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2501 W Fifth St Plans New construction Florida Extruders
■ '.'• a •. ■ ■ ,., ■ �� a �� ■ a r 3 ■ \a a ., a .. ■ `�< e '�-=z DRAWING INDEX ARCHITECTURAL A000 COVER SHEET LS 1 1 1 LIFE SAFETY PLAN A011 MASTER KEYNOTE/NOTE LEGENDS A021 FINISH SCHEDULE/PARTITION SCHEDULE A031 DOOR SCHEDULE AND DOOR DETAILS A111 GROUND FLOOR PLAN A121 ROOF PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A211 WALL SECTIONS A221 EXTERIOR DETAILS A301 ENLARGED STAIR AND RAMP PLANS A302 ENLARGED TOILET ROOM AND OFFICE PLANS A303 ENLARGED STAIR PLANS A311 RAMP SECTIONS AND DETAILS A312 STAIR -SECTIONS AND DETAILS A313 STAIR SECTIONS AND DETAILS A331 INTERIOR ELEVATIONS A411 REFLECTED CEILING PLAN A421 ENLARGED TOILET ROOM AND OFFICE REFLECTED CEILING PLANS STRUCTURAL S001 STRUCTURAL GENERAL NOTES S111 FOUNDATION PLAN S201 FOUNDATION DETAILS S202 TILT -PANEL SECTION / DETAILS MECHANICAL M-1 HVAC FLOOR PLAN M-2 PARTIAL FLOOR PLAN SCHEDULE AND DETAILS PLUMBING P-1 PLUMBING FLOOR PLAN P-2 PARTIAL FLOOR PLAN/SCHEDULES/NOTES/ RISER DIAGRAMS ELECTRICAL E-1 LIGHTING FLOOR PLAN E-2 POWER FLOOR PLAN E-3 SYMBOL LEGEND, NOTES, PANEL AND LIGHTING FIXTURE SCHEDULES, AND DIAGRAMS FIRE PROTECTION FP- 001 SITE PLAN FP-002 ZONE SYSTEM NO. 1 - FIRE PROTECTION PIPING PLAN FP-003 ZONE SYSTEM NO. 2 - FIRE PROTECTION PIPING PLAN FP-004 ZONE SYSTEM NO. 3 - FIRE PROTECTION PIPING PLAN FP-005 ZONE SYSTEM NO. 4 - FIRE PROTECTION PIPING PLAN FP-006 ZONE SYSTEM NO. 5 - FIRE PROTECTION PIPING PLAN FP-007 LOADING DOCK & FIRE PROTECTION RISER DETAILS CONSTRUCTI..ON 04/17/97 17 1i i e e OWNER a FLORIDA EXTRUDERS INTERNATIONAL 2540 Jewitt Lane Sanford, FL 32771 ARCHITECT H U NTO N BRADY P RYO R MASO ARCHITECTS, P.A. 135 West Central Blvd., Suite 400 Orlando, Florida 32801 —2405 ■ STRUCTURAL ENGINEER BURTON BRASWELL MIDDLEBROOKS ASSOCIATES, INC. 950 North Orlando Avenue, Suite 330 Winter Park, FL 32789 ■ CONTRACTOR THE COLLAGE COMPANIES CONSTRUCTION 585 Technology Park, Suite 100 Lake Mary, FL 32746 UTILITY CONNECTioll FEE � 9 q C) Zvi ° 1 •''•`� � *ir�3 Zs lye � � x �; �, - � _ � ..;+ �� .j "� �� � *�vF��,,��.�: o":gip r?"1'� /'��!��� °t��/'f +,✓ � I � d Q''. -� �• �.i ' � j /.)•' t'.. ✓.� %• �` / r °'• ��/�r�) r� y , . 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'/ �'- ----'-_--__.. -- -- ---� -- ----------- ----------s------==75--------------------------- ----- - -------r---== --- --- -------------- - -- - ----- - �- I I I- _-- - -�--- -Irrl -IV PROJECT / CODE DATA: OCCUPANCY TYPE: Mixed Occupancy: Factory / industrial and Storage. TYPE OF CONSTRUCTION: Type iV, Unprotected, Sprinklered (5BS Table 500). FLOOR AREA: Actual: 191,124 SF Allowable: Unlimited (SBG 503.4.1 w/ exception. Provide 60' Min. open area all sides of building.) TRAVEL DISTANCE: (From any point to nearest exit.) Maximum Allowable: 250 Feet •,(NFPA 28-2.6.1 SBG, Table 1004) #,City of Sanford Fire Department has approved travel distance to as much as 280 feet t for this project based on proposed occupancy. EXIT ACCESS STAIR/BRIDGE: This exit access component is designed to allow uninterrupted access over Paint Line and Oven to Exit. Travel Distance is measure d along path of travel to exit. OCCUPANCY COUNT: Per SBG TABLE 1003.1 Actua 1 101 CFlass/Window Area 541 150 (84,116 5F 1 100 SF/PER50N) 102 Warehouse 132 14 (39,600 5F 1 300 5F/PER5ON) 103 Paint Line 313 11 (3-1,283 5F 1 100 5F/PER50N) 104 Pa int Booth 16 2 (1,568 5F 1 100-cf/Pi=R50N) 110 Paint Line 225 11 (22P28 5F 1 100 5F/PrER50N) Tota I Persons: 1,653 108 MIXED OCCUPANCY: . Where factory and storage occupancy separation is not practical, most stringent requirements apply (NFPA -1.11, SBG 303.1) BUILDING DATA: Pre-engineered metal building f insulation- Roof R-19, Walls R-13 N ■ r ■ I ----- —7 /�/ /' /'' -.Y-- -- — — I ------------- ------------ ---------------------------------------------------- --__---�71-1- -__-- —======J-------------------------------------_ '___ -- / / / -------------- ------ ------------------- / r --- -- _ ^-pT ------ cil. / /' III - / /' ' \„/' �' 7- i - ------------- -- --- - ----I - _<�' / ,,, �1�1 ��®1! �! 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REVISION/ SUBMISSION DATE ■ \\ 11 \\II 1 `\\\ ♦ -: I /_ I I I I I I I I I i „i I I / II I� - ---- L--- L- 100% 1 \ \\ - - - - - - - - - - - - - - - 1€ _ i I - i� I _ L i1. - —I - -� -- _ , 104 - r -- J L _ _ r _ _ J >i = I i r' COUNT. DOCUMENTS 04/11/91 r \� \ \ ^ �` \\ jLL J 1 ;(_ _ , a u ill \ __ii 31 f -- I r I - r - I -11.a- - - , I I— Z \ \ \ � is•i,,,,.. •»,, ti.`\•i ` i a s � : I ; / / LJ ' . \\ \ � \ = i=is L-- ---J L --------J - - --J » -_ \\ \ \ \\ \\ _ - - _ 11 --- - ------ f' \i i.;, / / / �/ \\ \ 1 1 \\ \ - _ _ '- - I�_, r__ I _I r I r_� -I r--- l - ---] ;iF .-,,. - ;:va ,/ / / . . \ I _ I _____ I I 1 ff , IIII, ? \ \ \ i - , _ - - J ii11 I I , , I I I I \ ,,, / /, v cft 1 \\ \ \ 1 --'__--.-_- I I I I I J I I I I I I i)I ai /� 1 9 \\\ \1 1 ' -- -------------------------------------------_-----------------------------------------------_-- --- - --_---------------------------------------------_ -I- _ I I ii='' -- L-- _ L-� I I _ I 11 -1� k - _ __ ___ __ \,\ \ E------_.�_ __ --. _ __ __- --_-- -I------- - -------- -___ _-----_______-- - —_____------____- ) — _ __-_-___ ___- — i — — '1, __ _ J I _ _ I J - --- \ \ ____ - I / ____ _________ ________________ _� __ __ __ __�__-________— L�-___ ______ ___R 1 _-______-_____f-_ _____-__ / -__ - ____ _____ ___ _` 5��� "-=r7T-===-- __ I I - I !� _ _� _ _ _1 l r _ t� __ \.... `\ _ ---� -----------------------------I---=---r----------------------------------------------=r-1- ---J------------------------- --------------- ----------------- \ i \11 I rt- I I I I -`�R ----_ _ / -� -- - I I i 1 I : II -I r - - -1 I- - -1 � - 1 I - I \ ' -�i -- I I I sl€,,i I I I _ - I I .\ I \ _ ® I �? - -- L-- -J I---- I o 0 I I " II I I I I iI�N iN (0 �� - - - - L \. ��- �\ _ .:w._� I I I -J I L-----IJ I I/J L-- ---J LI---------J I L-----i--J i \� -1 , « ,,,, . •... ,., I i I I •:..:,..,.'--^.^:+Eta I I -- ...... •.,. ••••.•. .,.,.,,..»: .............. ...•,,,•, ,•,,,,», .........� .:..'.,--`�c.,, ...:<-..............-... ...^-=o-=ar+ti .,...-. ar...fi ;N. - liii�.,. . ., '.::::.: ........'�..��'—. ........ .. .,,,.••. ... �,.,,... ,.tie.....', ,, ,•,,: ,.,,. —N a:•:;::xa:.—... �utttr{—a,...;.•:.=.a- - _� RR®J. N®. 96065.00 Al LIFE SAE TY PLAN 1/16' - 1'-0• ■ ■ DWG: 6065!_501 04/11/91 08:41 am. 1 = 192 XREF5: GD53 PRlll . • �a � / /w —1 7 •0 _ �l R-1 ` - DATE LIFE DRAWN C.N. . SAFE( UHECKED PLAN SHEET . 111 - fi . . ■ ■ ,. ■ ■ .� ■ \ ■ ■ � �� ■ e ■ [/ ■ Copyright HUNTON BRAOY PRYOR MASO Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 4 , Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fox MASTER KEYNOTE LEGEND 05500 METAL FABRICATIONS 05500.A2 steel channel 05500,45 steel tube 05500.12 expansion bolt 05510 METAL STAIRS AND HANDRAILS 05510.A1 stair 05510.A3 steel framed landing 05510.81 steel channel stringer 05510.52 steel channel tread / concrete filled 05510.53 steel pan tread / concrete filled 05510.C1 handra i l ins 05510.C2 guardrailing 05510.C3 steel pipe railing post 05510.C4 steel pipe railing 05510.Ci pipe sleeve 05510.D1 steel angle 05510.D2 steel channel 05510.D5 steel tube 05510.D6 steel pipe 06100 ROUGH CARPENTRY 06100.B2 T 4 G plywood decking 01210 BUILDING IN5ULATION 01210,41 bait insulation 01WO JOINT 6EALER5 01900.A1 sealant 06110 STEEL DOORS AND FRAMES 08110.A1 steel door 06110.81 steel door frame 08110.C1 steel frame anchors 08120 ALUMINUM DOORS AND FRANE5 06120.Ai aluminum door 08120.C1 reverse angle weather seal 06120.C2 top sea[ 08210 Wool) DOORS 08210.A1 wood doors 09260 GYPSUM BOARD A55EMBLIE5 09260.A1 gypsum board / stud wall partition (see partition types) 09260.131 gypsum board 0926O.i32 m.r. gypsum board 09260.56 fire rated gypsum board 0926 0.C1 metal stud 09260.C5 V Stud 09260.D5 light gauge metal angle 09310 CERAMIC TILE 09310.A1 ceramic mosaic the 09310.A3 ceramic tile cove base 09310.81 glazed wall the 10165 PLASTIC LAMINATE TOILET COMPARTMENTS 10165.A2 overhead braced toilet compartment 10800 TOILET AND BATH ACCESSORIES 10600.A1 paper towel dispenser 4 waste receptacle (recessed) 10600.C1 soap dispenser (wall/recessed) 10600.C2 soap dispenser (wall/surface mounted) 10800.D6 sanitary napkin disposal (thru partition) 10800.E2 toilet tissue dispenser (surface mounted) 10800.G1 grab bar (wall mounted) 10800.1-11 framed mirror 10800.1-13 framed tilt mirror 10800N1 hand dryer (recessed) 1080ON2 hand dryer (surface mounted) 11160 LOADING DOCK EQUIPMENT 11160.A1 dock leveler 11160.C1 dock bumpers 13129 PRE-ENGINEFRED BUILDINGS 13129.Al interior column 13129.A8 horizontal beam 13129.>=31 roof purlin 13129.D1 side wall girt 13129.D2 base angle 13129.E1 wall panels 13129.E3 header trim 13129.E4 jamb trim 13129.E6 door flashing 13129.E-1 door header 13129PI fascia 13129.1✓2 eave gutter 13129r-3 downspout 1312961 roof system 1312961 skylight 13129.N1 insulation system Al MASTER KEYNOTE LEGEND Dl1JCx: 6065A011 041161914:25 pm. 1 2 1 XRE=s: CD53 ■ ■ ■a: ■ tl .i�, ■ r ■ ■ MA5TER NOTE LEGEND r 1.000 ARCHITECTURAL 1.009 ramp 1.010 sta it 1,011 landing L015 exposed structure 1.042 expansion joint 2.000 51TEUJORK ■ 2.002 concrete paving 3.000 STRUCTURAL 3.200 51ab-On-Grade / Elevated 51abs 3201 concrete slab on grade 3.203 concrete Floor slab on steel deck 3.306 c.i p. concrete wall ■ 3.602 steel framing 3.630 Joists and Accessories 4-000 PLUMBING 4.041 lavatory - wall hung 4.043 sink 4.046 urina 4.045 water closet - Floor mounted 4.061 electric water cooler r 6.000 MECHANICAL 6-051 exhaust fan 6.052 Fresh air intake fan ■ r ■ r ■ Florida Extruders In t en a tion a], ID e. HUNTON BRADY PRVI 000 R THE COLLAGE MASO COMPANIES C o n s t>r u C t i o n Architects P.A. NO. REVISION/ SUBMISSION DATE 50% CONST. DOCUMENTS 03/12/91 ■ 100% COW. DOCUMENTS 04/11/91 r PROJ. No. 96065.00 DATE MASTER DRAWN C.N. KEYNOTE/ CHECKED A6 MASTER NOTE LEGEND NOTE SHEET LEGENDS A011 r r r 3 r r ■ ■ ■ ■ e v r ■ r ■ ■ ! f ( ■ s - Copyright HUNTON BRADY PRYOR MASO Architects P.A. All flights Reserved. 135 W. Central Blvd., Suite 40 , Orlando, Florida 32801 (407) 839-0885 (407) 839-1709/Fax NO. ROOM NAME FLOOR BASE WALLS CEILING NORTH EAST SOUTH WEST z z z z z +- v�ct)� Q� O A p�p p�p LL U U U U U U U 101 GLA55 AREA 2- 102 WAREHOUSE 2 103 PAINT LINE 2 104 PAINT BOOTH 2- 105 PLANT MGR. OFFICE 2 - 2 - 1 2 - 1 2 - 1 2 - 1 2 - 3 - -- 106 5 4 R OFFICE 2 - 2 - 1 2 - 1 2 - 1 2 - 1 2 - 3 - - 101 WOMEN5 RESTROOM I - 1 - 2 1,2 - 2 1,2 - 2 1,2 - 2 1,2 - 2 1 - S'-0" - 105 MENS RESTROOM I - I - 2 1,2 - 2 1,2 - 2 1,2 - 2 1,2 - 2 1 - V-0" - 109 OFFICE 2 - 2 - 1 2 - 1 2 - 1 2 - 1 2 - 3 -- 110 PAINT LINE 2 - - - - - - - - - - - - - - - - - - - - ■ 111 EXIT STAIR 2 - 2 - 4 2 - 4 2 - 4 2 - 4 2 - 3 I - 9'-0" - N1 ROOM FINISH SCHEDULE FLOOR CEILING NO. SPEC NO. FINISH NO. COLOR/TYPE NO. SPEC NO. MATERIAL 1 09310,41 CERAMIC MOSAIC TILE I EXPOSED TO STRUCTURE 2 09910.Cl CONCRETE SEALER 2 09260.52 M. R. GYPSUM 50ARD r- ■ EASE NO. SPEC NO. FINISH NO. 1 09310,43 CERAMIC TILE COVE EASE 2 09650.D1 RU55ER COVE E3ASE WALLS NO. SPEC NO. MATERIAL 1 09260.51 GYPSUM BOARD 2 09260.52 M. R. GYPSUM BOARD 3 PRECAST CONC. TILT -UP PANELS 4 09260.56 FIRE RATED GYPSUM 50ARD NO. I SPEC NO. FIN15H 1 09310,41 CERAMIC MOSAIC TILE 2 09910.A1 PAINT 3 09910.A2 EPDXY PAINT ■ 1 1 r ■ 1 F�= NO. COLOR/TYPE COLOR/TYPE 3 09260.56 FIRE RATED GYPSUM 5D. NO. SPEC NO. FIN16H 09910.A1 I PAINT REMARK5 NO.I COLOR/TYPE Partition Schedule No. 5 mbol y p�ta it Width Fire p�SCription Ratin g 01210.A1 P1 09260.C1 4��8' PARTITION5 ARE NOT FULL HEIGHT - SEE SHEET --- -- -.. FOR SECTION. (SEE SCHEDULE FOR FINISHES.) 3%' MTL. STUDS 09260-51 16' O.C. P2 EXTEND METAL STUD / GYPSUM E30ARD TO THE P2 09260.C1 41/8 ° UNDERSIDE OF THE ROOF DECK A50VE. 35%' MTL. 6TUD5 (SEE SCHEDULE POR FINISHES.) 09260 51 6 16' O.C. PRECAST CONCRETE P3 TILT -UP PANELS a a all Al I PARTITION SCHEDULE DIM. 6065AOT 04/15/91 3:46 pm. I - I XREF5: CD53 ■ a3 ■ 3 ■ Q3 ■ ■ ■ ., . ■ �W ■15■ >: ■ ■ ■ ■ KEYNOTE LEGEND 01210 BUILDING INSULATION 01210.A1 Matt 1nsulatiorl 09260 GYPSUM BOARD A55EM5LIES 0926O.E31 gypsum board 0926O.C1 meta I stud R. - r ■ ■ ■ ■ r r r Flofid_a �'�trr�ders Ire termtioa1,Irec. HUNTON 9 BRADY PRYOR THE COLLAGE MASO COMPANIES C 0 n S t r u C t i 0 n Architects P.A. NO. REVISION/ SUBMISSION DATE 00% CONST. DOCUMENT5 03/12/91 9 100% CONST. DOCUMENTS 04/11/91 PPOI No. 96065.00 DATE FINISH DRAWN C.N. SCHEDULE; CHECKED PARTITION SHEET SCHEDULE A02110 . AIR 19 Copyright HUNTON BRADY PRYOR MASO Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax ■ }... ■ a ■ . ■ „. NO. DOOR FRAME WIDTH HEIGHT 1— z M iL K U J � 1`5 u W cn 9 101C 10'-0' 12'-O' B 2 2 2 «f 2 E12/AO31 Al2/AO3I 101D 10'-0' 12'-0' 13 2 2 2 +# 2 E12/AO31 Al2/AO31 IOIE 10'-0' 12'-0' B 2 2 2 «« 2 E12/AO31 Al2/AO31I r IOIF 12'-0" 14'-0' B 2 2 2 +« 2 E12/AO31 Al2/AO31 IOIG 3'-0' I[ -On A I 1 10114 3'-0' 1'-0' A 1 I IOIJ 10'-0' 12'-0' B 2 2 2 +« 2 E12/AO31 Al2/AO31 IOIK 10'-0' 12'-0' E3 2 2 2 #« 2 E12/AO31 Al2/AO31 ■ IOIL I0'-0' 12'-0' B 2 2 2 ## 2 E12/AO31 Al2/AO31 101M 10'-O' 12'-0' B 2 2 2 ## 2 E12/AO31 Al2/AO3I IOIN 10'-0' 12'-O' 8 2 2 2 «« 2 E12/AO31 Al2/AO31 IO1P 10'-0' 12'-0' B 2 2EE 2 «« 2 E12/AO31 Al2/AO31 2 ++ 2 E12/AO31 AI2/AO31 IOIQ 10'-0' 12'-0' B 2 2 ® IO1R 10'-0' 12'-0' B 2 2 2 #« 2 E12/AO31 Al2/AO31 1015 10'-0' 12'-0' B 2 2 2 ## 2 E12/AO31 A121AO31 101T 10'-O' 12'-O' 2 2 2 «« 2 E12/AO31 Al2/AO31 101U 10'-0' 12'-0' B 2 2r—E 2 ## 2 E12/AO31 Al2/AO3I 101V 10'-0' 12'-0' B 2 2 2 ## 2 E12/AO31 AI2/AO31 ■ 101W 10 -O 12 -O 1 � 2 2 2 ## 2 E12/AO31 AI2/AO31 101X 10'-0' 12'-0' B 2 2 2 «« 2 E12/AO31 Al2/AO31 [�10�2A 3'-0' -I'-O' A 1 1 1025 I2'-0" 14'-0' 5 2 2 2 ## 2 E12/AO31 Al2/AO31 102C 10'-0' 12'-0' B 2 2 2 ## 2 E12/AO31 Al2/AO31 ■ 102D 10'-0' 12'-0' 13 2 2 2 #+ 2 E12/AO31 A121A031 102E 10'-0' 12'-0' B 2 2 2 «« 2 E12/AO31 Al2/AO31 102F 10'-0' 12'-0' B 2 2 2 «« 2 E12/AO31 Al2/AO3I 2 2 2 «# 2 E12/AO31 Al2/AO31 r10'-0'12'-0'B 10'-0' 12'-0'B 2 2 2 2 2 ## ## 2 2 E12/AO31 E12/AO31 Al2/AO31 Al2/AO31 10'-0' 12'-0' B 2 10'-0' 12'-0' F3 2 2 2 =# 2 E12/AO31 Al2/AO3I 102L 10'-0' 12'-0' B 2 2 2 ## 2 E12/AO31 Al2/AO3I 102M 10'-O' 12'-0' 8 2 2 2 #+ 2 E12/AO31 Al2/AO31 10'-0' 12'-0' B 2 2 2 «# 2 E12/AO31 Al2/AO3I 9 10'-0' 12'-0' B 2 2 2 ## 2 E12/AO31 Al2/AO31 r102N 10'-O' 12�-0' B 2 2 2 •« 2 E12/AO3I Ale/AO3I 10'-O' 12'-0' 2 2 2 «« 2 E12/AO31 Al2/AO31 1025 12'-0" 14'-0' B 2 2 2 == 2 E12/AO31 Al2/AO31 103A 12'-0" 12'-0' B 2 2 2 «+ 2 E12/AO31 Al2/AO31 ■ 1038 12'-0" 12'-0' B 2 2 2 «+ 2 E12/AO31 Al2/AO31 103C 3'-0' 1'-0" A I 1 I •« I +« «« 103D 12'-0" 12'-0' l3 2 2 2 «« 2 E12/A031 Al2/AO3I 105 3'-0' I'-O" A 3 1 1 1 1 NS/A021 NS/A021 106 3'-0' 1'-0" A 3 1 1 I 1 N8/A021 N5/A021 ■ 101 3'-0' 1'-011 A 3 1 1 I 1 NS/AO21 NS/AO21 105 3'-0' 11-0' A 3 1 1 1 1 NS/A021 N5/A021 109 3' - O' 1' - O' A 3 1 1 1 1 N8/A021 NS/A021 110 3' -0' i' -0' A I 1 111D 3'-0' 1'-0" A 1 1 1 #« 1 «« «« ■ ■ r «« PROVIDED 5Y VARCO-PRUDEN BUILDINGS. Al DOOR SCHEDULE ■ ■151■ DUA: 6065A031 04/15/91 5:19 pm. I - I XREF5: C053 ■ `7 REMARKS OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT N8 HEAD / JAMB DETAIL OVERHEAD VERTICAL LIFT 3' - 1'-0' OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT DOOR OVERHEAD VERTICAL LIFT NO, SPEC NO. MATERIAL FRAME OVERHEAD VERTICAL LIFT I OS110.AI STEEL DOOR NO, SPEC NO. MATERIAL OVERHEAD VERTICAL LIFT 2 05120-Al ALUMINUM DOOR 1 OV10.81 STEEL. DOOR FRAME OVERHEAD VERTICAL LIFT 3 0&210.A1 WOOD DOOR OVERHEAD VERTICAL LIFT NO, SPEC NO. FINISH OVERHEAD VERTICAL LIFT I 09910.A1 PAINT N0. SPEC NO. FINISH OVERHEAD VERTICAL LIFT 2 09910.Al PREPAINTED 1 09910.AI PAINT 2 09910.A1 PREPAINTED OVERHEAD VERTICAL LIFT NO. SPEC NO. GLASS OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT K8 MATERIAL SCHEDULE OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT OVERHEAD VERTICAL LIFT A B F8 DOOR TYPES 1/4' - 1'-0' A8 r 2' O 2 DOOR FRAME TYPES C=) n ■ EXTERIOR J12 JAMB DETAIL AT TILT WALL 3' 1'=0' (SEE VABCO-PRUDBN DWOS. FOR JAMB COND. AT METAL BLDG.) E12 3' s T-0' Al2 3s . 1ro0• KEYNOTE LEGM0 ' y 05500 METAL FABRICATIONS 05500.A2 steel channel 05500.12 expansion bolt 01210 BUILDING INSULATION 01210.A1 bast insulation 05110 r STEEL DOORS AND FRAMES 08110.AI steel door 0811051 steel door frame 08110.C1 steel frame anchors ' 08120 ALUMINUM DOORS AND FRAMES 05120,41 aluminum door 08120.C1 reverse angle weather seal 0&120.C2 top sea 1 r 08210 WOOD DOORS 08210A1 wood doors 09260 GYPSUM BOAS ASSEMBLIES 09260.A1 gypsum board /stud wall partition (see partition ` schedule) 13129 PRE-ENGINEERED BUILDINGS 13129.D1 side wall girt 13129.E1 wall panels 13129.E3 header trim 13129.E4 jamb trim 13129.E(o door flashing '' 13129.El door header 13129.H1 insulation system NOTES 3.000 STRUCTURAL 3.306 c.1.p. concrete wall 6� M S :r HEAD DTAIL AT VERTICAL LIFT DR. r Florj trddors EX y . rr ;r f� 4 7 BR ADY f r'..• h• P t ' Y0 r MA 1 eaM>e,A, J�,� o;: t Q �rkitects P:A ra NO. RIEW181011ill DATB 100��GQNSTRUIN DO:GUMNT04/17/5-i n .. r ■ PRO 'N�4 960h5 D DAT DOOR PRAWN C.N: SCHEDULE Q14-W AND JAMB DETAIL AT VERTICAL LIFT DR. DETAILS AO, 3 Copyright HUNTON BRADY PRYOR MASO Architects P.A. All Rights Reserved. 135 W. Central Ivd. Suite 400 �Qtlgndb,.,, (407] $39-088, (407) W9-1709/Fax jsv ti 4 • r 113 ■ ■ ■ c ■ ■ KEYNOTE LEC�EN� 4 6 7 8 8 9 9 10 10.5 1 1 1 1.4 1 1.5 1 1.6 11.8 12 13129 PRE-ENGINEERED �UILI�INS 3 3 4 4 5 5. 5 P 6 6. �- _ _ � 1 1 2 q _ -- _ - `�J 13129F2 cave utter - - - IT -ID' i 1 1-ID' I 28'-�' 13129.Gi roof stem T 13129�-1 Skylight I I I I I NOTES � 13129.C�1 � 13129.C�1 a (BELOW EAYJ CANOPY) (0,000 MECHANICAL (BELOW EA CANOPY) ,_ 6.ID51 exhaust fan I I uU I 13129F2 I I I 13129F2-- - - - - - - - - - - - - - - - - (TYPICAL_) (TYPICAL_.) 13129.Gi 13129.C�1 (TYPICAL.) _ _ I I _ _ I _ _ —I _ _r _ I— _ _ i T (TYPICAL) e 1 I ® I I I I I I I I I I - - - - - _ 'ID ' -ID° 'IDIN ' '-ID' 5'-ID' '—ID'—ID' '—ID' -'—ID' 2- 5ID2-ID25251--ID1-1- -ID -ID" 5 -ID -'-ID252-- ® -ID 225 ® 25i _ID'24 225 L 9 eS> ry CV �_ _ - I - - - - - I- —1 _ 1 - .-L- - - I-- - - -- _ I - - - I- I- — - _I_! - L 6' ,� 'I_ 2h'-ID' 12-1'-ID' 1 27'-ID' 1 27'-ID' 1 24' -ID' 1 23'-2' 1 24'-ID' I$' -ID" 18'-ID" 1 18'—ID" 1 18'—ID" 18'-�" 18'-ID' 1 18'-ID' 18'-ID' 118'—ID" 1 26'-ID' i 1 26'I-m" 1 16'-®' 29 --ID 1 2-1 -ID 1 2-1 Oil 2-i -� 27 ID r I 1 I I 1312(93.Gl ' (TYPICAL_) (TYPICAL_) { —�_ _ -L - L- - - I - - I - - —1 - 1— - L _ �__ L- w+� UAU_ I II a 1- Z'r W ❑ ® P LQ- ■ ■■■ _ I II I _- -__ i I I _--- --__-- — _ -- I II II I —___ --- -��-_ mT�- (TmY' PICA---L- _ ) I I III - `m { u � 231-II1 --- OOORX Florida Ior1Qa -0 NO 400!22-ID Xtruders Nerlational,� c . n -1- HUNTON BRADY PRYOR MASO COMPANIES 25'ID' 2ID'-ID' Construet i o n Architects P.A Jot . 13129.Gl NO. REVISION/ SUBMISSION DATE SID% CON, DOCUMENTS ID3/ 2/ 9 (TYPI ) I (TYPICAL) 100% CON5T. IDOCUMENT5 ID4/1-1/91 13129F2 (TYPICAL) � (TY13129=2®N®. 96ID65.IDID 6DATE ROOF DRAWN CN. PLAN CHECKED- - - SHEET Al ROOF PLANA121ID aar 1/16 s 1'-0' Copyright HUNTON BRADY PRYOR MASO Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 400, Orlando Florida 32801 (407) 839-0886 (407) 839-1709/Fax DUJG: 6065A121 04/15/97 5:26 pm. 1 = 192 XREFS: CD53 PRlll �r a ... ■ s.. ■ ...., r . , .. 12 1.8 16 11.5 11.4 I1 10 9.5 9 .5 S �5 7 6 .5 5 4.5 4 .5 3 .5 2 I I I I I I I 13129.Gi I I I I I I I I I 13129R I 118 -0 " 13129F2 EAYE HT. 114'-011 I TOM01=I I I I I I I I CCANOPY 133' -O' EAYE 122'-0' EAYE HT. - - 118'-011 r r1111111111HIIIIIIEfl�H114'-0' E30TTOM OF CANOPY CCIL�C BOTTOM 01= CANOPY 00 -0 _ F1N.1=LR _ ` 9— Ll_� A. 96'-0° _F FIN. GRD. 08110.A1 05510.C2 13129F3 05510.C2 3306 11160.A1 08110.A1 TILT -UP 11160.C1 08120,A1 13129.Gi 13129F2 CANOPY J1 NORTH ELEVATION 1/16' . T-0, KEYNOTE LEGEND 05510 METAL STAIRS AND HANDRAILS 05510.G2 guardrailing 06110 STEEL DOORS AND FRAMES 08110.A1 steel door 05120 ALUMINUM DOORS AND FRAMES 08120,A1 aluminum door 11160 LOADING DOCK EQUIPMENT 11160.A1 dock leveler 111600 dock bumpers 13129 PRE-ENGINEERED RUILDING5 13129.E1 wall panels 13129F1 fascia 13129F2 eave gutter A 13 C D E C H J K L M N P Q R 5 T U V lU X Y z 13129 �3 downspout 13129.Gi roof SyFtem NOTES I I I I I I I I I I I I I i I I I I I I I I 3-000 STRUCTURAL 330 6 c.i-p. concrete wa 13129,E] i I I I I I I I I I I 13129F1 I I I I I i I I I I I I I I I 133'-0" EAYE HT. - - - - - - - - MEN 118'-0" A HT. E YE 114 �, _ _ i i z s 2 ! i i i _ e �x trod rs -0 o To T M 0>= i _ _ z 2 i 3 1 Tn rn n I Tn fie_ __ a � o__ a_ __ c. G ANOY P 1 _ 3 1 I a i i, 13 ................ ............ ......... HUNTON FIN.I=LR. FIN. CARD. 3 306 BRADY PRYOR 3306 THE COLLAGE MASO TILT -UP TILT -UP 08110.A1 COMPANIES c o n s t r u c t i o n Architects P.A. NO. REVISION/ SUBMISSION DATE 80% CONST. DOCUMENTS 03/12/91 100% CONST. DOCUMENTS 04/11/91 PROD. No. 96065.00 DATE EXTERIOR DRAWN CN ELEVATIONS CHECKED Al WEST ELEVATION SHEET A201 1/1691111'-®® r ■ ■ ■ ■ ■ ■ r \` ■ r ■ r ■ r r ■ � V w7 ■ Copyright HUNTON BRADY PRYOR MASO Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax DWG. 6065A201 04/15/91 6:13 pm. I = 192 XREFs: CD53 r ■ 0 T r 133'-41 i EAVE HT. - ■ 115'-0° BOTTOM OF - "' EXHAUST FAN5 100' - 0' FIN. FLR. - 96'-0° � - — FIN. GRD. ■ ■ J1 SOUTH ELEVATION 1/15' � 1'�®• ' e ■ z ` I I ■ r Al EAST ELEVATION ■ • QW5. 6065A202 04/15/91 6.19 pm. 1 = 192 XREF& CD63 ■ J T .5 T 4.5 T (0 � T x V TT I I I I T 133'-0' EAVE HT. 1221_0K EAVE HT. — - 1161-0, BOTTOM OFIF CANOPY 1001-01 FIN. FLR. N. G 9 2'-0' LRD. TILT -UP Q ELEVATED DOCK SLAB r r ■ r KEYNOTE LEGEND 08110 STEEL DOORS AND FRAMES 08110.A1 steel door 08120 ALUMINUM DOORS AND FRAMES 05120,41 aluminum door 11160 LOADING DOCK EQUIPMENT 11160.C1 dock bumpers 13129 PRE-ENGINEERED BUILDINGS 13129.EI wall panels 13129.Fl Fascia 13129.F2 eave gutter 13129F3 downspout 13129.G1 roof system NOTES ■ 3.000 STRUCTURAL 3306 c.i.p. concrete wall (0.000 MECHANICAL 6.052 Fresh air intake fan ■ - rwf®xfii�niwnnl�wi w HUNTON r BRADY PRY n,..,,,R THE COLLAGE MASO COMPANIES C o n s t r u c t i o n Architects P.A. NO. REVISION/ SUBMISSION DATE 00% COW. DOCUMENTS 03/12/91 r 100% COW. DOCUMENTS 04/11/91 PROD. No. 96065.00 ■ ®ATE EXTERIOR DRAWN CN ELEVATIONS CHECKED SHEET A202 Copyright HUNTON BRADY PRYOR MASO Architects P.A. All Rights Reserved. 13 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax l WALL SECTION 1/2' - 1'-0' DM. 6065A211 04/16/9110:41 am. I = 24 XIREF5: CD53 A A5 WALL SECTION AT OVERHEAD DOOR 1/2W = it -ow 4 7 A10 WALL SECTION AT STAIR PITS 1/2W M it-ov _ _ J ,,. KEYNOTE LEGEND 06100 ROUGH CARPENTRY 06100.52 T 4 G plywood decking 01210 WILDING INSULATION 01210.A1 batt insulation 01900 JOINT SEALERS 01900.Al sea lant 06110 STEEL DOOR$ AND FRAMES 08110.Al steel door 08110131 steel door frame 08120 ALUMINUM DOORS AND FRAMES 08120.A1 aluminum door 09260 GYPSUM E30ARD A55EME3LIES 09260151 gypsum board 0926O.C1 meta I stud III60 LOADING DOCK EQUIPMENT 11160,A1 dock leveler 131213 PRE-ENGINEERED IBUILDING5 13129AI interior column 13129A8 horizontal beam ■ 13129.81 roof purlin 13129DI side wall girt 13129D2 base angle 13129,E1 wall panels 13129E3 header trim 13129E4 jamb trim 13129F1 fascia 13129F2 eave gutter 13129.Gl roof system 13129.1-11 Insulation system NOTES 3000 STRUCTURAL 3201 concrete slab an grade 330(o c.lp. concrete wall 1630 steel joist ■ 3/4" CE IL ING 012 10.Al HE16HT ■ Flo rid- a - rj/y Ir u d- ers Iretergatlonal,ke. UUNTON BRADY PRYOR COLLIES M \S O COMPANIES C 0 n S t r U C t i 0 n Architects P.A. NO. REVISION/ SUBMISSION DATE 80% GON5T. DOCUMENTS 03/12/91 100% CON15T. DOCUMENTS 04/11/91 100 -ID' FIN. FIN. PLR. PROD. No. 96M5.00 N n DATE WALL DRAWN G.N. SECTIONS CHECKED AiA TYPICAL. SECTION AT OFFICES SHEET A 11 1' if -ow I n n 11.1 n U(vr' '".'e"qv 7m Copyright HUNTON BRADY PRYOR MASO Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax 7 Al ENLARGED EXIT STAIR PLAN 1/4" - 1'-0' 3 ■ IDLLG; 606E7A301 04/16/912:50 pin. I = 48 XREF5. foRill C053 M13 ENLARGED STAIR PLAN 1/4" - 1-0' KEYNOTE LEGEND 05510 METAL 5TAIR5 AND HANDRAIL5 05510.A3 steel framed landing 05510132 steel channel tread concrete filled 05510LI handrailing 05510L2 guardrailine NOTES 1-000 ARCHITECTURAL IZ09 ramp 1.010 stair P 1.011 landing ■ ■ ■ ■ ■ Florida Extruders Ell IDt em a tional, ke. HUNTON BRADY PRYR ITIE COLLAGE MASO COMPANIES C 0 n S t r U C t i 0 n Architects P.A. NO. REVISION/ SUBMISSION DATE 00% GCN5T. FDOGUMENT5 03/12/91 ■ 100% COW. [DOCUMENT5 04/11/91 PROA No. 960(b5.00 DATE ENLARGED DRAWN C.N. -STAIR AND CHECKED A A %31 ENLARGED EMPLOYEE RAMP PLAN AND TYPICAL RAMP RAMP PLANS 1/49 if -of A 01 7 ■ Copyright HUNTON BRADY PRYOR MASO Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407)839-0886 (407) 839-1709/Fox 1 a .0 7 0 2.5 ■ IN E Ll ENLARGED S AND R OFFICE PLAN 1/4' - 1-0' Al ENLARGED TOILET ROOM PLANS 1/4" - 1'-0' **(ALL TOILET ACCESSORIES TO BE FURNISHED BY OWNER.) 4■ D116 (90(95A302 04/16/9112..O1 am. I = 48 XREF& PRIII C063 -- — — — — — — — — — — — — — — — — — — — — — — — - L5 ENLARGED PLANT MGR. OFFICE PLAN L9 1/4W - 1'-0" 1/4W a if -OW or NO ------------------------- ------ ------------------ 3 01 21- 51 1 31 - 01 OFFICE ENLARGED OFFICE PLAN A9 LEVEL D 1/4' - 1'-0' '5 5 1D. TRUCK POCK OCK AT CRANE AREA KEYNOTE LEGEND 05510 METAL 6TAIR5 AND HANDRAIL5 05510.0 handralling 05510.C.2 �uardralllnq NOTE5 1000 ARCHITECTURAL ■ 1.009 ramp 3000 STRUCTURAL 3.200 Slab -On -Grade / Elevated 61ab-s 4000 FLUM13ING 4043 oink 4061 electric water cooler ■ ■ ■ ■ ■ ■ ■ Florida Extruders In terna tioD a], ID c. HUNTON ■ BRADY PRYOR THE COLLAGE MASO COMPANIES C o n s t r u c t i o n Architects P.A. NO. REVISION/ SUBMISSION DATE a0% CON5T. POCUMENT5 03/12/91 100% CON5T. POCUMENT5 04/11/9l PRO4 No. 96065.00 DATE ENLARGED DRAWN C.N. TOILET ROOM CHECKED AND OFFICE PLANS A302 ■ 0 UK Copyright HUNTON BRADY PRYOR MASO Architects P.A. All Rights Reserved. r5W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fox H7 ENLARGED STAIR PLAN 1/49 M IF-09 A7 ENLARGED STAIR PLAN 1/4V a if -OW All ENLARGED EXIT STAIR PLAN 1/4W M it -Off P-� K" KEYNOTE LEGEND 05500 METAL FA15RICATION5 05500.53 galvanized steel bollard a510 METAL STAIRS AND HANDRAILS 05510.A3 steel framed landing 05510.53 steel pan tread / concrete Filled ■ 05510.C1 handrailine 05510.C2 guardralline 09260 GYP5UM 1504ZID A55EMBLIE5 09260A1 gypsum board / stud wall partition (see partition types) N■ OTES 1000 ARCHITECTURAL 1.010 stair Florida■ ■ ■ ■ ■ Ext uders Internatlonal,InC. HUNTON ■ BRADY PRYOR THE COI, GF MAS O COMPANIES C 0 n S t r U C t i 0 n Architects P.A. NO. REVISION/ SUBMISSION DATE 100% COW. DOCUMENT5 04/11/91 ■ ■ PROJL No. 96065-00 DATE ENLARGED DRAWN JIIJCN. STAIR CHECKED PLANS SHEET 0116-- 6065A303 041161913:29 Pm. 1 = 4& XREFS: C053 F'Rlll 16 T7 0 ■ Copyright HUNTON BRADY PRYOR MASO Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fox in "'M■ KEYNOTE LEGEND Mr.-) 10 METAL 5TAIR5 AND HANDRAILS 05510.C1 handrailine 05510.C2 guardrail ing 0E610.G3 steel pipe railing P06t 05510L] pipe sleeve NOTE5 ■ 1-000 ARCHITECTURAL ID09 ramp 1.011 landing ID42 expansion joint 2000 61TEWORK 2.002 concrete paving ■ ■ ■ ■ ■ ■ ■ Florida Extruders ID t ern a tioD a], ID C. HUNT®N BRADY PRYER CO��A�E MASO COMPANIES C o n s t r u c t i o n Architects P.A. NO. REVISION/ SUBMISSION DATE 00% CONF. DOCUMENTS 03/12/91 ■ 100% CONF. POCUMENT5 04/11/91 ■ PROA No. 9(90(95.00 DATE RAMP DRAWN G.N./J.M. SECTIONS CHECKED AND SHEET DETAILS A 11 �7 Copyright HUNTON BRADY PRYOR MASO Architects P.A. All Rights Reserved. 1?3W./Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fox 'M 14 ■ is KEYNOTE LEGEND 05510 METAL 5TAIR5 AND HANDRAILS O)PA I rA A 1 stair 05510.A3 steel framed landing 05510131 steel channel stringer 05510.53 steel pan tread / concrete filled 05510LI handrailing 05510M euar railing 05510.C3 steel pipe railing post 05510.C:4 steel pipe railing 05510D5 steel tube 05510.D6 steel pipe 05510.C4] NOTES 1/2 3.000 STRUCTURAL 3203 concrete floor slab an steel deck 3-602 steel framing '/2 (3bO2 0551O.C2 05170 - �C-3 1/21 41 055105(o 4 61 3/4' m ,, Cv 055IOD& 3 /4 rLOOR ELEVATION 41-01 3b02 3.602 ill RAILING J14 WALKWAY SECTION 1 1/2V M if-ov 3/4w = if -ow ■ ■ Florida Extruders IDtern-atioDal,IDc. UUNTON BRADY PRYOR THE COLLAGE MASO COMPANIES C o n s t r u c t i o n Architects P.A. NO. REVISION/ SUBMISSION DATE 0051. CON15T. DOCUMENTS 03/12/91 ■ 100% CONF. DOCUMENTS 04/11/91 PROD. No. 96065-00 DATE AIM DRAW STAIR C.N.J.M. % SECTIONS CHECKED AND SHEET /7 DETAILS A 12 12 4 TZ/5 I Copyright HUNTON BRADY PRYOR MASO Architects P.A. All Rights Reserved 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fox ■ ■ ■ Ll SECTION AT CENTER LANDING 3/4' s 1'-0° ■ ■ ■ ■ 9 s ■ 9 ■ e Al STAIR SECTION 3/8' - 1'-0• ■ ■ e IDWG: 6065A313 04/16/31 3:26 P.M. I = 32 XREFS: CD53 KEYNOTE LEGEND 05500 METAL FADRICATIONS o55oo.A5 steel tube 05510 METAL STAIRS AND HANDRAILS O5510.A3 steel Framed landing O5510.31 steel channel stringer 05510133 steel pan tread / concrete ■ Filled OE 5DIO.C1 handrai1ing 0551O.C2 guardralling 055101)1 steel angle 05510.D2 steel channel 055101)5 steel tube &5510.D6 steel pipe 06100 ROUGH CARPENTRY 06100D2 T 4 G pl9wood decking 01900 JOINT SEALERS 07900.A1 sea lant 09260 GYP6UM 50ARD A,%EM5LIE5 0926051 gypsum board 09260.C5 'J stud 09260.D5 light gauge metal angle ■ ■ 9 ■ e e ■ Florida , -Fjxlmde_rs In t en a tiofl a], Inn. HUNTON ■ BRADY PRYOR THE COLLAGE MASO ' COMPANIES C o n s t r u c t i o n Architects P.A. NO. REVISION/ SUBMISSION DATE 10051. C©NST. DOCUMENTS 04/11/91 PROA No. 96065.00 ■ DATE STAIR DRAWN C.N. / J.M. SECTIONS CHECKED A14 STAIR SECTION AND SHEET DETAILS F 3/ ■ e ■ ■ ■ ■ \`\ ■ r mwm--M� V A a i�g A313 Copyright HUNTON HRADY PRYOR MASO Architects P.A. All Rights Reserved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax 4 x 4 L10 WALKWAY SECTION 3/4" - T-0• L14 COLUMN DETAIL 3' - 1'-0` I ■ .,,. ■ �\ ■ , ■ ■ \ ■ ■ > ■ ��,.�, ■ ,�`. ■ n . ■ o\ ® i �G ■ tit ■ .:ice ■ ,: ■ ,., ■ >, e ■ >.., ■ . .„. ,,• � 09260.�32 0931081 4114 X 41/4 - _ ......:......................:............:...:.................:...:..................:..............EI Eo .......,.. o . ..... . ... . ........ . ... ..... ... , -v- .. .. .. 0931O.A3 10165.A2 09260.82 1080ONI 10800.H3 16" X 30' 0931ID.B1 4114 X 41/4 C ... .... . .. • .�. . . > � � , 4-048 09310.A3 IOSOO.G1 10165.A2 09260/51 0931ID.B1 10800.N3 41i4 X 41i4 10800 G2 3.. � , ..3. ;..a..:..., � •: > • .3. 09310.,43 4 048 IO800E2 0926IDI31 IO165.A2 KEYNOTE LEGEND 09260 GYPSUM WARD A55EM15LIE5 09260$1 gypsum board O926ID.82 M.R. gypsum board 09310 CERAMIC; TILE 09310.A1 ceramic mosaic tale 09310.A3 ceramic the cove tease 09310.81 glared gall tale 10165 PLASTIC LAMINATE TOILET COMPARTMENTS 10165,42 overhead braced toilet co compartment a er e owe s nser u�aste race tac e recessed) -p e e II/surfs mounted) 10800.G2 soap dispenser (wall/surface mounted) 10800.p6 sanitary napkin disposa (thru partition) 108OO.E2 toilet tissue dispenser (surface mounted) .. ° II II II II ii II II II II I ° II II II II n I II II II II u n �I �I II II II u �' �' \ i 09310.81 4.048V09310.A3 14 14 4 i X 4 i N1 MEN'S TOILET ELEVATION N5 MEN'S TOILET ELEVATION N9 MEN'S TOILET ELEVATION N13 MEN'S TOILET ELEVATION 1ID800.G1 grab bar (wall mounted) l0a00.1"13 Framed Framed tilt mirror 10800.N1 hand dryer (recessed) 1/4' - 1'-0' 1/4' ' T-0' 1/4' - 1'-0' 1/4V - 1'-09 IOSOO.N2 hand dryer (surface mounted) IOSOON2 0931031 10800.N1 41/4X41/4 16,X30" 09260.82 10800.C2 ;.: . n ., :... ,. , , "mot : 10165.A2 09260 B2 IOSOONI 09310.81 10800.H3 41,4 X 41,4 16" X 30' ... s..(4-041 ,. ..... . ....... .. ...< 09310.A3 4.048 10800.H3 10165.A2 lIDBIDID.CI 093 0 .; 4 x4 , . 4 048 . J lOBIDID.G1 1000O.E2 09310.A3 09260.�31 NOTES 4.000 PLUM51NG 4.041 lavatory - wall hung 4.046 urina 1 4.048 outer closet - Floor mounted 10165A2 , o u II II u � u II ° u II ii II I II i ° u II II II u 09310.A3 4.041 09310.A3 09310.L I 4114 X 41/4 K1 WOMEN'S TOILET ELEVATION K5 WOMEN'S TOILET ELEVATION K9 WOMEN'S TOILET ELEVATION K13 WOMEN'S TOILET ELEVATION 1/4' - T-0' 1/4' - 1'-0' 1/4' - 1'-0' 1/4' s 1'-0' 1800.H1 16"X30, 10800 D6 10800.G2 WOMEN'Szz ONLY V 21�61 l - - (MOUNTING HEIGHT FROM h30TTOM SCREW HOLES OFlit MOUNTING SASE TO THE FINISHED FLOOR) 4ID48 10800.E2 4.041 10800.N1 OR IIDSOON2 :: pp 33 0931OA1 211X2' :: ; , .... ..::.:... ...._... ,_ _ ........._........... r �rr r r ,; rr r „ i rrr r r r TV T E i r r------------ ....... .... :: . . ;i '3 3 i 3 :I `I 71 i 1 1 L. i i I. ' 09310A1 2' X 2' Florida Extd_ e _1 G1 TOILET ROOM ACCESSORIES o STANDARD MOUNTING HEIGHTS .;.. 1/4' = 1'-0' (ALL TOILET ACCESSORIES TO BE FURNISHED BY OWNER.) 10800n1 IOSOO.D6 IOSOO.G1 42' 6 WOMEN'S ONLY IOSOONi OR IMOON2 1'-ID" 3'-6" 3'_O�I 6" IOSOO.N3 UP MAX. 2 � - 9 16' X 30" - _ _ r cv I cv ctl ctl cYl r N cv 4 048 p 10800.E2 4 041 4.046 o ............................................. .. ................:.. ......... _.......... ... .................................. D1 TOILET ROOM ACCESSORIES n HANDICAP MOUNTING HEIGHTS D10 - PARTIAL FLOOR PLAN TILE PATTERN RM. 10� AND 10� _ru_rs Ir�te_r�atlo_n_a_I,_T�c. 1/4' - 1'-0' (ALL TOILET ACCESSORIES TO BE PROVIDED BY OWNER.) 1/4' - Y-0' HUNTON 09310 81 108OOH1BRADY 4114 X 41/4 16' X 30" ID9260.i32 10800.G2 :: a a 0 , :. , : PRYOR THE coLLACE MASO COMPANIES C o n s t r u c t i o n Architects P.A. NO. REVISION/ SUBMISSION DATE 80% GONST. DOCUMENTS 03/12/91 100% CONST. DOCUMENTS 04/1�1/9-1 PR J. No. 9606 .00 DATE INTERIOR DRAWN N.D./C.N. ELEVATIONS SHEETCHECKE® s A331 09310.A3 10800.A1 4.041 Al MEN' S TOILET ELEVATION 1/4' In 1'-0' ■ DWS: 6065A331 04/16/91 3:32 pm. I = 48 XREF5. PRiII C093 Copyright HUNTON BRADY PRYOR MASO Architects P.A. All (tights Reserved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax K V :21 KEYNOTE LEGEND 2 3 3 4 b t6.)�o 6 7 O�D 013260 GYPSUM 50AFRD A53EM13LIF5 IN 0926066 Fire rated gypsum board 1,,42 13129 PRE-ENGINEERED 5UILDING9 (AT SOFFIT) (AT SOFFIT) 13129Fzl wall panels MENS NOTES RE5TROOM 1000 ARCHITECTURAL I I _ I _ _ I _ I _ I _ I _ I _ _ I _ I _ _Y _ I _ _ I � _ I _ I _ I _ _ I _ I _ _ I _ I _ I _ I _ I _ I I � I _� 1015 exposed structure r 1.3129BI — — — — — — Al WOMEN5 I 0 0 ___F__ A2 11 (TYP.) RE6TROOM 0 .0 I (AT SOFFIT) r —Ij— 11!l!!1 EM no* T 3— V !A A 7 0 .'0D Riffle mmo 0 — -0— —0—Gr- 6 4 R I ififin OFFICE 101 1-01 ��'-ORIONI-01I-ON251-011-01 251-01251-011 I-ON2r?I_11I-ofI-ORI-Ol[-ON251-01 14 -II 141-11_11-011-01 25 25 25 25 2 �2 0 25 25 11 1125 25-24-0924-0112525 1. le —L r 0 0 O 0 0 0 0 0 0 0 O — 0 0 0 O O O—� O — — CE) 1.015 • OFFICE 0 0 O�- 0 0 0 0 0 0 �O- 0 0 O 0 k�442 0 0 0 0 ZP 7 � r —� r e r r � � � � _, 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 10 0 1 0 0 0 0 0 0 0 P 0 0 0 0- 0 4 W 0 __�_�� J �, Lo__ L L L_� GLAS5 PAINT AREA WAREHOUSE LINE y _ i _Be Beir�e__ 0 _ _�_o__o_�o __�_ � _o_�__� 0 1 0 1 01 (D 10 1 0 1 0 1 0 1 0 1 1 0 1 0 01 0 1 0 '0 0 1 0 1 0 1 0 1 1 1 0 of 1 0-�___^ _�_ _�__ �o __o___o__or F�LANT MGF,.— T OFFICE -M 0 I 0 0 0 0 0 0 0 0 0 i'i 0 0 0 I I a0 0 0 0 0 0 0 1 1 P ------- I aI aI a rI ��1 Q oI aI lififfii fififie Rimmmo MEO EXIT F 0 STAIR �,� • 09260.56 0 0 0 0 0 G 10 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 — I � — I—� � I � Ir —� — � — —�—I — —� I � Ir — � I — — rr r I 0- 0 0 0 0 0 � a�0 0 0 0 0 0 0 0 0 0 0 0 0 0 E 0 0 0 0 00 0 0 0 0 0 0 0 000 00_00� 0 o_0 0 0 0 + IMP 40 T 0 0 P LINE PAINT PAINT BOOTH Imo I � � r o r- � __0 —0— —0— � � o0 ro 0 � a �- � r � r A= Al REFLECTED CEILING PLAN DM. 6065A411 03/09/91 3:19 pm. I = 192 XREF5. CD53 PKII I I P 0 ZP (P NO-®R N T '_0 E Florida -Extruders International ke. Nli_ rr cYl HINTON �' BRADY PRYOR OTHE, COLLAGE M ,S O COMPANIES C 0 n S t Lr U C t i 0 n Architects P.A. NO. REVISION/ SUBMISSION DATE 0051. COW. DOCUMENTS, 03/12/91 100% CON5T. POCUMENT5 04/11/91 PROA No. 960(b5.001 DATE REFLECTED DRAWN cN. CEILING CHECKED Al PLAN SHEET A411 7 Copyright HUNTON BRADY PRYOR MASO Architects P.A. All Rights Reserved. 135 f/Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fax 4 a Cap �j — — — — — — — — — — — — — — — — — — — — — — — — - 0 --------------------------- --------------------------- L5 ENLARGED PLANT MGR. OFFICE R.C.P, L9 ENLARGED OFFICE R.C.P. 1/4' - 1'-0' 1/4W m if-OV ■ Al ENLARGED TOILET ROOM REFLECTED CEILING PLANS 1/4V ® if -OW x 1 0 14% 115 KEYNOTE LEGEND 09260 GYPSUM 150ARV A56EMWE5 09260BI gypsum board 13129 PRE-ENGINEERED BUILDINGS 13129EI wall panels ■ ■ ■ Florida "-Exlmdws Ikte_r m tjo_n_a_1,_T_na HUNTON BRADY PRYOR THECOLLAGE MASO COMPANIES C 0 n S t f U C t i 0 n Architects P.A. NO. REVISION/ SUBMISSION DATE 00% CONST. DOCUMENTS 03/12/91 100% COW. 1DOGUMENT5 04/11/91 ■ PROI No. 96065-00 ENLARGED DATE TOILET ROOM DRAWN C.N. AND OFFICE CHECKED A REFLECTED SHEET CEILING PUNS A41 "A R, W D116. 6065A4211 04/116/914:23 pm. 1 = 46 XREF& FRIll CD53 GRIN Copyright HUNTON BRADY PRYOR MASO Architects P.A. All Rights Rderved. 135 W. Central Blvd., Suite 400, Orlando, Florida 32801 (407) 839-0886 (407) 839-1709/Fox t E �µ ®. 25 DRAY SLUMP MAX LOCATION STRENGTH AGGREGATE FOUNDATIONS 3000 PSI 4" St,AB-ON-CsRADE: .4" 5LA8 - 3000 PSI ^ 4" i l" 1 1/2 ° PEDESTALS 4000 P61 411.1 1" TILT -UP PANELS 4000 PSI 411+ I" i DETAILS, OPENINGS AND OTHER SPECIAL DETAILS. THEY SHALL SHOW THE MAGNITUDE AND LOCATION OF BUILDING REACTIONS ON THE FOUNDATION UNDER ALL DESIGN CONDITIONS. 1r CALCULATIONS SUPPORTING THE DESIGN SHALL 5E 5U5MITTED NOT ONLY FOR THE STANDARD STRUCTURE 5UT FOR „ MODIFICATIONS AND FOR RELATED COMPONENTS REQUIRING, ., STRUCTURAL DESIGN. PE5 ANCHOR 5OLT DIAMETER SHALL 5-= DETERMINED 5Y METAL p 5UILDING MANUFACTURER, LENGTH AND TYPE OF BOLT G�% � REQUIRED TO TRANSMIT LOADS TO FOUNDATION SHALL 5E 5Y 1'10C�1 rC� 5URTON 5RA!&WEL L MIDDL EBROOCS ASSOCIATES. -AM r EXITUders PEo ALL COLUMNS 5A5E5 ARE DESIGNED AS "PIN" CONNECTED. In ern aliODal In C. NO MOMENT CONNECTED BASES ARE ALLOWED. _ _ ,:. .. t a. [ l�. ,, .., r _ r� ... .. :t .,.. 4 _. - "- rNn::l „r� .r .. , 1 , : e , a w. Y!, ,. .. , .. r , - ----. - _ .: _.. -. -.. ... .. .. .... .. ........ .. .... ..-,.,...,... .'... ..... ..,.. ,. ,.. _.. .. .. ,. .. ,. .. _.,.. .... }_.... .. a,a:... - !. ,«i6 d, _�.. ., .. n. ,, � .. -. .., � _, ,... _._. . s. _X.:I ...... .c .. m _, ,.. .moo t-. .. _ _. _ ..... .. -- .. .r, _ _ �11) rx I '. '�:I - - ._ - , I '6 t ,k e r, c . ['' k 5 I 1;1. . ,r' ! t. ) t ! I 1. !'4 { ,'F Yr + i - ,I 1. . I k , , y i}, ti d 4 1 4v t V.i a 16 17 ■" 1$ � 19 a r, } go ; ' ` , , I t1. ,, r: �: , N YP " T f I {1 1- , ,, u 1- - I a , 1 . - 111 . , u _ Imo. i r pl I 111 .[ [ . ; , I ill , I - I Ul '' U1 P GPM WP .n U " ' , A , 1 !r'! ,. ,: i.'.' a r. , 1 , r i' ... „ . ., U _. moo_ "i—" "'ice o"�P`oi'"_��; .. ,.: .. 3® "PP�s'~." "�." '�"".' "3 — .� PPS 111 ,;...r ;:.: ,,,:.:;., I , f..,:.. , ,t .;,".:.. cf) 111 I I d) it ' ;, k � SEE FTQ FOR SIZE 4 REINF I, I I___. _ . I'll I .— I. I I ��: I -:1�,�j,�' ---! I ; �_, � I .- . 1_I � I . I I . I rI I� I.I I 1I ..II � L II � ; II I I II I I ,�,I,-,t.,,],,�,, �,���:.`1A;_.�,, ,,.�.,,! I�, ,�,_'.,.�t�,�,;,,�,�,1,,-.,,:; '�� ,, ,,� ,,��1. �', ;`���'I;,, ,'', ;_,,;:::::::,*.::���,�, ",�1:::_�."_",,, ,, ,,:,, ;�:::�,,",`,�,,,�,,,;,,� �,�� �,,, . '" ,.� SECTION @ END WALL r .,,,"����,, ;. k,"",i,"",,,"i�1,,�,,,1 �,,'-�,�,',�i�!,,:'��,,11,,,%,c11,,,":�: :�,_�,l�:,�I:,,���' I� .1. 1I,.� ': �'. ,'I. �. .I I ,1,I .. � i�.'�l1- ,I.t,1. I��1,, I�I�.:���-I�,"I,�,.- - � I�. ,�,, C, ,1 ', "rI.,��,_�.�,1!;-.," �,� I,� �I �� 1',, , 1II1��:. 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I. , jy ?,:',1. ,;'- SCH-ABS PRE-ENGINEERED METAL BUILDING pULE [DIAMETER (D) **MINIMUM EMBEDMENT (E) _ T/ C:ONC. OR PLATE 111 lu A6TM A301 OR A36 STEEL 11 D/8" aid 3/4" to l -1/S" 12u I�! 11411 11 1/8" *1 1 1 I/4,, IS" 3000 PbI CON,0 * DIAMETER` OF; 5OLT i3Y MMTAAL BLPG,MFR. **EM5EDMSNT 3Y.5URTON BRA6WELL MIDDLE5ROOK6 NOTE; 1. DEYELOPE6 FULL TENSILE CAPACITY OF $INGLE HOLT. 2. SEE GFV, j NOTE6 FOR ADD'L ANCHOR 530LT INFO. 0 V LANDING EL, REF: r6 1 i ARCH DUGS —x--- -- �, 3 NOSINS , y �i BAR TYP //\\/� �\ ://\// , • \ ____ I" NOSiN!� \ �, it \—_ �4 S 12" \ � � `'. ~ �1, � �, � ATTACH TO SLAB L/ (2/ "O EXP BOLTS (E -- - ") FIN FL EL NOTES: 1. PROVIDE 1/2" THRU-( JAL EJ AT DISCONT 'US I/pOF HOf REINF AT JT. PROVIDE 5A,, ER ROD 4 eBALX ALL rACE6, 2. PRo`/IDc SLaB WITH ,( --� R __- R �— R -_-_� -� * —� R _�-� R ^ A --^'.- R --I)--- BEE PLAN `1 TYP TEMP /,//\, // � • - - Co,� , �/\ I SALUCUT JOINTS IN APPF 2 CLR# SEA PLAN UARE PATTERN NOT -0,' - SEE FTQ SCH EXCEED V ON ANY . FOR 51ZE k REINF 3. HANDRAIL AND ITS 6T4 �' SHALL BE BY OTHERS. E J - WALL BEYOND \ SPECIALTY ENCGINEER E SUBMIT SHOP 1:)"B d C TO ARCH. SEW GEN NO - FOR ADD'L REQUIREMEI O 'x4 .q a" OC . - • I ( (2) ;$5 CONT 11-01 -f-11 I ri SECTION C CONCRETE 9 SECTION STAIR 0 520I I I"— ,,,j, (., � �, � I �, � � , I " � '`;�I �;,- `:,,,, ,t.,�,, .�, ��I ., :I ,.., ,���, ,I : ,, . - I I 1.Szo1' � I . ,�, ,I:1. I .t I I: ":I II'�l. lI�,I�,��� .: I" -', '. . . I, . �, , �1, 1. ( � ,� : � I I� III I,� III: .� .' , 11��� � �,�,� ", �,_ � '' .r � - - � , I ;, �� �� ,,;� , : I . , I : .: - I 1, � . , , I I � w .s , STAIR ON GRADE . . S2O1 STRINGER CONS! TO SLAB STL-007 . CUNC-020 + _ I ,- , SCH-�i�A � �'. 1. OUNDAT10'" NJC CULE1. i ' � I ,. , 1. . � - . I . -, ,.. , 11�. I 11 , �! , , ,. ,,�:,� :�� �:G . .1. .''. I 1. I - I I I - - - __�3EM�3� s MA1RKI (L x W ®D3EIP�'R�iP� I � AD D 05 x CONT - TOP I 0" ISIZE .1 TYPICAL ALL SI®ES TYP ' ' f�l /�!-/„idx6,- „xI,-g) ! ' ' (b)#6 EW 50T SEE PLAN FOR LOCATION . MASONRY WALL: A - 8" OR I'-41! / IV - ' �-2 ` 8 -O x8 O x2 O l lOi� E�J BOT . T/ SL AB EL F3 '1'-0"x"1'-O"x2'-�" (8�� EU7 807; - SEE PLAN (2J 5 P LAP TY . `:. _'0�lx5'-0"xl'-g" (3i� EIU i�OT -F4 30 DI,C / d \\\\\\��� / / /�\\/��` F5 3'-sD"x3'-,O"xl'-oH (2.'#6 -WU 50T I • _ i�' a i! F&c 9 -Crd x, - x2 -CD (ili#�O > U) BOT // �// 4" CONC 5LAB REINF W/ \� TYP UJ(,l,F SEE PLAN 1 _ �. ..L 4 . ' T/ FTC? ( -t SEE PLAN I, =i 4'-m"x4'-O"x1'-�" (3i� EUJ BOT \ STD HOOk, TYP ���;>�E� r�aR, TYP `-'' $fd° CC�NST. DUGUMENT� �_� /o �3/12%97 __ ,, , I F QE AL RE NER NOTES (MATCH HORIZONTAL ZED BAR SI IUD GUNS i. I70CUMN�'a {a% Qi4/09/97 ! ,, �� �; W� FOR REGI'D CO`/ER T/ SLAF3 `/%�/% • 7 \ /�\ /�� 311 CLR , SieE PLAN .1 IB /\\/\�//;\/\;��Nf f i�l'1"� �i IN r P I � � tl I - . � ''I _ � I r' I I - � 7L I u� �� A// \//\\// \//� �� i. \ � t RE1NF SAME AS .. _..... Ir . ,' . t ',L, ,. ,, . . , F0UND TIC N, CAE �riNINFORMAT�ON: �/ Z ,L - T TI Ix2 KEYED CONS RUC ON JOINT r IN FTG S..r�.PDUL- B REINF DEVELOPMENT. ---- - . ;. "' Ij � I , 1■T ,, . , �t (t) 2 ,�---,( W �!! _ ^ �: �. ► d�N �SI - wTe� H r. PI�O�. No. 9(a�(o5.(d� q .a � � �,,,,�,;,,, "",il , ,� 151. ..,�L, ,._ .I, ._ ,,,., ',, :Niv.T.:'ALLWUJAISLE 601E F3EARING PRwS R%.-.,25®K! !-r�'F'.. ;., �Pr ! �y { /y �r �r! �ry �+ �' f r� ,�►►yy�9 G '. r11 ((�� U! V Q 99 AJNO� DETAIL lip'� tt Y/ qp�� //�� - DATE � /yy /� (� 1,O�/21�91 ,: , , d,..;,. " _;. I � : F(r1. �. ,.� - PEf SDI.LS REPORT, PMISPA1�E�7`3Y: UNI`�ERS�,L'1aNCaINEERIN� SCImNCES v ct) 1� VV�®.�iI4IV DETAILS DRAWN ,,., o-, }^� ,.. ,..,..I ., .. , , .., f, ' ' r .', : v ^ , � PEeIGNATED REPOF�T,#ISOS4-001-01 DATED: 3/1/'V ,. �. �STEP SECTION R P IqWrf�1���LECI�E®A C� D 0 N,1 FTC allu R i.YRiO'T pO.`144"r Rml0'AN ,., "�: Y r :. _ I „ i : : ,. .. niA "I'Do sm, .'Al l.OaM Ale[ Mr t0 tt�We� pT.Of.1t 'VE� ' .: .:. : AJ'�O.( 5201 - - ,� JNY•low on rWJrt N V.IUtrW =Oa•uiNGN 4tD f.9f.Ria7 GP bdckb�aol� fAC.SLAB t li,+ t ,:: .1 . . I , � . z 1, I 11, „ +, S . I I j t {,,` CONC—U15 - CONC-005 _ A9dACEt9S�' .my To w rsw 4w To A un YAM w0~OiSTT NtAllr&A' V r Tt*d ,rZ. Prrt,ailw N� caalr+l. N.A Q* /-- xft jw *". r L m SjW 0 . � l ''II . i': ., ,. ,,... ' L. ., -,., 11 ;,`' ,, � , , . 1 : r 2 ■ a ■ $ , 8 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 a 13 ■ 14 ■ 16 ■ 16 . TT 18 ■ 19 ■ 2Q ., ;,,:; ,. . ,, _ _. , ' ;. , , ,. - ., , _ _ , , , . . I . 96218$P ', 2I yI 9211kh1M ' S6�EF£.1 aj'41;�t2 s,,. ..;. ,;,. . t Co n nfi Archrfects P.A. All RI Rights Reserved. 135 N. Central Blvd, pY g ��!� �Y �� )( � I Suite 400 Orlando Flonda 3101 (�1Q7) 839 0886 " (07) r 839 1709lFa,c 1, rr > ; ( , ., ,03 . , ,. 1 , , .; , �,41 11, : .. n .. is ... .. + .. :. .. tr. 1 : > :. .. :.. .'.. .. ,:' w .. ) ,:. rr. d, ., to,.L .. t fit,, ' ,•. ...', n. .. r , „ _ .� ' . ru ..4.. a.�rG'.'r< w. vl�iy rb- .I ,'� }L .. .h u . .. . , '; 2'k'• lI -1 _. - __- _. - _ ,. ,.. ^k e s f '.; .. , r .... ..� .. - '' . r .. .,. �}}yy Ay�i . ... _ .. 1. ,�. .. • - 1�r . .. r � . .., � i •. n n a ..' - Y I � ., r r ... � ' .. a :r. .. ,, ,. .. � � - � �. is .,,.. _:..� ., ,..,..., .. .,� ,.,, .,...,..,.,..r. .. ,. .'' .. �. r _. �. .. : .� ,.ri. .,-w. •.. o .. a' :-. ... � ,. ;,. - .. � .. .'. t .. � . 1 fit.. �- „—�--. w.. � - A r } r y7 'r •5. t r ^ J 4 , •� ; , ll Y r. • f , r 1 I o r F r y : r • t ^ - I ! 1 �1 1� Ky d I —ROOF MOUNTED EXHAUST 1 a I PARTIAL FLOOR PLAN -- HVAC SCALE: 1 4 =1 —0 ——� FAN SCHEDULE UNIT NUMBER PERFORMANCE DATA CFM SP FFM RPM SON., BHP CONSTRUCTION DATA FAN TYPE CLASS ROT DISCH MOTOR T R DATA HP WATTS START DEL ELECTRICAL ' VOLTS PHASE CYCLES MANUFACTURER/MODEL ; EF-1 . 2500 .375" — — 1055 12.8 .38 ROOF MOUNTED CENTRIFUGAL — — — — — — 1 2 / — — — — 480 3 60 LOO EN `C`COOK A -- R CE B 165C58 EF-2 THRU 13 48,350 .25" -- — 440 40.0 8.5 ROOF MOUNTED UPBLAST — — - — — 10 - — — 480 3 60 LOREN COOK 72EU148 EF-14 THRU 17 20,000 .25" — — 556 30.0 3.0 ROOF MOUNTED UPBLAST — — — — — 3 — — — — 480 3 60 LOREN COOK EF-18 THRU 26 36,000 .25" — — 426 29.0 5.0 WALL MOUNTED PROPELLER — — — — — — 5.0 — — — — 480 3 60 LOREN COOK 54XLWH FURNISH ALL ROOF MOUNTED EXHAUST FANS WITH ROOF CURB FURNISH PROPELLER FAN WITH ALUMINUM PROPELLER AND GALVANIZED BUTTERFLY DAMPER. AIR GRILLE SCHEDULE UNIT NUMBER SERVICE MOUNT C.F.M. RANGE SIZE - L'X H N.C. FRAME �' P.D. IN W.G. DAMPER HLAD SPA NO 0 F XED DEFLECTION CONSTRUCTION FINISH MANUFACTURER MODEL ER-1 RESTROOM CLG — — 16x16 25 SURFACE 0.07 O.B.D. 1/2FF ALUMINUM WHITE _ TITUS 50 F ROOM AIR CONDITIONER AC —A WHILE—WESTINGHOUSE MODEL: WACO86P7A; 115V, 10, 7.5A; EER 9.2, 8000 BTUH COOLING WITH A MIN. OF 5119 BTUH OF HEATING. HVAC S"WBOL LEGEND 24x12 DUCT —. FIRST DIM. IS SIDE SEEN OR HORIZ. S TEMPERATURE SENSOR DUCT ELBOW DOWN Q -THERMOSTAT DUCT ELBOW UP CONDENSER WATER SUPPLY CWS SA DUCT SUPPLY AIR CONDENSER WATER RETURN CWR RA EA OA DUCT — RETURN EXHAUST OR OUTSIDE AIR CHILLED WATER SUPPLY CHW5 ELBOW W/TURNING VANES CHWR-- CHILLED WATER RETURN --j--- TAKE —OFF W/EXTRACTOR AC AIR CONDITIONER L� i DUCT UP TO UNIT ABOVE AHU AIR HANDLING UNIT FLEX. DUCT CONNECTOR AFF ABOVE FINISHED FLOOR I I I I I I FLEX. DUCT/FLEX. CONN. BDD BACKDRAFT DAMPER ® SUPPLY AIR TERMINAL ARROW INDICATE THROW COND CONDENSATE —•—Z RETURN OR EXHAUST AIR CU CONDENSING UNIT F =z=f= FIRE DAMPER HVAC HEATING, VENTILATING & AIR CONDITIONING S = SMOKE DAMPER OA — OUTSIDE AIR F/S FIRE/SMOKE DAMPER RA RETURN AIR VD VOLUME DAMPER SA SUPPLY AIR AD =4�_— AUTO DAMPER SD SPLITTER DAMPER —�G}-- BALL/BUTTERFLY VALVE W/ WITH ��. POINT OF CONNECTION NEW TO EXISTING WORK LLOUVERED DOOR SECURE CURB TO ROOF FOR FLASHING SEE ARCH DWG — WITH S/M SCREWS, LAG BOLTS OR BY WELDING, CONSISTENT WITH ROOF SECURE FAN TO CURB WITH SHEET CONSTRUCTION. METAL SCREWS 12" O.C. ALL AROUND ACCESS DOOR ALUMINIUN TWIN CURB FASTENING SECURE CURB TO ROOF SHELL CURB FLANGE USING FASTENERS AT — 12" O.C. BEFORE APP— LYING ROOFING OR IN— SULATION (IF REQUIRED) CONNECT INSIDE OF ROOF STRUCTURE —SEE ROOF OPENING IN CURB TO B.D.D. ARCHITECTURAL AND ACCORDANCE WITH '--SEE PLANS FOR STRUCTURAL PLANS MANUFACTURER'S DUCT CONNECTION FOR DETAILS. APPROVED SHOP OR REGISTER DRAWINGS PREFA13RICATED FAN CURB DETAIL NOT TO SCALE — WEATHER HOOD q 9 9 �A'rr WIRE GUARD MOUNT BOTTOM MOTORIZED SUPPLY OF FAN MIN. SHUTTER 16'-0" AFF PROVIDE STRUCTURAL SUPPORT FOR FAN, SEE FAN AND BUILDING MANUFACTURE FOR TYPE, SIZE AND LOCATION WALL MOUNTED PROPELLER FAN DETAIL NOT TO SCALE BAFFLE EXTRUDED • ALUMINUM f t COVER WEATHER COVER CONDUIT BASE ROOF MOUNTED LEI` MIEU IA.L FAN DETAIL NOT TO SCALE 1-3 :', .. .. ,. .-, r� •. t... M ,. . ., .f .. :,., :..' ,. .. - ,:. �• r. .. .., '. .. ::. r: a-., - , , PLUlm 81,NC S%YMBO'L LB.GE,ND ,, w ,, „ SANITARY WASTE LINE BELOW FLOOR HB. I g HOSE BIBB EWH ,. • ,, ELECTRIC WATER NEATER SANITARY WASTE LINE- ABOVE FLOOR B VALVE ALL AL EWC ELECTRIC WATER COOLER ---------- SANITARY VENT LINE CHECK VALVE FL : FLOOR " ?- DOMESTICCOLD WATER -----=- INLINE PUMP HD HUB DRAIN . --� DOMESTIC HOT WATER ----i I i -- UNION KS KITCHEN SINK DOMESTIC HOT WATER RECIRCULATED TEMP. & PRESSURE RELIEF VALVE LAV, L LAVATORY G — GAS [lam WC PLUMBING FIXTURE SYMBOL & MARK MS MOP SINK ,= ,� �, SD STORM DRAIN - BELOW FLOOR ---�----- WATER ARRESTOR NIC NOT IN CONTRACT SD STORM DRAIN - ABOVE FLOOR POINT .OF CONNECTION TO NEW, EXIST SS SERVICE SINK ---COND — CONDENSATE DRAIN BALANCING VALVE UR URINAL 0-------- PIPE ELBOW UP AFF ABOVE FINISHED FLOOR We WATER CLOSET C PIPE ELBOW DOWN CLG CEILING W/ WITH WCO WALL CLEANOUT FS FLOOR SINK FCO 0- FLOOR CLEANOUT CS COUNTER SINK GCO U- GROUND CLEANOUT CW COLD WATER VTR o- -- -- VENT THRU ROOF DISP DISPOSER RD QO ROOF DRAIN DN DOWN FD ® FLOOR DRAIN OF DRINKING FOUNTAIN {{ yu^� N."�a�P.�w I. SQ u � 1 S t F k 2 3 T S C S r 3 r L i.cf�I� 7 M I ♦� ■ {� 1 f J 1 ro WC-1 WATER CLOSET: FLOOR' MOUNTED, ' FLUSH ;VALVE, SIPHON JET,. ELONGATED, WATER SAVER 1.6 GPF, WHITE,VITREOUS,CHINA, x S WHITE' OPEN FRONT'SEAT. AMERICAN STANDARD !MADERA" • 'r FRONTSCHURCH,9500C= ZU Z •. 2234.015._ WHITE OPEN EAT, � RN � ,;.- ., ,::. ,, , ,, 6000XL-WS1 FLUSH VALVE: :. 04=4797, :: , / 1Q0l. GONSIIZUCT(QN'DpCtIMEl4tS ; ;• WC-2 1 HANDICAP WATER CLOSET: FLOOR MOUNTED,:;FLUSH VALVE,; SIPHON 04-99 97, >100% co ROCUININlS, ;� �? JET, � ELONGATED WATER SAVER, 1.6 GPF ;WHITE VITREOUS:'CHINA `' "CADET" � 03-I2-97 UCTIRH OQGUME 80�, C4lVSTRJ!l�S WHITE OPEN FRONT SEAT. AMERICAN STANDARD 9468.0181 ZURN Z-6000XL-WS1. FLUSH VALVE, CHURCH 9500C SEAT. ADA' :' REV. Nor DATE,: ISSUE NITgY 1 F: APPROVED FOR HANDICAP ACCESSIBILITY. MOUNT AT ADA APPROVED HANDICAP ACCESSIBLE HEIGHT. NOTES: UR-1 URINAL: "WALL HUNG,TOP SPUD,WATER CONSERVING 1.0 GPF, FLUSH ' VALVE, WASHOUT, WHITE VITREOUS CHINA, FLOOR MOUNTED' CARRIER. AMERICAN STANDARD "WASHBROOK" 6501.010: ZURN Z- , 6003XL-WS1 EXPOSED FLUSH VALVE. ZURN ZR- 12221 CARRIER. UR-2 HANDICAP URINAL: WALL HUNG, TOP SPUD WATER, CONSERVING 1.0 GPF,FLUSH VALVE, WASHOUT, WHITE VITREOUS CHINA, FLOOR, MOUNTED CARRIER. AMERICAN STANDARD "WASHBROOK":6501.010, ZURN Z-6003XL-WS1 EXPOSED FLUSH VALVE,ZURN ZR--1222 CARRIER. MOUNT AT ADA APPROVED HANDICAP ACCESSIBLE HEIGHT.`"' L-1 LAVATORY: 20" X 18" WALL HUNG, WHITE VITREOUS CHINA, FLOOR MOUNTED CARRIER, SINGLE LEVER CENTERSET FAUCET WITH POP-UP WASTE, BRASS P-TRAP, SUPPLIES WITH STOP. AMERICAN STANDARD "LUCERNE" 0355.012, 2000.101 FAUCET. L-2 HANDICAP LAVATORY: 20" X 18" WALL HUNG, WHITE VITREOUS CHINA, FLOOR MOUNTED CARRIER, SINGLE LEVER CENTERSET FAUCET WITH FLAT GRID STRAINER, BRASS P-TRAP, SUPPLIES; WITH STOP. AMERICAN STANDARD "LUCERNE" 0355.012, 1340.000 F`J+ FAUCET. - ESE-1 EMERGENCY EYEWASH/SHOWER: COMBINATION DELUGE SHOWER HEAD ; t - " AND TWIN EYEWASH SPRAYS. BRADLEY S19-310 - ---- ---- HI WCO . • ' is -. � -- Ii �""" -"-' "'�" � "��' -- �i t WS-1 WASH STATION: FLOOR MOUNTED WALL STYLE, SELF LEVELING, 304 PLUMBING F1IXTURE C0NNECT110N SCHEDULE SYMBOL DESCRIPTION CW HW WASTE VENT REMARKS WC-1 WATER CLOSET 1" - - 3' 2" - - - WC-2 WATER CLOSET 1" - - 3" 2" HANDICAP UR-1 URINAL 3/4' - 2" 1 1/2" - - UR-2 URINAL 3/4' - - 2' 1 1/2" HANDICAP L-1 LAVORATORY 1/2' - - 1 1/2' 1-1/4' WALL L-2 LAVORATORY 1/2- - - 1 1/2" 1 1/4' WALL HANDICAP WS-1 WASH STATION 1/2" - - 2' 1 1/2' FLOOR MOUNTED EWC-1 ELECTRIC WATER COOLER 1/2" - - 1 1/4' 1 1/4" FLOOR MOUNTED EWC-2 ELECTRIC WATER COOLER 1/2- - - .1 1/4' 1 1/4' HANDICAP HB-1 HOSE BIBB 3/4- - - - - - - WALL MOUNTED ESE-1 r EMERGENCY EYEWASH 1 1/4' - - - - 1 1/2- - - - STAINLESS STEEL. 5 DECK MOUNTED BRASS METERING FAUCETS. BRADLEY 6951-8 WITH (5) 90-75 FAUCETS. FURNISH COMPLETE i' WITH SUPPLIES WITH STOP AND P=TRAP. EWC-1 ELECTRIC WATER COOLER: FLOOR MOUNTED, BACK SPLASH, SUPPLY WITH STOP, BRASS P-TRAP, 19.5 GPH OF 50 DEGREE WATER,` 1/4 ,. HP COMPRESSOR, 7.8 FLA, 115V, 1 PHASE, 60 'CYCLE. ELKAY EFA-20 E w w EWC-2 ELECTRIC WATER COOLER: WALL HUNG, HANDICAP ACCESSIBLE, FRONT, AND SIDE PUSH BARS, SUPPLY WITH STOP, BRASS P-TRAP, 8 GPH OF 50 DEGREE WATER, 350 . WATT, 4.8 FLA, 115 VOLT, 1 PHASE, 60 y, CYCLE. ELKAY EBFSA-8 WF-1 WATER FILTER: MULTIPURPOSE COLD WATER FILTER, AQUA -PURE `AP200 �5 F' HD--1 HUB DRAIN: CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP, ADJUSTABLE TYPE E NICKEL BRONZE STRAINER, ZURN Z-415-E. FD-1 FLOOR DRAIN: CAST IRON BODY WITH BOTTOM OUTLET, '^9 COMBINATION INVERTIBLE MEMBRANE CLAMP, ADJUSTABLE TYPE B NICKEL BRONZE STRAINER, TRAP PRIMER CONNECTION, ,ZURN Z= 415-P. ' >" HB-1 HOSE BIBB- WALL MOUNTED. BRASS. CHROME PLATED, VACUUM t , ls mm 17 It 7 'A AN, 7 1 "I 4�1` C y. f 777 7, -1 f F- NtARW' 0 LU M 4 6" AF MQUNT,�' OM131 NAM' VARTERMSORKV �!S IT*I' AiNvALL 'Woot-riNoicA!tO,,,,mout4r.,,AT�'48.�,'�"', F AF -,':,.T '00AUTTO] P �OVIOE -=P START P LOV WIT K� CQ ER 0 NA71,9P, M OT WER PANEL1" -4 L HLPA-26 10 AND L7 r POWER, �ANE, 5 fir .7 _j -T tft. . . . . . . . . . it-p I HLPEr -j- =POWER PANEL oHP-2* P M tL , L _j F T-1 tt !7 7 7 j 111 j r+�7 tH E 51 if-4 �LPE-2 LP 2 X)b 10 AND 10 AND HLPE-6' -,HLPE ANP 1 1.0 GND 0 �GND. HLPE47 1 10 F7 HLPt-10 i E 9 ly, OND t3 1#10 GNO. 3112 AND 2 MD- AND fLL I lu u I L 12 AND 1 10 GNB —H (D q 14 3�8 AND ll j F -F-7 1POWER PANEL' EF4_6 r) EF-8 �L__9 - 10' GND 4:�-J�J 4 EF PANE HLPE- 12 L H 3�8 AND G L MOP -6 L Ll L i t T (UNDERGROUND) - - - - - - - fj do v C: m� 40, 4 �j r B E [A T EL tI'C �T T Tj 41- - P 3 lic (UN ERGROUND) OFF BUFTON W- 7- -77 77 It-4 f6XI E LOCATION 7 OAR MTC 0 iw: OAR .......... f7! -A mw A (UNCERGROU�Q F] f , ! t , .rr r , r 1 LI a �Gl�i NG FIXTURE 8 H DULL FIXTURE DESCRIPTION LAMPS MANUFACTURER REMARKS TYPE No. TYPE NAME CATALOG No. A SUSPENDED METAL HALIDE MEDIUM BAY ENERGY 1 400 W MH DAYBRITE EHO' 400-M-27-16D SAVINGS BALLAST Al SAME AS 'A' EXCEPT WITH QUARTZ LAMP 1 400 W MH, - DAYBRITE EHO-400-M-27-160-Q 250 W QUARTZ 8 RECESSED LENS TROFFER 3 F32/T8/WW/WS DAYBRITE 2DG-332-FS-01-277' C FLUORESCENT STRIP 2 F32/T8/WW/WS ' DAYBRITE T=232-277 D FLUORESCENT WALL MOUNT WITH EMERGENCY 2 F32/T12/WW/WS DAYBRITE WB-232CP-277 BATTERY PACK E HIGH PRESSURE SODIUM WALL PACK 1 70 W HPS DAYBRITE 9L-70-HS-MT-PLMT F EMERGENCY INCANDESCENT BATTERY UNIT PROVIDED WITH CHLORIDE TAL-300-DK-2 277V FIXTURE G FLUORESCENT WRAP AROUND 2 F32/T8/WW/WS DAYBRITE AW-232-277 X LED EXIT LIGHT - - PROVIDED WITH CHLORIDE ISP-E-8-1-R-2 FIXTURE X LED EXIT LIGHT WITH QUARTZ FACE - - PROVIDED WITH CHLORIDE ISP-E-6-2-R-2 FIXTURE MAIN SWITCHBOARD SCHEDULE SWITCHBOARD TYPE FRONT ACCESSIBLE, GROUP MOUNTED, MOLDED CASE, NEMA 1, FREE STANDING VOLTAGE 480/277 PHASE THREE PHASE, FOUR WIRE SECTION ITEM # ITEM DESCRIPTION SERVES FRAME OR SWITCH SIZE POLES TRIP OR FUSE AIC SHU TRIP CONNECTED A. LOAD DEMAND A. LOAD YES NO A Ml PUSH BUTTON EMERGENCY DISCONNECT Al MOLDED CASE CB POWER PANEL HP-1 600A 3 600 65K X 480 384 A2 MOLDED CASE CB POWER PANEL HP-3 600A 3 400 65K X 320 256 A3 MOLDED CASE CB POWER PANEL HP-2 400A 3 300 65K X 240 192 A4 MOLDED CASE CB POWER PANEL HP-4 400A 3 300 65K X 240 192 A5 MOLDED CASE C8 SECTION B 1600A 3 1600 65K X SECTION A. BUS 3000A 8 81 MOLDED CASE C8 PANEL HLPA 225A 3 125 35K X 61 61 B2 MOLDED CASE CB PANEL HLPB 225A 3 125 35K X 33 33 83 MOLDED CASE CB PANEL HLPC 225A 3 125 35K X 40 40 B4 MOLDED CASE C8 POWER PANEL HP-5 225A 3 2.25 35K X 180 144 85 MOLDED CASE CB PANEL HLPD 225A 3 125 35K X 72 58 66 MOLDED CASE CB PANEL HLPE 225A 3 225 35K X 163 135 87 MOLDED CASE CB SPACE ONLY 225A_ 3 88 MOLDED CASE CB SPACE ONLY 225A 3 SECTION B. BUS 1600A TOTAL CONNECTED KVA 1601.011 25% FUTURE 325.932 TOTAL DEMAND AMPERES 1303.728 DESIGN AMPERES 1629.66 btu` ELECTRICAL. SYMBOL. LEGEND ® 2'x4' FLUORESCENT FIXTURE WITH EMERGENCY BATTERY PACK ' ELECTRICAL DATA 480/277 PANEL TYPE MOUNTING COLUMN . PANEL MAINS PHASE "HLPA" IOOA, 'MLO THREE PHASE . NEUTRAL BUS AMPACITY iooA SINGLE PANEL:. .GROUND BUS' AMPACITY . 1 ODA DOUBLE'❑ ' ; , PANEL. M C. RATING �o,000 plc COMMON 'PANEL:' - D '; CIRCUIT IDENTIFICATION PHAS» - A » » A AM » P TRIP BPS POLES CIRCUIT # PHASES A B C CIRCU[f # POLES TRIP. AMPS "P P c CIRCUIT IDENTIFICATIONAMPS ` LIGHTING NORTH SIDE PROD. AREA 17.9 . 30. 1 1 2 1 30 17.9 >< UGHITNG CENTER PROD, AREA LIGHTING NORTH SIDE PROD. AREA 17.9 30 1 3 4 1 30 16.3 UGHITNG CENTER PROD. LIGHTING NORTH SIDE PROD. AREA >< 17,9 30 1 1 5 6 . 1 30 17.9 LICHfTNG CENTER .PROD. LIGHTING SOUTH SIDE PROD. AREA 17.9 .><>< 30 1 1 7 8 1 20 >< SPARE .' LIGHTING. SOUTH SIDE PROD. AREA 17.9 30 1 9 10 1 20 SPARE LIGHTING `SOUTH SIDE- PROD. AREA 17.9 30 1 11 12 1 20 >< 3,5 TOILET ROOMS rl LIGHTING' MECH. ROOM, OFFICE 10.5 20 1 13 14 1 20 SPARE , EMERGENCY UGHTS >< 6 .20 1 15 16 1 20 SPARE SPARE >< >< 20 1 17 18 1 20 SPACE ONLY SPARE 20 1 19 4 20 1 40 SPACE ONLY SPACE ONLY 1 21 22 1 40 SPACE ONLY SPACE ONLY 1 23 24 1 40 SPACE ONLY TOTAL PHASE AMPERES TOTAL PHASE A AMPERES TOTAL PHASE B AMPERES TOTAL PHASE C AMPERES 46.3 64.2 59.7 57.2 41.8 _ 35.8 AVERAGE DEMAND AMPERES 25% FUTURE AVERAGE DESIGN AMPERES 60.38 15.1 75.48 17.9 17.9 21.4 TOTAL PHASE -AMPERES, CONNECTED KVA 50.2 DEMAND KVA 50:2 ELECTRICAL DATA 480/277 PANEL TYPE -- MOUNTING COLUMN PANEL MAINS PHASE "HLPB" IOOA, MLo THREE PHASE NEUTRAL BUS AMPACITY 100A GROUND BUS AMPACITY 100A A.I.C. RATING 10,600 Alc SINGLE PANEL DOUBLE PANEL COMMON •PANEL" D . CIRCUIT IDENTIFICATION A AMPS » » c AMPSS TRIP AMPs POLES CIRCUIT # PHASES A B c CIRCUIT # POLES TRIP AMPS A MPS » Ps CIRCUIT IDENTIFICATION LIGHTING SOUTHWEST PROD. AREA 18.1 30 1 1 2 1 30 >< SPARE LIGHTING SOUTHWEST PROD. AREA 18.1 30 1 3 4 1 30 SPARE LIGHTING SOUTHWEST PROD. AREA >< 18.1 30 1 5 1 6 1 20 6 EMERGENCY UGHTS ' EXIT AND EMERGENCY LIGHTING 6 20 1 7 8 1 30 16.3 LIGHTING ° EAST SIDE BIN AREA_-"' SPARE 30 1 9 10 1 30 >< 16.3 LIGHTING EAST . SIDE BIN AREA SPARE 30 1 11 12 1 30 >< >< SPARE _SPARE 20 1 13 14 1 20 >< SPARE SPARE 20 1 15 16 1 20 >< SPARE SPACE ONLY 1 17 18 1 SPACE, ONLY SPACE ONLY >< 1 19 qp 20 1 SPACE ONLY; SPACE ONLY 1 21 22 1 T, SPACE SPACE ONLY 1 23 24 SPACE 'ONLY TOTAL PHASE AMPERES 1 TOTAL PHASE A AMPERES TOTAL PHASE B AMPERES TOTAL PHASE C AMPERES 24.1 18. 40.4 34.4 24.1 AVERAGE DEMAND AMPERES 25% FUTURE AVERAGE DESIGN AMPERES 1 32.96 S.z39 _ 41.2 16.3 16.3 6 TOT L ;PHASE AMPERES ,t CONNECTED KVA 27.4 DEMAND KVA 27:4 ELECTRICAL DATA 480/277 PANEL TYPE -- MOUNTING COLUMN PANEL MAINS PHASE "HLPC* 100A, MLo THREE PHASE NEUTRAL BUS AMPACITY 100A GROUND BUS AMPACITY 10 ___. A.I.C. RATING , 10,000 AIC SINGLE PANEL .' Im DOUBLE PANEL D COMMON PANEL' Cl CIRCUIT IDENTIFICATION A PS B AMPS C PS TRIP AMPS POLES CIRCUIT # PHASES A 8 C CIRCUIT # POLES TRIP AMPS » » A AMPS » » B AMPS HA » c AMPS CIRCUIT IDENTIFICATION LIGHTING SOUTHWEST PROD. AREA 18.1 30 1 1 2 1 30 17.9 LIGHTING SOUTHEAST CENTER S-TOR. LIGHTING SOUTHWEST PROD. AREA >< 18.1 30 1 3 4 1 30 17.9 LIGHTING EAST CENTER STOR. LIGHTING SOUTHWEST PROD. AREA 18.1 30 1 5 6 1 20 >< 11.3 UGHTING "CENTER N.E. CENTER TO EXIT AND EMERGENCY LIGHTING 6 >< >< 20 1 7 8 1 20 11,3 >< LIGHTING NORTHEAST CENTER STOR. SPARE >< _ 30 1 ' 9 10 1 20 2 EXTERIOR AND SOUTH LIGHTING SPARE >< >< 30 1 11 12 1 30 >< SPARE SPARE >< 20 1 13 4 14 1 20 SPARE SPARE 20 1 15 16 1 20 SPARE SPACE ONLY >< >< 1 17 18 1 SPACEONLY . SPACE ONLY 1 1 19 20 1 SPACE ONLY SPACE ONLY 1 21 22 i SPACE ONLY SPACE ONLY TOTAL PHASE AMPERES TOTAL PHASE A AMPERES TOTAL PHASE B AMPERES TOTAL PHASE C AMPERES 24.1 18.1 53.3 38 29•4 i 23 18.1 AVERAGE DEMAND AMPERES 25% FUTURE AVERAGE DESIGN AMPERES 24 1 40.21 10.05 50.26 29.2 19.9 1 i,3 CONNECTED KVA DEMAND KVA SPACE ONLY, TOTAL PHASE AMPERES 33.434 33.43 1 , r EMERGENCY TRIP BUITON 90" A B '0 1 2 1 2 3 4 3 4 5 6 5 7 8 I�- 30" ----I~ - 30.0 --- -� '.Xk l lVN H JtL, I IUN U EMERGENCY POWER--� OFF BUFTON Al 3000A BUS 1600A BUS _ C/T CABINETL - - - - - - 1 2 3 4 5 6 7 8 1- 2 3 4 5 O O PAD MOUNT TRANSFORMER 600A 400A 30CA 300A 1600A 125A 125A 125A 225A 125A 225A SPACE SPACE BY FLORIDA POWER CO. �� ELECTRICAL DATA 480/277 PANEL TYPE -- MOUNTING COLUMN PANEL MAINS PHASE "HLPD 125A, MLo THREE PHASE NEUTRAL BUS AMPACITY GROUND BUS AMPACITY A.I.C. RATING 100AA 100A 10,000 AC SINGLE PANEL DOUBLE PANEL ' '-EQ , COMMON PANEL E CIRCUIT IDENTIFICATION »P »B »cs TRIP A�APs POLES CIRCUIT # PHASES A' B c CIRCUIT # POLES TRIP AMPS AAA P » » MCA CIRCUIT IDENTIFICATION EF-26 8 8 8 20 3 1 2 3 20 8 8 8 EF-18 EF-25 8 8 8 20 31 3 4 3 20 8 8 8 EF-21 EF-24 8 8 8 20 3 5 6 3 20 8 8 8 EF-20 EF-23 8 8 8 20 3 7 8 3 20 8 8 8 EF-19 EF-22 8 8 8 20 3 9 10 3 20 SPARE SPARE 20 3 11 12 3 20 SPARE SPARE 20 3 13 14 3 20 >< SPARE 15 _ 16 17 18 19 1 20 _ 21 22 _ n4O40 23 24 TOTAL PHASE AMPERES TOTAL PHASE A AMPERES TOTAL PHASE B AMPERES TOTAL PHASE C AMPERES 40 72 72 72 AVERAGE DEMAND AMPERES 25% FUTURE AVERAGE DESIGN AMPERES 67.57 14.3s 71.96 32 32 32 CONNECTED KVA DEMAND KVA TOTAL PHASE AMPERES___ 59:832 °478s4 SHUNT TRIP �Y'1 (TYP OF 5) 's , F 4#1 & 5 1 GND, 1 1/2"C 4#4/0 & 14 INCOMING PRIMARY -� I 2-3°C 30C -- 3°C 30C1/2'C PROVIDE DUCTS AS r?r,nl IIAC'fl RV G D rrt .T. FnrI 1 �.. �. xT. • �-1 f- ELECTRICAL DATA: 480 277 PANEL TYPE -- MOUNTING COLUMN PANEL MAINS PHASE "HLPE° 225A, MLo THREE PHASE NEUTRAL BUS AMPACITY GROUND BUS AMPACIT( A.I.C. RATING 225A 225A 10,000 Ac �r SINGLE PANEL DOUBL` � PA ❑ E NEL COMMON PANEL : EJ. CIRCUIT IDENTIFICATION A �' PH TRIP AMPS P°ems CIRCUIT # PHASES A B C CIRCUIT # POLES TRIP AMPS » P B » c AMPS CIRCUIT_ ,IDENTIFICATION EF-2 14 14 14 30 3 1 2 3 30 14 14 14 EF-8 . EF-3 14 14 14 30 3 3 4 3 30 14 14 14 EF-9 EF-4 14 14 14 1 30 3 5 6 3 30 14 14 14 EF--10 EF-5 14 14 14 30 3 7 8 3 30 14 1 14 14 EF--11 EF-6 14 14 14 30 3 1 9 10 3 30 14 14 14 EF-12 ' EF-7 14 14 14 30 3 11 12 3 20 4.5 4.5 4.5 EF' 13, SPARE 30 3 13 14 3 20 4.5 4.5 4.5 EF714 SPACE ONLY 3 15 16 3 >< ><ISPACE ONLY SPACE ONLY 3 17 18 3 SPACE ONLY 19 20 21 22 23 24 TOTAL PHASE AMPERES TOTAL PHASE A AMPERES TOTAL PHASE B AMPERES TOTAL PHASE C AMPERES 84 163 163 163 84 84 AVERAGE DEMAND AMPERES 25% FUTURE AVERAGE DESIGN AMPERES 135 32.6 167.6 79 1 79 1 79 ITOTAL CONNECTED KVA DEMAND KVA PHASE ' AMPERES 135.5 10I3:4 FRA1,91A TO: BE" �'GROOVEID',�WIN ��'PJPINQ �-"ASM'SCHEDULE TO THREADED �BRANICK E, ,I t ONE V (.,,N V U. SQHEDU�_ RIDDED,',�BRA�IC'H*"Ll�.]E":��PIPINQ-,�,,TQ"QE ASTM 1 1/4" SYm- GNT NAME. META TE _MP K NPT 0 MOK�E: ESCU T 77, CQNN-.:-' :,o @ 36 V 1 UPR QHT' PENDEN 1, BRASS CH 9M,�_ 212 155 8.10 5.60 3/4",' 17r. /S2, 2' CENTRAL A Weld,.- `4F ;VN-r Y`F[�AN KEGr T.t IN ZTA P D JNIs • 'Li"100 '��E EW:1NSTA,1 - -- ------- M_77, " 7�,T, 4 ANGER 'PIPM: -TO BE* �ASTM ��.-S,CHEDU'�E .1 01. .:'GROOVED MAIN, "A S Tk� G H E D U LE,,,i 4 o JHREADEQ BRAN Q H, VD C ,OAkPTN,QR 'fly IQnVFQROUND,�,Sx. *(S W! rr lTE Ilogm, —9 _YM N T NAME METAL TC_MP �K QRIF MFG., mo DEL ESCQ CON N 357 UPR QHROME 212 '8.10 17/32 CENTRAL, A Id we 1,55--,Th 5.6 UtNTRAL" Gf3_; 1 PENOENT A REA, ��,2 50 �,GPM ALLOWED -.-FOR HU�;E, 'TREAMS. TE M-HEAD 3 i'VILL BE 'USE, A 1 -,A AXI M' U M $PACING -P OF 'O"! SQ -:�r. ER �oHEAD.;. 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HANGER R I N G c"I "t ;j CREDIBILITY py 41.11 'DATE �REYISION8 'p 94_01�11. ALL HANGER MATERIALS'& INSTALLATION TO BE, IN Q ACCORDANCE WITH ALL HANGER REQUIREMENTS AS NTEGRITY' 77 l-7 4, DA �STATED 00TES IN N.F.P.A. PAMPHLET NO. #13, LATEST EDITION. �io DESIGN CRITERIA FORVHSE' E N' m A L I N4 9 T APRI- n TY, TION 0� RLAI Do C 1, COMMODI lit WAREHOUSE AREA IS DESIGNED FOR NFPA 231—C, CLASS IN FIRE,PROTEC 0 7 �71 �;d 3801 EAST ISR 46 SANFOR1 r777 NON— ENCAPSULATED TO A MAXIMUM OF 20'-0" HIGH STORAGE D FL,32771 l"A Iq TILEVER TYPE, WITH COMMO WN By. (407)323-4200 OF PIPE. TO B E —0" WIDE DITY'_ FF FINISH FLOOR TO T ISLES 9' RACKS ARE CAN ORA � A. -I 111% 1 1 !�, � I !L , TLY ON RACK SUPPOR 1, Il .. I; : - a Row. OR COMBUSTIBLE SHELVING. �e BP (L= BOTTOM PURLIN TO t.OF PIPE. PLACED DIREC T NO PALLE I"Na APPROVED BY. (;Oflt�CT 'W' HYDRAULIC CALCULATION POINT.: �286* TEMPRATURE SPRINKLERS WILL BE USED AT A MAXIMUM SPACING.OF _77- C1 TY OF SANFOR01 COLLAGE: CQ PAN. x G ON GRVD. PIPE. 100 SQ. FT. N T.,, W1 TH 0 6, HANGERS 3/8" NUTS,WASH,(ATR)& RING. At "'DATE; DENSITY SHALL BE .29 GPM OVER THE MOST REMOTE 2000 S Q. F, R TIM SC LOWED FOR HOSE STREAMS. FLORIDA EXTRUDE sl� 'ALL GROOVED MAIN PIPING'TO BE AS HEDULE 10. �R,W., 500 GPM s AL A d I STM ",Z 0 N E; S THREADED BRANCH LINE -PIPE TO BE A SCHEDULE 40. WARE HOUSEI,`� 10 KE, EC J�, -FREET PROT CT I M' .. _;� �, �,. f I R EL%" 'I" _: 2" GRIDDED -BRANCH LINE PIPING TO BE ASTM SCHEDULE GRV'D PIPE: rTH'Lor% I ck W.,j PJRING'. PIL'A'N S TEM —'INSTALLATION PER No F. P.A. #13 "ut"T" IDA �w T., 7%1i,��, l� , EM INSTALLATION, PER F. P.A CON IRACT NO. Vi t Ir ZONE BYSTEMI., #5`:� 7013 pl� �417 "t. 11 1�, ", � " tv ,IlVf �7_,,,- p '61 ET FIRE PROTEC MON 6 -If,,,#/ 'J� -4 V, t j tlm)F 417♦ ,;1. tl rW1 pl ei!o Z't) 105' II �;Y�;ILM IN�;IALLAIIUN FJEN,N.F.H.A,' IJ UNDERGROUND SYSTEM INSTALLATION PER N. F.P.A #24': A";, 11 t' 'F 1 SYM CNT METAL. TEMP K NPT OR MFG. 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