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Home My Public Portal AboutBRASS RAIL PLANS-2.PDFBOSWELL DESIGN SERVICES, INC. 103 NASSAUDRIVE SAVANNAH, GEORGIA 31410 RECEIVED 912-897-6932 c2 -2- 1 _off LAHBOSOBELLSOUTH. NET February 20, 2006 To: Mr. Dee Anderson Zoning Administrator Tybee Island, Georgia 31328 From: Mark Boswell Re: Brass Rail — Phase II For Bobby Chu Construction Butler Avenue Tybee Island, Georgia Dee, Please accept this revision to the approved plans. This revision is as per DOT comments made to this office via phone conversation. The revision involves changing the materials within the DOT right of way from pavers to asphalt. Please forward a copy of these responses to the review engineer and if you should require more information please do not hesitate to call or e-mail (lahbos agbellsouth.net). Sincerely, TyUtd Mark Boswell La 0'2-2 (-o6 . z Lli LL] < 'SIG n cn IF G 14.4 x STEP X U /X ;6 0.5% ASPHALT PAVIN AS PER GA, DO now SPECIFICATIONS UP TO R/W .4d Co G 15.1 EXT' G 811 x 611 RJ TEF EXT'G 611 4\ V & B AND �D TS 113.17 PLUG TW 15.20 IS TO TERMINATE kNGE OR END CAP kCTUREIR. U Z ui U E d) 'v L m E v 0- _0 c v� 0o 0-�, E , vN U ~ _U L m m U) � ap L � Q U Z ui U E BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 3141 O 912-897-6932 February 13, 2006 To: Mr. Dee Anderson Zoning Administrator Tybee Island, Georgia 31328 From: Mark Boswell Re: Brass Rail — Phase II For Bobby Chu Construction Butler Aveune Tybee Island, Georgia Dee, ' �I zo: iwd Please find enclosed three copies of the plans for the project referenced above. These changes are as per the city council comments and will supersede previous plans. If you should need more information or require additional help please do not hesitate to call or e-mail us at lahbosLwbellsouth.net. Sincerely, Mark Boswell co O 0 Cu 0 of 0 Cu m r, m CD M 0.22' C.M.F. 15th STREET B E A C H 3 1 2 (I- , SUBDIVISION JOSEPH D. ` �-27' & CHERYL SADOWSKY D.B. 178H-456 R.B.F. S 71 *00'00" E - i� +fid o0' — 50.08' 60' R/W 3 BEACH LOTS 91 ESSIE BENDER D.B. 101H-4-84 D.B. 172G-605 135.08' C6 45.00' L 0 T RU 93 (M.B: 2-250) R.B.F. 3- / OO d WOOD FENCE ! O -0 = r Q 1 O1 w B E A C H' 00 w l w ` W w J 91 MARY ELOISE BURKE EVELYN P. PATTERSON D.B. 237-71 L 0 T CONC. BLOCK WALL S 71'00'00 E --- r OLD LOT LINE A C H / CHAIN LINK FENCE 269.21' 0.Y6' RICHARD GODBEE D.B. 18 H-38 C.Mw P.R.B. D-73 �t o r a 1 2 3 4 5 z SUBDIVISION OFA BEACH LOTS 9r THRU 97 P.R.B. U-176 A T L A N T I C APPROVED BY TYBEE ISLAND ZONING ADMINISTRATOR r, _ / 2006 ZONING ADMINISTRATOR APPROVED BY THE MAYOR & COUNCIL TYBEE ISLAND 2006 AYOR ATTEST CLERK OF CO NCIL oz,%-' 2006 C ERK N 71'00r00" W A V E N U E 7 9 2 135.00' L 0 T 30' R/W 0 a WOOD FENCE ci 50.00' UNABLE TO SET CORNER r BECAUSE OF CONSTRUCTION O O a O rn �Olwi 1 0 O p BRASS RAIL VILLAS LLC D.B. 2600-189 P.R.B. AA -112 ,26 �LO 0 0o cn w cc >d04 Yd ¢tea Ln 6 w �m w. 1 2� 3 SUBDIVISION OF LOTS 8-12 & THE WESTERN 25.5' OF LOT 13, SUBDIVISION OF BEACH LOTS 94-97 P.R.B. Z-33 14th STREET FLOOD -ZONE FLOOD ZONE A8-14 oU m A8 13 z z i 91 MARY ELOISE BURKE EVELYN P. PATTERSON D.B. 237-71 L 0 T CONC. BLOCK WALL S 71'00'00 E --- r OLD LOT LINE A C H / CHAIN LINK FENCE 269.21' 0.Y6' RICHARD GODBEE D.B. 18 H-38 C.Mw P.R.B. D-73 �t o r a 1 2 3 4 5 z SUBDIVISION OFA BEACH LOTS 9r THRU 97 P.R.B. U-176 A T L A N T I C APPROVED BY TYBEE ISLAND ZONING ADMINISTRATOR r, _ / 2006 ZONING ADMINISTRATOR APPROVED BY THE MAYOR & COUNCIL TYBEE ISLAND 2006 AYOR ATTEST CLERK OF CO NCIL oz,%-' 2006 C ERK N 71'00r00" W A V E N U E 7 9 2 135.00' L 0 T 30' R/W 0 a WOOD FENCE ci 50.00' UNABLE TO SET CORNER r BECAUSE OF CONSTRUCTION O O a O rn �Olwi 1 0 O p BRASS RAIL VILLAS LLC D.B. 2600-189 P.R.B. AA -112 ,26 �LO 0 0o cn w cc >d04 Yd ¢tea Ln 6 w �m w. 1 2� 3 SUBDIVISION OF LOTS 8-12 & THE WESTERN 25.5' OF LOT 13, SUBDIVISION OF BEACH LOTS 94-97 P.R.B. Z-33 14th STREET FLOOD -ZONE FLOOD ZONE A8-14 z o A8 13 R.B.S. OVER z J w BROKEN C.M.F. Lu 4 V) (n U � v 1 J ATLANTIC AVE. v IL 16th STREET Lu Q m 0 L L 0 T `B' p 0 1 28,642 sq.ft. d Ld / 0.66 acres L w / 'p Ld Ld 0 B E of d1 91 MARY ELOISE BURKE EVELYN P. PATTERSON D.B. 237-71 L 0 T CONC. BLOCK WALL S 71'00'00 E --- r OLD LOT LINE A C H / CHAIN LINK FENCE 269.21' 0.Y6' RICHARD GODBEE D.B. 18 H-38 C.Mw P.R.B. D-73 �t o r a 1 2 3 4 5 z SUBDIVISION OFA BEACH LOTS 9r THRU 97 P.R.B. U-176 A T L A N T I C APPROVED BY TYBEE ISLAND ZONING ADMINISTRATOR r, _ / 2006 ZONING ADMINISTRATOR APPROVED BY THE MAYOR & COUNCIL TYBEE ISLAND 2006 AYOR ATTEST CLERK OF CO NCIL oz,%-' 2006 C ERK N 71'00r00" W A V E N U E 7 9 2 135.00' L 0 T 30' R/W 0 a WOOD FENCE ci 50.00' UNABLE TO SET CORNER r BECAUSE OF CONSTRUCTION O O a O rn �Olwi 1 0 O p BRASS RAIL VILLAS LLC D.B. 2600-189 P.R.B. AA -112 ,26 �LO 0 0o cn w cc >d04 Yd ¢tea Ln 6 w �m w. 1 2� 3 SUBDIVISION OF LOTS 8-12 & THE WESTERN 25.5' OF LOT 13, SUBDIVISION OF BEACH LOTS 94-97 P.R.B. Z-33 C.M.F. = CONCRETE MONUMENT FOUND R.B.F. = 1/2" REBAR FOUND REFERENCES: P.R.B. AA -112 AND D.B. 192G-424 GENERAL NOTES: 1. THIS SUBDIVISION CONTAINS 0.80 ACRES DIVIDED INTO 2 LOTS. 2. LOTS TO BE SERVED BY CITY OF TYBEE ISLAND WATER AND WATER SYSTEM SANITARY SEWER SYSTEMS. 3. ACCORDING TO 'FIRM' 135164 002 C DATED 6/17/86 THIS SITE IS LOCATED IN SPECIAL FLOOD ZONES AS SHOWN ON THIS PLAT. 4. INFRASTRUCTURE AND DRAINAGE REQUIREMENTS MUST BE MET PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. THERE WILL BE COMPLIANCE WITH THE STORM WATER MANAGEMENT ORDINANCE. 5. ALL STREETS, RIGHTS-OF-WAY, EASEMENTS AND ANY SITES FOR PUBLIC USE AS NOTED ON THIS PLAT ARE HEREBY DEDICATED FOR THE USE INTENDED. OWNER REVISION NOTE: THIS PLAT WAS REVISED TO WIDEN LOT A FROM 20' TO 40'. ORIGINAL SUBDIVISION PLAT IS RECORDED IN S.M.B. 33S-65. REVISED SUBDIVISION PLAT OF THE WESTERN PORTIONS OF BEACH SPECIAL NOTE: AT THE REQUEST OF THE PROPERTY OWNER, THE SURVEYOR DID NOT SET CORNERS ON THE LOT LINE LOTS 92 & 93, WARD 4, TYBEE ISLAND, CHATHAM COUNTY, BETWEEN LOTS A & B. GEORGIA. FOR: ROBERT M. CHU E.O.C. FIELD 1/ 35,216 < ERROR/POINT 8" DATE OF SURVEY. MARCH 3, 2005 PLAT 1/ 205,470 METHOD LEAST SQUARES E.O.C.DATE OF PLAT: MARCH 9, 2005 (LAST REVISED JANUARY 17, 2006) G�0 R E.O. TOTAL STATION GEODIMETER 600 SCALE: 1"= 30' GST R No 0' 30' 60' BERT BARRETT, JR. LAND SURVEYING, P.C. �,�sUR\jE��'� 145 RUNNER ROAD e BARB S.M.B. PAGE SAVANNAH, GA. 31410 (912) 897-0661 14th STREET Li Q ¢ a Q d Z J w f� o w (n m 15th STREET SITE ATLANTIC AVE. 16th STREET C.M.F. = CONCRETE MONUMENT FOUND R.B.F. = 1/2" REBAR FOUND REFERENCES: P.R.B. AA -112 AND D.B. 192G-424 GENERAL NOTES: 1. THIS SUBDIVISION CONTAINS 0.80 ACRES DIVIDED INTO 2 LOTS. 2. LOTS TO BE SERVED BY CITY OF TYBEE ISLAND WATER AND WATER SYSTEM SANITARY SEWER SYSTEMS. 3. ACCORDING TO 'FIRM' 135164 002 C DATED 6/17/86 THIS SITE IS LOCATED IN SPECIAL FLOOD ZONES AS SHOWN ON THIS PLAT. 4. INFRASTRUCTURE AND DRAINAGE REQUIREMENTS MUST BE MET PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. THERE WILL BE COMPLIANCE WITH THE STORM WATER MANAGEMENT ORDINANCE. 5. ALL STREETS, RIGHTS-OF-WAY, EASEMENTS AND ANY SITES FOR PUBLIC USE AS NOTED ON THIS PLAT ARE HEREBY DEDICATED FOR THE USE INTENDED. OWNER REVISION NOTE: THIS PLAT WAS REVISED TO WIDEN LOT A FROM 20' TO 40'. ORIGINAL SUBDIVISION PLAT IS RECORDED IN S.M.B. 33S-65. REVISED SUBDIVISION PLAT OF THE WESTERN PORTIONS OF BEACH SPECIAL NOTE: AT THE REQUEST OF THE PROPERTY OWNER, THE SURVEYOR DID NOT SET CORNERS ON THE LOT LINE LOTS 92 & 93, WARD 4, TYBEE ISLAND, CHATHAM COUNTY, BETWEEN LOTS A & B. GEORGIA. FOR: ROBERT M. CHU E.O.C. FIELD 1/ 35,216 < ERROR/POINT 8" DATE OF SURVEY. MARCH 3, 2005 PLAT 1/ 205,470 METHOD LEAST SQUARES E.O.C.DATE OF PLAT: MARCH 9, 2005 (LAST REVISED JANUARY 17, 2006) G�0 R E.O. TOTAL STATION GEODIMETER 600 SCALE: 1"= 30' GST R No 0' 30' 60' BERT BARRETT, JR. LAND SURVEYING, P.C. �,�sUR\jE��'� 145 RUNNER ROAD e BARB S.M.B. PAGE SAVANNAH, GA. 31410 (912) 897-0661 TY13 ISLAND 7 VICINITY MAP 151 k` WORK PL v of R S AF�I 4 �M, I + ,m ti, v .v�.il..n 'o "L..../ons c ion any a�,u., ry '006 ORO/ GIST BOSWELL DESIGN SERVICE -S -9. -NC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 SCHEDULE OF DRAWINGS '9�-13'0(0 itF TY13 ISLAND 7 VICINITY MAP 151 k` WORK PL v of R S AF�I 4 �M, I + ,m ti, v .v�.il..n 'o "L..../ons c ion any a�,u., ry '006 ORO/ GIST BOSWELL DESIGN SERVICE -S -9. -NC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 SCHEDULE OF DRAWINGS '9�-13'0(0 TOP 14.14 THROAT 13.34 I.E. 9.84 It 15th STREET 60'R/W FW B E A C H L 0 T 9 1 SUBDIVISION OF BEACH LOTS 91 THRU 93 (M.B, 2- 50 1 2 3 JOSEPH D. l w CHERYL Z J SADOWSKY w D.B. 178H-456 l - a _� S 71 *00'00" E -- �. ESSIE BE_'°1DER D.B. 101H 84 D. B. 172,- 6,D5 0 10 0 Fi WOOD PRIVACY FENCE Q l I .o C) r �o O W REMOVE EXT'G @ `' O CHAIN LINK FENCE FENCE t/1 co AS REO'D. LL1 I Q z CONC. BLOCK WALL cy 41�tK- Z moo `'' \ 0 �1'� ,�c• ' I P FLOOD ZONE FLOOD ZONE A8-14 \ W I r / MARY ELOISF BURKE EVELYN P. PATTERSON �a I.B. 237-71 NIK� CONC. BLOCK WALL tKS 71'00'00" E '�°`� 136.00' j I 'I EXT'G < U TOP 14.14 THROAT 13.34 I.E. 9.84 It 15th STREET 60'R/W FW B E A C H L 0 T 9 1 SUBDIVISION OF BEACH LOTS 91 THRU 93 (M.B, 2- 50 1 2 3 JOSEPH D. l w CHERYL Z J SADOWSKY w D.B. 178H-456 l - a _� S 71 *00'00" E -- �. ESSIE BE_'°1DER D.B. 101H 84 D. B. 172,- 6,D5 0 10 0 Fi WOOD PRIVACY FENCE Q l I .o C) r �o O W REMOVE EXT'G @ `' O CHAIN LINK FENCE FENCE t/1 co AS REO'D. LL1 I Q z CONC. BLOCK WALL cy 41�tK- Z moo `'' \ 0 �1'� ,�c• ' I P FLOOD ZONE FLOOD ZONE A8-14 \ W I r / MARY ELOISF BURKE EVELYN P. PATTERSON �a I.B. 237-71 NIK� CONC. BLOCK WALL tKS 71'00'00" E '�°`� 136.00' j IG EXT'G < U z irronn � O REMOVE Iii Z 1- ` y �I FENCE / �``� S� AS REQ'D. C a Z3 3 M 00 I U m� O O a M q z o i;.i } m N o (] °cPROPERTY LINE I / ` OF SIDEWA K R \ 0) (D BACK I T 0 I v FENCE , 1 z L WOOD PRIVACY CIO N L1_ 0z0) � (REMOVE AND REPLACE EXT'G tK 9/GN METERS AND \ g NO PARKING $IGNS AND PARKING .�h ��1 , W tK REMOVE EXT'G C & G AND SIDEWALK AS REQ'D, C STUCCO WALL STMV V.H. V V.H. 30" WIDE DRAINAGE BOX !L N BMCK PLANTER 0 u �O NN V �4) — 0) I Dx 40.00' cp o� pct I '� ' ��. ,�' L- — mg� I J 0 W I I I ' ® `7 CAIN LINK F NCE CHNCE� AIN LINK FE__WOOD PRICY FENCE � • , . tom• 6t1.Q0' °`• EXT 8' x 6" �� P ��1 i99,�i h' P P RJ TEE P �" 71'?0'00" p 269.21' �`'� EXT'G 6° �* 9 I V & 5 AND PLUG I ,� . ,�• 1 ,� h cn RICHAR_: G) b'Fo V)D.B-80H--,5 a> \W P.R.E. 'D- ��. QRS 0 1 2 3 r �s .z SUBDIVISION 0 BEACH LO 94 T II"<i FIRE HYDRANT A T L A N T I C sr •. A W W 6" W /� S SS G' TOP 16.53• I.E. 11.06 �FYISTIVG I" = 20' J � 5 6 7 u Q C6 CO - z m cr <1 2 SUBDIVISION OF LS 8--12 �c - 1 -HE WESTERN 25.5' OF LOT 13, 'SUBDIVISION OF BEAC LOTS 94-97 P.R.B. Z-33 a A V E N U E 30' R/W TELE, JUNCTION BOX t P —W --w W 3 SS SS SS SS 8" SS SS ASPHALT PAVEMENTSS �- CUTIN PAVEMENT I � � WATER VALVE ( TYP. ) NEW THREE STORY STUCCO CONDOMINIUM BUILDING WITH UNDERGROUND PARKING BRASS RAIL VILLAS LLC D.B. 2600-139 P.R.B AA -112 SS SS— GENERAL INFORMATION NOTES: 1. EXISTING INFORMATION SUPPLIED BY BARRET SURVEYING. 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR. 3. GUIDING SET BACK DISTANCES AS PER THE OWNER AND SURVEYOR. GEORGIA D.O.T. NOTES: 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. RIGHT-OF-WAYS MUST BE -APPROVED AND PERMITTED THROUGH THE GEORGIA D.O.T. NOTES: 1, CONTRACTOR I5 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME, ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3, CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER, ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4, UTILIITIES WHICH ARE TO BE REMOVED FROM SERVICE ARE TO BE REMOVED TO THE MAIN AND CAPPED AS PER CITY OF TYBEE ISLAND'S INSTRUCTIONS. UTILITIES WHICH ARE REMOVED FROM SERVICE ARE TO BE REMOVED COMPLETELY AND NOT ABANDONED IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROP05ED CONSTRUCTION. X TREES TO BE REMOVED FEMA MAP NOTES: 1. THIS DEVELOPMENT 15 WITHIN MINIMAL ZONING AREA 11A8" ACCORDI G TO F.I.R.M. COMMUNITY PANEL NUMBER 135164 0002 C, MAP REVISED JUNE 17, 1986. 2. THIS SITE IS IN ZONE "A8" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE, A MINIMUM ELEVATION OF 13.0 AND 14.0 HAS BEEN SET. 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. General Site Notes: 1, PIN = 4-0008-03-001D 1. TOTAL ACREAGE = 0.81 ACRES 2. ESTIMATED DISTURBED ACREAGE = 0.55 ACRES 3. ZONING: C-1 4. SETBACKS: FRONT = 20 FT REAR = 10 FT SIDE = 10 FT TRAFFIC AND RIGHT-OF-WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEOR01 PERSONNEL. 1 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK, CONTACT INFORMATION: OWNER : ROBERT M. CHU CONTACT : Mr. Tom Waters ADDRESS : 6 Brevard Court Savannah, Georgia 31410 PHONE : 912-656-8103 SPECIAL CONSTRUCTION NOTE: IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS T REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT, 1 SCALE: 1 " = 20' 0 20' 40' 1 50' U z � d C� < U z irronn � O Iii Z V 1 N X C Uj Z3 3 M 00 I U m� O O M q z o i;.i } m N o (] (D r1r 0) (D 0 , V z Q CIO N w 0z0) } d W O M 8 I z � d C� < U U 1 W I V � O Iii Z OL Ld �D�O_, ZO() N X C •-1 to Z3 3 M 00 I N m� O M � a z o i;.i 8 I I UJM o a N z n z 0 0 W Ld U cD z F- W CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING SSE � UTILITIES PROTECTION CENTER 1-800-282-7411 'A0R0 M 19 0 No. 28372 PROFESSIONAL DRAWING NUMBER C-2 2 OF 8'SHEETS z � d C� < U U)Lp a Iii Z OL Ld �D�O_, ZO() U X �=z •-1 to z Z U ¢mw >¢ X M M m� O M z n z 0 0 W Ld U cD z F- W CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING SSE � UTILITIES PROTECTION CENTER 1-800-282-7411 'A0R0 M 19 0 No. 28372 PROFESSIONAL DRAWING NUMBER C-2 2 OF 8'SHEETS TOP 14.1.4 THROAT 1&34 I.E. 9.84 RIJ 020 z w / Ia J 15th S T R E E T 60' R/W U B E A C H g SUBDIVISION OF BEACH LOTS 91 THRU 93 (M.B. 2-25"') 1 2 3 JOSEPH D. w & CHERYL SADOWSK`( J UJ D.B. 1781-1-456 5.00' l 26.38' 4 apacea at 9' A 36.00' 9,00' 10.70 �I U a I 11.70' 00 6.00' S 71 °00'00" E ZI -- - a ~ 20.38' `, �, l/, \,< Q • o p� r: to 40.0 144 `f e - Q j X IT\'C, `RETE 'P D .i ••r •.. .a �'t a �I/N�1 j}C : AREA>/'Y" zL aJ UJ�• J Q X./ SIGN A ' Ri ,� 12.12' n ♦ \ �� \ \ V ADA APPROVED HANDICAP RAMPS X LL \ - \i , W 91 EVA L I r HANDICAP DA APPROVED lJRE LININ RAMPS a s tu o. z EXT' 8" x 6" RJ TEE P " 20 OW _ F X69.21' EXT'G 6" V & B AND PLUG 59.96' Yr MAMP-1 L 0 T 9 1 ESSIE BENDER � I D.B. 101H-484 z a N }_O C 0 D.B. 1726-6.0t") M 00 i O Y �( 45.00' I W �mm d z - } - - 135.08' - N 1 p C� 0� 0) '9 ? In i 'LJ 1 U z 0 N \f\ < Q . LLJ M.AF'Y ELOISE BURKE 0 EVELVN P. PATTERSON yGRAVEL \l 0� D.B. 237-71 CONC. BLOCK WALL GATE WITH STEPS s O \ o \ f CONC. BLOCK WALL 135.00' S 71'00'00" E - RETAINING 10.00' O WALL G tj p 0 0 OUMPSTER PAD AREA : 0 N' �. fl f O 19931'O 0 60.x' P P P 71'00'00" 08.25' STUCCO WALL VH. r STORY VA 30 WIDE DRAINAGE BOX NEW THREE STORY STUCCO CONDOMINIUM BUILDING WITH UNDERGROUND PARKING BRASS RAIL VILLAS LLC D.B. 2600-189 P.R.B. AA -11 12 •00' RICHAR ",>DSEE `y W D.B. 1> CH- ,8 v' 00 v R P, R. E. L-73 Ln (°UJ, 1 2 3 4 5 6 7 U') Y� C� .r� � Q r F- CE* - 1 2 3 -- -- - SUBDIVISION 0 BEACH L0 + iHF?..1 `. ' ------ - ----- -' - ----- SUBDIVISION OF LOS 8-12 & -- TILE W'S TERN 25.5' OF LOT 13, �SUBDIVISION OFB BEACJ1 J3LOTS 94--97 a f FIRE HYDRANT A T L A N T I C A V E N U E 30' R/W ❑ TELE. JUNCTION BOX / X A` c P K, C W W 6" W W- W W �? S SS $„ SS SS SS SS SS 8 SS SS SS K _ ( ASPHALT PAVEMENT �,• g TOP 16.53 I CUT IN PAVEMENT I.E. 11.06 STAKING GENERAL NOTES: `O Q .9 TA <ING PL A / W 1. DIMENSIONS ARE IN FEET AND DECIMAL OF FEET UNLESS NOTED OTHERWISE. 2, LIMITS OF CLEARING AND GRUBBING SHALL MATCH THE PROPERTY LINE BOUNORY OR AS SHOWN ON THE PLANS, COORDINATE ALL CLEARING ACTIVITIES WITH THE ENGINEER/OWNER. 3. ALL COORDINATES AND BEARINGS SHOWN ARE BASED ON A SITE COORDINATE SYSTEM, CONTRACTOR SHALL VERIFY PRIOR TO THE START OF CONSTRUCTION. 4. BENCHMARKS SHALL BE VERIFIED BY THE CONTRACTOR AS TO LOCATION AND ELEVATION PRIOR TO THE START OF CONSTRUCTION. 5, ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED. 6, CONTRACTOR SHALL VERIFY THAT OVERALL SITE DIMENSIONS AGREE WITH THE INCREMENTAL LAYOUT DIMENSIONS AS SHOWN. ANY DISCREPANCIES WITH DIMENSIONS AND COORDINATES OR PROPERTY LINES SHALL BE ADJUSTED AND APPROVED BY THE ENGINEER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING HORIZONTAL AND VERTICAL CONTROL ON THE SITE BASED ON EXISTING MONUMENTS, ALL COSTS INVOLVED IN LOCATING THE EXISTING MONUMENTS AND CARRYING THE STAKING LAYOUT TO THE SITE SHALL BE BORNE BY THE CONTRACTOR, 8, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, 9. CONTRACTOR TO VERIFY ACTUAL BUILDING DIMENSIONS WITH ARCH. PLANS. 10. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. It ALL ROAD AND LANE WIDTHS ARE TO BE 12' UNLESS OTHERWISE NOTED. 12. ALL PARKING STALLS TO BE 9' x 18' UNLESS OTHERWISE NOTED. P = 20' WATER VALVE (TYP.) GEORGIA D.O.T. NOTES: 1, ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED THROUGH THE GEORGIA D.O.T. EASEMENT NOTES: 1• THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL. AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. Special Pre -Construction Note Contractor to verif all existing and proposed y 9 structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction. GREENSPAGE CALCULATIONS: TOTAL SITE = 0.81 AC. PAVING / BUILDING / ETC. = 0.63 AC. GREENSPACE`. _ 0.29 AC. 0.29 0.358 = 36 % GREENSPACE 81 0.81 PARKING NOTE : 1. Parking for this project is to be beneath the building. 2. For parking requirements and layouts see architectural plans. TRAFFIC AND RIGHT-OF-WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK INCLUDING WITHIN RIGHT-OF-WAY. Ss - BUILDING DETECTABLE WARNINGS ON WALKING SURFACE A HANDICAP RAMP / DETECTABLE WARNINGS SHALL CONSIST OF TRUNCATEDRAISED DOMES METER OF NOMINAL 0.9NCHES,A HIEGHT OF NOMINAL 0.2 INCHES AND A CENTER TO CENTER SPACING OF NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING PROVIDE FOR 5'X5' LANDING AREA WHERE APPLICABLVURFACES, IF THE SIDEWALK AND RAMP ARE CONSTRUCTED OF CONCRETE, THE WARNING AREA SHALL BE RED BRICK IN COLOR, IF THE SIDEWALK AND RAMP ARE CONSTRUCTED OF RED BRICK, THE WARNING AREA SHALL BE existing concrete GREY IN COLOR. THE COLOR USED TO PROVIDE or brick sidewalk CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. a 48" ARP SIDEWALK SURFACES SHALL MEET GUIDELINES OF THE ADA STANDARDS FOR ACCESSIBILITY, APPENDIX b A, PART 36. U • INS TALLATION, BRICK PAVERS SHALL BE SET IN A WET MORTAR BED. THE BED SHALL BE PLACED ON { 00 00 00 000 CONCRETE, THE CONCRETE SHALL BE A 0 00 0- 0 0 0 0 MINIMUM OF FOUR INCHES THICK. ♦ 0 0 0 0 o p 00 oc oCURB -RAMP CURE \_ GUTTER 1/2" WITH 1/8" TOLERANCE CURB RAMPNOTES: L_ -- .__I WITH DETECTABLE 1.- WHERE CONCRETE SIDEWALK I5 FLUSH WITH BACK OF CURB, WARNING PLAN DELETE ADDITIONAL 4" CONCRETE SIDEWALK AND TRANSITION THE CURB AND SIDEWALK SUCH THAT THE MAXIMUM SLOPE OF THE RAMP AND TRANSITION SIDEWALK IS 1:12. 2.- THE FLARED SIDES MUST HAVE A 1:10 SLOPE, IF THE DISTANCE, X IS LESS THAN 4811, THEN THE SLOPE OF THE FLARED SITES SHALL NOT EXCEED 1:12. (D3• - THE GUTTER MUST HAVE A SLOPE OFS 1.•20. z X 4.- ALL HANDICAP RAMPS SHALL CONFORM TO CURRENT ADA 4" CONC. SIDEWALK ACCESSIBILITY GUIDELINES SLOPE RAMP 1: VARIES 4' -on VARIES OR FLATTER CURB _77701 , o HEIGHT SECTION A -A 1 10 FRONT ELEVATION HANDICAP RAMP "ECOSTONE" PERMEABLE BRICK PAVER OR APPROVED EQUAL TO HAVE BEVELED EDGES TO PREVENT COMPACTION OF FILTRATION MATERIAL OR INSTALL FILTRATION MATERIAL 1/4" TO 1/2" BELOW THE TOP OF THE PAVERS 12" WIDE GEOTEXTILE ALONG PERIMETER - TYPE AND INSTALLATION SOLDIER COURSE AS A BORDER TO BE AS PER MANUF. SPECIFICATIONS OR CONCRETE CURB SET 1/4" BELOW PAVERS WITH CONTROL/ 1.5" BEDDING AND FILTRATION SAND EXPANSION JOINTS AT 15' D.C. (max) FILTRATION MATERIAL BETWEEN PAVERS 12" OPEN M=II GRADED BASE COURSE SPECIAL INSTALLATION NOTE COMPACTED SUBGRAOE ALL INSTALLATION PROCEDURES AND GEOTEXTILE UNDER BASE COURSE - MATERIALS SHALL BE AS PER THE PAVER MANUFACTURER INSTRUCTIONS TYPE TAND INSTALLATION TO BE AS PER SPECIFICATIONS AND RECOMMENDATIONS. NOTES: 1. CONCRETE PAVERS SHOULD BE PLACED ON A CEMENT TREATED BASE IF SOIL IS EXTREMELY WEAK OR CONSTANTLY SATURATED. PAVERS CAN BE OVERLAID OR INLAID ON EXISTING ASPHALT OR CONCRETE DRIVEWAYS. 3. CONSULT ICPI TECH SPEC 2 FOR GUIDELINES ON SPECIFICATIONS FOR BASE MATERIALS, SUBGRADE SOIL AND BASE COMPACTION. 4. PLASTIC, STEEL, ALUMINUM OR PRECAST CONCRETE, EDGING MAY BE USED IF APPROVED. SIDEWALK / DRIVEWAY BRICK PAVER DETAIL NOT TO SCALE SPECIAL CONSTRUCTION NOTE: IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY, IF THE CONTRACTOR KNOWS OR CAN RESONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO I REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. f SCALE: 1" = 20' L- 0 20' VY � I Lr1 X z a N }_O C 0 iVT 1�.1 M 00 i O Y �( 0 I W �mm d z W } � N M p C� 0� 0) '9 ? In LJJ 'LJ 1 U z 0 N Q � I � I Lr1 X 1T a N }_O C 0 iVT 1�.1 M 00 i L Y �( 0 I W �mm d z W } � N M p C� 0� 0) '9 ? In LJJ 'LJ 1 U z 0 N Q . LLJ r� V l 0 � I � I Lr1 X 0 a N }_O C 0 EL _J QXoZ z0U M 00 i L Y �( o I W �mm and z v w B I LJ o M J o ? In A MINIMI PRIOR TO O R G /9 � �asrfRF No. 28372 PRO'FE'SSIONAL 41" FNc I to A. 8 DRAWING NUMBER C-3 3 OF 9 SHEETS 0 � Lr1 X z .J. zO Ld }_O EL _J QXoZ z0U z 0 Z Q Lij = z Y �( FJ -• = Z U I- �mm and 1'- 0 M A MINIMI PRIOR TO O R G /9 � �asrfRF No. 28372 PRO'FE'SSIONAL 41" FNc I to A. 8 DRAWING NUMBER C-3 3 OF 9 SHEETS TOP 14,14 THROAT 13.34 I.E. 9.84 1h5; I a JOSEPH D. ' Zti�' 8c CHERYL SADCWSK Y D.B. 178H-456 UJ tx 00 V 00 0 o I I FG 142.69 TC 13.19 �oo W I K/ QI FG 14.8 %..� �.l / V �. V�PM TP 12.59 WTC 13.09 ZLA > S< ,G Q. I > J CL Q ; 'S FG 14.4 l Y I A �1. j T \ ;' �/ a > 3 D �y 1 ° I I FG 15.1 EXTIG 8" x 6" "` N - RJ TEE P EXT'G 6" O� _77 I V $ B AND �h TS 13.17 PLUG I ��'` TW 15,20 YARD INLET4, TOP 14.5 ��. ,��• �9s \ IE 11.60 1 a� NOTES; 15th S T R E E T 60' R/W _ B E A C H L 0 T 9 1 SUBDIVISION OF BEACH LOTS 91 THRU 9.3 (M.B. 2-250) 2 3 (5) UNDERGROUND DETENTION PIPES TO BE 36" DIA, X 140" LONG PERFORATED N-12 ADS AT O.OX IF 7.99 ESS!E BENDER NEENAH CURB INLET D.B. 101H-484 BOX D.B.172G-605 TP 12.32 TC 12.82 CONNECT TO DETENTION PIPE TP 12.62 TPD 14.78 TC 13.12 e /\c% �x' °1::!° ;,�Y� El 15E E,UI 1((E �J ' C x `' GRAVEL F-vrl L rN F' RATTERSON S \ TPa 1.2,67 TC• 13.18• x /� CONC. BLOCK WALL EXPANSION r' y A 12,74° \\< y JOINT WITH y FILLER AND �Y TL 13,4 ° v\,j • r� CATCH BM TOP 14 THROAT 13.34 1,E, 9,84 W Z J w U JOSEPH D. 8: CHERYL SADOWSK•Y U.B. 178W-456 15th S T R E E T 60' R/W C F rpt i i [) r. D. B r3t)5 L 0 T 9 1 d- - - - - J - - - - - 00 Z J� 0 y X" IX T� Z� / / d• MARY ELOISE BURk.E >/ % > J% EVELYN P. PATTERSON ' GRAVEL a D.B.o - ALI Y 2.37-71 a SSSS 8„ SS �A o oHo TOP 14.04 I.E. 8.28 ASPHALT PAVEMENT SS 1/2" DIA. RUBBER HOSE SECURED WITH NUMBER 12 GAUGE PLIABLE GALV. WIRE 211X 211X b' TREATED ROUND OR SQUARE STAKE. THREE STAKES PER TREE. DRIVEN 3'-011 IN TO THE 'GROUND. DO NOT PUT STAKES THROUGH ROOT BALL TREE SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS EXISTING GRADE --- 9' MULCH TO EXTEND OUT OVER SAUCER FINISHED GRADE CUT AND REMOVE BURLAP ON UPPER 1/3 OF ROOT BALL AFTER PLACING TREE IN HOLE BUT BEFORE BACKFILLING PLANTING SOIL MIXTURE 1 2 3 4 5� C6 cn� Z wCr ni NOTES: 1. IF PLASTIC BURLAP IS USED ON B & B TREES AND SHRUBS THEN THE BURLAP IS TO BE REMOVED ENTIRELY FROM THE ROOT BALL. 2. IF ROOT BALLS ARE TIED WITH NYLON CORD. THEN THE CORD IS TO BE CUT AND REMOVED. 3. REMOVE ALL WIRE BASKETS OR NON -BIODEGRADABLE MATERIALS BEFORE PLANTING. 4. TREES ONLY REQUIRED TO BE STAKED AS DIRECTED BY L.A. AFTER PLANTING. SAUCER SAUCER BERM 1211 MIN. WIDER THAN ROOT BALL 611 MIN. DEPTH. TAMPED /"_TO PREVENT SETTLEMENT TREE PLANTING NOT TO SCALE UTILITr AND LANDSCAPING PLAN PLANTED TREEJ SYMBOL B E A C H SUBDIVISION OF BEACH LOTS 91 THRl1 :r- i h;1 5 ti l 2 PREFERRED 3 4 C F rpt i i [) r. D. B r3t)5 L 0 T 9 1 d- - - - - J - - - - - 00 Z J� 0 y X" IX T� Z� / / d• MARY ELOISE BURk.E >/ % > J% EVELYN P. PATTERSON ' GRAVEL a D.B.o - ALI Y 2.37-71 a SSSS 8„ SS �A o oHo TOP 14.04 I.E. 8.28 ASPHALT PAVEMENT SS 1/2" DIA. RUBBER HOSE SECURED WITH NUMBER 12 GAUGE PLIABLE GALV. WIRE 211X 211X b' TREATED ROUND OR SQUARE STAKE. THREE STAKES PER TREE. DRIVEN 3'-011 IN TO THE 'GROUND. DO NOT PUT STAKES THROUGH ROOT BALL TREE SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS EXISTING GRADE --- 9' MULCH TO EXTEND OUT OVER SAUCER FINISHED GRADE CUT AND REMOVE BURLAP ON UPPER 1/3 OF ROOT BALL AFTER PLACING TREE IN HOLE BUT BEFORE BACKFILLING PLANTING SOIL MIXTURE 1 2 3 4 5� C6 cn� Z wCr ni NOTES: 1. IF PLASTIC BURLAP IS USED ON B & B TREES AND SHRUBS THEN THE BURLAP IS TO BE REMOVED ENTIRELY FROM THE ROOT BALL. 2. IF ROOT BALLS ARE TIED WITH NYLON CORD. THEN THE CORD IS TO BE CUT AND REMOVED. 3. REMOVE ALL WIRE BASKETS OR NON -BIODEGRADABLE MATERIALS BEFORE PLANTING. 4. TREES ONLY REQUIRED TO BE STAKED AS DIRECTED BY L.A. AFTER PLANTING. SAUCER SAUCER BERM 1211 MIN. WIDER THAN ROOT BALL 611 MIN. DEPTH. TAMPED /"_TO PREVENT SETTLEMENT TREE PLANTING NOT TO SCALE UTILITr AND LANDSCAPING PLAN PLANTED TREEJ SYMBOL NUMBER NAME MATURE SIZE QUALITY T1 10 Tree species to be as per owner and Tybee Island LARGE PREFERRED T2 4 Tree species to be as per owner and Tybee Island MEDIUM PREFERRED LANDSCAPE NOTES: 1. ALL TREE PLANTING PRACTICES ARE TO BE IN ACCORDANCE WITH THE CiTY OF TYBEE ISLAND'S MOST RECENT TREE ORDINANCE. 2. A HORIZONTAL SEPARATION OF 10 FEET (min.) SHALL BE MAINTAINED BETWEEN PROPOSED TREES AND ANY UTILITIES (existing or proposed) OR UNDER POWER LINES. General Water Notes 1. All utility installation and coordination is to be coordinated with the City of Tybee Island Department of Public Works. 2. Connection type (saddle or sleeve) to the existing water main is to be coordinated with the City of Tybee Island. GEORGIA D.O.T. NOTES: 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.D.T. RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED THROUGH THE GEORGIA D.0.7 - Special Pre -Construction Note : Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction. GENERAL UTILITY NOTES: 1. CONTRACTOR 15 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. WATER USAGE FOR THE SITE (not including irrigation) WILL BE APPROXIMATELY 16 qpm PER UNIT (instantaneous peak demand as per Georgia minimum standards for public drinking water systems). THIS PROJECT WILL HAVE 21 UNITS, 4. WATER LINE TO HAVE RESTRAINED JOINTS. 5. ALL WATER MAINS ARE TO BE C-900 PVC. 6. ALL SANITARY SEWER LINES ARE TO UTILIZE RUBBER GASKETED JOINTS AND CONFORM TO ASTM 3034 FOR PIPE 15" AND SMALLER. 7, SANITARY SEWER MAY BE CONNECTED TO EXISTING STUB OUT IF PROVIDED. 8, A MINIMUM OF 10' SEPARATION MUST BE MAINTAINED BETWEEN WATER AND SEWER MAINS. 9, #12 GA. WIRE SHALL BE INSTALLED WITH ALL WATER/SEWER LINES. 10. WARNING TAPE SHALL BE INSTALLED WITH ALL WATER/SEWER LINES AT I TO 2 FEET DIRECTLY ABOVE LINE. 11. A MINIMUM SEPARATION OF 2 FEET IS REQUIRED BETWEEN ALL WATER TAPS AND SEWER CONNECTIONS. 12, WATER LATERALS TO BE INSTALLED A MINIMUM OF 24" FROM BELL JOINTS. 13, WATER LATERALS TO BE INSTALLED A MINIMUM OF 18" APART (CENTERLINE TO CENTERLINE OR AS PER THE CITY OF TYBEE ISLAND INSTRUCTIONS. 14. ALL WATER LATERALS TO BE POLYETHYLENE OR APPROVED EQUAL. 15, 4" SANITARY SEWER LATERALS SHALL BE PVC AND HAVE A MINIMUM SLOPE OF 1N. 16. NEW WATER MAIN CONNECTION TO EXT'G MAIN SHALL BE BY SADDLE OR SLEEVE. 17. CONTRACTOR TO VERIFY ALL EXT'G AND PROPOSED STRUCTURE LOCATIONS (drainage, sanitary, etc), TOPS AND DEPTHS PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. SPECIAL WATER LINE NOTES 1. Pipe, 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 hazordous to traffic. They shall at all times be handled with care to avoid damage. The interior of all pipe, fittings and other accessories shall be kept free from dirt and foreign matter at all times. 2. 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 it's position in the trench and shall be kept clean by approved means during and after laying. Care shall be taken to ,prevent dirt from entering the joint space. During installation, when pipe laying is not in progress, a mechanical joint plug or cap, or approved equal, will be used to form a water tight seal at both ends of the line being laid and no trench water shall be permitted to enter the pipe. 3. Clean the interiors of ail pipe by brushing, swabbing or washing out all dirt before placement; 4. Flush the new pipe tines until the water runs clear at the end of all mains and laterals. This should be done after the pressure test and before disinfection. Minimum flush time and velocity are to be 2.5 fps which is necessary to purge the line of foreign material. EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. Special Water and Sanitary Connection note : Existing water and sanitary laterals may be utilized to connect new building to the existing water and sewer systems if proved to be of adequate size and location. TRAFFIC AND RIGHT-OF-WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TY13EE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK INCLUDING WITHIN RIGHT-OF-WAY, I SCALE: 1" = 20' 0 20' 40' 1 50' 0 Z 0 0 I= a U- 60 LLI O Z Z W I-- 0 Z � awn``=Z �V 7 � 1j.' -a. -la O 0 MM and 0 O N 0 C � .�.� M LLI 00 M Q I Z o N � 0 t- Z LJ CJI < Q UTILITIES 1-8 Z n z d W 0 J 0 t J 1^ IIMUM OF 72 HOURS TO DIGGING �7' 1G�® R G /9 iSTNo 2M FR� FR&E DNN. I -,r acs DRAWING NUMBER C-51 5 QF 9 SHEETS Z 0 0 I= a U- 60 LLI O Z Z W I-- 0 l � awn``=Z �V 7 � 1j.' -a. -la O 0 MM and (b O N 0 C � .�.� M LLI 00 M Q I Z o N � 0 t- Z LJ CJI < Q 0 U7 z Gi J 0 1 0 U) Q V) LU UTILITIES 1-8 Z n z d W 0 J 0 t J 1^ IIMUM OF 72 HOURS TO DIGGING �7' 1G�® R G /9 iSTNo 2M FR� FR&E DNN. I -,r acs DRAWING NUMBER C-51 5 QF 9 SHEETS Z 0 0 I= a U- 60 LLI O Z Z W I-- 0 W : � awn``=Z u O 0 MM and (b O N C � M M 00 I o � � c 6 o B 0 I z Gi J 0 1 0 V) UTILITIES 1-8 Z n z d W 0 J 0 t J 1^ IIMUM OF 72 HOURS TO DIGGING �7' 1G�® R G /9 iSTNo 2M FR� FR&E DNN. I -,r acs DRAWING NUMBER C-51 5 QF 9 SHEETS Z 0 0 I= a U- 60 LLI O Z Z W I-- 0 [L JQZCU Z U` 0= awn``=Z U) - U ¢ 0 MM and (b cn0 m M UTILITIES 1-8 Z n z d W 0 J 0 t J 1^ IIMUM OF 72 HOURS TO DIGGING �7' 1G�® R G /9 iSTNo 2M FR� FR&E DNN. I -,r acs DRAWING NUMBER C-51 5 QF 9 SHEETS 15th S T R E E T 60' R/ W - SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER Sd 1—A B E A C H L 0 T 9 1 CONSTRUCTION EXIT Co ;ION OF BEACH LOTS 91 THRU 93 (M.B. 2-250) DISTURBED AREA STABILIZATION 2 DSZ WITH TEMPORARY SEEDING DISTURBED AREA STABILIZATION DS3 WITH PERMANENT SEEDING ESSIE BENDER DISTURBED AREA STABILIZATION DS D.B. 101H-484 WITH SODDING D.B. 172G-605 Ds2 CHECK DAM Cd—� DS3 STORM DRAINAGE OUTLET PROTECTION St INLET SEDIMENT TRAP GEOTEXTILE CHANNEL STABILIZATION VEGATATION ROCK RIP—RAP CONCRETE LEVEL SPREADER Erosion and Sediment Control Phasing 1. This phase shall include Silt fencing and construction exits to be installed prior to any land disturbing activities to prevent sediment from leaving the site. Intermediate Phase 1. This phase shall include construction of any detention ponds, outlet structures, retrofits, check dams, inlets protection and temporary grasping. Final Phase 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. 3PECIAL CUN5TNUC71UN NU f E: fF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF :ONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR :)R OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID WCONSISTANT ENTITY. IF THE CONTk/Ac. r un KNOWS OR CAN RESONABLY 3E EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT W THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLEC FO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY ng) rnr SCALE: 1" = 20' W i U LO O � C � ZN 3 m C 1 0 � C 0 -' z a ti 8 i N O O Z, N W i U LO O � C � ZN 3 m C 1 � C 0 -' z a ti 8 i N O O N "!I ► * ■ !I 911114A OWN r " • i.. % r : III' _:- a r • " '� • �. '. 'I r ', �'� l.�.. •'�� ...:.. • ' 'r • f'. r,. ''. - r � t - ' � • II- ' r • rr � i r A A: r : r I ! r , ! I : I " i I"' I'" • � i ��- I I Ir !' � �� • � II Ir .- � , I � � r � . I I r r •. a ! .• a . !-r ! ! CLEARING NOTES: 1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME, ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE BY THE OWNER. SEE LAND DISTURBING PLAN. 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED PUBLIC HIGHWAY. 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING CONSTRUCTION. THESE MEASURES ARE TEMPORARY. 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF ALL AREAS WITHIN THE PROJECT SITE INCILUDING RIGHTS--OF—WAYS, EASEMENTS AND LOTS. TIME CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS WHICH ARE LOIN AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF FIELD ADJUSTIAENTS TO THE CONSTRUCTION PLANS. B. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL THE APPROPRIATE PERMITS HAVE BEEN ISSUED. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER TO REMOVE THEM. 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT SYSTEMS lNHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE FROM THE OWNER OR ENGINEER PRESENT. 11. PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A A.) IN "PRUNING STANDARDS FOR SHADE TREES". ANY VARIATION FROM THE RECOMMENDATION OF THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. 12. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "LIMITS OF CONSTRUCTION 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING". 14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. TENTATIVE ACTIVITY SCHEDULE 2006 JAN I FEB I MARCH I APRIL I MAY I JUNE "91YYYN1�1 :�uummm�n BUILDING CON',5TRUCTION MAINTENANCE OF SEDIMENT CONTROL smog, 11 IN 1861 SITE DATA SIDE VIEW I E 1 ESTIMATED DISTURBED ACREAGE .... 0.55 ACRES S.C.S. SOIL SURVEY V,4P NO. 50 1 t l� 77Y TYB I S LA N w T, ?$�� Vis"; y V I C I I\I ITY MAP 167 qjLvM MONTH OF PLANTING TEMPORARY GRASS RATE MONTH OF PLANTING PERMANENT GRASS RATE MARCH-- COMMON BERMUDA10 Lbs. Lbs/Ac /Ac MARCH— JUNE COMMON BERMUDA COMMON BERMUDA (HULLED) 10 Lbs./Ac A (HULLED) Soft wood 3" dia. or 2X4 m APPROVED FABRIC. APRIL— BROWN TOP MILLET 40 Lbs. Ac / JULY— COMMON BERMUDA (HULLED) 10 Lbs./Ac AUGUST 3'-0" Soft wood AUGUST do STEEL POSTS. Oak 1"X1" 16" 4" BROWN TOP MILLET 10 Lbs./Ac SEPTEMBER— RYEGRASS 40 Lbs./Ac SEPTEMBER COMMON BERMUDA (UNHULL.ED) 10 Lbs./Ac FEBRUARY N LJJ FEBRUARY RYE 1/2 Bu./Ac GEOTE MLE UNDERUNER N.SAR-2 (1.5"-3.5') COARSE AGGREGATE TEMPORARY CONSTRUCTION FYIT N.T.S. A MIN B MIN POST - SIZE D FENCE MINIIAUM TYPE OF POST SIZE OF POST TYPE LENGTH 6'-0" USE 36" D.O.T. A 4'—O" Soft wood 3" dia. or 2X4 m APPROVED FABRIC. Oak 1.5"X1:5" Steel 1.31b,/ft. min. B 3'-0" Soft wood 2" dia. or 2X2 STEEL POSTS. Oak 1"X1" 16" 4" Steel .751b./ft, min, C 4'-0" Steel 1.31b./ft. min. N.T.S. A MIN B MIN _c D E MAX F 30" 18" 28" 6" 6'-0" USE 36" D.O.T. Lu U zI w I D Q m APPROVED FABRIC. 0 o71 USE WOOD OR W m � STEEL POSTS. 18" 18" 16" 4" 6'-0" USE 22" D.O.T. U) APPROVED FABRIC N LJJ � p Z Z USE WOOD OR d .j STEEL POSTS 30" 18" 28" 6" 4'-0" USE 36" D.O.T. APPROVED FABRIC USE STEEL POSTS ONLY FASTENERS FOR WOOD POSTS O GAUGE CROWN LEGS STAPLES/POST Wire Staples 17 min. 3/4" Wide 1/2" Long 5 min. I GAUGE LENGTH BUTTON NAIL/POST HEADS Nails 14 min. 1" 3/4" 4 min. TEMPORARY SILT FENCE DETAIL NOTE: OVERLAP 18' AT FABRIC JOINTS FRONT VIEW Sd 1—A i 8� i U C7 O N 0 I c 3 c M �� <�W ~0 Z O_ c a z Lu U zI w I D Q m w 0 o71 W m � Iz Ir C�4 0' U) N LJJ � p Z Z 0) d .j U? LIJ 8� i U C7 O N 0 I c 3 c M �� <�W ~0 Z O_ c a z o U zI w I D Q m w o71 4 F_ 0 Q W P CONTACT A NINIMUN OF 72 HOURS PRIOR TO DIGGING SSE SS UTILITIES PROTECTION CENTER 1-800-282-7473 DRAWING NUMBER C ff I k-,-7 7 OF 9 SHEETS a U W a �� <�W ~0 Z O_ I< W � _ z W �W U x M M d IJ] � � M 4 F_ 0 Q W P CONTACT A NINIMUN OF 72 HOURS PRIOR TO DIGGING SSE SS UTILITIES PROTECTION CENTER 1-800-282-7473 DRAWING NUMBER C ff I k-,-7 7 OF 9 SHEETS n j/' --DUCTILE IRON 12 MIL BONDED NYLON SHALL BE MINIMUM OF 1" TAP uu \�,./ tSEE NOTE 1 ORPORATION STOP noTAPPING SADDLE 4 SEE PLANS FOR LOCATION AND SIZE NOTES: 1. TAPPING SADDLE TO BE DUCTILE IRON WITH TYPE 304 STAINLESS STEEL FORGED DOUBLE STRAPS, STAINLESS STEEL BOLTS, NUTS, AND WASHERS. FINISH IS FUSION BONDED NYLON TO AVERAGE THICKNESS OF 12MILS. SEE NOTE 1 CORPORATION STOP 2• CORPORATION STOP MUST BE PLACED AT 45' WITH RESPECT TO WATER MAIN (AS SHOWN ABOVE). WATER TAPPING SADDLE NOT TO SCALE 2'X2'X4" CONCRETE TAPPING SADDLE OR TEE WITH REDUCER - WATER MAIN (--4" MIN. 'ALVE BOX BALL VALVE DRESSER COUPLING I P.V.C. '- BRASS NIPPLE BRASS NIPPLE PROFILE r—TAPPING SADDLE OR TEE WITH REDUCER O 0 O d 0 • NOTE. O 1. THE TAPPING SLEEVE AND VALVE MUST BE INSTALLED IN A MANHOLE. SEE DETAIL W 98 FOR THE MANHOLE DETAIL 5" 1'-0" 111 BATTER STREET PAVEMENT (SEE SPECS') 1"R, "° 111 LN/F ,• SLOPE 4 b • rn G co n v NORMAL GUTTER WATER MAI N CORTEN BOLT, TYP. MECHANICAL JOINT TAPPING VALVE FLANGE JOINT DUCTILE IRON WATER MAIN PLAN VIEW TYPICAL TAPPING SLEEVE MARK FACE OF CURB WITH "W" OVER LOCATION OF LATERAL •n�uni�11111F�IIIP� 3 vn�I, o TAPE TO BE 8 r ABOVE LATERAL 62%1CA 1PW MATRE S RAPPED TO PIPE AND ATTACHED TO CORPORATION STOP AND CURB STOP PROPEJiIIf LINE 1 18 12- I CURB STOP NOTE: TERUINATE CURB STOP IN STANDARD METER BOX (SEE DETAIL SHEET C4) CORPORMW BING STOP TO BE AP SIZM BE U (ffdn) SADDLE e DLI. OR LESS A'/�� IN LATERAL SIioV.L BE BRASS. WATER SERVICE LATERAL �--GRAVEL NOTE: 1. APPLICABLE TO ALL NEW RESIDENCES (ONE AND TWO STORY), 2. APPLICABLE TO 3/4", 5/8" AND 1" ONLY. WATER METER W/BACKFLOW PREVENTER 1 1/2" ASPHALT CONC. TYPE 611-5,000 P.S.I. CONCRETE H.E.S. 8 BAG MIX NOT TO SCALE CUT TO STRAIGHT EDGE F-XIST, ASPHALT PAVEMENT P , I►il', 3'-Q° MINy 00. COMPACTION OF BACKFILL 9" MIN ` (MIN.) A.S.T.M, 0-698 BENCH NEW PIPE NOTE: 1. ALL LATERAL STREET CUTS MUST BE COVERED WITH STEEL PLATES OF SUFFICIENT THICKNESS TO SPAN THE CUT WITHOUT NOTICEABLE DEFLECTION. PLATES TO REMAIN IN PLACE UNTIL THE CONCRETE BASE HAS GAINED SUFFICIENT STRENGTH TO WITHSTAND TRAFFIC LOADS (24 HOUR MINIMUM). 2. LONGITUDINAL CUTS EXCEEDING 150 FT. IN LENGTH, THE CONCRETE IN TRENCH WILL BE BROUGHT FLUSH WITH THE EXISTING PAVEMENT. THE EXIST. PAVING WILL BE SAW CUT TO A STRAIGHT EDGE AND THE ENTIRE WIDTH OF ROADWAY RESURFACED WITH A MINIMUM OF 1" OF TYPE "F" ASPHALT TOPPING OR SURFACE COURSE. BITUMINOUS PAVEMENT. REPLACEMENT THREADED FERRULE & BRASS SCREW PLUG CONCRI COLLAR CAST IRON COVER MARKED WATER FIN GRADE --% THREE PIECE SCREW OR SLIP TYPE VALVE BOX - CAST 'IRON VALVE - WYE CLEANOUT NOT TO SCALE 6"x 2'-0" DIA. CONC. CONCRETE PAVING 1/8 BEND C.I. CONCRETE COLLAR (18"x18"x6") i NOTE: 5-1/4" DW 1. IF UNPAVED AREA, SET TOP OF CONCRETE COLLAR 1" ABOVE FINISHED GRADE. 2. 1N PAVED AREA, SET TOP OF BOX FLUSH WITH PAVEMENT. NO CONCRETE COLLAR REQUIRED. STANDARD VALVE BOX NOT TO SCALE BALL VALVE IN VALVE BOX WITH MALE IN BRASS NIPPLE 2'X 2'X 4" CONCRETE COLLAR BRASS OR HEAT FUSED POLYETHYLENE TEE OR 4" DRESSER COUPLING EPDXY COATED STEEL SADDLE WITH STAINLESS STEEL 4" POLYETHYLENE STRAP (TYP. DOUBLE DETECTOR CHECK VALVE ASSEMBLY .PIPE 2 OS&Y RESILIENT SEAT GATE VALVES PLUG 4 TEST COCKS PLUG 2 COMPANION FLANGE 5 m DUCTILE IRON PIPE, CUT TO FIT 6 8 CARBON STEEL EYE BOLTS 7 THRUST 3/4 GALV. ALL THREAD ROD ' °� 0 n. MEGA LUG OR EQUIVALENT FOR DUCTILE PIPE 9 1 2 n• + BLOCK THRUST PIT -CEMENT BLOCK, POURED CONCRETE, OR PREFABRICATED z °; °► 11 z 12 BLOCK. 24" MIN. 13 THRUST a M (TYP.) BLOCK M N m POLYETHYLENE (TYP.) CORPORATION 8" MIN. - - STOP (TYP) (TYP.) BALL VALVE (TYP.) WATER METER (TYP.) 2" #57 GRAVEL FIRMLY COMPACTED PLAN UNDER METER BOX (TYP.) NOTES: 1. ALL METERS SHALL BE INSTALLED WITHIN CITY OF 4. AN APPROVED BACKFLOW PREVENTOR MUST BE TYBEE ISLAND RIGHT OF WAY OR EASEMENT IF POSSIBLE. INSTALLED APPROPRIATE FOR THE BUILDING USE 2. CONCRETE COLLAR IS NOT REQUIRED ON IN ACCORDANCE WITH THE CITY'S STANDARDS. VALVE BOXES INSTALLED IN PAVED AREAS. THE USE OF A SINGLE BACKFLOW PREVENTOR UPSTREAM OF THE METER MANIFOLD MAY BE ALLOWED, IF APPROVED BY THE CITY FOR THE PROPOSED USE: MANIFOLD FOR MULTIPLE METERS INST. 5" 1'-0" 111 BATTER STREET PAVEMENT (SEE SPECS') 1"R, "° 111 LN/F ,• SLOPE 4 b • rn G co n v NORMAL GUTTER WATER MAI N CORTEN BOLT, TYP. MECHANICAL JOINT TAPPING VALVE FLANGE JOINT DUCTILE IRON WATER MAIN PLAN VIEW TYPICAL TAPPING SLEEVE MARK FACE OF CURB WITH "W" OVER LOCATION OF LATERAL •n�uni�11111F�IIIP� 3 vn�I, o TAPE TO BE 8 r ABOVE LATERAL 62%1CA 1PW MATRE S RAPPED TO PIPE AND ATTACHED TO CORPORATION STOP AND CURB STOP PROPEJiIIf LINE 1 18 12- I CURB STOP NOTE: TERUINATE CURB STOP IN STANDARD METER BOX (SEE DETAIL SHEET C4) CORPORMW BING STOP TO BE AP SIZM BE U (ffdn) SADDLE e DLI. OR LESS A'/�� IN LATERAL SIioV.L BE BRASS. WATER SERVICE LATERAL �--GRAVEL NOTE: 1. APPLICABLE TO ALL NEW RESIDENCES (ONE AND TWO STORY), 2. APPLICABLE TO 3/4", 5/8" AND 1" ONLY. WATER METER W/BACKFLOW PREVENTER 1 1/2" ASPHALT CONC. TYPE 611-5,000 P.S.I. CONCRETE H.E.S. 8 BAG MIX NOT TO SCALE CUT TO STRAIGHT EDGE F-XIST, ASPHALT PAVEMENT P , I►il', 3'-Q° MINy 00. COMPACTION OF BACKFILL 9" MIN ` (MIN.) A.S.T.M, 0-698 BENCH NEW PIPE NOTE: 1. ALL LATERAL STREET CUTS MUST BE COVERED WITH STEEL PLATES OF SUFFICIENT THICKNESS TO SPAN THE CUT WITHOUT NOTICEABLE DEFLECTION. PLATES TO REMAIN IN PLACE UNTIL THE CONCRETE BASE HAS GAINED SUFFICIENT STRENGTH TO WITHSTAND TRAFFIC LOADS (24 HOUR MINIMUM). 2. LONGITUDINAL CUTS EXCEEDING 150 FT. IN LENGTH, THE CONCRETE IN TRENCH WILL BE BROUGHT FLUSH WITH THE EXISTING PAVEMENT. THE EXIST. PAVING WILL BE SAW CUT TO A STRAIGHT EDGE AND THE ENTIRE WIDTH OF ROADWAY RESURFACED WITH A MINIMUM OF 1" OF TYPE "F" ASPHALT TOPPING OR SURFACE COURSE. BITUMINOUS PAVEMENT. REPLACEMENT THREADED FERRULE & BRASS SCREW PLUG CONCRI COLLAR CAST IRON COVER MARKED WATER FIN GRADE --% THREE PIECE SCREW OR SLIP TYPE VALVE BOX - CAST 'IRON VALVE - WYE CLEANOUT NOT TO SCALE 6"x 2'-0" DIA. CONC. CONCRETE PAVING 1/8 BEND C.I. CONCRETE COLLAR (18"x18"x6") i NOTE: 5-1/4" DW 1. IF UNPAVED AREA, SET TOP OF CONCRETE COLLAR 1" ABOVE FINISHED GRADE. 2. 1N PAVED AREA, SET TOP OF BOX FLUSH WITH PAVEMENT. NO CONCRETE COLLAR REQUIRED. STANDARD VALVE BOX NOT TO SCALE NOTES: 1. FOR FINAL APPROVAL, ASSEMBLY MUST BE CENTERED IN ENCLOSURE (IF APPLICABLE). UNDER NO CONDITION WILL ANY CONNECTION BE ALLOWED BETWEEN THE SERVICE METER AND A BACKFLOW PREVENTER USED FOR THE SYSTEM CONTAINMENT. BACKFLOW PREVENTER SHALL ALWAYS BE INSTALLED DOWNSTREAM OF METER. 2. IF A PRESSURE MONITOR IS TO BE INSTALLED, ADD A TEE, VALVE, FITTINGS, AND MOUNT ON SUPPLY SIDE PRIOR TO BACKFLOW PREVENTER; UNDER NO CIRCUMSTANCE SHALL TEST PORTS BE MODIFIED OR UTILIZED FOR THIS OR OTHER APPLICATION, OTHER THAN BACKFLOW DEVICE TESTING, 3. IF ADDITIONAL SIAMESE CONNECTION IS REQUIRED FOR FIRE SERVICE; SEE DETAIL W20. TYPICAL BELOW GRADE INSTALLATION (2'), 3 4", 6,,, 8", & 10 SIZES) DOUBLE DETECTOR CHECK VALVE ASSEMBLY FOR FIRE SYSTEM N Z 0 MATERIALS ITEM QUAN DESCRIPTION 1 1 DOUBLE DETECTOR CHECK VALVE ASSEMBLY 2 2 OS&Y RESILIENT SEAT GATE VALVES 3 4 TEST COCKS 4 2 COMPANION FLANGE 5 m DUCTILE IRON PIPE, CUT TO FIT 6 8 CARBON STEEL EYE BOLTS 7 } 3/4 GALV. ALL THREAD ROD 8 0 n. MEGA LUG OR EQUIVALENT FOR DUCTILE PIPE 9 1 2 2" SCH. 40 GALV. PIPE STAND & BASE BOLTED TO FLANGE 10 0 Ld PIT -CEMENT BLOCK, POURED CONCRETE, OR PREFABRICATED z BOX PER CITY SPECS. 11 �T 3/8 ALUMINUM FLOOR PLATE / HATCH COVER 12 1 3/4 CUBIC FT. BYPASS METER 13 2' X 2' MIN. HATCH NOTES: 1. FOR FINAL APPROVAL, ASSEMBLY MUST BE CENTERED IN ENCLOSURE (IF APPLICABLE). UNDER NO CONDITION WILL ANY CONNECTION BE ALLOWED BETWEEN THE SERVICE METER AND A BACKFLOW PREVENTER USED FOR THE SYSTEM CONTAINMENT. BACKFLOW PREVENTER SHALL ALWAYS BE INSTALLED DOWNSTREAM OF METER. 2. IF A PRESSURE MONITOR IS TO BE INSTALLED, ADD A TEE, VALVE, FITTINGS, AND MOUNT ON SUPPLY SIDE PRIOR TO BACKFLOW PREVENTER; UNDER NO CIRCUMSTANCE SHALL TEST PORTS BE MODIFIED OR UTILIZED FOR THIS OR OTHER APPLICATION, OTHER THAN BACKFLOW DEVICE TESTING, 3. IF ADDITIONAL SIAMESE CONNECTION IS REQUIRED FOR FIRE SERVICE; SEE DETAIL W20. TYPICAL BELOW GRADE INSTALLATION (2'), 3 4", 6,,, 8", & 10 SIZES) DOUBLE DETECTOR CHECK VALVE ASSEMBLY FOR FIRE SYSTEM N U Z 0 d 0 I✓ d UQ W X U) Lij fr = ZO ~0 z O o N i W m co I 0 O m N d z D } C� N 0 n. [] C� O 0 Ld , z d CID N �T O Z _ 0) �J U Z 0 d 0 I✓ d UQ W X U) Lij fr = ZO ~0 t� Q J O o N i W m co I °c O m N d z O ►;i } C� N 0 n. [] C� O 0 Ld , z d CID N �T O Z _ 0) �J M �� L M O m B I Z 0 d 0 I✓ d UQ W X U) Lij fr = ZO ~0 v O o N i -1(nLL ¢mw m co I °c m N j 0 -' z O ►;i B I w I LLJ Q 0 n. J V o O f A MINIMUM OF 72 PRIOR TO DIGGING UTILITIES PROTECTION 1-800-282-74 G�ORGt9 �GiSTF�,F No. 28372 PROFESSIONAL I -a. O4o �kA s Q DRAWING NUMBER C-8 8 OF 9 SHEETS Z 0 d 0 I✓ d UQ W X U) Lij fr = ZO ~0 [L L _I< z0U Z 0 O: ZZ -1(nLL ¢mw UQ >-> X m m mmO m }- m f A MINIMUM OF 72 PRIOR TO DIGGING UTILITIES PROTECTION 1-800-282-74 G�ORGt9 �GiSTF�,F No. 28372 PROFESSIONAL I -a. O4o �kA s Q DRAWING NUMBER C-8 8 OF 9 SHEETS cATCH Bk' TOP 14.1-A THROAT 1 & I.E. 9.5 W) D Z W z W m ujQ n.. H J Q Q. V) d I.y W� I EXTIC B" x 6" RJ TEE EXT'G V & E PLUG SS SS TOP 14.04 I.E. 8.28 ASPHALT PAVEMENT 15th S T R E E T 60' R/W 8" cc SS SS SS SS C SS 8" SS `I` SS H. TOP 11.11 I.E. 7.06 IP.R.B. Z-33 lFIRE HYDRANT A T L A N T I C A V E N U E 30'' R/W A.. TELE. JUNCTION BOX O AL c P A C' W W 6" W W W W . �2SS �cl, SS 8" SS SS SS SS SS t , S� •H• I ASPHALT PAVEMENT- CUT IN PAVEMENT ,�,• c� TOP 16.53 I.E. 11.06 �S WATER VALVETYP. c ) 8" SS SS SS SS 8" I.E. 6.29 SS 8" I.E. 8.06 TOP 12.79 I.E. 6.29 I.E. 6.29 SS SS SS 8" N m Cn U 0 0 SS TOP h1.45 I.E. 8.20 11.80 7.31 U d 00 Ln I.E. 7 00 •.H. SS 4.. P.V.C. TOP 11.69 I.E. '8.29 I.E. 6.14 V' V.H. �' TOP 11.07 Q I.E. 5.67 w SS SS 8.. SCALE: 1 " = 20' 0 20' 40' ii 50' 0`'�� Z 0 ¢ X r� O O N [L Ld C 3 �J 1 m oo c 7 c O Z t ZJ O Q 0] 0 Q � b' Q Lij f' p Q 0) Ljj �! z d_ Q 'Q W 0 U Z 0 ¢ X U O O N [L Ld C 3 m oo c 7 c O Z N D ZJ w Q 0] 0 Q � O Q z i Qr IY Ld W U) rKd z Lli in LL LL 0 CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING h UTILITIES PROTECTION CENTER 1-800-282-7411 RGI9 1 T _ No. 28372 PROFESSidNAI 1 -$ IC, C' NV DRAWING NUMBER C-9 9 OF 9 SHEETS E, Z 0 ¢ X Ld U6 d DLd It HO [L Ld z (D .1Q11w0Z z0{J <n W^" _ Z M aMLd (b m� U7 m 0 m z i Qr IY Ld W U) rKd z Lli in LL LL 0 CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING h UTILITIES PROTECTION CENTER 1-800-282-7411 RGI9 1 T _ No. 28372 PROFESSidNAI 1 -$ IC, C' NV DRAWING NUMBER C-9 9 OF 9 SHEETS E, L L L L L. L L- L L L_ L L L Ll -L L L.L=-L L L L L_ L L L L L L ' __LI___ L_ 1- L__ LLL LL_ L L- L L L L L L L L L L- L. L L- L- L L L L L I_- L L L L L L L L L_ L I-- L_ L L_' 11-L LL L L L L L_ L.-_ L- I_- L 1--, L L_ L_ -, 1 1 L-. , i � I i l I L, L �,L_ L L L L L LLL_L_LL_LL_1,__L_ L___ L__ L_ L L__ L_ L I -L L L L L L L L L L L L L L L L L L L L L LL L L L L L L LL L L. -AL LLL L L L L L L__ L I[_ L__ L_ I L L_ L -L 7" L L L---- I A.- _4 "7 L L L I-_ L I vLL LLLLL' L L L_ 1 L_.. Lz:L, L L L \7 tl� I_ 1 1--_ L.- L__ L LLL- L 6 L L L L ij Eli L L L L L L L L L L L L L' _LLLI _L' L 1_ L -L'' L L 1 1 L 11 7 L L'I'll L L L,1'L L L LLLL IL L+jai L L_,, LLLI LLL L �i L - - L' li ""E' LL L L L L L L L!I. I-_ 4 "A L_ L_ L L L','A LL,._LL _L' c0i l(I I r r x L L L L L L L L L L_ L LL L L L L L_ L L L' L L L L �J U "I L L q, L J"4 L -71, Ill L L L E L_ L L L L L L L L Li L L,1-- L L L L L L L L rc[, L L L L i L '1`1"�� _LL L LLL L L L L 1- L L3 L L L 77 E7_1 2E-122-_--� L I L_ L L_ L L\ -'L L L L L- f L) I L L_ L L_ L L L.- L' L L_ LLL _L L L L L L L L. IL I__ L 1'� LL_A_LL1 LLL_LLL1__1 L L L 'I- L L L I-- L-, L L- L L_ L L L. L L L L L L L L L L L L [__ L.- L_.. 1_ [_-L 1 L.. L L L L. L L L_ L_ L_ L L L L L L L L L L L L L L L L. L L'I L- L- L- L L_ I _L -L. L -L L -L LL IM, 19 -00- 111111111 . 1-101.11 - I'l I ". jjMISSION. A*OOF hj0T ro ExCEEDx. HEIGHT LIMIT -A, SF r:: JSLAwo CODE 73l; 3 L 0 7' 7 L ri cli 7 7'r_.'I I T C L 0 T I I I t I P L P, C TIL 'N11bee Land Developm-en-i-co-do-'- ' '8.080-B-1 15 T H STREET -A driveway opt ning which -connects a residenfitil lot with a public strect shall not be 'Proater than twenty-five (25) foot in width. SLAND, GEORG A ,Fybee. Land Deveoprnent Code.l. -080 ;'A 12J( driveways must be constrLict;ja eable material, (85T BACKS REQUIREn, Jk nEAR SIMS '0 PMERAGE ELEVATIML ALL WIRING, SERVICE INCLUDED MUST BE COPPER NO ALUMIUNM ALLOWED Section 9, sub -section 8-2-A Tybee Land Development Code NO ail j Irlstall'atins must ,--on'jPIii grit Tho National Electric d, d j t j o n a n d mats s f C' T,i .) rglia, A i re -! � n d" i n, {r,, n4+ fli C I in, b I tic rtato All 111SUIalkXMS ITiUCt C. f - M in ar AS I end id Skate (A clan"rgla, Amondmants ARCH I TECT�_J RE #6 BREVARD COURT SAVA CONTACT MIKE BAILEY FAX (912) 898-0717 HANDICAP ACCESSIBILITY This structure is requiled to meet the provisions of Title 30, Handicapped Persons, Official Code of Georgia Annotated. Flood hazard zone A. BFE_ No interior finishes, walis designed allow e), - to alientry and of water, n43 , mechaniCal iprilent• only parkin;,;,` aqu limited storage and building access below BFE, CHATHAM COUNTY BUILDING sAFETY APPROVAL ZONING: BUILDING: ELECTRIC; zj_ PLUkABING.,_ WELL - LIFE StIMLJ:�A .5"Op twas .lro6tz SPRINKSPI; n r=rztz'o z �:Owx - - � ja rt N5 NNAH, GEORGIA 31410 (912) 898-0063 _00 5e� oe a� �� Jet -bs ' Chatham County REVIEW FOR CODE COMPLIANCE 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 Waxranty. or. guaxanteeiw (5--k Date 2 --24 -or- Reviewed BY ,. , .0000MANAM A,55 1110"reAD X SHEET N DESCRIPTION L 0 C/) > W W 1-- < Z AO.0 CODE INFORMATION & RATED ASSEMBLIES A2.0 BUILDING 300 - PARKING LEVEL A2.1 BUILDING 300 1st RESIDENTIAL FLOOR PLANS A2.2 BUILDING 300 - 2nd RESIDENTIAL FLOOR PLANS A2.3 A2.4- BUILDING 300 - 3rd RESIDENTIAL FLOOR PLANS BUILDING 300 - ROOF PLANS A2.5 BUILDING 300- ELEVATIONS A2.1 ENLARGED FLOOR PLAN FURRIDOWN PLAN UNIT A A2.2 ENLARGED FLOOR PLAN FURRIDOWN PLAN UNIT B A2.3 ENLARGED FLOOR PLAN FURRIDOWN PLAN UNIT C A2.4 ENLARGED FLOOR PLAN FURRIDOWN PLAN UNIT D A2.5 ENLARGED FLOOR PLAN FURRIDOWN PLAN UNIT E A2.6 ENLARGED FLOOR PLAN FURRDOWN PLAN UNIT F A2.7 ENLARGED FLOOR PLAN FURRIDOWN PLAN UNIT G A2.8 SCHEDULES A6.1 TYPICAL BUILDING SECTIONS A6.2 ELEVATOR PLAN AND DETAILS A6.3 TYPICAL DETAILS A6.4 TYPICAL DETAILS A6.5 STAIR DETAILS S1.0 FOUNDATION PLAN S2.0 SLAB PLAN @ FIRST RES FLOOR S3.0 SLAB PLAN @ SECOND RES FLOOR S4 PLAN @ THIRD RES FLOOR S5.0 ...SLAB S6.0 FOUNDATION AND COLUMN DETAILS S7.0 FOUNDATION AND COLUMN DETAILS S8.0 STRUCTURAL DETAILS S9.0 STRUCTURAL DETAILS M1.0 MECH NOTES, SCHEID & DETAILS M2.0 UNIT MECHANICAL PLANS E1.0 ELECTRICAL NOTES 1 OF 2 E2.0 NOTES 2 OF 2 _-ELECTRICAL E3.0 ELECTRICAL PLAN, RISERS AND PANELS E4.0 ELECTRICAL PLAN, RISERS AND PANELS P1.0 PLUMBING NOTES, SCHEID, DETAILS & RISER DIAGRAM P2.0 WASTE PLUMBING PLANS P3.0 WATER SUPPLY PLANS P4.0 BUILDING PLANS GROUND FLOOR CONNECTIONS 0559cover.dwg 11-21-05 10:07:43 am EST TOP 1.14 THROAT 13.34 I.E. 9.84 fy mo 00 15th S T R E E T 60' R/W SUBDIVISION OF BEACH LOTS 91 2 B E A C H U 93 (M.B. 2-250) 3 4 JOSEPH D. ESSIE BENDER z ��' ��:? (HF1'Y'L D.B. 101H-•484 IR SADdpJ i<Y D.B. 720-605 1 0 I 1-I- 456 Lu 7 11 00 Af S 71'00'00" E -- 136.08° ` ' O MARY ELOISE BURKE o I o� ' WOOD PRIVACY FENCE I U� p0'' I EVELYN P. PATTERSON Os D.B. 237-71 O CHAIN LINK FENCE REMOVE EXT'G 1 `- I� � FENCE Vf Q ` r AS REQ'D. CONC. BLOCK WALL a� o P �FLOOD ZONE FLOOD ZONE A871 a CONC. BLOCK WALL Q 4 I A8-13 N°' S 71'00'00" E �°� f 136.010' d I L 0 T IIG REMOVE EXT'G FENCE I AS REQ'D. PROPERT LINE IS BACK OF SIDEWALK / 4b L O T e B 9 \ WOOD PRIVACY FENCE NOPARKI G IGg/N REMOVE AND REPLACE .EXT'G ` � W I 269.21' z 0 1 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES t N 71`p0'00of a m I ��1sTFR EXT' 8" x 6" RJ TEE THROUGH THE GEORGIA D.O.T. v w EXT'G 6"— m V & B AND m o PLUG V! -J Z 0 IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO No' NI SIGNS AND PARKING METERS AND REMOVE EXT'G C & G AND In SIDEWALK AS REQ'D, +� h I \ I I C` AINI LINK FENCE CHAIN LINK FENCE�WOOD PRICY FENCE 1 o' 199.21 �'� ��' 60.00' FIRE HYDRANT 77'SS W ss - SAN. ��,• o, TOP 16.53 I.E. 11.06 SUBDIVISION OF BE AC LOTS 94-97 I F F F3, _-33 a A T L A N T I C A V E N U E 30' R/W TELE. JUNCTION BOX 6» P .W W W W W 8.. SS-1SS SS SS SS ASPHALT PAVEMENT CUT IN PAVEMENT WATER VALVE TYP. 5XIS TING SIT 5 AND D5M®L I TION PLAN I - 20' STUCCO WALL SMW V.H. SMRV VA 30" WIDE DRAINAGE BOX `L N BRA PLANTER I 8" 3 SS SS NEW THREE STORY STUCCO CONDOMINIUM BUILDING WITH UNDERGROUND PARKING BRASS RAIL VILLAS LLC D.B.2600-169 P.R.B. AA -112 SS SS— GENERAL INFORMATION NOTES: 1. EXISTING INFORMATION SUPPLIED BY GARRET SURVEYING. 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR. 3. GUIDING SET BACK DISTANCES AS PER THE OWNER AND SURVEYOR. GEORGIA D.O.T. NOTES: 269.21' z 0 W 1 U 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES t N 71`p0'00of a RIGHT-OF-WAYS MUST BE .APPROVED AND PERMITTED ��1sTFR LLIm �a _� 0 v v ? THROUGH THE GEORGIA D.O.T. v w W I m a m o cn V! -J Z 0 IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO NOTES.21 N' W 11I y 1� iRICHARD \ 1J 1 1. CONTRACTOR IS TO COORDINATE ALL GAS, OR CONFLICT, GODBEE ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES.„ D.B. 180H-38 -0, u U„ 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING P.R.S. D-73 ALL EXISTING UTILITIES PRIOR TO COMMENCING" c� TEL J ? . OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING - CONFLICT WITH SAME. ANY. DAMAGE TO EXISTING w CD 1 2 3 4 5 6 7 'W O C,l 4 f < WORK WITH THE OWNER, ALL ITEMS NOT TO BE W R- LO RELOCATED OR GIVEN TO THE OWNER WILL BECOME w CrS THE PROPERTY OF THE CONTRACTOR.> uj �Iw- C� N - 4. UTILIITIES WHICH ARE TO BE REMOVED FROM SERVICE' 11 2 SUBDIVISION 0 BEACH LOTS 94- THRU o 0 - SUBDIVISION uFL0 .S 8 12 �s — - w 97 -- — - P.R.S. LI -17G THE WESTERN ''%5.�' OF LOT 13, FIRE HYDRANT 77'SS W ss - SAN. ��,• o, TOP 16.53 I.E. 11.06 SUBDIVISION OF BE AC LOTS 94-97 I F F F3, _-33 a A T L A N T I C A V E N U E 30' R/W TELE. JUNCTION BOX 6» P .W W W W W 8.. SS-1SS SS SS SS ASPHALT PAVEMENT CUT IN PAVEMENT WATER VALVE TYP. 5XIS TING SIT 5 AND D5M®L I TION PLAN I - 20' STUCCO WALL SMW V.H. SMRV VA 30" WIDE DRAINAGE BOX `L N BRA PLANTER I 8" 3 SS SS NEW THREE STORY STUCCO CONDOMINIUM BUILDING WITH UNDERGROUND PARKING BRASS RAIL VILLAS LLC D.B.2600-169 P.R.B. AA -112 SS SS— GENERAL INFORMATION NOTES: 1. EXISTING INFORMATION SUPPLIED BY GARRET SURVEYING. 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR. 3. GUIDING SET BACK DISTANCES AS PER THE OWNER AND SURVEYOR. GEORGIA D.O.T. NOTES: 0 z 0 W 1 U 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES t Ld Q a RIGHT-OF-WAYS MUST BE .APPROVED AND PERMITTED ��1sTFR LLIm �a _� 0 v v ? THROUGH THE GEORGIA D.O.T. v w W I 0 a m o cn V! -J Z 0 IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO NOTES.21 N' W 11I y 1� TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK 1J 1 1. CONTRACTOR IS TO COORDINATE ALL GAS, OR CONFLICT, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES.„ 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING" OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING - CONFLICT WITH SAME. ANY. DAMAGE TO EXISTING w UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. O 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER, ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME w CrS THE PROPERTY OF THE CONTRACTOR.> uj N - 4. UTILIITIES WHICH ARE TO BE REMOVED FROM SERVICE' ARE TO BE '"REMOVED TO. THE MAIN AND CAPPED AS PER o 0 CITY OF TYBEE ISLAND'S INSTRUCTIONS, UTILITIES WHICH' w ARE REMOVED FROM SERVICE ARE TO BE REMOVED COMPLETELY AND NOT ABANDONED IN PLACE 00 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED d, CONSTRUCTION. 0 X TREES TO BE REMOVED t.i FEMA MAP NOTES 1. THIS DEVELOPMENT IS WITHIN MINIMAL, ZONING AREA "AS" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 135164 0002 C, MAP REVISED JUNE 17, 1986. 2, THIS SITE IS IN ZONE "AS" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 13.0 AND 14.0 HAS BEEN SET. 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES.. o i. W Y 0 z 0 W 1 U O C, IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES t Ld Q a C° ��1sTFR LLIm �a _� 0 v v ? z v w W I 0 a m o a V! -J Z 0 IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO uvi DRAWING NUMBER SCALE: 1» = 2.0' c —2 0 20' 40' 50' 2 OF 8 SHEETS 0 z 0 IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES U Ld Q AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF ��1sTFR LLIm �a _� 0 � FQ DRAWING NUMBER SCALE: 1» = 2.0' c —2 0 20' 40' 50' 2 OF 8 SHEETS LLInn� z O 2 IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES wLil }� z Ld Q AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF ��1sTFR zI.oud � FQ OR OWNER OR HIS REPRESENTATIVE -PRIOR CONSTRUCTING SAID 2 n - : V! -J Z i, IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO Fticl tvE�� v W 11I y 1� TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK 1J 1 DRAWING NUMBER SCALE: 1» = 2.0' c —2 0 20' 40' 50' 2 OF 8 SHEETS m m � IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES m z_ AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF ��1sTFR CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR `TO � FQ OR OWNER OR HIS REPRESENTATIVE -PRIOR CONSTRUCTING SAID 2 p PROFB310N& BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT U? IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO Fticl tvE�� v REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED x TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK 1J 1 DRAWING NUMBER SCALE: 1» = 2.0' c —2 0 20' 40' 50' 2 OF 8 SHEETS SPECIAL CONSTRUCTION NOTE: IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF ��1sTFR CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR `TO � FQ OR OWNER OR HIS REPRESENTATIVE -PRIOR CONSTRUCTING SAID 2 INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABLY PROFB310N& BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO Fticl tvE�� v REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT, DRAWING NUMBER SCALE: 1» = 2.0' c —2 0 20' 40' 50' 2 OF 8 SHEETS 15th STREET 60'R/W ___F1 FIRE HYDRANT 1 R , z X STAKING GENERAL NOTES., `a Q L DIMENSIONS ARE IN FEET AND DECIMAL OF FEET UNLESS NOTED OTHERWISE. 2. LIMITS OF CLEARING_ AND GRUBBING SHALL MATCH THE PROPERTY LINE BOUNORY OR AS SHOWN ON THE PLANS, COORDINATE ALL CLEARING ACTIVITIES WITH THE ENGINE,ERIOWNER. 3. ALL COORDINATES AND BEARINGS SHOWN ARE BASED ON A SITE COORDINATE SYSTEM, CONTRACTOR SHALL VERIFY PRIOR TO THE START OF CONSTRUCTION. 4. BENCHMARKS SHALL BE VERIFIED BY THE CONTRACTOR AS TO LOCATION AND ELEVATION PRIOR TO THE START OF CONSTRUCTION. 5. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL VERIFY THAT OVERALL SITE DIMENSIONS AGREE WITH THE INCREMENTAL LAYOUT DIMENSIONS AS SHOWN. ANY DISCREPANCIES WITH DIMENSIONS AND COORDINATES OR PROPERTY LINES SHALL BE ADJUSTED AND APPROVED BY THE ENGINEER. 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING HORIZONTAL AND VERTICAL CONTROL ON THE SITE BASED ON EXISTING MONUMENTS, ALL C0979 INVOLVED IN L OCA TING THE EXISTING MONUMENTS AND CARRYING THE STAKING LAYOUT TO THE SITE SHALL BE BORNE BY THE CONTRACTOR. 8. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 9. CONTRACTOR TO VERIFY ACTUAL BUILDING DIMENSIONS WITH ARCH, PLANS. 10. ALL RADII ARE 5' UNLESS OTHERWISE NOTED, 11, ALL ROAD AND LANE WIDTHS ARE TO BE 12' UNLESS OTHERWISE NOTED, 12, ALL PARKING STALLS TO BE 9'x 18' UNLESS OTHERWISE NOTED. TOP 16,53 I.E. 11.06 1 f'. F: v C) All InW1R11Qn-QM4UBt In, Dly Nvith The- G6010 Oade tor Ed,U and Ste. 10 01 GeOrg'a Amendments 1 All 001)' "'ruction Mus, 3h Intotnavional Flall(Ilrjq cod' Edition wid Statf) AM8'n_dl11e'f)1'B f N LARGED f LOOP, -PLAN U NIT C n U DRAWING REVISIONS Y_ <ry DATE DESCRIPTION This drow;ng, as an instrument of service,is and shall remain the property of the Architects and shall not be reproduced. published or used in any way without the permission of the Architect, Ln CD CD Floor Plans Unit 11-21-05 MAR 0 1 2006 A2* 3 KELEAHD POR CONSTRUCTION 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 FEATURES BEFORE STARTING WORK, NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD BUILDING CODE, OSHA, ACI, AISC AND AITC CODES AND REQUIREMENTS AND ALL APPLICABLE STANDARDS. GENERAL CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING & VENDOR DRAWINGS FOR COORDINATION OF EQUIPMENT INSTALLATION AS REQUIRED. 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 2000 IBC 1. FLOOR DEAD LOADS: 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: 8" P/T CONC. ROOFING INSULATION HANGING & MISC. CEILING DECKING FRAMING 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) 100.0 PSF 20.0 PSF 5.0 PSF ACTUAL WEIGHT 40 PSF 80 PSF 125 PSF 60 PSF 140 PSF 50 PLF UNIFORM LOAD 200# CONCENTRATED LOAD 100.0 PSF 2.0 PSF 6.0 PSF 9.0 PSF 5.0 PSF 2A 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 3 SECOND GUST WIND SPEED V 3s= 130 MPH (FIG. 1609) EQUIVALENT BASIC WIND SPEED Vfm = 110 MPH (TAB. 1609.3.1) ROOF NET UPLIFT = 20 PSF 6. SEISMIC CRITERIA. (2000 IBC - SECT. 1615) SITE CLASSIFICATION: SITE CLASS "D" AVERAGE "N" VALUES: BETWEEN 15 TO 50 SPECTRAL RESPONSE ACCELERATION: SS = 1.0, S 1 = 0.3 SITE COEFFICIENT VALUES: Fa = 1.1, F„ = 1.8 BUILDING DESIGN CATEGORY "C', REINFORCED CONCRETE MASONRY NOTES: ALL BLOCK CELLS ARE TO BE GROUTED -SOLID FROM FINISHED FLOOR TO TOP OF FOOTING REGARDLESS IF BLOCK IS SCHEDULED TO BE REINFORCED OR NOT. CONCRETE BLOCK MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N, WITH A MINIMUM COMPRESSIVE STRENGTH F'm = 2400 PSI, D MORTAR AN MORTAR MATERIALS SHALL CONFORM TO THE PROPORTION SPECIFICATIONS OF ASTM C270, TYPE "S". HORIZONTAL WALL REINFORCING SHALL BE STANDARD, NINE GAUGE REINFORCING FABRICATED OF STEEL CONFORMING TO ASTM A82 AND SIZED TO FIT THE WALL WIDTH, REINFORCING SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A116, CLASS 1 OR CLASS 3, OR ASTM A153, CLASS B-2. FURNISH PREFABRICATED CORNER AND TEE UNITS. HORIZONTAL WALL REINFORCING AND ANCHOR BOLTS EMBEDDED iN MASONRY SHALL BE COMPLETELY PROTECTED BY MORTAR. REFER TO DRAWINGS FOR VERTICAL MASONRY WALL REINFORCEMENT AND CONCRETE FILL LOCATIONS. VERTICAL MASONRY WALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. REFER TO CONCRETE NOTES FOR VERTICAL REINFORCING DETAILING, FABRICATION AND INSTALLATION REQUIREMENTS. VERTICAL REINFORCING TO BE LAPPED 24" (MIN.) AT -DOWELS AND SPLICES. VERTICAL REINFORCING WILL BE PLACED AT ALL OPENING JAMBS (5) AND HOOKED AT LINTELS. CONCRETE GROUT TO FILL VOIDS IN MASONRY UNITS SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH F'c-3000 PSI 1N 28 DAYS. REFER TO CONCRETE NOTES FOR CONCRETE MIXING AND PLACEMENT REQUIREMENTS. CONCRETE AGGREGATE WILL BE 1/2"0 MAX. METAL ACCESSORIES FOR USE IN EXTERIOR . WALL CONSTRUCTION SHALL BE HOT DiP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION SHALL BE MILL GALVANIZED IN ACCORDANCE WITH ASTM A 641, CLASS I. 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 T4 PREVENT WATER PONDING WITHIN THE CONSTRUCTION AREA AND TO FACILITATE THE STORM WATER RUN-OFF. IF NECESSARY, THE SITE DEWATERING WiLL BE EMPLOYED 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 BE 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 AND 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 R EXPOSED SUB -GRADE SHOULD BE COMPACTED BY REPEATED PASSES OF A VIBRATORY ROLLER. COMPACTION EFFORTS SHOULD CONTINUE UNTIL THE 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 LIFTS AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM -D-1557. ANY FOOTING EXCAVATIONS THAT ARE DIRECTLY ADJACENT TO THE EXISTING FOUNDATIONS SHOULD BE DOME 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 REINFORCING 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/ENGINEER FOR REVIEW. THE DECISION OF THE ARCHITECT/ENGINEER REGARDING 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 Fu= 270,000 PSI (LO -LAX) B. MILD REINFORCEMENT FY= 60,000 PSI C. CONCRETE 0 28 DAYS 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.C. 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 LIGHT GAGE STEEL 'FRAMING NOTES ALL LIGHT GAGE METAL DESIGN AND FABRICATION SHALL CONFORM TO THE AISI "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURES" LATEST EDITION INCLUDING ANY ADDENDUMS DESIGN OF LiGHT GAGE MEMBERS SHALL FOLLOW LOADS AND CODES INDICATED. ALL LIGHT GAGE FRAMING WILL BE DESIGNED BY SPECIALTY ENGINEER ALL WELDING SHALL CONFORM TO AWS D.1.3 "STRUCTURAL WELDING CODE - SHEET STEEL". SHOP DRAWINGS SHALL IDENTIFY THE SPECIFIC PROJECT, LIST ALL DESIGN CRITERIA, AND SHALL SHOW ALL NECESSARY DETAILS FOR PROPER ERECTION. SHOP DRAWINGS AND CALCULATIONS SHALL BE SEALED BY AN ENGINEER LICENSED IN .THE STATE OF THE PROJECT. SHOP DRAWINGS SHALL INCLUDE MEMBER SIZES, CONNECTIONS, FRAMING 'PLAN IDENTIFYING AND LOCATING EACH MEMBER, PERMANENT BRACING ANCHORAGE, MEMBER TO MEMBER CONNECTIONS, MEMBER TO STRUCTURE CONNECTIONS NOT SHOWN, AND ANY OTHER INFORMATION REQUIRED. METAL STUD BRACING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTUCTiONS. SHEATHING SHALL NOT BE USED AS BRACING FOR DESIGN. GLAZED OPENINGS GENERAL NOTES WINDOWS, GLASS DOORS & SKYLIGHTS SHALL BE APPROVED AND INSTALLED TO COMPLY WITH BOTH NEGATIVE AND POSITIVE PRESSURES AS REQUIRED BY SSTD 10-99. DOCUMENTATION OF COMPLIANCE SHALL BE AVAILABLE ON SITE FOR EACH WINDOW, DOOR OR SKYLIGHT AT THE FRAMING INSPECTION. (SSTD TABLE 602A1, 602A2, 602A3) ALL GAZING IN DOORS, WINDOWS, OR SKYLIGHTS SHALL BE TESTED FOR 'LARGE MISSILE IMPACT RESISTANCE' AS NOTED BELOW. TEST REQUIREMENTS NOTES: - WINDOWS ARE TESTED IN ACCORDANCE WITH AAMA 101 /I.S.2. 97 SPECIFICATIONS. - TESTED LARGE MISSILE IMPACT RESISTANCE TO ASTM E1886/E1996. - TESTED FORCED ENTRY RESISTANCE TO AAMA 1303.2. - DEGLAZING TESTED TO ASTM E987. - TESTED WATER RESISTANCE TO ASTM E547/331. - TESTED AIR INFILTRATION TO ASTM E 283 - TEST REPORTS AVAILABLE UPON REQUEST. HANDRAILS, GUARDRAILS AND OTHER SAFEGUARDS NOTES: RAILINGS, STAIR -RAILINGS, HANDRAILS AND OTHER SIMILAR SAFEGUARDS SHALL BE DESIGNED PER THE STANDARD BUILDING CODE BY THE CONTRACTOR'S SPECIALTY ENGINEER. SHOP DRAWINGS AND MANUFACTURER'S LITERATURE SHALL IDENTIFY THE SPECIFIC PROJECT, SHALL LIST ALL DESIGN CRITERIA, SHALL IDENTIFY DESIGN STANDARDS USED AND SHALL SHOW ALL DETAILS NECESARY FOR PROPER ERECTION. SHOP DRAWINGS SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF THE SPECIALTY ENGINEER WHO PREPARED THEM. SHOP DRAWINGS AND MANUFACTURER'S LITERATURE SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. CAST IN PLACE CONCRETE, FOUNDATIONS AND FLOOR SLAB NOTES: ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS AS FOLLOWS FOUNDATIONS 3000 PSi yA SLABS ON GRADE 3000 PSI ,l ..r��0`«, COLUMNS 5000 PSI vN I FEAT PLATES 5000 PSI �0" STAIRS SHAFTS 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 E 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 CEMENTIOUSAPPLICATIONS.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 ACI 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 RISC 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 RISC 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. `�7�.s FESSiONAL '011N C. S 0 CL y C CD � � E > 0F- @ Q� o 'S 00 C� CO <C u7 C" to z N <C .-'Q0)d I N (t) 1__� Qi W 0 Z U D F- W 3/4" CHAMFER (TYP.) #3 TIES @ 8"o/c (Typ -2-#8 2-#8 0 2-#8 2-#8 5000 PSI CONC. 12 x 24" COLUMN SCALE 3/4" = 1'-0" 3/4" CHAMFER 1 (TYP.) #3 TIES 0 8"o/c 2 11/ CL. 112 (TYP.)C 2–#8 2–#8 (o 2–#8 2–#8 5000 PSI CONC. 12 x 30" COLUMN SCALE 3/4" = 1'-0" �CONC. COLUMN, SEE CONIC. COLUMN, SEE DETAIL FOR SIZE & �DETAIL FOR SIZE REINFORCING REINFORCING EXTERIOR PAVING T 1/2" P.E.J. EXTERIOR PAVING 1/2" P.E.J. SEE CIVIL DRAWINGS SEE CIVIL DRAWINGS 7 7 I f f I I 1=1 if if 5#8's T&B w/ #4• 5#8TIR's T&B w/ #4 .C. STIRRUPS 0 18 O.C. SRPS @ 18 O Iit t. 707. 0 0 0 N 7-7 3 –8" SECTION 1 SECTION '2 �7A SCALE 3/4" = V- -\SU2.2 SCALE 3/4" = 1'-0" 122.29 .36" 36 0" 8" R/C WALL w/ #5's @ 8" O.C. EA. WAY #5 @ 8"o/c (TYP. CORNER BARS EXTERIOR PAVING OFFSET 4" FROM HORIZONTAL BARS) SEE CIVIL DRAWINGS SHELF ANGLE, SEE 1/2- P.E.J. T'7 //--ELEVATOR's SHOP DWG.'s I o PROVIDE SUMP PUMP PIT, SEE PLUMBING DWG.'s * PROVIDE OPENING IN FOOTING ELEVATOR HYDRAULIC UFFOR PISTON, REFER TO ELEV. MANUF.'s SPECIFICATIONS e PROVIDE ACCESS LADDER AS REQUIRED BY ELEV. MANUF. 0 PROVIDE SHELF ANGLE @ DOOR OPENING AS REQ.'d 1 -4 SEE ELEV.'s SHOP DWG.'s co 7 7 7 7 77 #6' @ E W.s MIN8. 3 CL. SECTION SCALE 3/4" = 1'-0" S2.2 '*-IIIIIIIIIIIIIIIIIIIIIII� 8" CMU w/ #5's @ 48" o/c 3/4" CHAMFER (TYP.) #3 TIES @ 8"o/c 1 CL. lyYc . .2–#8 2–#8 2–#8 2–#8 0 2–#8 0 i. 2–#8 k 5000 PSI CONIC. 12" x 52" COLUMN SCALE 3/4" = 1 –0" JOINT REINFORCING @ 16" O.0 AT CMU WALL STUDS (BY OTHERS) CONIC. COLUMN, SEE 3/4" CHAMFER a. PLACE P.T. TENDONS TO AVOID PLACE 3/4" CHAMFER STUDS ANCHORAGE PLACEMENT (TYP.)1 ui . . . . . . . . . .. (TYP-) POWER DRIVEN FASTENERS 'I–WALL STUDS (SEE PLAN) REINFORCING 1-0" SCALE 3/4" = 1'-0'7 2.2 _I #3 TIES @ 8"o/c C'4 z 1,- 1/2 P E.J. EXTERIOR PAVING SEE CIVIL DRAWINGS 1/2- P.E.j7--\ #3 TIES 0 8"o/c 11/ Z'CL. 1'12 (TYP.) 1 Z"CL. 1 11i(Typ.) C > 2–#10 -j O.C. EA. WAY —F 2–#8 7' 5#6'sT&B wl #4 2410 STIRRUPS (9 24 O.C. 2–#8 +1 4 2–#8 2–#8 C14 1 —0 2410 2–#8 .4p- A• 31 Lv J, 2–#10 2–#8 At" C) p 'I co SECTION 7 5#6's T&B w/ #4 5000 PSI CONC. 5000 PSI CONC. 12 x 36" COLUMN 12" x 36" COLUMN J" SCALE 3/4" = 1 –0" SCALE 3/4" = 1 –10" 3/4" CHAMFER (TYP.) #3 TIES @ 8"o/c (Typ -2-#8 2-#8 0 2-#8 2-#8 5000 PSI CONC. 12 x 24" COLUMN SCALE 3/4" = 1'-0" 3/4" CHAMFER 1 (TYP.) #3 TIES 0 8"o/c 2 11/ CL. 112 (TYP.)C 2–#8 2–#8 (o 2–#8 2–#8 5000 PSI CONC. 12 x 30" COLUMN SCALE 3/4" = 1'-0" �CONC. COLUMN, SEE CONIC. COLUMN, SEE DETAIL FOR SIZE & �DETAIL FOR SIZE REINFORCING REINFORCING EXTERIOR PAVING T 1/2" P.E.J. EXTERIOR PAVING 1/2" P.E.J. SEE CIVIL DRAWINGS SEE CIVIL DRAWINGS 7 7 I f f I I 1=1 if if 5#8's T&B w/ #4• 5#8TIR's T&B w/ #4 .C. STIRRUPS 0 18 O.C. SRPS @ 18 O Iit t. 707. 0 0 0 N 7-7 3 –8" SECTION 1 SECTION '2 �7A SCALE 3/4" = V- -\SU2.2 SCALE 3/4" = 1'-0" 122.29 .36" 36 0" 8" R/C WALL w/ #5's @ 8" O.C. EA. WAY #5 @ 8"o/c (TYP. CORNER BARS EXTERIOR PAVING OFFSET 4" FROM HORIZONTAL BARS) SEE CIVIL DRAWINGS SHELF ANGLE, SEE 1/2- P.E.J. T'7 //--ELEVATOR's SHOP DWG.'s I o PROVIDE SUMP PUMP PIT, SEE PLUMBING DWG.'s * PROVIDE OPENING IN FOOTING ELEVATOR HYDRAULIC UFFOR PISTON, REFER TO ELEV. MANUF.'s SPECIFICATIONS e PROVIDE ACCESS LADDER AS REQUIRED BY ELEV. MANUF. 0 PROVIDE SHELF ANGLE @ DOOR OPENING AS REQ.'d 1 -4 SEE ELEV.'s SHOP DWG.'s co 7 7 7 7 77 #6' @ E W.s MIN8. 3 CL. SECTION SCALE 3/4" = 1'-0" S2.2 '*-IIIIIIIIIIIIIIIIIIIIIII� 8" CMU w/ #5's @ 48" o/c 3/4" CHAMFER (TYP.) #3 TIES @ 8"o/c 1 CL. lyYc . .2–#8 2–#8 2–#8 2–#8 0 2–#8 0 i. 2–#8 k 5000 PSI CONIC. 12" x 52" COLUMN SCALE 3/4" = 1 –0" JOINT REINFORCING @ 16" O.0 AT CMU WALL STUDS (BY OTHERS) CONIC. COLUMN, SEE POWER DRIVEN FASTENERS a. PLACE P.T. TENDONS TO AVOID PLACE WALL STUDS ANCHORAGE PLACEMENT DETAIL FOR SIZE & ui . . . . . . . . . .. POWER DRIVEN FASTENERS 'I–WALL STUDS (SEE PLAN) REINFORCING SECTION f"I 0 SCALE 3/4" = 1'-0'7 2.2 _I PLACE P.T. TENDONS TO AVOID WALL STUDS ANCHORAGE PLACEMENT WALL STUDS (BY OTHERS) POWER DRIVEN FASTENERS—, 8- P/T DECK 8" R/C WALL w/ #5's @ 8" O.C. EA. WAY POWER DRIVEN FASTENERSJ 8- P/T DECK WALL STUDS (SEE PLAN SECTION K8 'I SCALE 3/4" = 1'—O" 52,2 8" CMU w/ #5's w @ 48" o/c JOINT REINFORCING /–@ 16" O.0 AT CMU #3's 048" o/c f= 21-0" SECTION ( 4 3.2 ;D SCALE 3/4" = 1'-0" S I 8" CMU W/ #5's 016" o/c W/ EXTERIOR GRADE UP TO 4' HT. (8" o/c FOR GRADES 4' TO 5') 8" R/C WALL wl #5's @ 8" O.C. EA. WAY SECTION 1 9 SCALE 3/4" = 1'-0" S2 - 2 3–#5 CONT. SEE PLAN 8" P/T DECK TOOLED EDGE (TYP-) SLOPE DN. z t. uj Ius comply p"11 II -11lia DRIP EDGE T110ITJSTn1 (SEE ARCH. DWG.) SEE PLAN FOR LOCATION Ic JOINT REINFORCING @ 16" O.0 AT CMU 1/2" P.E.J. EXTERIOR PAVING SEE CIVIL DRAWINGS fill I_I I i � I .—...� j-_j—i 2–#5 CONT. SECTION 4-a'*I I FlSCALE 3/4" = 1'-0" \-S 2 - 2 _I ,,—CONC. COLUMN, SEE DETAIL FOR SIZE & REINFORCING EXTERIOR PAVING 1/2" P.E.J. SEE CIVIL DRAWINGS–\ 5#8's T&B w/ 14 STIRRUPS @ 1.0 3'-8" SECTION SCALE 3/4" = 1'--O" 5 2.2 COOR.'d W/ ELEV. MANUF. FOR SUMP PUMP LOCATION AND GRATE COVER MIN. MIN. co IM N, it– #6's @ 12" O.C. E.W. COMPACTED SOIL 3#5's E.W. 21-0" (3"CL.) ,31-4" SUMP PUMP SECTION N.T.S. ff ui CONIC. COLUMN, SEE a. DETAIL FOR SIZE & ui REINFORCING EXTERIOR PAVING C'4 z 1,- 1/2 P E.J. EXTERIOR PAVING SEE CIVIL DRAWINGS 1/2- P.E.j7--\ uj > SEE CIVIL DRAWINGS LJ 00 (D 00 < 104 8" R/C WALL wl #5'5 > @ 8" O.C. EA. WAY E II 7' 5#6'sT&B wl #4 STIRRUPS (9 24 O.C. IP +1 4 C14 1 —0 31 Lv J, C) 'I co SECTION 7 5#6's T&B w/ #4 STIRRUPS 0 24 O.C. SCALE 3/4" .2 .2 �S3 J" iL7=—n If #6's @ 12"-O.C. W. MIN. 3" CL. ,,—CONC. COLUMN, SEE DETAIL FOR SIZE & REINFORCING EXTERIOR PAVING 1/2" P.E.J. SEE CIVIL DRAWINGS–\ 5#8's T&B w/ 14 STIRRUPS @ 1.0 3'-8" SECTION SCALE 3/4" = 1'--O" 5 2.2 COOR.'d W/ ELEV. MANUF. FOR SUMP PUMP LOCATION AND GRATE COVER MIN. MIN. co IM N, it– #6's @ 12" O.C. E.W. COMPACTED SOIL 3#5's E.W. 21-0" (3"CL.) ,31-4" SUMP PUMP SECTION N.T.S. ff ui a. ui C'4 z 1,- 0 uj > d< ry o y- 0 0 LJ 00 (D 00 < 104 -0 > E II �x �I 0 w D cc r-- 1 N 0 < Z 45 4- 4- 0 OPENING WIDTH SEE PLANS HOOK REINFORCING TO LINTEL 1 REFER TO LINTEL SCHEDULE FOR SIZE, z BEARING AND REINFORCING #5 VERT. IN CONCRETE t FILLED CELL uj c� z 8" HIGH "U" BLOCK z FILLED w/ CONC. a (OMIT AT DOORS)--------� 1 2#5's @ „U" BLOCK 8 trtin. (OMIT AT DOORS) 7 18" min. DOWEL BARS (SEE NOTES) _.._ ._._...-Y.. _ FOOTING (SEE PLAN).� (SEE DETAILS FOR REINF.) >k THE DETAIL IS APPLICABLE TO ALL DOOR, WINDOWS AND HVAC UNIT OPENINGS NOT EXCEEDING 12'-0" OPENING WIDTH TYPICAL WALL REINFORCING AT OPENING NOT TO SCALE SAW—CUT JOINT (SEAL AS REO'D.) r W.W.F.. TCUTVAPOR BARRIER OUT ALTERNATE COMPACTED SUBGRADE WIRES (6" LONG) REPLACE FLOOR JOINT WITH COSTRUCTION JOINT AS REQUIRED FOR WORK SEQUENCE. F.J. — TY'P. CONTROL JOINT NOT TO SCALE PIPE ---, SEE DET. FOR GREAD2 iso BEAM REINFORCING z 3'-0" LAP z #9 SENT BAR 2,—O" KEYED JOINT #5 VERT. CENTERED IN CONCRETE FILLED CELL 8" CMU SINGLE CELL REINFORCED MASONRY LINTEL SCHEDULE 8" HIGH MASONRY CHANNEL BLOCK OR CAST CRETE LINTEL MINIMUM 8" BEARING EACH END #5's CONT. 0 ° SPANS REINFORCEMENT FOR S" CMU WALL THICKNESS 0' — 4'-0" 2 — #4 BOTT. 2 -- #4 TOP. 4'--O" — 7'—O" 2 — #5 BOTT. 2 — #5 TOP. 16" HIGH MASONRY CHANNEL BLOCK OR 8" CAST CRETE LINTEL MINIMUM 12" BEARING EACH END a 0 SPANS REINFORCEMENT FOR 8" CMU WALL THICKNESS 7'—O" — 10,--0" 2 — #6 BOTT. 2 — #5 TOP. 10'-0" — 12'-0" 2 — #8 'BOTT. 2 -- #6 TOP. 1 1 /2" CUT REINFORCING W.W.F. AT JOINT 2" EA. SIDE FL Li 12" 1'2" — VAPOR BARRIER COAT EXPOSED SURFACES OF CONCRETE WITH FORM OIL PRIOR POURING ADJACENT STRIP CONSTRUCTION JOINT NOT TO SCALE PIPE SLEEVE, SEE MECHANICAL +CIVIL DRAWINGS FOR SIZE #6's T.&B. Wf #4 2" STIRRUPS ® 8" O.C. 3'--0" LAP 2'-0" MIN. (3) #4"s STIRR. TYPICAL GRADE BEAM SLEEVE NOT TO SCALE 8" CMU FOUR CELL SEE PU STANDARD DETAILS FOR REINFORCED CONCRETE MASONRY PIERS NOT TO SCALE REFER: TO M.E.P. AND VENDOR DRAWINGS FOR LINE LOCATIONS 3" CLEAR 3" CLEAR PIPE SLEEVE FTG. REINF. FIG. REINF. 3—#5 LOOPS INTERFERENCE OFFSET AT UTILITY LINES NOT TO SCALE 8" R/C WALL W/ #', Wo/c E.W. (EA. F) STAIR AND ELAVATOR SHAFT WALL REINFORCING AT OPENING NOT TO SCALE 8" CMU THREE CELL (CORNER) METAL STUD WALL 16"o/c (SEE PLAN) J"O ANCHOR BOLT at 16"o/c or 3/4" LONG EMBED POWER — DRIVEN FASTENERS AT 16"o/c WALL ANCHOR BOLTS SEE TYPICAL SILL PLATE DETAIL---, * 16"o/c j *16-0/c 1 _O MAX. CDX PLYWOOD OR OSB WALL SHEATHING EXTERIOR WALL ANCHORAGE AT TYPICAL 90' CORNER SCALE 3/4" = 1'-0" 4" 4" T VERT. LAP AT 40 BAR DIAMETER BOND BEAM #5 CORNER BARS #5 CORNER BARS I BOND BEAM i� I JIL L- CONTINUOUS REINFORCING- CONTINUOUS REINFORCING TYP. CMU CORNER REINFORCING DETAILS SCALE 3/4" = 1'-0" 1SIO A,l, i�� 30 , nth t pt vje�j"l (2) #5's VERT. SIDE #4's, EA. CORNER NG (2) #5's VERT. SIDE `—FOU N DATION CLEAN OUT OPENINGS AT GROUT FILLED CELL LOCATIONS. FOR WALLS OVER 4 FT. HIGH. SET FIRST COURSE IN FULL MORTAR BEDDING. TYPICAL MASONRY WALL CONSTRUCTION NOT TO SCALE STAIR AND ELEVATOR SHAFT TYPICAL CORNER REINFORCING DETAIL NOT TO SCALE 8" BOND BEAM 0 w/ #5's CONT. 0 ° C ,sv CMU BLOCK 0 VERT. REINFORCING cl�. w/MATCHING DOWELS IN 0 � FOUNDATION. SEE PLAN w� U' N E FOR SIZE AND LOCATION. a 0 < �. I J © t "L GROUT FILLED CELL. CL o PLACE AND CONSOLIDATE °cam GROUT IN 4 FT. LIFTS. ,r< HORIZ. JOINT. REINFORCING 16" o/c. STARTING AT FIRST COURSE ABOVE FOUNDATION. LAP SPLICES 6". USE PREFAB. L's AND T's AT WALL INTERSECTIONS. MORTAR CROSS WEBS—' ADJACENT TO FILLED CELLS.; (2) #5's VERT. SIDE #4's, EA. CORNER NG (2) #5's VERT. SIDE `—FOU N DATION CLEAN OUT OPENINGS AT GROUT FILLED CELL LOCATIONS. FOR WALLS OVER 4 FT. HIGH. SET FIRST COURSE IN FULL MORTAR BEDDING. TYPICAL MASONRY WALL CONSTRUCTION NOT TO SCALE STAIR AND ELEVATOR SHAFT TYPICAL CORNER REINFORCING DETAIL NOT TO SCALE C{1 Q h L� J Q M 0 ■s F— ©C) � c CL o � r. (D -t 0 r0 0� < Z o <c ai m yr to n W 0 o. 17748 ROFESSIONAIL C ,sv 0 cl�. 0 � Uto w� U' N E wd r o a > < �. I J © t "L Qom' CL o °cam ,r< ct C{1 Q h L� J Q M 0 ■s F— ©C) � c CL o � r. (D -t 0 r0 0� < Z o <c ai m yr to n W S N I AS REQ'D. 3/4" CDX PLYWOOD OR 11 /1 A" OSB ROOF SHEATHING CH. R603.7 -TERS SPACED 16"o/c ?" CDX PLYWOOD OR OSB WALL SHEATHING RC CH. 'R603.7 INTERIOR PARTITION METAL STUD SCHEDULE FOR NON LOAD BEARING WALLS 6" STUDS @ 3!,, or 6" STUDS @ 16" O.C. 10'-0" 0 --- 9'-4" HEIGHT ............ 25 GA. 0 - 12'-0" HEIGHT ........... 20 GA. 0 - 15'-0" HEIGHT ........... 18 GA. 0 - 18'-0" HEIGHT.. ........ 14 GA. EXTERIOR WALLS METAL STUD SCHEDULE J FOR NON LOAD BEARING WALLS l 6" STUDS @ 16" O.C. STEEL) SCREWS AS REQUIRED TO EACH SIDE OF LINTEL AND SCREWS T4 STEEL) WEB OF ,IAMB STUD AS REQUIRED 0 — 10'-0" HEIGHT............ 6"--18GA. � 0 — 13'-0" HEIGHT ....._..._. 6"-16GA. 0 — 15'---0" HEIGHT........... 6"-14GA. 15/32" CDX PLYWOOD OR SEE NOTES FOR 7/16" OSB SHEATHING. RUN SHEETS HORIZONTALLY NAILING PATTERN ' (OR VERTICALLY) 4'—O" STAGGER VERTICAL JOINTS @ 32" OC MINIMUM. SHEATHING TO SPAN OVER ALL HORIZONTAL FRAMING JOINTS BY 16" MINIMUM. SHEATHING STARTS @ THE BOTTOM OF THE SILL PLATE & RUNS CONTINUOUSLY TO THE TOP OF THE RAFTER PLATES. NAIL W/ 10d DISTRESSED SHANK NAILS 0 3" OC 0 PERIMETER & AT 6" OC IN THE FIELD MINIMUM. PROVIDE 6"--18GA. SUDS @ 16"0/c Am SOLID FLAT 2x4 BLOCKING @ ALL HORIZONTAL 6"-18GA. TRACK JOINTS NOT SUPPORTED BY FRAMING. WALL AND ROOF SHEATHING WILL BE SCREWED WITH #10 PAN HEAD SCREWS 6"a/c AROUND EDGES AND 12"o/c IN FIELD TYPICAL METAL STUDS AT RECTANGULAR EXTERIOR WINDOW OR DOOR WALL SHEATHING MAY BE FASTENED WITH PNEUMATIC FASTENERS 0 144" DTA It APPROPRIATE TO SHEATHING THICKNESS) NOT TO SCALE TENSION: SHEAR: 335 445 # # (AT (AT FLOOR DECKING MAY BE FASTENED WITH PNEUMATIC FASTENERS GA GA STEEL) SCREWS AS REQUIRED TO EACH SIDE OF LINTEL AND SCREWS T4 STEEL) WEB OF ,IAMB STUD AS REQUIRED OPTION #2 : "HILTI" EDS (x 7/8") 0.177" SHANK (AT 18"o/c AROUND PERIMETER) ALLOWABLE SHEAR: 0.144" DIA. (LENGTH APPROPRIATE TO DECKING THICKNESS) # (AT 18 GA STEEL) TYP I CAL CONNECTION SCREW: PROVIDE SHEATHING SPLICES OVER BLOCKING OR FRAMING 240 # (AT 20 THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY #10 HWH "HILTI" (HEX 6"-18GA. HEADER NOTE: SHEATHING THICKNESS IS THE MINIMUM REQUIRED BY CODE ALLOWABLE TENSION: 700 # (AT 16 GA STEEL) C] ALLOWABLE TENSION: 535 # (AT 18 GA STEEL) EXTERIOR WALLS AND INTERIOR FLOORS SHEATHING NAILING PATTERN ALLOWABLE TENSION: 335 # (AT Ole viz M ALLOWABLE SHEAR: 445 # (AT 16 GA STEEL) NOT TO SCALE ALLOWABLE SHEAR: 365 # (AT 18 GA STEEL) cv ALLOWABLE SHEAR: 240 # (AT 20 GA STEEL) METAL STUD FRAMING S2.7 SCREW.- FASTENERS (AT STEEL OR CONCRETE): fn POWDER ACTIVATED FASTENERS #10 HWH "HILTI" (PAN HEAD) .1 5/16" TO 1 15/16" LONG OPTION #1 : "HILTI" X--EDNI (x 7/8") 0.145" SHANK (AT 12"o/c AROUND PERRIMETER) ALLOWABLE TENSION: U (AT 16 GA STEEL) cmmwc ALLOWABLE TENSION: 850 # (AT 1/2" THICK STEEL) a 535 # (AT 18 GA STEEL) SEE STD. HEADER DET:----' oacoC co -' B c° m ° 6"-18GA, .TRACK.' iI Il iI {! ii Ii i( I 11 ii II 1I i SOLID FLAT 2x4 BLOCKING @ ALL HORIZONTAL 6"-18GA. TRACK JOINTS NOT SUPPORTED BY FRAMING. WALL AND ROOF SHEATHING WILL BE SCREWED WITH #10 PAN HEAD SCREWS 6"a/c AROUND EDGES AND 12"o/c IN FIELD TYPICAL METAL STUDS AT RECTANGULAR EXTERIOR WINDOW OR DOOR WALL SHEATHING MAY BE FASTENED WITH PNEUMATIC FASTENERS 0 144" DTA It APPROPRIATE TO SHEATHING THICKNESS) NOT TO SCALE STUD PIECE, 12" LONG W/ SCREWS Com} EACH END A. TYPICAL TRACK WINDOW AND DOOR DESIGN PRESSURE RATINGS DESIGN PRESSURE VALUES LISTED IN THE TABLE ARE IN POUNDS PER SQUARE FOOT (PSF) 3 SECOND GUST WIND SPEED V 3s 130 MPH MEAN ROOF HEIGHT (MRH) ISLAND LOCATION (EXPOSURE "B") j (MRH) ZONE (4) ZONE (5) i 15' DP 35 DP 45 20 DP 35 DP 45 25DP 35 DP 45 30' DP 35 DP 45 ��'✓ I ` 35' DP 35 DP 45 AANNELCING LATERAL 40' DP 40 DP 45 ZONE (5) �� ZONE (5) da3 t8 STD. MANUF. DETAIL) 45' DP 45 DP 50 50' DP 45 DP 50 ZONE (4) ZONE (4) MEAN ROOF HEIGHT (MRH) OCEAN/MARSH LOCATION (EXPOSURE "C") ZONE (5)cP-Ng ZONE (5) (MRH) ZONE (4) ZONE (5) 15' DP 40 DP 50 20' DP 45 DP 55 WIND PRESSIRE ZINE DIAGRAM 25' DP 45 DP 55 NOT TO SCALE 30' DP 50 DP 60 35' DP 50 DP 60 40' DP 50 DP 60 45' DP 55 DP 60 50' DP 55 DP 60 TRACK SPLICE CONNECTION ALLOWABLE SHEAR: 605 # (AT 1/2" THICK STEEL) ALLOWABLE ALLOWABLE TENSION: SHEAR: 335 445 # # (AT (AT FLOOR DECKING MAY BE FASTENED WITH PNEUMATIC FASTENERS GA GA STEEL) SCREWS AS REQUIRED TO EACH SIDE OF LINTEL AND SCREWS T4 STEEL) WEB OF ,IAMB STUD AS REQUIRED OPTION #2 : "HILTI" EDS (x 7/8") 0.177" SHANK (AT 18"o/c AROUND PERIMETER) ALLOWABLE SHEAR: 0.144" DIA. (LENGTH APPROPRIATE TO DECKING THICKNESS) # (AT 18 GA STEEL) TYP I CAL CONNECTION SCREW: PROVIDE SHEATHING SPLICES OVER BLOCKING OR FRAMING 240 # (AT 20 THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY #10 HWH "HILTI" (HEX OR PAN HEAD) 3/4" LONG NOTE: SHEATHING THICKNESS IS THE MINIMUM REQUIRED BY CODE ALLOWABLE TENSION: 700 # (AT 16 GA STEEL) C] ALLOWABLE TENSION: 535 # (AT 18 GA STEEL) EXTERIOR WALLS AND INTERIOR FLOORS SHEATHING NAILING PATTERN ALLOWABLE TENSION: 335 # (AT 20 GA STEEL) viz M ALLOWABLE SHEAR: 445 # (AT 16 GA STEEL) NOT TO SCALE ALLOWABLE SHEAR: 365 # (AT 18 GA STEEL) cv ALLOWABLE SHEAR: 240 # (AT 20 GA STEEL) METAL STUD FRAMING TYPICAL SHEATHING SCREW.- FASTENERS (AT STEEL OR CONCRETE): fn POWDER ACTIVATED FASTENERS #10 HWH "HILTI" (PAN HEAD) .1 5/16" TO 1 15/16" LONG OPTION #1 : "HILTI" X--EDNI (x 7/8") 0.145" SHANK (AT 12"o/c AROUND PERRIMETER) ALLOWABLE TENSION: 700 # (AT 16 GA STEEL) cmmwc ALLOWABLE TENSION: 850 # (AT 1/2" THICK STEEL) ALLOWABLE TENSION: 535 # (AT 18 GA STEEL) STUD PIECE, 12" LONG W/ SCREWS Com} EACH END A. TYPICAL TRACK WINDOW AND DOOR DESIGN PRESSURE RATINGS DESIGN PRESSURE VALUES LISTED IN THE TABLE ARE IN POUNDS PER SQUARE FOOT (PSF) 3 SECOND GUST WIND SPEED V 3s 130 MPH MEAN ROOF HEIGHT (MRH) ISLAND LOCATION (EXPOSURE "B") j (MRH) ZONE (4) ZONE (5) i 15' DP 35 DP 45 20 DP 35 DP 45 25DP 35 DP 45 30' DP 35 DP 45 ��'✓ I ` 35' DP 35 DP 45 AANNELCING LATERAL 40' DP 40 DP 45 ZONE (5) �� ZONE (5) da3 t8 STD. MANUF. DETAIL) 45' DP 45 DP 50 50' DP 45 DP 50 ZONE (4) ZONE (4) MEAN ROOF HEIGHT (MRH) OCEAN/MARSH LOCATION (EXPOSURE "C") ZONE (5)cP-Ng ZONE (5) (MRH) ZONE (4) ZONE (5) 15' DP 40 DP 50 20' DP 45 DP 55 WIND PRESSIRE ZINE DIAGRAM 25' DP 45 DP 55 NOT TO SCALE 30' DP 50 DP 60 35' DP 50 DP 60 40' DP 50 DP 60 45' DP 55 DP 60 50' DP 55 DP 60 TRACK SPLICE CONNECTION ALLOWABLE SHEAR: 605 # (AT 1/2" THICK STEEL) ALLOWABLE ALLOWABLE TENSION: SHEAR: 335 445 # # (AT (AT 20 16 GA GA STEEL) SCREWS AS REQUIRED TO EACH SIDE OF LINTEL AND SCREWS T4 STEEL) WEB OF ,IAMB STUD AS REQUIRED OPTION #2 : "HILTI" EDS (x 7/8") 0.177" SHANK (AT 18"o/c AROUND PERIMETER) ALLOWABLE SHEAR: 365 # (AT 18 GA STEEL) ALLOWABLE SHEAR: 240 # (AT 20 GA STEEL) ALLOWABLE i ENSiUN: 1030 # (AT 1 /2 THICK STEEL) ALLOWABLE SHEAR: 995 # (AT 1/2" THICK STEEL) FRAMING FASTENERS (AT STEEL): "HILTI" X-EDN1 (x 7/8") 0.145" SHANK (AT 12"o/c AROUND PERRIMETER) POWDER ACTIVATED FASTENERS OPTION #1 : ALLOWABLE TENSION: 850 # (AT 17'2" THICK STEEL) ALLOWABLE SHEAR: 605 # (AT 1/2" THICK STEEL) OPTION #2 : "HILTI" EDS (x 7/8") 0.177" SHANK (AT 18"o/c AROUND PERIMETER) ALLOWABLE TENSION. 10330IT " (AT 1/2" THICK STEEL) ALLOWABLE SHEAR: 995 # (AT 1/2" THICK STEEL) TYPICAL TRACK TYPICAL STUD SUPPORT CLIP W/ 5CREW5 & FASTENERS AS REQUIRED CONNECTION DETAIL NOT TO SCALE TYPICAL STUD N(PER 16 SCREW FLANGE PICAL TRACKYPICAL TRACK a (1) #10-16 SCREW PER STUD FLANGE STUD BASE D ETAI L NOT TO SCALE WALL STUDS (SEE SCHEDULE) `,TYPICAL STUD TOP TRACK D ETAI L NOT TO SCALE DBL. 6"-18GA. HEADER DOOR, WINDOW 5'-0" OR 6'---6" HEADER SECTION NO TO SCALE WALL STUDS (SEE SCHEDULE) "-18GA. HEADER DOR, WINDOW UP TO 3'—O" WEB STIFFENER AS REQUIRED W/ (3) #10-16 SCREWS TO EA. MEMBER AT LINTEL BEARING LOCATION IIS I y I TYPICAL TRACK JAMB AS REQUIRED LINTEL AS REQUIRED--/ - 11 ' OPTIONAL WINDOW OR DOOR HEADER DETAIL NOT TO .SCALE BRIDGING ATTACHMENT TWIST BRIDGECLIP (MANUFACTURED BY THE STEEL NETWORK, 888-474--4876) INTO STUD PUNCH QUT AND ATTACH TO CRC16 W/ 1--#10x16 SCREW @ EA. STUD AS SHOWN, WALL BRIDGING CRC FULL SCALE USING 6" STUDS 'PLICATIONS 10"O.C. (TYP. ) (SEE FASTENER NOTE BELOW) 10" MAX. O.C. 6" MAX (TYP. '11 sine 1 AlnQn�n7s dm TYPICAL FRAME SCREW MIN. SDS 1/4 -0 - MAX. /4"x3" MAX. MAX. tx I LMUN ELEVATION (TYP.) O.C. RECTANGULAR WIN DOW (SEE FASTENER NOTE BELOW) SCALE: 3/4" = 1'-O" FASTENER NOTE: WHEN WINDOW WITH (SMALLER FRAME DIMENSION) IS 50" OR LESS, THE FRAME FASTENER SPACING MAY BE INCRESED TO 12" O.C. NOTE: WINDOW AND DOOR MANUFACTURER WILL SUPPLY INSTALLATION INSTRUCTION ACCORDING TO FENESTRATION TESTING LABORATORY, INC. NOTES: GLASS SPECIFICATIONS: OPTION #1 - 7/8" LAMINATED INSULATED GLASS. (1/8 HEAT STRENGTHENED GLASS - 7/16" AIR SPACE - 5/16" HEAT STRENGTHENED LAMINATED GLASS WITH MIN. 0.09" FILM) - TESTED LARGE MISSILE IMPACT RESISTANCE TO ASTM E1886/E1996. OPTION #2 - 5/16" LAMINATED GLASS. 5/16" HEAT STRENGTHENED LAMINATED GLASS (TWO 1/8" HEAT STRENGTHENED PLATES WITH MIN. 0.09" FILM) - TESTED LARGE MISSILE IMPACT RESISTANCE TO ASTM E1886/E1996. OPTION #3 - 5/16" LAMINATED GLASS. 5/16" HEAT STRENGTHENED LAMINATED GLASS (TWO 5/32" HEAT STRENGTHENED PLATES WITH MIN. 0.09" FILM) - TESTED LARGE MISSILE IMPACT RESISTANCE TO ASTM E1886/E1996. REINFORCED FRAME CORNER CONSTRUCTION. TEST REQUIREMENTS NOTES: - WINDOWS ARE TESTED IN ACCORDANCE WITH AAMA 101 /I.S.2. 97 SPECIFICATIONS. - TESTED LARGE MISSILE IMPACT RESISTANCE TO ASTM E1886/E1996. - TESTED FORCED ENTRY RESISTANCE TO AAMA 13033.2. - DEGLAZING TESTED TO ASTM E987. - TESTED WATER RESISTANCE TO ASTM E547/331. - TESTED AIR INFILTRATION TO ASTM E 283 - TEST REPORTS AVAILABLE UPON REQUEST. r u _ Qto r� ro �t ,0 ui o v _, c ON E p v w M 0 E N W ujQ > @ C] <C C) c� ICL C J W CO 00 0 .Q�, c1)0-nyr ) / viz M i 1 Q m < I ct to 1 cv Qto r� ro �t ,0 o r,- 0 v ON E z Z0 W C] '0 J o w c1)0-nyr ) / i 1 i D »C F - fn I r� ro �t ,0 o r,- 0 ON z Z0 '0 o w c1)0-nyr ) / i 1 i 4.10. Elevators. 4.10.1 General. Accessible elevators shall be on an accessible route and sholl comply with 4.103 and with ASME A 17.1.1990. Safety Code for Elevators and escalators. Freight elevators shall not be considered as meeting the requirements of this section unless the only elevators provided are used as combination passenger and freight elevators for the public and employees. 4.10.2 Automatic Operation. Elevator operation shall be automatic. Each car shall be equipped with a self -levelling feature that will automatically bring the car to floor landings within a tolerance of 1/2 in (13 mm) under rated loading to zero loading conditions. This self—leveling feature shall be automatic and independent of the operating device and shall correct the overtravei or undertrovel. 4.10.3 Hail Coll Buttons. Call buttons in elevator lobbies and halls shall be centered at 42 in (1065 mm) above the floor. Such call buttons shall have visual signals to indicate when each call is registered and when each call is answered. Call buttons shall be a minimum of 3/4 in (19 mm) in the smallest dimension. The button designating the up direction shall be on top. (see fig. 20) Buttons shall be raised or flush. Objects mounted beneath hall call buttons shall not project into the elevator lobby more than 4 in (100 mm). 4.14.4 Hall Lanterns. A visible and audible signal shall sound once for the top direction and twice for the down direction or shall have verbal announcers say up or down. Visible signs shall have the following features. (1) Hall lantern fixtures shall be mounted so that their centerline is at 'least 72 in (1830 mm) above the lobby floor (see fig 20). (2) Visual elements shall be at least 2 1/2 in (54 mm) in the smallest dimension; (3) Signals shall be visible from the vicinity of the hall call button (see fig. 20). In—car lanterns located in cars, visible from the vicinity of hall call buttons, and conforming to the above requirements, shall be acceptable. 4.10.5 Raised and Braille Characters on Hoistway Entrances. All elevator hoistway entrances shall have raised and Braille floor designations provided on both jambs. The centerline of the characters ,shall be 60" (1525 mm) above finish floor. Such Characters shall be 2" (50 mm) high and shall comply with 4.30.4. Permanently applied plates are acceptable if they are permanently fixed to the jambs. (see fig. 20). 4.10.6 Door Protective And Reopening Device. Elevator doors shall open and close automatically. They shall be provided with a reopening device that will stop and reopen a car door and hoistway door automatically if the door becomes obstructed by an object or person. The device shall be capable of completing these operations without requiring contact for an obstruction passing through the opening at heights of 5 in and 29 in (125 mm and 735 mm) above finish floor (see fig. 20). Door reopening devices shall remain effective for at least 20 seconds. After such an interval, doors may close in accordance with the requirements of ASME A17A —1990. 4.10.7* Door and Signal Timing for Hail Calls. The minimum acceptable time from notification that a car is calculated from the following equation: T = D/(1.5 ft/s) or T = D/(445 mm/s) where T = total time in seconds and D = Distance (in feet or mm) from a point in the 'lobby or corridor 60" (1525 mm) directly in front of the forthest call button controlling that car to the centerline o fits hoistway door (see fig. 21). For cars with in— car lanterns, T begins when the lantern is visible from the vicinity of hall call buttons and an audible signal is sounded. The minimum acceptable notification time shall be 5 seconds. 4.10.8 Door Delay for Car Calls. The minimum time for elevator doors to remain fully open in response to a car call shall be 3 seconds. 4.10.9 Floor Plan of Elevator Cars. The floor area of elevator cars shall provide space for wheelchair users to enter the car, maneuver with in reach of controls, and exit from the car. Acceptable door opening and inside dimensions shall be as shown in Fig 22. The clearance between the car platform sill and the edge of any hoistway landing shall be no greater than 1 1/4"(32mm). 4.10.10 Floor Surfaces. Floor surfaces comply with 4.5. 4.10.11 Illumination Levels. The level of Illumination at the car controls, platform, and car threshold and landing sill shall be at least 5 footcandles (53.8 lux.) 4:10.12* Car Controls. Elevator control panels shall have the following features: (1) Buttons. All control buttons shall be at least 3/4"(19mm) in their smallest dimension. They shall be raised or flush. (2) Tactile: Braille, and visual control indicators. All control buttons shall be designated by Braille and by raised standard alphabet characters for letters, Arabic characters for numerals, or standard symbols as shown in fig.23 (a), and as required in ASME A 17.1-1990. Raised and Braille characters and symbols shall comply with 4.30. The call button for the main entry floor shall be designated by a raised star at the left of the floor designation (see Fig.23 (a)). All raised designations for control buttons shall be placed immediately to the left of the button to which they apply. Applied plates, permanently attached, are on acceptable means to provide raised control designations. Floor buttons shall be provided with visual indicators to show when each call is registered. The visual indicators shall be extinguished when each call is answered. (3) Height. All floor buttons shall be no higher than 54" (1370mm) above the finish floor for side approach and 48" (1220mm) for front approach. Emergency controls, including the Emergency alarm and emergency stop, shall be grouped at the bottom of the panel and shall have their centerlines no less (4) Location. Controls shall be located on a front wall if cars have center opening doors, and at the side wall or at the front wall next to the door if cars have side opening doors (see fig.23 (c) and (d)). than 35"(890mm) above the finish floor (see fig.23 (a) and (b)). 4.10.13* Car Position Indicators. In elevator cars, a visual car position indicator shall be provided above the car control panel or over the door to show the position of the elevator in the hoistway. As the car passes or stops at a floor served by the elevators the corresponding numerals shall illuminate, and an audible signal shall sound. Numerals shall be a minimum of 1 /2"(13mm) high. The audible signal shall be no less than 20 decibels with a frequency no higher than 1500Hz. An automatic verbal announcement of the floor number at which a car stops or which a car passes may be substituted for the audible signal. 4.10.14* Emergency Communications. If provided, emergency two—way communication systems between the elevator and a point outside the hoistway shall comply with ASME A 17.1-1990. The highest operable part of a two—way communication system sholl be a maximum of 48"(1220mm) from the floor of the car. It shall be identified by a raised symbol and lettering complying with 4.30 and located adjacent to the device. If the uses a handset then the length of the cord from the panel to the handset shall be at least 29'(735mm). If the system is located in a closed compartment, the compartment door hardware shall conform to 4.27, Controls and Operating Mechanisms. The emergency intercommunication system shall not require voice communication. 1 1/20 O.D. FINISHED WALL STD. WALL BRAG 0 32" C/C WITI 3/80 ANCHOR TYPICAL DETAIL @ WALL RAIL SCALE : NOT TO SCALE NOTE: The automatic door reopening device is activated if an abject passes through either line A or line B. tine A and line B represent the vertical locations of the door reopening device not requiring contact. Fig. 20 Hoistway and Elevator Entrances 13 V) 12 11 O0 10 7 2 1 0 8 6 8 10 12 14 16 18 D distance in feet Fig. 21 Graph of Timing Equation acceptable 36mm �co is M � ntml button 7o sc diameter so so —r Q I o UJo' ¢ I mcasT* 10 V 20 173© + s o eo door dowd 4" MA. TABLE 5.2.2.2.1(x) NEW STAIRS door p O N4 O 1 eve+ =Cme O ® 0 >�e MAX. HT. of RISER: JI N plus the width of .1 °p 11 11 est tti" x be mt 1 11 p)Detail 1 PAne 36mm DRAWINGS 915 a (a) Q I o UJo' ¢ I 6&min UJ 173© LIFE SAFETY CODE 20300 GA. ACCESSIBILITY 1997 4" MA. TABLE 5.2.2.2.1(x) NEW STAIRS 4.9.4 Handrails dam - UJ D E (2) If handrails are not continuous, they shall extend at least 12 in MAX. HT. of RISER: JI N plus the width of .1 36min T 9-5 (b) Fig. 22 Minimum Dimensions of Elevator Ears 70 8o is 20 0 so 00 7R0: @ x 40 00 Plc. 0 E o M ,n m b Car Control Height W � i (c) (d) Alternate Locations of Panel Alternate Locations of Panel With Center Opening Door Fig. 23 With Side Opening Door Car Controls 1-.5" DIA TOP STEEL RAIL CAP RETURN TO ENCLOSURE WALL 1 1/20 O.D. NOMINAL TUBING < < DRAWINGS FOR ACTUAL STAIR AND HANDRAIL ARRANGEMENTS a Q I o UJo' ¢ I NEPA 101 UJ ADA STANDARDS for ACCESSIBLE (DESIGN LIFE SAFETY CODE 20300 GA. ACCESSIBILITY 1997 4" MA. TABLE 5.2.2.2.1(x) NEW STAIRS 4.9.4 Handrails dam - UJ D E (2) If handrails are not continuous, they shall extend at least 12 in MAX. HT. of RISER: JI ----- Ju plus the width of .1 11 11 11 O'-11" 1 11 At the bottom, the handrail shall 1 continue to slope for a distance of the width of one tread from the bottom MAX. HT, between LANDINGS: „ 12 _O riser; the remainder of the extension shall be horizontal. � Q N X E tV 07 tL v 1.5"X1.5" BOTTOM STEEL RAIL CAP 0 Z 1 1/2"X1 1 /2'° NEWEL POST 3/4" STEEL PICKETS @ 4" OC. TYPICAL DETAIL @ HANDRAIL & GUARDRAIL SCALE NOT TO SCALE 4.9 STAIRS_ 4.9.1* Minimum Number. Stairs required to be accessible by 41 shall comply with 4.9. 4.9.2 Treads and Risers. On any given flight of stairs, all steps shall have uniform riser heights and uniform tread widths. Stair treads shall be no less than 11" (280 mm) wide, measured from riser to riser (see Fig. 18(a)). Open risers are not permitted. 4.9.3 Nosings. The undersides of nosings shall not be abrupt_ The radius of curvature at the leading edge of the tread shall be no greater than 1/2" (13 mm). Risers shall be sloped or the underside of the nosing shall have an angle not less than 60' from the horizontal. Nosings shall project no more than 1 1/2" (38 mm)(see Fig. 18). 4.9.4 Handrails. Stairways shall have handrails at both sides of all stairs. Handrails shall comply with 4.26 and shall have the following features (1) Handrails shall be continuous along both sides of stairs. The inside handrail on switchback or dogleg stairs shall always be continuous (see Fig. 19(o(ond (b))). (2) If handrails are not continuous, they shall extend at least 12" (305 mm) beyond the top riser and at least 12" (305 mm) plus the width of one tread beyond the bottom riser. At the top, the extension shall be parallel with the floor or ground surface. At the bottom, the handrail shall continue to slope for a distance of the width of one tread from the 'bottom riser; the remainder of the extension shall be ho6zontol (see Fig. 19(c) and (d)). Handrail extensions shall comply with 4.4. (3) The clear space between handrails and wall shall be 1 1/2" (38 mm). (4) Gripping surfaces shall be uninterrupted by newel posts, other construction elements, or obstructions. (5) Top of handrail gripping surface shall be mounted between 34" and 38" (865 mm and 965 mm) above stair nosings. (6) Ends of handrails shall be either rounded or returned smoothly to floor, wall, or post. (7) Handrails shall not rotate within their fittings. 4.9.5 Detectable Warnings at Stairs_ (Reserved) 4.9.6 Outdoor Conditions. Outdoor stairs and their approaches shall be designed so that water will not accumulate on walking surfaces. } N Plan I> - c Extension at (Bottom of Run NOTE, X is the 12 in minimum handrail extension required at each top riser. Y is the minimum handrail extension of 12 in plus the a s required n n i t it each bottom riser. width of one tread a� t ed ate c Fig. 19 Stair Handrails b Elevation of Center Handrail x Angled(b) d Extension. at Top of Run (a) Fig. 18 flush Piser Usable Tread Width and Examples of Acceptable Nosings (c) )Nosing REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL STAIR AND HANDRAIL ARRANGEMENTS a STAIRS NEPA 101 UJ ADA STANDARDS for ACCESSIBLE (DESIGN LIFE SAFETY CODE 20300 GA. ACCESSIBILITY 1997 TABLE 5.2.2.2.1(x) NEW STAIRS 4.9.4 Handrails dam - UJ D E (2) If handrails are not continuous, they shall extend at least 12 in MAX. HT. of RISER: 0'-7" beyond the top riser and at least 12 in plus the width of MIN. HT, of RISER: U'--4" one tread beyond the bottom riser. At the trip, the extension shall be MIN. TREAD DEPTH: O'-11" parallel with the floor or ground surface. At the bottom, the handrail shall continue to slope for a distance of the width of one tread from the bottom MAX. HT, between LANDINGS: „ 12 _O riser; the remainder of the extension shall be horizontal. 111 .�p�-,(�,1 `ULA 7w7�18A ia�i�1' elai.�c�Jl 6i� 0 � � � �. �'�~!�:1rierlq;wtiol°lal B>1i1d3ng r_Inion and Stats n# son~ I? (n UJ F -- Z J d F- U CC U) a UJ c 4-1 dam - UJ D E c bi o >� d � M 00 00 U) UJ � Q N X E tV 07 tL v (n UJ F -- Z J d F- U CC U) !r -M, DESCRIPTION MFG, MODEL CFM VOLT, AMPS EX -1 DUCTED VENTILATOR BROAN 684 8O CFM 9 0.25" SP TAG 54 GPH DESCRIPTION TAG DESCRIPTION MFG. LOCATION MFG. MODEL SEER COOL BTUH HEAT SUPPLY CW (CFM) VOLTS SUPPLY AIR REGISTER,SQUARE CONE DIFFUSER PRICE 7"0 12"x32" ASCDA 14-1- /3C/Bl 2 140 12"x12"x7" O S-2 SUPPLY AIR CU -1 REVERSE CYCLE CONDENSING UNIT UNIT 1--A CARRIER 38BYGO24301 12 3C 24,000 N/A 12"x12"x7"O N/A 208/230/l/60 AIR AH -1 AIR HANDLER UNIT DIFFUSER UNIT 1-A CARRIER FA4BNF024005 N/A /3C/Bl 24,000 5 12"x12"x7"O 1,000 208/230/l/60 AIR REGISTER,SQUARE CU -2 REVERSE CYCLE CONDENSING UNIT UNIT 1-B CARRIER 38BYGO24301 12 B12 24,000 N/A N/A 208/230 AIR '1 60 AH -2 AIR HANDLER UNIT PRICE UNIT 1-B CARRIER FA4BNF024005 N/A B12 24,000 5 S-6 1,000 208/230/l/60 REGISTER,SQUARE CONE CU --3 REVERSE CYCLE CONDENSING UNIT UNIT 1-C CARRIER 38BYGO24301 12 12"x127x4"O 24,000 N /A N/A 208/230/1/60 CONE DIFFUSER AH -3 AIR HANDLER. UNIT 2" x12' UNIT 1-C CARRIER FA4BNF024005 N/A S-8 24,000 5 REGISTER,SQUARE 1,000 208/230/l/60 PRICE 7"o '12"x12" CU -4 REVERSE CYCLE CONDENSING UNIT UNIT 1-D CARRIER 38BYGO24301 12 ISUPPLY 24,000 N/A CONE N/A 208/23D/1 7"0/1 60 AH -4 JAIR HANDLER UNIT /3C/81 UNIT 1-0 CARRIER FA4BNF024005 N/A 24,000 5 1,000 208/230/l/60 CU -5 IREVERSE CYCLE CONDENSING UNIT UNIT 1-E CARRIER 38BY6024301 12 FILTER GRILLE LOUVERED 24,000 N/A N/A 208/230/l/60 AH -5 JAIR HANDLER UNIT 30"x22" UNIT 1-E CARRIER FA4BNF024005 N/A ATGH 24,000 5 1,000 208/230/l/60 28"X28" 1 CU- 6 REVERSE CYCLE CONDENSING UNIT UNIT 1--F CARRIER 38BYGO24301 12 24,000 N/A. N/A 208 230 1 60 AH -6 AIR HANDLER UNIT UNIT 1-F CARRIER FA4BNF024005 N/A 24,000 5 1,000 208/230/l/60 CU -7 REVERSE CYCLE CONDENSING UNIT UNIT 1-G CARRIER 38BYGO24301 12 24,000 N/A N/A 208/230/1 60 AH -7 AIR HANDLER UNIT UNIT 1-G CARRIER FA4BNF024005 N/A 24,000 5 1,000 208/230/l/60 CU -8 REVERSE CYCLE CONDENSING UNIT UNIT 2---A CARRIER 38BYGO16301 12 18,700 N/A N/A 208/230/l/60 AH -8 JAIR HANDLER UNIT UNIT 2-A CARRIER FA4BNF024005 N/A 1 18,000 5 600 208/230/l/60 CU -9 REVERSE CYCLE CONDENSING UNIT UNIT 2-B CARRIER 38BY0018301 12 18,700 N/A N/A 208/230/l/60 AH -9 AIR HANDLER UNIT UNIT 2-B CARRIER FA4BNF024005 N A 18,000 5 600 208/230/l/60 CU-- l D REVERSE CYCLE CONDENSING UNIT UNIT 2-C CARRIER 38BY6018301 12 18,700 N/A N/A 208 230/1/60 AH -10 AIR HANDLER UNIT UNIT 2-C CARRIER FA4BNF024005 N/A 18,000 5 600 208/230/l/60 - CU 11 CONDENSING REVERSE CYCLE CONDE UNIT I UNIT 2 D CARRIER 38BYGo18301 12 18,700 N A N A / 208230/l/60 AH -11 AIR HANDLER UNIT UNIT 2-D CARRIER FA4BNF024005 N/A 18,000 5 500 208/230/l/60 CU 12 REVERSE CYCLE CONDENSING UN I UNIT T 2 -E CARRIER 38BY6018301 12 18,700 N/A N_ A 208 /230/1 60 AH -12 AIR HANDLER UNIT UNIT 2-E CARRIER FA4BNF024005 N/A 18,000 5 600 208 230 1 60 CU -13 REVERSE CYCLE CONDENSING UNIT UNIT 2-F CARRIER 38BYGO18301 12 18,700 N/A N/A 208/230/l/60 AH -13 AIR HANDLER UNIT UNIT 2-F CARRIER FA4BNF024005 N/A 18,000 5 600 208/230/l/60 CU -14 REVERSE CYCLE CONDENSING UNIT UNIT 2-G CARRIER 38BYGOI8301 12 18,700 N/A N/A 208/230/l/60 AH -14 AIR HANDLER UNIT UNIT 2-G CARRIER FA4BNF024005 N/A 18,000 5 600 208/230/l/60 CU -15 REVERSE CYCLE CONDENSING UNIT UNIT 3_A CARRIER 38BY6018301 12 18,700 N/A N/A 208Z230/l/60 AFI -15 AIR HANDLER UNIT UNIT 3-A CARRIER I'A4BNF024005 N/A 18,000 5 600 208/230/l/60 - 6 CU 1 c� R CONDENSING REVERSE CYCLE UNIT UNIT 3-13 CARRIER R BBYG 18301 1 2 18,700 N A N A 208/230/l/60 AH -16 AIR HANDLER_ UNIT UNIT 3--B CARRIER -38BYGO18301 FA4BNF024005 N/A 18,000 5 600 208/230/1' /60 CU -17 REVERSE CYCLE CONDENSING UNIT UNIT 3-C CARRIER 38BYGO18301 12 18,700 N/A N A 2081/230/l/60 AH -17 AIR HANDLER UNIT UNIT 3-C CARRIER FA4BNF024005 N/A 18,000 5 600 208/230/l/60 CU -18 REVERSE CYCLE CONDENSING UNIT UNIT 3-D CARRIER 38BYGO18301 12 18,700 N A N A 208Z230/l/60 - AH 18 UNIT IR HANDLER I A NA DLE U UNIT U i �- .) D CARRIER _1 4 FA4BNF024005 N A 1 000 8, 5 600 208 230 60 CU --19 REVERSE CYCLE CONDENSING UNIT UNIT 3-E CARRIER 38BYGO18301 12 18,700 N/A N/A 208/230/1/60 AH -19 AIR HANDLER UNIT UNIT 3-E CARRIER FA4BNF024005 N/A 18,000 5 600 208/230/l/60 CU -20 REVERSE CYCLE CONDENSING UNIT UNIT 3-F CARRIER 38BYGO18301 12 18,700 N/A N/A 208/230/1/60 AH -20 AIR HANDLER UNIT UNIT 3-F CARRIER FA4BNF024005 N A 18,000 5 600 208/230/1Z60 CU --21 IREVERSE CYCLE CONDENSING UNIT UNIT 3-G CARRIER 38BYGO18301 12 18,700 N/A 208/230/l/60 AH -21 AIR HANDLER UNIT UNIT 3-G CARRIER. FA4BNF024005 N/A 18,000 3 _N/A 600 208/230/l/60 WU-22 THRU-WALL HVAC UNIT ELEV EQP RM CARRIER RCB051B 9.8 5,200 N/A 120 120/l/60 WU-23 THRU-WALL HVAC UNIT ELEV EQP RM CARRIER RCB051B 9.8 5,200 N A 120 12D/l/60 WU-24 THRU-WALL HVAC UNIT ELEV EQP RM CARRIER I RCB051B 9.8 5,200 N/A 120 _+_120 120/1 60 WU-25 THRU-WALL HVAC UNIT JELEV EQP RM CARRIER RCB051B 9.8 5,200 N/A 120/l/60 * AIR HANDLERS SHALL BE FITTED WITH A FIELD INSTALLED TXV VALVE TSTATCCPHP01 PROGRAMMABLE T -STAT. PROVIDE ONE SET OF THE ABOVE REGISTERS AND GRILLES FOR EACH TENET SPACE -M, DESCRIPTION MFG, MODEL CFM VOLT, AMPS EX -1 DUCTED VENTILATOR BROAN 684 8O CFM 9 0.25" SP TAG 54 GPH DESCRIPTION 1"** SUMP PUMP (ELEV. PIT)...... MFG. MODEL 0.298 kW,(�4/10 HP) N/A 120/1/60 CFM SIZE S-1 SUPPLY AIR REGISTER,SQUARE CONE DIFFUSER PRICE 7"0 12"x32" ASCDA 14-1- /3C/Bl 2 140 12"x12"x7" O S-2 SUPPLY AIR REGISTER,SQUARE CONE DIFFUSER PRICE 7"0/1 2"xl 2"/ASCDA 4 '- 3C Bl2 177 12"x12"x7"O S--3 SUPPLY AIR REGISTER,SQUARE CONE DIFFUSER PRICE 7"0/1 2"xl 2" ASCDA 4/- /3C/Bl 2 140 12"x12"x7"O S-4 SUPPLY AIR REGISTER,SQUARE CONE DIFFUSER PRICE 7" 12"x12" ASCDA 4 - 3C B12 82 12"x12"x7"O S-5 SUPPLY AIR REGISTER,SQUARE CONE DIFFUSER PRICE 4"0, 12"x12" ASCDA 4 - 3C B12 20 1211x12"x4"O S-6 SUPPLY AIR REGISTER,SQUARE CONE DIFFUSER PRICE 4"0 12"x12" ASCDA 4 -/3C B12 20 12"x127x4"O S--7 SUPPLY AIR REGISTER,SQUARE CONE DIFFUSER PRICE 4,"0/1 2" x12' ASCDA/4/- 3C B12 20 12 x12 7_x_4_"0 S-8 SUPPLY AIR REGISTER,SQUARE CONE DIFFUSER PRICE 7"o '12"x12" 'ASCDA 4 - /3C/Bl 2 120 12"x12"x7"O S-9 ISUPPLY AIR•, REGISTER,SQUARE CONE DIFFUSER PRICE 7"0/1 2"xl 2" ASCDA 4 - /3C/81 2 81 1211x12"x7"O R--1 IRETURN AIR FILTER GRILLE LOUVERED FACE PRICE 5DO F/30"x22" 800 30"x22" L--1 ITRANSFER GRILLE PRICE ATGH 28"X28" 1800 28"X28" 1 PROVIDE ONE SET OF THE ABOVE REGISTERS AND GRILLES FOR EACH TENET SPACE PROVIDE ONE BATHROOM EXHAUST FAN FOR EACH WATER CLOSET_ ROUTE EXHAUST DUCTING TO OUT OF THE BUILDING IN THE MOST DIRECT ROUTE POSSIBLE. TAG DESCRIPTION MFG, MODEL CFM VOLT, AMPS EX -1 DUCTED VENTILATOR BROAN 684 8O CFM 9 0.25" SP 120, 0.75 PROVIDE ONE BATHROOM EXHAUST FAN FOR EACH WATER CLOSET_ ROUTE EXHAUST DUCTING TO OUT OF THE BUILDING IN THE MOST DIRECT ROUTE POSSIBLE. • ONE WATER HEATER FOR EACH TENET SPACE * ONE SUMP PUMP FOR EACH ELEVATOR PIT 1. ALL MATERIALS, EQUIPMENT, AND WORK SHALL BE IN ACCORDANCE (IAW) THE REQUIREMENTS OF ALL GOVERNING REGULATORY AGENCIES AND CODES INCLUDING THE 20DO INTERNATIONAL MECHANICAL CODE (IMC), THE 2000 INTERNATIONAL ENERGY CONSERVATION CODE (IECC), ALL CURRENT STATE OF GEORGIA AMENDMENTS TO ;HE CODES, AND LOCAL REQUIREMENTS, 2, FURNISH AND INSTALL ALL AIR CONDITIONING UNITS, DUCT WORK, DUCT & REFRIGERANT TUBING INSULATION, DIFFUSERS, TEMPERATURE CONTROLS, SMOKE DETECTORS, EXHAUST FANS, MANUAL VOLUME CONTROL DAMPERS, AND FIRE DAMPERS IF REQUIRED, 3, PROVIDE CONDENSATE DRAINPIPES FOR THE ATR HANDLER UNITS TO BE CONNECTED TO A PLUMBING STACK. COORDINATE WITH THE PLUMBING CONTRACTOR AS NEEDED TO LOCATE :IUB DRAINS FOR CONNECTION OF THE CONDENSATE DRAIN PIPES, THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING THE HUB DRAINS AND CONNECTION OF CONDENSATE PIPES TO THE HUB DRAINS, 4, ALL FLEX DUCT SHALL BE U L, LISTED, CLASSIFIED AS A CLASS I AIR DUCT AND MEET ALL CODE REQUIREMENTS, 5, ALL DUCTWORK IS TO BE INDEPENDENTLY HUNG FROM STRUCTURAL MEMBERS IN AN APPROVED MANNER. . ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IAV THE 2000 IMC, 2000 IECC, ALL CURRENT STATE OF GEORGIA AMENDMENTS TO THE CODES, AND LOCAL REQUIREMENTS. T FURNISH A WRITTEN GUARANTEE COVERING A ONE YEAR PERIOD FOR ALL NEW EQUIPMENT AND AN ADDITIONAL FOUR YEAR PERIOD FOR THE COMPRESSORS IN THE AIR CONDITIONING UNITS. B. UPON COMPLETION OF THE HVAC SYSTEM INSTALLATION, PERFORM A COMPLETE TEST AND BALANCE OF ALL EQUIPMENT AND FURNISH THE OWNER WITH A WRITTEN REPORT INDICATING THE TEST/BALANCE PROCEDURE AND THE TEST RESULTS. 91 INSULATE ALL DUCTING; USE A MINIMUM OF R8 INSULATION ON DUCTS EXPOSED TO THE OUTSIDE AIR OR IN AN UNCONDITIONED SPACE. USE R4 ON ALL OTHER DUCTING. 10. INSULATION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 50. IL THE LAST 5 FEET OF ROUND DUCT RUN OUTS TO DIFFUSERS MAY BE FLEX DUCT, THE HVAC CONTRACTOR SHALL PROVIDE FLEX DUCT STRAPS WHERE NEEDED. 12. PROVIDE METAL SPIN -IN COLLARS FOR ROUND DUCT TAKEOFFS FROM THE TRUNK DUCT, THE SUPPLY TAKEOFFS SHALL BE FITTED WITH MANUAL AIR VOLUME DAMPERS WITH LOCKING QUADRANTS AND AIR SCOOPS, SEAL TRANSVERSE DUCT JOINTS WITH DUCT FABRIC TAPE AND MASTIC TYPE DUCT SEALER, 13. ANY CHANGE IN THE SPECIFIED EQUIPMENT MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE, THE HVAC CONTRACTOR IS PERMITTED TO MAKE ADJUSTMENTS TO THE DUCT LAYOUT TO IMPROVE AIR DISTRIBUTION. 14. THERMOSTATS SHALL BE PROVIDED BY THE HVAC CONTRACTOR AS APPROVED BY THE OWNER'S REPRESENTATIVE, THERMOSTATS ARE TO BE DIGITAL, 2 -STAGE BEAT, 1 -STAGE COOL, WITH 4 EVENT PER DAY, 7 DAY FULL FEATURE PROGRAMMING, UNLESS OTHERWISE DETERMINED BY THE OWNER'S REPRESENTATIVE, LOCATION OF THE THERMOSTAT SHOULD BE NEAR THE SALES AREA RETURN REGISTER AT THE DISCRETION OF THE OWNER'S REPRESENTATIVE, 15. FILTERS ARE TO BE INSTALLED IN ALL AIR HANDLER UNITS, ASSURE THAT THE FILTER RACKS ARE EASILY ACCESSIBLE FOR REGULAR SERVICE, 16, SUPPLY THE OWNER WITH COOLING LOAD VERIFICATION FOR AIR CONDITIONING UNITS PRIOR TO ORDERING EQUIPMENT, 17. THE MECHANICAL EQUIPMENT SHALL BE INSTALLED SO THAT IT IS EASILY ACCESSIBLE FOR MAINTENANCE AND REPAIRS AND THE UNITS ARE PROVIDED WITH PROPER CLEARANCE AS RECOMMENDED BY THE UNIT MANUFACTURER TO ASSURE PROPER UNIT OPERATION, 1B. THE CONDENSER UNITS SHALL BE MOUNTED ON THE ROOF TOP. THE CONDENSER UNITS SHALL BE LEVELED AND SHALL BE NO LESS THAN 5' FROM ANY SIDE PLANE OF THE BUILDING. PERMANENT MEANS TO ACCESS THE ROOF SHALL BE PROVIDED EITHER BY STAIRS AND AN ACCESS HATCH IN THE ROOF, PERMANENT LADDER AFFIXED TO THE BUILDING EXTERIOR OR OTHER MEANS ACCEPTABLE TO THE AHJ. i RU 19, REFRIGERANT TUBING SHALL BE ROUTED BETWEEN EQUIPMENT IN AS DIRECT A PATH AS IS POSSIBLE, IN NO CASE SHALL THE MANUFACTURER RECOMMENDED MAXIMUM TUBINGN LENGTHS BE EXCEEDED. ALL REFRIGERANT TUBING PENETRATIONS THROUGH FIRE RATED BOUNDARIES SHALL BE SEALED WITH SIRE BLOCKING MATERIAL OR HEAT REACTIVE PENETRATION GLANDS SUCH AS THOSE MANUFACTURED BT PROSET, INC, o23,;V".r } I I_; code _t%! x�' ,sr+'y si�`l,dir?ett13 E,�; r'q l r TAG DESCRIPTION MFG,. MODEL POWER (kW) RECOVERY VOLTS WH -1 * ELECTRIC WATER HEATER RHEEM 81 V40D 9kW (20 4.5kW) 54 GPH 240/1/60 1"** SUMP PUMP (ELEV. PIT)...... LITTLE GIANT LGB........... 0.298 kW,(�4/10 HP) N/A 120/1/60 • ONE WATER HEATER FOR EACH TENET SPACE * ONE SUMP PUMP FOR EACH ELEVATOR PIT 1. ALL MATERIALS, EQUIPMENT, AND WORK SHALL BE IN ACCORDANCE (IAW) THE REQUIREMENTS OF ALL GOVERNING REGULATORY AGENCIES AND CODES INCLUDING THE 20DO INTERNATIONAL MECHANICAL CODE (IMC), THE 2000 INTERNATIONAL ENERGY CONSERVATION CODE (IECC), ALL CURRENT STATE OF GEORGIA AMENDMENTS TO ;HE CODES, AND LOCAL REQUIREMENTS, 2, FURNISH AND INSTALL ALL AIR CONDITIONING UNITS, DUCT WORK, DUCT & REFRIGERANT TUBING INSULATION, DIFFUSERS, TEMPERATURE CONTROLS, SMOKE DETECTORS, EXHAUST FANS, MANUAL VOLUME CONTROL DAMPERS, AND FIRE DAMPERS IF REQUIRED, 3, PROVIDE CONDENSATE DRAINPIPES FOR THE ATR HANDLER UNITS TO BE CONNECTED TO A PLUMBING STACK. COORDINATE WITH THE PLUMBING CONTRACTOR AS NEEDED TO LOCATE :IUB DRAINS FOR CONNECTION OF THE CONDENSATE DRAIN PIPES, THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING THE HUB DRAINS AND CONNECTION OF CONDENSATE PIPES TO THE HUB DRAINS, 4, ALL FLEX DUCT SHALL BE U L, LISTED, CLASSIFIED AS A CLASS I AIR DUCT AND MEET ALL CODE REQUIREMENTS, 5, ALL DUCTWORK IS TO BE INDEPENDENTLY HUNG FROM STRUCTURAL MEMBERS IN AN APPROVED MANNER. . ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IAV THE 2000 IMC, 2000 IECC, ALL CURRENT STATE OF GEORGIA AMENDMENTS TO THE CODES, AND LOCAL REQUIREMENTS. T FURNISH A WRITTEN GUARANTEE COVERING A ONE YEAR PERIOD FOR ALL NEW EQUIPMENT AND AN ADDITIONAL FOUR YEAR PERIOD FOR THE COMPRESSORS IN THE AIR CONDITIONING UNITS. B. UPON COMPLETION OF THE HVAC SYSTEM INSTALLATION, PERFORM A COMPLETE TEST AND BALANCE OF ALL EQUIPMENT AND FURNISH THE OWNER WITH A WRITTEN REPORT INDICATING THE TEST/BALANCE PROCEDURE AND THE TEST RESULTS. 91 INSULATE ALL DUCTING; USE A MINIMUM OF R8 INSULATION ON DUCTS EXPOSED TO THE OUTSIDE AIR OR IN AN UNCONDITIONED SPACE. USE R4 ON ALL OTHER DUCTING. 10. INSULATION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 50. IL THE LAST 5 FEET OF ROUND DUCT RUN OUTS TO DIFFUSERS MAY BE FLEX DUCT, THE HVAC CONTRACTOR SHALL PROVIDE FLEX DUCT STRAPS WHERE NEEDED. 12. PROVIDE METAL SPIN -IN COLLARS FOR ROUND DUCT TAKEOFFS FROM THE TRUNK DUCT, THE SUPPLY TAKEOFFS SHALL BE FITTED WITH MANUAL AIR VOLUME DAMPERS WITH LOCKING QUADRANTS AND AIR SCOOPS, SEAL TRANSVERSE DUCT JOINTS WITH DUCT FABRIC TAPE AND MASTIC TYPE DUCT SEALER, 13. ANY CHANGE IN THE SPECIFIED EQUIPMENT MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE, THE HVAC CONTRACTOR IS PERMITTED TO MAKE ADJUSTMENTS TO THE DUCT LAYOUT TO IMPROVE AIR DISTRIBUTION. 14. THERMOSTATS SHALL BE PROVIDED BY THE HVAC CONTRACTOR AS APPROVED BY THE OWNER'S REPRESENTATIVE, THERMOSTATS ARE TO BE DIGITAL, 2 -STAGE BEAT, 1 -STAGE COOL, WITH 4 EVENT PER DAY, 7 DAY FULL FEATURE PROGRAMMING, UNLESS OTHERWISE DETERMINED BY THE OWNER'S REPRESENTATIVE, LOCATION OF THE THERMOSTAT SHOULD BE NEAR THE SALES AREA RETURN REGISTER AT THE DISCRETION OF THE OWNER'S REPRESENTATIVE, 15. FILTERS ARE TO BE INSTALLED IN ALL AIR HANDLER UNITS, ASSURE THAT THE FILTER RACKS ARE EASILY ACCESSIBLE FOR REGULAR SERVICE, 16, SUPPLY THE OWNER WITH COOLING LOAD VERIFICATION FOR AIR CONDITIONING UNITS PRIOR TO ORDERING EQUIPMENT, 17. THE MECHANICAL EQUIPMENT SHALL BE INSTALLED SO THAT IT IS EASILY ACCESSIBLE FOR MAINTENANCE AND REPAIRS AND THE UNITS ARE PROVIDED WITH PROPER CLEARANCE AS RECOMMENDED BY THE UNIT MANUFACTURER TO ASSURE PROPER UNIT OPERATION, 1B. THE CONDENSER UNITS SHALL BE MOUNTED ON THE ROOF TOP. THE CONDENSER UNITS SHALL BE LEVELED AND SHALL BE NO LESS THAN 5' FROM ANY SIDE PLANE OF THE BUILDING. PERMANENT MEANS TO ACCESS THE ROOF SHALL BE PROVIDED EITHER BY STAIRS AND AN ACCESS HATCH IN THE ROOF, PERMANENT LADDER AFFIXED TO THE BUILDING EXTERIOR OR OTHER MEANS ACCEPTABLE TO THE AHJ. i RU 19, REFRIGERANT TUBING SHALL BE ROUTED BETWEEN EQUIPMENT IN AS DIRECT A PATH AS IS POSSIBLE, IN NO CASE SHALL THE MANUFACTURER RECOMMENDED MAXIMUM TUBINGN LENGTHS BE EXCEEDED. ALL REFRIGERANT TUBING PENETRATIONS THROUGH FIRE RATED BOUNDARIES SHALL BE SEALED WITH SIRE BLOCKING MATERIAL OR HEAT REACTIVE PENETRATION GLANDS SUCH AS THOSE MANUFACTURED BT PROSET, INC, o23,;V".r } I I_; code _t%! x�' ,sr+'y si�`l,dir?ett13 E,�; r'q l r ISLANDS IENGINEERING,PC GA. LIC. NO. PEFD03M 110 HOLCOMB STREET SAVANNAH, GEORGIA TEL 91.2-356--9035 FAX 912-356-5958 IREVISION: ALP", 2 4. �~ ISLANDS IENGINEERING,PC GA. LIC. NO. PEFD03M 110 HOLCOMB STREET SAVANNAH, GEORGIA TEL 91.2-356--9035 FAX 912-356-5958 IREVISION: --- -�LLj Lu _j IHS � ! ` ADJACENT TENET SPACE HVAC LAYOUTS ARE AMIRROR IMAGE OF THE TENET SPACE SHOWN. - %TYPICAL HVAC ARRAN ' . t-__-7 ~ E1.0 SCALE: NO SCALE RECEPTACLE, DUPLEX MOUNTED 18 INCHES ABOVE FINISH FLOOR (AFF) UNLESS OTHERWISE SHOWN. "UC” DENOTES UNDER CABINET A VOICE -DATA OUTLET VERIFY WITH OWNER AND "50"" DENOTES 50 INCHES AFF A CAN OUTLET VERIFY WITH OWNER RECEPTACLE, DUPLEX, "GFi" GROUND FAULT CIRCUIT INTERRUPTER, MOUNTED AT HEIGHT SHOWN. GROUND FAULT CIRCUIT INTERRUPTER O 110 VOLT SMOKE DETECTOR REQUIRED AT LOCATIONS SHOWN ON THE PLAN AND SHALL BE WITH 9 VOLT BATTERY BACKUP REQUIRED AT ALL LOCATIONS WITHIN 5-0 OF SINK OR LAVATORY, ILLUMINATION FOR FIXTURE TYPE WITH "E" SUFFIX. 5. PROVIDE WITH UNIVERSAL MOUNT FOR CEILING, SIDE OR BACK MOUNTING, 6.NL DESIGNATES NIGHT LIGHT( CONSTANTLY ENERGIZED) s HORN ALARM SYSTEM NOTES & LEGEND E 1 . (}SCALE: NO SCALE SHEET NO. E1.0 1 1 � GHTIN Fl FIXTURE (�: � S � H SCHEDULE R E D -U L E BASS t7F DESIGN: NUTF'IER FTRE<ALARM SYSTEM -E LTIPMBNT Q . � G ' ` DRUM OR CAN, AS SHOWN ON PLAN AND AS INDICATED IN F,reWarden 100 Addressable.:FireElie Afarm_Con roi with CI �galAlarm Coml .,. � _ v zo , � '. MANUFAGT R R CATALOG N0. LAMPS NO WATTSD. VOLTAGE MOUNTING NOTES. FIXTURE :SGHEDU LE NOT .BG12LX Addressobte: Pull.:Station_ A OWNER SELECTED DRUM LIGHT 8Q WATT" 1 6Q ` 120 SURFACED . NP -1.00 Intelligent Addressable -:Photo. Detector '' ._ > C NP -11 R Intelligent Addressa ie Heat Detector, Rate. of '.Rise ,.-• as �. �.. 4 FLUORESCENT FIXTURE, SURFACE. MOUNT ALPHA CHARACTER ' :EMERGENCY B OWNER SELECTED VAPOR TIGHT 6 0 1 60 12O RECESSED ', ; : o maN M 100 Dual Zone Monitor: ,Madulee tn� tar a flaw switch and � ,€, DENOTES TYPE E. DENOTES INSTALLED WET LOCATION INSULATED CEILING RATED . within the some room. - A,I INDICATED, ND CATED ,iN THE SCHEDULE: o n e flaw c -1 Monitor hlZM 00 Zone to Module use. to. m nitor a sl Itamper, O i - C LITHONIA SL 7.32 2Q DL EE'GEB 32 WATT T8 2 32 120 SURFACE - IS IN.:, ATED EL 0 OSE FIXTURES DESIGNATED roof ull station. _ _ 4 4 WAY WALL MOUNTED _48 AFF .UN N W , E LESS NOTED OTHERWISE. - ., `' M F AS Y FIXTURES E ERGENC ES U - _ r. 1 R A a NC 0 dd ess e Rea Mo Q b due. 3 f r el uatar In rf o e to ace.. .. r 'PRODUCTION C6 r�E h• AN . N ., p R� ROpUC 10 _ D OWNER SELECTED 120 SURFACED _elevate . l r ll I Hoar' v reca n f e e ato a ter ate soar `:and : firerrian s ..warnln -. Tarn when sr 9 p 0. DRAWNGS _. 3 $3 ' 3WAYWA L SWITCH,:: MOUNTED 48„ AFF UNLESS NOTED OTHERWISE. machine room,. NB _12LOB:MAN L PULL STATION_W1 H WBB. BOX WEATHERPROOF: 1. ,TD.RA_..W1aG-:iS A.INRuM ENT _S SERVIC_ .Ap RE�Alvy7hr, ,}PcRiY.LOF EFMR MR 13FSR 26Q 2 12O EL 26 W 2 120 SURFACE _ S FOR THOSE FIXTURES DESIGNATED (Pull100 ZONEMODU Eto mak . �t addressable (Full Station re ul es a NZM eAS ,HIS .N W.LIAM.. ENGINEERING, $ BENrIE GKENALL P. E.r 1_N 7roe:�� R�o�cEp aMpPIA.B , , EM _. Horn _ �ORiEp IN. NuOTE. OR PART, WITHOUT IR177 c NP1224MC.H SWITCH. ROUGH .SERVIGE 6Q WATT. 1 6Q SURFACE VAPOR TIGHT FOR ELEVATOR PITLITHONIA 224MCStrobe = PERMISSION .RWALL ISTp.BE R£RPEG..JPCPS REQUEST,120 , : . 1. P 224MCK Weatherproof ` Horn Strobe _ .. BRANCH CIRCUITDENOTE OR. F ED RR N EXPOSED. HASH MARKS S1224M K Weather` roof ,n A,_ _s7.ATN£p. HEp� N ARE VALIp 0 . NUMBER AWG CONDUCT0RS UNLESS NOTED OTHERWISE. A OWNER SELECTED RECESSEDCAN LIGHT b 1 Q R ESSED 1NSULA7ED CEILINGRATED • H1224 Horn , _ ,.r rHuRI INAL DRAWlNG0P_Y.A�� ,. ; _ GREEN INSULATED GROUNDING CONDUCTOR SHALL B£ RUN IN ALL H 1224k Weather Proof Horn _ 3 . p© UO. SCALE:DhE%S,ON_ FRIM; F?iNTS' . -: N CIRCUITS. I T T .BRA CH C GU S AND S NO SHAWN BY HE HASH..MARKS. BATHL G A5 PLANS AND ;L DETAILS N T AWAY R N . _. E L5 � o� s�An .. _ {� _ SELECTED ' 120 SURFACE FIRE LEGE�D E:. u5E Or,_L T RNOWNER LWILIA�UGiNEC S�hGWiALARM �_.LA5P4DOOR E M. ' H CIRG IT 0R.FEEDER R NCONCEALED IN. WALLS 0R CEILING. .: _T4 xCAL E 2 ....G R;. 'rAfcIAT, DECORATIVEBRAN HASH MARKS DENO E N BER OF 1 .AW� CO DUC S, U LESS .0TF K 'OWNERSELECTEDCTED T8 3 2 120 SURFACE _- KITCHEN-FIXTURE ai,os MUS �.«� �,. MANUAL PULL STATIONN "� �l��trla . ...�O. ..E.N..5ON.:5..._lv.c.._..,.O._R.�C. � ACADFLE. TED OTHERWISE. AGR EN INSULATED GROUNDING CONDUCTOR ,,. t»�1 _I: BERUN IN ALL BRANCH CiRCUITS AND IS NOT SHOWN BY HASH MARKS. LQMS W 3 R.12Q ELN DL LED 1 28 12Q CEILING 5 WITH $ATTERY BACK _UP lateSHALL _ � f1 �-`X•LITHONIA �13sATHE SMOKE DETECTOR EAN.dwgiJ/AS SHOWN PLNOTE ,„.. 0 HP -1 M MOTOR CONNECTION EQUIPMENT AS SHOWN. FINAL CONNECTION FROM FIXED SAFETY SWITCH OR J -80X. SHALL BE WITH LIQUID -TIGHT FLEXIBLE CONDUIT. MOTOR :HP SHOWN IS APPROXIMATE. FIXTURE NOTES (1, 2, & 3 APPLY ALL FIXTURES): FIXTURE NOTES (GENERAL): HORN STROBE PROJECT NAME: BRASS RAIL 11 SIZE 11 ELEC..RISM NOTES, & SCHED. 1. ONLY LAMPS MANUFACTURED BY PHILIPS, SYLVANIA, AND GE CO. WILL BE ACCEPTED. 1, FINAL SELECTION OF ALL LIGHTING FIXTURES SHALL BE MADE C GENERAL DUTY SAFETY SWITCH. SIZE AND TYPE SHALL BE VERIFIED BY THE OWNER/CONTRACTOR. S CEILING MOUNTED STROBE DRAwIrTeNo. AND APPROPRIATE. SIZE FURNISHED AFTER FINAL EQUIPMENT SIZE IS 2. LAMPS SHALL BE PROVIDE WITH ALL. NEW FIXTURES: SELECTED. 1 OF � , ! 3. FIXTURE MANUFACTURER IS SHOWN FOR BASIS OF DESIGN. APPROVED EQUIVALENT �r i 7��n T IGHTING SCHEDULE CEILING MOUNTED HORN STROBE XFJT NAMES: �-+ EGEND a JUNCTION OR OUTLET BOX, SIZED PER NEC. WILL BE ACCEPTED. E 1.0 J SCALE: NO SCALE E SURFACE/FLUSH MOUNTED LOADCENTER SEE PANEL SCHEDULES 4 PROVIDE BDDINE B50ST FLUORESCENT EMERGENCY BALLAST FOR EMERGENCY E1.0 SCALE: NO SCALE RECEPTACLE, DUPLEX MOUNTED 18 INCHES ABOVE FINISH FLOOR (AFF) UNLESS OTHERWISE SHOWN. "UC” DENOTES UNDER CABINET A VOICE -DATA OUTLET VERIFY WITH OWNER AND "50"" DENOTES 50 INCHES AFF A CAN OUTLET VERIFY WITH OWNER RECEPTACLE, DUPLEX, "GFi" GROUND FAULT CIRCUIT INTERRUPTER, MOUNTED AT HEIGHT SHOWN. GROUND FAULT CIRCUIT INTERRUPTER O 110 VOLT SMOKE DETECTOR REQUIRED AT LOCATIONS SHOWN ON THE PLAN AND SHALL BE WITH 9 VOLT BATTERY BACKUP REQUIRED AT ALL LOCATIONS WITHIN 5-0 OF SINK OR LAVATORY, ILLUMINATION FOR FIXTURE TYPE WITH "E" SUFFIX. 5. PROVIDE WITH UNIVERSAL MOUNT FOR CEILING, SIDE OR BACK MOUNTING, 6.NL DESIGNATES NIGHT LIGHT( CONSTANTLY ENERGIZED) s HORN ALARM SYSTEM NOTES & LEGEND E 1 . (}SCALE: NO SCALE SHEET NO. E1.0 1 UP 0 HP SHEET NO. viul WPI I - GFI HP -17 EM 2 m DRAWINGNO. N . � . _ 3 OF 6 XREF NAAMS.- 1 ST FLOOR PLAN -ELECTRICAL E2.2 SCALE: 1/8"=l' -O" t I TO 2ND-@ W� TO 2ND�O Bedroom 3 Bedroom 2 Bedroom 2 Bedroom 3 Bedroom 3 SHEET NO. 1 3RD FLOOR PLAN -ELECTRICAL SCALE: 1/8„=i'-0„ E2.2 N N -FDOOR TO 2NDO Linen "101 BRS RAIL ]a c TO 20�@ LOQ - ELECTRI CALAS ,FL CIO. 2 C lb. 2 Bedroom 3 DRAWING NO. Bedroom 3 bedroom 3. Bedroom 3 4 OF 6 Bedroom 2 Bedroom 2 Bedroom 2 NAMES. SHEET NO. 1 3RD FLOOR PLAN -ELECTRICAL SCALE: 1/8„=i'-0„ E2.2 N 1 UNIT PLAN, TYPICAL-ELECTCAL t2.3 SCALE: 1/4 1'-C„ SHEET NO. 5 ■ i _ PANEL TYPEPANELTYP MOUNTE7 NEMA_3.R MAIN BUS _RATING.,. 6Q0E HP SURFACE MOUNTED NEMA—R MAW BUS RATINGH.:: 1OCSURFACE ,.. BREAKER. N0. OF POLES FRAME TRIP MLO MAIN BREAKER.. NO. OF POLES FRAME TRiPTYPE T YPE MLOMAIN I 1 BASEVOLTAGE. VOLTAGEBREAKE� _ 08203P IN INTERRUPTING CAPACITY SYM:AMPS 4 208 1203PH A SE 22 OQQM1NI UM B EAKER iNT RR PTING CAPAC€TY RMS SYMAMPS NOTES: Es 1 1. BREAKER AIC RATING IS BASED UPON INFORMATION FURNISHED BY SAVANNAH ELECTRIC. I_ BRANCH CIRCUIT L AD BRANCH CIRCUIT DEVCE DEVICE BRANCH CIRCUIT RHASE LOAD BRANCH CIRCUIT ITPHASE DEVICE. VOLT AMP: VOLT AMP 2. PROVIDE AN ACCURATE TYPED DIRECTORY IN EACH PANEL. W DESiGNAT(ON VOLTS ` VOLTS DESIGNATION w cn cn DESIG ATi N UOLTS _ UOLTS N DESIGNATION �>z1 THE THE NAME OF PANEL_ 3. PROVIDE A NAMEPLATE IN P EL VOLTAGE, RAT€NG TYPE FA L T CU NTRAT€ G, i :cnn ,r n AMPS z PNASE A PHASEBPHA5E C aAMPS z ©cn � a AMPS PHASE APHASE $ PHASE C AMPS on _ 2 � -R:E R, GLUEDANDSORE SCREWED PLACE. AND ORIGINATION. PROVIDE A NAMEPLATE ON, PANEL COVE J w .I . 3 : ELEVATOR—1 EQUIP 1 1 1 2150 20, 3ELEVAT R.. PIT 1 PIT PUMP 1 2 FIREAL CTRL PN L 1 20 4ALL RECEPTACLE AND LIGHTING. CIRCUITS €N EACH BEDROOM OOM SHALL BE ARCH FAULT TYPE Lo 7,133 3 7133 � 20 1.ELEV.AT R :.::PIT 1 R :C,L€G"HT 4 TEL BBD REG 1 20 5. ALL FIRS_ FLOOR C U SHALL BE . 25 AMP POLE ALL -. ..ui,-;«, w . : • �x ,_- . 7 133 6. 20 1 . ELEVATOR ROOM 1 LIGHTS REC 5 6 PARKNG LIGHTS 1 207.1335 "2 SECpNOAND THIRD FLOOR SHALL BE 20 AMP 2 POLE LE cn , _ 3 ELEVATOR.2 EQUIP 7 1337:7 . . 13315fl 8 20 1 ELEVATOR:'.1 CAR LIGHTS 7 8 PARKING LIGHTS 1 20 : 7 133: 9 7 13 3 _ _ 10 20 1 . ELEVATOR ROOM 1 WU- 9 10 PARKING. LIGHT : S 1 20 R FAULT . K FOR ' CIRCUIT 6 PROVIDE GROUND UL BREAKER CCU r �. ..., I 7.133 1 1 7 133__ 1 2 _ 20 1 ELEVATOR .PIT 2 . PIT PUMP 11 12 STAIRWELL 1 LIGHTS 1 20 FEEDING EEd NG JAGU�ZI _,. ,n o ... , . W- F_? ".. 150 3 ELEVATOR EQUIP 7 1'33 13 7 .133 14 ; 24 : 11 ELEVATOR PIT 2 REC LIGHT 13STAIRWELLc7 14 2 LIGHTS 20 _ ..3 _ „ . 7 133 15 7..,1;33 . _ 16 .. 20.:1 ELEVATOR ROOM 2 LIGHTS"REC 15 16 STAIRWELL 3 LIGHTS 1 20 o a r- .; E� z a; ..� , ,. 7 1,33 17 18 20 1 ' ELEVATOR 2 CAR . LIGHTS 17 18 STAIRWELL STAR ELL 4 LIGHTS 1 20 . > 150 3 ELEVATOR 4 EQUIP 7,-1.:33 19 7,133 20 2Q 1 ELEVATOR ROOM 2 WU 1 ' 9 ` 20 ELEC. ROOM R EC , 1 20 _. , 7 133. 21 7 133 22 20 ,, 1 ELEVATOR I PIT 3 IT PUMP P UM 21 22 PRKG LEVEL SUMP 1 20 7,133 , 23 7,133 2 20 1 - ELEVATOR.. R€T 3 REC LIGHT , 23 . _ 24 PARKING REC 1 20 ; 1 Q0 3` PANEL HP 25 6 50t} . , 26 20 1 ELEVATOR ROOM R 3. LIGHTS EC , 25 26 PARKING :.REC 1 20 :. 27 65t70 28 20 1 ELEVATOR El E 3 CAR LIGHTS 27 28 AIRW 1 ST ELL ,2 REC 1 20 : 29 �;�oQ 3 Q ;. 20 1 -ELEVATOR ROOM” 3 WU 29 3Q STA[RWELL 3 4 REC 1 20 �, . .'-.., . t„r . M �#'a,?u� � .., . , , _.�,. COP7RiGHTAND REPRODUCTION OF GRA6"7,PaGS t I 150 3 F R P©OL PANEL(FUTURE) - . 31 14' 150 32 .. 20 1. ELEVATOR ELEV PIT 4 -PIT: PUMP 31. 32 SPARE 1 20 a, x ...�v 1 �, ,b _� _ � �,. �.�, : q � st ale _ i � -r J � . JiiS DRAtv.NG, S AN-iN54RLU�rtf 0, I , 33 34 20 : ,.1..E LEVATOR P€T 4, REC LIGHT 33 34 SPARE 1 '20 � ST �,� n &q+��s►t� , Z,._7 SERVICE AND REMAINS T1?_ ?RO ERTt OE i. WILLIAMS ENCINEER,UG.;B NrJ1, G..a�t,LLAMS, „. 35 14 1 36 20 1 ELEVATOR ROOM 4 ,LIGHTS EC , 35 „ 36 SPARE 1 2Q � Y1i� rf - - �, E, IT IS NO, O BE REPRODUCE „ R :. 150 3 SPACE 3 7 38 20 1 ELEVATOR 4 CAR LIGHTS 37. 38 SPARE 1 20 ;,v� nrgt� D� I . . COP( D,,;N WHOLE .OR, PART i 17HOUT ;tVRi T N 40 201 ELEVATOR: ROOM 39 40 SPACE ..rPERMIaSiOPJ: J' IS :TO .BE RETURNED" UPON R EJ�E57:39 42 20 ROOFTOP REc 414a 4 2 SPACE AS STA7ECxERO_.. _. .. 'JARE LN.. SCALES :TOTAL49 182 4 :. . 49 182 L0 D 147 5 CONNECTED fi VA TOTAL < 9,127 9 233 8 983 T0TAL , CONECTED LOAD 2 VA ,. W-.NGONLY. RR.• _343THE 0R,GINA . GTOTAL .� , : ,182 TOTAL LOAD UA TOTAL DEMAND LOADT :. NTS ... _,,. :a FROM. PR[ s. JD N4 SCALE-DIMENS,G , ,.. Al '"'AR ' :Fd T• A WAl' ' RAWN PLANS ANO .DET L� E D t S D f^� r E 1, ,.�, J i I �o�i i f�1@��1 �� ,� I � ((a t�itt Q Ai�itilV 7 5C .0DIMENSIONS'.t„ ,1 OR CON,.ULT .. 0 ALE .SE.vE ,. „_ . W. IA,M GI R.N 1NI W. ttA6-0 P.t..-" , .. LL SEN NEL.._ G.. BcP_ :..G S, - . ;.I ., .. pp.�q /� wry . , I.. . ., m DE a6/�i/ F.�F 1_.187 1lp�II rE .00[,1S _ a SE n,�ilu�, L�ia91 �.€��51&��.1�i6�7r RT FI 71OtJ. rOR .FU hER CLAftf CA I-_i€:� it''sst t, 4;Ii��°`:,.Y IGC �i6l,I.�° FFpp�w ' .. . : _ e r fir, n s'„ y µµ; , 11 ppl^1• e . atl m _.r a ...n , , &�v � S �n (y a B Cr fns IF. C'.i v }�4aar :..a. •I:, r It' ACRD FILE: i.S„ 5.L _ P ..a. L Kt { 5�'� ! , I J Via ; ; , , �r s t ; 19 � � �� M �� 3. r� s ra _ E PLAN dwg1D AS SHCJWN f I ! �f P19 I l P til r ly E` g rr s P �UIT I T RUPTERJ ) LISTED TO P IR BVI D E PROTECTION OF THE `NTIREZ BRANCH CIRCUIT. PROPECT NAME: BRASS RAIL 11 ELECTRICAL PANELS �1ANEL SCHEDULES E SCALE: NONE SHEET NO. 1_ 6 ___ PLUMBING FIXTURE SCHEDULE FIXTURE LOCATION SPECIFICATION SUPPLY DRAIN WATER CLOSET 1 EACH BATHROOM AMERICAN STANDARD Y2" C -W" 3 2' DRESSM COUPLING & POWDER ROOM CADET WATER SAVER WTH TYPE ZI)t STAINLESS STEEL se BRASS NIPPLE :NIPPLE SHOWER MASTER SYMMONS, 1---737—LCF J/2" C.W. 2' Y2" H.W. R 2,.ML wNt IN YAM BOX WIN MALE IN BATHROOMS McGUIRE, 1266A IS Lf.- Di. PIPE BATH TUB BATHROOMS AMERICAN STANDARD 3/2" C.W- 2 3, COORDINATE WITH THE MECHANICAL CONTRACTOR TO DETERMINE APPROPRIATE LOCATIONS FOR HUB DRAINS- TO SERVE THE WATER HEATER DRAIN/RELIEF, AND FOR THE HVAC CONDENSATE CONNECTION, PROVIDE HUB DRAIN CONNECTIONS. THE: MECHANICAL (AS SHOM ABOVE) PRINCETON 2395.202 ICH ALL,l' AND t TAPS ON WMEK LINES SMALLER THAN 6' (SM INCHM) WILL REMM )/2" H.W. LAVATORY 1 EACH BATHROOM AMERICAN STANDARD )/2" CX V2 Y2 " H.W. & POWDERROOMAQUALYN, lY4" TRAP DISHWASHER/ KITCHEN, ZURN, 21024-4 Y2 " H.W. �/V' X HUB DRAIN 1 EA. UNIT BASE ELL CONCRETE AROUND JOINT AROUND INSULATION. DOUBLE SINK KITCHEN, AMERICAN STANDARD Y2"CX 2" Y2" H.W. 131_l�R L 1 EA. UNIT DOUBLE BOWL 7144.803 WASH. MACH./ LAUNDRY CLOSET, ZURN, Z1025-2 / J2" C. W. 0/2" X 2" Y2 " H.W. HUB DRAIN 1 EA. UNIT NTS.P W&S DEPT, FOR THEIR COMMENT/RECORD, MECH. CLOSET APRIL I. 9, THE WATER SERVICE LATERAL SERVING THE FACILITY SHALL BE INSTALLED 13Y THE DEVELOPER/CONTRACTOR FROM: THE WATER WATER HTR/ 1 EA. UNIT ZURN, Z1 — 4 024 3 /4 " C.W. X 1Y" HUB DRAIN LATERAL, 10, ALL WATER FOR CONSTRUCTION SHALL BE METERED THROUGH AN APPROVED BACK FLOW PREVENTION DEVICE AND FIRE HYDRANT 1 EACH METER OBTAINED FROM THE CITY OF TYBEE ISLAND: CONVEYANCE AND DISTRIBUTION DEPARTMENT. AIR HANDLER AIR HANDLER ZURN, 21024-4 N/A X 1Y2"HUB DRAIN AND STORED WHERE THEY WILL BE PROTECTED AND WILL NOT BE HAZARDOUS TO TRAFFIC. THEY SHALL AT ALL TIMES BE HANDLED ICE MAKER KITCHEN, TBD X2" CX N A SUPPLY 1 EA. UNIT 110 HOLCOMB STREET ANY DEFECTIVE, DAMAGED.- OR UNSOUND PIPE SHALL BE REJECTED, ALL FOREIGN MATTER OR DIRT SHALL BE REMOVED FROM THE WATER HEATER 1 EACH RHEEM 81 V40 -3 " /4C.W. DURING AND AFTER LAYING.: CARE SHALL BE TAKEN TO.PREVENT DIRT FROM ENTERING TO JOINT SPACE. DURING INSTALLATION; WHEN UNIT 40 GALLON THE PIPE LAYING IS NOT IN PROGRESS, A MECHANICAL JOINT PLUG OR CAP, OR APPROVED EQUAL, WILL BE USED TO FORM A WATER SUMP PUMP 1 EACH LITTLE GIANT L08 SERIES 4 HP W1 SUMP %"x2" -90 ELEVATOR PIT TO SWCH &15' CORD PICKUP PROPERTY LINE— PLUG OR mm. e DIAMETER D.I. P,Vt. PIPE WITH.PWC 141K. PLACE AGA267 UNDISTURBED SM lFf I.Otir COW. 'REIE SUPPORT CENTER ON TEE NOM I m I- IN ROAMAM e SEWER LATERALS VARIES TO M MERCER TO PROPERTY LINE. LOCATION OF LATERAL. ,TO:ffE NNM WITH A, oN mmx=0-FCiR ECC SHOW LOCATIONS On RECORD'DRAIVIM zALL 4* FITTIMS TO BE PUS14 ON TYPE. NO OLUC MINOS ALLOWED. N1 ITEC 7—H PLmt walm loom -APRIL 1993 2VIxe r TAPPWCul—, VE SADDLE Oft TEE 2' BAl1 VE WITH PADUCER xswu BE MIMA0.IN OFT TAP 0 NonSz PLUt`v 31,1h.1rG CC N -F C.',T_' R ElSlk 2' DRESSM COUPLING TAPPM SADDLE TO BE DUCRILE RON 2* P.Y.C.P WTH TYPE ZI)t STAINLESS STEEL se BRASS NIPPLE :NIPPLE PROFILE <<0 rl WATER WAIN-\ , 8=9 (ITP.) R 2,.ML wNt IN YAM BOX WIN MALE IN 219 ER&S:$:NI :2�*x rx:�c DOLLAR IS Lf.- Di. PIPE vREMAINED IND (--) 'IDINT ELL 3, COORDINATE WITH THE MECHANICAL CONTRACTOR TO DETERMINE APPROPRIATE LOCATIONS FOR HUB DRAINS- TO SERVE THE WATER HEATER DRAIN/RELIEF, AND FOR THE HVAC CONDENSATE CONNECTION, PROVIDE HUB DRAIN CONNECTIONS. THE: MECHANICAL (AS SHOM ABOVE) PROVIDE OPEN06 IN EaSr. ALL,l' AND t TAPS ON WMEK LINES SMALLER THAN 6' (SM INCHM) WILL REMM N WALL FOR NEW INFLUENT, FILL ANNULAR SPACE AROUND PIPE WrOi aPANDINC WORTARL 4. DETERMINE THE LOCATION AND GRADE OF THE EXISTING CITY OF TYBEE ISLAND SEWER MAIN BETWEEN BRASS RAIL PHASE I `p, THE TYBRISA CONDOMINIUMS AND COORDINATE THE NEW -BUILDING SEWER LATERAL WITH THE EXISTING SANITARY SEWER MAIN". 5. ALL INTERIOR WATER AND SEVER PIPES. WILL BE NEW. MATERIAL, ROUTED & CONNECTED TO THE CITY MAIN(S). THE MATERIAL; ExISM& MANHOLE GRADE AND INSTALLATION SHALL BE TO THE SATISFACT10N'OF THE CITY OF TYBEE ISLAND INSPECTIONS DEPART MENT, —T— 6, ALL DOMESTIC HOT AND COLD WATER PIPING IS TO BE INSULATED WITH I' THICK FIBERGLASS ALL SERVICE JACKET TYPE WRAP BASE ELL CONCRETE AROUND JOINT AROUND INSULATION. I'S LA N: D S TOWARD DiRMIM OF FLOW E.NGINEERMG,� P t C(ISTING PUZ 131_l�R L F_ RISER JAW THE CURRENT CITY OF TYBEE ISLAND -REQUIREMENTS TO THE SATISFACTION OF THE CITY OF TYBEE ISLAND INSPECTOR. 8, BACK FLOW PREVENTERS ARE TO BE CHECKED WITH THE TYBEE ISLAND W&S DEPT, FOR DEVICE APPROVAL PRIOR :TO Aoale NTS.P W&S DEPT, FOR THEIR COMMENT/RECORD, APRIL I. 2VIxe r TAPPWCul—, VE SADDLE Oft TEE 2' BAl1 VE WITH PADUCER xswu BE MIMA0.IN OFT TAP 0 NonSz PLUt`v 31,1h.1rG CC N -F C.',T_' R ElSlk 2' DRESSM COUPLING TAPPM SADDLE TO BE DUCRILE RON 2* P.Y.C.P WTH TYPE ZI)t STAINLESS STEEL se BRASS NIPPLE :NIPPLE PROFILE <<0 _2r TAPPING SAODU OR TEE WH MUM WATER WAIN-\ NOTE 1s} 8=9 (ITP.) R 2,.ML wNt IN YAM BOX WIN MALE IN 219 ER&S:$:NI :2�*x rx:�c DOLLAR iv cm -I � 2X 1- SADDLE OR sm : 1(m ;r. DRESSER cotw= :2r' PVC PIPE 5-51. (--) -q NOTE m-%-`PlU 12,9 72, MIN -(rip-) �l C TAM -1 tj STOP 10 1 ��KWAIER METER (111.) _r wz- #v mkva. FIRA&Y COUPACTED U?M METER BOX PLAN (ryp.) NOTES; I- ALL %ETERS SH91 BE INSTALLED WTHIN CITY OF 4. TAPPM; SADDLE TO BE DUCTILE IRON WN SWANNAH RIGHt4F WAY OR EASMM TME: 304 STAINLESS SM6L DOUBLE STRAPS,. 2. CDNCRM DOLLAR IS NOT RECLAIM ON DMT% NUTS.AND WASHERS. FINISH 5 RSON VALVE BO= INSIALED IN PAVED ARZkl, BOOM NYLON TD ATIZACE INICKNESS OF 12 3. A 2' PIPE NAY BE USED FOR UP TO SIX mm (6) UNITS. 2- PIPE SHALL. BE SCHEDULE 40 ASM 0 178& ( 4 of §htvnutta4 1 0=1 FOR 1 T ri&FT.13T. I' APRIL I994 O �R) (0 L.1'( I' CM STOP 0 0 HUB DRAIN xswu BE MIMA0.IN OFT TAP 0 NonSz PLUt`v 31,1h.1rG CC N -F C.',T_' R ElSlk sm NOTE I MON STOP T. TAPPM SADDLE TO BE DUCRILE RON cum Sw WTH TYPE ZI)t STAINLESS STEEL e.l' TAPPING SAMI FORGED DOUBLE STRAPS. STAINLESS STEEL,501:M NUTS. -ANO WASHERS, <<0 FINISHIs FUSON EWNDED mom • PVCC-gw arcy TOAVERAM 14CWM OF 1214LS, -.5-L CLEAN OUT 2. CORPORATION STOP MUST RE PLACED 0— PRESSURE GAUGE W1 ROOT VLV AT 45" RESPECT TO WAIM "N 3, COORDINATE WITH THE MECHANICAL CONTRACTOR TO DETERMINE APPROPRIATE LOCATIONS FOR HUB DRAINS- TO SERVE THE WATER HEATER DRAIN/RELIEF, AND FOR THE HVAC CONDENSATE CONNECTION, PROVIDE HUB DRAIN CONNECTIONS. THE: MECHANICAL (AS SHOM ABOVE) sm NOTE I CORPORATION STOP 3. ALL,l' AND t TAPS ON WMEK LINES SMALLER THAN 6' (SM INCHM) WILL REMM I" &, 2" WATM, TAPPPN-2 SADDIT-2 SYMBOLS LEGEND HD L.1'( I' CM STOP 0 HUB DRAIN AAV PLUt`v 31,1h.1rG CC N -F C.',T_' R ElSlk T "a 6—, AIR ADMITTANCE VALVE cum Sw PRESSURE/TEMP RELIEF VALVE I BALL VALVE <<0 BACK FLOW PREVENTER ET EXPANSION TANK -.5-L CLEAN OUT <0 CHECK VALVE 0— PRESSURE GAUGE W1 ROOT VLV 4 ABOVE LATERAL f f L.1'( I' CM STOP M3/4' BUSHIMG10 PLUt`v 31,1h.1rG CC N -F C.',T_' R ElSlk T "a 6—, TERMINATE CURB STOP W cum Sw STANDARD &47M BOX I (SEE OrmL WIS) I" mlpommm stop NOTE: Vk�"Wgl& TYPE Isilig vf f7avanav# sz- pr 7" F_�r r- 2, 1, A. 7 1 L,'- j, "t (0)7", a S, sm', "wimmL N.T.S. AMIE tM H.W. C.W. TO COLD WATER DISTRIBUTION --— --------- r ASME PRESSURE–TEMPERATURE RELIEF VALVE, PIPE TO OUTSIDE i ET T 30 CAL WH DRAIN PAN FLOOR/DECK —3/4- COPPER RELIEF ANC WATER DRAIN LINES TO H.D. METER 7-1 7 NO SCALE . X' I � L.001 i � m4— eyps."n. boa -d I Stezi crwcod St4d Wail, vAto n-JrIftmuM 2-`lP:C8-Vmy W-rdth, hayh-V a M-0 mzidmnawere�m equivaiOrIttasyftm �mtlng 40a`.sbd. Z Pip Suppat (rd.,,s�cvn) P I ipe tftlt be ralLaby arpatnd m 13�", zb6,,tw, wvJi =w-wbly. V. O G Wslarlat Patm T.Va C, R=Gs. Pvc. 4h, Lz=llng xCr =Wr4t wdd*d 14 A. ScalF& 9p Or N104 -Ming !}0 O, rmy be Imod. 4m Muc!- dry �SesGi c mn�lllc P�rpa, _ ead,, ani &wpling, lbs IM"d;mugh 1-1/ I 2' oarr,,ic Fibr* 40. PTCSat Fist w aamp, t`w 2' lkhrm;;h V nvh&c -rzpo anti. • C�Nmmorent Be,,finq the IWP--.cck Fjsrmy �gm =Wmi Cbr'M=�,n Maft Gypoum ba Td 1 rte w 0, wood rtudOm. M&I Wrilmum aM12' ca wft. ka,/xv, a cm , - tlwi>,�ar flmin-allng, 2. tPipe is €! �t_ ft -;l %,urmown) Pjr-41 . .1 bol_hz�� amawdl weamNy bynmeaffron a tep ejavw, W� zupw on 8. Pipe Namlmd I -VT d[wmmtsrVvC' AS$ Sd-oddle -40 cc CsNdmr com pipe orwinedmd ".) a nam V vurticef �1r3t. benvAdy ..PPOftd vAllin tho =Vl',Y e dw mg. 4. First.;Inp Mmcv p r mSet NDO lim mlad I -W- FVC pipe. T" P -M pipe pazzwthrough a Z' diamstartmie cut t,=4rm va vgv�-_,m,�v wali. Gap!3 ftm 114* tD, i/2"w-n be ge6std ItylM drywoll pax.mm� Rm-,d.G4ps over Irz nmct be mdod Wluy 4elimrw f7mzt0i) asalam, awtLl to the to de;IL) of the mormb-mm"a. Cmwnnvnon� Smartie tim ltmrnbcs-ck Hompry s_wtRmOor, &lzrk. PLUt`v 31,1h.1rG CC N -F C.',T_' R ElSlk Li CALL BEFORE YOU DIG! CONTACT THE UTILITIES PROTECTION CENTER AT (BUD 282-7411 A MINIMUM OF 72 HOURS PRIOR TO DIGGING. 1, ALL WORK TO BE DONE SHALL COMPLY WITH THE 2000 INTERNATIONAL PLUMBING CODE AND ALL STATE OF GA, AMENDMENTS TO THE �tiST -.5-L CODE, 'No.: 76 2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE INSTALLED IAW THE CITY OF TYBEE ISLAND LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS, SIMILAR TO THE CITY OF SAVANNAH DETAILS BELOW, 3, COORDINATE WITH THE MECHANICAL CONTRACTOR TO DETERMINE APPROPRIATE LOCATIONS FOR HUB DRAINS- TO SERVE THE WATER HEATER DRAIN/RELIEF, AND FOR THE HVAC CONDENSATE CONNECTION, PROVIDE HUB DRAIN CONNECTIONS. THE: MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIS11ONAND INSTALLATION OF THE CONDENSATE DRAIN PIPING: TO THE. HUB., DRAINS, Lai 4. DETERMINE THE LOCATION AND GRADE OF THE EXISTING CITY OF TYBEE ISLAND SEWER MAIN BETWEEN BRASS RAIL PHASE I THE TYBRISA CONDOMINIUMS AND COORDINATE THE NEW -BUILDING SEWER LATERAL WITH THE EXISTING SANITARY SEWER MAIN". 5. ALL INTERIOR WATER AND SEVER PIPES. WILL BE NEW. MATERIAL, ROUTED & CONNECTED TO THE CITY MAIN(S). THE MATERIAL; GRADE AND INSTALLATION SHALL BE TO THE SATISFACT10N'OF THE CITY OF TYBEE ISLAND INSPECTIONS DEPART MENT, —T— 6, ALL DOMESTIC HOT AND COLD WATER PIPING IS TO BE INSULATED WITH I' THICK FIBERGLASS ALL SERVICE JACKET TYPE WRAP AROUND INSULATION. I'S LA N: D S 7, THE POTABLE WATER SUPPLY TO EACH UNIT SHALL BE THROUGH A WATER METER TAPPED OFF: OF THE CITY "OF TYBEE ISLAND E.NGINEERMG,� P t WATER MAIN ON SILVER AVENUE, A,BACK FLOW PREVENTER SHALL BE: INSTALLED BETWEEN THE FLOW METER AND THE DISTRIBUTION F_ RISER JAW THE CURRENT CITY OF TYBEE ISLAND -REQUIREMENTS TO THE SATISFACTION OF THE CITY OF TYBEE ISLAND INSPECTOR. 8, BACK FLOW PREVENTERS ARE TO BE CHECKED WITH THE TYBEE ISLAND W&S DEPT, FOR DEVICE APPROVAL PRIOR :TO INSTALLATION, A .REPORT OF THE BACK FLOW PREVENTER(S) 'AFTER INSTALLATION" TEST SHALL BE PROVIDED TO THE TYBEEASLAND W&S DEPT, FOR THEIR COMMENT/RECORD, 9, THE WATER SERVICE LATERAL SERVING THE FACILITY SHALL BE INSTALLED 13Y THE DEVELOPER/CONTRACTOR FROM: THE WATER MAIN TO THE METERS, THE CITY OF TYBEE ISLAND WILL ONLY MAKE THE WET TAP, THE CITY WILL NOT INSTALL THE'WATER SERVICE LATERAL, 10, ALL WATER FOR CONSTRUCTION SHALL BE METERED THROUGH AN APPROVED BACK FLOW PREVENTION DEVICE AND FIRE HYDRANT METER OBTAINED FROM THE CITY OF TYBEE ISLAND: CONVEYANCE AND DISTRIBUTION DEPARTMENT. 11, INSTALL AIR RELIEF CHAMBERS At ALL FIXTURES, GA -11C., NO., PEF003954 12. PIPE, 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 AND THE INTERIOR OF ALL MATERIALS OF CONSTRUCTION SHALL BE KEPT FREE FROM DIRT AND FOREIGN MATTER, 110 HOLCOMB STREET ANY DEFECTIVE, DAMAGED.- OR UNSOUND PIPE SHALL BE REJECTED, ALL FOREIGN MATTER OR DIRT SHALL BE REMOVED FROM THE SAVANNAH, GEORGIA' INSIDE OF THE PIPE BEFORE IT IS LOWERED INTO ITS POSITION IN THE TRENCH AND,SHALL BE KEPT CLEAN BY APPROVED MEANS DURING AND AFTER LAYING.: CARE SHALL BE TAKEN TO.PREVENT DIRT FROM ENTERING TO JOINT SPACE. DURING INSTALLATION; WHEN THE PIPE LAYING IS NOT IN PROGRESS, A MECHANICAL JOINT PLUG OR CAP, OR APPROVED EQUAL, WILL BE USED TO FORM A WATER TIGHT SEAL AT BOTH ENDS OF THE LINE BEING LAID AND NO TRENCH WATER SHALL BE PERMITTED TO ENTER THE PIPE. -90 CLEAN THE INTERIOR OF ALL PIPE BY BRUSHING, SWABBING DR WASHING OUT ALL DIRT BEFORE LAYING. FA1912_356-15958 13, AFTER INSTALLATION .& PRESSURE TESTING AND PRIOR TO DISINFECTING THE PIPING, THE PIPING SHALL BE FLUSHED UNTIL THE WATER RUNS CLEAR. AT THE END OF ALL MAINS AND LATERALS. THE MINIMUM FLUSH TIME SHALL BE 5 MINUTES AT A PRESSURE NOT TO EXCEED THE MAWP ff THE MATERIALS BUT AT LEAST 30 PSIG. THE VELOCITY OF THE WATER FOR FLUSHING SHALL, BE A MINIMUM OF 2.5 FT/SEC, 14, AS BUILT RECORD DRAWINGS ARE TO BE PREPARED'BY THE OWNER AND MUST BE SUBMITTED TO THE CITY OF TYBEE ISLAND DEVELOPMENT SERVICES OFFICE, THE PLANS SHALL BE 24' X 36' SIZE, AS-BUILTS. SHALL HAVE A COORDINATE SYSTEM BASED ON THE GEORGIA STATE PLANE COORDINATE SYSTEM, EASTZONE, NORTH AMERICAN DATUM 1983 (NAD 83). REVISION: 15. ALL SANITARY. SEWER PIPE AND ALL DOMESTIC HOT & COLD WATER, PIPE MATERIAL SHALL BE ACCORDANCE WITH THE IPC 2008, ALL CURRENT STATE. OF GEORGIA: AMENDMENTS TO THE IPC, AND OF A TYPE AND GRADE ACCEPTABLE TO THE CITY- OF TYBEE ISLAND INSPECTIONS DEPARTMENT. 16, THE BUILDING`; HAS A SINGLE SANITARY SEWER LATERAL, A HOME OWNER'S ASSOCIATION SHALL BE SET UP TO: BE RESPONSIBLE FOR MAINTAINING THE SEWER SYSTEM UP TO THE CITY SEWER MAIN. THE CITY OF TYBEE ISLAND WILL NOT BE RESPONSIBLE FORANY ON-SITE UTILITIES, 17, PROVIDE FIRE PACKING GLANDS OR FIRE BLOCK MATERIAL AT ALL FIRE RATED BOUNDARY PENETRATIONS, (SEE THE: DETAILS. BELOW) 1B.- THE BUILDING HAS A SINGLE SANITARY SEVER LATERAL,.A HOME OWNER'S ASSOCIATION SHALL BE SET UP TO BE RESPONSIBLE, FOR MAINTAINING THE SEVER SYSTEM UP TO THE. CITY SEWER MAIN. THE CITY OF TYBEE ISLAND WILL NOT BE RESPONSIBLE FOR ANY Lllt " - 'Ing ON-SITE UTILITIES, 19. •HORIZONTAL DRAINAGE PIPES SHALL BE INSTALLED. IN UNIFORM ALIGNMENT AT UNIFORM SLOPE, THE MINIMUM ALLOWABLE SLOPE a nd Stat(,Xp s SHALL BE I' PER FOOT FOR 6' & 8' PIPES. (I" 20, THE SANITARY WASTE AND SOIL DRAIN PIPING MATERIALS SHALL BE PVC OR DWV CONFORMING TO:ASTMD-2665; ASTM D - 2949;)I' ASTM F-891 21. FITTINGS SHALL BE SUITABLE FOR USE WITH THE PIPING MATERIAL AND SHALL BE PVC CONFORMING TO ASTM D -3311j ASTM D-2665 22: A CLEAN OUT SHALL BE PROVIDED FOR EACH BRANCH OFF OF THE SEWER LATERAL IAV IPC 2000 AS INDICATED ON THE PLAN -NO MORE THAN .100' OF SEWER: PIPE SHALL BE INSTALLED:. BETWEEN CLEAN OUTS 23. BURIED PIP SHALL BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH, WHERE THE BOTTOM OF THE TRENCH FORMS, THE PIPE:SED, SOLID CONTINUOS UJAD-BEARING SUPPORT SHALL BE PROVIDED, BETWEEN., THE JOINTS -BELL HOLES, HUB HOLES AND CBUPLIN&.HOLES SHALL BE PROVIDED AT POINTS WHERE THE PIPE IS JOINED -SUCH PIPES SHALL NOT TE SUPPORTED ON BLOCKS TO GRADE.. 24. WHERE TRENCHES ARE::EXCAVATED BELOW THE INSTALLATION GRADE, THE TRENCHSHALL BE BACK FILLED TO INSTALLATION GRADE WITH SAND OR FINE GRAVEL IN 6' (MINIMUM) LAYERS AND THEN THE FILL SHALLBE COMPACTED, 25. WHERE ROCK IS ENCOUNTERED IN THE TRENCH EXCAVATION, THE ROCK SHALL BE REMOVED TO A MINIMUM OF 3' BELOW THE PIPE INSTALLATION GRADE. THE TRENCH SHALL THEN BE BACK FILLED WITH SAND TO THE INSTALLATION GRADE AND TAMPED TO PROVIDE A UNIFORM LOAD BEARING SUPPORT FOR THE PIPE. . X' I � L.001 i � m4— eyps."n. boa -d I Stezi crwcod St4d Wail, vAto n-JrIftmuM 2-`lP:C8-Vmy W-rdth, hayh-V a M-0 mzidmnawere�m equivaiOrIttasyftm �mtlng 40a`.sbd. Z Pip Suppat (rd.,,s�cvn) P I ipe tftlt be ralLaby arpatnd m 13�", zb6,,tw, wvJi =w-wbly. V. O G Wslarlat Patm T.Va C, R=Gs. Pvc. 4h, Lz=llng xCr =Wr4t wdd*d 14 A. ScalF& 9p Or N104 -Ming !}0 O, rmy be Imod. 4m Muc!- dry �SesGi c mn�lllc P�rpa, _ ead,, ani &wpling, lbs IM"d;mugh 1-1/ I 2' oarr,,ic Fibr* 40. PTCSat Fist w aamp, t`w 2' lkhrm;;h V nvh&c -rzpo anti. • C�Nmmorent Be,,finq the IWP--.cck Fjsrmy �gm =Wmi Cbr'M=�,n Maft Gypoum ba Td 1 rte w 0, wood rtudOm. M&I Wrilmum aM12' ca wft. ka,/xv, a cm , - tlwi>,�ar flmin-allng, 2. tPipe is €! �t_ ft -;l %,urmown) Pjr-41 . .1 bol_hz�� amawdl weamNy bynmeaffron a tep ejavw, W� zupw on 8. Pipe Namlmd I -VT d[wmmtsrVvC' AS$ Sd-oddle -40 cc CsNdmr com pipe orwinedmd ".) a nam V vurticef �1r3t. benvAdy ..PPOftd vAllin tho =Vl',Y e dw mg. 4. First.;Inp Mmcv p r mSet NDO lim mlad I -W- FVC pipe. T" P -M pipe pazzwthrough a Z' diamstartmie cut t,=4rm va vgv�-_,m,�v wali. Gap!3 ftm 114* tD, i/2"w-n be ge6std ItylM drywoll pax.mm� Rm-,d.G4ps over Irz nmct be mdod Wluy 4elimrw f7mzt0i) asalam, awtLl to the to de;IL) of the mormb-mm"a. Cmwnnvnon� Smartie tim ltmrnbcs-ck Hompry s_wtRmOor, &lzrk. Li -.5-L Lai C-) —T— Lij L03 F_ . X' I � L.001 i � m4— eyps."n. boa -d I Stezi crwcod St4d Wail, vAto n-JrIftmuM 2-`lP:C8-Vmy W-rdth, hayh-V a M-0 mzidmnawere�m equivaiOrIttasyftm �mtlng 40a`.sbd. Z Pip Suppat (rd.,,s�cvn) P I ipe tftlt be ralLaby arpatnd m 13�", zb6,,tw, wvJi =w-wbly. V. O G Wslarlat Patm T.Va C, R=Gs. Pvc. 4h, Lz=llng xCr =Wr4t wdd*d 14 A. ScalF& 9p Or N104 -Ming !}0 O, rmy be Imod. 4m Muc!- dry �SesGi c mn�lllc P�rpa, _ ead,, ani &wpling, lbs IM"d;mugh 1-1/ I 2' oarr,,ic Fibr* 40. PTCSat Fist w aamp, t`w 2' lkhrm;;h V nvh&c -rzpo anti. • C�Nmmorent Be,,finq the IWP--.cck Fjsrmy �gm =Wmi Cbr'M=�,n Maft Gypoum ba Td 1 rte w 0, wood rtudOm. M&I Wrilmum aM12' ca wft. ka,/xv, a cm , - tlwi>,�ar flmin-allng, 2. tPipe is €! �t_ ft -;l %,urmown) Pjr-41 . .1 bol_hz�� amawdl weamNy bynmeaffron a tep ejavw, W� zupw on 8. Pipe Namlmd I -VT d[wmmtsrVvC' AS$ Sd-oddle -40 cc CsNdmr com pipe orwinedmd ".) a nam V vurticef �1r3t. benvAdy ..PPOftd vAllin tho =Vl',Y e dw mg. 4. First.;Inp Mmcv p r mSet NDO lim mlad I -W- FVC pipe. T" P -M pipe pazzwthrough a Z' diamstartmie cut t,=4rm va vgv�-_,m,�v wali. Gap!3 ftm 114* tD, i/2"w-n be ge6std ItylM drywoll pax.mm� Rm-,d.G4ps over Irz nmct be mdod Wluy 4elimrw f7mzt0i) asalam, awtLl to the to de;IL) of the mormb-mm"a. Cmwnnvnon� Smartie tim ltmrnbcs-ck Hompry s_wtRmOor, &lzrk. w PRGPERTY SANITARY SEWER LATERAL �UIMUM SLOPE 17 R LATERAL & UNIT CONNE S5 MINIMUM SLUPE 17 SANITARY -� IT Ed wma 114e - 16 TERAS. & UNIT CONNEC dung. dwg. no. TZ No. 248715, P. ROF SIo e, ISLA NDS:� E NG3 WE E R I NG. "PC Q GA. Irv. NO. PEFOOM 1.0, HOLCOMB,STREET. SAN-ANNAH, GEGRG.!A,- TEL . 912 FAX 912-356-5958 0 Iz- REVISION: NEV SANITARY 4*W SEWER MANHOLE SEE PLG DETAll. S8 LJ J, ------------------------------------------------- ------ ------ Cie, C-) =D. m L -j pq scale: date:. 12/28/20'65. dwn: chk: apvd- B. d wg. titi e PLADIND SANITARY S' STACK DRAT FROM ABOVE SEWER LATERAL dung. dwg. no. ri. 3" UP 10 VTR 3' i NTYPICAE IST FL® P DQWAM. 1/'r m Io DRAIN FYPICAE 2ND FLOOR SEWER DRAIN WAB 9f4' - 1® r3- NITYPICAL 3RD FLOOR.SE.WER DRAINS k -P-3-.07 mteIfira I dwg. no. W----, UJI. `-A— pq scale: dctc. 12/28/2005 dwn: chk: opvd: B. Q dwg. t,i"tle LUM I� 7� SANITARY SEWER SCHEMATIC dwg. no. 1 CATER METER LOCATIONS P4.0 ME 114- - It -M m 4q.OTili �Vlc/AL v 11111 T WA BUTIO dwg. no. I P4,0 R a 5 A .......... ENGINEERING, PC -AL GL UC. M PEF003954 L LJ 110 HOLCOMB: STREET; "tAVANNAH GEORGIA f L 912-r356 9& R 0 N W, LJ" All IN dwg. no. I P4,0 L LJ W, LJ" A Abr TV e: :d 12/28/2005 covd. Uwrl:� chk: dwg. no. I P4,0 TOP—�4 THROAT 13.34 I.E. 9.84 3�111 iJOSEPH D. z ,' & CHERYL SADOWS1 ' D.B. 178H-456 UJ` 00 w o ~FG 14.8 TC 13.9 1 Q v 0 1 15th S T R E E T 60' R/W L 0 T 9 1 TAD 15.40 �, MARY ELOISE BURI<E GRAVf=I_1 EVELYN P. PATTERSON � y 1) B. 237-7"1 N �F— S / �� `I�v' 13 1A7 .a �) . — -n�l1 of 11 ./ rein. r EXPANSION i 10A VING� GRADING AND DRAINAG5 FLAN. P = 20' NOTES: 1. SEE SHEET C2 FOR LEGEND, 2 LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "LIMITS OF CONSTRUCTION'. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 4. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING". 5. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED, SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. 6. ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 7. CONTRACTOR TO VERIFY ALL DRAINAGE STRUCTURE LOCATIONS, TOPS AND DEPTHS PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. SPECIAL DRAINAGE NOTES: ..amu. B E A C H 0 SUBDIVISION OF BEACH LOTS 91 THRU 93 (M.B. 2-250) SURFACE — — — — — — 2 3 (j) (5)UNDERGROUND DETENT ON 3" DIA, PIPES TO BE .36" DIA. X LONG PERFORATED N-12 ADS 140' YARD. I PAVERS (typ) AT O.0% IE 7.99 ESSIE BENDER zN NEENAH CURB INLET D.B. 101H-484 p � c v BOX D.B. 172E-605 8 TOP 12.49 GRAVEL ��• SEALANT TP 12.49 TP 11,916 0 TC 12.99. N n,, A• t. CONNECT TO PIRE 7s TPD 14.78 ' L 0 T 9 1 TAD 15.40 �, MARY ELOISE BURI<E GRAVf=I_1 EVELYN P. PATTERSON � y 1) B. 237-7"1 N �F— S / �� `I�v' 13 1A7 .a �) . — -n�l1 of 11 ./ rein. r EXPANSION i 10A VING� GRADING AND DRAINAG5 FLAN. P = 20' NOTES: 1. SEE SHEET C2 FOR LEGEND, 2 LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "LIMITS OF CONSTRUCTION'. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 4. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING". 5. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED, SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. 6. ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 7. CONTRACTOR TO VERIFY ALL DRAINAGE STRUCTURE LOCATIONS, TOPS AND DEPTHS PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. SPECIAL DRAINAGE NOTES: ..amu. NtK. 0 W i U $K SURFACE — — — — — — PPLAN RO (j) 75%�NSION -L:ET � PERMEABLE 1'-6"— 3" DIA, �� n , YARD. I PAVERS (typ) ` T WITH zN TOP 14 0:0 IES -12.73 :' p � c v p FILLER AND o 12" x 12" 8 � Q GRAVEL ��• SEALANT 0 Z 0) TP 11,916 0 a, N n,, A• t. TW 1.00 7s ' ti �'�� EXPANSION � JOINT WITH r CRUSHED GROUND FILLER AND 075X ;. I SEALANT NEW THREE STORY STUCCO TP 11;16; o CONDOMINIUM BUILDING 16 Od WITH UNDERGROUND PARKING BRASS RAIL VILLAS LLC D.B. 260=1a9 'Ix P.R.B. AA --112 �(b M YARD INLET d TOP 14.20 I IE 12.70 aLi j rn cc,Eli C114 - 1., L <r 1 Li r 7 1. THE LOT WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 2, STROMWATER DETENTION WILL BE ACCOMPLISHED BY AN UNDERGROUND PIPE DETENTION SYSTEM. 3. ALL AREAS WHICH ARE NOT TO BE COVERED BY THE BUILDING OR THE ACCESS DRIVES ARE TO BE PERVIOUS. GENERAL BUILDING INFORMATION NOTES: 1. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. EORGIA D.O.T. NOTES: ANY .AND ALL WORK WITHIN ANY GEORGIA D.O.T. IGHT-OF-WAYS MUST BE APPROVED AND PERMITTED HROUGH THE GEORGIA D.O. T. EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. BN DETENTION WITH FILTE CRUSHED, COMF #57 STONE UNDISTURBED SOIL —/ TYR DETENTION PIPE SECTION EPTH VARIES NOTE r DETENTION ` PIPE IS TO TERMINATE WITH BLIND 'FLANGE OR END CAP` AS PER MANUFACTURER. Ti MIN, MIN. IDER BARREL (5) - UNDERGROUND DETENTION PIPES TO BE 36" DIA. x 140' LONG PERFORATED N-12 ADS AT ORIGINALtQ O.OX GROUND 0 W i U ,- n . SURFACE — — — — — — •, (j) PERMEABLE 1'-6"— 3" DIA, < n , t~d"► PAVERS (typ) Vj zN p � c v r Tl 12" x 12" 8 � Q GRAVEL 0 Z 0) 0 1 0 a, N n,, A• t. a r CRUSHED GROUND COMPACTED Ar WATER #57 STONE SURFACE 2'-3" I 4'-6" I 4'-6" I 4'-6" I 4'-611 12'-3n D5 T5N TION PIPE ARRA S,EC TION Not To Scale 1" CHAMFER /" #5 AT 12" OC. #5 AT 12" O.C.- CONT. 1" DIA. WEEPHOLE AT 5'-0" O.0 PERMEABLE BRICK PAVERS AND SAND 'BED OR SIDEWALK d° BASE #5 AT 6" O.C.COURSE CONT. P4.; #4 DIAL, AT--/" (3) - #5 CONT. 24" 0. C. 2'-011 11-0" 11_011 4'—O" RETAINING WALL DETAIL 1/2" = 1'-011 SPECIAL CONSTRUCTION NOTE: IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONA13LY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RECONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT, PARKING NOTE 1, Parking for this project is to be beneath the building. 2. For parking requirements and layouts - see P 9 4 Y architectural plans. SCALE: 1" = 20' l� 0 20' 40' 50' W� Y -� � I I I I I,„ I BACKFILL I W i U ,- n . FILTER •, FABRIC C 3 3" DIA, M n , PERFORATED PIPE (CONT.) p � c v zLij 12" x 12" 8 .° GRAVEL rLi 0 1 0 a, N n,, A• t. a #5 AT 12" OC. #5 AT 12" O.C.- CONT. 1" DIA. WEEPHOLE AT 5'-0" O.0 PERMEABLE BRICK PAVERS AND SAND 'BED OR SIDEWALK d° BASE #5 AT 6" O.C.COURSE CONT. P4.; #4 DIAL, AT--/" (3) - #5 CONT. 24" 0. C. 2'-011 11-0" 11_011 4'—O" RETAINING WALL DETAIL 1/2" = 1'-011 SPECIAL CONSTRUCTION NOTE: IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONA13LY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RECONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT, PARKING NOTE 1, Parking for this project is to be beneath the building. 2. For parking requirements and layouts - see P 9 4 Y architectural plans. SCALE: 1" = 20' l� 0 20' 40' 50' W� Y W i U O N C 3 M ao I p � c v zLij N v 8 rLi 0 1 0 (D N 15th S T R E E T 60' R%W 7HROAT 13.34 14 9,84 (22) 1 1/2" WATER METERS AND BACKFLOW PREVENTERS IN VAULTS Z AND 1 1/2" W LATERALS (typ) AS PER THE CITY OF TYBEE ISLAND WITH 6" MAIN SUPPLY AND MANIFOLD o W Z J �I .� W ,JOSEPH D. &c CHERYL SADOWSKY D.B. 178H-456 ■ Z ..x1a��IG�n ' • • e�'—�Islo�t� -t ■—i..,....l.�i� ■ ■'-.=:� m B E A C H SUBDIVISION OF BEACH LOTS 91 THRU 93 (M -B. 2-250) 2 PREFERRED .e�F 3 (22) 1 1/2" WATER METERS AND BACKFLOW PREVENTERS IN VAULTS Z AND 1 1/2" W LATERALS (typ) AS PER THE CITY OF TYBEE ISLAND WITH 6" MAIN SUPPLY AND MANIFOLD o W Z J �I .� W ,JOSEPH D. &c CHERYL SADOWSKY D.B. 178H-456 ■ Z ..x1a��IG�n ' • • e�'—�Islo�t� -t ■—i..,....l.�i� ■ ■'-.=:� m 112" DIA. RUBBER HOSE SECURED WITH NUMBER 12 GAUGE PLIABLE GALV. WIRE 2"X 211X 6' TREATED:ROUND ROUND OR SQUARE STAKE, THREE' STAKES PER TREE. DRIVEN 3'-0" IN TO THE GROUND. DO NOT PUT STAKES THROUGH ROOT BALL TREE'. SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS EXISTING GRADE. 3' MULCH TO EXTEND OUT OVER SAUCER FINISHED -GRADE CUT AND REMOVE BURLAP ON UPPER 113 OF ROOT BALL AFTER PLACING TREE IN HOLE BUT BEFORE: BACKFILLING PLANTING SOIL MIXTURE 'v- ESSIE BENDER D.B. 101H-484 D.B. 1726-605 L 0 T 9 1 _SS 0 SS 8" SS SS H TOP 14.04 I.E. 8:28 ASPHALT PAVEMENT STUCCO WALL sal �.H, S70W I.H. V— -,-- 30" WIDE DRAINAGE BOX BRICK PLANTER NEW THREE STORY STUCCO CONDOMINIUM BUILDING WITH UNDERGROUND PARKING BRASS RAIL VILLAS LLC D.B. 2600-189 P.R.B. AA -112 FOR CONTINUATION SEE OFF SITE SEWER PLAN - DWG. NO. C-9 CO&Y � \ - ®6i� SS NUMBER NAME " 21S- ® 61' SS P P SS eP PREFERRED .e�F 4 Tree species to be -as per .owner and Tybee Island MEDIUM PREFERRED CAUTION' SHOULD Be t m CAUTION SHOULD BE o � V USED DURING INSTALLATION � n Q NEW SS MANHOLE USED DURING INSTALLATION . OF NEW SS LINE AS TO NOT a A j `t OF NEW SS LINE AS TO NOT UNDERMINE EXISTI G PROPERTIES Z TOP 14.70 UNDERMINE EXISTING PROPER Vl IE IN 9.59 RICHARD GODBEE IE OUT '9.49 D.B. 18OH-38 `/ 0: U)a, to P.R.B. D-73 1- J c N 2 3 4 5 6 7 Ln J LJJ„ mC11 Z 00 °4 i Ta . 0 -- Z r� � r d IJ Li I w -X I I�14 O EXT16 81' x 6" l RJ TEE P I 'P— EXT'G 6" V & B AND PLUG I CONNECT NEW 6" 01A. WATER MANIFOLD TO EXT'G 6" PLUG 1 112" DIA. RUBBER HOSE SECURED WITH NUMBER 12 GAUGE PLIABLE GALV. WIRE 2"X 211X 6' TREATED:ROUND ROUND OR SQUARE STAKE, THREE' STAKES PER TREE. DRIVEN 3'-0" IN TO THE GROUND. DO NOT PUT STAKES THROUGH ROOT BALL TREE'. SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS EXISTING GRADE. 3' MULCH TO EXTEND OUT OVER SAUCER FINISHED -GRADE CUT AND REMOVE BURLAP ON UPPER 113 OF ROOT BALL AFTER PLACING TREE IN HOLE BUT BEFORE: BACKFILLING PLANTING SOIL MIXTURE 'v- ESSIE BENDER D.B. 101H-484 D.B. 1726-605 L 0 T 9 1 _SS 0 SS 8" SS SS H TOP 14.04 I.E. 8:28 ASPHALT PAVEMENT STUCCO WALL sal �.H, S70W I.H. V— -,-- 30" WIDE DRAINAGE BOX BRICK PLANTER NEW THREE STORY STUCCO CONDOMINIUM BUILDING WITH UNDERGROUND PARKING BRASS RAIL VILLAS LLC D.B. 2600-189 P.R.B. AA -112 FOR CONTINUATION SEE OFF SITE SEWER PLAN - DWG. NO. C-9 CO&Y � \ - ®6i� SS NUMBER NAME " 21S- ® 61' SS P P SS eP PREFERRED .e�F 4 Tree species to be -as per .owner and Tybee Island MEDIUM PREFERRED CAUTION' SHOULD Be t m CAUTION SHOULD BE o � V USED DURING INSTALLATION � n Q NEW SS MANHOLE USED DURING INSTALLATION u.i J Q OF NEW SS LINE AS TO NOT a t OF NEW SS LINE AS TO NOT UNDERMINE EXISTI G PROPERTIES Z TOP 14.70 UNDERMINE EXISTING PROPER Vl IE IN 9.59 RICHARD GODBEE IE OUT '9.49 D.B. 18OH-38 0: U)a, to P.R.B. D-73 1- J c N 2 3 4 5 6 7 Ln J LJJ„ mC11 Z 00 i Ta . 0 -- Z r� � r NOTES: 1. IF "PLASTIC BURLAP IS USED ON B & B TREES AND SHRUBS THEN THE BURLAP IS TO BE. REMOVED ENTIRELY FROM' THE: ROOT BALL, 2. IF 'ROOT BALLS ARE TIED WITH NYLON CORD. THEN THE CORD IS TO BE CUT AND REMOVED. 3. REMOVE ALL WIREBASKETS OR 'NON -BIODEGRADABLE: MATERIALS BEFORE PLANTING. 4. TREES ONLY REQUIRED TO BE STAKED AS DIRECTED BY L.A. AFTER PLANTING. SAUCER SAUCER BERM 12" MIN. WIDER THAN ROOT BALL 611 MIN. DEPTH. TAMPED ,--TO PREVENT SETTLEMENT TREE PLANTING NOT TO SCALE UTILITY AND LANDSC,41PING PLAN 1/1 = 20' PLANTED TREES SYMBOL NUMBER NAME MATURE SIZE QUALITY T1 10 Tree species to be as per owner and Tybee Island LARGE PREFERRED T2 4 Tree species to be -as per .owner and Tybee Island MEDIUM PREFERRED LANDSCAPE NOTES 1. ALL TREE PLANTING PRACTICES ARE TO BE IN ACCORDANCE WITH THE CITY OF TYBEE ISLAND'S MOST RECENT TREE ORDINANCE. 2. A HORIZONTAL SEPARATION OF 10 FEET (min.) SHALL BE MAINTAINED BETWEEN PROPOSED TREES AND ANY UTILITIES (existing or proposed) OR UNDER POWER LINES. General Water Notes 1, All utility installation and coordination is to be coordinated with the City of Tybee Island Department of Public Works, 2. Connection type (saddle or sleeve) to the existing water main is to be coordinated with the City, of Tybee Island. 3EORGIA D.O.T. NOTES: ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. ZIGHT-OF-'WAYS MUST BE APPROVED AND PERMITTEi "HROUGH THE GEORGIA D.O.T. Special Pre -Construction Note Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction, GENERAL UTILITY; NOTES: 1, CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR I5 RESPONSIBLE FOR _LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, 3. WATER USAGE FOR THE SITE (not including irrigation) WILL BE APPROXIMATELY 1.6 ;gpn PER UNIT (instantaneous peak demand as per Georgia minimum standards for public drinking water systems). THIS PROJECT WILL HAVE 21 UNITS, 4, WATER LINE TO HAVE RESTRAINED JOINTS. 5, ALL WATER MAINS ARE TO BE C-900 PVC. 6. ALL SANITARY SEWER LINES- ARE TO UTILIZE' RUBBER GASKETED-JOINTS AND CONFORM TO ASTM 5034 FOR PIPE 15" AND SMALLER. 7, SANITARY SEWER MAY BE CONNECTED TO EXISTING STUB OUT IF PROVIDED. 8, A MINIMUM ;OF 10' SEPARATION MUST BE MAINTAINED BETWEEN WATER AND SEWER MAINS. 9. #12 GA, WIRE SHALL BE INSTALLED` WITH ALL WATER/SEWER LINES. 10. WARNING TAPE SHALL BE INSTALLED WITH ALL WATER/SEWER LINES AT 1 TO 2 FEET DIRECTLY ABOVE LINE. 11, A MINIMUM SEPARATION OF 2 FEET IS REQUIRED BETWEEN ALL WATER TAPS AND SEWER CONNECTIONS. 12. WATER LATERALS TO BE INSTALLED A MINIMUM OF 24" FROM BELL JOINTS. 13, WATER LATERALS TO Be INSTALLED A MINIMUM OF 18" APART (CENTERLINE TO CENTERLINE OR AS PER THE CITY OF TYBEE ISLAND INSTRUCTIONS. 14. ALL WATER LATERALS TO BE POLYETHYLENE OR APPROVED EQUAL, 15, 4" SANITARY 'SEWER LATERALS SHALL BE PVC AND HAVE A MINIMUM. SLOPE OF 17.. 16. NEW WATER MAIN CONNECTION TO EXT'G MAIN SHALL BE BY SADDLE OR SLEEVE. 17. CONTRACTOR TO VERIFY ALL EXT'G AND PROPOSED STRUCTURE LOCATIONS (drainage, sanitary, etc), TOPS AND DEPTHS PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. SPECIAL WATER LINE NOTES ; 1. Pipe, 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 pipe, fittings and other accessories shall be kept free from dirt and foreign matter at all times. 2. 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 it's position in the trench and shall be kept clean by approved means during and after laying. Care shall be taken to prevent dirt from entering the joint space. During installation, when pipe laying is not in progress, a mechanical joint plug or cap, or approved equal, will be used to form a water tight seal at both ends of the line being laid and no trench water shall be permitted to enter the pipe, 3, Clean the interiors of all pipe by brushing, swabbing or washing out all dirt before placement, 4. Flush the new pipe lines until the water runs clear at the end of all mains and laterals, This should be done after the pressure test and before disinfection, Minimum flush time and velocity are to be 2.5 fps which is necessary to purge the line of foreign material. EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING, 2. ALL DRAINAGE, EASEMENTS TO BE PRIVATELY MAINTAINED, Special Water and Sanitary Connection note : Existing water, and sanitary laterals may be utilized to connect new building to the existing water and sewer systems if proved to be of adequate size and location. TRAFFIC AND RIGHT-OF-WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL, 2, ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK INCLUDING WITHIN RIGHT-OF-WAY. SPECIAL CONSTRUCTION NOTE: IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY, IF THE CONTRACTOR KNOWS OR CAN RESONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT, SCALE; 1" = 20' 0 20' 40' 50' A W I Y I W I U co 00 i i N Z co 3 m co I t o � V z � n Q m u.i J Q o a t Z Vl Ui 0: c N C) LJJ„ I~ Z 00 i Ta . 0 -- Z r� d W 0 W I Y I W I U co 00 N C 3 3 m co I t o � V z � n Q m u.i J Q o a t DRAWING NUMBER C-5 5 OF 9 SHEETS 15th STREET 60'R/W Vb O 00 WI D Z W F - z w �a J r a U) WI it EXIE 8" RJ ,SOIL EROSION AND 55DIM5NT CONTROL PLAN I" = 2 0' Wetland Buffer Silt Pence Notes r 1. Silt fences which are bordering the wetlands buffer are to be two rows of type "C" silt fence. 2. No land disturbing activities are to take place within the wetland buffer zones. SOIL EROSION LEGEND Z. O TEMPORARY SEDIMENT BARRIER CONSTRUCTION EXIT CO DISTURBED AREA STABILIZATION DSZ WITH TEMPORARY SEEDING o N C $ DISTURBED AREA STABILIZATION DS3 WITH PERMANENT SEEDING I DISTURBED AREA STABILIZATION` DS4 WITH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION St INLET SEDIMENT TRAP SdZ GEOTEXTILE G@ CHANNEL STABILIZATION CD VEGATATION o ROCK RIP --RAP CONCRETE LEVEL SPREADER CD .SPECIAL SOIL EROSION PREVENTION NOTES 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within i days after installation. 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soil erosion measures are in place for inspection. 3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 4. Primary permittee must provide a copy of the soil erosion prevention plans to each secondary permittee. 5. Contractor is to keep a record of his inspections of the soil erosion control measures to include at least the following: a. date and scope of the inspection b. name of person performing inspection c. major observations` (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are to be as per the NPOES general permit. Erosion and Sediment Control Phasing Initial Phase 1. This phase shall include Silt fencing_ and construction exits to be installed prior to any land disturbing activities to prevent sediment from leaving the site. Intermediate Phase 1. This phase shall include construction of any detention ponds, outlet structures, retrofits, check dams, inlets protection and temporary grossing. Pinal Phase 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. SPECIAL CONSTRUCTION NOTE; IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER :OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING' AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT $E ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE 'INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 20' 0 20' 40' 50' WI Z. O w I v co O o N C $ 00 a0 I s V) p C v z N a Z i O w o' o o �. o CO O z �LLJ 1-Q w� w' UJ d Z Q>Q�U 2001 p Qc>✓ d a�Z b LIJ 00 U Z z Q cv cn w �- LJLJ sal o �- Z c� 0MCO m� Z O p L w WI w I v co O o N C $ 00 a0 I s V) p C v z N a Z i O w o' o o DRAWING NUMBER C-6 6 OF 9 SHEETS Z a O �. o O z �LLJ 1-Q w� w' Z Q>Q�U 2001 p Qc>✓ d a�Z b U cn w �- 0MCO m� Z O p w O cn CONTACT A -MINIMUM OF 72 HOURS PRIOR TO DIGGING 5 E rf� h 9tiV ��'bEfDF2E'� UTILITIES PROTECTION CENTER 1-800-282-741,1 Geo R 'C f'9 G� fps, 'No..W2" �ROFESSlONAL DRAWING NUMBER C-6 6 OF 9 SHEETS L- 2 TENTATIVE ACTIVITY SCHEDULE 2006 JAN I FEB IMARCKAPRIL MAY `1 JUNE INSTALLAnoN OFSEDIMENT CONTROLS ANI TREE PROTECTION- BARRICAD�mini�� ES i��iiiii iiili BUILDING CONSTRUCTION REMOVAL OF SEDIMENT CONTROL SITE DATA ZONE...................................................7 A8 0 'TOTAL, ACFEAGF ............................. 0.31 ACRES ESTIMMED DISTURBED ACREAGE .... 0.55 ACRES S.C.S. SOIL SURVEY IJAP NO. 50 "OASTAL, PLAIN VEGETATIVE COVERS . W2A i MONTH OF PLANTING TEMPORARY GRASS RATE MONTH OF PLANTING PERMANENT GRASS RATE MARCH— MARCH— COMMON BERMUDA 10 Lbs. Ac JUNE COMMON BERMUDA 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) D E(MAX) (HULLED) TYPE LENGTH If JULY— COMMON BERMUDA (HULLED) 10 Lbs./Ac APRIL— BROWN TOP MILLET 40 Lbs./Ar AUGUST & 18" AUGUST 6" 61-01, USE 36" D,O.T. BROWN TOP MILLET 10 Lbs,./Ac Oak 1:5"XI.5" COMMON BERMUDA (UNHULLED) 10 Lbs./Ac SEPTEMBER— RYEGRASS 40 Lbs./Ar SEPTEMBER— & FEBRUARY FEBRUARY RYE I 1/2 Bu./Ac I I GE07ExnLE UNDERLINER N.SAR-2 (11.V'-3.51 COMSE AGGREGAIE 0 TEMPORARY CONSTRUCTION EXIT N.T.S. FASTENERS FOR WOOD POSTS yl 1 GAUGE CROWN LEGS STAPLES/POST Wire Staples 17 min. 3/4" Wide 1/2" Long 5 min. GAUGE LENGTH BUTTON NAIL/POST HEADS Nails 14 min. ill 3/4 4 min. POST SIZE FENCE MINIMUM TYPE OF POST SIZE OF POST A (MIN 8 (MIN C D E(MAX) F TYPE LENGTH If A 4'-0- Soft wood 3" dia. or 2X4 30" 18" 28" 6" 61-01, USE 36" D,O.T. Oak 1:5"XI.5" APPROVED FABRIC. . USE WOOD OR Steel 1-316./ft. min. STEEL POSTS. B 3'-0" Soft wood 2" dia. or 2X2 18- 18" 16 4" 61-0. USE 22" D.O.T. Oak i"xi APPROVED FABRIC USE WOOD OR Steel .7516./ft. min. STEEL POSTS 4'-0" Steel 1.311b./ft. min. 30*p 181, 28" 61, 4'-0" USE 36" D.0 -T. APPROVED FABRIC USE STEEL POSTS ONLY FASTENERS FOR WOOD POSTS yl 1 GAUGE CROWN LEGS STAPLES/POST Wire Staples 17 min. 3/4" Wide 1/2" Long 5 min. GAUGE LENGTH BUTTON NAIL/POST HEADS Nails 14 min. ill 3/4 4 min. SIDE VIEW E 7 OF 9 SHEETS i as If SIDE VIEW E 7 OF 9 SHEETS STEEL (TYP) UCTILE IRON 12 MIL. BONDED .NYLON SHALL BE MINIMUM OF 1" TAP 1) �%qg)SEE NOTE 1 CORPORATION STOP ((� �-// no TAPPING SADDLE 4 SEE PLANS FOR LOCATION AND SIZE NOTES. 1. TAPPING SADDLE TO BE DUCTILE IRON WITH TYPE 304 STAINLESS STEEL FORGED DOUBLE STRAPS, STAINLESS STEEL BOLTS, NUTS, AND WASHERS. 4 FINISH IS FUSION BONDED NYLON TO AVERAGE THICKNESS OF 12MILS. SEE NOTE 1 CORPORATION STOP 2. CORPORATION STOP MUST BE PLACED AT 45 WITH RESPECT TO WATER MAIN (AS SHOWN ABOVE). WATER TAPPING SADDLE NOT TO SCALE 2'-0" MIN. 2'X2'X4" CONCRETE ILII .• ,w �4" 'MIN. TAPPING --VALVE BOX SADDLE OR TEE BALL VALVE WITH REDUCER - DRESSER COUPLING N --- P.V.C. '--BRASS NIPPLE BRASS NIPPLE PROFILE r --TAPPING SADDLE OR TEE WITH REDUCER WATER MAIN o ° o O NOTE: 0 0 O 1. THE TAPPING SLEEVE AND VALVE MUST BE INSTALLED IN A MANHOLE. SEE DETAIL W 9B FOR THE MANHOLE DETAIL 5" 1,-0" --111 BATTER 1"R . SLOPE lit0 . rn r NORMAL GUTTER STREET PAVEMENT (SEE SPECS,) WATER MAIN CORTEN BOLT, TYP. MECHANICAL JOINT TAPPING VALVE FLANGE JOINT DUCTILE IRON WATER MAIN .PLAN VIEW TYPICAL TAPPING SLEEVE MARK FACE OF CURB WITH "W OVER LOCATION' OF LATERAL PROPERTY LINE I I WE Tv t a- N ABOVE LATERAL BALL VALVE IN VALVE BOX WITH MALE IN CURB STOP BRASS NIPPLE b. 2'X 2'X 4" CONCRETE COLLAR BRASS OR HEAT FUSED POLYETHYLENE TEE OR 4" DRESSER COUPLING EPDXY COATED STEEL SADDLE WITH STAINLESS STEEL POLYETHYLENE STRAP (TYP.- PAVING 4 4" PIPE w. z PLUG 5 Z H" '� Z 0` p71, PLUG ,^ e CARBON STEEL EYE BOLTS 7 d 3/4 GALV. ALL THREAD ROD 64 7 9 W Ca 2 THRUST CONCRETE Z ( j LLI U 1/8 BEND C.I. BOX PER CITY SPECS. ^° BLOCK THRUST ° 1 3/4 CUBIC FT: BYPASS METER 13 2' X' 2' MIN. HATCH BLOCK I 24" MIN. I ° THRUST BLOCK I o (TYP.) e WYE POLYETHYLENE (TYP.) CORPORATION 8" MIN. - STOP (TYP) (NP) BALL VALVE (TYP.) SCALE O' WATER .METER (TYP.) 2" #57 GRAVEL FIRMLY COMPACTED PLAN UNDER METER BOX (TYP.) NOTES: 1. ALL METERS SHALL BE INSTALLED WITHIN- CITY OF 4. AN APPROVED BACKFLOW sPREVENTOR MUST BE TYBEE ISLAND RIGHT OF WAY OR EASEMENT IF POSSIBLE. INSTALLED APPROPRIATE FOR THE BUILDING USE 2. CONCRETE COLLAR IS NOT REQUIRED ON IN ACCORDANCE WITH THE CITY'S STANDARDS. VALVE BOXES INSTALLED IN PAVED AREAS. THE USE OF A SINGLE BACKFLOW PREVENTOR UPSTREAM OF THE METER MANIFOLD MAY BE ALLOWED, IF APPROVED BY THE CITY FOR THE PROPOSED USE, MANIFOLD FOR MULTIPLE METERS INST. 5" 1,-0" --111 BATTER 1"R . SLOPE lit0 . rn r NORMAL GUTTER STREET PAVEMENT (SEE SPECS,) WATER MAIN CORTEN BOLT, TYP. MECHANICAL JOINT TAPPING VALVE FLANGE JOINT DUCTILE IRON WATER MAIN .PLAN VIEW TYPICAL TAPPING SLEEVE MARK FACE OF CURB WITH "W OVER LOCATION' OF LATERAL PROPERTY LINE I I WE Tv t a- N ABOVE LATERAL MATERIALS CURB STOP STRAND 12 GAUGE COPPER WIRE STRAPPED T0` NOTE • PIPE AND ATTACHED TO TERMINATE CURB STOP IN CORPORATION STOP AND CURB STOP STANDARD METER BOX PLUG (SEE DETAIL SHEET C4) CORPORATION TAP SIZE AND TUBING a TO BE TO BE 1' (min) �-- SADDLE 6" DIA. OR LESS JA],�AJ tea' ALL In ?= IN LATERAL. SHAM BE BPPM. WATER SERVICE LATERAL �— GRAVEL NOTE: 1. APPLICABLE TO ALL NEW RESIDENCES (ONE AND TWO STORY). 2. APPLICABLE TO 3/4", 5/8" AND 1" ONLY. WATER METER W/BACKFLOW PREVENTER 1 1/2" ASPHALT CONC. TYPE 611-5,000 P.S.I. CONCRETE H.E.S. 8 BAG MIX NOTTO SCALE CUT TO STRAIGHT EDGE v5XIST. ASPHALT PAVEMENT o , -77 V ; Illi IN 3 0" MIN _ II a 007 COMPACTION OF BACKFILL 9" MIN.' (MIN.) A.S.T.M. D-698 BENCH \ NEW PIPE - NOTE: 1. ALL LATERAL STREET CUTS MUST BE COVERED WITH STEEL PLATES OF SUFFICIENT THICKNESS TO SPAN THE CUT WITHOUT NOTICEABLE DEFLECTION. PLATES TO REMAIN IN PLACE UNTIL THE CONCRETE BASE HAS GAINED SUFFICIENT STRENGTH TO WITHSTAND TRAFFIC LOADS (24 HOUR MINIMUM). 2. LONGITUDINAL CUTS EXCEEDING 150 FT. IN LENGTH, THE CONCRETE IN TRENCH WILL BE BROUGHT FLUSH ,WITH THE EXISTING PAVEMENT. THE EXIST. PAVING WILL BE SAW CUT TO A STRAIGHT EDGE AND THE ENTIRE WIDTH OF ROADWAY RESURFACED WITH A MINIMUM OF V OF TYPE "F" ASPHALT TOPPING OR SURFACE COURSE. BITUMINOUS PAVEMENT REPLACEMENT 2. IN PAVED AREA, SET TOP OF BOX FLUSH WITH PAVEMENT.' NO CONCRETE COLLAR REQUIRED. STAN DAR,D VALVE BOX NOT TO SCALE � I U ,I MATERIALS ITEM U O N oo I C 3 N THREADED FERRULE & 6"x 2'-0" DIA. CONC. BRASS SCREW PLUG CONCRETE PAVING 4 w 0 w. z TO MAIN 5 Z H" '� Z 0` p71, z 2 8 CARBON STEEL EYE BOLTS 7 d 3/4 GALV. ALL THREAD ROD 64 7 9 W Ca 2 0 " CONCRETE Z ( j LLI U 1/8 BEND C.I. BOX PER CITY SPECS. 11 COLLAR 3/8 ALUMINUM FLOOR'. PLATE / HATCH COVER 12 1 3/4 CUBIC FT: BYPASS METER 13 2' X' 2' MIN. HATCH WYE CLEANOUT uj NOT TO SCALE O' ,r � O (D 0 d 00 CAST TRON KED WATER R MARER CONCRETE COLLAR 0 z (18"x18°x6') FIN GRADE 1 r J7 41 , _l THREE PIECE SCREW a OR SLIP TYPE VALVE BOX - CAST IRON NOTE: 5-1 /4" DIA VALVE 1. IF UNPAVED AREA, SET TOP OF CONCRETE "COLLAR 1" ABOVE FINISHED ` GRADE: 2. IN PAVED AREA, SET TOP OF BOX FLUSH WITH PAVEMENT.' NO CONCRETE COLLAR REQUIRED. STAN DAR,D VALVE BOX NOT TO SCALE � I U ,I MATERIALS ITEM U O N oo I C 3 N m d '- "' I " Q X 0 v OS&Y RESILIENT SEAT GATE VALVES on 4 w 0 w. z TO MAIN 5 Z H" '� Z 0` p71, 6 11 2 3 MATERIALS ITEM QUAN O 1 15" MIN.. 5 6 6, DOUBLE DETECTOR CHECK VALVE ASSEMBLY d '- "' I " Q X 0 2 OS&Y RESILIENT SEAT GATE VALVES 7 4 w 0 4 2 TO MAIN 5 Z H" '� Z 0` DUCTILE IRON PIPE, CUT TO FIT 6 8 CARBON STEEL EYE BOLTS 7 d 3/4 GALV. ALL THREAD ROD 64 7 9 "-IZOUZ ixLd Jrnn L, d Ca 2 0 " 10 Z ( j LLI U PIT -CEMENT BLO.CK,. POURED CONCRETE, OR PREFABRICATED' NOTES: 1. FOR FINAL APPROVAL, ASSEMBLY MUST BE CENTERED ' IN ENCLOSURE (IF APPLICABLE). UNDER NO CONDITION WILL ANY CONNECTION BE ALLOWED BETWEEN THE c�9ti� SERVICE METER AND A_.BACKFLOW PREVENTER USED FOR THE SYSTEM CONTAINMENT, BACKFLOW 'PREVENTER UTILITIES PROTECTION' CENTER, SHALL ALWAYS BE INSTALLED DOWNSTREAM OF METER. 1-800.-282-7411 2. IF A PRESSURE MONITOR IS TO BE INSTALLED, ADD A TEE, VALVE, FITTINGS, AND MOUNT ON SUPPLY SIDE PRIORTO BACKFLOW PREVENTER; UNDER NO CIRCUMSTANCE. SHALL TEST PORTS BE MODIFIED OR UTILIZED FOR THIS OR OTHER .APPLICATION, OTHER THAN BACKFLOW DEVICE TESTING. 3. IF ADDITIONAL SIAMESE CONNECTION IS REQUIRED FOR No. 28372 FIRE SERVICE, SEE DETAIL W20. * PROFESS10I01. O ANG I N TYPICAL BELOW GRADE INSTALLATION Rk (2,>, 3)> 41,, 6,, 8" & 10" SIZES) DRAWING NUMBER DOUBLE DETECTOR CHECK VALVE ASSEMBLY FOR FIRE SYSTEM C»8 8 OF 9 SHEETS MATERIALS ITEM QUAN DESCRIPTION 1 1 DOUBLE DETECTOR CHECK VALVE ASSEMBLY 2 2 OS&Y RESILIENT SEAT GATE VALVES 3 4 TEST COCKS 4 2 COMPANION FLANGE 5 DUCTILE IRON PIPE, CUT TO FIT 6 8 CARBON STEEL EYE BOLTS 7 3/4 GALV. ALL THREAD ROD 8 MEGA _LUG OR EQUIVALENT FOR DUCTILE 'PIPE 9 2 2" SCH. 40 GALV. PIPE STAND & BASE BOLTED TO FLANGE 10 PIT -CEMENT BLO.CK,. POURED CONCRETE, OR PREFABRICATED' BOX PER CITY SPECS. 11 3/8 ALUMINUM FLOOR'. PLATE / HATCH COVER 12 1 3/4 CUBIC FT: BYPASS METER 13 2' X' 2' MIN. HATCH NOTES: 1. FOR FINAL APPROVAL, ASSEMBLY MUST BE CENTERED ' IN ENCLOSURE (IF APPLICABLE). UNDER NO CONDITION WILL ANY CONNECTION BE ALLOWED BETWEEN THE c�9ti� SERVICE METER AND A_.BACKFLOW PREVENTER USED FOR THE SYSTEM CONTAINMENT, BACKFLOW 'PREVENTER UTILITIES PROTECTION' CENTER, SHALL ALWAYS BE INSTALLED DOWNSTREAM OF METER. 1-800.-282-7411 2. IF A PRESSURE MONITOR IS TO BE INSTALLED, ADD A TEE, VALVE, FITTINGS, AND MOUNT ON SUPPLY SIDE PRIORTO BACKFLOW PREVENTER; UNDER NO CIRCUMSTANCE. SHALL TEST PORTS BE MODIFIED OR UTILIZED FOR THIS OR OTHER .APPLICATION, OTHER THAN BACKFLOW DEVICE TESTING. 3. IF ADDITIONAL SIAMESE CONNECTION IS REQUIRED FOR No. 28372 FIRE SERVICE, SEE DETAIL W20. * PROFESS10I01. O ANG I N TYPICAL BELOW GRADE INSTALLATION Rk (2,>, 3)> 41,, 6,, 8" & 10" SIZES) DRAWING NUMBER DOUBLE DETECTOR CHECK VALVE ASSEMBLY FOR FIRE SYSTEM C»8 8 OF 9 SHEETS WCH 9k TOP 1.14 THROAT 1&34 B.E. 9. wI D z WF - 71 W m !w Q 0- F_ J Q 0.. Q W I ,A EXT' 8" x 6" RJ T11E EXT'G V & E PLUG SS ss s SS SS SS SS Ss A TOP 14.04 I.E. 8.28 ASPHALT PAVEMENT 15th S T R E E T 60' R/W SS SS 8 SS 6 ' SS .H. TOP 11.11 I.E. 7.06 QI D.B. '178H-4-56 cj FIRE HYDRANT 1 R', W � S A T L A N T I C W 6;. W 8.� v. A V E N U E 30'' R /W TELE. JUNCTION BOX 0 t P W W W. SS SS SS SS ASPHALT PAVEMENT - CUT IN PAVEMENT WATER VALVE TYP. TOP 12.79 I.E. 6.29 8" 8» I.E. 6.29 �� I.E. 6.29 SS SS SS SS SS SSSS SS 8 LE. 8.06 ' OFF 15IT5 SANITARr S5W5R FLAN 1" = 20' TOP 11.07 I.E. 5.67 TOP 11.45 I.E. 8.20 TOP 11,69 I.E. 6.14 / SS 8 SS ~(�SS 8' w i'-- 800-282-7411 .' SPECIAL CONSTRUCTION NOTE: IF ANY DISCREPANCIES BETWEEN THE - PLANS OR 'CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE-ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE,. . PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR ''KNOWS, OR CAN RESONA'BL'Y BE EXPECTED TO HAVE KNOWN OF AN ERROR,, DISCREPANCY OR. CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR: EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 20' _c '® 0 20' 40' 50' 9 OF 9 SHEETS Y ( 1- Z v� E�j � O O N G 3 m v < eo � I I I N � c o e I C3 a w J o Q m O Q SS sm 1 0�7a TT I.E. 7.31 d z LLj �0) 0- z Q W °� nujp a =tit w co < �O L to LIJ o z0) �- ry H -e LL< � Z 0 co Z' .d . w Ui :D ttl M m d U) W O Lm (f) TOP 11,69 I.E. 6.14 / SS 8 SS ~(�SS 8' w i'-- 800-282-7411 .' SPECIAL CONSTRUCTION NOTE: IF ANY DISCREPANCIES BETWEEN THE - PLANS OR 'CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE-ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE,. . PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR ''KNOWS, OR CAN RESONA'BL'Y BE EXPECTED TO HAVE KNOWN OF AN ERROR,, DISCREPANCY OR. CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR: EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 20' _c '® 0 20' 40' 50' 9 OF 9 SHEETS Y ( W ( U � O O N G 3 m v < eo � I I I N � c o e I C3 a w J o Q m O Q SS sm 1 0�7a TOP 11.80 I.E. 7.31 z 0- z Q W nujp a =tit w < �O L to EL z (D <Q 0 zOU ry H -e LL< � Z 0 co Z' .d . Ui :D ttl M m d U) W O Lm (f) m LL - LL O cn cn TOP 11,69 I.E. 6.14 / SS 8 SS ~(�SS 8' w i'-- 800-282-7411 .' SPECIAL CONSTRUCTION NOTE: IF ANY DISCREPANCIES BETWEEN THE - PLANS OR 'CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE-ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE,. . PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR ''KNOWS, OR CAN RESONA'BL'Y BE EXPECTED TO HAVE KNOWN OF AN ERROR,, DISCREPANCY OR. CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR: EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 20' _c '® 0 20' 40' 50' 9 OF 9 SHEETS CONSULTANTS Architecture by: Michael W. Bailey 0 1 6 Ashley Rd. Savannah, Georgia 3 14 10 Contact: Michael Bailey 9 12-897-1 8GO Structural Engineering by: r- F` LA N FZ, E I E W D A.TT A I GENE2�L EDATA S5RAIL VILLAS PHASE II°�>' A. PROPERTY ADDRESS: BRA - 15th STREET 4� t TYBEE ISLAND, GEORGIA; B. MUNICIPAL AUTHORITY: CITY OF TYBEE ISLAND PLANNING AND DEVELOPMENT DEPARTMENT BUTLER AVENUE TYBEE ISLAND, GEORGIA (9 12) 78G-4573 EXT. 107 2. CODE RECQU I FZEM ENTS A. APPLICABLE CODE5: 2000 INTERNATIONAL BUILDING CODE 2000 NATIONAL ELECTRIC CODE 2000 INTERNATIONAL MECHANICAL CODE O 2000 INTERNATIONAL PLUMBING CODE nl 2000 INTERNATIONAL ENERGY CONSERVATION CODE.J LIFE v l 2000 101 NEPA L FE SAFETY CODE 2003 1NTERNATIONAL FIRE CODE i 1907 ADA GA. ACCE55I13ILITY CODE —�— n B. OCCUPANCY CLA55I1'ICATION: Residential - R2 David 51adek P.E. C, FIRE DISTRICT PROVISIONS: Not Applicable 21 WC5t ParkAvenue -�—�► "Z� Savannah, Georcjia 3 1401 D. TYPE OF CONSTRUCTION: Type II -b, protectedALL Contact: DaVIGI 5ladek 5500 ABLE PROVIDED 1 . Max, Allowable Height 351-011 912-353-6600 � 1 _ – Q Q,(1O 2. Max. Allowable Area per Floor I G'000 s .ft. l 4,5GO .ft �✓/ 1. V V �.J 3, Max. No. of 5tarie5 4 3 over parking per I.B.C. TABLE 503 Mechanical / Plumbing Engineering by: Islands Engineering 0 Holcomb Street Savannah, Georgia 3 1 406 Contact: Bill Quante 9 1 2-356-9035 Electrical Engineering by: Williams Engineering P.O. Box 13685 Savannah, Georgia 3 14 1 6 Contact: Bennie Williams 912-927-2447 Architectural Documents Prepared by: an ..................... .............. .. .......... signsILLC Residential ■ Designers ■ Planners P.O. Box 30443 ■ Savannah, GA 31410 Office: (912)898-1919 ■ Fax:(912)898-0268 * NOTE: ALL CODE5 HAVE GEORGIA AMENDMENTS. ALL RE5IDENTAL OCCUPANCY 13UILDING5 TO BE SPRINKLED IN ACCORDANCE WITH N FPA 13 STAN DARDS ffIf�E S E F Ef R -,A711 O N 2Jf (Q U I 2J\A Ef N -TS F. FIRE PROTECTION REQUIREMENTS: DESCRIPTION RATING .Exterior Bearing Non -Bearing Walls: One Hour Assembly Required. N � Provided with UL # U404 L ONE HOUR RATED 2. Interior Bearing Non Bearing Walls: One Hour Assembly Recluired. Provided with UL # U425 ONE HOUR RATED 3. Floor/ Ceiling Assembly: One Hour Assembly Required. > ONE HOUR RATED 4. Elevator Shaft Assembly: Two Hour Assembly Required. TWO HOUR RATED 5. Stair Shaft Assembly: Two Hour Assembly Required. TWO HOUR RATED CD TENANT SEPARATION, NO RATED A55EMBLY WILL BE LE55 THAN ONE-HOUR RATED. Chatham County, REVIEW FOR CODE COMPLIANCE Every effort has been made to i4o #1 fy code violations, no oversight by the reviewer shall to 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., Reviewed By C ',_, ate 2' 2'4 • b�' \A All t le~fum1a 1i PHASE 11 SITE Ije lnlai,IaIIop �h Edition and 3Stalo f t3 VICINITY MAP N.T.S. PHASE I SITE COMPLETED DRAWING REVISIONS V Q DATE I DESCRIPTION This drawing, as an instrument of sendce,is and shall remain the property of the Architects and shall not be reproduced, published or used in any way without the permission of the Architect. Code Information and Rated Assemblies 11-21-05 A0. 1 RELEASED rOR CON5TRUCTION codelnfo.dwg 8-21-03 11:40:13 am EST N � L >_ > N N t_ CD Code Information and Rated Assemblies 11-21-05 A0. 1 RELEASED rOR CON5TRUCTION codelnfo.dwg 8-21-03 11:40:13 am EST CONSULTANTS Structural Engineering by: David Sladek P.E. 21 West ParkAvenue Savannah, Georgia 3 140 1 Contact: David 51adek 912-353-8800 Mechanical / Plumbing Engineering by: Islands Engineering I 10 Holcomb Street Savannah, Georgia 3 1 406 Contact: Bill Quante 9 1 2-356-9035 Electrical Engineering by: Williams Engineering P.O. Box 1 3685 Savannah, Georgia 3 14 1 6 Contact: Bennie Williams 9 12-927-2447 Architectural Documents Prepared by: Ct' I d I I 0 '1111111110 Ng I INN LLC Residential m Designers ■ Planners P.O. Box 30443 ■ Savannah, GA 31410 Office: (912)898-1919 ■ Fax:(912)898-0268 I G F N F FSA L E� ATA A. PROPERTY ADDRE55: 5_PAIL VILLA5 PHASE it - I th 5TREET '000�\ TY E 15LAND, GEORGIA B. MUNICIPA C-,C�EDF=IZ1� Q l r rVll -rte CITY OF TYBEE ISLAND PLANNING AND DEVELOPMENT DEPARTMENT BUTLER AVENUE TYBEE 15LAND, GEORGIA (91 2) 786-4573 EXT. 107 A. APPLICABL C � S: 2000 INTERNATIO L ING CODE 2000 NATIONA , E ,CTRIC CO E 2000 NT Fil' TION L MECH ICAL COD 00 TEN NA P ING CODE 2 00 I TE ATINERGY COHSE ATION CODE 2 1; LIFE 5AEETY CODE 2 INT NATIONAL EIRE CODE 99 ADA GA. ACCE551BILITY CO, E B. OC UFA, C . i^LA If ICA N: Resrdential - R2 C. FIRE DI5 D. TYPE OF CT PROV151ON5: >N5TRUCTI ON 1. Max. Allow le He 2. Max. Allowa\5rl( rt 3. Max. No. of Not Applicable Type V -B, unpj ht ALLUNAI�U rKUV IIJEu 1. Exterior Bearing* Non -Bearing Walls: 40'-01 0 351.11 18.195 a per Floor 14400 s ft. 13, s .ft. Provided with UL # U4 :s 3., ote h. 3 over parking ONE HOUR RATED } A NOTE: ALL CODES ti VE GEORGIA AMEN ENTS. ALL RE51 DENTAL OCCU PAN Y BU I LDI N t 5 TO BE SPRINKLED IN ACCORDANC 1/ITH N PA 13 STAN DARDS per I.B.C. TABLE 00 P. fIRE PROTECTION REQUIREMENTS: DESCRIPTION RATING 1. Exterior Bearing* Non -Bearing Walls: VA +V QQ � kh Provided with UL # U4 o ONE HOUR RATED } One Hour Assembly Required. Provided with UL # U423 ONE HOUR RATED 3. Floor/ Ceiling Assembly: P. fIRE PROTECTION REQUIREMENTS: DESCRIPTION RATING 1. Exterior Bearing* Non -Bearing Walls: VA One Hour Assembly R` ulred. Provided with UL # U4 o ONE HOUR RATED 2. Interior Bearing* Non Bearing ails: One Hour Assembly Required. Provided with UL # U423 ONE HOUR RATED 3. Floor/ Ceiling Assembly: One Hour Assembly Required. ONE HOUR RATED 4. Elevator 5haft Ass mbly: Two Hour Assembly Required. TWO HOUR RATED 5. Stair^5haft sernbly: Two Hour AssemblyRequired. q TWO HOUR RATED TENANT SEP ,TION, NO RATED A55EMBLY WILL BE L1755 THAN CINE -HOUR RATED. w z w Q .. 15TH STREET PHASE 11 SITE I VICINITY MAP N.T.S. W a:A PHASE I SITE OMPLETED DRAWING REVISIONS k (DATE DESCRIPTION This drawing, as an instrument of servlae,is and shall remain the 'property of the Architects and sholl not be reproduced, published or used in any way without the permission of the Architect: I I RELEASED fO CONSTRUCTION rnrlainfn rata t '3S il.�i 11 Ail- 11 errs VqT o > CD CD Code Information and Rated Assemblies Code 11-21-05 I I RELEASED fO CONSTRUCTION rnrlainfn rata t '3S il.�i 11 Ail- 11 errs VqT arid 1 I 1 I .mom 4 DRAWING REVISIONS Q DATE DESCRIPTION This drawing, as on instrument of service,is and shall remain the property of the Architects and shall not be reproduced, published or used in any way without the permission of the Architect. r� tin U U 1 V I F rL Ln C Parking Level Floor 11-21-05 MAR 0 1 2000 Al *0 RCt_FA5LD FOR CON51-RUC ION 01131-F 12-5-07 6:12:36 pm EST JOSEPH D.I & CHERYL D.B.1781-1-456 D.B. 178H-487 P:R.B. JU-176 A C H ' 3 JO ANN BENDER CAMPBELL TURNER n Q l 1nu-dQa 4 5 OF L CH LOTS 94 rHRU 97 P.R B. U-176 D.B. 297E-348 1 5 th BY T� E ISLAND ZONING � ` NISTRATOR 2007 APPROVED BY THE MAYOR & COUNCIL TYBEE ISLAND K-/ ? 2007 M R ATTEST CLERK OF COUNCIL 21� L 2 2007 CLERK S T R E E T M.A.G.S. O 00 M 60' R/W c -7n°,r-'n7" r - 2 I 3- 4) 5 125.5 6 1OF 7 )N OF LOTS 8 2 & THE WESTERN ' OF LOT 1 , 1 SUBDIVISOnN0 R BBE CH 3LOTS I 94-97 REFERENCES: 1. CONDOMINIUM BOOK 2C -118A & S.M.B. 34S-82. 2. DEED BOOKS 311 L-309 & 2930-495. STATE OF GEORGIA CHATHAM COUNTY Ono 71' 15 j.E. C. BROOKS, J B. 124R-428 M.B. 2-267 CEIVLD FC1( R�-,, 2007 DEC 1 1 NJ 12: 34 'X' SET o J o W r U o LL �- 5/8" R.B.F. 3" W S 74'21'40" E 17.17' 'X' SET 1 S 15'09'59" W 15.59' BRASSRAIL VILLAS A CONDOMINIUM P BEING A RECOMBINATION OF LOTS A & B OF A SUBDIVISION OF THE WESTERN PORTIONS OF BEACH LOTS 92 & 93 AND ALL OF LOTS 7-119 20-24 & 33-37 AND PORTIONS OF LOTS 129 25, 28 & AN UNOPENED 30' ROADWAY, ALL IN WARD 4, TYBEE ISLAND, GEORGIA AND KNOWN AS 1508 BUTLER AVENUE. R.B.F. _1/2" REBAR UC NNT FOUND FOR: ROBERT M CHU R.B.S. = 1/2" REBAR SET M.A.G.S. =MAG NAIL SET t � DATE OF SURVEY: NOVEMBER 28> 200 DATE OF PLAT: DECEMBER 5, 2007 E.O.C. FIELD 1/ 35,216 < ERROR/POINT 8" ADJ. METHOD LEAST SQUARES E.O.C. PLAT 1/ 133,309 TOTAL STATION ;GEODIMETER 61 SCALE: 1"= 30' 0' 30' 60' BERT BARRETT, JR. LAND SURVEYING, P.C. 145 RUNNER ROAD SAVANNAH, GA. 31410 (912) 897-0661 Obn& ilk ac. Po, U39 (�Y GO ,9 j`IP oanu�euctit�n tsll�n� in ti 0,, e.OTgl``" c� fym� '��;�� "mob=:gym- ��• Comply 'itYs� Code_ , D Stat, EnefgV � t � enc,t 2,tttt4tnt i i i r Q 2„ i i i DRAWING REVISIONS a DATE DESCRIPTION This drawing, as on instrument of service,is and shall remain the property of the Architects and shall not be reproduced, published or used in any way without the permission of the Architect. t} ' � V CD �-- CD First Floor Plan 11-21-05 MAR 0 1 2006 RLLLA5ED FOR CONSTRUCTION 4 4 4 4 4 4 4 4 N DRAWING REVISIONS _ Y Q DATE DESCRIPTION This drowinq, as on instrument of service,is and shall remain :the property of :the Architects and shall not be reproduced, published or used in any way without the permission of the Architect. V I a � o L m Second Floor Plan 11-21-05 MAR 0 1 2006 A 1,, 2 PTLIA5E D FOR CONSTRUCTION must comply � '01 11 cmnstru tion m ; Tho 9ntn andState,uoidin r l �dttta A mendniE nts All lnsulatlons must Comply with The (aonT91a Matsn? rte . c j' l r1 �.n tats ot anrcl. ��11s��r�lo:dt 4 4 4 4 4 4 4 4 DRAWING REVISIONS v Q DATE DESCRIPTION This drawing, as an instrument of service,is and shall remain the :property of the Architects and shall not be reproduced, published or used In any way without the permission of the Architect. VJ h s_ CD �-- Third Floor Plan 11-21-05 MAR 0 1. 2006 A 1,� 3 RELEASED FOR CONSTRUCTION All insulations moat comply with The CIia Stp tv Energy Bodo �it9r?� and State Of GeDTPIM P'°;rnondmk,.,rlts All construction Must comply with 'i h lrs'ernatidn=tl t0iitlis, Odp"- Edition and MI I GeOrglrt Arnendments I Flood hazard zone A. BFE A—e -cp P Pio interior finishes, walls designed to allow entry and exit of water, no mechanical Qquipment. Only parking, limited storage and 'building access below BFE. SPACE BELOW FLOOD ELEVATION (AE - Zone) Hydrostatic vents required to relieve water pressure in enclosed space below flood elevation. I square Inch of vent required for each 1 square toot of floor area. Bottom of vent mint be within 1 toot of the grade elevation. Vents must be placed in opposite wall's to permit water to flow. to v 00 DRAWING REVISIONS Q DATE DESCRIPTION This drawing, as an instrument of service,is and shall remain the property of the Architects and shall not be reproduced, published or .used in any way without the permission of the Architect. I — tn CJ tS� .S Elevations 11-21-05 BEAR 0 1 2006 A I , 5 RELEASED FOR CONSTRUCTION FURRDOWN PLAN — UNIT A Tnust All I'm is ie 0 £'nmntS � I I ENLARGED FLOOR PLAN — UNIT A Q m U ' r-) ' OF Gtto DRAWING REVISIONS Y Q DATE DESCRIPTION This drawing, as on instrument of service;ls and shall remain the property of the Architects and shall not be reproduced, published or used in any way without the permission :of the Architect. Floor Plans — Unit 11-21-05 MAR 0 1 2006 ry� RELEASED FOR CON5lRUCl"ION r�L.J O U J � J � �. ( 1.Q Floor Plans — Unit 11-21-05 MAR 0 1 2006 ry� RELEASED FOR CON5lRUCl"ION Q Q Q Q Ali r0it!oll vAti1��1 .� e 0 ant AMOndr»ents �t� yi,3i1 ( I'--- )___ rSor GZO BAILEY DRAWING REVISIONS F DATE DESCRIPTION This drawing, as on instrument of service,is and shall remain the property of the Architects and shall not be reproduced, published or used in :any way without the. permission of the Architect. Z' V vrtrt' V o 4-21 CD Floor Plans — Unit B 11-21-05 MAR 0 x. 2006 A2* 2 RELEA5ED FOR CONSTRUCTION