Loading...
HomeMy WebLinkAbout3707 Orlando Dr 97-2102 (a) interior remodelZONE DATE CONTRACTOR ADDRESS ` PHONE # LOCATION�� OWNER ADDRESS PHONE # f �I "PLUMBING CONTRACTOR ADDRESS PIJONE # AELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR w L(A CA "l �A6DRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO, SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS (_�) ARCHITECTURAL APPROVAL DATE: 3 SUBDIVISION: PERMIT #—c�7c� LOT NO.BCOCK-40B &,t�,�cc SECTION: COST $ �� / C1, R SQUARE FEET: FEE $ V MODEL: STATE NO. � _J C6 OCCUPANCY CLASS: - " FEE $ j FEE $ Z FEE $ INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. EPI: CERTIFICATE OF OCCUPANCY ISSUED # DATE: 40FINAL DATE ,I ! , t v ' { J h I � i ' .. �. ._ i I I i I i i` _ i i i i• �_ i i a 4 i F i ._ i` _ i i I i i I i Iii j f i t i 1 Ll n C a Seminole Centre S on f or d, FL �i➢ci�W"� 1 Q h, z it } 1 I � Q1 A W �b C:) z Ross Dress V 3J W Wal-Mart 0 JQ For Lass O 9 h � ' W Q A W 2 V1 67)MM 00 T�� V1 ^ z I o M" Aqf man '`{1 .•e g 00 c tom. do O aQMG� Lj Ter ON 60xe04100i of o.h • Q O � wWQa nOst-A�CMtM�� Ia s r �► z�Lr-)¢ fhete to fabs . ParkkV UWI I e , E:1 ••1400r M OAoa».tOno c Is EckerAiq 4006•331e0f v Quo/ Get* Pltw Il tr. R.•Mar Pubn x 1 t�.ntwt chu+.n I PKOI rq lcinsf OH KFC a ' Bank prows U.S. Rghwsy 17 L 02 S.R. 1s 6 600 Sanford W 25m St enSt DESc,RI PPo4 • at the bat Quarter Corner of SectLoa'119 Township 20 Southq !gaga 30 Lott M alesle County'( rlorltlat and run thence South 02.16'26" wast 799008 test to 00 POIXT Of 99CLUNINC1 theme continue South 020161 26" Vat 322.03 costs thence South 87.41121" last 14.32 (gets r1vWAe &wtk 03.51132" Vat 660.73 tests theme North 87.41152" Vest 1096.02 testi thugs llarth 02014131" Vest 140.11 toots thence North 23.41130" Oat 230.00 toots these• North 66018030" Vest 300.00 toots thaaoe North 87043104" Vast 1S/e11 Inst to a point on the "sterly right -of - ay liar of vele Mtithusy 17-121 thence North 22'15128" Lost •lout " Ld risht-of• way lino 122.00:19sts thwwo leaving raid right-of-way.11n• run South 40401100" not 23000 tsets thence -South 66.18130" Mast 181.07 tests theme Ncsih 23.41130" last 315.00 tests theme -North 13.12'32" Vest 25.00 (6099 t►oeca North 66011130" Vest 173.17 (gets thence South 76046'56" Vast 25.00 feet to o point to the sreterly rith.t-ofwrny line of U.S. Nighwr 17•92. said point tieing on o curve eoneave usterlr, havie4t a radius of 5614.65 lasts thsaeo slortheastarly •lona "L4 curve-throush 0 central •mala of 00.42100" as ars distaeee of 80.03 Ceets said re havias a Chord (,••ries Nnrth'23050131" Usti theme leaving said right•ot-way line. MR South 29023136".taat MOO teats tAence Soutb -66.18'30" East 180.33 tests thsaes North 48.21104" Zest 23.00 !sots thence Korth 23041130" East 581.31 f$091 ttisaas North 39102132" Vest 30.00 toot to a pelet oft 6 Curve coacays south• srlyt having s radius- of 223.00 tutt thence easterly along "id curve through a oaatril &•eels of 24'02111100 an arc distance of 78.68 testi to the sad of said c%rvet "IA curve having a chord wring South 81'28137" Usti thsaas 5"th 11.27'32" fast 870.00 (eat to the lOLKr Of BECINNIIIIC. cootaialal 34.032 ear"o sore or loss. JOHN\FCO-A1 Copyright (c) 1994 by Scherer Construction & Engineering, Inc. All rights reserved. Except as pernitted under the Copyright Act of 1976, no part of these drawings or specifications may be reproduced or, distributed In any fora or by any means, or stored In a database or retrieval system, without written permission of the writer, with the exception that It may be reproduced by a client of Scherer Construction & Engineering, Inc. for the sole purpose of examination by others that are afflllnted with sald client such as a Board of Directors, Attorrney, Partner or others that may give guidance (except other contractors) or otherwise will be contributing funds to Scherer Construction 4 Engineering, Inc. should they be the selected contractor. Speclflcally, these specifications may not be used, shown or reproduced for the purpose of guidelines, specifications or any other function relating to another contracting firm. These drawings and specifications for such use under a separate contract. 0 H W W F_ Q Q Z V �i➢ci�W"� 1 Q h, z it } 1 I � Q1 A W C:) z V 3J W I Lr) WO 0 JQ r- I Q O 9 < A W Q A W 2 V1 67)MM 00 T�� V1 ^ z C LLJ Ld 00 c O aQMG� Lj Y Z Q O � wWQa z�Lr-)¢ . ow()Jry� U , E:1 M V �i➢ci�W"� 1 Q h, it } 1 � Q1 A W C:) z zz 3J W I Lr) WO 0 JQ r- I Q O 9 < A Q A U to 2 V1 z �: 9 ti y { �_ _._ - -- 7 � .: W '�/ �_ -- --- - .. � ..., T . .. __ -- REFLECTED CEILING PLAN SCALE: 1/8" 2CFM /SOFT EXHAUST FAN (TYP.) NOTE: THE HVAC SYSTEM SHALL BE DESIGN/BUILD BY THE SELECTED GENERAL CONTRACTOR. G.C. TO VERIFY EXISTING SECURITY LIGHT ABOVE ALL EXIT/RECEIVING DOORS ® EXTERIOR. PROVIDE IF NOT EXISTING CEILING NOTES 1. ALL INDICATED ELECTRICAL WORK ASSOCIATED WITH THE CEILING SHALL BE DESIGN/BUILD. ALL WORK MUST COMPLY WITH ALL APPLICABLE STATE, MUNICIPAL AND FEDERAL LAWS, CODES AND ORDINANCES. 2. IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION, PROVIDE A U.L. LISTED (1) HOUR RATED CEILING SYSTEM. 3. IF AN EXISTING CEILING SYSTEM IS TO BE USED, THE INSTALLATION CONTRACTOR SHALL CONFIRM COMPATIBILITY BETWEEN THE PROPOSED LIGHT FIXTURES AND THE SUSPENSION SYSTEM. 4. THE STOCKROOM SHALL BE EXPOSED CONSTRUCTION WITH LIGHT FIXTURES MOUNTED FLUSH WITH THE BOTTOM CORDS OF BAR JOISTS. 5. ALL EMERGENCY AND EXIT LIGHTING SHALL BE ON AN EMERGENCY CIRCUIT BREAKERS WITH A BREAKERS LOCKED ON. 6. CEILING TILES SHALL BE CELOTEX - 5/8" MINER FIBER ACOUSTICAL - HYTONE/FISSURETON E II. IF EXISTING CEILING TILES TO REMAIN, MATCH CEILING TILES. 7. LIGHT FIXTURES THROUGHOUT SPACE SHALL BE SECURED WITH HURRICANE CLIPS. 8. THE INSTALLATION CONTRACTOR SHALL CONFIRM WITH THE HVAC CONTRACTOR IF A PLENUM RATED CEILING IS REQUIRED. SYMBOLS LEGEND RECESSED FLOURESCENT LAY -IN TROFFERS TO BE INSTALLED. METALUX #2GP-432A-120V, BALLAST TO BE 4 -LAMP MOTOROLA ELECTRONIC 120v RAPID START, PLENUM CEILING APPROVED. PROVIDE (4) 32 WATT F32 T8 SP41 TUBES 0 z PER FIXTURE. 00 RECESSED FLOURESCENT LAY -IN TROFFERS TO BE WIRED ON SAME CIRCUIT FOR NIGHT LIGHTING. RECESSED FLOURESCENT LAY -IN TROFFERS TO BE INSTALLED. METALUX #2GP-2U 1 5/8 A 120v. BALLAST TO BE 2 -LAMP MOTOROLA ELECTRONIC 120v RAPID START, PLENUM CEILING APPROVED. PROVIDE (2) FB31-741 LAMPS i� PER FIXTURE. 1' x 4' RECESSED, (2) TUBE, FLOURESCENT WRAPAROUND FIXTURE WITH ACRYLIC LENS TO BE INSTALLED. METALUX #WS -232, PROVIDE 32 WATT T-8 COOL WHITE TUBES. 89X(2) (2) TUBE STRIP LIGHT FLOURESCENT FIXTURES TO BE INSTALLED. BALLASTS TO BE ENERGY SAVING. PROVIDE (2) 96F75CW TUBES PER FIXTURE. 8' BARE LAMP FLOURESCENT FIXTURES TO BE WIRED FOR NIGHT LIGHTING.. ® SURFACE MOUNTED ILLUMINATED EXIT DIRECTIONAL SIGN WITH INTEGRAL BATTERY TO BE INSTALLED IN COMPLIANCE WITH ALL APPLICABLE CODES. SALVAGE EXISTING SIGNS FOR RE -USE; CONTRACTOR TO VERIFY PROPER OPERATION. ADD TO EXISTING AS REQUIRED. SURFACE MOUNTED EMERGENCY LIGHT UNITS TO BE INSTALLED IN COMPLIANCE WITH ALL APPLICABLE CODES. SALVAGE EXISTING LIGHTS FOR RE -USE; CONTRACTOR TO VERIFY PROPER OPERATION. ADD TO EXISTING AS REQUIRED. vo CEILING MOUNTED EMERGENCY LIGHT UNITS TO BE INSTALLED IN COMPLIANCE WITH ALL APPLICABLE CODES. SALVAGE EXISTING LIGHTS FOR RE -USE; CONTRACTOR TO VERIFY PROPER OPERATION. ADD TO EXISTING AS REQUIRED. ® 2' x 2' SUPPLY AIR DIFUSSER. SEE HVAC NOTES. 2' x 4' RETURN AIR GRILLE. SEE HVAC NOTES. ® 4' X 4' RETURN AIR GRILLE Q PROVIDE V BOX W/ COVER PLATE FOR COAX CABLE. MD PROVIDE DEDICATED CIRCUIT IN CEILING FOR VIDEO RECORDER. INSTALL (6) 20 AMP DEDICATED CIRCUITS THROUGH INSIDE FACIA FOR OUTSIDE SIGNAGE - ALL CONNECTED L. .J TO SAME TIME CLOCK. VERIFY EXACT QUANTITY, HEIGHT & LOCATION OF CIRCUITS WITH TENANT'S SIGNAGE CONTRACTOR. FIXTURES ABOVE CAN BE PURCHASED FROM SUPERIOR LIGHTING, CHICAGO, IL. CONTACT PERSON: JOHN LETCHINGER PHONE: (800)369-5183 EXT. 39; FAX:(312)280-0099 THESE CRITERIA DRAWINGS AND THE ASSOCIATED CRITERIA SPECIFICATIONS HAVE BEEN PREPARED TO ESTABLISH MINIMUM REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE ARCHITECT OF RECORD TO DETERMINE COMPLIANCE WITH ALL APPLICABLE LOCAL CODES, ORDINANCES AND LAWS. THESE DOCUMENTS ARE NOT FOR CONSTRUCTION. G.C. TO VERIFY EXISTING SECURITY LIGHT ABOVE ALL EXIT/RECEIVING DOORS ® EXTERIOR. PROVIDE IF NOT EXISTING W t -- a A d z z h Z �,o �_ CC) z O w � W z 0 r� 0 Q E-+ J J W � L_ H � W E-+ ¢ a Q, W z • O U Lr) ED 0 Q z � a Q Copyright (c) 1994 by Scherer Construction L Engineering, Inc. All rights reserved. Except as permitted under the Copyright Act of 1976, no part of these drawings or specifications may be reproduced or distributed In any form or by any means, or stored In a database or retrieval system, without written permission of the writer, with the exception that It may be reproduced by a client of Scherer Construction L Engineering, Inc. for the sole purpose of examination ^ O by others that are affiliated with said client such as a Hoard of D` Directors, Attorney, Partner or others that may give. guidance (except I other contractors) or otherwise will be contributing funds to Scherer Construction L Engineering, Inc. should they be the selected contractor. O ;I Specifically, these specifications may not be used, shown or reproduced I m In JOHN\FCO-A5 for the purpose of guidelines, specifications or any other function p W Ln relating to another contracting firm. These drawings and specifications z z J O W for such use under a separate contract. Q IAj ¢ . A I A W t=ip w C\I CV d A O n� A H w d � A � 0 z 00 i� O W t -- a A d z z h Z �,o �_ CC) z O w � W z 0 r� 0 Q E-+ J J W � L_ H � W E-+ ¢ a Q, W z • O U Lr) ED 0 Q z � a Q Copyright (c) 1994 by Scherer Construction L Engineering, Inc. All rights reserved. Except as permitted under the Copyright Act of 1976, no part of these drawings or specifications may be reproduced or distributed In any form or by any means, or stored In a database or retrieval system, without written permission of the writer, with the exception that It may be reproduced by a client of Scherer Construction L Engineering, Inc. for the sole purpose of examination ^ O by others that are affiliated with said client such as a Hoard of D` Directors, Attorney, Partner or others that may give. guidance (except I other contractors) or otherwise will be contributing funds to Scherer Construction L Engineering, Inc. should they be the selected contractor. O ;I Specifically, these specifications may not be used, shown or reproduced I m In JOHN\FCO-A5 for the purpose of guidelines, specifications or any other function p W Ln relating to another contracting firm. These drawings and specifications z z J O W for such use under a separate contract. Q IAj ¢ . A I A W t=ip J Y SEAL TIGHT TO EXISTI W JUS;HLNULIJ CEILING DUSTICAL CEILING '8" 25 GA METAL STUDS W/ONE LAYER OF ✓ALL ON BOTH SIDES ACCOUSTICAL CEILING ISHED SCHDULE SHED SCHDULE TI 20 THP ,.1J . I.U1VI.. SLAB L � SECTION 08 04 SCALE 1/2° = 1'-0' ROOF DEC NEW ACCOUSTICAL CEIL 6D 0 UA so ]OF DECK EXIST. ACCOUSTICAL CEILING GA METAL STUDS LAYER OF 5/8" DRYWALL DESIGN NO. U465) 4" VINYL BASE T. CARPET TING CONC. SLAB NEW CARPET SECTI❑N SCALE 1/2" = 1'-0" B SECTION 08 04 SCALE 1/2' = 1'-0' JOHN\FCO-AB X z a UISH r~ w z DD � WQ ,:I- � 3 p LLJ C� C:) � °o z cv � O a< M GQ U W -J W W Q a U z z to Q . O w 0i ry E-� U O Lr-) o U� t= Copyright (c) 1994 by Scherer Construction b Engineering, Inc. All rights reserved. Except as permitted under the Copyright Act of 1976, no part of these drawings or specifications may be reproduced or distributed In any form or by any means, or stored In a database or retrieval system, without written permission of the writer, with the exception that It may be reproduced by a client of Scherer Construction & Engineering, Inc. for the sole purpose of examination by others that are affiliated with said client such as a Hoard of 0� Directors, Attorney, Partner or others that may give guidance (except I other contractors) or otherwise will be contributing funds to Scherer Construction 6 Engineering, Inc. should they be the selected contractor. p II I Specifically, these specifications may not be used, shown or reproduced (U for the purpose of guidelines, specifications or any other function p W lfi 00r - relating to another, contracting firm. These drawings and specifications Z Z —� O W .\r < for such use under a separate contract. ¢ W C] W Q U Z A A H W 11111 02 A i~ �+ � A o �Qz w z x � A A z o� 0 01 o z a UISH r~ w z DD � WQ ,:I- � 3 p LLJ C� C:) � °o z cv � O a< M GQ U W -J W W Q a U z z to Q . O w 0i ry E-� U O Lr-) o U� t= Copyright (c) 1994 by Scherer Construction b Engineering, Inc. All rights reserved. Except as permitted under the Copyright Act of 1976, no part of these drawings or specifications may be reproduced or distributed In any form or by any means, or stored In a database or retrieval system, without written permission of the writer, with the exception that It may be reproduced by a client of Scherer Construction & Engineering, Inc. for the sole purpose of examination by others that are affiliated with said client such as a Hoard of 0� Directors, Attorney, Partner or others that may give guidance (except I other contractors) or otherwise will be contributing funds to Scherer Construction 6 Engineering, Inc. should they be the selected contractor. p II I Specifically, these specifications may not be used, shown or reproduced (U for the purpose of guidelines, specifications or any other function p W lfi 00r - relating to another, contracting firm. These drawings and specifications Z Z —� O W .\r < for such use under a separate contract. ¢ W C] W Q U Z A A H W 11111 11 11111118 z a UISH r~ w z DD � WQ ,:I- � 3 p LLJ C� C:) � °o z cv � O a< M GQ U W -J W W Q a U z z to Q . O w 0i ry E-� U O Lr-) o U� t= Copyright (c) 1994 by Scherer Construction b Engineering, Inc. All rights reserved. Except as permitted under the Copyright Act of 1976, no part of these drawings or specifications may be reproduced or distributed In any form or by any means, or stored In a database or retrieval system, without written permission of the writer, with the exception that It may be reproduced by a client of Scherer Construction & Engineering, Inc. for the sole purpose of examination by others that are affiliated with said client such as a Hoard of 0� Directors, Attorney, Partner or others that may give guidance (except I other contractors) or otherwise will be contributing funds to Scherer Construction 6 Engineering, Inc. should they be the selected contractor. p II I Specifically, these specifications may not be used, shown or reproduced (U for the purpose of guidelines, specifications or any other function p W lfi 00r - relating to another, contracting firm. These drawings and specifications Z Z —� O W .\r < for such use under a separate contract. ¢ W C] W Q U Z A A H W KNEE CLEARANCE TOE CLEARANCE 17' LAVATORY CLEARANCES DRINKING FOUNTAIN CLEARANCES 'ER GRAB BARS AT WATER CLOSETS ACCESSIBILITY CLEARANCES SCALE 1/2' = V-0' a- LMBIH15 RISEK Di C 010 LIMIT OF WORK EXISTING CONTROL JOINT System No. WL1052 F Rsting-1 Hr T Rating -0 Hr SECTION A -A 1. We" A nbfr— TM ehA`%W *}Fwem w*:obeeW9110d watt assembly ~ be eenstracted of the materials and In 1t vww~ op ted M Ise Indlvldual U300 or U400 Serie# Wall and Partition Deslgns In ft to Fin Mrstvi es D+rwwy and shall Include the following construe - tion features: A. Studs-WINfrtsrt+i+� ~T sone at of alsl+ar wood stuQs or steel td►ennef studs. Wood studs to consist of= 2 b'y 4 In. ow pew spe"d iQ In. OC. Steel studs to be min 2.1/2 In. wide and spaced .yea 24 k OC. B. Wallboard. 0, *-Two b 7wi of LIS b+. VAck gMum waflboerd. as spscMed in the individual Wes orw f arvewt f oo9ft W: dram of opening Is "/I In. 2. Through Pup. +sti ants--0�a e*et+lte pbe. eenduR or tubing to be esntshd whAtn the Anttop system. Pipe, conduit or t> illi g to be rWOy aupportad on both sides of wall assembly. The following typee er%d slt+e of rotWe ►IP'M, oorndufts or tubing may be wood A. Steel Pap'- #4*m 4 11 !ls*" (or w"061 SeMdufe 40 for 11e0114erl at" pipe. B. Conduit -Nom 4 k dram dor Vn tol electrical mets"Ic tubing or a" conduit C. Copper Tubine-411lem 4 kL eom for smadert Type L for hesvie j copper tubing. D. Copper 4 k disc% W smarso Mgular (or heavlel Copper PIPS. 3. Fill. Volo W Cavity Mj"r a _$*abn1-Man 5/1 In. thickness of fill material sppllSd within the annulus, fkmh wfd+ bee% sorfses9 of wen. HIM Caertrwetlim chomieals, Inc. -faeoi Sellent "Bearing the UL Classftkadeq Part" D"IT" No. U4116 NonbglHng Weil Rating -1 Ha. 1: 1, Flow ♦ Ceiling Rshownf -2/ trios gsh tteet i In. htgh, return legs 3-E// In. wide 0"InL attached to floor end cel!" wtth fasteners 24 In. OC. 2. wheel ttvde--J-5/1I in, wide (minl, 1-1/4 In. hos, 3/8 In. return, formed of 2/ MSG (min) vain It" max CMM epseing 24 M. OC. 3. sett. ModavRlttaynkete•-(0ptlonef♦-Il%w*j wool or glees fain► betts partle"y or completely fM- sBitty end tianlceta (#LIZ) j for rwrnes of Chained eompenles. 4. WsMbdard, OyPenrtt•-d// M. tfi h wilds, atbched to steel etude and flew end oeMing track with 1 In. long. Typf B sSH-bpping 911991 screws apfood s M. O.C. along edges of board acid 12 bt. OC In the field of the bw►d. Jo" oriented vertlea*f and 919"ered on bme site sides of the 99aemMy Winn atteel+ed to h9rn V (FIll"" ef,smwft1, wenbovd h sena► at. tacked to �4 fool WIN 1 ML br+e. tine 2 ~ ter"" $*aced 12 In. O.C. QT1ew* ca.. Lear' Tres C. 9Cx. SRX. WRX D mk" aPpew 01 Ime—Ty a g. 0eeeVWP90I`Ms Carta.. 07t++we V*v_T?e G►FS_C. P_ 01 Pews Ca—Tr" PO -C_ UAL OrP.w, Ce—T"" C, 1.X2. VCX- gwC, M wpc a► WRX- B. JoW To" end Caprivsw%d•—V1"7! drT w rp-Awed Wmt to, "w+d. applied In two costs to and sets. Navas; Pe*« tape. 2 k s. . 0"*0dded In fret rye► of eompew+d over ell rite. As r Mterilw%. wr"r''« 3/72 K Met th'*eu" ve*eer pmtsf may be epplted to the endo Mrrftee e+ C1ee9ated va+ee• beseDeer!_ h+1ts r*Woreed. d. Fwt{ng 2E MSG Valu 91991 furring ehenna<h sroeed vettlesi4f Mas 24 in. OC, fle++*s "r10n #"r-'k9d to eseh intersecting stud with 1/2 In. long type E-12 Pen -Mad stets eerews 6e9Nn9 the UL C1stt►rlcs"w+ W&A" B ® 09 04 Q :r. ® �. :!t : :�. �. . ...................:. • ,.: : r � .r. :f . ,: ..........................................; .... "000'e '000e '0'oe -000�O /.I , / � ./ r/ ./ / ./1 I //'0000y i� •/ Q - •�' / - '00e '00oo 400oo 1110o 4000o OF 4000" 14000 12'-2 4' 17'- 2' 2' 24'-6" 2, 2, 9'4-1/2- I ;)4' p'�'_Pff I 701—G • FRONT ELEVATIDIN1. 09 1 09 SCALE 1/8'=1'-0' STRUCTURAL NOTES: ALL CONSTRUCTION TO MEET THE REQUIREMENTS OF THE STANDARD BUILDING CODE (SBCCI), 1991 EDITION DESIGN LOADS: (REFERENCE SBCCI, CHAPTER 12) ROOF: LL - 20 PSF, DL - 25 PSF WIND LOAD: BASED ON 100 MPH VELOCITY SOIL AND FOUNDATIONS: (REFERENCE SBCCI, CHAPTER 13, ASSUME 2000 PSF ALLOWABLE SOIL BEARING TO BE VERIFIED BY TESTING LAB). A. SITE PREPARATION: STRIP VEGETATION AND ROOTS TO A DEPTH OF 6 INCHES. COMPACT WITH A HEAVY VIBRATORY ROLLER TO 95% OF THE MODIFIED PROCTOR. B. SPREAD FOOTINGS: BASED ON 2000 PSF ALLOWABLE SOIL PRESSURE. REINFORCING CONCRETE: (REFERENCE SBCCI, CHAPTER 16 AND ACI 318-89 AND ACI 301-89) A. CONCRETE FOR SLAB GRADE BEAMS TO BE 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. B. DESIGN CONCRETE MIXES FOR 1 OR 2 INCH SLUMP WITH SUPERPLASTICIZER TO ACHIEVE 8 INCH WORKABLE SLUMP. C. REINFORCEING STEEL TO BE ASTM 615 GRADE 60. ALL LAP SPLICES TO BE 48 BAR DIAMETERS. D. FORMWORK TO MEET REQUIREMENTS OF CHAPTER 6, ACI 318-89 AND CHAPTER 4, ACI 301-89. MASONRY: (REFERENCE SBCCI, CHAPTER 14, ACI 530) A. CONCRETE BLOCK UNITS TO BE GRADE N. TYPE II B. MORTAR TO TYPE S. C. GROUT FOR FILLING CELLS TO BE 2000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, TESTED PER ASTM 1019.89. SLUMP TO BE 8 TO 11 INCHES. D. COMPLETE MASONRY UNITS TO HAVE FM - 1500 PSI AT 28 DAYS. CONCRETE BLOCK TO HAVE 1900 PSI NET AREA COMPRESSIVE STRENGTH AT 28 DAYS. E. REINFORCING STEEL TO BE ASTM 615 GRADE 60 DEFORMED BARS. ALL LAPS TO BE 48 BAR DIAMETERS. HORIZONTAL REINFORCING TO BE HOT DIPPED GALVANIZED DIR-O-WALL OR EQUAL. F. ALL MASONRY WORK TO BE DONE TEMPORAILY BRACED UNTIL WORK IS COMPLETE. STEEL JOISTS AND JOISTS GIRDERS: LIGHT GAUGE METAL FRAMING A. ALL LIGHT GAUGE METAL FRAMING TO CONFORM TO THE SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS BY THE AMERICAN IRON AND STEEL INSTITUTE. ALL METAL FRAMING TO BE GALVANIZED UNLESS NOTED OTHERWISE. SIZE AND GAUGE OF METAL FRAMING TO AS SHOWN ON DRAWINGS. C. FOR 18 GAUGE AND LIGHTER FRAMING, CONNECTIONS SHALL BE MADE USING SELF -DRILLING, SELF TAPPING SCREWS, FOR AS CALLED FOR ON PLANS OR AS APPROPRIATE. FRAMING: (REFERENCE SBCCI, CHAPTER 17) A. FLOOR AND ROOF FRAMING INCLUDING TRUSSES, TRUSS GIRDERS, PRE- ENGINEERED BEAMS, HANGER AND SUPPORTS TO BE DESIGNED BY SUPPLIER. SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL BY THE ENGINEER. B. ALL CONVENTIONALLY INSTALLED FLOOR FRAMING TO BEND. 2 STRUCTURAL PINE. STUDS, PLATES, ETX. TO BE SPF. C. ALL CONNECTIONS AND METAL EXPOSED TO WEATHER TO BE HOT DIPPED GALVANIZED. D. ALL PLYWOOD SHEETING TO BE NAILED WITH 10 INCH NAILS AT 4" O.C. ALL TESTING TO BE PERFORMED BY QUALIFIED TESTING FIRM. A. FREQUENCY OF TESTING AND INSPECTION SHALL BE DETERMINED BY THE ENGINEER. * TYPE OF AGGREGATE FOR MASONRY © SHAFT SHALL BE IN ACCORDANCE WITH CHART 3103.1 TO MAINTAIN 1 HOUR FIRE RATING. SEE BELOW. NOTES : NEW STOREFRONT EXIST. CANOPY EXIST. PILASTER 4 EXIST. 5" CONC. TILT -UP PANELS NOTES: 1. RESTROOM/DRINKING FOUNTAIN SHALL BE CONSTRUCTED AND INSTALLED PER FLORIDA STATUS CHAPTER 553, PART V, FLORIDA ACCESSIBILITY CODE 4.22 2. ALL AISLE SHALL HAVE A MINIMUN EGRESS WIDTH OF 44INCHES Copyright (c) 1994 by Scherer Construction 6 Engineering, Inc. All rights reserved. Except as permitted under the Copyright Act of 1976, no part of these drawings or specifications may be reproduced or distributed In any form or by any means, or stored In a database or retrieval system, without written permission of the writer, with the exception that It may be reproduced by a client of Scherer Construction & Engineering, inc. for the sole purpose of examination JOHN\FC❑-A9 by others that are aFFillated with said client such as a Board of Directors, Attorney, partner or others that may give guidance (except other, contractors) or otherwise will be contributing Funds to Scherer Construction 4 Engineering, Inc. should they be the selected contractor. Specifically, these specifications may not be used, shown or reproduced for the purpose of guidelines, specifications or any other function I relating to another contracting firm. These drawings and specifications for such use under a separate contract. I I r,. Q V � z Q z Q W O W W 1—i M00 CO Z �M O W I z 1 o LD CD z o CO O � � � O W NN � F� A E-1 Z W c z O O L= c— `{ • FM O m I I t O a W U7 � ON E Z J C:) Q n Q I— Q I-- 3 W ¢ U 2 q Monosson r,. Q V � z Q z Q W O W W 1—i M00 CO Z �M O W I z 1 o LD CD z o CO O � � � O W NN � F� A E-1 Z W c z O O L= c— `{ • FM O m I I t O a W U7 � ON E Z J C:) Q n Q I— Q I-- 3 W ¢ U 2 q INSTALL QUADRAPLEX RECEPTACLE ON DEDICATED CIRCUIT FOR PHONE SYSTEM AND MUZAK. ELECTRICAL PLAN SCALE: 1/8- = 1'-0" s a r LL)UK Al UIJF'LAT Y» .L I Ij S ll it'S ll Ij S li I� S 11 I� S �: !t \1 1 L___J L_ .J L � .J L___J L_ .J L � =J /__ TOP OF COUNTER ELECTRICAL NOTES 1. ELECTRICAL SERVICE, SIZED TO ACCOMODATE THE PLANNED REQUIREMENTS, WITH A MINIMUM 600 AMP SERVICE, SHALL BE PROVIDED TO THE LEASED PREMISES. 2. QUADRAPLEX RECEPTACLES SHALL BE INSTALLED IN THE STOCKROOM AREA AS SHOWN. 3. PROVIDE AND INSTALL ISOLATED GROUND DOUBLE QUADRAPLEX RECEPTACLE WITH DEDICATED HOT NEUTRAL AND GROUND CONDUCTORS FOR COMPUTER. 4. TIME CLOCK, 120 VOLT, TO BE PLUG TYPED AND MOUNTED AS SHOWN. 5. FURNISH AND INSTALL THE TYPE AND QUANTITY OF EXIT SIGNS AND EMERGENCY LIGHTS AS REQUIRED PER APPLICABLE BUILDING AND FIRE CODES. SEE SHEET A2 6. CIRCUITS SHALL BE REQUIRED THROUGHOUT FACIA FOR OUTSIDE SIGNAGE. VERIFY ,--I QUANTITY EXISTING, ADD AS REQUIRED. ALL SIGN CIRCUITS TO BE CONNECTED TO A !!III!!! 24-HOUR TIME CLOCK LOCATED IN STOCKROOM NEXT TO ELECTRICAL PANELS. 7. QUADRAPLEX RECEPTACLES TO BE INSTALLED BY CHECKOUT AREA AS SHOWN. DUPLEX RECEPTACLES ON PERIMETER OF SALES FLOOR REQUIRED. VERIFY IF ANY EXIST. IF NONE EXIST, INSTALL AS SHOWN AND TO CODE. INSTALL EXTENSION RINGS O w TO BRING OUT FLUSH WITH SLATWALL FINISH. 8. SEPARATE ISOLATED DEDICATED CIRCUIT TO BE INSTALLED AS SHOWN FOR CHECKOUT - W COUNTERS TO BE WIRED AFTER PLACEMENT OF SAID COUNTERS CONSISTING OF SIX (6) I I ISOLATED GROUD, QUADRAPLEX RECEPTACLES. 9. PROVIDE WIREMOLD MULTI -OUTLET ASSEMBLY *20G606 -SINGLE RECEPTACLES 6" O.C. 3 -WIRE, 1 CIRCUIT WITH GROUNDING CONDUCTORS, WIREMOLD 2000 SHALL BE CUT TO LENGHTS AS SHOWN. PROVIDE ALL FITTINGS AS REQUIRED FOR COMPLETE INSTALLATION. 10. VERIFY PANELS ARE BALANCED AND ELECTRICAL SUPPLY IS ADEQUATE. ALL EXISTING CIRCUIT A BREAKERS IN ELECTRICAL BOXES TO BE REPLACED WITH NEW BREAKERS. (VERIFY 600 z AMP SERVICE) 11. ALL CIRCUITS SHALL BE PROPERLY IDENTIFIED ON ELECTRICAL PANEL. 12. ELECTRICAL BOXES AND/OR CONDUITS SHALL NOT BE SECURED TO THE CEILING GRID. 13. HURRICANE CLIPS REQUIRED FOR ALL LIGHTING FIXTURES LOCATED ON CEILING GRID. 14. TELEPHONE, SIGN, FIRE ALARM AND SECURITY ALARM CONTRACTORS TO SUBMIT m W SEPARATE ELECTRICAL PERMIT APPLICATIONS. (ALL LOW VOLTAGE CONTRACTORS TO LLl BE UNDER PERMIT.) 15. CIRCUIT BREAKERS TO BE BOLT -ON. BREAKERS USED FOR EXIT AND EMERGENCY LIGHT CIRCUITS TO BE LOCKED IN "ON" POSITION. CIRCUIT BREAKERS USED FOR SWITCHING OF FLOURESCENT FIXTURES TO BE RATED AND IDENTIFIED AS "SWD". 16. ALL LAY -IN RECESSED FIXTURES TO BE ANCHORED TO T -BAR SUPPORTING GRIDS. (NEC -410-16-C) (INTEGRAL/ANCHORS ON LAY -IN FIXTURES ARE NOT ACCEPTABLE) 17. CONDUCTORS OF DIFFERENT VOLTAGES SHALL NOT OCCUPY THE SAME WIRING ENCLOSURE, CABLE OR RACEWAY. 18. ANCHOR ALL CONDUITS INSTALLED HORIZONTALLY IN STEEL STUDS TO AVOID VIBRATION. 19. PROVIDE EMERGENCY LIGHTING AT MAIN SERVICE AREA (TO ILLUMINATE THE SERVICE SWITCH GEAR IN CASE OF EMERGENCY). LEGEND SYMBOL DESCRIPTION 0 DUPLEX RECEPTACLE OUTLET AT 18" AFF UNLESS NOTED OTHERWISE QUAD RECEPTACLE OUTLET AT 18" AFF UNLESS NOTED OTHERWISE Q DEDICATED CIRCUIT WITH ORANGE QUAD RECEPTACLES ® 18" AFF. ® SINGLE LINE PHONE JACK AT 18"AFF ® DOUBLE LINE PHONE JACK AT 18"AFF ® PLUGMOLD STRIP O JUNCTION BOX AT 18" AFF (U.N.O.) %_�.� INSTALL (6) 20 AMP DEDICATED CIRCUITS THROUGHOUT FACIA FOR OUTSIDE K S ; SIGNAGE - ALL CONNECTED TO SAME TIME CLOCK. VERIFY EXACT QUANTITY, L. .J HEIGHT & LOCATION OF CIRCUITS W/ TENANT'S SIGN CONTRACTOR. /__ TOP OF COUNTER r Z SET ® BACK OF COUNTER, TYP. IW^ TYPICAL TENANT FIXTURE SCALE: NONE ILA r JOHN\FCO-E1 INTERIOR VIEW 6 00 0 `rr-00-1 r Z SET ® BACK OF COUNTER, TYP. IW^ TYPICAL TENANT FIXTURE SCALE: NONE ILA r JOHN\FCO-E1 v� 0i t� O Q (y) E -i -i I W � � Imo' W O L� U1 W z • C) Oj Q 0 A S Z Com' rVM/l ice• Copyright (c) 1994 by Scherer Construction sic Enpineerinp, Inc. All ;. rights reserved. Except as permitted under the Copyright Act of 1976, no part of these drawings or specifications may be reproduced or distributed In any form or by any means, or stored In a database or retrieval system, without written permission of the writer, with the exception that It may be reproduced by a client of Scherer , Construction & Engineering, Inc. for the sole purpose of examination ^ d by others that are affiliated with said client such as a Board of Q� Directors, Attorney, Partner or others that may give guidance (except I other contractors) or otherwise will be contributing funds to Scherer �D Construction 6 Engineering, Inc. should they be the selected contractor. p II Speclflcally, these specifications may not be used, shown or reproduced I • for the purpose of guidelines, specifications or, any other function p W u7 relating to another contracting firm. These drawings and specifications Z Z J WC) for such use under a separate contract. 3¢ H 0 IX Q L) = P Ga W 0 w O ,--I !!III!!! Cq A �I � O w z 10a_ W w O I I r7 w En � � A 00 z O A �0. 00 O m W O � LLl LL O 11111118 v� 0i t� O Q (y) E -i -i I W � � Imo' W O L� U1 W z • C) Oj Q 0 A S Z Com' rVM/l ice• Copyright (c) 1994 by Scherer Construction sic Enpineerinp, Inc. All ;. rights reserved. Except as permitted under the Copyright Act of 1976, no part of these drawings or specifications may be reproduced or distributed In any form or by any means, or stored In a database or retrieval system, without written permission of the writer, with the exception that It may be reproduced by a client of Scherer , Construction & Engineering, Inc. for the sole purpose of examination ^ d by others that are affiliated with said client such as a Board of Q� Directors, Attorney, Partner or others that may give guidance (except I other contractors) or otherwise will be contributing funds to Scherer �D Construction 6 Engineering, Inc. should they be the selected contractor. p II Speclflcally, these specifications may not be used, shown or reproduced I • for the purpose of guidelines, specifications or, any other function p W u7 relating to another contracting firm. These drawings and specifications Z Z J WC) for such use under a separate contract. 3¢ H 0 IX Q L) = P Ga W 0 E-4 !!III!!! z 10a_ f--1 I I r7 w � � 00 O LLl LL O 11111118 11111118 v� 0i t� O Q (y) E -i -i I W � � Imo' W O L� U1 W z • C) Oj Q 0 A S Z Com' rVM/l ice• Copyright (c) 1994 by Scherer Construction sic Enpineerinp, Inc. All ;. rights reserved. Except as permitted under the Copyright Act of 1976, no part of these drawings or specifications may be reproduced or distributed In any form or by any means, or stored In a database or retrieval system, without written permission of the writer, with the exception that It may be reproduced by a client of Scherer , Construction & Engineering, Inc. for the sole purpose of examination ^ d by others that are affiliated with said client such as a Board of Q� Directors, Attorney, Partner or others that may give guidance (except I other contractors) or otherwise will be contributing funds to Scherer �D Construction 6 Engineering, Inc. should they be the selected contractor. p II Speclflcally, these specifications may not be used, shown or reproduced I • for the purpose of guidelines, specifications or, any other function p W u7 relating to another contracting firm. These drawings and specifications Z Z J WC) for such use under a separate contract. 3¢ H 0 IX Q L) = P Ga W 0 E-4 z 10a_ f--1 I I r7 w � � 00 O LLl LL O v� 0i t� O Q (y) E -i -i I W � � Imo' W O L� U1 W z • C) Oj Q 0 A S Z Com' rVM/l ice• Copyright (c) 1994 by Scherer Construction sic Enpineerinp, Inc. All ;. rights reserved. Except as permitted under the Copyright Act of 1976, no part of these drawings or specifications may be reproduced or distributed In any form or by any means, or stored In a database or retrieval system, without written permission of the writer, with the exception that It may be reproduced by a client of Scherer , Construction & Engineering, Inc. for the sole purpose of examination ^ d by others that are affiliated with said client such as a Board of Q� Directors, Attorney, Partner or others that may give guidance (except I other contractors) or otherwise will be contributing funds to Scherer �D Construction 6 Engineering, Inc. should they be the selected contractor. p II Speclflcally, these specifications may not be used, shown or reproduced I • for the purpose of guidelines, specifications or, any other function p W u7 relating to another contracting firm. These drawings and specifications Z Z J WC) for such use under a separate contract. 3¢ H 0 IX Q L) = P Ga W 0 Rt PUBLIC UTILITY NOTES: 1 — THIS SPACE LOCATED IN THE EXIST. BUILDING 2 — DEMO 6 WATER CLOSETS 7 LAVATORIES 1 URINALS 4 FLOOR DRAINS BUILDING NOTES: 1 - FACILITY SHALL COMPLY WITH THE APPLICABLE LAWS RELATING TO ACCESSIBILITY FOR THE HANDICAPPED ASSESSIBILITY CODES 2 - TYP IV CONSTRUCTION GROUP M - MERCANTILE SCOPE OF WORK DEMO. EXIST RESTROOM REMOVE EXIST. PARTIAL PARTITION WALL REMOVE EXIST. DOOR AND FRAME CUT EXIST. CONC. TILT -UP WALL PANEL TO ALLOW FOR NEW STOREFRONT REMOVE EXIST. CEILING GRID, TILE, LIGHTING, HVAC & SOFFITS REMOVE AND CAP EXIST. ELECT. OUTLETS & PLUMBING AS INDICATED ON FLOOR REMOVE EXIST. STOREFRONT REMOVE & REPLACE EXIST. STOREFRONT EXIST. EMERGENCY LIGHT SAW CUT EXIST. 8" CONC. BLOCK WALL TO ALLOW FOR 6'0`X6'8" EXIT DOOR ® SAW CUT EXIST. ASPHALT PAVING TO ALLOW NEW CONC RAMP DEMDLITIDN F LOG!-"' PLAN. 03 103 SCALE vee=c-o' JOHN\FCD-A3 UP PANELS Copyright (c) 1994 by Scherer Construction & Engineering, Inc. All rights reserved, Except as permitted under the Copyright Act of 1976, no part of these drawings or specifications may be reproduced or distributed In any farm or by any means, or stored In a database or retrlevai system, without written permission of the writer, with the exception that It may be reproduced by a client of Scherer Construction & Engineering, Inc, for the sole purpose of examination by others that are affiliated with said client such as a Board of Directors, Attorney, Partner or others that may give guidance (except other contractors) or, otherwise OR be contributing funds to Scherer Construction & Engineering, Inc, should they be the selected contractor. Specifically, these specifications may not be used, shown or reproduced for the purpose of guidelines, specifications or any other function relating to another contracting firm. These drawings and specifications for such use under a separate contract. W W Z 3 0 M i Z a W W 1111111111 • U , i �o Q\ � z 1 t'0 I I Q O � � Q LL W � W J ZJ W � < z C HMW O CY > W 0 Q U S LLL 0 ~ CD z o ry co o � E Pq �D o L -Li z a Q O tl I' , i �o Q\ I 1 t'0 I I O LL CO (y)z ZJ o w� < 3 w O CY Q U S tl I' , i I { r j / ' 4 I i ,. If M' `I. i� � I � t �. tl i_ i Y �� t �' f�1 i 1 i jli' �� . !` i -. r {M �I , i I, i �I II i�f is I1 � ' 'i I! � i � � i f �.: ��r fi � f .. i� ij I if ii I {I ��i , i � , � II . � I,. r i �I . �. i i ;I I ' i i (l I� � ,. I ' i i i � � '� j �I I ,. t I 1 � . i ' { (� ! ! r �. � , f I I j � �. I d f I l �- � � . �� � � I f f f �, I B PUBLIC UTILITY NOTES: 1 — THIS SPACE LOCATED IN THE EXIST. BUILDING 2 — DEMO M 11 6 WATER CLOSETS 7 LAVATORIES 1 URINALS 4 FLOOR DRAINS BUILDING NOTES: 1 — FACILITY SHALL COMPLY WITH THE APPLICABLE LAWS RELATING TO ACCESSIBILITY FOR THE HANDICAPPED ASSESSIBILITY CODES 2 — TYP IV CONSTRUCTION GROUP M — MERCANTILE SCOPE OF WORK DEMO. EXIST RESTROOM REMOVE EXIST. PARTIAL PARTITION WALL REMOVE EXIST. DOOR AND FRAME CUT EXIST. CONC. TILT—UP WALL PANEL TO ALLOW FOR NEW STOREFRONT REMOVE EXIST. CEILING GRID, TILE, LIGHTING, HVAC & SOFFITS REMOVE AND CAP EXIST. ELECT. OUTLETS & PLUMBING AS INDICATED ON FLOOR REMOVE EXIST. STOREFRONT REMOVE & REPLACE EXIST. STOREFRONT EXIST. EMERGENCY LIGHT SAW CUT EXIST. 8" CONC. BLOCK WALL TO ALLOW FOR 6'0"X6'8" EXIT DOOR ® SAW CUT EXIST. ASPHALT PAVING TO ALLOW NEW CONC RAMP A D E M 11 L 03 03 SCALE 1/8'=1'-0" ITIEN FLE X ALAN O/L-- i/ JOHN\F 0-A3 UP PANELS r ring, Inc. All rignzs reserves, txcept as permitted under the copyright Act of 1976, no part of these drawings or specifications may be reproduced or d'strlbuted In any form or by any means, or stored In a database or retrieval system, without written permisslon of the writer, with the exception that It may be reproduced by a client of Scherer Construction 6 Engineering, Inc. for the sole purpose of examination by others that are affiliated with said client such as a Board of Directors, Attorney, Partner or others that may give guidance (except other contractors) or otherwise will be contributing funds to Scherer Construction & Engineering, Inc should they be the selected contractor. Specifically, these specifications may not be used, shown or reproduced for the purpose of guidelines, specifications or any other function relating to another contracting firm. These drawings and specifications for such use under a separate contract. W W unionism Q m W z � z 3 a C) O I Z z LLI U7 00 C'7 LLJ zJ cro w1-4 Q F� CC) HMw�-y� j W W unionism f � fr�Mw 'rr�•: yp„' �� alp 1., Q m z z � C) O I LLI U7 00 C'7 LLJ zJ o w1-4 Q F� CC) HMw�-y� m ¢ > W T� V �1 r0 ^^ �--yy--�� ��l 1 U O W 'I D 0 1— LD 0 7 I--� � ry o � � O W tli Q I— E—+ W M Q O F O O C/o f � fr�Mw 'rr�•: yp„' �� alp 1., m C:) I � C) O I LLI U7 00 C'7 z zJ o w1-4 Q 3 w m ¢ ►— ¢ Cl W ¢ U S 1� i ttS � 1� ' I F SLAB Z ' i Z EXIST. C❑NC, SIDEWALK l SCR W ATTACHED ., � � oLj NEW SUSPENDED CEILING NEW AC OUSTICAL CEILING NEW 3-'---/8' 25 GA METAL STUDS @ 24' 0. W/ONE LAYER OF 1/2' DRYWALL ON BOTH SIDES NEW 2X4 ACOUSTICAL CEILING 0 C) EXISTING BUILT UP ROOF SYSTEM vco SECTION SEE ROOM FINISHED SCHDULE 08 08 NST EXIST, 5" C❑NC, TILT—UP WALL PANELS SEE ROOM FINISHED SCHDULE EXIST. CANOPY --- -n' '-' ---ate-------�-----u-- - - • 01 � ANCHOR W/HILTI 20 THP, 24" 0. C. l EXIST. CNC, SLAB`S NEW ACC❑US ICA CEILING J 3-5/8" 25 GA METAL STUDS 16" D.C. i l 00 ONE LAYER OF 5/8" DRYWALL (SEE DESIGN NO. U465) O t NEW 4" VINYL BASE r: EXIST, CARPET EXISTING CONC. SLAB ----c ----- t— eT----a+------- ` NEW CARPET SCCTION A- 08 04 SCALE 1/2" = 1'-0" t � I c EXIST, CONC, SLAB Z co W i Z EXIST. C❑NC, SIDEWALK SCR W ATTACHED ., � � oLj 1-0-7 M EXPANSI❑N J❑INT o QO .R� ou AA A A AA A • a a A .1 aa •• a P e AA I a V 1 (Y ►� Q _ Fi-11 W W Q Ln 0 w E--+ U 0 a cn - rI SECTION \10"8 04 SCALE 1/2" _ 1'-0" Copyright (c) 1994 b Scherer Construction & Engineering, Inc• All Y Zreserved. Except as permitted under the Copyright Act of 1976, no part of these draings or specifications me reproduced" W , or distributed In any form or by any Means, or stored In a database or retrieval system, without written permission of the writer, with { the exception that It May be reproduced by a cllent of Scherer Construction & Engineering, Inc, for the sole purpose of examination J❑HN�FGO-A8 by others that are affiliated with said client such as a Hoard of Directors, Attorney, Partner or others that nay give guidance (except 'p other contractors) or otherwise will be contributing funds to Scherer Construction & Engineering, Inc. should they be the selected contractor. O ll I Specifically, these specifications may not be used, shown or reproduced for the purpose of guidelines, specifications or any other function O W(11 J O \ relating to another contracting firm. These drawings and specifications for such use under a separate contract, Z 3 w J . 4 ; - O ly ¢ V _ ZONE CONTR, ADDRESS PHONE # LOCATIOI OWNER ADDRESS 370 - ��IVISION: PHONE 1R' b/ PLUMBING CONTRACTOR-�R- G ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # qq-30a MECHANICAL CONTRACTOR 4L,�- ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS () FINISHED FLOOR ELEVATION REQUIREMENTS (_) ARCHITECTURAL APPROVAL O COST r SECTION: _ $ J SQUARE FEET: FEE $ STATE NO. 7a FEE $ 163 lrz� c)--7- CWE?$-L— ADDRESS 3a FEE $ MODEL: OCCUPANCY CLASS: /fahm I INSPECTIONS I TYPE DATE OK REJECT BY FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY DATE: ISSUED # FINAL DATE DATE: EPI: c J U FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN x SQ. FT. 1 1 BUILDING 2 CASH OFFICE 1 1 E 1 3 CHECKOUT AREA A LOCKERS A '-6" LOCKERS .,. N g r----� 8 r----ter•----� 8 �' ---- � 8 4 COPY CENTER IREFRIG. I 8 I VEND. II VEND. 2 $ 'I VEND. I 5 ELECTRICAL ROOM 1 8 MACH. �� MACH. MACH. 1 = _ = 8 8 8 I 6 RECEIVING OFFICE 8- 7 7 1 I1 1 7 7 I I N O 11 O = N I -- _ _ _ _ 7 CORRIDORS • c0 r-- 1 `� I u i i I 11 MICROWAVE I `° I I 8 JANITOR'S CLOSET -! -- -- -- - 1 I!Tv CART 1 I i ii i 9 NTT I I n I 1 1 i 1 i 9 LADIES RESTROOM 6 6 6 6 2 2 6 6 6 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE EMPLOYEE LOUNGE EMPLOYEE LOUNGE EMPLOYEE LOUNGE JAN. CLOSET JAN. CLOSET RECEIVING OFFICE RECEIVING OFFICE RECEIVING OFFICE 12 MEN'S RESTROOM 2 ELEVATION 1 3 ELEVATION 2 4 ELEVATION 3r5" ELEVATION 1 6 ELEVATION 2 7 ELEVATION 1 8 ELEVATION 2 �9ELEVATION 3 ,4 sn LK SALES �� �.2SCALE: 3/16"=1'-0" A-1.2 SCALE: 3/16"=1'-0" �1.SCALE: 3/16"=l'-O" A�_2SCALE: 3/16"=V-0" A�.2SCALE: 3/16"=V-0- A�_2SCALE: 3/16"=V-0" A-1.2 SCALE: 3/16"=l'-O" A�.2SCALE:3/16"=1'-0" 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 4'-0" 1"2'-9»1" T-1" 7'-1" 6.12'-9"1"a. 4'-0" 21 12 - 1� 1 1 1 12 12 22 _ 23 5'-0" A 4'-0" 4 " FLOOR FINISH: 2'-9" B O 11 » 11 11 " 11 g 3#-2" 3p-0" 3 -p O _l K -g CEILING HEIGHT: = 0_�SPECIAL NOTES: 4 0 of F F `j , - _ U-) N plcV SADT;� I I I I• I I o o o I I i.l ,,� 14 ooae ,o � M N I I I 6 6 5 g L2'-9" 1, 4'-4" J-6C '-6' 4'-4"�2'-9" 9 9 5-0" REVISIONS CASH OFFICE CASH OFFICE E.W.C. MEN'S RESTROOM MEN'S RESTROOM MEN'S RESTROOM WOMEN'S RESTROOM WOMEN'S RESTROOM WOMEN ' DATE BY SYMBOL DESCRIPTION S RESTROOM S T7R� O O M 6 28 99 BJB 1 REVISED PER BUILDING DEPARTMENT 10 ELEVATION 1r11"""`\ELEVAT10N 2rl2**NELEVATIONrl3ELEVATION 1 14 ELEVATION 2 ,5 ELEVATION 3 ,6 ELEVATION 1 ,7 ELEVATION 2r18"NELEVATION COMMENTS �.2SCALE: 3/16"=1'-0" A-1.2 SCALE: 3/16"=1'-0" A-�.2SCALE: 3/16"=1'-0" A�.2SCALE: 3/16"=1'-0" A�.2SCALE: 3/16"=1'-0" A�.2SCALE: 3/16'=1'-0" A- 2 SCALE: 3/16"=1'-0" A�.2SCALE: 3/16"=1'-0" A-1.2 SCALE: 3/16"=1'-0" 12'-0" " TOILET ACCESSORY SCHEDULE ENLARGED PLAN GENERAL NOTES 10 NO. QUAN. DESCRIPTION P. J. 8 " " " 1. SEE SHEET A-1.0 FOR WALL TYPE LEGEND. P6 �A 5 PAPER TOWEL DISPENSER, ASI #0210 (11 W x 14 1 /2 H x 4 D) �. 0 1 BO 2 MIRROR, ASI #0620A (24"W x 36"H) 2. SEE SHEET A-5.0 DOOR SCHEDULES AND DETAILS. S © - FEMININE NAPKIN DISPOSAL, ASI #0472 (DUAL ACCESS) (13"W x17 1/4"H x 4"D) r 8 3. SEE SHEET A-6.0 FOR INT-ERIOR Fi`ISH SCHEDULES. 15 . � � 2 FEMININE NAPKIN DISPOSAL, ASI #0852 (SURFACE MNTD) (9 1/4"W x 11"H x 4 1/4"D) 0 1 MOP HOLDER -ASI #1308A (34"W x 15 1 /2"H x 8"D) 4. ALL WOOD FRAMING, BLOCKING. ETC. SHALL BE FIRE RETARDENT TREATED 115 LUMBER. THE GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE WOOD __ 0 3 TOILET TISSUE DISPENSER, ASI #0264-1 BLOCKING AS REQUIRED PER COCE FOR THE INSTALLATION OF ALL 16 RECEIVING i © 1 FEMININE NAPKIN VENDOR ASI #0864 (11 3/4"W x 28 1/8"H x 6 1/2"D) MILLWORK, TOILET ACCESSORES, ETC. .% 0 8 OFFICE i i OH 4 GRAB BAR, (2) ASI #3501X,36 (2) ASI #3501X42 5. ALL MILLWORK IS TO BE SUPPM A.ND INST BY OFFICE DEPOT. N I UNLESS OTHERWISE NOTED. PER KEYNOTE 9 LAVATORY MILLWORK IN , in A-t.2 O 1 FLOOR MTD. URINAL SCREEN, GLOBAL (EMBASSY POWDER COATED, GRAY #1225) (36" x 42") RESTROOMS AND EMPLOYEE L(YUNGE IS TO c FURNISHED AND INSTALL BY I 9 7 I OK SEE PLAN TOILET PARTITION, GLOBAL (EMBASSY, POWDER COATED, GRAY #2125) THE GENERAL CONTRACTOR. a EX2 8 P6 © 2 SOAP DISPENSER-COUNTERTOP MOUNTED, ASI #0328 6. PROVIDE CORNER GUARDS RCAJ F, V!SHR FLOOR TO 8'-0" A.F.F. AT ALL OM 2 WASTE RECEPTACLE ASI #0826 (15 1/4"W x 23"H x 8"D) GYPSUM WALLBOARD COR`�RS. , 18 p ON 3 SOAP DISPENSER-WALL/PARTITION MOUNTED, ASI #0342 (8 1/80W x 4 3/4"H x 3"D) P.J.-QO 2 TILTED MIRROR, ASI #060OTA (24"W x 36"H) 16 ro 15 16 ti. P 2 WASTE RECEPTACLE, ASI #0827 (10 3/4"W x 9"H x 4 3/4"D) . .= . •LINA . . . . . . . . O A-1.2. . N J 0 10 P6 of EX2 •CASH. '1t . .. 00 ' ' . FFICE' C ET CONC. (`'__SINK CPT-1. EN LARGED OFFICE PLAN KEY NOTES ... ELECTRIC WATER TER ON 4- PLYWOOD STEEL TS • •' •' 8 O ANCHORED TO WALLAFRAMING. /PROM E OVERFLOW LINE BFROMEW/H ` P. J. P•14 .... ... TO SERVICE SINK TIGHT TO WALL. SEE PLUMBING SHEET P-2.0 FOR N MANAGERS 7 P6 WATER HEATER SPECS.- �4 g,_4» O JANITOR'S SERVICE SINK. SEE PLUMBING SHEET P-2.0 FOR SINK 1 I . . •7 . 114 SPECS. a . . CPT-1 C ET CONC. O TIME CLOCK AND TIME CARD RACK BY OFFICE DEPOT. 17 • • •Pg . • • • •• ,14 (T-4) Ps s 4 SIDE ELEVATION FRONT ELEVATION 18 1 .... . . . . . . . ....O O SAFE FURNISHED BY OFFICE DEPOT AND INSTALLED BY GENERAL CONTRACTOR. SEE DETAIL 24/A-1.2. ELEVATIONS 0 N S 0 F EMPLOYEE SEN z EPSIE ARCINtiE�i' ( S O M E TR I C OF EMPLOYEE ARCHITECTURE PLANNING AND DESIGN 7 O ELECTRICAL WATER COOLERS. SEE PLUMBING SHEET P-2.0 FOR SPEC. 20 L O U N G E CABINET 19 L O U N G E CABINET 700 N. L 7� STREEr SOCA RAT N FLORIDA 33487 P. J N 9 O RUBBER BASE RB-1. CONTINUE BASE BEHIND OFFICE DEPOT SUPPLIED A-1.2 SCALE: N.T.S. PHONE 1561) 999-9290 A LOCKERS, VENDING MACHINES, AND TABLES. SEE FINISHED SCHEDULE. A�_2SCALE: N.T.S. FAX ( 61) 999-0119 8 8 O PROVIDE CHAIR RAIL. SEE DETAIL 25/A-1.2. A-1.2 EX2 a 2 8O MILLWORK, FIXTURES, AND ACCESSORIES FURNISHED AND INSTALLED BY NOTICE 7 4 P6 OFFICE DEPOT. SEE DETAIL 23/A-1.2 FOR BLOCKING REQUIREMENTS. j ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- IN SEISMIC ZONES, LOCKERS SHALL BE SECURELY FASTENED TO WALL. FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT Og MILLWORK FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. SEE I� 16 15 16 15 16 PRIOR WRITTEN CONSENT OF THE ARCHITECT. i� 8 EMPLOYEES DETAILS 19, 20, 21, 22, & 23/A-1.2 FOR INFORMATION AND BLOCKING ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, N LOUNGE 8 REQUIREMENTS. 22" titi ARE HEREBY SPECIFICALLY RESERVED. 116 ,p PROVIDE LADDER TO ROOF HATCH. SEE DETAIL 1, 2, &3/A-3.0 = 15 O � 8 _ 3 11 CERAMIC TILE W/ COVE BASE TO 5'-0" A.F.F. SEE FINISH SCHEDULE._ `r O fice Q PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD AT ALL RESTROOM �j iv ' Yii 10'-2" 4" " 4" 10'-2" AND JANITOR'S CLOSET WALLS. g 13 DPROVIDE ETAIL 13/A-1.1. f, GYPSUM SM WALLBOARD HEADER 0 8'-0" A.F.F. SEE < 21 21 7 POT. amm P. J. P9 P9 116 �8` DE 19=00 Un _ 14 PROVIDE PLASTIC LAMINATE (PL-2) FROM FINISHED FLOOR TO V-0' A.F.F. _ GLUED TO GYP. BOARD WALLS. PROVIDE METAL TRIM ALONG TOP EDGE. 21 2200 Old Germantown Road A-1.2 Del Beach, FL 33445 OFFICE DEPOT A-1.2 16 D F H H F 1415 , 5 PLASTIC LAMINATE (PL-1) FINISH ON 3/4" PLYWOOD. PROVIDE 1/16- 1 561 278-4800 RADIUS ALL EXPOSED EDGES. SIDE ELEVATION FRONT ELEVATION THE OFFICE PLACE 1x17 12 P11 Q 1s P7 y 561 /2fi5-4178 (FAX) MEN 16 PLASTIC LAMINATE (PL-1) FINISH ON 3/4" CONTINUOUS BACKSPLASH. ELEVAT10NS OF RESTROOM ISOMETRIC. OF RESTROOM o WOMEN P A N 0 t , 0 N A P 111 1 MELAMINE INTERIORS (TOP, BOTTOM, BACK, ALL SIDES). r2i"`�LAVATORY C0UN 22 LAVATORY C0UNTER TER D F I> g PLASTIC LAMINATE (PL-1) FINISH ON 6" DRAWER FACE W/ 4-1/2" DRAWER. A�1.2SCALE: 3/4'=V-0" A-1.2 SCALE: N.T.S. DESCRIPTION � , g ADJUSTABLE SHELVES (TYPICAL.) ENLARGED OFFICE PLAN, 9 B B 9 A-1.2 Q1 L 14 Qp CONTINUOUS 2"x WOOD BLOCKING. 5'-o" M A M 12 SECTION, 8c DETAILS P. 21 PLASTIC LAMINATE (PL-2) FINISH ON 3/4" PLYWOOD BRACKETS WITH LOCATION : c3 O BACKING PLATES. = 112 P9 18'-5" P9 ~ v 13 Q 2" x 4" SUPPORTS ® 16" O.C. SAFE SIZE: " " 3707 S ORLANDO DRIVE EX2 CORRIDOR 40 H x 20 1 /2 W x 20 D 3/4- CORRIDOR FLORIDA 32773 .� I Q 2" x 6" WOOD BLOCKING. 'n (TCS V.C.T. 111 EX3 � v P9 I v> 2" x 6" WOOD BLOCKING W/ HILTI HGT SCREWS 0 24" O.C. INTO CMU. DATE STORE NO. SCALE DRAWN BY 6' 0 Q AS rn 0 3 0 ISTING W PRE DRILLED HOLES 1N SAFE BOTTOM. 5 2/19/99 613 NOTED BJB o ELECTRIC Q ANCHOR SAFE TO CONCRETE SLAB WITH (4) 1/2-0 EXPANSION BOLTS. O v a LINEALS SQUARE FT CHECK BY = SAFE e070M o = M e CHAIR RAIL - HARDWOOD, MODERN PROFILE B400 3/4" x 2 3/8". 0 o 24,6J4 00 119 2 5 P7 � PAINT P-2. M 0 a EX2 P9 1 Aj 1 31 Q PROVIDE 3/4" FIRE RETARDANT PLYWOOD FROM FINISHED FLOOR TO 8'-0" � ,� 0 0 6 C A.F.F. OVER GYPSUM WALL BOARD ON THE BULK SALES SIDE ONLY. L: PAINT PER FINISH SCHEDULE. C� = o P• 117 JAN. o N , I ao _ Q 8nO CONCRETE FILLED STEEL PIPE BOLLARD. SEE DETAIL 5/C-1. �, � ;.� y I 5,-0 LO' E 1 o PAINT EXP 4. M N 0 0 0 0 �p EXISTING ELECTRICAL EQUIPMENT TO REMAIN. 0 ELEV. c 9TOILET PARTITION URINAL -SCREEN COUNTERTOPS LOUNGE 01-on 31 PROVIDE NEW EXIT DOOR IN EXISTING WALL. SEE DOOR SCHEDULE SHEET REC. OFFICE A-5.0 FOR INFORMATION. SHELVES 1 ENL A R G E D F 0 0 R PLAN ELEV. PROVIDE A 4'-6" x 4'-6" CONCRETE PAT AT NEW EXIT DOOR. 23 WALL BLOCKING LO C A TI O N S 24 SAFE D F_ TA I L 25 CHAIR RAIL I -0'-6" <9>A-1.2 SCALE: 3/8"=1'-0" A-1.2 SCALE: N.T.S.1.2 A-SCALE: FULL �.2SCALE: 3/16"=1'-0" gy PLOT SCALE: 3/16"=1'-0" CONSTRUCTION PLAN KEY NOTES O PROVIDE A 5'-0" x 4'-6" CONCRETE PAD AT EXIT DOOR. OCARPET (CPT -1) THIS WALL (SHOWN DASHED) FROM FINISH FLOOR TO 8' -0 - ABOVE FINISHED FLOOR. FINISH TOP AND SIDE EDGES WITH TRANSITION STRIP (T-4). OPROVIDE HANDICAPPED RAMP WITH MAXIMUM 1:12 SLOPE. PROVIDE DIAMOND MESH STAMPED CONCRETE OR APPROVED DETECTABLE WARNING SURFACE PER A.D.A. REQUIREMENTS. O8"0 CONCRETE FILLED STEEL PIPE BOLLARD. SEE DETAIL 5/C-1. PAINT EXP #4. O CART RAIL FURNISHED AND INSTALLED BY OFFICE DEPOT. O PROVIDE LADDER TO ROOF HATCH. SEE DETAIL 1, 2. & 3/A-3.0. O PROVIDE GYPSUM WALLBOARD HEADER ® 8'-0" A.F.F. SEE DETAIL 13/A-1.1. OMILLWORK. FIXTURES, AND ACCESSORIES FURNISHED AND INSTALLED BY OFFICE DEPOT. SEE DETAIL 23/A-1.2 FOR BLOCKING REQUIREMENTS. OMILLWORK FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. SEE DETAILS 19, 20, 21, 22, & 23/A-1.2 FOR INFORMATION AND BLOCKING REQUIREMENTS. PROVIDE NEW EXIT DOOR IN EXISTING WALL SEE DOOR SCHEDULE SHEET A-5.0 FOR INFORMATION. 11 EXISTING SPRINKLER RISER LOCATION. PROVIDE A NEW 5'-0" W. x 3'-0" D. x 8'-0" H. CHAIN LINK FENCE WITH GATE AS SHOWN. ®PROVIDE WOOD BLOCKING FOR OFFICE DEPOT SUPPLIED AND INSTALLED RACKING. SEE DETAIL 4/A-1.4. ®PROVIDE A NEW STANLEY CLEAR ANODIZED ALUMINUM AUTO -SLIDING DOOR SYSTEM. SEE DOOR SCHEDULE SHEET A-5.0 FOR ADDITIONAL INFORMATION. LINE OF NEW CANOPY ABOVE. © EXISTING LANDSCAPE AREA 0 PROVIDE 3/4" FIRE RETARDANT PLYWOOD FROM FINISHED FLOOR TO 8'-0" A.F.F. OVER GYPSUM WALL BOARD ON THE BULK SALES SIDE ONLY. PAINT PER FINISH SCHEDULE. ©NEW CMU #3 BUILDING ADDITION. SEE ENLARGED PLAN SHEET A-1.3 AND STRUCTURAL DRAWING S-3 FOR INFORMATION. ®EXISTING BUILDING COLUMN TO REMAIN. SEE STRUCTURAL DRAWINGS FOR MODIFICATIONS AS REQUIRED. UNE OF EXISTING CONC. CURB TO REMAIN. ® LINE OF EXISTING SIDEWALK TO REMAIN. ® EXISTING EXIT DOOR TO REMAIN. ® NEW BUILDING COLUMN. SEE STRUCTURAL DRAWINGS FOR INFORMATION. ®MILLWORK CHAIR DISPLAY BY OFFICE DEPOT. GENERAL CONTRACTOR TO PROVIDE CARPET (CPT -1) OVER ENTIRE DISPLAY. PROVIDE A 42" x 42' MASONRY OPENING FOR A 38" x 38" COMPACTOR DOOR IN NEW WALL BOTTOM SILL OF DOOR AT 48" ABOVE FINISHED FL SEE DETAIL 10/A-5.0 FOR ADDITIONAL INFORMATION. ® PROVIDE A 8'-0"W x 10'-0"H OVERHEAD COILING DOOR IN NEW WALL ®PROVIDE NEW EXIT DOOR IN NEW WALL SEE DOOR SCHEDULE SHEET A-5.0 FOR ADDITIONAL INFORMATION. ® NEW CROSS -BRACING. SEE STRUCTURAL DRAWINGS FOR INFORMATION. ® PROVIDE CONTINUOUS GYPBOARD SURFACE AT DISPLACED PANEL JOINTS. ® FLARE SIDES OF RAMP TO ENSURE SMOOTH TRANSIS71ON IN ALL DIRECTIONS. ® PROVIDE A 4'-6" x 4'-6" CONCRETE PAD AT EXIT DOOR. ® WIND COLUMN BRACE. SEE DETAIL 6/S-2. CONSTRUCTION PLAN NOTES 1. SEE SHEET A-1.1 FOR WALL TYPE SECTIONS AND DETAILS. 2. SEE SHEET A-4.0 FOR EXTERIOR FINISH LEGEND. 3. SEE SHEET A-5.0 DOOR SCHEDULES AND DETAILS. 4. SEE SHEET A-6.0 FOR INTERIOR FINISH SCHEDULES. 5. ALL WOOD FRAMING, BLOCKING, ETC. SHALL BE FIRE RETARDENT TREATED LUMBER. THE GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE WOOD BLOCKING AS REQUIRED PER CODE FOR THE INSTALLATION OF ALL MILLWORK, TOILET ACCESSORIES, ETC. 6. ALL MILLWORK IS TO BE SUPPLIEDSRNISHED D INSTALLED BY OFFICE DEPOT. UNLESS OTHERWISE NOTED. PER KEYNOTE LAVATORY MILLWORK IN RESTROOMS AND EMPLOYEE LOUNGE IS TO BE AND INSTALLED BY THE GENERAL CONTRACTOR. 7. ALL MASONRY JOINTS SHALL BE TOOLED. 8. OFFICE DEPOT WILL FURNISH AND INSTALL PORTABLE FIRE EXTINGUISHERS OF THE TYPE, SIZE AND QUANTITY AS DIRECTED BY THE LOCAL FIRE MARSHAL 9. PROVIDE CORNER GUARDS FROM FINISHED FLOOR TO 8'-0" A.F.F. AT ALL GYPSUM WALLBOARD CORNERS.. 10. CARPET TO BE INSTALLED TO TOE -KICK AT ALL MILLWORK. 11. EXISTING FIRE PROOFING ON BAR JOIST, BEAMS AND METAL DECK TO REMAIN. PROTECT AND REPAIR AS NECESSARY TO INSURE 1 HOUR FIRE RATING. EXISTING UL ASSEMBLY #P710. SEE DETAIL 1/A-1.0. CONSTRUCTION PARTITION LEGEND AREA BREAKDOWN 30'-1 3/8' NEW 6" METAL STUDS ® 16" O.C. WALL/INFILL W/ 5/8" GYPSUM Pl WALL BOARD INTERIOR AND PLYWOOD .1.F S. (EXTERIOR). 3707 S ORLANDO SANFORD, FLORIDA EXTEND G.W.B. FROM FINISHED FLOOR TO UNDERSIDE OF ROOF DATE DECK OR TO 4" ABOVE ACOUSTICAL CEILING IN OFFICES. 3 CHECKOUT AREA SEE DETAIL 1/A-1.1 AND STRUCTURAL DRAWINGS. P2 NEW 4" OR 6" METAL STUDS O 16" O.C. WALL/INFILL W/ 3/4" 23'-4 3/8' -0'-6- PLYWOOD, METAL LATH AND STUCCO (INTERIOR) AND PLYWOOD/ 5 ELECTRICAL ROOM E.I.F.S. (EXTERIOR). SEE DETAIL 2/A-1.1 AND STRUCTURAL DRWGS. SQUARE FT 3-5/8" 20 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" P3 GYPSUM WALL BOARD BOTH SIDES. EXTEND G.W.B. FROM FINISH 7 CORRIDORS FLOOR TO THE UNDERSIDE OF ROOF DECK ON SALES SIDE AND TO UNDERSIDE OF G.W.B. CEILING IN VESTIBULE. SEE DETAIL 3/A-1.1. P4 3-5/8" 20 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" 9 LADIES RESTROOM GYPSUM WALL BOARD BOTH SIDES. EXTEND G.W.B. FROM FINISH FLOOR TO THE UNDERSIDE OF ROOF DECK. SEE DETAIL 4/A-1.1. P5 NOT USED. 11 MANAGERS OFFICE pg 3-5/8" 20 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM WALL BOARD BOTH SIDES. EXTEND G.W.B. FROM FINISH 13 BULK SALES AREA FLOOR TO THE UNDERSIDE OF ROOF DECK ONE SIDE AND TO 4" ABOVE ACOUSTICAL TILE CEILING OTHER SIDE. SEE DETAIL w 6/A-1.1. P7 3-5/8" 20 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM WALL BOARD BOTH SIDES. EXTEND G.W.B. FROM FINISH FLOOR TO THE UNDERSIDE OF ROOF DECK ONE SIDE AND TO 4" 17 BREAK BULK ABOVE ACOUSTICAL TILE CEILING OTHER, SIDE. PROVIDE 3' BATT INSULATION FOR SOUND ATTENUATION IN WALLS AND ABOVE 1&2 S-3 RESTROOM CEILING. SEE DETAIL 7/A-1.1. P8 3-5/8" 25 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" ?-0, GYPSUM WALL BOARD BOTH SIDES. EXTEND G.W.B. & STUDS FROM 13'-r FINISH FLOOR TO 4" ABOVE ACOUSTICAL TILE CEILING BOTH SIDES. 21 PROVIDE SUPPORT KICKERS PER DETAIL 8/A-1.1. pg 3-5/8" 25 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM WALL BOARD BOTH SIDES. EXTEND G.W.B. & STUDS FROM 23 FINISH FLOOR TO 4" ABOVE ACOUSTICAL TILE CEILING BOTH SIDES. / PROVIDE SUPPORT KICKERS. PROVIDE 3' BATT INSULATION �? FOR SOUND ATTENUATION IN WALLS AND ABOVE RESTROOM �' CEILING. SEE DETAIL 9/A-1.1. 3-5/8" 20 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM WALL BOARD BOTH SIDES. EXTEND G.W.B. FROM FINISH FLOOR TO UNDERSIDE OF ROOF DECK ON CASH OFFICE SIDE AND TO 4" ABOVE ACOUSTICAL TILE CEILING OTHER SIDE. SEE DETAIL SEE DETAIL 10/A-1.1. P11 (2) 3-5/8" 25 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM WALL BOARD ONE SIDE OF BOTH STUDS. EXTEND G.W.B. FROM FINISH FLOOR TO 4" ABOVE ACOUSTICAL TILE CEILING. PROVIDE 3" BATT INSULATION FOR SOUND ATTENUATION IN WALLS AND ABOVE RESTROOM CEILING. SEE DETAIL 11/A-1.1. NEW CONCRETE BLOCK WALL ADDITION. SEE DETAIL 12/A-1.1 AND STRUCTURAL DRAWINGS. EXISTING CONCRETE TILT PANEL WALL TO REMAIN. Ext PROVIDE 5/8" GYPSUM WALL BOARD ON 1-1/2" METAL FURRING CHANNELS ® 16" O.C. (INTERIOR). EXTEND G.W.B. FROM FINISHED FLOOR TO UNDERSIDE OF ROOF DECK OR TO 4" ABOVE ACOUSTICAL CEILING IN OFFICES. SEE DETAIL 1/A-1.1 (SIMILAR). NOTE: EXISTING EXTERIOR/DEMISE MASONRY WALLS ARE 1 HOUR. EXISTING CONCRETE TILT PANEL WALL TO REMAIN. EX1a PROVIDE 5/8" GYPSUM WALL BOARD ON 3-1/2- METAL FURRING CHANNELS 0 16" O.C. (INTERIOR). EXTEND G.W.B. FROM FINISHED FLOOR TO UNDERSIDE OF ROOF DECK. SEE DETAIL 1/A-1.1 (SIMILAR) NOTE: EXISTING EXTERIOR/DEMISE MASONRY WALLS ARE 1 HOUR. EXISTING CONCRETE TILT PANEL WALL TO REMAIN. SEE FINISH SCHEDULE FOR INTERIOR FINISH. PROVIDE CERAMIC TILE ON RESTROOM WALLS. c3 NOTE: EXISTING EXTERIOR/DEMISE MASONRY WALLS ARE 1 HOUR. EXISTING METAL STUD/GYPSUM WALL BOARD WALL TO REMAIN. PAINT PER FINISH SCHEDULE. � �7i I , - si> I , 0-1> I I I I I BULK SALES 118 I- /6 `\5, �4"\ 11,<3-� 1 ,si> I 'h I 31 1"3-,-> 1 31 f�>l11-IIT I I I I I I I � I I 1 I f P.J t3 I I w B`01 pg i 6 l a v o Ago �� 4�I0• C4 I I / q M 0 orM- RECEIVIN I I 4 4 E I I - P6 4 I P. P5 3 a AS}{ 4-617 8 I 49'-2' I fiF "C£. ,J g r VU m4 c ...i....LA:_IGERS` PB .'-' `.''-•'. .... .....:.........:... . :::.:::......... ..'.'....'............. 114 • .... I I ,.::.:' ' '.':':' ':':'::.:.:.'.;.:.:.':.'.:: I.....• ..............' Ij ''.':.'.'.':.'............ I.: .. ... .I.' II .............. �� • ... N ............... .... . P. 9 P8 I t i.' . ...... ....... ...........1 I ......:......:.'.::... II....:::.'. .':.'.• I . ..''.. .......... ..:...... 4 :~ 1 �- - - - - EMPLOYEES - - - _ ... _........ ............................_ ........_ ....... \;0 LOUNGE 6 .'.' QFfICE..... .............................. . ...............-sH .. ... ....f1RE ... ....... ...'--*- 11M ...... . 5 I ............'.:.'.. . 1 ' ..:...195.... .'..'.'.'...' ' .... ..:�. ' . .'..:..'.:.'. SEE I ........ ... ...... .. . . ............ ELEVATION A -4.o II ::.:...........::. o P.J ...........................'... .. ............. P9 P9 1 : r.. :::....8.. :II: ' .•.::::::: r. .r t. :.......::::.... ::::......: :: ._. : :.....-:_: WOMEN MEN 1 P7 ..... :....r'............ SEE tt2 P11 11t I t A-1.2 PLAN I ~ f.'.... .. ........ ......::'ll:::::......... ........'. ' .................................'.u:............ © 9 I ...... 1' ... .......---• 1 SEE g P 9 ® I ........... .. ........ ............... ELEVATION A -4.o .. o......... .........:I:' ........... ...........'........ 113 II ........ ........ ... .. ....... ........................ aD 11 P9 I 7, t 5. 1.' ... ....... ._ ...... .. I CORRIDOR 1 ............ OEXISTIN `r ...:::.....: : .' . ...: . : :...:... ... ......:...:.:..... . ' ELECTRIC:I..'.'.':.':.'' :.'ll. '.'.'.'.'::.:� .'.':.':.'.'.'. ){'':. '.'...':.'..'::..{I:..:.'::::.'.'. 6 ROOM P9 P7 ::.. ELEV. 00 „9 ............ II .........:......... . a' I .. I......' ............ ....... N SEE 4 ELEVATION A-4.0 SEE t3 ELEVATIONA-4.o 2 ,%�0� /0 SEE 1 --0' PLAN •0'-2' 9 40'-0' 30'-5' r- al I c PLAN � ELEV. P2 1 s P.J. P.J. P.J. P..EX1 I I -0 _6 I: EX7 / II .2 I - to C.4 s II :EOAY' MD 1 t 'C 3 I I : DINTI ELEV. I I � - I: .. 1 ..... : : p_0 I I I m II ,nes I : I t /C 2, I II� i ' 1 I m .. S P, C.1. OFFICE 14 SIM _ SUPPLIES _ D Ext i - - - - - - - - LJ - �1 - I _4" - I I LI}.! 4 I I n _ i P3 8.3F� I I I 101b8'-� � of l 3 I 1&2 $ ZE O 101 4. IR loe P ELEV. A-4.0 ATIOt I I 114 NEW 1 iv o I10 I goo t ENTRANCE I I I I I I I 1 I + VESTIBULE I 101 8I 101 10'-5 0 0 • I I It 4 I n P3 ELEV ' I 0'-0. I m IIPiL1__ - I I 1 CHECKOUTS I I W 8 Z. 102 I I _ g CUSTOMER I W I I i SERVICE 4 P, II >NN, I O - - - - OFFICE 103 - - to3 �E6#IBLOGY- - -�� - - ��✓ -�_ -Z o B. $� 108 H � I M I Q I ( 14 I EX1 1 1 C10- . I I I L -, A-1.1 DET. Pi I. �Q .1 o Q I I 4• P4 11 J I I 8 I•&AI � _- a A:'4 I , I I r I I a I I H I 4 1 I � c � o . • i i I A.2 -- � I I-_.1 I - 'A•11 0 '-8' 4 i I i ,j P4 • SECUREo STORAGE 104 I I N I ROOM 1 P.J. - - -IX1 IX EX1 a O 10'- ' 12'-e" 11 9'- 9'-0' 9' 0' 9'-0' 9•-0' 9 -O' ELEV. 4 CLO' 01-01 II ' 1 SEE /\7 I I - 1 I ELEVATIONA-4.0 ( I 4 ADJACENT TEN AN T I i ( I 'A FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN 30'-1 3/8' SQ. FT. 1 BUILDING 3707 S ORLANDO SANFORD, FLORIDA 4 DATE ELEV. p 3 CHECKOUT AREA / W-9. 4 COPY CENTER 23'-4 3/8' -0'-6- 5 ELECTRICAL ROOM LINEALS SQUARE FT / CHECK BY 7 CORRIDORS 24,654 ELEV. AMP 1 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE DOM. 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA I h w 15 STORAGE 16 SPRINKLER ROOM A 17 BREAK BULK 18 DOCK 1&2 S-3 / �D 19 TRUCKWELL ?-0, 20 SLAB THICK./P.S.I. 13'-r 21 22 23 I SEE t 1.3 PLAN / FLOOR FINISH: �? 1-g. �' RECEIVING P AREA I , - si> I , 0-1> I I I I I BULK SALES 118 I- /6 `\5, �4"\ 11,<3-� 1 ,si> I 'h I 31 1"3-,-> 1 31 f�>l11-IIT I I I I I I I � I I 1 I f P.J t3 I I w B`01 pg i 6 l a v o Ago �� 4�I0• C4 I I / q M 0 orM- RECEIVIN I I 4 4 E I I - P6 4 I P. P5 3 a AS}{ 4-617 8 I 49'-2' I fiF "C£. ,J g r VU m4 c ...i....LA:_IGERS` PB .'-' `.''-•'. .... .....:.........:... . :::.:::......... ..'.'....'............. 114 • .... I I ,.::.:' ' '.':':' ':':'::.:.:.'.;.:.:.':.'.:: I.....• ..............' Ij ''.':.'.'.':.'............ I.: .. ... .I.' II .............. �� • ... N ............... .... . P. 9 P8 I t i.' . ...... ....... ...........1 I ......:......:.'.::... II....:::.'. .':.'.• I . ..''.. .......... ..:...... 4 :~ 1 �- - - - - EMPLOYEES - - - _ ... _........ ............................_ ........_ ....... \;0 LOUNGE 6 .'.' QFfICE..... .............................. . ...............-sH .. ... ....f1RE ... ....... ...'--*- 11M ...... . 5 I ............'.:.'.. . 1 ' ..:...195.... .'..'.'.'...' ' .... ..:�. ' . .'..:..'.:.'. SEE I ........ ... ...... .. . . ............ ELEVATION A -4.o II ::.:...........::. o P.J ...........................'... .. ............. P9 P9 1 : r.. :::....8.. :II: ' .•.::::::: r. .r t. :.......::::.... ::::......: :: ._. : :.....-:_: WOMEN MEN 1 P7 ..... :....r'............ SEE tt2 P11 11t I t A-1.2 PLAN I ~ f.'.... .. ........ ......::'ll:::::......... ........'. ' .................................'.u:............ © 9 I ...... 1' ... .......---• 1 SEE g P 9 ® I ........... .. ........ ............... ELEVATION A -4.o .. o......... .........:I:' ........... ...........'........ 113 II ........ ........ ... .. ....... ........................ aD 11 P9 I 7, t 5. 1.' ... ....... ._ ...... .. I CORRIDOR 1 ............ OEXISTIN `r ...:::.....: : .' . ...: . : :...:... ... ......:...:.:..... . ' ELECTRIC:I..'.'.':.':.'' :.'ll. '.'.'.'.'::.:� .'.':.':.'.'.'. ){'':. '.'...':.'..'::..{I:..:.'::::.'.'. 6 ROOM P9 P7 ::.. ELEV. 00 „9 ............ II .........:......... . a' I .. I......' ............ ....... N SEE 4 ELEVATION A-4.0 SEE t3 ELEVATIONA-4.o 2 ,%�0� /0 SEE 1 --0' PLAN •0'-2' 9 40'-0' 30'-5' r- al I c PLAN � ELEV. P2 1 s P.J. P.J. P.J. P..EX1 I I -0 _6 I: EX7 / II .2 I - to C.4 s II :EOAY' MD 1 t 'C 3 I I : DINTI ELEV. I I � - I: .. 1 ..... : : p_0 I I I m II ,nes I : I t /C 2, I II� i ' 1 I m .. S P, C.1. OFFICE 14 SIM _ SUPPLIES _ D Ext i - - - - - - - - LJ - �1 - I _4" - I I LI}.! 4 I I n _ i P3 8.3F� I I I 101b8'-� � of l 3 I 1&2 $ ZE O 101 4. IR loe P ELEV. A-4.0 ATIOt I I 114 NEW 1 iv o I10 I goo t ENTRANCE I I I I I I I 1 I + VESTIBULE I 101 8I 101 10'-5 0 0 • I I It 4 I n P3 ELEV ' I 0'-0. I m IIPiL1__ - I I 1 CHECKOUTS I I W 8 Z. 102 I I _ g CUSTOMER I W I I i SERVICE 4 P, II >NN, I O - - - - OFFICE 103 - - to3 �E6#IBLOGY- - -�� - - ��✓ -�_ -Z o B. $� 108 H � I M I Q I ( 14 I EX1 1 1 C10- . I I I L -, A-1.1 DET. Pi I. �Q .1 o Q I I 4• P4 11 J I I 8 I•&AI � _- a A:'4 I , I I r I I a I I H I 4 1 I � c � o . • i i I A.2 -- � I I-_.1 I - 'A•11 0 '-8' 4 i I i ,j P4 • SECUREo STORAGE 104 I I N I ROOM 1 P.J. - - -IX1 IX EX1 a O 10'- ' 12'-e" 11 9'- 9'-0' 9' 0' 9'-0' 9•-0' 9 -O' ELEV. 4 CLO' 01-01 II ' 1 SEE /\7 I I - 1 I ELEVATIONA-4.0 ( I 4 ADJACENT TEN AN T I i ( I 'A FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SQ. FT. 1 BUILDING 3707 S ORLANDO SANFORD, FLORIDA 2 CASH OFFICE DATE STORE NO. 3 CHECKOUT AREA DRAWN BY 2/19/99 4 COPY CENTER 3/32"=1'-0" 5 ELECTRICAL ROOM LINEALS SQUARE FT 6 RECEIVING OFFICE CHECK BY 7 CORRIDORS 24,654 8 JANITOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. fiRamimi D.WPOT.Imm-c. 2200 Old Germantown Road Delm Beach, FL 33445 OFFICE DEPOT 561%278-4800 THE OFFICE PLACE 561/265-4178 (FAX) DESCRIPTION CONSTRUCTION PLAN LOCATION 3707 S ORLANDO SANFORD, FLORIDA DRIVE 32773 DATE STORE NO. SCALE DRAWN BY 2/19/99 613 3/32"=1'-0" BJB LINEALS SQUARE FT CHECK BY 24,654 PLOT DING. N0. O ?�Q a , dx ...... ....; "414��fY i*rye UTILITY IMPACT FEES At" 1�4101711o,01_ 0& AIN Y G �,,1 , 0 ` A E ir1c1I TH1iN' CITY �P V�04 'EC:"� i0 �. AND I CALL (407) 330-5671 ALL CO 1 'v70T10N1,S TO vlATER AND SEVVJER. h"', l ?S F LQUIRE THAT CITY STA FF GE f''c^-iES,"-::1%T. U'rILIT %' DEP -6,. REOU'II RES A L!7 si�„I O y 4 8[-1. R,Sc� S. NOTICE F0,R INSPECTIONS. CALL (407) 302-1003 24.654 SQUARE FEET CODE ANALYSIS INDEX ON CENTER JOB NAME: OFFICE DEPOT TITLE SHEET ' } OUTSIDE DIAMETER G. OPENING OFFICECOPY OPPOSITE PAINT T - 1.0 TITLE SHEET P. PLATEPIECE LOCATION. 3707 S. ORLANDO DRIVE S PLASTER. PLASTIC D. PLYWOOD SANFORD,'FLORIDA 32773 SITE PAINTED 1. QUANTITY RADIUS; RISER ROOF DRAIN INTERIOR R c -, .o SITE PLAN &DETAILS F. REINFORCING D. REQUIRED L. RESILIENT ARCHITECTURAL REVISION, REVERSE ROOM H OPENING A BUILDING CRITERIA: TS. REQUIREMENTS D - 1.0 DEMOLITION PLAN ROOF TOP UNIT BUILDING CODE: 1997 STANDARD BUILDING CODE L RAIN WATER LEADER A - 1.0 CONSTRUCTION PLAN & NOTES D. SQUARE FEET. STOREFRONT 1996 STANDARD PLUMBING CODE f Qat - - SHEET A 1.1 WALL TYPES & \SECTION S SIMILAR OCCUPANCY: GROUP M MERCANTILE A - 1.2 ENLARGED OFFICE PLAN, SECTION, & DETAILS SHEET METAL SCREW CS SPECIFICATIONS SQUAREA - 1.3 ENLARGED TRUCKWELL PLAN, SECTION, & DETAILS STANDARDSERVICE NK, STAINLESS STEEL B. BUILDING AREA: A - 1.4 ENLARGED CANOPY AND VESTIBULE PLAN & DETAILS R STEEL GE A - 2.0 REFLECTED CEILING PLAN uCT. STRUCTURAL SALES AREAS: 20,153 S.F. P. SUSPENDED A - 3.0 ROOF PLAN OP & BOTTOM OFFICE AREAS: 438 S.F. ) TELEPHONE A - 4.0 EXTERIOR ELEVATIONS AND DETAILS TOP OF BULK SALES AND STORAGE ROOM 2,6 92 S.F. M. TOP OF MASONRY A - 4.1 FRONT CANOPY DETAILS s TOP OF STEEL SUPPORT (TOILETS, CORRIDORS, ETC.) 1,371 S.F.-- ----- _. THICK(NESS) A - 5.0 DOOR SCHEDULE & `DETAILS MUST MEET FLORIDA TYPICAL LABORATORY TOTAL FLOOR AREA: 24.654 S.F. A - 6.0 ROOM FINISH SCHEDULE & DETAILS A - 7.0 FRONT CANOPY SECTIONS ACCESSIBILITY CODES 0. UNLESS NOTED OTHERWISE T VERTIC MPos111DN TILE C. OCCUPANT LOADING: _ A 7.1 CANOPY SECTION DETAILSWITH MUST MEET FLORIDA WIDTH; WASTE; WEST; WARE WATER CLOSET SALES AREAS ® 30 S.F./PERSON= 672 PEOPLEWOOD STRUCTURAL WATER HEATER OFFICE AREAS & SUPPORT 0 100 S.F./PERSON= 31 PEOPLE - - _- �� WITHIN �.___.....-_.._.,., WITHOUT STOCKROOM AND RECEIVING AREAS ® 100 S.F./PERSON= 14 PEOPLE S - 1 STRUCTURAL DETAILS WELDED WIRE FABRIC TOTAL OCCUPANT LOAD: 717 PEOPLE S 1.1 STRUCTURAL DETAILS fi S 2 STRUCTURAL D ETAI LSy.01<I;�rd D. EGRESS WIDTH REQUIRED: S 3 STRUCTURAL D ETAI Ls • Model Codes in effect: Standard Building Code 1997 ed. „ S 4 STR U CTU RAL NOTES standard Plumbing Code 49s;d. q DOORS: 717 OCCUPANTS/100 x 22 /PERSON 158 Standard Meohanleal Cada 1007 ad, 3 EXITS REQUIRED 4 EXITS PROVIDED PLUMBING National Electrical Code 1900 ad, See City Coda AMENDMENT$ FL, AQca�sitsilfty Codes 1 �7 E. EGRESS WIDTH PROVIDED: FP - 1 STORE RACK &SPRINKLER PLAN FL. Energy �e199y DOORS #101 a & 101b (IN SERIES) 153" P - 1 PLUMBING PLAN EARTH DOOR #108 34" P - 2 ENLARGED PLUMBING PLAN, RISERS, & NOTES GRAVEL DOOR #109 34,. SUBTOTAL 221" >158", ELECTRICAL CONCRETE ' ...PLUS RECEIVING FIRE. EXIT DOOR #120c 34" E - 1.0 ELECTRICAL SIGNAL &POWER ,PLAN CONCRETE MASONRY E - .1.1 MECHANICAL POWER PLAN - F. MISCELLANEOUS.. E 2.0 ELECTRICAL LIGHTING PLAN �� METAL (LARGE SCALE) •,. - E - 3.0 ELECTRICAL SCHEDULES "& DETAILS FULLY SPRINKLERED METAL (SMALL SCALE)" E - 4.0 ELECTRICAL PANEL & CONTACTOR SCHEDULES TRAVEL DISTANCE DOES NOT EXCEED 250'-0 E -- 4.1 ELECTRICAL RISER DIAGRAM PLYWOOD WOOD FINISHED MECHANICAL p�aNs R�vi��rF© WOOD ROUGH, BLOCKING M - 1.0 H.V.A.C. PLAN CIT` OF SAP�I`Ot2D INSULATION (BATT OR LOOSE) M - 2.0 H.V.A.C. DETAILS INSULATION (RIGID) M - 3.0 H.V.A.C. DETAILS M - 4.0 H.V.A.C. ROOF PLAN GYPSUM BOARD, CEMENT, GROUT MECHANICAL/ELECTRICAL ME - 1 NOVAR ENERGY MANAGEMENT SYSTEM FJNAL iNSPECTIaN REQUIRED ME - 2. NOVAR ENERGY MANAGEMENT SYSTEM Q ABBREVIATIONS A.U. ANCHOR BOLT EXIST. EXISNG OC ACOUST ACOUSTICAL EXP. EXPOSED (CONSTRUCTION), EXPANSION OD A.F.F. ABOVE FINISH FLOOR. EXT. EXTERIOR OPN ALT ALTERNATE F.D. FLOOR DRAIN OPP ALUM, ALUMINUM FACE OF APPROX. APPROXIMATELY N. FINISH PC. ARCH. ARCHITECTURAL FL FLOOR PL, BD. BOARD FDN. FOUNDATION PLA BLDG. BUILDING F.S. FLOOR SINK PLYW BLK. BLOCK FT FOOT, FEET PTD. BLKG. BLOCKING FTG. FOOTING Qum BM. BEAM G.C. GENERAL CONTRACTOR R B.O.S. BOTTOM OF STEEL GA. GAUGE; GYPSUM ASSOC. R.D. PRO. BEARING GALV. GALVANIZED REIN BS BOTH SIDES GEN. GENERAL REQ BTM. BOTTOM CL. GLASS ZING: GLUE RESI B.U.R. BUILT UP ROOF GYP. BD. GYPSUM BOARD REV C.I. CAST IKON H. HIGH RM. C.J. CONTROL JOINT H.B. HOSE BIBS R.O. r_ T. CERAMIC TILE HC HANDICAPPED CAB. CABINET HDW. HARDWARE. ROM CEM. CEMENT(ITIOUS) H.M. HOLLOW METAL RTU CG CORNER GUARD HORIZ. HORIZONTAL R'W' CL CLEAR H.P. HIGH POINT SCH CLC. CEILING HT HEIGHT SF CMU. CONCRETE MASONRY UNIT H.V.A.C. HEATING VENTILATING & SHT. ' CO CLEAN OUT AIR COND17IONINO S.M. M. COL COLUMN ID INSIDE DIAMETER CONIC. CONCRETE INCL INCLUDE(ING) 5Q CONST. CONSTRUCTION INSUL INSULATION S.S. CONT CONTINUOUS INT. INTERIOR, INTERMEDIATE STD. CONTR. CONTRACTOR JT JOINT CPT. CARPET LAM. LAMINATED SIL CR CARTRAILCHAIRRAIL LF LINEAR FEET STO CSK COUNTERSUNK LG. LONG, LARGE STR D DEPTH; DEEP SUS LLH LONG LEG HORIZONTAL DBl. EMO DEMOLITION BLE LLV LONG LEG VERTICAL T L.P. LOW POINT /B DET. DETALTEL DIA.,0 DIAMETER MAS. MASONRY DN. DOWN MATL MATERIAL T0. DIM. DIMENSION MAX. MAXIMUM T0. D.O. DOOR OPENING MECH. MECHANICAL TH D.S. DOWNSPOUT MED. MEDIUM TYP. DWG. DRAWING MFR. MANUFACTURER UL E EAST MIN. MINIMUM U.N. EA. EACH MISC. MISCELLANEOUS V E.S. EXPANSION BOLT M.O. MASONRY OPENING VCT, EIFS EXTERIOR INSULATION M.R.G.B. MOISTURE RESISTANT VER FINSH SYSTEM GYPSUM BOARD W E.J. EXPANSION JOINT mm MOUNTED W/ EL ELEVATION (FLOOR) MTL METAL W.C. ELEV. ELEVATION N NORTH WD. are. ELECTRICAL N.I.C. NOT IN CONTRACT T EQ. EQUAL NO.. $ NUMBER W/I EQUIP. EQUIPMENT NTS NOT TO SCALE El -N EACH WAY O/A OVERALL W/0 EWC ELECTRIC WATER COOLER O.F.D. OVERFLOW DRIAN WWF 0/�0 OUT RTOAOUT SYMBOLS 1 BUILDING SECTION LETTER A-1 SHEET N"HERE DRAWN, TYP. A-1 -SHEET WHERE DRAWN 4 2 INTERIOR ELEVATION NUMBER 3 1 DETAIL NUMBER A-1 SHEET WHERE DRAWN 1 COLUMN UNE DESIGNATION b 1 DOOR NUMBER SALES AREA ROOM NAME AND NUMBER 120 CONSULTANT LIST :ARCHITECT. M.E.P. ENGINEERING STRUCTURAL ENGINEERING �TEV�N Z �STE�V �►RC�ECT C1�OBJ�L. EN Q 1�6'AAL.YWi4�JIC0 + ASBOCi�I��NIC~ ARCMIiECTURE PLANNING AND DESISN QQ"rji�1�' jW$r p1�(`,,� CONSULTING STRUCTURAL 7O0 N.E. 74th STREET 2181 WEST HILISBORO BLVD. SUITE 305 2000 N. FLORIDA MANGO ROAD SUITE 207 SOCA RATON. FLORIDA FACILITY ANALYSIS/SQ FOOTAGE MEMO P1 511" :ADDED SHEET TO INDEX AREA BREAKDOWN X S4. FT. 1 BUILDING ' STORE N0. SCALE 2 CASH OFFICE 2/17/99 980245 3 CHECKOUT AREA BJB LINEALS -33487 DEERFlELD BEACH. FL 33442 WEST PALM BREACH. FLOR70A 33409 PHONE: (3361) 999--9290 PHONE: (954) 571-1845 PHONE: (861) 478-�� FAX: (561) 999-D119 FAX: (954) 571-1848 FAX: (581) 478-737 FACILITY ANALYSIS/SQ FOOTAGE MEMO P1 511" :ADDED SHEET TO INDEX AREA BREAKDOWN X S4. FT. 1 BUILDING ' STORE N0. SCALE 2 CASH OFFICE 2/17/99 980245 3 CHECKOUT AREA BJB LINEALS 4 COPY CENTER CHECK BY 5 ELECTRICAL ROOM 24,654 6 RECEMNG OFFICE 7 CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: eO� 1 LI I' I STEVEN Z EP"�IN A►RCHRECT ARCHITECTURE PLANNING AND DESIGN ' 700 N. E 74th STREET SOCA RAT(ON FLORIDA 33487 . PHONE FAX {56 )999-0119 90 NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- j FlDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT , � - PRIOR WRITTEN CONSENT OF THE ARCHITECT. Ak ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. ocscRivnoH DESCRIP tON TITLE SHEET LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE N0. SCALE DRAWN BY 2/17/99 980245 AS NOTED BJB LINEALS SQUARE FT CHECK BY 24,654 fND. C.M. 6.7 S, 0.5/'W, 1 • ENTRANCE � � � b , �g.��Q r -J � :•1 - '� , DETECTABLE WARNING SURFACE t� CONC. (PROVIDE PER LOCAL CODE) / !/' �O s`'�` I SIDEWALK �,-o" �.-a• �-o �.-o. �C `� FMD.— SIGN TO BE MOUNTED O RAMP (1:12 80" ABOVE WALK.r NO MAX SLOPE) LETTERS TO BE 1" ------ ----- .-�".-u :x _ ..: m a.' `• ^=.,3 =` _ \ ss 1 T 1 (RED) S BRIGHT -.x,•7.-'s�'"•''�'�m J.���-^.L'.�'• 'J,''.. ' ' ` 4.98 E \�'� ' _ WHITE BACKGROUND Pl1flIV1�i ,! d 32230, ,� D=/% /�'S% E '4/'3?, -v LOCATE SIGN ON B -S • `i _iy83.5a/9 516. 25 q - - CANOPY COLUMN. CLWOMERJ ! t • ' \.. BS 35% " =.r -CB -^Er. �1E" CUSTOMER Q I PP/1 f -- •//���`G ,v M SIGN/LDAD�t REFLECTIVE YELLOW 12" MADE h �\r\t oq s f:a_ ' .,.-��..•e��.vw_= _-_-Ee¢ -,P ; Ss LOADING ZONEl D TL. STRIPING W/ 24 - o �yW a �,�'` 9 ., a_ �.aC•a.-:T M s ( b y'�y l •=� /=1/�=..�.L Y N.T.S. ZONE LETTERING G.�c l, ,! �/ �,_ �,�� _�,., vii- .y by = "'. ( /0/' %•<rt _. N i 3 TYPICAL LOADING ZONE PLAN �, �;•� ;' �J �� o+o�� , ,`� �.. '�o . ,e 11.+ ,,,,, • c0'0 C-1.0 SCALE: N.T.S. CONCRETE FILLED PIPE 1 �� d o� :; .o !t O -E 2Q O• • SEE PLANS FOR SIZE AND / + v o ,� LOCATION. PAINT EXP #4 T �. { ` / O �GOS + ,� ti CONCRETE / �• - � O •,� . �2 os • Pti .ter• s _.+ '`� 3_�> h� 'Pogo I • WASH DOME / v FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SQ. FT. 1 BUILDING 2 CASH OFFICE 3 CHECKOUT AREA 4 COPY CENTER 5 ELECTRICAL ROOM 6 RECEIVING OFFICE 7 CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNG 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: NOTE: /- _ IV BOLLARDS ®FRONT ENTRANCE DOORWAY / % .. o� ! v �. / �� A` `�� �- I j I` SHALL- NOT BE INSTALLED UNTIL THE / /' .� 1.45 J� � /% _ � - � (• � � �., 1 �•`` � . �.' `• ' MONDAY FOLLOWING THE FIXTURE DATE. VERIFY DATE HATH OFFICE DEPOT PROJECT MANAGER. ALL OTHER BOLLARDS SHALL REVISIONS BE INSTALLED PRIOR TO FIXTURE DATE. ; / il., _ O % \` �°��W DATE BY SYMBOL DESCRIPTION » 1 /2 PRE -MOLDED , c �I -re-y, .r ► ,'� sP \ m . Jti EXP. JOINT ! i' 0 / / 3 oa • t. a� �,6 „ F s �, .r• \ ^ , o m \ iwt / � .. �(�! / / .•:,y'+ r%-o\'O•S>2'.r .'• - �-• •� h- S",2� : � ,� Xee 03 ') '� X99 •' • co rr • . ,! /u� ! \C�. DcB\ Cs \ , d— .S l9 �O ��J` / �� ' ` h I W ! '�•`•,' ru ••' • O / r �! t°� -� s B i x ^ vim, 1 13 t p 22 • '( 3.58 7 p p u O �h` \ 1 �+� 30 err ! ,I�. � h ,� ! Jl .\ til '\ �!". - �', �\ .r ` G -O � �• ..L \ \, b� rP i • ° � I I tj LINE OF ` ! .., b \h •39 1/' _,r-� •�`. \ tip% � i ,� � �'-•< �� v •� .rc 1 SIDEWALK �!,. :, . ;• ya,A \ .—._- �\ - '/•� A OR PAVING �• • _ • ! -� . . . --..1 _yam. •; � ..�� -_• � _� \ \ •� ♦ ^I. _• , '.e- \ ?' S :h\ 4,� h •• 5 BOLLARD DETAIL , a C 1.0 SCALE: N.T.S. , '9 ZO It .49 ! ', / ''. 'L `' J ` tom- v • , 1 Ij✓ ;\ -: OF No i w Lo lb 1 _ o / rr It P _ _ �O , �•i ! `. :.�- � � \, - • rr" ; , 1 / i -' , ' , . --- i by qc ,• � ` c'.,Z • / r. v O f ' . \\ /\ ter_ /, xt .41 '6 .� ,.ly .�o417D p� , � R P w�-- \ �• -. .-. 1 , 1 ; -� h �, ,�•, ARCHITECTURE PLANNING AND DESIGN !% \ �.� 1 ,� 3201 N. W. 28th TERRACE k °\ BOLA RATnNRIDA 33434-3477 \ \ \ %\. ' . PHONE (51661 479-1071 vf rL. % ��, o Q ,1 -0280 a _ \ � FAX (561) 477 n - __T Lam'�`� NOTICE AND ENGINEER DRAWINGS ARE IN CON- . •' • J - 1 - - ALL ARCHITECTURAL '� -`r✓ ' - \— - �� I I 1 - ' __! o h FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT •� _ _�- ` ,� a �� - . ! /' IA? h CONSENT OF THE ARCHITECT. y i ! PRIOR WRITTENCONSENT OTHERWIS ALL COMMON LAW RIGHTS OF COPYRIGHT AN E, 0 _ c / L >4 ARE HEREBY SPECIFICALLY RESERVED. it j�%°ss ovEPi� E CJ / o16'G7r� IS,7 9' 09 � l` • e __ �'�� ` I ' / ! Cg/ : ? i. \ ' v I 1 —^.II j \I ., �'. !. �. !/ Yi U• LIVE o,-' /v 2o0 P �. / •\ _ -'.\ \/`.. '� j'�' _ p 1 • / r �/ ' ' •� I '('' `. 4j Of' SEC. // o :;� \ /e• \ �- ♦ ' r / I I' / Q � • r � , i t- ^, \ rirPj� .— \'ti \ J- 1 f.' � � � 1 :1 v �' o � �y. �_ l Q ,, / _� / p•it vi / QI : Pwr7 V I , p. 0,••• ,r�d . • % �-- / _ � . � •v sT'v .�• - o� dS' q i' 0 A r .rte / � , / \•, � / �. / � C c,� .. / ��• , t l9 t . , , ...^ ` \lam 1 I 1 `/ / � /' - � — Sz � / ! \ <J• O i . • .. Q '� .�, � F/C CS lW Nv mO - ' N >er;l i•� 244SQ CFpi: �8,'� rSoF• � r',c9-9� ,�.s,re963 �-�-i: ; I1 I _� 1 rr!!' �, �, � ` / � '�� - , - . � �' ,.v✓ / DESCRIPTION sU2- At SITE PLAN AND D ETAILS LOCATION IX20 0 9. ✓ y 3707 S ORLANDO DRIVE 1133 SANFORD, FLORIDA 32773 O SS . �3 ti� < Vis. ��•• `� �e c �1�� �, �o by 0 ! _ ...• _ I DATE STORE N0 SCALE RAW AS 1 - � e 0 v`� M 9s� ,� o JB , 1 �� 2/19/99 980245 NOTED B • O1 ¢ a ��:, - [I r �,\ o rs �i ? OF CITYsl !FOR LINEALS SQUARE FT CHECK BY h 24,654 Xx v SCALE • 1" ->�l/ •�r�� DWG. N (U \ FENt-E E.vISPOAISMrvT POND Pr, -. �` � ' , rn0 `1 V 01YNEiP: STEP//EN B. Pi9UGEY v S \'t jc t P- L �,: , • I T s'�inOFF[ Q 9 v G 1 .� • { �-ToP of BAN,t' \� � � Y, ■ T N 00000 1 SCH EM ATI C SI TE PLAN, %z Ole" 89 QI�'S% E �3z�o.44' C-1.0 SCALE: 1"=60"-0'p r �sf'elc=R.. of (FOR REFERENCE ONLY) ► -TEioc�sE �/Q •-` F'f� /eGEL ? •� of SF %a of 1 /V D 7- f�G A TTED "{ PLOT SCALE: 1 60 0 0 DEMOLITION PLAN KEY NOTES 0 REMOVE EXISTING GLASS STOREFRONT. BLOCK -UP OPENING AT MAIN BUILDING WALL PER CONSTRUCTION PLAN A-1.0 ©REMOVE EXISTING GLASS DOOR AND STOREFRONT. BLOCK -UP OPENING AT MAIN BUILDING WALL PER CONSTRUCTION PLAN A-1.0. 0 ' REMOVE EXISTING INTERIOR STRUCTURAL COLUMN AND ROOF STRUCTURE SEE CONSTRUCTION PLAN A-1.0 AND STRUCTURAL DRAWINGS FOR NEW ROOF STRUCTURE. NOTE ALL EXISTING JOISTS AND BEAM ARE TO BE REUSED, DO NOT DESTROY IN DEMOLITION, O4 REMOVE EXISTING ROOF STRUCTURE (BAR JOIST & BEAMS) IN THIS BAY. NOTE: RETAIN ALL STEEL FOR REUSE. COORDINATE WITH CONSTRUcnON PLAN A-1.0 AND STRUCTURAL DRAWINGS. s REMOVE EXISTING MEZZANINE COLUMN AND FLOOR STRUCTURE IN ITS ENTIRETY. O O6 EXISTING ROOF SUPPORT/MEZZANINE COLUMN TO REMAIN. SEE STRUCTURAL DRAWINGS FOR COLUMN MODIFICATIONS PRIOR TO MEZZANINE DEMOLITION. Oj REMOVE EXISTING (NON -LOAD BEARING) WALLS. PATCH FLOOR AS REQUIRED. a PART OF EXISTING ELECTRICAL ROOM WALL TO REMAIN. INCORPORATE INTO NEW ELECTRIC ROOM CONFIGURATION. SEE CONSTRUCTION PLAN A-1.0 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. Og REMOVE PART OF EXISTING WALL FOR A NEW DOOR. SEE CONSTRUCTION PLAN A-1.0 AND DOOR SCHEDULE SHEET A-5.0. O REMOVE EXISTING INTERIOR DOOR. O77 REMOVE EXISTING PLUMBING FIXTURES, FLOOR TILE, PARTITIONS AND MILLWORK. CAP PLUMBING/SANITARY LINES BELOW SLAB AND PATCH AS REQUIRED. EXISTING ROOF STRUCTURE EXISTING SECOND FLOOR EXISTING EXIT DOOR TO REMAIN. (MEZZANINE) TO BE REMOVED (BAR JOISTS AND BEAMS) TO IN ITS ENTIRETY IN THESE BE REMOVED AND AND REMOVE EXISTING DOOR AND BLOCK -UP OPENING PER CONSTRUCTION BAYS. SEE STRUCTURAL RAISED. PLAN A-1.0. DRAWINGS FOR ADDITIONAL SEE STRUCTURAL DRAWINGS REMOVE EXISTING DOOR TO PROVIDE ACCESS TO NEW LOADING DOCK ADDITION. INFORMATION FOR ADDITIONAL INFOMATION. ® EXISTING SPRINKLER RISER TO REMAIN. OEXISTING WATER METER TO BE REMOVED AND RELOCATED. SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION. ®EXISTING SIAMESE CONNECTION TO BE REMOVED AND RELOCATED. SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION. REMOVE EXISTING MEZZANINE STAIRS. PATCH FLOOR SLAB AS REQUIRED. .1 ,1 ...1 "� i "� ® �� 6. 1� 19 REMOVE PART OF EXISTING WALL FOR A NEW EXIT DOOR. SEE CONSTRUCTION PLAN A-1.0 AND DOOR SCHEDULE SHEET A-5.0 FOR ADDITIONAL INFORMATION. 0 EXISTING CANOPY COLUMNS.PIERS TO BE REMOVED. I 1 1 t © EXISTING CONCRETE CURB TO REMAIN. ® EXISTING LANDSCAPE AREA I I I ® EXISTING HANDICAPPED RAMP TO REMAIN. �� t REMOVE PART OF EXISTING SIDEWALK FOR A NEW HANDICAPPED RAMP. _ _ _ P.J. P.J. P ,i. P. P.J. PIL P.J.P.J. _ _ _ _ P.J. SEE CONSTRUCTIONADDITIONAL INFORMATION. T I I I I I I I – —�D /. PLAN A-1,0 FOR oVE F.Iasnluc ®, EXISTING SIDEWALK TO REMAIN. II REM I I I ( I P.J I L1.1 I CONCRETE STAIRS 1 11 TO MEZZANINE ® EXISTING CANVAS AWNINGS TO BE REMOVED. i i i I I I I I I I I I ---- - SED TRUCKVJELL SEE CONSTRUCTION PLAN A-1.0 FOR �r------------- AREA 0F NEW RECESSED t ® S------ – ADDITIONAL INFORMATION. 6 AREA OF NEW LOADING DOCK ADDITION.. I1 DEMOLITION PLAN NOTES 1: THE GENERAL CONTRACTOR IS RESPONSIBLE TO IDENTIFY THE LOCATION OF ALL UNDER FLOOR DUCT AND REFRIGERATION PITS. REPAIR CONCRETE SLAB AS REQUIRED / �1 TO INSURE A SMOOTH SLAB SURFACE THROUGHOUT READY FOR FLOOR FINISH AS /La>II 7 SPECIFIED. -------------------------------------- ----------- ------------------ 2. REMOVAL AS IDENTIFIED ON DRAWINGS SHALL BE ACCOMPLISHED WITHOUT STORING / P.J IF---- ----,� -------------- EXCESSIVE QUANTITIES OF ANY MATERIALS, RUBBISH, DIRT, DEBRIS OR WASTE. COORDINATE WITH OFFICE DEPOT CONSTRUCTION PROJECT MANAGER. 3. ALL DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE. C" III 4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO MAINTAIN ACCESS TO THE _ i _ _ – – _ - – _ II L�� ° _ i I – EXISTING BUILDING FOR ALL SUB -CONTRACTORS r–_NL iivw "i 11 I � � / 6 6 11 r � L IL 1 11 1 6 t 3 I 3 ^� 5. REMOVE ALL PIPE SLEEVES PROJECTING THROUGH THE SLAB AND PATCH TO I , / ILq E=f 1_ —11 il MATCH EXISTING SURFACES, UNLESS OTHERWISE NOTED. % , 7 I I ( 1 6. ALL PIPES AND CONDUITS IN WALLS THAT ARE TO BE DEMOLISHED ARE TO BE// I I fI I I I II REMOVED AS REQUIRED. / P.J 1 I It 7. THE GENERALCONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR / / I II II 7 II t DEMOLITION OF EXISTING PARTITIONS, MOLDINGS, BASES (RUBBER. VINYL, METAL, / II II III CONCRETE, ETC.) AND OTHER ITEMS SPECIFIED FOR REMOVAL AS IMPLIED BY THE CHARACTER OF DESIGN. / / 7 II II jj II I 1 KS C. AT RE 0 BE REMOVED SHALL BE HANDLED P.J I ` I j� _O 8. EXISTING DOORS, BUC , ET THAT A T / CAREFULLY AND STORED PROPERLY. THE GENERAL CONTRACTOR IS TO / i I f �I �� I 4 4 COORDINATE WITH OFFICE DEPOT CONSTRUCTION PROJECT MANAGER ANY ITEMS WHICH ARE TO BE SALVAGED BEFORE REMOVAL I I 41 9. THE GENERAL CONTRACTOR IS TO PROVIDE ALL NECESSARY PROTECTION FOR FLOORS, WALLS, ETC. AND ANY OTHER EXISTING ITEMS TO REMAIN. THE I REMOVE EMSTINc I II 11 1 GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE INCURRED i a 'CONCRETENAIRs TO SAME BY ALL TRADES AND WILL BE DELEGATED TO RESTORE OR REPLACE TO T MEZZANINE 5 tl II ITS ORIGINAL CONDITION PRIOR TO ,THE ALTERATION. �, P.J -,��� 0 J I IIII IIIIIIII I � I 10. THE GENERAL CONTRACTOR SHALL REPAIR EXISTING CONSTRUCTION DAMAGED IN I I I I I t I I I I 1 I I I II t THE PERFORMANCE OF THIS CONTRACT TO THE SATISFACTION OF THE OFFICE ..DEPOT CONSTRUCTION PROJECT MANAGER. I� 111111 I II III I i 11. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH OFFICE– – – -- DEPOT'S REGULATIONS. – – – – – –�—– – – – – – – – – – – – – – – – - – - – –B� II II I � B 6 it II 6 3 12. REMOVE ALL DRYWALL THROUGHOUT INCLUDING INTERIOR SIDE OF EXTERIOR WALLS. 6 I II III 1 1 II II 2 1 I 13. REMOVE ALL CEILINGS, LIGHTS AND H.V.A.C. DUCTWORK & EQUIPMENT. j1 II 14. REMOVE ALL PLUMBING FIXTURES AND CAP ALL PLUMBING LINES BELOW SLAB. P•J I I jl ii I I I 1 II II 15. THE GENERAL CONTRACTOR SHALL COORDINATE ALL STRUCTURAL STEEL TO BE II II 1 AND REUSED IN THE NEW CONSTRUCTION. COORDINATE WITH STRUCTURAL DRAWINGS. t1 11 11 III I I 1 DEMOLITION LEGEND SYMBOL DESCRIPTION SO. FT. EXISTING PARTITION TO REMAIN INDICATED WITH SOLID LINE STORE NO. ----_= EXISTING PARTITION TO BE REMOVED INDICATED WITH DASH LINE 2/19/99 EXISTING DOOR TO REMAIN 3 CHECKOUT AREA EXISTING DOOR AND FRAME TO BE REMOVED LINEALS 4 COPY CENTER CHECK BY 5 ELECTRICAL ROOM EXISTING WINDOW TO BE REMOVED U.O.N. EXISTING STEEL COLUMN TO REMAIN i FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SO. FT. 1 BUILDING STORE NO. SCALE 2 CASH OFFICE 2/19/99 980245 3 CHECKOUT AREA BJB LINEALS 4 COPY CENTER CHECK BY 5 ELECTRICAL ROOM 24,654 6 RECEIVING OFFICE 7 CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES .AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: STEVEN Z EPSTEN ARCHITECT ARCHITECTURE PLANNING AND DESIGN 700 N. E. 74th STREET BOCA PHONET(561999-9290FLORIDA 3 7 FAX 561) 999-0119 rnRIONOTICE R TECTURAL AND ENGINEER DRAWINGS ARE IN CON— ND DISSEMINATION MAY NOT BE MADE WITHOUT TTEN CONSENT OF THE ARCHITECT. ON LAW RIGHTS OF COPYRIGHT AND OTHERWISE. BY SPECIFICALLY RESERVED. DESCRIPTION CDEMOLITION PLAN LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN .BY 2/19/99 980245 3/32"=1'-0" BJB LINEALS SQUARE FT CHECK BY 24,654 ' O DWG. NO. a i PLOT SCALE• 3/32"=1'-0" ti 1� ' O REFLECTED CEILING PLAN KEY NOTES 0 STORE BANNER/SIGN FURNISHED AND INSTALLED BY OFFICE DEPOT. SHOWN FOR REFERENCE ONLY. REFLECTED CEILING GENERAL NOTES 1. FOR ADDITIONAL NOTES. DETAILS AND INFORMATION REFER TO THE MECHANICAL AND ELECTRICAL DRAWINGS. 2. BANNERS ARE SUPPLIED AND INSTALLED BY OFFICE DEPOT. 3. SEE ROOM FINISHED SCHEDULE FOR ALL CEILING MATERIALS AND HEIGHTS. 4. HIGH BAY LIGHT FIXTURES ARE SHOWN WITH THE SYMBOL 0 . w HANG WITH BOTTOM OF FIXTURE Al 14-3 . I FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SQ. FT. 1 BUILDING STORE NO. SCALE 2 CASH OFFICE 2/19/99 980245 3 CHECKOUT AREA BJB LINEALS 4 COPY CENTER CHECK BY 5 ELECTRICAL ROOM 24,654 6 RECEIVING OFFICE 7 CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL. 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEIIJNG HEIGHT: SPECIAL NOTES: 000 NOTICE All ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE. ARE HEREBY SPECIFICALLY RESERVED. :O�------- i 4' 11' DaMPOT. zmeo --�A, 2200 Old Germantown Road Delra Beach, FL 33445 OFFICE DEPOT 561%278-4800 THE OFFICE PLACE 561/265-4178 (FAX) *w PLAMS REVIEW&,." CITY OF SANFO DESCRIPTION REFLECTED CEILING PLAN LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN ` BY 2/19/99 980245 3/32"=1'-0" BJB LINEALS SQUARE FT CHECK BY 24,654 DWG. NO. 0 C\1 PLOT SCALE: 3/32 =1'-0" ROOF PLAN KEY NOTES O ROOF DRAIN. SEE PLUMBING SHEET P-1. O OVERFLOW DRAIN. SEE PLUMBING SHEET P-1. O NEW RAINWATER GUTTER AND LEADER. PAINT EXP #4. O EXISTING/NEW METAL COPING. PAINT EXP #4. PROVIDE ROOF WALK PADS AROUND ALL H.V.A.C. EQUIPMENT AND ROOF HATCH. ROOF PLAN GENERAL NOTES 1. PROVIDE TAPERED INSULATION CRICKETS ON HIGH SIDE OF ALL ROOF TOP H.V.A.C. UNITS, SCUTTLE AND SMOKE HATCHES (AS APPLICABLE) 2. ROOF SLOPE TO DRAINS AT 1/4"- PER FOOT MINIMUM AND 1/2" PER FOOT MAXIMUM. 3. ROOF WALK PADS SHALL BE OFFSET AROUND THE PROJECTION OF THE ECONOMIZER HOOD ATTACHED TO THE SIDE OF THE RESPECTIVE ROOFTOP H.V.A.C. UNITS. COORDINATE WITH THE MECHANICAL CONTRACTOR TO DETERMINE ROOFTOP EQUIPMENT CONFIGURATION AND ORIENTATION. 4. SEE DETAIL 4/A-3.0 FOR A/C UNIT SUPPORT. OUTLINE ROOF SPECIFICATION 1. BUILT–UP ASPHALT ROOF SYSTEM – MAVILLE 4G–IC: A.) INSULATED METAL DECK – THREE PLIES GLASS – FIBER FELTS OVER MANUFACTURER APPROVED INSULATION, CAP SHEET B.) MATERIALS 1. FIBERGLASS PLY SHEETS 2. ASPHALT 3. CAP SHEET 4. ROOFING INSULATION (5 YEAR THERMAL RESISTANCE RATING – R-18 MIN.) a. 1/2- PERLITE (R-1.3) b. 3" POLYISOCYANURATE (R-16.68 MINIMUM) SEE HVAC SCHEDULE FOR UNIT SIZE AND WEIGHTS STRAPS AT CORNERS AND AT 1/3 AND 2/3 OF WIDTH ROOFING & FLASHING BY ROOFER (SEE ROOFERS DRAWING) ------ EIaSTING DECK TO REMAIN A/C UNIT 14 GAUGE PRE—FAB CURB BY ROOF MANUFACTURER— L 4" X 4" X 1/4* STEEL ANGLE f WIDE x 14 GA. GALV. METAL STRAP (DOUBLED) WITH EI1CH 10-16 � SCREWS FOUR CORNERS) 3pr R�SIDEOF UNIT ToEJUST OR STEEL \ ANGLE \ ROOF DECK JL— 3/g' BOLT WITH NUT L-2 1/2" X 2 1/2" x 1/4"—/ AND DASHER (x2) CFM1T1tE0 WELDED TO TOP AND NTH JOIST'S TOP CDS BOTTOM JOIST CHORDS 4 A/C UNIT SUPPORT DETAIL A-3.0 SCALE: N.T.S. Ii I I II I ( I ( I � AREA BREAKDOWN II I I II I I I I I SQ. FT. 1 BUILDING I , ROOF HATCH ELEVATION , A-3.0 SCALE: 3/8"=1'-0" — –El P I 5 i 4 I I S-20 BILCO ROOF SCUTTLE n W LOCK, SEPARATE PADLOCK P CLASP, INSULATING CURB do II COVER – 3'-0" X 2'-6" _II I I BUILT-UP ROOF SYSTEM II (REFER TO SPECIFICATIONS) _ PROVIDE 3/4" WATER LINE Pli PROVIDE INSULATION. SEE PLUMBING DWG P-1.0. STRUCTURAL STEEL SUPPORTS _ _ _ _ AS REQUIRED P.J. P.J. P J. 4 P.J. P. 2 I ( ( I I ( I 1 I I 1 CONTINUOUS VERTICAL 2x4 WOOD BLOCKING I I I 1 CAGE VERTICALS, R 3/16 x 2 (TYP.) I I I 114w x 3 BENT PL Wf 5/8" SLEEVE ANCHOR 2 EMBED BY "HILTI" OR EQUAL (TYP.) HOOPS. P 1/4" x 2" A-3.0 5" STUD PARTITION 1 1_ 1/4m x 3" o I m FIN. FLOOR 7. . , .. . 3 ROOF HATCH SECTION A-3.0 SCALE: 3/8"=,'-0" FACIUTY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SQ. FT. 1 BUILDING STORE NO. SCALE 2 CASH OFFICE 2/19/99 980245 3 CHECKOUT AREA BJB LINEALS 4 COPY CENTER CHECK BY 5 ELECTRICAL ROOM 24,654 6 RECEMNG OFFICE 7 CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 2, 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: L CTURAL AND ENGINEER DRAWINGS ARE IN CON— D DISSEMINATION MAY NOT BE MADE WITHOUTTEN CONSENT OF THE ARCHITECT. N LAW RIGHTS OF COPYRIGHT AND OTHERWISE, SPECIFICALLY RESERVED. DESCRIPTION ROOF PLAN LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 2/19/99 980245 3/32"=1'-0" BJB LINEALS SQUARE F CHECK BY 24,654 C DWG. NO. cy) ti3 0 PLOT SCALE: 3/32"=1'-0" C FRONT NORTH ELEVATION DEMOLITION A-4.0 SCALE:3/32_-1'-0- T + TOP OF CANOPY FRAMING ob _8 OP OF EXISTING WALL TOP OF EXISTING WALL ob TOP OF CANOPY PARAPE CANOPY SOFFIT 4 1 0'-D" �' 0'-0" FINISHED FLOOR FINISHED FLOOR FINISHED GRADE Los FINISHED GRADE 3 PARTION SIDE WEST ELEVATION DEMOLITION A-4.0 SCALE:3/32"-1'-0" +1'-a" v v OOCK FIN. FLOOR FINISHED FLOOR' " ---__----J FINISHED GRADE 5 TRUCKWELL BUILDING ELEVATION A-4.0 SCALE:3/32'-1'-0" 17Y (6 C5 Q�� } I e'-0' 8'-0' 1 I I I I II +20'-s* JiI I o TOP OF EXISTING WALL Ii FINISHED FLOOR _ I " FINISHED GRADE 2 FRONT NORTH ELEVATION CONSTRUCTION' A-4.0 SCALF-3/32"-1'-0' (_D, O1 +32 -0 TOP OF COPING TOP OF COPING DOCK FIN. FLOOR D'-0" FINISHED FLOOR !L " FINISHED GRADE /07�REAR SOUTH ELEVATION A-4.0 SCAM3/32'-1'-0" NAND BRACE COLUMN SLP TOP PROVIDE FLASHING (BEYOND) SEE STRUCT STUD 1/4 AND COUNTER -FLASHING DRAWINGS FOR INFO. pER AT WALL EXISTING CONCRETE TILT -PANEL WALL IS METALUGE STUD FRAME \ \� O 18" O.C. W/ CROSS \ BRACE AT EACH VERT. ATTACH TD EXIST. WALL \ AND NEW NAND BRACE \ W/ TAP CONS AT 2'-0' O.C. 3/4- EXT. CRADE PLYWOOD, METAL LATH AND STUCCO. PAINT EXP #4 , SIGN BAND AT WIND COLUMNS A-4.0 SCALE' 3/4"-1'-0" SIDE/WEST ELEVATION (CONSTRUCTION) SCALE: 3/32"-1'-0" �. �'B, (-A, PARTIAL SIDE EAST ELEVATION A-4.0 SCALE: 3/32' -l' -Cr ELEVATION GENERAL NOTES 1. ALL EXM-FtCR SSNS AJRE PROVOED AND INSTALLED BY OFFICE DEPOT. ALL ELECT= CAL CON iECTIONS ARE BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL PLANS EXTERIOR FINISH LEGEND X SO. FT. E.I.F.S. #1 D+nV1 - COLOR CH'NA WWITE #310 EXP #1 Sf'_ VV `i W'_UAMS - WTE TO MATCH E.I.F.S. #1 ABOVE � 1 S�RWv w'.11AMS - RED EXP #3 StI RWN 1M'..UAMS - STEELY GRAY #2120 )ETAIL A-4.1 SY_RW`1 WJJANS - COLONADE GRAY #2136 CMU #1 E' x 12' SPLIT -FACED UNIT (PANTED) 1 2 CMU #3 E' x 12' STANDARD GRAY UNIT (PAINTED) A-7.0 A-7.0 PH (314) 569-17 i"5 FX (314) 569-9991 .g'1 'g� . .C'� .E2 �C'� E4 &V s4' o" 8'-0' 8'-0" 10 EMPLOYEE'S LOUNGE i I 11 MANAGERS OFFICE 55' on I_6 TOP OF COPING 1 _" I TOP OF COPING 16 SPRINKLER ROOM +20'-8" 17 BREAK BULK TOP OF EXISTING WALL 1EIEI 19 TRUCKWELL \ ON 20 SLAB THICK./P.S.I. 4+ 4'-10" TOP OF CANOPY PARVETIF 0*1 22 23 +10•-0" 4te FLOOR FINISH: g CANOPY SOFFIT 7 �0 1 3 8 1 iG 6 IE= 50,_ FINISHED FLOOR " FINISHED GRADE (_D, O1 +32 -0 TOP OF COPING TOP OF COPING DOCK FIN. FLOOR D'-0" FINISHED FLOOR !L " FINISHED GRADE /07�REAR SOUTH ELEVATION A-4.0 SCAM3/32'-1'-0" NAND BRACE COLUMN SLP TOP PROVIDE FLASHING (BEYOND) SEE STRUCT STUD 1/4 AND COUNTER -FLASHING DRAWINGS FOR INFO. pER AT WALL EXISTING CONCRETE TILT -PANEL WALL IS METALUGE STUD FRAME \ \� O 18" O.C. W/ CROSS \ BRACE AT EACH VERT. ATTACH TD EXIST. WALL \ AND NEW NAND BRACE \ W/ TAP CONS AT 2'-0' O.C. 3/4- EXT. CRADE PLYWOOD, METAL LATH AND STUCCO. PAINT EXP #4 , SIGN BAND AT WIND COLUMNS A-4.0 SCALE' 3/4"-1'-0" SIDE/WEST ELEVATION (CONSTRUCTION) SCALE: 3/32"-1'-0" �. �'B, (-A, PARTIAL SIDE EAST ELEVATION A-4.0 SCALE: 3/32' -l' -Cr ELEVATION GENERAL NOTES 1. ALL EXM-FtCR SSNS AJRE PROVOED AND INSTALLED BY OFFICE DEPOT. ALL ELECT= CAL CON iECTIONS ARE BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL PLANS ELEVATION ' KEY NOTES OSIGNAGE FURNISHED AND INSTALLED BY OFFICE DEPOT. ELECTRICAL CONTRACTOR TO PROVIDE FINAL ELECTRICAL CONNECTION TO SIGNS. O EXISTING SIDEWALK TO REMAIN. OPROVIDE HANDICAPPED RAMP WITH MAXIMUM 1:12 SLOPE. PROVIDE DIAMOND MESH STAMPED CONCRETE OR APPROVED DETECTABLE WARNING SURFACE PER A.D.A. REQUIREMENTS. O EXISTING TILT PANEL WALL TO REMAIN. PAINT EXP #4. O MASONRY COLUMN CMU #2 (4'-0" x 2'-8"). PAINT EXP #3. O MASONRY ACCENT STRIPE CMU #2. „PAINT EXP 12. Oj E.I.F.S. #1 SILL PAINT EXP #3. O E.I.F.S. #1 COLUMN (3'-4" x 2'-0'). 0 E.I.F.S. #1 SIGN BAND. 10 METAL COPING (PAINT EXP #1). 0 E.I.F.S. #1 4" REVEALS (PAINT EXP #2). 0 E.I.F.S. #1 3'-8" x 3'-8" PANELS. 0 4'-0" x 4'-0" ALUMINUM COMPOSITE PANEL SYSTEM (#AK1103EX). 0 STANLEY CLEAR ANODIZED ALUMINUM AUTO-SUDING DOOR SYSTEM SEE DOOR SCHEDULE A-5.0 FOR ADDITIONAL INFORMATION. 0 8'0 CONCRETE FIUFD STEEL PIPE BOLLARD. SEE DETAIL 5/C-1.0. PAINT EXP# 4. 0 EXISTING TILT PANEL CONTROL JOINT. © PROVIDE CUSTOMER LOADING ZONE SIGN ATTACHED TO COLUMN. SEE DETAIL 3/10-1.0. ®NEW METAL DOOR AND FRAME. PAINT EXP #4. SEE DOOR SCHEDULE A-5.0 FOR ADDITIONAL INFORMATION. O METAL COPING (PAINT EXP #3) EXISTING/NEW METAL COPING (PAINT EXP #4) EXISTING DOOR AND FRAME. PAINT EXP #4. SEE DOOR SCHEDULE A-5.0 FOR ADDITIONAL INFORMATION. ® WALL MOUNTED SECURITY LIGHT. ®NEW CMU #3 BUILDING ADDITION. SEE ENLARGED PLAN A-1.3 AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. REMOVE EXISTING STOREFRONT GLASS/DOORS. BLOCK -UP OPENING PER CONSTRUCTION PLAN A-1.0. PAINT EXTERIOR EXP #4. ®PROVIDE A 4'-6" x 4'-6" CONCRETE PAD AT EXIT DOOR. SEE DETAIL 9/A-8.0. 0 1-1/2"0 METAL RAIL AND POSTS. PAINT EXP #4 ® KELLEY DOCK SHELTER MODEL TS1006 (11'-6'W x 13'-0"H). 0 8'-0"W x 10'-0"H OVERHEAD COIUNG DOOR. PAINT EXP #4. ® KELLEY FX DOCK LEVELER. ®PROVIDE A 42' x 42" MASONRY OPENING FOR A 38' x 38' COMPACTOR DOOR. BOTTOM EDGE OF BOTTOM SILL OF DOOR AT 48" ABOVE FINISHED FLOOR. ® EXISTING HANDICAP RAMP TO REMAIN. ®REMOVE EXISTING CANOPY CONCRETE BLOCK PIERS. PATCH EXISTING SIDEWALK AS REQUIRED. ® REMOVE EXISTING FABRIC AWNING/CANOPY. ® SAW -CUT EXISTING TILT -PANEL WALL AS SHOWN. 0 NEW RAINWATER GUTTER AND LEADER. PAINT EXP #4. ®PROVIDE A 5'-0' x 4'-6" CONCRETE PAD AT EXIT DOOR. SEE DETAIL 9/A-8.0. ®EXISTING ELECTRICAL DISCONNECT/PANELS TO REMAIN. COORDINATE WITH ELECTRICAL DRAWINGS. ® NEW WIND COLUMN BRACE. SEE DETAIL 6/S-2. FRAME OUT WALL AROUND WIND COLUMNS FOR SIGN BAND. 32'-0" TOP OF COPING' TOP OF COPING +15'-0" TOP OF ROOF (LOW PONT) DOCK FlN. FLOOR -O" 1 FINISHED FLOOR FINISHED GRADE PLANS Raul:. v -D CITY OF S ::ORD FACILITY ANALYSIS/SQ FOOTAGE EXTERIOR FINISH LEGEND X SO. FT. E.I.F.S. #1 D+nV1 - COLOR CH'NA WWITE #310 EXP #1 Sf'_ VV `i W'_UAMS - WTE TO MATCH E.I.F.S. #1 ABOVE EXP #2 S�RWv w'.11AMS - RED EXP #3 StI RWN 1M'..UAMS - STEELY GRAY #2120 EXP #4 SY_RW`1 WJJANS - COLONADE GRAY #2136 CMU #1 E' x 12' SPLIT -FACED UNIT (PANTED) CMU #2 8' x E' SPUR -FACED UNIT (PAINTED) CMU #3 E' x 12' STANDARD GRAY UNIT (PAINTED) 4'-0" x 4'-0' A_U TT. UV CC91OMTE PANEL SYSTEM (#AK1103EX) BY UNIVERSE PRO(YJCTS, 2050 CONGRESS10NAL DRIVE, ST. LOUIS, MO. 63146 PH (314) 569-17 i"5 FX (314) 569-9991 ELEVATION ' KEY NOTES OSIGNAGE FURNISHED AND INSTALLED BY OFFICE DEPOT. ELECTRICAL CONTRACTOR TO PROVIDE FINAL ELECTRICAL CONNECTION TO SIGNS. O EXISTING SIDEWALK TO REMAIN. OPROVIDE HANDICAPPED RAMP WITH MAXIMUM 1:12 SLOPE. PROVIDE DIAMOND MESH STAMPED CONCRETE OR APPROVED DETECTABLE WARNING SURFACE PER A.D.A. REQUIREMENTS. O EXISTING TILT PANEL WALL TO REMAIN. PAINT EXP #4. O MASONRY COLUMN CMU #2 (4'-0" x 2'-8"). PAINT EXP #3. O MASONRY ACCENT STRIPE CMU #2. „PAINT EXP 12. Oj E.I.F.S. #1 SILL PAINT EXP #3. O E.I.F.S. #1 COLUMN (3'-4" x 2'-0'). 0 E.I.F.S. #1 SIGN BAND. 10 METAL COPING (PAINT EXP #1). 0 E.I.F.S. #1 4" REVEALS (PAINT EXP #2). 0 E.I.F.S. #1 3'-8" x 3'-8" PANELS. 0 4'-0" x 4'-0" ALUMINUM COMPOSITE PANEL SYSTEM (#AK1103EX). 0 STANLEY CLEAR ANODIZED ALUMINUM AUTO-SUDING DOOR SYSTEM SEE DOOR SCHEDULE A-5.0 FOR ADDITIONAL INFORMATION. 0 8'0 CONCRETE FIUFD STEEL PIPE BOLLARD. SEE DETAIL 5/C-1.0. PAINT EXP# 4. 0 EXISTING TILT PANEL CONTROL JOINT. © PROVIDE CUSTOMER LOADING ZONE SIGN ATTACHED TO COLUMN. SEE DETAIL 3/10-1.0. ®NEW METAL DOOR AND FRAME. PAINT EXP #4. SEE DOOR SCHEDULE A-5.0 FOR ADDITIONAL INFORMATION. O METAL COPING (PAINT EXP #3) EXISTING/NEW METAL COPING (PAINT EXP #4) EXISTING DOOR AND FRAME. PAINT EXP #4. SEE DOOR SCHEDULE A-5.0 FOR ADDITIONAL INFORMATION. ® WALL MOUNTED SECURITY LIGHT. ®NEW CMU #3 BUILDING ADDITION. SEE ENLARGED PLAN A-1.3 AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. REMOVE EXISTING STOREFRONT GLASS/DOORS. BLOCK -UP OPENING PER CONSTRUCTION PLAN A-1.0. PAINT EXTERIOR EXP #4. ®PROVIDE A 4'-6" x 4'-6" CONCRETE PAD AT EXIT DOOR. SEE DETAIL 9/A-8.0. 0 1-1/2"0 METAL RAIL AND POSTS. PAINT EXP #4 ® KELLEY DOCK SHELTER MODEL TS1006 (11'-6'W x 13'-0"H). 0 8'-0"W x 10'-0"H OVERHEAD COIUNG DOOR. PAINT EXP #4. ® KELLEY FX DOCK LEVELER. ®PROVIDE A 42' x 42" MASONRY OPENING FOR A 38' x 38' COMPACTOR DOOR. BOTTOM EDGE OF BOTTOM SILL OF DOOR AT 48" ABOVE FINISHED FLOOR. ® EXISTING HANDICAP RAMP TO REMAIN. ®REMOVE EXISTING CANOPY CONCRETE BLOCK PIERS. PATCH EXISTING SIDEWALK AS REQUIRED. ® REMOVE EXISTING FABRIC AWNING/CANOPY. ® SAW -CUT EXISTING TILT -PANEL WALL AS SHOWN. 0 NEW RAINWATER GUTTER AND LEADER. PAINT EXP #4. ®PROVIDE A 5'-0' x 4'-6" CONCRETE PAD AT EXIT DOOR. SEE DETAIL 9/A-8.0. ®EXISTING ELECTRICAL DISCONNECT/PANELS TO REMAIN. COORDINATE WITH ELECTRICAL DRAWINGS. ® NEW WIND COLUMN BRACE. SEE DETAIL 6/S-2. FRAME OUT WALL AROUND WIND COLUMNS FOR SIGN BAND. 32'-0" TOP OF COPING' TOP OF COPING +15'-0" TOP OF ROOF (LOW PONT) DOCK FlN. FLOOR -O" 1 FINISHED FLOOR FINISHED GRADE PLANS Raul:. v -D CITY OF S ::ORD FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SO. FT. 1 BUILDING STORE NO. SCALE 2 CASH OFFICE 2/19/99 980245 3 CHECKOUT AREA BJB LINEALS 4 COPY CENTER CHECK BY 5 ELECTRICAL ROOM 24,580 6 RECEIVING OFFICE 7 CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- MDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL. COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE. ARE HEREBY SPECIFICALLY RESERVED. a> D.WPOT. X-r-im 2200 Old Germantown Road Delray Beach, FL 33445 OFFICE DEPOT 561/278-4800 THE OFFICE PLACE 561/265-4178 (FAX) DESCRIPTION EXTERIOR ELEVATIONS LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 2/19/99 980245 3/32"=1'-0" BJB LINEALS SQUARE FT CHECK BY 24,580 DWG. N0. a ■ I PLOT SCALE: 3/32"=1'- " FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SQ. FT. CANOPY DETAIL KEY NOTES 1 BUILDING 2 CASH OFFICE 8 O t SIGNAGE FURNISHED AND INSTALLED BY OFFICE DEPOT. GENERAL CONTRACTOR 3 CHECKOUT AREA TO PROVIDE SIGNAGE IN CANOPY AS REQUIRED. 01 82-013 8,_p„ A -4.t 4 COPY CENTER 7 O E.I.F.S. #1 SIGN BAND 5 ELECTRICAL ROOM O METAL COPING (PAINT EXP #1) 6 RECEIVING OFFICE „ 3' _ 8" „ 3' _ 8» 2' „ 31_812 „ 3, _ 8„ 4, _ 0„ 4,_ 0" �� 4 E.I.F.S. #1 4" REVEALS (PAINT EXP #2) 7 CORRIDORS +27-5 I - 0 E.LF.S. 1 3'-8" x 3'-8" ELS PAINT EXP 8 JANITORS CLOSET TOP OF COPING O # PAN ( #3) 9 LADIES RESTROOM 5 O METAL COPING (PAINT EXP #4) 10 EMPLOYEE'S LOUNGE 7 A-4.1 O METAL COPING (PAINT EXP #3) 11 MANAGERS OFFICE +23-5 " 5 1 `� O 4'-0" x 4'-0" ALUMINUM COMPOSITE PANEL SYSTEM (#AK1103EX). 12 MEN'S RESTROOM 13 BULK SALES AREA TOP O F COPING 6 CV gO EXISTING FRONT BUILDING WALL PAINT EXP #4. 14 SALES AREA _�o '4 Op EXISTING FRONT BUILDING WALL DO NOT PAINT AREAS HIDDEN BEHIND CANOPY. 15 STORAGE +20 —8 I � 8 tt BACKER ROD &SEALANT. 16 SPRINKLER ROOM TOP OF EXISTING WALL 3/4" PLYWOOD. 17 BREAK BULK • .,; : 18 DOCK © 4" METAL STUD (CANOPY FRAMING.) (SEE STRUCTURAL DRAWINGS.) 19 TRUCKWELL 3 r2t'� r3"**\ r4*** 6 O 6" METAL STUD (CANOPY FRAMING.) (SEE STRUCTURAL DRAWINGS.) 20 SLAB THICK. P.S.I. A-4.1 A-4.1 A-4.1 /►-�.1 +14,-10» `} © ALUMINUM EXTRUSION CONNECTION. 21 U14Q 15# FELT. TOP OF CANOPY PARAPET = #10 PAN HEAD SCREW ®16" O.C. 23 00 - I .. � � , FLOOR FINISH: VINYL END CAP ® CEILING HEIGHT: 2 ce fftx=' . Q VINYL LAP SIDING SPECIAL NOTES: +10 - 0 ® 2"x WOOD BLOCKING CANOPY SOFFIT i REVISIONS CANOPY DETAIL NOTES DATE BY SYMBOL DESCRIPTION 1. ALL WOOD BLOCKING, PLYWOOD, ETC. USED IN CANOPY CONSTRUCTION SHALL /00 �1CANOPY E DETAIL- BE PRESSURE TREATED, NON- COMBUSTABLE LUMBER. ,„2. ALL MASONRY JOINTS SHALL BE TOOLED. SCALE:1/4"=1 —0 � 00 3. SEE SHEET A-4.0 FOR EXTERIOR FINISH LEGEND. 2 1/4” 13 10 13 10 13 10 14 \Wo U 9 _ 11 i0 (0 (0 12 12 co L__j0) M 0�' o \ \ J N \ CV 4 2 5 4„ 2„ \ _ 4 5 5 4 11 15 8 16 "'NE.I.F.S. DETAIL 3 E.I.�.S DETAILK`0 TERMINATOR DETAIL A-4.1 SCALE:6„_1,_0„ A-4.1 SCALE:6„_1,_0„ A-4.1 SCALE: 6"`=1'-0” NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 16 17 18 19 cis of f, w, METE— c. 8 1 10 _ 3 /It 00 \ 2200 Old Germantown Road 16 \ p DelrayBeach, FL `33445 OFFICE DEPOT f. • ll 561/278-4800 1 561/265-417s (FAX) THE OFFICE PLACE 8 15 14 12 15 1 - - 10 14 DESCRIPTION 14 CO � °° 14 FRONT CANOPY DETAILS 16 17 ILS 8 12 12 LOCATION 12 12 Ln 3707 S ORLANDO DRIVE 16 SANFORD, FLORIDA ` 32.773 15 DATE STORE NO. SCALE DRAWN BY 2/19/99 980245 NOTED BJB l 15 8 16 1 LINEALS SQUARE FT CHECK BY 15 8 16 �g 24,654 Ir 1r, PLANS RFVIEVI CITY OF SANFOR 3 DWG. NO. /100 �5HORIZONTAL J 6 VERTICAL JOINT �7COR N ER DETAIL H OR IZONTAL HEAD JOINT ��4.1SCALE: 6"=l' -O” A-�-i SCALE: 6"=l' -O" A-4.1 SCALE: 6"=l' -O" A-4.1 SCALE: 6"=1'-0„ a� PLOT SCALE: 1 /4"�1'-0 A-5.0 SCA N HARDWARE. - AS SHOWN RAY SCAN 3'-4• V-4. 3'-4" 3'-4' _ a'-4• " 1 ENGRAVED WHITE LETTERS 3-0 ON RED BACKGROUND •TI T1 71 ON PLASTIC BODY METAL / FRAME / \ METALMOCKM METAL METAL METAL iNls DDDR ro RD" FRAME FRAME FRAME FRAME / ONE WAY • / DOOR .� / DOOR ll� • / DOOR VIEWER / DOOR EZ3 E:!fl I N _,..N O N O 14 O 1 EMERGENCY EXIT PUSH DDDR OUT \ \ ASTRIGAL NG \ \ r SLIDE 1 HIGH RED \ \ LETTERS BOLT DOOR \ / _ AUTOMATIC SLIDING DOOR TEMPERED GLASS WITH HINGED SWINGING ACTION PT D A FOR EMERGENCY EXIT CD F O O O O ALL DOORS TO EXIT OUT ON O O O PRESSURE NOT TO EXCEED 15 LBS. 2 DOOR ELEVATIONS A-5.0 SCALE: N.T.S. ELECTRICAL 4 5/8 DRYWALL EACH SIDE 61 CONCRETE OF METAL STUDS MASONRY FLASHING SLIDE SLID WEEP-' STEEL LINTEL 3 HOLES (2) 6" x 20 GAUGE METAL STUD LINTEL 1 �--CAULK PERIMETER SIDE 2 SHIM IDES CAULK PERIMETER BOTH S BOTH $ n ' HOLLOW METAL FRAME . - GROUT SOLID HOLLOW METAL FRAME EXTERIOR ELEVATION DRIP CAP TRANSOM 3 HEAD DETAIL 4 HEAD DETAIL JAMB SIM. 5- NO USED A-5.0 SCALE: N.T.S. A-5.0 SCALE: N.T.S. A-5.0 SCALE: 01 SECTION DOOR 1 SO PANEL 0 STAN -RAY MOTION SENSOR-/ 1 3/4- SECTION .1...3/4 4 0 K ALL CONCRETE MASONRY WALL KAG WIDTHST RAY CONCRETE BLOC W INTERIOR DOOR TRACK RAKE JOINT BACK 3/8" SEALANT ® PERIMETER SO SX SX SO - - EXT. DOOR -SEE SCHEDULE STAN -GUARD SECTION C C12 STEEL CHANNEL THRESHOLD SENSOR .. VESTIBULE 0 AUTOMATIC SLIDING DOOR - SEE DOOR 101 SECTION SCHEDULE " HOLLOW METAL FRAME RECESSED SECURITY 3 5/8 MTL GATE POCKET 0 STUDS GALV. CORRUGATED 12 GA. PAINT AND GROUT SOLID 5/13" GYP STRAP ANCHORS 0 24" RAKE JOINT BACK 3/8" SO SX SX SO WEATHERSTRIP O.C.-WELD TO CHANNEL SWEEP SEALANT ®PERIMETER EMERGENCY BREAKOUT 7 JAMB DETAIL 8 JAMB DETAIL TBOAND JAMB DETAIL PANELS A-5.0 SCALE: N.T.S. A-5.0 SCALE: N.T.S. A-5.0 SCALE: N.T.S. SLIDING DOORS. FIN. FL EXTERIOR (SUWAC£ SITU.) PACKAGE HEIGHT INFORMATION FOR SURFACE APPUCA71ONS * _= INDICATES DIMENSION OF CLEAR OPENING SPANDREL FLASHING cH cAULxINc' WITH DOORS BROKEN OUT AND STACKED TO Kc. Ha w/TRANSOM rn�0iwi ALLOWANCE *INCLUDES 1/2* THRESHOLD BOTH SIDES L SEALANT TYP. BOTH SIDES) CHANNEL 9--4-__T--4 3/6T 3/8- 7-3 WHEN RECESSING PACKAGE DEDUCT 1/2 OTE: _VCT QR_ 1ERAMIC ( FRAME N CARPET LE3. (4) SIDES PACKAGE WIDTH INFORMATION MARBLE THRESHOLD 1 a DOOR SCHEDULE DOOR # DOOR LOCATION DOOR SIZE MATERIAL MASONRY OPENING DOOR ELEV. FRAME DETAILS 42 5/16" HARD- WARE LABEL GLASS TYPE KEYING DOOR SIGNAGE CHECK BY DOOR DOOR FRAME HEAD JAMB SILL 101a VESTIBULE 14'-0" x 9'-0" ALUM/GL ALUM A - - - 1 - TEMP AA -1 PER ELEV. A BELOW FINISH. SEE CLEAR ANODIZEDTAILA-5.0 101a 101b VESTIBULE 14'-0" x 9'-0" ALUM/GL. ALUM A - - - 1 - TEMP AA -1 ELEV. PA BELOW SEE CLEARER ANODIZED SUOMINUM FINISH. 101b 1010 SECURITY GATE PER MANUFACTURER STL. STL SG - - - 17 - - AA -1 - SEE SECTURITY GATE SPEC. THIS SHEET. 1010 104a STORAGE ROOM PAIR OF " " 3'-0* x 7'-O x 1 3/4 H.M. H.M. D 4/A-5.0 / - - 16 - - AA -3X _ PROVIDE ASTRIGAL PROVIDE SURFACE MOUNTED SLIDE BOLT. 1040 104b STORAGE ROOM 3'-0" x 7'-0" x 1 3/4" H.M. H.M. F 4/A-5.0 - - 15 - - AA -3X - 5 ROLLERS CADMUIM PLATED, STEEL BALL BEARING ROLLERS. 104b 1040 STORAGE ROOM 3'-0" x T-0" x 1 3/4" H.M. H.M. F 4/A-5.0 - - 15 - - AA -3X - 104c 108 EXIT S-0" x 7'-0" x 1 3/4", H.M. H.M. G 3/A-5.0 8/A-5.0 - 4 - - AA -1 - PSEEO ARM -DOR EXIT EVICEALV. FRAME &RSPEC. THIS SHEET. 108 109 EXIT 3'-0" x T-0" x 1 3/4" H.M. H.M. G 3/A-5.0 8/A-5.0 - 4 - - AA -1 - PROVIDE ARM GA -DOR EXIT DEVICEALV. FRAME & RSPEC. THIS SHEET. 109 110 CASH OFFICE S-0" x 7'-0" x 1 3/ 4" H.M. H.M. PT 4/ A-5.0 - - 12 - - AA -2X - PROVIDE ONE-WAY VIEWER. SEE HARDWARE SCHEDULE FOR SPEC. THIS SHEET. 110 111 MEN'S RESTROOM 3'-0" x 7'-0" x 1 3/4" H.M. H.M. L 4/A-5.0 - 9/A-5.0 7 - - - MEN MARBLE THRESHOLD 111 112 WOMEN'S RESTROOM 3'-0" x 7'-0" x 1 3/4" H.M. H.M. L 4/A-5.0 - 9/A-5.0 7 - - - WOMEN MARBLE THRESHOLD 112 114 MANAGER'S OFFICE 3'-0" x 7'-0" x 1 3/4" H.M. H.M. F 4/A-5.0 - - 6 - - AA -1 MANAGER 114 115 RECEIVING OFFICE V-0" x 7'-0" x 1 3/4" H.M. H.M. F 4/A-5.0 - - 3 - - AA -3X - 115 116 EMPLOYEE'S LOUNGE 3'-0" x 7'-0" x 1 3/4" H.M. H.M. F 4/A-5.0 - - 7 - - - EMPLOYEE 116 117 JANITOR'S CLOSET 3'-0" x 7'-0" x 1 3/4" H.M. H.M. F 4/A-5.0 - 9/A-5.0 6 - - AA -3X JANITOR MARBLE THRESHOLD 117 119 ELECTRICAL ROOM 3'-0" x 7'-0" x 1 3/4" H.M. H.M. F 4/A-5.0 - 9/A-5.0 6 - - AA -3X ELECTRICAL 119 120a EXIT 3'-0" x 7'-0" x 1 3/ 4 " H.M. H.M. G 3 A -5.0 / 5.0 A 8 - / - 4 - - AA -1 _ PROVIDE GALV. FRAME & DOOR. SEE ARM -A -DOR EXIT DEVICE SPEC. THIS SHEET. 120a 120b RECEIVING 8'-0"W x 10'-0"H STEEL STEEL CID - 7 / A-5.0 - 9 - - AA -1 _ PROVIDE INSULATED DOOR & LOCKING SLIDE BOLT EACH SIDE. DOOR BY OVERHEAD DOOR CORP. 120b 120c COMPACTOR 38" x 38" x 1 3/4" H.M. STEEL/H.M. C - - - 13 - - AA -4X - GLADR FRAM AFTER INSULV. ATEDOODOOR. SEE DETAILSMBLY8/A-' 5.0ROVIDE 120c ROOF HATCH - SEE DETAIL 3/A-3.0. STEEL STEEL - - . - - 11 - - AA -3X CUSTOMER SERVICE_ SHOWCASES - - _ - _ - 14 - - AA -1 D&D - - - - - - 11 - - AA -3X SPRINKLER - -- - - - - - 11 - - AA -3X PROVIDE LOCK IN CHAIN LINK GATE. I NISHED AND INSTA D BY .C. ONLY LE: N.T.S. CURTAIN SHALL BE CLEAR, 1.25 MIL, 1WTH FUR ISH ALL SIGNAGE & DECALS OVERLAP OF 3". FURNISH MOUNTING DOOR PKG. PKG. SLIDING WIDTH DOOR OPG (SX PANEL YVIDTH (SO PANEL WIDTH DOOR TRAVEL MASONRY OPENING CAULIQNG ALLOWANCE 10-3372 14'-0" 72' 42 5/16" 42 5/16" 36" 14'-0 1/Y 1/4"/SIDE in 1 1/4 CLAEAORDITEMPERED GLASS. HOLLOW METAL DOOR & �� Ix HOLLOW METAL FRAME ". 1 /4 S.S. THRESHOLD TO BE SUPPLIED BY DOOR -� 38" X 38" (PAINT) x MANUFACTURER AT EXTEROR DOOR ONLY 1r I 4. - MARBLE SEALANT TYP. BOTH SIDES) THRESHOLD NOTE: THE GLAZING MATERIAL IN BOTH FIXED AND SLIDING PANELS OF ALL SLIDING DOORS SHALL COMPLY WITH TMEE REQUIREMENTS IN THE 1 T OR 9 .1-1984 VC ta; PERFORMANCE SPECIFICATION AND METHODS OF TEST FOR SAFETY GLAZING MATERIALS USED IN BUILDINGS. ANSI Z 7 CARPET CT COMPACTOR CHUTE BY 4; c COMPACTOR VENDOR - OPERATORS. ELEC. SERVICE TO HEADER BY ELG ' - - C 5 AMP. SERVICE FOR 1-2 OPERATORS. 20 AMP.. SERVICE FOR 3 4 E DURA GLIDE 117 V. A 1 N CONC 'SLAB 00 DETAILS ii�AUTOMATIC SLIDING DOOR 0 DETAIL COMPACTOR DOOR 9 MARBLE SILL��-o SCALE: N.T.s. A-5.0 SCALE: N.T.S. A-5.0 SCALE: N.T.S. STANLEY MAGIC -DOOR EQUIPMENT HARDWARE SCHEDULE GROUP 1 (SLIDING DOORS) 1 HOOK BOLT MS 1851 AW -050 X 4015 US28 - ADAMS -RITE 1 THUMBTURN TT 4066 x US 28 ADAMS -RITE 1 ARMORED STRIKE MS 4002-012 x US28 ADAMS -RITE 1 MORTISE CYLINDER 1E 74 x 626 BEST 1 CYLINDER GUARD MS 4043 x 603 ADAMS -RITE GROUP 2 INTENTIONALLY NOT USED GROUP 3 1 1/2 PAIR BUTTS 1279 4 1/2 x 4 1/2 x 26D HANGER 1 LOCKSET 93K7AB15D-S3 626 BEST 1 FLOOR STOP 436 x B26D IVES. GROUP 4 1 1/2 PAIR BUTTS. BB1191 4 1/2 x 4 1/2 NRP 32D HAGER 1 EXIT DEVICE - ARM -A -DOR - SEE SPECS. THIS SHEET.' 1 CLOSER 1230 SARGENT 1 RIM CYLINDER (PROVIDED BY EXIT DEVICE) 1 THRESHOLD 425 NATIONAL GUARD 1 SET WEATHERSTRIP 160S NATIONAL GUARD 1 DRIP STRIP 16 AD NATIONAL GUARD 1 SWEEP 102 AV NA11ONAL GUARD 1 ONE-WAY VIEWER U698 -26D IVES (DOOR #120a ONLY) GROUP 5 INTENTIONALLY NOT USED GROUP 6 1 1/2 PAIR BUTTS 1279 4 1/2 x 4 1/2 26D HAGER 1 LOCKSET 93K7AB15D-S3 626 BEST 1 FLOOR STOP 436 x B26D IVES. 1 SIGN SEE SCHEDULE. GROUP 7 1 1/2 PAIR BUTTS BB1279 4 1/2 x 4 1/2 26D HAGER 1 PUSH PLATE 2124 4" x 16" 32D BALDWIN U 2596 8"CTC 32D MAI nWIN FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SO. FT. 1 BUILDING STORE NO. SECURITY GATE SPEC. 2 CASH OFFICE THE GENERAL CONTRACTOR SHALL INSTALL AT THE FRONT ENTRANCE DOOR ONE (1) THE GENERAL CONTRACTORS WILL BE INSTALLING CONSTRUCTION CORES IN ALL 3 CHECKOUT AREA BJI3 'BEST' LOCKSETS, PAD LOCKS, DETERS' AND SLIDING ENTRANCE AND EXIT DOORS 4 COPY CENTER CHECK BY 5 ELECTRICAL ROOM 24,654 FOR USE DURING THE CONSTRUCTION PHASE. 6 RECEMNG OFFICE " 14 GA. 1 7/8 x 2 3/8 STEEL BOX TRACK. 7 CORRIDORS 8 JANITOR'S CLOSET NO. 9 LADIES RESTROOM AS SOON AS THE STORE MANAGER ARRIVES FOR MASS HIRING, HE SHOULD CONTACT 10 EMPLOYEE'S LOUNGE THE KEYING WILL BE AS FOLLOWS:DWG. 11 MANAGERS OFFICE THE CONSTRUCTION SUPERINTENDENT AND REMIND HIM THAT PRIOR TO RECEIVING 12 MEN'S RESTROOM 13 BULK SALES AREA BOTTOM TRACK. MERCHANDISE ALL THE CONSTRUCTION CORES ARE TO BE REMOVED AND THE FINAL 14 SALES AREA AA -1 MASTER KEY (FOR ALL LOCKSETS, FRONT SUDING DOORS, ARM -A -DORS 15 STORAGE CORES INSTALLED PER CONSTRUCTION PLANS. 1N MOST CASES THE SUPERINTENDENT 16 SPRINKLER ROOM 'i 17 BREAK BULK WILL HAVE THE STORE MANAGER CONTACT THE "BEST LOCK CO" TO NOTIFY THEM THAT 18 DOCK ANDPADLOCKS)_ A 19 TRUCKWELL 'OFFICE DEPOT IS READY TO CHANGE OUT THE CORES. THE GENERAL CONTRACTOR 20 SLAB THICK./P.S.I. 21 SHALL PROVIDE THE STORE MANAGER WITH A COPY OF THE BEST PERMANENT CORE 22 23 ORDER FORM CONTAINED IN. THE SPECIFICATIONS. FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: 3. SECONDARY/SCISSOR 3/16" x 3/4" COLD ROLLED STEEL 1 P LL 1 CLOSER EN 1231 SARGENT 2 KICK PLATES (BOTH SIDES).050" 8" x 34" 32D BALDWIN 1 SIGN SEE SCHEDULE REVISIONS GROUP 8 1 1/2 PAIR BUTTS(PROVIDED & INSTALLED BY PREFAB ELEC RM MANUF) DATE BY SYMBOL DESCRIPTION 1 LATCHSET 62K-7AB-4C-STK-626 (DOOR PREP BY PREFAB ELEC RM MANUF) 1 FLOOR STOP 436 x 826D IVES 1 SIGN SEE SCHEDULE GROUP9 2 PAD LOCK 21137221 - MI BEST GROUP 10 . 1 PAIR BUTTS 1279 USP HAGER 1 LATCH SET 63KOY 4C -CS -626 BEST 1 PAD LOCK 21B 722L x MI BEST 1 HASP SP941 STANLEY GROUP 11 1 PAD LOCK 21B 722L - MI BEST 1 1/2 PAIR BUTTS BB1279 4 1/2 x 4 1/2 NRP 26D HAGER 1 LOCKSET 93K 7D 15D -S3 626 BEST 2 PAD LOCK 21B 722L MI BEST (FOR D&D LOCK-UP DOORS) 1 CLOSER EN 1231 SARGENT I 1 FLOOR STOP. 436 x B26D IVES. 1 ONE-WAY VIEWER 0698-26D IVES (DOOR #110 ONLY) i GROUP 1. 1 PAD LOCK 21B 722R 1 LOCKSET 93K ON 15D -S3 626 BEST B 191 NPR 32D HAGER 1 PAIR BUTTS B 1 1 HASP FOR PADLOCK GROUP 14 1 SLIDING PANEL LOCK 3 SS2 SERIES BEST rzeQ�P �5 1 1/2 PAIR BUTTS BB 1279 NRP 26D HAGER 1 LOCKSET 93K7D 15D -S3 626 BEST 1 CLOSER EN1231 SARGENT 1 FLOOR STOP 436 x B26D IVES. GROUP 16 i 3 PAIR BUTTS 681279 NRP 26D HAGER 1 SURFACE MOUNTED SUE BOLT ON INACTIVE LEAF 1 DUST PROOF STRIKE 489 26D IVES 1 LOCKSET 93K7D 15DS-3 626 BEST N 31 SARGENT 1 CLOSER (ACTIVE LEAF) E 12 ASTRIGAL ON INACTIVE LEAF, FULL LENGTH GROUP 17 1 MORTISE CYLINDER 1E64C4RP2 626 BEST 1 THUMBTURN 1E6A2C4RP2 626 BEST ��/ 1 PADLOCK 216722E -M1 BEST Q I G XM Z F=PQ GN 11 Lnr 1 2 CABINET LOCKS 1E7E4 BEST ARCHITECTURE PLANNING AND DESIGN 700 N. E. 74th STREET BOCA RA N FLORIDA 33487 PHONE 561) 999-9290 N UC ON CORES OCKSETS HARDWARE TO BE SUPPLIED W CO TR T1 NOTE:.. ALL BEST L / / 99-0 9 FAX /�61 9 11 E7561 (EITHER BLACK PLASTIC FOR INTERIOR APPLICATIONS OR PAINTED BRASS) FOR USE DURING CONTRUCTION. I I NOTICE NGS E IN CON- ALL ARCHITECTURAL ANDENGINEER DRAWL ARE ARM -A -DOR PANIC HARDWARE SPEC. THE GENERAL CONTRACTOR SHALL INSTALL AT EACH EMERGENCY EXIT DOOR ONE (1) ARM -A -DOR PANIC HARDWARE DEVICE PER THE FOLLOWING SPECIFICATIONS: 1. ARM -A -DOR IA101-002 2. MANUFACTURED BY SARGENT & GREENLEAF, INC. ONE SECURITY DRIVE MCHOLASMLLE, KY 40356-0569 PHONE: 800 800-1194 606 885-9411 FAX: 606 887-2057 3. EXIT ONLY, NO UNLOCK FROM OUTSIDE. 4. THROUGH DOOR CARRIAGE BOLTS. 5. PRODUCT NUMBER SPECIFIED INCLUDES AUTOMATIC RE -LOCK. 6. PRODUCT NUMBER SPECIFIED INCLUDES ALARM. FlDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. DESCRIPTION DOOR SCHEDULE LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SECURITY GATE SPEC. 'BEST' FINAL CORE PROCESS THE GENERAL CONTRACTOR SHALL INSTALL AT THE FRONT ENTRANCE DOOR ONE (1) THE GENERAL CONTRACTORS WILL BE INSTALLING CONSTRUCTION CORES IN ALL FOLDING SECURITY GATE PER THE FOLLOWING SPECIFICATIONS: BJI3 'BEST' LOCKSETS, PAD LOCKS, DETERS' AND SLIDING ENTRANCE AND EXIT DOORS SQUARE FT CHECK BY 24,654 FOR USE DURING THE CONSTRUCTION PHASE. TOP TRACK: " 14 GA. 1 7/8 x 2 3/8 STEEL BOX TRACK. 1. MANUFACTURED BY A/C FOLDING GATES NO. 1374 EAST 9TH STREET AS SOON AS THE STORE MANAGER ARRIVES FOR MASS HIRING, HE SHOULD CONTACT THE KEYING WILL BE AS FOLLOWS:DWG. PAMONA, CALIFORNIA 91766 THE CONSTRUCTION SUPERINTENDENT AND REMIND HIM THAT PRIOR TO RECEIVING 9 629-3026 PHONE:Mg BOTTOM TRACK. MERCHANDISE ALL THE CONSTRUCTION CORES ARE TO BE REMOVED AND THE FINAL AA -1 MASTER KEY (FOR ALL LOCKSETS, FRONT SUDING DOORS, ARM -A -DORS FAX: � 629-0852 CORES INSTALLED PER CONSTRUCTION PLANS. 1N MOST CASES THE SUPERINTENDENT 'i CALL FOR LOCAL DISTRIBUTOR. WILL HAVE THE STORE MANAGER CONTACT THE "BEST LOCK CO" TO NOTIFY THEM THAT ANDPADLOCKS)_ A 'OFFICE DEPOT IS READY TO CHANGE OUT THE CORES. THE GENERAL CONTRACTOR 2. VERITICAL MEMBERS: 1/2" x 1" HOT ROLLED STEEL TUBING SPACED 9" O.C. SHALL PROVIDE THE STORE MANAGER WITH A COPY OF THE BEST PERMANENT CORE ORDER FORM CONTAINED IN. THE SPECIFICATIONS. 3. SECONDARY/SCISSOR 3/16" x 3/4" COLD ROLLED STEEL AA -2X CASHROOM �BQZS: THE COST FOR THE FINAL CORES IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. A. END POSTS: 1" x 2" HOT ROLLED STEEL TUBING LOCKGUARD BOX: WHEN CORES ARE CHANGED OUT THE KEYS WILL BE GIVEN DIRECTLY TO THE STORE MANAGER FROM THE "BEST LOCK CO" 5 ROLLERS CADMUIM PLATED, STEEL BALL BEARING ROLLERS. GUARD BOX ON INTERIOR. AA -3X STORAGE ROOM, PADLOCKS AND DETER ALARMS, RECEIVING OFFICE DESCRIPTION DOOR SCHEDULE LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 2/19/99 980245 AS AS BJI3 LINEALS SQUARE FT CHECK BY 24,654 6. TOP TRACK: SPCED EACH 4-5 MAIN VERTICAL ALL LOCKSETS AND CORES, INCLUDING THE CORES IN THE FRONT SLIDING DOORS WILL BE BY THE "BEST LOCK CO". 6. TOP TRACK: " 14 GA. 1 7/8 x 2 3/8 STEEL BOX TRACK. NO. STATIONARY. THE KEYING WILL BE AS FOLLOWS:DWG. 7. BOTTOM TRACK. 14 GA. 1 7/8" x 2 3/8" STEEL BOX TRACK, HINGED AA -1 MASTER KEY (FOR ALL LOCKSETS, FRONT SUDING DOORS, ARM -A -DORS 'i TO FOLD -CLEAR OF DOORWAY. LATCH TO HOLD IN ANDPADLOCKS)_ A "UP" POSITION. AA -2X CASHROOM R CTQl�. LOCKGUARD BOX: x 10 FOLDING HOOKLOCK GUARD BOX ON INTERIOR. AA -3X STORAGE ROOM, PADLOCKS AND DETER ALARMS, RECEIVING OFFICE 9. FINISH: BLACK. INDUSTRIAL GRADE ENAMEL APPLIED NG AND EXIT. COMPACTOR, RECEIVI A AA-4XC r• P �N E I� �' . D E 0� D TROS TICALLY. ELEC TA T CIT sQr X - INDICATES OPERATED BY ANOTHER KEY. FOUR 4 KEYS WILL BE PROVIDED FOR EACH TYPE KEY. O PLOT SCALE: 3/32"=1'-0" rr _-- ROOM FINISH AREA BREAKDOWN SCHEDULE ROOM ROOM STORE NO. SCALE 2 CASH OFFICE CEILING CEILING 3 CHECKOUT AREA NO. NAME FLOOR BASE WALLS SEE SHEET A-4.0 HEIGHTJ REMARKS B RECEIVING OFFICE 7 CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK U > 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. < 21 ~ Z Z 23 FLOOR FINISH: COLING HEIGHT: SPECIAL NOTES: a o Tn 3 N z p I Z •- I z O� z W a a F '%. I< I I ci p N W F ►� v NO Cn W W m I W F p W< F!- v J 3 J 3 = .- I N 1 ~ Z � F ©� N< a a W U W W (9 U p O J U W Z Z N Z Z m U< ZaCr O W< a Z< a a m< ao:Z W 33z < m Eo: a F EA F Ln }QQ a U U U S U O C W U O Z W Z W Z W U J a< J< U X W X W X W Q J J } 0 101 VESTIBULE • • • • • • 9'-4" BASE O GYP BD ONLY 102 CHECKOUTS • • • --- 103 CUSTOMER SERVICE • • • • 104 STORAGE ROOM • • • • • --- 105 COPY AND PRINT CENTER • • • • • --- 8'-0' CPT -1 WAINSCOT 106 NOT USED 107 OFFICE SUPPLIES • • • • __ 108 OFFICE TECHNOLOGY • • • __ 109 OFFICE FURNITURE • • • • ___ 110 CASH OFFICE • • • • • 8'-0" CHAIR RAIL 111 MEN • • • • • • 8'-0" BLANKETS CEILINGN. ABOVE 112 WOMEN • • • • 0130-00 8 -0 PROVIDE 3" SOUND ATTEN. BLANKETS ABOVE CEILING 113 CORRIDOR • • • • • 8*_O- 114 MANAGER'S OFFICE • • • • 101 8'-0" CHAIR RAIL 115 RECEIVING OFFICE • • • • • 8'-0" CHAIR RAIL 116 EMPLOYEE LOUNGE • • • • • 8'-0" CHAIR RAIL 117 JANITOR CLOSET • • • • • • 9'-0" 48" CT -1 WAINSCOT 118 BULK SALES AREA • • • • • • ___ 3 4 PLYWD WAINSCOT ALL GYP BD WALLS 119 ELECTRICAL ROOM • 119 • • • • • --- 120 RECEIVING AREA • • • • --- SPRINKLER AREA • • • • --- 3 WALLS CHAIN LINK FENCE MATERIALS AND FINISH SPECIFICATIONS CPT -1 Pt LADELPHIA CARPETS BY SHAW VOLLNTEEF . COLOR #35550 CHINCHILLA - 26 07- VC-1 Z.V C-1 VErRTICA. ACOUSTICAL WALL COVERING COLOR fC106 CHARCOAL. CLASS A RATING FOR WALLS. USE ONLY WHEN REQUIRED BY CODE. CTF-1 DAL -TILE PAVER 11921 -ABR COLOR GREY GRAMTE SIZE 8" x 8" R-1 KIEGA USA SUPER FLOR-S - HIGH PERFORMANCE SERIES CARPET TILES COLOR 1908 VCT -1 ARMSTRONG - #51899 COOL WHITE 1/8'x12'x12' VCT -2 ARvSTRONG - SLIP RETARDANT TILE STEP MASTER EXCELLON - #50703 GRANITE, 1/8' x 12' x 12' TILE SHALL BE SET WITH 5320 EPDXY ADHESIVE (FOR INTERIOR RAv�S) NOTE: WHERE UNDERLAYMENT IS REQUIRED PRIOR TO 11LE INSTALLATION, CONTRACTOR TO PROVIDE "ARDEX K-15 SELF -LEVELING UNDERLAYMENT CONCRETE" AS MANUFACTURED BY ARDEX INC. 630 STOOPS FERRY ROAD CORAOPOLIS, PA 15108 TEL # 412 264-4240 NOTE: GENERAL CONTRACTOR TO STRIP,SEAL AND INSTALL TWO (2) COATS OF JOHNSON WAX ON THE VCT FLOOR PRIOR TO TURNOVER TO OFFICE DEPOT. TRANSITION STRIPS: T-1 COLOR TO BE GRAY T-2 COLOR TO BE GRAY T-3 COLOR TO BE GRAY T-4 COLOR TO BE GRAY BASES: CTB -1 CERAMIC TILE BASE - DAL -TILE #S3419 - SANITARY COVE BASE 4" x 6" COLOR # 114 RB -1 FLEXCO RUBBER COVE BASE, COLOR No. 14 MEDIUM GRAY TREADS: RT -1 NORA RUBBER FLOORING - COLOR TO BE #0170 LIGHT GREY WITH ROUND BUTTONS TREADS No. 825-465-0884 - DUSK GREY (4'-0" LONG TREAD) TILE 19.68" x 19.68" No. 825-1902-0884 WALLS: CT -1 DAL. -TILE CERAMIC WALL TILE COLOR X-114 DESERT GRAY SIZE 4-1/4" x 4-1/4" TILE INSTALLER TO INCLUDE & INSTALL ALL NECESSARY ACCESSORY PIECES TO ALLOW FOR A COMPLETE AND FINISHED JOB (I.E.: BULLNOSE, TOP CAPS OR TILES, INSIDE & OUTSIDE CORNERS, COVE BASES, ETC. GROUT FLOOR - LATIC RETE THIN -SET, SANDED, WITH 333 SUPER FLEX ADDITIVE AND LATAPDXY SP -100 STAINLESS EPDXY GROUT COLOR 178 STERLING SILVER WALLS - LATICRETE THIN -SET, UNSANDED, WITH 333 SUPER FLEX ADDITIVE AND LATAPDXY SP -100 STAINLESS EPDXY GROUT COLOR # 44 WHITE CEILING: ACT -1 ARVSTRONG CORTEGA SQUARE CUT LAY -IN CEILING #769 WHITE 24" x 48" x 5/8" WITH 15/16• WHITE T -BAR GRID ACT -2 ARMSTRONG CORTEGA SQUARE CUT LAY -IN CEILING #761 WITH WHITE PLASTIC COATING 24' x 48' x 5/8" WITH 15/16" WHITE T -BAR GRID NOTE: CLG. h1S7ALLER RESPONSIBLE FOR PROVIDING ADEQUATE WIRE SUPPORTS FOR CHANNELS AT EACH CORNER OF LIGHT FIXTURE (2'x4' UGHTS ONLY) PA. 1T: ALL PA. -ITS TO HAVE A FLAME SPREAD RATING NOT TO EXCEED 75 P-2 %'9;,'W4 WLLIAMS - PURE WHITE (SW1004) P-3 91ER W N WLLIAMS - SILVER PLATE (SW1001) P-4 SHERWN WLUAMS - STEELY GREY (SW2120) P-5 SHERW4 WLLIAMS - POLAR WHITE (SW2423) P-6 SHE.RWN WLLIAMS - COLLANADE GREY (SW2136) `AS`TC LA.IAV ATE: PL -1 FORVCA - 927 FOUL STONE, MATTE FINISH PL -2 FORVCA - 918 NEUTRAL WHITE, MATTE FINISH CHAR PA PROT"O< CHAIR RA.'L M ALL OFFICES AND LOUNGE. CNA'R PAIL TO BE PER DETAIL 25/A-1.2 PAINTING SPECIFICATIONS ALL SLP ACE CONTAMINATION SUCH AS OIL, GREASE, LOOSE PAINT, MILL SCALE DIRT, FOREIGN MATT -r2. PJST. MOLD W LDEW, MORTAR, EFFLORESCENCE, AND SEALERS MUST BE REMOVED TO ASJ*E SOUND BONDING TO THE TIGHTLY ADHERING OLD PAINT. IN ADDITION GLOSSY SURFACES OF OLD PAft?T FLIMS MUST BE CLEAN AND DULL BEFORE REPAINTING. P(TE?bR SPEEC:FICATIONS: 1. WALLS A. DRYWALL - 1. 1ST COAT: PROMAR 400 LATEX WALL PRIMER WHITE (B28W400) 2 ZND & 3RD COATS: PROMAR 400 LATEX SEMI -GLOSS ENAMEL WHITE B. BLOCK WALLS - 1. 1ST COAT: PROMAR INTERIOR/EXTERIOR BLOCK FILLER (B25W25) (SPOT PRIME) 2 2N'J & 3RD COATS: PROMAR 400 LATEX SEMI -GLOSS ENAMEL 2 —PCJ A. WI DOO - 1. 1ST COAT: PROMAR 200 ENAMEL UNDERCOATERB49W200) 2 2ND & 3RD COATS: INDUSTRIAL ENAMEL HS (8542 SERIES SILVER PLATE B. METAL - (DOOR & FRAMES) 1. IST COAT. H;-SILIDS ALKYD METAL PRIMER (850NZ2) 2 Z40 & 3RD COATS: INDUSTRIAL ENAMEL HS (854Z SERIES) SILVER PLATE 3. COLL>RM - 1. IST COAT: HI -SOLIDS ALKYD METAL PRIMER (65ONZ2) 2 2ND & 3RD COATS: INDUSTRIAL ENAMEL HS (854Z SERIES) (WHITE) 4. ROOF DECK & 8 A JOIST AREA - 1. 1ST COAT: DIM ACRYLIC PRIMER\FINISH (86601) (MITE) 2 ZN3 COAT. WATERBORNE ACRYLIC DRYFALL (B42 SERIES)) (WHITE TO GUARANTEE FULL COVERAGE) RS' -OR TO EXii✓R'OR ELEVATIONS SHEET A-4.0 FOR EXTERIOR PAINTING SPECIFICATIONS FINISH GENERAL NOTES 1. PAINTING CONTRACTOR TO PAINT THE INTERIOR COLUMNS SILVER PLATE (PAINT P-3) FROM THE FLOOR TO 48" A.F.F. 2. PAINTER TO PROVIDE A MINIMUM OF TWO COATS OF SHERWIN WILLIAMS PAINT OVER A PRIMER COAT ON ALL DRYWALL, PLASTER, CONCRETE BLOCK WALLS, AND STUCCO FINISH WALLS. 3. ALL CARPET AND VINYL COMPOSITE TILE ARE TO BE INCLUDED IN THE CONTRACTOR'S BASE BID. 4. ALL TOILET PARTITIONS TO BE ONE (1) INCH GLOBAL STEEL PRODUCTS CORP POWDER COATED STEEL, #2125 GREY, OR EQUAL 5. UNDERSIDE OF ROOF DECK AND ALL MECHANICAL, ELECTRICAL, AND MISC DEVICES AND EQUIPMENT OVERHEAD TO BE PAINTED P-2 6. ALL INTERIOR SURFACES OF DOOR FRAMES TO BE PAINTED P-3. 7. ALL INTERIOR SURFACES OF DOORS TO BE PAINTED WITH P-3 8. CHAIR RAIL SHALL BE PLACED AT ALL WALLS IN OFFICES AND LOUNGE. DO NOT INSTALL CHAIR RAIL WHERE MILLWORK IS INSTALLED, SEE CONSTRUCTION PLAN FOR LOCATION OF MILLWORK IN OFFICES AND LOUNGE. PAINT P-2 9. PROVIDE WATER RESISTANT GYP BD 0 ALL WALLS IN RESTROOMS, JANITOR'S CLOSET & SINK AREA IN EMPLOYEE LOUNGE. TILE CARPET 2 _ TRANSITION TYPE 1 A-6.0 SCALE: FULL (T-1) EPDXY STRIP FEATHER EVENLY SEALED CONCRETE FLOOR TO BE FLUSH WITH CONCRETE VINYL COMPOSITE TILE (SEE SPECIFICATIONS) ry VICT 6" 1CONC.� 3 TRANSITION TYPE 2 A-6.0 SCALE: FULL (1.-2) 4. VCT 0 _ CONC. jjARBLE THRESHOLQ I C.T. 4 TRANSITION TYPE 3 A-6.0 SCALE: FULL (T-3) FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SO. FT. 1 BUILDING STORE NO. SCALE 2 CASH OFFICE 2/19/99 980245 3 CHECKOUT AREA BJB LINEALS 4 COPY CENTER CHECK BY 5 ELECTRICAL ROOM 24,654 B RECEIVING OFFICE 7 CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: COLING HEIGHT: SPECIAL NOTES: NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON— FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. L 00 Old Germantown Roadlray Beach, FL 33445 7/278-4800 OFFICE DEPOT7/265-4404 CL MOM M* 7/265-4178 wxavmw Imo THE OFFICE PLACE DESCRIPTION ROOM FINISH SCHEDULE LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 2/19/99 980245 AS NOTED BJB LINEALS SQUARE FT CHECK BY 24,654 11 f8w 1 /4" i 0 33 I I I 51 ell 51 co I I I I I I 4 I I I I I I I I I I I I I I _ w... r ,µ. .. ^nay.. 7 . . a MA, � n .31�'H!WErw rYn.twNL �.. - :.. r. ..� .. _i:' . ,.G."'. �'' 'h rdw. YM. �•:+nM' ...: -. � — • _ 1. .. .. . A .. -•.. .. ... ------------- k A41 �rw^a' e t .. w,a b.x [ke:"F F a, « ....,.. .. , .;.N yL.......� .., .•+..,..+res- wawa�wa.,+..:x.�, ,...,. ,OF"N 00'N I I K i -r I ACILITY ANALYSIS/SQ FOOTAGE REAKDOWN X SQ. FT. G r STORE NO. WALL SECTION KEY NOTES FFICE 2/19/99 980245 3 CHECKOUT AREA BJB LINEALS 4 COPY CENTER RAMP WITH .MAXIMUM 1:12 SLOPE. .PROVIDE DIAMOND CHECK BY 5 ELECTRICAL ROOM 24,654 , 6 RECEIVING OFFICE 7 CORRIDORS 0 MASONRY COLUMN CMU #2 �,V-0" x 2'-8). INSTALL HORIZONTAL REINFORCING 8 JANITOR'S CLOSET 9 LADIES RESTROOM OTHER COURSE 0 16 O.C. 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM E.I.F.S. #1 SILL. PAINT EXP #3. SEE DETAIL 3/A-7.1: 13 BULK SALES AREA 14 SALES AREA O STRUCTURAL STEEL CANOPY COLUMN. (SEE STRUCTURAL DRAWINGS). 15 STORAGE INKU=R ROOM 7 BREAK BULK 1119 Og STRUCTURAL STEEL CANOPY FRAME. (SEE STRUCTURAL DRAWINGS). 8 DOCK TRUCKWELL O E.I.F.S. #1 SIGN BAND. 20 SLAB THICK./P.S.I. 21 22 METAL STUDS (PARAPET FRAMING) (SEE STRUCTURAL DRAWINGS). 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: MZl - IO REVIS NS DATE BY SYMBOL DESCRIPTION LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. WALL SECTION KEY NOTES .-3/4--.EXTERIOR GRADE PLYWOOD. 2/19/99 980245 1/2=1 0-090 BJB LINEALS SQUARE FT RAMP WITH .MAXIMUM 1:12 SLOPE. .PROVIDE DIAMOND CHECK BY 24,654 , MESH STAMPED CONCRETE OR APPROVED DETECTABLE WARNING SURFACE PER A.D.A. REQUIREMENTS. EA—)71EVERY 0 MASONRY COLUMN CMU #2 �,V-0" x 2'-8). INSTALL HORIZONTAL REINFORCING OTHER COURSE 0 16 O.C. O MASONRY ACCENT STRIPE CMU #2. E.I.F.S. #1 SILL. PAINT EXP #3. SEE DETAIL 3/A-7.1: O STRUCTURAL STEEL CANOPY COLUMN. (SEE STRUCTURAL DRAWINGS). 0 E.I.F.S. #1 COLUMN (3'-4" x 2'-0"). Og STRUCTURAL STEEL CANOPY FRAME. (SEE STRUCTURAL DRAWINGS). O E.I.F.S. #1 SIGN BAND. 10 SIGNAGE FURNISHED AND INSTALLED BY OFFICE DEPOT. ELECTRICAL CONTRACTOR TO PROVIDE FINALL ELECTRICAL CONNECTION TO SIGNS. METAL STUDS (PARAPET FRAMING) (SEE STRUCTURAL DRAWINGS). Q 2"x WOOD BLOCKING. MZl Q METAL COPING (PAINT EXP#4). 4 1" THICK E.I.F.S. #1 (PAINT EXP #4) OVER 3/4" PLYWOOD ON 6" METAL STUDS. 8>SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 0 EXISTING CONCRETE SIDEWALK TO REMAIN. <8>1/2- EXPANSION MATERIAL Q PROVIDE REVEAL IN E.I.F.S. TO MATCH ADJACENT TILT PANELS. STANLEY CLEAR ANODIZED ALUMINUM AUTO—CLIDING DOOR SYSTEM. SEE DOOR SCHEDULE SHEET A -5A FOR ADDITIONAL INFORMATION. 19 AUTO SLIDING DOOR MOTION SENSOR. TRANSOMWINDOW(PART OF SLIDING DOOR PACKAGE) TYPICAL AT BOTH ® S t=vr-N Z EARCHIITECTURPSTEN-C IN IG'�r+ 1 AR ✓PLANNING O QPREFINISHED WHITE PERFORATED METAL SOFFIT PANELS ON 7/8" METAL FURRING CHANNELS 0 24" O.C. 1 AND 700 N. E 74th STREET BOCA RATON FLORIDA 33487 PHONE(561) 999-9290 FAX (S61) 999-0119 ® CANOPY FRAMING. SEE STRUCTURAL DRAWINGS. BUILT-UP ROOF ON RIGID INSULATION ON ROOF DECK. SLOPE 1/4" PER FOOT (DRAIN TO MAIN BUILDING ROOF). NOTICE ROOF DRAIN DOWN THROUGH FRONT COLUMN. CONNECT TO STORM SEWER. ALL. ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON - OVER FLOW ROOF DRAIN. TIE TO ADJACENT ROOF DRAIN. FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ® WATER PROOF J -BOX FOR FRONT CANOPY SIGNAGE. FEED POWER IN CONDUIT THROUGH PARAPET WALL TO EACH LETTER IN SIGN. ALL COMMON LAW RIGHT'S OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. ® EXISTING TILT -PANEL BUILDING WALL TO REMAIN. 5/8" GYPSUM WALL BOARD ON 1-1/2" METAL FURING CHANNELS 0 16" O.C. EXTEND CHANNELS AND WALL BOARD TO UNDERSIDE OF ROOF DECK. COORDINATE WITH CONSTRUCTION PLAN A-1.0. ® ROOF FRAMING. SEE STRUCTURAL DRAWINGS FOR INFORMATION. ® 4'-0" x 4'-0" ALUMINUM COMPOSITE PANEL SYSTEM. > VINYL LAP SIDING OVER 15# FELT ON 3/4" EXTERIOR PLYWOOD. E.I.F.S. #1 3'-8" x 3'-8" PANELS (PAINT EXP #3.) E.I.F.S. #1 REVEALS (PAINT EXP #2.) ® BUILT—UP ROOF ON RIGID INSULATION ON ROOF DECK. ® 3 5/8" METAL STUDS 0 16" O.C. O SURFACE MOUNTED LIGHT FIXTURE AND HEATER. SEE MECHANICAL AND ELECTRICAL DRAWINGS. ® 5/8" GYPSUM WALLBOARD ON 6" METAL STUDS 0 16" O.C. GYPSUM WALLBOARD (PAINTED.) 0 EXISTING CONCRETE FLOOR SLAB TO REMAIN. RUBBER BASE. SEE FINISH SCHEDULE. EXISTING CONCRETE FOOTING/FOUNDATION TO REMAIN. ® 15# FELT - LAP OVER COUNTER FLASHING. 51 METAL COPING W/ CONTINUOUS CLEAT EACH SIDE. ® 2"x CANT STRIP ® WRAP E.I.F.S. FABRIC UP AND BEHIND. BASE FLASHING. WALL SECTION NOTES 1. ALL WOOD BLOCKING, PLYWOOD, ETC. USED IN CANOPY CONSTRUCTION SHALL BE PRESSURE TREATED, NON-COMBUSTABLE LUMBER. 2. ALL MASONRY JOINTS SHALL BE TOOLED. 3. SEE SHEET A-4.0 FOR EXTERIOR FINISH LEGEND. PLANS t� ��9c E CITE' OF St�fr0 PLOT SCALE: 1/2" -l' -O' OF DESCRIPTION FRONT CANOPY SECTIONS LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 2/19/99 980245 1/2=1 0-090 BJB LINEALS SQUARE FT CHECK BY 24,654 , 1 COLUMN BASE DETAIL A-7.1 SCALE:1 1/2"=1 1-0" SCALE:1 1/2"=V-0" COLUMN FRAMING DETAIL SCALE:1 1/2"=V-0" 2a COLUMN FRAMING DETAIL A-7.1 SCALE:1 1/2"=V-0" 8 A-4.1 31 ROOF DRAIN 8c METAL K`4OVERFLOW DETAIL 5 FLASHING DETAILKO'64�COPING DETAIL �7_1SCALE:1 1 /2"=1'-0"A-7.1 SCALE:1 1/2"=V-0" A�7.1CALE:1 1/2"=V-0" CANOPY COLUMN SECTION SCALE -1 1/2"=V-0" CANOPY COLUMN SECTION SCALE.1 112'=l'—O" 7 NOT USED a NOT USED A-7.1 SCALE: ��7_1SCALE: s NOT USED A-7.1 SCALE: 1 ■ I CANOPY SECTION KEY NOTES Oj MASONRY COLUMN CMU #2 (4'-0" x 2'-8). PROVIDE HORIZONTAL REINFORCING EVERY OTHER COURSE - 0 16" O.C. (SEE STRUCTURAL DRAWINGS.) O BOTTOM OF METAL STUD TRACK ABOVE O REINFORCED CONCRETE FILLED PIER. (SEE STRUCTURAL DRAWINGS.) O STRUCTURAL STEEL CANOPY TUBE COLUMN. (SEE STRUCTURAL DRAWINGS.) O ROOF DRAIN DOWN THROUGH FRONT COLUMN TO STORM SEWER. E.I.F.S. #1 SILL (PAINT EXP #3.) ODOUBLE 4" METAL STUD COLUMN AT EACH CORNER. (SEE STRUCTURAL DRAWINGS.) 0 4" METAL STUD (CANOPY FRAMING.) (SEE STRUCTURAL DRAWINGS.) O FACE OF E.I.F.S. #1 COLUMN (3'-4" x 2'-0"). 0 3/4" PLYWOOD. 0 4" METAL STUD BOTTOM TRACK. (SEE STRUCTURAL DRAWINGS.) © BACKER ROD AND SEALANT. Q MASONRY ACCENT STRIPE CMU #2. O PROVIDE PIPE EXTENSIONS AT OVERFLOW LOCATIONS. Q ROOF DRAIN STRAINER. KEEP CLEAR OF LOOSE GRAVEL. 18 FLG CLAMP AND GRAVEL STOP. © WATER CUT-OFF MASTIC. 0 SUMP PAN - WELD TO METAL DECK. �p WOOD BLOCKING. ® DECK CLAMP. ® INSULATE RAIN LEADERS AND ROOF DRAIN BODIES. ® 15# FELT - LAP OVER COUNTER FLASHING. ® VINYL LAP SIDING. ® VINYL CLEAT. ® METAL COUNTER FLASHING. ® BASE FLASHING. ® BUILT UP ROOF. ® 2"x CANT STRIP. 4'-0" x 4'-0" ALUMINUM COMPOSITE PANEL SYSTEM. ® 6" METAL STUD (CANOPY FRAMING.) (SEE STRUCTURAL DRAWINGS.) ® METAL COPING WITH CONTINUOUS CLEAT EACH SIDE. ® 2"x WOOD BLOCKING. ®2" x 10" WOOD PLATE - ANCHOR TO CMU WITH 3/8" ANCHOR BOLTS 0 32" O.C. MAX. (SEE STRUCTURAL DRAWINGS.) E.I.F.S. #1 -- 3'-8" x 3'-8" PANELS (PAINT EXP #3.) ® E.I.F.S. #1 - REVEAL (PAINT EXP #2.) ® 1"x WOOD BLOCKING ® METAL STUD CROSS BRACING. ® TOP OF METAL COPING. ® WRAP E.I.F.S. FABRIC UP AND BEHIND. ® EXISTING CONCRETE TILT PANEL WALL TO REMAIN. CANOPY SECTION NOTES 1. ALL WOOD BLOCKING, PLYWOOD, ETC. USED IN CANOPY CONSTRUCTION SHALL BE PRESSURE TREATED, NON- COMBUSTABLE LUMBER. 2. ALL MASONRY JOINTS SHALL BE TOOLED. 3. SEE SHEET A-4.0 FOR EXTERIOR FINISH LEGEND. ACILITY ANALYSIS/SQ FOOTAGE REAKDOWN X SO. FT. G STORE NO. SCALE FFICE LCOPY r2/19/99 980245 UT AREA BJB S ENTER CHECK BY ICAL ROOM 24,654 6 RECEIVING OFFICE 7CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON— FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL. COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. AD.N.E20 .c. 2200 Old Germantown Road Delray Beach, FL 33445 OFFICE DEPOT 561/278-4800 THE OFFICE PLACE 561/265-4178 (FAX) DESCRIPTION CANOPY SECTION DETAILS LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 STORE NO. SCALE DRAWN BY r2/19/99 980245 3/32"=1'—O' BJB S SQUARE FT CHECK BY 24,654 DWG. NO. PLANS U-IM`@"� CITY OF SANFO o PLOT SCALE: 1- /2"=1'-0" 1 I I S-1.1 , 10 40'-0" 01_5" I S-1 5z 8'-3" RJ. P.J. P.J. P.J. P.J. _ S_ x x1 / R D/ i i, 1 1 J i i i ii. L .I . . I. 1 I j� TS 4x4x1 /4 I I I i i i ! 1 TOP CF MOIST ELEV. I i i I 1 i i 1 I ' I W12x16 tl I I I' i '1 • I I I I i ( +W-8"! TYP 10 BR� I I I I I I I I I --- - / i I i r t i i ii i i i r t I R C,4/ 1 •1 • 1 i • i i WALL 0 GRID ID 1 i i 11-" +"I• _ _ I. . L 1 .I I 1 I I I I I I I I I 1 I I. .. L` J .I . I, J , �•� I I I I I I 1 I I I I I I I I I I I I I I I . i' i 'i . .i •• i. . i I i I 1 i I I 1 i i i i I 1 I 1 I. 'I .. i. i' i .� C.3/ 1 •i 1• r i •i i i i i i i i i 1 i i i i I i• r ii OD to •i i' L J .1 I ! I I I I I 1 I I I I. .. L 1 .I I . I I I I I I I i I I I I I I i 1 I I I I I I 1 00 / N i i •i •• i• ' i• r i •i i I i 1 i i i i i i i i i I I i i• � i •i •• 1• � TS 8)6x5 16 i i i• I •I •I •• i• I i i i i i i i i i i i i i i 1 •I •• i• 1• 1 r - i L J.. .i I I I I I I I I I I I I I 1 (A I I I I I R I I I 1 I ,J. RO *0_ / 1 •'1' I 'I •I I• I i I i i I t SSI i(D i 'I'�—J. —I' J. _ -� - 1C.2 r t•• .I i I I I I I "7 I I I I I I I' f 1 'I 'I' 1 C4,4 9 / I I. 1 •I •I I• I I I 1 I I 1 01 I I I I I 12 I •I••• x N C4 R i I i I I 1 I. L J . I . 1. J t0 S•-1 N001 I I I 1 I IW I I I I t 1 ""'F— �• C�'I ' I I' I I I 1 I I I I I I I I I d I ' I I I• 1 R R t • •I ' •�, ®I t0 f0 1 I I• i i i I i I i 1 i i i iN i •I I r i (AX_I I 1 J... i I I I I I I I I W I I I I I I I I. L 1.... I Z I I I I 1 I I I I I I I 1 I I I 1• •• I f r REVERSE " I i i i I i 1 i i i i i I i i i ' i ... Q li r t i i i TS 7x7)3/8 O I S-12. 40'L2r i 1 I T -p" 1 2 '_0" 1 i 5'.-p" I 1 i 1 30,- .7.7 0'.0" I m /� i'Y-1 - T -i ' =+•' - --- - C.1/ i iId' s .E.X1,LUMN i i I 1 TS 7)7x3/8 W/ 161x16"xll" BASE I i TS 70)6/16 r • 1 I I 1 •I• + .; i• 1 i i i /J1 0�1 4 E���(((IST 1''s� A-POLTSi ; 1 11 I. I I. I• } •- , iA I,•. ( I i i 1 i 1 I I I i i i i /J 1 VERIFY • iW1$x76 1 i 1 i i W1 647 i i i 1 i i Wl8z4$ i i d +Fl •-dl• 1. 2 i i +18 -lit 1 21 i i I i + 8 -=11 j 1 2• i• i. / i i., i !• i• ,i 1 I i i 1 1 I 1 1 I. .. L S-1.1 i I i i i i i 1 I 1 I i I I 1 1 1 'T$ 'Si5x3/$ . P._—_ -- I i •i i. i' r i . . •i i I i i I I i i i I I I I i I• r i •I . 1. /B.3/ ! • NEW 2 GA. -1 2"DEP i i NEW 22 GA. 1 -ti 2" DEEP i i i W 2 -Gk -1-11-2• DEEP ' TYP ' B R • OF 'D CK' E 8 ROOF,DEC E B ROOF' DECK' i i i i i i i i i i i 1 i i WELD 0 SUPPORT'W1-(5 ' I 1 I I WEL6 0 SUPPORT W1 i(5) i i i wo 6 O'SU.PPORf W/ (7) i 5 "0'PUDDLE WELDS' PER 6"' i i 8"sb'PUDD4IE WE�'DS P R 36"' ' iS'6"S6 PUb LE 'V� L�bS PER i 1 CO i NEETi (36/x, Gbv RACE I i /SHET (36/5 COVERA E) I I 1 i I. . i 36 ;SHEET , i . c0 04 no 00 co i i i 1 i 1 i i 1 1 1 I i 1 I (36OCOA�E, ! I tx I I I f� M 0 11 I i I r i. . i I I 1 i 1 V, 1 i i R i ri i I .; •i •• I• i i i I i i i i o i •i •Z. -000046i p ii i i i 1 i p I 1IR Ro�RW'''S-1O1,ri...ii 1 i i i ! Nro! 1 s . r 0 I .I •P,- N /p 'L{ 4 J .I i I I I I I I ' I I I I I I, l —I !'•r. / wo i i i iSTRUT 1 i Q 1 r r i . . I i i 1 i I 1w i i i i r r t 3 3 i •1 •I I• I 1 I I I 1 I I 1 1 I I I I I I •I � � L . . J . . .I 1 1 i ! I I ! i 1 L J S -1•I .I S-1 .I I •i'�- I o I I ;• i •; •I I• I I I 1 i I I I 1 I I I I I 1 I •I I• I• f 1 .J. - 1 L J .1 -^� � O E•X,ISTiNGI•COL•UMN i i i 1 T� 7x7x3/8 i i i i Ti 7x7x5/16 r i t d —¢ R I I J/!!,,.',••'1'•••'•I'.','•I•'•'•I•' '•'I I I I I I I I I I 1 I I I I I'•'•'•I•'•'•I•'•'••••'I , a to W1 6x57 i i i 1 i W1*8z4$ " I' to 4140 2 i i i i i r l8/ 8. .. . I NI Z II� I 1' I I I I I I I I I 1 I 1 I I I x R I I'•'rtQ /A1 I I dY Q, ,I ,1i, I, J,, .1 I I 1 1 I I i I I I I I 1 I I I, l-!-�"�'i - - I N / I I f0 I' S`-I'Z ' I" I' " I I I 1 i I I I I I I I I • I" I• I' ,II I I (q �' 'I I I' I' t 'I I I I I I I I I I I I I I I' • • r I I I• I •1 I• I I 1 I I I I I I I I I I I I I I I I• 11 , I I � ,I , I. I. I. J .I I 1 I I I I I I� I I I I I I I• L I . I. >< tp I I `•' I I I i_ I I I I I I I I 1 I I O V I f I I ( I I I �, I I I I' " I" 'I •I I• I I I I I I 1 1 I i I I I I I I I - I N 1^ I. t .I I 1 i i= O I I 1 i Z i. .. r •S_,1i .J. M i -+-----hA,q\.I .I . . ,. i i 1 1 I i tV: i I 1 I c] 1 I! i, 1. „ J I i i 1 i i tV a� i I i s i. � J O A = o /A i i I 1 I i 1 i i i I i i i 1 • LA® i i 1 i p 1 1' 1 i '1 2X'1.6- --- 1 r i . . .i 1 i 1 1 i I• ., r ,i --- I I P I •I •I i• I I I 1 I I I I I W I I 1 I 1 I I I •I I I• •••• �.. Q /� L J .i I i i i 1 i i i i i i i i. L J .i I. J 5._8" ., z A.1/»1 417 Q, i i •I • I. 1• r i •I 1 i i i I I 1 i i i i I 1 i r r i •i • I• O.. I I I• V •I • I I• i I I I I I I 1 I I I I I I I I• I I I• 1 Q 8)4x1/4 TYP. AT EACH END Ro 10 i i •i •i• 1' f i 'i i i i i i i i i i i i i i i I' f 1 •I 'I' I I I• 1 •I • I I• I I I I I I I I I 1 I I I• I I• I• V I � ALL TRUSS BEIARING POCK�TS FASTEN [BECK Q SIDE . . S-1 I I M 11 I I I I I 1• L J .I , I � i i I 1 THIS WALL TO, BE Ri-USED SEA S W/ 1(3) # 2 S.DiS. 1 TYPICAL I I 'I I I• r t 'I 1 I I 1 I I - I 1 1 I I' r 1 •I 1 I I I• f •I •I I• I I I I I I I I I I I I I I I I •I I I• 1 L J .I I 1 i I I I I I I I 1 I I I 1 I. L 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 --� P.J. P.J. I P.J. P.J. - — - — - — - — - -- - — / A 1 I 1 I ( I ( ri`NPARTIAL ROOF FRAMING PLAN SCALE: 1 /4"=1'-0" + 27'-2" 5 CONNECTION S-1 SCALE: 3/4"=1'-0" 2"x 8" P.T. WOOD PLATE FASTEN TO TS WITH TEKS S.D. SCREWS--� SEE DETAIL 11/S-1 FOR BRIDGING DETAIL. (TYPICAL) 8" CEE STUD x 18 GA. 0 24" O.C. - FASTEN TO TRACK WITH 2-#8 S.D.S. SCREWS EACH FLANGE SEAT STUDS TIGHT AGAINST TRACKS EACH END 6" CEE STUD x 18 r6__-�gONNECTION �_I SCALE: 3/4"=1'-0" LOOSE PLATE 1/4"x 3"x 10" FIELD WELD TO TUBES AFTER STEEL STUDS ARE IN PLACE + 279-291 !—^ff 8" T.D. TRACK x 18 GA. FASTEN TO TS WITH # 8 S.D.S. 0 12" O.C. PROVIDE 1/8- 'CAP' PLATES TO ENDS OF TS 8x 3 GURTS TS 8 x COLUMN LOOS' L'� 2 112"x 2 1 /2"x 5/16 x 3" FIELD WELD TO TUBES AFTER STEEL STUDS ARE IN PLACE PROVIDE 1/8" 'CAP' PLATES TO ENDS OF TS 8x3 GURTS TS 8 x 3 WIND GIRT + 20'=3" 2� 2 1/2"x 2 1/2"x 5/16"x 6" GIRD SEAT - TYPICAL - SHOP WELD TO TS 8 x (0.2) 8TD18 TRACK. FASTEN 0 EACH FLANGE W/ #12 \rte S.D. SCREWS. CONNECT TO 8CEE W/ L2x 2x 18 GA & (3) #12 S.D.S. STUD INFILL WALL NOT 8TD20 SHOWN FOR CLARITY TRACK SEE DETAIL 4/S-1. , L3 x3 x 18 GA. x 3" W/ 1"GAP L�•3„x 3"x 1/4" WITH 1 8CN18 0 24++ O.C. FASTEN TO I (4) #12 S.D.S. EACH LEG 3/4 0 RAWL STUD # 7442 8TD18 W/ L2x 2x 18 GA & (3) L3 112"x 3 1/2"x 1f4"x CONCRETE"INT AFTERNG #12 S.D.S. FASTEN FLANGE I CONTINUOUS - WELD TO 8 CEES & TS 8x STUD INFILL WALL ARE IN DIRECTLY TO BTD W/ (2) #12 PLACE - WELD TO TS8 x S.D.S. ` 1 1/2" DECK ' 1 /8"x2-1 /2" FASTEN TO 8 CEE W/ --- PROM E (2) #12 S.D.S. ___�_____ 3/16"x 2 1/2" ' " 1 ' ' 0 SIDE SEAM LAPS 8CEE ®4 4'-0" O.C. --- ---- ----- EXISTING 7” CONCRETE 1 /8"x1-1 /2" L 2x 2x 18GA. x W8 OR W10 TILT -UP WALL CONT. (TYPICAL) 44"x 3"x 5/16"x 6" SHOP 4"CN18 024" O.C. TS 8x WELD 3" LEG TO TS 8 x „ FASTEN TO 8CEE W/ (6) 1 FIELD BOLT WITH 2 - 3/4"0 • --- #12 S.D.S. ©4'-0" O.C. 7" A325F .. W16 BEAM SEE DETAIL 12/S-1 FOR L 2x 2x 18GA. x I L 2x 2x 18GA. x BRIDGING DETAIL (TYPICAL) CONT. (TYPICAL) CONT. (TYPICAL) ^N18 0 24" O.C. FASTEN TO VERTS W/ (4) #12 S.D.S. 2 CON N ECTI ON 3 CONNECTION S-1 SCALE_- 3/4'=1'-0" 14 �_I SCALE: 3/4"=1'-0" 3/16" 3/16" TS (XE ANGLE 3 1/2"x 3 1/2"x 1 /4"x CONTINUOUS - WELD TO 8 CEES & TS 8 x 4--, 8 CEE ® 48" # 12 S.D.S. 4 CONNECTION S-1 SCL! F- 3/4"=1'-0" STIFFENED ANGLE 5"x 3"x 3/8"x 8" LONG EACH SIDE OF TS 8 x STIFFEN WITH 2 - 1/4- PLATES SHOP WELDED TO ANGLE PROVIDE HORIZONTAL SLOTTED HOLE IN ANGLES d- d - SECTION TS8x6OR TS 8x 4 BEYOND 6 CEE 18 STUD 0 24" O.C. FASTEN TO 8 CEE WITH 6 # 12 S.D.S. 0 48" O.C. 6 TD 18 TRACK - TACK WELD TO W10 0 12" O.C. ANGLE 4"x 3"x 5 /16"x 6" SHOP Y►£LD 3" LEG TO TS8x FIELD BOLT WITH 2 - 3/4"0 A325F w'10 OR W12 12" STEEL SHIMS x __I1. 3" THICKNESS AS REQUIRED 1 /2"x 3 1/2"x 12" - FULL PEN WELD ANGLES 5"x 3 1/2* TO PLATE, PROVIDE HORIZONTAL SLOTTED HOLE FOR FIELD ADJUSTMENT WELD DECK TO ANGLES WITH 5/8"0 PUDDLE WELDS 0 6" O.C. 2"010" -11 \----DOUBLE ANGLE 5"x 31/2"x 209010" i 5/16"x 14't FIELD DETTEERMINE CUT DECK IN FIELD AS DOUBLE ANGLES &TS8) STEEL COLUMNS BEYOND REQUIRED AT DOUBLE ANGLES DECK MUST FULLY REST ON EACH SIDE OF DRAG STRUT 8 DRAG STRUT DETAIL S-1 SCALE:1 "=1'-0" 30'-8" 5'-0' (N.T.S.) TO SPLICE —1 /2 DBL L 4 x 4 x;991 x 6" N SHOP WELD TO 2 x 30 " r r Is Irk W12 x 40 r W12 x 30 ELEVATION VARIES 6/2" GAP +19'-2" TO +18'-8" WELD STRUT TO SHELF ANGLE DBL. L 4 x 4 x 1/2" x 6" - FIELD BOLT TO CONN. L & W1 2x 40 w/(2) 314"0 - 7" CONCRETE TILT -UP A325F BOLTS. PROVIDE PANEL WALL HORIZONTAL SLOTS IN BEAM FOR FIELD ADJUSTMENT 3/4"0 ALL THREAD ROD FIELD DRILL THRU FLAB VIEW NOTE: CONNECTION 0 TS 8x 4 SIMILAR (x2 LOCATIONS) 7 gONNECTION 1\1L �i SCALE: 3"=l' -O' 26'-0 TO 1/4" PLATE STIFFENERS SEE DTL. 4/S-5 PAR PEN.} - TS 4 x 4 x 1/4" w/ CAP PLATE 1/2" x 3/40 "A82S BOx 10 LTS(4) PAR 9 CONNECTION S-1 SCALE: 3/4"=1'-0" -. (C.3) (A. 2) OPPOSITE \r/ I 1 r— 1 I 1' 1 -1/2'L -1i 8" 71-7 I 13/16" x 2 0 8" I I " + W12 x 16 /I--^ al) B • 1 , OPPOSITE \r' 1 26'-0" TO CENTLINE 0 COL. 1/2- WEB STIFFENER EACH SIDE ON COL. CENTERLINE. SHOP WELD TO WEBS & FLANGES I' a� i ,I TS 4" x 4" x 1 /4" 1 I w/ CAP PLATE 1/2" x 6'-1" x 10" w/(4 3/4"0 A325F BO T1 CN 0 16" - SEE DTL. 2/S-5 FOR CONN. TO ANGLE 2-1/2" x 2-1/2" L4x4x5/16"x 6 1-2" LONG w/(2) 3/4"0 A325F BOLTS EACH LEG TYP. 3/16" x 2" 0 8" -CONT L 2-1Q x 2-1/2 x 1/4 TOP & BOTT. tooi"o"' CONNECTION �_i SCALE: 3/4"=1'-0" PLANS RVI B"' :D CITY OF SAN RD FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SQ. FT. 1 BUILDING STORE NO. SCALE 2 CASH OFFICE 2/19/99 980245 3 CHECKOUT AREA BJB LINEALS 4 COPY CENTER CHECK BY 5 ELECTRICAL ROOM 24,654 6 RECEMNG OFFICE 7 CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: NOTICE 1 ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINA110N MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. a a .. �� 2200 Old Germantown Road Delis Beach, FL 33445 OFFICE DEPOT 561 /278-4800 THE OFFICE PLACE 561 /265-4178 (FAX) UESCKIF'1ION STRUCTURAL DETAILS LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 2/19/99 980245 AS NOTED BJB LINEALS SQUARE FT CHECK BY 24,654 DWG. NO. I PLOT SCALE: 3/4 =1 -0 EXISTING 7 - P/C C CONC. WALL PANEL EXISTING 4'-6"x 4'-6- x 12" FTG. (VERIFY) CO 3 LUMN CONN @ EXIST FND. NEW TRUSS BEARING DETAIL .. 2 COLUMN CONNECTION DETAIL S--1.1 SCALE:3 4"=1'— ' / STORE NO. SCALE.3/47-1'"T, . _ ..,., SCALE: 3 4"=V-0- .... / ' r .. is . . . .. n1.! x.:11 r ...+ .,.,.,, .. .0 ''. i.. .N.... .. :•, r.+. .w.w -' r' '-. ... CHECK BY 5 ELECTRICAL ROOM 24,654 INDUSTRIES. PROVIDE 1/2 6 RECEMNG OFFICE 7 CORRIDORS VERTICAL DEFLECTION TRAVEL 8 JANITOR'S CLOSET , 9 LADIES RESTROOM W/ 535# SAFE LOAD CAP (t) I I \ DBL L4x2x5/16"x9" W/ _(3) 3/4"o�•_ 1 - BRIDGING TO OCCUR C „ 0 12 MEN'S RESTROOM 1 2 , A325F BOLTS E. SIDE OF WF WEBS MAXIMUM SPACING 13 BULK SALES AREA L 3-1/2x 3-1/2x 5/16x CONT. SHOP WELD TO WF'S W 3/16" WELD 15 STORAGE _j91 +30-0 1/2" TO +28'-9 1/2" (TYPICAL) 16 SPRINKLER ROOM \ \ 17 BREAK BULK �r� WELD TO EACH JOIST. WELD DECK TOA 0 6" O.C. 18 DOCK 1 1 ( 0.1 ( WELD CUP TO SEE PLAN BEARING EXIST, WF � , ` TYPICAL „ „ (TYPICAL) 5 —0 OF 7-0 1/8 3/6 1 BEAM � (DECK NOTSHOWN FOR ,CLARITY) „ " 4 2 BAYS 16 GA. j I _ 1" I , EXISTING ROOF VARIES SOLID BRIDGING 8 CEE 18 STEEL I +18'-5 1/2 OR +18'-11 1/2" EACH END NEW TS 8x 6 COL W1 1/2" W18 W16 ( 1 I BASE R 8"x12" W/ (2) 7/8"o 1/8'7x2" ANC. BOLTS (TS 8x4 COL W/ 1/2" C4x 318 Itx 4"x 3 TOP & 1 L 2- 1 /2p x 2-1/2% 1 /4H x CONT BASE I . x 8" x 10" W/ (2) 3/4"o EXISTING 7" P/C CONC. r \ WELD TO W16 ANC. BOLTS WALL PANEL I 3/8"x 4"x 3/8 x 4 x 5 BOTTOM It WELDED STEEL DECK 1 1/, p 5 1/2" 1 W16x26 0'-0" _ +19'-6" FINISHED FLOOR TOP 'OF BEAM VARIES 1 FIELD MEASURE C4 LENGTH 0 EACH +19'-2” TO +18,—S" 7/8" CAP FL' x16"x 1-1/2" STEEL DECK WELD I `rj W18 FLANGE WIDTH I 3/8" STIFFENER IE 0 CONT. L4x4x5/16" SHOP TIE ! - • I +20'-8" ' SEE DETAIL 7/S-1.1 EXISTING BEARING POCKET BOLTS I WELDED TO W18 WEB & FLANGES FOR STUD BRIDGING INFO NEW FTG x 36" WIDE T&B CENTERED ON TS8x CL � 3/16"x2 08 TOP OF EXIST. WALL EA END r7"iiiiiiiiiiii�STUD INFILL L_�• W/ (3) #5 T&B DRILLED EXISTING BASE IE THICKNESS 1/8. 1 p Lox 4x 3/8x 8" W/ (2) 3/4"o & BOLT GAGE. SEE PLAN FTG. & (2) #5 x 2'-6" T&B 1'-0" (VERIFY) , ,D� 40'-0" TO ADJ. GRID CL JOIST OR STUD - FOUNDATION DETAIL @ NEW p ALL THREAD ANC. BOLTS 5-1/2- 1 , EL + 3'-4" 5 TS 8x WIND COLUMNS 6 CONNECTION DETAIL BRIDGING DETAIL - 7 S-1.1 SCALE: 3/4"=1'-0" S-1.1 SCALE: 3/4"=1'-0" INTO EXIST WALL PANEL & SET W/ EPDXY #5 0 24" O.C. IN GROUTED I I EXISTING 7" CONC. CELL — LAP 30" 0 DOWELS 1 , W ALL PANEL 16"x2-1 2" / / I +18'-8" TO +19'-2" 2-1 /2" SEAT TOP OF JOIST(VARIES)\_(VERIFY)---RE—USE EXIST 3/16 \ +18'-5 1 2" 22 DEEP ROOF,— q " ` +18 5 1 2 OR +18'-11 / " 1/2" / _ JOIST 0 48 PROVIDE 2 -1/2 -TOP OF BEAM p / 1 MIN. BRG. 0 C4 3/8% 6 x 1$ END Itf 5/8 0 ALL THREAD ANCHOR ; ASSEMBLY1 \Wl8-\, WELD TO E18 ' DRILLED 5-1/2- INTO EXIST / ,. 16 —1/2 - I PANEL &S ET W/ EPDXY i ' A. NEW TS 5x N 5 , x 3/8 CCL W / I — ------------- , EXISTING 7" P/C CONC. 7/8"x 12"x 8" W/ (4) 3/t"Q 1 EXISTING JOTS TI T BEARING ------n'---'— .. ,r--_- rr .1 1 2» / p WALL PANEL ALL THREAD ANCHOR BOLTS " „ POCKET x 6 WIDE �� \\ , ,r \ + 6 _ 1 1 DRILLED 8 INTO EXIST FTG. 1 (VERIFY) ) �� rr I Q EXIST. CO".,,. Ste•.. \\ r/ i , ,, — EXISTING ROOF JOIST rr FINISHED FLOOR ' LOCATION (TO BE RELOCATED) �� ------------- r=-=------=--- NEW TS»5x 5x 3/81,� I 1 EXISTING ROOF JOIST W/ 7/8 CAP FE x 6" » » x 8 W/ (2) 7/8 � I SHIM & GROUT LOCATION (TO BE RELOCATED) A325F BOLTS :.: r n C3x 5 STRUT. WELD TO TRUSS ' r n BOTTOM CHORD & BOTTOM OF I C C4 AFTER ALL ROOF , /A 7 CONSTRUCTION 1S IN PLACE - (I.E. DECK, INSUL, ETC.) EXISTING 7 - P/C C CONC. WALL PANEL EXISTING 4'-6"x 4'-6- x 12" FTG. (VERIFY) CO 3 LUMN CONN @ EXIST FND. BRIDGING MINIMUM 1 (4� r 1 +32'-0" NEW TRUSS BEARING DETAIL .. 2 COLUMN CONNECTION DETAIL S--1.1 SCALE:3 4"=1'— ' / STORE NO. SCALE.3/47-1'"T, . _ ..,., SCALE: 3 4"=V-0- .... / ' r .. is . . . .. n1.! x.:11 r ...+ .,.,.,, .. .0 ''. i.. .N.... .. :•, r.+. .w.w -' r' '-. ... CHECK BY 5 ELECTRICAL ROOM 24,654 INDUSTRIES. PROVIDE 1/2 6 RECEMNG OFFICE 7 CORRIDORS VERTICAL DEFLECTION TRAVEL 8 JANITOR'S CLOSET , 9 LADIES RESTROOM W/ 535# SAFE LOAD CAP (t) I I \ DBL L4x2x5/16"x9" W/ _(3) 3/4"o�•_ 1 - BRIDGING TO OCCUR C „ 0 12 MEN'S RESTROOM 1 2 , A325F BOLTS E. SIDE OF WF WEBS MAXIMUM SPACING 13 BULK SALES AREA VARIES SHOP WELD TO WF'S W 3/16" WELD 15 STORAGE _j91 +30-0 1/2" TO +28'-9 1/2" (TYPICAL) 16 SPRINKLER ROOM \ \ 17 BREAK BULK EXIST JOIST 0 4'-0" O.C. _ PORIVDE 2-1/2- 2 MIN 18 DOCK 1 1 ( 0.1 ( WELD CUP TO SEE PLAN BEARING EXIST, WF � , ` TYPICAL „ „ (TYPICAL) 5 —0 OF 7-0 1/8 3/6 1 BEAM r 22 „ " 4 2 BAYS 16 GA. j I _ 1" I , EXISTING ROOF VARIES SOLID BRIDGING 8 CEE 18 STEEL I +18'-5 1/2 OR +18'-11 1/2" EACH END NEW TS 8x 6 COL W1 1/2" W18 W16 ( 1 I BASE R 8"x12" W/ (2) 7/8"o 1/8'7x2" ANC. BOLTS (TS 8x4 COL W/ 1/2" 1 3/16 TYP. 1 L 2- 1 /2p x 2-1/2% 1 /4H x CONT BASE I . x 8" x 10" W/ (2) 3/4"o EXISTING 7" P/C CONC. I \ WELD TO W16 ANC. BOLTS WALL PANEL 1-1/2- SHIM & GROUT STEEL DECK 1 1/, p 5 1/2" 1 W16x26 0'-0" _ +19'-6" FINISHED FLOOR TOP 'OF BEAM VARIES 8"x12"x14" PILASTER 00I� +19'-2” TO +18,—S" 7/8" CAP FL' x16"x 1-1/2" STEEL DECK WELD W/ (4) #5 VERT & (1) #3 I `rj W18 FLANGE WIDTH I 3/8" STIFFENER IE 0 CONT. L4x4x5/16" SHOP TIE ! - • I W/ (4) 7/8" A325F ' COL EACH SIDE SHOP ' SEE DETAIL 7/S-1.1 00 �i J BOLTS I WELDED TO W18 WEB & FLANGES FOR STUD BRIDGING INFO NEW FTG x 36" WIDE T&B CENTERED ON TS8x CL � 3/16"x2 08 I NEW TS 7x7 COL. MATCH EA END r7"iiiiiiiiiiii�STUD INFILL L_�• W/ (3) #5 T&B DRILLED EXISTING BASE IE THICKNESS 1/8. 1 p 5-1/2" INTO EXIST. WALL/ ' EXISTING 10 x20 FOOTING & BOLT GAGE. SEE PLAN FTG. & (2) #5 x 2'-6" T&B 1'-0" (VERIFY) , ,D� 40'-0" TO ADJ. GRID CL JOIST OR STUD - FOUNDATION DETAIL @ NEW EL + 3'-4" 5 TS 8x WIND COLUMNS 6 CONNECTION DETAIL BRIDGING DETAIL - 7 S-1.1 SCALE: 3/4"=1'-0" S-1.1 SCALE: 3/4"=1'-0" SCALA #5 0 24" O.C. IN GROUTED BRIDGING MINIMUM 1 (4� r 1 +32'-0" AREA BREAKDOWN I SQ. FT. MATCH EXISTING PARAPET STORE NO. I 2 CASH OFFICE VERTI—CUP CONNECTION ' 3 CHECKOUT AREA I LINEALS ANGLE BY SIGNATURE CHECK BY 5 ELECTRICAL ROOM 24,654 INDUSTRIES. PROVIDE 1/2 6 RECEMNG OFFICE 7 CORRIDORS VERTICAL DEFLECTION TRAVEL 8 JANITOR'S CLOSET , 9 LADIES RESTROOM W/ 535# SAFE LOAD CAP (t) I I 11 MANAGERS OFFICE 12 MEN'S RESTROOM I EXISTING DECK 13 BULK SALES AREA VARIES 14 SALES AREA 15 STORAGE _j91 +30-0 1/2" TO +28'-9 1/2" I + +I 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK WELD CUP TO 19 TRUCKWELL EXIST, WF 20 SLAB THICK./P.S.I. EXIST WF BEAMI i 1 BEAM 22 NEW INFILL WALL j I I , EXISTING ROOF FLOOR FINISH: CEILING HEIGHT: 8 CEE 18 STEEL I JOIST STUDS 0 24" O.C. ( 1 I 1/8'7x2" I 1 L 2- 1 /2p x 2-1/2% 1 /4H x CONT 16 GA TRACK 8�� WELD TO W16 FASTENED TO 1— 1/2 STEEL DECK 1 W16x26 _ +19'-6" TOP 'OF BEAM VARIES ----------„ +19'-2” TO +18,—S" 1-1/2" STEEL DECK WELD TO 44x 06" O.C. CONT. L4x4x5/16" SHOP WELD TO W16 WEB ' SEE DETAIL 7/S-1.1 FOR STUD BRIDGING INFO T&B 3/16"x2 08 r7"iiiiiiiiiiii�STUD INFILL DETAIL S-1.1 SCALE: 3/4"=1'-0" ,D� 1 EL + 3'-4" #3 IN CONT. BOND BEAM #5 0 24" O.C. IN GROUTED CELL — LAP 30" 0 DOWELS FACILITY ANALYSIS/SQ .FOOTAGE AREA BREAKDOWN X SQ. FT. 1 BUILDING STORE NO. SCALE 2 CASH OFFICE 2/19/99 980245 3 CHECKOUT AREA BJB LINEALS 4 COPY CENTER CHECK BY 5 ELECTRICAL ROOM 24,654 6 RECEMNG OFFICE 7 CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: REVISIONS •• :WAIRF AD—D E--QNEW` SHEET spa® ENCASE BASE PLATE w/ 6" OF in Nil =®s ®®® ®�® ®®® V -4 - TOP OF FTG. ARCHITECTURE PLANNING AND DESIGN ,• N. BOCA .FLORID ..PHONE (561) .,- 999-01111 • DESCRIPTION STRUCTURAL DETAILS LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 2/19/99 980245 AS NOTED BJB LINEALS SQUARE FT CHECK BY 24,654 1 FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SO. FT. 1 BUILDING STORE NO. SCALE 2 CASH OFFICE 2/19/99 980245 3 CHECKOUT AREA BJB LINEALS 3/8" GUSSET R, FULL PEN WELD ® W1 f T&B IN SHOP `C)REIVERSE i C; REVERSE 5 ELECTRICAL ROOM 24,654 6 RECEMNG OFFICE 7 CORRIDORS , 8 JANITOR'S CLOSET 9 LADIES RESTROOM >l �l 110 11 MANAGERS OFFICE � B SEE DTL 2/S-2 FOR DBL 4 & WELDS I B 13 BULK SALES AREA 14 SALES AREA 15 STORAGE \ 1 C )REVERSE �ETS 4x 4x 5/16"C.cJ `� (VERIFY) 18 DOCK 1REVERSE 19 TRUCKWEI1 ry ,� I 21 22 \ 23 �A 1 4 B 1 FLOOR FINISH: CEILING HEIGHT: DBL L 3-1 /2x � ` A� . 2 1 /2x 1 /4 (TYP.) , 16'-0" ;� I + TOP OF NEW BEAM W16 X 26 �; \ �` I 3/8" END R x 6" WIDE SHOP WELD TO TS 4x & THRu FILED WELD NOTE: CONNECTION TO EXIST. TS 4x 4x 5/16 • `" + R \ TO TS 8x BE DETERMINED ONCE EXIST FIELD MODIFY EXIST COLUMN ' I + TS 4x 4x 1/4 I ROOF BEAMS &COLS ARE (OR REPLACE) TO BE DETERMINED 1, 1, — I 3/16 x4 1/4 ----- ----- ' EXPOSED DURING DEMOLITION NEW W18 NOT SHOWN I EXISTING TS 8x 8x 5/8" EXIST ROOF (VERIFY SIZE) ,/ I FOR CLARITY BEAM va VARIES I EXIST. CONNECTION TO � ,/ i BE FIELD VERIFIED\ 3/16"x2' I -3/8- THRU R SHOP " , WELD TO TS 4x 4 �•DBL +16 -0 .3/16 x6 (CENTER & END R �. \-�. ,i EXISTING BEAM 1/2TYP. I '—mss WELD o� NEW COLUMN �.\ i� '�,Xi VERIFY SIZE AND CONNECTION 2Bi 2x31 / / ( ) TS 4x TS 4x4x1 4 / , I EXISTING TS 8x 8x 5/8 (VERIFY) NEW W16 BM iii \��.�, � rL'Id \��. s42 .iiW16x 26 ' +191_611 /007�CONNECTION CONNECTION _ TOP OF NEW BEAM 2 s-2 scALE:3/4"=1'-0" ��• i +16'-011 TS 4x 4 . 5 �, j,•�•� 2 SEE DETAIL 2 FOR S-2 i ��•S-2 1�4) , GUSSET R& \`- DBL X BRACES EXISTING TS 4x 4x 5/16 " I L'S ool or (VERIFY) _...! EWr `SNF" O:LU M TS 4x4x1. 4 , : :. ,.. , :.:. ,.... ,. _ a .. ... - .:. .. -..., .. TS 5 � w5 x _ 1/4, .. ,.�,,,y�; rr h�' aT'�'-: "TOP OF TS 4x4 �r'fw,`tab-`*- ..'s.�^rix"w. �e `^ %'._r 3 d ^N� 5'f.'�,�. Y:. - .. k » - .-- ,....� . ; xz. _ , . _ 1 a 2 STEEL _ / DECK \ +19'-6" , -`, ,/ EXIST. TS 8x 8x 5/8 VARIES TOP OF NEW BEAM A d- +19'-6" ' " NEW 9' -ox 9 -0 x ( 3 �•� i 3 I COLUMN W 2"x24"x24" BASE / R. „ " T T.O. W18 VARIES +19 -2 TO +18 -8 � � �oll I TOP OF NEW BEAM 2'-0" FOOTING W/ • , ( s-2 �•'�-� s-2 I W/(4) 1-1 /4"0 H.S. A. BOLTS (VERIFY) N 18-11 1 /2" TO 18'-5 1 /2" NI -1 + +10 + W16 (10) #6 E. W BOTTOM F� SIMILA i i �•�, W18 cv EW W16 ----------- + (6) #6 E. W. TOP Wig" �•� BEAM I + MATCH---- % \, I1 EXISTING 2ND ' EXISTING o �— �_ EXISTING 11 Ox 11 Ox FLOOR SLAB TO I 13EFL REMOVE „ WT5x 15 W/ (3) 3/4 I \` WT5x 15 W/ (4) 3/4"0 �. nj A325F BOLTS ® W16 A325F BOLTS ® W16 2'-2" FOOTING I iv SHOP WELD TO COL. ( SHOP WELD TO COL. NI I ' \ 10 10 --------------\ — 3/16 r� ' I S-2 I S-2 SIMILAR +16'-0" �------�--------- -- • I I I ---- ------- WT 5x 15 W. (5)3/4-0 � IJ \\ - �-�• -- \ NEW TS 5x 5 A325F BOLTS INTO W'18 WEB I ��\ \ XISTING 40" DEEP FIELD WELD TO TS COL \ �\ -Tt TO BE REMOVED EXISTING 24" JOIST \\ X BRACED FRAME ELEVATION 2 LOCATIONS ( To BE REMOVE \\,\ � TS 8x Sx 5�8' �-2SCALE: 3/16"=1'-0" (�TIFN�G \� "** CONNECTION 5 CONNECTION r-------------------- S-2 SCALE: 3/4 -=l' -O- I �-2SCALE:3/4"=1'-0" c ------------------ TOP OF EXIST. WALL EXISTING 9" TOP OF EXIST. WALL EXISTING 9" VERIFY COLUMN CONTINUITY VERIFY COLUMN CONTINUITY CONC. TILT -PANEL CONC. TILT -PANEL UP TO ROOF SYSTEM UP TO ROOF SYSTEM WALL WALL COLUMN MAY NEED TO BE COLUMN MAY NEED TO BE 1/4" CAP COVER PLATED DR COVER PLATED OR EXISTING EXISTING REPLACED WITH NEW W10x 45 REPLACED WITH NEW W8x 31 ROOF JOIST ROOF JOIST +30'-4" VARIES JOIST BEARING TOP OF PLATE _/,z (2) 3/4"c� ALL 2-1/2" JOIST SEAT EXISTING GIRDER TRUSS AND FLOOR TO BE REMOVED 3-1 /2" SLAB EXISTING GIRDER TRUSS AND FLOOR TO BE REMOVED THREAD ANCHOR -------- ----- ------- ----- BOLTS -DRILLED ---------- 27" 8" INTO EXIST 9" -- - - - - - - ---------- - - - - -------- ---- (4) f4 x WALL PANEL 0 8" O.C. ---____T_ ___ L__ _.r_______ _ _� _______ \�\ \\\ \\\ // /%/ L— J \\N \\ J \\� \\ �\\ \\\ EXISTING 9" CONC. TILT -PANEL ANN BALANCE #4 WALL It—'— ® 16" O.C. 4 1/ '� W10x33 WIND COL SET ALL STELL BOLTS 0 9'-0" O.C. & REBAR W/ RAWL (MAX. SPACING) FOIL FAST EPDXY EXISTING STEEL COLUMN EXISTING STEEL COLUMN SEE ARCH PLAN W10x 45 MINIMUM W8x 31 MINIMUM FOR LOCATIONS 2'-0" 9" 1 » 1 " 9„ ------------ ------------ i ------------ INTERIOR COL. D E TA I L 1 1/2" CLR DRILL #4'S 4-1 /2" (2) 5/8"0 INTO EXISTING WALL ANC- BOLTS ® INTERIOR COL. DET @ EXIST 2ND FLOORrg"" @ EXIST 2ND FLOOR @ P/C WALL PANELS PANEL AND SET W/ 24 O.C. 8 �-2SCALE: 3/4"=1'-0" S-2 SCALE: 3/4"=1'-O" VARIES L_IE RAWLEPDXFOIL FAST 4 !4 x r— O , 8 O.C. EXISTING 9" 1/2" BASE P W/ EXISTING 9" CONC. _TILT -PANEL BO TS W/ DBL CONC.-8-0 ANC= TILT-PANEL NUT5 WALL �4) 1 0 -0 `� EXIST. CONC. SLAB ' SHIM & GROUT 0 -0 EXIST. CONC. SLAB TSSx 5x 1 /4" W/ w z 28 B6SE& FINISHED FLOOR FINISHED FLOOR _ r x (6) 7/8"Se t 12 12 " " I :— w I EXIST. 12x 40" - EXIST. 12x 40" DOWELS SAME SIZE FOOTING " " ' 12 x 12 CONC. PILASTER FOOTING ' AS VERTS. DRILL W� (4) #5 VERT DRILLED I I 8" INTO EXIST FTG. 84 INTO EXIST. FTG & 3/1 "x4-1 /4" AND SET W/ RAWL O # ion FOIL FAST EPDXY LAP BARS 300 1'-3 1/2" 16" 6" INTO EXIST. WALL 1'-3 1/2- ( DBL L3 -1/2x 2-1/2x 1/4 VERIFY PANEL ® WIND COLS. VERIFY IN ' 3/8" GUSSET Q SHOP SECTION SECTION SHIM & GROUT I BWELDED TO T'S & �, ASE Z 1/2"± SHIM AS REQ'D E- 1 6- EXISTING 9" W/ STEEL SHIMS x EXISTING 9" 1 p 3/16"x2" 12"x 24" CONC. WIND BRACE CONC. TILT -PANEL CONC. TILT -PANEL [ 0 p 09'-0" O.C. (ONE PER PANEL MIN.) SEE ARCH. WALL _ _ = WALL w ! 1 p C15x33.9x12" WIDE 1 1 o , , PLANS AND ELEVATIONS.) - _ 5/8"0 A307 ALL v _ DBL NUT ABOVE & �'- _ BELOW i 1/2• c 2) #6 VERT LAP TRHEAD DRILLED 8" INTO EXISTING WALL , (2) #7 VERT -SPLICE BARS-----a-f I 40" ® LAPS ABOVE FND. BARS 36" ABOVE FND. PANEL c� 24" O.C. ALTERNATE SIDES Via,. PLANS Pi il"V ' OF W10 WEB I 3/8" E SAME SIZE CITY OF SANFORD PLAN AS BASE WIND COLUMN BRACE © 9" WALL PANELS ALT. WIND BRACE --DETAIL. ----"---- -- 10 INTERIOR COL. DETAIL 7 �-2SCALE: 3/4'=1'-C' �-2SCALE: 3/4"=1'-0" S-2 SCALE: 3/4"=1'-0" 1 FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SO. FT. 1 BUILDING STORE NO. SCALE 2 CASH OFFICE 2/19/99 980245 3 CHECKOUT AREA BJB LINEALS 4 COPY CENTER CHECK BY 5 ELECTRICAL ROOM 24,654 6 RECEMNG OFFICE 7 CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RESTROOM EMPLOYEE'S LOUNGE 110 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWEI1 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. DOMPO A.. 40. 2200 Old Germantown Road Delra Beach, FL 33445 OFFICE DEPOT 561%278-4800 THE OFFICE PLACE 561/265-4178 (FAX) DESCRIPTION STRUCTURAL DETAILS LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 2/19/99 980245 AS NOTED BJB LINEALS SQUARE FT CHECK BY 24,654 PLOT SCALE: 3/4 =1 — DWG. N0. N ui O 32" O.C. IN ROU)TED CELLS C1 �• C3 P.J 23'-43/8- El ELEV. ----------- - ELEV.RAMP +1'-8" DOWN 18 0'-0" to S FTc ---- --- T 2'-0 4 ELEV./ + 15'-01 P.J T.O.FTG 4r +1 -6" / • ELEV. 8'-9' 23'-4 3/8' T.O.STL a //0_0 - / / ^� �3 a P.J o -o a / — — — / i END of . 8 / " y C2 STEP FTG. DN 2'-0' ' W12x14TYPE to 8• \ \ \ \ 60• (-) 1'-4" , 10 15 -2 1 2 I ROPF DECK 2 GAGE Z / ' ' \ T.O.FTG. 1 a / `s+ \ • \ - S-3 8' VERIFY a _ I O J X, x x x x' ,I S. fV (V }J (-) 3'-4 / 3 5 P.J / T.0 5 SPA O 5'-0" 25'-0' AT GRATE / / + + T. PARAPET S-3 STEP + 15'-5 5/8" 16 DN 2'-0 / / P T.O.STL + 15'-6 1/4' CONTROL / / JOINT � It TQ 9XIII + 15 - / T.O.STL + 15'-7 1/2" '-0" T.O.STL T.O.ST1_ - T.aFTG. FOUNDATION PLAN ROOF FRAMING PLAN 2 S-3 SCALE:1 /4"=1'-0" S-3 SCALE:1 /4"=1'-0" 'x 12" COL odc W/ (2) 160• � • � S71NC 1 'WALL • ANEL 1-1/2 CLE R 1-1/2" C AR . Lai• 1-1/2" CLEA 8" 12' 1/4 DWLX 14' 4)18, 0. .4. DRILL 7" INTO EXISTIN WALL PANEL & SET W/ RAWL FOIL FAST EPO C1 C2 C3 (5) #5 VERT W/ 4 #3 TIES 0 8" (5) TIES VERT W/ ) #5 VERT 3 TIES 0 8- #5 CONT IN WALL REINF. -SEE PLAN FILLED CELL SEE DETAIL 5/S-3 FOR �- SEE ARCHITECTURAL SHEETS SEE ARCHITECTURAL SHEETS WALL REINF. & DOWEL FOR SAFETY RAILING FOR SAFETY RAILING INFO ao _ #5 0 48"x 2'-8" (2) #5 ABOVE DOOR OPENING + N NEW 5" SLAB W/ (1) LAYER (2) #5x CONT. IN 8"x 8" w 6x6 W2.9x W2.9 W.W.F. EL 'ARIES ~ 4" 4" +1'--8' Mme' SEE DETAIL 8/S-3 FOR ANGLE CONC. CAP ADDITIONAL LAYER 6x6 #4 0 12" O.C. 8" +1'-6- MAx. N MESHx 5'-0" 0 PERIMETER. OIL W-0" #5 ®24" O.C. : p e ADDITIONAL LAYER 6x6 FINISHED FLOOR A " 4-01-6 - FILL WALL SOLID "CONIC —�— MESHx 5'-0" 0 PERIMETER. SLOPED " • —,—, ,— 5 CONC. SLAB �—�—�—�—�— N 8 /25 FT. FINISHED GRADE r—r—r—r— Ak EI -EV. VARIES — 3/8" PVC WE ®32" O.C. FILL WALL SOLID TOP OF STEEL 1'-0"x 1'-0" (MIN.) 3 5 IN HEAD JOINTS BELOW SLAB ( x CONT. GRAVEL FILL 2 1/2" 5 /2" W1 2 WRAPPED IN FILTER FABRIC OIL - " #5 x CONT. �'-0" �' T---_ 5" CONC. SLAB FINISHED GRADE 5" SLAB I.. r ' REV. VARIES BEARING PLATE • 4 DOWELS SAME SIZE THICKEN SLAB EDGE TO SEE DETAIL $ S-3 FOR . •• - � I; -.'_r, • - - VARI - t'-4" AS VERTS ABOVE. 12"x 12" W/ (2) #5x CONT. BEAM POCKET & Q - 2 -6 MAX - - w i•:. y.;;.,., : p . FILL WALL SOLID BELOW BEARING PLATE INFO v �..-----'` » SLAB. LAP BARS 30" " • —�—�-- � +13'-20 N ARt �� NEW 12"x 20" FTG. W/ -MAx (2) #5 BOTTOM & BLOCK MAY BE OMITTED 8x 38" CONC. BEAM (1) #5 TOP _ _ '_4• 0 G.C. OPTION 2/ (2) #5 TOPS MID &BOTTOM # I FILL BLOCK SOLID DOWN 4 0 24" o • NEW 12"x 20" FTG. W/ #6 x 9'-4" TO P/C LINTEL J< #5 80TTCM &" " " �2)) # PRECAST CONC. LINTEL +1t 2 -0 8 8 12"x 3'-0" FTG. W/ 1 5 TOP W/ 500#/ LINEARqv 3)-41v S2 TOPT&B AND #4 0 24" " FOOT SAFE INFILLED M CAPACITY r3_'�TRUCKWALL 4 WALL SECTION 5 WALL SECTION 6 SECTION» 7 SECTION " ' " " ' " RET. WALL SECTION N _ _ _ S 3 SCALE.3/4 -1 -0 S-3 SCALE.3/4 3/4"=l' -Om S 3 SCALE.3/4 -1 -0 S-2 SCALE: 3/4"=1'-0" S-3 SCALE: 3/4"=,'-0" #5x CONT. EMBED R 3/8"x 6"x 8" W/ CONTINUE WALL BARS (2) 1 /2" Ox 6" NELSON STUDS TO PARAPET CAST INTO BEAM 0 4'-0" O.C. SHIM STEEL BEAM ®BEARING F� PROVIDE HOLES IN R FOR W/ BEVELED SHIMS & FIELD WELD W/ 3/16"x 3" LONG WELDS WELD DECK TO EXISTING 9" CONC. 1 NAILING TO FORMS EACH SIDE OF WEB t, / / WALL PANEL o 4 8"x 20 CONC. TIE PUDDLE WALD 0 6" a 6" O.C. I BEAM W/ (2) #5 T&B iv N w WELD DECK TO ANGLE T.O.S. +15'-0" L 3-1/2% 3-1/2"x 1/4"x CONT. \ I 2 1 /2" ASPREQU RED E BEAMSI AT EACH FLUTE (6" O.C.) WELD TO WF +15'- " • � , 1 /2" + 1/4" • I • 4 -0 MIN. \ TOP OF STL BEAM + + + W1 2 + TOP BARS 2 1/2" 5 1/2" W12 x 14 L 4x 4x 5/16"x CONT. Di.+ + + + +13'-11 3/4" FASTEN TO EXISTING CONC. WALL BOTTOM eARs .� III • PANEL W/ ' RAWL-STUD #7434 BEAM POCKETx 5-1/2"x 8"x 13-1/4" " " " o D BOTTOM BARS TALL CENTERED ON W12 CENTERLINE , " (5/8 s� N 6) ®24 O.C. 1 1 / SEE I » N X L 2x2x1/4 ®5-0 O.C. DRILL 5 INTO EXISTING WALL PANEL DETAIL 10/S- L 2"x 2"x 1/4". FIELD WELD • MAX. WELD TO 44x4 & W12 FC? WALL & 0 BOT. FLANGE OF W12 0 5'-0" d P_A!J INFORMATION BARS SAME SIZE & NUMBER AS FOOTING REINF 3/8" EMBED R x 5-1/2"x 8" BOTTOM FLANGE DBL L 4x 3x 1/ "x 6" W/ (2) O.C. MAX. SPACING W 2 1 2"x 6" NELSON STUDS 1" CLEAR f 5/8"0 A325F BOLTS EACH LEG -LAP 3s BAR +s / ( ) / TOP BARS 1/4' BENT R L 4x 3x 6"/ (2) 5/8"0 CONT L 3"x 3"x 3/8" A325F BOLTS INT W12. FIELD 'AaD TO 3/8" FIELD WELD TO EMBED EMBED R 10x 10 W/ (4) 1 /2"Cx 6" F_ TOP & BOTTOMS t 8"x 25" TIE BEAM W/ (2) #5 NELSON STUDS TOP OF EL. VARIES r! CONT. TOP, MID & BOTTOM PLAINS I�L:V l INTERUPT TOP BAR BEAM POCKET CITY OF SAINF 8 SECTION... 9 SECTION(Oi�o�SECTION „ SECTION('012 TYPICAL STEP FOOTING DETAIL SCALE: 3/4"=1'-0" S-3 SCALE: 3/4"=1'-0" S-3 SCALE: 3/4"=,'-0" S-3 SCALE: 3/4"=1'-0" SCALE: N.T.S. FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SQ. Fr. 1 BUILDING STORE NO. SCALE 2 CASH OFFICE 2/17/99 980245 3 CHECKOUT AREA BJB UNEALS 4 COPY CENTER CHECK BY 5 ELECTRICAL ROOM 24,654 6 RECEIVING OFFICE 7 CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: D NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON— FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHfTECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. kka o 'f f `ice D-WP02"'. . �. 2200 Old Germantown Road Delray Beach, FL 33445 OFFICE DEPOT 561/278-4800 THE OFFICE PLACE 561/265-4178 (FAX) DESCRIPTION STRUCTURAL PLANS AND DETAILS LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 2/17/99 980245 Ab NOTED BJB UNEALS SQUARE FT CHECK BY 24,654 PLOT SCALE: DWG. N0. CONCRETE DO NOT BEGIN PLACEMENT UN11L WORK OF OTHER TRADES AFFECTING CONCRETE IS CONCRETE MASONRY NOTES ELECTRIC ARC PLUG WE LDS / NOTES 15. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT STEEL JOIST AND JOIST GiRDER NOTES SHALL APPLY UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS. AND TESTING AS• DIRECTED BY THE ARCHITECT/ENGINEER. 2/19/99 980245 ALL CONS-iFUCTiON LOADS. BJB EXTREMES DURING MIXING, PLACEMENT, AND CURING. 4 COPY CENTER BARS. 1. CONCRETE WILL COMPLY WITH THE LATEST EDITIONS OF THE FOLLOWING STANDARDS: PROVIDE T JPORARY SHORING AND BRACING MEMBERS WITH CONNECTIONS OF SUFFICIENT 13. GROUT SHALL BE PLACED IN LIFTS NOT TO EXCEED 8' 0" MAXIMUM. 1. NORMAL WEIGHT CONCRETE (145 PCF) 28 -DAY COMPRESSIVE STRENGTH: 3000 PSI. 1. STEEL JOIST CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICATIONS AND BEGIN INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM EXPOSED 3. MATERIALS SHALL COV?LY W 11.1 DIE FOLLOWING STANDARDS: 5. 16. CONCRETE SEAM SiZES MAY BE INCREASED AS REQUIRED FOR ARCHITECTURAL DETAILS "ATTACHED STRUCTURES" IS Cr%.r':_r7ED. LOAD TABLES" AS PUBLISHED BY THE STEEL JOIST INSTITUTE, CURRENT EDITION. SURFACES. KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 72 HOURS. CURE FORMED 9. ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" "SPECIFICATIONS OR TO FIT BLOCK COURSING. 2. MAXIMUM SPACING OF STEEL JOIST SHALL BE AS SHOWN ON STRUCTURAL FRAMING PLANS. STRUCTURAL FRAMING. 15. PROVIDE TWO (2) #9 GAGE REINFORCEMENT EVERY SECOND COURSE IN EXTERIOR WALLS. SURFACES BY MOIST CURING UNTIL FORMS ARE REMOVED. PROVIDE PROTECTIONS AS ACI 301 FOR STRUCTURAL CONCRETE" BLOCK: ASTM C90 REINFORCEMENT SHALL BE A LADDER TYPE. (DUROWALL) 4. MORTAR TYPE M ASTM C270. MORTAR TESTS SHALL BE TAKEN TWICE WEEKLY OF MORE 14 SALES AREA OFTEN AS REQUIRED BY THE ARCHITECT/ENGINEER. ERECTION OF STRUCTURAL STS=--_; CRS1 "MANUAL OF STANDARD PRACTICE" 17. CENTER ALL FOOTINGS OR PILE CAPS CEJ WALL, PIER, OR COLUMN ABOVE, UNLESS 3. ENDS OF STEEL JOIST SHALL BE ATTACHED TO STEEL SUPPORTS BE WELDING OR NOTED. MASONRY UNITS LAID TO CONCRETE SHALL BE SUPPORTED BY DOVETAIL ANCHORS 5. CONCRETE REINFORCING STEEL:- A615 GRADE 60 EXCEPT TiES AND STIRRUPS GRADE 40. 18 DOCK ATSM C94, ACI 347, ACI 304, AND ACI 305 ' ,, OTHERWISE INDICATED. AGGREGATE: ASTM C144 OF ASTM C404 LiGHT''GAUGE STEEL FRAMING 6. STRUCTURAL STEEL: A36 UNLESS OTHERWISE INDICATED. 21 9. � , �� .. CONCRETE SLUMP SHALL BE AS FOLLOWS. SLUMP IN INCHES TEST TWO (2) WELDS AT START OF EACH SHIFT, TO CHECK FOR WELD SETUP PROCEDURE BY BOLTING. 1. LIGHT GAUGE METAL FRAMING CONSTRUCTION SHALL CONFORM TO THE A.I.S.I. 2. CONTRACTOR WILL ARRANGE FOR SAMPLING AND TESTING DURING CONCRETE PLACEMENT AS 18. REINFORCING STEEL IN FOOTING OR P:L E CAPS SHALL BE ASSEMBLED AS MATS WITH MINIMUM MAXIMUM WATER: CLEAN AND POTABLE AND UNTiL GROUT HAS REACHED ITS Dr--S-RED STRENGTH. ROD OR VIBRATE GROUT LIFT "SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". FOLLOWS: BARS EQUALLY SPACED AND µ•RED TOGETHER AT EACH INTERSECTION BEFORE CONCRETE IS 4. SUPPORTS FOR ROOFTOP OR CEILING HUNG MECHANICAL EQUIPMENT, CEILING HUNG 4. COMBINE AND MIX CEMENT, LIME- WATER, AND AGGREGATES FOR FIVE (5) MINUTES, 2. STEEL TO STEEL CONNECTIONS SHALL BE MADE BY WELDS OR SCREWS. PLACED. PART11IONS AND OTHER ITEMS SUPPORTED BY THE STEEL JOISTS SHALL BE ATTACHED TO HEAVY SLABS, BEAMS, WALLS 3 5 3 1/2 6 11. DESIGN LIVE LOADS: MINIMUM, IN A MECHANICAL BATC:-? !J'XER. ADD WATER AS REQUIRED FOR WORKABILITY. RETEMPER WiTH WATER, AS RZ_ryJ'?E7, FOR WORKABILITY. DO NOT USE MORTAR, WHICH HAS SAMPLING: ASTM C172 SUBMIT SHOP DRAWINGS FOR REVIEW, SHOWING TYPES OF CONNECTORS TO BE USED TO OPENINGS LESS THAN 4'-0" W -,E: PROVOE 12" WiDE BY 12" DEEP (MIN.) LINTEL WITH THE JOISTS AT PANEL POINTS. SEE PLANS FOR ADDITIONAL INFORMATION. THE GENERAL THIN WALLS SLUMP: ASTM C143 ONE 1) TEST PER LOAD 19. FOOTING ELEVATIONS ARE TO TCS' C;= FOOTING (T.O.F.) AND SLAB ELEVATIONS ARE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE ITEMS AND ASSURE THAT THE 10. CONCRETE COVER SHALL BE AS FOLLOWS: AIR CONTENT: ASTM C31 ONE (1) PER SET SPECIMEN DO NOT ADD AIR -ENTRAINING AGENTS TO MORTAR OR GROUT. GROUT SHALL BE PUDDLED OR THE TOP OF SLAB (T.O.S.). BUILDING. DETAILS AND BRACING REQUIREMENTS SHALL BE AS REQUIRED BE JOIST MANUFACTURER MAKES PROVISIONS IN THE DESIGN OF THE JOIST FOR THE STRUCTURAL STEEL NOTES COMPRESSIVE STRENGTH: ASTM C39 ONE (1) SET PER 50 CU. YDS. OR FRACTION VIBRATED IN PLACE. CONCENTRATED LOADS IMPOSED BY THE SUPPORTED EQUIPMENT. SEE PLANS FOR MECHANICAL THE DESIGN, FABRICATION. KNO E=cEC T1CN CF STRUCTURAL STEEL FOR BUILDINGS". THEREOF. FOUR (4) CYLINDERS PER SET. 20. PROVIDE 6/6 BY 8/8 WWF SLASS CN GRADE - UNLESS OTHERWISE INDICATED. COMPLY EQUIPMENT LOADS. SEALED CALCULATIONS FOR REVIEW. 2. BOLTED CONNECTIONS SHALL BE A325 'FRICTION' TYPE CONNECTIONS UNLESS OTHERWISE PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. WITH ASTM A185. 5. MIX GROUT TO HAVE A SLUMP OF 8" TO 10" AT 11ME OF PLACEMENT. COMPRESSIVE THE SITE; FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION, PROCESSES, OR 3. PROVIDE TWO (2) COPIES OF MANUFACTURER'S SPECIFICATIONS FOR PROPRIETY 3. SHOP CONNECTIONS SHALL EE w=ED OR BOLTED. FIELD CONNECTIONS SHALL BE TO THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION; 5. FURNISH AND INSTALL ALL STEEL JOISTS, ACCESSORIES SHOWN OR REQUIRED TO STRENGTH OF GROUT SHALL BE AS SHOWN ON PLANS. 4. LIGHT GAUGE STEEL FRAMING SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: MATERIALS, INCLUDING REINFORCEMENT, FORMING ACCESSORIES, ADMIXTURES, JOINT 21. DOWEL COLUMN AND WALL RE:NFCMC`NG TO FOOTING WiTH SAME SiZE AND NUMBER OF COMPLETE INDICATED WORK, INCLUDING BRIDGING, ANCHORS, CEILING EXTENSIONS, AND 6. LAY WALLS IN RUNNING BOND. BOND AND INTERLOCK EACH COURSE AT CORNERS AND MIXTURES, HARDENERS, CURING MATERIALS, AND AS REQUESTED BY THE DOWELS AS VERTICAL BARS ASOVE CONTINUOUS STEEL ANGLES. SUBMIT SHOP AND ERECTION DRAWING OF ALL STEEL JOIST PLACING DRAWINGS AND BAR LISTS SHALL CONFORM TO A.C.i.'S "MANUAL OF STANDARD 5. QUALIFY WELDING PROCESSES ANO %S -DING OPERATORS IN ACCORDANCE WITH AW INTERSECTIONS. USE SPECIAL SHAPED UNITS WHERE RECUIRED. ARCHITECT/ENGINEER. 16 GAGE AND HEAVIER - ASTM A446 GRADE D (50 KSI) OR ASTM A570 GRADE E (50 KSI) "STANDARD QUALIFICATION PR:XURE". WORK FOR APPROVAL. DIAGRAMS SHALL SHOW SIZE, SPACING, BRIDGING, AND ALL OTHER PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES.-, (A.C.1. 315) 7. BEAMS AND LINTELS UNLESS O--' 'RWSE SHOWN, SHALL HAVE 8" MINIMUM BEARING AT 22. SPREAD BARS AROUND SMALL C-=*1"SGS AND SLE -EVES IN SLABS WHERE POSSIBLE. DETAILS OF ERECTION INCLUDING OPENINGS AS REQUIRED BY MECHANICAL WORK. 12. 4. PROVIDE CONCRETE MIX DESIGN DATA FOR APPROVAL PRIOR TO START OF WORK. EACH END. DISCONTINUE BARS AT LARGE CP---N'yGS YLiERE NECESSARY AND PROVIDE AND AREA OF OF 6. CLEAN JOISTS OF ALL RUST AND SCALE AND APPLY ONE (1) SHOP COAT OF ASPHALT STRUCTURAL STEEL PRIMER PA!`:T CONCRETE PROPORTIONING WILL COMPLY WITH ACI 211 AND ACI 301, SECTION 3.8. BACK-UP MATERIAL SHALL REINFORCING EQUAL TO THE N��::RUPT� RFINFORCING, DISTRIBUTED EACH SIDE OPENING (TOP AND BOTTOV). S-t'VES AND ALL INSERTS SHALL CONFORM TO REQUIREMENTS BASE PAINT OR STANDARD SHOP APPLIED LEAD BASE RUST INHIBITING PRIMER. TOUCH UP 7 PROVIDE cYCP DRAWINGS FOR Rte.'= W INCLUDING DETAILS AND SCHEDULES FOR METHOD II OR METHOD III SHALL BE EMPLOYED. ALL PERTINENT BE INCLUDED WITH THE SUBMITTAL. DETAILS OF CONCRETE REINFORCEMENT UNLESS OTHERWISE INDICATED. pROVIDE_SHOP OF ACI 318 SECTION 6.3. A'_.LN- Ul.1 CAS INTO CONCRETE SHALL BE PROPERLY COATED TO VERTICAL CELLS TO BE GRO(=M SHALL HAVE VERTICAL AUGNMENT SUFFICIENT TO PAINT WILL BE APPLIED TO EXPOSED AREAS IMMEDIATELY AFTER ERECTION. PREVENT ALUMINUM-CONCRE �- F ACTON OR ELECTROLYTIC REACTION BETWEEN ALUMINUM AND MAINTAIN A CLEAR, UNOBSTRUCTED CELL OF NOT LESS THAN 2" BY 3". WALLS AND WEBS 5. CONCRETE MATERIALS SHALL COMPLY WITH THE FOLLOWING STANDARDS: STEEL OF GROUTED CEU_S SHALL B=' HILLY BEDDED IN MORTAR VERTICAL REINFORCEMENT SHALL 1. GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF DUCT OPENINGS, GRILLES, STEEL ROOF DECK NOTES PORTLAND CEMENT: ASTM C150 23. DOWELS SHALL BE HOOKED 'i' AT EOT-�i0!J AND SHALL BE LAPPED 36 BAR DIAMETERS MINIMUM, AND UNLESS OTHERWS NO=, WiTH COLUMN REINFORCING ABOVE. 1. STEEL ROOF DECK WORK SHALL CONFORM TO THE APPROPRIATE PARTS OF THE AISI AGGREGATES: ASTM C33 WATER: CLEAN AND POTABLE "SPECIFICATION FOR THE DESIGN OF LIGHT GAGE COLD FORMED STEEL STRUCTURAL AIR -ENTRAINING ADMIXTURE: ASTM C260, 2% TO 47.24. CONCRETE COLUMNS SHALL E= CAST TO UNDERSIDE OF FLOOR OR BEAM SYSTEM BEFORE MEMBERS" AND THE "STEEL DECK INSTITUTE DESIGN MANUAL". WATER -REDUCING ADMIXTURE: ASTM C494 PLACING REINFORCING STS N FLOOR OR BEAM SYSTEM ABOVE. DO NOT CAST BEAMS AND COLUMNS MONOLITHICALLY U`•" ESS OTr?ERWSE NOTED. 2. ROOF DECK WORK SHALL BE FORMED FROM STEEL SHEETS CONFORMING TO THE RIB WIDTH 6. DESIGN, ERECT, SUPPORT, BRACE, AND MAINTAIN FORMWORK, TO SUPPORT VERTICAL AND LIMITATIONS FOR WIDE RIB DECK, 1 1/2- DEEP, TYPE B, AS SPECIFIED BY THE STEEL LATERAL LOADS THAT MIGHT BE APPLIED UNTiL SUCH LOADS CAN BE SUPPORTED BY THE 25. REINFORCING IN CONCR is WA' :..S SHALL BE CONTINUOUS -LAP BARS 36 DIAMETERS. DECK INSTITUTE. GAGE SHALL BE AS SHOWN ON PLANS. STRUCTURE. DO NOT REMOVE SUPPORTS UNTIL CONCRETE HAS REACHED THE DESIGN MINIMUM HORIZONTAL BAR LAPS SHA BE STAGGERED, 2'-0" MINIMUM. 3. DECK SHALL BE GALVANIZED IN CONFORMANCE WITH ASTM A535-73 WIPED COATING AND COMPRESSIVE STRENGTH INDICATED. SUBMIT SHORING SHOP DRAWINGS FOR REVIEW. DRAWINGS TO BE SIGNED AND SEALED BY FLORIDA REGISTERED ENGINEER. 26. CONCRETE COLUMNS SHAH BE TO COLUMNS UNLESS OTHERWISE INDICATED. TO FEDERAL SPECIFICATION QQ-S-775, TYPE I, CLASS D. 7. CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. 4. LAY DECK SHEETS AT RIGHT ANGLES ACROSS THE SUPPORTS. WELD TO SUPPORTS USING PLACE 5" IN DIAMETER WELDING OF 22 -GAGE DECK SHALL BE MADE 8 . COMPLETED. PROVIDE DRAWINGS INDICATING ANTICIPATED CONSTRUCTION JOINTS IN THROUGH STANDARD WELDING WASHERS. WELDING SHALL BE DONE ME THOROUGHLY QUALIFIED SLABS. CONSOLIDATE PLACED CONCRETE USiNG MECHANICAL VIBRATING EQUIPMENT WITH 1. CONCRETE MASONRY CON in C7 CN W',L COMPLY WITH THE FOLLOWING STANDARDS: WELDERS WHO SHALL MAKE PRACTICE WELDS PRIOR TO ACTUAL WELDING. HAND RODDING AND TAMPING, SO THAT CONCRETE iS WORKED AROUND REINFORCEMENT AND OTHER EMBEDDED ITEMS AND INTO ALL PART OF FORMS. ASTM C476, ACI 531, AO 315 PRACTICE WELDING SHALL BE MADE ON EACH TYPE OF DECK TO CHECK ADEQUACY OF WELDING ROD, AMPERAGE, AND BURN -OFF RATE TO PRODUCE SATISFACTORY FUSION FOR THE VARIOUS G ND PLACEMENT OF REINFORCING WELDS REQUIRED SAMPLES OF PRACTICE WELDS SHALL BE MADE AVAILABLE FOR REVIEWING PROTECT CONCRETE FROM PHYSICAL DAMAGE AND REDUCED STRENGTH DUE TO WEATHER 2. SUBMIT SHOP DRAWINGS FOR FABRICAT1Gy, BENDIN 13. REINFORCEMENT SHALL BE CAREFULLY PLACED, RIGIDLY SUPPORTED, AND WELL TIED HAVE 3/8" MINIMUM CLEARA!r' F?CIJ THE MASONRY. LOUVERS, ETC., WITH THE MECHANICAL CONTRACTOR BEFORE PROCEEDING WITH THE WORK. WITH BAR SUPPORTS AND SPACERS. 9. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR 14. CONSTRUCTION JOINTS SHALL BE LOCATED NEAR THE MIDDLE OF THE SPANS OF LIFT. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE TO CONSTRUCTION AND FABRICATION. DISCREPANCIES SHALL BE BROUGHT TO THE SLABS, BEAMS, OR GIRDERS. PROVISION SHALL BE MADE FOR TRANSFER OF SHEAR AND GROUTING. SEE DRAW'NGS FOR ADDITIONAL REQUIREMENTS. ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE FABRICATION AND CONSTRUCTION OTHER FORCES THROUGH THE CONSTRUCTION JOINT VIA SHEAR KEYS AND DOWELS. BEGINS. CONSTRUCTION JOINTS SHALL BE CLEAN AND ALL LAITANCE REMOVED. CONSTRUCTION 10. REINFORCING STEEL SHALL BE LAPPED 36 BAR DIAMETERS MINIMUM (UNLESS NOTED JOINTS SHALL BE KEYED. HORIZONTAL CONSTRUCTION JOINTS IN SLABS AND BEAMS SHALL OTHERWISE) WHERE SPLICED, AND SHALL BE EITHER SEPARATED BY ONE BAR DIAMETER OR 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL PERTINENT LOCAL, STATE, AND BE USED ONLY AS APPROVED BY THE ENGINEER. SUBMIT SKETCHES AND DRAWINGS OF WIRED TOGETHER. SEE PLANS FOR ADDITIONAL INFO. FEDERAL BUILDING REGULATIONS. PROPOSED JOINT LOCATIONS AS WELL AS SHEAR KEY AND PROPOSED DOWEL DETAILS FOR REVIEW. 11. MASONRY WALLS SHALL CURE AT LEAST 24 HOURS BEFORE GROUTING. 4. PROVISIONS OF THE AIA GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SQ. FT. 1 BUILDING A SHALL APPLY UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS. AND TESTING AS• DIRECTED BY THE ARCHITECT/ENGINEER. 2/19/99 980245 12. WHEN GROUTING IS STOPPED FOR ONE (1) HOUR OF LONGER, THE GROUT SHALL BE BJB EXTREMES DURING MIXING, PLACEMENT, AND CURING. 4 COPY CENTER BARS. CHECK BY 8. PROVIDE T JPORARY SHORING AND BRACING MEMBERS WITH CONNECTIONS OF SUFFICIENT 13. GROUT SHALL BE PLACED IN LIFTS NOT TO EXCEED 8' 0" MAXIMUM. 1. NORMAL WEIGHT CONCRETE (145 PCF) 28 -DAY COMPRESSIVE STRENGTH: 3000 PSI. 8 RECEIVING OFFICE 8. BEGIN INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM EXPOSED 3. MATERIALS SHALL COV?LY W 11.1 DIE FOLLOWING STANDARDS: 5. PROVIDE SHOP DRAWINGS SHOWING FABRICATION AND INSTALLATION DETAILS FOR STEEL THROUGH THE FLOOR FRAMING ABOVE, AND SHALL BE LAPPED WiTH THE NEXT UFT OF 1500 PSI. MASONRY UNITS SHALL CONFORM TO ASTM C90. "ATTACHED STRUCTURES" IS Cr%.r':_r7ED. 9 LADIES RESTROOM SURFACES. KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 72 HOURS. CURE FORMED 9. DO NOT USE GAS -CUTTING TCRC�--J=S IN FIELD FOR CORRECTING FABRICATION ERRORS IN DECK AND ALL ACCESSORIES REQUIRED TO COMPLETE THE WORK. STRUCTURAL FRAMING. 15. PROVIDE TWO (2) #9 GAGE REINFORCEMENT EVERY SECOND COURSE IN EXTERIOR WALLS. SURFACES BY MOIST CURING UNTIL FORMS ARE REMOVED. PROVIDE PROTECTIONS AS 13 BULK SALES AREA BLOCK: ASTM C90 REINFORCEMENT SHALL BE A LADDER TYPE. (DUROWALL) 4. MORTAR TYPE M ASTM C270. MORTAR TESTS SHALL BE TAKEN TWICE WEEKLY OF MORE 14 SALES AREA OFTEN AS REQUIRED BY THE ARCHITECT/ENGINEER. ERECTION OF STRUCTURAL STS=--_; REQUIRED TO PREVENT DAMAGE TO EXPOSED CONCRETE SURFACES. 16 SPRINKLER ROOM PORTLAJND CEMENT: ASTM C150 11 EMBEDMENT ANCHORS SHOWY S:-+ALLI BE NELSON HEADED ANCHORS WITH FLUXED ENDS. NOTED. MASONRY UNITS LAID TO CONCRETE SHALL BE SUPPORTED BY DOVETAIL ANCHORS 5. CONCRETE REINFORCING STEEL:- A615 GRADE 60 EXCEPT TiES AND STIRRUPS GRADE 40. 18 DOCK ' ,, SPACED AT 16" OR WITH AND EQUIVALENT SYSTEM. AGGREGATE: ASTM C144 OF ASTM C404 LiGHT''GAUGE STEEL FRAMING 6. STRUCTURAL STEEL: A36 UNLESS OTHERWISE INDICATED. 21 9. � , �� .. CONCRETE SLUMP SHALL BE AS FOLLOWS. SLUMP IN INCHES TEST TWO (2) WELDS AT START OF EACH SHIFT, TO CHECK FOR WELD SETUP PROCEDURE BY LIME: ASTM C207 DOVETAIL SLOTS AND ANCHORS: 18 GAUGE GALVANIZED STEEL 1. LIGHT GAUGE METAL FRAMING CONSTRUCTION SHALL CONFORM TO THE A.I.S.I. BENDING STUDS WITH HAMMER TO 45 DEGREES FROM VERTICAL POSITION WITHOUT FAILURE. CITY OF St 18. INSTALL SHORES AND BRACING AS RECU'RED BEFORE STARTING GROUTING OPERATION 8. STRUCTURAL STEEL FOR PIPES A501, 36 KSI. MINIMUM MAXIMUM WATER: CLEAN AND POTABLE AND UNTiL GROUT HAS REACHED ITS Dr--S-RED STRENGTH. ROD OR VIBRATE GROUT LIFT "SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". DURING POURING OPERATION. 9. BOLTS A325F MASSIVE SECTIONS,. PAVEMENTS, &SLABS 1 1/2 4 4. COMBINE AND MIX CEMENT, LIME- WATER, AND AGGREGATES FOR FIVE (5) MINUTES, 2. STEEL TO STEEL CONNECTIONS SHALL BE MADE BY WELDS OR SCREWS. DRAWINGS, THE FOLLOWING NOTES SHALL GOVERN: FAILURE INDICATES A SATiSFACTC►RY WELD. STUDS BENT TO 15§ MAY BE LEFT BENT, AND HEAVY SLABS, BEAMS, WALLS 3 5 3 1/2 6 11. DESIGN LIVE LOADS: MINIMUM, IN A MECHANICAL BATC:-? !J'XER. ADD WATER AS REQUIRED FOR WORKABILITY. RETEMPER WiTH WATER, AS RZ_ryJ'?E7, FOR WORKABILITY. DO NOT USE MORTAR, WHICH HAS 3. SUBMIT SHOP DRAWINGS FOR REVIEW, SHOWING TYPES OF CONNECTORS TO BE USED TO OPENINGS LESS THAN 4'-0" W -,E: PROVOE 12" WiDE BY 12" DEEP (MIN.) LINTEL WITH THIN WALLS BEGUN TO SET, OR IF MORE THAN TWO (2) HOURS HAS ELAPSED AFTER INITIAL MIXING. FASTEN STEEL FRAMING AND INDICATE TYPE OF CONNECTORS TO ATTACH FRAMING TO 10. CONCRETE COVER SHALL BE AS FOLLOWS: DO NOT ADD AIR -ENTRAINING AGENTS TO MORTAR OR GROUT. GROUT SHALL BE PUDDLED OR TWO (2) #6 BARS TOP AND EOE �C�J. 12. SOIL BEARING PRESSURE: 3000 PSF BUILDING. DETAILS AND BRACING REQUIREMENTS SHALL BE AS REQUIRED BE STRUCTURAL STEEL NOTES VIBRATED IN PLACE. MANUFACTURER'S UTERATURE ALONG WITH SHOP DRAWING SUBMITTAL. PROVIDE SIGNED AND THE DESIGN, FABRICATION. KNO E=cEC T1CN CF STRUCTURAL STEEL FOR BUILDINGS". TiE COLUMNS 1" THE ENGINEER'S REVIEW IS ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE SEALED CALCULATIONS FOR REVIEW. 2. BOLTED CONNECTIONS SHALL BE A325 'FRICTION' TYPE CONNECTIONS UNLESS OTHERWISE PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. EXPOSED UNPROTECTED CONCRETE 1 1/2" 5. MIX GROUT TO HAVE A SLUMP OF 8" TO 10" AT 11ME OF PLACEMENT. COMPRESSIVE THE SITE; FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION, PROCESSES, OR 3. SHOP CONNECTIONS SHALL EE w=ED OR BOLTED. FIELD CONNECTIONS SHALL BE TO THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION; FORMED CONCRETE BELOW GRADE 2" STRENGTH OF GROUT SHALL BE AS SHOWN ON PLANS. 4. LIGHT GAUGE STEEL FRAMING SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: SPECIFIC ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY OF WHICH THE ITEM IS A UNFORMED CONCRETE BELOW GRADE 3" 6. LAY WALLS IN RUNNING BOND. BOND AND INTERLOCK EACH COURSE AT CORNERS AND 18 GAGE AND LIGHTER - ASTM A446 GRADE A OR B OF STEEL CONSTRUCTION". 11. PLACING DRAWINGS AND BAR LISTS SHALL CONFORM TO A.C.i.'S "MANUAL OF STANDARD 5. QUALIFY WELDING PROCESSES ANO %S -DING OPERATORS IN ACCORDANCE WITH AW INTERSECTIONS. USE SPECIAL SHAPED UNITS WHERE RECUIRED. 16 GAGE AND HEAVIER - ASTM A446 GRADE D (50 KSI) OR ASTM A570 GRADE E (50 KSI) "STANDARD QUALIFICATION PR:XURE". PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES.-, (A.C.1. 315) 7. BEAMS AND LINTELS UNLESS O--' 'RWSE SHOWN, SHALL HAVE 8" MINIMUM BEARING AT ALL STEEL IS TO BE GALVANIZED IN ACCORDANCE WITH ASTM A-525. SCREW AND/OR BOLT 12. THE CONCRETE REINFORCING STEEL INSTITUTE SHALL IN ACCORDANCE WITH "THE EACH END. BOLTS CONNECTORS SHALL BE GALVANIZED. WELDS SHALL BE PAINTED AFTER BEiNG MADE. STRUCTURAL STEEL PRIMER PA!`:T MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBUSH NON -SHRINK GROUT 7 PROVIDE cYCP DRAWINGS FOR Rte.'= W INCLUDING DETAILS AND SCHEDULES FOR DETAILS OF CONCRETE REINFORCEMENT UNLESS OTHERWISE INDICATED. pROVIDE_SHOP 8. VERTICAL CELLS TO BE GRO(=M SHALL HAVE VERTICAL AUGNMENT SUFFICIENT TO MISCELLANEOUS DRAWINGS FOR REVIEW PRIOR TO CONSTRUCTiON. MAINTAIN A CLEAR, UNOBSTRUCTED CELL OF NOT LESS THAN 2" BY 3". WALLS AND WEBS OF GROUTED CEU_S SHALL B=' HILLY BEDDED IN MORTAR VERTICAL REINFORCEMENT SHALL 1. GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF DUCT OPENINGS, GRILLES, 13. REINFORCEMENT SHALL BE CAREFULLY PLACED, RIGIDLY SUPPORTED, AND WELL TIED HAVE 3/8" MINIMUM CLEARA!r' F?CIJ THE MASONRY. LOUVERS, ETC., WITH THE MECHANICAL CONTRACTOR BEFORE PROCEEDING WITH THE WORK. WITH BAR SUPPORTS AND SPACERS. 9. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR 14. CONSTRUCTION JOINTS SHALL BE LOCATED NEAR THE MIDDLE OF THE SPANS OF LIFT. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE TO CONSTRUCTION AND FABRICATION. DISCREPANCIES SHALL BE BROUGHT TO THE SLABS, BEAMS, OR GIRDERS. PROVISION SHALL BE MADE FOR TRANSFER OF SHEAR AND GROUTING. SEE DRAW'NGS FOR ADDITIONAL REQUIREMENTS. ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE FABRICATION AND CONSTRUCTION OTHER FORCES THROUGH THE CONSTRUCTION JOINT VIA SHEAR KEYS AND DOWELS. BEGINS. CONSTRUCTION JOINTS SHALL BE CLEAN AND ALL LAITANCE REMOVED. CONSTRUCTION 10. REINFORCING STEEL SHALL BE LAPPED 36 BAR DIAMETERS MINIMUM (UNLESS NOTED JOINTS SHALL BE KEYED. HORIZONTAL CONSTRUCTION JOINTS IN SLABS AND BEAMS SHALL OTHERWISE) WHERE SPLICED, AND SHALL BE EITHER SEPARATED BY ONE BAR DIAMETER OR 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL PERTINENT LOCAL, STATE, AND BE USED ONLY AS APPROVED BY THE ENGINEER. SUBMIT SKETCHES AND DRAWINGS OF WIRED TOGETHER. SEE PLANS FOR ADDITIONAL INFO. FEDERAL BUILDING REGULATIONS. PROPOSED JOINT LOCATIONS AS WELL AS SHEAR KEY AND PROPOSED DOWEL DETAILS FOR Lklm FACILITY ANALYSIS/SQ FOOTAGE REVIEW. 11. MASONRY WALLS SHALL CURE AT LEAST 24 HOURS BEFORE GROUTING. 4. PROVISIONS OF THE AIA GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SQ. FT. 1 BUILDING STORE NO. SHALL APPLY UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS. TEMPLATES, AND DIREC11ON FOR NSTALLATION OF ANCHCR BOLTS AND OTHER EMBEDDED 2/19/99 980245 12. WHEN GROUTING IS STOPPED FOR ONE (1) HOUR OF LONGER, THE GROUT SHALL BE BJB ITEMS TO BE INSTALLED BY OTY.VRS. 4 COPY CENTER STOPPED 1 1/2" BELOW THE TOP OF THE UPPERMOST UNIT. DESIGN DATA CHECK BY 8. PROVIDE T JPORARY SHORING AND BRACING MEMBERS WITH CONNECTIONS OF SUFFICIENT 13. GROUT SHALL BE PLACED IN LIFTS NOT TO EXCEED 8' 0" MAXIMUM. 1. NORMAL WEIGHT CONCRETE (145 PCF) 28 -DAY COMPRESSIVE STRENGTH: 3000 PSI. 8 RECEIVING OFFICE 14. VERTICAL WALL REINFORCING SHALL BE DOWELED TO THE FOOTING BELOW AND EXTENDED 2. CONCRETE MASONRY 28 -DAY COMPRESSIVE STRENGTH OF INDIVIDUAL UNITS (NET AREA) 8 JANI1TOR'S CLOSET THROUGH THE FLOOR FRAMING ABOVE, AND SHALL BE LAPPED WiTH THE NEXT UFT OF 1500 PSI. MASONRY UNITS SHALL CONFORM TO ASTM C90. "ATTACHED STRUCTURES" IS Cr%.r':_r7ED. 9 LADIES RESTROOM REINFORCEMENT OR SHALL BE HOOKED INTO THE BEAM OR SLAB ABOVE. 9. DO NOT USE GAS -CUTTING TCRC�--J=S IN FIELD FOR CORRECTING FABRICATION ERRORS IN 3. GROUT FOR MASONRY 28 -DAY COMPRESSIVE STRENGTH: F'G = 2500 PSI, ASTM C476 STRUCTURAL FRAMING. 15. PROVIDE TWO (2) #9 GAGE REINFORCEMENT EVERY SECOND COURSE IN EXTERIOR WALLS. 13 BULK SALES AREA 10. REINFORCEMENT SHALL BE A LADDER TYPE. (DUROWALL) 4. MORTAR TYPE M ASTM C270. MORTAR TESTS SHALL BE TAKEN TWICE WEEKLY OF MORE 14 SALES AREA OFTEN AS REQUIRED BY THE ARCHITECT/ENGINEER. ERECTION OF STRUCTURAL STS=--_; 16 SPRINKLER ROOM 16. MASONRY SHALL BE ANCHORED TO SUPPORTING BEAMS AND COLUMNS UNLESS OTHERWISE 11 EMBEDMENT ANCHORS SHOWY S:-+ALLI BE NELSON HEADED ANCHORS WITH FLUXED ENDS. NOTED. MASONRY UNITS LAID TO CONCRETE SHALL BE SUPPORTED BY DOVETAIL ANCHORS 5. CONCRETE REINFORCING STEEL:- A615 GRADE 60 EXCEPT TiES AND STIRRUPS GRADE 40. 18 DOCK AUTOMATIC END WELDING SHALL EE MADE IN ACCORDANCE WiTH MANUFACTURER'S SPACED AT 16" OR WITH AND EQUIVALENT SYSTEM. 20 SLAB THICK./P.S.I. 6. STRUCTURAL STEEL: A36 UNLESS OTHERWISE INDICATED. 21 17. GROUTED CELLS WITH A #7 REINFORCING BAR SHALL BE PLACED AT ALL DOOR AND TEST TWO (2) WELDS AT START OF EACH SHIFT, TO CHECK FOR WELD SETUP PROCEDURE BY PLANS RF1 WINDOW JAMBS AND BUILDING CORNERS, AND AS OTHERWISE INDICATED. 7. STRUCTURAL STEEL FOR TUBES A500, 46 KSI. BENDING STUDS WITH HAMMER TO 45 DEGREES FROM VERTICAL POSITION WITHOUT FAILURE. CITY OF St 18. INSTALL SHORES AND BRACING AS RECU'RED BEFORE STARTING GROUTING OPERATION 8. STRUCTURAL STEEL FOR PIPES A501, 36 KSI. SPECIAL NOTES: TEST STUDS MAY NOT BE US=E, . AND UNTiL GROUT HAS REACHED ITS Dr--S-RED STRENGTH. ROD OR VIBRATE GROUT LIFT DURING POURING OPERATION. 9. BOLTS A325F 19. WHERE INTERIOR OR EXTERIOR MASONRY LIN -,ELS ARE NOT SHOWN OR NOTED ON THE 10. ANCHOR BOLTS A307 THAN 36M FILLET WELD BY EEtiO'NG THE STUD 15§ FROM VERTICAL BENDING WITHOUT DRAWINGS, THE FOLLOWING NOTES SHALL GOVERN: FAILURE INDICATES A SATiSFACTC►RY WELD. STUDS BENT TO 15§ MAY BE LEFT BENT, AND 11. DESIGN LIVE LOADS: MAY BE USED. OPENINGS LESS THAN 4'-0" W -,E: PROVOE 12" WiDE BY 12" DEEP (MIN.) LINTEL WITH TWO (2) #5 TOP AND BOTTCV. ROOF: 20 PSF WIND: 110 MPH, SBC 1994 OPENINGS 4'-0" TO 8'-0" WOE: PROVDE 12" WIDE BY 16" DEEP (MIN.) LINTEL WITH TWO (2) #6 BARS TOP AND EOE �C�J. 12. SOIL BEARING PRESSURE: 3000 PSF STRUCTURAL STEEL NOTES 1. STRUCTURAL STEEL CONSTRUC7,GN SMALL CONFORM TO THE "RISC SPECIFICATION FOR SHOP DRAWINGS THE DESIGN, FABRICATION. KNO E=cEC T1CN CF STRUCTURAL STEEL FOR BUILDINGS". THE ENGINEER'S REVIEW IS ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE 2. BOLTED CONNECTIONS SHALL BE A325 'FRICTION' TYPE CONNECTIONS UNLESS OTHERWISE PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. NOTED. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE SITE; FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION, PROCESSES, OR 3. SHOP CONNECTIONS SHALL EE w=ED OR BOLTED. FIELD CONNECTIONS SHALL BE TO THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION; BOLTED, UNLESS OTHERWISE NO=. AND FOR COORDINATION OF THE WORK .OF ALL TRADES. THE ENGINEER'S APPROVAL OF A SPECIFIC ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY OF WHICH THE ITEM IS A 4. CONNECTIONS NOT SHOWN S -?AL EE DESIGNED IN ACCORDANCE WITH THE "AISC MANUAL COMPONENT. OF STEEL CONSTRUCTION". 5. QUALIFY WELDING PROCESSES ANO %S -DING OPERATORS IN ACCORDANCE WITH AW "STANDARD QUALIFICATION PR:XURE". 6. SUBMIT MANUFACTURER'S SPEGFtC:. ION AND INSTALLATION INSTRUCTIONS FOR THE FOLLOWING PRODUCTS, INCLUD'NG WLL TESTS AND OTHER PERTINENT DATA: STRUCTURAL STEEL FOR EACH TYPE OF STEEL BOLTS STRUCTURAL STEEL PRIMER PA!`:T NON -SHRINK GROUT 7 PROVIDE cYCP DRAWINGS FOR Rte.'= W INCLUDING DETAILS AND SCHEDULES FOR Lklm FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN FABRICA11Cy AND ASSEMBLY CFST; UCTURAL STEEL MENABERS. PROVIDE SETTING DRAWINGS, SQ. FT. 1 BUILDING STORE NO. SCALE TEMPLATES, AND DIREC11ON FOR NSTALLATION OF ANCHCR BOLTS AND OTHER EMBEDDED 2/19/99 980245 3 CHECKOUT AREA BJB ITEMS TO BE INSTALLED BY OTY.VRS. 4 COPY CENTER CHECK BY 8. PROVIDE T JPORARY SHORING AND BRACING MEMBERS WITH CONNECTIONS OF SUFFICIENT 8 RECEIVING OFFICE STRENGTH TO BEAR IMPOSED LOADS UNTiL FINAL CONNECTIONS AND FULL ASSEMBLY OF 8 JANI1TOR'S CLOSET "ATTACHED STRUCTURES" IS Cr%.r':_r7ED. 9 LADIES RESTROOM 9. DO NOT USE GAS -CUTTING TCRC�--J=S IN FIELD FOR CORRECTING FABRICATION ERRORS IN 11 MANAGERS OFFICE STRUCTURAL FRAMING. 13 BULK SALES AREA 10. TOUCH UP PAINT WILL BE APF' -'ED TO CLEANED, EXPOSED AREAS IMMEDIATELY AFTER 14 SALES AREA 15 STORAGE ERECTION OF STRUCTURAL STS=--_; 16 SPRINKLER ROOM 11 EMBEDMENT ANCHORS SHOWY S:-+ALLI BE NELSON HEADED ANCHORS WITH FLUXED ENDS. 18 DOCK AUTOMATIC END WELDING SHALL EE MADE IN ACCORDANCE WiTH MANUFACTURER'S 19 TRUCKWEL1_ 20 SLAB THICK./P.S.I. RECOMMENDATIONS AND EQUiP%l--_NT. 21 TEST TWO (2) WELDS AT START OF EACH SHIFT, TO CHECK FOR WELD SETUP PROCEDURE BY PLANS RF1 23 BENDING STUDS WITH HAMMER TO 45 DEGREES FROM VERTICAL POSITION WITHOUT FAILURE. CITY OF St a SPECIAL NOTES: TEST STUDS MAY NOT BE US=E, . VISUALLY INSPECT ALL WELDS Fes, FULL 360§ FILLET. HAMMER TEST STUDS WITH LESS THAN 36M FILLET WELD BY EEtiO'NG THE STUD 15§ FROM VERTICAL BENDING WITHOUT FAILURE INDICATES A SATiSFACTC►RY WELD. STUDS BENT TO 15§ MAY BE LEFT BENT, AND MAY BE USED. Lklm FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SQ. FT. 1 BUILDING STORE NO. SCALE 2 CASH OFFICE 2/19/99 980245 3 CHECKOUT AREA BJB LINEALS 4 COPY CENTER CHECK BY 5 ELECTRICAL ROOM 24,654 8 RECEIVING OFFICE 7 CORRIDORS 8 JANI1TOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWEL1_ 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEIUNG HEIGHT: SPECIAL NOTES: V! -LD FORD NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE. ARE HEREBY SPECIFICALLY RESERVED. Alm PVT M=W DOWPOA-0 MOO 2200 Old Germantown Road Delray Beach, FL 33445 OFFICE DEPOT 6 00 5 1278 4$ THE OFFICE PLACE 561/265-4178 (FAX) IF DESCRIPTION STRUCTURAL NOTES LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 2/19/99 980245 AS NOTED BJB LINEALS SQUARE FT CHECK BY 24,654 DWG. NO. co PLOT SCALE: 3/4" -1 -0 FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SQ. FT. 1 BUILDING 2 CASH OFFICE SPRINKLER PLAN GENERAL NOTES 3 CHECKOUT AREA 1. STORE RACKS ARE BY OFFICE DEPOT. 4 COPY CENTER 2 ALL RACKS HAVE WIRE SHELVES. 5 ELECTRICAL ROOM 3. ALL SPRINKLER ONES TO BE INSTALLED IN OPEN WEB PORTION OF BAR JOISTS. - 6 RECEMNG OFFICE 7 CORRIDORS 4. ALL MAINS AND BRANCHES TO BE TIGHT TO UNDERSIDE OF WOOD ROOF DECK 8JANITOR'S CLOSET AND TIGHT TO BOTTOM OF STEEL BEAMS OR GIRDERS, MINIMUM CLEAR HEIGHT SHALL BE 18'-0" ABOVE FINISH FLOOR. 9 LADIES RESTROOM 5. FIRE EXTINGUISHERS FURNISHED BY OFFICE DEPOT AND INSTALLED BY G.C. 10 EMPLOYEE'S LOUNGE 6. ALL STORE RACKING HAS WIRE SHELVES. 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA FIRE SPRINKLER SYSTEM DESIGN 14 SALES AREA FIRE SPRINKLER SYSTEM DESIGN N.F.P.A. 231C (REFERENCE FOR SALES AND RECEIVING 15 STORAGE AREAS) AS FOLLOWS: 16 SPRINKLER ROOM 1. TABLE 6-11.1 STORAGE OVER 12 FT. UP TO 20 FT. 17 BREAK BULK WITH DOUBLE ROW RACKS AND AISLES WIDER THAN 6 FT. (ACTUAL STORAGE HEIGHT WILL BE 16 FT.). 18 DOCK A. COMMODITY CLASS IV. 19 TRUCKWELL B. MERCHANDISE IN NON—ENCAPSULATED/ON OPEN WIRE MESH SHELVES. C. AISLES ARE MIN. 6 FT. WIDE UP TO 14 FT. WIDE. 20 SLAB THICK./P.S.I. D. IN—RACK SPRINKLERS ARE NOT MANDATORY AND SHALL BE USED ONLY IF IF OTHER DESIGN OPTIONS ARE NOT VIABLE OR FEASIBLE. 21 E. CEILING SPRINKLER WATER DEMAND, WITHOUT IN—RACK SPRINKLERS, (SEE FIGURE 6-11.1d, INTERPOLATING BETWEEN CURVES "E" do "G", 22 AND APPLY FIGURE 6-8.2) 23 2. FIGURE 6-11.1d SPRINKLER SYSTEM DESIGN CURVES, WITH CONVENTIONAL PALLET FLOOR FINISH: BEING USED. A. BETWEEN CURVE "E" AND "G" DOUBLE ROW RACKS WITH 6 FT. AISLES AND -CEILING HEIGHT: 2867 CEILING SPRINKLERS. B. DENSITY SHOWN AT 20 FT. STORAGE HT. OVER THE MOST REMOTE 2,000 SPECIAL NOTES: SQ. FT. IS .5365 G.P.M. 3. FIGURE 6-8.2 CEILING SPRINKLER DENSITY VERSUS STORAGE HEIGHT. A. HEIGHT OF STORAGE WILL BE 16 FT. B. PERCENT OF DESIGN CURVE DENSITY IS 65%. C. THEREFORE (FROM FIGURE 6-11.d) .5365 G.P.M. x 65% (FROM FIGURE 6-11.d) A DENSITY OF .3487 G.P.M. MINIMUM DESIGN SHALL BE 0.349 G.P.M. PER SQUARE FOOT OVER THE MOST HYDRAUI ICAC 1 X REMOTE 2.000 SQUARE FEET REVISIONS 4. THE SPRINKLER DESIGN AND HYDRAULIC CRITERIA SPECIFIED ON THE DRAWINGS DATE BY SYMBOL DESCRIPTION IS BASED UPON PROTOTYPICAL CONDITIONS. THE FIRE SPRINKLER CONTRACTOR , SHALL ADJUST THE CRITERIA IN ACCORDANCE WITH NFPA 231C AS REQUIRED /7, \1.1 1 0.1� 0.2� FOR THIS SPECIFIC PROJECT AND FIXTURE PLAN AS NECESSARY TO ACCOMMODATE THE AISLE WIDTHS AND RACKING ARRANGEMENTS SHOWN ON THE FIXTURE PLAN. 5. THE ABOVE DESIGN PARAMETERS ARE GIVEN TO ESTABLISH A BASIC FIRE 1 SPRINKLER DENSITY, HOWEVER EACH INDIVIDUAL STORE LOCATION WILL BE GOVERNED BY LOCAL CODE REQUIREMENTS THAT MAY REQUIRE A GREATER DENSITY. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE TO MAKE SURE THAT THE FIRE I SPRINKLER CONTRACTOR HAS RECEIVED AND IS ADHERING TO THE DESIGN PARAMETERS AS SET FORTH BY LOCAL CODE. I I I I t I I I I I 7. AT THE TIME OF BIDDING THE SUB—CONTRACTORS SHALL PROVIDE THE DESIGN ..1 DENSITIES IN THEIR BID. — — _ — D *** ; rrr ; «rs rss I «ss «ss i «� I *rr *** *** I «r* ** **s� � _ � — — — — — —�, 8 REFER T AL REQUIREMENTS AND O SECTION 15G OF THE SPECIFICATIONS BOOK BOOK FOR I , , i I n II I /C L. -J _ � .. ImocATm I II I SIAMESE —► I I 1 1 1 � C../ MANUAL FIRE STATIONS/ * i � I� *� it ii' w �� ��*� *i• iw • . � I � I ,I.I , iw � ar I• II I � * 1 t � I! +! !! *!! ;w *�;* � ;w � * •l;• i•,•' : '+' • ,. i w w . +!!•' •!�•! n I i I i FI + i i I + u n t Ii • + ; n n RE ALARM REQUIREMENTS I i t 1 i I if (—I t I; .MANUAL PULL STATIONS AND LOCAL ALARM SYSTEM, IF REQUIRED BY + �i + �I � + It $ III � +*► I�I ** It ** I'{i *w +w ���! +w i! i + 'itIi *+ + I i • .: • I� !I • : • I1 � . iIi II . II 4jJIIlw I( + �w I I i —C-.- 2 CODE, WILL BE FURNISHED AND INSTALLED BY OFFICE DEPOT. HORN STROBES WILL SOUND ON PULL STATION ACTIVATION OR WATER FLOW AND THESE u L J WILL BE LOCATED IN THE SALES, RECEIVING, AND OFFICE AREAS. NOTIFY , OFFICE DEPOTS LOSS PREVENTION DEPARTMENT OF LOCAL ALARM PANEL — I I I II� I j 1 ' Ir I It ® (— — — 7 n 1 1 SPECIFICATIONS PRIOR TO AWARDING OF CONTRACT TO G.C. .—1 I I B i �� I � • I. 1 I, i • I I � I 1 I i I II I ! w. w lw w ww I IF CODES A OX REQUIRE KN Q BOX, SUCH SHALL BE FURNISHED AND * � x � t * * * * I w + '� �I �► � � + � +, i I I I I INSTALLED BY G.C. THIS BOX MUST INCLUDE TAMPER SNATCHES , , ! � I, I I II � i ! — WITH 3/4 CONDUIT TO THE INTERIOR OF THE BUILDING. I i Il i I = L _ T� _�� — — — — / -i-_ C�1, MISCELLANEOUS SECURITY REQUIREMENTS 1 I I I THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR SUPPLYING *I+Ijw * '+ * w s w w LOCKS AND KEYS PER THE KEYING SCHEDULE AS SHOWN ON THE DOOR / r AND HARDWARE SCHEDULE. REFER ARCHITECTURAL DRAWINGS. c — — — — — — --- —— — — — i ! — — — — — — — — — — — El I � I i •« i �« i j �* i «« i i *• ! i ! •* I i i *� � }- - - - 'e --�. SPRINKLER A LARM REQUIREMENTS ALL SHUTOFF VALVES REQUIRE THE USE OF TAMPER DETECTION DEVICES TO BE SUPPLIED AND INSTALLED BY THE SPRINKLER CONTRACTOR. TAMPER DEVICES ARE TO BE MANUFACTURED BY POTTER ELECTRIC SIGNAL COMPANY. A. OUTSIDE SCREW AND YOKE SUPERVISORY SWITCH OSYSU—A. ! I I I B. POST INDICATOR VALVE SUPERVISORY SWITCH PIVS—B.I I — — — — — — — — — — — — I - I— I C. PLUG TYPE SUPERVISORY SWITCH PTS—B. (FOR USE IN PIT �(� — I / VALVE SUBJECT TO FLOODING ONLY.) * * r — — — — ( !i — �� 0 i i i I Imo' �I II \% I — -j — — — — B� �--t A SINGLE FIRE DEPARTMENT SIAMESE CONNECTION SHALL BE PROVIDED TO SERVE '{ I I I II I I !I •1!• •!�• * I r I I F-1 w„+ wuw + •,• w + I ALL SPRINKLERS UNLESS LOCAL CODES REQUIRE MORE THAN ONE. � 1 Lj FIRE DEPARTMENT ALARM SIGNAL IF REQUIRED BY CODES MUST BE PROVIDED BY I ( I c _ — JL — _ = I �I o i OFFICE DEPOT. * I I I I v ! 1� I ' I -- * i . t I i _ STEVEN Z EFS I IN ARCH T -: CT PROVIDE ONE (1) VANE TYPE WATERFLOW SWITCH WITH RETARD, SERIES VSR—D, !I �I (� II I 1 w, I • a•� wi •I • • + I • • AS MANUFACTURED BY POTTER ELECTRIC SIGNAL CO. OR APPROVED EQUAL, IN SIZE I� CDL ---- II ! a I ! ii !° u ' * — 1 — — 'g 1� ARCHIT'ECTURE PLANNING AND DESIGN AS REQUIRED FOR THE RISER USED. THIS IS FOR USE WITH WET SPRINKLER SYSTEMS. — — —!� I _ _ _ _ _ — J® I I I n iE !!I I w —� 700 N. E 74th STREET THIS SWITCH SHALL BE INSTALLED FOR USE WITH OFFICE DEPOTS ALARM SYSTEM. i ® " i �� ( ! li 1i iII , +- ( — —1 I I I BOCA RA N FLORIDA 33487 ! x t f i * I + t — J ' I PHONE (581) 999-9290 - - - - - - - -�— - - - - - - —�- _ _ !I ! p,_ - - - - - - - - I- �-1- - _ I I _ - - - /B. FAX (561) 999-0119 ' II I �; N BACK FLOW PREVENTION DEVISES. -_ I I I z ;:; !; 1 I=1 I w I I.; I I L LJ THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE ALL 'A� NOTICE REQUIREMENTS RELATIVE TO WATER SUPPLIES FOR THE SPRINKLER SYSTEM. THE FIRE' I , ., • ,,, ,, , «L w • , • ,+ I * + I �_ I I ' II i i li II t i i ' I I ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON - PROTECTION CONTRACTOR SHALL FURNISH AND INSTALL BACKFLOW PREVENTION DEVICES FlDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT AND ALL OTHER SPECIALTY VALVES, METERING, DETECTORS, AND ACCESSORIES AS JL_ — _ I 5 1 t tl Ii li ; i REQUIRED TO COMPLY WITH CODES AND THE REQUIREMENTS OF THE WATER UTILITY. — _ i I C = c _ !! I! ( i —' —I I PRIOR WRITTEN CONSENT OF THE ARCHITECT. J All COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE. IN THE EVENT CODES AND REGULATIONS REQUIRE A BACKFLOW PREVENTION DEVICE ARE HEREBY SPECIFICALLY RESERVED. II I .. ■ 1 ON THE SPRINKLER RISER, THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE AH I II ( * �+ ••� S +a • , w ; + ' • • + I�+ w ,► I VERTICAL TYPE WHENEVER POSSIBLE (SUBJECT TO APPROVAL BY LOCAL I I „, I I i,A2� AUTHORITY) IN ORDER TO MINIMIZE THE FLOOR SPACE REQUIRED FOR PIPING I AND BACKFLOW DEVICE LAYOUT. , — — _ — — — -- ® ® i i i i 1 i I I L� — —1 —� CA1 I I 1 I +I+ `I JTM1 LEGEND ««* 12'-0" HIGH RACKS J , i I -- ----------- - - r -I - I I I� (• I I-_ * _�__-- *� _ *« _! r , 10'-0" HIGH RACKSDmEPOPA"Mm II II II II « 5'—O" GONDOLAS i I II III II II — — — — l *«« ... I ... i ... ! «*« I s«s «*« ! ««« ««« ! I — *« «« «« -_I 2200 Old Germantown Road Delra Beach, FL 33445 OFFICE DEPOT ( I 561 278-4800 t I 561/265-4178 (FAX) THE OFFICE PLACE I i • I I i I I I DESCRIPTION STORE RACK & SPRINKLER PLAN LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 2/19/99 980245 3/32"=1'-0' BJB LINEALS SQUARE FT CHECK BY 24,654 DWG. NO. PLAt-SiY�td�i�4tis. CITY OF SU11FOR I o L PLOT SCALE: 3/32"=1'-0 CONSTRUCTION PLAN KEY NOTES � Oj PROVIDE A 5'-0" x 4'-6" CONCRETE PAD AT EXIT DOOR. OCARPET (CPT -1) THIS WALL (SHOWN DASHED) FROM FINISH FLOOR TO 8'-0" ABOVE FINISHED FLOOR, FINISH TOP AND SIDE EDGES WITH TRANSITION STRIP (T--4). OPROVIDE HANDICAPPED RAMP WITH MAXIMUM 1:12 SLOPE. PROVIDE DIAMOND MESH STAMPED CONCRETE OR APPROVED DETECTABLE WARNING SURFACE PER A.D.A. REQUIREMENTS. O8"0 CONCRETE FILLED STEEL PIPE BOLLARD. SEE DETAIL 5/C-1. PAINT EXP #4. O CART RAIL FURNISHED AND INSTALLED BY OFFICE DEPOT. O PROVIDE LADDER TO ROOF HATCH. SEE DETAIL 1, 2, & 3/A-3.0. O PROVIDE GYPSUM WALLBOARD HEADER 0 8'-0" A.F.F. SEE DETAIL 13/A-1.1. MILLWORK, FIXTURES, AND ACCESSORIES FURNISHED AND INSTALLED BY OFFICE DEPOT. SEE DETAIL 23/A-1.2 FOR BLOCKING REQUIREMENTS. OMILLWORK FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. SEE DETAILS 19, 20, 21, 22, & 23/A-1.2 FOR INFORMATION AND BLOCKING REQUIREMENTS. �o PROVIDE NEW EXIT DOOR IN EXISTING WALL. SEE DOOR SCHEDULE SHEET A-5.0 FOR INFORMATION. EXISTING SPRINKLER RISER LOCATION. PROVIDE A NEW 5'-0" W. x 3'-0" D. x 8'-0" H. CHAIN LINK FENCE WITH GATE AS SHOWN. 0 PROVIDE WOOD BLOCKING FOR OFFICE DEPOT SUPPLIED AND INSTALLED RACKING. SEE DETAIL 4/A-1.4. QPROVIDE A NEW STANLEY CLEAR ANODIZED ALUMINUM AUTO -SLIDING DOOR SYSTEM. SEE DOOR SCHEDULE SHEET A-5.0 FOR ADDITIONAL INFORMATION. la LINE OF NEW CANOPY ABOVE. �s EXISTING LANDSCAPE AREA i 18 PROVIDE 3/4" FIRE RETARDANT PLYWOOD FROM FINISHED FLOOR TO 8'-0" A.F.F. OVER GYPSUM WALL BOARD ON THE BULK SALES SIDE ONLY. PAINT PER FINISH SCHEDULE. NEW CMU #3 BUILDING ADDITION. SEE ENLARGED PLAN SHEET A-1.3 AND STRUCTURAL DRAWING S-3 FOR INFORMATION. �e EXISTING BUILDING COLUMN TO REMAIN. SEE STRUCTURAL DRAWINGS FOR MODIFICATIONS AS REQUIRED. 19 LINE OF EXISTING CONC. CURB TO REMAIN. LINE OF EXISTING SIDEWALK TO REMAIN. � EXISTING EXIT DOOR TO REMAIN. NEW BUILDING COLUMN. SEE STRUCTURAL DRAWINGS FOR INFORMATION. 0 MILLWORK CHAIR DISPLAY BY OFFICE DEPOT. GENERAL CONTRACTOR TO PROVIDE CARPET (CPT -1) OVER ENTIRE DISPLAY. PROVIDE A 42" x 42" MASONRY OPENING FOR A 38" x 38" COMPACTOR DOOR IN NEW WALL. BOTTOM SILL OF DOOR AT 48" ABOVE FINISHED FL. SEE DETAIL 10/A-5.0 FOR ADDITIONAL INFORMATION. PROVIDE A 8'-0"W x 10'-Q'H OVERHEAD COILING DOOR IN NEW WALL. PROVIDE NEW EXIT DOOR IN NEW WALL. SEE DOOR SCHEDULE SHEET A-5.0 FOR ADDITIONAL INFORMATION. © NEW CROSS -BRACING. SEE STRUCTURAL DRAWINGS FOR INFORMATION. ® PROVIDE CONTINUOUS GYPBOARD SURFACE AT DISPLACED PANEL JOINTS. 0 FLARE SIDES OF RAMP TO ENSURE SMOOTH TRANSISTION IN ALL DIRECTIONS. PROVIDE A 4'-6" x 4'-6" CONCRETE PAD AT EXIT DOOR. O WIND COLUMN BRACE. SEE DETAIL 6/5-2. CONSTRUCTION PLAN NOTES 1. SEE SHEET A-1.1 FOR WALL TYPE SECTIONS AND DETAILS. 2. SEE SHEET A-4.0 FOR EXTERIOR FINISH LEGEND. 3. SEE SHEET A-5.0 DOOR SCHEDULES AND DETAILS. 4, SEE SHEET A-6.0 FOR INTERIOR FINISH SCHEDULES. 5. ALL WOOD FRAMING, BLOCKING, ETC. SHALL BE FIRE RETARDENT TREATED LUMBER. THE GENERAL CONTRACTOR IS RESPONSIBII F TO PROVIDE 'WOOD BLOCKING AS REQUIRED PER CODE FOR THE INSTALLATION OF ALL MILLWORK, TOILET ACCESSORIES, ETC. 6. ALL MILLWORK IS TO BE SUPPLIED VD INSTAI I E D BY OFFICE DEPOT. UNLESS OTHERWISE NOTED. PER KEYNOTE g LAVATORY MILLWORK IN RESTROOMS AND EMPLOYEE LOUNGE IS TO BE r RNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. 7. ALL MASONRY JOINTS SHALL BE TOOLED. 8. OFFICE DEPOT WILL FURNISH AND INSTALL PORTABLE FIRE EXTINGUISHERS OF THE TYPE, SIZE AND QUANTITY AS DIRECTED BY THE LOCAL FIRE MARSHAL. 9. PROVIDE CORNER GUARDS FROM FINISHED FLOOR TO 8'-0" A.F.F. AT AL GYPSUM WALLBOARD CORNERS. 10. CARPET TO BE INSTALLED TO TOE -KICK AT ALL MILLWORK. 11. EXISTING FIRE PROOFING ON BAR JOIST, BEAMS AND METAL DECK TO REMAIN. PROTECT AND REPAIR AS NECESSARY TO INSURE 1 HOUR FIRE RATING. EXISTING UL ASSEMBLY #P710. SEE DETAIL 1/A-1.0. CONSTRUCTION PARTITION LEGEND NEW 6" METAL STUDS 0 16" O.C. WALL/INFILL W/ 5/8" GYPSUM PI WALL BOARD (INTERIOR) AND PL YWOOD/E.I.F.S. (EXTERIOR). EXTEND G.W.B. FROM FINISHED FLOOR TO UNDERSIDE OF ROOF DECK OR TO 4" ABOVE ACOUSTICAL CEILING IN OFFICES. SFE DETAIL 1/A-1.1 AND STRUCTURAL DRAWINGS. P? NEW 4" OR o"" METAL STUDS 0 16" O.C. WAL L/INFIL! W/ 3/4" PLYWOOD, METAL LATH AND STUCCO (INTERIOR) AND PLYWOOD/ E.I.F.S. (EXTERIOR). SEE DETAIL 2/A-1.1 AND STRUCTURAL DRWGS. P3 3-5/8" 20 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM WALL BOARD BOTH SIDES. EXTEND G.W.B. FROM FINISH FLOOR TO THE UNDERSIDE OF ROOF DECK ON SALES SIDE AND TO UNDERSIDE OF G.W.B. CEILING IN VESTIBULE. SEE DETAIL 3/A-1.1. Pa 3-5/8' 20 GAUGE METAL STUDS AT 16' O.C. WITH 5/8" '}"" GYPSUM WALL BOARD BOTH SIDES. EXTEND G.W.B. FROM FINISH 1 FLOOR TO THE UNDERSIDE OF ROOF DECK. SEE DETAIL 4/A-1.1. P5 FLOOR TO UNDERSIDE OF ROOF DECK OR TO 4' ABOVE 3 NOT USED. pg 3-5/$" 20 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" NOTE: EXISTING EXTERIOR/DEMISE MASONRY WALLS ARE 1 HOUR. GYPSUM WALL BOARD BOTH SIDES. EXTEND O.W.B. FROM FINISH EXISTING CONCRETE TILT PANEL WALL TO REMAIN. FLOOR TO THE UNDERSIDE OF ROOF DECK ONE SIDE AND TO 4" PROVIDE 5/8" GYPSUM WALL BOARD ON 3-1/2" METAL FURRING CORRIDORS ABOVE ACOUSTICAL TILE CEILING OTHER SIDE. SEE DETAIL JANITOR'S CLOSET 6/A-1.1. p� 3-5/8" 20 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" EMPLOYEE'S LOUNGE GYPSUM WALL BOARD BOTH SIDES. EXTEND G.W.B. FROM FINISH MANAGERS OFFICE FLOOR TO THE UNDERSIDE OF ROOF DECK ONE SIDE AND TO 4" MEN'S RESTROOM ABOVE ACOUSTICAL TILE CEILING OTHER SIDE. PROVIDE 3' BATT SCHEDULE FOR INTERIOR FINISH. PROVIDE CERAMIC TILE ON INSULATION FOR SOUND ATTENUATION IN WALLS AND ABOVE RESTROOM WALLS. RESTROOM CEILING. SEE DETAIL 7/A-1.1. pg 3-5/8' 25 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" EXISTING METAL STUD/GYPSUM WALL BOARD WALL TO REMAIN. GYPSUM WALL BOARD BOTH SIDES. EXTEND G.W.B. & STUDS FROM ` FINISH FLOOR TO 4' ABOVE ACOUSTICAL TILE CEILING BOTH SIDES. DOCK PROVIDE SUPPORT KICKERS PER DETAIL 8/A-1.1. pg 3-5/8' 25 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" SLAB THICK./P.S.I. GYPSUM WALL BOARD BOTH SIDES. EXTEND G.W.B. & STUDS FROM FINISH FLOOR TO 4' ABOVE ACOUSTICAL TILE CEILING BOTH SIDES. PROVIDE SUPPORT KICKERS. PROVIDE 3" BATT INSULATION FOR SOUND ATTENUATION IN WALLS AND ABOVE RESTROOM FLOOR FINISH: CEILING. SEE DETAJL 9/A-1.1. CEILING HEIGHT" 3-5/8" 20 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" SPECIAL NOTES: GYPSUM WALL BOARD BOTH SIDES. EXTEND G.W.B. FROM FINISH FLOOR TO UNDERSIDE OF ROOF DECK ON CASH OFFICE SIDE AND TO 4" ABOVE ACOUSTICAL TILE CEILING OTHER SIDE. SEE DETAIL SEE DETAIL 10/A-1.1. ply (2) 3-5/8' 25 GAUGE METAL STUDS AT 16" O.C. WITH 5/8' GYPSUM WALL BOARD ONE SIDE OF BOTH STUDS. EXTEND G.W.B. FROM FINISH FLOOR TO 4" ABOVE ACOUSTICAL TILE CEILING. PROVIDE 3" BATT INSULATION FOR SOUND ATTENUATION IN WALLS AND ABOVE RESTROOM CEILING. SEE DETAIL 11/A-1.1. Pt NEW CONCRETE BLOCK WALT_ ADDITION. SEE DETAIL 12/A-1.1 AND STRUCTURAL DRAWINGS. 0 0 A � � 0 4 0 o ;o a N 4 UcS r U o a �o a 1 24'4' 4 ELEV. I1EV• 1 SSE 4 ELE`tATIOI*t �� SEE 3 ElEVATION A-4.0 Ne r -Ii �0.1 X0.2) I ATION PLANS E'�' EIA 1TY OF SAMFORS EXISTING CONCRETE TILT PANEL WALL TO REMAIN. EXl PROVIDE 5/8" GYPSUM WALL BOARD ON 1-1/2" METAL FURRING 1 CHANNELS 0 16' O.C. (INTERIOR). EXTEND G.W.B. FROM FINISHED 2 FLOOR TO UNDERSIDE OF ROOF DECK OR TO 4' ABOVE 3 CHECKOUT AREA ACOUSTICAL CEILING IN OFFICES. SFE DETAIL 1/A-1.1 (SIMILAR). CORY CENTER NOTE: EXISTING EXTERIOR/DEMISE MASONRY WALLS ARE 1 HOUR. ELECTRICAL ROOM EXISTING CONCRETE TILT PANEL WALL TO REMAIN. Exna PROVIDE 5/8" GYPSUM WALL BOARD ON 3-1/2" METAL FURRING CORRIDORS CHANNELS 0 16' O.C. (INTERIOR). EXTEND G.W.B. FROM FINISHED JANITOR'S CLOSET FLOOR TO UNDERSIDE OF ROOF DECK. SEE DETAIL 1/A LADIES RES -MOM (SIMILAR) EMPLOYEE'S LOUNGE NOTE: EXISTING EXTERIOR/DEMISE MASONRY WALLS ARE 1 HOUR. MANAGERS OFFICE EXISTING CONCRETE TILT PANEL WALL TO REMAIN. SEE FINISH MEN'S RESTROOM 13 SCHEDULE FOR INTERIOR FINISH. PROVIDE CERAMIC TILE ON 14 RESTROOM WALLS. 15 NOTE: EXISTING EXTERIOR/DEMISE MASONRY WALLS ARE 1 HOUR. 18 EXISTING METAL STUD/GYPSUM WALL BOARD WALL TO REMAIN. 17 BREAK BULK PAINT PER FINISH SCHEDULE. 0 0 A � � 0 4 0 o ;o a N 4 UcS r U o a �o a 1 24'4' 4 ELEV. I1EV• 1 SSE 4 ELE`tATIOI*t �� SEE 3 ElEVATION A-4.0 Ne r -Ii �0.1 X0.2) I ATION PLANS E'�' EIA 1TY OF SAMFORS STEWN ENMCHRECT ARCHITELTLIRE PLANNING AND DESIGN 700 N. E. 74th STREET SOCA RATON FLORIDA 33487 PHONE 99- FAX (5(61) 561 )999 -0119 0 NOTICE r ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT, ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road Delray Beach, FL 33445 OFFICE DEPOT 561/278-4800 THE OFFICE PLACE 561/265-4178 (FAX) DESCRIPTION PLOT SCALE: DWG. N9, ['ACAUTY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN x SQ. FT. 1 BUILDING 2 CASH OFFICE 3 CHECKOUT AREA 4 CORY CENTER 5 ELECTRICAL ROOM 6 RECEIVING OFFICE 7 CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RES -MOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 HULK SALES AREA 14 SAID AREA 15 STORAGE 18 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWEII 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT" SPECIAL NOTES: STEWN ENMCHRECT ARCHITELTLIRE PLANNING AND DESIGN 700 N. E. 74th STREET SOCA RATON FLORIDA 33487 PHONE 99- FAX (5(61) 561 )999 -0119 0 NOTICE r ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT, ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road Delray Beach, FL 33445 OFFICE DEPOT 561/278-4800 THE OFFICE PLACE 561/265-4178 (FAX) DESCRIPTION PLOT SCALE: DWG. N9, CONTINUOUS TOP TRACK CONTINUOUS TOP TRACK SECURED TO BOTTOM SECTION SECURED TO BOTTOM SECTION OF ROOF DECK W/ SELF OF ROOF DECK W/ SELF OOF STRUCTURE " OOF STRUCTURE TAPPING TEK SCREWS/// -ROOF STRUCTURE TAPPING TEEK SCREWS OOF STRUCTURE EXTEND GYPSUM WALL — BOARD TO BOTTOM OF, ROOF DECK WHERE ACOUSTICAL TILE CEILING DOES NOT OCCUR EXTEND GYPSUM WALL � EXTEND GYPSUM WALL BOARD TO BOTTOM OF () BOARD TO BOTTOM Or- EXTEND F EXTEND GYPSUM WALL ROOF DECK. ROOF DECK. BOARD 4" ABOVE ACOUSTICAL TILE CEILING ACOUSTICAL TILE ACOUSTICAL TILE FIRE STOP AT CEILING INTERECTION FIRE STOP AT CEILING INTERECTION CEILING (WHERE SPEC.) CEILING (WHERE SPEC.) _ & AT 8'-0" O.C. MAX. 3c AT 8'-0" O.C. MAX. ¢ <--EXISTING CONCRETE TILT EXISTING CONCRETE TILT - PANEL WALL PANEL WALL 5/8" GYPSUM WALL _ " = 5/8" GYPSUM BOARD (PAINT PER FINISH 1 (MIN) E.I.F.S. #1 OVER 1" (MIN) E.I.F.S. #1 OVER WALL BOARD ON 5/8" GYPSUM HAL!. 5/8" GYPSUM WALL SCHEDULE) 15# FELT - 15# FELT 6 METAL STUDS BOARD (PAINT PER FINISH BOARD (PAINT PER FINISH 3/4" PLYWOOD, METAL LATH & 0 16 O.C. SCHEDULE) SCHEDULE) 1 1 2" METAL FURRING 3/4" PLYWOOD OVER SKIM COAT OF STUCCO. OVERLAP 3 5/8" 20 GAUGE METAL 3 5/8' 20 GAUGE METAL CHANNELS 0 16" O.C. 6 CEE 18 GA 0 24" O.C. JOINT 3" W/ LATH AND STUCCO. 4 CE PLYWOOD OVER STUDS 0 16" O.C. STUDS 0 16' O.C. 4 CEE 16 GA 0 12 O.C. _ - AT 7" PANEL OR 6 CEE 18 CA 0 24" O.C. AT 9" PANEL CONTINUOUS BOTTOM 5/8" GYPSUM WALL 5/8' G•fPSl11.( WALL- CONTINUOUS BOTTOM = BOARD (PAINT PER FINISH TRACK SECURED TOTRACK SECURED TO BOARD (PAINT PER FINISH = SCHEDULE) SLAB W/ .145 x 1/2" SC- EDUI=) SLAB W/ .145 x 1/2 - POWDER /2"POWDER ACTUATED FASTENERS POWDER ACTUATED FASTENERS a 16" O.C. ® 16" O.C. BASE (SEE FINISH SPECS.) FLOOR SLAB BASE (SEE FINISH SPECS.) I FLOOR SLAB BASE (SEE FINISH SPECS.) FLOOR SLAB BASE SEE FINISH SPECS.) FLOOR SLAB ( S EC ) INTERIOR =Z EXTERIOR INTERIOR EXTERIOR VESTIBULE SALES AREA 1" (MIN) E.I.F.S. #1 OVER EXISTING CONCRETE TILT 1" (MIN) E.I.F.S. #1 OVER 15# FELT PANEL WALL 15# FELT EXISTING CONCRETE TILT PANEL WALL 3(4" PLYWOOD OVER 314" PLYWOOD OVE 5/8" GYPSUM WALL 5/8" GYPSUM WALL 6' METAL STUDS 6 METAL STUDS 3 5/8" 20 GAUGE METAL BOARD (PAINT PER FINISH 3 5/8' 20 GAUGE METALA BOARD (PAINT PER FINISH STUDS 0 16" O.C. SCHEDULE) STUDS 0 16' O.C. SCHEDULE) I 1 5/8" GYPSUM WALL /11/2- METAL FURRING 3/4" PLYWOOD, METAL LATH & BOARD (PAINT PER FINISH " SKIM COAT OF STUCCO. OVERLAP SCHEDULE CHANNELS ®16 O.C. . JOINT 3" W/ LATH AND STUCCO. P _ A N/SECTION PARTITION TYPVSFU=:, A,..E PFI �:... _.� �,,.. , . � ... ..� :. .�� �_- _PION PARTITI N T.a A ,�L0 YP E P 2 3 PLAN S C �.E TION PARS k. N ..1fE�,P ., __ a # . " " PLAN SECTION PARTITION TYPE P Nz0 QEDR1/2"=l'-O" — — '•�,Y +=-.•5}•,os ...:x.rr - mn.1:,.rrm+ni rnrrl —=u - sw-:' -- �.. - rr s.T.+1 Al r.w.,. `: r A...,1,.1: SCALE.1/2 -1 0 P1 A .1.1":': .SCAL I~: T`/2 3 " - SCALc. =1 -0 - SAL 1/2"=l' -O" { P2 A-1.1 SCALE:1 /2"=1 -0 P3 A 1 1 E: 1 /2. P4 A 1.1 SCALE: /2" 1, " CONTINUOUS TOP TRACK CONTINUOUS TOP TRACK SECURED TO BOTTOM SECTONSECURED TO BOTTOM SECTION CONTINUOUS TOP TRACK OF ROOF DECK W/ SELF OF ROOF DECK W/ SELF SECURED TO BOTTOM SECTION TAPPING TEK SCREWS I ,--ROOF I STRUCTURE TAPPING TEK SCREW'S I ,-ROOF I STRUCTURE OF ROOF NG IDE SCREWS SELF EXTEND GYPSUM WALL BOARD 4" ABOVE ACOUSTICAL TILE CEILING ACOUSTICAL TILE CEILING S 3 5/8" 20 GAUGE METAL. STUDS 0 16" O.C. 5/8" GYPSUM WALL BOARD (PAINT PER FINISH SCHEDULE) BASE (SEE FINISH SPECS.) EXTEND GYPSUM WALL BOARD TO UNDERSIDE OF ROOF DECK (THIS SIDE) FIRE STOP AT CEILING INTEREC11ON & AT 8'-0" O.C. MAX. 5/8" GYPSUM WALL BOARD (PAINT PER FINISH SCHEDULE) CONTINUOUS BOTTOM TRACK SECURED TO SLAB W/ .145 x 1/2" POWDER ACTUATED FASTENERS 0 16" O.C. FLOOR SLAB 5/8" GYPSUM WALL 3 5/8" 20 GAUGE METAL[SCHEDULE) BOARD (PAINT PER FINISH STUDS 0 16" O.C. `—EXTEND 5/8" GYPSUM WALL BOARD TO 4" ABOVE ACOUSTICAL TILE CEILING PLAN /SECTION PARTITION TYPE Pf SCALE: 1 /2"=1'-0" P6 ACOUSTICAL TILE CEILING 3 5/8" 25 GAUGE METAL STUDS 0 16" O.C. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD OUTSIDE FACE OF BOTH WALLS CERAMIC TILE TO 5'-0" A.F.F.- OUTSIDE FACE OF BOTH WALLS. SEE FINISH SCHEDULE 3 5/8" 25 GAUGE METAL STUDS 0 16" O.C. METAL STUD RUNNER FIRE STOP AT CEILING INTERECTION & AT 8'-0" O.C. MAX. CONTINUOUS BOTTOM TRACK SECURED TO SLAB W/ .145 x 1/2" POWDER ACTUATED FASTENERS 0 16" O.C. /FLOOR SLAB PROVIDE MOISTURE RESISTANT --J i -CERAMIC TILE TO 5'-0" A.F.F. GYPSUM WALL BOARD OUTSIDE FACE OF BOTH WALLS. OUTSIDE FACE OF BOTH WALLS SEE FINISH SCHEDULE �PLAN/SECTION PARTITION TYPE P11 I J SCALE: 1 /2"=1'—O" Pl l EXTEND GYPSUM WALL I-AG;IL.I 1 Y ANALY�ii�i/SQ FOOTAGE AREA BREAKDOWN X SO- FT. \--- EXTEND GYPSUM WALL BOARD 4" ABOVE PROVIDEETAL STUD KICKERS BOARD TO UNDERSIDE ACOUSTICAL TILE CEILING ay ,�'' O.C. IN ALTERNATING OF ROOF DECK (THIS BOARD 4' A30 ACOUSTICAL TILE CEILI SIDE) ACOUSTICAL TILE FIRE STOP AT CEILING INTERECTION CEILING ACOUSTICAL TILE CEILING- EILING- & AT 8'-0" O.C. MAX. 3" BATT INSULATION FOR 5/8" GYPSUM WALL ATTENUATION (AT ALL R.R. BOARD (PAINT PER FINISH WALLS (AND IN CEILING OVER - SCHEDULE) RESTROOMS ONLY) 3' BATT INSULATION FOR5 3 5/8" 20 GAUGE METAL 13 STUDS 0 16" O.C. S' GYPSUM WALL SALES AREA CONTINUOUS BOTTOMTRACK PROVIDE MOISTURE RESISTANT SECURED TO GYPSUM WALL BOARD SLAB W/ .145 x 1/2" RESTROOM SIDE ONLY POWDER ACTUATED FASTENERS CERAMIC TILE TO 5'-0" A.F.F. 0 16" O.C. RESTROONI SIDE ONLY 20 SEE FINISH SCHEDULE FLOOR SLAB RESTROOM SIDE 5/ 8' GYPSUM WALL JANITORS CLOSET SIM. NO INSULATION 5/8" GYPSUM WALL 3 5/8" 20 GAUGE METAL BOARD (PAINT PER FINISH STUDS 0 16" O.C. SCHEDULE) IRESTft00M / I JAN. CLOSET PROVIDE MOISTURE RESISTANT —CERAMIC TILE TO 5'-0" A.F.F. GYPSUM WALL BOARD RESTROOM SIDE ONLY RESTROOM SIDE ONLY SEE FINISH SCHEDULE PFI—AN/SECTION PARTITION TYPE P7 SCALE: 1 /2"=1'-0" P7 Iv STRUCTURE ACOUSTICAL TILE CEILING (WHERE SPECIFIED) EXPOSED CONCRETE BLOCK WALL (PAINT PER FINISH SCHEDULE) CONCRETE BLOCK WALL (SEE CONSTRUCTION WALL SECTIONS FOR ADDITIONAL INFORMATION) BASE (SEE FINISH SPECS.) � FLOOR SLAB INTERIOR -� EXTERIOR CONCRETE BLOCK WALL (SEE CONSTRUCTION WALL LOOSE FILL SECTIONS FOR ADDITIONAL INSULATION INFORMATION) EXPOSED CONCRETE BLOCK WALL (PAINT PER FINISH SCHEDULE) Pi—AN /SECTION PARTITION TYPE P12 A-1.1 SCALE: 1/2"=1'-0" P12 PROZ METAL STUD KICKERS EXTEND GYPSUM WAL� 0/4 0 710" O.C. IN ALTERNATING BOARD 4" ABOVE {SIR CTIONS. ANCHOR TO TOP ACOUSTICAL TILE CEILI G /4NNER W/ SELF TAPPING TEK SCREWS. ACOUSTICAL TILE --\\ FIRE STOP AT CEILING INTERECTION CEILING I AT 8'-0" O.C. MAX. 3 5/8" 25 GAUGE METAL STUDS 0 16" O.C. BASE (SEE FINISH SPECS.) —5/8" GYPSUM `NAL.L BOARD (PAINT PER FINISH SCHEDULE) ,--CONTINUOUS BOTTO?J TRACK SECURED TO SLAB W/ .145 x 1/2' POWDER ACTUATED FASTFEIERS ® 16" O.C. FLOOR SLAB 5/8" GYPSUM WALL 3 5/8" 25 GAUGE METAL BOARD (PAINT PER FINISH STUDS 0 '16" O.C. SCHEDULE) EXTEND 5/8" GYPSUM 'HALL BOARD TO 4" ABOVE ACOUSTICAL TILE CEILING 8 PLAN SECTION PARTITION TYPE P8 A-1.1 SCALE: 1 /2"=1'-0" P8 CONTINUOUS TOP TRACK SECURED TO BOTTOM SECTION OF ROOF DECK W/ SELF TAPPING TEK SCREWS ,--ROOF STRUCTURE FIRE STOP AT CEILING INTERECTION & AT 8'-0" O.C. MAX. 3 5/8" 25 GAUGE METAL STUDS 0 16" O.C. 5/8" GYPSUM 'NaLL BOARD (PAINT PU? FINISH EXTEND GYPSUM WALL SCHEDULE) BOARD 4" ABOVE ACOUSTICAL TILE CEILING CONTINUOUS 3 5/8' 25 GAUGE ACOUSTICAL TILE CONTINUOUS METAL TRACK CEILING (2) 6" 25 GAUGE METAL STUD HEADER 0 I 00 FLOOR SLAB 5/8" GYPSUM WALL 3 5/8" 25 GAUGE METAL BOARD (PAINT PER FINISH STUDS 0 16" O.C. SCHEDULE) \-EXTEND 5/8" GYPSUM WALL BOARD TO 4" ABOVE ACOUSTICAL TILE CEILING PLAN /SECTION WALL HEADER SCALE: 1 /2"=1'-0" - 5/8" GYPSUM WALL 3 5/8" 25 GAUGE METAL BOARD (PAINT PER FINISH STUDS 0 16' O.C. SCHEDULE) FESTROOM SIDE I PROVIDE MOISTURE RESISTANT CERAMIC TILE TO 5'-0" A.F.F. GYPSUM WALL BOARD RESTROOM SIDE ONLY RESTROOM SIDE ONLY SEE FINISH SCHEDULE �=�ANSECTION PARTITION TYPE P9 SCALE: 1 /2'=V-0' P9 EXISTING CONCRETE TILT PANEL WALL 5/8" GYPSUM WALL—' \-1 1/2" METAL FURRING BOARD (PAINT PER FINISH CHANNELS 0 16" O.C. SCHEDULE) NEW TS COLUMN 2' METAL STUDS SEE STRUCTURAL 0 16' O.C. ,COLUMN FURRING DETAIL SCALE: 1 /2'= V-0' A P5 STRUCTURE \---EXTEND GYPSUM WALL BOARD TO UNDERSIDE OF ROOF DECK (THIS SIDE) FIRE STOP AT CEILING INT—FREC11ON AT 8'-0" O.C. MAX. 5/8" GYPSUM WALL BOARD (PAINT PER FINISH SCHEDULE) CONTINUOUS BOTTOM TRACK SECURED TO SLAB W/ .145 x 1/2" POWDER ACTUATED FASTENERS ® 16" 0. C. FLOOR SLAB ASH OFFICE SIDE 5/8" GYPSUM WALL 3 5/8" 20 GAUGE METAL [SCHEDULE) BOARD (PAINT PER FINISH STUDS 0 16" O.C. \-EXTEND 5/8" GYPSUM WALL BOARD TO 4" ABOVE ACOUSTICAL TILE CEILING PLAN /SECTION PARTITION TYPE P10 SCALE: 1 /2"=1'-0" P10 PLANS Clly OF SSAH )RD I-AG;IL.I 1 Y ANALY�ii�i/SQ FOOTAGE AREA BREAKDOWN X SO- FT. 1 BUILDING PROVIDEETAL STUD KICKERS CASH OFFICE EXTEPID GYPSUI.I WAL ay ,�'' O.C. IN ALTERNATING EXTEND GYPSUM WALL BOARD 4' A30 ACOUSTICAL TILE CEILI DIREIjTIONS. ANCHOR TO TOP RANER W/ SELF TAPPING / BOARD 4" ABOVE G K SCREWS. ACOUSTICAL TILE CEILING- EILING- ACOUSTICAL ACOUSTICAL TILE \ // FIRE STOP AT CEILING INTERECTION ACOUSTICAL TILE SLING AT 8'-0" O.C. MAX. CEILING r� 11 MANAGERS OFFICE 3' BATT INSULATION FOR5 MEN'S RESTROOM 13 ATTENUATION (AT ALL R.R. S' GYPSUM WALL SALES AREA WALLS (AND IN CEILING OVER BOARD PAINT PER FINISH 16 RESTROOMS ONLY) SCHEDULE) 3 5/8" 20 GAUGE METAL 3 5/8" 25 GAUGE METAL - DOCK STUDS 0 16" O.C. STUDS 0 16" O.C. 20 SLAB THICK./P.5-I. PRO`hD= IlOISTURE RESISTANT CONTINUOUS BOTTOM TRACK UR SS UR ED TO EC 5/ 8' GYPSUM WALL GYPSUM 'HALL BOARD SLAB W. x 1 /2" BOARD (PAINT PER FINISH RESTROOM/JAN. CLOSET POWDER ACTUATED FASTENERS SCHEDULE) CERAMIC TILE TO 5'-0" A.F.F. 0 16" O.C. SPECIAL NOTES: RESTROOM/JAN. CLOSET SEE FINISH SCHEDULE FLOOR SLAB BASE (SEE FINISH SPECS.) RESTROOM SIDE JANITORS CLOSET SIM. NO INSULATION 5/8" GYPSUM WALL 3 5/8" 25 GAUGE METAL BOARD (PAINT PER FINISH STUDS 0 16' O.C. SCHEDULE) FESTROOM SIDE I PROVIDE MOISTURE RESISTANT CERAMIC TILE TO 5'-0" A.F.F. GYPSUM WALL BOARD RESTROOM SIDE ONLY RESTROOM SIDE ONLY SEE FINISH SCHEDULE �=�ANSECTION PARTITION TYPE P9 SCALE: 1 /2'=V-0' P9 EXISTING CONCRETE TILT PANEL WALL 5/8" GYPSUM WALL—' \-1 1/2" METAL FURRING BOARD (PAINT PER FINISH CHANNELS 0 16" O.C. SCHEDULE) NEW TS COLUMN 2' METAL STUDS SEE STRUCTURAL 0 16' O.C. ,COLUMN FURRING DETAIL SCALE: 1 /2'= V-0' A P5 STRUCTURE \---EXTEND GYPSUM WALL BOARD TO UNDERSIDE OF ROOF DECK (THIS SIDE) FIRE STOP AT CEILING INT—FREC11ON AT 8'-0" O.C. MAX. 5/8" GYPSUM WALL BOARD (PAINT PER FINISH SCHEDULE) CONTINUOUS BOTTOM TRACK SECURED TO SLAB W/ .145 x 1/2" POWDER ACTUATED FASTENERS ® 16" 0. C. FLOOR SLAB ASH OFFICE SIDE 5/8" GYPSUM WALL 3 5/8" 20 GAUGE METAL [SCHEDULE) BOARD (PAINT PER FINISH STUDS 0 16" O.C. \-EXTEND 5/8" GYPSUM WALL BOARD TO 4" ABOVE ACOUSTICAL TILE CEILING PLAN /SECTION PARTITION TYPE P10 SCALE: 1 /2"=1'-0" P10 PLANS Clly OF SSAH )RD NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON— FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON TAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. DESCRIPTION I-AG;IL.I 1 Y ANALY�ii�i/SQ FOOTAGE AREA BREAKDOWN X SO- FT. 1 BUILDING 2 CASH OFFICE 3 CHECKOUT' AREA 4 COPY CENTER - 5 ELECTRICAL ROOM 6 RECEIVING ONCE 7 CORRIDORS JANITOR'S CLOSET B LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE - 16 SPRINKLER ROOM 17 BREAX BULB{ -- 18 - DOCK 19 TRUCKWELL 20 SLAB THICK./P.5-I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON— FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON TAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. DESCRIPTION WALL TYPES 8c SECTIONS LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 2/19/99 980245 AS NOTED 8,113 LINEALS SQUARE FT CHECK BY 24,654 PLOT SCALE: 1, I DWO. N0. 4117 3P FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN x SQ. FT. 12 1 BUILDING - _ _ -- 12 E - 2 CASH OFFICE 3 CHECKOUT AREA - -- A LOCKERS A '-6" LOCKERS N g ----� -- 4 COPY CENTER LREFRIG. L 8----� �--�� -. I l u i VEND. �i VEND. 8 g I VEND. i 11 5 ELECTRICAL ROOM I „� 8 MACH. MACH. I MACH. I _ $ $ - w , R I L __ ______ 7 7 i ii i 7 7 -- - I I N 0 11 0 _ r R N -�- I I 8 I 6 RECEIVING OFFICE _ I 171 I -0j-- 7 CORRIDORS IMICROWAVE I I II I N � � � w � � i ITV CART I II I 9 ' L'8 JANITORS CLOSET- --- � I I9 LADIES RESTROOM10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE MPLOYEE LOUNGE EMPLOYEE LOUNGE EMPLOYEE LOUNGE JAN. CLOSET JAN. CLOSET RECEIVING OFFICE RECEIVING OFFICE RECEIVING OFFICE 12 MEN'S RESTROOM 2 ELEVATION 1 3 ELEVATION 4 EILEVATI ON 3 5 ELEVATION 1 6 ELEVATION 2 7 ELEVATION 1 $ g 13 SULK SA EA AREA ELEVATION 2 ELEVATION �3 14 SALE AREA.2 SCALE: 3/16"=1'-0" A-1.2 SCALE: 3/16"=1'-0" A-1.2 SCALE: 3/16"=1'-0" A-1.2 SCALE: 3/16"=1'-0" A-1.2 SCALE: 3/16"=1'-0" A-1.2 SCALE: 3/16"=1'-0" A-1.2 SCALE: 3/16"=1'-0" A-1.2 SCALE: 3/16"=1'-0" 15 STORAGE 16 SPRINKLFR ROOM17 BRi=A1C BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 4'-0" 2,-g»7'-1" 7,_1H2,_9„1 4,_on 21 1212 1��5'-O" 4'_O" 5 -7 23 4'-O" A FLOOR FINISH: ,A B9 3,-0„3,-p„ B 2 -9 � 7" 17" 110 r 0 K CEILING HEIGHT: 4 t 0r✓ rrr Tr---rr-� n- 3 Q SPECIAL NOTES:r0 > I Fr� - ap - 00A in I O T N p7 N n . - T r Q ' w w _ w 0 w w O r r O - ►� 14 Dove ro i� cV I w I _ - - -- ' r rrrr t�' I i� N- I k N" Tv 6 6 5 a g 1,2'-9" I, 4'-4" 61; OP H[2'-9'�[ 14> \/ REVISIONS DATE BY SYMBOL DESCRIPTION ASH OFFICE CASH OFFICE EW. C. MEN'S RESTROOM MEN'S RESTROOM MEN'S RESTROOM WOMEN'S RESTROOM WOMEN'S RESTROOM WOMEN'S RESTROOM rio"VLEVATION 1 11 ELEVATION 12 ELEVATION 13 ELEVATION 1 14 ELEVATION 2K75ELEVATION 3 16 ELEVATION 1K0'77ELEVATION 2 18 ELEVATION A-1.2 SCALE: 3/16"=1'-0" A-1.2 SCALE: 3/16"=l '-0' r A-1.2 SCALE: 3/16"=1'-0" A-1.2/SCALE: 3/16"=1'-0" A-1.2 SCALE: 3/16"=1'-0" A-1.2 SCALE: 3/16"=1'-0" �_2SCALE: 3/16"=1'-0" A-1.2 SCALE: 3/16"=1'-0" A-1.2 SCALE: 3/16"=l -AH bn- �y. CCa.ttoo 534 <.. ,al , .•-'- 1 �. 'Y.:Y Ft' _ - - - - - - - TOILET ACCESSORY SCHEDULE ENLARGED PLAN GENERAL NOTES 10 NO. QUAN. DESCRIPTION P. J. 8 P6 U N OA 5 PAPER TOWEL DISPENSER, ASI #0210 (11"W x 14 1/2"H x 4"D) 1. SEE SHEET A-1.0 FOR WALL TYPE LEGEND. Z ® 2 MIRROR, ASI #0620A (24"W x 36"H) 2. SEE SHEET A-5.0 DOOR SCHEDULES AND DETAILS. ?S'• R © - FEMININE NAPKIN DISPOSAL, ASI #0472 (DUAL ACCESS) (13"W x 17 1/4 H x 4"D) " 3. SEE SHEET A-6.0 FOR INTERIOR FINISH SCHEDULES. 15 .- 8 @ 2 FEMININE NAPKIN DISPOSAL, ASI #0852 (SURFACE MNTD) (9 1/4"W x ll'H x 4 1/4"D) �E 1 MOP HOLDER -ASI #1308A (34"W x 15 1/2"H x 8"D) 4. ALL WOOD FRAMING, BLOCKING, ETC. SHALL BE FIRE RETARDENT TREATED 115 LUMBER. THE GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE WOOD 3 TOILET TISSUE DISPENSER, ASI #0264-1 BLOCKING AS REQUIRED PER C0� FOR THE INSTALLATION OF ALL - - RECEIVING .� MILLWORK, TOILET ACCESSORIES. ETC. 16- �G 1 FEMININE NAPKIN VENDOR ASI #0864 (11 3/4 W x 28 1/8"H x 6 1/2"D) _ - N - 0 8 OFFICE I J Q 4 GRAB BAR, (2) ASI #3501X36 (2) ASI #3501X42 5. ALL MILLWORK IS TO BE SUPPLIED MID INST LLED BY OFFICE DEPOT. _- UNLESS OTHERWISE NOTED. PER KE'RIOTE 9 LAVATORY MILLWORK IN in a-,'2 J 1 FLOOR MTD. URINAL SCREEN GLOBAL EMBASSY POWDER COATED GRAY 1225 36" x 42" ' ( # ) ( ) RESTROOMS AND EMPLOYEE L OUKGE IS TO E FURNISHED AND INSTAL! BY e OK SEE PLAN TOILET PARTITION, GLOBAL (EMBASSY, POWDER COATED, GRAY #2125) THE GENERAL CONTRACTOR. e L 2 SOAP DISPENSER -COUNTERTOP MOUNTED ASI 0328 EX2 8 P6 O # 6. PROVIDE CORNER GUARDS FROM F1NISHED FLOOR TO 8'-0" A.F.F. AT ALL - - - OM 2 WASTE RECEPTACLE ASI #0826 (15 1/4"W x 23"H x 8"D) GYPSUM WALLBOARD CORNERS. 18 P O �N 3 SOAP DISPENSER-WALL/PARTITION MOUNTED, ASI #0342 (8 1/8"W x 4 3/4"H x 3"D) R P J O 2 TILTED MIRROR, ASI #0600TA (24"W x 36"H) 16 1 15 16 �,o P 2 WASTE RECEPTACLE, ASI "3/4"D)- - - .�HELF Li . . ' . ' . ' #0$27 (10 3/4 W x 9 H x 4 R • • 11.0. -,o • a.-,,2. P6 - I Ext ..'.'�FFICE* CASH. „ .. -- - -- 00 ' ' o SINK o • 1=T, �- ENLARGED OFFICE PLAN KEY NOTES ? ,a 4 CPT --•1,• 7 . .�1a • (T-4) AFE ' . R 0 8 O ELECTRIC WATER HEATER ON 3/4" PLYWOOD W/ STEEL BRACKETS � - �p V ANCHORED TO WALL FRAMING. PROVIDE OVERFLOW UNE FROM W/H r- 19 P • J P1 Q • • • • TO SERVICE SINK TIGHT TO WALL. SEE PLUMBING SHEET P-2.0 FOR N - - •MANAGERS 7 P6 WATER HEATER SPECS. Ex2 . .. _ . ,OFFICE ....... g,-4„ L O JANITOR'S SERVICE SINK. SEE PLUMBING SHEET P-2.0 FOR SINK m 7 114 SPECS. w CPT -1 •C ET. CONC. 3 TIME CLOCK AND TIME CARD RACK BY OFFICE DEPOT. P6 O 17 114 ( ) a SIDE ELEVATION FRONT ELEVATION 1s 17 • SAFE FURNISHED BY OFFICE DEPOT AND INSTALLED BY GENERAL � � � �Ir - F 4 CONTRACTOR. SEE DETAIL 24/A-1.2. ELEVATIONS OF EMPLOYEE N J' O ELECTRICAL `NATER COOLERS. SEE PLUMBING SHEET P-2.0 FOR SPEC. 20 LOUNGE CABINET(`79`)IL0UNGE ISOMETRIC O F EMPLOYEE ARCHIT CCTUq NE PLANNINGE. 7AND DESIGN CABINET BOCA RAT N FLORIDA 33487 STREET N 9 7 RUBBER BASE RB -1. CONTINUE BASE BEHIND OFFICE DEPOT SUPPLIED A-1.2 SCALE: N.T.S. PHONE (561) 999-9290 P. J 6O A-1.2 SCALE: N.T.S. FAX (561) 999-0119 A LOCKERS, VENDING MACHINES, AND TABLES. SEE FINISHED SCHEDULE. 8 8 O 7 PROVIDE CHAIR RAIL. SEE DETAIL 25/A-1.2. A-/.2 Ex2 3 2 O MILLWORK, FIXTURES, AND ACCESSORIES FURNISHED AND INSTALLED BY NOTICE 7 4 P6 OFFICE DEPOT. SEE DETAIL 23/A-1.2 FOR BLOCKING REQUIREMENTS. IN SEISMIC ZONES, LOCKERS SHALL BE SECURELY FASTENED TO WALL. ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT g MILLWORK FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. SEE 16 15 16 15 PRIOR WRITTEN CONSENT OF THE ARCHITECT. 8 DETAILS 19, 20, 21, 22, & 23/A-1.2 FOR INFORMATION AND BLOCKING 16 ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, N EMPLOYEES 8 REQUIREMENTS. / 22 �2 ARE HEREBY SPECIFICALLY RESERVED. LOUNGE 116 10 PROVIDE LADDER TO ROOF HATCH. SEE DETAIL 1, 2, &3/A-3.0 R , 15 R 3 11 CERAMIC TILE W/ COVE BASE TO 5'-0" A.F.F. SEE FINISH SCHEDULE. �J�.� `�it H " H ,� , „ <9> 2 PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD AT ALL RESTROOM i�l CV 10'- 2 4 I 4 10'-2" AND JANITORS CLOSET WALLS. 0. f. fi (70 ei P J 8 7 CONC, 13 PROVIDE 13/A-1.1. GYPSUM WALLBOARD HEADER ® 8'-0" A.F.F. SEE 21 21D.WPOA Xu 0. P9 P9 116 (T-2) <8>PROVIDE PLASTIC LAMINATE (PL -2) FROM FINISHED FLOOR TO 5'-0' A.F.F. _L R R GLUED TO GYP. BOARD WALLS. PROVIDE METAL TRIM ALONG TOP EDGE. a -,.z 21 2200 ®Id Germantown Read a -, .z O 15 PLASTIC LAMINATE (PL -1) FINISH ON 3/4" PLYWOOD. PROVIDE 1/16" r Delray Beach, FL 33445 OFFICE DEPOT is D F H H F 141 RADIUS ALL EXPOSED EDGES. SIDE ELE N/ATION FRONT ELEVATION 5617275=4I300 I Ex2 18" 12 P11 1 z t3 P7 561/265-4178 (FAX) TFi� OFFICE PACE WOMEN P A N 0 0 N A P MEN 16 PLASTIC LAMINATE (PL -1) FINISH ON 3/4" CONTINUOUS BACKSPLASH. ELEVATIONS OFF RESTROOM ISOMETRIC OF RESTROOM 0 112 111 17 MELAMINE INTERIORS (TOP, BOTTOM, BACK, ALL SIDES). r2i"�LAVATORY C 0 U N TE RK72 LAVATORY COUNTER D F 18 PLASTIC LAMINATE (PL -1) FINISH ON 6"It" DRAWER FACE W/ 4-1/2" DRAWER. A�.2SCALE: 3/4'=l' -O" A-1.2 SCALE: N. T. S. J 13�-1" 19 ADJUSTABLE SHELVES (TYPICAL.) DESCRIPTION 14 ENLARGED OFFICE PLAN, 9 B B 9 a-l.s G M A L � CONTINUOUS 2"x WOOD BLOCKING. P. J 21 PLASTIC LAMINATE (PL -2) FINISH ON 3/4" PLYWOOD BRACKETS WITH SECTION, 8c DETAILS BACKING PLATES. - L®CATION SAFE SIZE: " 3707 S ORLANDO DRIVE cv F�� I 2" x 4" SUPPORTS 16" O.C. 40 H x 20 1/2 W x 20 Do � FP9 CORRIDOR FP 9 �: Ex2 111 M F-: Pg I 2" x 6" WOOD BLOCKING. 3/4"SANFORD, FLORIDA 32773 EX3 I u I1 1 2" x 6" WOOD BLOCKING W/ HILTI HGT SCREWS 0 24" O.C. INTO CMU. DATE STORE NO. SCALE .- DRAWN BY F L PRE DRILLED HOLES IN SAFE BOTTOM. 0 30• 4 0 0 ¢ AS EXISTING 5 z 2/19/99 980245 NOTED BJB o ELECTRIC ANCHOR SAFE TO CONCRETE SLAB WITH (4) 1/2"0 EXPANSION BOLTS. N LINEALS SQUARE FT H I 0 ---ROOM e H SAFE BOTTOM O_ I - CHECK BY 00 2 s P7 CHAIR RAIL - HARDWOOD, MODERN PROFILE 6400 3/4 x 2 3/8 . rl t- 00 24,654 119 PAINT P-2. Fx2 P9 31 L /H• 1 PROVIDE 3/4" FIRE RETARDANT PLYWOOD FROM FINISHED FLOOR TO 8'-0 0 d 0 0 0 6 N A.F.F. OVER GYPSUM WALL BOARD ON THE BULK SALES SIDE ONLY. - - PAINT PER FINISH SCHEDULE. P - 117 JAN. o ¢ DWG. NO. CLO. 0 $"0 CONCRETE FILLED STEEL PIPE BOLLARD. SEE DETAIL 5/C-1. �,1 �It 0 i 00 . 0 H LE 1 PAINT EXP #4. te) .1 • a PLANS 1) w r LO O O O O EXISTING ELECTRICAL EQUIPMENT TO REMAIN. 4 CITY Of ;ANR 1 9 ELEVTOILET PARTITION URINAL SCREEN COUNTERTOPS LOUNGE REC. OFFICE %xo> g g g � 0 _01) 31 PROVIDE NEW EXIT DOOR IN EXISTING WALL. SEE DOOR SCHEDULE SHEET �% A-5.0 FOR INFORMATION. SHELVES 1 ENLARGFD FLOOR PLAN 9 ' "r2',3 WALL BLOCKING LOCATIONSr24 SAFE DETAIL_ 25 CHAIR RAIL I ELEV. PROVIDE A 4'-6" x 4 -6 CONCRETE PAT AT NEW EXIT DOOR. A-1.2 SCALE: 3/16 ')=1 A-1.2 SCALE: 3/8"=1'-0' A-1.2 SCALE: N.T.S. A-1.2 SCALE: FULL -0 PLOT SCALE: 3/16"=1'-0" iATy� DISCONNECT FOR SUMP PUMP — SEE ELECTRICAL DRAWINGS NOTE: COVER 20"x20"x3/4" PLATE STEEL W/ HANDLES FOR ACCESS TO PUMP •�~� 17,1 "�• SLOPE I GRATE I I q npF �4 WIRE SCREEN 4 d a SEE ° A-1.3 DETAIL NOTES: RAIN SWOPE` 1/$" - • v 4 PVC 15" 18" 6{ HEAVY DUTY CAST IRON - TRENCH FRAME. SEE DETAIL 6/A--1.3 3 .LEVELER SCALE: N.T.S. DOCK LEVELERS TO BE STITCH WELDED TO REAR PIT STEEL WITH 5 (FIVE) 6 INCH WELDS. PIT STEEL FURNISHED AND INSTALLED BY G.C. OR AVAILABLE FROM KELLY CO. AT ADDITIONAL COST. ALL CONCRETE TO BE WELL VIBRATED. DOCK LEVELER TO BE KELLY CO. MODEL FX6X8-25 WITH 25,000 LBS. CAPACITY PAINT ALL STEEL ANGLE SAFETY YELLOW ANCHOR LAYOUT FOR BUMPER MEETING ANGLE 16" CV A O L f'AGILI fY ANALYSIS/SQ FOOTAGE d- I 1 a (D 2 CASH OFFICE - 3 CHECKOUT AREA _ 4 COPY CENTER 5 ELECTRICALI ROOM 6 RECEIVING OFFICE 7 CORRIDORS -- SEALANT JANITOR'S CLOSET SEE DETAIL 4/A-1.3 FOR EMBED INFO. WALL (BEYOND) .d -,EL. 0'-0" I 2 H.P. DISCONWXT 6" SLAB W/ #5 0 12" E.W. j SEE DETAIL 4/A-1.3 FOR--_� EMBED INFO. Q I L 8 CONC. OVER POUR I 2/ SLAB W/ #5 0 12" E.W. —� CAST W/ SLAB 1 6" SLAB I 10'-0" I 044. 00 S OPE DN 1/2" a. 5" SLAB 6x6 6/6 W.W.F. #4 0 12" AR 2" CLEAR 8" WALL W/ #5 0 12" VERT. & #4 ®8" HORIZ. 2"x 4" CONT. KEYWAY #4 0 24" TOP #4 0 12" BOTTOM v • 4 418" 1 8" ( 1'-4" 'r w V R r� ' �--2" DISCHARGE IN TRUCKWELL VERT. WALL TRUCKWELL SECTION 3/4" CONDUIT, 6" STUB OUT 4X4X2 J -BOX LOCATION TO BE MTD. ON CENTER. ALL CURB ANGLES MUST BE 90' TO EACH OTHER REAR PIT WALL TO BE PLUMB; 1/4" REVERSE SLOPE IS PERMISSIBLE WELD ALL CURB ANGLE JOINTS SECURELY ALL CURB ANGLES TO - BE 3 x 3 x 1/4" LINE OF WALL CONTINUOUS 3 x 3 x 1/4-!! PLATFORM EDGE ANGLE 1 1 /2"0 GALV. PIPE RAIL POST AND HORIZ. RAILS NOTE: PIPE RAIL POSTS 0 5'-0" O.C. MAX., GUARDRAIL MAY BE IN SECTIONS WITH SPLICES 0 10'-0" O.C. MIN. BITUMINOUS JOINT AROUND PIPE RAIL PAVING PIPE SLEEVES TO RECEIVE POSTS 42"0 PVC SOIL DRAINAGE JOIPIPES THROUGH WALL W/ FILLMTL SCREEN 0 SOIL SIDE CONCRETE RETAINING WALL SEE STRUCTURAL 4 4 0005GUARDRAIL DETAIL. A -1.3j SCALE: 3/4" = 1'-0" +17'�6n TOP OF COPING VARIES JOIST BEARING DOCK FIN. FLOOR 0,_0" FINISHED FLOOR -0'-6" FINISHED GRADE 12"x 36" FTG. W/ (2) #5 TOP & BOTTOM CONT. ANCHOR LAYOUT FOR CURB ANGLES 12" 12" 12" " M11 d 4M 7 CURB ANGLES WITH 6" LONG HEADED STUDS LOCATED AS SHOWN BRANCH TO CIRCUIT TEE I C T >y� DOCK LEVELER CONTROL BOX ii (2-1/2"WX2-1 /2�"HX2"D) —3/4"CONDUIT, 6 STUB OUT DOCK BUMPERS FS�Qp SEE SPECS. ooR 7,o�r CENTER LINE OF PIT LEVELER DETAIL A-1.3 St.ALt. N.T.S. NOTE: 17" REFER TO CIVIL AND/OR PLUMBING DRAWINGS FOR ADDITIONAL INFORMA ON REGARDING STORM DRAINAGE 00 HEAVY DUTY CAST IRON TRENCH Z FRAME 9Y BARRY CRAFT CASTING COMPANY #B-H2OGE (GRAY) WITH t- 17" WIDE GRATE 15" CONCRETE PIT co PHONE: 1-800-241-9395 1 i� 8'-0" TO FACE OF DOCK SLOPE SLAB TO DRAIN 4. d4 a a 4 4 4: 4 a 4. i-- f-� 4 DRAIN SCREEN DRAINAGE TO STORM SE WHERE POSSIBLE a .rcral+•�l • BOT OF TRENCH ALTERNATE LOCATION FOR DRAIN LINE WHEN SUMP PUMP IS REQUIRED TRENCH DRAIN DETAIL SCALE: 3/4" = 1'-0" ENLARGED DOCK SECTION SCALE: 3/16"=1'-0" +17'-6" TOP OF COPING +1'-6" DOCK FIN. FLOOR 0)—on FINISHED FLOOR —0'--6" FINISHED GRADE ENLARGED TRUCKWELL PLAN KEY NOTES OEXISTING SPRINKLER RISER LOCATION. PROVIDE A 5'-0"W. x 3'-0"D. x 8'-0" H. CHAIN LINK FENCE WITH GATE AS SHOWN. O8"0 CONCRETE FILLED STEEL PIPE BOLLARD. SEE DETAIL 5/0-1. PAINT EXP #4. OPROVIDE A 5'--0" x 4'-6" CONCRETE PAD AT EXIT DOOR. SEE DETAIL 9/A-8.0. KELLEY DOCK LEVELER MODEL FX (25,000 LB CAPACITY). SEE ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS. OKELLEY DOCK SHELTER MODEL TS1006 (11'-6"W x 11'-0"H). OPROVIDE A 42" x 42" MASONRY OPENING FOR A 38" x 38" COMPACTOR DOOR. BOTTOM EDGE OF BOTTOM SILL OF DOOR AT 48" ABOVE FINISHED FLOOR. SEE DETAIL 10/A-5.0 FOR ADDITIONAL INFORMATION. OSUMP PUMP PIT. SEE PLUMBING SHEET P-2.0 FOR PUMP SPEC. ODISCHARGE FROM TRENCH DRAIN TO NEAREST STORM SEWER LINE. 9OHEAVY DUTY CAST IRON TRENCH FRAME BY BARRY CRAFT CASTING COMPANY #B-H2OGE (GRAY) WITH 17" WIDE GRATE 15" CONCRETE PIT @> 0 NEW CMU #3 CONCRETE BLOCK BUILDING ADDITION. SEE STRUCTURAL DRAWINGS S-1 FOR ADDITIONAL INFORMATION. PAINT EXTERIOR OF NEW WALL EXP #4. 11 PROVIDE A 8'-O"W x 10'-0"H OVERHEAD COILING DOOR IN NEW WALL. 1-1/2"0 METAL RAIL AND POSTS. 5-1/4- CENTER TO CENTER BETWEEN VERTICAL PICKETS. PAINT EXP #4. 13 6" REINFORCED CONCRETE SLAB WITH 6/6 #10 W.W.M. OVER A 6" GRAVEL FILL. APPLY ROUGH BROOM FINISH TO SURFACE OF SLAB. <6>STEPPED FOOTING. (MAX. 8" STEPS). SEE STRUCTURAL DRAWINGS. 15 CONCRETE FLOOR SLAB TO BE 5" THICK REINFORCED WITH 6x6 #10 W. W. M. ON A 6 MIL VAPOR BARRIER OVER 4" GRAVEL FILL. SLAB CAPACITY MINIMUM 250 POUNDS PER SQUARE FOOT 16 1:12 MAX SLOPE RAMP TO BE 5" THICH REINFORCED WITH 6x6 #10 W.W.M. ON A 6 MIL VAPOR BARRIER OVER 4" GRAVEL FILL. 17 FLARE ALL EDGES TO INSURE SMOOTH TRANSITION IN ALL DIRECTIONS. @>PROVIDE NEW EXIT DOOR IN NEW WALL. SEE DOOR SCHEDULE SHEET A-5.0 FOR ADDITIONAL INFORMATION. 1 g 1-1/2"0 METAL RAIL AND POSTS. 5-1/4" CENTER TO CENTER BETWEEI•I VERTICAL PICKETS. TOP TO RAIL AT 42" A.F.S. PAINT EXP #4. ENLARGED PLAN GENERAL NOTES 1. SEE SHEET A-1.0 FOR WALL TYPE LEGEND. 2. SEE SHEET A-4.0 FOR EXTERIOR FINISH LEGEND. 3. SEE SHEET A-5.0 DOOR SCHEDULES AND DETAILS. 4. SEE SHEET A-6.0 FOR INTERIOR FINISH SCHEDULES. FNLARGED FLOOR PLAN SCALE: 3/16"=1'-0" ENLARGED TRUCKWELL SECTION SCALE: 3/16"=1'-0" PLANS H- SIE NE CITY OF SANFOR, f'AGILI fY ANALYSIS/SQ FOOTAGE 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 AREA BREAKDOWN X SQ. FT. 1 BUILDING 2 CASH OFFICE - 3 CHECKOUT AREA _ 4 COPY CENTER 5 ELECTRICALI ROOM 6 RECEIVING OFFICE 7 CORRIDORS -- 8 JANITOR'S CLOSET 9 i 10 - EMPLOYEE'S 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA -- 15 - -- STORAGE 16 SPRINKLER ROOM 5" SLAB 6x6 6/6 W.W.F. #4 0 12" AR 2" CLEAR 8" WALL W/ #5 0 12" VERT. & #4 ®8" HORIZ. 2"x 4" CONT. KEYWAY #4 0 24" TOP #4 0 12" BOTTOM v • 4 418" 1 8" ( 1'-4" 'r w V R r� ' �--2" DISCHARGE IN TRUCKWELL VERT. WALL TRUCKWELL SECTION 3/4" CONDUIT, 6" STUB OUT 4X4X2 J -BOX LOCATION TO BE MTD. ON CENTER. ALL CURB ANGLES MUST BE 90' TO EACH OTHER REAR PIT WALL TO BE PLUMB; 1/4" REVERSE SLOPE IS PERMISSIBLE WELD ALL CURB ANGLE JOINTS SECURELY ALL CURB ANGLES TO - BE 3 x 3 x 1/4" LINE OF WALL CONTINUOUS 3 x 3 x 1/4-!! PLATFORM EDGE ANGLE 1 1 /2"0 GALV. PIPE RAIL POST AND HORIZ. RAILS NOTE: PIPE RAIL POSTS 0 5'-0" O.C. MAX., GUARDRAIL MAY BE IN SECTIONS WITH SPLICES 0 10'-0" O.C. MIN. BITUMINOUS JOINT AROUND PIPE RAIL PAVING PIPE SLEEVES TO RECEIVE POSTS 42"0 PVC SOIL DRAINAGE JOIPIPES THROUGH WALL W/ FILLMTL SCREEN 0 SOIL SIDE CONCRETE RETAINING WALL SEE STRUCTURAL 4 4 0005GUARDRAIL DETAIL. A -1.3j SCALE: 3/4" = 1'-0" +17'�6n TOP OF COPING VARIES JOIST BEARING DOCK FIN. FLOOR 0,_0" FINISHED FLOOR -0'-6" FINISHED GRADE 12"x 36" FTG. W/ (2) #5 TOP & BOTTOM CONT. ANCHOR LAYOUT FOR CURB ANGLES 12" 12" 12" " M11 d 4M 7 CURB ANGLES WITH 6" LONG HEADED STUDS LOCATED AS SHOWN BRANCH TO CIRCUIT TEE I C T >y� DOCK LEVELER CONTROL BOX ii (2-1/2"WX2-1 /2�"HX2"D) —3/4"CONDUIT, 6 STUB OUT DOCK BUMPERS FS�Qp SEE SPECS. ooR 7,o�r CENTER LINE OF PIT LEVELER DETAIL A-1.3 St.ALt. N.T.S. NOTE: 17" REFER TO CIVIL AND/OR PLUMBING DRAWINGS FOR ADDITIONAL INFORMA ON REGARDING STORM DRAINAGE 00 HEAVY DUTY CAST IRON TRENCH Z FRAME 9Y BARRY CRAFT CASTING COMPANY #B-H2OGE (GRAY) WITH t- 17" WIDE GRATE 15" CONCRETE PIT co PHONE: 1-800-241-9395 1 i� 8'-0" TO FACE OF DOCK SLOPE SLAB TO DRAIN 4. d4 a a 4 4 4: 4 a 4. i-- f-� 4 DRAIN SCREEN DRAINAGE TO STORM SE WHERE POSSIBLE a .rcral+•�l • BOT OF TRENCH ALTERNATE LOCATION FOR DRAIN LINE WHEN SUMP PUMP IS REQUIRED TRENCH DRAIN DETAIL SCALE: 3/4" = 1'-0" ENLARGED DOCK SECTION SCALE: 3/16"=1'-0" +17'-6" TOP OF COPING +1'-6" DOCK FIN. FLOOR 0)—on FINISHED FLOOR —0'--6" FINISHED GRADE ENLARGED TRUCKWELL PLAN KEY NOTES OEXISTING SPRINKLER RISER LOCATION. PROVIDE A 5'-0"W. x 3'-0"D. x 8'-0" H. CHAIN LINK FENCE WITH GATE AS SHOWN. O8"0 CONCRETE FILLED STEEL PIPE BOLLARD. SEE DETAIL 5/0-1. PAINT EXP #4. OPROVIDE A 5'--0" x 4'-6" CONCRETE PAD AT EXIT DOOR. SEE DETAIL 9/A-8.0. KELLEY DOCK LEVELER MODEL FX (25,000 LB CAPACITY). SEE ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS. OKELLEY DOCK SHELTER MODEL TS1006 (11'-6"W x 11'-0"H). OPROVIDE A 42" x 42" MASONRY OPENING FOR A 38" x 38" COMPACTOR DOOR. BOTTOM EDGE OF BOTTOM SILL OF DOOR AT 48" ABOVE FINISHED FLOOR. SEE DETAIL 10/A-5.0 FOR ADDITIONAL INFORMATION. OSUMP PUMP PIT. SEE PLUMBING SHEET P-2.0 FOR PUMP SPEC. ODISCHARGE FROM TRENCH DRAIN TO NEAREST STORM SEWER LINE. 9OHEAVY DUTY CAST IRON TRENCH FRAME BY BARRY CRAFT CASTING COMPANY #B-H2OGE (GRAY) WITH 17" WIDE GRATE 15" CONCRETE PIT @> 0 NEW CMU #3 CONCRETE BLOCK BUILDING ADDITION. SEE STRUCTURAL DRAWINGS S-1 FOR ADDITIONAL INFORMATION. PAINT EXTERIOR OF NEW WALL EXP #4. 11 PROVIDE A 8'-O"W x 10'-0"H OVERHEAD COILING DOOR IN NEW WALL. 1-1/2"0 METAL RAIL AND POSTS. 5-1/4- CENTER TO CENTER BETWEEN VERTICAL PICKETS. PAINT EXP #4. 13 6" REINFORCED CONCRETE SLAB WITH 6/6 #10 W.W.M. OVER A 6" GRAVEL FILL. APPLY ROUGH BROOM FINISH TO SURFACE OF SLAB. <6>STEPPED FOOTING. (MAX. 8" STEPS). SEE STRUCTURAL DRAWINGS. 15 CONCRETE FLOOR SLAB TO BE 5" THICK REINFORCED WITH 6x6 #10 W. W. M. ON A 6 MIL VAPOR BARRIER OVER 4" GRAVEL FILL. SLAB CAPACITY MINIMUM 250 POUNDS PER SQUARE FOOT 16 1:12 MAX SLOPE RAMP TO BE 5" THICH REINFORCED WITH 6x6 #10 W.W.M. ON A 6 MIL VAPOR BARRIER OVER 4" GRAVEL FILL. 17 FLARE ALL EDGES TO INSURE SMOOTH TRANSITION IN ALL DIRECTIONS. @>PROVIDE NEW EXIT DOOR IN NEW WALL. SEE DOOR SCHEDULE SHEET A-5.0 FOR ADDITIONAL INFORMATION. 1 g 1-1/2"0 METAL RAIL AND POSTS. 5-1/4" CENTER TO CENTER BETWEEI•I VERTICAL PICKETS. TOP TO RAIL AT 42" A.F.S. PAINT EXP #4. ENLARGED PLAN GENERAL NOTES 1. SEE SHEET A-1.0 FOR WALL TYPE LEGEND. 2. SEE SHEET A-4.0 FOR EXTERIOR FINISH LEGEND. 3. SEE SHEET A-5.0 DOOR SCHEDULES AND DETAILS. 4. SEE SHEET A-6.0 FOR INTERIOR FINISH SCHEDULES. FNLARGED FLOOR PLAN SCALE: 3/16"=1'-0" ENLARGED TRUCKWELL SECTION SCALE: 3/16"=1'-0" PLANS H- SIE NE CITY OF SANFOR, NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. L: x i Ownir. owl ! m. , 2200 Old Germantown Road Delra I Beach, FL 33445 OFFICE DEPOT 561 278-4800 THE OFFICE PLACE 561/265-4178 (FAX) UE�iUKIIJ 11UN f'AGILI fY ANALYSIS/SQ FOOTAGE 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 AREA BREAKDOWN X SQ. FT. 1 BUILDING 2 CASH OFFICE - 3 CHECKOUT AREA _ 4 COPY CENTER 5 ELECTRICALI ROOM 6 RECEIVING OFFICE 7 CORRIDORS -- 8 JANITOR'S CLOSET 9 LADIES RESTROOM -LOUNGE 10 - EMPLOYEE'S 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA -- 15 - -- STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 -- 23 - FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. L: x i Ownir. owl ! m. , 2200 Old Germantown Road Delra I Beach, FL 33445 OFFICE DEPOT 561 278-4800 THE OFFICE PLACE 561/265-4178 (FAX) UE�iUKIIJ 11UN ENLARGED TRUCKWELL PLAN, SECTION, & DETAILS LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE_ STORE NO. SCALE_ DRAWN BY 2/19/99 980245 AS NOTED BSB LINEALS SQUARE FT CHECK BY 24,654 DWG. NO. cri >s PLOT SCALE: 3/16"=1'-O" NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON— FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Read Delra Beach, FL 33445 OFFICE DEPOT 561275--4800 THE OFFICE PLACE 561/265-4178 (FAX) UF-SCRIPTI©N FAULT 1 Y ANALYSIS/Sri F UU FAGE AREA BREAKDOWN X S0. FT. 1 BUILDING 2 CASH OFFICE 3 CHECKOUT AREA - 4 COPY CENTER 5 ELECTRICAL ROOM 6 RECEMNG OFF ICE 7 CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 5 STORAGE — 6 111,18 SPRINKLER ROOM 7 BREAK BULK DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON— FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Read Delra Beach, FL 33445 OFFICE DEPOT 561275--4800 THE OFFICE PLACE 561/265-4178 (FAX) UF-SCRIPTI©N ENLARGED CANOPY AND VESTIBULE PLAN 8c DETAILS LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 2/19/99 980245 AS NOTED BJB SQUARE FT CHECK BY M 24,654 PLOT SCALE: 3/16"=1'-0" DWG. NO. ANALOG LIGHT SENSOR ALS I OUTDOOR TEMPERATURE OiS SENSOR O I I I I C I 1 I 8761 PULSE METER PROVIDED BY 1p POWER COMPANY I I PHASE PHASE LOSS MONITOR 1$ II i I RTU #1 RTU #2 RTU #3 RTU #4 RTU #5 RTU #6 RTU #7 RTU #8 —[-8761 ETMETM ETM ETM ETM ETM ETM ETM 6� I 1 (1)-8761 14—- -- -- -- — � JT— -- O I O I I I 18/9 CABLE (1) 8761 (TYPICAL) (1) 8761 (TYPICAL) 23 TS 1 TS 2 23 I nvrrxDmc • _PANEL LAGER'S ICE - - RECEIVING AREA HEATER CONTROL __ 9— — — CONTACTORS EMPLOYEE LIGHTS CUSTOMER & RACK LIGHTS SECURITY LIGHTS PARKING LOT LIGHTS BUILDING SIGNS PYLON SIGNS * CANOPY LIGHTS NOT USED NOTES: 1. SEE SHEETS E-1.0, E-1.1, E-2.0 AND E-4.0 FOR CONTACTOR CONTROL CIRCUITS AND LENGTHS OF CONTROL CONDUIT AND WIRING. 2. SEE SHEET M-1 OR E-1.1 FOR QUANTITIES & EXACT LOCATIONS OF RTU'S. TB1 RKM ItJQ 24VAC u Thar DW CLASS 2 OUTPUTS EMPLOYEE CUSTOMEF SECURITY PARKING BUILDING UNIT CANOPY PTL4H 4ti 24wc-w W LIGHTS LIGHTS LIGHTS LOT SIGNS HEATER LIGHTS SXAS T RMRIIN LS LIGHTS A S FIELD 1 2 3 5 0--�-7�3 OFF— AUTO — 00 — 0 E 00 f� 11 ------ N I TO CONTACTOR 0-7.1 (PYLON SIGN) 1:11_ 1 �I I f---------------------------------------------- __--------- _ TO CONTACTOR C-3.1 (CANOPY LTG) - H 1(BMSC2) I I r______________________ ---__-__-_-____-___- TO CONTACTOR C-5.1 (BUILDING SIGNS) I I r ________..._______________________ TO CONTACTOR C-6.1 (PARKING LOT LTG) r------ _ ------ -i_ - �� I ---------------------- TO CONTACTOR C-4.1 (SECURITY LTG) I j I I I I I I------------- TO CONTACTOR C-2.1, C-2.2 (CUSTOMER LTG), ---1------ I I I I I AND C-1.3 (SHOWCASE LTG.) TO CONTACTOR C-1.1, C-1.2 (EMPLOYEE LTG) L I Ie-------- it--------�"T I ( II II II I I I II II II I I II I L _� I I I IjjI I II T — — — — — — — —� I L I II II I I II II I I I II I I UI L -I I • I I � 12 CONTROL RELAY WIRING BY E.C. TO REMOTE OVERRIDE PANEL SEE DETAIL 5/ME-1 I J VERIFY WITH OFFICE DEPOTo z BY E. C. REPRESENTATIVE IF REQUIRED m � z0 (L (L 0 1-1/4" CONDUIT CIRCUITS: LENNOX LOGIC ELECTRICAL CONTRACTOR TO BMS #2 SUPPLY 1/2" CONDUIT AND T132 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 ETM -2020 20 AMP CIRCUIT TO RTU # RTU # EC BMS #1 O (2) CIRCUIT SUB PANEL AERMINALS GND 1 GND 2 OND 3 OND 4 GND 5 OND •6 GND 7 GND a _ _ A21 IRING REMOTE OVERRIDE ItWJTS/SCHEDULE STATUS OUTPUTS 2 FIELD ice: caNrXT CU=RE C#V Wrum LID r 3_SH 3 _SHaa T T ---- ---- ---- ---- ---- ---- ---- ---- ---- ----� SSAC PHASE LOSS MONITOR SHALL 18 BE PROTECTED WITH A 20 AMP, 3 - - - - - - - - - - - - - - - - - - _ POLE CIRCUIT BREAKER OR A 10 CP -1 I I + _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ AMP FUSED DISCONNECT FURNISHED 1 _ _ _ _ _ _ _ o AND INSTALLED BY THE ELECTRICAL CONTRACTOR. TELEPHONE LINE I I I l I f l BY OWNERPHON I I i + 21 JACK - 04 nn� n n I n I n n I n I n I n n n n --r n -n O1 O2 I I 1 EMS DIAGRAM ME1 SCALE: N.T.S. ANALOG LIGHT SENSOR OUTDOOR TEMPERATURE SENSOR (2) 8761 TO EXECUTIVE CONTROLLER LOCATION OUTDOOR SENSOR ASSEMBLY SCALE: N.T.S. REMOTE OVERRIDE PANEL (FRONT) REMOTE OVERRIDE PANEL (BACK) WIRING FOR I 2 O O TOP UNITS O NOT USED NOT USED EMP LIGHTS PARK'G LIGHTS OUST LIGHTS BLDG. SIGNS SECURITY LIGHTS PYLON SIGNS GND EM LIGHTS E 1:10 ElpIGHTS RKING ELECTRICAL ROOM- - �CUSTOMER LIGHTS 1:1E BUILDING SIGNS OO SECURITY 0 E SINS 7 O 13 O 9 12 MEN'S RESTROOM REMOTE OVERRIDE PANEL (BACK) 0 —MOUNT OVERRIDE PANEL IN MANAGERS OFFICE NEXT TO LIGHT SWITCH AT 48" A.F.F. * VERIFY WITH OFFICE DEPOT REPRESENTATIVE IF REQUIRED WIRING BY E I OUTDOOR SENSOR ASSEMBLY 1' WEATHERHEAD O 1" RIGID CONDUIT MOUNTING ASSEMBY 4 NEMA 1 JUNCTION BOX BACK WALL OF BUILDING Lu �L1_ N I_ REMOTE OVERRIDE BUTTON CONFIGURATION SCALE: N.T.S. A16 CONTROL MICROPROCESSOR 39 0_� 40 SH J A2 _ BLACK 41 l + � ROOM - - — + AIR SENSOR NOTES: BRED ROOM AIR SENSORS ARE — — REQUIRED FOR NON—SALES AREA UNITS. TEMPORARY CONNECTION PRIOR TO INSTALLATION OF SMOKE DETrnrnn LOW VOLTAGE JUNCTION BOX TB1 WIRING FOR I 2 O O TOP UNITS OVER NOT USED NOT USED EMP LIGHTS PARK'G LIGHTS OUST LIGHTS BLDG. SIGNS SECURITY LIGHTS PYLON SIGNS GND 4 I-� F_i�Rl ELECTRICAL ROOM- - 6 5 7 OO 6 O O 7 0 —MOUNT OVERRIDE PANEL IN MANAGERS OFFICE NEXT TO LIGHT SWITCH AT 48" A.F.F. * VERIFY WITH OFFICE DEPOT REPRESENTATIVE IF REQUIRED WIRING BY E I OUTDOOR SENSOR ASSEMBLY 1' WEATHERHEAD O 1" RIGID CONDUIT MOUNTING ASSEMBY 4 NEMA 1 JUNCTION BOX BACK WALL OF BUILDING Lu �L1_ N I_ REMOTE OVERRIDE BUTTON CONFIGURATION SCALE: N.T.S. A16 CONTROL MICROPROCESSOR 39 0_� 40 SH J A2 _ BLACK 41 l + � ROOM - - — + AIR SENSOR NOTES: BRED ROOM AIR SENSORS ARE — — REQUIRED FOR NON—SALES AREA UNITS. TEMPORARY CONNECTION PRIOR TO INSTALLATION OF SMOKE DETrnrnn LOW VOLTAGE JUNCTION BOX TB1 I 14 I I I II I I I I I I 24V COMMON II I I I I I I I I I 14 -0 RTU CONTROLS 24V FROM RTU FIELD WIRING FOR I 2 LENNOX/LOGIC ROOF TOP UNITS OVER 3 4 CONTROL 0O ELECTRICAL ROOM- - 6 5 7 OO 6 - - - - 0-0 7 40 EMPLOYEE'S LOUNGE 8 9 12 MEN'S RESTROOM �4 3 -_ 0___0 10 -- �5 0_ 11 BLACK / 0_ � 12 DOCK A2 + ROOM AIR 13 20 0__O 14 8 0___ OO15 I 14 I I I II I I I I I I 24V COMMON II I I I I I I I I I 14 -0 RTU CONTROLS 24V FROM RTU FIELD WIRING FOR NEW LENNOX/LOGIC ROOF TOP UNITS OVER 5 TONS RTU USING NOVAR ETM 2050 OR 2051 MODULE + 24V FROM RTU BLACK 14 I I I � I I I I I I I II III III 24V COMMON FIELD WIRING FOR NEW LENNOX/LOGIC ROOF TOP UNITS 5 TONS OR LESS RTU USING NOVAR ETM 2050 OR 2051 MODULE -SHIELD+ - + - + — + - + - + - + - + - + TB3 OUID" SAUS ske� NW IN iff SHR S 5MOR SPARE �m SPARE SPARE `.?JP—SE aAss x sv tkiwm►wc AM LU 20W, 4-20 mA M fC4 WOP OR OWRACT CLWJRE ONLY — ---"\ 1ClT/u06kAlifCR CLASS 2 INPUTS u°�D00r+rR TTa+P°t ATURE wD°LSE LM sEUEvr " r T rO°Toumrr o I t I SSAC 3 PHASE POWER S SEN INPUT Sur 14,19 2A 2WVAO W m A • T134_ + _SHIELD+ - + RET + RET + r11 -i INSHIELDu i I 0 p LINE MONITOR. IN A 12"x6' x12"NEMA �+� - - i I 1 ENCLOSURE. I I I I I _____120VAC (BMS -1) IF — I — LL�- TO PULSE METER 10° -- -- -- -- -- -- -- -- -- --� OTS EXECUTIVE CONTROLLER WIRING SCALE: N.T.S. GENERAL NOTES 1. THE ELECTRICAL MITRACTGR IS TO INSTALL ALL NOVAR FURNISHED PRODUCTS NOT CO'&RED BY 1A.C. REFER TO EMS KE'fED NOTE 1. COORDINATE VATH MECHANICAL CONTRACTOR. 2• THE ELECTMCA1 CC�ITRACTOR SHALL MAKE ALL 120 VOLT AND ABOVE TERMINAT101I3, A1ID ALL LOW 'iV-TAGE TERMINATIONS AT REMOTE DEVICES. 3. NOVAR IS TO UAKE ALL LOW VOLTAGE TERMINATIONS AT THE NOVAR MODULES, FL Ji1SH SUPER'ASION, PROGRAMMING AND FINAL SYSTEM CHECKOUT. 4, ELECTRICAL CCIITRACTCR SHALL FURNISH AND INSTALL ALL LIGHTING CONTACTCRS AS (NC"AL Y CLOSED, El ECTRICALLY HELD, 120V COIL), REQUIRED TO llAXE A COMPLETE OPERATi`f SYSTEM. SEE DRAWING 1/ME-1 'E.bIS DIAGRAM' FOR CONTROL DESCRIPTION. 5. ALL INQUIRIES PERTAIM11G TO THE ENERGY MANAGEMENT AND CONTROL SYSTEM SHOULD 3E DIRECTED TO: PROJECT MANAGEMENT GROUP NOVAR CONTROLS 24 BRO'rfrl ST. BARBERTON, OH 44203 (330) 745-0074 6. THE FOLLO'NING iT7dS 'MUL BE FUR111SHED BY NOVAR & INSTALLED BY THE ELECTRICAL CCtITRACTCR: 1. EXECUTIVE CONTROLLER 2. VIAL TEMPERATURE SENSORS 3. OUTDOOR SENSOR ASSEMBLY 4. REMOTE OVERRIDE PANEL 5. PHASE LOSS ENCLOSURE WIRE LEGEND LOW VOLTAGE VARING, 18 GA./ 2 COND. LOW VOLTAGE 'HIRING, 18 GA./ 9 COND. - - - - — SHIELDED CABLE, BELDEN # 8761 OR EQUIVALENT --------------- IJP1E `/OLTACE 'MR1NG IN CONDUIT E.C. = ELECTRICAL CQITRACTCR EIICTRONIC THERMOSTAT � MODULE FAN STATUS (PRESSURE SWITCH) DISCHARGE AIR ET)A - DPS L DUCT TEMPERATURE DTY. FILTER H /—(PRESSURE SWITCH) SENSOR 1 \ ` 1 0 ! 111 7-11 H RETURN AIR DUCT / 1 , TEMPERATURE SENSOR RTS 1 I RTS ROOF CURB I ROOF UNE —� I 1 TO ROOF TOP UNITS r � 14 FIELD WIRING f OR NEW LENNOX/LOGIC UNIT RTU USING NOVAR ET)d 2050 OR 2051 MODULE PHASE LOSS MONITOR SCALE: N.T.S. E.M.S. KEYED NOTES (-�) 0 01 ETM, DUCT SENSORS, AIRFLOW SWITCH & FILTER SWITCH ARE FACTORY INSTALLED IN NEW UNITS. ETM & DUCT SENSORS ARE FIELD INSTALLED BY NOVAR IN NON-LENNOX LOGIC UNITS. SEE DETAILS 6/ME-1 & 8/ME-2 FOR FIELD WIRING TERMINATIONS OF COMMUNICATION AND SENSOR WIRING CONNECTION. 02 NOT USED 03 RIGID CONDUIT AND JUNCTION BOX ARE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE OUTDOOR SENSOR AND MOUNTiNG ASSEMBLIES ARE FURNISHED BY NOVAR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 04 THE REMOTE OVERRIDE PANEL IS TO BE MOUNTED ON A STANDARD 4" SQUARE BOX WITH A PLASTER RING IN THE MANAGERS OFFICE. 05 THE ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL ALL CONDUITS, CABLE AND CONTACTORS AS REQUIRED. ELECTRICAL CONTRACTOR SHALL INSTALL ALL CONTROL CABLE IN 1/2" CONDUIT IF CABLE 15 BELOW THE BAR JOISTS OR INSIDE WALLS AS REQUIRED BY CODE. O THE NOVAR ELECTRONIC THERMOSTAT MODULE IS FACTORY INSTALLED IN LENNOX ROOF TOP UNITS, SEE DETAIL 6A/ME-1, 6B/ME-1, 6C/ME-1, SEE ARRANGEMENT FOR NON-LENNOX UNIT ON DRAWING 7/ME-1 & 8/ME-2. 07 EC TO SUPPLY 2 CIRCUIT SUB PANEL NEXT TO THE EXECUTIVE CONTROLLER WITH TWO 15 AMP BREAKERS. O FOR OUTDOOR SENSOR ARRANGEMENT SEE DET. 3/ME-1 O FOR ROOF TOP UNIT ARRANGEME14T SEE DETAILS 6A/ME-1, 6B/ME-1, 6C/ME-1 & 7,8/ME-2 10 CUSTOMER REQUESTED KWH PULSE METER PULSE VALUE TO BE PROVIDED TO NOVAR FOR PROGRAMMING. 11 TR--2,100VA TRANSFORMER TO SUPPLY POWER FOR FIELD CONTROL RELAYS, POWERED BY BMS #2 CIRCUIT AND LOCATED IN CP -1. 12 INTERFACE RELAYS FOR EXECUTIVE CONTROLLER OUTPUTS AS INDICATED. 13 REMOTE OVERRIDE PANEL , SEE DET. 5/ME-1 FOR LABELING AND LOCATION. 14 COMMUNICATION CABLE BY E.C. DAISY CHAINED TO ROOF TOP UNIT MOUNTED ELECTRONIC THERMOSTAT MODULES. FOR DETAILS SEE DET. 6A/ME-1, 68/ME-1, 6C/ME-1, 7/ME-2 & 8/ME-2. 15 OUTDOOR ANALOG LIGHT SENSOR, SEE DETAIL 3/ME-1 FOR MOUNTING. ALS = OUTDOOR ANALOG LIGHT SENSOR 16 TR -1, 40VA TRANSFORMER TO SUPPLY POWER TO THE EXECUTIVE CONTROLLER, POWERED BY BMS #1 CIRCUIT AND LOCATED IN CP -1. 17 OUTDOOR TEMPERATURE SENSOR, SEE NOTE 3 AND DETAILS 2/ME-1 AND 3/ME-1. OTS = OUTDOOR TEMPERATURE SENSOR 18 PHASE MONITOR SHALL BE PROTECTED VIA 20A 3 POLE CIRCUIT BREAKER 108 OR 10AMP FUSED DISCONNECT. SEE E-4, PANEL C FOR CIRCUITS. 19 PHASE MONITOR-SSAC MODEL WVM FOR 460V, SEE DETAIL 4/ME-1 20 NEMA 1 ENCLOSURE (BY EC), SEE DETAIL 4/ME-1 21 WALL TEMPERATURE SENSOR, WTS 1010, SALES AREA SEE DWG. E1.1 AND M1.0 FOR LOCATION. SOI= SALES AREA WALL TEMPERATURE SENSOR O2 = SALES AREA WALL TEMPERATURE SENSOR 22 NOT USED (D3= = NOT USED 23 ROOM AIR SENSORS FROM RTU'S 5 & 6, SEE DWG. E1.1 AND M1.0 FOR LOCATION. TS 2= LUNCH ROOM AIR SENSOR, LOCATED NEAR AIR GRILLE TS 1 = FRONT STORAGE ROOM AIR SENSOR FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SQ. FT. LOW BUILDING 2 A16 JU CTIONTAGE BOX CHECKOUT AREA 4 CONTROL TB1 ELECTRICAL ROOM- - 6 MICROPROCESSOR 7 CORRIDORS 39 - - - - 1 2 LADIES RESTROOM 40 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM �4 3 -_ 41 + - -- -- �5 16 SPRINKLER ROOM - BLACK 6 18 DOCK A2 + ROOM AIR 7 20 SLAB THICK./P.S.I. SENSOR 8 22 RED _ __ _ _ -__0 9 - NOTES: CEILING HEIGHT: ROOM AIR SENSORS ARE REQUIRED 10 FOR NON -SALES AREA UNITS. O11 012 0,3 TEMPORARY CONNECTION 014 PRIOR TO INSTALLATION OF SMOKE DETECTOR. 15 NC BLUE NC — TO RTU CONTROLS UNIT C RED 24V POWER + 24V FROM RTU BLACK 14 I I I � I I I I I I I II III III 24V COMMON FIELD WIRING FOR NEW LENNOX/LOGIC ROOF TOP UNITS 5 TONS OR LESS RTU USING NOVAR ETM 2050 OR 2051 MODULE -SHIELD+ - + - + — + - + - + - + - + - + TB3 OUID" SAUS ske� NW IN iff SHR S 5MOR SPARE �m SPARE SPARE `.?JP—SE aAss x sv tkiwm►wc AM LU 20W, 4-20 mA M fC4 WOP OR OWRACT CLWJRE ONLY — ---"\ 1ClT/u06kAlifCR CLASS 2 INPUTS u°�D00r+rR TTa+P°t ATURE wD°LSE LM sEUEvr " r T rO°Toumrr o I t I SSAC 3 PHASE POWER S SEN INPUT Sur 14,19 2A 2WVAO W m A • T134_ + _SHIELD+ - + RET + RET + r11 -i INSHIELDu i I 0 p LINE MONITOR. IN A 12"x6' x12"NEMA �+� - - i I 1 ENCLOSURE. I I I I I _____120VAC (BMS -1) IF — I — LL�- TO PULSE METER 10° -- -- -- -- -- -- -- -- -- --� OTS EXECUTIVE CONTROLLER WIRING SCALE: N.T.S. GENERAL NOTES 1. THE ELECTRICAL MITRACTGR IS TO INSTALL ALL NOVAR FURNISHED PRODUCTS NOT CO'&RED BY 1A.C. REFER TO EMS KE'fED NOTE 1. COORDINATE VATH MECHANICAL CONTRACTOR. 2• THE ELECTMCA1 CC�ITRACTOR SHALL MAKE ALL 120 VOLT AND ABOVE TERMINAT101I3, A1ID ALL LOW 'iV-TAGE TERMINATIONS AT REMOTE DEVICES. 3. NOVAR IS TO UAKE ALL LOW VOLTAGE TERMINATIONS AT THE NOVAR MODULES, FL Ji1SH SUPER'ASION, PROGRAMMING AND FINAL SYSTEM CHECKOUT. 4, ELECTRICAL CCIITRACTCR SHALL FURNISH AND INSTALL ALL LIGHTING CONTACTCRS AS (NC"AL Y CLOSED, El ECTRICALLY HELD, 120V COIL), REQUIRED TO llAXE A COMPLETE OPERATi`f SYSTEM. SEE DRAWING 1/ME-1 'E.bIS DIAGRAM' FOR CONTROL DESCRIPTION. 5. ALL INQUIRIES PERTAIM11G TO THE ENERGY MANAGEMENT AND CONTROL SYSTEM SHOULD 3E DIRECTED TO: PROJECT MANAGEMENT GROUP NOVAR CONTROLS 24 BRO'rfrl ST. BARBERTON, OH 44203 (330) 745-0074 6. THE FOLLO'NING iT7dS 'MUL BE FUR111SHED BY NOVAR & INSTALLED BY THE ELECTRICAL CCtITRACTCR: 1. EXECUTIVE CONTROLLER 2. VIAL TEMPERATURE SENSORS 3. OUTDOOR SENSOR ASSEMBLY 4. REMOTE OVERRIDE PANEL 5. PHASE LOSS ENCLOSURE WIRE LEGEND LOW VOLTAGE VARING, 18 GA./ 2 COND. LOW VOLTAGE 'HIRING, 18 GA./ 9 COND. - - - - — SHIELDED CABLE, BELDEN # 8761 OR EQUIVALENT --------------- IJP1E `/OLTACE 'MR1NG IN CONDUIT E.C. = ELECTRICAL CQITRACTCR EIICTRONIC THERMOSTAT � MODULE FAN STATUS (PRESSURE SWITCH) DISCHARGE AIR ET)A - DPS L DUCT TEMPERATURE DTY. FILTER H /—(PRESSURE SWITCH) SENSOR 1 \ ` 1 0 ! 111 7-11 H RETURN AIR DUCT / 1 , TEMPERATURE SENSOR RTS 1 I RTS ROOF CURB I ROOF UNE —� I 1 TO ROOF TOP UNITS r � 14 FIELD WIRING f OR NEW LENNOX/LOGIC UNIT RTU USING NOVAR ET)d 2050 OR 2051 MODULE PHASE LOSS MONITOR SCALE: N.T.S. E.M.S. KEYED NOTES (-�) 0 01 ETM, DUCT SENSORS, AIRFLOW SWITCH & FILTER SWITCH ARE FACTORY INSTALLED IN NEW UNITS. ETM & DUCT SENSORS ARE FIELD INSTALLED BY NOVAR IN NON-LENNOX LOGIC UNITS. SEE DETAILS 6/ME-1 & 8/ME-2 FOR FIELD WIRING TERMINATIONS OF COMMUNICATION AND SENSOR WIRING CONNECTION. 02 NOT USED 03 RIGID CONDUIT AND JUNCTION BOX ARE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE OUTDOOR SENSOR AND MOUNTiNG ASSEMBLIES ARE FURNISHED BY NOVAR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 04 THE REMOTE OVERRIDE PANEL IS TO BE MOUNTED ON A STANDARD 4" SQUARE BOX WITH A PLASTER RING IN THE MANAGERS OFFICE. 05 THE ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL ALL CONDUITS, CABLE AND CONTACTORS AS REQUIRED. ELECTRICAL CONTRACTOR SHALL INSTALL ALL CONTROL CABLE IN 1/2" CONDUIT IF CABLE 15 BELOW THE BAR JOISTS OR INSIDE WALLS AS REQUIRED BY CODE. O THE NOVAR ELECTRONIC THERMOSTAT MODULE IS FACTORY INSTALLED IN LENNOX ROOF TOP UNITS, SEE DETAIL 6A/ME-1, 6B/ME-1, 6C/ME-1, SEE ARRANGEMENT FOR NON-LENNOX UNIT ON DRAWING 7/ME-1 & 8/ME-2. 07 EC TO SUPPLY 2 CIRCUIT SUB PANEL NEXT TO THE EXECUTIVE CONTROLLER WITH TWO 15 AMP BREAKERS. O FOR OUTDOOR SENSOR ARRANGEMENT SEE DET. 3/ME-1 O FOR ROOF TOP UNIT ARRANGEME14T SEE DETAILS 6A/ME-1, 6B/ME-1, 6C/ME-1 & 7,8/ME-2 10 CUSTOMER REQUESTED KWH PULSE METER PULSE VALUE TO BE PROVIDED TO NOVAR FOR PROGRAMMING. 11 TR--2,100VA TRANSFORMER TO SUPPLY POWER FOR FIELD CONTROL RELAYS, POWERED BY BMS #2 CIRCUIT AND LOCATED IN CP -1. 12 INTERFACE RELAYS FOR EXECUTIVE CONTROLLER OUTPUTS AS INDICATED. 13 REMOTE OVERRIDE PANEL , SEE DET. 5/ME-1 FOR LABELING AND LOCATION. 14 COMMUNICATION CABLE BY E.C. DAISY CHAINED TO ROOF TOP UNIT MOUNTED ELECTRONIC THERMOSTAT MODULES. FOR DETAILS SEE DET. 6A/ME-1, 68/ME-1, 6C/ME-1, 7/ME-2 & 8/ME-2. 15 OUTDOOR ANALOG LIGHT SENSOR, SEE DETAIL 3/ME-1 FOR MOUNTING. ALS = OUTDOOR ANALOG LIGHT SENSOR 16 TR -1, 40VA TRANSFORMER TO SUPPLY POWER TO THE EXECUTIVE CONTROLLER, POWERED BY BMS #1 CIRCUIT AND LOCATED IN CP -1. 17 OUTDOOR TEMPERATURE SENSOR, SEE NOTE 3 AND DETAILS 2/ME-1 AND 3/ME-1. OTS = OUTDOOR TEMPERATURE SENSOR 18 PHASE MONITOR SHALL BE PROTECTED VIA 20A 3 POLE CIRCUIT BREAKER 108 OR 10AMP FUSED DISCONNECT. SEE E-4, PANEL C FOR CIRCUITS. 19 PHASE MONITOR-SSAC MODEL WVM FOR 460V, SEE DETAIL 4/ME-1 20 NEMA 1 ENCLOSURE (BY EC), SEE DETAIL 4/ME-1 21 WALL TEMPERATURE SENSOR, WTS 1010, SALES AREA SEE DWG. E1.1 AND M1.0 FOR LOCATION. SOI= SALES AREA WALL TEMPERATURE SENSOR O2 = SALES AREA WALL TEMPERATURE SENSOR 22 NOT USED (D3= = NOT USED 23 ROOM AIR SENSORS FROM RTU'S 5 & 6, SEE DWG. E1.1 AND M1.0 FOR LOCATION. TS 2= LUNCH ROOM AIR SENSOR, LOCATED NEAR AIR GRILLE TS 1 = FRONT STORAGE ROOM AIR SENSOR REVISIONS DATE BY SYMBOL DESCRIPTION G — "In BAL ENGINE 1 EKING CONSULTANTS INC. 2151 W. HILLSBORO BLVD., SUITE 305 DEF_RFIELD BEACH, FL 33442 (954) 571-1845 FAX: 571-1846 STFII11EN Z ARCHITECTURE PLMNING AND DESIGN 700 N. E. 74th STREET BOCA RATON FLORIDA 33487 PHONE (561) 999-9290 FAX (561) 999-0119 NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON— FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFiCALY RESERVED. 2200 Old Germantown Road Delra Beach, FL 33445 OFFICE DEPOT 561278-4800 THE OFFICE PLACE 561/2654178 (FAX) UE SUHIP I IUN FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SQ. FT. 1 BUILDING 2 CASH OFFICE -- 3 CHECKOUT AREA 4 COPY CENTER 5 ELECTRICAL ROOM- - 6 RECEIVING OFFICE 7 CORRIDORS B JANITOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SAFES AREA - - 15 STORAGE 16 SPRINKLER ROOM - 17 BREAK BULK -- - - 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FiNISH: CEILING HEIGHT: SPECIAL NOTES: V. REVISIONS DATE BY SYMBOL DESCRIPTION G — "In BAL ENGINE 1 EKING CONSULTANTS INC. 2151 W. HILLSBORO BLVD., SUITE 305 DEF_RFIELD BEACH, FL 33442 (954) 571-1845 FAX: 571-1846 STFII11EN Z ARCHITECTURE PLMNING AND DESIGN 700 N. E. 74th STREET BOCA RATON FLORIDA 33487 PHONE (561) 999-9290 FAX (561) 999-0119 NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON— FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFiCALY RESERVED. 2200 Old Germantown Road Delra Beach, FL 33445 OFFICE DEPOT 561278-4800 THE OFFICE PLACE 561/2654178 (FAX) UE SUHIP I IUN NOVAR ENERGY MANAGEMENT SYSTEM LOCATION 3707 S ORLANDO DRIVE SANRD)FLORIDA 32773 - DATE STORE NO. SCALE DRAWN BY 02/08/99 LINEALS -- 980245 SQUARE FT NONE - MB CHECK BY 24,654 DM pulls ' 9 "w CITY OF SANF6 PLOT SCALE: 3/32" =1'-0" DWG. NO. ELECTRONIC THERMOSTAT MODULE, ETM 2020 ETM ROOF LINE I \ DUCT TEMPERATURE SENSOR, DTS-30 \ DTS TO ROOF TOP UNITS FIELD WIRING NON—LENNOX ROOF CURB WALL TEMPERATURE SENSOR WTS FOR EXISTING LOGIC UNITS RTU USING NOVAR ETM 2020 MODULE 0 O � i L__ 0 I I ODc I I (NOT USED) RECEIVING UNIT HEATER WIRING SCALE: N.T.S. 0 NOTES: 1. 24—VAC TRANSFORMER, LOCATED INSIDE UNIT HEATER, SUPPLIED BY OTHERS. WHT 2. EXECUTIVE CONTROLLER. CASH OFFICE 3. WTS-10, WALL TEMPERATURE SENSOR. CHECKOUT AREA LOCATED IN ZONE TO BE SERVED. NOT TO BE MOUNTED IN DIRECT LINE OF AIR FLOW OF UNIT HEATER OR ON AN OUTSIDE_ WALL. DAMPER 4. NOVAR CONTROL RELAY, MOUNTED NEAR UNIT HEATER, INSIDE OF A JUNCTION BOX, WIRE TO N. C. CONTACTS. 5. UNIT HEATER. Y1 6. CONTROL RELAY FOR UNIT HEATER. EMPLOYEE'S LOUNGE-- EXECUTIVE CONTROLLER TERMINAL STRIP ROOFTOP HVAC TERMINAL STRIP. CONNECTIONS TO BE FIELD VERIFIED. ODULE CLASS 2 INPUTS CLASS 2 1— 2 3 4� 5 6 7 8- 39 40 41 42 43144 45146 47148 49150 51 152 53154 55 156 57 mn QlY ETM -2020, ELECTRIC THERMOSTAT MODULE INSTALLED. 24VAC POWER FROM J I Il i THE ROOFTOP CONTROL CIRCUIT v --NETWORK COMMUNICATIONS F1 1 1 1 , 1 I 1 -------------� 1 1 , KO , 'I/TS-10, WALL DTS-30. DUCT TCMPERATURE TEMPERATURE SENSOR. SENSOR. MOUNTED IN MOUNTED IN THE ' THE ?ONE TO BE SUPPLY AIR SERVED. DUCT BELOW THE 1 ROOF LINE. FIELD �NIRING FOR EXISTING NON—LENNOX/LOGIC UNITS RTU USING NOVAR ETM 2020 MODULE FIELD FACILITY ANALYSIS/5Q FUU! IAC;E AREA BREAKDOWN X SQ. FT. 1 WHT W1 CASH OFFICE 3 CHECKOUT AREA W2 ( 5 BLK 6 DAMPER FU CORRIDORS — -- 8 JANfTOR''S CLOSET" YEL Y1 10 EMPLOYEE'S LOUNGE-- 11 MANAGERS OFFICE 12 MEN'S RESTROOM ORG Y2 14 SALES AREA 15 STORAGE GRN G 17 BREAK BULK 18 DOCK 19 TRUCKWELL RED R 21 COM 23 ODULE CLASS 2 INPUTS CLASS 2 1— 2 3 4� 5 6 7 8- 39 40 41 42 43144 45146 47148 49150 51 152 53154 55 156 57 mn QlY ETM -2020, ELECTRIC THERMOSTAT MODULE INSTALLED. 24VAC POWER FROM J I Il i THE ROOFTOP CONTROL CIRCUIT v --NETWORK COMMUNICATIONS F1 1 1 1 , 1 I 1 -------------� 1 1 , KO , 'I/TS-10, WALL DTS-30. DUCT TCMPERATURE TEMPERATURE SENSOR. SENSOR. MOUNTED IN MOUNTED IN THE ' THE ?ONE TO BE SUPPLY AIR SERVED. DUCT BELOW THE 1 ROOF LINE. FIELD �NIRING FOR EXISTING NON—LENNOX/LOGIC UNITS RTU USING NOVAR ETM 2020 MODULE FIELD DATE BY.- SYMBOL DESCRIPTIQ 7 f10, *eta-' FTd }' ''` is .f. GLO BAL ENGINE EKING CONSULTANTS, INC. 2151 W. HILLSBORO BLVD., SUITE 305 DEERFIELD BEACH, FL 33442 (954) 571-1845 FAX: 571-1846 STEVEN ZE N ARCHIITECT ARCHITECTURE PLANNING AND DESIGN 3201 N. W. 28th TERRACE BOCA RATON FWRIDA 334434-3477 PHONE 561) 479-1071 FAX (561) 477-0280 NOTICE I ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WfTHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road Dela Beach, FL 3341~45 OFFICE DEPOT 551%278-4500 THE OFFICE PLACE 561/265-4178 (FAX) DLSCRIP I ICON FACILITY ANALYSIS/5Q FUU! IAC;E AREA BREAKDOWN X SQ. FT. 1 BUILDING 2 CASH OFFICE 3 CHECKOUT AREA 4 COPY CENTER 5 ELECTRICAL ROOM 6 RECEIVING OFFICE 7 CORRIDORS — -- 8 JANfTOR''S CLOSET" 9 LADIES RESTROOM — 10 EMPLOYEE'S LOUNGE-- 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FILOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: DATE BY.- SYMBOL DESCRIPTIQ 7 f10, *eta-' FTd }' ''` is .f. GLO BAL ENGINE EKING CONSULTANTS, INC. 2151 W. HILLSBORO BLVD., SUITE 305 DEERFIELD BEACH, FL 33442 (954) 571-1845 FAX: 571-1846 STEVEN ZE N ARCHIITECT ARCHITECTURE PLANNING AND DESIGN 3201 N. W. 28th TERRACE BOCA RATON FWRIDA 334434-3477 PHONE 561) 479-1071 FAX (561) 477-0280 NOTICE I ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WfTHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road Dela Beach, FL 3341~45 OFFICE DEPOT 551%278-4500 THE OFFICE PLACE 561/265-4178 (FAX) DLSCRIP I ICON NOVAR ENERGY MANAGEMENT SYSTEM L OCATION 3707 S ORLANDO DRIVE_ SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 02/08/99 980245 NONE MB LINEALS SQUARE FT CHECK BY 24,654 DM PLANS RIME'iULD CITY OF SANF RD PLOT SCALE: 3/32'a=1'-0" DWG, NO. coo Z ,-" . - - -4C HVAC ROOF TOP EQUIPMENT SCHEDULE A- TITUS TMS SYMBOL CAT. NO. MFGR. DESCRIPTION BTUH IN TONS ELECTRICAL TOT. COOL. BTUH SEN. COOL. BTUH TOT. CFM EER EXT. STAT. PRIES. FAN MOTOR MIN. CIRCUIT AMPS MAX FUSE AMPS **WEIGHT REMARKS *RTU -1 THRU *RTU -6 LCA156H1Y LENNOX ROOF TOP 141,800 BTUH 11.8 208 Y/31/60 155,000 115,000 5200 11.5 1.0 3 HP 69 80 142 �OUTDCOR AIR DAMPER/24 D O.A. HOOD SEEVOAH18 TES MO M40-7.5 208V 3P ELEC HEAT RTU -7 CHA16-261 LENNOX ROOF TOP 22,800 BTUH 1.9 208 v/Y/60 24,100 19,039 800 10.2 0,6 1/3 HP 17.7 25 397 w OUTDOOR AIR DAMPER AD16-41 J� U a. (NO ElEC1�C [RTU -1 CHA16-653 LENNOX ROOF TDP 62,400 BTUH 5.2 208 v/31/60 61,900 46,425 2000 9.4 1,35 3/4 HP 30 45 577 HU M DAM IN16-65 0A WAANN0 ECH16-10 (208 /3P) ELEC HEAT (10x10 DUCT UP TO FAN) x 284 CFM 1WITM 40 CFMRD NK SMOKE EVACUATION: NOTE: EMERGENCY VENTILATION AS REQUIRED BY CODE SHALL BE ACCOMPLISHED BY POWEERA EXHA ST FAN )SUPPLIED WITH R 'S 1 EA(R,H. S.INT RCONNEC� 0 AN AUDIB 24ALAR SiGNAL OR TOFAN(APP OVER CENTRAL STATION. USE OPTION NO. 2 ON SMOKE DETECTION CONTROL BLOWER ON, EXHAUST FAN ON, DAMPER CLOSED (NEGATIVE PRESSURE). ** WEIGHT(NET) INCLUDES ACCESSORIES INCLUDED WITH UNIT SUCH AS CURB, H0 , ECONOMIZER AND CONCENTRIC PACKAGE (DIFFUSER EXHAUST FAN SCHEDULE: EF #1 GREENHECK fE1,80-4 6 0 0.5 STATIC PRESSURE R.Pi.3 1 4H.P. MOTOR 208v / 3 h. 1530 R, SONES ROViDE 10 X 10 BACKDRAFT DAMPER BIRDSCREEN, DISCONNECT SWITCH AND INSULATED WOF CURB. CORROSION COATING., ROOFTOP HV C UNITS SHALL BE SUPPLIED LATH THE MANUFACTURERS TECHNICOP CORROSION RESISTENT COATING ON THE CONDENSM COILS EVAPORATOR COILS, INTERIOR COMPARTMENTS AND THE EXTERNAL SHEET METAL T T T OUTSIDE AIR REQUIREMENTS THE F01_I OWING DATA IS BASED UPON ASHRAE STANDARD 62.1989. MODIFY IF REQUIRED TO COMPLY WITH MORE STRINGENT LOCAL CODES. SALES AND RECEIVING: NET AREA. 21,7' S.F. O.A. = 0.3 CFM S.F. X 21150 S.F. = 6525 CFM 6525 CFM / 6 NITS = 1b88 CFM +/ - PER UNIT EMPLOYEE LOUNG'�: 10 PEOPLE X 30 CFM 7PERS = 300 UM RECEIVING OFFICE - 2 PERSONS X 20 CIM I PERS = 40 CFM Q ORRa I%SO.F X 120 = 60 a MANAGERS X 20 C C% PERS = 20 CTIA 1 CASH HSON Xl� � / PSS = 20 CFM M - 8 TOAN 440 CI:Ii SECURE STOCKROOM: 59 S.F. X1115�S.F. = 900 R?J -IMTu 90 CN t -- - - D 'C1 HN.A.C. PLAN KEY NOTES O NOT USED. 2O INSTAL RTU#7 WITH MAXIMUM CLEARANCE TO EDGE OF ROOF AND AS REQUIRED TO CONCEALL, ALL DUCTWORK FROM SANS AREA BEHIND STORAGE ROOM PARTITION. DUCTWORK IN STORAGE ROOM TO BE INSTALLED TIGHT TO BAR JOISTS. Q NOT USED. DUCT DETECTOR NOTES 1. HN.A.C. CONTRACTOR SHALL PROVIDE FIRESTATS FOR ALL HN.A.C. SWSiE1r1S WITH 2000 C.F.M. AND LESS UNITS GREATER THAN 2000 CFM SHALL HAVE SMOKE DETECTORS IN ACCORDANCE WITH REQUIREMENTS OF THE LOCA! FIRE DEPARTMENT, LOCAL 80 -DING OFFICIALS, STATE CODE, AND NFRk90A AND THE FOLLOWNING MDMA_ REWIRL7AOM 2. DUCT DETECTORS SHALL BE UL LISTED (MA) FOR USE IN AIR DISTgIEiUiION SY5Tx 5. DETECTORS SHAD BE BY "BW, 'HONEYWE? L', OR SYSif1,l SENSOR , MODEL NO. DH40'JACDCI, 4 WIRE, WITH REMOTE (TEST) IP�iCATOR ((M�ODEL RTS01), COMHEFE WITH TWO (2) SETS OF CONTACTS SUTABLE FOR SHUT DOWN OF THE RESPECTIVE HN.A.C. SYSTEM AND FOR INTERLOCKING WiTH THE BUILDING ALARM SYSTEM. SYSTEMS LESS THAN 2000 CFM SHALL USE HONEYWELL L 4029ElO29 HIGH LIMIT CONTROUI 53, WITH MANUAL RESET. 3. THE HN.A.C. CONTRACTOR SH L W FURNISH AND MOUNT DUCT DETECTORS AND THE ELECTRICAL CONTRACTOR 5HAL. MOUNT AND WARE THE REMOiE INDICATORS. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION. THE H.V.A.G CONTRACTOR AND THE EECiRICAL CONTRACTOR SHA! JOINTLY PROVIDE ALI TESTING AS REQUIRED TO DEMONSTRATE TO THE BUILDING AND FIR_ DEPARTMENT OFFICIALS AND TO THE OFFICE DEPOT CONSTRUCTION PROJECT MANAGER THAT AL DUCT DETECTORS AND REMOTE INDICATORS ARE FUNCTIONING PWML Y. 4. DUCT DETECTORS STALL BE CONNECTED O THE BUILDING PROTECTIVE SIGNALING ALARM SYSTEM SUCH THAT ACTIVATION OF ANY AIR DISTRIBUTION SYSTEM DUCT DETECTOR Will CAUSE A SUPERVISORY SIGNAL TO BE INDICATED AT A CONSTANTLY ATTENDED LOCATION IN ACCORDANCE WITH N.F.P.A. 72 AND 90A. WIRING TO REMOTE CENTRAL STATION ALARM SYSTEM VALL BE BY THE ALARM CONTRACTOR OR VENDOR. 5. DUCT DETECTORS SHALL AUTOMATICALLY STOP THE RESPECTIVE AIR HANDLING FAN(S) UPON DETECTING THE PRESENCE OF SMOKEANty/OR PRODUCTS OF COMBUSTION. DUCT DETECTORS SHALL BE INSTALLED IN ACCORDANCE WiTH THE N.F.P.A. 90A AND IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND PRINTED INSTRUCTIONS. 6. WHEN REQUIRED BY GOVERNING CODES, DUCT DETECTORS SHALL BE INSTALLED IN BOTH THE SUPPLY AND RETURN Alli DUCTS OR PATHS. IN GENERAL, DUCT DETECTORS SHALL BE LOCATED DOWNSTREAM OF AIR FILTERS AND AHEAD OF BRANCH DUCT CONNECTiONS IN AIR HANDLING SYSTEMS OF GREATER THAN 2000 C.F.M. CAPACITY. IN ALL CASES, THE LOCATIONS, TYPES, AND INSTALLATIONS Of DUCT DETECTORS SHALL COMPLY WiTH LOCAL CODES. 7. WHEN REQUIRED BY GOVERNING CODES THE DUCT DETECTORS SHALL BE WIRED BY THE HAC CONTRACTOR IN SERIES TO PROVIDE FOR THE SHUTDOWN OF ALL HVAC UNITS UPON DETECTION OF SMOKE DUCT WORK NOTES 1. ALL EXPOSED DUCTWORK IN SALES AREA SHALL BE ROUND,SPIRAL DUCTS. SINGLE 'HALL UN-INSUTATED. SHORT VERTICAL DROPS FROM THE UNDERSDE OF ROOF TOP UNITS SHALL IE RECTANGULAR AS REQUIRED TO CONNECT TO THE UNIT. DUCTWORK SHALL BE ROUTED BETWEEN JOIST AND TiGHT TO THE UNDERSIDE OF ROOF STRVCT►JRE AS REQUIRED TO MAINTAIN MINIMUM CLEAR HEIGHTS AND PLACE DIFFUSERS ABOVE OR EVEN WITH THE BOTTOM OF LIGHT FiXTURES. COORL'1NATE WITH LIGHTS, BANNERS AND SIGNS AS REQUIRED. DWOSID DUCTWORK IN SALES AREA SHALL NOT BE F NALLY INSULATED UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. 2. ALL SUPPLY AND RETURN DUCTWORK ROUTED ABOVE OFFICES AND ALI OTHER AREAS WITH HUNG CEILING SHALL BE CONCEALED FROM SALES AREA M. ALL SUPPLY AND RETURN DUCTWORK CONCEALED ABOVE HUNG CEILINGS MALL BE CONSTRUCTED OF SHETMETAL PER ASHRAE. 3. INSULATED FLEXIBLE DUCTS MAY BE USED FOR RUN OUTS TO SINGLE DIFFUSERS. MAXIMUM LENGTH OF FLE)OBLE DUCTS SHALL BE 6'-O". REFER TO DIVISION 15 SPECIFICATIONS. h. ALL DUCT SIZES NOTED ON THE DRAWINGS FOR RECTANGULAR DUCTS ARE CLEAR, INSIDE DIMENSIONS. 5. THE HY.A.C. CONTRACTOR SHALL COORDINATE ALL DUCTWORK WiTH FIELD CONDITIONS AND PROVIDE ALL OFFSETS, BENDS, TRANSITIONS, AND SPECIAL FITTINGS FOR COMPLETE, PROPERLY FUNCTIONING SYSTEMS AT NO ADDITIONAL COST TO OFFICE DEPOT. DUCTWORK INSTALLED WiTH UNNECESSARY FITTINGS, TRANSITION, BENDS, OR OFFSETS DUE TO INAPPROPRIATE COORDINATION SHALL BE REWORKED AT NO ADDITIONAL COST TO WM DEPOT. 6. ALL DUCTWORK SHALL BE FABRICATED, ASSEMBLED, AND INSTALLED IN ACCORDANCE WITH ASHRAE AND SMAC NA STANDARDS, AS MINIMUM CRITERIA, AND PER THE MANUFACTURER'S RECOMMENDATIONS IF MORE STRINGENT. 7. HN.A.C. CONTRACTOR SHALL PROVIDE FILE ( DUCT CONNECiiONS TO INDIVIDUAL AIR DEVICES AS REQUIRED TO ALIGN AIR DEVICES WiTH CEILING GRID. SEE AIR DEVICE SCHEDULE ON LRAWINGS M-1. t S THE MNINiII°°i NSULATION FO AIR DISTR15UTIG N OYOTEM CalPONEviO L.00ATIRP N L ITICNED SPACE SMALL. ME IR -6, WI'T14 VAPOR SER q AN_!_ EXHAUST AND OMAid > Te La ME CiALVANIZEb 8HMT tIETAL C MTM _'t 41,ViNST STV AC4 ;C�AN� WITH AAS, DI'1A�JA, AND L.00AIr COMP,. ALL OUTSIi�E AIR 06CM SF-►.AI�., HAVE I� NE3lJEAtION N CBNDITIONEP 8PAC:E5 W Alb. PIS DOC;t AND DST WIRAP %4A.LL DE WALED WrrH GLA58 PA15 AND MASTIC PIR 094M OMIT' CfRPNAN= 9n-21 LOUVER & GRIL IF SCHEDULE A- TITUS TMS SUPPLY AIR DIFFUSER: SQUARE,STR CEILING BUILDING TYPE SIZED ON DRAWING. 24 x 24 MOUDULE CASH OFFICE UNLESS NOTED. WITH #25 OFF WHITE FINISH. CHECKOUT AREA FRAME TYPE 3(LAY-IN) FULL FACE. THROW AS COPY CENTER SHOWN.WITH OPTIONAL VOLUME DAMPER. B- ITUS 350RL RETURN AIR GRILLE: SIZED ON DRAWING. STEEL RECEIVING OFFICE CONSTRUCTION WITH ONE SET FI//XEp BLADES CORRIDORS I®�DE NVOLUME SPACED. JANITOR'S CLOSET - - WITH AG 5. OPPOSED LADIES RESTROOM #25 OFF VtNITE FINISH. BORDER STYLE TYPE C EMPLOYEE'S LOUNGE FOR CONCEALED FASTENING TO CEILING. C- TITUS 5OFF EXHAUST AIR GRILLE: SIZED ON DRAWING. MEN'S RESTROOM I GRID BORDER. EGGCRATE WITH BULK SALES AREA ,SND xt�y x 1/2 GRID. WITH AG -5 OPPOSED BLADE ?UMIN SALES AREA ME DAMPER. 25 OFF WHITE FINISH. STORAGE BORDER STYLE T' E 1 FOR SURFACE MOUNTING SPRINKLER ROOM TO CEILING. D- TITUS TNSA SUPPLY AIR DIFFUSER: SQUARE,STEEL,CEILING DOCK TYPE. SIZED ON DRAWING. 24 x 24 MODULE TRUCKWELLI UNLESS NOTED. WITH f 5 OFF ITE FiNISH. SLAB THICK./P.S.I. FRAME TYPE 1 6SURFA E MOUNT FULL FACE THROW AS SHOWWNN- ADJUSTAB DISCHARGE PATTERN HORIZONTAL TO VERTICAL WITH OPTIONAL VOLUME DAMPER. E- TITUS 30ORS SIZED ON DRAWING. DOUBLE DEFLECTION. CEIUNG HEIGHT: OFF WHITE FINISH. WITH OPTIONAL VOLUME SPECIAL. NOTES: D25 AMPER. ADJUSTABLE DISCHARGE PATTERN. F- TITUS T -700L DOOR GRILLE: SIZED ON DRAWING. OUNT.2UBLAEBOBLADES. UF,M-DS CK VISION EDRA E aRA Sif 1JGR HVAC NERAL NOTES: 1. PROVIDE CONDENSATE DRAIN NTH TRAPS AND DRAIN TO NEAREST ROOF DRAIN OR APPROVED FRENCH DRAIN. CONDENSATE DRAIN SYSTEMI SHALL PROVIDE A SEAL THAT PREVENTS INGESTION OF AIR OR OTHER GASES. CONDENSATE DRAIN UNE SHALL NOT BE LESS THAN THE EQUIPMENT DRAIN LINE SIZE. 2. ALL SUPPLY DIFFUSERS 24 x 24 NOMINAL FACE WITH FOUR WAY THROW, UNLESS NOTED ON DRAWINGS. 3. WHERE SHOWN ON PLAN RTUS WILL BE SUPPLIED WITH A CONCENTRIC PACKAGE. THIS PACKAGE TO INCLUDF LAR F18/36-14 CURB AND LASRT-18 SUPPLY /RETURN TRANSITION (IN -CURB AND RTDII-185 STEP DOWN CEILING DIFFUSER. CONTRACTOR IS TO NSTAL_I AND PROVIDE THE RECTANGULAR DUCT CONNECTIONS TO THE DIFFUSER. 4. RUN AI DUCTWORK TiGHT TO BOTTOM OF ROOF JOISTS. FIELD VERIFY HEIGHT S PRIOR TO DUCT FABRICATION. ALL DUCTWORK EXPOSED TO VIEW r SALES FLOOR SHATI I BE PAINTED SPIRAL DUCTWORK, SINGLE WALL INTERNALLY UN -INSULATED. 5. INSTALL I ESCUTCHEON COVERS IN AREAS WHERE PIPES / DUCTWORK PASS THRU WALLS, ROOFS ETC 6. SyPP�Y / RETURN (CONCEhTRICDIFFUSERS ARE TO BE A MINIMUM OF 17-0 A.F.F. WHERE ROOF STR CTURF_ PERMITS. 7. THE HVAC CONTRACTOR IS TO TEST AND BALANCE THE HVAC SYSTEM TO THE AIR QUANTITIES SHOWN ON THE PLANS AND TO BE PERFORMED BY AN NEBB CERTIFIED BALANCING CONTRACTOR UNDER THE SUPERVISION OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER. 8. IN SITUATIONS WHERE PUILDING WILL L BE A REMODEL_ j RETROFIT SITUATION, LOCATE RTU S 1 THRU 6 AS CLOSE AS PL>3SiBLE TO COLUMNS TO OPTIMIZE SUPPORT FROM EXISTING STRUCTURAL MEMBERS. HAC CONTRACTOR SHALL SECURE THE SERVICES OF A STRUCTURAL ENGINEER LICENSED FOR THE AREA WHERE THE PROJECT IS LOCATED. HVAC CONTRACTOR SHALL MODIFY REINFORCE THE EXISTING STRUCTURAL SYSTEM TO CARRY THE LOAD OF THE NEW HVAC EQUIPMENT. NLLVIZ-.iIUNS DATE BY SYMBOL DESCRIPTION GLI BAL ENGINE_ ERING CONSULTANTS, INC. 2151 W. HILILSBORO BLVD., SUITE 305 DEERFIELD BEACH, FL 33442 (954) 571-1845 FAX: 571-1846 ARCHITECTURE PLANNING AND DESIGN 700 N. E. 74th STREET BOA RATON FLORIDA 33487 PHONE (561) 999-9290 FAX (561) 999-0119 NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road Delra Beach, FL 33445 OFFICE DEPOT 5617276-4800 THE OFFICE PACE 561/265-4178 (FAX) IDESCHIPI IUN FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SQ. FT. 1 BUILDING 2 CASH OFFICE 3 CHECKOUT AREA 4 COPY CENTER 5 ELECTRICAL ROOM 6 RECEIVING OFFICE 7 CORRIDORS 8 JANITOR'S CLOSET - - 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK - - 18 DOCK 19 TRUCKWELLI 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEIUNG HEIGHT: SPECIAL. NOTES: NLLVIZ-.iIUNS DATE BY SYMBOL DESCRIPTION GLI BAL ENGINE_ ERING CONSULTANTS, INC. 2151 W. HILILSBORO BLVD., SUITE 305 DEERFIELD BEACH, FL 33442 (954) 571-1845 FAX: 571-1846 ARCHITECTURE PLANNING AND DESIGN 700 N. E. 74th STREET BOA RATON FLORIDA 33487 PHONE (561) 999-9290 FAX (561) 999-0119 NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road Delra Beach, FL 33445 OFFICE DEPOT 5617276-4800 THE OFFICE PACE 561/265-4178 (FAX) IDESCHIPI IUN H. V. A. C. PLAN - _ LOCATION _ 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. _SCALE DRAWN BY 02/08/99 980245 3/32"=1'-0" MB LINEALS SQUARE FT CHECK BY 24,654 DM DWG. NO. PLANS REVIEWED ITT OF SA FORD T PLOT SCALE: 3/32"=1'-0" ROOFTOP UNIT NOTES: ROOFTOP UNITS SHALL BE 'LENNOX LOGIC ONE" PRODUCTS WITH FACTORY INSTALLED *NOVAR" ENERGY MANAGEMENT CONTROLS AND TEMP- ERATURE SENSORS. LOCATE ALL SALES AREA RTU DIFFUSERS OVER AISLES. DO NOT LOCATE DIFFUSERS OVER RACKING 104T HIGH OR GREATER. HAC SHALL COORDINATE LOCATIONS OF RTU DIFFUSERS AND ROOF CURBS WITH THE MOST CURRENT FIXTURE PLAN, UW11NG SIGNS, BANNERS, AND ROOF FRAMING. ROOF OPENINGS FOR ALL ROOFTOP UNITS SHALL BE FRAMED WITH AUXILIARY STEEL. MEMBERS AS REQUIRED TO SUPPORT CUT MGES OF THE ROOF DEC(. REFER TO STRUCTURAL. AND ARCHITECTURAL DETAILS AND COORDINATE WITH GC AS REQUIRED TO INSURE THE WORK OF OTHER TRADES CAN BE COMPS �D ON A TIMELY BASIS. PROVIDE CONDENSATE DRAINAGE PIPING FOR EACH RTU AS DETAILED AND SPECIFIED ON DRAWING M--4. IT IS ANTICIPATED THE HAC WILL BE KNOWLEDGEABLE REGARDING LOCAL CODES AND PRACTICES. WHEN REQUIRED BY LOCAL CODES, CONDENSATE DRAINAGE PIPING SHALL BE EXTENDED TO SUITABLE DISCHARGE POINTS. ROOF DECK JOIST ERNDMOUNTED NOTES: ON DRAWING. �CTION. 55 O F WHITE 1. ALL EXPOSED DUCTWORK (S.A.) SHALL FINISH. WITH OPTIONAL VOLUME DAMPER.WTH HAVE_ SIDE MOUNTED GRILLES UNLESS ADJUSTABLE DISCHARGE PATTERN. NOTED OTHERVHON P RECTANGULAR DUCT TAP -SEE PLAN. DUCT SIZE 2. ALL EXPOSED DUCTWORK S.A. SHALL TO CORRESPOND TO NOMINAL GRILLE CZE. BE VIRAL DOUBLE W 1N LATED 3. ALL EXPOSED DUCTWORKS.A. & R.A., ROUND SPIRAL DUCTWORK DOUBLE WALL INSULATED. TAPS, GRI_L._ HANGERS, ETC. SHALL SEE PLAN - HOLD TIGHT Tb BOTTOM OF STEEL. BE PAINTS TO MATCH EXPOS CEILING �1 TYPICAL ROUND DUCT DETAIL 'LCL �r NOTE: INSTALL SAFETY CHAINS FROM LUGS AT ALL FOUR CORNERS ON DIFFUSER BOX TO STRUCTURAL FRAMING ABOVE. TYPICAL SUPPLY DUCT EXTRACTOR WITH CONTROL ROD >-1 T 11 1 \ a 3 �•� BRANCH DUCT \ \� < TYPICAL. EXTRACTOR DETAIL ROOF TOP PACKAGE UNIT SUPPLY AIR DUCT RETURN AIR DUCT CONDENSATE DRAIN WITH TRAP. PIPE PER APPLICABLE CODES. PROVIDE CLEANOUT FITTINGS. ROOF CURB. INSTALL LAG BOLTS AND HURRICANE CUPS PER STRUCTURAL ENGINEER. SYSTEM SHALL WTHSTAND HURRICANE FORCE WINDS PER LOCAL CODES. ROOF TOP UNIT DETAIL TURNING VANES WHEN REQUIRED BRANCH DUCT LENNOX MODEL RTD11-185 STEP DOWN CEILING DIFFUSER SUPPLY RETURN DIFFUSER ASSEMBLY #2 SPUTTER DAMPER �BLADE SPLITTER DAMPER DETAIL NOTES: LALL DUCTWORK AND SPRINKLER LINES SHALL BE SUSPENDED FROM THE ROOF STRUCTURE AND NOT THE ROOF DECK. STRAP AND SADDLE Z - BAR AND WIRE HANGING DETAIL HANGING DETAIL MAIN SUPPLY DUCT CHANNEL AND STRAP HANGING DETAIL DUCT HANGING DETAILS V-A 7111 AIR CONDITIONING LEGEND OBD OPPOSED BLADE DAMPER VD VOLUME DAMPER FD FIRE DAMPER CO CEILING ING DIFFUSER VATH OBD SW SIDE WALL REGISTER WITH 080 RAG RETURN AIR GRILLE UC UNDER CUT DOOR FOR RETURN AIR EF EXHAUST FAN SF SUPPLY FAN AHU AIR HANDLING UNIT CU CONDENSING UNIT RTU ROOF TOP UNIT (PACKAGE) tai DUCT DETECTOR T TtERMOSTAT --------Is- SUPPLY AR -- �� RETURN AUR SPRINKLER DOOM SUPPLY AIR DIFFUSER Z RETURN AIR (,BLUE DOCK DUCT MOUNTED TURNING VANES TRUCKWELL ADAISTAIILE TURNING VANES STAB THICK./P,S.I. SPUTTER DAMPER ROOFTOP UNIT NOTES: ROOFTOP UNITS SHALL BE 'LENNOX LOGIC ONE" PRODUCTS WITH FACTORY INSTALLED *NOVAR" ENERGY MANAGEMENT CONTROLS AND TEMP- ERATURE SENSORS. LOCATE ALL SALES AREA RTU DIFFUSERS OVER AISLES. DO NOT LOCATE DIFFUSERS OVER RACKING 104T HIGH OR GREATER. HAC SHALL COORDINATE LOCATIONS OF RTU DIFFUSERS AND ROOF CURBS WITH THE MOST CURRENT FIXTURE PLAN, UW11NG SIGNS, BANNERS, AND ROOF FRAMING. ROOF OPENINGS FOR ALL ROOFTOP UNITS SHALL BE FRAMED WITH AUXILIARY STEEL. MEMBERS AS REQUIRED TO SUPPORT CUT MGES OF THE ROOF DEC(. REFER TO STRUCTURAL. AND ARCHITECTURAL DETAILS AND COORDINATE WITH GC AS REQUIRED TO INSURE THE WORK OF OTHER TRADES CAN BE COMPS �D ON A TIMELY BASIS. PROVIDE CONDENSATE DRAINAGE PIPING FOR EACH RTU AS DETAILED AND SPECIFIED ON DRAWING M--4. IT IS ANTICIPATED THE HAC WILL BE KNOWLEDGEABLE REGARDING LOCAL CODES AND PRACTICES. WHEN REQUIRED BY LOCAL CODES, CONDENSATE DRAINAGE PIPING SHALL BE EXTENDED TO SUITABLE DISCHARGE POINTS. ROOF DECK JOIST ERNDMOUNTED NOTES: ON DRAWING. �CTION. 55 O F WHITE 1. ALL EXPOSED DUCTWORK (S.A.) SHALL FINISH. WITH OPTIONAL VOLUME DAMPER.WTH HAVE_ SIDE MOUNTED GRILLES UNLESS ADJUSTABLE DISCHARGE PATTERN. NOTED OTHERVHON P RECTANGULAR DUCT TAP -SEE PLAN. DUCT SIZE 2. ALL EXPOSED DUCTWORK S.A. SHALL TO CORRESPOND TO NOMINAL GRILLE CZE. BE VIRAL DOUBLE W 1N LATED 3. ALL EXPOSED DUCTWORKS.A. & R.A., ROUND SPIRAL DUCTWORK DOUBLE WALL INSULATED. TAPS, GRI_L._ HANGERS, ETC. SHALL SEE PLAN - HOLD TIGHT Tb BOTTOM OF STEEL. BE PAINTS TO MATCH EXPOS CEILING �1 TYPICAL ROUND DUCT DETAIL 'LCL �r NOTE: INSTALL SAFETY CHAINS FROM LUGS AT ALL FOUR CORNERS ON DIFFUSER BOX TO STRUCTURAL FRAMING ABOVE. TYPICAL SUPPLY DUCT EXTRACTOR WITH CONTROL ROD >-1 T 11 1 \ a 3 �•� BRANCH DUCT \ \� < TYPICAL. EXTRACTOR DETAIL ROOF TOP PACKAGE UNIT SUPPLY AIR DUCT RETURN AIR DUCT CONDENSATE DRAIN WITH TRAP. PIPE PER APPLICABLE CODES. PROVIDE CLEANOUT FITTINGS. ROOF CURB. INSTALL LAG BOLTS AND HURRICANE CUPS PER STRUCTURAL ENGINEER. SYSTEM SHALL WTHSTAND HURRICANE FORCE WINDS PER LOCAL CODES. ROOF TOP UNIT DETAIL TURNING VANES WHEN REQUIRED BRANCH DUCT LENNOX MODEL RTD11-185 STEP DOWN CEILING DIFFUSER SUPPLY RETURN DIFFUSER ASSEMBLY #2 SPUTTER DAMPER �BLADE SPLITTER DAMPER DETAIL NOTES: LALL DUCTWORK AND SPRINKLER LINES SHALL BE SUSPENDED FROM THE ROOF STRUCTURE AND NOT THE ROOF DECK. STRAP AND SADDLE Z - BAR AND WIRE HANGING DETAIL HANGING DETAIL MAIN SUPPLY DUCT CHANNEL AND STRAP HANGING DETAIL DUCT HANGING DETAILS V-A 7111 ROOFCURB - 5 TON UNITS MODEL #RMF 16-41 V -R 7/V ROOFCURB -7.5 & 8.5 TON UNITS MODEL # LARMF 08/10 NOTE: INFORMATION IS SUPPLIED BY THE MANUFACTURER AND CAN CHANGE WITHOUT NOTICE. 1-51 4' S-51 L4" --- r =�. CASH OFFICE 3 701 /2' 4 COLI CENTER 5 ELECTRICAL ROOM 7- RECEIVING OFFICE 7 CORRIDORS B JANITOR'S CLOSET 9 ROOFCURB - 5 TON UNITS MODEL #RMF 16-41 V -R 7/V ROOFCURB -7.5 & 8.5 TON UNITS MODEL # LARMF 08/10 NOTE: INFORMATION IS SUPPLIED BY THE MANUFACTURER AND CAN CHANGE WITHOUT NOTICE. 1-51 4' FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SQ. h r. 1 BUILDING __-- =�. CASH OFFICE 3 201/2 �. 4 COLI CENTER 5 ELECTRICAL ROOM 241/2 71-� RECEIVING OFFICE 7 CORRIDORS ROOFCURB - 2 AND 3 TON UNITS MODEL #RMF -16-41 m Cm 8'-61 ROOFCURB -- 13.0 TON UNITS (MODEL # LARMF 18/36) WITH 10 TON CONCENTRIC PACKAGE (MODEL # RTD11-1 85) 30 114 NOTES: 1. PROVIDE AND INSTAL! HURRICANE CAPS PER STRUCTURAL ENGINEER. SYSTEM SHAT 1 WITHSTAND HURRICANE FORCE WINDS PER LOCAL CODES. Z. TAPERED CURBS TO MATCH ROOF SLOPE AND MAINTAIN LEVEL INSTALLATION OF ROOFTOP EQUIPMENT SHALL BE PROVIDED. SF ARCHITECTURAL DRAWINGS FOR ROOF SLOPE(S) A/C UNIT CASING VIBRATION ISOLATION WITH GASKET SCREW (TYP) 1X4 WOOD NAILING STRIP COUNTER FLASHING RIGID INSULATION BY G.C. CANT STRIP ROOFING FELT METAL DECKING WELD CURB BASE TO JOIST STEEL ANGLE IRON BAR JOIST AC CURB DETAIL SIMILAR DE7AIL FOR ROOF FANS ROOF CURB EF - 1 SEE DETAIL THIS PAGE FLEX CONN. l --- ROOF DECK 4 \�r 10 X 10 DUCT----/_�� JOIST DOWN. SEE -_.__- SMOKE DETECTOR PLAN FOR IN EXHAUST FAN CONTINUATION SECTION AT EXHAUST FAN NOTICE e ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road D®Ira Beach, FL 33445 OFFICE DEPOT 561278-4600 THE OFFICE PLACE 561/265-4178 (FAX) DESCRIPTI©N FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SQ. h r. 1 BUILDING __-- 2 CASH OFFICE 3 CHECKOUT AREA 4 COLI CENTER 5 ELECTRICAL ROOM 6 RECEIVING OFFICE 7 CORRIDORS B JANITOR'S CLOSET 9 CIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS ONCE 12 MEN'S RESTROOM - -- 13 BULK SALE AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER DOOM 17 BREAK BULK 16 DOCK 19 TRUCKWELL 20 STAB THICK./P,S.I. 21 22 23 FLOOR FINISH: CEIUNG HEIGHT: SPECIAI NOTES: NOTICE e ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road D®Ira Beach, FL 33445 OFFICE DEPOT 561278-4600 THE OFFICE PLACE 561/265-4178 (FAX) DESCRIPTI©N H. V. A. C. DETAILS LOCATI O N 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 02/08/99 980245 NOTED MB LINEALS SQUARE FT CHECK BY 24,654 I DM CITY Of SANFORD PLOT SCALE: 3/32"=1'-0" 4� DWG. N0. AIR CONDITIONING SPECIFICATIONS FAL;IU I Y ANALYSIS/tiQ l (UU I AUL 1. AREA BREAKDOWN X SQ. F17.01 112 1. HVAC CONTRACTOR (REFEROM AS 'NJ41G`) SMALL PROVIDE ALL LABOR, MATERIALS, 9. FILTERS SHALL BE OF THE DISPOSABLE TYPE AND HAVE INITIAL MARE WEIGHT CHECKOUT AREA TOOLS AND EQUIPMENT TO INSTALL A CCI &LETE AND OPERATING SYSTEM. COPY CENTER AIR RESTANCE OF 10% AND A CLEAN PRESSURE DROP OF 0.15 W.G. PROVIDE TWO (2) SETS, ELECTRICAL. ROOM 6 RECEIVING OFFICE ONE (1) USED DURING CONSTRUCTION AND ONE (1) NEW SET INSTALLED ONE (1) Wit 2. HAC SHALL PROVIDE ALL RWAO HYA,C POUTS. JANITOR'S CLOSET' PRIOR TO STORE OPENING. 3. HAC SHALL. PROVIDE EQUIP" OF ME CAPACITIES SHOWN ON PLANS. ALL HVAC UAPLOYEE'S LOUNGE 11 MANAGERS OFFICE - EQUIPMENT SHALL COMPLY '*M GOVERN G ENERGY CODE 10. COORDINATE LOCATION OF ALL CEILING DIFFUSERS, GRILLES AND REGISTERS IN THE FIELD 4. ALL AIR DEVICES SHALL BE CIF Pic PCEciED CONSTRUCTION AND SUPPLIED BY TITUS, SALES AREA WITH THE ELECTRICIAN TO PREVENT CONFLICT WITH LIGHTS AND ANY OTHER STORAGE METALAIRE OR AS APPROVED BY TWE OFFICE DEPOT REPRESENTATIVE. PROVIDE CEILING SPRINKLER ROOM ARCHITECTURAL ELEMENTS. BREAK BULK - RADIATION DAMPERS WHEN PUE RATWG A FIRE RATED CEILING ASSEMBLY. PROVIDE 11. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR ALL HVAC EQUIPMENT AND AIR TRUCKWELL FIRE DAMPERS WHEN PENETRATM A FIRE RATED NMI ASSEMBLY. SLAB THICK./P.S.I. DEVICE 5. HAC SHALL TEST AND BALANCE TO M AR QUAMRMS SPECIFIED ON THE PLANS. 12. MOUNT ALL EQUIPMENT FOR WIND LOADS AND MOUNTING HEIGHTS PER LOCAL CODES. PROVIDE T&H REPORT IN ACtX MCE [TH ADZ BALANCE COUNCIL STANDARDS, SIGNED AND SCALD BY A REGISTERED DOORTHIS FLOOR FINISH: SHALL BE VERIFIED NTH STRUCTURAL ENGINEER BY HAC AND SHALL. BE A PART OF 6. THE ELECTRICAL CONTRACTOR SHALL PRO'ADE ALL TNTCHES, DISCONNECTS, SPECIAL NOTES: MECHANICAL CONTRACTOR'S BID. CONTACTORS AND CONTROL fW1 13. HAC SHAD. PROVIDE ECONOMIZERS FOR ALL ROOF TOP UNITS UNLESS OTHERWISE 7. THE HAC SHAH PROVIDE A NIM GUARAHM THAT SHALL WARRANT ALL WORKMANSHIP APPROVED OR DIRECTED BY ONCE DEPOT. WHEN ECONOMIZERS ARE NOT USED, AND NATEMALS FOR ONE (i) 'FEAR FROW DATE OF FHAL iWI0R1C ACCEPTANCE BY THE PROVIDE LOW AMBIENT CONTROLS FOR ALL RTUS. OWNER. ANY BREAKDOWi 00OK44G IN THE FIRST YEAR SHALL. BE AT NO EXPENSE TO THE OWNER. THE GOWPR�= � . S) %W1 RAW A FI`rE (5) YEAR MINIMUM WNARRANIY. 14. HAC SHALL VERIFY AND COORDINATE WITH THE ELECTRICAL CONTRACTOR 1=0R HVAC UNIT VOLTAGE REQUIREMENTS AND CONFIRM DATA WITH THE EQUIPMENT MANUFACTURER. 13. ALL WORK OF THIS TRADE SHALL. BE MATED NTH ALL OTHER TRADES TO AVOID ANY INTERFERENCE THAT MAY MAY PROGRESS IN CONSTRUCTION. REFER TO DIVISION 15 BOCK SPILMHCADONS FOR ADOiTIONAL REQUIREMENTS. NOTE- 5/16- OTE5/16" DIA. (MIN.) TURNBUCKLES MAYBE USED IN LIEU OF OR IN CONJUCTION WITH STEEL CABLE ASSEMBLIES, ESPECIALLY ViiE E CONCENTRIC DUCT SUPPORTS ARE CLOSE TO UNDERSIDE OF ROCIF PROVIDE STS UNISTRUT SUPPORT SECURELY ANCHORED TO JOIST. ALIGN WITH FLUTES IN DECKING. (TYP. OF TN.) - PROVIDE 5/16- MIN. EYEBOLT ATTACHED SECURILY TO UNISTRUT. (TYP. OF 4) ROW 900RANE BAR JOIST CONCENTRIC DIFFUSER SUPPORT DETAIL SCALE: NONE DDAMPU Op MAIN OR BRANCH DUCT —IN WITH DAMPER DUCT 1xvi.T TO SINGLE DIFFUSER (6—FT. MAX. LGTH.) TYPICAL DUCTWORK DETAILS SUPPLY DROP ROOF TOP UNIT CURB TAPERED TO MATCH ROOF SLOPE. SEE ARCHITECTURAL DRAWINGS SEE RTU CURB DETAILS l/4" DIA. STRANDED STEEL CABLE WITH HEAVY GALVANIZED ROPE THIMBLE AND EX END. ROPE � EOF 4,5 EYEBOLTS FURNISHED BY MFR. W/ DUCT PACKAGE' REVISIONS DATE BY SYMBOL DESCRIPTION GLO BAL ENGINE EKING CONSULTANTS, INC. 2151 W. HILLSBORO BLVD., SUITE 305 DEERFIELD BEACH, FL 33442 (954) 571-1845 FAX: 571-1846 ARCHITECTURE PLANNING AND DESIGN 3201 N. W. 28th TERRACE BOCA RATON FLORIDA 33434-3477 PHONE 561) 479--1071 FAX (561) 477-0260 NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALI_ COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road Dslra Roach, FL 33445 OFFICE DEPOT 5617-278-4800 THE OFFICE PLACE 561/265-4178 (PAX) FAL;IU I Y ANALYSIS/tiQ l (UU I AUL 1. AREA BREAKDOWN X SQ. F17.01 112 BUILDING LOCATION CASH OFFICE - 3 CHECKOUT AREA 4 COPY CENTER 5 ELECTRICAL. ROOM 6 RECEIVING OFFICE 7 CORRIDORS B JANITOR'S CLOSET' 9 LADIES RESTROOM 10 UAPLOYEE'S LOUNGE 11 MANAGERS OFFICE - 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK - 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: REVISIONS DATE BY SYMBOL DESCRIPTION GLO BAL ENGINE EKING CONSULTANTS, INC. 2151 W. HILLSBORO BLVD., SUITE 305 DEERFIELD BEACH, FL 33442 (954) 571-1845 FAX: 571-1846 ARCHITECTURE PLANNING AND DESIGN 3201 N. W. 28th TERRACE BOCA RATON FLORIDA 33434-3477 PHONE 561) 479--1071 FAX (561) 477-0260 NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALI_ COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road Dslra Roach, FL 33445 OFFICE DEPOT 5617-278-4800 THE OFFICE PLACE 561/265-4178 (PAX) DWG, NO. PLOT SCALE: 3/32"=1'-0" -----DESCRIPTION H.V.A.C. DETAILS _-- LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 02/08/99 980245 NOTED MO LINEALS SQUARE FT CHECK BY 24,654 DM DWG, NO. PLOT SCALE: 3/32"=1'-0" EQUIPMENT STARTUP /OPERATING CHECK I GENERAL NOTES: ALL ROOFTOP UNITS SHALL BE CHECKED AFTER INSTALLATION AND START-UP BY A REPRESENTATIVE EMPLOYED BY THE ROOFTOP MANUFACTURER. THE INSTALLING HVAC CONTRACTOR SHALL HAVE AT LEAST ONE QUALIFIED HVAC TECHNICIAN PRESENT TO TEST AND SERVICE THE EQUIPMENT DURING THE EQUIPMENT OPERATING CHECK (EOC) AND CORRECJ ANY PROBUS DISCOVERED AT THAT T1ME.THE MANUFACTURER SHALL PROVIDE A CHECK LIST REPORT TO OFFICE DEPOCONCERNING THE EQUIPMENTS ACTUAL PERFORMANCE. THE HVAC CONTRACTOR IS REQUIRED TO COORDINATE THE EOC WITH THE MANUFACTURERS REPRESENTATIVE AND THE ENERGY MANAGEMENT COMPANY AT LEAST TWO WEEKS IN ADVANCE. NEW ROOFTOP UNITS SHALL BE "LENNOX LOGIC ONE' PRODUCTS WITH FACTORY INSTALLED 'NOVAR' ENERGY MANAGEMENT CONTROLS. TEMPERATURE SENSORS SHALL BE EITHER UNIT OR WALL MOUNTED, NOTED ON THE ELECTRICAL PLANS AND SUPPLIED BY LENNOX. HVAC CONTRACTOR IS TO CALL THE LENNOX NATIONAL ACCOUNTS FOR INFORMATION REGARDING ROOFTOP UNITS AT 407 521-6787 OR 500-367-6285 EXISTING EQUIPMENT REMOVAL- REMODEL ONLY NOTES: 1. REMOVE ALL ESTING RJO�OF TOP AND INTERIOR HVAC EQUIPMENT / UNI- INCLUDING NT QUI FORRTHISGRENOVATIO�N. REMOVE OMPLETEYY'INCCL.UDING CURB PATCH ROOF TO MATCH EXISTING. INFILL THE OPENING WITH METAL ROOFDECK YIELDED TO THE EXISTING. PAINT TO MATCH. IN LOCATIONS WHERE DOSI ROOFTOP EQUIPMENT IS REPLACED WITH NEW EQUIPMENT , REWORK R( OPENINGS AND ROOF FRAMING AS REQUIRED FOR UNIT AND DUCT DROPS THRU ROOF. FIELD VERIFY EXTENT OF WORK. 2 REMOVE Ali DUCTWORK HANGER DIFFUSER GRILLE TRANSFERS, ETC. AND ACCESSORIES NOT REQ RED FOR THIS RENOVATION. 3. DUCTWORK PASSING THRU DEMISING WALL SHALL BE REMOVED BEYOND DEMISING WALL TO A POINT TO ALLOW PATCHING OF WALL TO MATCH 4. REMOVE ALL PADGROUND MOUNTED HVAC EQUIPMENT & ACCESSORIES NOT REQUIRED F THIS RENOVATION. PATCH WALLS, PAVEMENT, ETC. TO MATCH EXISTING. - C.1 (*'��AHVAC ROOF PLAN M-4.0 SCALE: 3/32°=1'-0" FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SQ. FT. 1 BUILDING LOCATION 2 CASH OFFICE DATE 3 CHECKOUT AREA SCALE 4 COPY CENTER 02/08/99 5 ELECTRICAL ROOM 3/32"=1'-0" 6 RECEMNG OFFICE L.INEALS 7 CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RESTROOM - 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE - - 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL - - - - - -- 20 SLAB THICK./P.S.I. 21 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: REVISIONS DATE BY SYMBOL DESCRIPTION GLO BAL ENGINE EKING CONSULTANTS, INC. 2151 W. HILLSBORO BLVD., SUITE 305 DEERFIELD BEACH, FL 33442 (954) 571-1845 FAX: 571-1846 STEVEN Z EPSTEIN ARCHI[TE ' ARCHITECTURE PLANNING AND DESIGN 3201 N. W. 28th TERRACE BOCA RATONORIDA 33434--3477 PHONE (561) 479-1071 FAX (581) 4770280 NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road Delra Beach, FL 33445 OFFICE DEPOT 561278-4800 THE OFFICE PLACE 561/265-4178 (FAX) DESCRIPTION H. V. A. C. ROOF PLAN LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE N0. SCALE DRAWN BY 02/08/99 980245 3/32"=1'-0" MB L.INEALS SQUARE FT CHECK BY 24, 654 DM PLANS RIEVIEWE"D CITY OF SANFORD 2 ? PLOT 'SCALE: 3/32"=1' " -0 DWG. NO. PLUMBING PLAN KEY NOTES O RUN ROOF DRAIN LINES IN JOIST SPACE TO REAR WALL DOWN AND CONNECT TO STORM SEWER SYSTEM. ROUTE PIPES TO AVOID ALL FOOTINGS, ETC. O RUN ROOF DRAIN LINES DOWN CANOPY COLUMN AND CONNECT TO STORM SEWER SYSTEM. ROUTE PIPES TO AVOID ALL FOOTINGS, ETC. O SPRINKLER RISER WITH WALL PIV AND FIRE DEPARTMENT CONNECTION. O SEPERATE WATER METER FOR OFFICE DEPOT. MINIMUM METER SIZE 1 1/2". FURNISH AND INSTALL METER, VALVING, AND METER VAULT PER LOCAL UTILITY REQUIREMENTS. O CONNECT TO SITE WATER MAIN. COORDINATE WITH CIVIL AND SPRINKLER WORK AS REQUIRED. O 2" DOMESTIC WATER RISER WITH HOUSE VALVE. O 2" DOMESTIC WATER LINE. RUN IN JOIST SPACE. O SUMP PUMP & TRENCH DRAIN. CONNECT TO STORM SEWER SYSTEM OCONNECT TO SITE SANITARY SEWER SYSTEM. COORDINATE WITH CIVIL AS REQUIRED. Og GAS METER AND REGULATOR PER UTILITY STANDARDS. CONTRACTOR SHALL COORDINATE AS REQUIRED. ID 3" GAS RISER WITH SHUT-OFF VALVE. HOLD LINE TIGHT TO EXERIOR WALL UP UP TO ROOF. ROOF DRAIN LINE FROM BAR JOIST DOWN WALL AND CONNECT TO STORM SEWER SYSTEM. HOLD PIPE TIGHT TO WALL PLUMBING PLAN GENERAL NOTES 1. ANY DEVIATION FROM THE UTILITY LOCATIONS SHOWN ON THESE PLANS SHALL BE AT THE RISK OF THE LANDLORD /DEVELOPER. 2, THE USE OF A "SHED" ROOF DRAINAGE DESIGN SHOULD BE COORDINATED WITH THE OFFICE DEPOT CONSTRUCTION DEPARTMENT REPRESENTATIVE. 3. SIZE ALL PIPING PER LOCAL CODES AND PRACTICES. 4. ALL PIPING SHALL COORDINATE HATH BUILDING FOOTINGS, FOUNDATIONS, ETC. 5. ROOF DRAINAGE SYSTEM SHALL BE DESIGNED IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES. AS MINIMUM DESIGN STANDARDS, SIZE THE PRIMARY ROOF DRAINAGE SYSTEM USING THE LOCAL 100 YEAR OCCURANCE, 60 MINUTE DURATION RAINFALL INTENSITY AND SIZE THE OVERFLOW ROOF DRAINAGE SYSTEM USING THE 100 YEAR, 15 MINUTE RAINFALL RATE. BACKFLOW PREVENTOR NOTES 1. A REDUCED PRESSURE BACKFLOW PREVENTION DEVICE (RPZ) IS REQUIRED BY GOVERNING CODE AND REGULATION FOR THE SPRINKLER RISER AND/OR THE DOMESTIC WATER RISER, THE CONTRACTOR SHALL PROVIDE A SUMP OR OTHER SUIRA13LE RECEPTOR TO RECEIVE THE PERIODIC DISCHARGE FROM THE RPZ. WHEN ALL OWED BY LOCAL CODES, PROVIDE A DRAINAGE PIPE FROM THE SUMP TO THE TRUCK WELL. OTHERWISE PROVIDE FOR A PIPED CONNECTION TO THE BUILDING SANITARY OR STORM SEWER SYSTEM. 2. WHEN THE SPRINKLER RISER REQUIRED A RPZ, THE SUMP SHALL BE A MINIMUM OF 18" x 18" x 12" DEEP WITH A BOTTOM CONNECTED 8" DRAIN LINE SLOPED AT A MINIMUM OF 17. 3. THE PLUMBING CONTRACTOR SHALL DETERMINE AND COORDINATE ALL REQUIREMENTS WITH THE FIRE PROTECTION CONTRACTOR AND THE LOCAL BUILDING AND/OR WATER UTILITY AUTHORITIES. UTILITIES SYMBOLS LEGEND 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 AREA BREAKDOWN x SQ. FT. —SS SS--- STORM SEWER — SAN SAN— SANITARY SEWER — GAS GAS— GAS SERVICE — W W -- DOMESTIC WATER SERVICE — FS FS— FIRE SPRINKLER WATER SERVICE NOTE: THE ABOVE NOTES, SYMBOLS, LEGEND, ARE GENERAL NOTES AND MAY OR MAY NOT BE APPLICABLE TO THE WORK OF THIS PROJECT. CONTRACTOR SHALL COMPLY TO ALL OF THE WORK AND REQUIREMENTS OF THE ABOVE THAT ARE RELEVANT TO THIS PROJECT. SANITAR`( NOTES � IT IS THE INTENT OF THIS WORK TO UTILIZE THE EXISTING SANITARY LINE (FROM THE SITE SEWER TO A POINT OF NEW CONNECTION), TO CONVEY THE NEW SANITARY DRAIN TO THE SITE SEWER. THE WORK SHALL CONSIST OF, BUT NOT BE LIMITED TO THE FOLLOWING: 1 FIELD VERIFY THE LOCATION OF THE EXISTING SANITARY LINE TO RECEIVE THE CONNECTION OF THE NEW DRAIN LINE. 2 ALL UNUSED CONNECTIONS FOUND ON THE EXISTING SANITARY LINE SHALL BE DISCONNECTED FROM SAID LINE. THE RESULTING OPENING SHALL BE CAPPED OR PLUGGED USING APPROVED APPROPRIATE FITTINGS. 3 ALL LEAKS AND OPEN OUTLETS FOUND DURING TEST SHALL BE REPAIRED, CAPPED, OR PLUGGED WITH USE OF APPROVED APPROPRIATE FITTINGS. PROVIDE ADDITIONAL TESTS UNTIL IT IS DETERMINED THAT THE SANITARY LINE IS WATER TIGHT. 4 PROVIDE NECESSARY RODDING AND THEN FLUSH WITH WATER OF SUFFICIENT VOLUME TO INSURE THE LINE IS CLEAR OF ANY OBSTRUCTIONS, AND WILL PROVIDE FREE FLOWING (OF SEWAGE FROM THE NEW PLUMBING FIXTURES) TO THE SITE SEWER. 5 FURNISH AND INSTALL PIPING FROM ANY EQUIPMENT, DEVICES, ETC., SCHEDULE TO REMAIN ACTIVE (SHOWN OR NOT ON DOCUMENTS) AND CONNECT SAME TO SANITARY DRAIN. 6 NOTIFY OFFICE DEPOT FIELD REPRESENTATIVE OF CONDITIONS CONTRARY TO THE ABOVE INTENTION. WATER NOTES IT IS THE INTENT OF THIS WORK TO UTILIZE THE EXISTING COLD WATER LINE (FROM THE SITE WATER MAIN TO A POINT OF NEW CONNECTION), AND TO USE SAME FOR THE CONNECTION OF THE WATER SUPPLY LINE. THE WORK SHALL CONSIST OF, BUT NOT BE LIMITED TO THE FOLLOWING: 1 FIELD VERIFY THE LOCATION OF THE WATER LINE TO RECEIVE THE CONNECTION OF THE NEW COLD WATER UNE. 2 ALL UNUSED CONNECTIONS FOUND ON THE EXISTING WATER LINE SHALL BE DISCONNECTED FROM SAME, AND THE RESULTING OPENING BE CAPPED OR PLUGGED WITH USE OF APPROVED APPROPRIATE FITTINGS. 3 PROVIDE PRESSURE TEST AND REPAIR ALL LEAKS FOUND DURING TEST. IF LEAKS CANNOT BE REPAIRED, THE PIPING SHALL BE REPLACED WITH NEW, OF SIZE AND MATERIAL OF EXISTING. 4 TEST ALL EXISTING SHUT OFF VALVES, INCLUDING BACK FLOW DEVICES, METER, ETC., FOR PROPER OPERATION AND USE. REPAIR OR REPLACE ANY DEVICE FOUND NOT FUNCTIONAL. NOTIFY UTILITY COMPANY FOR TESTING OF WATER METER. FURNISH AND INSTALL AND DEVICES, NOT FOUND ON EXISTING WATER LINE, BUT REQUIRED BY LOCAL CODES. 5 FURNISH AND INSTALL NECESSARY WORK FOR THE INSTALLATION OF A SEPARATE WATER METER (MIN 1 1/2") FOR OFFICE DEPOT SPACE. WATER METER SHALL BE INSTALLED COMPLETE WITH VALVES, DEVICES, METER VAULT, ETC., AS PER LOCAL UTILITY REQUIREMENTS. 6 WATER SUPPLY TO EXISTING HOSE BIBBS, YARD HYDRANTS, MECHANICAL EQUIPMENT, ETC. (SHOWN OR NOT ON DOCUMENTS) SHALL BE MAINTAINED. FURNISH AND INSTAL! WATER PIPING TO THOSE EXISTING ITEMS TO REMAIN ACTIVE. 7 NOTIFY OFFICE DEPOT FIELD REPRESENTATIVE OF CONDITIONS CONTRARY TO THE ABOVE INTENTIONS. NOTE: REFER TO DRAWINGS FOR ADDITIONAL NOTES AND DESIGN THAT MAY EXPAND OR SUPERSEDE THE REQUIREMENTS AND INTENT OF NOTES: [ ] AND D NEW Wj SEE SECTION THIS SHEET SUMP PUMP PIT EXISTING PLUMBING & FIXTURES TO BE REMOVED - 1 REMOVAL SHALL CONSIST OF WATER, WASTE, SOIL, VENT, ETC; SERVICING SAID FIXTURES, BACK TO POINT OF CONNECTION TO ACTIVE LINES. 2 OPENING AT ACTIVE LINES RESULTING FROM REMOVAL OF PIPING SHALL BE CAPPED OR PLUGGED WITH APPROPRIATE APPROVED FITTINGS. 3 CAPS OR PLUGS IN FINISHED AREA SHALL TERMINATE (CONCEALED FROM VIEW) ABOVE CEILING, BEHIND WALL, AND BELOW FLOOR SURFACE. 4 PROVIDE NECESSARY TEST TO DETERMINE TIGHTNESS OF EXISTING AND NEW PLUMBING SYSTEM. ALL LEAKS AND OPEN OUTLETS FOUND DURING TEST SHALL BE REPAIRED, CAPPED OR PLUGGED, AS PER NOTE (2) ABOVE. PERFORM ADDITIONAL TEST UNTIL IT IS DETERMINED THAT THE PLUMBING SYSTEM IS WATER TIGHT. 5 WHEN PERMITTED AND APPROVED BY OFFICE DEPOT FIELD REPRESENTATIVE, INACTIVE PLUMBING MAY BE ABANDONED IN PLACE, PROVIDED THAT SAID PIPING DOES NOT INTERFERE WITH INSTALLATION OF NEW WORK. 6 CAP AND PLUG OF INACTIVE SANITARY PIPING SHALL BE WITHIN TWO (2) FEET OF ACTIVE LINE, 7 ALL OPENINGS, HOLES, ETC; MADE FOR THE REMOVAL OF PLUMBING SHALL BE BE PATCHED WITH MATERIAL TO MATCH EXISTING. FINAL FINISH OF PATCH SHALL BE AS DIRECTED BY ARCHITECT. TERMINATE PUMP DISCHARGE WITH TWO 90 ° ELBOWS DOWN WITH OPEN END AT 6" MAX ABOVE FIN. GRADE REMOVABLE GRATE A 2" LINE FROM v TRENCH DRAIN SP 1 2'X2'X2' DEEP PIT 0 46" MAX. FIN. GRADE . a 4 _ q . BALL— CHECK ALLCHECK VALVE VALVE 4 -F v 2" GALV. STEEL PIPE TIGHT TO WALL ETAINING WALL NION p a ' 4• . 4 a •4' 4. a 44 SECTION THRU SUMP PUMP PIT SCALE: N.T.S. N / 0 / 0 . EXISTING STORM UNE T=.r{34MrE It AR -0 h*ZZLE, — D VERIFY LOCATION AND 24' AagsEE_ LRAGE T T ELEVATION (TYPICAL) I I io I I EXISTING SA) TARY HOUSE SWER (VERIFY LCCA-nON) PLUMBING PLAN SCALE: 3/32"=1'-0' m _ —�D I-- _ ,C.2) 1 ON GROUND NOTE: REFER TO ARCHITECTURAL. PLANS FOR PLACEMENT OF PIPING WITHIN COLUMN AND DISCHARGE OF UNE ONTO GRADE. ZffUP TO CANOPY C- -ROOF DRAIN (280 0), TYPICAL. _' C/A. � ) PLANS RE-Iffligi.IN CITY OF SANF DROP BELOW GRADE 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 AREA BREAKDOWN x SQ. FT. 1 RELOCATED 2 SIAMESE — 2- i CONNECTIOI 4 COPY CENTER CONNE T TO EXISTING WATE ELECTRICAL ROOM ® SERVI (CLEAR OF NEW RECEIVING OFFICE Y CONSTI UCT10N) VERIFY i LOCATIVN AND ELEVATION. JANIT'OR'S CLOSET - 9 -- LADIES RESTROOM - 10 EXISTING PLUMBING & FIXTURES TO BE REMOVED - 1 REMOVAL SHALL CONSIST OF WATER, WASTE, SOIL, VENT, ETC; SERVICING SAID FIXTURES, BACK TO POINT OF CONNECTION TO ACTIVE LINES. 2 OPENING AT ACTIVE LINES RESULTING FROM REMOVAL OF PIPING SHALL BE CAPPED OR PLUGGED WITH APPROPRIATE APPROVED FITTINGS. 3 CAPS OR PLUGS IN FINISHED AREA SHALL TERMINATE (CONCEALED FROM VIEW) ABOVE CEILING, BEHIND WALL, AND BELOW FLOOR SURFACE. 4 PROVIDE NECESSARY TEST TO DETERMINE TIGHTNESS OF EXISTING AND NEW PLUMBING SYSTEM. ALL LEAKS AND OPEN OUTLETS FOUND DURING TEST SHALL BE REPAIRED, CAPPED OR PLUGGED, AS PER NOTE (2) ABOVE. PERFORM ADDITIONAL TEST UNTIL IT IS DETERMINED THAT THE PLUMBING SYSTEM IS WATER TIGHT. 5 WHEN PERMITTED AND APPROVED BY OFFICE DEPOT FIELD REPRESENTATIVE, INACTIVE PLUMBING MAY BE ABANDONED IN PLACE, PROVIDED THAT SAID PIPING DOES NOT INTERFERE WITH INSTALLATION OF NEW WORK. 6 CAP AND PLUG OF INACTIVE SANITARY PIPING SHALL BE WITHIN TWO (2) FEET OF ACTIVE LINE, 7 ALL OPENINGS, HOLES, ETC; MADE FOR THE REMOVAL OF PLUMBING SHALL BE BE PATCHED WITH MATERIAL TO MATCH EXISTING. FINAL FINISH OF PATCH SHALL BE AS DIRECTED BY ARCHITECT. TERMINATE PUMP DISCHARGE WITH TWO 90 ° ELBOWS DOWN WITH OPEN END AT 6" MAX ABOVE FIN. GRADE REMOVABLE GRATE A 2" LINE FROM v TRENCH DRAIN SP 1 2'X2'X2' DEEP PIT 0 46" MAX. FIN. GRADE . a 4 _ q . BALL— CHECK ALLCHECK VALVE VALVE 4 -F v 2" GALV. STEEL PIPE TIGHT TO WALL ETAINING WALL NION p a ' 4• . 4 a •4' 4. a 44 SECTION THRU SUMP PUMP PIT SCALE: N.T.S. N / 0 / 0 . EXISTING STORM UNE T=.r{34MrE It AR -0 h*ZZLE, — D VERIFY LOCATION AND 24' AagsEE_ LRAGE T T ELEVATION (TYPICAL) I I io I I EXISTING SA) TARY HOUSE SWER (VERIFY LCCA-nON) PLUMBING PLAN SCALE: 3/32"=1'-0' m _ —�D I-- _ ,C.2) 1 ON GROUND NOTE: REFER TO ARCHITECTURAL. PLANS FOR PLACEMENT OF PIPING WITHIN COLUMN AND DISCHARGE OF UNE ONTO GRADE. ZffUP TO CANOPY C- -ROOF DRAIN (280 0), TYPICAL. _' C/A. � ) PLANS RE-Iffligi.IN CITY OF SANF GLO�,�, BAL ENGINE E_RING CONSULTANTS, INC. 2151 W. HILLSBORO BLVD., SUITE 305 DEERFIELD BEACH, FL 33442 (954) 571-1845 FAX: 571-1846 BEN ZE N T ARCHITECTURE PLANNING AND DESIGN 700 N. F 74th STREET BOCAP OTNE (6O )IDA 8290 FAX (561) 999-0119 1% MMOWOF 01- NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICAI-1Y RESERVED. 2200 Old Germantown Rood Delra Beach, FL 33445 OFFICE DEPOT 5617278--4800 THE OFFICE PLACE 561/265-4178 (FAX) ULSURIF IIUN FACILITY ANALYSIS/SQ FOOTAGE 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 AREA BREAKDOWN x SQ. FT. 1 BUILDING - 2 CASH OFFICE 3 CHECKOUT AREA 4 COPY CENTER 5 ELECTRICAL ROOM 6 RECEIVING OFFICE 7 CORRIDORS 8 JANIT'OR'S CLOSET - 9 -- LADIES RESTROOM - 10 EMPLOYEE'S LOUNGE- 11 MANAGERS OFFICE 12 MEN'S RESTROOM - 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM - 17 BREAK BULK - 18 DOCK 19 TRUCKWEL L 20 SLAB THICK._/P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: GLO�,�, BAL ENGINE E_RING CONSULTANTS, INC. 2151 W. HILLSBORO BLVD., SUITE 305 DEERFIELD BEACH, FL 33442 (954) 571-1845 FAX: 571-1846 BEN ZE N T ARCHITECTURE PLANNING AND DESIGN 700 N. F 74th STREET BOCAP OTNE (6O )IDA 8290 FAX (561) 999-0119 1% MMOWOF 01- NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICAI-1Y RESERVED. 2200 Old Germantown Rood Delra Beach, FL 33445 OFFICE DEPOT 5617278--4800 THE OFFICE PLACE 561/265-4178 (FAX) ULSURIF IIUN PLUMBING PLAN LOCATION -_- 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 02/10/99 LINEALS 980245 SQUARE FT 3/32"=1'—o" RSD CHECK BY 24,654 SJB FOR CONTINUATION SEE P-1 DRAWING � co 4'YfR l� J 1 1/2" . I / 2' 2 uv 2" /" z 2 2" 2" 2- /00, 1CO 2" / 4' CO 3" 3" 1CO 3' z 1 1/2* / 1 /2" we ` CO 3" ' 4 uv uv CO 2 0 z FD cw FROM TRAP ►C / / » 1 1 2N � To FLOOR DR?1tt rt?. / 3 UR FOR ALL FLOCR :r2+ 6 / CO ' 2" ���------/// Fav 3" } ` C.OA.P. 4" Fo � " ' CO 2" 1 1/2- , 3" EXISTING WATER SERVICE CONNECT TO EXISTING WATER /4 < SERVICE ` REMOVE INACTIVE 3 WATER LINE BETWEEN, NEW CONNECTIONS3/4N sK HW� 2" 1 � I CW 2" 1 / HW 3/4' z env UV UR <N, 1-1 1.-- 1 1/4 WATTS WATTS #36 A VACUUM LAV 1/2" RELIEF VALVE 1/2 i ` 1 1/2p EW 3/4" 1 v `- - WATER METER 7" CONNECTED FIXTURE_ UNITS = 55 (ESTIMATED DEMAND = 52 GPM). ` BACKFLOW PREVF_NTER EXISTING WATER LINE CONNECT TO (EXISTING WATER LINE NOTE: TRAP PRIMER AND CW FOR FLOOR DRAINS REQUIRED, BUT NOT SHOWN. co �i 4" 4" SANITARY (CONNECTED 1 1/2" PVC DRAIN LINE 3" C.O.D.P. DRAINAGE FIXTURE FROM DRAT NPAN INTO UNITS = 39). FOR CONTINUATION 3/4" LINE FROM T&P RELIEF VALVE SEE FLOOR PLAN TO SPILL INTO SERVICE SINK K*07 SANITARY SEWER RISER DIAGRAM DOMESTIC WATER RISER DIAGRAM FOR CONTINUATIONP-2 SCALE: N.T.S. SANITARY SLOPE_ ® 1/8" PER FOOT P-2 SCALE: N.T.S. SEE P-1 DRAWING ENLARGED OFFICE PLUMBING PLAN SCALE: 3/16"=1'---0" SHEET METAL FLASHING MOP IN WITH ROOFING MATERIAL NOTE: ANY VENT THAT IS WITHIN 10' OF ANY DOOR, WINDOW, OR AIR INTAKE OPENING SHALL EXTEND NOT LESS THAN 3' ABOVE SUCH. TURN LEAD PIPE DOWN INTO STACK ROOFING ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION AS REQUIRED VENT STACK VENT THROUGH ROOF DETAIL SCALE: N.T.S. HANGER ROD SCHEDULE PIPE_ SIZE ROD SIZE_ PIPE SIZE ROD SIZE_ UP TO 2" 3/8" DIA 4" THRU 6' 5/8" DIA. 2-1/2" TO 3" 1/2' DIA 6" THRU 12" 7/8" DIA. r - WEB MEMBERS BENT STRAP 1-1/2" X 3/16" OVER VERT LEGS OF ANGLES BOTTOM CHORDS OF STEEL JOIST HANGER ROD SUPPORT NUT HEAVY DUTY - CLEVIS HANGER PIPE STEEL JOIST CLEVIS HANGER SINGLE HORIZONTAL RUNS NO VAPOR BARRIER INSUL . r m ° v .s v ♦a vv v ' v . ♦ v a ' INSERT NUT HANGER ROD CONCRETEINSERT ONE ANGLE ON EACH SIDE OF WEB MEMBERS REST ON TOP OF BOTTOM CHORDS STEEL JOISTS BETWEEN PANEL POINTS, SIZE FOR LOAD HANGER ROD LOCKING NUT SUPPORT NUT HEAVY DUTY CL EVIS HANGER VAPOR BARRIER INSULATION 16 GA ZINC COATED SHEET STEEL SADDLE AT LEAST 8" LONG CL EVIS HANGER SINGLE HORIZONTAL RUNS WITH VAPOR BARRIER INSUL PIPE HANG -INC DETAIL SCALE: N.T.S. HEAVY DUTY CONCRETE STEEL INSERT WITH ELONGATED STRAP CONCRETE JOIST WHERE SHOWN HEAVY DUTY CONC JOIST CLAMP HANGER ROD CONCRETE JOIST STRUCTURAL STEEL BEAM (SEE P PLANS FOR S HEAVY DUTY BEAM CLAMP EYE SOCKET HANGER ROD STEEL BEAM F_ GENERAL NOTES I 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL, MUNICIPAL, AND LOCAL CODES, RULES AND REGULATIONS. 2. CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS FOR THE WORK OF THIS CONTRACT. 3. ALL MATERIALS SHALL BE NEW. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEMS SHALL BE FULLY OPERATIVE. 5. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR PLUMBING WORK SHALL BE PART OF THIS CONTRACT. 6. REQUIRED INSURANCE SHALL BE PROVIDED BY THIS CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF WORK. 7. CONTRACTOR SHALL SECURE AND PAY ALL PERMITS, FEES, INSPECTIONS, AND TESTS. SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR. 8. DRAWINGS ARE DIAGRAMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 10. VERIFY LOCATION, SIZE, AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADVISE 'OFFICE DEPOT' OF ANY DISCREPENCIES. 11. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE SHUT-OFF VALVES. 12. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 13. WATER PIPING SHALL BE TYPE 'L' COPPER. UNDERGROUND WATER PIPING SHALL BE TYPE 'K' COPPER. 14. UNDERGROUND OR UNDERFLOOR SOIL, WASTE, AND VENT PIPING TO BE SCHEDULE 40 PVC TYPE DWV. WASTE AND VENT PIPING ABOVE GRADE SHALL BE DWV COPPER, C.I. SOIL PIPE, OR SCHEDULE 40 PVC AS APPROVED BY LOCAL AUTHORITIES HAVING JURISDICTION. 15. FURNISH AND INSTALL APPROVED AIR CHAMBERS OR P.D.I. APPROVED SHOCK ARRESTORS AT EACH PLUMBING FIXTURE. 16. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMIUAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. 17. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD, FILL VOIDS BETWEEN PIPING AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM AS MANUFACTURED BY CHASE TECHNOLOGY CORPORATION, CTC PR -855. 18. PROVIDE ACCESS PANELS WITH CHROME PLATED COVERS FOR ALL CONCEALED VALVES. 19. PROVIDE AUTOMATIC TRAP PRIMER AND CW CONNECTION TO ALL FLOOR AND HUBS DRAIN. 20. ALL FIXTURES SHALL BE LOW WATER CONSUMPTION. 21. INSULATE HOT WATER SUPPLY PIPE WITH 1" FIBERGLASS. 22. NOT USED. 23. LAVATORY, THE P -TRAP AND ANGLE VALVE ASSEMBUES SHALL BE COVERED AS REQUIRED TO COMPLY WITH ADA (HANDICAPPED) REGULATIONS. COVER SHALL BE WHITE, NON -YELLOWING, SOFT, ANTIMICROBIAL, AND FIRE RETARTDANT. SIMILAR TO PROFLO. INSTALLATION AND FINISH SHALL PROVIDE FOR A NEAT APPEARANCE ACCEPTABLE TO THE OFFICE DEPOT PROJECT MANAGER. PLUMBING SYMBOLS LEGEND 5 OR --O<- GATE VALVE OR SHUT-OFF VALVE ® FLOOR DRAIN WITH P -TRAP y--� WALL CLEANOUT (COWP) ----0 FLOOR CLEANOUT (CODP) Y WALL HYDRANT/HOSE BIBB 3 FIXTURE UANUFACTURER ROOF DRAIN ------III--- UNION ------}(J PIPE RISE -{-� PIPE DROP ------- - COLD WATER PIPING W - ---� HOT WATER PIPING 10 SOIL/SEWER/WASTE PIPING NIEMCAN STANDARD VENT PIPING PLUMBING FIXTURE SCHEDULE rOR ►J PROJEECT 1 BUILDING WATER CLOSET AND URINAL _ CASH OFFICE 3 FIXTURE UANUFACTURER COPY CENTER ACCESSORIES AND FEATURES ELECTRICAL ROOM BOWL TYPE OUTLET FLUSH YN-VESEAT CORRIDORS CARRIER MARK SEfUES NUMBER CIES RESTROOM 10 EMPLOYEE'S LOUNGE SUNG - NIEMCAN STANDARD FLR. MOUNTED ELONGATED BOTTOM SLOAN BENEKE BULK SALES AREA 14 SALES AREA 1 2234.015 16 SPRINKLER ROOM 111 523 18 DOCK 19 TRUCKWEL.L 20 SIPHON -JET 21 22 2 we AMERICAN STANDARD FLR. MOUNTED ELONGATED BOTTOM SLOAN BENEKE INSTALL PER A.D.A. REQUIREMENTS. FLUSH VALVE HEIGHT SHALL BE DECREASED AS REQUIRED TO 3043.102 111 523 SIPHON -JET AVOID HAND RAIL CONFLICT. uR 1 AMERICAN STANDARD 6541.132 WALL -HUNG WASH OUT SACK SLOAN 186-1 JOSAM 1781q INSTALL PER A.D.A. REQUIREMENTS. }( J LAVATORY/SINK FIXTURE UANUFACTURER ACCESSORIES AND FEATURES BOWL TYPE FAUCET SUPPLY PIPE TRAP MARK SERIES NUMBER ' Av AMERICAN STANDARD 19X16 ENAM. DELTA FLEX WITH CHROME PL. BRASS W/ EQUIPPED AND INSTALLED FOR HANDICAPPED USE. VANDAL RESISTANT HANDLE AND 0,5 GPM AERATOR 1 3303.000 CAST IRON 501 ANGLE STOP GRID DRAIN CP OFFSET GRID DRAIN LAv AMERICAN STANDARD 0321.075 19X17 VITREOUS CHINA DELTA 501 FLEX WITH ANGLE STOP CHROME PL. BRASS W/ EQUIPPED AND INSTALLED FOR HANDICAPPED USE. VANDAL RESISTANT HANDLE AND 0,5 GPM AERATOR 2 _ GRID DRAIN CP OFFSET GRID DRAIN AMERICAN STANDARD AMER. STD. CAST IRON REMOVABLE CHROME PLATED BRASS STRAINER t 7692.049 8341.075 PLATE ELKAY MOEN FLEX WITH CHROME PLATED FAUCET WITH LEVER TYPE HANDLE CRUMB CUT' STRAINER LK -35 1 / t ILRAD-2222-75-3 8799 ANGLE STOP /x\ BRASS ADA APPROVED FLOOR DRAIN/STRAINER FIXTURE UANUFACTURER ACCESSORIES AND FEATURES MATERIAL TYPE SIZE FREE AREA MATERIAL MARK SERIES NUMBER CAST IRON 6A 6"W BUFF POLISHED TWO PIECE BODY, DOUBLE DRAINAGE FLANGE, WEEP HOLES WITH P -TRAP INCLUDING FITTING FOR i , 30003SA-50 Q111N SQ. BRONZE CW CONNECTION FROM AUTOMATIC TRAP PRIMER /X\ WATER HEATER FIXTURE MANUFACTURER ACCESSORIES AND FEATTTRES CAPACITY TYPE >=TyiENTS WATTS VOLTS/0 MARK SERIES NUMBERGAL Ewl► A.O. SMITH 10 ELECTRIC 1 1500 120/1 FLOOR MTD. SET TEMP. CONTROL AT 110' F. PROVIDE X ELSF-10 WATTS MODEL #100XL TEMP./PRESS. RELIEF VALVE. ELECT. WATER COOLER FIXTURE UANUFACTURER ACCESSORIES AND FEATURES CAPACITY VOLTS HP FINISH MARK ARIES NUMBER EWc HAW' 7.8 GPH 115 1/5 STANDARD WALL MOUNTED BI -LEVEL ELECTRIC WATER COOLER. INSTALL PER A.D.A. REQUIREMENTS. XHWBFA8L HOSE BIBD FIXTURE MANUFACTURER ACCESSORIES AND FEATURES BODY HANDWHEEL HOSE END CONNECTION MARK SERIES NUMBER WATTS CAST BRASS CAST BRASS 3/4" VACUUM I.. REGULARWITH WITH VACUUM BREAKER,3/4" THREADED NIPPLE TEEL #3W728 BRASS QUICK COUPLER VALVE X SC8-4 PATTERN t BREAKER AND #3W730 BRASS QUICK COUPLER HOSE KEY ROOF DRAINS FIXTURE MANUFACTURER AND FEATURES BODY MATERIAL SIZE WEIGHT DOME MATERIAL DOME MEE AREA MARK SERIES NUMBERACCESSORIES RD t JOSAM CAST IRON 4" MIN. 59 LBS' POLY-- PROPYLENE 124 SQ. IN. DECK CLAMP ASSY. AND DRAIN RECEIVER X 21004-3 t JOSAM 21004-3-16 CAST IRON 4" MIN. 59 LBS' POLY- PROPYLENE 124 SQ. IN. DECK CLAMP ASSY. AND DRAIN RECEIVER, 2" HIGH INTERNAL WATER COLLAR, TYPE W X SUMP PUMP FIXTURE MANUFACTURER ACCESSORIES AND FEATURES CAPACITY VOLTS HP R.P.M. DISCHARGE' MARK SERIES NUMBER ' t GCULDS SUBMERSIBLE PUMP 3883D3-WS2012D3 360 GPM 230 2 1750 ., 2 CHECK VALVE AND GATE VALVE INSTALL ON DISCHARGE LINE X NOTES: 1. ALL FIXTURES DESIGNATED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES SHALL BE IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT OF 1990". FIXTURES AND TIiEIR INSTALLATION SHALL ALSO COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) PUBLICATION A117.1 -- "PROVIDING ACCESSIBILITY AND USABIL1Tt FOR PHYSICALLY HANDICAPPED PEOPLE' AND/OR GOVERNING CODE. 2. ALL PL UMBING FIXTURES, EQUIPMENT, TRIM, AND FITTINGS SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES, INCLUDING, BUT NOT LIMITED TO, WATER AND JIERGY CONSERVATION CODES. THE SCHEDULED AND/OR SPECIFIED PLUMBING FIXTURES AND EQUIPMENT REPRESENT THE MINIMUM CRITERIA AND SHALL BE PHE BASIS FOR THE CONTRACTOR'S BASE BID. IF THE SCHEDULED OR SPECIFIED FIXTURES OR EQUIPMENT DO NOT COMPLY WITH GOVERNING CODES OR REGULATIONS IN ALL RESPECTS, THE_ CONTRACTOR SHALL PROVIDE AN ALTERNATE BID FOR COMPLYING FIXTURES, EQUIPMENT, TRIM, OR FITTINGS. THE ABSENCE OF AN ALTERNATE BID PLu SHALL Be- CONSTRUED TO MEAN THAT THE CONTRACTOR'S BID INCLUDES ALL COSTS NECESSARY TO MEET ALL REGULATIONS AND CODES. CITY 3. MAXIMUM A i OVIABI E WATER USAGE. WC=1.6GPF,LAV =0.5GPM ,HC UR=I.6GPF, STD UR=1.0GPF, MB--0.5GPM ,SK=0.5GPM. s R O REVISIONS DATE BY SYMBOL DESCRIPTION GLO BAL ENGINE ERING CONSULTANTS, INC. 2151 W. HILL SBORO BLVD., SUITE 305 DE_ERFIE_LD BEACH, FL 33442 (954) 571-1845 FAX: 571-1846 SleffiN Z EPSTEN ARCHTECT ARCHITECTURE PLANNING AND DESIGN 700 N. F_ 74th STREET BCCA RAT©N�ORIDA 3.307 PHONE (561) 999-9290 FAX (561) 999-0119 NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- HOENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 ®Id Germantown Road Dalra Bach, FL 33445 OFFICE DEPOT 561278-480® THE OFFICE PLACE 561/2965-4178 (FAX) DESCRIPTION ENLARGED PLUMBING PLAN, RISERS 8c NOTES LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 02/08/99 980245 AS NOTED RSD LINEALS SQUARE FT CHECK BY 24,654 SJB PLOT SCALE: 3/16"=1'-0" DWG. N0. FACILITY ANALYSIS/SQ FOOTAGE AREA BREAKDOWN X SQ. FT. 1 BUILDING 2 _ CASH OFFICE 3 CHECKOUT AREA 4 COPY CENTER S ELECTRICAL ROOM 6 RECEIVING OFFICE 7 CORRIDORS 8 JMITOR'S CLOSET 9 CIES RESTROOM 10 EMPLOYEE'S LOUNGE SUNG - 11 11 MANAIGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK HULK 18 DOCK 19 TRUCKWEL.L 20 SLS THICK./P.S.I. 21 22 2 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: REVISIONS DATE BY SYMBOL DESCRIPTION GLO BAL ENGINE ERING CONSULTANTS, INC. 2151 W. HILL SBORO BLVD., SUITE 305 DE_ERFIE_LD BEACH, FL 33442 (954) 571-1845 FAX: 571-1846 SleffiN Z EPSTEN ARCHTECT ARCHITECTURE PLANNING AND DESIGN 700 N. F_ 74th STREET BCCA RAT©N�ORIDA 3.307 PHONE (561) 999-9290 FAX (561) 999-0119 NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- HOENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 ®Id Germantown Road Dalra Bach, FL 33445 OFFICE DEPOT 561278-480® THE OFFICE PLACE 561/2965-4178 (FAX) DESCRIPTION ENLARGED PLUMBING PLAN, RISERS 8c NOTES LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 02/08/99 980245 AS NOTED RSD LINEALS SQUARE FT CHECK BY 24,654 SJB PLOT SCALE: 3/16"=1'-0" DWG. N0. FACILITY ANALYSIS/SQ FOOTAGE TOP BAR JOIST TOP BAR JOIST TOP BAR JOISTt t AREA BREAKDOWN X SQ. FT. FLEX CONDUIT 1 BUILDING -- TO RECEPTACLE CASH OFFICE �u 2' C.R 11.C. Trig=� 1!170=1=CTRICAL HUB FX CONDUIT FROM J -BOX PHONE CABLE FROM - -- -- - I 1 ! I E TO RECEPTACLE OUTLET TO PHONE BOARD 3 CHECKOUT AREA BOTTOM BAR JOIST BOTTOM BAR JOIST BOTTOM BAR JOIST AND SECURED AT JOIST .42:.+, NOTE 2 FROM J -BOX PHONE CABLE FROM --A--�-- �--� SECURELY ATTACH CONDUIT SECURELY ATTACH CONDUIT SECURELY ATTACH CONDUIT OUTLET TO PHONE BOARD 4 COPY CENTER AS PER NEC 2" E.M.T. TO UNDERSIDE AS PER NEC ELECTRICAL HUB. 1@0'AEST j620-G.E. TC -200 112, 3/4" E.M.T. TO TOP OF PHONE OF ROOF DECK, STUB OUT BOLT© TO CMiTUM SURFACE SECURELY ATTACH CONDUIT 5 ELECTRICAL ROOM 82-23 " TOWARD SALES FLOOR BOARD IN ELECTRIC ROOM 2 E.M.T. STUBBED UP TO PHONE CAE&E THROUGH V G.R.M.C. I I.G. AS PER NEC . - -I 2+� 9 UNDERSIDE OF ROOF DECK SERP?ITl1,E FLEX CONDUIT THROUGH I v SECURELY ATTACH GOND IT 6 RECEIVING OFFICE AS PER NEC . HUBS BY 1' E.M.T. TO UNDERSIDE v % CORRIDORS STUB OUT TOWARD SALES FLOOR, � THE COVttTu"i TO THE OUTLETS a -t I E -1 11•G• OTHERS OF ROOF DECK, STUB OUT �_, DUFFILEX WTL-'TS UODUTED B2-25 +1 I" 1+1 30 4"x4" 9 I 8 JANITOR'S CLOSET J -BOX QUAD ISOLATED TOWARD SALES FLOOR Ott IIIL_A!CtM APPROX. 6' E -t 62-21 I.G.I B2-23 GROUND OUTLETS ,r-4X4X4 1" E.M.T. 2"x4" SINGLEElf-IOW T� � 0 I 2" G.R.M.C.--`9 LADIES RESTROOM +18r J -BOX Wy " GANG BOXES 0 -� NOTE 2 10 EMPLOYEE'S LOUNGE • ( 72" 24" t IV NIPPLE MOUNTED 2 NOTE 2 .' ' HUB CONNECTOR B2-21 ' G I I DOUBLE GROUND OUTLET HORIZONTALLYLoj HUB CONNECTOR ��I MIDWEST TYPE 11 MANAGERS OFFICE +18 J ��MIDWEST1 12 MEN'S RESTROOM DOOR oo T fPE 82-25 � - - - � 24" MIN. oo � J -BOX +18" +1$" +18" +18' N J - o r, RECEIVING '/� � I //��� ISOLATED GROUND � 13 BULK SAES ATMA ^� � � � DUPLEX OUTLET °v I. 0 TABLE �i ; %' ISOLATED GROUND 1� SAS AREA FAII-e o0 0o HOLES BY QUAD OUTLET N N N N FINISHED FLOOR N FINISHED FLOOR MILLWORK CO. // J�% 15 STORAGE FINISHED FLOOR Fuusrl� FLGCfi .%' 15 SPRINKLER ROOM QUAD I.G. N N N N �' LOCATE QUAD OUTLETS (D m 6i m OUTLETS 1 BREAK ®LICK INSIDE OF CABINET JUST BELOW DRAWERS 18 DOCK PARTIAL RECEIVING PARTIAL RECEIVING PARTIAL STORAGE PARTIAL RECEIVINGCOPY AND PRINT CENTER COPY AND P CENTER TELEPHONES/PAGING 19 TRUCKWELL 1 OFFICE FLOOR PLAN 2 OFFICE ELEVATION 3 ROOM ELEVATION 4 AREA ELEVATION r5%N� COUNTER DETAIL 6 WORKSTATION DETAIL 7 WORKSTATION DETAIL 20 SLAB THICK./P.S.I. E-1.0 SCALE: 3/16"=1'-0" E-1.0 SCALE: N.T.S. E-1.0 SCALE: N.T.S. E-1.0 SCALE: N.T.S. E-1.0 SCALE: M.T.S. E-1.0 SCALE: N.T.S. E-1.0 SCALE: N.T.S. 21 _ 22 23 FLOOR FINISH. -BOX MOUNTED TO COLING HEIGHT: UNDERSIDE OF TOP CORD J BOX FED INTO BY FLEX CONDUIT SPECIAL NOTES: PHONE CABLE SECURELY ATTACH CONDUIT AS PER NEC . 3/4" G.R.M.C. TO SECURELY ATTACH CONDUIT REVISIONS UNDERSIDE OF AS PER NEC . ROOF DECK DATE HY SYMBOL DESCRIPTION 2" G.R.M.C. STUBBED UP TO -1 -� i i i � - UNDERSIDE OF CORD. CONDUIT TO % , 6 , 5 , /} 3 2, \1.1 1 , 0.1, 0.2, OUTLET BOX BE SECURELY ATTACHED TO CORD. SIZE AS REQUIRED ,,--HUB CONNECTOR MOUNTED TO TOP SURFACE OF COUNTER, 3/4" x 6' RIGID I I I I CONDUIT NIPPLE WORKSTATION, CHECKOUT, ETC... I FLEX RAN INSIDE OF I UMBING FLANGE ON PHONE CABS FED THROUGH I 00 2" G.R.M.C. FROM TOP OF CARPET SECURELY 2" G.R.M.C. TO INSIDE OF CHECKOUT, a I J -BOX TO ELECTRICAL EXISTING 3 10 AWG ATTACHED TO FLOOR EQUIPMENT FOR POWER ��COUNTER, WORKSTATION, ETC... I 1 I I I I �} Dl -7 �`•� to to PLANTER 1/2" CONDUIT ELECTRICAL EQUIPMENT MOUNTED D2-21,23,25,27,29,31 INSIDE OF COUNTER, WORKSTATION, I I I a I I 1 I i CHECKOUT, ETC... CONNECTED BY FLEX. _ _ _ P.J. P.J. P J. P.J.P.J.P.� _ __ P.J. P.J. - _.. _ P.J _ _ _ _ _ �� _----------------•-• -� ----� � _ ,_ ----- - %� 4 mm # --- T _ _ ___ 3 -_ __ ___ I - �- #13 h _______ _. _-_ i D1-9 i I ® 1 ___ E-t.o G.R.M.C. D R OI ` P.J E -to �- __-�� _--->B�-10� _ __ _ _. d# a(stM) ,noc�P Ek J I COPY AND PRINT CENTERRELOCATED I I I I L - - CONDUIT DROP DETAIL 9 W/ FLEX DETAIL (TYPICAL) AME B1-9 I A 8-- I I I _3, - - I.-...._.. �..........-__j._� -_-I I 1c� i! � ! ! � �.._._.� ~_� � } �- t I I I 1 (I � it ( II I! I I �' h-70 - F--1.0 SCALE: N.T.S. E-1.0 SCALE: N.T.S. ! I I 1 I ( IL f I I �,I Ips ;, ' f ( i I 1 ! i I! i i 1 f i !! ! I D,-„ NI D1-,7 I I I I D1-1 ' f ---- ._-�- _..-i i i i i i I i i � f 1i I '_._.. -f T- �--Ir- ! I 1 -'-' I� o � � _ _ I-• _ _ - , `� -- - s I, II fJ 2� - -- DOOR BUZZER 1! i ! Ijj 1 I g F AND LOW VOLT. ! i I I i I I j 1 i If ( I 4 RANT TRANSFORMER P.J 1 I I; I II I i I I i I I 1 I 3 I B2-1 { N 1 II It I I� 1 1 ! _ I #4� CF PERIMETER WALL 120 I�-f Its +--_ I- - m 1 1_ „ „ I , I 1900 J -BOX MOUNTED Sj�t ON INSIDE OF STEEL 19 ^ ...b I I i t f IF ( II 13 11 11 I = r F -t.0 bU" A.F.F. �' I I x I i D1-8 81-7 FORK LIFT , , FROM BOTTOM OF BOX CONDUIT DROP FROM ,� BATTERY 4 j ---I ! i t I II L. _ P.J I 61-10,12 � 1 I 1 1 E II 1 ( � 1 !! . TOP JOIST BAR m CHARcR 7 2 6 THWN 1 II li :_VI/ 41 - " 9 1 10GR UNDC14 B1 20 IN 3/4 C ISD- UIrI � I I �i / - L I ij I fl 1 1 1� i I u') " 3/4 RIGID CONDUIT MOUNTED / �; 1- N ,: 1 coil ,, ( 1 I I- - VO� 4ON THE WALL AND BROUGHT Q - 115 I- - - N '!' I ' -~- - 'E ' - ��;' ' 107 1"' i+ TO THE 1900 J -BOX BUTTON I f I im Lim !! i I I. i' li i j- �I II I L I I I j i i I I - N I TO MDP -13 FOR DOOR D1 13 01-15 - SEE RISER BUZZER DIAGRAM FOR DETAILS _--- P.J 82-•14 � 3 3 I I H/C , i/I � �I I (RAMP -- - ��� +tFE32-_7 J B2-11 11p ' i I I I I D2 -i1 D2-9 G L 0 B A L 'lt'" " ll' tl � FIXj1JRE SHALL BE ENGINE BRING " P.J ! ; 1 1 I - - - _ - - -I -.. -. _.._ - - - ._.._ - - - - - - ( B1-30 D2-8 D2-14 I D2-22 D2-19 I i FACE OFMOUNTEPERIMETER WALL. 62-5 �_= r- t r - I i ; _- i T_ II M' ��D2-13 I - -I _---- I CONSULTANTS INC . 61-15 TO , !, 1 1 I I i -- I I 1 UNLESS OTHERWISE t !! ! 't ' ' / B2-5 ! !( I I - T - - _ I f ! ! iI I { ! ! ! I 1 11 1 / %'`.` I 1� I D1-1 - __e/ 2151 W. HILLSBORO BLVD. SUITE 305 NOTED ON PLAN. 1t4 D1-29 D -16 t 1/2* RIGID II I I ' ' IN �� I I I DEERFIEI-D BEACH FL 33442 s 92-5 I I I ; I CONDUIT FOR I61-36 I I I ! I ! ! ! j DZ� 13 1 D1-29 D1-24 D1-241 LOW VOLTAGE �: _ I (954 571-1845 FAX, 571-1846 EQUIPMENT I tl '� `..% 2 1-231 Di -18 ` 0.FJ.1 I I I - _ I I �__ _.. ._I _.. I .. PERIMETER WALT_ PHONE +,� +„• +,,. B21-14 , B, 341 I ! " ./ 1� _ J D1 14 I � ! � I ( I I Bt -34 4 I � '�20. D2-13 I P.J _! C®NDUIT DROP DETAIL �, t I I I I I ;21 I IN HIT ri0 N i i i I , ' I ' I II I I } I 1 ! 1 o I Dl -22 I 1 _ _ _ _ _ B� ARCHITECTURE PLANNING AND DESIGN 0° ('14 m m I I 1 1 D2- 5- _____. to2 1 J D1-14 --�-� 700 N. E. 74th STREET E-1.0 SCALE: N. T. S. _ ---I I I-- -- - --- - - - I I jo s� ij �I I o I' E ;.o y' D2-15 101-12 - I BOCA RATON � FLORIDA s s0 I I I �i-_T ! 1 I.G' a D1=2J I I PHONE (5 lim - I - - ' - - - - - _ _ - 1-27 F o JID1-1403 ' _ - I - - - �� FAX (561) 999-8119 los D1 - a 116 82-3 I I = D2-17 1/2" RIGID CONDUIT / H92-13 0 1 �- ci 2 FOR DATA OUTLET 3 I 11 --1, t I I 109 I I t m ! 1 ( Dt2-18 D2-�'& 1 I 7=2J RJ45. DROP FROM � �1 I N I fI f ` j- LJ _ _ _ _ _ ^� NOTICE OVERHEAD. PAINT \ 1/z" RIGID CONDUIT TO I I I 1 2' RIGID I I ( I 1 I ( ENGINEER DRAWINGS ARE IN CON- •, MITE (TYP.) \\ UNDERSIDE OF STRUCTURE P.J 2 I I CONDUIT FOR 1 V ' I i1 i I D1-7 ALL ARCHITECTURAL AND EN R • , ; • • • • \ B2-14 I LOWVOLTAGE- = I it t If I II_. _ - 4 3 PAN BY (FURNISHED BY PCX, • , • \ ! _., EQUIPMENT o i ,I I ,I I PANEL "D1" (FURNISHED 9Y PCX, FlDENCE AND DISSEMINATION MAY NOT ®E MADE WITHOUT _ PRIOR WRITTEN CONSENT OF THE ARCHITECT. \\ I I I B1-32 61 32 I II I i I I� D1 -23U E-t•o J. I INSTALLED BY E.C.). ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, • , • , ; • , • • , • . \\ 112 111 I I I I I 11 I ii ( ; D1-25 cr 3 CONTACTOR CABINET N2 (FURNISHED ARE HEREBY SPECIFICALLY RESERVED. • , • ; , , • , • , ' • , \ i I ( I I � N i I I g BY PCX, INSTALLED BY E.C.). i j . D1-25 - I I I N ! ( 21-231 Dl -4 - - • PREFAB. 1/2- RIGID CONDUIT B2-9 - -1 I I I I , ! Io ;, L, _ _ _ _ _ SUPPLIED BY MILK K Co. ! _ ��A� GFl/AC GFl/AC 4N N;; N +14" I •" P.J B2-12 82-12 ff _�n- �� •. I I I o = Io u, I a2 I 1 ••,,',' �',.•, B2-14 111 II I I I N I ; N� o ! IQ Cl I a 1 _' __ - • \, \ •, �\ •, a, a•,; •\•,.� II II 11 II II I 1 1 ! 1 ! 11 1 f -) 0-f. fi c e J II III II II I I B, -2z 02-10 oz=ili D2-16 T - ----_ �^ --��-�DEP 0 Ap" MOUNT QUAD I.G. D2-17 > cop OUTLET 6 ABOVE \` ✓�• BASE DECK OF 12 I ' cC', it 11 1 II II I I I 9 ln4 g I PREFAB. 4X4 J -BOX I I II t,• 1140* 11.40 5-8' '-11 !-- -- GONDOLA SUPPLIED BY MILWORK CO. 118 B1- � m B1-24 81-24 61-24 MOUNT DATA OUTLET ,_ __I--------___._�.---_-_� - j L-..-_------ �----------• A� 2200 Old Germantown Road Delra Beach, FL 334.5 OFFICE DEPOT RJ45 6" ABOVE DUPLEX OUP � '`I' 117 P.J. P J. P.J. P.J. P.J. -- P.J. P.J. --- - P.J. - ---- - - - - �`� i BASE DECK OF GONDOLA zEXISTING ExlsTl s I I5617278-480®THE OFFICE PACE 1200A 120/208v NG WIREWAY, 00 ADJACENT 561/265-4178 (FAX) DISCONNECT AMPS PANEL, METERING TO REMAIN. TO BE REMOVED. TENANT FURNITURE PAD QUAD � 11 GONDOLA END CAP DETAIL 12 DISPLAY DETAIL �� EXISTING I I E-1.0 SCALE: N.T.S. E-1.0 SCALE: N.T.S. OLEO. SERVICE OVERHEAD DESCRIPTION -- -- ' I I I 1 ELECTRICAL SIGNAL �c POWER PLAN ELECTRICAL PLAN KEY NOTES O7 PROVIDE 208V, SINGLE PHASE, 60 AMP NON-FUSED DISCONNECT FOR FORKLIFT O ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL A 6OA/208V/3P WEATHER- ELECTRICAL CONTRACTOR TO PROVIDE A 2' C.R.II.C_ DROP FOR nh£R ELECTRICAL PLAN NOTES �~ LOCATION BATTERY CHARGER. G.N.B. FERRO CHARGER SINGLE PHASE MODEL PROOF FUSED DISCONNECT. USE FUSETRON FUSES. MOUNT AT 4'-0 A.F.G. AND COMMUNICATION. KEEP POWER SEPARATED FRG11 C01110.140CATIOU CASE - 3707 S ORLANDO DRIVE OPROVIDE J -BOX FOR SHOWCASE LIGHTING. ELECTRICAL CONTRACTOR TO F.T.C. 12-45061, 12 CELL, MAX. 95 D.C. AMP OUTPUT. WITH FLEX CONDUIT INSIDE. CONDUIT TO BE SECUR%? Y ATTACHED AT JOIST 1 MAKE FINAL CONNECTION TO SHOWCASE. VERIFY EXACT LOCATION IN FIELD. HEIGHT -25", WIDTH -22-1/2", DEPTH=18-1/2' Q ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL A I.G. QUAD OUTLET LEVEL AND ANCHORED AT COUNTER SURFACE 'HTri A %�%CMC?L HUB. 1• ELECTRICAL E CONTRACTOR TO VERIFY LOCATIONS IO ALL SALES AREA IN REGISTER #3 TO ACCOMMODATE HUB. VERIFY LOCATION WITH OFFICE DEPOT SEE DETAILS 5,6,7,9/1=-I. PAINT CONDUIT'hH1T"=. TELEPHONES WITH THE OFFICE DEPOT CONSTRUCTION PROJECT MANAGER. SANFORD, FLORIDA 32773 OPROVIDE A 2" G.R.M.C. DROP FROM JOIST SPACE TO MILLWORK FOR POWER Og ELECTRICAL CONTRACTOR TO PROVIDE J -BOX AND CONNECTIONS FOR CONSTRUCTION PROJECT MANAGER. 2. ALL TELEPHONE, COMPUTER, AND SECURITY SYSTEM LOW VOLTAGE WRING IS AND COMMUNICATION. SEPARATE POWER AND COMMUNICATION CABLES WITH SPRINKLER ALARM SYSTEM. COORDINATE WORK WITH GENERAL CONTRACTOR ® ELECTRICAL CONTRACTOR TO PROVIDE TWO QUADRAP! X OUP =TS IN OFFICE SCALE DRAWN BY FLEX CONDUIT INSIDE. CONDUIT TO BE SECURELY ATTACHED AT JOIST AND SPRINKLER CONTRACTOR. VERIFY EXACT LOCATION IN FIELD. O ELECTRICAL CONTRACTOR TO PROVIDE AN EMPTY 4" CONDUIT FOR TELEPHONE DEPOT SUPPLIED MILL'hORK. SEE DETAIL 6/E-1. FURNISHED AND INSTALLED BY OFFICE DEPOT. THE ELECTRICAL CONTRACTOR DATE STORE N0. LEVER AND ANCHORED AT COUNTER SURFACE WITH ELECTRICAL HUB. FROM THE SOURCE TO THE ELEC. ROOM W/ PULL STRING. PHONE LINE AND TO FURNISH AND INSTAL. ALL LOW VOLTAGE CONDUITS AND BOXES WHEREVER - SEE DETAILS 3/E-3 AND 9/E-1. PAINT CONDUIT WHITE. REQUIRED. Og NDVAR OVERRIDE PANEL. ELECTRICAL CONTRACTOR TO PROVIDE DOUBLE GANG SERVICE INSTALLATION BY OTHERS. SEE ELEVATIONS 2/E-3 AND 1/E4.1 ® FIRE ALARM CONTROL PANEL (F. A.C.P.) BY OTriERS. '? %CTi21CAi COttTRACTOR „ , „ 1900 J -BOX. MOUNT AT 48" A.F.F. TO TOP OF PANEL. SEE SHEET ME -1. TO PROVIDE 120V CIRCUIT FROM PANEL "B1' TO F.A.C.P. 02/08/99 980245 3/32"=1 -0 MB " " " 3. ROUTE EXPOSED CONDUIT IN JOIST SPACE. WHERE CONDUIT MUST DROP BELOW O PROVIDE J -BOX MOUNTED ABOVE CEILING FOR AUTOMATIC SLIDING DOOR. VERIFY LOCATION WITH OFFICE DEPOT REPRESENTATIVE. 18 PROVIDE A 4x4 J -BOX FOR LEVELER CONTROLLER MOUNTED AT 48 A.F.F. VERIFY LOCATION WdTH OFFICE DEPOT REPRESENTATI rr- BEAMS, KEEP TIGHT TO BEAM AND AS UNOBTRUSIVE AS POSSIBLE. COORDINATE ELECTRICAL CONTRACTOR TO MAKE FINAL CONNECTION. CONNECT TO CIRCUITS INDICATED ON PLAN. CONNECTIONS TO LEVELER AS PER 'MTri CFFICE DEPOT CONSTRUCTION PROJECT MANAGER. LINEALS SQUARE FT CHECK_ BY ELECTRICAL CONTRACTOR TO INSTALL CORD AND ATTACHMENT FOR HOT WATER MANUFACTURERS RECOMMENDATIONS. ® ELECTRICAL CONTRACTOR TO PROVIDE A 3/4 RIG10 CQVAT DROP FROM <3> PROVIDE WATERPROOF J -BOXES FOR EXTERIOR 'OFFICE DEPOT" SIGNAGE. 0 HEATER AS MEANS FOR 120V DISCONNECT. " " JOIST SPACE INTO AN OUTLET BOX MOUNTED AT 3' A.F-F. FROU THE OUTLET 4. ALL DEVICES AND COVER PLATES SHALL BE IVORY. � CIRCUIT CONTROLLED BY ENERGY MANAGEMENT SYSTEM. ELECTRICAL PROVIDE 3/4 RIGID CONDUIT 6 INTO REAR WALL OF LEVELER PIT. PROVIDE BOX A 3/4"W RIGID CONDUIT NIPPLE IS SECURED 'HITT• A 3/4' PLUMSEiVS 4,654 SM CONTRACTOR TO PROVIDE J -BOX, DISCONNECT SWITCH AS REQUIRED, AND FINAL it ELECTRICAL CONTRACTOR TO STUB UP A 3/4" CONDUIT ABOVE CEILING TO RECEPTACLE AS REQUIRED BY LEVELER MANUFACTURER. STUB -OUT TO BE 12" FLANGE BOLTED TO THE FLOOR. SEE DETAIL 3/E-1. ',+ERGF'f FINAL CONDUIT 5 COORDINATE SIGN CONNECTIONS `MTB SIGN SUPPLIER. CONNECTION FOR EACH LETTER. SEE DETAIL 4/E-3. 44" A.F.F. BELOW FINISHED FLOOR. LOCATION WITH OFFICE DEPOT CONSTRUCTION PROJECT UMA . ELECTRICAL CONTRACTOR TO PROVIDE J -BOX, DISCONNECT SWITCH AND FINAL 1� ELECTRICAL CONTRACTOR TO PROVIDE A DUPLEX OUTLET FOR DRINKING 0 ELECTRICAL CONTRACTOR TO PROVIDE 1/2" CONDUIT DROP TO J -BOX FOR SUMP 6. SEE SHEET E-3 FOR MECHANICAL EQUIPMENT SCHEDULE, LIGHT FIXTURE CONNECTION FOR ADDITIONAL SIGNAGE INCLUDING, BUT NOT LIMITED TO, FOUNTAINS. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING LOCATION. PUMP. PUMP TO BE HARD WIRED. PROVIDE DISCONNECT, SIZE AS REQUIRED. ® ELECTRICAL CONTRACTOR TO PROVIDE A 2" CONDUIT CROP FOR PO'MD3 SCHEDULE AND ELECTRICAL SYMBOL LEGEND. THE FOLLOWING: R.M.S. CORP. J15 DEWATERING SUMP PUMP, 2HP, 23OV, 3000 RPM WITH 3" AND COMMUNICATION. KEEP POWER SEPARATED Fit(Al CQUUUN1CATION CABS DWG. NO7,*) "OFFICE SUPPLIES" Q ELECTRICAL CONTRACTOR TO PROVIDE 3/4" CONDUIT FROM 4"x4" J -BOX, WITH DISCHARGE. VERIFY EXISTING CONDITION AND REPLACE AS REQUIRED. WITH FLEX CONDUIT INSIDE. CONDUIT TO BE SECU aY ATTAChED AT JOIST "OFFICE TECHNOLOGY" SINGLE GANG MUD RING MOUNTED HORIZONTALLY AT 89" A.F.F., BACK TO LEVEL AND ANCHORED INSIDE OF WALL. CONDUIT TO BE BROUfGHT THROUGH DEMOLITION NOTES "OFFICE FURNITURE" PHONE BOARD IN ELECTRIC ROOM. SEE ELEVATION 2/E-1. ® PROVIDE 1/2" G.R.M.C. DROP FROM JOIST SPACE TO RACKING FOR POWER. WALL INTO ADJACENT CUSTOMER SERVICE DISPLA'f CAE Fart FU1AL - -- "LOW PRICE GUARANTEE" CONDUIT TO BE SECURELY ATTACHED AT JOIST LEVEL AND AT RACKING. PAINT TERMINATIONS TO EQUIPMENT. REFER TO ARCHITECTURAL EXTERIOR ELEVATIONS FOR EXACT LOCATIONS OF O PROVIDE A 2" E.M.T. FROM UNDERSIDE OF ROOF DECK TO A 4"x4"x4' SQUARE WHITE. VERIFY LOCATION WITH OFFICE DEPOT CONSTRUCTION PROJECT MANAGER. 1. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO DEMO ALL CONDUIT, WIRE la AND ELECTRICAL EQUIPMENT NOT BEING UTILIZED FOR THIS NEW STORE. SIGNAGE. ALL WORK TO BE WATERPROOF. VERIFY EXACT NUMBER OF SIGNS J -BOX W/ DOUBLE GANG PLASTER RING AT 72" A.F.F. TO BOTTOM OF BOX AND ® ELECTRICAL CONTRACTOR TO PROVIDE 3/4' C01CMT FRW 4'x7 J -80X, '/ATHFOR ELECTRICAL g���;;� MANAGER PRIOR 70NJ CONNECTION INSTALLATION. JOIST DEPOT CONSTRUCTION PROJECT CENTERED 24" FROM DOOR FRAME. JOIST SPACE AND ALONG WALL.. SEE CONDUIT EVATION 3E SECURELY ATTACHED AT � PROVIDE 1/2- G.R.M.C. DROP FROM CONDUIT TO BE SECURELY ATTACHEDOIST SPACE TOAT JOIST LEVEL AND AT RACKING. ACKING FOR HONE. SINGLE GANG MUD PAINT BOARD N ELECTRICRROOMOUNTED HORIZONTAL SEE ELEVATION 2 •• A� 39' AF.F., BACK TO PHONE � BTHEID NELECTRICAL CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE PRIOR TO CITY OF SANE RE ' WHITE. VERIFY LOCATION WITH OFFICE DEPOT CONSTRUCTION PROJECT MANAGER. BIDDING. 47 OELECTRICAL CONTRACTOR TO PROVIDE DEDICATED RECEPTACLE ABOVE CEILING Q ELECTRICAL CONTRACTOR TO PROVIDE 1' E.M.T. FROM UNDERSIDE ® PROVIDE 2" E.M.T. FROM J -BOX MOUNTED AT 83' AFF. TO UliVERSIDE OF �11�4 FOR SECURITY PANEL. SECURITY PANEL BY OTHERS. OF ROOF DECK TO TWO 2"x4" SINGLE GANG BOXES MOUNTED HORIZONTALLY ROOF DECK. STUB -OUT TOWARD SALES FLOOR Atm SEE %! %/ATION 2�-1. 3. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO RELOCATE THE EXISTING \ AT 50" A.F.F. SEE ELEVATION 4/E-1. TELEPHONE SERVICE TO THE ELECTRIC ROOM. ry� O NOT USED. PLOT SCALE: 3/32"=1'-0" 91 kj 1 Fol KLV151UNti DATE BY SYMBOL DESCRIPTION GLO BAL ENGINE EKING CONSULTANTS, INC. 2151 W. HILLSBORO BLVD., SUITE 305 DEERFIELD BEACH, FL 33442 (954) 571--1845 FAX: 571-1846 ARCHITECTURE PLANNING AND DESIGN 700 N. E. 74th SMEET 130CA RATONORIDA 33487 PHONE (561) 999-9290 FAX (661) 9990119 NOTICE ALL ARCHITECTURAL. AND ENGINEER DRAWINGS ARE IN CON— FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road Delra Beach, FL 33445 OFFICE DEPOT 561 7278--4>0o THE OFFICE PLACE 561/265-4178 (FAX) DESCRIPTION FACILITY ANALYSIS/SQ FOOTAGE LOCATION AREA BREAKDOWN X SQ. FT. 1 BUILDING 2 CASH OFFICE 3 CHECKOUT AREA 4 COPY CENTER 5 ELECTRICAL ROOM 6 RECEIVING OFFICE 7 CORRIDORS - 6 JANITOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: 91 kj 1 Fol KLV151UNti DATE BY SYMBOL DESCRIPTION GLO BAL ENGINE EKING CONSULTANTS, INC. 2151 W. HILLSBORO BLVD., SUITE 305 DEERFIELD BEACH, FL 33442 (954) 571--1845 FAX: 571-1846 ARCHITECTURE PLANNING AND DESIGN 700 N. E. 74th SMEET 130CA RATONORIDA 33487 PHONE (561) 999-9290 FAX (661) 9990119 NOTICE ALL ARCHITECTURAL. AND ENGINEER DRAWINGS ARE IN CON— FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road Delra Beach, FL 33445 OFFICE DEPOT 561 7278--4>0o THE OFFICE PLACE 561/265-4178 (FAX) DESCRIPTION MECHANICAL POWER PLAN LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 02/08/99 980245 3/32"=1'--0" RSD LINEALS SQUARE FT CHECK BY 24,654 SM ELECTRICAL LIGHTING PLAN NOTES 1. TYPE "F" & "P" FIXTURES SHALL BE MOUNTED ON COLUMNS, WALLS OR FROM UNISTRUT ATTACHED TO BAR JOISTS. 2. PROVIDE STEM MOUNTING FOR ALL EXIT LIGHTS LOCATED IN SALES AND RECEIVING AREAS UNLESS OTHERWISE NOTED. PROVIDE WHITE PENDANT WITH SWIVEL FITTING. EXIT LIGHTS SHALL HANG 12" LOWER THAN TYPE "A" FIXTURES. 3. ALL SALES AREA LIGHT FIXTURES SHALL BE HUNG AT 14'-3" A.F.F. VERIFY WITH OFFICE DEPOT CONSTRUCTION PROJECT MANAGER. 4. ALL RECEIVING/BULK SALES AREA LIGHTING FIXTURES SHALL BE HUNG AT 16'-0- A.F.F. VERIFY WITH OFFICE DEPOT CONSTRUCTION PROJECT MANAGER. 5. WHEN PROPER MOUNTING HEIGHTS OF TYPE "A' LIGHTING FIXTURES DO NOT EXIST, THE ELECTRICAL CONTRACTOR SHALL VERIFY INFORMATION WITH THE OFFICE DEPOT CONSTRUCTION MANAGER AND USE REMOTE BALLAST TYPE "A" FIXTURES. SEE DETAIL 2/E-2. 6. TYPE 'A' LIGHTING FIXTURES SHOULD BE CENTERED DOWN EACH AISLE WHERE FIXTURES ARE TALLER THAN 6'-0'. 7. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO ALIGN AL FIXTURE BALLAST COVERS. 8. LIGHT SPACING DIMENSIONS ARE SHOWN FOR REFERENCE. LIGHT SPACING WILL VARY WITH STORE FIXTURE PLAN. 9. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PARKING LOT LIGHTING AND PYLON SIGNS IF REQUIRED. 10. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VERIFY CORRECT COUNTS OF ALL LIGHTING FIXTURES TO OFFICE DEPOT. 11. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO RECEIVE AND STORE ALL LIGHTING FIXTURES. 12. THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LIGHTING FIXTURES FROM LIGHTING DYNAMICS INCORPORATED AT NO COST TO OFFICE DEPOT. FOR LIGHT FIXTURE INFORMATION AND PRICING CONTACT: LIGHTING DYNAMICS INCORPORATED PATTY ROSSIEL LO (954) 527-0033 WASHER AND BOLT TO SECURE CONDUIT TO J 1/2" G.R.M.C. SECURELY ATTACHED TO JOIST PENDANT MOUNTING BRACKET - 4" x 4" J -BOX SECURED TO TOP JOIST W/ CADDY CLIP TOP BAR JOIST BOTTOM BAR JOIST -1/2" G.R.M.C. THREADED ON BOTH ENDS. PAINT WHITE. 16'-0" A.F.F. IN RECEIVING/BULX SALES AND STORAGE ROOM. 14'-3" A.F.F. IN SALES FLOOR AREA. FINISHED FLOOR EMERGENCY/EXIT z LIGHT INSTALLATION E-2.0 SCALE N.T.S. fi ALL CONDUIT FOR LIGHTING AND POWER TOP CHORD NUT AND WASHER DROPS TO BE RUN ALONG THE TOP CHORD OF BAR JOIST OF ROOF TRUSSES AS CLOSE TO DECK AS POSSIBLE. JL RECEPTACLE E.C. TO PRO`ADE UNISTRUT. (6'-0' MINIMUM, RUN PERPENDICULAR TO RAQW( MOUNT TO BAR JOIST, PER MANUFACTURERS E.C. TO PROVIDE MATCHING TWIST LOCK PLUG & RECEPTACLE. R=MM1O- iDATIONS, W/ 1/2' NUTS & BOLTS. DQ NOT MOUNT ON UNISTRUT FIXTURE SUPPORT. E.C. TO PRO`ADE SPRING NUT SAFTEY HOOK, 500 # RATING. DO NOT MOUNT FIXTURE FROM RECEPTACLE BOX. FIXTURE WHIPS, (WHITE) ELECTRICAL CONTRACTOR TO VERIFY EXACT CEILING HEIGHT, & LENGTH OF CHAIN NEEDED TO MAINTAIN EE.C. TO ?RO`ADE AIRCRAFT CABLE (LENGTH VARIES) THE PROPER FIXTURE HEIGHT. PROVIDE SLACK TO ADJUST FIXTURE .G. TO IPRO'A FASTEN TO UPPER STRUCTURE. 3'-0* SIDE TO SIDE. TIE WRAP NEATLY TO BAR JOIST OR OTHER FASTEN TO FIXTURE USU1G THREAD FORMING / SURFACES. PAINT TO MATCH CEILING. SCREWS (1/4'-20) AND 3/4' O.D. FLAT WASHER. INSTALL PER FACTORY INSTRUCTIONS, ELECTRICAL CONTRACTOR TO FURNISH & INSTALL 1/4- FACTORY WELDED STEEL LINK CHAIN (700# RATING). PROVIDE FACTORY SAFETY HOOKS WITH CORD & PLUG PRE -ASSEMBLED. (HOOKS TO HAVE 500# RATING). �--- TYPE 'A" & "ANL" FIXTURE SEE LIGHT TING IXTURE SCHEDULE) NOTE IF PROPER CLEARANCES ARE NOT AVAILABLE TO MAINTAIN +16'-0" A.F.F. MOUNTING HEIGHT, REMOTE THE BALLAST. NOTIFY OFFICE DEPOT CONSTRUCTION MANAGER FOR EXACT MOUNTING HEIGHTS PRIOR TO ORDERING FIXTURES. CEILING LUMINAIR % SCALE: N.T.S. I BOTTOM CHORD OF BAR JOIST 16'-0" A.F.F. IN RECEIVING/BULK SALES AREA AND STORAGE ROOM 14'-3' A.F.F. IN SALES AREA I FINISHED FLOOR N STALLATI ON I - D, .2� /C� - - - ---`ems PLANS RE 1001 CITY Of SAPH IM d REVISIONS FACILITY ANALYSIS/SQ FOOTAGE LOCATION AREA BREAKDOWN X SQ. Fr. 1 BUILDING 2 CASH OFFICE 3 CHECKOUT AREA 4 COPY CENTER 5 ELECTRICAL ROOM 6 RECEIVING OFFICE 7 CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNG 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SANS AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL -- 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: d REVISIONS 2151 W. HILLSBORO BLVD., SUITE 305 DEERFIELD BEACH, FL 33442 (954) 571-1845 FAX: 571--1846 SAN Z ESN ARCHIFECT ARCHITECftJRE PLANNING AND DESIGN 700 N. E. 74th STREET BOCA RAT©NORIDA 33487 PHONE (561) 999-9290 FAX (561) 999-0119 NOTICE I AI ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WFi HOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT, ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road Delra Beach, FL 33445 OFFICE DEPOT 561 7278-480o THE OFFICE PLACE 561/265-4178 (FAX) DESCRIPTION ELECTRICAL LIGHTING PLAN LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 02/08/99 980245 3/32"=1'-0" MB LINEALS SQUARE FT CHECK BY 24,654 SM 17" ENGINE ERING 0 i� - �, 2151 W. HILLSBORO BLVD., SUITE 305 DEERFIELD BEACH, FL 33442 (954) 571-1845 FAX: 571--1846 SAN Z ESN ARCHIFECT ARCHITECftJRE PLANNING AND DESIGN 700 N. E. 74th STREET BOCA RAT©NORIDA 33487 PHONE (561) 999-9290 FAX (561) 999-0119 NOTICE I AI ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WFi HOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT, ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road Delra Beach, FL 33445 OFFICE DEPOT 561 7278-480o THE OFFICE PLACE 561/265-4178 (FAX) DESCRIPTION ELECTRICAL LIGHTING PLAN LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 02/08/99 980245 3/32"=1'-0" MB LINEALS SQUARE FT CHECK BY 24,654 SM DWG. NO. � C\i n '/V V PLOT SCALE: 3/32"=1'-0" u LIGHT FIXTURE SCHEDULE SYMBOL TYPE CATALOG NO. LAMPS PER FIXTURE MOUNTING REMARKS DATA OUTLET BOX BY OTHERS. SEE DETAIL 3/1=-3. (PROVIDE SEPARATE CONDUIT FOR COMMUNICATION CABLES) $ WALL SWITCH-HUBBQL "1221-1" W/ IVORY NYLON COVER -HUBBELL "P1'. MOUNT 48" A.F.F. UNLESS NOTED Q JUNCTION BOX SIZE AS REQUIRED v TELEPHONE BOX MOUNTED INSIDE COUNTER UNIT OR ON WALLS AT 18' A.F.F., UNLESS NOTED RUN 3/4" CONDUIT TO ACCESSIBLE CEILING, UNLESS NOTED L N0. TYPE WATT VOLTAGE COLOR DISCONNECT SWITCH (W.P... WEATHERPROOF NEMA 3R) 0R.T.U. ELECTRICAL PANEL BOX 74 LUMARK MHSS-D822-M400-MT-FBI-PC6- ® FIRE ALARM DUCT SMOKE DETECTOR - FURNISHED & INSTALLED BY MECHANICAL. CONTRACTOR, WIRING BY E.C. SEE DETAIL 1/E-1.1 RI FIRE ALARM REMOTE TEST STATION - SYSTEM SENSOR RST451 - FURNISH BY M.C., INSTALLED ds WIRED BY E.C.. INSTALL ON AN ACCESSIBLE COLUMN/WALL NEAR UNIT, COORDINATE WITH RACK DWG& SEE DETAIL 1/E-1.1 MOUNT 72' A.F.F. TO FEED COLUMN MOUNTED REMOTE INDICATOR, RUN WIRING DOWN INSIDE COLUMN & DRILL HOLE. TO FEED WALL MTA R.L. RUN 1/2" CONDUIT CONCEALED IN WALL TO DUCT SMOKE DETECTOR ® SPECIAL PURPOSE RECEPTACLE VERIFY EXACT PLUG CONFIGURATION WITH EQUIPMENT. E.C. SHALL FURNISH & INSTALL MATCHING RECEPTACLE E.C. TO COORDINATE Q A SCF-L-4K-WHT/HSG 400 WATT HIGH BAY 1 MH4O0/CU 4K 400 MULTI MH PENDANT CORD LENGTH WITH OWNER TEMPERATURE SENSOR. E.C. TO INSTALL & WARE. MOUNT AS NOTED. SEE SHEETS E-1.1 & ME -1,2 FOR DETAILS �B LAMPS FACTORY SUPPLIED 13'-6" 3 208 TAP A,C 34'-10-13W— NOTES 1 & 4 2AMP 0 AC NEUTRAL (ICN) HOT(ACH) 3'-9" LUMARK MHSS--D822-M400-MT-Q-FH1-PC6- 2'-6" (WHITE WIRE) (BLACK WIRE) #265 NEMA 5-20R USA/HI SPEED AMPLE P 13 OP E.C. TO COORDINATE Q A/NL SCF'-LL-4K-WHT/HSG 400 WATT HIGH BAY 1 MH4OO/CU 4K 400 MULTI MH PENDANT CORD LENGTH WITH OWNER NL W/QTZ RESTRIKE. LAMPS FACTORY SUPPLIED 1 Q25ODC TAP NEUTRAL (ACN) 120VAC HOT(ACH) NOTES 1 & 4 R.T.U. #4 74 LUMARK MHSS-DB22-M400-MT-RM-FHI-PC6- #5830 NEMA 5-15R USA/HI SPEED ROOF A.0 E.C. TO COORDINATE Q AL SCF-11-4K-WHT/HSG 400 WATT HIGH BAY 1 MH400/CU 4K 400 MULTI MH LOW CORD LENGTH WITH OWNER R.T.U. #5 74 LAMPS FACTORY SUPPLIED 3 208 TAP A.0 PENDANT NOTES 1 & 4 AL #5750 LUMARK MHSS-DB22-M400-MT-RM-Q-FHI-PCB- SCF-LL-4K-WHT/HSG 400 WATT HIGH BAY 1 MH400/CU 4K 400 MULTI MH IOW E.C. TO COORDINATE CORD LENGTH WITH OWNER R.T.U. #6 AL L GROUND 3 208 (GREEN WIRE) AC PENDANT NL #7705 W/QTZ RESTRIKE, LAMPS FACTORY SUPPLIED 1 Q25ODC TAP (WHITE WIRE) (BLACK WIRE) NOTES 1 & 4 NEMA 5-20R B 2'X4' RECESSED FLUORESCENT FIXTURE 3 F32T8/41K 32 120 CW RECESSED NOTE 2 GROUND METALUX 2G-332-Al25-277-EB81 (GREEN WIRE) 15 AMP 8 RTU #8 E SURE -LITE UNH -1 -SRW EXIT LIGHT W/SELF CONTAINED EMERGENCYINCLUDED 3 208 120 SCANER SURFACE/ NOTE 3 CEILING FANS 0.9 BATTERY PACK AND CHARGER APPLICATION 1 120 CEILING AB GROUND (GREEN WIRE) 600S3703 20 AMP 0 F F SURE -UTE XR-3 (1.5HR CAP.) TWIN HEAD EMERGENCY LIGHT W/SELF INCLUDED 115 120 A,B 'R SUSP. NOTE 3 NOT USED CONTAINED EMERGENCY BATTERY PACK AND CHARGER H PHOENIX #DL-300-D3SURFACE/ 1 150A 150 120 CW 20 AMP H 10 150W DOCK LIGHT 1.5 1 120 FLOOR AX WALL 30 AMP PROVIDE TUBE GUARDS fJ J SURFACE MOUNTED FLUORESCENT STRIP FIXTURE 2 F32T8/TL741 32 120 CW SURFACE AT RACK SYSTEM. METALUX 8TMSSM-132-120-EB81-U 0 AMP NOTE 5 K ~� K SURFACE MOUNTED FLUORESCENT STRIP FIXTURE 1 F32T8fTL741 32 120 CW SURFACE PROVIDE TUBE GUARDS AT RACK SYSTEM. NOT USED METALUX MSSM-132-120-EB81-U — - — — — NOTE 5 P� P SURE -LITE UNH -1 -SRW -DH INCLUDED 120 SUSP. NOTE 3 DOCK LEVELER 8.0 COMBO EXIT/EMERGENCY LIGHT 1 115 FLOOR AE 1 POLE O R SURE -LITE 6T -6-W SURFACE/ MOUNT 0 18" ABOVE DOOR HEADER REMOTE WEATHERPROOF EMERGENCY FIXTURE 1 029-37 6 6 HAL WALL 8' STRIP FIXTURE 2 4F32T8/TL741 64 120 CW SURFACE NOTE 2 METALUX 8TSS-232-277-E881-U T 4' STRIP FIXTURE 2 F32T8/TL741 32 120 CW SURFACE NOTE 2 METALUX SS-232-277-ES81-U BUILDING WALL LTG X FAIL-SAFE MHGC-175H-277V 1 MH175/U 175 120 HPS WALL MOUNT 0 15' A.F.F. x Y Y SURFACE METAL HALIDE CANOPY LIGHT 1 MH175 175 120 M.H. SURFACE FAIL-SAFE MHGC-175H-277V V 4' SURFACE FLUORESCENT FIXTURE 4 F32T8/TL741 32 120 CW SURFACE NOTE 2 METALUX W432A-277V-E881 LIGHTING NOTES: 1. USE THE FOLLOWING CRITERIA WHEN ORDERING AND INSTALLING LIGHTS. BAR JOIST HE]C�iT LESS THAN 16 -0 FROM F.F. TO BOTTOM OF BAR JOISTS REMME BALLAST GREATER THAN16'-0" FROM F.F. TO BOTTOM OF BAR JOISTS N RMAL PENDANT B L 65I HIGH BAY LIGHTING FIXTURES TO BE INSTAL AT 16'-0" TO BOTTOM OF FIXTURE UNLESS OTHERWISE INSTRUCTED BY OFFICE DEPOT FIELD REPRESENTATIVE. ANY DEVIATIONS TO THE ABOVE SHALL BE BROUGHT TO THE ATTENTION OF OFFICE DEPOT'S PROJECT MANAGER. 2. FIXTURE SHALL HAVE ENERGY SAVINGS LAMPS AND WATT MISER BALLAST. 3. ILLUMINATED EXIT SIGNS ARE REQUIRE TO CLEARLY IDENTIFY THE PATH OF EXIT TRAVEL. WORDS ON SIGNS MUST HAVE LETTERS A MINIMUM OF SIX INCHES HIGH. SIGNAL LOCATIONS WILL BE SUBJECT TO WHERE THE STEEL. STORAGE RACKS ARE INSTALLED. ELECTRICAL SYMBOL LEGEND N.E.M.A. DUPLEX RECEPTACLE -HUBBELL "5362-1" W/ IVORY NYLON COYER -HUB "PB". MOUNT 18" A.F.F. UNLESS NOTED HP ISOLATED GROUND DUPLEX RECEPTACLE -HUB "IG5382-1" W/ ORANGE COYER -HUB "IGP8". MOUNT 18" A.F.F. UNLESS NOTED. PROVIDE AN INSULATED - ISOLATED GROUND WIRE PER CIRCUIT. Q DATA OUTLET BOX BY OTHERS. SEE DETAIL 3/1=-3. (PROVIDE SEPARATE CONDUIT FOR COMMUNICATION CABLES) $ WALL SWITCH-HUBBQL "1221-1" W/ IVORY NYLON COVER -HUBBELL "P1'. MOUNT 48" A.F.F. UNLESS NOTED Q JUNCTION BOX SIZE AS REQUIRED v TELEPHONE BOX MOUNTED INSIDE COUNTER UNIT OR ON WALLS AT 18' A.F.F., UNLESS NOTED RUN 3/4" CONDUIT TO ACCESSIBLE CEILING, UNLESS NOTED L W1REM04-D 2OGB SINGLE CKT. PLUGMOLD - COLOR IVORY - W/OUTLETS 12" O.C. E.C. SHALL ALTERNATE CKT. CONNECTIONS WITH EVERY OTHER PLUGMOLD. SEE PLANS FOR NUMBER OF CKTS, LENGTH AND MOUNTING. 3'-3" Q EDWARDS #1785 - 120V CRAY WEATHERPROOF PUSHBUTTON. LOCATED AT RECEIVING DOOR. VALCOM EQUIP. DISCONNECT SWITCH (W.P... WEATHERPROOF NEMA 3R) 0R.T.U. ELECTRICAL PANEL BOX 74 ELECTRIC MOTOR - SEE MECHANICAL EQUIPMENT SCHEDULE THIS SHEET ® FIRE ALARM DUCT SMOKE DETECTOR - FURNISHED & INSTALLED BY MECHANICAL. CONTRACTOR, WIRING BY E.C. SEE DETAIL 1/E-1.1 RI FIRE ALARM REMOTE TEST STATION - SYSTEM SENSOR RST451 - FURNISH BY M.C., INSTALLED ds WIRED BY E.C.. INSTALL ON AN ACCESSIBLE COLUMN/WALL NEAR UNIT, COORDINATE WITH RACK DWG& SEE DETAIL 1/E-1.1 MOUNT 72' A.F.F. TO FEED COLUMN MOUNTED REMOTE INDICATOR, RUN WIRING DOWN INSIDE COLUMN & DRILL HOLE. TO FEED WALL MTA R.L. RUN 1/2" CONDUIT CONCEALED IN WALL TO DUCT SMOKE DETECTOR ® SPECIAL PURPOSE RECEPTACLE VERIFY EXACT PLUG CONFIGURATION WITH EQUIPMENT. E.C. SHALL FURNISH & INSTALL MATCHING RECEPTACLE dGFI HUBBELL 'G "5382-1" GROUND FAULT RECIEPTACLE W/ IVORY COVER --HUBBELL 'HPS1-1". MOUNT AS NOTED. 18'-6" HUBBO L "GF5382-I" GROUND FAULT RECEPTACI F MOUNT IN WEATHERPROOF' ENCLOSURE r DOUBLE DUPLEX RECEP (2)HUB '5382-1" W/1VORY COVER -HUB "P82" COVER MNT 18' A.F.F. UNLESS NOTED IG ISOLATED GROUND DOUBLE DUPLEX RECEP (2) --HUB 'IG5362" W/IVORY COVER -HUB 'PBV MNT 18' A.F.F. UNLESS NOTED. PROVIDE AN INSULATED - ISOLATED GROUND WIRE PER CIRCUIT 19 ROOM AIR SENSOR. E.C. TO INSTALL & WIRE. MOUNT AS NOTED, SEE SHEETS E-1.1 & ME -1,2 FOR DETAILS Q TEMPERATURE SENSOR. E.C. TO INSTALL & WARE. MOUNT AS NOTED. SEE SHEETS E-1.1 & ME -1,2 FOR DETAILS �B EDWARDS #340-4N5 - 120V AC 4" BELL. LOCATED AT RECEIVING DOOR. EC, TO INSTALL AND WIRE. 13'-6" 3 4. ALL LAMPS SHALL BE FROM THE SAME MANUFACTURER, MODEL do LOT NUMBER. E.C. IS RESPONSIBLE FOR AN EVEN LAMP COLOR. LAMPS WITH A DIFFERENT COLOR MUST BE REPLACED. 5. EC. TO MAINTAIN PROPER ALIGNMENT & INSTNIATION OF BALLAST COVER 6. ALL CONDUIT FOR LIGHTING AND POWER DROPS TO BE RUN ALONG THE TOP CHORD OF ROOF TRUSSES AS CLOSE TO DECK AS POSSIBLE. 7.. ALL LIGHT FIXTURES AND LAMPS SUPPLIED BY ELECTRICAL CONTRACTOR. & E.C. RESPONSIBLE TO VERIFY CORRECT COUNTS OF ALL LIGHTING FIXTURES TO OFFICE DEPOT. 9. E.C. RESPONSIBLE TO RECEIVE AND STORE ALL LIGHTING FIXTURES. 10. NOT ALL OF THE FIXTURE TYPES SHOWN ON THIS LIGHT FIXTURE SCHEDULE HAVE BEEN USED ON THIS PROJECT. CIIIPPI IPn RY YPPnY 1/2" RIGID CONDUIT DROP FROM OVERHEAD (TYP. THROUGHOUT) PAINT WHITE. EXTEND CONDUIT DROP TO J—BOX AT FLOOR. SECURELY ATTACH— CONDUIT AT JOISTS AND TO BACK OF RACK ,1 I I I I I I I I � I I I I I I I I Y CONDUIT DROPS @ GONDOLAS SCALE: N.T.S. XEROX N.E.M.A. REMARKS: HP MODEL CONFIG: (OFFICE DEPOT DIAGRAMMATIC SPEC: NOTE DISC. SWITCH REF. ONLY) &nn BY TENANT L nllllilll 3'-3" F--1ElluUlli 12'-6" VALCOM EQUIP. 100 AMP 0R.T.U. #1 74 HOT 12 120VACROUND 48'-9 3 208 (BLACK WIRE) (GREEN WIRE) #5365 NEMA 5-30R APA/HI S EED 15'-2" 18'-6" ISOLATED GROUND 29'-9' NEUTRAL OUTLETt2' DOCK 19 (WHITE WIRE) 2 R.T.U. #2 74 73526 13'-6" 3 208 ROOF A,C 34'-10-13W— V 2AMP 0 AC NEUTRAL (ICN) HOT(ACH) 3'-9" l'-3" 2'-6" (WHITE WIRE) (BLACK WIRE) #265 NEMA 5-20R USA/HI SPEED AMPLE P 13 OP 24'-9' R.T.U. #3 APPLICATION 36'-9` 39'-6& 3 208 GROUND AC 0 (GREEN WIRE) 600S3703 15 AMP NEUTRAL (ACN) 120VAC HOT(ACH) 4 R.T.U. #4 74 (WHITE WIRE) (BLACK WIRE) #5830 NEMA 5-15R USA/HI SPEED ROOF A.0 APPLICATION GROUND (GREEN WIRE) 600S3703 R.T.U. #5 74 20 AMP 3 208 NEUTRAL (ACN) 120VAC HOT(ACH) A.0 3100 (WHITE WIRE) (BLACK WIRE) #5750 NEMA 5-20R USA/HI SPEED APPLICATION 100 AMP g R.T.U. #6 74 GROUND 3 208 (GREEN WIRE) AC 3 POLE 20 AMP #7705 NEUTRAL (ACN) 120VAC HOT(ACH) (WHITE WIRE) (BLACK WIRE) PLOTTER NEMA 5-20R USA/HI SPEED 1 APPLICATION ROOF A.0 2 POLE GROUND (GREEN WIRE) 15 AMP 8 RTU #8 32 NEUTRAL (ICN) 120VAC HOT(ACH) 3 208 (WHITE WIRE) (BLACK WIRE) SCANER NEMA 5-15R USA/HI SPEED CEILING FANS 0.9 APPLICATION 1 120 CEILING AB GROUND (GREEN WIRE) 600S3703 MECHANICAL EQUIPMENT SCHEDULE SYMBOL DESCRIPTION AMPS HP KW PHASE VOLTS LOCATION NOTE DISC. SWITCH I &nn BY TENANT L nllllilll 3'-3" F--1ElluUlli 12'-6" VALCOM EQUIP. 100 AMP 0R.T.U. #1 74 43'-6" 48'-9 3 208 ROOF ALC 3 POLE BY TENANT 15'-2" 18'-6" ISOLATED GROUND 29'-9' 34'- 4'v4'-0' OUTLETt2' DOCK 19 100P0LIE 2 R.T.U. #2 74 r'►r 13'-6" 3 208 ROOF A,C 34'-10-13W— V I 42'-3' 3'-9" l'-3" 2'-6" 6'-3" 9'-4" 12'-8" 15'-4" AMPLE P 13 OP 24'-9' R.T.U. #3 74 36'-9` 39'-6& 3 208 ROOF AC 0 130POLIE 4 R.T.U. #4 74 3 208 ROOF A.0 0POLIE R.T.U. #5 74 3 208 ROOF A.0 3100 100 AMP g R.T.U. #6 74 3 208 ROOF AC 3 POLE AMP (7) RTU #7 17.7 1 208 ROOF A.0 2 POLE 60 AMP 8 RTU #8 32 3 208 ROOF ASC 3 POLE g CEILING FANS 0.9 1 120 CEILING AB 20 AMP 1 POLE 20 AMP 0 EXHAUST FAN #1 1/4 1 115 ROOF A,B 1 POLE 11 NOT USED 20 AMP WATER HEATER 1.5 1 120 FLOOR AX 1 POLE 30 AMP SUMP PUMP 2 1 208 GROUND ASB 2 POLE 0 AMP TRASH COMPACTOR 7--1/2 3 208 FLOOR AC 3 POLE `7 NOT USED — - — — — 20 AMP 6 DOCK LEVELER 8.0 1 115 FLOOR AE 1 POLE MECHANICAL EQUIPMENT NOTES: A. E.C. SHALL MAKE FINAL TERMINATION CONNECTIONS AT UNrr. B. E.C. SHALJ_ FURNISH AND INSTALL ANON—FUSED DISCONNECT, SIZE AS REQUIRED. C. E.C. SHALL FURNISH AND INSTALL A FUSED DISCONNECT, FUSE TO BE SIZED A5 REQUIRED, U5E FUSETRON FUSES. D. E.C. SHALL INSTALL AND WIRE A TEMPERATURE SENSOR, (BELDON 8761 OR EQUNALENT) COORDINATE INSTALLATION WITH MECHANICAL CONTRACTOR. FACTORY INSTALLED DUCT TEMP SENSOR MAY NEED BY—PASSED IF APPLICABLE. E. E.C. SHALL PROVIDE FINAL CONNECTIONS TO DOCK LEVELERS PER MANUFACTURERS SPECIFICATIONS, CONTROL BOX BY OTHERS. SECURELY ATTAQi C>' JIT AT JOIST SEE *00t EW ORCPS AT GON00LAS' rY=TAtI S THIS %*--- r. MOUNT PLUGMOLD AT 3" ABOVE BASE DECK OF GONDOLA. PLUGMOLD TO BE CONTINUOUS— NO BREAKS BETWEEN RACKS. CONTRACTOR MAY USE 2—CIRCUIT PLUGMOLD WHERE APPLICABLE. FROM UGMOLD N FLOOR TEAM TECHNOLOGY EQUIP.I>a r ---i ISI BY TENANT D E F --� 14 PREMIER EQUIP. I &nn BY TENANT L nllllilll 3'-3" F--1ElluUlli 12'-6" VALCOM EQUIP. J uuuu J BY TENANT f 43'-6" 48'-9 J V-6" PREMIER EQUIP. F-1 7'-6' BY TENANT 15'-2" 18'-6" ISOLATED GROUND 29'-9' 34'- 4'v4'-0' OUTLETt2' DOCK 19 BACK UP BATTERY J� 2'-8" BY TENANT r'►r 13'-6" 16'-5" 20'-0" BAR JOIST 1/2' RIGID CONDUIT DROP FROM OVERHEAD (TYP. THROUGHOUT) PAINT 'AHITE. EXTEND CONDUIT DROP TO 12' BELOW TOP OF RACK, THEN INSTALL FLEX TO LIGHTS. FLEX CONDUIT, ATTACH NEATLY TO RACK STRUCTURE. RACK LIGHTING DETAIL SCAM: N.T.S. MUTES: 1. E.C. SHALL REFER TO DWG. E-1 FOR FLMRE 'J' AND 'K' LOCATIONS (TYPICAL FOR All RACK LIGHTING) 2 ALL CONDUIT FOR LIGHTING AND POWER DROPS TO BE RUN ALONG THE TOP CHORD OF ROOF TRUSSES AS CLOSE TO DECK AS POSSIBLE INSTALL AN EMPTY 3/4" EMT CONDUIT, COMPLETE WITH PULL STRING FROM TOP OF PHONE BOARD TO THE RECEIVING OFFICE, AND TERMINATE INTO A 1900 BOX WITH A SINGLE GANG MUD RING. SEE DETAIL 2/E-1 FOR LOCATION. 4" PVC TELEPHONE SERVICE ENTRANCE COtLDUIL RUN OVERiiEAD TO SITE ScE ',4(f PCWJT CF CUiNECM1. COHOUIT SI= TO BE Or'TME iRED BY LOCAL TELEPHONE COMPANY. SEE DETAIL 1/E-4.1 FOR LOCATION. PHONE BLOCKS (RJ) JACKS BY TENANT 3/4" PLYWOOD PAINTED WHITE (2) I.G. QUADR, LZrC OUTLETS ON 20A DED. CgZCINT 2 PHONE BOARD ELEVATION E-3 SCALE: N.T.S. NOTE: XEROX SUPPLIES COPIER OUTLETS. INSTALLATION BY CONTRACTOR. SECURELY ATTACH CONDUIT AT JOIST SEE "CONDUIT DROPS AT GONDOLAS" DETAILS THIS SHEET. SHELF BEAM FLOUR. "K" OR "J". PROVIDE SHATTER SHIELD (OR EQUAL) TUBE GUARDS. CENTER FIXTURE IN RACKS SHELF TOP OF BASE DECK FLEX CONDUIT - TO RECEPTACLE FROM J -BOX 2" G.R.M.C. THREADED INTO A ELECTRICAL HUB, MIDWEST B -20-6E T.C. 200 M2, ON TOP OF COUNTER, AND SECURED AT BAR JOIST. PAINT WHITE (PHONE, COMMUNICATION & POWER TO BE KEPT SEPARATE FROM HIGH/LOW VOLTAGE WIRING) HUB CONNECTOR MIDWEST TYPE BAR JOIST 1/2" RIGID CONDUIT DROP FROM OVERHEAD (TYP. THROUGHOUT) PAINT WHITE. EXTEND CONDUIT DROP TO J -BOX. THEN INSTALL FLEX TO PLUGMOLD SHELF BEAM SHELF MOUNT PLUGMOLD AT 3" ABOVE BASE DECK OF GONDOLA. PLUGMOLD TO BE CONTINUOUS - NO BREAKS BETWEEN RACKS. FLEX CONDUIT FROM J -BOX TO PLUGMOLD TOP OF BASE DECK RACK PLUGMOLD DETAIL SCALE: N.T.S. NOTES: 1.E.C. SHALL REFER TO DWG. E-1 FOR PLUGMOLD LOCATIONS (TYPICAL.. FOR ALL RACK PLUGMOLD) 2. ALL CONDUIT FOR LIGHTING AND POWER DROPS TO BE RUN ALONG THE TOP CHORD OF ROOF TRUSSES AS CLOSE TO DECK AS POSSIBLE. QUANTITY FOR 2 CHECK-OUTS • (SEE E-1) �O PHONE CABLE FROM OUTLET TO PHONE BOARD 3 ISOMETRIC CHECK-OUT DETAIL E—g SCALE: N.T.S. EXTERIOR WALL, PROVIDE CONTINUOUS B" HIGH RACEWAY OVER EXPOSED JUNCTION REVERSE SIGNAGE FOR J --80X LAYOUT BOXES ON THE BUILDING INTERIOR WALL. 4 NOTE: ELECTRICAL CONTRACTOR TO PROVIDE J BOXES, CONDUIT, CIRCUITRY, RARING, & LABOR TO WIRE SIGNAGE PER CODE SCALE: RATIO HELLIGHT A B C D E F G H I J K 6 5'-0" V-8" 3'-3" 8'-4" 12'-6" 16'-10" 20'-6 24'-10" 33'-0' 38'-0" 43'-6" 48'-9 52'-9` V-6" V-6" 2'-11" 7'-6' 11'-3" 15'-2" 18'-6" 22'-3" 29'-9' 34'- 4'v4'-0' 18 DOCK 19 4'-0' V-4" 2'-8" 6'-8" 10'—O" 13'-6" 16'-5" 20'-0" 26'-5' 30'-5" 34'-10-13W— V I 42'-3' 3'-9" l'-3" 2'-6" 6'-3" 9'-4" 12'-8" 15'-4" 18'-8" 24'-9' 28'-6" 32'-8' 36'-9` 39'-6& SPECIAL INSTALLATION NOTES: IN WET CONDITIONS USE WEATHERPROOF J -BOXES & WEATHERPROOF CONDUIT IN DRY CONDITIONS USE STANDARD UTILITY BOXES & G.R.M.C. CONDUIT PAINT WHITE TO MATCH WALL FINISH E.C. TO PROVIDE RACEY INTERIOR SIDE OF EX WALL WHERE 'J' BOXES BE E) EXTERIOR SIGN SECTION VIEW - BUILDING WALL SCALE: N.T.S. PLAfl5 1211;` V CITY OF SANFOI 2151 W. HILLSBORO BLVD., SUITE 305 DEERFIELD BEACH, FL 33442 (954) 571-1845 FAX: 571-1846 STEWN Z EPSTEIN ARCHITECT ARCHITECTURE PLANNING AND DESIGN 700 N. E. 74th STREET BOCA RATON FLORIDA 33487 PHONE (561) 999-9290 FAX (581) 999-0119 NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON— FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. , 2200 Old Germantown Road Delray Beach, FL 33445 OFFICE DEPOT 561/278-4800 THE OFFICE PLACE 561/265-4178 (FAX) Dt5(;KRJ I IUN FACILITY ANALYSIS/SiQ FUUTAUL AREA BREAKDOWN x SQ. FT. 1 BUILDING 3707 S ORLANDO DRIVE CASH OFFICE 3 r2 CHECKOUT AREA 4 COPY CENTER 5 ELECTRICAL ROOM 6 RECEIVING ONCE 7 CORRIDORS 8 JANITOR'S CLOSET 9 LADIES RESTROOM - 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE - MEN'S RESTROOM 112 13 BULK SALES AREA 14 SALES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: COLING HEIGHT: SPECIAL NOTES: 2151 W. HILLSBORO BLVD., SUITE 305 DEERFIELD BEACH, FL 33442 (954) 571-1845 FAX: 571-1846 STEWN Z EPSTEIN ARCHITECT ARCHITECTURE PLANNING AND DESIGN 700 N. E. 74th STREET BOCA RATON FLORIDA 33487 PHONE (561) 999-9290 FAX (581) 999-0119 NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON— FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. , 2200 Old Germantown Road Delray Beach, FL 33445 OFFICE DEPOT 561/278-4800 THE OFFICE PLACE 561/265-4178 (FAX) Dt5(;KRJ I IUN ELECTRICAL 8c MECHANICAL EQUIPMENT SCHEDULES LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 02/08/99 980245 NONE MB LINEALS SQUARE FT CHECK BY 24,654 SM ■ 1 2151 W. HILLSBORO BLVD., SUITE 305 DEERFIELD BEACH, FL 33442 (954) 571-1845 FAX: 571-1846 STEWN Z EPSTEIN ARCHITECT ARCHITECTURE PLANNING AND DESIGN 700 N. E. 74th STREET BOCA RATON FLORIDA 33487 PHONE (561) 999-9290 FAX (581) 999-0119 NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON— FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. , 2200 Old Germantown Road Delray Beach, FL 33445 OFFICE DEPOT 561/278-4800 THE OFFICE PLACE 561/265-4178 (FAX) Dt5(;KRJ I IUN ELECTRICAL 8c MECHANICAL EQUIPMENT SCHEDULES LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 02/08/99 980245 NONE MB LINEALS SQUARE FT CHECK BY 24,654 SM �Y ELECTRICAL LOAD SUMMARY 300 20 3 DESCRIPTION LOAD (KVA) C1.1 TOTAL LOADS HVAC EQUIPMENT 179.00 KVA x 1.00 = 179.00 KVA LIGHTING 74.15 KVA x 1.25 = 92.7 KVA RECEPTACLES & PLUGMOLD 22.50 KVA SP A-26,28 - 1st 10.00 KVA 10.00 KVA x 1.00 = 10.00 KVA REMAINING LOAD 12.50 KVA x 0.50 = 6.25 KVA COMPUTER 5.00 KVA x 1.25 = 6.25 KVA MISC. ITEMS (EQUIPMENT) 55.77 KVA x 1.00 = 55.77 KVA TOTAL LOAD TOTAL AMPERAGE ;r. CUSTOMER LTG. CUSTOMER LTG. EMPLOYEE LTG. 343.72 KVA 954.7 A LIGHTING CONTACTOR DETAILS CONTACTOR NOTES: PCX CORPORATION 1. SHALL FURNISH & INSTALL ALL LIGHTING CONTACTORS EXCEPT FOR CONTACTORS LABELED "IF REQUIRED" AS NOTED IN SCHEDULE ABOVE. ALL CONTACTORS SHALL BE NORMALLY CLOSED, ELECTRICALLY HELD WITH 120V COIL. ALL 20 AMP CONTACTORS SHALL BE SQUARE D TYPE L OR APPROVED EQUAL, WITH FACTORY CONVERTED N.C. CONTACTS. VERIFY MAXIMUM NUMBER OF N.C. POLES AVAILABLE PER CONTACTOR BEFORE ORDERING. 2. REFER TO SHEET ME -1 FOR CONTROL OF CONTACTORS. 3. PCX CORPORATION SHALL FURNISH & INSTALL ALL CONTACTOR ENCLOSURES. CONTACTOR ENCLOSURES SHALL BE HOFFMANN OR EQUAL, NEMA 1 WITH HINGED COVER AND DEVICE MOUNTING PLATE. LIGHTING CONTACTORS SHALL BE SO ARRANGED AND MOUNTED AS TO ALLOW FOR PROPER VENTILATION AND WIRING LAYOUT. SIZE ENCLOSURES TO SUIT APPLICABLE CONTACTORS AND TO MEET N.E.C. REQUIREMENTS. 4. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL LIGHTING CONTACTORS LABELED "IF REQUIRED" - FOR PARKING LOT LIGHTING AND PYLON SIGNS. 5. CONTACTOR CABINET "N1" IS LOCATED ADJACENT TO PANEL "A" IN PCX ROOM. 6. CONTACTOR CABINET "N2" IS LOCATED ADJACENT TO PANEL "D1" IN FRONT STORAGE ROOM, NEUTRAL 1 EMPLOYEE LTG. 1500 1 20 L 20 2 NIGHT LTG. 1250 3 1500 1 4 1 1250 5 EMPLOYEE LTG. 1500 20 L 20 6 NIGHT LTG. 1250 7 1 1500 8 1250 9 EMPLOYEE LTG. 1,500 20 L 20 10 NIGHT LTG. 1250 11 1 1500 i 12 1 1250 13 EMPLOYEE LTG. 1500 Z0 20 14 CUSTOMER LTG. 1500 15 1 1500 F 16 1 1500 17 EMPLOYEE LTG. 1500 20 20 13 CUSTOMER LTG. 1500 19 1500 20 1 1500 21 EMPLOYEE LTG. 1500 20 20 22 CUSTOMER 1500 23 1500 24 1500 25 EMPLOYEE LTG. 1500 20 20 26 CUSTOMER 1000 27 1500 T 23 i 1000 29 EMPLOYEE LTG. 1500 20 ?Q 30 CUSTOMER 1500 31 1500 1 II 32 1 1500 33 EMPLOYEE LTG. 1000 20 20 34 CUSTOMER 1500 35 1000 T 36 1500 37 EMPLOYEE LTG. 1200 20 20 M CUSTOMER 1500 39 EMPLOYEE LTG. 1200 20 1 40 1 1500 41 EMERGENCY LTG. 100 L 20 ^ _ 20 42 EMPLOYEE LTG. 300 L = LOCKING BREAKER * = IF REQUIRED 250 AMP MLO 1 PHONE OUT. PCX 300 20 3 CONTACTOR CABINET "N 1 " 20 C1.1 1. G2.12. 20 _ A-30,32 A-14,16 A-21,23 A-1,3 A-34,36 A-18,20 A-25,27 A-5,7 A-38,40 A-22 74 A-29,31 A-9,11 SP A-26,28 A-33,35 A-13,15 SP SP A-37,39 A-17,19 B1-13 SP 82-2 81-11 SP SP B2-4 SP SP SP 82-6 D2-6 SP SP SP D2_8 SP SP SP * 25 ;r. CUSTOMER LTG. CUSTOMER LTG. EMPLOYEE LTG. EMPLOYEE LTG. C3.1 C4.1 C6.1 C7.1 82-33 B2-37 SP SP AI 82-35 82-39Ai SP SIVP SP SP SP SP SP SP SP SP CANOPY LTG. SECURITY LTG. ARREQUIROT YROPYLON SIGN 20 - (IF (IF REQUIRED) 39 42 1000 20 LIGHTING CONTACTOR DETAILS CONTACTOR NOTES: PCX CORPORATION 1. SHALL FURNISH & INSTALL ALL LIGHTING CONTACTORS EXCEPT FOR CONTACTORS LABELED "IF REQUIRED" AS NOTED IN SCHEDULE ABOVE. ALL CONTACTORS SHALL BE NORMALLY CLOSED, ELECTRICALLY HELD WITH 120V COIL. ALL 20 AMP CONTACTORS SHALL BE SQUARE D TYPE L OR APPROVED EQUAL, WITH FACTORY CONVERTED N.C. CONTACTS. VERIFY MAXIMUM NUMBER OF N.C. POLES AVAILABLE PER CONTACTOR BEFORE ORDERING. 2. REFER TO SHEET ME -1 FOR CONTROL OF CONTACTORS. 3. PCX CORPORATION SHALL FURNISH & INSTALL ALL CONTACTOR ENCLOSURES. CONTACTOR ENCLOSURES SHALL BE HOFFMANN OR EQUAL, NEMA 1 WITH HINGED COVER AND DEVICE MOUNTING PLATE. LIGHTING CONTACTORS SHALL BE SO ARRANGED AND MOUNTED AS TO ALLOW FOR PROPER VENTILATION AND WIRING LAYOUT. SIZE ENCLOSURES TO SUIT APPLICABLE CONTACTORS AND TO MEET N.E.C. REQUIREMENTS. 4. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL LIGHTING CONTACTORS LABELED "IF REQUIRED" - FOR PARKING LOT LIGHTING AND PYLON SIGNS. 5. CONTACTOR CABINET "N1" IS LOCATED ADJACENT TO PANEL "A" IN PCX ROOM. 6. CONTACTOR CABINET "N2" IS LOCATED ADJACENT TO PANEL "D1" IN FRONT STORAGE ROOM, NEUTRAL 1 EMPLOYEE LTG. 1500 1 20 L 20 2 NIGHT LTG. 1250 3 1500 1 4 1 1250 5 EMPLOYEE LTG. 1500 20 L 20 6 NIGHT LTG. 1250 7 1 1500 8 1250 9 EMPLOYEE LTG. 1,500 20 L 20 10 NIGHT LTG. 1250 11 1 1500 i 12 1 1250 13 EMPLOYEE LTG. 1500 Z0 20 14 CUSTOMER LTG. 1500 15 1 1500 F 16 1 1500 17 EMPLOYEE LTG. 1500 20 20 13 CUSTOMER LTG. 1500 19 1500 20 1 1500 21 EMPLOYEE LTG. 1500 20 20 22 CUSTOMER 1500 23 1500 24 1500 25 EMPLOYEE LTG. 1500 20 20 26 CUSTOMER 1000 27 1500 T 23 i 1000 29 EMPLOYEE LTG. 1500 20 ?Q 30 CUSTOMER 1500 31 1500 1 II 32 1 1500 33 EMPLOYEE LTG. 1000 20 20 34 CUSTOMER 1500 35 1000 T 36 1500 37 EMPLOYEE LTG. 1200 20 20 M CUSTOMER 1500 39 EMPLOYEE LTG. 1200 20 1 40 1 1500 41 EMERGENCY LTG. 100 L 20 ^ _ 20 42 EMPLOYEE LTG. 300 L = LOCKING BREAKER * = IF REQUIRED 250 AMP MLO 1 PHONE OUT. PCX 300 20 3 PHONE OUT. PCX 300 20 5 GENERAL OUT. PCX 300 20 _ 7 DOCK LEVELER 1200 20 _ 9 REC. DESK OUT. 500 20 _ 11 SPARE D2-2 20 13 DOCK LIGHTS 300 20 _ 15 FACP POWER 500 L20 - * 17 PARKING LTG. - 20 *19 SP SP - 20 _ * 21 1. MACHINE - 20 * 23 _ 19 - 20 * 25 PYLON SIGN - 20 * 27 COPY SHOWCASE LTG. - 20 _ * 29 23 CASH - 20 - 31 SPARE - 20 - 33 REGISTER 360 1000 20 _ 35 27 CASH REGISTER 20 37 20 - 29 20 _ 39 42 1000 20 20 _ 41 SPARE 20 _ * = IF REQUIRED PROVIDE CIRCUIT Bi AXER. L= PROVIDE LOCKING BREAKER 200 AMP MLO 1 3 COPY COPY MACHINE MACHINE CONTACTOR CABINET "N2" I TOTAL C5.1 COPY COPY C5.1 5750) (5365) D2-1 D2-21 17.400 D2-3 D2-23 MACHINE D2-5 D2-25 15 D2-7 D2-27 COPY D2-2 D2-29 1200 D2-4 D2-31 -71 SP SP 5830 SP SP _ SP SP MACHINE SP SP BUILDING SIGNS BUILDING SIGNS 1. MACHINE (265) 1200 D1-14 _ 19 SP W.S. I.G. OUT. SP 20 Al SP COPY SHOWCASE LTG. 900 20 _ 23 200 AMP MLO 1 3 COPY COPY MACHINE MACHINE 7705 1500 (SCAPIER)1500 20 15 I TOTAL 5 7 COPY COPY MACHINE MACHINE 5750) (5365) 820 2200 20 30 17.400 9 COPY MACHINE 5830 1200 15 _ 11 COPY MACHINE 5830) 1200 15 _ 13 COPY MACHINE 5830 1200 15 _ 15 COPY MACHINE 5830) 1200 15--. _ 20 17 COPY MACHINE (265) 1200 15 _ 19 COPY W.S. I.G. OUT. 720 20 _ 21 COPY CENTER PLUGLOLD 900 20 _ 23 CASH REGISTER OUT. 1080 20 - 25 CASH REGISTER 360 1000 20 _ 27 CASH REGISTER SPACE 1000 20 - 29 CASH REGISTER 42 1000 20 _ 31 SPARE - 20 33 SPARE - 20 35 I.G. OUT. 360 20 37 SPARE 20 _ 39 SPARE 20 _ 41 SPARE A 20 _ 200 AMP MAIN BREAKER A� 3 C AI 3 C NT I A "" PA 3 PHASE 4 W E 120/20 V SURFACE MOUP{TED 65K AIC MINIMUM SIEMENS TYPE 62 OR APPRO D EQUAL TOTAL AMPS55.8 X 1000 155 (CONNECTED) = 208 X 1.732 NEUTRAL 20 12 E:M.S. POWER (PCX) 500 _. (PANEL LOAD SCHEDULE (KVA) PHASE PHASE PHASE I TOTAL A B C 200 19.200 19.200 17.400 55.8 TOTAL AMPS55.8 X 1000 155 (CONNECTED) = 208 X 1.732 NEUTRAL 20 12 E:M.S. POWER (PCX) 500 _. 20 1 4 E.M.S. OUT. (PCX) 500 TOTAL 20 6 EXHAUST FAN PCX 200 - 20 8 WATER HEATER 1500 360 60 10 12 F.L. BATTERY CHARGER 3890 3890 _ 20 20 14 16 SUMP PUMP 1,380 1380 - 20 18 SPARE - CUST. SER. I.G. OUT. 20 20 REC. DOOR BUZZER 200 _ 20 22 SALES AREA OUTLET 360 _ 20 2024 P.A.D. REGISTER 500 540 24 20 26 SPARE - _ 20 28 130 PLUG MOLD 1260 _ 20 _ 20 30 1 1260 - 20 32 SALES AREA OUTLET 360 - 20 34 37 SECURITY LIGHTING 360 -- 20 36 I.G. SALES AREA OUTLET 360 38 SPACE 38 SPACE 40 SPACE LTG. 40 42 SPACE 33 SPACE 42 35 PAN E(GR B 1 " 3 PHASEIRE 120 208V MLO SURFACETED 65K AlC MINIMUM SIEMENS S1 OR PROVED EQUAL ISOLATED TOTAL AMPS 21.35 X 1000 = 59.3 (CONNECTED) = 208 X 1.732- NEUTRAL _ 20 PANEL LOAD SCHEDULE (KI/A) PHASE PHASE PHASE TOTAL A a C 6 5.74 1 9.05 1 6.55 21.35 TOTAL AMPS 21.35 X 1000 = 59.3 (CONNECTED) = 208 X 1.732- NEUTRAL _ 20 2 GENERAL OUT. 360 20 4 CEILING FANS 330 _ 20 6 COPY CENTER OUT. 360 _ 20 8 COPY CENTER OUT. 360 _ 20 10 COPY CENTS REG 1000 _ 20 12 PATCH PAJ'IEL I.G. OUT. 360 _ 20 14 SHOWCASE LIGHTING 450 _ 20 16 CUST. SER. I.G. OUT. 720 _ 20 18 CUST. SER. OUT. 360 _ 20 20 P.A.D. I.G. OUT. 720 _ 20 22 P.A.D. REGISTER 500 _ 20 24 CUST. SER. REGISTER 500 _ 20 26 SPARE - _ 20 28 29 R.T.U. OUT. - _ 20 30 SPARE - - _ 20 32 800 20 - - 20 34 37 SECURITY LIGHTING - 20 36 SPACE 1000 20 38 SPACE 20 _ _ 40 SPACE LTG. 1200 42 SPACE 33 PANEL "D1 " 3 PHASE 4 WIRE 120/208V MCB SURFACE MOUffED 1OK AIC MINIMUM SIEMENS TYPE S1 OR APPROVED EQUAL ISOLATED GROUND BUS TOTAL AMPS 55.542 X 1000 154.0 (CONNECTED) = 208 X 2 = 1 PANEL LOAD SCHEDULE (KVA) PHASE PHASE PHASE TOTAL A B C MANAGER OFF. OUT. 19.87 18.68 16.87 55.542 TOTAL AMPS 55.542 X 1000 154.0 (CONNECTED) = 208 X 2 = 1 SPRINKLER POWER 500 20 - 3 TIME CLOCK OUT. 400 20 5 MANAGER OFF. OUT. 720 20 7 BURGLAR ALARM 720 20 T 9 E.W.C. 900 20 _ 11 CASH OFF. OUT. 540 20 - 13 VENDING MACHINE 1000 20 - 15 REFRIGERATOR 1200 20 17 SMALL APPLIANCE 750 20 T 19 SMALL APPLIANCE 1500 20 21 REC. OFF. I.G. OUT. 1080 20 23 REC. OFF. I.G. OUT. 720 20 25 REC. OFF. OUT. 900 20 27 DUCT DETECTORS 500 20 - 29 R.T.U. OUT. 1440 20_-. 31 SPARE - 20 _ 33 CANOPY LIGHTING 800 20 - 35 CANOPY LIGHTING 600 20-- 37 SECURITY LIGHTING 1000 20 39 SECURITY LIGHTING 1000 20 41 SPACE 20 _ 200 AMP MLO A 1 EXTERIOR SIGN LTG. 1200 20 3 EXTERIOR SIGN LTG. 1200 20 _ RACK LIGHTING 5 EXTERIOR SIGN LTG. 1200 20 - _ 20 7 EXTERIOR SIGN LTG. 1200 20 TOILET OUT. 9 DOOR OPENER 14 1390 20 540 11 DOOR OPENER SPARE 1390 20 _ 18 13 SALES AREA OUT. 720 20 20 _ RTU # 7 15 SALES AREA OUT. 360 17 SALES AREA OUT. 360 g0 24 19 SALES AREA OUT. 360 20 - 20 21 EXTERIOR SIGN LTG. 1200 20 32 23 EXTERIOR SIGN LTG. 1200 20 32 25 EXTERIOR SIGN LTG. 1200 20 27 EXTERIOR SIGN LTG. 1200 20---- 29 EXTERIOR SIGN LTG. 1200 20 _ 31 EXTERIOR SIGN LTG. 1200 20 _ 20 33 SPACE 35 37 39 41 A B C If NEUTRAL 20 2 RACK LIGHTING 500 _ 20 4 RACK LIGHTING 350 20 6 RACK LIGHTING 350 - 20 8 PLUGMOLD 540 _ 20 10 PLUGMOLD 720 20 12 TOILET OUT. 360 _ 20 14 14 HALL OUT. 540 20 16 SPARE - 20 18 R.R. EXHAUST FAN 900 25 20 22 RTU # 7 1850 1850 45 24 RTU -8 3900 _ 20 24 26 28 1260 - 20 3900 3900 - 20 30 SPARE - - 32 SPACE 34 36 38 40 42 PANEL "B2" 3 PHASE 4 WIREnAPPROVED SURFACE MOUNTED [MUM SIEMENS TYPE S1 EQUAL ISOLATED GROUND TOTAL AMPS_ 35.30 X 1000 = 98 (CONNECTED) - 08 X 1.752 NEUTRAL - 20 PANEL LOAD SCH (KVA) PHASE PHASE PHASE TOTAL A B C 6 12.95 11.70 10.68 35.30 TOTAL AMPS_ 35.30 X 1000 = 98 (CONNECTED) - 08 X 1.752 NEUTRAL - 20 2 EXTERIOR SIGN LTG. 1200 _ 20 4 EXTERIOR SIGN LTG, 1200 20 6 RACK LIGHTING 500 20 8 RACK LIGHTING 500 - 20 10 PLUGMOLD 1260 20 12 PLUGMOLD 1260 20 14 PLUGMOLD 1260 ...- 20 16 PLUGMOLD 1260 - 20 18 PLUGMOLD 1260 20 20 PLUGMOLD 1260 - 20 22 PLUGMOLD 1260 _ 20 24 PLUGMOLD 1260 - 20 26 PLUGMOLD 1260 - 20 28 SPARE 20 30 20 32 20 34 20 36 20 38 20 40 20 42 PAN EI_ "D2" 3 PHASE 4 WIRE 120/208V SURFACE MOUNTED 10K AIC MINIMUM SIEMENS TYPE S1 OR APPROVED EQUAL ISOLATED GROUND BUS PLANS REVIE CITY OF SAN Pl/'11..TA ►►1 a1 •Ifi1A IAA Pr%^-rA f'17 rhulL.I I r !'11V/�L.I JIJ/ JVI rvv Ii��7G. AREA BREAKDOWN X SQ. Fr. 1 BUILDING DATE 02/08/99 2 CASH OFFICE SCALE NONE 3 CHECKOUT AREA LINEALS 4 COPY CENTER 5- ELECTRICAL ROOM 6 RECEIVING OFFICE 7 CORRIDORS 8 JANITORS CL OSFT 9 LADIES RESTROOM 10 EMPLOYEES LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SAES AREA 15 STORAGE 16 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL NOTES: Mm /I C, r%kic% 11%I -Y 1­71V14J DATE 13Y SYMBOL DESCRIPTION GLO BAL ENGINE ERING CONSULTANTS, INC. 2151 W. HILLSBORO BLVD., SUITE 305 DEERFIELD BEACH, FL 33442 (954) 571--1845 FAX. 571-1846 STEVEN ZE ARCHMECT ARCHITECTURE PLANNING AND DESIGN 700 N. E. 74th STREET BOCA RATON FLORIDA 33487 PHONE (381) 999--9290 FAX (561) 999-0119 NOTICE ALL. ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road D®Ira Beach, FL 3344-5 OFFICE DEPOT 5617278-4800 THE OFFICE PLACE 561/265-4178 (FAX) r% P e• f"%r-% -17 ^ 11 1 1JL-q%..I\11 1 1%/1 -4 ELECTRICAL PANEL 8c CONTACTOR SCHEDULES LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE 02/08/99 STORE NO. 980245 SCALE NONE DRAWN BY MB LINEALS SQUARE FT CHECK BY 24,654 SM DWG. NO. 0 J PLOT SCALE: 3/32"=V-0" -0 ;�, PULSE METER BY E.C. NEMA 4 ENCLOSURE W/ TERMINAL STRIP. E.C. TO RUN CONTROL WIRING FROM PULSE METER TO NOVAR ENERGY MANAGEMENT SYSTEM LOCATED IN ELECTRICAL ROOM. SEE ME -1 FOR DETAILS EXISTING EXTERIOR MOUNTED MAIN DISCONNECT SWITCH RATED AT 120/208 VOLTS, 1200 AMP, 3 PHASE, 4 WIRE, 65,000 AIC ELECTRICAL. SPECIFICATIONS 1. Do not scale these drawings. 2. Electrical contractor (E.C.) shall obtain and pay for all permits, certificates, etc., as required. 3. E.C. shall deliver certificate of final inspection to OFFICE DEPOT before applying for final payment. 4. Consult with other contractors furnishing equipment to verify loads and secure location of outlets, junction boxes, etc.. 5. Furnish and install disconnect switches, starters, and associated wiring as required for exhaust fans and air conditioning equipment. 6. Main power wiring and final connections to all new HVAC equipment (excluding thermostat and thermostat wiring) and smoke detector by E.C.. 7. Minimum wire size shall be #12 awg except control wiring as noted. All wire shall be copper type THWN/THHN. a. All 120 volt circuits over 75 feet in length shall be #10 awg. b. All wiring for lighting shall be #10 awg. 8. Do not make changes or substitutions without approval of OFFICE DEPOT. 9. All work shall be guaranteed for a period of (1) one year from date of final acceptance 10. All electrical systems shall be completely and effectively grounded as required in Article 250 of the National Electrical Code 11. When called for, service entrance shall be installed per the National Electrical Code and the local utility. 12. Unless otherwise noted, all wiring devices shall be installed as follows: a Wall switches at 48" A.F.F. b Duplex receptacles at 18" A.F.F. c Telephone outlets at 18" A.F.F. 13. Verify mechanical equipment locations prior to the routing of conduit and feeder. 14. Verify ceiling construction with general contractor before installing light fixtures. 15. Low voltage cable to run loose in joist space secured neatly to structure. E.C. shall provide 3/4" conduit stubs and junction boxes from point of use to joist. 17. E.C. shall include electrical demolition. (if applicable) 18. E.C. shall provide temporary lighting and power during the demolition and construction phases. 19. See architectural demolition plan(s) for additional notes. (if applicable) 20. All electrical work shall be in accordance with the latest edition of the National Electrical Code and all codes having local jurisdiction. 21. Verify mechanical equipment overcurrent protection requirements with the equipment manufacturer prior to connection. 22. E.C. shall verify all light fixture location dimensions with OFFICE DEPOT'S fixture plans. 23. See panel schedules for circuit breaker, wire, and conduit requirements. 24. Minimum size conduit shall be 3/4" . Larger sizes as required by N.E.C. 25. All exit, emergency, and night lights shall be on a non -switched breaker or connected ahead of the switch as per plans. 26. All switchgear and panels to have copper bus.(AII bus bars, including phase, neutral, and ground to be copper.) equipment by square D' ITE, General Electric, or Westinghouse. 27. All lighting fixtures shall be provided by the E.C. per the lighting fixture schedule. 28. E.C. shall connect all signs and automatic doors as required. 29. E.C. shall hard wire sump pump as required, if applicable. 30. No BX cable allowed. 31. Route neutral conductor, same size as phase conductors, with all feeders and branch circuits except transformer feeders, RTU feeders, forklift charger, and compactor. 32. Provide equipment grounding conductor in all raceways. Size per N.E.C. Table 250-95. 33. Provide conduits for new telephone service per telephone company requirements. Electrical contractor to obtain requirements from local telephone company for new telephone service and shall provide conduits, grounding and all other supplies and labor to allow new telephone service to the facility. 34. Demo all exiting panels, contactors, time clocks, devices, conduits, wiring, cabinets , switches no longer utilized. POWER CENTER NOTES: RESPONSIBILITY 1) NOT USED. E6 EXISTING SERVICE ENTRANCE FEEDERS TO THE FP & L POLE MOUNTED TRANSFORMER TO REMAIN. EXISTING EXTERIOR MOUNTED PULL BOX TO REMAIN RISER NOTES: 101 NEW FP & L METER FIELD VERIFY EXACT LOCATION X T 4 # 250 MCM, 1# 4 AWG GROUND IN 3" CONDUIT. 0 4 # 3/0 AWG, 1 # 6 AWG GROUND IN 2" CONDUIT. O 3 # 3 AWG, 1# 6 AWG GROUND IN 1 1/2" CONDUIT. a 4# 3 AWG, 1# 3 AWG GROUND IN 1 1/4" CONDUIT. 4 #3 AWG, 1 #6 GROUND IN 1 1/4" CONDUIT. ® 3 # 6 AWG, 1 # 8 AWG GROUND IN 1 " CONDUIT. 3 # 4 AWG, 1 # 8 AWG GROUND IN 1 1/4" CONDUIT. Q MAIN BUILDING GROUNDING, 1 #250 MCM IN 1 1/2" CONDUIT TO BUILDING STEEL, METAL WATER PIPE, 10' GROUND ROD, INTERIER MEATL WATER PIPE. FOUR (4) RUNS OF 4 #350 MCM IN 3" CONDUITS. FOUR (4) RUNS OF 4 #350 MCM, 1 #3/0 AWG, GROUND IN 3" CONDUITS. i 1 2 3 4 RISER NOTES: 1. ELECTRICAL CONTRACTOR SHALL CONTACT & COORDINATE ALL ELECTRICAL SERVICE REQUIREMENTS WITH LOCAL POWER CO. POWER COMPANY: FLORIDA POWER & LIGHT CO.(FP&L) CONTACT PERSON#: RUSTY RIEGERT TELEPHONE #: (407)328-1923 2. ELECTRICAL CONTRACTOR SHALL CONTACT & COORDINATE ALL TELEPHONE SERVICE REQUIREMENTS WITH LOCAL TELEPHONE CO. TELEPHONE COMPANY: BELLSOUTH TELEPHONE COMPANY CONTACT PERSON #: JIM FORGIONE TE EL PHONE#: (407)418-1394 3. ELECTRICAL FEEDS TO ALL PANELS, TRANSFORMERS, BRANCH CIRCUITS & ETC. SHALL BE RUN OVERHEAD. ONLY. 4. ALL WIRING AND CONDUIT IN ELECTRIC ROOM SHALL BE FURNISHED & INSTALLED BY BY E.C. ALL WIRING AND CONDUIT OUTSIDE OF ELECTRIC ROOM SHALL BE FURNISHED & INSTALLED BY E.C. 6. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL SERVICE METERING, C.T. CABINET. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED SUPPLIES AND LABOR FOR COMPLETE INSTALLATION AS SHOWN HERE AND REQUIRED BY POWER COMPANY. 5. GROUNDING OF ELECTRICAL EQUIPMENT BY ELECTRICAL CONTRACTOR AS PER NATIONAL AND LOCAL ELECTRICAL CODES. 7. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ANY ESCAVATION REQUIRED AS PER NATIONAL AND LOCAL ELECTRICAL CODES AND POWER COMPANY REQUIREMENTS. 8. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PATCHING ANY DISTURBED PAVEMENT, CONCRETE, ASPHALT, ETC... DURING INSTALLATION OF ELECTRICAL SERVICE. 9. ELECTRICAL CONTRACTOR TO PROVIDE ALL SUPPLIES AND LABOR PER TELEPHONE COMPANY REQUIREMENTS FOR NEW TELEPHONE SERVICE. 2) THE GENERAL/ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR THE FOLLOWING AS OUTLINED IN THE "OFFICE DEPOT POWER CENTER REFERENCE MANUAL." SECTION 1 INTRODUCTION SECTION 2 PRE -DELIVERY SECTION 3 RECEIVING OF PCX FURNISHED EQUIPMENT AND INITIAL INSPECTION SECTION 4 RIGGING SECTION 5 SETTING SECTION 6 SERVICE ENTRANCE SECTION 7 GROUNDING SECTION 8 BRANCH CIRCUIT ENTRANCE SECTION 9 DETAILS, INFORMATION, RIGGING, SETTING AND INSTALLATION (ILLUSTRATED) SECTION 10 OTHER INTEGRATED EQUIPMENT SECTION 11 REMOTE EQUIPMENT SECTION 12 POST INSTALLATION SECTION 13 CONTACTOR COORDINATION FORMS 3) THE GENERAL/ELECTRICAL CONTRACTOR WILL REQUEST DELIVERY OF POWER EQUIPMENT BY COMPLETING AND FAXING TO PCX THE PCX SCHEDULE OF DELIVERY FORM". THIS FORM CAN BE FOUND IN THE SPECIFICATION BOOK. 4) THE GENERAL CONTRACTOR WILL REPORT ANY MISSING, DAMAGED, OR DEFECTIVE PARTS OF THE POWER EQUIPMENT BY COMPLETING AND FAXING TO PCX THE "PCX MISSING. DAMAGED, AND/OR DEFEaIVE PARTS FORM". THIS FORM CAN BE FOUND IN THE SPECIFICATION BOOK. EQUIPMENT 1) CONTACTOR CABINET "N1" AND ASSOCIATED CONTACTORS SHALL BE FURNISHED "PCX CORP." AND INSTALLED BY ELECTRICAL CONTRCATOR. ALL CONTROL WIRING TO THE COILS AND POWER WIRING TO THE PRIMARY SIDE OF THE CONTACTS SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR. SECONDARY WIRING FROM THE CONTACTS TO THE LOAD, BY ELECTRICAL CONTRACTOR. (SEE "LTG. CONTACTOR" DETAIL, SHEET E-40). 2) CONTACTOR CABINET "N2" AND ASSOCIATED CONTACTORS SHALL BE FURNISHED BY "PCX CORP" & INSTALLED BY THE ELECTRICAL CONTRACTOR. CONTROL WIRING TO COILS, AND POWER WIRING TO & FROM CONTACTS BY E.C. (SEE "LTG. CONTACTOR" DETAIL, SHEET E-4.0). 3) NOT USED 4) ADDITIONAL EQUIPMENT FURNISHED BY "P.C.X. CORP." & INSTALLED BY ELECTRICAL CONTRCATOR. A. TELEPHONE BACKBOARD B. ALL CONV. OUTLETS WITHIN ELECTRICAL ROOM C. ISOLATED GROUND OUTLET D. PHASE LOSS MONITOR E. SURGE PROTECTOR F. E.M.S. BACKBOARD G. E.M.S. EXECUTIVE CONTROLLER H. E.M.S. CP -1 1. E.M.S. TELEPHONE JACK COORDINATION 1) PROVIDE THE NECESSARY COORDINATION BETWEEN THE LOCAL POWER COMPANY AND ELECTRICAL CONTRACTOR TO ASSURE THE UNIT CAN BE ENERGIZED JUST AFTER INSTALLATION OF THE POWER COMPANY TRANSFORMER IN CERTAIN INSTANCES. 2) PROVIDE FOR UNLOADING AND PLACING OF THE POWER CENTER INTO ITS FINAL LOCATION. THIS WILL REQUIRE THE USE OF A FORK LIFT CAPABLE OF LIFTING A MAXIMUM OF 10,000 LBS. SITE PREPARATION 1) PROVIDE ALL REQUIRED STUB -UPS, THESE ARE INCLUDED BUT ARE NOT LIMITED TO ITEMS SUCH AS , BUILDING AC SYSTEM GROUND, POWER CENTER GROUNDING, INCOMING TELEPHONE SERVICE, TRANSFORMER AC GROUNDING, AND MISCELLANEOUS DISTRIBUTION AND BRANCH FEEDERS. RECEIVING OF POWER CENTER AND INITIAL INSPECTION 1) IT IS THE GENERAL/ELECTRICAL CONTRACTORS RESPONSIBILITY TO PERFORM AN INITIAL INSPECTION OF THE UNIT UPON ITS ARRIVAL AT SITE. IF THERE IS ANY APPARENT DAMAGE TO THE UNITS UPON ARRIVAL, NOTE ANY SUCH DAMAGE ON THE BILL OF LADING AND CALL P.C.X., (919)550-2800, TO REPORT THE DAMAGE BEFORE UNLOADING. 2) ALL EQUIPMENT RECEIVED FROM P.C.X. SHOULD BE INSPECTED WITHIN TWO (2) WEEKS. NEW FP & L C.T. CABINET, FIELD VERIFY LOCATION PANEL PANEL PANE -1 ' ,IA" "8131 "B2. ED OQ� In z lVi! m ¢ m Q _QJ 20 A o W O Z- oz- �0U �3P lei 0¢'m� f*I O WO PI- WOO' J _ zw � z.�,� zv PANEL PANEL Z pujv a " " " V J� o W z� o L z o Ld D-1 D-2 Q xs¢z LD`- pmCa Iom� omaa_Z0 XO0 Li�O 0� - z p W U z o W v Z o v EQUIPMNET FURNISHED BY J O O fg PCX CORPORATION AND �-x1¢z n - x< _x 0 0 V) O 0600 z O O �� zo INSTALLED BY ELECTRICAL W Q- z U We z U 1Gi o-? O CONTRACTOR. RTU / #1 EXISTING MAIN DISTRIBUTION PANEL (MDP) RATED NEW NEW NEW NEW NEW NEW RTU AT 120/208 VOLTS, 1200 AMP, 3 PHASE, 4 WIRE, 5 a 6 RECEIVING OFFICE 7 65,000 AIC. 8 JANITOR'S CLOSET - - 9 Z 10 EMPLOYEE'S LOUNGE �._._._.------ ------ -._._-._.-.---.-.- - - - - --ITI* _._._._._._._._.------ 12 MEN'S RESTROOM _._._._._._._._._._._._._._._"-._.� N 14 SALES AREA i 1 2 3 4 5 6 iii 7 18 8 9 10 11 12 13 400A _ 200A 200A - 200A 3P 3P 3P 3? 100A l OOA III 200A 3P 3P 3P _ 200A _ 3P 200A _ -200A 3P 3P r _ 200A 3P _ l OOA _ 3P r 100Ar _ 3P / 250A N 200A N 200A N 200AU N 60A N 80A ON III 80A O N 80A ® N 80A N 80A N 80A N 20A ON 60A ON L- -. -- - - -. -.-.-. -.-.-. _.-.-._._. App .-.-.-. -11_I._. _.-.-._ _.-.-._ �r,Z m .-.-._ .-.-._ OWD . - - - "- - - m I W -O T (2) 0 T 1 cit 0 ® 0 0 ON, C: 0 0 0® 0 (2) PANEL PANEL PANE -1 ' ,IA" "8131 "B2. ED OQ� In z lVi! m ¢ m Q _QJ 20 A o W O Z- oz- �0U �3P lei 0¢'m� f*I O WO PI- WOO' J _ zw � z.�,� zv PANEL PANEL Z pujv a " " " V J� o W z� o L z o Ld D-1 D-2 Q xs¢z LD`- pmCa Iom� omaa_Z0 XO0 Li�O 0� - z p W U z o W v Z o v EQUIPMNET FURNISHED BY J O O fg PCX CORPORATION AND �-x1¢z n - x< _x 0 0 V) O 0600 z O O �� zo INSTALLED BY ELECTRICAL W Q- z U We z U 1Gi o-? O CONTRACTOR. RTU / #1 RTU #? RTU RTU / RTU / #3 #4 5 RTU #& NEW NEW NEW NEW NEW NEW RTU RTU RTU RTU RTU RTU ELECTRICAL RISER DIAGRAM, LEG EN D N INDICATES NF11 FUSES. (REPLACE EXISTING FUSES) NEW FUSES TO HAVE SAME AIC REATING AS EXISTING FUSES. ALL DISCONNECT SWITCHES ARE EXISTING, PROVIDE. FUSE REDUCERS TO INSTALL NEW SMALLER FUSES. COORDINATE WITH PCX CORPORATION ® 1-800-448-7292 E.M_& COUBLE DUPLEX I.G # AWG GROUND, THH COPPER ¢ ¢ W/ �o GOVER (B1-4) T MAIN BUILDING GRO ING POINT o w 0 y J � EXHAUST FAN (FASCO #730L) & LO 3 1 2" 3 THERMOSTAT (DAYTO #2--.816) Bt -6 RA EwAYx wrr REMOWLE CO L___ - EXISTING MDP 119 PANEL A PANEL 81 PA.`_ 82 TVSS TO BE INSTALLED WITIN 6' OF MDP (JOSLYN J1456-45, 120/206 VOLTS, 3 PHASE) 24" X 3W CONTACT R CABINET FiOFFMAN A36N248L? W/ #A36H24MP B PANEL) ENLARGED ELECTRICAL ROOM SCALE: 3/8" = 1'-0" 7 LS. BACKBOARD 2'-10' A 4' x 3/4" 6' X 3' RACEWAY Xl REUCP/ABL.E COVER PHASE LOSS MONITOR IN 12'AI2'x6JUNCTION BOX. (Sx JWWA911AL, 120/208 VOLTS, 3 PHASE) NEW PHASE LOSS MONITOR >- _J ED 0U a(Y L -7IJ SOW 0CDCr- zOW� � 0 _J oQZU FIRE ALARM SYMBOLS ❑F PULL STATION, MOUNT 0 44" AFF WF WATER FLOW SWITCH RI REMOTE INDICATOR DD DUCT SMOKE DETECTOR O FH HORN HORN/STROBE, MOUNT ® 80" AFF SD CEILING SMOKE DETECTOR TRASH COMPACTOR * - BY HONEYWELL ** - FURNISHED & INSTALLED BY THE MECHANICAL CONTRACTOR E.C. TO PROVIDE 120V TO DETECTOR *** - FURNISHED BY MECHANICAL CONTRACTOR, INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. FIRE ALARM SYSTEM NOTES 1. THE CONTACT FOR HONEYWELL FOR THE FIRE & BURGLAR ALARM SYSTEM AND LAYOUT IS BOB WEST, TELEPHONE 1-916-989-5456 FAX 1-916-989-5570 2. F.A.C.P. AND RELATED ITEMS BY HONEYWELL. E.C. TO PROVIDE 120V CIRCUIT TO CASH OFFICE FOR FIRE ALARM CONTROL PANEL. 3. SEE DRAWING E-1.1 FOR LOCATIONS OF THE DUCT SMOKE DETECTORS AND REMOTE INDICATORS. RTU #8 RTU #7 POWER KL�v� SCALE: N.T.S. 716041 R �i iM CITY Of SAW v LOCATION AREA BREAKDOWN X SQ. FT. 1 0 2 CASH OFFICE 3 t 4 COPY CENTER 5 a 6 RECEIVING OFFICE 7 r1 8 JANITOR'S CLOSET - - 9 Z 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 N 14 SALES AREA � I 18 SPRINKLER ROOM 17 BREAK BULK 18 0 OC 2 O 0 20 Cm7 Z M o c 22 mm m 23 m -,,r-a n I+ 0p urr-M.DCXW O App F o 2 �r,Z m na70 Om� n� OWD -r- mrm AVM m I W -O m 1 cit 0 =O ON, C: 1n4 M wo E.M_& COUBLE DUPLEX I.G # AWG GROUND, THH COPPER ¢ ¢ W/ �o GOVER (B1-4) T MAIN BUILDING GRO ING POINT o w 0 y J � EXHAUST FAN (FASCO #730L) & LO 3 1 2" 3 THERMOSTAT (DAYTO #2--.816) Bt -6 RA EwAYx wrr REMOWLE CO L___ - EXISTING MDP 119 PANEL A PANEL 81 PA.`_ 82 TVSS TO BE INSTALLED WITIN 6' OF MDP (JOSLYN J1456-45, 120/206 VOLTS, 3 PHASE) 24" X 3W CONTACT R CABINET FiOFFMAN A36N248L? W/ #A36H24MP B PANEL) ENLARGED ELECTRICAL ROOM SCALE: 3/8" = 1'-0" 7 LS. BACKBOARD 2'-10' A 4' x 3/4" 6' X 3' RACEWAY Xl REUCP/ABL.E COVER PHASE LOSS MONITOR IN 12'AI2'x6JUNCTION BOX. (Sx JWWA911AL, 120/208 VOLTS, 3 PHASE) NEW PHASE LOSS MONITOR >- _J ED 0U a(Y L -7IJ SOW 0CDCr- zOW� � 0 _J oQZU FIRE ALARM SYMBOLS ❑F PULL STATION, MOUNT 0 44" AFF WF WATER FLOW SWITCH RI REMOTE INDICATOR DD DUCT SMOKE DETECTOR O FH HORN HORN/STROBE, MOUNT ® 80" AFF SD CEILING SMOKE DETECTOR TRASH COMPACTOR * - BY HONEYWELL ** - FURNISHED & INSTALLED BY THE MECHANICAL CONTRACTOR E.C. TO PROVIDE 120V TO DETECTOR *** - FURNISHED BY MECHANICAL CONTRACTOR, INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. FIRE ALARM SYSTEM NOTES 1. THE CONTACT FOR HONEYWELL FOR THE FIRE & BURGLAR ALARM SYSTEM AND LAYOUT IS BOB WEST, TELEPHONE 1-916-989-5456 FAX 1-916-989-5570 2. F.A.C.P. AND RELATED ITEMS BY HONEYWELL. E.C. TO PROVIDE 120V CIRCUIT TO CASH OFFICE FOR FIRE ALARM CONTROL PANEL. 3. SEE DRAWING E-1.1 FOR LOCATIONS OF THE DUCT SMOKE DETECTORS AND REMOTE INDICATORS. RTU #8 RTU #7 POWER KL�v� SCALE: N.T.S. 716041 R �i iM CITY Of SAW M r_1% 11 r�1 /1. I r% I �Wv 1all ENGINE ERING CONSULTANTS, INC. 2151 W. iORO BLVD., SUITE 305 DEERFIELD BEACH, (954) 571-1845 FAX: 571-1846 ARCHfTECTURE PLANNING 1 DESIGN 00 N. FE 74th STREET BOCA RATONFLORIDA 33017 PHONE F.4Y_ 999-0119 NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road Delra Beach, FL 33445 OFFICE DEPOT 061 278-480o THE OFFICE PLACE 561/265-4178 (FAX) f1 F- "I r%f"11 FYTI ^ A 1 1h.�.Ivr IIIJI`I rhVlL.lI I t11V/''L.IJIa-3W FUVIF1vc LOCATION AREA BREAKDOWN X SQ. FT. 1 BUILDING 2 CASH OFFICE 3 CHECKOUT AREA 4 COPY CENTER 5 ELECTRICAL ROOM 6 RECEIVING OFFICE 7 CORRIDORS 8 JANITOR'S CLOSET - - 9 LADIES RESTROOM 10 EMPLOYEE'S LOUNGE 11 MANAGERS OFFICE 12 MEN'S RESTROOM 13 BULK SALES AREA 14 SALES AREA 15 STORAGE - 18 SPRINKLER ROOM 17 BREAK BULK 18 DOCK 19 TRUCKWELL 20 SLAB THICK./P.S.I. 21 22 23 FLOOR FINISH: CEILING HEIGHT: SPECIAL. NOTES: M r_1% 11 r�1 /1. I r% I �Wv 1all ENGINE ERING CONSULTANTS, INC. 2151 W. iORO BLVD., SUITE 305 DEERFIELD BEACH, (954) 571-1845 FAX: 571-1846 ARCHfTECTURE PLANNING 1 DESIGN 00 N. FE 74th STREET BOCA RATONFLORIDA 33017 PHONE F.4Y_ 999-0119 NOTICE ALL ARCHITECTURAL AND ENGINEER DRAWINGS ARE IN CON- FIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. 2200 Old Germantown Road Delra Beach, FL 33445 OFFICE DEPOT 061 278-480o THE OFFICE PLACE 561/265-4178 (FAX) f1 F- "I r%f"11 FYTI ^ A 1 1h.�.Ivr IIIJI`I ELECTRICAL RISER DIAGRAM LOCATION 3707 S ORLANDO DRIVE SANFORD, FLORIDA 32773 DATE STORE NO. SCALE DRAWN BY 02/08/99 980245 NOTED DM LINEALS SQUARE FF CHECK BY 24,654 SM DWG. NO. t � CJS PLOT SCALE: 3/32"=1'-O"