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3950 St Johns Pkwy BC03-002862 (NEW INDUSTRIAL) (A) PLUMBINGF I I I PERMIT ADDRESS ADDRESS�'� N, wk� PHONE NUMBER alb PROPERTY OWNER s ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER a FEE FEE SUBDIVISION S3-1") �I Hro .. .y >• I a� } { 1� EXISTING PAVEMENT, ' },, " < :�� �y � � ` •`.,_ r/''''+ �. �,a '" .✓ e.rs t;:s fid' ry '''' �' 32 G € = I _j 5 V-1 x.�; :`- •F EXISTING PAVEMENT 5;; i` INSTALL 36' PERSCNELL TIE -RM EXISTIN CURB °< GATE AT PRIED �j� 1 SIDEWALK LOCATMN 6Q MATCH EXISTING '# € DO ; OT ENTER y # i ` LINE �" EXIT[?ONLY SIGN 9 'sCUkA AND END TYPE D CURB _ 14 s, 24 STOP BA pj a y, POND..-,......__.. _ _ . R_..� x ,r L= 19.2 3TOP EL 33.0 f� A= N50'3 'G "E ti WESTERL1j:.8.75': BOTTOM EL 30.8 �i � gi> ♦;SHEET 4� END TYPE 'D' CURB IBBON END TYPE 'D' CURB\yv/ �� z �,/`� .� 12`,R CURB x x x x x� �-�� z`-� V_, VACANT N 10, S i c� 4 r pt) �� iN. oO ��': [ Uf`ExISTING C EXIT STN NAND } Y r < ...... IN 1 -gg 1 E s E EXIT (1NL GN •_�, �\3� c �; �"�.. € :.'.�V✓,, 3c4 :C�i: 2. eV�. € I t I ;3SA,T/TU"IDII I ; 7. ?� ry s�QS 4 C2 S i�� G IPE D CURS �TYP� p x #II i, rF CONCRETE sta i 1 i s I 'N e w, FLUME A �' / s I i s stl t 3 7 6 b r Ed s' i2 hF T EJCL 3IJRE�� 3 E ,- _ {{ !.• S `4 s y € I Z�ti -� ::':`.: - ENCLOSURE PHASE I ,y,/ i 44 '.�''�.�y�<L�i�''�: 7,999 S.F. f I f 3_3.s., ti.,w-'7 F 1 �,. OFFICE/WAREHOUSE I > C lig ' 2'r� '�� l i' F. F. 3 4.9 0 I , I' J �'� �`. 1. '3 f' ., :, .. _ '.+<.. CONCRETE `•. _.>... - . .-....`. R. FLUME •--•iu�L._.,},... l.ia ,cs ;-- -- -- HANDICAP SIGN .< - � i X, [N BUILDING 5 at i, j { 2i ! , _ - HANDI ACCESS 1 830 LF - SILT/TURBIDITY FENCE •- 1 -° 3 s i. € J J i; [F ••a '�: L�o J .j 6 _ ,; `cJ - �fe:�.- '. �:!`s .:,1• r'f, '.,s ;4PROPOSES r CONC. SI X.30ALK)(CLASS I, `4Y 31 ,•� 'y - i a {` j /9 ; �r s ` ' 14� ;r,�., :off � � v R ;�s ��;s ..i: .. ? <��` .�4:' ;" .. . < +, '�� �/r s .' f �• ,,..; r .5 ,;>=�;a , PHASE I ISILT/TURBID;T1 FENCE 6000 w ;Ff' S.F. W1PmICJfi 6�� �U OFFICE WAREHOUSE .' rR�2< iJINV.= z,.4 vON AP SIGN 13N ILIG F.F. 34.90 5 BROWN'S GYM'f HANDICAP ACCESS RAhPP,�f ]/ 1 �. �t \ t '- '? 1- 24 STGP-- E TY D f�B f'»`y ,,. rY,,✓" l,,•' 9 31.72' f d_ NK •� 1 _ :1� moi'- + A , • \�, �,. i + f' ,✓� M'scr " "°a1�w,,, ,:�,•i 2' RECLAIM VA ERp \ FND'7.YF SERVICE T EXISTING CURB PARCEL I.D.# 28-19-30-5NR-0000-0130 21 AND -0140 Q 20 QA AND -0150 N 1-4� 29 276- 1 > O 3233 31 D_ I PA❑LA RD, 5 15 ^TIPIACUAN I,i e MAP VICINITY MAP 31 ADDRESS: 77777- LOT 13 - C UF CTYP '3 •10 VACANT N 10, S i c� 4 r pt) �� iN. oO ��': [ Uf`ExISTING C EXIT STN NAND } Y r < ...... IN 1 -gg 1 E s E EXIT (1NL GN •_�, �\3� c �; �"�.. € :.'.�V✓,, 3c4 :C�i: 2. eV�. € I t I ;3SA,T/TU"IDII I ; 7. ?� ry s�QS 4 C2 S i�� G IPE D CURS �TYP� p x #II i, rF CONCRETE sta i 1 i s I 'N e w, FLUME A �' / s I i s stl t 3 7 6 b r Ed s' i2 hF T EJCL 3IJRE�� 3 E ,- _ {{ !.• S `4 s y € I Z�ti -� ::':`.: - ENCLOSURE PHASE I ,y,/ i 44 '.�''�.�y�<L�i�''�: 7,999 S.F. f I f 3_3.s., ti.,w-'7 F 1 �,. OFFICE/WAREHOUSE I > C lig ' 2'r� '�� l i' F. F. 3 4.9 0 I , I' J �'� �`. 1. '3 f' ., :, .. _ '.+<.. CONCRETE `•. _.>... - . .-....`. R. FLUME •--•iu�L._.,},... l.ia ,cs ;-- -- -- HANDICAP SIGN .< - � i X, [N BUILDING 5 at i, j { 2i ! , _ - HANDI ACCESS 1 830 LF - SILT/TURBIDITY FENCE •- 1 -° 3 s i. € J J i; [F ••a '�: L�o J .j 6 _ ,; `cJ - �fe:�.- '. �:!`s .:,1• r'f, '.,s ;4PROPOSES r CONC. SI X.30ALK)(CLASS I, `4Y 31 ,•� 'y - i a {` j /9 ; �r s ` ' 14� ;r,�., :off � � v R ;�s ��;s ..i: .. ? <��` .�4:' ;" .. . < +, '�� �/r s .' f �• ,,..; r .5 ,;>=�;a , PHASE I ISILT/TURBID;T1 FENCE 6000 w ;Ff' S.F. W1PmICJfi 6�� �U OFFICE WAREHOUSE .' rR�2< iJINV.= z,.4 vON AP SIGN 13N ILIG F.F. 34.90 5 BROWN'S GYM'f HANDICAP ACCESS RAhPP,�f ]/ 1 �. �t \ t '- '? 1- 24 STGP-- E TY D f�B f'»`y ,,. rY,,✓" l,,•' 9 31.72' f d_ NK •� 1 _ :1� moi'- + A , • \�, �,. i + f' ,✓� M'scr " "°a1�w,,, ,:�,•i 2' RECLAIM VA ERp \ FND'7.YF SERVICE T EXISTING CURB PARCEL I.D.# 28-19-30-5NR-0000-0130 21 AND -0140 Q 20 QA AND -0150 N 1-4� 29 276- 1 > O 3233 31 D_ I PA❑LA RD, 5 15 ^TIPIACUAN LOCATION, MAP VICINITY MAP PROPERTY ADDRESS: 77777- LOT 13 - C UF CTYP l •10 SITEWORK: VACANT N 10, S i c� 4 r pt) �� iN. oO ��': [ Uf`ExISTING C EXIT STN NAND } Y r < ...... IN 1 -gg 1 E s E EXIT (1NL GN •_�, �\3� c �; �"�.. € :.'.�V✓,, 3c4 :C�i: 2. eV�. € I t I ;3SA,T/TU"IDII I ; 7. ?� ry s�QS 4 C2 S i�� G IPE D CURS �TYP� p x #II i, rF CONCRETE sta i 1 i s I 'N e w, FLUME A �' / s I i s stl t 3 7 6 b r Ed s' i2 hF T EJCL 3IJRE�� 3 E ,- _ {{ !.• S `4 s y € I Z�ti -� ::':`.: - ENCLOSURE PHASE I ,y,/ i 44 '.�''�.�y�<L�i�''�: 7,999 S.F. f I f 3_3.s., ti.,w-'7 F 1 �,. OFFICE/WAREHOUSE I > C lig ' 2'r� '�� l i' F. F. 3 4.9 0 I , I' J �'� �`. 1. '3 f' ., :, .. _ '.+<.. CONCRETE `•. _.>... - . .-....`. R. FLUME •--•iu�L._.,},... l.ia ,cs ;-- -- -- HANDICAP SIGN .< - � i X, [N BUILDING 5 at i, j { 2i ! , _ - HANDI ACCESS 1 830 LF - SILT/TURBIDITY FENCE •- 1 -° 3 s i. € J J i; [F ••a '�: L�o J .j 6 _ ,; `cJ - �fe:�.- '. �:!`s .:,1• r'f, '.,s ;4PROPOSES r CONC. SI X.30ALK)(CLASS I, `4Y 31 ,•� 'y - i a {` j /9 ; �r s ` ' 14� ;r,�., :off � � v R ;�s ��;s ..i: .. ? <��` .�4:' ;" .. . < +, '�� �/r s .' f �• ,,..; r .5 ,;>=�;a , PHASE I ISILT/TURBID;T1 FENCE 6000 w ;Ff' S.F. W1PmICJfi 6�� �U OFFICE WAREHOUSE .' rR�2< iJINV.= z,.4 vON AP SIGN 13N ILIG F.F. 34.90 5 BROWN'S GYM'f HANDICAP ACCESS RAhPP,�f ]/ 1 �. �t \ t '- '? 1- 24 STGP-- E TY D f�B f'»`y ,,. rY,,✓" l,,•' 9 31.72' f d_ NK •� 1 _ :1� moi'- + A , • \�, �,. i + f' ,✓� M'scr " "°a1�w,,, ,:�,•i 2' RECLAIM VA ERp \ FND'7.YF SERVICE T EXISTING CURB PARCEL I.D.# 28-19-30-5NR-0000-0130 21 AND -0140 Q 20 QA AND -0150 N 1-4� 29 276- 1 > O 3233 31 D_ I PA❑LA RD, 5 15 ^TIPIACUAN , 24STOFSIGH; . ` 12' BON CURB f "� INDEX OF SHEETS HANDICAP ACCESS f f• �FlR q• 9 :.`:::::: , r_ RAMP FDOT DrDEX CTYPJ SHEENO DESCRIPTION (T U 1 SITE PLAN 2 PAVING GRADING AND �.,. } (ND.:=TYPE 'D' -~ RB I +1' j 12' RIBBON CURB € s EXISTING 2' n RECLAIM WATER y� UTILITY PLAN SERC SCUT EXISTING ''"". $: L r ,,•--�''` -.,;.� e � - ✓"s W to i ' ...°'" LOCATION, MAP VICINITY MAP PROPERTY ADDRESS: GENERAL NOTES LOT 13 - 102 LAUREN COURT r e• LOT 14 - 70 COASTLINE ROAD SITEWORK: yf ti (3910 ST. JOHNS PKWY) 1. 'rHE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING LOT 15 - 80 COASTLINE ROAD UTILITIES BEFORE CONSTRUCTION COMMENCES. UTILITY DETAILS (3950 ST. JOHNS PKWY) 2. THE SOIL SHALL COMPACTED OF 95% OF MODIFIED PROCTOR MAXIMUM 8 LIGHTING PLAN DRY DENSITY AT OPTIMUM MOISTURE CONTENT AT BUILDING AND PARKING. OWNER: TAILORED FOAM 3. "ALL CONCRETE SHALL CONFORM TO ACI 318 AND SHALL ATTAIN 390 WEST STATE ROAD 434 MINIMUM COMPRESSIVE STRENGTH OF 3,000"P.S.I. AT 28 DAYS (PAVED ELEVATIONS (INFO. ONLY) LONGWOOD, FL 32750 AREAS) AND 2,500 P.S.I. AT 28 DAYS (SIDEWALKS/CURB). 0 4. THE CONTRACTOR SHALL CONSTRUCT WATER RETENTION AREAS AS SHOWN BUILDER: C. WILLIAM HARKINS ON THE PLAN UNLESS OTHERWISE APPROVED BY THE ENGINEER AND THE CITY. SEWER - HARKINS DEVELOPMENT CORPORATION 5. BOTTOMS OF ALL RETENTION AREAS TO BE SODDED. BUILDING SETBACK DATA 3525 WEST LAKE MARY BLVD. 6. ALL LANDSCAPE AREAS TO BE SODDED. SUITE 306 7. ALL LANDSCAPE AREAS TO BE IRRIGATED BY UNDERGROUND WATER - CITY OF SANFORD (407) 330-5639 LAKE MARY, FL 32746 IRRIGATION SYSTEM. SOLID WASTE - CITY OF SANFORD (407) 302-9414 PHONE: (407) 323-9310 8. ,PARKING LOT STRIPING SHALL BE F.D.O.T. WHITE TRAFFIC POWER - FAX: (407) 323-1993 RATED PAINT. Side 15' PHONE - 9. 30" STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED SURVEYOR: KITNER SURVEYING AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL PUBLIC UTILITIES (407) 322-5733 2530 SOUTH SANFORD AVENUE DEVICES AND LOCATED AS SHOW ON SITE PLAN. P.O. BOX 823 10. STOP BAR SHALL BE 24" WIDE, WHITE THERMOPLASTIC PAINT, AND LOCATED SANFORD, FLORIDA 32772 AS SHOWN ON SITE PLAN. PHONE: (407) 322-2000 11. HANDICAP SYMBOL SHALL BE F.D.O.T. WHITE PAINT. 12, ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM THE STREET. ENGINEER: CENTRAL FLORIDA LAND DESIGN CORPORATION 13. INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS 3ct-I 550 NORTH BUMBY AVENUE SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D. ® SUITE 145 14. 'POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF ORLANDO, FL 32803 THE BUILDING PERMIT. PHONE: (407) 898-7005 15. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12:1). UZ 16.�OEVELOPER WILL OBTAIN ALL PERMITS AND APPROVALS AS REQUIRED. m 17. 6" P.V.C. CHASE UNDER DRIVEWAY. a-Lr) EROSION CONTROL 18. RAISED CURBING AROUND LANDSCAPE ISLANDS AS SHOWN. . C/] ft-}+ co 000 1 v 19. DUMPSTER SITE TO BE IN ACCORDANCE WITH SECT. 5.2 ) /-\ CONTRACTOR TO INSTALL EROSION `� PARAGRAPH 6.7 SUB. 6.7 OF THE L.D.R. CONTROL FEINCING AS SHOWN, PRIOR ?O._SITE IN NOT WITHIN THE 100 YEAR FLOOD ZONE. TO COMMENCING CONSTRUCTION.;. N0 WETLANDS OR SURFACE WATERS EXIST ON THIS SITE. E E a 2- .0 22. SECONDARY POWER TO BE PROVIDED OVERHEAD (APPROVED BY CITY ENGINEER) �o �E}, my z 23. LIGHTING FOR PARKING LOT TO BE PROVIDED ON BUILDING AS SHOWN. �I C o p s LL o Lo n' 24.'.; EXISTING ZONING, RI -1. v E C) 25. EXISTING SOIL TYPE AS PER SOIL SURVEY OF SEMINOLE COUNTY IS O BASINGER AND SMYRNA FINE SANDS, DEPRESSIONAL. c 26. PROJECT LIES TOTALLY WITHIN ZONE X PER FEMA PANEL 12117CO040 E. Q) `t 27. BUILDING HEIGHT = 26' 28. DEVELOPER WILL CONTRIBUTE TO CITY SIDEWALK FUND IN LEU OF CONSTRUCTING SIDEWALK ALONG LOREN COURT. 29. NO OUTDOOR STORAGE AREAS PROPOSED AT THIS TIME. U 30. FACIA SIGNAGE ONLY LEGAL DESCRIPTION AS FURNISHED: LOT 13,14,+ 15, SANFORD CENTRAL PARK PHASE II, AMENDED, AS RECORDED IN PLAT BOOK 54, PAGES 8 THROUGH 10, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA , 24STOFSIGH; . ` 12' BON CURB f "� INDEX OF SHEETS HANDICAP ACCESS f f• �FlR q• 9 :.`:::::: , r_ RAMP FDOT DrDEX CTYPJ SHEENO DESCRIPTION (T U 1 SITE PLAN 2 PAVING GRADING AND �.,. } (ND.:=TYPE 'D' -~ RB I +1' j 12' RIBBON CURB € s EXISTING 2' n RECLAIM WATER y� UTILITY PLAN SERC SCUT EXISTING ''"". $: L r ,,•--�''` -.,;.� e � - ✓"s W to i ' ...°'" 2 Business Days Before You Dig CALL 1-bUU-432-41 [ U ITS THE LAW NOTE: JOINT USE EASEMENT TO BE PROVIDED FOR PARKING AREA, LOCATED ON LOT 13, WHICH IS LOT 14's BENEFIT NOTE: MEZZANINE IS TO BE USED FOR STORAGE ONLY 3 LANDSCAPE PLAN/ .51 PROPOSED �" x M ` 0 r e• CONC. SIDEWALK_-,,; '--- ell.ti ��/p��2 VJ yf ti (CL ASS:1 3000 --PSI) CITY OF SANFORD STANDARD ' UTILITY DETAILS 8 LIGHTING PLAN P sw FLOOR PLAN (INFO. ONLY) w�.� .sem �.�� r �"- ELEVATIONS (INFO. ONLY) •--=� 0 UTILILTY PROVIDERS: I SEWER - CITY OF SANFORD (407) 330-5639 2 Business Days Before You Dig CALL 1-bUU-432-41 [ U ITS THE LAW NOTE: JOINT USE EASEMENT TO BE PROVIDED FOR PARKING AREA, LOCATED ON LOT 13, WHICH IS LOT 14's BENEFIT NOTE: MEZZANINE IS TO BE USED FOR STORAGE ONLY CENTRAL FLORIDA LAND DESIGN CORPORATION Engineering Business No, 8185 550 N. Bumby Avenue Suite 145 Orlando, Florida 32803 l03 (407) 898-1005Montle . Pial , IJf- Licen e f7b. 36f49 3 LANDSCAPE PLAN/ EXISITING CONDITION PLAN 0 4 DETAIL SHEET ��/p��2 VJ 5-7 CITY OF SANFORD STANDARD UTILITY DETAILS 8 LIGHTING PLAN P A-1 FLOOR PLAN (INFO. ONLY) A-2 ELEVATIONS (INFO. ONLY) CD 0 UTILILTY PROVIDERS: I SEWER - CITY OF SANFORD (407) 330-5639 BUILDING SETBACK DATA WATER - CITY OF SANFORD (407) 330-5639 RECLAIMED WATER - CITY OF SANFORD (407) 330-5639 Building Setbacks Minimum SOLID WASTE - CITY OF SANFORD (407) 302-9414 Front (Street) 25' POWER - FLORIDA POWER AND LIGHT (407) 328-0909 Side 15' PHONE - BELLSOUTH (407) 327-0447 CD Z Rear 20' GAS - FLORIDA PUBLIC UTILITIES (407) 322-5733 Q CENTRAL FLORIDA LAND DESIGN CORPORATION Engineering Business No, 8185 550 N. Bumby Avenue Suite 145 Orlando, Florida 32803 l03 (407) 898-1005Montle . Pial , IJf- Licen e f7b. 36f49 ® ad 0 LL ��/p��2 VJ L/ cd P CD 0 J I LLVP��/) a: 0 Ld CD Z Q 0 .® 4 3ct-I ® L0 00 CD UZ m .0 a-Lr) ONO r, O . C/] ft-}+ co 000 1 v ) /-\ o r• °L vo o �$ �U_ L: o CC3 E E a 2- .0 �o �E}, my z c: Z Z O O p �I C o p s LL o Lo n' • � j V v E C) O c Q) `t U CJ LU LU O G w m ¢ LO c CDQ� oz o CD CD W (D U G Q Q m O Cn CD � 0 CDCD ww 0) LU CDQ n-- o C� Cn wzC, OQ U_ 00 U_ zzm�� `L�CL2 w w QU cl- cl- C:) o w= C/)m z Ld CD O ED W CD VJ Cn w oww Q CC CC CC m a c7 O CV O CV O N 0 N 0 a v O o C V Co C V O .-n i (i) 000 m Ln �t 00 m o C DRAWN BY: DAS DESIGNED BY: RCM APPROVED BY: MONTJE S. PLANK, P.E. JOB NUMBER: 2002-300.1 FILENAME: 2002-300.1 SP SCALE: 1'= 30' DATE: January 3, 2002 SHEET NUMBER Of 8 7- n c� (Y) 0 0 N co N 0 a C5 cu I Cl) 3 t2 ,-a N 0 N N 0 N Q) 3 75 d U d Ul 4I £ U O Q N 5 W £ O S +1 (7 Q V) m £ 4+ O 75 £ d vi +' £ O U O R U u z cH G Q W SANDER BUILDING LOT 15 ® SANFORD CENTRAL PARK SANFORD, FLORIDA 5 i. REV. IEWE B y S.— Sanford kirif Prevention Dly. Date: g I w1023 r��_3 11003 INDEX TO DRAUJING;S ER R OF WORK GROUP 15 OCCUPANCY TYPE IV(4) UNP UNS WHICH HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE MAX AREA ALLOWA5LE/FLR 11,000 6F ARCHITECT. ARCHITECT SHALL APPROVE ALL METHODS OF MAX AREA WITH INCREASE 34,000 SP CORRECTING ANY FAULTY OR ERRONEOUS WORK. AREA PROVIDED 6,000 isp G5 ALL DIMENSIONS ARE FROM FACE OF MASONRY, FACE OF STUD OR MAX HEIGHTALLOWAIBLE 55' COLUMN CENTER LINES UNLESS OTHERWISE NOTED. HEIGHT PROVIDED 22'-3" Gro DO NOT SCALE THE DRAWINGS. ITEMS NOT DIMENSIONED AND DIMENSIONAL INFORMATION REQUIRED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. Gl ALL CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. Ga DO NOT OBSTRUCT STREET RIGHT OF WAYS, SIDEWALKS, ETC UNTIL ALL PERMITS REQUIRED FOR SAME ARE SECURED. GIB WORK SHALL NOT OBSTRUCT OR OTHERWISE CAUSE TO BE 5`��-150L LEG;ENE) INOPERATIVE EXISTING SITE OR ANY OTHER SITE'S FIRE PROTECTION SYSTEMS. GIO ALL WORK SHALL BE PERFORMED TO THE HIGHEST INDUSTRY — ELEVATION NUMBER STANDARD FOR WORKMANSHIP. ALL MATERIALS SHALL BE — SHEET NUMBER INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS. ALL WORKS SHALL CONFORM THE APPROPRIATE WRITTEN NATIONAL TRADE PUBLICATIONS, 0— DETAIL NUMBER Gil THE CONTRACTOR SHALL CLEAN WORK AREAS ON A DAILY 5,4516. OR SECTION G12 NOT USED DETAIL NUMBER G13 NOT USED SHEET NUMBER 0\(D .6301-, , R-30 BLOWN IN INSULATION MADE BE SUBSTITUTED FOR R-30 BATT INSULATION IN ATTICS SECTION NUMBER G115 PROVIDE BACKING/BLOCKING AS REQUIRED FOR THE INSTALLATION SHEET NUMBER OF ACCESSORIES. (D --WINDOW NUMBER .616 INTERIOR FINISH MATERIALS SHALL CONFORM TO THE LOCAL ,BUILDING CODE/ORDINANCES FOR MINIMUM FLAME SPREAD CLASSIFICATIONS. 0— DOOR NUMBER Gil NO ASBESTOS MATERIALS SHALL BE ALLOWED ON IN THE WOW A —REVISION NUMBER 61$ NO STAPLES SHALL BE UTILIZED IN F46TENING ANY FRAMING OR SHEATHING MEMBER THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIBEL DUE TO ERRORS OR OMISSIONS ON THESE DRAWINGS THAT ARE CAUSED OR OCCUR PRIOR TO ISSUANCE OF: PERMIT. DO NOT ORDER MATERIAL PRIOR TO ISSUE OF PERMIT ALL INFORMATION CONTAINED WITHIN THE DRAWINGS 18 SUBJECT TO CHANGES PRIOR TO ISSUE OF ALL LEGALLY REQUIRED PERMITS AND A "CERTIFICATE OF ISSUE FOR CONSTRUCTION" BY THE ARCHITECT. THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIBEL DUE TO ERRORS OR OMISSIONS ON DRAWINGS THAT HAVE NOT BEEN APPROVED BY ALL GOVERNMENT AGENCIES HAVING JURISDICTION OVER PROJECT, INDEX TO NI STRUCTURAL NOTES N2 STRUCTURAL NOTES 51 FOUNDATION FLAN fl. 11 fill 52 PRECAST PLAN 1 1 Fl PLUME3ING FLAN AND SPECIFICATIONS EC ELECTRICAL SPECIFICATIONS AND DETAILS EI ELECTRICAL LIGHTING 4 POWER PLAN E2 ELECTRICAL SCHEDULES AND RISERS as �1 Orl 5k I FO tD EVEN ARCHITECTURE & MANAGEMENT, INC 601 N. ORLANDO AVE SUITE 103 MAITLAND, FLORIDA PH 407-539-1419 FX 407-539-1617 E"22230CFL.RR.COM AA 0003299 THHSZ PRANNGS ARN COM- JUGHM BYBWBN ARCHIUCTURB & MANAGBAMNr, INC. 2001-2002 THIS COPYRIGHT AND 07HBA RIGHTS BROWCrS THB USN OF T"M DOMAMTS TO THB ORIGINAL SM OR PVRPOSB FOR WHICH THBY VBAC PABPARBA AMODUCTIONS, CHMBS, OR ASSIGN"NTS ARE STRICTLY PAORZatrBA REVISIONS PROD N0-:23021 DATE: 4/14/03 DRA WN. AE CHECK: AE D& ISN LOAD& NAL NOTE& DESIGN FLOOR LIVE LOAD 40 PSF DESIGN ROOF LIVE LOAD 16 P -01F GI THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WOW AND MATERIALS INCLUDING THAT WORK PROVIDED BY SUBCONTRACTORS. G1 ANY SURVEY PROVIDED WITH THESE DOCUMENTS 16 NOT PART OF THE CONTRACT DOCUMENTS AND 16 INTENDED ONLY FOR CODE ANAL r�5I�5 INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND SHALL ACCEPT ANY APPLICABLE CODES: AND ALL PREMISES AS FOUND. THE OWNER ASSUMES NO F5C 2001 RESPONSIBILITY FOR CONDITIONS OF THE EXISTING SITE AND OR STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. NO FPC 2001 COMPENSATION WILL BE MADE FOR DIFFERING CONDITIONS FROM FMC 2001 THE SURVEYS TO THE ACTUAL FIELD CONDITIONS. NEC nlBla FLA ENERGY EFFICIENCY CODE FIBC 2001 CPT 13 FLA ACCESSIBILITY CODE F15C 2001 CRT 11 G3 ANY DISCREPANCY OR NON -COORDINATION BETWEEN ANY PART NFPA 101 2000 OF THE CONTRACT DOCUMENTS 15 UNINTENTIONAL. THE -ADA - 25 CFR PART 36 CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE IF HE So BELIEVES THAT SUCH A SITUATION EXISTS. WIND SPEED = 120 MPH WINE) IMPORTANCE FACTOR = I G4 ANY ERRORS, INCONSISTENCIES, OR OMISSIONS THAT THE EXPOSURE CATEGORY - 5 CONTRACTOR MAY UNCOVER MUST BE REPORTED TO THE INTERNAL PRESSURE COEFFICIENT - NA ARCHITECT AT ONCE. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTION OF ANY Ill/nc=ie AFT = STA "r 5 i. REV. IEWE B y S.— Sanford kirif Prevention Dly. Date: g I w1023 r��_3 11003 INDEX TO DRAUJING;S ER R OF WORK GROUP 15 OCCUPANCY TYPE IV(4) UNP UNS WHICH HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE MAX AREA ALLOWA5LE/FLR 11,000 6F ARCHITECT. ARCHITECT SHALL APPROVE ALL METHODS OF MAX AREA WITH INCREASE 34,000 SP CORRECTING ANY FAULTY OR ERRONEOUS WORK. AREA PROVIDED 6,000 isp G5 ALL DIMENSIONS ARE FROM FACE OF MASONRY, FACE OF STUD OR MAX HEIGHTALLOWAIBLE 55' COLUMN CENTER LINES UNLESS OTHERWISE NOTED. HEIGHT PROVIDED 22'-3" Gro DO NOT SCALE THE DRAWINGS. ITEMS NOT DIMENSIONED AND DIMENSIONAL INFORMATION REQUIRED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. Gl ALL CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. Ga DO NOT OBSTRUCT STREET RIGHT OF WAYS, SIDEWALKS, ETC UNTIL ALL PERMITS REQUIRED FOR SAME ARE SECURED. GIB WORK SHALL NOT OBSTRUCT OR OTHERWISE CAUSE TO BE 5`��-150L LEG;ENE) INOPERATIVE EXISTING SITE OR ANY OTHER SITE'S FIRE PROTECTION SYSTEMS. GIO ALL WORK SHALL BE PERFORMED TO THE HIGHEST INDUSTRY — ELEVATION NUMBER STANDARD FOR WORKMANSHIP. ALL MATERIALS SHALL BE — SHEET NUMBER INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS. ALL WORKS SHALL CONFORM THE APPROPRIATE WRITTEN NATIONAL TRADE PUBLICATIONS, 0— DETAIL NUMBER Gil THE CONTRACTOR SHALL CLEAN WORK AREAS ON A DAILY 5,4516. OR SECTION G12 NOT USED DETAIL NUMBER G13 NOT USED SHEET NUMBER 0\(D .6301-, , R-30 BLOWN IN INSULATION MADE BE SUBSTITUTED FOR R-30 BATT INSULATION IN ATTICS SECTION NUMBER G115 PROVIDE BACKING/BLOCKING AS REQUIRED FOR THE INSTALLATION SHEET NUMBER OF ACCESSORIES. (D --WINDOW NUMBER .616 INTERIOR FINISH MATERIALS SHALL CONFORM TO THE LOCAL ,BUILDING CODE/ORDINANCES FOR MINIMUM FLAME SPREAD CLASSIFICATIONS. 0— DOOR NUMBER Gil NO ASBESTOS MATERIALS SHALL BE ALLOWED ON IN THE WOW A —REVISION NUMBER 61$ NO STAPLES SHALL BE UTILIZED IN F46TENING ANY FRAMING OR SHEATHING MEMBER THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIBEL DUE TO ERRORS OR OMISSIONS ON THESE DRAWINGS THAT ARE CAUSED OR OCCUR PRIOR TO ISSUANCE OF: PERMIT. DO NOT ORDER MATERIAL PRIOR TO ISSUE OF PERMIT ALL INFORMATION CONTAINED WITHIN THE DRAWINGS 18 SUBJECT TO CHANGES PRIOR TO ISSUE OF ALL LEGALLY REQUIRED PERMITS AND A "CERTIFICATE OF ISSUE FOR CONSTRUCTION" BY THE ARCHITECT. THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIBEL DUE TO ERRORS OR OMISSIONS ON DRAWINGS THAT HAVE NOT BEEN APPROVED BY ALL GOVERNMENT AGENCIES HAVING JURISDICTION OVER PROJECT, INDEX TO NI STRUCTURAL NOTES N2 STRUCTURAL NOTES 51 FOUNDATION FLAN fl. 11 fill 52 PRECAST PLAN 1 1 Fl PLUME3ING FLAN AND SPECIFICATIONS EC ELECTRICAL SPECIFICATIONS AND DETAILS EI ELECTRICAL LIGHTING 4 POWER PLAN E2 ELECTRICAL SCHEDULES AND RISERS as �1 Orl 5k I FO tD EVEN ARCHITECTURE & MANAGEMENT, INC 601 N. ORLANDO AVE SUITE 103 MAITLAND, FLORIDA PH 407-539-1419 FX 407-539-1617 E"22230CFL.RR.COM AA 0003299 THHSZ PRANNGS ARN COM- JUGHM BYBWBN ARCHIUCTURB & MANAGBAMNr, INC. 2001-2002 THIS COPYRIGHT AND 07HBA RIGHTS BROWCrS THB USN OF T"M DOMAMTS TO THB ORIGINAL SM OR PVRPOSB FOR WHICH THBY VBAC PABPARBA AMODUCTIONS, CHMBS, OR ASSIGN"NTS ARE STRICTLY PAORZatrBA REVISIONS PROD N0-:23021 DATE: 4/14/03 DRA WN. AE CHECK: AE T_gg 5 i. REV. IEWE B y S.— Sanford kirif Prevention Dly. Date: g I w1023 r��_3 11003 INDEX TO DRAUJING;S ER R OF WORK GROUP 15 OCCUPANCY TYPE IV(4) UNP UNS WHICH HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE MAX AREA ALLOWA5LE/FLR 11,000 6F ARCHITECT. ARCHITECT SHALL APPROVE ALL METHODS OF MAX AREA WITH INCREASE 34,000 SP CORRECTING ANY FAULTY OR ERRONEOUS WORK. AREA PROVIDED 6,000 isp G5 ALL DIMENSIONS ARE FROM FACE OF MASONRY, FACE OF STUD OR MAX HEIGHTALLOWAIBLE 55' COLUMN CENTER LINES UNLESS OTHERWISE NOTED. HEIGHT PROVIDED 22'-3" Gro DO NOT SCALE THE DRAWINGS. ITEMS NOT DIMENSIONED AND DIMENSIONAL INFORMATION REQUIRED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. Gl ALL CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. Ga DO NOT OBSTRUCT STREET RIGHT OF WAYS, SIDEWALKS, ETC UNTIL ALL PERMITS REQUIRED FOR SAME ARE SECURED. GIB WORK SHALL NOT OBSTRUCT OR OTHERWISE CAUSE TO BE 5`��-150L LEG;ENE) INOPERATIVE EXISTING SITE OR ANY OTHER SITE'S FIRE PROTECTION SYSTEMS. GIO ALL WORK SHALL BE PERFORMED TO THE HIGHEST INDUSTRY — ELEVATION NUMBER STANDARD FOR WORKMANSHIP. ALL MATERIALS SHALL BE — SHEET NUMBER INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS. ALL WORKS SHALL CONFORM THE APPROPRIATE WRITTEN NATIONAL TRADE PUBLICATIONS, 0— DETAIL NUMBER Gil THE CONTRACTOR SHALL CLEAN WORK AREAS ON A DAILY 5,4516. OR SECTION G12 NOT USED DETAIL NUMBER G13 NOT USED SHEET NUMBER 0\(D .6301-, , R-30 BLOWN IN INSULATION MADE BE SUBSTITUTED FOR R-30 BATT INSULATION IN ATTICS SECTION NUMBER G115 PROVIDE BACKING/BLOCKING AS REQUIRED FOR THE INSTALLATION SHEET NUMBER OF ACCESSORIES. (D --WINDOW NUMBER .616 INTERIOR FINISH MATERIALS SHALL CONFORM TO THE LOCAL ,BUILDING CODE/ORDINANCES FOR MINIMUM FLAME SPREAD CLASSIFICATIONS. 0— DOOR NUMBER Gil NO ASBESTOS MATERIALS SHALL BE ALLOWED ON IN THE WOW A —REVISION NUMBER 61$ NO STAPLES SHALL BE UTILIZED IN F46TENING ANY FRAMING OR SHEATHING MEMBER THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIBEL DUE TO ERRORS OR OMISSIONS ON THESE DRAWINGS THAT ARE CAUSED OR OCCUR PRIOR TO ISSUANCE OF: PERMIT. DO NOT ORDER MATERIAL PRIOR TO ISSUE OF PERMIT ALL INFORMATION CONTAINED WITHIN THE DRAWINGS 18 SUBJECT TO CHANGES PRIOR TO ISSUE OF ALL LEGALLY REQUIRED PERMITS AND A "CERTIFICATE OF ISSUE FOR CONSTRUCTION" BY THE ARCHITECT. THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIBEL DUE TO ERRORS OR OMISSIONS ON DRAWINGS THAT HAVE NOT BEEN APPROVED BY ALL GOVERNMENT AGENCIES HAVING JURISDICTION OVER PROJECT, INDEX TO NI STRUCTURAL NOTES N2 STRUCTURAL NOTES 51 FOUNDATION FLAN fl. 11 fill 52 PRECAST PLAN 1 1 Fl PLUME3ING FLAN AND SPECIFICATIONS EC ELECTRICAL SPECIFICATIONS AND DETAILS EI ELECTRICAL LIGHTING 4 POWER PLAN E2 ELECTRICAL SCHEDULES AND RISERS as �1 Orl 5k I FO tD EVEN ARCHITECTURE & MANAGEMENT, INC 601 N. ORLANDO AVE SUITE 103 MAITLAND, FLORIDA PH 407-539-1419 FX 407-539-1617 E"22230CFL.RR.COM AA 0003299 THHSZ PRANNGS ARN COM- JUGHM BYBWBN ARCHIUCTURB & MANAGBAMNr, INC. 2001-2002 THIS COPYRIGHT AND 07HBA RIGHTS BROWCrS THB USN OF T"M DOMAMTS TO THB ORIGINAL SM OR PVRPOSB FOR WHICH THBY VBAC PABPARBA AMODUCTIONS, CHMBS, OR ASSIGN"NTS ARE STRICTLY PAORZatrBA REVISIONS PROD N0-:23021 DATE: 4/14/03 DRA WN. AE CHECK: AE CO Ln �i- I c� 0 0 cu v v- d 75 C- 0 E 3 ri Q (tJ 0 (Y) N / c1J 0 Cl) N / Ln m C5 V d Ul 1-' N E V O q N W O Q LO O) E -t' O E d Ln f-' E N ,E V O R U' 1 u Z. H tl Q W CD CD C:D m d 75 oj O CD 3: cu cu CD CD m CU 0) T5 d U d z ul -P E :5 U O Li >1 (7 0 S -P Cl) :p (A z 17 E 0 U is LLJ { Q co M 0 I m 0 0 N M cu d In O 75 N 3 m ri Q N 0 M cu (U 0 m cu U) m 75 z d U d LA 41 c N V O Q T 3 W S O S Q m v 75 S d N U O Q U I U z H m Q W n O O LO C'rJ O O (U C5 O 7' Q) 3 V' Q (U O m OO O O m (U Ln Co 3 d U d vi -P E N E U O Q T Z E v 3 W T O E 4 E [L (/J E C5 Ul E N E U O Q U' 1 U Z. H u Q W 0- m O I M 0 0 0i C3 75 c O T / W O S Q / a 4' v 73 d 41 O U O R Com' - I U z W SEALANT 2 3 ANCHORS PER JAMB HM ROME CMU SEA,L.�,NT Sf=-f'Ir=S CI= HEAD SIMILAR o HM INT DR JAMB Ii%"=1'-0" o NOT USED ALUMINUM WINDOW SEALANT 4 ROD MAR5LE SEALANT SILL ANCHORS 18" OC MAX CMU �Jvl GMU SEALANT 1/211 GWE3 D®OR SCHEDULE �' HDUJ SIZE DOOR L_OCT FR14Mf-= _ DT'L_?MAizKS TYPE MTR'L FINISH TYPE MATR'L FINISH 1 1 3-0 X 6-8X 13/4 2 ALUM MED 5RZ ENRTY 2 ALUM MED BRZ MED STYLE TEMP GLASS 2 1 3-0 X 6-8X 13/4 2 ALUM MEP 5RZ ENTRY 2 ALUM MED 5RZ MED STYLE TEMP GLASS 3 1 3-0 X 6-6 X 134 2 ALUM MED 5RZ ENTRY 3 ALUM MED 5RZ MED STYLE TEMP GLASS 4 2 3-0 X b-8 X 13/4 1 HM I&GA PAINT REAR EXIT 1 14 GA PAINT S3=RII=S Cr - 5 2 3-0 X (0-8 X 13/4 1 HM 16GA PAINT REAR EXIT I 14GA PAINT SERIES CF 6 1 2 3-0 X 6-8 X 13/4 1 HM 16 GA PAINT REAR EXIT I 14GA PAINT SERIES CF I MANUf: 12'-0" X 14'-0" 3 20 GA PAINT REAR STL ANG STEEL PAINT 8 MANUS 12'-0" X 14'-0" 3 20 GA PAINT REAR STL ANG STEEL PAINT 9 MANUF 12'-0" X 14'-0" 3 20 GA PAINT REAR STL ANG STEEL PAINT EWEN ARCHITECTURE do MANAGEMENT, INC 601 N. ORLANDO AVE SUITE 103 MAITLAND, FLORIDA PH 407-539-1419 FX 407-539-1617 EAM22230M.RR. COM AA 0003299 TMSA DRAWINGS ARE COPY- RIGHTED BYEIIAN ARCaITBCTURE & N"ACEMENT, INC. 1991-E008 THIS COPYRIGHT AND OTHER RIGHTS RESTRICTS THA USA OP rHXsa DoCUXBNTs TO THE oRIOINAL SITE OR PURPOSE POR WHICH TREY IIERE PRHPARED. REPRODUCTIONS, MANORS. OR ASSIGNMENTS ARE STRICTLY PROHIBITED. ro w p�pp R 47 w0 3 sF uJINDouJ J,4M8 UJINDoI.0 SILL DETAIL ,1w,_1'-®" 0 DOOR HARD,UARF- SGHEI)L 2. (REAR SERVICE POOR) a I. (EXT ALUM/GLASS ENTRY DOORS) ENTRANCE LOCKSET MORTISE SINGLE � HC PUSH PULL ACTION LEVER HANDLE (FO(o) DEADSOLT W/ CYL EXT. THUMBTURN INT (F82) 1€i2 PAIR BUTT HINGES ccQ PIVOT HINGES WEAT4ER5TRIfPPING 1 CLOSERS APA SLS EXT TYPE DOOR SWEEP WEATHERSTRIPPING, HC ALUM THOLD, 4 SWEEP ALUM THOLD W I FLOOR MOUNT DOOR STOP (� SEALANT 4 ROD ZpC® ®O� ImLLO SEALANT AND = Z 3 ANCHORS PER SEALANT JAMB BACKER ROD ...�....., � t!, � J .....:.:....:,...:.......:_... M..__..__....m:......_...:..:...._.:........._.....:.:.:_...... F..................................................................................................... ALUMINUM cc W ®� cc GMU —,– WINDOW OC O 1...................................................................................... Z O f............................................................................ i j N LL ?............................................................ ...... i SEALANT .................................................. ................ }............................................ ........................... _ o i € REVISIONS CORNER GUARD ................... ............................._ ...................... STEEL ROLL UP- ............................................. £�......_.............................._........._.... E) SF DOOM' JAMB O Sid WINDOW HEAD 11/2 11211 I o - 1......................................................................... 1=LUSH 5TOREF NT LU/ TEMP G 55 fE..............................................................-....................... ................................................................................................. TYPE A 1 PROD NO.:23021 10 TYPE 1 TYPE 2 TYPE 3 WINDOW 5GPEDULE NTS DATE: 4/15/03 ODOOR ELEVATIONS NTS �WY. SEALANT AND DOOR SCHEDULE NOTES SEALANT BACKER ROD 1 KEY ALL DOORS TO BUILDING MASTER KEY SYSTEM DRAWN. AE 2 ALL DOORS AND FRAMES TO BE HIGH GRADE AWWA STANDARDS ALUMINUM 3 ALL DOOR HARDWARE 15 TO SE STAINLE55 STEEL SATIN FINISH WITH LEVER ACTION CHECK AE WINDOW HANDLES (REAR DOORS) EE _ � � EI (I € I, TYPE 1 TYPE 2 ( TYPE 3A 5 i €:I 10 FRAME ELEVATIONS NTS NOT JSED O 5E DOOR HEAD 0 2 -*5 CONT IN TOP OF 16" HIGH BOND 51 1-"5 CONT FROM TOP OF FF W/ &" HOOK KO COURSE SILL FILL SOLID AND TOP OF BOND BEAM I I I I 2-4X31i2X3/5" STEEL ANGLES MINIMUM BEARING 6" 1 I I 1 I WINDOW 8„I I PENING I I f I 1 1 1 I 1 1 1 II 1I 1 -*5 CONT IN FILL SILL COURSE 11 1 tN---------------o.._._-- 1 -*5 DOWEL FROM FOOTING TO 30” AFF 18" HOOK II 11 II II II I I II I I FOR ALL OPENING GREATER THAN 2'-6" - i �- - - - - - FINISHED FLOOR- - ----------------- --I—t® II 1 1 io II 1 ---- ®_----------------------------------- 50TTOM OF FOOTING t%-1ASON *` OFENINC UJITH &TEEL LINTEL 2 -*5 CONT IN TOP OF lro" HIGH BOND BI 1-05 CONT FROM TOP OF FF W/ 8" HOOK TOP OF BOND BEAM _ I 1 I I I I I I 1 I I I I I --------------- � I I I DOOR I 8" OPEN IN I I I 1 � I I II I I II 1 I 1 -*5 DOWEL FROM FOOTING TO 30" AFF 0 16" HOOK I I I I 11 I FOR ALL OPENING GREATER THAN 2'-6" I II I 1 II I II 1 I II 1 I II FINISHED FLO Z. Ij II ------------ - r--------------��-- II I I L J 11 I I I ------------------------------- BOTTOM OF FOOTING ­. I t%-IASONfRY OPENING WITH PRECAST CONIC LINTEL NOTCH STEEL MAX 3/4" TO ALLOW RE5AR TO PASS GC TO COORDIATE HOW CELL GETS FILLED SOLID BELOW ANGLE 8 X S PRECAST CONCRETE LINTEL W/ 1/ -*5 CONT/ MINIMUM BEARING S" CONCfRETE NOTES MA50N(RY NOTE5 Ml MASONRY CONSTRUCTION SHALL CONFORM TO AGI STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 531--t9) M2 CONCRETE BLOCKS SHALL CONFORM t0 ASTM C-90 (F'M=1500 PSI) M3 MORTAR SHALL COMPLY WITH ASTM C210, TYPE M OR S. M4 BLOCK SHALL NOT BE MOISTENED BEFORE GROUTING. MS ALL MASONRY CROSS WEf5v SHALL BE FULLY 5EDDED IN MORTAR AROUND CELLS t0 BE GROUTED. M6 THE MINIMUM CONTINUOUS UNOBSTRUCTED CELL AREA IN CELLS TO RECEIVE GROUT MUST NOT BE LESS THAN 3" X 3". MORTAR FINS MUST BE REMOVED AS BLOCK PLACEMENT PROCEEDS. MORTAR DROPPINGS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED. MI REINFORCE WALLS WITH TRUSS TYPE (ASTM A-82, 9 GAGE WIRE) REINFORCEMENT EQUAL TO DURO-WALL IN BED JOINTS a 16" OC UNO, MEASURED VERTICALLY. PLACE PER MANUFACTURER'S INSTRUCTIONS. LAP ALL HORIZONTAL JOINT REINFORCING A MIN OF 8". M8 WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH GROUT OF A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 PAYS. GROUT SLUMP SHALL BE NO LESS 5". M9 GROUT FOR FILLED CELLS SHALL BE POURED OR PUMPED IN LIFTS NOT TO EXCEDD EIGHT FEET IN HE IGTH, AND SHALL 15E CONSOLIDATED AT THE TIME of POURING BY RODDING OR VIBRATING. M10 PROVIDE CLEAN-OUT AT THE BASE OF EACH FILLED CELL TO ALLOW VISUAL INSPECTION OF COMPLETE GROUT PENETRATION. M11 VERTICAL REINFORCING MUST HAVE A MINIMUM CLEARANCE OF 1/2" TO THE INSIDE FACE. VERTICAL BAR LAP SHALL EQUAL 48 X BAR DIAMETER. (25" MIN FOR'S's) VERTICAL REIN- FORCEMENT IN WALLS SHALL BE SECURED AND LATERALLY SUPPORTED AGAINST DISPACEMENT AT INTERVALS NOT t0 EXCEE 192 X BAR DIAMETER WITH A MAXIMUM OF 10'. M12 GROUT PLACEMENT STOPPED FOR (1) ONE HOUR OR MORE SHOULD BE STOPPED 1 1/2" BELOW THE TOP OF MASONRY UNIT TO PROVIDE A KEY FOR SUBSEQUENT GROUTING. M13 SEE FOUNDATION PLANS FOR ALL VERTICAL REINFORCING. ALL VERTICAL REINFORCING TO EXTEND INTO THE UPPERMOST BOND BEAM. M14 ALL TEMPORARY BRACING AND SNORING OF WALLS TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. M15 ALL MASONRY CONSTRUCTION MATERIALS AND INSPECTIONS SHALL CONFORM TO ALL REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI -ASCE WIND LOAD 120 MPH REGION WIND LOAD USE FACTOR 133 DECK LIVE LOAD 40 PSF DECK DEAD LOAD 10 PSF CI ALL CONCRETE SHALL BE MIN 2500 PSI AT 28 DAYS MINIMUM C8 1115C, NOTE 5 LOAD5 1 ALL WINE) LOAD CALCULATIONS ARE BASED ON AN ENCLOSED THE STRUCTURAL SYSTEM 18 DESIGN ON THE FOLLOWLING LOADS STRUCTURE ANY BREECH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, PER FBG 2001 DOORS, GARAGE DOORS, ETC. SHALL COMPROMISE THE STRUCTURAL INTEGRITY TRADES AND THESE DRAWINGS PRIOR TO PLACEMENT OF CONCERTS. 2 ALL DOOR AND WINDOWS OPENINGS SHALL BE INSTALLED PER MANUFACTURES C2 ALL CONCRETE SHALL HAVE A SLUMP Or -4" PLUS OR MINUS I", AND HAVE RECOMMENDATIONS 3 ALL SHEAR WALLS MUST TRANSFER LOADS TO FLOOR JOISTS OR FOUNDATION ROOF DEAD LOAD 16 PSF 4 DIAPHRAGM SYSTEMS MUST BE ATTACHED TO END WALLS AND/OR SIDE WALLS ROOF LIVE LOAD 20 PSF 5 TRUSSES MUST BE CAPABLE OF OF TRANSFERRING LATERAL LOADS TO BEARING WALLS ROOF BOTTOM CHORD W/O STORAGE 10 PSF 6 TRUSSES, GIRDERS, AND BEAM TIE DOWNS ARE SIZED FOR UPLIFT REQUIREMENTS ROOF BOTTOM CHORD W/ STORAGE 30 PSF I ALL WINDOWS AND DOORS SHALL COMPLY WITH FBC 120 MPH WIND LOAD REQUIREMENTS C3 c, CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH LATEST EDITION OF 8 PROVIDE FIREBLOCKING PER SECTION 2305 OF THE 2001 FBG. OF REAMS AND At SLAB EDGES. 2. INSIDE DIAMETER OF BEND SHALL NOT BE LESS THAN 6 BAR ALL FLOOR JOIST AND FLOOR TRUSS SPACES SHALL BE FIREBLOCKED ACI 301 CHAPTER 3, METHOD 1 OR 2. TO ANY ATTIC SPACE, WHETHER SHOWN ON THE DRAWINGS OR NOT DIAMETERS 8 PROVIDE FIREBLOCKING IN MANSARDS AS REQUIRED BY CODE SLAB ON GRADE 100 PSF WIND LOAD 120 MPH REGION WIND LOAD USE FACTOR 133 DECK LIVE LOAD 40 PSF DECK DEAD LOAD 10 PSF CI ALL CONCRETE SHALL BE MIN 2500 PSI AT 28 DAYS MINIMUM C8 CONTRACT SHALL VERIFY LOCATION OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, C13 ALL SPLICES SHALL BE 40 BAR DIAMETER MINMUM (25" FOR *5, INSERTS, SLOPES, EMBEDDED ITEMS, DEPRESSIONS, ETC AS REQUIRED BY OTHER 35" FOR *1) TRADES AND THESE DRAWINGS PRIOR TO PLACEMENT OF CONCERTS. C2 ALL CONCRETE SHALL HAVE A SLUMP Or -4" PLUS OR MINUS I", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER CEMENT RATIO OF 0.58 C14 BENT STEEL IS ACCEPTABLE PROVIDED: C9 PROVIDE HOOKS ON ALL BARS AT DISCONTINUOUS ENDS OF ALL TOP BARS 1. BARS ARE t0 BENT COLD. . BA C3 c, CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH LATEST EDITION OF OF REAMS AND At SLAB EDGES. 2. INSIDE DIAMETER OF BEND SHALL NOT BE LESS THAN 6 BAR ACI 301 CHAPTER 3, METHOD 1 OR 2. DIAMETERS CIO CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY 3. PARTIALLY EMBEDDED REINFORCEMENT SHALL NOT BE FIELD C4 ALL REINFORCING STEEL SHALL BE NEW DEFORMED BILLET STEEL, ASTM A-615 TO SUPPORT REINFORCING STEEL. BENT. BARS NEEDING BENDING TO ALIGN WITH FILLED CELLS GRADE 60. MAY BE BENT AT A MAXIMUM SLOPE OF I HORZ to 6 VERTICAL. Cil THE FOLLOWING MINIMUM CONCETE COVER SHALL BE PROVIDED FOR REINFORCING: C5 WELDED WIRE FABRIC SHALL CONFORM TO ATSM A-185. WWF SHALL BE LAPPED C15 ALL WORK SHALL CONFORM TO CONCRETE SECTIONS OF THE FBG 2001 AT LEAST 8" AND CONTAIN AT LEAST ONE GROSS WIRE WITHIN THE 8". 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 2" CONCRETE EXPOSED TO EARTH OR WEATHER *6 THROUGH 4% BARS C6 ALL CONCRTE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE CONCRETE EXPOSED t0 15" CONCREARTH OR WEATHER *5 BARS AND SMALLER REQUIREMENTS FOR REINFORCED CONCRETE` ACI 318 LATEST EDITION, AND 15" CONCEETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AGI 301 FOR THE PRIMARY REINFORCEMENT, flies, STIRUP$, AND rj s SPIRALS IN BEAMS AND COLUMNS r - Cl ALL REINFORCING DETAILS SHALL CONFORM TO THE "MANUAL OF STANDARD PRACTICE FOR DETIALING REINFORCED CONCRETE STRUCTURE" AGI 315 LATEST EDITION, UNLESS DETAIL OTHERWISE ON THE DRAWINGS C12 HORIZONTAL WALL AND FOOTING BARS SHALL BE BENT 2'-1" AROUND CORNERS OR CORNER BARS WITH 25" LAP SHALL BE PROVIDED, � EWEN ARCHITECTURE & MANAGEMENT, INC 601 N. ORLANDO AVE MAITLAND, FLORIDA PH 407-539-1419 FX 407-539-1617 Email: eam®efLrr.com AA 0003299 THESE DRAIIINCS ARE COPY- RIGHTED BYRUN ARCWNCTURB Ab MANAGNMNNT, INC. 2001-2002 THIS COPYRIGHT AND OTHER RIGHTS RESTRICTS THE UNR OF THNSE DOCUMENTS TO TSE ORIGINAL SITS OR PURPOSE FOR WHICH THEY 1NRN PRNPARSD. REPRODUCTIONS. CHANCES, OR ASSIGNMENTS ARE STRICTLY PROHIBITED. n tt REVISIONS PROJ NO.:23021 DATE: 4/14/03 DRAWN: AE CHECK. • AE Nl L - 2 LINTELS LOAD TABLE ( IN POUNDS PER LINER FOOT) DEAD LOAD PLUS LIVE LOAD OPENING WIDTH 8P825 NO GROUT I L2-12" 1-2-16" L2-20" PT 2X6 (TOP AND SIDES) OPENING WIDTH LTE�ATj 511D FOWE STEEL LINTEL NOTES 3360 5220 I ' A811R WITH 2"WAS14ERSLOCAED01'4' AND 66" Am 8930 WARCHITECTURE &MANAGEMENT,INC 2'-0" 2'-8" 821 2520 3915 (WITHIN 6" OF SUPPORT BRACKET FOR GARAGE 6689 8082 2'-8" 3'-4" 526 2018 3135 DOOR) 5363 601 N. ORLANDO AVE 3'-4" 4'-0" 365 1680 2610 3535 4465 SUITE 103 4'-0" 4'-8" 268 1440 2231 3030 3824 5621 MAITLAND, FLORIDA 5'-4" L1 AND L2 NOTES 1261 1959 2653 3351 4049 5'-4" -� GARAGE DOOR 162 1120 1140 PRODUCT NAME (PATENT NO 4757656 SBCCI PST ESI 93-132 2911 3591 6'-0" 6'-8" 1040 1008 „� 2121 PH 407-539-1419 3235 PRE FORMED POWERS STEEL LINTEL SHALL BE GALAVANIZED WIRE STIRRUP PLACEMENT (NOTE: STIRRUP AT L1 LINTEL ONLY) (22 TOTAL STIRRUPS). 843 911 1424 1929 .','� .; s" 8'-0" 691 840 E 407-53sAM222s®CFL.RR.CO M ACO 1168 COIL STEEL As MANUFACTURED BY POWERS STEEL AND 12" DEEP LINTEL 11 STIRRUPS 0 4" OC EACH END 8'-0" 8'-8" 585 115 1205 1631 2060 2489 8'-8" 9'-4" AA 0003299 120 PRODUCTS, INC. STEEL GRADE SHALL BE ASTM A510 16" DEEP LINTEL 6 STIRRUPS iv 8" OC EACH END (12 TOTAL STIRRUPS). 1904 2313 9'-4" 101-01, 430 612 1044 1414 1186 GRADE C N--40ksi STIRRUP SHALL BE 1 z" CLEAR FROM TOP OF GROUT 20'-0" 1 THIS DETAIL DESIGNED FOR 120 MPH WIND LOAD 919 1326 1614 SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD PLACE FIRST STIRRUP 4" FROM FACE OF JAMB AS SHOWN IN DIAGRAM 21'-4" 2 3 GARAGE DOOR MANUFACTURE TO PROVIDE ATTACHMENT TO PT2Xro MAXIMUM DISTANCE t0 THE CORNER OF THE MASONRY 15 2'-0" 921 1248 1516 LOAD DEFLECTION ON NON -CURED MASONRY 11'-4" 121-011 4 VERTICAL BAR REINF TO BE CONT. FROM FOOTING t0 BOND BEAM W/ 810 1118 MASONRY WALL MAY OCCUR ABOVE COMPOSITE LINTEL HEIGHT. THE 1198 121-011 ALL ACf DETAILS AND DEVELOPMENT LENGTHS COMPLIED WITH. - 824 LINTELS TO BE USED WITH BRICK OR CONCRETE MASONRY DEAD LOAD WEIGHT OF THE LINTEL MAY BE EXCLUDED FROM THE 1103 5 PROVIDE GROUT FILLED CELL W/ "5 REBAR 41 EACH SIDE OF OPENING AS SHOWN THBSB DRAWINGS ARB 183 UNITS HAVING A MINIMUM F'm AS SHOWN MITE NATURE OF THE LINTEL LOAD CALCULATIONS DUE TO THE COMPOSITE 1619 13'-4" MASONRY FRAME SHALL BE BE MIN. 8X16 CMU ASTM C -9D RIGHTED BYBNBN C. 199wcTURB n � euxecaenrxT. MC.iae1-coos 145 1010 ASSEMBLY. 1541 14'-0" 14'-8" TWS COPYRIGHT AMD OTHER RIGHTS RESTRICTS TE OF 691 STEEL SURFACES IN CONTACT WITH GROUT AND OR MORTAR 1211 1411 14'-8" THE GARAGE DOOR ASSEMBLY SHALL BE BE DESIGNED FOR POSITIVE AND NEGATIVE WIND PRESSURES OF 25 PSF THBSB DOCUMBNTS TO TRW ORtGmea SITZ OR PWW0Sa FOR 634 SHALL BE UNPAINTED AND FREE OF MATERAIL THAT MIGHT *5 REINFORCING BAR (GRADE 40) TO BEAR ON THE BOTTOM OF THE STEEL LINTEL AS SHOWN AND TO BE THE SAME LENGTH A6 THE LINTEL. 1408 15'-4" IN ACCORDANCE WITH CHAPTER 16 OF THE 2001 EDITION OF THE THE FLORIDA BUILDING CODE r PRO TaaY raga ANCRS, O R RsaG raN'TSA" STRICTLY 585 INH81T BOND. 1062 1291 16'-0" CERTIFICATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR THE FOLLOWING: PROHIWZA 540 159 MANUFACTURER 1194 16' -8" I. DESIGN OF DOOR TO WITHSTAND POSITIVE AND NEGATIVE WIND PRESSURE OF 25 PSF 388 499 BEARING EACH END SHALL BE 3' PLUS OR MINUS I" BEARING 905 1105 11'-4" 2. DESIGN OF DOOR COMPLIES WITH CRITERIA SPECIFIED IN 2001 FBC 313 463 SHALL BE ON A MINMIUM 8" DEEP GROUYTED CELL EXCEPT POWERS STEEL PRODUCTS: 1024 16_0" 3. DOOR SIZE, TYPE, MATERIAL, AND GLAZING 360 430 THAT L2 LINTELS MAY BEAR ON 1114 THICK MINMIMUM FACE 180 952 18'-8" 4. TRACK SIZE AND FASTENER DETAILS a 401 SHELL EAST E 888 19'-4" 5. TRACK BRACKET QUANTITY, SPACING, AND FASTENER DETAILS w 315 521 PHOENIX, ARIZONA 85040 PH 830 20'-0" REINFORCING MEMBER QUANTITY, LOCATION, SIZE, TYPE, AND FASTENER DETAILS. VERIFY WITH BUILDING DEPT. 6. ALL LOCAL CODE THE NUMBER OF 320 340 F'M 1500 psi MASONRY UNITS SHALL CONFORM TO ASTM p PHONE 602 431 1160 153 21'-0" REQUIREMENTS REGARDING WIND BARS 301 310 C90, GRADE N. FAX 602 431 5409 686 22'-0" OV E fRH E AD DOOR JAr-15 216 283 399 5114 NTT 23'-0" 24'-0" 253 260 GROUT: 3000 psi SLUMP RANGE:B" TO 11" ROD OR VIBRATE GROUT LOCAL REPRESENTATIVES 516 24'-0" 25'-0" 233 222 331 435 ADEQUATELY TO ENSURE CONSOLIDATION OF GROUT (NO 25'-0" AIR POCKETS). GROUT SHALL COMPLY WITH ASTM C416-83 DAYTONA BEACH, FL. AND BE EITHER COURSE OR FINE GROUT. GIL SUMMERS PH 4 FAX 1304 239 5 MORTAR: TYPE 5' OR TYPE M' 1800 psi PAGER 800 542 5r71& TAMPA, FL KARL GRETZINGER PGR 800 519 5022 TOP REINFORCING OR TOP OF WALL REINFORCING, IS REQUIRED BY CODES FAX 813 159 6859 TO PROVIDE A CONTINUOUS TUE AROUND A STRUCTURE AND TO PROVIDE FOR UPLIFT RESISTANCE AT LINTEL. TOP REINFORCING IS NOT REQUIRED TECHNICAL DATA AND ENGINEERING POWERS LINTELS HAVE BEEN AND IS NOT PART OF THE POWERS STEEL LINTELS (EXCEPT AT THE L -I DESIGN IN ACCORDANCE WITH THE FOLLOWING LINTELS A REINFORCING BAR 15 REQUIRED FOR THE STEEL STIRRUPS). TOP REINFORCING SHALL BE PRE SBCCI DOCUMENT SSTD 10-96. SBBCI SSTD 10-96 SBC 1 91 ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL DRAWINGS AIS( LIGHT GAGE COLD FORMED STEEL DESIGN 1990 STEEL STIRRUPS SHALL CONFORM TO ASTM A52 Fc = 60 Kai INSTALLATION MINIMUM. STIRRUPS SHALL BE 5/16" DIAMETER SMOOTH ROD AND POWERS LINTELS ARE TO BE INSTALLED IN ACCORDANCE WITH SHALL BE FABRICATED SUCH THAT THE STIRRUPS HAVE SPRING AND STANDARD CONSTRUCTION PRACTICES, BET PROPER LINE AND LEVEL, TEND TO REMAIN IN THE HOLES IN THE LINTEL DUE TO THE SPRING. PLUMB, AND TRUE, AND IN CORRECT RELATION TO OTHER WORK STIRRUPS SHALL HOOK 314" AND FIT INTO THE HOLE IN LINTEL VERTICAL LECs AS SHOWN. AN ALTERNATE SIZE STEEL STIRRUP SHALL BE 2 5/16"O X 2V2X LINTEL HEIGHT LESS 2" X 2i2" PER SKETCH:--�{� 2'/211I LINTEL HE IGH MINUS 2" 211/2 J ALTD=RANT 5ID) POWERS STEEL LINTEL SCHEDULEm r - L - 2 LINTELS LOAD TABLE ( IN POUNDS PER LINER FOOT) DEAD LOAD PLUS LIVE LOAD OPENING WIDTH 8P825 NO GROUT 1-2-8" L2-12" 1-2-16" L2-20" L2-24" OPENING WIDTH 2'-0" 1460 3360 5220 1010 8930 10190 2'-0" 2'-8" 821 2520 3915 5302 6689 8082 2'-8" 3'-4" 526 2018 3135 4248 5363 .6480 3'-4" 4'-0" 365 1680 2610 3535 4465 5395 4'-0" 4'-8" 268 1440 2231 3030 3824 5621 4'-8" 5'-4" 205 1261 1959 2653 3351 4049 5'-4" 6'-0" 162 1120 1140 2361 2911 3591 6'-0" 6'-8" 1040 1008 1568 2121 2618 3235 6'-8" 1'-4" 843 911 1424 1929 2431 2924 1'-4" 8'-0" 691 840 1305 1168 2233 2698 8'-0" 8'-8" 585 115 1205 1631 2060 2489 8'-8" 9'-4" 499 120 1119 1515 1904 2313 9'-4" 101-01, 430 612 1044 1414 1186 2158 101-01, 20'-0" 315 630 919 1326 1614 2022 10'-8" 21'-4" 593 921 1248 1516 1905 11'-4" 121-011 560 810 1118 1488 1198 121-011 12'-8" 530 824 1118 1410 1103 12'-8" 504 183 1061 1340 1619 13'-4" 14'-0" 480 145 1010 1216 1541 14'-0" 14'-8" 458 691 964 1211 1411 14'-8" 15'-4" 438 634 891 1151 1408 15'-4" 16'-0" 420 585 824 1062 1291 16'-0" 16' -8" 403 540 159 9-18 1194 16' -8" 11'-4" 388 499 102 905 1105 11'-4" 18'-0" 313 463 651 839 1024 16_0" 18'-8" 360 430 605 180 952 18'-8" 19'-4" 348 401 564 128 888 19'-4" 20'-0" 336 315 521 ro80 830 20'-0" 21'-0" 320 340 418 616 153 21'-0" 22'-0" 301 310 436 562 686 22'-0" 23'-0" 216 283 399 5114 621 23'-0" 24'-0" 253 260 366 412 516 24'-0" 25'-0" 233 222 331 435 531 25'-0" L - i LINTELS 3000 PSI GROUT (SHEAR STEEL REINFORCED) LOAD TABLE ( IN POUNDS PER LINER FOOT) DEAD LOAD PLUS LIVE LOAD OPENING WIDTH 0-12" L1-12" W/05 L1-lro" L1-16" W05 2'-0" 13635 13635 9245 9245 2'-8" 10225 10225 6933 6933 3'-4" 8189 8189 5553 5553 4'-0" (0818 6818 4623 4263 4'-8" 5843 5843 3962 3962 5'-4" 5116 5116 3469 3469 6'-0" 4163 4545 3082 3082 6'-8" 3312 4090 2113 2113 1'-4" 2189 3509 2523 2523 8'-0" 2342 2946 2311 2311 8'-8" 1995 2510 2133 2133 9'-4" 1121 2165 1982 1982 101-011 1499 1885 1849 1849 10'-8" 1311 1651 1133 1133 11'-4" 1161 1469 1632 1632 12'-0" 1040 1309 1464 1541 12'-8" 934 1115 1314 1460 13'-4" 843 1060 1181 1381. 14'-0" 165 962 1016 1321 14'-8" 691 816 980 1241 15'-4" (038 802 891 1142 16'-0" 585 136 824 1048 16'-8" 540 (019 159 966 111-411 499 621 102 893 IS' -0" 462 582 (051 828 18'-8" 430 541 605 110 191-411 401 505 565 118 20'-0" 315 411 521 611 20'-8" 418 (008 21'-4" 435 554 22'-0" 399 501 22'-8" 366 466 � v � I1 W ®9 / oo p 0 13 0 / J Z J J / :L Q 02 W Lo Ol HEIGHT OF COMPOSITE LINTEL VARIES oi- LL SEE SCHEDULE. USE BOND BEAM BLOCK Z �. Z ci TO GO OVER POWERS STEEL LINTEL OC ® 4 � AND BOND BEAM BLOCK s HORZ REI CO) j ca CO) 14 L_1 REVISIONS 20 GA LINTELS SHALL NOT BE USED FOR SPANS 12'-8" TO 26'-0" LINTEL DESIGNATION INDICATES HEIGHT OF GROUT 1-1-16" W1'S �- BOTTOM 16 GAUGE OR 20 GAUGE 8P61.5 L INTEL6 MAY ME USED _ REINFORCING AT THE CONTRACTOR OPTION PROJ N0.:23021 025„ 6,DATE: 4/15/03 5PS2.5 (16 GA) 5 MIN = 0.365 IN I MIN = 0.632 IN / 05 111.00" 6.15" / 5PS2.5 (20 GA)3 L-2 I / 13 5 MIN = 0.365 IN /z�� 0 HOLES FOR HOOK / I MIN = 0.632 IN OF STEEL STRIRUP DRAWN: AE 02 09 CHECK.• AE !� - �` 01 I 20 GA LINTELS MAY BE USED ON SPANS HEIGHT OF COMPOSITE LINTEL VARIES UP TO 12'-0" SEE SCHEDULE. USE BOND BEAM BLOC TO GO OVER POWERS STEEL LINTEL s' AND BOND BEAM BLOCK Q HORZ REI LI LINTEL WITH HOLES FOR STIRUPS MAY BE USED AS AN L2 LINTEL. THE STIRUPS 05 " I0®" 6.15„ �� ARE NOT REQUIRED FOR L2 LINTELS. USE L2 L-2 LAOD TABLE 1 I ic,= i 'j i Haft=l c, 11mi =CIA TJn=n AL1"ERANtF— 511D POUJERS STEEL LINTEL [DETAILS AL1"ERANTE PID POU1ER5 STEEL. LINTEL [DETAILS / Q N O .-1 O O (L1 Ch N a d to N N 3 i CD N 0 (Y) N N O ('") N 3 75 Z3 d U d U) -P S N U 0` N 3 W (7 0 S 4f Q m 4t -t' N d U) 0) £ S U 0 R U, I U z H Q W it I z Q r , M a o i M 0 0 N M N r. Iks d E 73 ul 75 F 3 i m .-a N 0 I M N N 0 M N 3 I � U E O t' Q I � a' W r O 4i Q m { 75 C3 ti u 0 R / U I U z f-1 s c Q W it I Q O O .-a ti I m CD 0 RJ cu d' T d 75 V) 75 Q1 3 i m 73 0 cu 0 m 0i Cu1-1 0 m cv / m 3 d U d Ln -P 9 Q) E 5 U O R T W T O S -P Q m N d 4� E 5 J O Q U I U z d � Q w Q 0 m 0 0 cu m cu c� d 75 41 d 0 m P� cu 0 c� Cu cit 0 (1) / U) m 0 75 C5 u d Ln v u O Q T Li a O s Q / U) o) 4> v E C5 Ln 4I QJ u O Q u u Z cH c Q LLJ BRANCH CIRCUIT WIRING NOTES: 1. WIRING IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL CONDITIONS, MANUFACTURER 2. WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL SPECIFICATIONS - DIVISION 16 - ELECTRICAL ° 16000 GENERAL PROVISIONS 16200 ELECTRICAL SERVICE SYSTEM 1.01 PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT 1.01 IN GENERAL, ALL ELECTRICAL EQUIPMENT, SHOWN, IT IS INTENT OF THESE DOCUMENTS FOR A COMPLETE & PROPERLY OPERATING SYSTEM. COMPLETE BRANCH CIRCUIT WIRING SYSTEM METALLIC CONDUIT, MOTOR FRAMES, PANEL– 5. PROVIDE A GREEN GROUND CONDUCTOR IN ALL CIRCUITS, APPROPRIATELY SIZED INCREASE CONDUITS BOARDS, ETC., SHALL BE GROUNDED WITH A 1.02 CODES AND STANDARDS: ALL ELECTRICAL WORK 6. UNLESS SHOWN OTHERWISE (BRANCH CIRCUITING SEPARATE GREEN SYSTEM GROUNDING A. 1600 WATTS MAXIMUM PER 20A/1 P BRANCH CIRCUIT, SHALL BE IN STRICT COMPLIANCE WITH THE A-19 CONDUCTOR RUN FROM THE MAIN SWITCH BRANCH CIRCUIT. NATIONAL ELECTRICAL CODE, THE LOCAL COUNTY LIGHT, "WP" INDICATES WEATHERPROOF GROUND TO ALL PANELS AND FROM GROUNDING C ELECTRICAL CODE AND POWER COMPANY. ALL EXCELINE LUGS ON EACH PANEL TO EACH BRANCH 1 MATERIALS SHALL BE NEW AND FREE FROM 175 CIRCUIT DEVICE AND FIXTURE IN ACCORDANCE WALL DEFECTS, & SHALL BEAR THE UNDERWRITERS' LABEL. STARTER/DISCONNECT WITH THE SPECIFIC RULES OF ARTICLE 250 OF EMERGENCY BATTERY LIGHTOLIER E5W THE NATIONAL ELECTRICAL CODE. ALL PANELS 1.03 CONTRACTOR SHALL THOROUGHLY INVESTIGATE 120 SHALL HAVE A SEPARATE NEUTRAL BAR SITE BEFORE BIDDING. NO CHANGES WILL BE XE ISOLATED FROM STANDARD NEUTRAL BAR FOR LIGHTOLIER ALLOWED IN CONTRACT PRICE FOR WORK 1 GROUNDING. – REQUIRED TO COMPLY WITH EXISTING CONDITIONS. 1.02 THE FACILITIES AND EQUIPMENT REQUIRED TO 1.04 ALL ELECTRICAL WORK SHALL BE DONE IN A NEAT INDICATE NUMBER OF CONDUCTORS, SHORT SLASH IS HOT, LONG SLASH IS NEUTRAL (GROUND WIRE NOT SHOWN). LONG SLASH WITH FLAG INDICATES AN EXTRA GROUND FOR PROVIDE ALL ELECTRIC POWER FORCONSTRUCTION, ISOLATED GROUND BRANCH CIRCUITS. 2 #12, 1#12G MINIMUM 3/4"C (UNLESS OTHERWISE NOTED AND WORKMANLIKE MANNER. OR MARKED), QUANTITY OF ARROWS INDICATES QUANTITY OF HOMERUNS TO PANELBOARD. LIGHTING, BALANCING AND BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND O COORDINATE EXACT LOCATION OF THERMOSTAT WITH MECHANICAL PLANS. PROVIDE TESTING CONSUMED PRIOR TO FINAL 1.05 SPECIAL REQUIREMENTS: SUBMIT FIVE (5) COPIES COORDINATE EXACT LOCATION OF TEMPERATURE SENSOR WITH MECHANICAL PLANS. PROVIDE ACCEPTANCE OF THE PROJECT SHALL BE BOX AND 1/2' CONDUIT TO ABOVE ACCESSIBLE CEILING SPACE. OF TECHNICAL INFORMATION ON ALL EQUIPMENT IN CONNECTION FOR MOTORIZED DAMPER. COORDINATE REQUIRED CONTROL VOLTAGE 24 OR 120 PROVIDED UNDER THE ELECTRICAL CONTRACT. WITH MECHANICAL CONTRACTOR. BINDER. MARK-UP PRINTS OF THE DESIGN 16300 ELECTRICAL DISTRIBUTION SYSTEM FIRE ALARM AUDIO/VISUAL FLUSH IN CLG.–WHITE DRAWINGS WITH RED PENCIL AS ITEMS ARE FIRE ALARM AUDIO/VISUAL – 80" A.F.F. –WHITE LMJ FIRE ALARM MINI HORN – 80" A.F.F.–WHITE INSTALLED, AND SUBMIT TWO COPIES SHOWING 1.01 ALL WIRING DEVICES SHALL BE SPECIFICATION SMOKE DETECTOR. AN ACCURATE "AS -BUILT" RECORD OF THE ENTIRE DUCT SMOKE DETECTOR – FURNISH AND WIRED BY ELECTRICAL, INSTALLED BY MECHANICAL. GRADE. SWITCHES SHALL BE QUIET TYPE. DUCT SMOKE DETECTOR REMOTE TEST STATION ® 68" A.F.F. "C" INDICATES FLUSH SYSTEM. TEST EACH ITEM OF EQUIPMENT, AND MOUNTED IN CEILING. RECEPTACLES SHALL HAVE GROUND TERMINAL. MAGNETIC DOOR HOLD OPEN. SUBMIT TABULATED TEST INFORMATION, SECURE POWER AND COMMUNICATION POLE m LOW VOLTAGE TRANSFORMER MOUNT ABOVE ACCESSIBLE CEILING FROM THE MANUFACTURER'S REPRESENTATIVE A EDWARDS #591 IN OUTLET BOX ® FLOOR MOUNTED RECEPTACLE CHECK–OUT MEMO ON EACH ITEM OF EQUIPMENT. 16400 LIGHTING FIXTURES RECESSED JUNCTION BOX FOR WORK STATION PARTITION. PROVIDE FLEX CONNECTION TO PARTITION SUB–BASE. COORDINATE EXACT LOACTION OF SERVICE GIVE THE OWNER INSTRUCTION IN THE OPERATION CONNECTION WITH PARTITION SUPPLIER. –18" A.F.F. COMMUNICATION BASE FEED. PROVIDE 4" SQUARE BOX AND RUN (2) 3/4" C. OF THE SYSTEM. SECURE FROM THE OWNER A 1.01 ALL LIGHT FIXTURES SHALL BE FURNISHED CARD READER OUTLET BOX 048" A.F.F. 3/4" C TO ABOVE ACCESSIBLE SIGNED MEMO STATING THAT TECHNICAL INFORMATION, CEILING SPACE. COMPLETE WITH LAMPS, AND ALL NECESSARY PUSHBUTTON STATION FOR DOOR BELL ® 48" A.F.F. AS -BUILT DRAWINGS AND INSTRUCTIONS IN DOOR BELL @ 7'-6" A.F.F. EDWARDS #156G-3AM-6VDC MOUNTING HARDWARE, HANGERS AND TRIM. KEY PAD OUTLET BOX AT 54" AFF 3/4" EMPTY CONDUIT ABOVE ACCESIBLE CEILING SPACE. OPERATION HAVE BEEN RECEIVED. SUBMIT MEMO CATV OUTLET BOX AT 18" AFF 3/4" EMPTY CONDUIT ABOVE ACCESIBLE CEILING SPACE. LIGHT FIXTURES SHALL BE BID AS SPECIFIED IN 4) TO THE ARCHITECT. THE LIGHTING FIXTURE SCHEDULE. ALL ^ FLUORESCENT BALLASTS SHALL BE AUTO - i• RESET, CLASS P, ETL, CBM WITH EXTERNAL FUSE AND FUSE HOLDER. ALL FLUORESCENT 16100 BASIC MATERIALS AND METHODS LAMPS AND BALLASTS TO BE ENERGY SAVING TYPE. 1.01 RACEWAYS AND FITTINGS: ALL RACEWAYS SHALL BE GALVANIZED RIGID STEEL WITH LOCKNUTS AND BUSHINGS, WITH THE EXCEPTION THAT WHERE SPECIFICALLY ALLOWED BY THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES, BRANCH CIRCUIT RACEWAYS MAY BE (MC), (E.M.T.) ELECTRICAL METALLIC TUBING OR PVC SCHEDULE 40. (PVC MAY BE USED BELOW GRADE ONLY.) E.M.T. SHALL BE JOINED WITH STEEL COMPRESSION TYPE FITTINGS. 1.02 CONDUCTORS: BRANCH CIRCUIT CONDUCTORS SHALL BE (#12 UNLESS OTHERWISE NOTED) "THW OR THWN" COPPER (NO ALUMINUM SHALL BE PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE). ALL BRANCH CIRCUITS SHALL BE WIRED WITH COLOR -CODED WIRE WITH THE SAME COLOR USED FOR A PHASE THROUGHOUT. COLOR -CODE SHALL BE AS FOLLOWS: PHASE A- BLACK, PHASE B- RED, PHASE C- BLUE, NEUTRAL- WHITE, GROUND- GREEN. Q 0 m 0 0 cu m cu c� d 75 41 d 0 m P� cu 0 c� Cu cit 0 (1) / U) m 0 75 C5 u d Ln v u O Q T Li a O s Q / U) o) 4> v E C5 Ln 4I QJ u O Q u u Z cH c Q LLJ BRANCH CIRCUIT WIRING NOTES: 1. WIRING IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL CONDITIONS, MANUFACTURER 2. WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL OUTLETS INDICATED WITH CIRCUIT NUMBERS AND PANEL DESIGNATIONS. NOTES 3. ALL SWITCH CONTROLS SHALL BE PROVIDED WITH WIRING AND CONDUIT AS REQUIRED, WATTS 4. ALTHOUGH ALL BRANCH CIRCUIT WIRE AND CONDUIT IS NOT SHOWN, IT IS INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH CIRCUIT WIRING SYSTEM BE INSTALLED. 5. PROVIDE A GREEN GROUND CONDUCTOR IN ALL CIRCUITS, APPROPRIATELY SIZED INCREASE CONDUITS TO ACCOMADATE GROUND CONDUCTOR. B 6. UNLESS SHOWN OTHERWISE (BRANCH CIRCUITING INSTRUCTIONS): A. 1600 WATTS MAXIMUM PER 20A/1 P BRANCH CIRCUIT, UNLESS SHOWN OTHERWISE. A-19 B. 6 CONV.OUTLETS MAXIMUM PER 20A/1P BRANCH CIRCUIT. PHOTOCELL–TORK #2101 MOUNT ON ROOF FACING NORTH. PROVIDE CONDUIT SEAL AT ROOF PENETRATION. B R JUNCTION BOX 1/2" FLEX NOT TO EXCEED 6', ALSO DO NOT FLEX FIXTURE TO FIXTURE LIGHT FIXTURE tYPICAL FIXTURE MOUNTING DETAIL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I I I I I 120V o I I N - I 8 POLE MECHANICALLY HELD TC" COIL. SQUARE "D" 8903/ #LXG80V02 "PHOTO–INITIATED TIMjEC W/ 120V LIGHTING CONTACTOR PHOTO–INITIATED 11ME CLOCK. TQRK#T920L EXTERIOR BUILDING PACKS PAN I HP1 i �_ ' SPARE I � I I I NOTES: 2. "POTO" DENOTES "PHOTONON -11ME OF'F". (LC -1 3•„ POPO” DENOTES "PHOTO ON – PHOTO OFF". 4. MOUNT IN NEMA 313 CABINET. SIZE AS REQUIED I I ----------------------------------- LCC ADJACENT TO HOUSE PANEL EXTERIOR LIGHTING CONTROL DIAGRAM NOT TO SCALE LIGHTING FIXTURE SCHEDULE FIXTURE DESCRIPTION MANUFACTURER CATALOG NO. LAMPS VOLT MOUNTING NOTES REMARKS QTY TYPE WATTS A 96" 2 LAMP NARROW STRIP W/WIRE GUARD LIGHTOLIER SW8T232HPF-120–SO–(2) AWG3WCSP 4 TB 32 120 CHAIN ° UPPER CASE INDICATES FIXTURE TYPE. B EXTERIOR WALL FRONT LIGHTOLIER A71BAIE 1 A-19 75 120 WALL LIGHT, "WP" INDICATES WEATHERPROOF TL C EXTERIOR WALL PACK EXCELINE VR–GY-175–MA–L-1 1 MH 175 120 WALL STARTER/DISCONNECT EB EMERGENCY BATTERY LIGHTOLIER E5W 2 FURNISHED – 120 SURFACE D ® XE SINGLE FACE DICAST EXIT– BATTERY POWER/EM HDS LIGHTOLIER LLC1RB 1 FURNISHED – 120 UNIVERSAL BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL. SLASH MARKS INDICATE NUMBER OF CONDUCTORS, SHORT SLASH IS HOT, LONG SLASH IS NEUTRAL (GROUND WIRE NOT SHOWN). LONG SLASH WITH FLAG INDICATES AN EXTRA GROUND FOR ISOLATED GROUND BRANCH CIRCUITS. 2 #12, 1#12G MINIMUM 3/4"C (UNLESS OTHERWISE NOTED OR MARKED), QUANTITY OF ARROWS INDICATES QUANTITY OF HOMERUNS TO PANELBOARD. BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND O COORDINATE EXACT LOCATION OF THERMOSTAT WITH MECHANICAL PLANS. PROVIDE ACCEPTABLE MANUFACTURE SHALL BE COOPER. SUBMIT EQUAL FIXTURE CUTS TO ARCHITECT FOR REVIEW AND APPROVAL IF ALTERNATE MANUFACTURE IS USED. ELECTRICAL SYMBOL LEGEND (NOT ALL SYMBOLS ARE USED ON THIS PROJECT) SYMBOL DESCRIPTION ®A 2'X4' FLUORESCENT LIGHT FIXTURE, UPPER CASE INDICATES FIXTURE TYPE. LOWER CASE LETTER ° DENOTES SWITCH CONTROL. 2'X4' FLUORESCENT FIXTURE PROVIDE WITH 1100 LUMEN 3 LAMP BATTERY PACK. WIRE AHEAD OF LOCAL SWITCH CONTROL. NT 2'X4' FLUORESCENT FIXTURE PROVIDE WITH 1100 LUMEN BATTERY PACK. (NT) INDICATES FIXTURE TO BE ON 24 HRS. WIRE AHEAD OF LOCAL SWITCH CONTROL. O A RECESSED DOWNLIGHT FIXTURE. LOWER CASE LETTER DENOTES SWITCH CONTROL. ° UPPER CASE INDICATES FIXTURE TYPE. A RECESSED EMERGENCY DOWNLIGHT FIXTURE. LOWER CASE LETTER DENOTES SWITCH CONTROL. ° UPPER CASE INDICATES FIXTURE TYPE. ®� EXIT SIGN. FACE AND ARROWS PER PLANS. CONNECT TO LOCAL CIRCUIT. AHEAD OF SWITCH CONTROL 234P 1–POLE SWITCH, 2–POLE SWITCH, 3–WAY, 4–WAY, DIMMER SWITCH (1000W MIN.), P INDICATES PILOT LIGHT – 48" A.F.F. sm sm smw MANUAL MOTOR STARTER TOGGLE SWITCH AS NOTED; "P" INDICATES PILOT P P LIGHT, "WP" INDICATES WEATHERPROOF TL DUPLEX RECEPTACLE AT 18", DUPLEX RECEPTACLE AT 44"A.F.F., GROUND FAULT TYPE, ,}�`W }{ 0 `I -Y 0 0 0 O DC ORANGE ISOLATED GROUND TYPE, WEATHERPROOF TYPE, DEDICATED DUPLEX RECEPTACLE, W G IG WP D WS TWIST LOCK AND DROP CORD, WINDOW SIGNAGE. UJ b ® JUNCTION BOX (HEIGHT AS INDICATED), MOTOR CONNECTION, TRANSFORMER Ep ®� DISCONNECT SWITCH, STARTER OR CONTACTOR, COMBINATION STARTER/DISCONNECT DOUBLE DUPLEX RECEPTACLE – 18"A.F.F., DOUBLE DUPLEX RECEPTACLE – 44"A.F.F.. -� MEMI_ 120/208 OR 120/240V PANELBOARD – FLUSH MOUNTED, SURFACE MOUNTED C 1717 COMPUTER OUTLET AT 18" AFF. (C) 6" ABOVE COUNTER– PROVIDE 4" SQUARE BOX AND RUN 3/4" CONDUIT TO ACCESSIBLE CEILING, C D ® TELEPHONE/DATA OUTLET AT 18" AFF (C) 6" ABOVE COUNTER – (2) 3/4" EMPTY CONDUITS ABOVE ACCESIBLE CEILING SPACE. W C P TELEPHONE OUTLET AT 18". (W) WALL TELEPHONE OUTLET AT 54". (C) ABOVE COUNTER OUTLET. PAY FROM EACH TELEPHONE OE UTLET. PROVIDE 4,USE� OUTLET TO ACCESSIBLNE CEILING SPACE. P80NUMNRATED CABLE. BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL. SLASH MARKS INDICATE NUMBER OF CONDUCTORS, SHORT SLASH IS HOT, LONG SLASH IS NEUTRAL (GROUND WIRE NOT SHOWN). LONG SLASH WITH FLAG INDICATES AN EXTRA GROUND FOR ISOLATED GROUND BRANCH CIRCUITS. 2 #12, 1#12G MINIMUM 3/4"C (UNLESS OTHERWISE NOTED OR MARKED), QUANTITY OF ARROWS INDICATES QUANTITY OF HOMERUNS TO PANELBOARD. BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND O COORDINATE EXACT LOCATION OF THERMOSTAT WITH MECHANICAL PLANS. PROVIDE BOX AND 1/2" CONDUIT TO ABOVE ACCESSIBLE CEILING SPACE. © COORDINATE EXACT LOCATION OF TEMPERATURE SENSOR WITH MECHANICAL PLANS. PROVIDE BOX AND 1/2' CONDUIT TO ABOVE ACCESSIBLE CEILING SPACE. OMD CONNECTION FOR MOTORIZED DAMPER. COORDINATE REQUIRED CONTROL VOLTAGE 24 OR 120 WITH MECHANICAL CONTRACTOR. OF FIRE ALARM FULL STATION – 48" AFF, F� FIRE ALARM AUDIO/VISUAL FLUSH IN CLG.–WHITE FF FIRE ALARM AUDIO/VISUAL – 80" A.F.F. –WHITE LMJ FIRE ALARM MINI HORN – 80" A.F.F.–WHITE FF FIRE ALARM VISUAL – 80" A.F.F.–WHITE OS SMOKE DETECTOR. DUCT SMOKE DETECTOR – FURNISH AND WIRED BY ELECTRICAL, INSTALLED BY MECHANICAL. ®C DUCT SMOKE DETECTOR REMOTE TEST STATION ® 68" A.F.F. "C" INDICATES FLUSH MOUNTED IN CEILING. T MAGNETIC DOOR HOLD OPEN. © POWER AND COMMUNICATION POLE m LOW VOLTAGE TRANSFORMER MOUNT ABOVE ACCESSIBLE CEILING EDWARDS #591 IN OUTLET BOX ® FLOOR MOUNTED RECEPTACLE FLOOR MOUNTED TELEPHONE/DATA OUTLET © RECESSED JUNCTION BOX FOR WORK STATION PARTITION. PROVIDE FLEX CONNECTION TO PARTITION SUB–BASE. COORDINATE EXACT LOACTION OF SERVICE CONNECTION WITH PARTITION SUPPLIER. –18" A.F.F. COMMUNICATION BASE FEED. PROVIDE 4" SQUARE BOX AND RUN (2) 3/4" C. O TO ABOVE ACCESSIBLE CEILING. –18" A.F.F. CR CARD READER OUTLET BOX 048" A.F.F. 3/4" C TO ABOVE ACCESSIBLE CEILING SPACE. (Q PUSHBUTTON STATION FOR DOOR BELL ® 48" A.F.F. .0 DOOR BELL @ 7'-6" A.F.F. EDWARDS #156G-3AM-6VDC KP KEY PAD OUTLET BOX AT 54" AFF 3/4" EMPTY CONDUIT ABOVE ACCESIBLE CEILING SPACE. ❑1V CATV OUTLET BOX AT 18" AFF 3/4" EMPTY CONDUIT ABOVE ACCESIBLE CEILING SPACE. 4) ^ i• l EWEN ARCHITECTURE & MANAGEMENT, INC 601 N. ORLANDO AVE SUITE 103 MAITLAND, FLORIDA PH 407-539-1419 FX 407-539-1617 E"22230CFL.RR.COM AA 0003299 THESE DRAWNGS ARE COPY— RIGHTED RYHYRN ARCHITECTURE & MANAGEMENT, INC. 1981-2003 THIS COPYRIGRT AND OTHER RIGHTS RESTRICTS THE USE OF THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY 1BRE PREPARED. REPRODUCTIONS, CHANCES, OR ASSIGNMENTS ARE STRICTLY PROHIBITED. caca m REVISIONS PROD N0.:2302I13 DATE: 3/28/03 DRAWN: CEB CHECK. • Af* w a 0 i m Q) 75 c- d �n -p E 0) E U O Q U U z H Y c � Q w. T\/nln AI rnn AI 1 T kIA\IT PROVIDE TYPE "B" AT. 80" AFG �— IYFWAL WK 4 IIXIURES PROVIDE TYPE "C AT '6" BELOW ROOF LINE 4 1 (�L P �C EWEN ARCHITECTURE & MANAGEMENT, INC 601 N. ORLANDO AVE SUITE 103 MAITLAND, FLORIDA PH 407-539-1419 FX 407=539-1617 E"22230CFL.RR.COM AA 0003299- � B OF WPM FOR P29PARED. GNGBS. OR STRICT r O REVISIONS tOWNER COMM 4/23/03 PROJ NO.:230218 DATE: 3/28/03 DRAWN. CM CHECK. 4p ■ ■ Cq • • w oj es • Ica .5 REVISIONS tOWNER COMM 4/23/03 PROJ NO.:230218 DATE: 3/28/03 DRAWN. CM CHECK. 4p \ \ / \ \ [� G \ � � \ , \ � \� \ ( \ \ . � \ � (�� y \\ \ / \\ 3 (\ / << 3 » s »< » < u r « » x / \ < \ : / \ � A � \ x , \ ( § o < � £ , ( \ � \ ( \ g � a � \ � / a � \ ( � E L ° x \� 0 . \ \\ I i c