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HomeMy WebLinkAboutREVISION FLOOR PLANPOOL !, A2.03 W � v 2 � S / L------------------------------ - ---------------- - -------------------- 25 - - 25 15 y - i 4 I - `• 13 11 2 ` 10 9 7 s 3 VEGRESS 4O3 �Q - 2 1 i NOTES O1MATERIALS USED I HIS LEVEL 1. All wood, including floor sheathir g, shall be press e-preservative-treated in x 'F /\ \ accordance with AWPA Ul for the I pecies, product, Preservative and end use or be x / \ the decay -resistant heartwood of red wood, black locust or cedars. Preservatives shall i i be listed in Section 4 of AWPA Ul. i / \ / 25 2. Materials and installation method used for flooria and interior and exterior walls r and wall coverings shall conform to the provisions of FEMA/FIA-113-2. i \ 25 Y i \ O, \ \ \ \ 2 10 -0n Cel IIIgAik 13'-0" NAVD i (14.5 NGVD) E.F. HT. 55 I� \ Q 'v 3 CAR GARAGE 23 ,� � 5 USE WETARB 4 N , GYP. BD. OR (UNFINISHED) i �� 10'-0" Ceiling \ (YYPPOTHIONE: E L) (14.5 NGVD) i (14.5 NGVD) F.F. HT. Q Q V / /i \� 4 -ell 'NAI (14.5 NGVil) F.F. i 2 'OOFOuM TAIN i f FOFOP,b AIN F �. mov NOW 0 \ 5 � i IT-4"NAVD \ \ (14.8' NGVD) F.F. HT x ttt 12'-6" I N i 0,UP\ OS \ X1 �xx 1 ➢9 // 6 2 / / 1-18 - - - - - -- - 3 / /' �--------1 8---------- g /� 4 I -------16-------- I / �' s 1 1 15 12'-9" NAVD (14.3NGVD) F.G. x / 7 - - - - - - - 14 ---------L-� O 8 I ---- -- 13---------...P 3 Q I 8 0 O O s. // 11 I \\ A2.o3 fix, XJ 6 \ 16 14 11 ' EGRESS DOOR 15 0 x PER2OlOFBC(R) 9 ------_--_� 3112 8u 7 � 6 � 5 3 4 2 UP I Cl \S TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY(i) SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP (e) ICERBARRIER UNDERLAYMENT REQUIRED (h) FLOOD HAZARDS (g) AIR FREEZING INDEX (i) MEAN ANNUAL TEMP 0) Speed(d) (mph) Topographic effects(lc ) (NA) Weathering (a) Fmst line depth (b) Termite (c) NA See structrual drawings NA Negligible NA I Very Heavy NA NA NA STATION (closest) HEATING DEGREE DAYS (yearly total) DESIGN TEMPERATURES DEGREES NORTH WINTER. SUMMER 97.5% Dry Bulb 2.5% Wet Bulb 2.5% West Palm Beach 253 45 91 79 26040' WALL LEGEND CONCRETE C SEE STRUCTURAL DRAWINGS FOR SHEAWALL, REFER TO STRUCTUI DRAWINGS•O DETAILS WINDOW SCHEDULE Egress Impact SIZE TYPE Requirements Resistance Yes No Yes I No 1 2-4 x 6-0 CAMENT 0 0 11 4-0 x 8-0 FIXED GLA55 W/ 4-0 x 5-6 FIXED GLA55 T!R, N50M 0 0 12 5-O x 25-9 HALF CIPCLS TOP FIXW GLA55 0 0 14 2-6 z-1-0 FIXE17 6LA55 0 0 CASEMENT W/ 5-O x 2-0 FIXED GLA55 TPAN50M 0 0 I6 3-O x 5-O AND 5-O x.2-10 FIXED GLA55 51LL (5) 3-O x 5-O WINDOW (XOX) W/ 17 9-0 x 5-0 (3) 5-0 x 2-0 FI W 61 TIR460M & 0 0 (3) 5-0 x 2-10 FIXEITGLA55 51LL PAIR OF 5-O x 8-0 FIXED GLA55 WINDOW 0 0 19 6-0 x 8-0 W/ PAR .OF S-O x 2-0 FIXED GLA55 TRANSOM PAP OF 3-O x 5, 0: CASEMENT 1MNPOW W/ (7) 20 6-0 x.5-O 5-0 x 2-0 FIXED OLA55 IVAN50M & 0 0 (2) 3-0 x 2-10 FIYW 6LA555ILC 21 5-O x 5-O CASEMENT W/ 5-O x 2-0 FIXED GLA55 TWN50M 0 1 0 50 10-4 x 6-10 HALF -CIRCLE TOP FIXED 6LA55 0 0 PAIR OF 4-0. x 5-0 GLA55 WINDOW (XO & OX) 0 0 52 5-0 x 5-O W/ (4) 2-0 x 5-O FIXED 6LA55 SILL 54 3-O x 5-O CASEMENT W/ 3-O x 5-0 FIXED GLA55 51-1 0 x 5,-0 G1_A55 WIN19CW:C XOX) 0 m W/ (5) 5-0 x 5-O FIXED GLA55 51LL PAIR OF 5-O x 5-0 CA5FMSNT WINDOW 0 0 57 6-0 x 5-O W/(2) 5-0 x 5-O FIXED 6LA55 SILL PAIR OF 2-8 x 5-0 CASEMENT WINDOW 0 0 58 5-4 x 5-O W/ (2) 2-8 x 5-0 FIXED 6LA35 51LL 59 5-O x 4-O QUATREFOIL FIXED GLA55 0 0 40 6-0 x 10-0 HA-F-CIP.CLE TOPFIXED. 6LA55 0 0 I. W NDOW5 5HALL HAVE WHIT COI-OI'. FRAME5 AND T1NTEn 6LA55. 2, A I_ GLAZING AT HAZARDOU5 LOCA11ON5 5UCH AS TW, 5HOVVEK (� 5NCL05URE5, WINDOVV5. ETC., SHALL COMPLY WITH 5EC11ON5 R501 �] ANp R508 OF THE 2010 FLORIPA DUILDING CODE, A -IL WI NDOW5 5HA1-L COMPLY WITH CHAI'TEP R44 OF THE 2010 F ,6C. O3, y F� 4. GLAZING NAVE PI MI2 L1TE A5 PEP 5L5VATION5. 5, ALL WINDOW 61LAZING5 5-IA-L 65 IMPACT 6LA55 6. WATERPROOFING 5HGJ-L BE O51-SBR-100 CAULK. NOTES ON MATERIALS USED THIS LEVEL: Per FBC 2010 R302.9.1 Flame spread index. Wall and ceiling finishes shall have a flame spread index of not greater than 200, Exception: Flame spread index requirements for finishes shall not apply to trim defined as picture molds, chair rails, baseboards and handrails; to doors and windows or their frames; or to materials that are less than 1/28 inch (0.91 ml in thickness cemented to the surface of walls or ceilings if these materials exhibit flame spread index values no greater than those of paper of this thickness cemented to a noncombustible backing. Per FBC 2010 R302.9.2 Smoke -developed index. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450. /9. �!O'e six b0ffitJffi y RE'�I�10N GROSS SQUARE FOOTAGES ROOM NAME AREA BASEMENT A/C 02 S . 3 CAR GARAGE 1,239 SQ. FT. UNFINISHED 1,215 SQ. FT. REAR COVERED 542 SQ. FT. COVERED ENTRY 54 S . FT. Q PLAN KEYNOTE LEGEND OPROVIDE FOR FUTURE RAIN COLLECTION CISTERN AND FILTRATION SYSTEM. CONCRETE PIERS, REFER TO STRUCTURAL OSTRUCTURAL DRAWINGS 1� GAS BBQ GRILL AND COUNTER ff) OUTDOOR SHOWER AND FOOT WASH, WITH SAND TRAP ' 4 O AND DRYWELL, REFER TO PLUMBING DRAWINGS WALL ELEVATOR, REFER TO ELEVATOR DETAIL OGLASS DRAWINGS / OELEVATOR EQUIPMENT ROOM, REFER TO ELEVATOR SHOP DRAWINGS O.FEATURE FOUNTAIN, REFER TO LANDSCAPE DRAWINGS / O$ ROOF FOR LEVEL BELOW 9 3,� O CANTILEVER EYEBROW FEATURE, SEE DETAILS N10 NOT USED \\ 0 � 11 SAFE 00 S LE ❑Egress SIZE THK FI Impact ARKS Y'femNoeats Resistance Yes Yes No OI 5-O x 8-0 1 5/ 4" PAINTED FRENCH DOOR 0 0 02 5-0 x 8-0 1 5/ 4" f AIN'IE17 SELF -CLOSING 50LI7 COKE PANEL POOR 0 0 05 6-0 x 8-0 1 5/ 4" PAINTED PAR FRENCH POOP 0 0 04 8-0 x 8-0 ------- PAlNl OVERHEAD 55CTIONAL GARAGE POOR. W/ O'EVER 0 O O5 16-0 x 8-0 ------- PAINTED OVERHEAD SECTIONAL GARAGE DOOR W/ OPENER 0 0 06 3-0 x 8-0 1 5/ 4" PAINTED SOLID COPE PANEL DOOP O 1 0 IOI 6-O x 8-0 5/ 4" PAINTED FRONT ENTRY POOR W/ PAIR 5-0 x 4-0 FIXED 61LA55 TRAN50M & 2-0 z 8-0 51MLITt W/ 2-0 x 4-0 FIXED GLA55 TR,W50M O 0 102 2-8 x 8-0 1 5/ 4" 1 PAINTED SOLID CORE PANEL POOR 0 0 102a 2-8 x 5-0 1 5/ 4" PLANTED 5LIDING PANEL DOOR 0 0 102b 5.4 x 6-0 1 5/ 4" PAINTED 5LIDING 131-PA55 DOOR 0 0 105 5-O x8-0 1 5/ 4" PAINTED SOLID CORE PANEL DOOR O 0 10-1 2-4 x 8-0 1 5/ 4" PANTED 50LIP COPE PANEL DOOR O 0 PAINTED HORIZONTAL 5LIDING 6LA55 POOR W/ PAP 5-0 x 2-0 FIXED GLA55 Tr,AN50M 0 0 106 6-0 x 8-0 1 5/ 4" PLANTED PAP FRENCH 5LIDIN6 DR W/ PAR 3-0 a 2-0 FIXED 6L5 -RAN5 O 0 107 5-0.x 8-0 1 5/ 4" PAINTW PAIR FRENCH POOR W/ FAR 2-6 x 2-0 FIXED GLA55 TIZAN50M 0 O 201 5-O x 6-0 1 5/ 4" PANTED SOLID GORE PANEL POOP 0 0 202 2-8 x 8-0 1 ?5/ 4" PAINTED SOLID CORE PANEL DOOR 0 0 205 2-6 x 8-O 1 5/ 4" PAINTED 5CLID CORC PANEL DOOR 0 0 204 4-0 x 8-0 1 5/ 4" PAINTED PAIR SOLID CORE. PANEL DOOR 0 0 501 2-8 x 6-8 1 5/ 4" PAINTED FRENCH DOOR 0 0 W O C I, ALL DOOR5 TO FXII;PIOP MP GARAGE 5HALL HAVE WEATHER 5TPIPPIN6 & THRE5HOLD, 2, ALL GLAZING AT HAZAPPOU5 LOCATION5 SUCH A5 FRENCH DOOR, DOOR 51DELITE5, 5TC,. 5HP,LL COMPLY WITH 5ECIIVN5 R308 AND P511 OF TH5 2010 FLORIDA BUILDING CODE, /TLL DOOP5 5-IA-- COMPLY VOTH CW?rT k R44 OF THE 2010 FLORIDA DUILDING CODE -1. ALL OLAZIN05 91ALL Is5 IMPACT 6LA55 UNLE55 NOTED OfHEeM5E, 5, WATEPPPOOFINC, FOP EXTERIOR DOOR5 %A I_ BE 051-SBR-100 CAULK:, 12 DRESSING AREA WITH ANGLED MIRRORS 13 TUBE STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS 14 EDGE OF FLOOR OR ROOF ABOVE 1 cj RETAINING WALL, REFER TO LANDSCAPE DRAWINGS 16 RAILINGS, REFER TO DETAIL 17 SOFFIT/ HEADER TO 8'-0" ABOVE FINISH FLOOR 18 ROOFTOP PAVERS ON PEDISTAL SYSTEM 19 FUTURE SOLAR HOT WATER SYSTEM PANELS AND PROVIDE STUB -UP FOR FUTURE PHOTOVQI�C SYSTEM 20 ROOF PARAPET WALL 21 FLAT ROOF AREA 22 ROOFCURB 23 GRAGE FLOOR SLAB ON G 11SIGNED TO "BREAK -AWAY" 24 WALL MOUNT RANGE POT FILLER 25 VERTICAL RAIN LEADER, REFER TO ROOF & PLUMBING PLANS FOR SIZE 26 AMERICAN STANDARD SINK #12SB.171700 - 17xl7" SS UNDERMOUNT 27 FOUNTAIN PUMP AND FILTER. MOUNT PUMP ABOVE 17.9 NGVD THE BENFDIC7 OAOOF (IBC) NEHRECRNE AND PLANNING HOW FESFRRS IS CFMMTS AND 00 PROPERTY BOTTS N THESE PUNS IDEAS, K DEIGNS. SAME Ali NOT BE REPRODUCED, DANGED, OR COPIED N ANY FONT OR MANNER , NOR SEAL THEY BE Al TO AHY THIRD W WIHOUf RRST OSl WKS PEN11SSON FROM PRO D KWOR MI. DW AND AM ALL DNERRONS ON SIR PRIOR TO SONS TUCMN. THESE aaNNGS WA NOT BE SUB, REVISIONS NO. DATE DESCRIPTION 1 2/21/13 ADJUST ENTRY STEPS 3 3/6/13 HEIGHT COORDINATION 4 5/1/13 BLDG. DEPT. COMMENTS Ths Benedict amw ARCHITECTURE - PLANNING 1525 NW 3RD STREET SUITE NO.1 DEERFIELD BEACH, FLORIDA33442 (954)570-9500 PAX (9%) 570-9550 w .thebmedictgroupmm License No.AAC-001900 Ua W� I--i Q u q Qn o z W o z z F U U _ CD o F- z Cf) r�^1 H ARCHITECTS SEAL VJUN V182�0134� SHEET TITLE GROUND FLOOR PLAN SCALE DRAWING NUMBER A 1.01 DATE 2-21-2013 DRAWN &CHECKED BIB / RST JOB NUMBER P-1103 r I NOTES ON MATERIALS USED THIS LEVEL; 30 --711 spread Wall and ceiling hhe es all hav e flame spread index of not greater than200. \` l Exception: Flame spread index requirements for finishes shall not apply \ az.oi to trim defined as picture molds, chair rails, baseboards and handrails; to -s doors and windows or their frames; or to materials that are less than 1/28 inch (0.91 mm) in thickness cemented to the surface of walls or ceilings if these materials exhibit flame spread index values no greater than those of paper of this thickness cemented to a noncombustible backing. Per FBC 2010 R302.9.2 Smoke -developed index. Tx Wall and ceiling finishes shall have a smoke -developed index of not 25 16 greater than 450. 2'..) 25 TERC'E / All insulation materials shall comply with FBC 2010 R302.10 Flame 16 17 /. ,2" - - 24'-0" VOInme Ceiling 25'-0" NGVD d` o� ' '� \ / spread index and smoke developed index for insulation. 1 19 20 21 F.F.H ,,6\� 5.//// //•//' \� 12 13 DN $$� 3 O 25' --J" I' 16 2xx 11 9 10 16 Y. 8 � i 7 O, 5 6 / ios c? AO 20 s, 16 3A, \ 17/ \ N \� .\ V) /O 10N 19 N EGRESS 19 23'-0" Ceiling �wU� \ N F _S ON 16 BR 25 s" MAST R'S GREAT 25 / QUAD ERS / \ ROOM - N 12'-0" Ceiling 23'-6" Vol e Ceiling 0 `° / ILRhCYjI / A 12'-7 /2'' 12'-71/2" = 106 - 106 - 106 / KI HEN N n T v 11'-0" Cl , 12'-0" eiling g r� 15'-5 " I/ 2Ioz i \ _ �/ ry �.t04 Clo •. �\ 0 COO \ F.F. T. 11'-0" Clg. GROSS SQUARE FOOTAGES ROOM NAME AREA FIRST FLOOR A/C 2,825 SQ-77 SECOND FLOOR A/C 2.073 SQ. FT. TOTAL A/C 4,898 S . FT. \�15b, F162 = \ N � Ahu 7�_ 11'- ° clg. / ''-9,, 'o• - � o� 1 N g' ITS, / I62 ti 2'' MAST IS /� ,alb 102 30 /o" clg BAT 0 PLAN KEYNOTE LEGEND of�0) e- 11-0 Cer�Fll ding 9 oz� 6 12 g • / PAN 6 6 // ' E / HE ' S PROVIDE FOR FUTURE RAIN COLLECTION CISTERN AND 0 a 2':-6" ' SOG 10' 'lg. IO2 � ' / 6 \\ O FILTRATION SYSTEM. UP , 21 O STRUCTURAL CONCRETE PIERS, REFER TO STRUCTURAL NT 25'-0„ VD n ^a, c 2 DRAWINGS 9 5 'F.F, HT. I rrl 1 1 /3 F / O103 q`� 2 18 co \ n HIS' O AS BBQ GRILL AND COUNTER ( 3 \ a � 4 17 5 3 \ O OUTDOOR SHOWER AND FOOT WASH, WITH SAND TRAP 16 AND DRYWELL, REFER TO PLUMBING DRAWINGS O; 6 IS /j 2'• \ 5 GLASS WALL ELEVATOR, REFER TO ELEVATOR DETAIL \ 7 14 , 2 Y 6 : \ (b O DRAWINGS \ CP 8 1 6 13 /O 5 6 ELEVATOR EQUIPMENT ROOM, REFER TO ELEVATOR SHOP \ O DN 2 /ice O.. J O DRAWINGS \ 19 9 7 o O7 FEATURE FOUNTAIN, REFER TO LANDSCAPE DRAWINGS 14 fix` 10 1 OUN1 MFCN SOUP, 14 y) / 11 A ,\ MOUNTPDAT3OVE17.9 13 12 ON 1-4 _81 V_ NOVD O ROOF FOR LEVEL BELOW 14 11 9 0 O CANTILEVER EYEBROW FEATURE, SEE DETAILS 8 6 A2.o3 \� _ 10 NOT USED p a 'O �' / 3 �O 11 SAFE 2 15 WINDOW SCHEDULE 1 SIZE TYPE dress Re T++rements Impact Resistance Yes No Yes NO I 2-4 x 6-0 CA5EMFNT 0 0 11 4-0 x 8-0 FIXF19 6LA55 W/ 4-0 x 5-6 FIXED CALA55 9zAN5OM 0 0 12 5' O x 25-9 HALF CIII TOP FMP 6LA55 0 0 14 2-6 x 4-0 FWP GLA55 0 0 16 3-O x 5-O CASEMENT W/ 5-O x 2-0 FIXED OLA55 TFAN50M 0 0 ANP 3-O x 2-10 FIXED OLA55 5ILL C 5) 3-o x S-0 WINPOW (XOX) W,/ 17 9-0 x 5-O (5) 5-0 x 2-0 FIXFP 61LA55 TRM50M & 0 0 ('5) S=O x 2-10 FIXF9 GLASS 5ILL PAIR OF 5-O x 5-0 FIXFP GLA55 WINPOW 19 6-O x 8-O W/ FAIR OF 3-O x 2-0 FIXFP OLA55 TRAN50M O O PAIR OF 3-0 x 5-0 CA5_�MFNT WNPOW W/ (2) 20 (2-0 a. 5-0 3-0 x.2-O FI W CILA55 TFM50M & 0 O C2) 3-0 x 2-10 FIXFID aLA55 5ILL 21 5-0 x 5-O CA5EMENt- W/ 3-0 x 2-0 FIZP 6LA55 TM50AA 0 0 50 10-4 x 6-10 HALF -CIRCLE tOP FIXED OUA55 0 0 32 8-O x 5-0 PAIR OF MO x 5-0 OLA55 WINDOW (.XO & OX) 0 W/ (4) 2-0. x 3-O FIXEP OLA55. 5ILL 34 5-O x 5-O CA WE Nf W/ 3-O x 3-0 FIXED 6LA55 5I1-1- 0 0 35 9-0 x 5-O (5) 5-O x 5-0 GLA55 WINDOW (XOX) 0 0 W/ (5) 5-O x 3-O FIXEP GLA55 5ILL 57 6-O x 5-O PAIR OF 5-0 x 5-0 CASEMENT WINDOW © 0 W/ (2) 3-0 x 5-O FIXED OLA55 5ILL 38 5-4 x 5.0 PAIR OF 2-8 x 5-0 CA5WM NT WINDOW 0 W/ C 2) 2-8 x 5-0 FIXEP 6LA55 511-L 59 3-O x.4'-0 OLIATREFOIL FIXED GLA55 0 0 -10. 6-0 x 10-0 HALF -CIRCLE TOP FIXEP 6LA55 0 O 1, WINPOW5 :HALL HAVE WHITE COLOR FRAME5 AND TINTED 6LA55. 2, ALL GLAZING AT NAZARYJOU5 LOCATION5 51JI A5 TU13, SHOWER Vj ENCL051ARF5, WINPOW5, ETC„ SHALL COMPLY WITH 5ECTI0N6 R301 uj AND R308 OF THE 2010 FLORIPA 6UILPINO CODE, O5, ALL WINPOW5 MALL COMPLY WTH CHAPTER R44 OF THE 2010 r� 461-AZIN6 9-KI, HAVE PIVIPFF LITE A5 PER ELFVAVON5. ALL WINDOW 6LAZIN65 SHALL M IMPACT 6LA55 6. WATERPROOFING SHALL M 051-5DR-100 CAULK. DOOR SC D L ❑ SIZE THK FIN gress Impact REMA S Re turemen s Res stance Yes No I Yes No OI 3-0 x 8-0 1 3/ 4" PAINTED FRENCH POOR @ p 02 5-0.x 8-0 1 3/ 4" PAINTFP 5FLF-CL05NN 501,IITCOePANEL POOR O O 03 6-0 s 8-O 1 ?5/ 4" PAIN MP PAN FRENCH POOR 0 0 04 8-0 x 8-0 ------- PAINTED OVEMEAP 5ECnONAL GARAGE POOR W/ OPENER 0 0 05 16-0 x 8-0 `----- PAINTEP OVERHEAD 5ECTIONAL OARAG' DOOR W/ OPENER 0 0 06 3-0 x 5-0 3/ 4" PANTEP 5OLIP CORE PAMCL POOR B 0 101 6-0 x 8-O 1 5/ 4" PAINTEP FRONT ENTRY POOR W/ PPJR 3-O x 4-O, FIXED 5LA55 n2AN50M & 2-0 x 8-0 51PELITE W/ 2-0 x 4-0 FIXEP 6I-A55 TRANSOM 102 2-8 x 8-0 1 3/ 4" PAINTED 56LIP CORE PANEL POOR O O 102a 2-8 x 8-0 1 5V 4" PAINTED 51- VIN6 PANEL DOOR O O 1026 5-4 x 8-0 1 3/ 4" PAIN IMP 5,IDIN6 I91-PA55 DOOR O O 105 5-O x.8-0 1 5/ 4" PAINTED 50LIP COP.F PANEL DOOR O O 104 2-4 x 8-0 1 3/ 4" PAINTED SOLID CORE PANEL POOR O O 105 6-O x B-0 ----- PAINTED HORIZONTAL 5-1PINO GLA55 POOP W/ .PAIR 5-0 x 2-0 FIXED 61_A55 TF.AN50M 0 0 106 6-0 x 8-O 1 5/ 4" FAINTFp PAIR FRENCH SLIDING PR W/ PAIR 3-O x 2-0 FIXED 6L5 TVM5 0 0 107 '5-O x 8-0 1 3/.4" PAINTED PAIR FRENCH POOR W/ PAIR 2-6 x 2-0 FIXEP GLA55 TFM50M 0 0 201 3-O x 8-0 1 3/ 4" PAINTEP 50LIP CORE PANEL POOR 0 0 202 2-8 x 8-0 1 3/ 4" PAINTED 5OLID CORE PANEL DOOR 0 0 203 2-6 x 8-0. 1 3/ 4" PANTED 50.11 CORE PANEL DOOR 0 0 20-1 4-0 x SO 1 5/ 4" PAINTED PAIR SOLID CORE PANFL.POOR 0 0 301 2-8 x 6-8 I '3/ 4" PAINTED �. FRENCH DOOR O 0 O Z I, ALL DOORS rO EXTERIOR AND 6WA6r 5-faLL HAVE WEATHER 5TRIPPIN6i & TNRE5HOLD, 2, ALL GLAZING AT HAZARDOU5 LOCA11ON5 5LICH A5 FRENCH DOOR, DOOR 51MLITE5, ETC„ MALL L COMPLY WITH 5ECTION5 R508 AND P511 OF It 2010 FLORI2A PILL.PING CODE. 3, ALL POOR5 SHALL COMPLY WITH CHAPTER R44 OF THE 2010 FLORIPA 6UILDIN6 COPE, 4, {ALL 6LAZIN65 SHALL M IMPACT 6LA55 UNL.E55 NOTEP OTNERWI5C, P. WATERPROOFING FOR EXTERIOR. 70OR5 5H&L DE 01 CAULK. 12 DRESSING AREA WITH ANGLED MIRRORS 13 TUBE STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS 14 EDGE OF FLOOR OR ROOF ABOVE 15 RETAINING WALL, REFER TO LANDSCAPE DRAWINGS 16 RAILINGS, REFER TO DETAIL 17 SOFFIT/ HEADER TO 8'-0" ABOVE FINISH FLOOR 18 ROOFTOP PAVERS ON PEDISTAL SYSTEM 19 FUTURE SOLAR HOT WATER SYSTEM PANELS AND PROVIDE STUB -UP FOR FUTURE PHOTOVOLTAIC SYSTEM 2O ROOF PARAPET WALL 2, FLAT ROOF AREA 22 ROOF CURB OGRAGE FLOOR SLAB ON GRADE DESIGNED TO 23 "BREAK -AWAY" 24 WALL MOUNT RANGE POT FILLER 25 VERTICAL RAIN LEADER, REFER TO ROOF & PLUMBING PLANS FOR SIZE 26 AMERICAN STANDARD SINK #12SB.171700 - 17"x17" SS UNDERMOUNT 27 FOUNTAIN PUMP AND FILTER. MOUNT PUMP ABOVE 17.9 NGVI) THE BENENCI GRDUP (I IACHOECNRE ADD n NNG HEM RFSEM OS 00FtRI7R5 AND OTHER PROPERTY RIGHTS N THESE PUNS, IDEAS. AAD DESM. SAYE 9AI NOT BE REPRODUCED, CHANGED, OR CORED N ANY FORM OR RAWER . NDR SWa THEY BE ASSIGNED TO MY THM PARTY REHM FIRST OBIANING WI PERNSSNN FROM ISO CMTRALTOR SWYL OEC1( AND HRN ALL MEtSOIB ON SIZE PRIOR TO Ok SHMON. THESE BRANDS RUST NOT BE SCAB. REVISIONS NO. DATE DESCRIPTION 4 5/1/13 BLDG. DEPT. COMMENTS Benedict amup ARCHITECTURE • PLANNING 1525 NW 3RD STREET SUITE NO,1 DEERFIELD BEACH, FLORIDA 33442 (9%) 570-95W FAX (954) 570-9550 w Ahebemdictgroup.mm License No.AAC-001900 W U U� W� O c o z LL- O zz z CD U = W N J Q U) z � n , ARCHITECTS SEAL �.��la 18 �z�l� � SHEET TITLE FIRST FLOOR PLAN SCALE DRAWING NUMBER A1.02 DATE 2-21KED DRAWN &CHECKED BIB / RST JOB NUMBER P-1103 / o o ' / / Q / NP 2 F0� �VQe N\ �� C3 GPI \R-5 5�P \ \ -45.02 C27 \ \ nT 6.20 \ \ GRADE BEAM SHALL BE UNDER THE POOL\\\ FOUNDATION. co co Sy EN&l No 72471 Q°°• STATE OF ;'4°°•.fCORIDP.°°•° 3'41" 3'-0i' 2,4, 7' 2'$' 3'-0z" 3'-4 1., 8c C3 C3 I I \_ C3 REPRESENTS AUGER CAST PILE BELOW 2'-8" NGVD, TYPICAL. PROVIDE 4" THICK P7LAPPED ONCRETE SLAB @ ELEVATION 14.5 LAB TO BE OVER 6 MIL VAPOR BARRI AND TAPED 6" MIN. OVER WELL TED (SEE SOILS REPORT) TERMITE 1 REATED SOIL. SAWCUT SLAB 2" DE EP FORMING SQUARE PANELS 6'x6' NOTE: ALL MASONRJ WALLS AT BASEMENT LEVEL EXCEPT STAl CASE WALLS ARE FRANGIBLE "BREAK- WAY" WALLS U.N.O. /" C3 I C3 t � CF-2- ti C3 FOOTING SCHEDULE r REINFORCEMENT DIAMETER AND COUNT r = IE CODE 3 Z7 Q w yU SHORT WAY LONG WAY ADDITIONAL REQUIREMENTS CF-1 24" CONT. 12" 12" # 4's @16" c1c BOTTOM (3) # 5's BOTTOM CF-2 42" CONT. 14" 12" # 5's @I6" o/c BOTTOM (4) # 5's BOTTOM - P-1 1 30" 1 3U. 14" 12" 3#5 BOTTOM 1 3#5 BOTTOM C3 8" CAST IN Lk>;CE CONCRETE WALL. REINF RCE W/#4's@ B" + 2 'O/C VERTICAL, AaCH FACE \ 4.59 +46.43 ,j #4's @12"O/C H ZONTAL, 59.40 / `NOIDDLE 10 \' it 12 x O 16 15 m�O \ GF OOA 0�p•\ \ / 1 IM N ) C3 FOUNDATION PLAN 0' 2' 4' B' 4 8" CMU WALL 1/2" EXPANSION JOINT. W/ #9 LADDER TEMPERATURE REINFORCEMENT TYPE REINF Z EVERY OTHER MAIN TOP REINFORCEMENT COURSE 11 COMPACTED a a FILL III w SLOPE ERA CF OVERLAPII f -,1 d W.W.M. MIN II O O o o • • a d. q I.30" @PERT M. J II • • •" • ° � III-. _- I I I I dI i- -- ° " GIP SLAB SEEFOUNDATION ¢ III ° °• _ _ _ ,J" PLAN FOR REINFORCEMENT. FIN. GRADE m #4'S 16"O.C.TRANSVERSE III -III III CONT. III #4'SCONT. O. NSVERSE - III-- -- III BOTTOM REINFORCEMENT _L_ 1 �L POURED CONCRETE TIE - — — —_— I o 0 o BEAM. SEE PLANS &SCHED. _ —III IIIIII !- 0 FOR DIM, & REINFORCING STEEL I IIIIIII I III III 111—III= - - I� II IIII IIL III .III-III-111„III; IIIIIIIII� III 1 6" STEP SECTION 2 8" CM - 30x12 FTG, 3 TIE BEAM & SLAB CONNECTION S2 SCALE: 3/4" = 1' 52 SCALE: 1/2" = 1' 42 SCALE: 1/2" = 1' EMBED PLATE BY P.C. MANUFACTURER PRE -CAST CONCRETE SLAB AND COMPOSITE STEEL JOIST 0 o M a 1/8" 2" Iw U) / COMPOSITE STEEL JOIST 5/17/2013 '. CLASSIC structural Engineering F \ C3 FARID ABUGATTAS, P.E. STRUCTURAL ENGINEER 380 NW 67TH ST - UNIT 107 BOCA RATON, FLORIDA 33487 PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 P.E. LICENSE # 72471, CA#29407 WWW.PROJECTCLASSIC.COM FARID@PROJECTCLASSIC.COM so� (2) #5's (2) #5's (2) #5's PRE -CAST CONCRETE SLAB M AND COMPOSITE STEEL JOIST (2) #5's (4) #5's y 1'-6" 5 CONCRETE BEAM 13105 S2 SCALE: 3/4" = 1' PRE -CAST CONCRETE SLAB AND COMPOSITE STEEL JOI t — 2X4 PT BLOCKING BETWEEN EACH TRUSS. ATTACH TO WALL WITH (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. 6"CMU WALL CONC. BEAM - SIZE VARIES. SEE SCHEDULE SIMPSON H2.5A CLIP FULLY NAIL TO EDGER & SIDE OF TRUSS PRE-ENGINEERED TRUSSES @ 24" O/C POURED CONCRETE TIE BEAM. SEE PLANS &SCHED, DIM. & REINFORCING STEEL 4 WALL CONNECTION 52 SCALE: 3/4" = 1' MB mmlcr W IN) NNNEW NW Rom i" was IIS WRWAl15 NN 00 PP.O M W9M N 116E PING. IOFAS, NN DIM& SNE %U W BE Rffl W ,, UftM OR D]PEO N NO' M OR we ,NOR au 116 B,W991W W NO' ME MR am W WWK WWBN POHM FIN WO WOOM BNW GIA NW VW U WINS ON 91 PWW TO 0ATRUClpll. THM AJM WM NOT BE SXA REVISIONS NO, DATE DESCRIPTION 1 02/21/13 FRONT STAIRS 2 3/05/13 REVISIONS 3 3/10/13 BLDG DEPT 4 4/26/13 STEEL COL PEDESTAL 5 6/12/13 GARAGE COL Benecict 0 0 ARCHITECTURE • PLANNING 1525 NW 3RD STREET SUITE NO, I DEERFIELD BEACH, FLORIDA 33442 (954) 570-9500 FAX (954) 570-9550 www.thebenedictgroupxom License No.AAC-0o1900 W u Awl �J Q r—i C/) Q f� L� CD F- Lu WU CJ O �— � CJ7 I� SHEET TITLE FOUNDATION PLAN SCALE AS NOTEDDRAWING NUMBER DATE 02/0 S 2 DRAWN &CHECKED CHECKED F.A. JOB NUMBER #0872 =mac' �'=1w..srrti?T w-;;, ,_-,e �%•- _..._ _._.__. STEEL COLUMN SCHEDULE ST L SS MAY BE INCREASED F AVAILLAABILITY OFAMATERIALS REQUIRES IT MAINTAI OUTSIDE -STEEL E Oi CO SS AN E CODE SECTION CAP CAP ANCHORS BASE BASE ANCHORS REMARKS HSS 3.5x3.5x 1/4 (3) 5/8" OX8" HEADED STUDS (4) 4'OX8" HEADED STUDS SC1 [3IEE t" x 7" x 7" ALONG BEAM CENTERLINE T x 10" x 10" 7" SQUARE LAYOUT, CENTERED. HSS 3.5x3.5x 1/2 (3) 5/8" 0x8" HEADED STUDS (4) a"04" HEADED STUDS SC2 O R e" x 7" x 7" ALONG BEAM CENTERLINE t x 10" x 10" 7" SQUARE LAYOUT, CENTERED. HSS 6x6x 1/2 (3) 5/8" 04" HEADED STUDS (4) 4Ydx8" HEADED STUDS SC3 o R J' x 7" x 10" ALONG BEAM CENTERLINE 1" x 10" x 10" 7'. SQUARE LAYOUT, CENTERED. HOT DIPPED GALVANIZED 1 C6 i +46.94 i I F C8 �. C3 1 17 1 14_Zz •^ .'� -- +4Z01 -60.55/ i - a � •' 2 ,♦, C3 B102 TOP REBAR A8,48 OV RNC3N000S _ / LOADING THIS LEVEL FIRST FLOOR FRAMING PLAN "=1 F o' 2' 4' 8' 4 3 S3 30'-7" 4� 7 6. ° ° . - - - - - - - - - -- -- ' - - --_____- -----����a� C3 a a B106 ° a ♦� C n y C C3 ♦♦♦♦` 7g, Q #4' @12"0/C TEMP a w O)0 4 io a @72„ Y� O ♦ �� @ 12<16 d C°7 0. 8/C h ^ti O 5 ad. rFMa 9r0j ♦`♦ zi� x Oq QP 4 a U O 5���. C2 z 1 _zq 0 ,18-8„ 2'-li G �O O 4 �A <o; T7" C L _ s;8 C17C22___ _ B101__- +37.81____ �____ ____ ___����_ _ �,♦�^� ,a S,3 h1.99 C22 C17 ♦ C 1+41.131 �,. -45.13 C3 � 0 � -45.13 `♦� r O > 0 ♦♦♦ i ,. wazo C2 C13 y w � � C2 �♦•�„�' �C1 ww> ,� FF 25'-4"NGVD z U °U' O w w °LLCWIu°zw / � Lu LD P ��� �♦♦ FF 25'-4" z p 00 w i • 6" AB •, 500 PSI LU age i, 2 33�Ey 2 S4 S 84 S SC SC1 S3 ���,♦� ,,� 8104 C3 B104 B10-4 C3 3 B1 �. - ���-----� - TI 3 i --------- �---fiT__a#4's @,15" /CTEMP .' � ♦♦ `% #46@a15 O/CTEMP % �� ♦ O O ,. .11:,4's @ 1 ' O/C TEmw `♦♦ 4 C10 O O \� 7% ° y �,,♦ __ ♦�♦♦ N N - - � � 3k +42.10 B114 a ry. ♦ " I •'��� '+ +45.16 -49.34 �� =5000PSI I `♦ G � •♦ �, G� O ♦`♦♦, ,•� 0 J � `/ C1 0 `• %% r 9 0 7 6` •'� •" 001 IF' RAN 17� 16 z: Q O♦ 55 5' ?•O� ♦`♦�`♦ z . 5115 1 •' 8 0 F +23'-0'NG U 2 S2 10 o a �� �� 2S2 O4. 3 O 1 11 O DN 8" POURED CONCRETE WAL c 1 " 11 / 0. 3 - - - #4's @ 8" O/C VERTICAL EACH FACE 1 1 1 1 12 #418 @ 12' O/C HQRIZCNTAL MIDD� �, " 10 � 4" THICK CONC. SLAB W/ (1) LAYER OF -5 W1.4 X W1.4 6/6 W.W.M. (TO BE LOCATED 515 j FROM THE TOP OF THE SLAB & SHALL BE SUPPORTED BY APPROVED MATERIALS OR P1 SUPPORTS NOT TO EXCEED T-O" O/C EACH WAY) ON 6 O , 4 5 / 2 TTREATIWELLIL LR BARRIER ED OMPACTED FILL TERMITE L FLOOR FINISHES = 26 PSF _0 '` 3 DUCTWORK = 4 PSF 5qp Q ^0 2 82 F'c=2,500 PSI CEILINGS = 2 PSF °? �� ° t 1 / F 1 Na LIVE (55 PSF) OCCUPANCY LIVE = 40 PSF PARTITIONS:ASCE7-10: 4.3.2 = 15 PSF A x 6" THICK INTERIOR FLOORS (154 PSF) C3 kGJO LOB" ' EMBED PLATE FULLY GROUT DEAD (114 PSF) SLAB SELF WEIGHT= 75 PSF R BY P.C. MANUFACTURER FLOOR FINISHES = 33 PSF g5 TEMPERATURE REINFORCEMENT DUCTWORK = 4 PSF CEILINGS = 2 PSF 8"CMU WALL PRE -CAST CONCRETE SLAB LIVE (40 PSF) OCCUPANCY LIVE = 40 PSF PRE -CAST CONCRETE SLAB PRECAST FLOOR SYSTEM \\ PRECAST FLOOR SYSTEM 8"CMU WALL BALCONY WITH AREA 100SQFT OR MORE (214 PSF) , , ° ° €� °v ° . MAIN TOP REINFORCEMENT PRE -CAST CONCRETE 3LAB PRECAST FLOOR SYSM SL PE PER ARCH + ? d DEAD (114 PSF) FLOOR SYSTEM SELF WEIGHT= 75 PSF #5's @ 16" O/C HOOKS 1S FLOOR FINISHES = 33 PSF /8" 2" DUCTWORK = 4 PSF ° CEILINGS = 2 PSF iii - 0 F-C LIVE (100 PSF) OCCUPANCY LIVE = 100 PSF ROOF (65 PSF) d DEAD (35 PSF) PLYWOOD = 2 PSF POURED CONCRETE TIE U ROOF FINISHES = 19 PSF BEAM. SEE PLANS & SCHED. TRUSSES = 7 PSF • INSULATION = 1 PSF FOR DIM. &REINFORCING STEEL `O DUCTWORK = 4 PSF BOTTOM REINFORCEM CEILINGS = 2 PSF 6" NO MECHANICAL ANCHORAGE. MORTAR CONNECTION ONLY, POURED CONCRETE TIE LIVE (30 PSF) CONSTRUCTION = 30 PSF 12"CMU WALL BEAM. SEEP-ANS & SCHED. FOR DIM. & REINFORCING STEEL PANEL POINTS 200 LEIS LIVE POURED CONCRETE TII SLAB EDGE TO JOIST TOW WALL BEAM. SEE PLANS STE LOAD DISTRIBUTION TO CHORDS: FOR DIM. &REINFORCINGSTEEI DEAD (35 PSF) TOP CHORD = 28 PSF BOTTOM CHORD =7PSF 1 WALL CONNECTION 2 CONNECTION 3 STEEL JOIST & CONCS_LAB CO_ Nlv. LIVE(30PSF) TOPCHORD=30PSF S3 SCALE: 3/4" = 1' S3 SCALE: 3/4" = 1' 1,.S3 SCALE: 3/4" = 1' BOTTOM CHORD = PANEL POINT LOAD 52 C4 �0` O '�s, NO�� OC \C\G PNO FF +25'-4" GVD "pM.U����� FARID ABUGATTAS, P.E. � ° V\CENS�r°°• ��� � � � I No72a7, _ �sVl%� STRUCTURAL ENGINEER V 380 NW 67TH ST - UNIT 107 BOCA RATON, FLORIDA 33487 PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 ® •°• BTATEOF �dg, P. CLASSIC "40RIDP.•°.` P.E. LICENSE # 72471, CA#29407 ....... 0, °�D�5/17/2013 Structural Engineering WWW.PROJECTCLASSIC.COM FARID@PROJECTCLASSIC.COM CONCRETE & CMU COLUMN SCHEDULE c5 8"x12.5"X13.5" POURED CONC. COL. 1 w/ (6) #6's VERT. w/ #3 TIES @ 8" O/C 8"x8" REINFORCED MASONRY COL. NOTE: BOTTOM OF LOWEST HORIZONTAL C1 w/ (1) # 5 REINF. BAR (30" LAPS) 8"xl1"X12.5" POURED CONC. COL. MEMBER HAS BEEN LOCATED wl (1) # 7 REINF. BAR (42" LAPS) C6 w/ (6) #6's VERT. ABOVE IT-1 1" NGVD SEE FNDN & FRMNG PLAN FOR LOCATIONS w/ #3 TIES @ 8" O/C FILL w/ GROUT - SEE STRUCTURAL NOTES. 8"x12" REINFORCED MASONRY COL. 8"x6"X18" POURED CONC. COL. 2 w/ (2) #5 REINF. BAR SHEETS 83 AND S4. C7 wl (6) #G's VERT. ^ w/ (2) #7 REINF. BAR, FOR BREAKAWAY w/ #3 TIES @ 8" O/C �O RETAINING WALLS. SHEET 52. x20 " 7:7 SEE PLAN FOR LOCATIONS & SPACING Wx12.5"X13" POURED CONC. COL. s' p; FILL W/ GROUT - SEE STRUCTURAL NOTES. CS 00 w/ (6) #6's VERT. w/ #3 TIES @ 8" O/C C3 ® 18"x18" POURED CONC. COL. wl (8) #7's VERT. w/(2) SETS OF #3 TIES @ 12" 0/C w/ (6) #6's POURED CONC. COL. ..' ♦♦ � C9 w/ (8) #6's VERT. +47.01 C5 i `• w/ #3 TIES @ 8" O/C 5 -60.55 S 3 `•� 4 8"x24" POURED CONC. COL. • w/ (6) #5's VERT. 8"x15"X13' POURED CONC. COL. w/ #3 TIES @ 8" O/C C8 ♦` r' C10 w/ (6) #6's VERT. +44.83 y +42.52 ♦ ♦ ( w/ #3 TIES @ 8" O/C 5703 •`♦ 11 8"x19" POURED CONC. COL. w/ (6) #5's VERT. C5 N w/ #3 TIES @ 8" O/C N �+ +47.81 Is 8"x10"X1O" POURED CONC. COL. B103 TOP REBAR 4 C12 0= w/ (6) #Bs VERT. IS CONTINUOUS Is wl #3 TIES @ 8" O/C OVERC3 ,, _ C16 - EIN12" POURED CONC. COL. ' C13 w/ (4) #5's VERT. w/ #3 TIES @ 8" O/C y3• °Q . F 8"x12.5"X9.5" POURED CONC. COL. 'O� O,y �c 0 f 0 �. 14 ®d7l w/ (6) #5's VERT. LM� y�Nc 6 F pFN Q ry p, w/ #3 TIES @ 8" O/C Th qNp RGo SF STF i 8"x11.5"X15" POURED CONC. COL. 27„ CONO���� T� OFOrS C3 0 v, C15 w/#3TIES @ 8" O/C 5' "NGVD qC UT a:g, 16 8"x12.5"X&5" POURED CONC. COL. w/ (6) #5's VERT. `♦ O�0 wl #3 TIES @ 8" O/C � C13 ♦� ♦ � i �`♦ 2• 12"x11"X25.5" POURED CONC. COL. `♦� 0 '`f* C17 w/ (6) #6's VERT. S3S 0 6705 �`♦ ♦ O s• wl #3 TIES @ 8" O/C ♦` bl EIN17" POURED CONC. COL. o�y , C18 ® w/ (4) #6's VERT. m i C3 . C7 N w/ #3 TIES @ 8" O/C i' 8"x , "' 12.5"X8.5" POURED CONC. COL. jp SC +47.81 4 � \ C19 w/ (6) #5's VERT. i i B103 TOP REBAR N ` w/ #3 TIES @ 8" O/C IS CONTINUOUS OVER C3 m, 8"x10.5"X14" POURED CONC. COL. / 'C7 C20 <0mw/ (6) #5's VERT. i m w/#3TIES @8"O/C FF +25'-4"NGVD i -21 8"x12.5"X85' POURED CONC. COL. s Q w/ (6) #5's VERT. C3 C3 Y w/ #3 TIES @ 8" O/C , ' 12"x12" POURED CONC. COL. f C13 +45.16 C22 w/ (4) #6's VERT. wl #3 TIES @ 12" O/C i a ��i 0 ♦♦` ^o°' i 12"x12" POURED CONC. COL. O 0 ♦♦ C23 w/ (4) #6's VERT. ' 2, ,`♦�0 C9 :Cg W/ #3 TIES @ 12" O/C ,♦• 8"x16" POURED CONC. COL. i O �°e^ �`♦� .''�� ^� C24 ® w/ (4) #6's VERT. W/ #3 TIES @ 8" O/C a 1' 12"x18" POURED CONC. COL. C25 M w/ #3) E S VERT. 0/C 120z12" POURED CONC. COL. C26 w/ (4) #6's VERT. 4 18"x14' POURED CONC. COL. C27 ® w/ (8) #6's VERT. w/(2) SETS OF #3 TIES @ 12" O/C BEAM SCHEDULE *GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELEVATIONS WITH ARCHITECTURAL iF N D C PACIE FC'65h15I WIDTH MASONRY OPENINGS WITH WINDOW MNFR & N.O.A. *FOR ARCHED BEAMS ADD (2) # 5'S DIAGONAL EACH END OF THE BEAM. ADD (1) EXTRA #5 DIAGONAL EACH SIDE FOR EVERY 4" EXTRAWIDTH. ELEVATION]*SCHEDULED BEAM DEPTHS ARE MINIMUM REQUIRED, NOTIFY THIS OFFICE IF ACTUAL BEAM EXCEEDS SCHEDULED DEPTH BY 6" OR MORE. *TYPICAL TIE BEAM OVER WALLS TO BE 8"x12" w/ (2) #5's TOP. AND BOTTOM. (4) #3 TIES @ EACH SIDE OF EVERY BEND, CORNER AND TRANSITION. TIE BALANCE @48" O/C. TIE BEAM DROPS DOWN TO TOP OF OPENING - SEE FRAMING PLANS. ° TMIDOP REINF. REINF. *FOR 12" AND 16" WIDE TIE BEAMS, INCREASE TOP AND BOTTOM LONGITUDINAL STEEL TO (3) # 5 BOT REINF. *"PCL" NOTE IN PLANS REFERS TO PRECAST LINTEL MANUFACTURED BY CASTCRETE WITH NOA # 06.0222.01 *TIES AT "E.E." REFERS TO EACH SIDE OF EVERY INTERMEDIATE SUPPORTING COLUMN. *BALANCE REFERS TO THE SPACING OF THE REMAINING TIES AFTER THE TIES AT EACH END HAVE BEEN INSTALLED. SECTION REINFORCEMENT TIES CODE WIDTH DEPTH ELEVATION TOP MID BOTTOM SIZE END SPACING BALANCE REMARKS PCL 8 8 _ _ _ 1 # 5 PRE -CAST LINTEL: SOLID GROUT CMU OVER LINTEL B101 18 27 +25'-1" NGVD 4 # 8 2 LAYERS OF 2 # 5 4 # 8 3 6 #3 TIES @ 14" O/C E.E 24 SEE DETAIL B102 18 30 +25'-1"NGVD 4#6 2#5 4#5 3 24 B103 18 24 +25'-1" NGVD 4 # 8 2 #5 498 3 4 #3 TIES 10" O/C E.E 24 _ B104 18 24 +25'.1"NGVD 3#5 2#5 3#5 3 24 B105 8 43 1 +25'-1" NGVD 4 # 5 2 LAYERS OF 2 # 5 2 LAYERS 2 # 7 3 12 SEE DETAIL 5/S2 FOR REINFORCEMENT LAYOUT B106 18 30 +24'-10" NGVD 4 # 5 2 LAYERS OF 2 # 5 6 # 5 3 (8) #3 TIES 10" 0/C E.E 24 B107 18 32 +25'-O" NGVD 4 # 5 1 2 LAYERS OF 2 # 5 4 # 5 3 24 8108 - 18 28 +264" NGVD 4 # 5 2 # 5 1 4 # 5 3 24 PRE -CAST CONCRETE SLAB PRECAST FLOOR SYSTEM FULLY GROUT EMBED PLATE TEMPERATURE BY P.C. MANUFACTURER Z REINFORCEMENT PRE -CAST CONCRETE SLAB JOIST ATTACHMENT TO STRUCTURE U PRECAST FLOOR SYSTEM PER MNFR APPROVED SHOP DWGS MAIN N TOP ,. REINFORCEMENT EL z 5 w 2" 1/8" a a N L w POURED CONCRETE TIE BOTTOM BEAM. SEE PLANS & SCHED. REINFORCEMENT FOR DIM. & REINFORCING STEEL U POURED CONCRETE TIE BEAM. SEE PLANS & SCHED. N FOR DIM. & REINFORCING STEEL 4 SLAB CONNECTION 5 STEEL JOIST & TIE BEAM CONN. S3 SCALE: 3/4" = 1' S3 SCALE: 3/4" = 1' x IEI w mar ow) M>s41ox a pmw Wear mmm IIS mPoW MM 00 Ply M wars N TIM W Kks MID CWIS. SNE AWL NDf ff R Mlfm. ONNaq OR OM N Wf Fowl OR 00, NCR sWM. TO H ls9M TO Mff ➢iD PM1Y WW FRST maws WWH P9111S9m FNNN IN MRWN stall UM MD VEIV ALL WIM ON W M 10 CMRM TOM WAMs5 II15f NDr BE SMIR REVISIONS NO. DATE DESCRIPTION 1 02/21/13 FRONT STAIRS 2 3/05/13 REVISIONS 3 4/26/13 C3 4 6/12/13 GARAGE COL Benedict O 0 ARCWTECTURE • PLANNING 1525 NW 3RD STREET BUTTE NO 1 DEERFIELD BEACH, FLORMA 33442 (954)570-9500 FAX (954) 570-9550 w .theb n dictgroapmm License No. AAC-001900 W U 6J cc: r CD z L� Q C/) (� o U ZD = W W ZD r r J ® I- z Cn. I� SHEET TITLE FIRST FLOOR FRAMING PLAN SCALE AS NOTED DRAWING NUMBER DATE D2/D S 3 DRAWN &CHECKED CHECKED F.A. JOB NUMBER #0872