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Sherry Drive 150D C 1 A U LOCATION MAP N.T.S. CIVIL G--001 SITE IMPROVEMENT PLAN ARCHITECTURAL 1 2 3 ADDITIONS AND REMODELING COMMUNITY PRESBYTERIAN CHURCH 150 SHERRY DRIVE ATLANTIC BEACH ,FLORIDA 32233 G--•101 COVER SHEET / PERSPECTIVE A--100 SITE PLAN A--101 DEMOLITION PLAN A.---102 FLOOR PLAN A---103 REFLECTED CEILING PLAN A--104 ROOF PLAN / DETAILS A-201 EXTERIOR ELEVATIONS A,-301 BUILDING SECTIONS A,--302 EXTERIOR WALL SECTIONS X---303 EXT. WALL SECTIONS / INT. SECTIONS AL -401 ENLARGED FLOOR PLANS Ale -501 DETAILS, ENLARGED PLANS AL -601 SCHEDULES / DETAILS P E R S P E C T I V E INDEX OF DRAWINGS STRUCTURAL S--101 FOUNDATION PLAN S-102 ROOF FRAMING - PLAN S-201 TYPICAL DETAILS S-202 TYPICAL DETAILS S--203 TRUSS ELEVATIONS S-204 SECTIONS S-205 SECTIONS S-206 SECTION S S---207 SECTIONS S-501 GENERAL NOTES S-502 GENERAL NOTES MECHANICAL M--101 MECHANICAL -PLAN M---102 MECHANICAL DETAILS / SCHEDULE & SECTION 4 a VICINITY MAP N.T.S. City of Atlantic Beach planning and Zoning Departmer$ This approval verHles eomplienoe with applicable zoning, subdivision and other local land development regulations, but does not constitute approval for the Issuance of permits. Compliance with Florida Building Code and all other applicable local. State and F ral permitting requirements must be verified nature of the C Atlantic Beach Building 1 prior to !ha ago Building Perm AppnwW Sfl' un ve Sip n n J ELECTRICAL 3 4 E--101 SCHEDULES DETAIL E-102 ELECTRICAL DEMOLITION PLAN E-103 ELECTRICAL POWER & LIGHTING PLANS E-104 ELECTRICAL SOUND PLAN r'h(lI, f' o 9 Isdo nNla in O11d 0 00HQ31 114 ED . iiij.y F! dyN., City of Atkintic Bach Suilding ant] Zoning 1 2 m 3 4 V, 10 . awlie L Architects, Inc. 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE #AAC001735 PHONE(904) 723 - 3895 FAX (904) 725 - 5564 EMAIL; VRLOVRLARCHITECTS.COM WWW.VRLARCHITECTS.COM PROJECT ARCHITECT: STEPHEN LAZAR, A leaZ1_ N0-4 x Z r..,Qi, x vin. CQ 0C:) xh Q O 4 MARK DATE DESCR. CD 19 JUL 02 FINAL q': T PROJECT 0014 CAD FILE 0014GO01 DRANM BY: SVT CHK'D BY SFL HEFT TITLE: COVER SHEET, PERSPECTIVE G- 10.1 SHT. 1 OF 1 a PAD 1 EXISTING BUILDING EXISTING 1' BUILDING 20. MEET EXIST. GRADE °o CONST. PRE --FORMED G EXPAINSION MATERIAL A/C CONST. CONCRETE 0 TYP.:) PAD SIDEWALK (SEE DETAIL) not FOR WALL DETAILS SEE STRUCTURAL PLANS CONCRETE D CONST, MIN. 6" DIA. y CONST. SIDEWALK. ELE)V. BOLLARDS (TYP.) 1,5" HIGHER 'THAN EXIST. (SEE ARCHITECTURAL °off PAVEMENT ELEV. (TYP..) NEW GAZEBO PLANS) C pyo E CPORCHD CONCRETE WALK CONST. H/C RAMP O I / - ` h' (SEE ARCHITECTURAL io Q / No MEET EXIST. PLANS) j R/W GRADE R/W T. 9 v rX I(f ) \ 12"RCP . EOP EX 8" wM O EX 8" wM EX 8" WM - 30» RCP 53+0)0 29"X45" ERCP 54+00SHERRY __ DRI V 00 CONST. 4" THERMO. , ti STA. 53+01.93 SHERRY DRIVE = CONSt. THERMOS STA. 56+07.11 G (TYP.) STOP BAR h STA. 10+00 FIRST STREET PTYP )T ARROW 60' R W sTA. 10+00 s MIAMI C&G . (TYP.)) -- - EX, t a"'TC S.S. V-100! Ca O o o OHIE nHi o o18 CP 5 CON WAL o 0, V,' 6' 12 00C BENCHMARK BELL SOUTH c> t J R\ /C J S'LY. MOST NUT o t k ° °, I V E s m I OF FIRE HYDRANT 1 I EL. 13.26 •s W) CD`vC. SITE PLAN PAD EXISTING BUILDING EXISTING BUILDING p F,p A/C O PAD REMOVE EXIST. CONC. n B SIDEWALK & STAIRS °2 COORDINATE W/ ARCHITECTURAL PLANS) CpNCRErE Cep il- CPORCD CONCRETE WALK R/W / R/W 0 Uz " _ ___ -- 12"RCP EOP EX 8" WM O - EX 8" WM EX 8" WM 30" RCP 53+00 29"X45" ERCP 54+00 — 00 U S,E RRY DRI Fl STA. 53+01.93 SHERRY DRIVE_ STA. 56+07.1 z G (TYP.) -1 STA. 10+00 FIRST STREET z 6 ( R STA. 10+00 SI c;,'"7 MIAMI C&G (TYP.) , OHE . W o nHl o O , t QS A RC, j 5 CON WAL 'oc'' r o BENCHMARK !.° BELL SOUT z E ; '01 S'LY, MOST NUT). Rl s.. ; I OF FIRE HYDRANT w)++ s i EL. =13.26 R CONC: y ( DEMOLITION PLAN, Lu 1 I 2 06/31./02 k 3 4 VARIES (SEE PLANS) FIN, GRADE 4 3,000 PSI l/f/,\/1`.l/j''`"'` FIBER MESH ADDITIVE TO CONCRETE CONCRETE (MIN. 3 LBS PER CUBIC YARD) NOTILS: 1. (PROVIDE TROWELED JOINTS IN SIDEWALK EQUALLY SPACED IIN ANY ONE RUN AT INTERVALS APPROX. EQUAL TO THE. SIDEWALK WIDTH. 2. (.PROVIDE 1/2" EXPANSION JOINT WITH PREMOULDED EXPANSION JJOINT FILLER AT ALL INTERSECTIONS OF STRUCTURES OR BUILDINGS AND AT 40' MAXIMUM SPACING, TYP. CONC. SIDEWALK SECTION N. T. S. SJC JOB #02-003. S. JOHNSON CONSULTANTS, INC. wm 1730 SHADOWOOD LANE, STE 308 JACKSONVILLE, FL 32207 904) 721-' 1888, 721--8464 FAX LICENSE EB ---0007681 MEN4 v ftl L Architects, Inc. 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE #AAC001735 PHONE 904 723 ---3895 FAX 904) 725 -- 5564 EMAIL: VRLOVRLARCHITECTS.COM WWW. VRLARCHI TECTS. COM PROJECT ARCHITECT: WILLIAM K RINAMAN, AIA s k yyrrM w M+••11 W Ca 07 0 A q 1 00/04/02 ISSUE MARK IDATE I DESCR. PROJECT #: 0014 CAD FILE _#: DRAWN BY: SJJ CHK'D BY: SEJ SHEET TITLE: SITE IMPROVEMENT PLAN G 0 0 1 SHT. OF 150' v%e_0I` v Dr. I 2 81'--4" f n - f! a T RA 4 °4 41 L - _ 4 I NI IN I CONFIRM LIMIT II OF DEMOLITION I III IIIiII I IN FIELD- I I III IN I 1 CUT EXTERfOR_ III IIIWALL'TO FIT NEWIWINDOWTO II •1 BE REMOVED ;'O x 7 -0 Q) III I NI IN l III III I DOORS TO E III I REMOVED SOFFIT ABOVE yl IN I SPEAKER lI I I I Y 1 I I I I! NI III I I CHAMBER rill 11 I I I I I; I I j l i NI IN 1 1 TO . B E- j I WA I LS 43E REMOVED RE QV DI 1 LjVA4TO. BE EXIST'G. PEWS 1 ADD COVERT i J11 IIREM0VEDREMOVEDBYPLATEWHEREII1 . OTHERS L CLG. FIXTURE I I I,,- PULPIT AREA REMOVED BE REMOVED REMOVE EXISTG_. T II II Ill I I II. FFIT ABOVE DIFFUSERS, ENLARGE . j ! I I T9 1BE REMOVE EXIST'G. OPENINGS TO I I I I I WA4L TO BE FIT NEW DIFFUSERS I I 1 III 1 II REMOVED (SEE 471C H) , I I III I L._ — aril l I 1 i I I I I 1 L, Li II II AED RI QD E AI ZEXIST'G. LIGHT FIXTURES TO i REMAIN RELOCATE _- I/ / DISCONNECT I I __ I __ , SOFFIT A VE CUT EXTERIOR - WALL„ TO FIT, NEW 3'-0" x 7 -0 1p RELOCATE THERMOSTATAS REQ'D. COMPRESSOR TO BE REMOVED EXIST G. PALM TREE O TO BE REMOVED AND RELOCATED PER OWNER INSTRUCTIONS 3 i-- CUT HOLES ItN CEILING TO FIT NEW (DIFFUSERS. j (6) NP. REMOVE EXISTING STEPS, STOOP, RAILING,- SIDEWALL REMOVE EXISTING RAMP, RAILING REMOVE EXISTING DOOR REMOVE WALLS, WINDOWS AND DOORS. COORIDINATE WITH STRUCTURAL. 'STAINED GLASS WINDOW AND (DOORS TO BE RELOCATED. S,.H. WINDOWS TO BE RELOCATED. n I STEPS TO BE REMOVED - COLUMNS TO BE REMOVED REMOVE EXISTIING STEPS & LAND)ING FOR SITE DEMOLITION REFER TO) CIVIL SITE PLAN. (G-001) CLEAR EXISTING VEGETATION THIS AREA FOR; NEW GAZEBO AND COVERED (DECK. COMPRESSOR TO BE REMOVED REMOVE EXIST'G. DIFFUSERS, PATiCH GYP. BD. CLG. ml 4 LEGEND II DOORS TO . BE REMOVED t] WINDOWS TO BE REMOVED WALLS TO BE REMOVED 4 1 75 Architects, Inc. 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE IAAC001735 PHONE 904 723 - 3895 FAX 904 725 - 5564 EMAIL: VRLUVRLARCHITECTS.COM WWW. VR LAR C H I TECTS. C OM PROJECT ARCHITECT: STEPHEN LAZAR, IA 11 ily N > a MARK DATE DESCR. Co 19 JUL 02 FINAL PROJECT Ik 0014 CAD FILE . 0014A101 DRAWN BY. SYT CHWD BY: SFL SHEET TITLE: DEMOLITION PLAN A -- 10 I SHT. 4 OF gal L 1 ROWLOCK NEW CURB NOTE: CITY PAVING CONTRACTOR TO ADD 1 " PAVEMENT IN 12 AGGREGATE BRICK EDGE MONTHS TO MAKE FINISH I FLUSH CONDITION a a ° Q CURB SECTIONI It 1 Scale: 1 1/2 = 1 —0 A102. AGGREGATE FIN, BRICK VENEER 4" CONC. I N LAY SLA A 4 4 SEE STRUC. FOR SIZE & REINIFL. BRICK INLAY SECTION 2 Scale: 1 1/2 = 1 —0 A102 MTL. NOSING W/ GROOVES C & ANCHOR MTL. RAILING SEE EXTERIOR of ELEVATIONS 1 TYPICAL STAIR DETAIL Scale 1 1/2" = 1'-0" MTL. RAILING, MTL. SLEEVE CAST IN PLA( B CONC. EDGE -- SEE STRUCTU BRICK VENEEf STEPS @ COVERED PORCH Scale: 1 1 2 1 ' --0 MTL. RAILING, MTL. SLEEVE CAST IN PLAC A AGGREGATE — FINISH EXIST'G. PAVEMENT 01 SEE ENLARGED PLAN 2 1_6to 8 _ 9>_6„ 5'- 11 I I I STO GE I I 011 81'-4 rrrr JIuwulf l IEXISTING l fltilfilf[I:IIfIICJf ll l rrlCC IlkV f rIlIIIIfIIIIIIIIIfIIITfIIIIIICIifC_F / `<'" I 1 I I O NEW CMUI DOWN 8'f cD A301 WN I W/ STUCCO I 03 rn o I I WN 00 3 II A102 M EC H' 03 01 o F. E. i I 004-» C1--------------dV I I 3'X7' A/C i• PAD +1,_2„ 14,fI-----_._...._.....___-.-____ I I- - - - - - -, - I ' I I I 002 I I r BRICK INLAY SECTION Scale: 1 112" = V-0" 1 N 00 I in 0 on PULPIT I z RELOCATED ELECT'L + PLATFO M I I A w I STAINED GLASSAt ROOM RE NABLE RAIL- SEE A303 ( FIT OVER -- ---- C L _ -__-_ _ _ _ _ -_-_ I EXIST. -D001) I EXISTING SANCTUARY I- 2 I2 - 2 A301 A301 005 I —_-_.___._--___.__ - __ __- - _-,• L-1 NA THEN I I I 6 POST I - +1 - II 0 0 TYP. w ii O i I -- -- - - w C w I 3'X7' A II - I I I I PAD I + 1, ^ 2„ L 009 4006) A102 I 07 I F. E. Q7 cos I COVERED W I PORCH MECH'L. zI I IROOM1 `y I ' I CONC. STAIRS W/ u; A 1 MTL. NOSING ( ) TYP WN WN 02 I = III - I y .. RIC,. AVE A4o1ph POOP SEE ENLARGED PLAN -. _ / OF WAfrWAY 7 SET ___.- .._._--- - _.__.. y ____ -_.__- - .• :' I = K PAVERS GAZEBOI_- ____A, _ 2 6„ 8'-6j' 9,_6„ -11 32'_8 of LJ 12'-.-o„ 81'--4" 3 A401 II SEE ENLARGED PLAN ICK VENEER BRICK W, TER TABLE J. ' f PASKET WEAVE BRICK PAVERS SAND SETT) AGGREGAT ON STEPS W/ FEATHERI ASPHALTI RAMP SLOPE 1" I NEW BRICKI ROWLOCK 1 O2 I I 2 A401 EEE ENLARGEq PLAN I rn I i N 4 FLOOR PLA[ Scale: 1/8" = 1'--0" 4 ALIGN NEW WALL WITH FACE OF EXISTING PORCH LEGEND NEW 2x6 OR 2x8 STUD WALL NEW 8" CMU U.N.O.) NOTES 1 • EXIST'G.. WD. FLOOR TO RELIEVE NEW NATURAL FINISH BENEATH EXIST'G. PEWS ONLY. CARPET ALL OTHER FLOOR SURFACES AND RISERS, IN SANCTUARY CARPET IN NARTHEX SHALL' HAVE 1 FOOT BORDER AL EXPOSED CONC. TO RECEIVE AGGREGATE FINISH.. 2 V, m Architects, Inc. 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE #AAC001735 PHONE(904) 723 -.3895 FAX (904) 725,- 5564 EMAIL: VRL®VRLARC4TE6TS.COM WWW.VRLARCHITECTS.COM Y PROJECT ARCH CT: STEPHEN !_AZA AIA Pycrz y 0 w ` r fx7 E C/D En Q pW0 w MARK DAIS DESCR. CD 19 JU 02. FINAL PROJECT * 0014. CAD FILE 0010102 DRAWN BY: SVT CHK'D BY: SFL SHEET TITLE: FLOOR PLAN A-, 10 I BRICK INLAY SECTION Scale: 1 112" = V-0" 1 N 00 I in 0 on PULPIT I z RELOCATED ELECT'L + PLATFO M I I A w I STAINED GLASSAt ROOM RE NABLE RAIL- SEE A303 ( FIT OVER -- ---- C L _ -__-_ _ _ _ _ -_-_ I EXIST. -D001) I EXISTING SANCTUARY I- 2 I2 - 2 A301 A301 005 I —_-_.___._--___.__ - __ __- - _-,• L-1 NA THEN I I I 6 POST I - +1 - II 0 0 TYP. w ii O i I -- -- - - w C w I 3'X7' A II - I I I I PAD I + 1, ^ 2„ L 009 4006) A102 I 07 I F. E. Q7 cos I COVERED W I PORCH MECH'L. zI I IROOM1 `y I ' I CONC. STAIRS W/ u; A 1 MTL. NOSING ( ) TYP WN WN 02 I = III - I y .. RIC,. AVE A4o1ph POOP SEE ENLARGED PLAN -. _ / OF WAfrWAY 7 SET ___.- .._._--- - _.__.. y ____ -_.__- - .• :' I = K PAVERS GAZEBOI_- ____A, _ 2 6„ 8'-6j' 9,_6„ -11 32'_8 of LJ 12'-.-o„ 81'--4" 3 A401 II SEE ENLARGED PLAN ICK VENEER BRICK W, TER TABLE J. ' f PASKET WEAVE BRICK PAVERS SAND SETT) AGGREGAT ON STEPS W/ FEATHERI ASPHALTI RAMP SLOPE 1" I NEW BRICKI ROWLOCK 1 O2 I I 2 A401 EEE ENLARGEq PLAN I rn I i N 4 FLOOR PLA[ Scale: 1/8" = 1'--0" 4 ALIGN NEW WALL WITH FACE OF EXISTING PORCH LEGEND NEW 2x6 OR 2x8 STUD WALL NEW 8" CMU U.N.O.) NOTES 1 • EXIST'G.. WD. FLOOR TO RELIEVE NEW NATURAL FINISH BENEATH EXIST'G. PEWS ONLY. CARPET ALL OTHER FLOOR SURFACES AND RISERS, IN SANCTUARY CARPET IN NARTHEX SHALL' HAVE 1 FOOT BORDER AL EXPOSED CONC. TO RECEIVE AGGREGATE FINISH.. 2 V, m Architects, Inc. 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE #AAC001735 PHONE(904) 723 -.3895 FAX (904) 725,- 5564 EMAIL: VRL®VRLARC4TE6TS.COM WWW.VRLARCHITECTS.COM Y PROJECT ARCH CT: STEPHEN !_AZA AIA P ycrz y 0 w ` r fx7 E C/D En Q pW0 w MARK DAIS DESCR. CD 19 JU 02. FINAL PROJECT * 0014. CAD FILE 0010102 DRAWN BY: SVT CHK'D BY: SFL SHEET TITLE: FLOOR PLAN A-, 10 NEW WOOD ---- SOFFIT TO MATCH EXIST'G 1 A501 j-- TYP. NEW T&G 1x6 IWD. CIG. TO MATCH EXISTING f PATCH CEILING AS REQUIRED) RECESSED -wrPROJECTION SCREEN R/A CHASE SEE MECH'L. Il SPEAKER HOUSING 2) NP. o J ALUMINUM — SOFFIT TO MATCH EXISTING 1.03 3 NEW BAROMETER RELIEF GRILL SEE MECH.) NEW DIFFUSERS EXISTIN A CLG. EXIST'G. (o ' z Q RECESSED 0 oLIGHTCOVE57< w V o s 4 0. c d - I u ELECTRICALLY OPERATED PROJECTOR PLATFORM o 0 SEE NOTE #1 BELOW 0 s 1= p- 10P- 2 it NEW DIFFUSERS Z w orte_ Q wV) O EXISTIf`* CLG, O Q Ii NEI DIFFUSERS NEW BAROMETER RELIEF GRILL SEE MECH.) REFLECTED CEILING PLAN I EXISTING WALL TO REMAIN aff Olson 0 4 PENDANT FIXTURES INVERTED HIP GYP. CEILING FALSE BEAMS TO LINE UP WITH EXTERIOR COLUMN APPLIQUE EXPOSED T&G ROOF DECK, PAINTED 6x6 WOOD COL. W/ 1x WRAP 1 i m m Architects, Inc. 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE #AAC001735 PHONE 904 723.- 3895 FAX M4) 725 -- 5564 EMAIL:- VRL®VRLARCHI ECTS.COM WWW. VR LAR C H I TEC TS. C O M r PROJECT ARCHITECT: STEPHEN JLAZ, APA SOL`( OZ GAZEBO- CD 19 JUL 02 FINAL SEE SPECS. PROJECT 0014 CAD FILE 0014A103 DRAWN BY: SVT CHK'D BY: SFL SHEET TITLE: LEGEND n "" 27 OR 320 DIFFUSERS. DEFLECTED CEILING PLAN p SPEAKERS o NEW LIGHT FIXTURES o EXIST'G. LIGHT FIXTURES 3 4 NEW DOOR, FRAME FIXED WOODNEW T&G SOFFIT TRANSOM PANEL EXIST'G. ROOF TO REMAIN TC) MATCH EXIST'G. T.O. PLATE NEW CRICKET & SCUPPER 16'-0" A.F.F. _ T.O. WALL " gam 4-15'- 0 A.F.F, NEW BEAM _- T.O. BEAM 9'-7"±, MATCH EXIST'G. T 7 T.O. COL. EXISTING BLDG - 8'-3 1 /2"t OPEN OPEN WALK) 5R. ® 7" = 35" WAY EXIST. 6x8 COL. W/ NEW 1x BASE WRAP 1'-2" A.F.F. NEW CMU BLOCK NEW. 6x8 COL. STUCCOLL / BEYOND APPLIED SECTION 1 W/ 1 x BASE WRAP Scale: 1/8" = 1'-0" A-201 ( 3) TYP. SOUTH • ELEVATION B Scale: 1/8" -- 1'---0" I SECTION 2 Scale: 1/8" = 1 ' -0" A--201 1 A--201 SECTION 3 Scale: 1/8" = 1'-0" A-201 I- A-201 A-201_ NEW SHED ROOF II r CRICKET & -' SCUPPER BEYOND GUTTER &DOWN -------- -. - = STRUCTURE EIXIST'G. SPOUT, BEYOND r BEYOND HANDICAP RAMP 31- RAILING-- I - ;.- o OPEN i i 0 _ --- f 00 - - - ®® T. 0. STAIR i + 0'--0" AFF FIN: GRD. I 2' -0" T.O. STAIR CONC. SIDEWALK, 1'-2" A.F.F.BEYOND WEST ELEVATION Scale: 1/8" = 1 _O,> 3 4 1 , N OTE 1 • CONFIRM EXIST'G. FINISH GRADE & FINISH FLOOR ELEVATIONS I Ilr 1111 III II III II II III II IM II II IH II III __ III) 'ill Ig91 111 III III IM 11111111111 II II II I 1111 111 CONC. STAIR W/ METAL NOSING, TYP, EXIST'G. DOORS TO REMAIN; SECURE IN CLOSED POSITION 2) TYP; REPAIR SIDING t BELOW. DOORS AFTER STOOP REMOVED. mm " v L Architects, Inc. 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE #AAC001735 PHONE 904 723 - 3895 FAX 904 725 -- 5564 EMAIL: VRL®VRLARCHITECTS.COM WWW. VRLAR CH I TE C TS. COM PROJECT ARCHITECT: STEPHEN LAZAR AIA Cn w a Ow H QO IX4 w N A Cn o MARK DATE DESCR. CD 19 JUL 02 FINAL PROJECT: 0014 CAD FILE it 0014A201 DRAWN BY: SVT CHWD BY: SFL SHEET T1TLE EXTERIOR ELEVATIONS A-20 1 SHT. S OF 31 X50 e-(-pv 1 Scale: 1/ 80o 1'-0" C NEW DOOR, FRAME FIXED WOOD TRANSOM PANEL' LOUVER VENT TO MATCH 12 Ia^ GUTTER & T.O. PLATE I DOWN SPOU 16'-0,> A.F.F. T.O. WALL i 15'-a" A.F.F. NEW SHED ROOF EXTENSION11 d. 00 1:10 5R. ® Ito. 35„ 0 110 1'-2" A.F.F. 3 4 NEW DOOR, FRAME FIXED WOODNEW T&G SOFFIT TRANSOM PANEL EXIST'G. ROOF TO REMAIN TC) MATCH EXIST'G. T.O. PLATE NEW CRICKET & SCUPPER 16'-0" A.F.F. _ T.O. WALL " gam 4-15'- 0 A.F.F, NEW BEAM _- T.O. BEAM 9'-7"±, MATCH EXIST'G. T 7 T.O. COL. EXISTING BLDG - 8'-3 1 /2"t OPEN OPEN WALK) 5R. ® 7" = 35" WAY EXIST. 6x8 COL. W/ NEW 1x BASE WRAP 1'-2" A.F.F. NEW CMU BLOCK NEW. 6x8 COL. STUCCOLL / BEYOND APPLIED SECTION 1 W/ 1 x BASE WRAP Scale: 1/8" = 1'-0" A-201 ( 3) TYP. SOUTH • ELEVATION B Scale: 1/8" -- 1'---0" I SECTION 2 Scale: 1/8" = 1 ' -0" A--201 1 A--201 SECTION 3 Scale: 1/8" = 1'-0" A-201 I- A-201 A-201_ NEW SHED ROOF II r CRICKET & -' SCUPPER BEYOND GUTTER &DOWN -------- -. - = STRUCTURE EIXIST'G. SPOUT, BEYOND r BEYOND HANDICAP RAMP 31- RAILING-- I - ;.- o OPEN i i 0 _ --- f 00 - - - ®® T. 0. STAIR i + 0'--0" AFF FIN: GRD. I 2' -0" T.O. STAIR CONC. SIDEWALK, 1'-2" A.F.F.BEYOND WEST ELEVATION Scale: 1/8" = 1 _O,> 3 4 1 , N OTE 1 • CONFIRM EXIST'G. FINISH GRADE & FINISH FLOOR ELEVATIONS I Ilr 1111 III II III II II III II IM II II IH II III __ III) 'ill Ig91 111 III III IM 11111111111 II II II I 1111 111 CONC. STAIR W/ METAL NOSING, TYP, EXIST'G. DOORS TO REMAIN; SECURE IN CLOSED POSITION 2) TYP; REPAIR SIDING t BELOW. DOORS AFTER STOOP REMOVED. mm " v L Architects, Inc. 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE #AAC001735 PHONE 904 723 - 3895 FAX 904 725 -- 5564 EMAIL: VRL®VRLARCHITECTS.COM WWW. VRLAR CH I TE C TS. COM PROJECT ARCHITECT: STEPHEN LAZAR AIA Cn w a Ow H QO IX4 w N A Cn o MARK DATE DESCR. CD 19 JUL 02 FINAL PROJECT: 0014 CAD FILE it 0014A201 DRAWN BY: SVT CHWD BY: SFL SHEET T1TLE EXTERIOR ELEVATIONS A-20 1 SHT. S OF 31 X50 e-(-pv 1 D C I A ORGAN CHAM B T.O. SLAB V-41) FIN, GRADE 2$-0' 3 A302 I I t I I 1 I 1 T.O. S(OFFIT g' -7„f ,A.F.G*.,_] MATCH EXIST'G. I BEARING PT. T.O. COL. 8'-3Y” A.F.G`' NEW BEAM DECORATIVE WOOD DETAIL T(O MATCH EXIST'G. NEW.. 6x8 COL. -•- W/ 1x BASE WRAP 4 EXIST'R oL-' 'TO MAIN P.T. 2x8 PL. NEW T&G SOFFIT TO MATCH EXIST -G. NEW CMU BLOCK OPEN WALL W APPLIED WALKWAY STUCCO/ BEYOND NEW SLAB -EXISTING: SLAB 5 7. STRUCT'L. ILDING SECTION 3 1/4" ; 1'-o„ A -3o1 L_j ILVII IBJ I I V . Scale: 1/4" — 1'--0" A-301 2 3 4 m Architects, Inc. 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE #AAC001735 PHONE(904) 723 -- 3895 FAX (904)• 725 --' 5564 EMAIL: VRLUVRLARCHITECTS.COM WWW. VRLARCHITECTS.COM PROJECT ARCHITECT; STEPHEN LAZAR, AIA iqJt,U( Z a mum w QwCAL) CoU Q O W HCS H C W MARK DATE DESCR. CD 19 JIIL 02 " FINAL PROJECT it 0014 CAD FILE , 0014A301 DRAWN BY: SVT CHK'D BY: SFL SkEET TITLE: BUILDING SECTIONS A... 301 SHT. OF1 I P.T. 6x6 — WOOD POST BEYOND' ALUM. THRESHOLD B METAL RAILING SEE SPECS. '90# BLDG. FELT BETWEEN 4" CONC. SLAB r• ALUM DRIP EI TO MATCH ALUM. WRAPP FASCIA TO MA EXIST'G. ALUM. SOFFIT TO MATC H LOUVER VEN1 TO MATCH EXISTING PULPIT PLATFORM IIS q 1f- 2" A.F.F. u ,>\ \\ ice\\\\: M ECH' L. LOUVER SEE VINYL SI TO MATC NEW 2x1 HEADER DOOR AE SCHEDUL ob SLAB FIN. GR/ 2'-0" CONC. FOOTIN( SEE STRL NEW FIBERGLASS 3 SEE STRUCTU NEW TRUSSES ANCHORS NEW FIBERGU SHINGLES TO EXISTING ALUM DRIP EDGE TO MATC H 15'– 0'' A. F. F. ALUM. WRAPPED FASCIA TO MATC EXIST'G. NEW 2x8 STUDS 16" O.C. EXIST'G. COLUMN BEYOND DOOR AS - SCHEDULED FLOOR 0" A.F.F. 4 R-19 -- INSULATION 7 2 _ _..-------------------------- -- m Architects, Inc. 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE #AAC001735 PHONE 904 723 -- 3895 FAX 904 725 - 5564 EMAIL: VRL®VRLARCHITECTS.COM WWW. VR LAR CH I TECTS. COM PROJECT ARCHITECT: STEPHEN LAZAR, AIA N Q Q; w w N Q 0CDE-4 MARK I DAIS I I DESCR. CD 119 JUL 02 1 FINAL 1L CUT EXIST. - LW_=== FLR. JOIST PULPIT PLATFOR C OIR DEL AS SHOWN K PROJECT it 0014 C5 CAD FILE 0014A302 DRAWN BY: SVT IST G. FL JOIST, CHK'D BY: SFL NEW 4" TH K. `ClCONC. SLAB P.T. BASE PLATE EXIST'G. PILASTER SHEET TITLE; GRADE aF,/ i`%i—2 —0 EXTERIOR WALL TURN DOWN SECTIONS 4 FOOTING COMPACTED & TREATED FILL EXIST'G. CONST. NEW CONST. EXIST'G. CONST. EXT. WALL SECTION 3 A -3Q2 SCALE: 3/4" = 1 >-0" 3Oi 4 SHT. 10 OF 1 D I— U) z 0 U Ca U) X w IC Q w ry 0 o w Z --j o w o a- I B A NEW LOUVER VENT BEYOND TO MATCH EXISTING ALUMINUM SIDING, EXISTING T.O. PLATE 12'- 0 " A. F. F. NEW VINYL SIDING TO MATCH EXIST'G. NEW 5/8" CDX PLYWOOD VAPOR MEMBRANE OVER SHEATH'G. THRU WALL FLASHING NEW COLUMN APPLIQUC ROWLOCK BRICK 1 " AIR SPACE BRICK VENEER WATER TABLE THRU—WALL FLASHING & , WEEP HOLES FIN. GRADE CONC. FOOTING - SEE STRUC. 1 2 3 4 2) 2x6 w z EXIST"G.I E-ENG'G. TRUS`.SES 24" O.C` 2x4 BLOCKING ADD NEW 6" BLOWN INSULATION T.O. B M of A-11 12p— Q.F.F. fFL SURFACE EXIST'G. CLG. BEAM— SEE C14STRUCT. I FALSE BEAM - --PEAKED OPENING BEYOND BEYOND 1/2" G.W.B. 2x4 UNDER FRAMING NARTfHEX WALL BEYOND— ALIGN W/ EXIST'G. BASE- 4" C(ONC. SEE FINISH MATCH [SLAB SCHEDULE FOR EXISTING FLOOR COVERING 11 rJ lam• f / 4r/, V,';-- a -----•--.—_._.._—..._._--_—_—_.----------------___...-- VAPOR BARRIER 1 COMPACTED & TREATED FILL 8" CMU FOU VD. WALL ADDITION AND REMODELED AREA EXIST'G. CONST. SCALE: 3/4" = 1'-0" 1 3'— 6" A. F. F. 2x6 LEDGER 2Y2"O PIPE (TYP). STL. PIPE HOLDER TO FIT 2Y2" O PIPE COL. 200 JOISTS CSD 16" 0. C. 2Y2" PIPE COL.— THRU--BOLT PIPE Yz" PLYWOOD ON 2x6 STUDS 2x6 STUDS CSD 16" 0. C. Kv I HANDRAIL HRL-5000 OR EQ.) T.O. WALL PICTURE MOLDING PIC -7000 OR EQ.) CO ,----CUT HIOLE IN N 2x4 PLATE-. BASE MOLDING BAS -1000 OR EQ.) 2x% FRAMING 2x8 @ 48" O.C. STEEL PIPE HOLDER TO TO FIT 2;"0 PIPE C.OL. PULPIT PLATFORM SECTION A SCALE: 3/4" = 1'-0" A -3o3 PULPIT PLATFORM SECTION SCALE: 3/4" 1'-0" A A303 2x6 JOISTS @ 16" 0. C. PULPIT PLATFORM 1'-2" A.F.F. 21'-11" 2 EQ. EQ. EQ. EQ. EQ. J LOCKING CLAMP TOP & BOTTOM 2x6 STUDS --- 3 PER SEGMENT r C ` / ENLARGED PLAN SCALE: 1/2" = 1 ' --0" 899 1 /2" PLYWOOD PICTURE MOLD 4'-0" O.C. 4'-0" 0. C. D ETAI L (a:) SCALE: 1" = 1'-0' A2 HANDRAIL HRL-5000 OR EQ.) LOCKING CLAMP OPPOSITE SIDE) 101 " TYP. r 5jo I I N I I 1' 2" A.F.F. 2 3 BASE MOLDING BAS --1000 OR EQ.) ELEVATION D SCALE: 1/2" = 1'-0" A-303 JL VIVILIY I 'IV '"t' _v U. U. SPLICED @ 45' (TYP)., I f I I I I PICTURE MOLDING PIC -7000 OR EQ.) 4 STAGGER JOINT JOINT I 19 ve 0 Architects, Inc.. 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE #AAC001735 PHONE 904 723 — 3895 FAX 904) 725 -- 5564 EMAIL: VRL®VRLARCHITECTS.COM WWW. VR LAR C H I TECTS. C OM PROJECT ARCHI T: STEPHEN LAZAR, VIA lima Q or) wU wcqwE4wq o gyp cn Cn A w C) d w MARK DATE DESCR. CD 19 JUL 02 FINAL PROJECT 0014, CAD FILE 0014A302 DRAWN BY: SVT CHK'D BY: SFL SHEET TITLE: EXTERIOR WALL. SECTIONS, INTERIOR SECTIONS A 3 3 SHT. II OF jl 2 I I I I I I I I I I I I I I I I I I I I I I i I I I i I I I RELOCAhEDI I I STAINED GLASS) i I I i 2 0 i 0 v-• BRICK --- VENEER w 0 Q] al I Co C5 z z w a 0 w z NARTHEX COLUMN- SEE STRUCTURA 0 I 007 11 4 1 SEE B I 3 o SHT. 2 r2 4j 0 I I BRICK 2 f 1" 3 WATEF 1 TABLI in ( I I o a I PAD L A----------------- SEE NOTE. 11 I - 1-9111 f 005 w v "nc* `_,n 0 F.E. acv A303 f 00.E ROOM 008 I + --- -- OQ.7B f I N CV I 007 4 A30 r- W P.T. 6x6 COL. 6 A303 A 2 FILTER ACCES A3oz A302 DOOR, 2 TYP.- ENLARGED FLQ0 0 --0 ENLARGED LOOR PLAN 2 f ORGAN SPEAKER Sale; 1 4» 1 p" Z.:. ... .., A--401 1.' Scale: 1 /4" = 1'-0" A--ao1 CHAMBER ABOVE 2 0 i 0 v-• BRICK --- VENEER w 0 Q] al I Co C5 z z w a 0 w z NARTHEX COLUMN- SEE STRUCTURA 0 I 007 11 4 1 SEE B I 3 A302 SHT. 2 r2 0 I RAILING BRICK VEN EE I I A o2 I WATEF 1 TABLI 00 I 3 -10 3' 10' CO l 1tl 1KN COVERED I PORCH BASKET WEAVE BRICK PAVERS SAND SET) r• i i rrrrr rr +. 3 RAILING 5 A102 P.T. 6x6 WD. COL (TYP). HANDRAIL BROADCAST RIVER BED AGGREGATE ON CONC. STEPS & SLAB TO MATCH EXIST'G. BRICK PAVERS MUD SET) NEW BRICK ROWLOCK mi ENLARGED FLOOR PLAN Scone: 1/4" = 1'-0" ryninv % irK1r-r•n EINLARGED FLOOR PLAN r4 Scole: 1/ 411 N CITES 1 -REMOVE EXCIST'G. HARDWARE FROM; REINSTALL iDOORS, SECURE IN FRAME; PROVIDE WOOD STUDS, SHEATHING & 30# FELT \VAPOR BARRIER ON OUTSIDE; 5i/8" GYP. BD. ON INSIDE. 2. CARPET. IN, NARTHEX SHALL HAVE 1 FOIOT BORDER 3. ALL EXPOSIED CONC. TO RECEIVE AGGREGATE 'FINISH. 4 IVCVV It I.VIVl1. SLAB HANDICAP RAIL, BRICK WATER TABLE LEGEND C_ -11 NEW 2x6 OR 2x8 STUD WALL NEW 8" CMU U.N.0 ) A -4a SHT. I'L OF SII Architects, Inc. 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE #AACO01735 PHONE 904 723 -- 3895 FAX 904 725 -- 5564 EMAIL: VRL®VRLARCHITECTS.COM WWW. VRLARCHI TECTS. COM PROJECT ARCHITECT: STEPHEN LAZAR, AA 9 MARK I DATE I DESCR. CD 119JUL 02 1 FINAL F'KWECT ,f: 0014 CAD FILE f. 0014A1 DRAWN BY: SVT CHWD BY: SFL SHEET TITLE: ENLARGED FLOOR PLANS SEE B I I i I I 4 r` SHT. A304 B RAILING 03 j 1'^„ I2 I I A o2 Iin ( I I o a I PAD L SEE NOTE. 11 I - 1-9111 f MECHANICAL f 00.E ROOM 008 I + --- -- OQ.7B f I n OF -'WALKWAY. I j0074 V I II. - AZE 0 P.T. 6x6 COL. A 2 FILTER ACCES A3oz A302 DOOR, 2 TYP.- ENLARGED FLQ0 PLAN 1 ENLARGED LOOR PLAN 2 f Sale; 1 4» 1 p" Z.:. ... .., A--401 1.' Scale: 1 /4" = 1'-0" A--ao1 3 RAILING 5 A102 P.T. 6x6 WD. COL (TYP). HANDRAIL BROADCAST RIVER BED AGGREGATE ON CONC. STEPS & SLAB TO MATCH EXIST'G. BRICK PAVERS MUD SET) NEW BRICK ROWLOCK mi ENLARGED FLOOR PLAN Scone: 1/4" = 1'-0" ryninv % irK1r-r•n EINLARGED FLOOR PLAN r4 Scole: 1/ 411 N CITES 1 -REMOVE EXCIST'G. HARDWARE FROM; REINSTALL iDOORS, SECURE IN FRAME; PROVIDE WOOD STUDS, SHEATHING & 30# FELT \VAPOR BARRIER ON OUTSIDE; 5i/8" GYP. BD. ON INSIDE. 2. CARPET. IN, NARTHEX SHALL HAVE 1 FOIOT BORDER 3. ALL EXPOSIED CONC. TO RECEIVE AGGREGATE 'FINISH. 4 IVCVV It I.VIVl1. SLAB HANDICAP RAIL, BRICK WATER TABLE LEGEND C_ -11 NEW 2x6 OR 2x8 STUD WALL NEW 8" CMU U.N.0 ) A -4a SHT. I'L OF SII Architects, Inc. 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE #AACO01735 PHONE 904 723 -- 3895 FAX 904 725 -- 5564 EMAIL: VRL®VRLARCHITECTS.COM WWW. VRLARCHI TECTS. COM PROJECT ARCHITECT: STEPHEN LAZAR, AA 9 MARK I DATE I DESCR. CD 119JUL 02 1 FINAL F'KWECT ,f: 0014 CAD FILE f. 0014A1 DRAWN BY: SVT CHWD BY: SFL SHEET TITLE: ENLARGED FLOOR PLANS FBI C n F0 1 N I J" PLYWOOD DIVIDER 1 x 1 WD STOP VELCRO NYLON SCREEN PANEL WITH VELCRO ATTACHMENT 12' — Off' 4 r L i vvvvv DAIKITC-n SPEAKER HOUSING PLAN SCALE: 1" = 1'-0" 4 ELEVATION 2 SCALE: 1 " = 1'-0" A-501 K TRIM TO MAT( EXISTING PEW BASE BOARD TO MATCH 3 EXISTING 6 NEW SPEAKER HOUSING SECTION A SCALE: 1 " = l'—O" A- 501 3" OAK BULLNOSE 3/4" FINISHED HARDWOOD ELEVATION D SCALE: 3/4" = l'—O" A-501 TRIM TO MATC W/ EXISTING BASE BOARD TO MATCH OAK BULLNOSE LOCKING WOOD STOP ON SCREEN PAN VELCRO aCHMENT BY GER'S PIANO" KNEE SPACE 4" FINISHED IARDWOOD ARPETED RAISED PLYWOOD SUPF LATFO R M LO' --6" A. F.F. EXIST'G. PEWS FIN. FLR. D ETAI L rc SCALE: 3/4" = 1 V-011 110 3 4 EXISTING [ NEW SPEAKER HOUSING SECTION B SCALE: 1 " = 1'-0" A-501 1. BLOCKING x 1 WOOD STOP JYLON SCREEN PANEL V/ VELCRO ATTACHMENT 4" PLYWOOD AINTED X4 FRAMING UPPORT 4" PLYWOOD AINTED v ENLARGED PLAN SCALE: 3/4" = l'—O" 4 IN PEAVEY MIXER SRC 6024 25"x42" 5"H ON COUNTER PTRK RACKS BELOW COUNTER SIDE PANELS TO 6" ABOVE CNTR m CCU zm Architects, Inc, 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 3221.1 LICENSE . #AAC001735 PHONE(904) 723 - 3895 FAX (904) 725 -- 5564 EMAIL: VRL®VRLARCHITECTS.COM WWW. VRLARCHIYECTS. COM PROJECT ARCHITECT: STEPHEN LAZAR, IA 1 cn I Hwy PQ . 04 cn Q w C) dam. MARK DATE DESCR. CD 19 JUL 02 FINAL PROJECT It 0014 CAD FILE : 0014A302 DRAWN BY: SVT CHK'D BY: SFL SHEET TITLE: DETAILS, ENLARGED PLANS A-501 SHT. j& 0f I , w; 1 D 1/2" G:W.B. WOOD CASING MATCH EXISTING WINDOW BLINDS MATCH EXISTING I:NDOW I-An D ETAI LS' 1/ 212 SHEATHING W/• BLD'G' .FELT AW,M..;SIDING & DRI MATCH _EXISTING z ~--ALUM.. WINDOW MATCH : EXISTING UJ = 1 r6 I PROJECT ARCHITECT: STEPHEN (AZAR, AIA__ r 1 a 11-- 0" MIN. PROJECT ARCHITECT: STEPHEN (AZAR, AIA__ r 1 a A 50 1: A SECTION SCALE: I" - 1'-0" 5205 IW12 LSX4X1,/2"XO'-3" W;/ 2-5/8 0 LAG BOLTS)' MIN. EMBEDMENT 3 1/2- t t -n 0 a X. SECTION_[4 SCALE:" 1''-0"5205 1 2 SECTION SCALE: I" - 1'-0" 5205 IW12 LSX4X1,/2"XO'-3" W;/ 2-5/8 0 LAG BOLTS)' MIN. EMBEDMENT 3 1/2- t t -n 0 a X. SECTION_[4 SCALE:" 1''-0"5205 r. 4 t. 1" II :. 1 ..ry _. r }'.. r r r , 4 ,.. 1 r f,, , Y F r .... .. i'. r 1 t ' . T.' ••iI /' Y f r ,. /.' .. t, t.' r- ... r. ti rs r. L i. c r f 5 r rA i' 1. 7: i 1 r.:. I f 1 S _ _- 1 y7 r 1 . i - - EXIST. t I. -- I LINE OF BUILDING . ROOF. SHEATHING 12 o . . . 561 --61 O.C.. CONC:, .SLAB SEE BEYOND SEE PLAN 1 6 CONT PLAN EL: VARIES t 1 I f I I I I I r I I I.: 1 yr=11 1111 f 1M a I J 1 l .- - ROOF JOIIST COMPACTED WOOD BEAM % SEE . PLAt V 1, pn FILL SEE PLAN -- MIN t HURRICA yE TIE VAPOR . EA. J©IST BARRIER - WOOD POST W POST CAP & ffCTtV, BASE BEYOND SCALE: ,4" 1' 0" S2p6 . 5.' CONC.' SLAB 1— 5 CO SLE PLAN 4 X 2 + HK. 0 . 2 Wp O.G. t•. ;• F #5 ®1'-6 0 C-- CONC. SLAB, CONT. — SEE PIAN 1 • " IT- I —l--I I --L I IFi rjT=1I f' 1 ,. - 1" i r i r. Y F i'. 4 I- 4---1 Od NAILS EA. JOIST EXPANSION JOINT MATERIAL LJ LJ iJ EL.+12,-0. RDOF SHEATHING ' FIELD VERIFY ti SEE PLAN 12WOODBEAB0MND 4 I EL.+12'-0" 6501 ARLINGTON EXPRESSWAY FIELD VERIFY BUILDING A SUITE 101 . JACKSONVILLE, F 32211 LICENSE #AAC001735 • PHONE (904) 723 — 3895 FAX . (904) 725 — 5564 . EMAIL: VRL®VRLARCHITECTS.COM . EXIST. WOOD I WWW.VRLARCHITECTS.COM. TRUSS . I 0 C C A STRUCTURAL LUMBERI PLYWOOD 2 QTY REQ' DRAFTERS 3 . 625.1, ALL PLYWOOD SHALL CONFORM TO THE MOST CURRENT ' APPLICABLE 610.1. ALL STRUCTURAL LUMBER SHALL CONFORM TO THE MOST CURRENT H2.5 SPECIFICATION AND SUPPLEMENTS OF THE AMERICAN PLYWOOD 5-8d APPLICABLE SPECIFICATIONS OF THE AMERICAN INSTITUTE 'OF TIMIBER , 610.7. ASSOCIATION. INDICATED LOADS AND AT THE SPAN AND SPACINGS SHOWN ON THE CONSTRUCTION. STRUCTURAL WOOD FRAMING WILL BE PERMITTED WITHOUT PRIOR CONTRACT DRAWINGS SHALL MEET THE FOLLOWING CRITERIA: LTS12 REVIEW AND APPROVAL OF ENGINEER AND ARCHITECT. 625.2. ALL PLYWOOD WALL AND ROOF SHEATHING 'SHALL BE 5/8 INCH "APA 610.2. ALL STRUCTURAL LUMBER SHALL BE AS A MINIMUM N0, 2 GRADE 610.8. RATED SHEATHING", 32/16 SPACING, EXPOSURE 1. ALL PANELS SHALL BE LENGTH/360. SOUTHERN PINE AND SHALL HAVE AT LEAST THE FOLLOWING MINIMUM SPAN OR AS INDICATED ON THE DRAWINGS., NAILED WITH 10d COMMON NAILS 'AT 6 INCHES ON CENTER. AT ALL ENDS 8-8dX1 ALLOWABLE DESIGN STRESSES AND MODULUS OF ELASTICITY AT A THE SPAN LENGTH/240. AND EDGES AND AT 12 INCHES ON CENTER AT ALL INTERMEDIATE PRESSURE TREAT WITH WATER—BORNE PRESERVATIVES ALL LUMBER FOR MAXIMUM MOISTURE CONTENT OF 19%: 8--8d SUPPORTS. a. Fb.(BENDING). ; .1,100 PSI OR EARTH. PRESSURE TREATMENT SHALL COMPLY WITH REQUIREWENTS BRACING AT TOP AND BOTTOM CHORDS REQUIRED TO STABILIZE. THE b. Fv.(SHEAR). . .. . . . . . . . . . . . . 90 PSI 625.3: ALL PLYWOOD PANEL END JOINTS SHALL OCCUR OVER SUPPORTS AND c. Fc. COMPRESSION). . ..1,500 PSI 610,10. SHALL BE STAGGERED ONE: HALF PANEL LENGTH FROM ADJACENT d. FQTENSION). . . . . . . .575 PSI BY THE 'TRUSS JOIST CORPORATION' WITH AT LEAST THE FOLLOWING MINIMUM PANELS. PROVIDE 1/8 INCH SPACE AT PANEL ENDS. e. E . . . . . . . . . . . . . : . . . .1,600,000 PSI CALCULATIONS STAMPED BY A REGISTERED PROFESSIONAL ENGINEER a. 610.3. ALL LUMBER SHALL COMPLY WITH PS 20 "AMERICAN SOFTWOOD LUMBER WOOD TRUSSES, WHICH INDICATE TRUSS CAPACITIES AND DEFLECTIONS, STANDARD" AND WITH THE APPLICABLE RULE OF INSPECTION AGENCIES E . . . . . . . . . .. . . :2,000000 PSI. CERTIFIED BY AMERICAN LUMBER STANDARD. FACTORY MARK EACH 630.1. WOOD TRUSSES SHALL CONFORM TO THE MOST CURRENT. APPLICABLE PROVIDE MINIMUM 4" BEARING FOR ALL "MICRO=LAM" MEMBERS. PIECE OF LUMBER WITH GRADE STAMP OF INSPECTION AGENCY 610.12, VERSION OF THE DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE EVIDENCING COMPLIANCE WITH GRADING RULE REQUIREMENTS. TO THE MOST. CURRENT SPECIFICATION OF THE AMERICAN PLYWOOD CONNECTED WOOD ROOF TRUSSES, OF THE TRUSS PLATE INSTITUTE, INC. ASSOCIATION WITH AT LEAST THE FOLLOWING MINIMUM DESIGN STRESSES: AND THE, NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE 610.4. STRUCTURAL STEEL PLATES, ANGLES, ETC., SHALL BE ASTM A36.. b. LUMBER AND ITS FASTENING, OF THE NATIONAL FOREST PRODUCTS CONTRACTOR TO SUBMIT SHOP DRAWINGS ON ALL MISCELLANEOUS E . . . . . . . . . . .2,000,000 PSI ASSOCIATION. d. METALS FOR REVIEW BY STRUCTURAL ENGINEER. PARALLEL TO GRAIN . . . . . .2,900 PSI 630.2, WOOD ROOF -TRUSSES SHALL BE DESIGNED TO SUPPORT THE LOADS 610.5. ALL BOLTS SHALL BE 5/8 INCH DIAMETER ASTM A307 U.N.O. WITH 2 Ft (TENSION). . . . , . . . . . . , .2,400 PSI INDICATED BELOW AT THE SPACING INDICATED 'ON THE DRAWINGS. 610.13, WASHERS PER BOLT U.N.O. a. UNIFORM TOP CHORD DEAD LOAD . . . . . . . . 15 PSF PARALLAM PSL MEMBERS. ALL PARALLAM. STRUCTURAL LUMBER SHALL b. UNIFORM BOTTOM CHORD DEAD LOAD., . .10 PSF 610.6. EXTERIOR STUD WALLS SHALL BE CONTINUOUSLY BRIDGED AT c. LATERAL LOADS IN ACCORDANCE WITH THE STANDARD 610.14. MID—HEIGHT WITH WOOD BLOCKING. PROVIDE CONTINUOUS DOUBLE 2x6 BUILDING CODE. 3 4 M I J1c H10 Simpson Strong -Tie H1 p 9 HWCD15 TOP PLATE TYPIAL ALL WALLS. BRACE ALL EXTERIOR BUILDING QTY REQ' DRAFTERS 3 . CORNERS WITH PLYWOOD SHEATHING FASTENED TO STUD WALLS, TO TO PLATES FULL HEIGHT FO A MINIMUM WIDTH OF 4'—O". H2.5 1 5-8d 630.3. THE DEFLECTION OF THE FLOOR AND ROOF TRUSSES UNDER THE 610.7. NO CUTS, HOLES, OR COPES REQUIRED FOR OTHER TRADES IN INDICATED LOADS AND AT THE SPAN AND SPACINGS SHOWN ON THE 4-8d 6-8011 STRUCTURAL WOOD FRAMING WILL BE PERMITTED WITHOUT PRIOR CONTRACT DRAWINGS SHALL MEET THE FOLLOWING CRITERIA: LTS12 REVIEW AND APPROVAL OF ENGINEER AND ARCHITECT. 6--10d 6--1 Od 775 a. THE DEFLECTION DUE TO. LIVE LOAD SHALL NOT EXCEED THE SPAN 610.8. ONE ROW OF BRIDGING SHALL BE PROVIDED AT CENTER LINE OF JOIST LENGTH/360. 830 SPAN OR AS INDICATED ON THE DRAWINGS., b. THE -DEFLECTION DUE TO THE TOTAL LOADS SHALL NOT EXCEED 8-8dX1 8-8dX1 THE SPAN LENGTH/240. 610.9. PRESSURE TREAT WITH WATER—BORNE PRESERVATIVES ALL LUMBER FOR 8-8d 8--8d SILL PLATES AND OTHER WOOD WHICH MAY BE EXPOSED TO WEATHER 630.4, THE WOOD TRUSS MANUFACTURER SHALL SPECIFY AND PROVIDE ALL 2 OR EARTH. PRESSURE TREATMENT SHALL COMPLY WITH REQUIREWENTS BRACING AT TOP AND BOTTOM CHORDS REQUIRED TO STABILIZE. THE 980 OF AWPA STANDARDS C2 AND FLOOR OR, ROOF STRUCTURE DURING AND AFTER CONSTRUCTION, IN 7-1 Od 7. 1 Od. ADDITION TO THE BRACING INDICATED ON THE STRUCTURAL. DRAWINGS: 610,10. ALL "MICRO=L:AM" LUMBER DESIGNATED AS "LVL "SHALL BE MANUUFACTURED 12-10d 12 —10d BY THE 'TRUSS JOIST CORPORATION' WITH AT LEAST THE FOLLOWING MINIMUM 630.5. THE WOOD TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL 2 DESIGN STRESSES: CALCULATIONS STAMPED BY A REGISTERED PROFESSIONAL ENGINEER a. FbBENDING). . . . . ... . . . . . .2,800 PSI LICENSED TO PRACTICE' IN THE STATE OF FLORIDA FOR ALL TRUSS TYPES, b. Fv (SHEAR) . . . . . . . . . . . . . .285 PSI WHICH INDICATE TRUSS CAPACITIES AND DEFLECTIONS, c. E . . . . . . . . . .. . . :2,000000 PSI. 630,6, ERECTION SHALL BE IN ACCORDANCE WITH TRUSS PLATE INSTITUTE 610.11. PROVIDE MINIMUM 4" BEARING FOR ALL "MICRO=LAM" MEMBERS. RECOMMENDATIONS. 610.12, ALL "PARALLAM PSL" LUMBER DESIGNATED AS "PSL" SHALL CONFORM TO THE MOST. CURRENT SPECIFICATION OF THE AMERICAN PLYWOOD ASSOCIATION WITH AT LEAST THE FOLLOWING MINIMUM DESIGN STRESSES: a. Fb BENDING). . . . . .2,900 PSI b. Fv SHEAR). .290 PSI c. E . . . . . . . . . . .2,000,000 PSI d. Fc (COMPRESSION) PARALLEL TO GRAIN . . . . . .2,900 PSI PERPENDICULAR TO GRAIN . . . . , . . . .600 PSI e. Ft (TENSION). . . . , . . . . . . , .2,400 PSI 610.13, ALL MEMBERS SHOWN ON PLAN WITH DESIGNATION "PSL" SHALL, IBE PARALLAM PSL MEMBERS. ALL PARALLAM. STRUCTURAL LUMBER SHALL BE APA RATED, EXPOSURE 1. ALL ADHESIVES SHALL COMPLY WITH ANSI/RITC A190.1 "WET—USE" TYPE. 610.14. ALL SIDE LOADED PARALLAM BEAMS OR COLUMNS SHALL BE SOLID AND SHALL NOT BE COMPOSED OF MULTIPLE PLIES. TOP LOADED PARALLAM BEAMS MAY BE COMPOSED OF MULTIPLE PLIES OF 1-3/4 INCH THICK MEMBERS AND SHALL . BE NAILED BY . MINIMUM OF .TWO ROWS OF 16d NAILS AT 12 INCHES ON CENTER AND GLUED TOGETHER WITH AN EXTERIOR TYPE ADHESIVE. 610.15. ALL PARALLAM BEAM ENDS WHICH FRAME INTO BEAMS SHALL BE HUNG WITH HANGERS AS MANUFACTURED BY KANT—SAG OR WITH APPRtOVED SUBSTITUTES WITH WORKING LOAD CAPACITIES EQUIVALENT TO THE: THD" OR "HDO" SERIES HANGERS, 610.16. PROVIDE END—COAT SEALING TO END AND CROSS CUTS AFTER CLOTTING TO FINAL LENGTH FOR ALL PARALLAM BEAMS. 610.17. PROVIDE NAILING PATTERN IN COMPLIANCE WITH SBC RECOMMENDIED FASTENING SCHEDULE WHEN JOINING TWO OR MORE FRAMING MEMBERS, 610.18, ALL WOOD JOISTS BEARING ENDS SHALL BE ANCHORED TO SUPPORT IN WOOD FRAMING WITH A TYPE A34 FRAMING ANCHOR, AS MANUFACTURED BY SIMPSON STRONG—TIE COMPANY, INC. 610.19.. ALL WOOD JOIST OR HEADERS ENDS WHICH FRAME INTO BEAMS SiHALL BE HUNG WITH THE FOLLOWING JOISTS HANGERS, AS MANUFACTURZED BY SIMPSON STRONG -TIE COMPANY, INC„ OR WITH APPROVED SUBSTITUTES WITH THE FOLLOWING WORKING LOAD CAPACITIES. JOIST SIMPSON LOAD SIZE HANGER CAPACITY 2X6 U26 495 LBS 2X8 U28 653 LBS 2X10 U210 833 LBS 2X12 U212 1,013 LBS 2-2X6 HU26-2 990 LESS 2-'2X8 HU28-2 1,303 LBS 2-2X10 HU210-2 1,666 LBS 2-2X12 HU21.2-2- . 2,016 LBS 11 Til IUT11 1230 LBS 16 TJI IUT14 1230 LBS 4X4 COLUMN BASE CB44 4,200 LBS 6X6 COLUMN BASE CB66 4,200 LBS 4X4 COLUMN CAP PC44 1,470 LBS 6X6' COLUMN CAP PC46 1,470 LBS 610.20. ALL ROOF JOISTS WHICH BEAR ON A STUD WALL SHALL BE ATTACfHED TO PLATE WITH TYPE H2.5 HURRICANE TIES, AS MANUFACTURED BY SIWPSON STRONG -TIE COMPANY, INC. 610,21. AT EVERY OTHER WALL. STUD PROVIDE SP2 STUD PLATE AT ROOF SAND SP1 STUD PLATE AT FLOOR AS MANUFACTURED BY SIMPSON STRONG -TIES, COMPANY, INC. 610.22. ALTERNATE CONNECTION DETAILS . MAY BE USED IF SUCH DETAILS ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. HOWEVER, THE ENGINEER SHALL BE,.THE SOLE JUDGE OF ACCEPTANCE AND TfHE CONTRACTOR'S BID SHALL, ANTICIPATE THE USE OF THOSE ' SPECIFEIED DETAILS SHOWN ON: THE DRAWINGS THE. CONTRACTOR. IS RESPONS31BLE FOR THE DESIGN OF SUCH ALTERNATE DETAILS WHICH HE PROPOSIES, 1 2 3 4 M I J1c H10 Simpson Strong -Tie H1 p 9 HWCD15 0 TRIUSS/ ' RAFTER UPLIFT. CONNECTION TO TOP ' PLATE MODEL NO. QTY REQ' DRAFTERS 3 . 0 TRIUSS/ ' RAFTER UPLIFT. CONNECTION TO TOP ' PLATE MODEL NO. QTY REQ' DRAFTERS FASTENERS (TOTAL) UPLIFT CAPACITYTOTO PLATES 1 33 J H2.5 1 5-8d 5-8d 415 H5 H1 1 1 4-8d 6-8011 4--8d 4-8d 455 490 LTS12 1 6--10d 6--1 Od 775 H2.5 2 10-8d 10-8d 830 H10 1 8-8dX1 8-8dX1 905 H5 2 8-8d 8--8d 910 H1 2 12-8dX1 j 8-8d 980 MTS 12. 1 7-1 Od 7. 1 Od. 1000 LTS 12 2 12-10d 12 —10d 1550 H10 2 16--8dX1 j 16-8dX1 j 1810 MTS12 2 14-1 Od 14-1 Od 2000 NOTES: . 1. WHERE CONNECTIONS FASTENER OVERLAPS CMU CONNECT TO CMU W/ J"O MASONRY SCREWS SAME NUMBER AS NAILS. 2. ALL CONNECTION FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG—TIE. PROJECT ARCHITECT:. COMPANY INC. OR APPROVED EQUAL. STEPHEN LAZAR, Alf>r" CONITINUOUS WALL FOOTING SCHEDULE MARK SIZE REINF. REMARKS WF2.0 2'-0" W11DE X1'-4" DEEP 4 —#4 CONT.# 3 TIES 0 24"O,C. oFOOTINGPIERSCHEDULE MARK PIER. FOOTING REMARKS Y -- 2'-=0" SQ. X 1'-4" W/ 3—#5 EACH o 1 Q WAY BOTTOM 704(16 W/ 2'-0" SQ. X 10-- 4" 2—I#5 VERTICAL W/ 3—#5. EACH U) WAY BOTTOM W Q N W .N M c 3'-0" SQ, X 1'-4" W/ 4---#5 EACH J WAY BOTTOM o Q LLIz0 Q U) 1 LLI W Q N W .N M c h- mZ U) 0. QWC OAU Q r ENTIRE QOTTOF I OF MECHANICAL ROOM. WALL, LOUVER IN GABEL. 1 \ Ti- 12X18WL 12X18WL x 70O CFM 700 CFM 70 #~ 750 l DRYWELL- \ 1 \ ` r C)11 -- , r "18x10 ((o 1 ( Mal,% I li4 - V I ' ` x,x 32"0 CD 32"0 RELIEF - 1, 14"0 NECK DIFFUSER f- ___ W/gI3D _ - -. -- - D3 r rLE 01, 18x20- T TYP. OF 2 CU C! N( OD71 0UxxCDS,, a c I_- 14x10 C) 1 cv 'l O A HU --1 - G II N E_ W i r 4* 14x10 ;WOODEN n \2I0CD % 18X20 DG O i 12"0 NECK ON EXIST. r / 600 CFM .W/OBD ; (DOOR v ' D3 S KYLE i CL)-,]' x TYP. OF 8 I I a v \ 600/# ' ,\ 60Q '\, E)OD 600 C>//,—I4x 10 C cel 5, Q 14x I i 14x10 0 C7 •14- 10 c C f 2l I I I _ I I 36xjO I , JJ i - 22x20 12x12 40 x 2.0 i Ir O^ II ` I i x a i 1 " LINER i z (. 8' AFF(: 4 A'dI r uj 4Ox2D Z2x2C) 4 I2XI2 r i36x0 ', i \ 44x40 DUCTED RETURN. AIR. C1.IAMBER 1 i ( I4xi 14x10 (0) (C) 14x10 x (C_> ACOUSTICAL LINER WITH TWO BAFFLES FULL LENGTH 'OF RAG, `STUB 36,x20 ni 10 _ -_ - a ca I , cr 600 ` r 60U `i 27" c;D ODU ,r f E 04 ! ` INTO TOP OF 40x44 CHAMBER DUCT. CU -2 lra x ' 27" 12"NECK, I Cil N I 600 CFM W/OBD { r - ------- r. D3 STYLE i 1 ) 0- TYP. OF 8 f. INEW ISPILTAROUND X I W00) = l EXISTING ROOF L L j a 118x20 DG Ii i cam. o TRUSSES. TYP. ` _ Tr a CONCRETE CURB FOR, CU -2 c i 1 -` 14xI0 ON EXIST , 1 0 r ca 10 A1tU 7 14x10 (] 107 iD00f;.. c1 `SSI. I / 600\ / 600 32"0 CD I _ EGK , X ESI 6 PVC CASING UNDERGROUND.- \ 7 750 CFM W D LINES N ASIN UUN - - - 51 b RELIEF SEAL BOTH ENDS .WITH EXPANSION FOAM. D STYLEfLf - i TYP. OF 2, - co DIFFUSER 1 I AHU -2 n F_ .,. — _ __.1 1 • , Ili II \ i / \ / E I II 18x10 ( C) L) a ;jRELOCATED,'A/C CONDENSER ' SEE ARCHITECTURAL , I _.._. - - ' _ - _ yl I. _ 10, i. 750 I i0 L. _. __ _ s:. 19_X24W11 12X24WLF I / lit 700 CFM 700 CFM DRYWELL- I f- --------; _.- _ _ ---BAROMETRIC R DAMPER1 _-.--•_-.. i _ ___ _ ...._ _. _ ..-- -.._ ____-- ROME TRIC ELIfTF DA 1 CGRAVI rY •I(PE WI I -H LICHT ` '1i tNG) I I MOUND ON 30" HI H RE TURN AIF PLENUM. E3EIIIND EXISTING ARc11-LITE h RR ,\ 1 A L I CONSjRUC r Of SHEE f. ME I -AL 16 GAGE W1 11-1 i WALL, LOUVER IN GABS i 4 1'. ACOUSTICAL Ll ER. PLENUM Tb •COVFR \ I ENTIR BU t 1OM O MECHANICAL ROOM. L ----_.-._T_:- - rte, ; i MECHANICAL P LAN SCALE: 3/18" 1' 0 Ii, 0l Architects,I>lic. DEM LITIQN NOTES: 1. REMOVE= EXISTING A/C AND DUCTWORK SYSTEMS. 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 32211 2. REMOVE EXISTING CEILING DIFFUSERS, TAKE CARE NEW 1-U BE LOCATED LICENSE #AAC001735 PHONEINEXISTINGII1CLOCAfl4l`f S. 904 723 3895 FAX 904) -- 725 — 5564 3- EXIST(N 3 DUCTWORKMOSTLY CONSTRUCTED OF DUCT BOARD WI EMAIL: VRL0VRLARCHITECTS,C0M SOME. !SF-IEET METAL. WWW.VRLARCHITECTS.COM 4. REMOVE EXI'_'; TING CONCRETE CONDENSER FADS 72" l__UNG 600 CFM PROVIDE 12x i 2'xG0 LINED PLENUM FLEX WITH DAMPER OP 110N INSTALL f•WO WOODEN FRANSF FR GRILLES IN ADJACF-N f WALL_ IN LiEIJ OF DOOR. 1"(P. F301-11 Slf ES— 4 CONSULTING ENGINEERS CERT. NO. EB --3403 M.V. CUMMINGS ENGINEERS, INC. CON SUL (ING ENGINE• ERF 5507 ARL N roti e'kN?E':SWAY,, SlWF, F3- 2!1 r;CN`ALLE FLOIN)A 32211 E_c.'NCNF ('304) 124.0660 STEPHEN LAZAR, AIA x aN V TE PROJECT 0040 CAD FILE 004OMHNI DRAWN BY: REM CHWD BY: WCK SHEET TITLE: MECHANICAL PLAN 5' U Li' 10, 10 1 S(,ALE: 3/10" .=1' [)" SHT. Z4& OF -,I 450 I z z C Cc 0O m u¢ Faz U) Q W W n p U 4 TE PROJECT 0040 CAD FILE 004OMHNI DRAWN BY: REM CHWD BY: WCK SHEET TITLE: MECHANICAL PLAN 5' U Li' 10, 10 1 S(,ALE: 3/10" .=1' [)" SHT. Z4& OF -,I 450 I D I D PIL f SUPPLY ANID RETURN AIR DUC 1 S AROUND [XISTING ROOF- TRUSSES. i'1(.I[i• AHU —2 1 I :I I,. RIJBBER IS(-)LATION1 PAD Z' I U i I - MOUNT ON 30" RICH RETURN AIR PLE-NUM. CON`; rRUGT OF SHEET METAL_ 16 CAGE WITH f " I I" ACOUSTICAL LINER. PLENUM rO COVER ENTIRE BOTTOM OF MECHANICAL ROOM. AHU-- I IS SWILAR) 1.. I F 2.4x 12W1. M 00 CFM 1 WI f f I ORD4L mr SEE ARCH. FOR FLUOR ELC:WA rION F l_E: ROVIUE: REM 1 /AE 3 Ilr l CONCRE FE: OR Y4„ CHECKER ALUMINUM METAL CAP PIL f SUPPLY ANID RETURN AIR DUC 1 S AROUND [XISTING ROOF- TRUSSES. i'1(.I[i• AHU —2 1 I :I I,. RIJBBER IS(-)LATION1 PAD Z' I U i I - MOUNT ON 30" RICH RETURN AIR PLE-NUM. CON`; rRUGT OF SHEET METAL_ 16 CAGE WITH f " I I" ACOUSTICAL LINER. PLENUM rO COVER ENTIRE BOTTOM OF MECHANICAL ROOM. AHU-- I IS SWILAR) II 6" PVC CONDUIT FOR DX LINES CONDFNSATE DfRAIN— ABOVE GRAVEL SECT ON 1 2 SIZE INDICATED ON FLOOR PLANS 3 MVD MAIN DUC F RUN STRAP TO CD -- AND TAPE JOINT DRYWALL DIFFUSE'N (C'D' WI -1-1-1 OPPOSED BLADE" DAMPER. E311L F INISHEA) GRADE I FLEX. DUCTWORK DROPS MAY BE USED WHERE HARD DUCTWORK IS INDICATED OVER CD'S INSULATE BACK OF CD WITH 2" DUCT WRAP INSULATION GYPSUM CEILING TYPICAL DIFFUSER DETAIL NOT I0 SCALE M - 10 - 12 n RADE OR r;LAB F OUNDATION DETAIL 3 N111' T S"CALE M--102 u GRAVEL LEV-E C ALE. / PLA`. FIC SDR PIPE OFA COfRIJGAI E:D 24" MIN. DRAIN PIPING „ I HOLE IN WALL O O O OF DRYWELL ON0fjpOOOO l 6" CENTERS FILL WI T11 \ o O O O a I " 1.0 2" 0 O O1f3,Q) COARSE fj GRAVEL O O 0 °--6" MIN. ALL. AROUND a -- -- _ -- 12" o 0 o ao 0 o b o o-_. o _.-- OPEN BOTTOM MIN. o DRY WELL DETAIL 5 NOT TO SCALE --:102 5-0" MIN. 0 is 4 C1Or).r DI C hII IiA 4--l"—SLOT DIFFUSER' --- l/ SLOT DIFFUSER DETAIL_ 2 NOT 1-0 SCALE M -- 102. z- It" Aiit' r f -)Ar - r - I r iAnnI DEr EA( 36x66 RETURN AIR Gr111_I.E OPEN BENIN INTO BAFFLE SYSTE SOUND ABSORBER DETAIL NO F TO SCALE 0 0' Architects, Inc 6501 ARLINGTON EXPRESSWAY, BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE #AAC001735 PHONE 904 723 •- 3895 FAX 904) 725 - 5584 EMAIL.: VRLOVRLARCHITECTS.COM WWW. VR LA R CH I TE C TS. C OM u tfmIn) s CERT. NO. ES -3403 M.V. CUMMINGS ENGINEERS, INC G0N5UL (INC EN OIWEERS .' 6501 ARUN47ON EXPRESSWAY. SUlll- B -211 ACX50NV'L(.E, "r-+.Clil';h 3«211 T..',Li-H0NF (904) 724-HGO SHEET TITLE: SPLIT SYSTEM HEAT PUMP SCHEDULE MECRANICAL DETAILS,' SCHEDULE AIR HANDLING UNIT DATA, HEAT PUMP PERFORMANCE CONDENSER FAN DATA COOLING MBH 0 HEATING 0 12'F SUPPLEMENTAL REMARKS.; AND SECTION SYMBOL SERVICE MOTOR ENT. COND. EER SYMBOL AMB 'F CFM 0"S,P. FAN TYPE DRIVE NO. RPM H. P. EA. UNIT TYPE MAXOCATIONTOTALCFM0/A CFM RPM EXT. S.P. H.P. c b wb TO AL AIR ' COND. AMB 70' INDOOR MBH ELEC. HEAT KW SPLIT UX SANCTUARY _-2 _.. _ ` `_` . -)@5 ` 06AHU-1 70CJD 1400 750 .60 5.0 77 65 235.0 163.Q 9.33 145.2 15.0 ClJ-I J5 16,240 PROPELLER DIREC 1 2 1110 1.0 1 2 3 4 5 6 HEAT PUMP MECH. F OC)M AHU-2 SPLIT DX SANG rUAR'>' C2 CCR7000140() L I750 .6U 5.0 77 65 235..0 163.0 0.33 145.2 15.0 CU --2 95 1624() PROPELLER DIRECT 2 1110 1.D : HEAT PUMP MECF-I. ROOM R. — — I 1) PACKAGE TRANS MODEL TWE2408, TWA240B OR EQUAL. SINGLE POINT ELECTRICAL SERVICE. 5 PROVIDE. EACH WITH PROGRAMMABLE 7 DAY 24 HOUR THERMOSTAT, SET AT 72'F. E DUAL_ COMPRESSORS. 0 SINGLE= POINT ELECTRICAL SERVICE FOR AHU AND ELECTRICAL HEATER. 6 AT 208/30 POWER 1 2 3 4 1.. I F 2.4x 12W1. M 00 CFM 1 WI f f I ORD4L mr SEE ARCH. FOR FLUOR ELC:WA rION F l_E: ROVIUE: REM 1 /AE 3 CONCRE FE: OR Y4„ CHECKER ALUMINUM METAL CAP II 6" PVC CONDUIT FOR DX LINES CONDFNSATE DfRAIN— ABOVE GRAVEL SECT ON 1 2 SIZE INDICATED ON FLOOR PLANS 3 MVD MAIN DUC F RUN STRAP TO CD -- AND TAPE JOINT DRYWALL DIFFUSE'N (C'D' WI -1-1-1 OPPOSED BLADE" DAMPER. E311L F INISHEA) GRADE I FLEX. DUCTWORK DROPS MAY BE USED WHERE HARD DUCTWORK IS INDICATED OVER CD'S INSULATE BACK OF CD WITH 2" DUCT WRAP INSULATION GYPSUM CEILING TYPICAL DIFFUSER DETAIL NOT I0 SCALE M - 10 - 12 n RADE OR r;LAB F OUNDATION DETAIL 3 N111' T S"CALE M--102 u GRAVEL LEV-E C ALE. / PLA`. FIC SDR PIPE OFA COfRIJGAI E:D 24" MIN. DRAIN PIPING „ I HOLE IN WALL O O O OF DRYWELL ON0fjpOOOO l 6" CENTERS FILL WI T11 \ o O O O a I " 1.0 2" 0 O O1f3,Q) COARSE fj GRAVEL O O 0 °--6" MIN. ALL. AROUND a -- -- _ -- 12" o 0 o ao 0 o b o o-_. o _.-- OPEN BOTTOM MIN. o DRY WELL DETAIL 5 NOT TO SCALE --:102 5-0" MIN. 0 is 4 C1Or).r DI C hII IiA 4--l"—SLOT DIFFUSER' --- l/ SLOT DIFFUSER DETAIL_ 2 NOT 1-0 SCALE M -- 102. z- It" Aiit' r f -)Ar - r - I r iAnnI DEr EA( 36x66 RETURN AIR Gr111_I.E OPEN BENIN INTO BAFFLE SYSTE SOUND ABSORBER DETAIL NO F TO SCALE 0 0' Architects, Inc 6501 ARLINGTON EXPRESSWAY, BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE #AAC001735 PHONE 904 723 •- 3895 FAX 904) 725 - 5584 EMAIL.: VRLOVRLARCHITECTS.COM WWW. VR LA R CH I TE C TS. C OM u tfmIn) s CERT. NO. ES -3403 M.V. CUMMINGS ENGINEERS, INC G0N5UL (INC EN OIWEERS .' 6501 ARUN47ON EXPRESSWAY. SUlll- B -211 ACX50NV'L(.E, "r-+.Clil';h 3«211 T..',Li-H0NF (904) 724-HGO SHEET TITLE: SPLIT SYSTEM HEAT PUMP SCHEDULE MECRANICAL DETAILS,' SCHEDULE AIR HANDLING UNIT DATA, HEAT PUMP PERFORMANCE CONDENSER FAN DATA COOLING MBH 0 HEATING 0 12'F SUPPLEMENTAL REMARKS.; AND SECTION SYMBOL SERVICE MOTOR ENT. COND. EER SYMBOL AMB 'F CFM 0"S,P. FAN TYPE DRIVE NO. RPM H. P. EA. UNIT TYPE MAXOCATIONTOTALCFM0/A CFM RPM EXT. S.P. H.P. c b wb TO AL AIR ' COND. AMB 70' INDOOR MBH ELEC. HEAT KW SPLIT UX SANCTUARY _-2 _.. _ ` `_` . -)@5 ` 06AHU-1 70CJD 1400 750 .60 5.0 77 65 235.0 163.Q 9.33 145.2 15.0 ClJ-I J5 16,240 PROPELLER DIREC 1 2 1110 1.0 1 2 3 4 5 6 HEAT PUMP MECH. F OC)M AHU-2 SPLIT DX SANG rUAR'>' C2 CCR7000140() L I750 .6U 5.0 77 65 235..0 163.0 0.33 145.2 15.0 CU --2 95 1624() PROPELLER DIRECT 2 1110 1.D : HEAT PUMP MECF-I. ROOM R. — — I 1) PACKAGE TRANS MODEL TWE2408, TWA240B OR EQUAL. SINGLE POINT ELECTRICAL SERVICE. 5 PROVIDE. EACH WITH PROGRAMMABLE 7 DAY 24 HOUR THERMOSTAT, SET AT 72'F. E DUAL_ COMPRESSORS. 0 SINGLE= POINT ELECTRICAL SERVICE FOR AHU AND ELECTRICAL HEATER. 6 AT 208/30 POWER 1 2 3 4 C 2 3 120/208V, 30, 4W SURFACE MOUNTED WITH 400A M. B. BOLT --ON BREAKERS IC. KT. VOLT CKT., VOLT POLE TRIP REMAfKS POLE TRIP A,,, REMARKS 15 '1 3 100 "l 2,900 PANEL 'B' 16 3 H 30 8400 DIMMER PANEL 'DP' T7 D. CKT.VOLT N0`, POLE C 2 3 120/208V, 30, 4W SURFACE MOUNTED WITH 400A M. B. BOLT --ON BREAKERS IC. KT. VOLT CKT., VOLT POLE TRIP REMAfKS POLE TRIP A,,, REMARKS 15 '1 3 100 "l 2,900 PANEL 'B' 16 3 H 30 8400 DIMMER PANEL 'DP' T7 120/208V, 30; 4W,SURFACE MOUNTED WITH 100A M L 0. BOLT -ON BREAKERS CKT.VOLT N0`, POLE 18 REMARKS CKT, NO. POLE TRIP 19 2 100 12000 FLOWER RM I.PNL..,(EXIST.) 20 1 20 21 HVAC TIME CLOCK 3 1 20 ` 22 1 20 23 1 20,, 20:: 1. 24 1 20 25 1 . 20 ' : 1 26 1 20 27 1 2020 1 20 540 1 20. 29, 1 20 FIRE ALARM DUCT MOUNTED DETECTOR 20 30 1 20 20 31 1 20 1- 20 32 1. 20 33 1 20.. 34 1 20 35 1 ` 20 1 20 36 1 20 37 1 20 1 20 38 1 20 20 39 1 20.. 40 1 20 1 1 41 1 20 1 42 1 20 20 TOTAL CONNECTED LOAD 124,768 '' VOLT :AMPS. PANEL "B1" 120/208V, 30; 4W,SURFACE MOUNTED WITH 100A M L 0. BOLT -ON BREAKERS CKT.VOLT N0`, POLE TRIP AMP REMARKS CKT, NO. POLE TRIP VOLT AMP REMARKS 1 1 20 720 - _ RECEPTACLES (EXTERIOR) 2 1 20 200 HVAC TIME CLOCK 3 1 20 ` 1500 PROJECTOR & SCREEN 4 1 20 300 EXISTING CIRCUITS 5 ` 1. 20:: 720 RECEPT. CONTROL BOOTH 6 1 20 300 EXISTING CIRCUITS 7 1 20 900" RECEPTACLES 8 1 20 300 EXISTING CIRCUITS 9 1 20 540 RECEPTACLES- PIANO 10 1 20 300 EXISTING CIRCUITS Q FIRE ALARM DUCT MOUNTED DETECTOR 20 720 RECEPTACLES 12 1 20 300 EXISTING CIRCUITS 13 1- 20 500 SPARE . 14 1 20 300 EXISTING CIRCUITS 15 1. 20 500 SPARE 16 1 20 300 EXISTING CIRCUITS 17 1 20 500 SPARE . 18 1 20 300 EXISTING CIRCUITS 19 1 20 500 SPARE 20 1. 20 300 EXISTING .CIRCUITS 21 23 1 1 SPACE SPACE 22 24 1 1 20 20 300 1800 EXISTING CIRCUITS LIGHTS 25 1 SPACE 26 1 20 200. LIGHTS 27: 1 SPACE 28, 1 20 500 SPARE 29 1 - - SPACE 30 1 20 100 EXIT LIGHTS TOTAL CONNECTEDEOAD -= 12,900.. VOLT AMPS 2 DIMMER PANEL "DP" 120/208V, 30, 4W SURFACE MOUNTED CNT_ VOLT AMPS REMARKS CKO, VOLT AMPS REMARKS 1 600 RECESSED SPOT LIGHTS 2 600 RECESSED SPOT LIGHTS 3 600 RECESSED SPOT LIGHTS 4 600 RECESSED SPOT LIGHTS 5 1500 CHOIR LIGHTS 6 1200 CHOIR LIGHTS 7 900 NORTH., SIDE --SANCTUARY 8 900 CENTER -SANCTUARY 9 900 SOUTH SIDE -SANCTUARY 10 600 WALL WASH LIGHTS AT CROSS LSI 200---5-8 1---200 PAR 46/3MFL IN COVE G PORTFOLIO HD7790OL1.HSA-8=15' 1-30OW PS25 RECESSED H J K EXISTING LIGHT SURE---LITES PORTFOLIO 12 AWG IN %"C. UNLESS INDICATED OTHERWISE - GROUND CONDUCTORS NOT INCLUDED, LETTER AND NUMBER INDICATES PROVIDE NEW LAMP EMERGENCY LIGHTS. WALL WASH -AIM AT CROSS CU--I-NCPCL HD.7-791011 2-5,4W (INCLUDED), 1 30OW PS25 WALL RECESSED FIRE ALARM ANNUNCIATION DEVICE "S" INDICATES VOICE EVAC SPEAKER W/STROBE Q FIRE ALARM DUCT MOUNTED DETECTOR QH FIRE ALARM HEAT DETECTOR, CEILING MOUNTED AFF ABOVE FINISHED FLOOR TOTAL CONNECTED LOAD = 8.400 VOLT AMPS LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CAT. NO. LAMP MOUNTING REMARKS A SHAPER LIGHTING 407-INC---120-MW 2-100W A--19 PENDANT B PORTFOLIO H8605P3600C 1-150W R40 WALL ON SIDE OF BEAM C PORTFOLIO H860OTP3600-H836P 1-150W R40 PENDANT D AMBASSADOR AL30459--22Q 1-22W QUAD. WALL a E COOPER SURE-LITES . CCX^71-0iHDH LED/2--3-6W WALL EXIT W/ EMERG. LITES F LSI 200---5-8 1---200 PAR 46/3MFL IN COVE G PORTFOLIO HD7790OL1.HSA-8=15' 1-30OW PS25 RECESSED H J K EXISTING LIGHT SURE---LITES PORTFOLIO 12 AWG IN %"C. UNLESS INDICATED OTHERWISE - GROUND CONDUCTORS NOT INCLUDED, LETTER AND NUMBER INDICATES PROVIDE NEW LAMP EMERGENCY LIGHTS. WALL WASH -AIM AT CROSS CU--I-NCPCL HD.7-791011 2-5,4W (INCLUDED), 1 30OW PS25 WALL RECESSED IXTURE "F" MOUNTING DETAI SCALE:: „ =1_0 3 dG CEILING 4VIl- y/1tlJv (1 m. o Architects, Inc. 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE #AAC001735 PHONE 904 723 - 3895 FAX 804 725- 5564 EMAIL, VRLOVRLARCHITECTS.COM WWW, VRLARCHITECTS.. COM Uummings CONSULTING ENGINEERS CERT, NO. EB -3403 M.V. CUMMINGS ENGINEERS, INC C O N S U L T I N G E N G I N E E R 6501 ARLINGTON EXPRESSWAY, SUITE B-211 JACKSOMlLL , FLORIDA 32211 TELEPHONE F( 904) 724-0660 PROJECT ARCHITECT: STEPHEN LAZAR, AIA h z z Q _ Q _ j 0 o zwcc (ymm U p a o mz 1:. oW TUU 65 W LL QU r¢ 19 JULY 02 MARK DATE DESCR. PROJECT 0014 CAD FILE DRAWN BY: MTM CHKb BY: JDH SHEET TITLE: SCHEDULES AND DETAIL, 101 sliT. z of 3I G 3 h -ex\ c- 4 ELECTRICAL LEGEND SYMBOL DESCRIPTION O CEILING MOUNTED LIGHT FIXTURE Q WALL MOUNTED LIGHT FIXTURE WALL MOUNTED EMERGENCY FIXTURE a DIRECTIONAL FIXTURE EXIT LIGHT WITH EMERGENCY LIGHTS, WALL MOUNTED S SWITCH, SINGLE POLE, S3 SWITCH, THREE WAY 048 DUPLEX RECEPTACLE, NUMBER DENOTES HEIGHT OF RECEPTACLE (TYPICAL) FLUSH FLOOR BOX W/ TWO DUPLEX CONVENIENCE OUTLETS PANELBOARD 0 JUNCTION BOX a NON --FUSED DISCONNECT SWITCH, SIZED TO MATCH FEEDER D EQUIPMENT CONNECTION --- AS REQUIRED FLOOR POCKET: COORDINATE W/ SOUND SYSTEM SUPPLIER QS CEILING MOUNTED SPEAKER: COORDINATE W/ SOUND SYSTEM SUPPLIER FLEXIBLE CONDUIT 1 CONDUIT, CONCEALED ABOVE CEILING OR IN WALL CONDUIT, UNDERGROUND OR UNDER FLOOR CONDUIT, EXPOSED HOMERUN --- HASH MARKS INDICATE NO. OF CONDUCTORS, A---3 12 AWG IN %"C. UNLESS INDICATED OTHERWISE - GROUND CONDUCTORS NOT INCLUDED, LETTER AND NUMBER INDICATES PANEL AND CIRCUIT NUMBER, FIRE ALARM PULL STATION FIRE ALARM ANNUNCIATION DEVICE "S" INDICATES VOICE EVAC SPEAKER W/STROBE Q FIRE ALARM DUCT MOUNTED DETECTOR QH FIRE ALARM HEAT DETECTOR, CEILING MOUNTED AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT CU CONDENSING UNIT GFI GROUND FAULT INTERRUPT MDP MAIN DISTRIBUTION PANEL PNL PANEL WP WEATHERPROOF r 4VIl- y/1tlJv (1 m. o Architects, Inc. 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE #AAC001735 PHONE 904 723 - 3895 FAX 804 725- 5564 EMAIL, VRLOVRLARCHITECTS.COM WWW, VRLARCHITECTS.. COM Uummings CONSULTING ENGINEERS CERT, NO. EB -3403 M.V. CUMMINGS ENGINEERS, INC C O N S U L T I N G E N G I N E E R 6501 ARLINGTON EXPRESSWAY, SUITE B-211 JACKSOMlLL , FLORIDA 32211 TELEPHONE F( 904) 724-0660 PROJECT ARCHITECT: STEPHEN LAZAR, AIA h z z Q _ Q _ j 0 o zwcc (ymm U p a o mz 1:. oW TUU 65 W LL QU r¢ 19 JULY 02 MARK DATE DESCR. PROJECT 0014 CAD FILE DRAWN BY: MTM CHKb BY: JDH SHEET TITLE: SCHEDULES AND DETAIL, 101 sliT. z of 3I G 3 h -ex\ c- N 2 NOTE 14 2 NOTE 14 i -K 3 PANEL 'B' PANEL B-26 NOTES: 1. MOUNT AHU DISCONNECT ON UNISTRUT FRAME SPANNING WIDTH OF CLOSET WITH- DISCONNECT ABOVE A/C UNIT ACCESS PANELS AND FACING THE OPEN DOOR. 2. SWITCH LEG TO NORTH SOFFIT LIGHTS._ - 3. SWITCH LEG TO -SOU TH SOFFIT LIGHTS. 4. RELOCATED SECURITY KEY PAD. 5. RECONNECT EXISTING LIGHT CIRCUITS TO NEW DIMMER PANEL 'DP'. 6. RECONNECT- EXISTING RECEPTACLE CIRCUITS TO NEW PANEL 'B'. 7. PROJECTOR & SCREEN UP—DOWN SWITCHES. SWITCHES PROVIDED WITH EQUIPMENT BY MANUFACTURER.` SEE E--104. 8. FLUSH MOUNTED. FIRE ALARM VOICE EVACUATION PANEL, GAMEWELL EVAX 25. MOUNT WITH TOP OF PANEL .48" AFF. 9. CONNECT TO EXISTING GAMEWELL ZANS 400 UNIT IN ADMIN. AREA. 10. RECONNECT EXISTING SOFFIT LIGHTS TO NEW PANEL 'B': 11. TWO SETS OF 4#yo 1#6 GND-2"C TO NEW 40QA-3P BREAKER IN EXISTING 1200A MDP LOCATED IN MAIN ELECTRICAL RM ON SOUTH SIDE OF FELLOWSHIP HALL, ADJACENT .TO KITCHEN AREA. 12. DIMMER. HUNT PB,I. _STYLE 2 - MAIN LUG ONLY, INCANDESCENT DIMMING `SYSTEM WITH 10 2KW DIMMER MODULES AND ONE HE -8 CONTROL PANEL. MOUNT PANEL BELOW COUNTER. 13, EXISTING LIGHTS IN NEW, LOCATION. SEE, ARCHITECTURAL DRAWINGS FOR EXACT' POSITION; 14. MOUNT ON ', COLUMN 12" ABOVE GRADE. 3 EXISTING FLOWER LIGHTING PLAN SCALE: 4 N 00RIL I Architects, Inc. 6501 ARLINGTON EXPRESSWAY BUILDING A SUITE 101 JACKSONVILLE, FL 32211 LICENSE #AAC001735 PHONE(904) 723 — 3895 FAX (904) 725 -- 5564 EMAIL VRLOVRLARCHIIECTS.COM WWW. VR LA R CH I TE C TS. C O M CONSULTING ENGINEERS CERT. NO. EB -3103 M.V. CUMMINGS ENGINEERS, IN C O N S U L T I N G E N G1 N E E R 6501 ARUNOTQN EXPRESSWAY, SUITE 9-211 JACKSONVILLE, FLORMA 32211 TELEPHONE (904) 724-0660 CONNECT TO EXISTING CIRCUIT PROJECT ARCHITECT. STEPHEN LAZAR, AIA c NOTE 13 CAD FILE it DRAWN BY: LMB TM CHWD BY: JDH SHEET TITLE: 12" 0' 5.' 1.0' 15' 20' nn 103 SCALE: 1/8"=l'— 0" 7 Cl/o Z SHT. 0 OF ';j z zzo1:: zw0o U z o ° m mm F° F2 z U) Q oW U O LL, L0 Q U fr a. CAD FILE it DRAWN BY: LMB TM CHWD BY: JDH SHEET TITLE: 12" 0' 5.' 1.0' 15' 20' nn 103 SCALE: 1/8"=l'— 0" 7 Cl/o Z SHT. 0 OF ';j f -- llll^ ti 7 _ r 1' I MAP SHOWING SURVEY OF LOTS 725, 726, 727, 728, 729, 730, 731, 732, 733, 734, 736, 737, 738, 739, 740, 741, 742, 743, 744 & 745, SALTAIR, SECTION 3, AS RECORDED IN PLAT BOOK 10, PAGE 16, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, AND ALSO ALL THAT PART OF PARK AVENUE AS SHOWN ON SAID PIAT WHICH LIES EASTERLY OF THE NORTHERLY PROJECTION OF THE EAST LINE OF THE AFORESAID LOT 727. SUBJECT TO A 10 -FOOT - DRAINAGE & SEWAGE EASEMENT ACCORDING TO OFFICIAL RECORDS VOLUME 713, PAGE 121 OF SAID PUBLIC RECORDS AND SUBJECT TO A ROAD EASEMENT AND/OR ROAD RIGHT--OF-WAY ACCORDING TO OFFICIAL RECORDS VOLUME 2509, PAGES 576, 577 AND 578 OF SAID PUBLIC RECORDS. 0 • CQ MvN/TY PTEJfyrEq1A1V CH61PCy CERTIFICATION I hereby certify that I have surveyed the Lands as shown in the above Caption and that the above plat is a true and correct representation of same* and there are encroachments as shown. H. A. DURDEN & ASSOCIATES, INC. czegeWr -4- egistered Surveyor No. 1674 Fla. November 1, 1972 W. 110 v •_ 0t Z - Q s Y 1 j j _ fX') qJ O'VNa 112„IRON ' /_ u 7” 73 L 07' 73.5 ` L bW Lor 736 I T' tjj i h 1 L 0 7.x'4 1-07- 7zs' ° I 0 T 7.?6 ' Z107- 70, 7 . 1.0r 7Z8 Or 7Z a I µi0 ' r f r I tp 00 a C5 b ? W Lal- 74/ n o, Cir 74Z 6' / err A•,. S A i o =., N& AME S7-0 CH 04 r I -or 739 W.A 7 743 1 AIN 14, Z' ^ t or 7 -?a I r r 1 07 74,57' I I I I I I I I I I I I 0 a I Z_0r 730 I 07- 731 I G01 ' 732 I 1-07' 733 1 4©7- 73¢ I I I I I I I i i i FD uN Q i 2 " IRON / 5" 9 AKEVEvV D /" R R. Al. KEY BOTANICAL_ NAME COMMON NAME QUANTITY SIZE/REMARKS CMS Camellia sansaqua 'Jean May' Camellia 3 5—Gal., 4'-,5' ht - CR Cycas revoluta King Sago 3 3'--4' Ht. & Sprd. FJ Fatsia japonica Fatsia 14 3—Gal., 18"--24" ht., 3' o.c. IVS Ilex vomitoria 'Schillings' Dwarf YOUpon HOliy 30 3 --Gal., 15"-18" ht., 2.5' o.c. LC Lantana camera Gold Mound' Gold Mound Lantana 77 1—Gal., 12"--15" ht., 1' o.c. LEG Liriope muscari "Evergreen Giant" Evergreen Giant Border Grass 67 1—Gal., 15"---18" ht., 18" o.c. OJ Ophiopogon japonica Mondo Grass 292 1._-C10L' 8"---12" ht., 10" o.c- SA Seasonal Annuals Seasonal Annuals 119 6" pots, color per Owner, 8" o.c. TJ Trachelospermum jasminoides Confederate Jasrnine 30 5—Gal_ 24"-30" ht., Staked VS Viburnum suspensum Sandankwa Vibirrnurn 17 3 ---Gat,, 24" — 30" ht., 3.5' o.c. SPACING AS INDICATED 01, ^ 6 b 3/4 SPACING 1/2 SPACING n, EDGE OF PLAN FING BED GROUND COVER SPACING NOT TO SCALE 5HRUD SFIALL BEAR SAME RF;LAIION TO FINISH GRADE: AS IT BORE TO PREVIOUS GRADE 3" MULCH EARTH SAUCER FINISH GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL IF PRESENT BACKFILL AS PER SPECIFICATIONS 6" MIN. FILL BELOW ROOT BALL y I a SHRUB PLANTING DETAIL GODARD DESIGN NOT TO SCALE ACCnOfATIrE ' rWr D ach ig A 1PIEV011PIAL GAROEN FOf? COMMUNITY. MESSYTERM CHUFWH ATLANTIC BEACH, FLORIDA LANDSCAPE PLAN I REV. DATE COMMENT Date 6/26/97 ! Scale 1/r . V-0" Drawn BMG Date 6/26/97 ! Scale 1/r . V-0" Drawn BMG i i 3 GODARD DESIGN! 2x4 P.T. FRAMING BETWEEN! ARCHES. SPACE ASSOCIATE' . IEQUIDISTANTAROUNDARCHASSHOWN. ALIGN NC FRAMING AT ARCH SEEMS SO AS TO STRENGTHEN CUT ARCH FROM 2412 P.T. LUMBER AS -- 528-kq Nor f Sfroof SHOWN, ATTACH TOGETHER TO FORM N ARCH Aa SHOWN WITH DOWELS, CAULK. JOINTS locksonville Beoehj R 32250 Phon*_ (904) 247/-7l•7I29 NOT4-4 FosTs For,`fV-uv-, Tc y Fox- (904),247- 1r ;8 . 4 . \ I ; 60dQV' \ iv 70 OF MEMORIAL. Od0 , \ - 3"x3" S -S. — WALL #2 (FACE) 41 ____ < / 60d0 \ \ / / -6 R \ ANGL\ ES. SCREW ARCH TO POSTS 8"x 1/2"o DOWEL. GLUED INTO a 56d8'0" L POST & ARCH / L, w 20 P.T. CAP00 o O O 03 -O" 4Jx4 $' P T. POSTS- - Oa Ic p 56d8 o' \ aa0a0 r 0a 00w r 0 ..,.___ EXISTINGOBTE LOCATEDE® v 0 a a 0 TYP, DIM. TO CENTER OF CIRCLE. 0 O ' O FACE OF WALL PLUMBING BY OTHERS 0a0at ' FROM CENTER \ P.T. LATTICE- LOCATION FOR DEDICATION o -' RADIAL LINE "U" P.T.LATTICE FRAW,AING - ALL SIDES - -- - - -- - - - f 7" g' ` PLAQUE - BY CHURCH 00000 2x4 P. T. BOT TOM PLATE 0aoao I I92 33d52'0" N LJ -• 7 Cy 2x4 P. T. RAIL - CENTERED ON POS TS opixT Z_ NOTE; LOCATION OF FRONT FACE OF ARBOR IS DETERMINED BY ENDS OF ;11 w _—__= NEW TRELLIS AS DIMEN90NED HERE, WITH ,.-111—I I I I I=I I LI ' --I(1-1 I I•=1 I I_-1 i I I —I I M =I I 1^I 11— ISI LOCATE EXIST, BIRDBA -•- / I FRONT POSTS OF ARBA CENTERED _ _ _ _ I- I I I"--'' h - 11III ---I I I II I I- =1 I I= —) I —III= I=I 11= Iii L ISI i I. 0 CENTER OF SEATING AREA / BETWEEN END POSTS OF TRELLIS. DIMS. I— II I IIII I hI h(' I- —I I I 1 --III( = =1 I I`' ' _ -I =1 Ii1 I^ APPROX. CONCRETE - -_-J OdO'O" SHOWN HERE ARE APPROX, & MUST BE - iI BENCH -LOCATIONS VERIFIED. III (I I= --I I I I I_ --I I . I -----I 11 11 El I ''wl f I I ITI _III_ IF IIiI fli II,II: 2.- 9r. 2'_11" 5'-8" LJ1 VERIFY TO 7'•-6" 7'-6" 3'--2" EXISTING TRELLI - 5'-3 11/2" _ t'- ` 1 2" rj 000ATSL W ! TED X• 0 LAT RESSURE. TREATED PINE #1, v >1En WITHTRELLISDETAIL2SANCTUARY HS1 1 1/2„ _ 1'-0„ A VZ41ORIAZ 0ARz2EN FOR COMMUNI1rY' FIF'fEBOMRIM CHURCH 9" 2x4 P T. cAP — — ATLANTIC BEACH, FLORIDA 7, SIDE VIEW PLAN VIEW - PLAQUE ooooaU" P. T. LATTICE FRAMING ALL SIDES OOaoo<-> C> n I 1 1/2" x 9", BRONZE NAME PLATE -- NAME 1/2", DATE - 1/4" HIGH A" r d11 nn n..n•r Ar\l it / o>OOo0oo000000000 nAKUbUAFt PLANS W__•_---__- __ _ ___.___.___..___. _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I IT) T 0 U1 NT C 00° 0° o> o 0 000O0OaOOoOOaOO o a o 0°0°0°o aoO°00000°aARRANGED5x6 (TOTAL NAME S/ MEMORIAL WALL) G - 01100000 0 0 0 0 0 0 0 0 0 0 0 0 4x4 8' P, T. POSTS - -+ O O a a 0 0 0 0 0 a 0 0 a STUCCO (COQUINA) WALL &BASE - APRIL 13, 1943 JUNE 1, 199 °0> 0000 0000°0000 00000 0 0 000000000000000 O> o O O a a 0 O O O O O 0 O O O REV. DATE COMMENT: P.I. LA T TICk. 4 SNEE TS x LENGTH AS SPEL,IFIED --- O O O O O 0 0 O O O 0 0 0° ao>o0o0o0o0o000000000000000000o 0 0>000000000a0a0000 0000000000000000 I f 4., 4.. o MEMORIAL WALL NAME PLAGUE- HS1 ACTUAL SIZE P.I. LA T TICk. 4 SNEE TS x LENGTH AS SPEL,IFIED --- O O O O O 0 0 O O O 0 0 0° ao>o0o0o0o0o000000000000000000o 0 0>000000000a0a0000 0000000000000000 I f 4., 4.. 4„ I 2x4 P.T. BOTTOM PLATE 20 P.T. RAIL - CENTERED ON POSTS THICKENED EDGE I I -• -- - -- BRICK PAVER AS SELECTED BY OWNER MORTAR SETTING BED EXPOSED AGGREGATE (PEA GRAVEL) OVER 4" THICK FIBER REINFORCED CONCRETE BASE. GRAVEL SIZE & COLOR TO MATCH EXISTING 4x4 P.T. SUPPORT 0 MIDDLE: OF SPAN ONLY REQUIRED @ WALKWAY TRELLIS SECTIONS) GALV. POST ANCHOR ATTACHED 'TO EXISTING ----- --- - --------- •- -- -, CONCRETE WALKWAY ti I -I I ISI I -I I 1 —I I ISI i I•-1 I I_- 1 1I-1_I I 1 I. I l 6''.------- _--- Co 4 l4 ( r ,. ( r I I II- _, - =I--ISIILLI I- I= ) I ) I II i I I 1 I -- ; I -I _= AS SPECIFIED ABOVE date 6/97' /97' 6/24 Scale . .- » 6„ Drawn BMG lob .97--114 Sheet 3 PAVING SECTI 0 4 TRELLIS DETAI L 2QCOATSLWH WOOD TE X , LATPRE55URE TREATED PINE #1, PAINTED WITH 1 MEMORIAL WALL DETAILEX- H S 1 SCALE 3/4" - 1' -" HS1 1 1 2„ _ 1,-0" HS1 1 1 2„ - 1.T0, r Of r i E1 UO't N CSS RAMP. ELEVATION 3v511 M 11-011 It CONC. WALK 5; (1-0-- =, 1 I/z F - ti V_AI i Co x Co 1.4 x 1 ,4 , W.W.M . CTv la ._ _ .7 calk. c3_mF15 w ' . FILL LF -77 ILL4 ILL Exl5T. FOOTING ! i D"i e_ sg5 lC15T. FOOT - --- -_._ r EA' SIDE 1 I U 1 SECTION 2 SECTION= L 101- B 1 NEW" 1/2 0 WIPE FAIL EA. SIVC-)' 1 c_x1<aT cowc, 1 _ L•AM 1:71 w Ct EKIyY. CONC. E57EP5 BELOW -` QEMOVE EX I'S T IRAMPPLAN f HEW 14 a)NC. 51>r EWAll I 1 ExI T o w,I<. 'Ta rft,N r t. pk NM APPRDV[b CITY OF ATLANTIC BEACH PLANNING & ZONING OFFICE STIJQDIVANT AVENUE SITE PLA 111-401 GENERAL NOTES 1, F-EMOVE- EXI5TING LAMUrbCAMM.G A5 RCaUIV_F,p fo>z WEW Al2p1710N , KtLOCA-re A1,15 91i'ECTED f:—")Y OW NE rz. F. REMOVE Ex15TIk,IG PALM A5 { EOW 11ZE9 FOR NE -W AP91-T I ON ,'PELOCATE A5 duRCCTEP f( OWNt9 . 5. >ZE-MoVE Ec.15TiNl IRZI CSA -TION IPIPMCI AND 15F ZIMKLER5 Al:b I_E6W42,e12 >-aE, NEW APPITION CAP AC7 5ZE6ZUI1KE12, APPROVED CITY OF ATLANTIC BEACH BUILDING OF'FIGE By APR 29198 1 Building and Zoning PROJECT NO. ISSUE DATE: REVISIONS: DRAWN BY: CHECKED BY' 0. w' a W 0v2 W 113.z Z w4. Z. tom' rr.. W. Z. W v I- 0a Vl Cq V PROJECT NO. ISSUE DATE: REVISIONS: DRAWN BY: CHECKED BY' in 13 e)" 1011 32' e) E LI0*715 OF NEI!` ADv 'ION_.._._._ _._ _. I I 1 1 NEW I s M F'71 I 1 i I i I I I I I ON Noi; rH WA'._- OF- NEW AW IT10H o r --Y, 157, ELEC. PAt,J I, SP AICEt F50>C I AbOV E I V LN5 OF WEW WALL_ --4 r lGjT, LEC. PANEL LINE Cf c Iw L WGv iN7' S TIDN A' V LINE OF 7LA7F0iZM EWTEN510N - --- A ;! I iI i IXI6T I NG SANCTUARYo1 i f 1 t I ! LINE OF PLATFORM c'XTEur-tllklfLINESpr- NNW WALL 1_J t SPEAI-EIC 13oY- I; L i r LINE. OF GEILIHG Kr-R6ECf'IC7N A,OvE RENJVE E.x15T)NG W NvC iJ5 w WEL.00ATE ON SOUTH} WALK OF NF'.'r ACS t I01 I I f 1 I I I FLOOR PLAN ji - I! tit G ENERA"C`' T` . cowT2AC''02 TO »EPAIR OF RFLACE ITEMS DAMAC-II~C7 AS A RErPULT OF PEM49LITION 0- I I 1. I`EMOVE I Lu CEILING-, G ENERA"C`' T` . cowT2AC''02 TO »EPAIR OF RFLACE ITEMS DAMAC-II~C7 AS A RErPULT OF PEM49LITION 0- DEMOLITION NOT tg 1. I`EMOVE WALL5 ANN AICA 5ETWEEN LIWE5 OF Lu CEILING-, INTE4Z5ECTIoKt , FVVM 1=LOOZ TO CEILIKC7. F. REMOVE 51[76 WALL15 , TO LIME OF KEW WALL5, PROM FLOOF, TO CEILIMCI. 3- REMOVE FLUE AMC? E-WL05U9E WALL5, A, 9EMOVE 45FEA4ER 430X. 5. WEt410VE 5FEAV EZ F30X 50F1Po2T WALL. v. E KOVE c;)FEAKEIZ CIZ1LL. , F1L.C. AN9 PATC" o OPENtW C -I TO LIME of NEW WALL, 7. V-EMOVE CAI5IN5-TS . F-EMOVE- WALL5 TO LIMIT5 OF NEW AVVITIOW5, 9. 2EMOVE EXISTING, CAKFET AWD FAV, U. Lu w o ca C-- O 0 Lij 0 40 mm o N 0 0 a 4.0 Q o o Q o i Qy,aY. c Lu LLJ o U Z U O V: cm a U) o• w cD W W Q U Lu w y c Z u Lu j a PROJECT NO. ISSUE DATE: REVISIONS: DRAWN BY : CHECKED BY 4.0 Qy,aY. V V: Q vO a Q Q Z O. j Q: La U. a4 DA n N U PROJECT NO. ISSUE DATE: REVISIONS: DRAWN BY : CHECKED BY tea • ash 71, vv s IL 1, 4::)7 w OLu c O 1- C-1c LW c Q. 0LL a p C W c NEW Fl EF~& .A 5NIRGLF c°) a c cw O a ; m w O LIM iT,; of NE N AIPP ITIo - _ ..... U f _ ` Vii: I r REMOVE Ex(TING WINDOWS FOK7 REl1 C"CION _-._. r f i I ;S14F»r--.,....--,.w........--rxri`Rn.-..—.- w ------ SOUTH ELEVAT P14 (RTHy .Sf LA , - 3 A q i 77 je LU ii ij' 1 pA J - , . " iia •. , .' 43 IF LIM 1T () NEW Ara iTIOH '-. UM iT5 0 NEW A ITIQN uM lrS o NSW ADI= ITI ON IMM6 of NeW APPITIaN xy a ice` ti. PROJECT NO. L .J—. __ _ — _ T , _~ Y — — .•_ r__ .._-_.___._...._ ..._.... .— - A ._.._ _ .-__ - _ .W ___,.__ r_ __ .._._ _-__._... _. .. _ _ _ _ _ _. ISSUE DATE: REVISIONS: j i i I i j; , iii ( , i I' L i f ; DRAWN- BY: 7 NEW VAM p CHECKED BY' I 3 Lu NICEST ELEVATION rS". J: EL. -ATIQ 1/4'1 - 11 011 1/411 a.il I .; Q mei 0 0 Ex I571NG ORGAN 2DOM I I v i NORTH ADDITION 2 7 1 7 LINE OF Nl .\,N SEAM A VE, NEW WOOD COLUMN! _ 7 I 5XKT, . PANEL 51L IST ZE TU P N Al _ {-- i_ AL IG t{ CANER 1N% I V//.7 CeIL NG INTER- ECTIaN AWVE LINE OF CEILi( INTEI SEGTlON AVE NEW cbM'-AQP- u'1~ ABOVEI - I"LATFoRtl Ey,-rE N51UN `ro 1 i MATCH EY -15T. IN wlFIc,8 DETAIL LIME of EV(15T. I . I SOFFIT Il, AI 0VE u- ; I w I i 50I T) NG NAVE J i EXIc5T1NG I o i X15TfNG CHANCEL , `-\v E5TI ULl. I 7 1 1 LINE OF EX115T, ; +I L-1460 I VLA-TFORM EKTIYNSiON 'T4 t~X15T, i I MATCH EXIST. III AVC -INT 0; PETAIt._. ALIGN C'O2NEre W/ LINE. OF CF.ILIN( INTIIi 5ECTION ADOVE I CEILING INTE12 - I g ! S-CTIONi A VE eM `IL 05LIW-Ir. AF3UVE I C IS"C P-ETUIZMI AI12- i I I I X16TING 7 r ---NEW WOOS CONCRETE FAP FOr`' Tr LiNE OF NEW A1YI AC UN T - aiZE LOCATION 46 DIRECT j e AC CONTRACTOR I II BOUTN ADPI710N _ I I 7 FLOOR PLAN U. 4 r uj u O N Ct Ljo O 0oN LL' C A 2 0 120 04 q N\] Q z a_0 Q O O V LL0 o a. a a u cn 2 2 O V U a a Q CLcoz O N c r cn z a M cc C m. CL w C Q C Q O LL LuU G w Qo u ch a i PROJECT NO. ISSUE DATE: REVISIONS: DRAWN BY: CHECKED BY' W50 4 z Q: V o a. Z a zz Lu, a Q CL oW cc A m. CLOa O LL Z w Qo z ch PROJECT NO. ISSUE DATE: REVISIONS: DRAWN BY: CHECKED BY' W50 12 NEW'APPITIOH EAST ELEVATION 1/4 It= (1- all SOUTH ELEVATION A It =101 I f E'Klerrl NG 5ANCTUA NEW APPIT10H EXKMI G 6ANCTUMZ" NEM AlpQITIOH EX16TING r--;ANCT*UA?.N( I PP rrin-rir-)/=.1 A/ ri itkle- _i CG. r,tIifr;p GGi -r TRANSVERSE SECTIO N A It ... 1 r,i! PROJECT NO. ISSUE DATE: REVISIONS: DRAWN BY: CHECKED BY: F1gE-l'_.GLA55 6AIINCjLE5 ON 5490 5U 1 L 91 NC -1 FELT .._ 1/011 1:Z00F S+f E•AT+I I W G VP r-ASCIA ,T9,UF25 TAILS 60 FIT FI~A M I NIC1 VIMEN51OMS To ALLOW r -0P. MATC-f 1MC-1 OF NEW ALUM, FASCIA SO>~>r I -C' W/ 1,55- ALU M, M1 P (MATO 4 E\C v5T,)i ALU M . FA5CIA CMATCR EY_ 11;T j I ALIGN N r= W rr45 C IA W/ EXIST, FASCIA FEYOMP ALUM. 5UFF1"f (MATC-1I EX15T.) ALUM. TRIM (MAYO EV T) ALUM . 51171 N Q (MATC}I EY -15T) 2 1 ` T l 1tS A IN CN FIF-7EKC-TLA555 HINC1LE56 dN X//V CY 1/ 21, Fwor ALUM, VV_IF ALUM. FA5C1 ALUM,,50rFIT ALUM . 51L N C1 -- FZAI'`` WCt 171HEN51OM6 PRE-ENC-IINEETZED P.CJOF TO ALL01M 'FOCI. MA-rCkINC-i Of ALUM, - r 1Xr TRUSS S p '-O" , G• FSCIAi SOEF:IY I N5ULAT10W CZ -11 ALUM . FLA501 M G l. Y Y-4 OUTLOOKER, IA5LE TPLI55 I:E-ENC-11WEEQ_I-V fZU5c,,5 @ 2'-Ou o C WSULATI OM R- 11 F1faEW_C--ILA55 64 NCiLES ON 30 F,,UIL1?1RC1 FELT 1/2" 900F 5AEATIA I NG - 2xlo I21L7C-Ire 2x IO CONVENTI©NAL r:P,AM1WC-, @ Pie -ENC 1"E-E12E19 I I i I I , EXIST. RUv f= 5'i-± EAT4I ! K1 CjPC101= 7`ovV- 01155 5 ,,. ? F)O5T ROOF-TRL1SGr'S ( CUT FLUr3k W/ OUTEK EDC -IF DF Ki5T INSUL•AT10N fL 11 -..- ( -- . _..__ i ' WALL rFA:MINC, ) ESC I ST x TDA' PLAT E 5 C . _..... _....._..... ............ ..Y--__------ r CROWN MOLD ALFACtq --__-` - G.W.Pa NI. S I/Z' C,.W..(MATCa-I E1CtcaT. ) nCROWNMOLD (MATC+1 I+XISi) ALUM. 50FF1T -- CIZUWh1 MOLD (MATC1-I E}C15T) 1/2 Ci W. ?5, -- ALUM 'I"i 1M 2xCa I~(_AMINC-i [ 16v ac. ALUM, SIC71NC1 --__ _-___ f _ 2 CCv FCZb,MIt 1C7 C9 IN15ULATIOKL 1N5ULA voN 1 ate. s• AA I r - I J i__. _, ... _.._.._ Com.• ----_._._ ---- - _ ,'(f,. i I III j I I ILI IN5LILATION ' 1 / 2u C,w.>, /" 5 1 ATHINC7 _._. _ --- ___ 6Ac5E MOLD (MA704 Ex15T) ALUM (51PINC-1 (MATC+1 I<xIST) --_ 2" 5AEAT44INC-i ALUM. 451PI G ( MA"CC44 CK15T) —NEW CARPET vN c iAa i a CONT, P_T. 2aC8 COKIT --------- __ ___ _ -._ - _ F. 7. 4 x 6 ALIGN pSOYTOM OF 5TIEATNINCI AND __.r : .kT_ . - --- -- QLICW PaOTT. OF c3iAEAT+I'C ` I ALUM. 51171NC1 W/ 130TTOM OF EZC15T, --_, r- ALUM 51DING W/E7C15T, j CONT. coI tT. F3LOCICINC A5 REQ. P ET4IEEN P1Ef~ -- _ 13LOCICIWC, A RER. 5iIC1E VIEW J - BETWEEN C2IEiZ5 _ t e leu ac, IN5LILATIOW F_-)A5fw MOL17 bA5E MOLD (MATCH EXIg-T) (MATCH EX.I 5T,) r NEW CARPET ON FAV NEW CAPPeT ON F N 77 13LANILET WDULAT I stn ryy\ . I .. - r eKI5T, Tq Q CEIL1NCi z- - CLOWN MOLD (MATCH E 055 w ;3LpCICIN m. C-1 A5 IZEQ, Ci-W.D. ('ALIC-1N W/ ExIST. PLASTEV,) x, Al. y n L u" x Fw aA N 1 ••, xw , - i U, ,_ 5 iL ct t w(+)' W a, Z V 13LANI-ET IMSULA-'100 I Z-11 ( ALT 1) S u PROJECT NO. ISSUE DATE: REVISIONS: DRAWN BY: CHECKED BY' 32'-g'1 2x WALL FRAWMIG-1 16"O.C. -- CAF3LE TZL155 C)fZOPPC-0 3%z" FOR 2x4 0UTF_ICAC4EZr5 a+IEAR WALL 2 c2W AR WALL 1 5 H..AR. WALL ex: 4D v I -del 2X & WALL 1~RAMINCi @ I(P'104. __ ; O j 2- 5TP 1.111RIZICANE CLIV5 til i t A. SIoE v Trzuss TYP MATC+I 6y00;7T. 4VEF-NAMCi I ~ ;j I j. E-x1yT. 514EAT"IMG To E`47ENP To INSIDE DACE OF NEW VEtc'T. 2-Y-6 , FASTEN W/ 8 17 NAII.G,TEI-.I tti 'rr ' X& WAi,I_ i" 1?AM1I I(, 3 4ii OX, MAIC, (TYP. EA.51I7E) .._ u I ' ' CJ 'r.'R' `AJ/ I Z C TY'K. Gla. 3,4 15Vz LAM. 13M. -- 3x 13'12 LAM. E5M, 3 C2TtEeI- LUMN - 3" CiT-EEL. COLUMN it 3 $ 6T561~ COLUMN 2 x ! VE IZT. C I i _( D 4 j I z: I i I,_ DIi 1 tfo 11 I I F + _T r P.Y. 4x8 1 8,5 @ t lv" a.[ Cvl_7u t2' -C7" I- - ti I FIT. 4,< 8 NIEv/ 8 R3xld' F5QJCIC FIEP,1--3 III `K__ ON NEW z' 5a. coNC. 1 EA. SIPE 4FCT({' !~A. --,I PE) 5KIST. 4x8 W/2 -12D \ EktST F31 tCK 4 n P'IkK- ti Coh4c' NAIL5 @ ICv o,C, EA. SIDE II 1 FOOT i NCi ;TYP,) 2%4'' - ' E}C15T 4 X 8 3 VePLACE A5 RW. q J $ Q 4" - It4 X, t ,I t u 1 t [Oil 1 9 -ID I 13-0 J 9 -IQ NO-Tc1 FOOTINCI A5 F02 E:X15T. _ —____ _—__-._.1 rDOU74 APPDITION 51MILAZ) I 7n tyz''! i ... P 2x(o @ 1(p"O,C. 2 x 8 s{ I Co'l 0• C 2x8 CUNT _- F.T. 45<5 3/4" 17LYW' I7 0 a i 1 F_ %' 44 12E•B,AF_ (TYF) MAX. AT ALL IN`EI M1 tPtAi"E C9UFF VU4T 7- I 3/4'F'ur"v' D r --r - jam: ;-r ,-.-t---x-x - -•-r r::t..-r-z-.z;x _•---- _- :c r 14,'1 a, G • -- _.-. _ _ --- . I j I u II m P, T' 4 X > _ ... ____ __. _.. _. _ ` = (2) -Yz" i oLT-52) - 12 x 3 LA C-1 U L`-(- A r 15-- -- 5Tt_ . M's SEE PET, 8 -- ,.-- 5TL . FV' 's 515E PET. 8 z)-- #4 VEZ.T, @ 8'''qC. "- I - IN VOID 6ETWeEN SISI CIS r -ILL VOIDi w/ ria I2-7Ar FOU T I N G 1 : SECTION 811 Y,,('-4" I`3tZl C IL FI EKc 811 x 1'-4" tz1CK F7_V 5 IN VOK2 F-tETWEEK1 e4ZI CIL I T=1LL 1101 - W / M o IzTA Z _ v 7 1t3 M 04 --A - WAY 2' SQ CON C" Fva T I N Cz r2_'_SECTION.; wfyzll -Z if -011 3) - -1 4 r; A • WAY I 11 1 11 I 11 1; tl , Fx.15T TOP PLATE15Z/ i l- , 41SYZ LAM, ip 1/2 a '1/z 3x13 2 LAM,M, . 5L0CV_INCj A5 250,r pP3 " iY EL 5- da-' w PEVA t:S5/4 T al Y a f .Tr:M .x G P ft Vv," x4ya" 5a _. %d" X 4%"sa f . CLLILAM E EAM arzINCI- -- -- - --- - EL. + 10'- wiz 2xl IZAVN3ET ENP FO zx (p VEP -T•. r I IINSIDE FACE 0r NEW At711"f Ip VI f ----r--AF0IITECTUkAL WDa J e0LLIMN BEYONDTEE[.- COLUMN , L _ WALL 512-AMINC-1 : J 511 5"(Eft COLUMW ! IWELUE717TOTOP , 130TTOM ff.`s ) I I - DE1"AM p rDETAR: 2l" r i 3/4"' rLY W'P - - Ex15T FLOOK 3/4" PLY'uI'D r t CIST. FLOOR 5LJ13-FL002 ALIC-1N W)/ EXIST I FIN. FLP PlIrZ IPCi I N CI I2EfL2C3s @ IL1,C 2CS @ E<15T 2x8s 2xg 5LaCkINC-I 044 E5LOCV-INCarr ExI T 2xg ><"w 1- 0 r3ETWE Ea 01575 &COLUM OV -6 CONT. W/ e- 12 17 3 ' 2 x 8 Co KIT. W/2 - I Z D > (2) ICo K W. -------- .''n K ' ^\ myNAIL5@ICv" v.C. 51g It It E3pLT,5 _ n AlLS @ ICp° a c. 2%z" 0.p. _ - _ _ —_- - -____ ....... 4-95 , REPLACE ac p.T. OY B IJpTCµ = fZQTTEP 01Z PETEZIORAT ; @ 5Tl ,-.-___..--`-! P.T. SEcT I U Iv A5 IZEa' o. I LO lz EPL -ACE A5 IZE04 j_ fw 1[15T i3.ICIC, PIE -v- gtt x I'-4" 5? -ICY- P1E9, r- all D. c• IN Vol() 5E''( WEEN PS121CIL, >=1LL V0112 , 9 • ' 4 4 = 5),- 4 E-A, WaY L'}CI'5T- GUMC. 2' 5Q. COMIC. ' f F00 r1NC, - F0071NC, SECTIQN 4EpTKAJIQ:° LL z rJr L j DE51 C-, N LOA 915: NEW COLUMN KIEW COLUMN NEW COLUMN VIEW COLUMM Ox15-T -rRu$s bELOW (VP.) 1' O ROOF` LIVE L aAr zo p.E. 1$ GA. x I" gP N41L5 WIPE STRAP W/5- !r EA. EN0 (NEW AFTER ,' ti z o A F•L(OW, LiVe LOAC2 100 p5. F, M - - ; NQRs DDITION! FL10.OR-FR#11 ING ,ANID F'OUNDATTION' PLA, To I -r. T2U55 TYP.7 -- _ _..___---- I WIMPPa a - W LDAP O T4 100 M.F, M. 11411 I PTZc vty 1l.IEiFi r( SU F URT Iu v Gj41 LAt lt• C 2'700 p5. r7, 5OUTN ADDITION 51MILAIZ) TO EXt5T, TYt-, EA. 171.1"15 1 At) lZLCZL11QE'D A TEr --:._..___..__...._..._.__. ti 69PEA R W,411_65: ALL 1EAF. WALLS A C540WN BALL. P`IOT D C w PSE WAILED T2ER 7 E rOL10WINC1 50AEOULE a t Y ALL Ek teaI. roti RACTaR 5ALL VEt2 TIKC-1 PIMENIIbION5 ANP COMr2ITIOW ae EX1--?T1KGj 'rD--vRuCTuFze C) a z a 1-IEAP. WALL '# 1 8d N 1L 6" ox MAY,. AT ALL AND 45ITe T{ AT AF_F AFt= ECTEP P5Y TAE VIEW WOFZV 13EFOPE FW-OCEEDINQ wall FA5ZICATION AMID CONST. ItlrA4 PANEL EUGIE c-2ul?roaTS. 2. CONTRACTOR CW&LL DEI`5ICiN ARID E IZE5VFOW6IP. LE FOS ALL TEMPOF ARY I3I2ACWC-c UNTIL. 7} E z D WALL BcI NAILS 4 I1 oxMA,C . AT ALL flZUCTUR t UP AND rqEC`Uf?,E P N PLACE' , w C VANEL EDQE7- 5U FF'UI2-T 3. ALL ' T? -U CTLII AL WORK AF Iw cT5D Y MEC,4ANtcAL ANP ELECTi ICAL Qu I ?i'`'il NT SMALL FSE NORTH, ADDITION ROOF RNID WALL FRAMING PLAN ALL PANELS 1ALL E NAILEC7 W1"14 6J IIA1L"5 Iz"Oe- VEE-IFIEV WMA ENCiIMEETZ EVa1-E I UC'EEDtKGi WITtl 5TP?,UCTURA1_ WORK. rDOU74 APPDITION 51MILAZ) I 7n tyz''! i ... P 2x(o @ 1(p"O,C. 2 x 8 s{ I Co'l 0• C 2x8 CUNT _- F.T. 45<5 3/4" 17LYW' I7 0 a i 1 F_ %' 44 12E•B,AF_ (TYF) MAX. AT ALL IN`EI M1 tPtAi"E C9UFF VU4T 7- I 3/4'F'ur"v' D r --r - jam: ;-r ,-.-t---x-x - -•-r r::t..-r-z-.z;x _•---- _- :c r 14,'1 a, G • -- _.-. _ _ --- . I j I u II m P, T' 4 X > _ ... ____ __. _.. _. _ ` = (2) -Yz" i oLT-52) - 12 x 3 LA C-1 U L`-(- A r 15-- -- 5Tt_ . M's SEE PET, 8 -- ,.-- 5TL . FV' 's 515E PET. 8 z)-- #4 VEZ.T, @ 8'''qC. "- I - IN VOID 6ETWeEN SISI CIS r -ILL VOIDi w/ ria I2-7Ar FOU T I N G 1 : SECTION 811 Y,,('-4" I`3tZl C IL FI EKc 811 x 1'-4" tz1CK F7_V 5 IN VOK2 F-tETWEEK1 e4ZI CIL I T=1LL 1101 - W / M o IzTA Z _ v 7 1t3 M 04 --A - WAY 2' SQ CON C" Fva T I N Cz r2_'_SECTION.; wfyzll -Z if -011 3) - -1 4 r; A • WAY I 11 1 11 I 11 1; tl , Fx.15T TOP PLATE15Z/ i l- , 41SYZ LAM, ip 1/2 a '1/z 3x13 2 LAM,M, . 5L0CV_INCj A5 250,r pP3 " iY EL 5- da-' w PEVA t:S5/4 T al Y a f .Tr:M .x G P ft Vv," x4ya" 5a _. %d" X 4%"sa f . CLLILAM E EAM arzINCI- -- -- - --- - EL. + 10'- wiz 2xl IZAVN3ET ENP FO zx (p VEP -T•. r I IINSIDEFACE 0r NEW At711"f Ip VI f ----r--AF0IITECTUkAL WDa J e0LLIMN BEYONDTEE[.- COLUMN , L _ WALL 512-AMINC-1 : J 511 5"(Eft COLUMW ! IWELUE717TOTOP , 130TTOM ff.`s ) I I - DE1"AM p rDETAR: 2l" r i 3/4"' rLY W'P - - Ex15T FLOOK 3/4" PLY'uI'D r t CIST. FLOOR 5LJ13-FL002 ALIC-1N W)/ EXIST I FIN. FLP PlIrZ IPCi I N CI I2EfL2C3s @ IL1,C 2CS @ E<15T 2x8s 2xg 5LaCkINC-I 044 E5LOCV-INCarr ExI T 2xg ><"w 1- 0 r3ETWE Ea 01575 &COLUM OV -6 CONT. W/ e- 12 17 3 ' 2 x 8 Co KIT. W/2 - I Z D > (2) ICo K W. -------- .''n K ' ^\ myNAIL5@ICv" v.C. 51g It It E3pLT,5 _ n AlLS @ ICp° a c. 2%z" 0.p. _ - _ _ —_- - -____ ....... 4-95 , REPLACE ac p.T. OY B IJpTCµ = fZQTTEP 01Z PETEZIORAT ; @ 5Tl ,-.-___..--`-! P.T. SEcT I U Iv A5 IZEa' o. I LO lz EPL -ACE A5 IZE04 j_ fw 1[15T i3.ICIC, PIE -v- gtt x I'-4" 5? -ICY- P1E9, r- all D. c• IN Vol() 5E''( WEEN PS121CIL, >=1LL V0112 , 9 • ' 4 4 = 5),- 4 E-A, WaY L'}CI'5T- GUMC. 2' 5Q. COMIC. ' f F00 r1NC, - F0071NC, SECTIQN 4EpTKAJIQ:° LL z rJr Lj w O o N c o w O 00 iza 2 a a) N o n o_° QC U ILL0 N D C w O C C C) a z a co o N' z D LLJ w C dQ Lu U. w U C a Lu ;c:] , Z A ib Z' LLJ o cl z, ` 0 nv . PROJECT NO. ISSUE DATE: REVISIONS: DRAWN BY: CHECKED BY: I Y,Jr5TIN& 71 3 CEILING ON Zx4 FRAMING - lGivac, 2-2xb PEAPEER /METAL J-MOLP 4 PA2PWODD EC;GE— CAULK 6fpEAKER CLOT 5ff EAST 2X4 woo C D IX4 FAINT j PAIH1 PR, 1' 2''X5' oliF'L'(WaO Woop rllmEL-b 3/qw OVEQLAY f,00215 PAINT FAIN1 3/4 Ll wcop 1 x6o W001) FWAME. i I X(o v FAINT' PAIN! 14 FLYWO HELF PAINT FAINT METAL 6-MOLP 41 3/411 PUYWC0t;) l CAULK FA I Hl- ruf w v 5H E L V b W1 l pyqD fA It --}•T ETre -77.47 77.77--,rc. 7w woog VIATck E E)(16T)N6 FLATFORM-- FO<M - MA7CH 6XI671HG N01 TIA ALCOVE EX IST I N C-7 FLOO9 SOU ALCOVE SECTION @r SPEAKER LIME V4 'rl--woop 6PE.LF NEW &W?) WALL EPGE OF SOFFIT AWVf-:'-7 fLOW- 2 .. - '- - ' 9 1 R.I 1. 0 11 I b LDC K 1 HG - F R0 M 'l. x 4 3/q'' P$LYWOOD- FAIHI- EX115TING GVqb WALL FD6 OF PLATFORM 60f7F 17 - SEE PF --r. 4/9 7 T"', Mr; EX16TIN 6 T4 cr=ILIHG 1/11' Gwb IN T4 Lv yy C/ .—M %ATHING CHANCEL A?F-A- Zx4 r-RAMING WOOL? CA61NG MATC14 EX16TlHG-;,,- MA UI5TING CONTI N000,42 LIGHT TRACK ALUM,VINDOW MA-rCH EXI,5TING 4c MATCH FIXP5TIN ALIGN W/ WALL vq b INTERC-,)ECTION6 GWb WALL A HEAD" q I I o WOOP CA61NG =,----"ALUM, WINDOW MATCH Ulr5TIH&N MATCH FIX16TING WIT ALUM 6iDi Hs,4 -rRi m IN60LATION ftll-PING FI -LT JAMB' E LE C 0 UT UE -r eET, '50T. io 7- 4%.,% -T 00P,6t Ln4L o Tl U16TIH(v MATCH.ex t05TING 1 5AIT ALU m MATCH fP5TI`N(9 z V WV 6 e-A-rk4G W/ wBOLDING SPEAKER GRILLE ELEVATION SILL wl: "v E& r9YAC E6 15 6PACMETALJ-MOLP CAULK tl'I I I x Co MOP A e--'/ ED&E- Or- 60f= F IT ADGVe UPPER PLAN k,,,9 j (11--Jlo11 LJ6. NOTE: CONTKACTOiz TO YERIF:Nfo' P406H C?FHlH& PlMeNrDION05 rvILL AND DEAD 'PEIGHT6,AND DE-rAllb OF, f-4 M, PR- I'2`x 5'0" OVERLAY POOR6 13/41 PL`WOOP- ffAINT 0 15/4 FLYWoOD - PA 1N7- 1\ 1 I I N QV 6W?2 WALL 3/a" woop POW FIL6 FAINT 2.,A4 woov-;I clE'065 PAID/ ED&E OF PLATFORM DRAWN BY: CHECKED BY* 0 I 0 0 16 GUAG 71NG- DETAIL-:BRA^lZl W GO MN 711 1 ELECTRICAL PLANT' c I1 1 DET'A!L LIGHove:. L° 1 a iii l air v 1 x wv. TRjM 0AW .FiNl H) 2Z MAN OF,6FA610) FJ 50 MOJECT NO: ISSUE DATE: REVISIONS,: DRAWN BY : CHECKED BY' 1 1 LLJ O WLo Y' M C U c_7 V O W V) f` 0 M C co O0CN ry c l 000400LQ .O LL Q 0 LuLU ua cC L 75; U b O h c N 4 4} 7 a cn Z p Lu Q Q w iN LU x aj 0 0 16 GUAG 71NG- DETAIL-:BRA^lZl W GO MN 711 1 ELECTRICAL PLANT' c I1 1 DET'A!L LIGHove:. L° 1 a iii l air v 1 x wv. TRjM 0AW .FiNl H) 2Z MAN OF,6FA610) FJ 50 MOJECT NO: ISSUE DATE: REVISIONS,: DRAWN BY : CHECKED BY'