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06-0316 Delane Franklin_2of2
: :. NAIL IN P/P ELEV 11.00 17TH. PLACE 10' R/W 0 1/4" RBF S 70°57'10"E 79.19' IN14 COOr DRIVE UNDER A WEST. PT. LOT 1 sr 'te 1/2" RBF A. X 70593 �04�' +A• x 5/8" • BS ACCORDING TO THE F.I.R.M. DATED 6/17/86 THIS LOT IS WITHIN FLOOD ZONE A8, BFE 15. PRB Y 238 J. WH1TLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 912 -352 -0464 FAX: 912 -352 -7787 EQUIPMENT: TOPCON AP -LTA ERROR OF CLOSURE: LINEAR: 1/21,600 ANG: 3" /ANGLE BALANCED BY: L. S. PLAT: 1/172,000 0 10 SCALE: 1" = 10' DATE: NOVEMBER 9, 2004 SURVEY DATE: NOVEMBER 10, 2004 PLAT FILE NO. 04 -226 10 DRAIN RUNOFF WATER TO WATER COLLETION BASINS AS . SHOWN ON SHEET C,1 BEACH LOT 108 10 20 GRAPHIC SCALE - FEET 30 BENCHMARK NAIL IN P/P ELEV 8.83 PLAT OF THE EASTERN 80' OF LOT 1 OF A SUBDIVISION OF BEACH LOT 107, WARD NO. 5, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 15 17TH. PLACE FOR: TOMMY REESE THE PLANS ELEVATIONS, DRAWINGS, ILLUSTRATIONS, AND OTHER MATERIAL CONTAINED WITHIN THIS SET ARE THE PROPERTY OF THE RICHMOND HILL DESIGN CENTER, INC. AND MAY NOT BE REPRODUCED, EITHER IN PART OR WHOLLY, IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMIS- SION ON THE RICHMOND HILL DESIGN CENTER, INC. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS CONTAINED WITHIN THIS SET OF DOCUMENTS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR IMMEDIATE RESOLUTION. REVISIONS ■ . . richmond hill design center, Inc. • • PLANNING • . . ARCHITECTURE • • INTERIORS • • NEW CONSTRUCTION FOR TYBEE RETREAT -T &D DEVELOPMENT CO. w Q 'J 0 Q0 w CC' 2D z u) •5' W Nt.w w CIDv A .6 � >- Z is- Notes 0 o LQ veo 0 g gq -J U ci a; NOTE: GRADE AREA (APPROX. 20 TO 40' DIAMETER) AROUND NEW GRATE INLET WITH UNIFORM GRADUAL STOPE TOWARD TOP (SOD ALL DISTERBED AREA AROUND INLET). PROVIDE 24" EA. SIDE, 6" THICK R/C CONCRETE COLLAR WHERE INSTALLED IN UNPAVED AREAS 3 DAYS BEFORE DIGGING CALL TOLI.. FREE 1-800-282-74-11 05 -22 9 6 NYLOPLAST INLINE DRAIN BASIN AND GRATE OR EQUAL NOTE: PLUG UNUSED OPENINGS ON END OF PIPE RUNS a) C (t) 0 0 E 0 0 "C3 100% COMPACTION (MIN.) A.A.S.H .0. T-99 --vbee l_and Development Code 3-080-B-1 A driveway opening which connects a residential lot With public street shall not be oisater than twenty-Ne (2) in width. 3°080 Ail driveways must be COPStrUgUA of poramsthim Land i„'eve:oornen: Code NEW GRAVEL DRIVEWAY TO BE INSTALLED FLUSH WITH EXISTING GRADES Tyb Land Development Code 3 GO All driveways must be coutiTION amicable materiAgo WRAP STONE IN FILTER FABRIC WITH A 50% OVERLAP ON TOP MIL MINN 1\ 11111111113; 1111111111 N 1/21.4 •11111'f ANEW \ MIR 11111Prill 1=111111 WAS I: LOT 2 15" HDPE PERFORATED DRAIN PIPE (TOTAL LENGTH OF PIPE 148 L.F. ) AREA OF WATER INLET SHALL BE BETWEEN 1.5 TO 3.0 INCHES PER FOOT OR APPROVED EQUIVALENT RETREA NOTE: DRAINAGE PLAN BASED ON THE DEMOLITION OF EXISTING RESIDENCE ENLARGED DETAIL FOR PIPE SLOT PLACEMENT ' - \ ACCORDING TO THE F.I.R.M. DATED 6/17/86 THIS LOT IS WITHIN FLOOD ZONE A8, BFE 15. J. WHITLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH GEORGIA 31405 TELEPHONE: 912-352-0464 FAX: 912-352-7787 EQUIPMENT: TOPCON AP—L1A ERROR OF CLOSURE: LINEAR: 1/21,600 ANG: 3"/ANGLE BALANCED BY: L. S. PLAT: 1/172,000 PLAT OF THE EASTERN 80' OF LOT 1 OF A SUBDIVISION OF BEACH LOT 107, WARD NO. 5, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA 1E a 0 CL5 cri a) 0 SCALE: 1" = 10' DATE: NOVEMBER 9, 2004 SURVEY DATE: NOVEMBER 10, 2004 PLAT FILE NO. 04-226 NOTE: GRADE AREA (APPROX. 20' TO 40' DIAMETER) AROUND NEW GRATE INLET WITH UNIFORM GRADUAL STOPE TOWARD TOP (SOD ALL DISTERBED AREA AROUND INLET). 10.0' APPROX. EXISTING GRADE APPROX, EXTENT OF REGRADE AREA PROVIDE 24" EA. SIDE, 6" THICK R/C CONCRETE COLLAR WHERE INSTALLED IN UNPAVED AREAS 1 1 1111111111 -11 I I I 1 -_..' 1 -1 1 ! 1 =I r 1- 111 -11► =1 � � i -111 . OPENING FOR 15" PIPE NOTE: PLUG UNUSED OPENINGS ON END OF PIPE RUNS II lI WRAP STONE IN FILTER FABRIC =11 I • j BALI LL WITH A 50% OVERLAP ON TOP • ROUND GRATE 100% COMPACTION (MIN.) A.A.S.H.O. T -99 T 1 l—I .:. I I I I I I -1 I I -1 I I ; i 11= I 11 5% SLOPE NYLOPLAST INLINE DRAIN BASIN AND GRATE OR EQUAL SPECIAL DRAINAGE INLET NOT TO SCALE MOUND TO ALLOW SHRINKAGE #57 STONE '15" PERFORATED PIPE GROUND LEVEL :II ^' iI -M—III—ITT-1 t —M— Iii —III I I IT L MAXIMUM WIDTH 36" J CROSS SECTION VIEW THROUGH TRENCH MAXIMUM DEPTH 36" AREA OF WATER INLET SHALL BE BETWEEN 1.5 TO 3.0 INCHES PER FOOT OR APPROVED EQUIVALENT PERFORATIONS (HOLES OR SLOTS) ENLARGED DETAIL FOR PIPE SLOT PLACEMENT 10" DRAIN PIPE DETAIL NOT TO SCALE SOD 1 ** *CAUTION * ** UTILITY PROTECTION CENTER 3 DAYS BEFORE DIGGING CALL TOLL FREE 1 -800- 282 -7411 A ONE -CALL SYSTEM FOR COMMUNITY AND JOB SAFETY 1/4" RBF (MARK NAIL IN P/P ELEV 11.00 S 70 °57'10 "E 79.19' d 0 PLUG GRATE END INLET- 36" WIDE INFILTRATION TRENCH WEST. PT. LOT 1 15" HDPE PERFORATED DRAIN PIPE GRATE INLET---„, NOTE: DRAINAGE PLAN BASED ON THE DEMOLITION OF EXISTING RESIDENCE ACCORDING TO THE F.I.R.M. DATED 6/17/86 THIS LOT IS WITHIN FLOOD ZONE A8, BFE 15. PRB Y 238 J. WHITLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH GEORGIA 31405 TELEPHONE: 912 - 352 -0464 FAX: 912 -352 -7787 GRATE INLET -,.,„ EQUIPMENT: TOPCON AP -L1A ERROR OF CLOSURE: LINEAR: 1/21,600 ANG: 3" /ANGLE BALANCED BY: L. S. PLAT: 1/172,000 0 10 I I SCALE: 1" = 10' DATE: NOVEMBER 9, 2004 SURVEY DATE: NOVEMBER 10, 2004 PLAT FILE NO. 04 -226 P 17TH. PLACE 10' R/W S 71 °00'00 'E 80.03' + NEW GRAVEL DRIVEWAY TO BE INSTALLED FLUSH WITH EXISTING GRADES • . ca N 10.1' +AA 0 0 A. �b CONC. PLUG END (TYP) + FINISHED FLOOR '7,20/MS1- 0 0 ° FINISHED FLOOR 7,2O'4SL +A- + + , CONNECT DOWNSPOUTS TO GRATE INLETS 1/2" RBF GRADE AREA TOWARD INLET (T>`P) 36" WIDE INFILTRATION TRENCH 10 +A- 70`59 3 "W0 Q' 5/8" BS 15" HDPE PERFORATED DRAIN PIPE BEACH LOT 108 10 20 111•t11111111ll11111■ GRAPHIC SCALE - FEET GRADE AREA TOWARD INLET (TYP) 30 CONDO BLDG. 36" WIDE INFILTRATION TRENCH LOT 2 15" HDPE PERFORATED DRAIN PIPE (TOTAL LENGTH OF PIPE 148 L.F.) BENCHMARK NAIL IN P/P ELEV 8.83 PLAT OF THE EASTERN 80' OF LOT 1 OF A SUBDIVISION OF BEACH LOT 107, WARD NO. 5, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 15 17TH. PLACE FOR: TOMMY REESE RETREAT W W m >re F- SITE DRAINAGE PLAN U I v Q v ai 6 U (n (n 0 a c a? v a No: 24-747 C.) 0 a. CO 0 0 N (72 d 0) 0 a Sheet: 1 of 1 0 ACCORDING TO THE F.I.R.M. DATED 6/17/86 THIS LOT IS WITHIN FLOOD ZONE A8, BFE 15. PRB Y 238 3. WH1TLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 912-352-0464 FAX: 912-352-7787 NAIL IN P/P ELEV 11.00 S 70°5710E 79.19' WEST. PT. LOT 1 ( (1.3. ORG./ * 4v f.71 ,'' NO. 2249 t•-■ t4 7_1. SUR* Wart PICF+x •ct W-11. tertIACK MOWS= Uti) 0.1' 17TH. PLACE 10' R/W +A- 0 2,0‘0. 11C1VACA TYPICAL DOM Itl X S 71°00'001 80.03' cp + A- X A I A- + IONRCA/41,140140.14 14691X81137 XP L -VZ 7/01 1. Ip. It A- A. A 5/8" REF +_. CONC. + A- • 14 / 4 .1,61141/ ePAC2 2 SPALe 2 7. DP tP/2 ALE 1 \ 0 to EQUIPMENT: TOPCON AP—L1A ERROR OF CLOSURE: LINEAR: 1/21,600 ANG: 3"/ANGLE BALANCED BY: L. S. PLAT: 1/172,000 10 i I I SCALE: 1" = 10' DATE: NOVEMBER 9, 2004 SURVEY DATE: NOVEMBER 10, 2004 PLAT FILE NO. 04-226 P X 10 + x- 7�:59 3 W 80.0 X x 3' X DRAIN RUNOFF WATER TO WATER COLLETION BASINS AS SHOWN ON SHEET CA BEACH LOT 108 10 20 30 11111111111•111111111111111111 GRAPHIC SCALE — FEET 5/8" B BENCHMARK NAIL IN P/P ELEV 8.83 LOT 2 A) DUILD'&A_ -„, •_ 111-,Y:T7150_ Matham Coun.k.-A Wm VON CODE COMMUNE Every effort has been made to identify code violations, no oversight by the reviewer shall be construed as authority to violate, cancel, alter or set aside any applicable codes or ordinances. The review and permit should not be construed as a warranty or guarantee. E'zivIl 'Approved 0:emain on Job viewed By Date mezr-CG Flood hazard zone A. BFE No interior finishes, walls designed to allow entry and exit of tvater, no mechanical equipment. Only parking, limited storage and building access below BFE. PLAT OF THE EASTERN 80' OF LOT 1 OF A SUBDIVISION OF BEACH LOT 107, WARD NO. 5, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 15 17TH. PLACE FOR: TOMMY REESE of Flans i-fiusZ at M I 1710-Z!21 THE PLANS ELEVATIONS, DRAWINGS, ILLUSTRATIONS, AND OTHER MATERIAL CONTAINED WITHIN THIS SET ARE THE PROPERTY OF THE RICHMOND MI DESIGN CIIIITER, INC. AND MAY NOT BE REPRODUCED, EITHER IN PART OR WHOLLY, IN ANY MANNER WITHOUT THE EXPRESS WRIT= PERMIS- SION ON THE RICHMOND HILL DESIGN CENTER, INC. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS CONTAINED WITHIN THIS SET OF DOCUMENTS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR IMMEDIATE RESOLUTION. REVISIONS . . richmond hill design center, inc. • . PLANNING • • • ARCHITECTURE - • - INTERIORS NEW CONSTRUCTION FOR TYBEE RETREAT -T &D DEVELOPMENT CO. DRAWN %ITV CHECKED JTO DATE MARCH 2006 SCALE A5 SHOINN JOB NO. TYBEE RETREAT SHEET AO.1 I- -r 59' -8" 24' -8" 10' -4" 24' -8" r r 8" R/C WALL W/ #5 @ 8 "o /c E.W. ELEVATOR @ SHAFT) &) 1 t L. I_ aU EVATOR PIT 4' -0" B.F.F. r 4 a -1 3rd. FLOOR OOD FRAMING 2nd. FLOOR WOOD FLOOR TRUSSES 14' -0" 15' -10" 15' -10" 1st. FLOOR 8" P.T HICK DECK (5000 PSI CONCRET 14' -0" 0 (PARKING) FLOOR O WAL 8 "o /c E. . (TYPICAL @ STAIR &) ELEVATOR SI-RAFT) r J I L -I L I. T7/TT17777-fT7-JY71m7- x7-7,7777 ?7— .7777 ?T7'7 —?7'77 _ 7.7777^77 f/7r 14' -0" 15' -10" 29' -10" •. - 15' -10" 14' -0" 29' -10" 59' -8" GROUND FLOOR SLAB. MP.), 5" CONCRETE (3000 PSI) FLOOR SLAB W/ 6x6 10/10 WWF ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON COMPACTED SUBGRADE BROOM FINISH (SAW CUT JOINTS @ 15'o /c E.W.) REFER TO CIVIL DRAWING FOR GRADES a J .4 A 0 Q 0 0 TYPICAL BUILDING CROSS SECTION SCALE: 1 /8" :^ 1' -0" 3'- 8 "x1' -8 "thick CONC. GRADE BEAM w/ 5 #6's CONT. w/ #4 BOTTOM STIRRUPS © 24" 0.C. BEAM) (TYPICAL) e' rY g''t is/0.1- e[>tJC. C.Li1Z.0 NOTE: CONTRACTOR TO FIELD VERIFY THE STAIR AND ELEVATOR SHAFT DIMENSIONS WITH VENDOR SHOP DRAWINGS A FINAL COLUMN DIMENSIONS TO BE VERIFIED AND ADJUSTMENTS ADVISED BY THE P.T. SUPPLIER BASED ON PUNCHING SHEAR REQUIREMENTS FOUNDATION AND FLOOR SLAB PLAN SCALE: 1 /8" = 1'--0" co r 6 1/4 " THICK SLAB EDGE @ DECK 0 O 0 GROUND FLOOR SLAB. (TYP.) BROOM FINISH 5" CONCRETE (3000 PSI) FLOOR SLAB W/ 6x6 10/10 WWF ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON COMPACTED SUBGRADE (SAW CUT JOINTS @ 15'o /c E.W.) REFER TO CIVIL DRAWING FOR GRADES 3.-8"x 1 '-8"thick CONC. GRADE BEAM w/ 5 #6's CONT. (TOP & BOTTOM OF GRADE BEAM) w/ #4 STIRRUPS @ 24" O.C. (TYPICAL) 59' -8" 24' -8" 10' -4" Edit 3f 9.3.10 8" R/C WALL W/ #5 @ 8 "o /c E.W. STAIR (TYPICAL ELEVATOR CSHAFT) &) 24' -8" 8" zI 0 @z Q. 2 0 SL0Py LINE N 25' -4" ao I _t L 1 J 8" R/C WAL W/ @ 8 "o /c E. (TYPICAL @ STAIR ELEVATOR SIi4AFT) 8't8" cV «., 12' -4" L. " E I.a_ 0 @z tli CL > I ( - SLOPE I LINE N v Flood hazard zone Ai. BEE No interior finishes, !walls designed to allow entry and exit of water, no mechanical equipment. Only parking, limited storage and puilding access below BFE. 14' -0" 15, -10" 15' -10" 14' -0" 29' -10" 29' -10" 59' -8" NOTE: P.T DECK WILL BE 8" THICK (5000 PSI CONCRETE) FINAL DECK THICKNESS TO BE VERIFIED AND ESTABLISHED BY THE P.T. SUPPLIER A FINAL COLUMN DIMENSIONS TO BE VERIFIED AND ADJUSTMENTS ADVISED BY THE P.T. SUPPLIER BASED ON PUNCHING SHEAR REQUIREMENTS NOTE: THE REINFORCING DESIGN FOR FLAT PLATE FLOORS & ROOF WILL BE PART OF THE CONSTRUCTION CONTRACT. THE DESIGN WILL INCLUDE, BUT NOT LIMITED TO, POST TENSION TENDONS AND GRADE 60 REINFORCING. NECESSARY TO SUPPORT ALL LOADS. THE ADDITIONAL CORNERS, CANTILEVER SLAB AND COLUMN SHEAR REINFORCING SHOWN ON THESE DRAWINGS IS TO BE PROVIDED ONLY IN ADDITION TO REINFORCING AND DESIGN PROVIDED BY CONCRETE CONTRACTOR. REFER TO DESIGN NOTES FOR CRITERIA REQUIREMENTS. 1 ST. P f T FLOOR SLAB PLAN SCALE: 1 8" = 1 '-0" 61/4 " THICK SLAB EDGE @ DECK 0 0 0 If) NOTE: ALL FLOOR PENETRATIONS WILL BE PROVIDED WITH CAST IN SLEEVES. NOTE: CONTRACTOR TO FIELD VERIFY THE STAIR AND ELEVATOR SHAFT DIMENSIONS WITH VENDOR SHOP DRAWINGS 0 4' 8' 16' SCALE: 1/8" = 1' -0" PROFESSIONAL DAVID C. SLADEK P.E. in C 0 0) LL1 z w O_ i- w N 0 d_- i; '0 0 N N 0 ; 0 co M 03 t N I = tO N Z re) z N Q Q C 0 0 0 0 0. a� 0 0 U) 0 W0 ill Ce aan° Z w CI ±.� w d laLl3 FOUNDATION AND FLOOR SLAB PLAN TYPICAL SCHEMATIC BUILDING SECTION : U O 0 0 0. n Scale: AS NOTED Project No: 25-328 9- 0 a) a) z N 0 1' -0" 11 /it 0 iv 5000 PSI CONC. 3/4" CHAMFER (TYP.) #3 TIES @ 8 "o /c (TYP.) 2-- #8 2 — #8 2 — #8 2 — #8 12" x 24" COLUMN SCALE 3/4" = 1' -0" EXTERIOR PAVING SEE CIVIL DRAWINGS 03 EXTERIOR PAVING SEE CIVIL DRAWINGS • t t t— t t t - t I t. �... { t t - III- =► �- IIH1 �I 11.11 i ---- i i !..__.... l'-0" r 1 GROUND FLOOR SLAB. (1YP.) 5" CONCRETE (3000 PSI) FLOOR SLAB W/ 6x6 10/10 WWF ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON COMPACTED SUBGRADE (SAW CUT JOINTS @ 15'o /c E.W.) REFER TO CIVIL DRAWING FOR GRADES t t tI ,t t t jt t 2 — #5 CONT. TYPICAL EDGE OF GROUND SLAB DETAIL SCALE 3/4" = 1'--0" CONC. COLUMN, SEE DETAIL FOR SIZE & REINFORCING 1/2" P.E.J. 3' -8" 5 #6's T &B w/ #4 STIRRUPS @ 24 O.C. SECTION SCALE 3/4" = 1' -0" 36" 36" EXTERIOR PAVING SEE CIVIL DRAWINGS 00 t 1--1 1= 111- -- 111-----1 ,11 111 111_ . WALL STUDS (SEE ARCH.) POWER DRIVEN FASTENERS PLACE P.T. TENDONS TO AVOID WALL STUDS ANCHORAGE PLACEMENT POWER DRIVEN FASTENERS WALL STUDS (SEE ARCH.) TYPICAL EDGE OF P/T SLAB DETAIL SCALE 3/4" = 1' -0" -- CONC. COLUMN, SEE DETAIL FOR SIZE & REINFORCING 1/2" P.E.J. L in„ —, y t_ -11-11 I =' 5 #6's T &B w/ 4 1 1 1111_ (� STIRRUPS @ 24 O.C. III-, 3' -8" SECTION SCALE 3/4" = 1' -0" #5 @ 8 "o /c (TYP. CORNER BARS OFFSET 4" FROM HORIZONTAL BARS) _III • ..•••'.•'. ••'.•'. •_'. '. ••'. '. •• . '. •.•.•-..•'. -.•••'..-.•••'..• -• -, . F.F. 1' -4" o3 O "± (COOR.d w/ MANUF.) S2.1 8" R/C WALL w/ #5's @ 8" O.C. EA. WAY SHELF ANGLE, SEE ELEVATOR's SHOP DWG.'s • PROVIDE SUMP PUMP PIT, SEE PLUMBING DWG.'s • PROVIDE OPENING IN FOOT NG FOR ELEVATOR HYDRAULIC PISTON, REFER TO ELEV. MANUF.'s SPECIFICATIONS • PROVIDE ACCESS LADDER AS REQUIRED BY ELEV. MANUF. • PROVIDE SHELF ANGLE @ DOOR OPENING AS REQ.'d SEE ELEV.'s SHOP DWG.'s 11-11 �1! Ifl l�1 1�I- III -II- 1 I, ; 1 11111 =1111; , I '-=11 +� VIII III SECTION #6's @ 8" O.C. E.W. MIN. 3" CL. SCALE 3/4" = 1' -0" 11 _ 0a EXTERIOR PAVING SEE CIVIL DRAWINGS PLACE P.T. TENDONS TO AVOID WALL STUDS ANCHORAGE PLACEMENT WALL STUDS (SEE ARCH.) POWER DRIVEN FASTENERS —,. 8" P/T DECK POWER DRIVEN FASTENERS —" WALL STUDS (SEE ARCH.) TYPICAL STUD WALL AT P/T SLAB DETAIL SCALE 3/4" = 1' -0" 8" R/C WALL w/ #5's @ 8" O.C. EA. WAY #5 CONT. 3' -8" SECTION SCALE 3/4" = 1' -0" EXTERIOR PAVING SEE CIVIL DRAWINGS 1/2" P.E.J. 1--1 =III t 11, ,1 11j ,1 • 1' -4" Ill== 5 #6's T &B w/ #4 STIRRUPS @ 24 O.C. TOOLED EDGE (TYP.) 7 WOOD FRAMED SHAFT (SEE ARCH. DWG) 8" P/T DECK 8" R/C WALL w/ #5's @ 8" 0.C. EA. WAY TYPICAL ELEVATOR SHAFT AT P/T SLAB DETAIL SCALE 3/4" = 1' -0" SEE PLAN SLOPE DN. 8" P/T DECK all 01 intemavol FdW:ion Find S`daLe DRIP EDGE (SEE ARCH. DWG.) TYPICAL SLAB EDGE DETAIL AT BALCONY SCALE 3/4" = V-0" O.: Can F- 0 <10 �0 D Ct Ce z I Z co [. J CD m i!: STRUCTURAL DETAILS a. a t,o GENERAL CONSTRUCTION NOTES: ALL WORK UNDER THIS CONTRACT SHALL CONFORM TO ALL CODES, ORDINANCES, AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THIS WORK WHETHER SHOWN IN THESE DOCUMENTS OR NOT. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS AND INSPECTIONS. CONTRACTOR SHALL SECURE AND PAY FOR ALL INSURANCE CALLED FOR BY LAW AND AS DIRECTED BY FUNDING INSTITUTION. COPIES OF INSURANCE CERTIFICATES SHALL BE FILED WITH THE OWNER. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK WITH ALL TRADES INVOLVED. GENERAL CONTRACTOR SHALL VERIFY ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF EXISTING STARTING WORK, NOTIFY ARCHITECT /ENGINEER OF ANY DISCREPANCIES. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD BUILDING CODE, OSHA, ACI, AISC AND REQUIREMENTS AND ALL APPLICABLE STANDARDS. GENERAL CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING & FOR COORDINATION OF EQUIPMENT INSTALLATION AS REQUIRED. FEATURES BEFORE AND AITC CODES VENDOR DRAWINGS REFER TO ARCHITECTURAL PLANS FOR WALL OPENINGS, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ADEQUATE DESIGN, ERECTION AND MAINTENANCE OF TEMPORARY BRACING AND SHORING AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE STRUCTURE IS DESIGNED FOR A COMPLETED CONDITION ONLY AND THEREFORE REQUIRES ADDITIONAL TEMPORARY SUPPORTS TO MAINTAIN STABILITY BEFORE COMPLETION. DESIGN CRITERIA 1. FLOOR DEAD LOADS: 2000 IBC 8" P/T CONC. PARTITIONS FINISHES FIXED EQUIPMENT 2. FLOOR LIVE LOADS: SBC. TAB. 1604.1 ROOMS CORRIDORS MECHANICAL ROOM PRIVATE BALCONIES PUBLIC AREAS /STAIR HANDRAILS 3. ROOF DEAD LOAD: ROOFING INSULATION HANGING & MISC. CEIUNG FIXED EQUIPMENT 4. ROOF LIVE LOADS: (2000 IBC 1607.11) TRIBUTARY AREA: 0 TO 200 SF 201 TO 600 SF OVER 600 SF 5. WIND LOAD: (2000 IBC 1609) 3 SECOND GUST WIND SPEED (FIG. 1609) EQUIVALENT BASIC WIND SPEED (TAB. 1609.3.1) 100.0 PSF 20.0 PSF 5.0 PSF ACTUAL WEIGHT 40 PSF 80 PSF 125 PSF 60 PSF 100 PSF 50 PLF UNIFORM LOAD 200# CONCENTRATED LOAD Vas 130 MPH 2.0 PSF 6.0 PSF 9.0 PSF 5.0 PSF ACTUAL WEIGHT LIVE LOAD: 20 PSF Lr =20xR1 R1 = 1.2 - 0.001 A t (400 SF 16 PSF) 12 PSF Vfm 110 MPH 6. SEISMIC CRITERIA: (2000 IBC - SECT. 1615) SITE CLASSIFICATION: SITE CLASS "D" AVERAGE "N" VALUES: BETWEEN 15 TO 50 SPECTRAL RESPONSE ACCELERATION: SITE COEFFICIENT VALUES: FQ = 1.1, BUILDING DESIGN CATEGORY "C" * COOR.'d W/ ELEV. MANUF. FOR SUMP PUMP LOCATION AND GRATE COVER op i O 1' -0" MIN. 15" SQ. MIN. z Ss = 1.0, S1 = 0.3 F = 1.8 1' -0" MIN. I1I= III -1I1 •,1 -1 2' -0" 3' -4" SUMP PUMP SECTION N.T.S. #6's ® 12" O.C. E.W. COMPACTED SOIL 3 #5's E.W. (3 "CL.) SUB -GRADE PREPARATION NOTES: REFER TO GEOTECHNICAL REPORT (AVAILABLE FROM OFFICES OF THE JOB ARCHITECT) FOR TEST BORING AND SUB- SURFACE INVESTIGATION RESULTS AND SITE PREPARATION REQUIREMENTS. GENERAL CONTRACTOR WILL FOLLOW THE RECOMMENDATIONS WITHIN THE NOTED REPORT UNDER THE SUPERVISION OF A REGISTERED GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER WILL SUBMIT A WRITTEN CERTIFICATE OF COMPLIANCE WITH THE NOTED RECOMMENDATIONS AND THE SOIL TESTING REPORTS PROVIDED BY A REGISTERED TESTING LABORATORY IN THE SPACING AND FREQUENCY RECOMMENDED BY THE GEOTECHNICAL ENGINEER. PRIOR TO CONSTRUCTION, ALL BUILDING AREAS, PLUS APPROX. 5 FEET ON EACH SIDE, SHOULD BE STRIPPED OF ALL VEGETATION, TOP SOIL, ROOT SYSTEMS, ANY EXISTING PAVEMENT, FOREIGN OBJECTS AND DEBRIS. SITE DRAINAGE SHOULD BE ESTABLISHED TO PREVENT WATER PONDING WITHIN THE CONSTRUCTION AREA AND TO FACILITATE THE STORM WATER RUN -OFF. IF NECESSARY, THE SITE DEWATERING WILL BE EMFLOYED UNTIL THE FOUNDATIONS AND UTILITIES ARE IN PLACE. DEWATERING METHODS WILL BE SELECTED BY CONTRACTOR AND APPROVED BY ARCHITECT /ENGINEER. ANY UTILITIES THAT UNDERLIE THE SITE, SHOULD BF. RELOCATED AND THE TRENCHES BACK FILLED WITH APPROVED SUITABLE BACK FILL SOIL. THE BACK FILL SHOULD BE PLACED IN SIX INCH THICK LIFTS AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM -D -1557. THE EXPOSED SUB -GRADE UNDER FOUNDATIONS AIJD SLABS WILL BE LEVELED AND COMPACTED. ALL EXPOSED SUB -GRADE SHOULD BE COMPACTED BY REPEATED PASSES OF NON - VIBRATORY EQUIPMENT WITHIN EIGHT FEET FROM THE EXISTING STRUCTURES. ALL OTHER EXPOSED SUB -GRADE SHOULD BE COMPACTED BY REPEATED PASSES OF A VIBRATORY ROLLER. COMPACTION EFFORTS SHOULD CONTINUE UNTIL TH SOIL UNDER FOOTINGS AND SLABS REACHED DENSITY OF 95% IN ACCORDANCE WITH ASTM D -1557 FOR A MINIMUM DEPTH OF 12 INCHES BELOW BOTTOM OF THE FOOTINGS AND SLABS. ANY AREAS THAT BECOME UNSTABLE BENEATH COMPACTION EQUIPMENT SHOULD BE EXAMINED TO DETERMINE THE CAUSE. IF DUE TO UNSUITABLE SOIL, SUCH AS CLAY OR HIGHLY ORGANIC SOIL, THE AREA SHOULD BE UNDERCUT TO FIRM SOIL AND THE EXCAVATION BACK FILLED WITH APPROVED FILL COMPACTED TO 95% OF ITS DENSITY (IN ACCORDANCE WITH ASTM D- 1557). IF THE INSTABILITY IS DUE TO EXCESS MOISTURE IN OTHERWISE ACCEPTABLE SOIL, THE AREA SHALL BE AERIATED OR OTHERWISE: DRIED AND RECOMPACTED TO THE SPECIFIED DENSITY. ALL OF THE FILL FOR THIS PROJECT SHOULD CONSIST OF A CLEAN, FREE DRAINING SAND WITH A MAXIMUM OF 15% FINES. THE FILL WILL BE FREE OF ROOTS, CLAY LUMPS AND ANY DEBRIS. ALL OF THE FILL FOR THIS PROJECT WILL BE PLACED IN 8" TO 10" THICK, LOOSE LIFT; AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM -D -1557. ANY FOOTING EXCAVATIONS THAT ARE DIRECTLY AD, ACENT TO THE EXISTING FOUNDATIONS SHOULD BE DONE IN SMALL INCREMENTS TO AVOID UNDERMINING AND CAUSING LOSS OF SUPPORT TO EXIST. STRUCTURES. IF NECESSARY, THE EXCAVATIONS SHOULD BE SHEETED AND BRACED AND /OR THE SOIL IN AFFECTED AREAS SHOULD BE STABILIZED BY APPROVED METHODS. CONCRETE FLOOR DECK REINFORCING AND POST TENSION NOTES: STANDARD REINFORCING AND POST TENSION REINFC RCING DESIGN OF THE FLAT PLATE FLOORS SHALL CONFORM TO THE REQUIREMENTS OF ACI- 318 -89 AND BE CARRIED OUT BY PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF SOUTH CAROLINA AND EMPLOYED BY THE CONCRETE CONTRACTOR. POST TENSION CONTRACTOR SHALL SUBMIT DESIGN, MATERIAL, DESCRIPTION, STRESSING TECHNIQUES AND INSTALLATION PROCEDURES TO THE ARCHITECT /ENG NEER FOR REVIEW. THE DECISION OF THE ARCHITECT /ENGINEER REGAR:)ING ACCEPTABILITY OF THE POST TENSION LAYOUT, DRAWINGS MATERIAL, TECHNIQUES, PROCEDURES, ETC. SHALL BE FINAL. SEE SPECIFICATIONS FOR DETAILS CONCERNING MATERIALS, STRESS PROCEDURES, OPERATING TESTING, ETC. MATERIALS: A. POST TENSION TENDONS B. MILD REINFORCEMENT C. CONCRETE 0 28 DAYS Fu= 270,000 PSI (LO -LAX) FY= 60,000 PSI Fc= 5,000 PSI IN ADDITION OF SELF WEIGHT STRUCTURE, THE LIVE LOADS AND APPLICABLE DEAD LOADS SHALL BE INCLUDED FOR THE DESIGN OF THE TWO WAY FLAT SLABS. REFER TO I.B.G. 2000 AND DESIGN CRITERIA FOR LOADS. MAXIMUM TENSION STRESS USED FOR P.T. SLAB DESIGN TO BE 6 fc. REFER TO STANDARD CONCRETE NOTES FOR ADDITIONAL CONCRETE AND REINFORCING INFORMATION PIPE SLEEVE:, SEE ARCH. DRAWINGS FOR SIZE #9's T.&B. IV/ #4 STIRRUPS 0 12 O.C. 3' -O" LAP #9 BENT BAR z 2' -O" MIN. 2' -O" MIN. 3' -0" LAP TYPICAL GRADE BEAM SLEEVE NOT TO SCALE 8" R/C WALL t,. • STAIR LANDING (SEE ARCH. DWG) 3/4"0 GROUTED STUDS AT 12 "o /c TYPICAL STAIR LANDING DETAIL INTERMEDIATE - BETWEEN FLOORS SCALE: 3/4" = 1' -0" CAST IN PLACE CONCRETE, FOUNDATIONS AND FLOOR SLAB NOTES: ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS AS FOLLOWS FOUNDATIONS SLABS ON GRADE COLUMNS FLAT PLATES STAIRS SHAFTS 3000 PSI 3000 PSI 5000 PSI 5000 PSI 5000 PSI MIXING AND PLACING OF CONCRETE SHALL BE PROVIDED WITH CONSIDERATION TO WEATHER CONDITIONS AT THE TIME OF CONSTRUCTION. FOR COLD WEATHER IN ACCORDANCE WITH ACI 306, FOR HOT WEATHER IN ACCORDANCE WITH ACI 305. CURING METHODS SHALL BE SELECTED BY CONTRACTOR AND ARCHITECT /ENGINEER APPROVED TO SUIT WEATHER CONDITIONS AT THE TIME OF CONSTRUCTION. WEATHER CONDITIONS SHALL NOT BE ACCEPTED AS A VALID REASON FOR INCORRECT OR OTHERWISE POOR QUALITY OF CONCRETE OR CONCRETE SURFACES. CONCRETE FINISHES SHALL BE SELECTED TO ACCOMMODATE FLOOR COVERINGS. SCRATCHED FINISH FOR SURFACES INTENDED TO RECEIVE BOND APPLIED CEMENTIOUS APPLICATIONS. TROWELED FINISH FOR EXPOSED INTERIOR SURFACES. NON SLIP, LIGHT BROOM FINISH FOR EXTERIOR EXPOSED SURFACES. ALL FINISHES SHALL BE MINIMUM CLASS B TOLERANCES, EXCEPT FOR EXPOSED CONCRETE SURFACES WHICH SHALL MEET CLASS A REQUIREMENTS IN ACCORDANCE WITH ACI 301. GENERAL CONTRACTOR SHALL INVESTIGATE ACTUAL LOCATIONS OF UNDERGROUND LINES AND UTILITIES BEFORE EXCAVATING. ALL EXCAVATIONS NEAR THESE LINES SHALL BE CARRIED OUT WITH EXTREME CAUTION. UNLESS OTHERWISE NOTED, ALL REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO ASTM A615, GRADE 60. UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES AC! SP -66, LATEST EDITION. ALL BAR SPLICES SHALL BE CLASS C TENSION LAP SPLICES, UNLESS OTHERWISE SHOWN. PROVIDE STANDARD CORNER BARS AT ALL CORNERS. PROVIDE MINIMUM 3" OF CONCRETE COVER FOR REINFORCING STEEL WHEN THE CONCRETE IS PLACED DIRECTLY AGAINST GROUND. COLUMNS AND BEAMS WILL HAVE MIN. 1.5" REINFORCING CLEARANCE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. WELDED WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS AND BE WIRED TOGETHER. ALL SLAB AND FOUNDATION REINFORCEMENT SHALL BE TIED IN PLACE PRIOR TO PLACING CONCRETE. HOLD UP REINFORCING WITH TYPICAL STANDARD CHAIRS. REINFORCEMENT SHOWN SHALL BE USED AS DETAILING GUIDE. PROVIDE RE -BARS AS REQUIRED TO SUIT SPECIAL CONDITIONS. CONTRACTOR SHALL COORDINATE EXACT ANCHOR BOLT LOCATIONS AND LAYOUT WITH STEEL VENDOR SHOP DRAWINGS. FLOOR JOINTS SHALL BE LOCATED AS INDICATED ON PLANS. CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED FOR WORK SEQUENCE. STRUCTURAL STEEL GENERAL NOTES: TOP OF STEEL ELEVATIONS SHOWN ON THE DRAWINGS ARE MEASURED FROM FINISH FLOOR ELEVATION, UNLESS NOTED OTHERWISE. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO ERECTION AND FABRICATION TO INSURE PROPER ASSEMBLY OF ALL CONSTRUCTION. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT /ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND ERECTION. ALL STRUCTURAL STEEL, UNLESS NOTED OTHERWISE, WILL CONFORM TO THE REQUIREMENTS OF ASTM A36. STRUCTURAL PIPE COLUMNS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A53, TYPE E OR S, GRADE B OR ASTM A501. STRUCTURAL STEEL TUBING (SQUARE OR RECTANGULAR) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A501 OR ASTM A500, GRADE B. UNLESS OTHERWISE NOTED, ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIA. HIGH STRENGTH BOLTS (ASTM A- 325N). CONNECTIONS SHALL BE DESIGNED AS BEARING TYPE WITH THREADS IN SHEAR PLANE. ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE REQUIREMENTS OF THE AISC SPECIFICATIONS FOR BUILDINGS, LATEST EDITION. UNLESS OTHERWISE SHOWN, ALL BEAM CONNECTIONS SHALL BE STANDARD FRAMED OR SEATED CONNECTIONS AS SHOWN IN PART 4 OF THE AISC MANUAL OF STEEL CONSTRUCTION. ALL WELDING SHALL BE WITH E70XX ELECTRODES IN ACCORDANCE WITH AWS D1.1 AND EXECUTED WITH WELDERS QUALIFIED IN ACCORDANCE WITH REQUIREMENTS OF AWS D1.1. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, ANCHOR BOLT NUTS TO ASTM A563. ALL COLUMN ANCHOR BOLTS HOLES TO BE OVERSIZED IN ACCORDANCE WITH RECOMMENDATIONS OF AISC MANUAL FOR DETAILING FOR STEEL CONSTRUCTION. GROUT UNDER COLUMN BASE PLATES SHALL BE NON- SHRINK, MASTER BUILDERS, "MASTERFLOW 713" OR "FIVE STAR GROUT" BY U.S. GROUT CORP., OR "CRYSTEX" BY L &M CONSTRUCTION CHEMICALS, INC. OR EQ. MIXED AND PLACED ACCORDING TO MANUFACTURERS RECOMMENDATIONS. STANDARD SHOP PAINT SHALL BE RED ALKYD ZINC CHROMATE PRIMER PER FED. SPEC. TTP -636 OR EQ. PROVIDED PER APPROVED MANUFACTURER STANDARD. REFER TO ARCH. SPECIFICATIONS FOR FINISH COAT REQUIREMENTS. STEEL SURFACE SHALL BE CLEANED IN ACCORDANCE WITH SSPC -SP3, FOR PREPARATION PRIOR TO PRIMER PAINTING, UNLESS REQUIRED OTHERWISE BY PRIMER MANUFACTURER. ALL WELDED, BURNED, OR OTHERWISE DAMAGED AREAS SHALL BE REPAIRED AND RECOATED IN ACCORDANCE WITH COATING MATERIAL MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING FOR STRUCTURE AND ITS INDIVIDUAL MEMBERS SO THAT IT WILL BE STABLE DURING ALL STAGES OF CONSTRUCTION, AS OUTLINED FROM AISC SPEC. SECT. 1.25 - ERECTION. THE STRUCTURE IS DESIGNED FOR A COMPLETED CONDITION ONLY AND THEREFORE REQUIRES ADDITIONAL TEMPORARY SUPPORTS TO MAINTAIN STABILITY BEFORE COMPLETION. LLi a U) C 0 '5 cr 0 - 0 w 0 z z F- a...a 0 ...1 Lti LL, w oc,z CO IJ rW a w Od STRUCTURAL NOTES N N 0 a a 2 O I- 0 z d U) v N N Project No It) 0 0 N U) ai 0 n 0 a� a� U) ri:(0 ‘11. x 1 rn z irre Amy AY I • ItilA'l =Y.-1M, .igir: ,P1Malic:41-12Mallera-;Alumummemmiggegemmerrnommemomeargl -. i i ..,..„,,= 17.11 m I ik 111 --, 1 ›Aul -570 .,910 id a X Z II . I t.,.._ r M m I III r rn (14 r- °0 0 I III tu A 0 I II --■ ..... 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STRUCTURAL DETAILS Scale: AS NOTED Project No: 25-328 Date:August 2005 Sheet: of Graphics: TOM Design: DCS TYBEE RETREAT T. & D. LAND DEVELOPMENT #15 17 TH. PLACE TYBEE ISLAND, GEROGIA Revisions: DAVID C. SLADEK P.E. 21 WEST PARK AVENUE SAVANNAH, GEORGIA 31401 (912) 353-8800 FAX (912) 233-1172 e—mail: sladekpe©comcast.net <DR, R �� ` - r j f % ; i c i i i J ��I I L J I ��( - * 1 - . , , . . . . ; E �� . ��: o w i i i . ; : - - J . i i i i . . . _ A 1 t n i _ 4 & . , _ , I I , N ` I I - 7 / 8 " T J I # �� 6 0 S E R I 5 L i i 4 . r l e , O . G . 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M i f f / . 2 i M i r l f . . e l l i r r / M r & 5 o f ' �% A i I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 R 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 F " w i r e A r o - A l t e r a r m , A t l ' A l r f f r J A W - / 1 1 1 1 / l a f f i r M i r f a r t U a f - 1 . J i f f O . G . " " F L O O R J O l e f f i r m - A w e A i r ( ' A v e - f o w l 0 0 % - , a - s i l l . - - - - ! , 7 1 k t t s - - . 1 . " 1 1 - 7 . 5 " 1 , 1 1 # 5 5 0 S < I S I 6 ' O . G . F L O O R . . 1 0 1 T S - 2 . 5 S T R U C T U R A L D E T A I L S S c a l e : A S N O T E D P r o j e c t N o : 2 5 - 3 2 8 D a t e : A u g u s t 2 0 0 5 S h e e t : o f G r a p h i c s : T O M D e s i g n : D C S T Y B E E R E T R E A T T . & D . L A N D D E V E L O P M E N T # 1 5 1 7 T H . P L A C E T Y B E E I S L A N D , G E R O G I A R e v i s i o n s : D A V I D C . S L A D E K R E . 2 1 W E S T P A R K A V E N U E S A V A N N A H , G E O R G I A 3 1 4 0 1 ( 9 1 2 ) 3 5 3 - 8 8 0 0 F A X ( 9 1 2 ) 2 3 3 - 1 1 7 2 e m a i l : s l a d e k p e � c o m c a s t . n e t tn 0 SLOPE DWN 4011111111 SLOPE MAIN MaillOto rnt t-I §O O SLOPE DWN SLOPE DWN DO to > O SLOPE i(i b 10 DWN O r0 O 7J am* SLOPE DWN 41.1111 SLOPE DWN Mi#0* 0 r,> 2,2.:r� S -2.6 STRUCTURAL DETAILS Scale: AS NOTED Project No: 25 -328 Date: August 2005 Sheet: of Graphics: TOM Design: DCS TYBEE RETREAT T. & D. LAND DEVELOPMENT 17 TH. STREET TYBEE ISLAND, GEROGIA Revisions: DAVID C. SLADEK P.E. 21 WEST PARK AVENUE SAVANNAH, GEORGIA 31401 (912) 353 -8800 FAX (912) 233-1172 e —mail: sladekpe@comcast.net REVISIONS ©i l 7.06 • IG' f" SETBACK: LINE (4' -(1" REQUESTED.,tINg) ' zo --.o• SETBACK` LINE".. TYPICAL- 9O1;H . SIDES . ..... . • • 4' -43" CANTILEVER ABOVE • ACE ';2 sF,'ACE SLOPE SPACE 2 SLOI?E. lc rIy`tematidirai r li LInd C3 4t1 IMUNIMO'rt 8" X 8° CONCRETE BLOCK PIER TYP. 4 PLCS. Flood hazard zone A. f3FE _ No interior finishes, walls designed to allow entry and exit of water, no mechanical equipment. Only parking, . ?united storage and building access below BFE. S7AC €- r3LLOVv PLOOD (AE - Zone.) Hydrostatic vents required to relieve water pressure in enclosed space below flood elevation. 1 square inch of vent required for each 1 squaro toot of ticor area. Bottom of vent must be within 1 foot of the grade elevation Vents must be placed in opposite walls to permit water to flow. BUMPER BUMPER. 'PLANS =:Bi TAtION3., AR4W1NGS f1. J MliTiaNs. ANfi OT :IfAT?ERNL.Potti cfm::- • TOIS .'AE 1 ; :PO, E Rc1u Oi .'.INC:.:... Aript M Y Not aE i Pit tCl :: fIN':PAR? Oft WHO:I:Y, Ii ,G'TIiTt, C Rw! Li:: SONS; CONTAINED :: ',REPOT AHY UTR R WTIG REVISIONS 02.17.06 • , ALL :.COLt.JMNS',. ST14: OUT PIPE - COLUMWSHALL HAVE. • A.SIMPSON poLumN PC, • • ROD -FASTFNED, MANUFACTURERS SPEtIFICAT1ONS'. AQ*. ' FIBERGLASS •-• • .COLUMN: . . richmond hill design center, inc. - PLANNING • ARCHITECTURE • - INTERIORS - - IIIIII1111111111111111111111114.1`1: amemci I I ' Nme 71 maw. asims v —5" X: 54. X I/4" TUBE wEEL-46.._ KV (TV) ALL TUBES); irTstAitic-i-ro virmot VIth The Ceorgia °4-) faild 8inte; Gearc•lia AryieAlcirrielIs C,ilSilliaii011 must (,.(Imply with °fir; tfrfln t.*-Dg -'„73•,,gL--"rf,-71-7fk -11650 • .S"‘1..E 1/4" UNIT 1 1,363 .SQ; FT, - r- HEATED " 115 'SQ. FT. - COVERED TERRACE UNIT 2 - • 1,363 .SQ. - HEATED 1.15r SQ, FT. COVERED TERRACE „ . • VW MARS R6EVICIONS. •DR4EINOS; rwortintoss, AND,: WiTESIEte poivalm.moicfriww. ME lite • . •-• „ • PROPERTY OP •IRE. WOO* Hu 'Arkett,t CENTER. INC AND 1.61r mr!' �E -101PRODVer& EITHER AN PART. OR EROLLY.,: • ••• ltI ANY iiiOW11040.V. IRE EXPRERS ;ERTLIER PERLS- SION OK TitERIORRORR:•IEW.EEERtif EN 1N THE ....-:.q00.01'04••SHAWIVERIPtiAttLfD4101401'0'500*AMED„.: ; '• :.1.1.trinf:THIS--SerPtPOMESTS;'4D:JAH441#:„k2P010„--ANY. • • •„ORORPOEUOCIP',--TW:4-(0010,f9A:„'•0.040„0"TelENEWMON.. EMINNEN 111111 II —5" X: 54. X I/4" TUBE wEEL-46.._ KV (TV) ALL TUBES); irTstAitic-i-ro virmot VIth The Ceorgia °4-) faild 8inte; Gearc•lia AryieAlcirrielIs C,ilSilliaii011 must (,.(Imply with °fir; tfrfln t.*-Dg -'„73•,,gL--"rf,-71-7fk -11650 • .S"‘1..E 1/4" UNIT 1 1,363 .SQ; FT, - r- HEATED " 115 'SQ. FT. - COVERED TERRACE UNIT 2 - • 1,363 .SQ. - HEATED 1.15r SQ, FT. COVERED TERRACE „ . • VW MARS R6EVICIONS. •DR4EINOS; rwortintoss, AND,: WiTESIEte poivalm.moicfriww. ME lite • . •-• „ • PROPERTY OP •IRE. WOO* Hu 'Arkett,t CENTER. INC AND 1.61r mr!' �E -101PRODVer& EITHER AN PART. OR EROLLY.,: • ••• ltI ANY iiiOW11040.V. IRE EXPRERS ;ERTLIER PERLS- SION OK TitERIORRORR:•IEW.EEERtif EN 1N THE ....-:.q00.01'04••SHAWIVERIPtiAttLfD4101401'0'500*AMED„.: ; '• :.1.1.trinf:THIS--SerPtPOMESTS;'4D:JAH441#:„k2P010„--ANY. • • •„ORORPOEUOCIP',--TW:4-(0010,f9A:„'•0.040„0"TelENEWMON.. F. WELD CORNERS PLANNING ARCHITECTURE INTERIORS BEAM TO BEAM WEED Nlllliililllo ?i ltiit�ply 5_ vi h and State of G- A i9 #endr nt> EAM. <Tt), [� EAM VELD VAC Ctfl "A . tJ:l-_ INS BEA' lll?` *�i�f Edition do Arirei C,. 2005 OWTIDE ' .. 'DESIGNS OPW - UNITS 38c4 SECO\D LEVEL PLAN. SCALE 1/46 " = 1' -0" 264 SQ. FT. — ENTRY, STAIR, ELEVATOR UNIT 1,241 SQ. "FT. — HEATED 236 SQ. FT. - COVERED TERRACE 2,398 "SQ. FT. — TOTAL HEATED UNIT . 4 THE PLANS. EthvATIQNS: DRkWKGS, • I LUSTRATIQNS. AND OMER .MISRIAL ,CONTAINED R.flHiN ,T flS $`f. -ARE i€ 'PROPE riv O442103949949: .D88G$ _CE R. INC. ACD UAY 3401,13E'-':: Ire : "PARY.OR MIMIC MN fTE .EXP sRtus� sION ON:;4'HIi"itiC WO :#iai+::7»ON ORM III ALL COLUMNS;: i s P_IPIi`,,aximN` St1ALl COLUMN RCS?` FASTENED MANuFAcii",m wit$ SPECWICATIt>I � wwwrr�wlm #�ra�e��eawwer ry a ®r www �wwwww�a�e3- --c wwww 1111111101 wwww rr- n: - J�ilflrnIf hIIIL ;alp L III : IIIIIIII "". PLANNING • ARCHITECTURE • INTERIORS CANTILEVER BEAM. • BACK • `INTO WALL All .:€niir!Otl�) . I 1 i''lf ^p1 Iii t}t E ms, a;F'.5f,3 a.nice CONt3 LEVEL The GeorptE Coda __Edition OPSO As.3 • . UNIT 3 ''11,157 SQ. FT. -- HEATED 232 SQ. FT: •. COVERED TERRACE. }iNIT 4. 1,157. SQ. 'I FT. HEATED 232 SQ. FT. . - : COVERED TERRACE 170. SQ. FT: - MECHANICAL- & PUMP ROOM PLANS' NATIONS. DRA1FINGS. ILLUSTRATIONS, Atm iR TERIAL:. 4'ONTA# !writ* ;A&: .THE 0 ;T iMOND 1411'0 GR CENTORi., HNC: <EITHER IN PART : i}R Wig, Tiffs-- R> $S;101171 N ON :'lam ='131{ iioND •1014. D $IGI CEN1ER, NC, ::'t438.. k'RACifR' I;ATE1.404StA#SfC0ittAIHI3:_` HYDROSTOP WATERPROOF MEMBRANE - ROOF ysiEm STUCCO VENEER OVER ME TAL LATHE c`.4 . ROOF 1-17. REVISIONS 02.17.06 02.17.06 • I I I I 111 El I I I II I I I 1 I I I I M 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 THIRD FLOOR CL 1 I I I II IIII I I I I II I I II I I I ME 11111111111 11111 36" H ANORAK. 'PRT wit,5. -PRT:PicKETS g• (TYP),:777 Z SCON6:1LOOR FIRST FLOOR. Ct. 41: FISERGI.:ASS CO1101;*(1*.) 2 . . richmond hill •design center, . . . . M trilMENNE • • PLANNING • • • ARCHITECTURE • • • INTERIORS • FIRST Fop IBM --'omply with The (.3( Oo'ie L7noroy Code -• ' ,-;kfulnimmtvisoluts : . : 11011311111d11161111111 • ". . ; EMESEF, mal .tian mu t comply ,,:yith SAC trIC.A.i■ ROOD i':1r7rVii,;TOZ, ff.ikE -2:one) ilydrostate, vent required to relieve .,tiater pressure in enclosed spc heo hood eievation. 1 square inch of vent required for eacn 1 square toot of floor area. Bottom of vent must be within 1 foot of the grade elevation. Vents must be placed in opposite walls to permit water to How. NEW CONSTRUCTION FOR WINDOW T THE PLANS ELEVATIONS, DRAWINGS, ILLUSTRATIONS, AND OTHER ,MATERIAL CONTAINED WITHIN THIS SET ARE TRE- PROPERTY OP THE RICHMOND Hit; DESIGN CENTER, INC: AND MAY NOT ME REPRODUCED,- EIMER IN PART OR 'WHOLLY, IN ANY MANNER -WITHOliTMIE4XPRESS WRVITEN PERW SION ON ME NIONNOND-':H4,-ogsto; avER. INC: ,THE : CONTRACTOR SHALL YERWY 7A/1 DIMENSIONS CONTAINED THIS SET OF tiocuuracys 'AN». *4, REPORT ANY 'DISCREPANCIth TO THE 'ARCHITECT FOR 'IMMEDIATE 'RESOLU110 -• , •„ INVNIMOIMOWINI 1111 I 1 IBM --'omply with The (.3( Oo'ie L7noroy Code -• ' ,-;kfulnimmtvisoluts : . : 11011311111d11161111111 • ". . ; EMESEF, mal .tian mu t comply ,,:yith SAC trIC.A.i■ ROOD i':1r7rVii,;TOZ, ff.ikE -2:one) ilydrostate, vent required to relieve .,tiater pressure in enclosed spc heo hood eievation. 1 square inch of vent required for eacn 1 square toot of floor area. Bottom of vent must be within 1 foot of the grade elevation. Vents must be placed in opposite walls to permit water to How. NEW CONSTRUCTION FOR WINDOW T THE PLANS ELEVATIONS, DRAWINGS, ILLUSTRATIONS, AND OTHER ,MATERIAL CONTAINED WITHIN THIS SET ARE TRE- PROPERTY OP THE RICHMOND Hit; DESIGN CENTER, INC: AND MAY NOT ME REPRODUCED,- EIMER IN PART OR 'WHOLLY, IN ANY MANNER -WITHOliTMIE4XPRESS WRVITEN PERW SION ON ME NIONNOND-':H4,-ogsto; avER. INC: ,THE : CONTRACTOR SHALL YERWY 7A/1 DIMENSIONS CONTAINED THIS SET OF tiocuuracys 'AN». *4, REPORT ANY 'DISCREPANCIth TO THE 'ARCHITECT FOR 'IMMEDIATE 'RESOLU110 -• , (4) 2 X BLOCKING -- -- HYOROSTOP WATERPROOF MEMBRANE ROOF OVER. (2) 3/4" PRT PLYWOOD PREFINISHED GALV: METAL EDGE I X 4 S4S WOOD. FASCIA I X 12 S4S WOOD .FASCIA . 2 `X " 12 . S4$ WOOD.: SUBFASCIA 2' X 4 WOOD LOOKOUT ; 3/8" PLYWOOD SOF'FtTT /PORCH CLG RB52 CROWN MOLDING I X BEAM COVER .. ,. 2X2CONT. 3/4" A/C PLYWOOD 10" SQUARE FIBERGLASS COLUMN. ALL CORNER COLUMNS. TO HAVE 4" PRT POST INSIDE UNLESS OTHERWISE NOTED SIMPSON - COLUMN TIE ROD.. • TYPICAL . UNLESS' INSIDE: COLUMNS SUPPORT. IS USE° PRT WOOD. -HANDRAIL ?" HT PER CODE: ;BALUSTRADE 4" O.G. PROVIDE- LATERAL SUPPORT EVERY 4' REVISIONS 02.17.06 2X 10 FLOOR' 'JOIST .012 0.Q: -HYDROSTOP: WATERPROOF :• MEMBRANE. ROOF 'OVER .(2) 3/4 ".. PRT PLYWOOD, . PREFINISHED Gary, METAL, 1 OQ EDGE •I1E/S2 .CROWN ..MOLD.ING : 1 X- 4'$4$ WOO# FASCIA. • t` X BEAM COVER: {4) 2 X BLOCKING, 2 X•._-,2 :CONT. 3'4" A/C PLYWOOD.. • • PLANNING • • • ARCHITECTURE • • .INTERIORS . 3/8" PLYWOOQ: CLG 10" SQUARE FIBERGLASS COLUMN,.: ALL CORNER COLUMNS' TO HAVE 4 "- PRT` PAST .INSiOE: UNLESS OTHERWISE NOTED ...:. - SIMPSON COLUMN: TIE ROD: ' TYPICAL •UNLESS-"INSIDE COLUMNS SUPPORT IS SED'• PRT WOOD` HANDRAIL ' :iIT PER CODE. DALUSTRA E 4" O.C:.'PROVIDE LATERAL SUPPORT EVERY' 4' :. - • 2X .10 FLOOR HYDROS_TOP.WATERPROOF MEMBRANE -ROOF •OVER:' (2) 3/4' PRT PLYWOOD PREFINISHED' GALV.,: METAL Rte, EDGE ' SIMPSON COLUMN.: IE .;SOP. `. ' .TYPICAL UNLESS:INSIDE '> . • IKOLUMNS' :SUPP.ORT 1.$ .LJSEb PRT WOOD . HAND PER CODE: BALUSTRAD O:C., : PROVIDE -LATERAL • SUPPORT' EVERY 4' ; . 8 "POST : TENSION SLAB ` PORCH THE PLANS E Ev TibNSr' DRAWINGS, ILLUSTRA,TI©NS, AN OTKEit' MATERIAL 'CQNTA1NEP. :1'fTTIuN MBE SET ARE THE PRO? ERTY > ©P';Tii6;.IiiciiHOU744, -. ESIGH ".GETTER: AND ..NOT_. DU E(J,;'EiTHER :'IN ;Fltit7 :1112: WROLLY, I? JINY= MANNER ,±► T}l9VT ? & EXPRESS isiois; co�1 :rte: i1NT sti it ' i I1TTtIs#`. :`gtiR: 46!01i Ejtabstintailitainssisi Amok 162,1111dit 1.21/31.1111216162t111651:0115112:52.111MillitEIZEZI 1.2...1-41! OR, - • AT 1 27'O.C. 2 WOOD:, AS NOTE1/.: ASTE, BATI-1.f rive 4.4 T AMINO; glaiSSMOSNAMMilei itterieffilaialeari"VIONESSit must fi,-;--.:oy-i'apiy-f-Atin The 1248 ni-gia OcIde ,7-7.9-‘g. Edition Otate of Georgia A711911'dments 1 4" WEB .TRUSS Ft.00 - • s SYSTEM W/3/4" ADVAN TECH • PLYwopo SUB— FLOORINC 1 • POST. TENSION SLAB— : SEE SHt0'., s11 FQ.R. DE TAILS li 1 l*ritici vuteitrittnaterwin re Nt.ii iro lir vtat:.4 litivPir Iiiik picv is FIRE. A TED .TEN AN T SEPERAT104-VALL: 13ornply Wt attlidino ition and ;')f. imancifilonte _THE PLANS ELEVATIONS; "DRAWINGS. IlLOSTRATIONS. AND IYTHER MATERIAL colsiTmoni NITHIW THIS SET ARE THE PROPERTY OF THE, RICHMOND, HILL DESIGN CENTER, INC, AND HAY NOT BRavvitipticEp.EITHER,IIN PART OR WHOLLY, IN ANY MANNER IFITIMMit THE UMW WRITTEN !PERM'S- 'SION ON THE7-mcnkibtm,,H114 DESION 'CENTER,. INC. THE • CONTRACTOR SHALL yeRirir AU. DIMENSIONS ',CONTAINED WITHIN THIS 'SET OF DUMENT AND SHALL REPORT ANY 01SCREPNCAIES TO THE IMMEDIATE RESOINTION., .2.;;;;;;y••,, • `•: 1"L'• • 02.17.06 . richmond hill • design center, • • PLANNING • • • ARCHITECTURE • INTERIORS NEW CONSTRUCTION FOR • • • r)RAwt4 JT1D CHECKED JTD DATE - - AS SH:OWN TypEERFIREAT #360'.-(OR'1580 SEE .FR4IING,FLANS W.I.C. : +ma mper wfaol 'miso*la THIRQ Ftoorz BEDROOM. #2 SECOND FLOOR 4" .t:iyca' TRUSS MAS TER BED:ROOM FIRST FLQO ARAGE LEV1L ARAGE ..: . . .:,.. R SCHEDULE SYM.: SIZE DESCRIPTION- 0P- RATING: UNIT / NOTES • W12 x 26 GARGEATORAGE PLAN.;- itt FLOOR SYSTFM PROVIDE TRUSS HANGERS AT EACH • SIDE OF STEEL BEAM AS REQUIRED. BOLT BLOCKING W/3/4" CARRIAGE BOLTS; WASHERS AND NUTS PER THICKNESS OF BEAM. TYPICAL ALL STEEL. BEAMS • . ' , ' • X 6 - 4:: X 1-3/4» METAL •:.THERM-A TR-U DOOR • ELEVATOR: • -:' - 2 .30'-'• -- i - . ' • - , . '.-.:0"- X. 6'•.:L8'!.'.-X.: '1--.3/e. _._ MLTHERMA-TRU• DOOR, 20: MIN. FIRE- RATING METAL METAL THERNIA- TRU DOOR. W/3/4" CARRIAGE BOLTS,: WASHERS AND NUTS PER THICKNESS OF BEAM. TYPICAL ALL STEEL BEAMS . , 83,- . , 2.,13"*.,' •.. 6!:-E3" ,.•X 1-.344"-, . , • IJNIT 1 ' , „.: .. PROVIDE TRUSS HANGERS AT EACH S DE OF STEEL BEAM AS REQUIRED. BOLT BLOCKING LEVATOR, - • • , STEEL BEAM . N FLOOR SYSTEM 6. ' 1;6". X 61---8'?:' ...` .3 ETALTHERMA-TRO 000R20 MIN.- FIRE RATING. BEAM TO HAVE CUT OUTS FOR HVAC ON SECOND FLOOR. . . ..,- , :6''-78".:. 4.3/ ' AR. 11:'-• SLIDING . FRENCH DOOR DP 50 8068 ., ; . "1: "'"' 4 ; X.... 1 3 8 OLDED•,. 6.. PANEL .. MASONITE HOLLOW - • ORE.. DOOR UNITS • 88' ; __, . 9 2"-.80 K.' 6!;.-.-:•.e• • 1-3 8"*. : 1 MOLDEfi6.-EANEL.- MASONtit.:SOLID CORE. DOOR UNITS: #2 SYP '• ' - '• 10 MEM EMI -' .- 3 3'...» " XX 1.*: 2' -C1''• X:-'6'.--.' "- ' • ' 3 -..e • MOLDED:: 6. PANEL;M.ASONITE' 81;-FOLD DOOR UNITS X 5" X 1/4" 36 TUBE STEEL ON FRST,SECONP, THIRD to. Lotai-PAAELIMASONITE..HOLLOW CORE DOOR UNITS 2.'.: " • X • 6-, 1*:=4,3 - ' • OLDED6PANEL MAS•NITE HOLLOW ...CORE DOOR UNITS ' X '!*4:. ' - s' '."--- - • TEMPERED, • GLASS • SHOWER :DOOR '• • : ' 14 2-.4"- ,.,-3,./- Qi-Dt PANEL -MASbNITE SOLID CORE 000R UNITS • UNIT2- '' :•••- , , .„,„ ,„, . . ---:,--,... -- ; ., - • 1 ... 3!"!--, 0", X': -8 X • ' '1' 3 7,•• --..:- METAL THERMA TRU.- DOOR,-- 20 N..' FIRE RATING ---,• .. .. -- '-'1,8. , ., . _ . , ., 8':-==0!'' X- 6' .".'X•':.'13'/4:'. ,... _ ...... .. MARVIN: SLIDING -RENCH'..DOOR.,:. _ DP' 50 8068 , 17 ..• ,0- -•, . •- 21", • 1--- 3 .,,... MOLDtD6 PANEL' MASONITE:.:HOLLOW CORE DOOR UNITS -*•:,.18*-_ 2' X -'• :.' :' -:. -1/8"' -•:., MOLDED!. 6 PANEL 'MASONITE' SOLID CORE' DOOR UNITS .". 19: 20- ',--•,"i" ."x1-3,-/ ''...,:.., MOLDEDBPANEL MASONITE, 8I-FOLD DOOR' UNITS '-- ! 2' 40"'-X •'' .!.....8". X- V-A",:.::-:,•; MOLDED 3 PANEL- IvIASONI.TE .HOLLOW CORE. DOOR UNITS MEM NM • • . 2',.--: 8" X 6f4'•-• X •••1-37k)- - MOLDE66PANEL: MASON' TE .HOLLOW- .CORE DOOR UNITS _,-• -- - '• •- TEMPERED- SHOWER DOOR k:,5a ' ,. ' i” 4" : -.•• • 21-,-, 4",. - 6'-:- :. X :. 1771 ,GLASS- MOLDED 6 PANEL* -MASONITE ID. CORE DOOR UM TS -' . • UNIT -3 24 . • - ELEVATOR . .,_ . , • 25 3' • 0"... X', 6!,8" -•X'1 --: 3 4--..' METAL. THERMA- TRU. DOOR,- 20"; FIRE RATING • 26 8'L, 0" X:::: .:,-;8"-• X1.,- AR:VN• SLIDING FRENCH .. DOOR DP 50 8068 MEI 28 : 29 ' • '-. " • ' 6'-E‘ " X' 1-3. MOLDED 6 PANEL -MASON .TE HOLLOW CORE DOOR UNITS S 0" X' 3 . 8" --- rinall=11111=111 .OLE •,f6iPANEL-AS N TE'.13I-4.01:_13--DOOR UNITS' TEMPERE i.' GLA-S •SHOWE DOOR • . • 30.. 2' X-. -.' - .X .1.-.. MOLDED•:,PANEL ASONITESOLID CORE DOOR UNITS .. .- illni 32 2.-13", X X .,--1-,3 87% MOLDED'.:6 PANEL MASONITE SOLID CORE DOOR. UNITS ' • 3..-07 '. • '.1.. 1-3/8" * : - ,-.• ' '' 0 .OED- 6 PANL ' .ASONITE SOLID" COCA DOOR- UNIT UNIT 4:: ,. • _, ' - ' 33 3' 0" X •-•6'- X- 1--3 4. METAL-1.- THERMA-TR.0 DOOR-; 20. MIN.- FIRE. RATING X 6'-8"'• X, 1 - 3/4", MARVIN: SLIDING -.-FRENCH :DOOR iiiiV,--0"T 36 2'2- 4".' X: 6'- 8" - X 1-3' 8'-' -: M0LDb6 PANEL MASONITE HOLLOW CORE DOOR UN TS !. ' *!-: 6',- 8" X 1L-3J8"*:', MOLDED -r-'6--- PANEL MASONITE*..131'±FOLD DOOR UNITS . , 37 38 -, 41' „X . ...., . 4" 2 *:'• '; ltmP.EFED- GLASS: • SHOWER-- DOOR 21 • ''--: X 1-3 8"- •:::: MOLDED'. .6PmiEt'' ASONI,TE'.. SOLID.. CORE' DOOR UNITS. • 39 2!--. 8" X •'•47.;" X ';=-3/ "‘' ' • OLDE PANEL ,MASONIT SOLID CORE DOOR UNITS L._...„...:: * ..., Elnillil '' _ / I r 42.•-'' X':: X •:1,3/81',.,,,:-` P: .• .. ..4.: '',, MOLDEDe F;AN ' •MA N T • II ••R •-•R UNIT .37-.0!'r '-:- 7,. --:s '''.•-' -- . ' :-'--• ELEVATOR PUMP; :,•12`.- f'•=• - , 1-0' X •- - " '' . -1-:..,,3 ' MOLDEIXT3 PANEL- MASONITE HOLLOW- CORE' DOOR UNITS 43 • • : " ''._ OLDED.' 3. P.A.N.EL WA-SOW-1E: HOLLOW CORE 'DOOR UNITS • 4 8 ALL GLASS TO BE LOW VGLASS.. 'DOOR'SUPPLIEk`SHALL CONFORM TO ALL CODES PESIGNATED::-..TEMPERED, GLASS SHALL',E3E-INSTA1,4,E0.- DICTATED, BY CODE. CONTACT 'DESIGNER IF .41-y:-.80Ep-i.k.NciES AIRE''.FOUNO:,'pEr-oR. ORDERING: - . , 8EscktimoN REVISION$ 02.17.06' 1 1 1 . richmond hill design center, . 1 inc. PLANNING • • ARCHITECTURE • • - INTERIORS - • DP RATING 1 UNIT SILVER' 'LINE ;SINGLE HUNG UNIT -STANDARIY- MUTTIN PATTERN- , . DP50 2100 - 36x62 ILO:LINE SINGLE HUNG UNIT STANDARD MUTTlN PATTERN ALSE. SALiTTER- DP50 2100 - 36x62 .UNrt. 14" TypicAL FLooR MOSS ; W14X48 STEEL 10"` X 18`.':-CUTOLIT FOR HVAC •DUCT WORK. PROVIDE: 1" STEEL 'PLATES SIDE TOP, AND::: BOTTOM: -WELD-TO :=W1,4,X48 'STEEL • 1-43EAM- • - 2X WOOD -FILLER BLOCKS 3/4" GALV.',BOLT, WASHER AND NOT •18" '0.C. SILVER LINE SINGLE HUNG ' UNIT STANDARD FALSE SiAliTTER.': • , FAL:SE SHDIT MUTTIN PATTERN 2100 - 36x62 SILVER': LINE •SINGLE HUNG UNi T STANDARD MU TTIN :PATTERN- FAt;;SET,-SHUTTER FALSE SHUTTER' 2100 - 36x62 A 4.1 W1 4X48 .K.AM WI TH WOOD.' Fitt • • AyAIVAkleivil; . • • . ,..,... . 0, •••. . • . • 4)(48 1.$TEQ.:4,',L-130'm )QD TRUSS OQD rkixR.:1,1-RoOo14. if 00E1Y,:i**/..1*/27',.:"-XJ-HICKNESS' • . OLT ;WAY:: WASHERS;:: AND': NUTS 0Lf c16" O;C":i'Vf,;400,63gp.:4NOtH •-• TRUSS KA*4QER • .. . . . . . . . . . ALL GLASS' TO BE LOW :f GLASS. DOOR SUPPLIER` SHALL CONFORM TO ALL CODES Ksie;NATgo. TpopERto QLA$.5- SHALL BE INSTALLED AS DICTATED BY CODE. CONTACT DESIGNER IF „ ANY :DESCREPANCIES ARE FOUND .BEFORE ORDERING, - • • . . EXPOSURE "C" E.„ _, _ • • :. --- • . : . BEAM SI I LOCATION , • NOTES • W12 x 26 STE;LE4Alyi • itt FLOOR SYSTFM PROVIDE TRUSS HANGERS AT EACH • SIDE OF STEEL BEAM AS REQUIRED. BOLT BLOCKING W/3/4" CARRIAGE BOLTS; WASHERS AND NUTS PER THICKNESS OF BEAM. TYPICAL ALL STEEL. BEAMS • . ' , ' • 82 — Vit x 30 STEEL BEAM . . IN FLOOR SYSTEM PROVIDE 'TRUSS' HANGERS AT EACH SIDE OF STEEL BEAM AS REQUIRED. BOLT BLOCKING W/3/4" CARRIAGE BOLTS,: WASHERS AND NUTS PER THICKNESS OF BEAM. TYPICAL ALL STEEL BEAMS . , 83,- 1 14 X 34 SitEL B,EA bi Fl OQJ SYSTEM PROVIDE TRUSS HANGERS AT EACH S DE OF STEEL BEAM AS REQUIRED. BOLT BLOCKING , STEEL BEAM . N FLOOR SYSTEM W/3/4" •PARRIAGE. BOLTS, WASHERS AND NUTS PER THICKNESS OF BEAM. TYPICAL ALL STEEL 'BEAMS 84 W14 X 48 BEAM TO HAVE CUT OUTS FOR HVAC ON SECOND FLOOR. . .: PROVIDE TRUSS HANGERS AT EACH SIDE OF STEEL BEAM AS REQUIRED: BOLT BLOCKING W/3/4" CARRIAGE BOLTS, WASHERS AND NUTS PER THICKNESS OF BZAM. TYPICAL ALL STE Fi Br AMS . : . , 85 ()2 x, 12 • /12:S*P BOX PORCH: BOX BEAM HFADER , HEADER 88' ; • (3) 2 X.1)2 ,BEAM #2. SYP - -87 (2): 2 X12, #2 SYP '• ' - . . , NOTE' 5 X 5" X 1/4" 36 TUBE STEEL ON FRST,SECONP, THIRD D •FLOOR LEVELS ' . . ' . . ! , • . • BI ,.• 14X34' ,W12X30 - W12X26- pp\-..A: 6,75, :: 13.375 X 6.50 1,2.257.-: X -6,50 . . THE PLANS ET..EVAflON$ DAW1S . iLLPSTRATIONS:, AND • .• • 074E4 CONTAINED • THIS, SKr AR THE • " • PROPERTY of TNE UCHMOMD HUL wstcs cr NC • LHD MAY ET:f*PRoritici&1 EIiER IN Pin .-OR - IN tNY MANN2R *111.10.1.01i,t03:- IWRXS.11!,(13ITTEN SION:- ON D$t•IGN-..cgisll'elt:,Iii.C.Jii! • f : - • CONt.RAOT9it SHAU YORtri:41..;"PltiEilS400 OONTARO: , • ..0.0-:00P4RNI$401?:.4414,-• R2POWL .NY D1115rANelr4 TO 'T1'1-.-AkON't#T:'-rOk-'.1.0dics#0::'0,401,y11QN: 3/4- STUCCO OVER GLAV. METAL LATHE 1/2" CDX PLYWOOD 'SHEATHING W/ DUPONT' "STUCCO WRAP" ON ENTIRE EXTERIOR, NAIL SHEATHING,IN • ACCORDANCE W/ $BCC1SSTD, 10-99 STANDARD 5/8" GYPSUM eb.. 5' 1/2" R-1§. FIBERGLASS INSULATION „ • BETWEEN 2 X -6 WI)_ STUDS 16° D.C. • 3 1/2- R-13 FIBERGLASS INSULATION ONE ,SIDE ONLY BETWEEN 2 X 4 WV. STUDS 0 16- O.C. RATED FIRE WALL 1. AIR 'SPACE TYP TENNANT. SEPER A TION WALL/ROOF 3RD FLOOR sums '1.4./Irbu6PO)(14i;i;'r°sCDOS'•..4viREAOT11;1•1:9NG EXTERIOR NAIL SHEATHING' ACCORDANCE SOW: . STANDARD. 3/4• STUCCO.OER04i METAL LAT!It•-: . , . ,BAND co*Ro--jity. '111Ccp'•,VEOEE11' „ • . /8'. GYPSUM :5' lirr FIOERGLASS'INSULATION • BETWEEN-2 WI):, STUDS • 16 O.O.. 5/8" GYPSUM BD, 5 1/27 0-19 FIBERGLASS INSULATION BETWEEN 2 X6.WD. 'STUDS' 0161 .0:C. • I/27 CDX 'PLW10,0D SHEATHING W/ DUPONT "STOOD -WRAP" ON ENTIRE EXTERIOR, NAIL ,SHEATHING IN. :ACCORDANCE W/ SBCCI SSTD 10;99 STANDARD coriapiv The C.irad c of Itae:Olf,jie, Amendments • 12!" x 'F':OUNDAITON , PIERS YREINF;:4,/(8).•,-: ' 8'42E-R_OD.:10t-:..-0(..1:-CELLS': • • SOLCD-41'.4000 1?.S.1.-2..-CONCRETE R•:11 FIBERGLASS INSULATION GYPSUM BD.: • 5 1/2" R-I9 FIBERGLASS INSULATION • BETWEEN 2 X 6Y. STUDS. 16° o_c. PT: 2 x4 AT 15,•.; OVER PT. 2 X 10 BAND COVERED BY STUCCO VENEER 1:.OnSiTE.V.A.i(jn must comply vititb •.173 30;idirlp 3 1/2' R-13 FIBERGLASS INSULATION NE SIDE ONLY BETWEEN 2 X 4 O. STUDS 0 16- 0.0 TYR TENANT ,SEPERATION WALL/CLC 1ST/2ND FLOOR 2ND/3RD FLOOR PROVIDE- SPACEBACK, PROTEDITON , IF SEPERATION. 8ETWEEEN.13QXES . . IS LESS THAN • : ' • 6./8" • 3 1/2" lt,-.13 .:,FIBERGLASS INSULATION- silms 0 16";: 5/8* GYPSUM ,3 1/2" R-'13 FIBERGLASS INSULATION ONE WE ONLY BETWEEN 'X t 4214.-- sums 0 16' 0.c. - r AIR SPACE - 3 1/2" R-13 FIBERGLASS INSULATION NE SIDE ONLY BETWEEN 2 x 4 VA). STUDS 0 16- 0.C. WOOD BASE CENTERLINE OF TANNANT WALL , . , • • .• „ APPLY 10 ALL. ‘.014E, 'HOUR ..fiAsTtO WALLS LOCAL JURISDICTION :ENFORCES: SEPERATION:'PER LISTING' or-tioxt PERATI SCALE THE PLANS ELEVATIONS; DRAWINGS,' ILLUSTRATI ONS, OP OTHER MATE*, CoNTAMEO *AN THIS_ Sa ti!tg'W paint41 OF TR? RICHMOND ptii..ut4 cENTER INC AND NAY NOT HE UPRODqcEO;-, IMER Ri'f.. OR WHOLLY. IN . Atty MANNER IINTHOUT:THE': , '. WRftT4 PERVIS‘7: • ' ,: SION ON TNE:RIOHNONO: Rtili.;- ' INC -' Ti T EONFRAOTOW: »MENSlONs '' CONTAINED V--- "- ..-„—•- .--_-', , , WiTil1.k:110S' SET . '- - DOcUWENTS : !,-.: .:',..: P.14C*PogielE-'1V.• -trixtotAnio,t4 , ,.. , . , 02.17.06 111111111111•1111111111111111111 all1111111111111111111 all1111111111111111111111 11111111111111111111111 . richmond hill design center, inc. • PLANNING • • • ARCHITECTURE • • INTERIORS • • NEW CONSTRUCTION FOR DRAV*,: •JTO, cHeetcer> SoAt. AS SHOWN. JOB NO. TYBEE RETREAT • • " S T U C C O V E N E E R O V E R S T U C C O 8 0 A R D P E R C O D E A N D , I N S T A L L A T I O N , . . S P E C I F I C / 0 1 . Q N S 7 / 1 e " . O . S . S : S H E A T H I N G ' W " - T Y W K " : H O . t I S i ~ W R A P t } I Y � E N T I R ' . E X T E R I O R . . N A I L S H E A T H I N G . " A C C O R D A N C E . W / S B C C I . S S T D ' 1 0 - < 9 9 ' S T A N D A R D ' F ' ; 2 x 6 S T U D . W A U . w / 5 - 1 / 2 " R - 1 9 B A T T I N S U L A T I O N / 2 " ; c i i 1 r 4 . 4 4 < e 0 A R D . H E A D E R , : A S " S I E C ' O P R E F I N i S H E � A L U M : F L A S H I N G 1 X 4 S 4 5 ' ' W O O D W / 3 / 8 " S L O P E 2 X 4 : P . T " - : B L O C E C I N G f 2 B . - 7 4 M O L D I N G . 5 / 4 X 6 S T U C C O 6 A N p " S T U C C O V E N E E R O V E R S T U C C O B O A R D P E R C O D E A N D I N S T A L L A T I O N < S P E C I F I C A T I O N S 1 X 4 S T U C C O w / 3 / 8 " S L O P E R B - 7 4 M O L D I N G P R E F I N I S H E D A L U M F L A S H I N G 1 / 2 " C D X S H E A T H I N G W / " T Y V E K " - H O U S E W R A P O N E N T I R E E X T E R I O R . N A I L S H E A T H I N G A C C O R D A N C E W / S B C C I S S T D 1 0 - 9 9 S T A N D A R D 2 X 6 S T U D W A L L w / 5 - 1 / 2 " R - 1 9 - B A T T I N S U L A T I O N 1 / 2 " G Y P S U M B O A R D ( 3 ) 2 X 6 W / 1 / 2 " P L Y W O O D H E A D E R P R E F I N I S H E D A L U M F L A S H I N G 1 X 4 S T U C C O w / 3 / 8 " S L O P E 2 X 4 P . T . B L O C K I N G B A C K H A N D R B - 8 8 6 1 C A S I N G " 1 / 4 ' S H I M S P A C E B A C K E R R O D & . C A U L K . _ S I N G L E H U N G V I N Y L W I N D O W W I N D O W . A S S P E C ' D " R 8 7 4 M O L D I N G S T U C C O V E N E E R O V E R M E T A L L A T H E M A R G I N 5 / 4 X 4 S T U C C O L O U V E R I M P A C T S H U T T E R A S S P E C I F I E D A S S P E C " O . 3 X 3 ( F U L L S I Z E ) S 4 S W O O D # 1 P T . D U R A P I N E S I L L $ i N G L E . H U N G V I N Y L W I N D O W W I N D O W . , : A S - S P E C ' D R $ ��$ 8 0 1 C A S I N G R B : : - 2 8 0 ; . B A C K B A N D 1 / e S H I M " S P A C E 1 / 2 " . G Y P S U M : 8 O A R Q { 2 } . 2 . x s 6 ` . " 2 X 6 S T U D ' W A L L W / 5 4 1 / 2 �� R 1 9 B A T T I N S U L A T I O N 7 / 1 6 Q . S B , a H E A T H i A I G : W t Y V E K " " H O U S s � , / W R A I ' : : O t t " E N T I R E x T E R I O R . " N . . A I f , : 5 1 . i E A T r f i N G : " A C O R 6 A N C ( ' W / 8 8 6 0 . , S S T � 1 0 - $ 9 : : S T A N D A R D " S T U C C O " V E N E E R . O V E R . . ^ - - = S T U C C � , . B O A I 2 0 P E f �� . C Q " A N D - 1 N S T A L I . A T I O N S P E C I F I C A T I O N S : " . ' , . 5 / 4 X 4 : S T U C C O t i I I t A r / 6 0 1 , 5 1 ��. . _ . m i a m m i n g i = 4 1 0 1 7 ; g i u m m i r s u i l a n i m p r i i i i m i n s u 1 ; �%���% X 2 S 4 S # 1 P . T D U R A P I N E S H U T T E R L O U V E R I M P A C T R E S I S T A N T A S S P E C ' D 3 / 8 " C D X P L Y W O O D B A C K I N G ( P A I N T B L A C K ) A T I O N B 4 - 1 / 8 " W . ( E X A C T S I Z E C U T I N S U L # 2 1 9 8 O . C . E T W E E N W / B A T T 1 / 2 " G Y P S U M B O A R D 4 - 1 / 8 " W . ( E X A C T S I Z E ) C U T # 2 0 8 " O . C . W / B A T T I N S U L A T I O N B E T W E E N 4 - 1 / 8 " 1 - 1 / 2 " X 4 - 1 / 8 " ( E X A C T S I Z E ) 3 / 8 " C D X P L Y W O O D B A C K I N G ( P A I N T B L A C K ) ( 2 ) 2 X 6 2 X 6 S T U D W A L L w / 5 - 1 / 2 " R - 1 9 B A T T I N S U L A T I O N 1 / 2 " C D X S H E A T H I N G W / " T Y V E K " H O U S E W R A P O N E N T I R E E X T E R I O R , N A I L S H E A T H I N G A C C O R D A N C E W / S B C C I S S T D 1 0 - 9 9 S T A N D A R D V I N Y ( . . S f N G \ W I N D O . W ' - . 8 8 - 1 / 9 5 , ' S I L O " : R B : " 8 8 O 1 A P R O N i / 4 " $ H I M S P A C E . . B A C K E R R O D : & C A t A K X : . 2 : 5 4 e , ( E X A C T ' ' S i Z E ) # } P T . . O u R A P I N E 8 1 1 ; 1 : . S T U C C O . V E N E E R O V E R S T U C C O B O A R D P E R C O D E A N D I N S T A L L A T I O N S P E C I F I C A T I O N S 5 / . 4 X 4 S T U C C O P R E f l H $ a 1 ��E Q : A t U M . f ` C A S H I N G . - ' E 7 C T E N f J ' - 1 , I P . 0 , 1 p U N Q E t ; : * . N , p 0 T O . 1 b R f ��, : P A N 1 / 2 " , G Y P S U M B Q A f 2 Q : ' ; R - 1 9 3 A 7 ' T 1 t S U L A ? ' I U 1 W ��t . 7 / t t ; ' ' . . 1 1 : S : ; y ' S H g A ` T i _ I 1 N G ; . W - " T Y V E ` X I I Q 1 l S E = : , W R A P O N � N T I R E X T E R I O R ' , ` N A I L } , S H A T I 4 f { J G . , . . A b c t o 0 N C E ` . G . y . A b C C I 5 5 T f ) : ; 1 . 0 - 9 9 . . S r A N Q A R O S T U C C O � V E N E E R Q V f ; R . : S T U C C O : B O A R D : : ' P E R C O D E . A N D : I N S T A L L : A T I O N S R E C t W i Q A T K ) t * I S , 1 X 2 S T U C C O B A N D S H U T T E R L O U V E R I M P A C T R E S I S T A N T A S S P E C ' D E D G E O F S I L L B E L O W 1 / 2 " G Y P S U M B O A R D 4 - 1 / 8 " W . " ( E X A C T S I Z E ) C U T # 2 0 ' 8 " ' O . C . W / B A T T I N S U L A T I O N B E T W E E N 3 / 8 � C D X P L Y W O O D B A C K I N G ( P A I N T B L A C K ) S H U T T E R L O U V E R I M P A C T R E S I S T A N T A S S P E C ' D O U T S I D E E D G E O F J A M B - - - - ���� P R E F I N I S H E D A L U M F L A S H I N G 3 X 3 ( F U L L S I Z E ) S 4 5 W O O D # 1 P T . D U R A P I N E S I L L 1 - 1 / 2 " X 4 - 1 / 8 " ( E X A C T S # 2 C O N T . 2 ' 8 - 1 / 2 " R O U G H O P E N I N G J A M B 3 = 1 ' - 0 � 4 - 1 / 8 " ( 2 ) 2 X 6 C O N T . 2 x 6 S T U D W A L L w / R - 1 9 B A T T I N S U L A T I O N 1 / 2 " C D X S H E A T H I N G W / " T Y V E K . " H O U S E W R A P O N E N T I R E . E X T E R I O R . N A I L S H E A T H I N G A C C O R D A N C E W / S B C C I S S T D 1 0 - 9 9 S T A N D A R D F A L S . E : S H R C T I O N S E i d i t i x , n a n d R E V I S I O N S 0 2 i 7 . 0 6 �% . . r i c h m o n d h i l l d e s i g n c e n t e r , . . i n c . " P L A N N I N G " " , A R C H I T E C T U R E " " I N T E R I O R S " N E W C O N S T R U C T I O N F O R o 0 I - w l r i m r 0 w a w a o t s w o 4 C r w w w C O Q r T H E P l A N S E L E V A T I O N S , D R A W I N G S , I L L U S T R A T I O N S . A N D ' O T H E R M A T E R I A L C O N T A I N E D ' I R T H I 1 i " ' T H I S , S E T A R E T H E ` P R O P E R T Y ' O F - T H E , R I C H M O N l i ' . H I L L : b E S . G N C E N T E R . I N C . A N T ) N A Y . N O T , B E R E P R O e l i c e 8 ` E 1 T N E R I N P A R T - . O R . I I H O j L Y . T N ' A N Y ' W A N N E R ' M I T I L O U T T h e - I ' R 8 5 S - _ M I i t T ' 1 ` T i N P E R M I S - " . S I O N O N T H E : R I C H M O N D : ` " H T t 3 : ` . D E S I G _ . O N T � R . . 0 1 1 C : T H E C O N T R A C T O R . S N A I L L , V E R I F Y 4 4 - P I i t * N 8 1 Q N S . C O N T A I N E D ` . ; - W I T H I N T H I S : S E T O 0 . D O C U M E N T S A N D : S H A L T : R E P O I Y # ' ; A N Y D I S C R E P A N C I E S . ' A Y T h E " A i C W I E C I ' ; � O R . I . T i I i E D I A 1 ' R E S O L U T I O N : " .J°1 TOl O 111 )(HA14S7:TP� :SWITCH:ANp sHA : R N : EI g L NOTES A s SHA € 43E' INTERLOCKED 'WITH: ROQIYLLIANT :T#IE OORM LIGHTS ARE ON, AND OFF WHEN` ROOM A t ►: + EPT'W ER _INTERN AC3 I D PUG ' HANGERS AND:SUP !QRTS:.SNAf„L .RE CONSTRUCTED OF GALVANIZED OR CORROSIVE RESISTANT IVJATERIAL, .IN.ACCORDANCE WITH SMACNA DUCT .CONSTRU4T1QN STANDARDS: GANGES S.HiALL'BE•TAPERED IN ACCORDANCE ON .=STANPARt?5,4.' . `IN co RANGE W TO,SMACIA :CONS:T. -ST ©S. BYSTE (#:TO WIT IN S 4 F 'S OF • PORT`SHOWING,THE:.BAI;ANCING VALUES `” 'RIOR:1 f FINAL INSPECTION. ABOVE FIN .O.L, :AND' SHALL BE A fST",I< SIA; BEiltU •Y;. GH L GEOVER ,l, ' Iis WORK.W'',4.. OTHER TRADES. THE P ANS:tA p: SHA - e,ERFORM • ALL ERfS 2EPRESENTAT tE :::: - ETHE AIR SYSTEMI:WITH;THE EXHAUST OPPOSEi BLADE PPER - I?:T.HE SUPP Y AND .;' to NCING SHA ,f `8E'SET.ANf DETERMINED B RCFINN PRODUCTS MODE . 6.SE EXTRACTOR BED: SEED AS .PART:OF THE4HVAG RETURN'=AIR SYS. TALL BE PVC Milt x t TRAPS AND SHALL BE = ., • i /IT a. ` TERIc R:OF THE BUILDiNe AND TURN ES SHALL. BE `iNSU TED.: °TH FULL.' I ENGTTH:: CT 3RS > DEL'65 SCOOP AND F AMPER "AKE i PS A SHAD. s E USED TO' BALANCE THE. . D F IBLE INSC�E ATED' .t CTS �A-S:'MANUFA�CTURED . TM.A -525.: F'OR • ZINC COAT. • ,ODELS•'WI .RIOR „APPROVAL.. SNITH.`A, REMOVABLE: P0,1,4-: . 'I�#IS • " H #li OMPLY WITH AI P 1 $ EC` IONS'OF ' tE.FOLLOWING RD. BUIL ING CORE .I ATEST EDIT ON: B 1NiFPJ4`:itl : 'LIFE SAFE ,CODE [A'CEST;EDITION. 'C. NFPA; r. tIIIIUE tiS Ct?t LATEST EDITION. ' •D. :.NFPA' $.fi A, AIR 'CONDITIONING A :VENTIL A i IN±S SYSTEMS, LATEST ED. • E.':NFPA 90 -B WARM .AIR .HVAC SYBigta S; TEET EDITION. F. SMACNA . STANDARDS FOR l;L3VIt- PRESSURE DUCTS. • • • • • PLANNING • • • ARCHITECTURE • INTERIORS . ! l i t-`Vt/ f C ;t i "l s;i as c.omply ',=di fi _},;t is !,lieina'il'el'al Fuel i..PC-). Std ` 1 .10 v. 41, 0 et ANIS tad I VosVa'V--.0 A0P.n c.,‘ovlip1N1 Q.(1\ Ciss Ck, 4' REVISIONS ra 02.17.06 . . richmond hill design center, . . inc. • • PLANNING • • • ARCHITECTURE • - INTERIORS • NEW CONSTRUCTION FOR W5 0 Es w J 0 a. 2 I NLLi '12 rs co Z ' D r■ 0 0 ° re 2 !mom F._ J 0:. • um Kos an, mans aumeow. ANO DINER ItAININAL COW/ASO IMINN 1 2 1S I t Mt YU PROPORTY Of rait SIMON NIL IMMO* CINITIN, WC. AND NAY NO? 11$ PODUZD • skew m PAT OR noux, IN ANY SION ON . ThE UOD flU OPt INC. OWINACIAN REVISIONS 02.17.06 EMI IP . . r7ichrnond hill design center, .inc. PLANNING • ARCHITECTURE INTERIORS • Ai\ t, lnsta.11ztions must F al �f, °C;�� 01i i n i l 2 i °J iill�c �,14?Ci I � !.'•r -11p 'l TAN PLANS N A MOMS, wsimuipito, Ask OUP 'AMPIAL COIgtA t! . !lit . . TEX. .PROPER"fl • , '... '` .,aac', ,AIRD -MAY AO'? "ttlt" _ , Ap .>i "IN: PA !°. *" MOW, 0 ANY " OA MI - t NINA£Rt1* J r - - L J L { / I / 1/ / / / / \ I I, N 47 = ? Li a F'',.6o-4 E t.�ik- ,4.7.,.1G / /U- LI rttiLit sac ?►�.lN k.�.'i C,7 fP J L t h4 E H- L. J r PLUMBING GENERAL NOTES 1. ALL DRAIN LINES SHALL BE PVC ABOVE GRADE AND SHALL BE PVC BELOW GRADE, IF LOCAL CODES PERMIT. IF NOT PERMITTED BY LOCAL CODES, THE CONTRACTOR SHALL INSTALL SV. WT. CAST IRON PIPE. 2. MOUNT ALL HOSE BIBBS OR WALL HYDRANTS 18" ABOVE FINISHED GRADE. 3. COLD WATER AND HOT WATER LINES SHALL BE INSTALLED BELOW GRADE. ALL LINES ABOVE GRADE SHALL BE INSULATED CLOSED CELL INSULATION OR ARMAFLEX 2000 ROLL INSULATION. ALL JOINTS SHALL BE WRAPPED WITH DUCT OR ALUMINUM FOIL TAPE OR OTHER APPROPRIATE TAPE. 4. SHOCK ABSORBERS SHALL BE INSTALLED AT ALL PLUMBING FIXTURES ON BOTH COLD WATER AND HOT WATER LINES. S. PLUMBING INSTALLATION SHALL COMPLY WITH THE INTERNATIONAL PLUMBING CODE, LATEST EDITION, AND ALL LOCAL CODES, AS APPLICABLE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND FOR SCHEDULING ALL OUTAGES AND INSPECTIONS WITH LOCAL AUTHORITIES. 7. COPPER TYPE "L" SHALL BE USED ABOVE GRADE FOR BOTH COLD AND HOT WATER LINES. 8. WATER MAINS SHALL BE SCHEDULE 40 PVC PRESSURE RATED, SOLVENT JOINTS, IF LOCAL CODE PERMITS. IF NOT PERMITTED BY LOCAL CODES, CONTRACTOR SHALL INSTALL TYPE "K" COPPER PIPE WITH SIL -FOS JOINTS. 9. SEWER LINES SHALL BE SCHEDULE 40 PVC, IF LOCAL CODES PERMIT. IF NOT, THE CONTRACTOR SHALL INSTALL SV. WT. CAST IRON PIPE. 10. PIPES, FITTINGS, VALVES, AND OTHER ACCESSORIES SHALL, UNLESS OTHERWISE DIRECTED, BE UNLOADED AT THE POINT OF DELIVERY, AND STORED WHERE THEY WILL BE PROTECTED AND WILL NOT BE HAZARDOUS TO TRAFFIC. THEY SHALL AT ALL TIMES BE HANDLED WITH CARE TO AVOID DAMAGE. THE INTERIOR OF ALL PIPES, FITTINGS, AND OTHER ACCESSORIES SHALL BE KEPT FREE FROM DIRT AND FOREIGN MATTER AT ALL TIMES. 11. ANY DEFECTIVE, DAMAGED, OR UNSOUND PIPE SHALL BE REJECTED. ALL FOREIGN MATTER OR DIRT SHALL BE REMOVED FROM THE INSIDE OF THE PIPE BEFORE IT IS LOWERED INTO ITS POSITION IN THE TRENCH AND IT SHALL BE KEPT CLEAN BY APPROVED MEANS DURING AND AFTER LAYING. CARE SHALL BE TAKEN TO PREVENT DIRT FROM ENTERING THE JOINTS. AT TIMES WHEN PIPE LAYING IS NOT IN PROGRESS, THE OPEN ENDS OF THE PIPE SHALL BE CLOSED BY APPROVED MEANS AND NO TRENCH WATER SHALL BE PERMITTED TO ENTER THE PIPE. 12. CLEAN INTERIORS OF ALL PIPE BY BRUSHING, SWABBING, OR WASHING OUT ALL DIRT BEFORE LAYING. FLUSH THE NEW PIPE UNTIL WATER RUNS CLEAR AT THE END OF ALL MAINS AND LATERALS. THIS SHOULD BE DONE AFTER THE PRESSURE TEST AND BEFORE DISINFECTION. 13. CLEANOUTS SHALL BE PROVIDED SO THAT ALL PARTS OF THE SYSTEM ARE ACCESSIBLE. 14. PROVIDE CHROME PLATED ESCUTCHEONS FOR ALL FINISHED SURFACES WHERE PIPES PASS THROUGH. 15. INSULATE ALL WATER PIPES IN EXTERIOR WALLS AND ATTICS. 16. PROVIDE PROTECTION FOR ALL FIXTURES DURING CONSTRUCTION. 17. ALL PLUMBING FIXTURES SHALL COMPLY WITH THE STATE OF GEORGIA REQUIREMENTS FOR WATER CONSERVATION RESTRICTIONS. 18. ALL SHOWER VALVES SHALL BE ANTI -SCALD TYPE VALVE WITH A MAXIMUM MIXED WATER OUTLET TEMPERATURE OF 120 DEGREES FARENHEIGHT. COUNTERSUNK SCREW FINISHED FLOOR, BRASS COVERPLATE CONCRETE CAST IN \ • CLEANOUT PLUG W /LEAD SEAL. 1/8 BEND OR LONG SWEEP 1/4 BEND • ILI al ADJUS71BLE COLLAR —DRAIN PIPE \ \ CLEANOUT IN FINISHED FLOOR SCAL.E: NONE . 18" x 18" x 6" CONCRETE PAD, CROWN TO SHED WATER ay, \ RECESSED BRASS CLEANOUT PLUG FINISHED GRADE 411, r ►': 4- J .I QJ L CLEANOUT. PLUG W /LEAD SEAL 1/8 BEND OR. LONG SWEEP 1/4 BEND • 1111111111111 • , - I Vti( L4Ni :7 Lira (I1.44ui,. DRAIN PIPE CLEANOUT TO GRADE SCALE: NONE 1 +" eic-J F�'ONI c,t r, ._, .3.z�f..r« canu Amen d memt PLAIM t-k.; -14 FL-6 .)R t 1.4 LT" I r GARAGE FLOOR PLAN SCALE: 1/4" = 1'-O" THE PLANS ELEVATIONS, DRAWINGS, I1l.US?RAT[ONS, Alm OTHER MATERIAL CONTAINED WITHIN TIM SET ARE THE PROPERTY OF THE RICHMOND HILL DESIGN CENTER. INC. AND MAY NOT EE REPRODUCED. EITHER IN PART OR WHOLLY, IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMIS- SION ON THE RICHMOND HILL DESIGN CENTER. INC. THE CONTRACTOR SiWL VERIFY ALL DRONSIONS CONTAINED WI O N THIS SET OF DOCUMENTS MID SHALL REPORT ANY DISCREPANC183 TO THE ARCHITECT FOR MEDIATE ATE RNiSOLUTION. REVISIONS 02.17.06 richmond hill design center, inc. PLANNING . ARCHITECTURE • INTERIORS • TYBEE RETREAT-T&D DEVELOPMENT CO. CV < W0 1, 0 I p .-4 W C�J J 0 .0 O c' I J W v c� J o F- ,4 N W v W Fx m 4A Z LC) O ; z I` O O U � OQ J o P. 0. BOX 622, eMBIEBISI REVISIONS 02.17.06 . . richmond hill •design center, . . . . . . inc. VALVE ----"7-1:Sedta.tS10,4 TASK. c.w. .-H.W. PLANNING • • • ARCHITECTURE • • INTERIORS • • TURN DOWN 12" ABOVE RUN DRAIN TO OUTSIDE, • GRADE, GRAVITY LINE DRAIN PAN BRICK OR OTHER SIMILAR MATERIALS PLYWOOD SHEET ELECTRIC WATER HEATER DETNL - t-4 PL018 Sterittteelt 1601011114. SIAIWZONIONS. 1110 MOIR lid101114 _woo* vow we -on MX ma Pitarart 0,11:0111100):144 Sas cam. Ist MW rat.ster illpONOM 1100 al WM ON NOW. AXY IMPOIN uMermirEirmis menu Pfille UM ON 13110 4011110 AIM Milt NNW WC. In C004101110,11101,1101111-4114 111111111111W MOM 11M141 TOW Vilteor'DocusomiliirrieWovatoil tocarmapit *ay leo assaut fiNINKUSNI. FtilM1:11-46 :5 XTI14.E; 4:--001.it4 Pi f? SI Bts . Prz;4124prior4 PIPa 5t2 trt: c ,w, vitt-4r • it. 1 wATEg. 4t...4n1- i /WI P-2 t...A.varog.i; e,..LiHrr..g.-op Ta.f3/4,49weziaoa-zat 1 /2" 1114 ipol V zli 2J' 2.)1 VI oi ps5 p-4 1-FtQwW- IM 1/0 bi lit p,4 C.:0 04..eo• vili4. W411 3/40 ° z.4 P-Co Jiii IBIPI•it. 4 A 4 it-iii.- 1/1 1/0/ Z4 VI R7 Pete. P.-ci. p }(21+Yit-t-r-de F/ 1/4° &,I zit P41 \A//14.11-46, tvv4 tie 1/2,1 dv* IA of, P-10 wite 47441 40 - - VALVE ----"7-1:Sedta.tS10,4 TASK. c.w. .-H.W. PLANNING • • • ARCHITECTURE • • INTERIORS • • TURN DOWN 12" ABOVE RUN DRAIN TO OUTSIDE, • GRADE, GRAVITY LINE DRAIN PAN BRICK OR OTHER SIMILAR MATERIALS PLYWOOD SHEET ELECTRIC WATER HEATER DETNL - t-4 PL018 Sterittteelt 1601011114. SIAIWZONIONS. 1110 MOIR lid101114 _woo* vow we -on MX ma Pitarart 0,11:0111100):144 Sas cam. Ist MW rat.ster illpONOM 1100 al WM ON NOW. AXY IMPOIN uMermirEirmis menu Pfille UM ON 13110 4011110 AIM Milt NNW WC. In C004101110,11101,1101111-4114 111111111111W MOM 11M141 TOW Vilteor'DocusomiliirrieWovatoil tocarmapit *ay leo assaut fiNINKUSNI. REVISIONS 02.17.06 amilmino . . richmond hill design center, . . . . inc. • • PLANNING • • ARCHITECTURE • • INTERIORS • octal HVAC CUT OUT. ki 8 NEW CONSTRUCTION FOR �s Pipe 512 b* M P j�. � } i�i� C "iv, 141w, w4 Y �"11 jl.. \NAtf . Gi.t?�! ITT' 1/V1 ... r,; It a P- L LI \/A'j'QiZ.`(1 GA1 r ai-' P 1 /2`t t/-11 zit zii P..3 T1�-i3 f47li9WE1~ i,C.t1'2�{ I /2" '#/Z1ti Zit ..4. t2w - 1/1-11 t/2' £tt #Z lI P.� NI..- E: L ter , 411-414- t/ � 1/01 P -: p1�h v�r,SG�o-t�i2 F/' 1/4 ztt z,ti P-9 W,i4r M, 4f P e t /Z4 '/4 2t' P -k7 $o Chu. EE..kGT: w/ if 4/4' ' ' N N < o • C7 w U� FiQ o w cl Jo 4 as ° g 15 ., cb o r- a, .P1 Z: • W v N /R • N• , .E m O P�� r Q 0 HT- o= JU l' ?' .PtP�WH F►�M 9;02-17 • 4/7/x0 It i, t74o W N DRAWN JTD CP•4ECKE D JTD DATE SCALE AS SHOWN JOS NO TYBEE RETREAT ?fie PUNS SIVAINNIN. =AIM& Rw/7MAAtlYOIIS. AND arTIRt NATIMUN. CONTARIl MD Mt AR; 111 PiiOPINTY W 1* INONNIOND MIL OWNS tom, WC. AND NAY NOT Sr Rc. MINN IN PART Oft INOtLY. Di ANY $AtI1111R WITHOUT i M N,. 1 PDMMS- SON ON WO 1111. 'DOMOM t»M . WC. 1%0 monocrat ocrat . . van Au. DRIMMMGIt; comm man me MY OP MINIM AID MAU WOW ANY AMC '10 t A U!1C? POR INIONNJIM o t f101t. St-SEE T P3.0 . . richmond hill design center, . .inc. . . . . _ _ r.Laiet Pic a6 5IxTL a " - pipe 5i ae5 Si >Y1 DE , Pt'1v►4 pipe 5IR c,w 141w, vw Vtlir 14_. 1 \NAT g. cc,e wr • 'Jo,' — /51' % P -'L t..Av/44 .`t`t cml 1 rrP 1 /0 1/01 ZJF tit -p -4. 4t2wo . j/ t /lo ' z •1 p- .7- .., 04 r v/ - ., /a'i W P -4 - .51 t t, • - raipmt, 4', 41414 t/ 0 I /P' V si P - g • ' 0l vy44p z I- /Vu '0i4d ZfM ya P-1 w „144r-ie., friAefit triK h/24 /4' Oi Oil P -to . Sc? 641-, 04.4 4.1*; WO 3/4” V4st — r 1 EP:p _1 r H 1 J r db. L. J 1 UP The i 1 FL. r L • ,v(e6 ao6 0u\-66°c- '1095' cOcot. u All Electrical Installations must comply with 'The National Electric Code Edition and State Of Georgia Arioncimerit6 Ei r;isl •' tikiptcpo rt. 'y 1111111111111I 011111110111111111111 El - H 110 171idlo cc- Li (rTf&OLt.t —f ALL WIRING, SERVICE INCLUDED MUST BE COPPER tin ALUMIUNM ALLOWED Section 9, sub-section 8-2-A lybee Land Development Code IJ / 1 • -A. .-.416. .4 • AL— .14 ....A....A,' 9ENRAL NOTES; 1. ALL ELECTRICAL CONNECTIONS ABOVE FLOOD 2. LEFT SIDE TYPICAL FOR BOTH SIDES OF STRUCTURE 11 In"...,...-........-.....,....1, 4.."..,41,-...11,111....,■*-4144.,....-,....111....d1.,....+1,.....,....,,...141t....111,,,,.../ GARAGE ELECTRICAL PLAN SCALE: 1/4" = so k ELECTRICAL LEGEND 49, DUPLEX RECEPTACLE 4! DUPLEX RECEPTACLE WITH TOP HALF SWITCHED GR DUPLEX RECEPTACLE GROUND FAULT CIRCUIT =0* DUPLEX RECEPTACLE WATERPROOF w/ GFI 220V 220 VOLT OUTLET ELECTRICAL EQUIPMENT CONNECTION 1,111V'C';-. ) TV OUTLET (DATA TYPE BY OWNER) TELEPHONE OUTLET 16A. F.F. WALL TELEPHONE OUTLET SINGLE POLE SWITCH 3 3—WAY SWITCH 4—WAY SWITCH THERMOSTAT RECESSED CEIUNG LIGHT CEIUNG FIXTURE I-0 WALL MOUNTED LIGHT FIXTURE CEILING ACCENT LIGHT FIXTURE (NOT U-)E 1)) SMOKE DETECTOR 0 CENTRAL VACUUM OUTLET ( HOT u5t--)) 0-1 GARAGE DOOR OPENER W/ LIGHT (. HOT OA I)) 0 VENT/LIGHT 1J@ DOOR CHIMES DOOR BELL BUTTON ELECTRIC METER PEAI ELECTRICAL PANEL '0 ELECTRICAL DISCONNECT STRIP FLUORESCENT FIXTURE • UNDER CABINET LIGHT ( NOT U1711) ) SECURITY LIGHT CEILING FAN / LIGHT FIXTURE W KI\ PI1RDVI,.02 HITUVE. FOIDLIK', OH ALL LI( alt.- Dui E: THE PLANS ELEVATIONS, DRAWDiCS, ILLUSTRATIONS, AND OTHER MATERIAL CONTAINED Irmo MIS SET ARE THE PROPERTY OF THE RICHMOND HILL DESIGN CENTER, INC. AND KAY NOT BE REPRODUCED. EITHER IN PART OR IHOUX, IN ANY MANNER WITHOUT THE EWRESS 'MITTEN PERMIS- SION ON THE RICHMOND HILL DESIGN COWER. INC. THE CONTRACTOR SHAM VERIFY ALL DIMENSIONS CONTAINED WITHIN WS1 sr OF DOCUMENTS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR IMMIDIATE MOUTH REVISIONS 02.17.06 . richmond hill design center, inc. - PLANNING - ARCHITECTURE • INTERIORS - NEW CONSTRUCTION FOR cv c\1 t < o I-- (3 OW cv Z X LU u j c7;1 0 Cl_ EL ° .c.i g z z 00 < •,.,, K,74 ......1 I" w-6. -1 > 1"" ..:}4 r• 03 w.) N Ca ,. r- ' 06 -- ''') Z LO I-- . 1 7— 1"-- c4 Lil D ') Ct r■, 0 a 1...0 0 x < 0 Ili w 1., TH co 03 r) c; ‘..i i a: 0 DRAWN SCALE AS SHOWN JOS NO. TYBEE RETREAT SF-1EE E1.0 ELECTRICAL LEGEND *€) DUPLEX RECEPTACLE DUPLEX RECEPTACLE WITH TOP HALF SWITCHED DUPLEX RECEPTACLE GROUND FAULT CIRCUIT DUPLEX RECEPTACLE WATERPROOF w/ GA 4affi zgi 40220V 220 VOLT OUTLET GPI ELECTRICAL EQUIPMENT CONNECTION CfYlikTal TV OUTLET (DATA TYPE BY OWNER) TELEPHONE OUTLET 16*A.F.F. II WALL TELEPHONE OUTLEI. SINGLE POLE SWITCH ti 3—WAY SWITCH 4 4—WAY SWITCH THERMOSTAT RECESSED CEILING UGHT CEILING FIXTURE 4,14 k-1,1 ip GPI A;27 Up TO 7-41) RR, tO WALL MOUNTED LIGHT FIXTURE CEILING ACCENT LIGHT FIXTURE ( NOT til;Eb) SMOKE DETECTOR 0 CENTRAL VACUUM OUTLET ( NOT U51D) �::j GARAGE DOOR OPENER W/ LIGHT ( NO I (WA ALL WIRING., SERVICE lNCLUDEi viUST BE COPPER WO AL MIUNM ALLOWED ,Bactiori 9, qub-section B-2-A Lstid PmiolopriLent Ocgek) VENT/LIGHT DOOR CHIMES DOOR BELL BUTTON URN ACE FURNACE ELECTRIC METER ELECTRICAL PANEL ELECTRICAL DISCONNECT STRIP FLUORESCENT FIXTURE UNDER CABINET LIGHT ( NOT C)) SECURITY LIGHT RIAU. A 00 AMP PME1. 20D ow SVC rN.TRANCE LOCATIU MON jps NM ALT EATIZAWM LOCATION dbA-23 CEILING FAN / LIGHT FIXTURE \NRPIP AROUNP 1 110012f 5C.EKIT FITT1)(2.& FOR DE TilILS ON ALL F I YT1VES SEE 1: XIVRE 5C1-1 DULE UsotrIc2i Insta[lai:ions iu .Q0111:i31,91,-Y0 The i‘Jational Filectri0 af.DIE,12a".0 11-,,cliTion and State Ay.,-mdinents 1)-23 0A-23 177---7=1111111111111111111111111111141111111111111.4111111111141•4441111111111.7------71 REVISIONS 02.17.06 . richmond hill design center, inc. • PLANNING - - ARCHITECTURE • INTERIORS NEW CONSTRUCTION FOR TYBEE RETREAT-T&D DEVELOPMENT CO. c\1 co 0 c:c1 c; rH GENERAL NOTES: 1. ALL ELECTRICAL CONNECTIONS ABOVE FLOOD 2. LEFT SIDE TYPICAL FOR BOTH SIDES OF STRUCTURE AU_ LARP1 €L1ttW 0 SMOKE DEIELIOZ. 010 HEAT PfTECT I 51-1010N ,1") HUN t 511/.06E-. 0 'EE NOTt-5 fiO A.RC-E6,-ULT CIRCUIT INTER:Rill:ITER PROTECTION ac,,vo NEC 210-12 DWELLING UNIT ALL BRANCH CIRCUITS 7RP:I SUPPLY 1215 VOLT-S, GI;21} 1 A P. F) 0 A OUTLETS I TRL I I N RI IT OE R 11 0 0 HP,LL 'RROTECTED I-J-JY 1,‘II,E;-FAUI_T CIRCUIT INTE1,11.',FIER(S) ,'",'S O:,ori I (7,i II' f3TE 0 r-;' TflE, E;NIT:FRE ve, kuvfn MIA ILS THE PLANS EUNATIONS, DRAWINGS. ILLUSTRATIONS, AND OTHER MATERIAL CONTAINED "num This SET ARE THE PROPERTY OF THE RICHMOND HILL DESIGN CENTER. INC. AND MAY NOT BE REPRODUCED. EITHER IN PART OR WHOLLY, IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMIS- SION ON THE RICHMOND MU, DESIGN CENTER, INC. THE CONTRACTOR SHALL VERIFY AU. DIMENSIONS CONTAINED WITHIN THIS SET OF DOCUMENTS AND SHALL REPORT ANY DISCREPANCIES TO WE ARCHITECT FOR DOIEDIATE RESOLUTION. DRAVVN FP CHECKE t) F05 SCALE AS SHOWN JOB NO. TYBEE RETREAT SHEET E2.0 ELECTRICAL LECE\JD 41) DUPLEX RECEPTACLE � DUPLEX RECEPTACLE WITH TOP HALF SWITCHED DUPLEX RECEPTACLE GROUND FAULT CIRCUIT DUPLEX RECEPTACLE WATERPROOF w/ GFI 220 VOLT OUTLET ELECTRICAL EQUIPMENT CONNECTION (NIT( H /51 TV OUTLET (DATA TYPE. BY OWNER) N TELEPHONE OUTLET 16 "A.F.F. b WALL TELEPHONE OUTLET $ SINGLE POLE SWITCH $, 3 —WAY SWITCH g, 4 —WAY SWITCH THERMOSTAT RECESSED CEIUNG LIGHT CEILING FIXTURE ipi`t`g WALL MOUNTED LIGHT FIXTURE IR'' I ,E iNCJ T BE COP,PE NO ALLIMiL)NM ' mClfon n, 9,ub ^sEct1 CEILING ACCENT LIGHT FIXTURE (NOT (r/1 ) PLANNING ARCHITECTURE INTERIORS • SMOKE DETECTOR CENTRAL VACUUM OUTLET (1i01- GARAGE DOOR OPENER W/ LIGHT ( HOT U`i[ L ) el VENT /LIGHT i5gt DOOR CHIMES � DOOR BELL BUTTON ELECTRIC METER ELECTRICAL PANEL ELECTRICAL DISCONNECT STRIP FLUORESCENT FIXTURE UNDER CABINET LIGHT NT ) SECURITY LIGHT CEIUNG FAN / LIGHT FIXTURE 4111111111M I tally WR PARTAID 4' FLJO c(C',, f 3' FOY DtTAuLS 61€ L -cal (nstallattiOflS mu t NFAin fat . I rL: 8I--Li S`ii - GENERAL NOTES: 1. LEFT SIDE TYPICAL FOR BOTH SIDES OF STRUCTURE iCU!T �t lEHr,P Tf � p T THE PLANS ELEVATIONS. DRAWINGS, ILLUSTRATIONS. AND OTHER MATERIAL CONTAINED Tatum THIS SET ARE THE PROPERTY OF THE RICHMOND HILL DESIGN CENTER, INC. AND MAY NOT BE REPRODUCED. EITHER IN PART OR WHOLLY, IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMIS- SION ON THE RICHMOND HILL DESIGN CENTER, INC. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS CONTAINED maw THIS SET OF DOCUMENTS AND SHALL REPORT ANY DISCREPANCIES TO. THE ARCHITECT FOR RIMEDIATE RESOLUTION, ELECTRICAL LEGEND P • „ MUST PPE ALLIMIUNM ALL af:f)ction 9, sub-sea/On Tyboo Land Deleg*IPErsiFS.C.:;2:v5C-P' El DUPLEX RECEPTACLE DUPLEX RECEPTACLE WITH TOP HALF SWITCHED DUPLEX RECEPTACLE GROUND FAULT CIRCUIT DUPLEX RECEPTACLE WATERPROOF w/ GF1 220 VOLT OUTLET ELECTRICAL EQUIPMENT CONNECTION (M( EQPT ) TV OUTLET (DATA TYPE BY OWNER) TELEPHONE OUTLET 16"A.F.F. WALL TELEPHONE OUTLET SINGLE POLE SWITCH 3-WAY SWITCH 4-WAY SWITCH THERMOSTAT RECESSED CEILING LIGHT CEILING FIXTURE WALL MOUNTED LIGHT FIXTURE CEIUNG ACCENT LIGHT FIXTURE ( NOT U5tP) SMOKE DETECTOR CENTRAL VACUUM OUTLET (1401 U.{ 9) GARAGE DOOR OPENER W/ LIGHT 1140T OLP) VENT/UGHT DOOR CHIMES (1% DOOR BELL BUTTON ELECTRIC METER ELECTRICAL PANEL ELECTRICAL DISCONNECT STRIP FLUORESCENT FIXTURE UNDER CABINET LIGHT 0,101040 SECURITY LIGHT CEILING FAN / LIGHT FIXTURE T FIXTURE FR 1TML5 ON Ali LIC,1-11 FIXIORE5 EE FIXTOKt 5CNE GENERAL NOTES: 1. LEFT SIDE TYPICAL FOR BOTH SIDES OF STRUCTURE r.71USt Electric REVISIONS 02.17.06 richmond hill design center, inc. • - PLANNING - • ARCHITECTURE • • • INTERIORS • NEW CONSTRUCTION FOR 0 0 F— w 2 0 Ui cD a 06 LU F- Lu Lu Lu CO >- 1--- 31324-0622 THIRD FLOOR. ELECTRICAL PLAN (UPPER 3&4) SCALE: 1/4" = 1'4r CIRCUIT INTERRUPTEti PROTECTINA __NFC 20-12 D'1-,1=-,1 LINIT BEDEP:!OMB, 1:76 < ri PEDEOODAS F.; Ai‘; t ULT ciRcutT ERUPT2tifgi LisTFEj pi:luYV-COF.ri PFICITECTI.C21 OF' %-7-1E-4: DRAWN F1)1 CHECKED THE PLANS ELEVATIONS, DRAWINGS. ILLUSTRATIONS. AND OTHER MATERIAL CONTAINED Imo THIS sr ARE THE PROPERTY or nu mouton HILL DESIGN CENTER, INC. AND MAY NOT BE REPRODUCED, EMU IN PAW OR WHOLLY. IN ANY MANNER WITHOUT TO EXPRESS WRE7EN PERMIS- SION ON THE RICHMOND HILL DESIGN OMER. INC. THE CONTRACTOR MAU, VIM AU, DIMENSIONS CONTAINED WITHIN THIS SET OP DOCUMENTS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT POE IMMEDIATE RESOLUTION. DATE SCALE AS SHOWN JOB NO. TYREE RETREAT SHEET 7 • • Notes: 1. Field survey to determine tie-in and routing. 2. Coordinate Metering w/Porer Company. 3. Installation shall comply with latest NEC. 4. Crowding to be IAV latest NEC for Service Entrance. 5. FUSES FOR MAIN DISCONNECTS SHALL 8E LOW PEAK LPS-R1 DUAL ELEMENT 1#ME DELAY FUSES. 6. See Conductor Schedule for conductor and conduit sixes. T POWgR RISER DIAGRAM NTS COMM OMEN 200 SNP. 2P32. 240/120Y FUSLO DISC VI c.o Sao * . 2P3W. 240/120V FUSeo oiSC ISO M. 2P3v. 240/ltov RICO Disc �,�*'�� :ao nor. 2P3V. 240/120Y PM(l. C. 0 300 Mr. 2P3r. ?40/120r OS MI. mil. 240/1?0V 150 M. 2P)u. 240 //?OY io0 MP . 2P3V. 240/120+► 3R0 FLR 30000AaM 240/12ov TYP FOR 2 1PHA3M 240/120V tyP FOR 2 TRANSFORMER COOR INSTALLATION w/ POWER COMPANY 120/240V 2P3W • 1ST FLR GARAGE SERVICE 8Y POWER COMPANY 1E11NIEIIIII IIM �� VOLTAGE: 240 /120 SGL PH !TYPE - FLUSH 2O0A MLO AIC RATING 22,000 AiC CKT NO. POLES AMPS. DESCRIPTION VA PH A PH 0 VA DESCRIPTION AMPS POLES CKT NOT =WM AIH UNIT 3328 5828 2500 NC COND UNIT 30 2 2 3328 5828 2500 4 --� RANGE 5800 7300 1500 REFRIGERATOR 20 1 6 5800 8050 2250 WATER HEATER 30 2 8 9 2 30 DRYER 2500 4750 2250 - - . -- - 10 2500 4000 1500 M- WAVEiHOOD 20. 1 12 --�� KIT RECEPTS 1200 2700 1500 DISHWASHER 20 1 14 u__ 20 KIT RECEPTS 1200 2700 1500 WASHER - 20 1 16 ®__ 20 KIT RECEPTS 1200 2700 1500 LIGHTING 20 1 18 19 1 20 RECEPTS* 1200 2700 1500 LIGHTING 20 1 20 ®__ 20 RECEPTS* 1200 2437 1237 LIGHTING 20 1 22 1 20 RECEPTS* 1200 2400 1200 RECEPTS 20 1 24 20 RECEPTS' 1200 2400 1200 RECEPTS 20 1 26 20 RECEPTS 1200 2400 1200 GARBAGE DISP 20 1 28 29 �' 20 0 0 0 - 20 1 30 31 p 20 - 0 0 0 - _ 20 1 32 --- 20 - 0 0 0 - 20 1 34 --- 20 - 0 0 0 - 20 1 36 0 20 - 0 0 0 - 20 1 38 39 p 20 - 0 0 0 - 20 1 40 * ARC -FAULT INTERUPTER BREAKER TOTAL VA 28115 28078 DEMAND VA 15015.28 14995.52 _... - -. /DEMAND AMPS 125.13 124.96 ; ID DESCRIPTION CONDUCTOR AND CONDU SIZE 1 SVC TO 300 AMP FUSED DISCS C,D 3 -350 KCM CU THHW IN 2" CONDUIT 2 SVC TO 300 AMP PANELBOAROS C,D 3 -350 KCM & 1# 4 AWG GND CU THHW IN 2" CONDUIT 3 SVC TO 200 AMP FUSED DISCS A,B 3-3/0 AWG CU THHW IN 2" CONDUIT 4 SVC TO 200 AMP PANELBOARDS A B 3-3/0 AWG & 1# 6 AWG GNOCU THHW IN 2" CONDUIT 5 SVC TO 150 AMP FUSEL? DISC H 3#1 AWG CU THHW IN 1- 112" CONDUIT 6 SVC TO 150 AMP PANELBOARD H 3#1 AWG & 1#6 AWG GND CU THHW ill 1-1/2' CONDUIT 7 SVC TO 125 AMP PANELBOARDS E,F ' 3#1 AWG & 1#6 AWG GND CU THHW IN 1 -112" CONDUIT 8 SVC TO 100 AMP ELEV PANEL* 3#3 AWG & 1#8 AWG GND CU THHW IN 2" CONDUIT 9 NC CU 1-6 3# 10 CU THHN IN 112" CONDUIT 10 AHU 1s6 3# 8 CU THHW IN 112" CONDUIT OR 8/3 CU W /GND TYPE NM CABLE 11 WATER HEATERS 3# 10 CU THHN IN 112" CONDUIT OR 10/3 CU W /GND TYPE NM CABLE 12 RANGES 3# 6 CU THHN IN 314" CONDUIT OR 6/3 CU W/GND TYPE NM CABLE 13 DRYERS 3# 10 CU THHN IN 1/2" CONDUIT OR 1013 CU W/GND TYPE NM CABLE *PROVIDE BRANCH CKT PROTECTION AND GROUND FAULT PROTECTION PER ELEVATOR MANUFACTURER P PANEL C(D) . VOLTAGE: 2401120 SGL PH TYPE - FLUSH 300A MLO AIC RATING 22,000 AIC CKT NO. POLES AMPS DESCRIPTION VA PHA PH B VA DESCRIPTION AMPS POLES CKT NO. 1 2 40 NH UNIT 3328 5828 2500 NC COND UNIT 30 2 2 3 - - - 3328 5828 2500 - - - 4 5 2 60 RANGE: 5800 7000 1200 REFRIGERATOR 20 1 6 7 - - - 5800 8050 2250 WATER HEATER 30 2 8 9 2 40 NH UNIT 3328 5578 2250 - - - 10 11 - _ 3328 4528 1200 "M-WAVE/HOOD 20 1 12 13 1 20 KIT RECEPTS 1200 2400 1200 DISHWASHER 20 1 14 15 1 20 KIT RECEPTS 1200 3740 2500 NC COND UNIT 30 2 16 17 1 20 RECEPTS" 1200 3700 2500 - - 18 19 RECEPTS* 1200 2700 1500 LIGHTING 20 1 20 21 1 20 RECEPTS" 1200 2200 1000 UGHTING 20 1 22 23 1 20 RECEPTS 1200 2300 1100 LIGHTING 20 1 24 25 1 20 RECEPTS 1200 1200 0 - 20 1 26 27 1 20 RECEPTS : 1000 2200 1200 GARBAGE DISP 20 1 28 29 2 125 PANEL. E(F) 11200 11200 0 - 20 1 30 31 10392 10392 0 - 20 1 32 33 - - - 0 0 0 - 20 1 34 35 - - - 0 0 0 - 20 1 36 37 - - - 0 0 0 - 20 1 38 39 - - .- 0 0 - 20 1 40 * ARC-FAULT INTEiRUPTER BREAKER TOTAL VA 39106 39698 DEMAND VA 23373.88 23727.72 ( DEMAND AMPS ' 194.78 197.73 PANEL E(F) I VOLTAGE: 2401120 1 TYPE - SURFACE 125A MLO AIC RATING 22,000 AIC CKT NO. POLES AMPS DESCRIPTION /A PHA PH B VA DESCRIPTION AMPS POLES CKT NO. 1 2 30 DRYER 2500 3700 1200 RECEPTS 20 1 2 3 ' - - - 2500 3700 1200 RECEPTS 20 1 4 5 1 20 KIT RECEPTS 1;200 2400 1200 WASHER 20 1 6 7 1 20 KIT RECEPTS 1 : ?00 2400 1200 M- WAVEJH000 20 1 8 9 1 20 UGHTING 1; 500 2700 1200 REFRIG 20 1 10 11 1 20 LIGHTING 11392 3092 1200 RECEPTS' 20 1 12 13 - - - 0 1200 1200. RECEPTS* 20 1 14 15 - - 0 1200 1200 RECEPTS - 20 1 16 17 - - 0 1200 1200 RECEPTS 20 1 18 19 - ., 0 0 0 - - - 20 21 - - 0 . 0 0 - - - 22 23 - - - 0 0 0 - - - 24 25 - - - 0 0 0 - - 26 27 - - - 0 0 0 - - - 28 29 . - - - D 0 0 - - 30 31 - - - D 0 0 - - - 32 33 - - - 0 0 0 - - - 34 35 - - 9 0 0 - - 36 37 - - - 3 0 0 - - - 38 39 - - 3 0 0 - - - 40 * ARC -FAULT INTERUPTER BREAKER TOTAL VA 11200 10392 DEMAND VA 6636.799 6156.001 DEMAND AMPS 55.31 51.32 UGHTING FIXTURE SCHEDULE TYPE DESCRIPTION LAMP TYPE NUMBER OF LAMPS A 1X4 SURFACE WRAPAROUND FLUORESCENT F032T8 2 UTHONIA LB 232120 ES FLUORESCENT B 2X4 SURFACE FLUORESCENT 40W T12 4 UTHONIA MP 2444120 ES FLUORESCENT C2 RECESSED 8" COMPACT FLUORESCENT DOWN UGHT 13W OTT 1 UTHONIA 6LF21L7XZ COMP FIR D PORCELAIN INCANDESECENT FIXTURE sod 1 INCANDESCENT El SURFACE MOUNT INCANDESCENT 28W OTT 1 UTHONiA WPGW 26DTT 120 DWH COMP FLR E2 WALL MOUNT INCANDESCENT 28W OTT 1 LiTHONiA WPGW 28DTT 120 DWH COMP FLR EX EXIT LIGHT MT FW 2 UTHONIA F2QM S 3 R 1201277 EL FLUORESCENT EM EMERGENCY UGHTING GW 2 UTHON1A ELM2H HALOGEN F1 EXTERIOR FLOOD UGHTS 7S PAR 38 2 DOUBLE HEAD FLOOD WITH PHOTOCELL AND MOTION SENSOR INCANDESCENT FL FAN LIGHT 140W A44 1 NUTONE QT140L INCANDESCENT F FAN 1 LIGHT COMBINATION WI SEPARATE FAN CONTROL SOOW MAX NIA SELECTION BY OWNER G 4' FLUORESCENT STRIP FIXTURE J F032T8 2 UTHONIA DM 2 32120 GEBIOIS ' FLUORESCENT W2 WALL MOUNT BATHROOM FIXTURE 60 W 3 OR 4 SELECTION BY OWNER W3 CEILING MOUNT BATHROOM FIXTURE 60 W 4 OR 5 SELECTION BY OWNER INCANDESCENT LLWIRING, SERVICE INCLUDED GENERAL NOTESMUS T BE COPPER ALLiMII_JrJ 11 ► I OWE PART i - GENERA con 9, sub - section B-2 -A A. Codes and Ord1h eery 7h - ,s, ,,AittsUkkka thail be strictly In accordance with the latest version of the National Electrical Code and amendments of the local governing body. B. Tests - Provide test of all systems to demonstrate proper operation. C. Provide maintenance and operational instructions for all equipment. All panel boards, disconnect switches, control cabinets, etc., shall be clearly marked with identification extemally and intemally for each circuit. D. The contractor shall schedule all required goveming authority inspections and be responsible for associated fees. PANEL 1 H VOLTAGE: 2401120 1 TYPE • SURFACE ISOA MLO AIC RATING 1 ,000 AIC POLES CKT NO. CKT NO. POLES AMPS DESCRIPTION VA PH A PH B. VA DESCRIPTION 1 2 100 ELEVATOR 9(00 10800 1800 ELEVATOR + 2 3 .. - - 9( 00 10800 1800 ELEVATOR 1 4 5 - - - 1) 1800 1800 ELEVATOR 1 6 7 1 20 LIGHTING GARAGE 1( 76 1176 100 LTG ELEVATOR RM 1 8 9 1 20 LTG STAIRWAY 245 1445 1200 RECEPTS 1 10 11 1 20 LIGHTING EXTERIOR 6)0 1800 1200 RECEPTS 1 12 13 1 20 FIRE ALARM SYTEM 1C 00 1000 0 14 15 1 20 EXIT LTG 51)0 500 0 - 16 17 - - - 0 0 0 - 18 19 - - - 11 0 0 - 20 21 - - - II 0 0 22 23 - - - 0 - 24 25 - - - #i . 0 0 - 26 27 - - - t► 0 0 - 28 29 - - - t i 0 0 - . 30 31 - - - ti 0 0 - 32 33 - - �:.., (1 0 0 - 34 35- - - - (1 0 0 - 36 37 - - tl 0 - 38 39 - - - 0 0 0 - 40 TOTAL VA 15045 14276 f DEMAND VA 15045 14276 DEMAND AMPS 125,38 118.97 PART 11- PRODUCTS: A. Light fixtures shall be as per plan. B. Device plates shall be as per plan. C. Switches shall be as per plan. D. Circuit Breaker and fused protected circuits shall be as per above referenced code. FUSES FOR MAIN DISCONNECTS SHALL BE LOW PEAK LPS-RK DUAL ELEMENT TIME DELAY FUSES. E. Outlet boxes and conduit boxes shall be metal. - F. Conductors shall be 2 #12 Copper with 1 #12 GND type THHW in %" conduit unless other wise shown. Plastic boxes and Type NM cable may be used subject to AHJ. G. Size breakers and conductors for all HVAC equipment as per manufacturer's recommendation. H. Coordinate all HVAC circuits with Mechanical Contractor for proper conductor and breaker sizes. t. Fire Alarm System for shall consist of smoke detectors, pull stations, and horns as shown. A means of reporting to 24 hour 17 day a week monitor system shall be provided for each unit as well as the central system. System shall be installed by a single manufacturer with monitoring capability. Smoke detector location may be adjusted to specific manufacture requirements. Coordinate with Elevator vendor for smoke detector operation and requirements. Provide as needed. J. Provide telephone cabinet and stub out. Provide outlets w /pull- string as shown routed to a central location. Coordinate w /phone cornpany. Provided telephone outlet and conduit for elevator systems as needed per elevator vendor. K. Provide cable TV cabinet and stub out. Provide cable TV outlets w /pull- string as shown routed to a central location. Coordinate with local cable company. PART nil - EXECUTION A. Remove all manufacturer's labels and clean all exposed fixtures and equipment. B. Replace all damaged fixtures and equipment. C. Adjust or calibrate all items of equipment to assure proper operation. D. Make all wiring connections in outlet or junction boxes. E. ALL EXTERIOR ENCLOSURES SHALL BE NEMA 3R CHECKED .r.. DATE SCALE /S•4 THE PLANS, ELEVATIONS, DRAWINGS. ILLUSTRATIONS, AND OTHER MATERIAL CONTAINED WITHIN THIS SFT ARE THE PROPERTY OF THE RICHMOND HILL DESIGN CENTER, INC. AND MAY NOT BE REPRODUCED, EITHER IN PART OR WHOLLY, IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMIS- SION ON THE RICHMOND HILL DESIGN CENTER, INC. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS CONTAINED WITHIN THiS SET OF DOCUMENTS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR IMMEDIATE RESOULTION. 231-1. E5 OF e►