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HomeMy WebLinkAboutCONSTRUCTION PLAN # 2NOTES ABBPEV I AT I ONS CODE - TABULATION SHEET INDEX NO. DATE REVISION FLOOR PLAN NOTES, BUILDER TO VERIFY DIMENSIONS•• •• TO CONSTRUCTION.D• NOT ALL WINDOW AND DOOR ASSEMBLIES SHAD- BE INSTALLED BASED ON MANUFACTURERS SPECIFICATIONS, PRODUCT APPROVALS AND THE FB.C., LATEST EDITION. BUILDER TO VERIFY ALL ROUGH OPENING SIZES WITH MAN.F. SPECS. STRUCTURAL DESIGN IS BASED ON RATIONAL ANALYSIS. STRUCTURAL DESIGN SHALL BE IN ACCORDANCE WITH ACI 530-92/ASCE 5-92/TMS 402-92 CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 530.1-92/ASCE 6-92/TMS 602-92. CONTRACTOR SHALL PROVIDE MIN 2 SETS OF TRUSS DRAWINGS TO THE ARCHITECT FOR REVIEW, PRIOR TO PLACEMENT OF CONC. SLAB. ALL BATHROOM FLOORS AND BASE TO BE OF IMPERVIOUS MATERIALS. GLASS E MIRRORS IMMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE TEMPERED GLASS WHERE THE BOTTOM IS LESS THAN 69 ABOVE FINISH FLOOR. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. ALL LUMBER USED FOR FRAMING SHALL BE STRUCTURAL GRADE NO. 2 WITH A MIN FB • 1150 P.S.I. SOUTHERN PIPE, DOUGLAS FIR OR 14EM FIR. GARAGE DOOR AT DEMISING WALL SHALL BE A C-LABEL DOOR WITH AN AUTOMATIC CLOSER AND A 2X4 RABITTED JAMB AS PER F.B.C. i1�1�i��7e�7iTi77.Y•,"�1;�Ii(i �yY 2' X 4' OR 2' X 6' WOOD STUDS • 16 O.C. WITH 5/8' TYPE 'X' GYPSUM WALL BOARD NAILED WITH 6D COOLER NAILS • T O.C. WITH END JOINTS ON NAILING MEMBERS. I' X 3' WOOD FURRING e 16 O.C., ONE LAYER 5/8' TYPE `X' GYPSUM WALLBOARD, 5D CEMENT -COATED OR RING SHAH ED NAILS e 6 O.C., PAPER TAPE EMBEDDED IN CEMENTITIOUS COMPOUND OVER JOINTS, EXPOSED NAIL HEADS COVERED WITH COMPOUND AND PRODUCT APPROVED INSULATION OF FIBERGLASS OR MINERAL WOOL BATTS, OR BLOWN -IN FIBERGLASS, MINERAL WOOL OR CELLLLOSIC INSULATION HAVING A MIN INSULATING VALUE OF 12-11. AIR CONDITIONING A/C LAMINATED PLASTIC LAM. PI AS. SECTION AIR HANADTING UNIT AL T• LOUVER LOUV. LLUMIINOUS LUM. SECTION LETTERS APPLICABLE CODES ALUMINUM. AL.. LAVATORY LAV. ANCHOR BOLT A.B. SI EET NUMBER (WHERE SECTION IS DRAWN) 2004 FLORIDA BUILDING CODE ANGLE L . SINGLE LETTER FOR TYPICAL WALL SECTIONS (A) DOUBLE LETTER FOR BUILDING SECTINS (A -A) 1993 NATIONAL ELECTRICAL CODE AVERAGE AVG. MACHINE BOLT M.B. MANUFACTURER MFGR. MATERIAL MATL. OCCUPANCY BEAM, BM.. MAXIMUM MAX. DETAIL BLOCKING BLKG. MEDICINE CABINET M.C. GROUP R 3 BOARD BD..OR 812D. METAL MTL DETAIL. NUMBER BOTTOM BOT. MINIMUM MIN BUILDING . BLDG.STET NUMBER TYPE OF CONSTRUCTION NOT IN CONTRACT NII.C. TYPE V UNPROTECTED, U ISPRINCLERED CABINET CAB. NOT TO SCALE NITS. CEILING CLG. BUILDING HEIGHT CEILING JOISTS CLG.JST. CEMENT . CEM. OBSCURE OBS. INTERIOR ELEVATION(S)(LwoLD) CENTER LINE r OPPOSITE OPP. ALLOWED 35'-0' CERAMIC TILE CER.T. ON CENTER O.C. ARROWS INDICATE ELEVATIONS DRAWN CHAMFER CRAM. OVERHEAD O.H. ELEVATION NUMBER PROVIDED 35'-0' CHANNEL [OR] CLEAR . CLR. BUILDING AREAS COLUMN. COL PAIR PR. COMPOSITION COMPO. PENNY D, DOOR TYPE CONCRETE BLOCK CONCBLK. PLATE PL CONSTRUCTION GRADE CONST.GR. PLYWOOD PLY.WD. n GARAGE LEVEL 2,775 SO. FT. CONTINUOUS CONT. PROPERTY LINE TDOOR MARK (NUMBER) TOTAL GARAGE SQ. FT. 2,775 SQ. FT. COLD WATE32 C.W. POUNDS PER SOPARE INCH P.S.I. CULTURED MARBLE CULT.MAR. PRESSURE TREATED. P.T. WINDOW TYPE A/C IST LIVING LEVEL 2,88E SQ. FT. DETAIL DTL RADIUS PAD. WINDOW MARK (LETTER) TERRACE 459 SO. FT. DIAMETER DIA. REFRIGERATOR REF. PORCH 132 SO. FT. DOUBLE . DBL. RAFTER RAF. TOTAL IST FL. SO. FT. 3,474 SO. FT. DOUBLE PLATE DBL.PL. REQUIRED READ. DOOR. DR.. REVISION REV. KEYNOTE A/C 2ND LIVING LEVEL 2,768 SQ. FT. DOWN. DN.. RISER R. DOWNSPOUT D.S.. ROOF DRAIN P.D. I �I OPEN TO BELOW -440 SQ. FT. DRAWER DWR. ROOM RM. DRAWING NOTE (NUMBER) TERRACE 272 SO. FT. DRAWINGS DWGS. ROUGH SAWN RO/S BALCONY 171 SQ. FT. ROUGH OPENING R.O. EACH. EA.. STEP DOWN TOTAL 2ND FL. SQ. FT. 2,771 SQ. FT. ELEVATION ELEV. OR EL. CHANGE: IN FLOOR I -EIGHT A/C 3RD LIVING LEVEL 1,783 SO. FT. EQUAL . EQ.. SELECT STRUCTURAL. SELECLSTRUCT. BALCONY 136 SQ. FT. EXHAUST EXH. SOLID CORE S.C. EXPANSION JOINT EXP.JT. SI-ELF AND POLE: S&P CONTROL OR DATUM POINT TOTAL 3RD FL. SQ. FT. 1,919 SO. FT. EXTERIOR EXT.. SIMILAR Sim ETCETERA ETC. SLIDING GLASS DOOR. SL.GLDR. TOTAL A/C 6,994 SO. FT. SLOPING CEILING SLP.CLG. ELEV. 0'-0' ELEVATION OR POINT SPLASH SPL. — TOTAL OVERALL 10,939 SO. FT. FACE OF MASONRY F.OA4. SI EATWNG SHTG. FIN. FLOOR DESCRIPTION OF POINT FACE OF STUD F.O.S.SYNTHETIC MARBLE. SYNIMARBLE (FIRFLR., TOP OF PLATE, TOP OF TB.) FINISH. FIN, BUILDING STORIES FINISH FLOOR FF.. FINISH GRADE FTEMPERED GLASS TE3VIP.GL FLASHING FLSLSI-fG. TIE BEAM T.B.ROOM NAME ROOM IDENTIFICATION ALLOWED 3 FLOOR DRAIN F.D.. TOP OF CURB T.C. CLG. HEIGHT ROOM NAME PROVIDED 3 FLOOR . FUR. TREAD T. CEILING I -EIGHT FLOOR JOISTS FLR.JST. TYPICAL TYP. FLUORESCENT FLUOR. TONGUE AND GROOVE. TEG FOOTING FTG. TOP OF PLATE T.O.P. REVISION REFERENCE TOP OF BEAM T.O.B. NUMBER OF REVISION CORRESP. TO DESIGN GALVANIZED GAIN. SECTION OF TITLE BLOCK GRADE . GRD. UNLESS NOTED OTHERWISE UN.O. GYPSUM BOARD GYP.BD. VENT THRU ROOF; V,T.R. HEADER HDR. VENT TO OUTS: AIR . V,T.O.S.A. HEIGHT HT. .OR HGT. VERTICAL VERT. HOSE BIBB H.B.. VINYL COMPOST ON TILE. V,C.T. HOLLOW CORE H.C.. THESE PLANS AND WARDROBE WARD. AND SUBJECT TOTAL PROPOSED WOW INFORMATION � AT INSULATION INFO. WATER CLOSET WATERPROOFING WWp..C. ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS T INTERIOR INT.. WELDED WIRE MESH W.W.M. MAY BE NECESSARY IN ORDER To WINDOW WIND. COMPLY URU diJII WITHOUT w/o Wd'EFi ALL APPLICABLE CODES, J I#5 WOOD WD. A9 WROUGHT IRON W.I. daNKIH'w M*A CIE COUNTY ING DIVISION VIEWED E AN P MIKEPT ON JOB ORION WILLBE MADE FIU; Copy ARCHITECTURAL DRAWINGS T-I COV62 SHEET Sp -I SITE PLAN AI-O GARAGE LEVEL FLOOR PLAN AI -I FIRST LIVING LEVEL FLOOR PLAN AI-2 SECOND LIVING LEVEL FLOOR PLAN AI-3 THIRD LIVING LEVEL FLOOR PLAN A2-1 EXTERIOR ELEVATIONS A2-2 EXTERIOR ELEVATIONS A3-1 BUILDING SECTION A3-2 BUILDING SECTION A3-3 INTERIOR ELEVATIONS A3-4 INTERIOR ELEVATIONS A4-1 WALL SECTIONS A5-1 TYPICAL DETAILS A5-2 CEILING DETAILS A6-1 STAIR PLAN AND DETAILS A6-2 ELEVATOR PLAN AND DETAILS STRUCTURAL DRAWINGS S-1 GENERAL NOTES S-2 FOUNDATION PLAN S-3 FOUNDATION DETAILS S-4 IST FLOOR FRAMING PLAN S-5 2ND FLOOR FRAMING PLAN S-6 3RD FLOOR FRAMING PLAN S-7 ROOF FRAMING PLAN $-g GENERAL DETAILS ELECTRICAL DRAWINGS E-1 GARAGE FL. ELECTRICAL PLAN E-2 FIRST LIVING LEVEL ELECTRICAL PLAN E-3 SECOND LIVING LEVEL ELECTRICAL PLAN E-4 THIRD LIVING LEVEL ELECTRICAL PLAN E-5 SCF EDILES PLUMBING DRAWINGS P-1 GARAGE FL. PLUMBING PLAN P-2 FIRST LIVING LEVEL PLUMBING PLAN P-3 SECOND LIVING LEVEL PLUMBING PLAN P-4 THIRD LIVING LEVEL PLUMBING PLAN P-5 RISER DIAGRAM AND DETAILS MECHANICAL DRAWINGS M-1 GARAGE FL. MECHANICAL PLAN M-2 FIRST LIVING LEVEL MECHANICAL PLAN M-3 SECOND LIVING LEVEL MECHANICAL PLAN M-4 THIRD LIVING LEVEL MECHANICAL PLAN M-5 DETAILS MQ56 N SID NC SEA OATS LOT 4, ANACOSTIA WAY ST. WCIE COUNTY, NOTCRINSON ISLAND, FL RECEIVED, MAY 0 6 2008 Public Works f�I. Lucie County, FL' w CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT IN WRITING ONLY, OF ANY ERRORS OF OMISSIONS IN THE CONTRACI DOCUMENTS BEFORE PROCEEDING WITH THE WORK. CONSULTANT: PROJECT: MR. E MRS. NEGRE I R RESIDENCE SEA OATS LOT 4 ANASCOSTIA WAY (954) 980-1515 SEAL ML Marina N. Llorens Architects, P.L. 2600 N.E. 45 STREET LIGHTHOUSE POINT, FL. 33064 (954) 778-0403 PHONE (954) 946-6466 FAX MNLDES I GN•BELLSOUTH.NET AA 26000902 ARCHITECTURE JOB NO., 08-15 CHECK SET- 4-28-09 BID SET, PERMIT SET, 2-1-09 CONSTRUCTION SET- RESIDENCE PRINCIPAL IN CHARGE, LLORENS PROJECT DIRECTOR- M.N.L. PROJECT MANAGER, M.NL. DRAWN BY, LL CHECKED BY, M.NL. SHEET TITLE: COVER SHEET SHEET NO.: T- NO. DATE REVISION N 0 / 32.00' N70°45'20"E FND 5/8" 0 13 & C W/ C & T 1 0.36' S 0.22' W z_ Q0 0 rFND 5/8" 0 IB & SMASHED CAP / 0.09' N 0.08' E co Iz� 25'-0" 22'-I" D 25'-0" (�' 16'-2" - 0 LLLLL = 8'- �,6L� 12, 0" LLLLL O LL L PRO AN 4' X J AN O GAL) W ly 3 25'-0" N p22'-1" 25.0 N FND IB & SMASHED CAP 0.09' N 0.43' E fl Iz N o I Io m I- o Cn�uI D D mco I I 1111111mml. �F—al ■` �o SETBACKSIDE 00U) z 0 0 o -TI F- O Z N 0 D N � DO� m 0 I D N z rn � D O I r / 27.00' r FND NAIL HOLE m 0.33' S 0.45' E N70°45'20"E FND 5/8" 0 S IB NO ID 895�22' / FND 5/8" 0.07' N 0.04' E W �9>7.90, B & WITNESS CAP 0.04' W SITE PLAN LOT 3 N70.45'20"E I I DVIEW 1=—19.2461 FND 5/8" 0 IB & C W/ C & T 0.0 4' N — 15'-0" 5 7" Lo A w z_ coLID< L64 24' I I" m Li rO�49 v � 52'-7" 0 PSM EN�5 B & C 0.08' N S70045'20"W {370.49' LOT 5 I� D O N C m D 0 0 m o D l o o -1 z C0 c '0 < 0 o m z 0 0 0 E5 I0 D >Iz m� o CC) r z m PROPERTY OWNER'S EASEMENT 370.04' 1.0� — — ;r- '0-0 186'-I I" 0 6' BEACH ACCESS EASEMENT PRO? ORK 0 ZHEE pt'NSND����EODR1S1�S SUBJEG1 TOSpEOgSO 0 40 fiaoWROER ES R�tRmq V H A` P%GP�1E COD COMP% A T 6' BEACH ACCESS EASEMENT �N I � N W N J SEASONAL M.H.W.L. ELEV. = 5.21' NAVD 88 LOCATED BY ANGLE AND DISTANCE LOCATED ON 10/08/2008 39 75 � w PLATTED MH WL to FT] 39.36 m LEGAL DESCR I PT I CN LOT 4, ANACOSTA, AS RECORDED IN PLAT BOOK 43, PAGES 1 & IA, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SCALE: 1/16- 1'-0" 1 W 0 N ELEV. _ Ul LOCA -P AN LOCATED r 0 !(Jl 1JV / I \ 6/9/09 BLDG, DEPT. COMMEN 2 6/24/09 BLDG. DEPT. COMMEI 3 W15/09 BLDG. DEPT. COMMENT CONTRACTOR SHAD- VERIFY DIMENSION! AND CONDITIONS AND SHALL NOTIFY THI ARCHITECT IN WRITING ONLY, OF ANY ERRORS OF OMISSIONS IN THE CONTRA( DOCUMENTS BEFORE PROCEEDING WITH THE WORK. CONSULTANT: PROJECT: MR. E MRS. NEGREII RESIDENCE SEA OATS LOT 4 ANASCOSTIA WAY (954) 980-1515 MNL Marina N. Llorens Architects, PL. 2600 N.E. 45 STREET LIGHTHOUSE POINT, FL, 330 (954) 778-0403 PHONE (954) 946-6466 FAX MNLDES I GN ®BELLSO UTI-AET AA26000902 ARCHITECTURE JOB NO., 08-15 CHECK SET, 4-28-09 BID SET, PERMIT SET: 2-1-09 CONSTRUCTION SET, RESIDENCE PRINCIPAL IN CHARGE, LLORENS PROJECT DIRECTOR- M.N.L. PROJECT MANAGER, M.N.L. DRAWN BY, ILL. CHECKED BY, M.N.L. SHEET TITLE: SITE PLAN SHEET NO.: S P—I LEGEND TrTTTT NEW 8' C.B.S. WALL NEW 3 5/8' MTL. STUD WALL OR 2 X4 WOOD STUD SQUARE FOOTAGE GARAGE LEVEL TOTAL SO. FT. 2,775 SO. FT. 2,775 SO. FT. DOOR SCHEDULE SIZE TYPE FRAME REMARKS / M.O. AREA SO. FT. M.O. PRESS. WIDE HEIGHT THICK I 10'-0' &-0' — METAL — OVERI EAD GARAGE W/ VENTS 84 SEE STRUCTS. 2 3'-O' 8'-0' 1 3/4' METAL CLAD DOOR MTL MTL THRESHOLD 24 40 9/16 X 97 7/8' SEE: STRUCTS. u N F NOTE- (INSPECTION REPORT ) O ALL PROPOSED EXTERIOR DOORS AND WINDOWS ARE PGT BROWARD COUNTY APPROVED. O TIE DOWNS SHALL BE PROVIDED ON ALL EXISTING CORNERS AND MAX. 20'-O' INTERVALS AS SHOWN ON THIS PLAN AND SHEET S-1 TO COMPLY WITH FBC 3401.8.23.1.2 O AFCI OUTLETS SHALL BE PROVIDED ON ALL PROPOSED AND EXISTING BEDROOMS (SEE SHEET E-1) O ALL BATHROOMS AND EXTMI012 OUTLETS ARE GFCI AS REQUIRED BY THE FBC (SEE SHEET E-I) O ALL PROPOSED SMOKE DETECTORS ARE AS PER REQUIRED BY THE FBC (SEE ELECTRICAL PLAN S14T E-1) O ALL BATHTUBS ✓; SHOWERS FLOORS E WALLS SHALL HAVE A NONABSORBENT SURFACE. WALL SURFACES SHALL EXTEND TO A MIN. 6-0' A.F.F. 68'-6' NO. DATE REVISION 1 6/9/09 BLDG. DEPT. COMMENTS CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AND SHALL NOTIFY T14E ARCHITECT IN WRITING ONLY, OF ANY ERRORS OF OMISSIONS IN TI-E CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THE WORK. CONSULTANT: PROJECT: MR. � MRS. NEGRE I RC RESIDENCE SEA OATS LOT 4 ANASCOSTIA WAY (954) 980-1515 SEAL m6"k6T Marina N. Llorens Architects, P,L. 2600 N.E. 45 STREET LIGHTHOUSE POINT, FL. 33064 (954) 778-0403 PHONE (954) 946-6466 FAX NINLDESIGNoBELLSOUTI-I NET AA 26000902 ARCHITECTURE JOB NO. 08-15 CHECK SET, 4-28-09 BID SET, PERMIT SET, 2-1-09 CONSTRUCTION SET, RESIDENCE PRINCIPAL IN CHARGE, LLORENS PROJECT DIRECTOR, MNL PROJECT MANAGER, MNL DRAWN BY, LL. CHECKED BY, MNL. SHEET TITLE: GARAGE LEVEL PLAN SHEET NO.: (I: ) GARAGE LEVEL FLOOR PLAN _ SCALE, 1/4' - 1'-0' WINDOW SCHEDULE MA12K MODEL NO. TYPE FRAME GLASS M.O I AREA PRESSURES OR SIZE SO. FT. WI 25 CASMT. ALUM. GREY 37 7/87 X 63 7/8' 16.6 SEE STRUCTS. ARCH ABOVE W2 4060 FIXED ALUM. GREY 48 7/8' X 72 7/8' 24.4 SEE STRUCTS. ELLIPSE ABOVE W3 (3) 8X8 GL ELK. -- GREY 24 3/4' X 8' 1.4 SEE STRUCTS. W4 25 CASMT. ALUM. GREY 37 7/87 X 63 7/8' 16.6 SEE STRUCTS. ARCH ABOVE W5 2670 CASMT. ALUM. GREY 26 7/8' X 84 7/8' 15.8 SEE STRUCTS. ARCH ABOVE W6 03070 FIXED ALUM. GREY 72 7/8'X 84 7/8' 44.0 SEE STRUCTS. ARCH ABOVE W7 3070 FIXED ALUM. GREY 36 7/8' X 84 7/8' 22.0 SEE STRUCTS. ARCH ABOVE W8 4060 FIXED ALUM. GREY 48 7/8• X 72 7/8' 24.4 SEE STRUCTS. ARCH ABOVE W9 3660 FIXED ALUM. GREY 42 7/8' X 72 7/8' 21.4 SEE STRUCTS. ARCH ABOVE WIO 2040 CASMT. ALLM. GREY 24 7/8' X 48 7/8' 8.1 SEE STRUCTS. I. MANUFACTURER, 5, GAZING ® CGI OR EQUAL o SINGLE ❑ DOUBLE Z SERIES, ❑ TRIPLE E SINGLE HUNG ❑ STORM WINDOWS 3. WINDOW TYPES- 6. GLASS, ❑ A-ARCHED ❑ DH-DOUBLE PUNG DENOTES TINTED OR ❑ AW-AWING ® F-FIXED TEMPERED OR CLEAR ® CA -CASEMENT ® SH•SINGLE HUNG ❑ CT -COTTAGE ® SL-SLIDING GLASS 7• SPECIALTIES ❑ FC-FIXED CLERESTORY ® SCREENS ® MUNTINS - AS PER 4. WINDOW SIZE- ELEVATIONS WINDOW SIZE IS TYPICALLY BASED ON ONE ® 'E' ADJACENT TO WINDOW OF THE FOLLOWING UNLESS NOTED OTHERWISE- MARK DENOTES EGRESS ❑ GLASS SIZE ® OPERABLE MTL SHUTTERS ❑ SASH SIZE ❑ BUCK DIMENSION ❑ ROUGH OPENING ® MASONRY OPENING ❑ NOMINAL OPENING NOTE WINDOWS ARE MFG. BY 'PGTWINDGUARD' - E.S.P WHITE FRAMES WINDOW HEIGHT MEASURED FROM TOP OF THE LIP OF THE PRECAST SILL TO UNDERSIDE OF THE TIE BEAM. MASONRY OPENING HEIGHT SIZES DEPICTED ARE USING PRECAST SILLS. PROVIDE GUARDRAIL BAR AT ALL SECOND FLOOR WINDOWS LARGER THAN 56' HIGH BUILDER TO PROVIDE TEMPERED GLASS • TUB/SHOWER WINDOWS E MIRROR AS PER F.B.C. 0© 110 101El DOOR TYPE - 8 PANEL DOOR TYPE - FRENCH Q H m A3.1 EXT. OPEN STAIS W/ 22 RISERS AT 6.88' 21 TREADS AT 10' W/ I' NOSING Q 7-6' LEGEND 1111 NEW 8' C.B.S. WALL NEW 3 5/8' MTL. STUD WALL OR 2 X4 WOOD STUD �SOUARE FOOTAGE A/C FIRST FLOOR 2,883 SO. FT. TERRACE 459 SO. FT. PORCH 132 SO. FT. TOTAL SO. FT. 3,474 SO. FT. v al � DOOR SCHEDULE SIZE TYPE FRAME REMARKS AREA SO. FT. PRESS. MO I WIDE HEIGHT THICK I (2) 3'-0' 8' O' 13/4' METAL CLAD DOOR/ R/ GL MTL ARCH WINDOW ABOVE THRESHOLD 48 SEE STRUCTS. 76 I/2' X 97 7/8' 2 (2) 3'-0' 8'-0' 1 3/4' METAL CLAD / GLASS _MTL MTL. MTL EI-LIPSE WINDOW ABOVE MTL THRESHOLD M LTP ITL THRESHHOLDDOVAE3 M. - 48 48 SEE STRUCTS. SEE STRUCTS. 76 I/7 X 97 7/8' 76 1/2' X 97 7/8' 3 (2) 3'-0' 8'-O' 1 3/4' METAL CLAD / GLASS 4 7-10' 8'-0' 1 3/4' — WOOD FRENCH DOOR WOOD - - 5 7-10' 6-0' 1 3/4' 8 PNL- SIC WOOD INSULATED DOOR - - -- -- 6 T-O' 6'-0' — INVISIBLE DOOR - - TO MATCH WALL --- - 7 2'-6' 8'-0' 1 3/4' 8 PNL- SIC WOOD — -- 8 7-6' 8'-0' 1 3/4' 8 PNL- SIC WOOD — -- 9 7-10' 8'-0' — METAL METAL ELEVATOR DR. BY MFT. - — 10 7-8' 81-0' 1 3/4' 8 PNL- SIC POCKET WOOD - - — II 7-10' 8'-0' 1 3/4' INVISIBLE DOOR - TO MATCH WALL -- -- 12 3'-0' 6-0' 1 3/4' 8 PNL- POCKET WOOD - — 13 3'-0' 6-0' 1 3/4' 8 PNL- POCKET WOOD --- — 14 (2) 3'-0' 8' O' 13/4' METAL CLAD DOOR/ GL MTL ARCH WINDOW ABOVE MTL TH12ESHOLD 48 SEE STRUCTS. 76 1/2' X 97 7/8' 15 (2) 3'-O' 6-0' 1 3/4' METAL CLAD DOOR/ GL _ _ MTL, MTL TF 2ESHOLD ARCH WINDOW ABOVE 48 SEE STRUCTS. 76 1/2'X 97 7/8' 16 3'-0' 6-0' 1 3/47 METAL CLAD DOOR/ GL 8 PNL- METAL CLAD MTL MTL ARCH WINDOW ABOVE TH12ESHOLD 24 SEE STRUCTS. 40 9/16 X 97 7/8' 17 7-6' 8'-0' 1 3/4' MTL MTL TH12ESHOLD 20 SEE STRUCTS. 34 9/16' X 97 7/8' 18 3'-0' 8'-0' 1 3/4' METAL CLAD DOOR/ GL WOOD MTL THRESHOLD 24 SEE STRUCTS. 40 9/16' X 97 7/8' Co Q6.6. II_;J I L--J L-� I SLOPE I/2' S I I� F-1 LIBRARY F-1 F-1 1 1 L_ �J L- -1 L- -1 L- -1 1 • F 1 7-1 F—I F-]I J L- L- 1' O' 3'-T I'-O M 'v in a RON WI 9'-1 I/T Q FOYER OPEN TO ABOVE 45-9 1/2' NOTE, (INSPECTION REPORT ) O ALL PROPOSED EXTERIOR DOORS AND WINDOWS ARE PGT BRWD. COUNTY APPROVED. O TIE DOWNS SHALL BE PROVIDED ON ALL EXISTING CORNERS AND MAX. 20'-0' INTERVALS AS SHOWN ON THIS PLAN AND SHEET S-1 TO COMPLY WITH FBC 3401.8.2.3.1.2 o AFCI OUTLETS SHALL BE PROVIDED ON ALL PROPOSED AND EXISTING BEDROOMS (SEE SHEET E-1) O ALL BATHROOMS AND EXTERIOR OUTLETS ARE GFCI AS REQUIRED BY TI-E FBC (SEE SHEET E-1) O ALL PROPOSED SMOKE DETECTORS ARE AS PER REQUIRED BY THE FBC (SEE ELECTRICAL PLAN SHT E-U O ALL BATHTUBS E SHOWERS FLOORS 8 WALLS SHALL HAVE A NONABSORBENTSURFACE. WALL SURFACES SHALL EXTEND TO A MIN. 6'-0' A.FF. 74'-6' 56-0' 26 8' 6 I'-O' 6-T — — \ ELECT. RM 1 I l W THEATEROPENII PROJECTORR UTIL r D F.D. y 17-2 I/7 L 4'-10' a 3!-2'/ 41 1 5'-T 10'-6 5'-8' SLOPE I N • 1/470 a N b m io zv ;o , 'a N N 1 Op W7 0 9 \\ _ 17-9' I'-2' �' 4 8' 4' - 3'-4' 10'-I�I/ '5'-8 1/2�\ \ • • • - BAR 2'l0 W ------ — MORNING 3'-T O •� Q— — — — — — — — — — — — C Af 10 J72 AREA �:to to 6'-0' I 14 6 2'on T-4' ' 10' 3'-3 I/2' IM O T -T\ / 13 �1/2�1 5' 3 2 8' r \ \b / Q �II BUTLER'S _ — R, WD \ w 3 1 1 J ;LOPE O 13 1/4YFT I I N I/T s I Q DINING RM. C -, rK r antes u 11 0 t° U.R. to UD o v OUTSIDE KITCHEN SEE DST. 6 ON — O. \ - 3'-II' 2'-0' 4'-O' 1'-10' SHEET A5-1 O Q rye\ m THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS �i REQUIRED BY FIELD INSPECTORS THAT I 5 1/2' STEI —SLOPE ` CONC. STAIWY BE NECESSARY IN ORDER TO • 1/ (SEE SHECUAWQy WITH ALL APPLICABLE CODES. P 4 COVERED — TERRACE ° 4'-9 — 14'-10' I' 4' LIVING ROOM 5 I/T s TE FIN. FLOOR EL. +O'-O' 2'-10' 7-7 1/2' 3' 9' 7-6' 5' 1'-10' 7-7 7-8 UT FF-19.23' NAVD 14 W9 �( zo COP-_ 8 �i �A 03-1/2C N14'-6' T-101/2' PANTRY ' SEE DIET. 3 ON SWEET A5-1 • W2 8'-0' I 22' 9 1/2' 6-0' FIRST LIVING LEVEL FLOOR PLAN NQL b Wp M 10 \� I '-5 1/7 N KITCE D40 1 wb 4 - FAMILYI ROOM i I %J 19-6 L— I3�Jl2' I 5'-312' 8' 16 R.D. L '" — �--�6A to n • 3'-8 I/2' ` 3'-8' T-4' (oW3 5'-6 II'-10 I/2' 5'-8' 68'-6' 74'-6' SCALE: 1/4' • 1'-0' NO. DATE REVISION 6/9/09 BLDG. DEPT. COMMENTS CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT IN WRITING ONLY. OF ANY ERRORS OF OMISSIONS IN THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH TI-E WORK. CONSULTANT: PROJECT1 MR. E MRS. NEGREIR( RESIDENCE SEA OATS LOT 4 ANASCOSTIA WAY (954) 980-1515 SEAL MNL Marina N. Llorens Architects, P.L. 2600 N.E. 45 STREET LIGHTHOUSE POINT, FL. 33064 (954) 778-0403 PHONE (954) 946-6466 FAX MNLDESIGN®BELLSOUTI-I NET AA 26000902 ARCHITECTURE JOB NO., 08-15 CHECK SET- 4-28-09 BID SET, PERMIT SET, 2-1-09 CONSTRUCTION SET, RESIDENCE PRINCIPAL IN CHARGE, LLORENS PROJECT DIRECTOR, M.N.L. PROJECT MANAGER, M.N.L. DRAWN BY, LL. CHECKED BY, M.N.L. SHEET TITLE: FIRST LIVING LEVEL SHEET NO.: Al-1 WINDOW SCHEDULE R SIZE O TYPE ME GLASS M.O I SQ. AREA PRESSURES P35 FIXED rAALUM. GREY 27 3/8' X 63 7/8'[9�.5 8 SEE STRUCTS. 2036 FIXED M GREY 24 7/8' X 36 7/873 SEE STRUCTS. H34 CASMT.M GREY 27 3/8' X 51 1/2'.6 SEE STRUCTS. 25 CASMT. ALUM GREY 37 3/8' X 63 7/8'.6 SEE STRUCTS, P33 CASMT. ALLPA GREY 27 3/8' X 39 1/4' SEE STRUCTS. 2060 CASMT. ALUM GREY 24 7/8' X 72 7/8' 12.1 SEE STRUCTS. 2696 FIXED ALUM. GREY 30 7/8' X 96 7/8' 20 SEE STRUCTS. 2060 2696 CASMT. ALUM GREY 72 7/8' X 72 7/8' 16.6 SEE STRUCTS. FIXED ALUM GREY 30 7/8' X 96 7/8' 20 SEE STRUCTS. 2060 CASMT. ALUM. GREY 24 7/8' X 72 7/8' 12.1 SEE STRUCTS. 2060 SA ALUM. GREY 24 7/8' X 72 7/8' 12.1 SEE STRUCTS. 4060 FIXED ALUM• GREY 48 7/8' X 72 7/87 24 SEE STRUCTS. ICGI OR EQUAL ISINGLE HUNG ❑ DH-DOUBLE H L NG • F-FIXED • Ski -SINGLE I-IUNG • SL-SLIDING GLASS CLERESTORY DOW SIZE IS TYPICALLY BASED ON ONE THE FOLLOWING UNLESS NOTED OTHERWISE - GLASS SIZE SASH SIZE BUCK DIMENSION ROUGH OPENING MASONRY OPENING NOMINAL OPENING NOTE, (INSPECTION REPORT ) O ALL PROPOSED EXTERIOR DOORS AND WINDOWS ARE PGT BROWARD COUNTY APPROVED. O TIE DOWNS SHALL BE PROVIDED ON ALL EXISTING CORNERS AND ARCH ABOVE MAX. 20'-0' INTERVALS AS SHOWN ON THIS PLAN AND SLEET S-1 TO COMPLY WITH FBC 3401.8.2.3.1.2 O AFCI OUTLETS SHALL BE PROVIDED ON ALL PROPOSED AND EXISTING BEDROOMS (SEE SHEET E-1) O ALL BATHROOMS AND EXTERIOR OUTLETS ARE GFCI AS REQUIRED BY THE FBC (SEE SLEET E-1) O ALL PROPOSED SMOKE DETECTORS ARE AS PER REQUIRED BY THE FBC (SEE ELECTRICAL PLAN SHT E-1) O ALL BATHTUBS E SHOWERS FLOORS E WALLS SHALL HAVE A NONABSORBENT SURFACE. :ENTER PNL FIXED--i WALL SURFACES SHALL EXTEND TO A MIN. 6-0' A.F.F. 5. GLAZING rHfSf •* DOUBLE DINGLE IV6 S(ZA qNp LE O S ORM WINDOWS R� UIRFQ V�rOgNC� POpeSE� W 6. GLASS C qV @E /El0 / G�REC ORK TEMPERED OR CLDENOTES TINTED E 12 OMpLV TOPS q py �(C R �T r 7. SPECIALTIES •• SCREEMJNTIS AS PER e`E CODES, ELEVATIONS • 'E' ADJACENT TO WINDOW ]a-6"MARK DENOTES EGRESS 4' O 54'-O' • OPERABLE MTL. SHUTTERS 'If NDOWS ARE MFG. BY 'PGTWINDGUARD' - E.S.P WHITE FRAMES HEIGHT MEASURED FROM TOP OF THE LIP OF THE PRECAST JNDE12SIDE OF THE TIE BEAM. Y OPENING HEIGHT SIZES DEPICTED ARE USING PRECAST SILLS. GUARDRAIL BAR AT ALL SECOND FLOOR WINDOWS LARGER THAN 56' HIGH TO PROVIDE TEMPERED GLASS o TUB/SHOWER WINDOWS & MIRROR AS PER F.B.C. DOOR SCHEDULE TYPE FRAME REMARKS AREA PRESS. I M.O. DE IZETIGH THICK 10, 8'-0' 1 3/4' 8 PNL- SIC WOOD 3'-0- 6-0' 1 3/47 8 PNL- MIRROR SLIDER WOOD 6' 8•-0' 1 3/4' 8 PNL- SIC WOOD IV 8'-0' 1 3bW 8 PN-- SIC WOOD 6' 8'-0' 1 3/4' 8 PNL- BIFOLD WOOD 6' 8'-0' 1 3/47 8 PNL- SIC POCKET WOOD -- — 10' 8'-0' 1 3/4' 8 PNL- SIC WOOD — 6' 8'-0' 13/4' 8 PNL- BIFOLD WOOD - — — 6' 8'-O' 1 3/4' 8 PNL- SIC POCKET WOOD 6' 8•-O' 1 3/4' 8 PNL- SIC WOOD --- - 3'-O' 8'-0' 1 3/47 MTL FRENCH SLIDING MTL. MARBLE THRESHOLD — 40 SEE STRUCTS. 76 I/7 X 97 7/8' IV 6-0' 1 3/4' 8 PNL- SIC WOOD --- — 3' O' 8'-0' 13/8' MTL FRENCH SLIDING MTL MARBLE THRESHOLD RCH_ ADO 40 SEE STRUCTS. 76 I/2' X 97 7/8' &-a 1 3/4' 8 PNL- BIFOLD WOOD — — 6• 8•-0• 1 3/4' 8 PNL- SIC WOOD -- _ 10' 8'-O' 1 3/4' 8 PN - SIC WOOD — — 6' 6-0' 1 3/4' 8 PNL- BIFOLD WOOD -- -- 6' U-0' 1 3/4' 8 PNL- POCKET WOOD — — 10' 6-O' 1 3/8' 8 PN - SIC WOOD — — 6' 8'-0' 1 3/4' 8 PNL- POCKET WOOD — — 3•-0' 8'-0' 1 3/4' 8 PNL- MIRROR SLIDER WOOD — — 6' 8'-0' 1 3/4' 8 PN - SIC WOOD — -- -- DOOR TYPE - FRENCH DOOR TYPE - FLUSH LEGEND NEW 8' C.B.S. WALL NEW 3 5/8' MTL. STUD WALL OR 2 X4 WOOD STUD SQUARE FOOTAGE A/C SECOND FLOOR OPEN TO BELOW TERRACE BALCONY TOTAL SO. FT. 2,768 SO. FT. -440 SO. FT. 272 SO. FT. 171 SO. FT. 2,771 SO. FT. 3•-7 15'-I' 4'-21/2' 8'-31/7 6-10' W4E I F4� E II'-9' E5 4'-9' 4•-101/2' 5'-8' S' • — v• • • • -- • --- zp • --- • — ' • • • • • • 7-0- 7-6- • 8' Q • 13'-0' 12' O' - 2' 8- 4' O' 6'--U �_ 4 � v _° Lo — ip O a BEDROOM I 13'-O' CLG v BEDROOM 9'-6' �" 4 LAUND CHUTERABOVE I J I LLX� CORRIDOR 2 TEMP. GL_ O BTH 2 O 5 WIC WIC O BTH 3 O IN-T r�i W5 I WII 1 0E I I i WII W3 VV3 I BTH 1 • • • i N BEDROOM 3 13'-0' CLG ° O _ CL._ _ _ Q O2 O I O in 10' DRY E T- 2 N zv W2 I• 1 I I I —I I I I / ��/ �� �` 1---`�L-- —� — — - 6\PEN lf0 BEl 60 \ i 8' T DR i 8' -0' D r W 1 STAIRS OVE _ — UT I 6'-II' S. I I F. U �. A6 D II FIN. FLOOR EL. +14'-4' FF-33.56' NAVD TILE FLOOR 17-0' • • • b • zo • 4. I IV-4 1/2' I 3'- � ° 4 WI W9 5 1/ zo W9 in - STEP ' COVERED TERRACE — S 11 s�l-EET z; I WI WI ;o sL� 3' TOTAL - ILL UP 3'-6' I '-7 I' I C_? b 7-6' $ T-6' �, m I - ELEV. 0 F 19 4' a 5' 8' 4' 7'-6' 12 W2 I ❑ \ \ W7 \\ O \ 13'-8' \ zo 011110 � in 8'-10' 6'-4' zv 4' q zo 'v W3 • ' 21 18 BEDROOM 6 13'-0' CLG 12'-V 16 BEDROOM 5 9'-b' CLG — II'-4' 17 b O y Q WIC b WIC 14 Q m 15 4' 13 SLOPE COVERED 51/2' S P BALCONY BEDROOM 4 13'-O' CLG / / 13'-8' 3'-10 I/T 1'-O' / -1 I/T ❑ Q co ° OQ I 3. Co BTH 5 `n 22 ?v TEMP. GL 20 . ❑ BTH 4 2'-10' I'-9' •-5' • I 10' 6 5- ' `Q ❑ • -- E� W5 E W4 W5 4'-O' 10•-T 5'-5 UT Y I II'-10 1/7 6-4 1/2' A-3 54'-O' 68'-6' SECOND LIVING LEVEL FLOOR PLAN 7-91/2" W6 9'-8' 5'-8' 10•-6' SCALE: 1/4' - 1'-0' NO. DATE REVISION 6/9/09 BLDG. DEPT. COMMENTS CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT IN WRITING ONLY, OF ANY ERRORS OF OMISSIONS IN THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THE WORK. CONSULTANT: PROJECT: MR. E MRS. NEGRE I RI RESIDENCE SEA OATS LOT 4 ANASCOSTIA WAY (954) 980-1515 SEAL MNLI Marina N. Llorens Architects, PL, 2600 N.E. 45 STREET LIGHTHOUSE POINT, FL. 33064 (954) 778-0403 PHONE (954) 946-6466 FAX MNLDESIGN®BELLSOUTH.NET AA 26000902 ARCHITECTURE JOB NO., 08-15 CHECK SET 4-28-09 BID SET PERMIT SET, 2-1-09 CONSTRUCTION SET RESIDENCE PRINCIPAL IN CHARGE, LLORENS PROJECT DIRECTOR, MN.L. PROJECT MANAGER: MI DRAWN BY, LL. CHECKED BY- MNL. SHEET TITLE SECOND LIVING LEVEL SHEET NO.: AI-2 WINDOW SCHEDULE MARK MODEL NO, TYPE FRAME GLASS M.O I AREA PRESSURES OR SIZE SO. FT. WI 25 CASMT. ALUM. GREY 37 7/8" X 63 7/8' 16.6 SEE STRUCTS. ARCH ABOVE W2 4040 CASMT. ALUM. GREY 48 7/8" X 48 7/8" 16 SEE STRUCTS. W3 P33 CASMT. ALUM. GREY 27 3/8" X 39 1/4' 7.1 SEE STRUCTS. W4 30" ROUND FIXED ALUM. GREY 30 7/8' ROUND 4.9 SEE STRUCTS. W5 30" X 80" FIXED ALUM. GREY 30 7/8' X 80 7/8' 16.7 SEE STRUCTS. FRENCH DOOR W6 2630 CASMT. ALUM. GREY 30 7/8' X 36 7/8' 7.8 SEE STRUCTS. NOTE: (INSPECTION REPORT) O ALL PROPOSED EXTERIOR DOORS AND WINDOWS ARE PGT B120WA12D COUNTY APPROVED. O TIE DOWNS SHALL BE PROVIDED ON ALL EXISTING CORNERS AND MAX. 20'-O" INTERVALS AS SHOWN ON THIS PLAN AND SHEET S-1 TO COMPLY WITH FBC 3401.8.2.3.1.2 O AFCI OUTLETS SHALL BE PROVIDED ON ALL PROPOSED AND EXISTING BEDROOMS (SEE SHEET E-1 O ALL BATHROOMS AND EXTERIOR OUTLETS ARE GFCI AS REQUIRED BY THE FBC (SEE SHEET E-I) O ALL PROPOSED SMOKE DETECTORS ARE AS PER REQUIRED BY THE FBC (SEE ELECTRICAL PLAN SHT E-I) o ALL BATHTUBS E SHOWERS FLOORS E WALLS SHALL HAVE A NONABSORBENT SURFACE. WALL SURFACES SHALL EXTEND TO A MIN. 6'-O" A.F.F. I. MANUFACTURER- 5. GLAZING- ® CGI OR EQUAL ® SINGLE ❑ DOUBLE 2. SERIES, ❑ TRIPLE ® SINGLE HUNG ❑ STORM WINDOWS 3. WINDOW TYPES- 6. GLASS- 68'-6" ❑ A -ARCHED ❑ DH-DOUBLE HUNG DENOTES TINTED OR ❑ AW-AWING ® F-FIXED TEMPERED OR CLEAR ® CA -CASEMENT ® SH-SINGLE HUNG SPECIALTIES 4' O' S4'-O' ❑ CT -COTTAGE ® SL=SLIDING GLASS 7• ❑ FC-FIXED CLERESTORY ® SCREENS ® MUNTINS - AS PER 4. WINDOW SIZE- ELEVATIONS 4'-0' 15'-10" 22'-4" WINDOW SIZE IS TYPICALLY BASED ON ONE ® "E" ADJACENT TO WINDOW OF THE FOLLOWING UNLESS NOTED OTHERWISE, MARK DENOTES EGRESS ❑ GLASS SIZE ® OPERABLE MTL. SHUTTERS 15'-6" 9'-7' 4'-11 1/2' ❑ SASH SIZE ❑ BUCK DIMENSION ❑ ROUGH OPENING W6 ® MASONRY OPENING ❑ NOMINAL OPENING • • • NOTE= WINDOWS ARE MFG. BY"PGTWINDGUARD'- E.S.P WHITE FRAMESp WINDOW HEIGHT MEASURED FROM TOP OF THE LIP OF THE PRECAST f77-11' CLG HSILL TO UNDERSIDE OF THE TIE BEAM.MASONRY OPENING HEIGHT SIZES DEPICTED ARE USING PRECAST SILLS. PROVIDE GUARDRAIL BARAT ALL SECOND FLOORWINDOWS LARGER THAN 56" HIGHBUILDER TO PROVIDE TEMPERED GLASS • TUB/SHOWER WINDOWS E MIRRORAS PERF.B.C. DOOR SCHEDULE I OVV TYPE FRAME REMARKS / M.O. FT PRESS. I DE E GE T TH I CK 1 2'-10" 6'-8' 1 3/4" 8 PNL- SC WOOD 2 2'-6' 6'-8' 1 3/4' 8 PNL- Sc WOOD 3 2'-0" 6-8' 1 3/8" 8 PNL - BIFOLD WOOD 4 Z-O" 6-8' 1 3/4" 8 PNL- SC WOOD 5 2'-6' 6-8' 1 3/4' WD-GLASS PNL WOOD 34 9/16" X 81 7/8" 6 2'-6" 6'-8' 1 3/4" 8 PNL- SC WOOD 7 (2) 3' O" 6-8' 13/4' FIBERGLASS FRENCH WOOD RAVETINE THRESHOLD76 1/2' X 81 7/8" 40 SEE STRUCTS. -- ARCH ABOVE - 8 Z-10" 6'-8' 1 3/4' 8 PNL- SC WOOD -- - 9 2'-6' 6-8" 1 3/4' 8 PNL- SC WOOD - 10 2'-O" 4'-O' 13/4' FLUSH- SC WOOD ATTIC ACCESS DOOR --- _ --- _ II 2'-0' 6'-8' 1 3/4' 8 PNL- SC POCKET WOOD 12 (2) 2'-0' 6'-8' 1 3/8' 8 PNL- SLIDERS WOOD --- -- 13 2'-6' 6-8" 1 3/4' 8 PNL- SC WOOD - - 14 2'-0" 4'-0' 1 3/4' FLUSH- SC WOOD ATTIC ACCESS DOOR --- --- 15 2'-10' 6-8' 1 3/4' 8 PNL- SC WOOD - - 16 2'-6" 6-8, 1 3/4' 8 PNL- SC WOOD - - 17 2'-6' 6'-8' 13/4' STEEL - STEEL LATCH E BOLT --- -- 18 2'-6' 6-8' 1 3/4' 8 PNL- SC WOOD --- --- 19 2'-6' 6-8' 1 3/4" 8 PNL- SC WOOD 20 2'-6" 6'-8' 1 3/4' FLUSH- SC WOOD --- --- 21 2'-p^ 4'-O' 13/4' FLUSH- SC WOOD ATTIC ACCESS DOOR --- --- 22 2'-10, 6-8' 1 3/4' 8 PNL- SC WOOD 3), 2'-0' 4'-0' 1 3/4' FLUSH- SO WOOD ATTIC ACCESS DOOR 0 6 lull] DOOR TYPE - 8 PANEL DOOR TYPE - FRENCH DOOR TYPE - FLUSH LEGEND �Tr NEW 8" C.B.S. WALL NEW 3 5/8" MTL. STUD WALL OR 2 X4 WOOD STUD SQUARE FOOTAGE A/C THIRD FLOOR BALCONY TOTAL SO. FT. 1,783 SO. FT. 136 SO. FT. 1,919 SO. FT. a d NO. DATE REVISION 6/9/09 BLDG. DEPT. COMMENTS 2 7/15/09 BLDG. DEPT. COMMENTS CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT IN WRITING ONLY, OF ANY ERRORS OF OMISSIONS IN THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THE WORK. CONSULTANT: PROJECT: MR. E MRS. NEGPEIR0 RESIDENCE SEA OATS LOT 4 ANASCOSTIA WAY (954) 980-1515 SEAL MNL Marina N. Llorens Architects, P.L, 2600 N.E. 45 STREET LIGHTHOUSE POINT, FL. 33064 (954) 778-0403 PHONE (954) 946-6466 FAX MNLDESIGN®BELLSOUTHNET AA 26000902 ARCHITECTURE JOB NO., 08-15 CHECK SET, 4-28-09 BID SET, PERMIT SET, 2-1-09 CONSTRUCTION SET, RESIDENCE PRINCIPAL IN CHARGE- LLORENS PROJECT DIRECTOR, M.N.L. PROJECT MANAGER- M.N.L. DRAWN BY- ILL. CHECKED BY, M.N.L. SHEET TITLE: THIRD LIVING LEVEL SHEET NO,: TN I RD LIVING LEVEL FLOOR PLAN SCALE I/4" = I'-O" AI-3 � NO. DATE REVISION RIGHT SIDE (SOUTH) ELEVATION KEYNOTES ❑1 SPANISH 'S' CONC. TILE ROOF 2. PAINTED CEDAR FASCIA 1 24 3. 1' X 15' H STUCCO BAND - SMOOTH FINISH n 2 4. LIGHT TEXTURE STUCCO FINISH 4J 5. 1' X 8' H STUCCO BAND- SMOOTH FINISH 12 54.23 NAVD/ +35' O' A.F.F. 6. FOAM BRACKET W/ SMOOTH STUCCO FINISH (SEE DTL.) MAX MEAN ROOF I-EIGur h 7, ALUM. WINDOWS (SEE SCHEDULE) e' 5206 NAVD/ +37 10' AFF. 8. ALUM. CURVED RAILING ANCHORED TO SLAB TOP of TIE BEAM 1p 9. APPLIED CAST STONE COLUMNS 10. 12OLND SPIRAL CAST STONE COLUMNS 6 II. CAST STONE BAND AROUND WINDOWS _ A 12. CAST STONE BALLUST12ADE AND CAP - 5 II 3 13. BREAK AWAY WALLS W/ STUCCO AND PAINTED in 14. 6' GALVANIZED GUTTER AND SPOUT I 43.06 NAVD/ +23'-10' AFF. 15. 2'-0' X 4'-O' FLOOD LOUVER - - 16. CONDERSE12 UNIT ON PLATFORM Q m .•'• • p II THIRD LIVING LEVEL 17. ALUM. RAILING ON TOP OF LOW WALL - 18. CAST STONE COLUMN "-' 9 11 II 19. DECORATIVE ROUND LOUVERS AS PER ELEVATION 3ULU a 20. ROUND WINDOW (SEE SCHEDULE ON AI.3 SHEET) 2 m $ 4 4 21. I' X 6' H STUCCO BAND- SMOOTH FINISH 3 ~ �� o 7,0 a � a 4 22. APPLIED DECORATIVE CAST STONE SPIRAL COLUMN a 33.56 NAVD/ +14' 4' AFF 23. CAST STONE BAND AS PER ELEV. SIZE - - - - 24. 2'X4' SKYLIGHT m SECOND LIVING LEVEL _ x 23. 6 P ' b 0nn 23 3 g o O a$q 4 4 >r 12 a &� m r 8 p p in - rl 19.23' NAVD/ +O'-O' AFF. _ FIRST LIVING LEVEL 15.73' NAVD/ -3'-7 I/2' B.F.F.- - - - - O, BOTTOM OF LOWEST l0 3' I STRUCT. MEMBER 23 v 10.0' NAVD/ -9'-2 I/7 BFF. -�5 FLOOD LEVEL i0 22 T) ELEVATION SCALE1 3/16' • 1'-O' 54.23 NAVD/ +3V-O' A.F.F. Y MAX MEAN ROOF HEIGHT 5206 NAVE/ +E2AFF. TOP OF TIE BEAMM THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 43.06 NAVD/ +2V-10' A.F.F. THIRD LIVING LEVEL COPI 33.56 NAVD/ +14'-4' AFF SECOND LIVING LEVEL 1/2' B.F.F. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT IN WRITING ONLY, OF ANY ERRORS OF OMISSIONS IN THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THE WORK. CONSULTANT: PROJECT: MR. E MRS. NEGRE I RI RESIDENCE SEA OATS LOT 4 ANASCOSTIA WAY (954) 980-1515 SEAL MNLI Marina N. Llorens Architects, P.L. 2600 N.E. 45 STREET LIGHTHOUSE POINT, FL. 33064 (954) 778-0403 PHONE (954) 946-6466 FAX MNLDESIGNmBELLSOUTH.NET AA 26000902 ARCHITECTURE JOB NO., 08-15 CHECK SET, 4-28-09 BID SET, PERMIT SET, 2-1-09 CONSTRUCTION SET, RESIDENCE PRINCIPAL IN CHARGE' LLCRENS PROJECT DIRECTOR, MXL. 19.2V NAVD/ +O'-O' AFF. FIRST LIVING LEVEL PROJECT MANAGER, MXL. DRAWN BY, LL. 15.7V NAVD/ -V-7 1/2' BFF. BOTTOM OF LOWEST CI-ECKED BY, MXL. STRUCT. MEMBER 1 la NAVD/ -9-2 1/2' B.F.F. ROOD ,EVEL 5.53 NAVD/ -IV-8 1/2' BFF. GARAGE -LEVEL SHEET TITLE1 EXTERIOR ELEVATION, SHEET NO.1 A2-1 SCALE, 3/16' - 1'-0' NO. DATE 12EVIS CONTRACTOR SHALL VERIFY DIN AND CONDITIONS AND SHALL NC ARCHITECT IN WRITING ONLY, OF ERRORS OF OMISSIONS IN THE C DOCUMENTS BEFORE PROCEEDII THE WORK. CONSULTANT: PROJECT: MR. E MRS. NEG RES I DENC SEA OATS LC ANASCOSTIA V (954) 980-15 SEAL Ml`IL Marina N. Llor Architects, P.L. 2600 N.E. 45 STRE LIGHTHOUSE POINT, FL. (954) 778-0403 PH (954) 946-6466 F� NINLDES I GNmBELLSOUTN. AA 26000902 ARCHITECTURE JOB NO.t 08-15 CHECK SET: 4-28-1 BID SETg PERMIT SETT 2-1-OS CONSTRUCTION SET, 12ESID PRINCIPAL IN CHARGE- LLORE PROJECT DIRECTOR, MN.L PROJECT MANAGER: MN.L. DRAWN BY- LL. CI-ECKED BY, MN.L SHEET TITLE! EXTERIOR ELEVA SHEET NO.: LEFT SIDE (NORTH) ELEVATION SCALE: 3/16' - 1'-0' A2-,z NO. DATE REVISION 54.23 NAVD/ +35' MAX MEAN ROOF HEIGHT $;( a _ 0 0 0 o — — 52.06 NAVD/ +32'-10' A.F.F. NN TOP OF TIE BEAM E N (V M. BEDROOM O O Q zo HALL ' Zo SAFE ROOM a O ro BALCONY in N i Cn SLOPE 2' JIIII 43.06 NAVD/ +23'-10" A.F.F. THIRD LIVING LEVEL zo O COV. TERRACE -- Q N — - -- ,.,. — ---— — — — — — — — — — ---- — SLOPE 2' — JIIII 33.56 NAVD/ +1 '- . . --- qr SECOND LIVING LEVEL N00 P FOYER OPEN TO LIVING ARE COV. TERRACE ABOVE 00 SLOPE I/47FT. 19.23' NAVD/ +0'-0' A.F.F. • :.:....7, — — — FIRST LIVING LEVEL jk 15.73NAVD/ -3'-7 1/2' B.F.F. L PROPGSED BOTTOM OF LOWEST THESE PLANS AND AI CORRECTIONS STRUCT. MEMBER AND SUBJECT TO ANY REQUIRED BY FIELD INSPECTORS THAT N MAY BE NECESSARY IN ORDER TO Co COMPLY WITH ALL APPLICABLE CODES. jk 10.O' NAVD/ -9'-2 1/2" B.F.F. FLOOD LEVEL 5.53 NAVD/ -13'-8 1/2" B.F.F. GARAGE LEVEL BUILDING SECTION TNIRU FOYER AND LIVING ROOM 3.1 SCALE,1/4• - I' -ON CONTRACTOR SHALL VERIFY DIMENSIOr AND CONDITIONS AND SHALL NOTIFY n ARCHITECT IN WRITING CNLY, OF ANY ERRORS OF OMISSIONS IN THE CONTRA DOCUMENTS BEFORE PROCEEDING WITF TI-E WORK. CONSULTANT: PROJECT MR. E MRS. NEGRE RESIDENCE SEA OATS LOT 4 ANASCOSTIA WAY (954) 980-1515 SEAL MNt, Marina N. Llorens Architects, P.L. 2600 N.E. 45 STREET LIGHTHOUSE POINT, FL. 330E (954) 778-0403 PHONE (954) 946-6466 FAX MNLDESIGN®BELLSOUTH.NET AA 26000902 ARCHITECTURE JOB NO: 08-15 CH=C�C SETS 4-28-09 BID SET, PERMIT SET, 2-1-09 CONSTRUCTION SET, RESIDENCE PRINCIPAL IN CHARGE- LLCRENS PROJECT DIRECTORt M.N.L. PROJECT MANAGER M.N.L. DRAWN BY, LL. CHECKED BY, M.N.L. SHEET TITLE BUILDING SECTION SHEET NO.: A3- NO. DATE REVISION 6/24/09 BLDG. DEPT. COMMENTS BUILDING SECTION TNRU DINING ROOM AND FAMILY ROOM SCALED 1/4' - 1'-0' CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT IN WRITING ONLY, OF ANY ERRORS OF OMISSIONS IN THE CONTRACT DOCUMENTS BEF012E PROCEEDING WITH THE WORK. CONSULTANT: PROJECT, MR. � MRS. NEGREIRO RESIDENCE SEA OATS LOT 4 ANASCOSTIA WAY (954) 980-1515 SEAL MNL Marina N. Llorens Architects, P.L. 2600 N.E. 45 STREET LIGHTHOUSE POINT, FL. 33064 (954) 778-0403 PHONE (954) 946-6466 FAX NINLDESIGN®BELLSOUTH,NET AA 26000902 ARCHITECTURE JOB NO., 08-15 CHECK SET, 4-28-09 BID SET - PERMIT SE71 2-1-09 CONSTRUCTION SET, RESIDENCE PRINCIPAL IN CHARGE LL.ORENS PROJECT DIRECTOR, M.N.L. PROJECT MANAGER, MXL DRAWN BY, L_ CHECKED BY, M.NL SHEET TITLE: BUILDING SECTION SHEET NO.: A3-2 NO. DATE REVISION CONTRACTOR SHALL VERIFY DIMENS AND CONDITIONS AND SHALL NOTIFY ARCHITECT IN WRITING ONLY. OF AM ERRORS OF OMISSIONS IN THE CONT DOCUMENTS BEFORE PROCEEDING V THE WORK. CONSULTANT: PROJECT: MR. E MRS. NEGRE RESIDENCE SEA OATS LOT ANASCOSTIA WA' (954) 980-1515 SEAL MNL Marina N. Lloren Architects, P,L. 2600 N.E. 45 STREET LIGHTHOUSE POINT, FL. 33, (954) 778-0403 PHONE (954) 946-6466 FAX MNLDESIGN®BELLSOUTH.NET AA 26000902 ARCHITECTURE JOB NO., 08-15 CHECK SET- 4-28-09 BID SET - PERMIT SET- 2-1-09 CONSTRUCTION SET, 12ESIDENC PRINCIPAL IN CHARGE- LLORENS PROJECT DIRECTOR- MNL PROJECT MANAGER, M.N.L. DRAWN BY, LL. CHECKED BY, M.N.L. SHEET TITLE: INTERIOR ELEVATIC SHEET NO.: A3-3 NO. DATE REVISION I- FAMILY & KITCI-EV ELEVATION BCAIn VR • f4' 2 - KITCHEN i DINING ROOM ELEVATION scan yr - ro 3 - KITCHEN E FOYER ELEVATION ecan Ve • ra THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. FILE, C�PV 4 - KITCHEN ISLAND ELEVATION ecanwr-r-a Lj- 1 _ O _ \\ / j 4 4) Ll (I CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT IN WRITING ONLY. OF ANY ERRORS OF OMISSIONS IN T1 E CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THE WORK. CONSULTANT: PROJECT! MR. Z MRS. NEGREIR RESIDENCE SEA OATS LOT 4 ANASCOSTIA WAY (954) 980-1515 SEAL MNL Marina N. Llorens Architects, P.L. 2600 N.E. 45 STREET LIGHTHOUSE POINT, FL. 33064 (954) 778-0403 PHONE (954) 946-6466 FAX MNI-DESIGNmBELLSOUTH.NET AA 26000902 ARCHITECTURE JOB NO: 08-15 CHECK SET, 4-28-09 BID SET, PERMIT SET- 2-1-09 CONSTRUCTION SET, RESIDENCE PRINCIPAL IN CHARGE LLCRENS PROJECT DIRECTOR, MN.L PROJECT MANAGER, M.N.L. DRAWN BY, LL CHECKED BY- M.N.L SHEET TITLE: INTERIOR ELEVATION SHEET NO: PARTIAL G12OUND FLOOR PLAN SCALE, 1/4' - 1'-0' A3-4 BARREL ROOF TILE OVER 1 LAYER 90a ASTM FELT HOT MOPPED OVER 30tt LAYER ASTM FELT TIN TAGGED ON I" CDX PLYWOOD SHEATHING 8D NAILS o 6' O.C. AT DIAPHRAM 12 BOUNDRIES PLACE NAILS o 4'( r� 4.1 ICYNENE LD-C-50 SHALL I BE PROVIDED ON ALL TOP CHORD TRUSS MEMBERS 2 X 4 WOOD BLOCKING BETWEEN TRUSSES FASTENED W/(2) 16D NAILS E.E. 6" 14EIGHT o TRUSS EDGE MIN. 5/8' STUCCO (2) COATS OVER 8" MASONRY BLOCK W/ STD. tt 8 LADDER TYPE HORIZ. REINF. o EVERY OTHER COARSE (16" O.C. VERTICAL) EXT PLASTER TO COMPLY W/ FBC SECTION R703.6 _ _ _ OIL +14'-4" (33.56' NAVD) SECOND FLOOR MIN. 8" X 16" CONCRETE TIE BEAM W/ (4) u 5 CONTINUOUS WINDOW ROLL UP SHUTTER (SEE DET. I ON SHEET 5) — OIL +0'-0' (19.23' NAVD) FIRST FLOOR BREAK AWAY WALL W/ MIN. 5/8' STUCCO — O DINING ROOM NOTE: WHERE MASONRY OR REINFORCED CONCRETE EXTENDS ABOVE WOOD MEMBERS (JOIST,BEAMS,GIRDERS) JOIST SHALL BE FIRE CUT SO THE TOP EDGE DOES NOT ENTER THE MASONRY OR REINFORCED CONCRETE MORE THAN ONE INCH OR SHALL BE PROVIDED WITH WALL PLATE BOXES OF SELF RELEASING TYPE OR APPROVED HANGERS NOTE, PROVIDE FOAM IN PLACE BLOCK INSULATION THROUGHOUT THE HOUSE ON THE SOUTH AND WEST WALLS, R-II IN ASSEMBLY WITH BLOCK. NORTH AND EAST WALLS SHALL HAVE 124.2 INSULATION ON THE INTERIOR SURFACE OF WALL ICYNENE LD-C-50 TOP CHORD TRUSS MEMBERS PROVIDE R-19 ON GARAGE CEILING A A Z& ICYNENE LD-C-50 SHALL BE PROVIDED ON ALL TOP CHORD TRUSS MEMBERS - BARREL ROOF TILE OVER I LAYER 90# ASTM FELT HOT MOPPED OVER 30a LAYER ASTM FELT TIN TAGGED ON I' CDX PLYWOOD SHEATHING 8D NAILS o 6' O.C. AT DIAPHRAM BOUNDRIES PLACE NAILS o 4" O.C. OIL +32'-10' (52.06 NAVD) BOTTOM OF TRUSS GALV. METAL DRIP CAP ON I X 2 P.T. WOOD CONSTRUCTION GRADE ROUGH SAWN CEDAR 2 X 8 WOOD FASCIA FASTENED TO END OF TRUSS WITH (2) 16D NAILS GABLE END TRUSS MIN. 5/8' STUCCO (2) COATS OVER 8' MASONRY BLOCK W/ STD. u 8 LADDER TYPE HORIZ. REINF. o EVERY OTHER COARSE (16' O.C. VERTICAL) EXT. PLASTER TO COMPLY W/ FBC SECTION 12703.6 oL +23'-10" (43.06' NAVD) THIRD FLOOR MIN. 8" X 16" CONCRETE TIE BEAM W/ (4) a 5 CONTINUOUS TOP OF BEAM AT PORCH THESE PLANS AND ALL CORRECTIONS AND SUBJECT TO ANY REQUIRED BY FIELD INSPECT DER TO T MAX BE NECESSARY IN OR COMPLY WITH ALL APPLICABLE CODE' +0'-O' (19.23' NAVD) FINISH FLOOR BREAK AWAY WALL W/ MIN. 5/8" STUCCO — 12 4 rg. PRE-ENGINEERED WOOD TRUSSES o 24' O.C. MAX. SPACING (VERIFY W/ TRUSS MFGR. LAYOUT DRAWING FOR TRUSS CONFIGURATION POLYURETHANE FOAM INSULATION SPRAY Q-30 MIN.) 2" X 4" TRUSS BRACING ATTACHED TO TOP OF BOTTOM CHORDS 5/8' GYPSUM WALLBOARD OVER I X 3 FURRING STRIPS OR MTL. CHAN. o 16" O.C. TYP. 12-5 INSULATION (MIN.) I X 4 P.T. FIRESTOP I X 4 P.T. FIRESTOP o MIDHEIGHT NOT TO EXCEED 8' HEIGHT WINDOW (SEE SCHEDULES AND ELEVATIONS) CONCRETE TIE BEAM (SEE STRUCTURAL DRAWINGS FOR SPECIFICATIONS) WINDOW ROLL UP SHUTTER (SEE DET. I ON SHEET 5) WOOD BASE 6' CONC. POURED SLAB (SEE STRUCTURAL DRAWINGS FOR SPECIFICATIONS) POURED CONC. BEAM (SEE STRUCTURALS FOR SPECIFICATIONS) 6 CONC. POURED SLAB (SEE STRUCTURAL DRAWINGS FOR SPECIFICATIONS) PILE CAP AND PILES (SEE ST12UCTU12ALS FOR SPECIFICATIONS) NO. DATE REVISION 6/9/09 BLDG. DEPT. COMMENTS 6/19/09 BLDG. DEPT, COMMENTS CON RACTCR SHALL VERIFY DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT IN WRITING ONLY, OF ANY ERRORS OF OMISSIONS IN THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THE WORK CONSULTANT: PROJECT, MR. E MRS. NEGREIRO RESIDENCE SEA OATS LOT 4 ANASCOSTIA WAY (954) 980-1515 DI u SEAL MNLI Marina N. Llorens Architects, P.L. 2600 N.E. 45 STREET LIGHTHOUSE POINT, FL. 33064 (954) 778-0403 PHONE (954) 946-6466 FAX MNLDESIGNoBELLSOUTH.NET AA 26000902 ARCHITECTURE JOB NO., 08-15 CHECK SET, 4-28-09 BID SETS PERMIT SET 2-1-09 CONSTRUCTION SET, RESIDENCE PRINCIPAL IN CHARGE, LLORMS PROJECT DIRECTOR, MAL PROJECT MANAGER, MN.L DRAWN BY: H CHECKED BY, MN.L SHEET TITLE: BUILDING SECTION SHEET NO., A4-1 WALL SECTION AT NIP ROOF SCALP 3/8' - I � WALL SECTION AT GABLE ROOF SCALP 3/8' - I -a NO. DATE REVISION 6/9/09 BLDG. DEPT. COMME I'll Rim N (V O M. BEDROOM 0 O HALL 20 SAFE ROOM ON O b BALCONY ° SLOPE 2' I I I I THESE PLANS AND ALL AND SPROPOSED WO(W( ° 'ul lul UB 1ECT TO ANY CORRECTIONS REQUIRED By FIELD INSPECTORS THAT COV. TERRACE Q MAY BE NECESSARY IN ORDER TO CoC®MPLY WITH ALL APPLICABLE CODES. Co _ ------------- ---- SLOPE2' — — — — — - - - - - - o--- S J FOYER OPEN TO ABOVE PARTIAL BUILDING SECTION AND POOL DECK 4. SCALE- 1/4' - I'-0- 'v v aE Q 'v m POOL CONTRACTOR SHALL VERIFY DIMEJSIO AND CONDITIONS AND SHALL NOTIFY T ARCHITECT IN WRITING ONLY, OF ANY ERRORS OF OMISSIONS IN THE CONTR/ DOCUMENTS BEFORE PROCEr=DING WIT THE WORK. CONSULTANT= PROJECT, MR. E MRS. NEGRE RESIDENCE SEA OATS LOT 4 ANASCOSTIA WAY (954) 980-1515 i lX SEAL MNL Marina N. Llorens Architects, P,L, 2600 N.E. 45 STREET LIGHTHOUSE POINT, FL. 330E (954) 778-0403 PHONE (954) 946-6466 FAX MNLDESIGN®BELLSOUTHNET AA 26000902 ARCHITECTURE JOB NO, 08-15 CHECK SET, 4-28-09 BID SET - PERMIT SET, 2-1-09 CONSTRUCTION SET, RESIDENCE PRINCIPAL IN CHARGE LORENS PROJECT DIRECTOR- M.N.L. PROJECT MANAGERo M.N.L. DRAWN BY, IJ_ CI ECF:r=D BY, M.N.L. SHEET TITLE: BUILDING SECTION AND POOL SHEET NO.: A4-2 F_ 30, MIN. LAP 3/4' SMOOTH TEXT. STUCCO GYPSUM WALLBOARD - — T BOND _ BEAM ON SELF -FURRING METAL LATH AND ASPHALT SATR. FELT ON I/2 EXT. GRADE LINE OF BOTTOM DROP CEILING 4. TAPE AND FLOAT JOINT " 4. ' a CONC. TIE BEAM (SEE STRUCTSJ PLYWOOD OF CONC. SLABAPPLICABLE)"''" (WHERE BETWEEN ACCESS PANEL ,•; FRAME AND GYPSUM BD. a •° °'.. 3/47 THICK EXTRIOR GRADE FULLY GROUTED BLOCK STUCCO STOP OVER MTL FLASHING AND COUNTER -- — ... ° ^ `. CUSTOM SHOP FABRICATED .. SHEATHING REINFORCED BLOCK EE WALL CELL EACH SIDE OF WINDOW FLASHING _ — =_ = MILLWORK FRAME TO RECEIVE ACCESS PANEL 1 i P.T. AT SHUTTER HOUSING OPENING W/ I tt5 VERTICAL R'p' "S' TILE OVER 90u SLATE 90tt SLATE HOT MOPPED TO 25 GA - 3 5/8' GALV. METAL CUSTOM SHOP FABRICATED BE (TO BE REMOVED MULTIPLE TIMES PRIOR TO EXT. FINISH APPLICATION f 30tt FELT TIN TAGGED TO TAPE AND JOINT STUDS o 24" O.C. REMOVABLE MILLWORK ' FOR SHUTTER INSTALLATION PURPOSES) I' CDX PLYWOOD COMPOUND PANEL FOR SERVICE ACESS REMOVABLE I' THICK RIGID — BATT INSULATION FOAM INSULATION BOARD 8' FOUR SIDED HOUSING (ALL SIZES 3/4' P.T. WD. BUCK AROUND PERIMETER Z_ — 25 GA - 3 5/8' GALV. METAL CUT HOUSING BOTTOM/FRONT + ARE BASED ON WINDOW HEIGHTS. v CONSULT SALES REP FOR HOUSING OF OPENING. zoPANEL � TRACK W/ 3/4' FAST TRACK ABOVE CORNER TO SIZES) f jMXX. _ VT GYPSUM NAILS AT 24' O.C. ALLOW REMOVAL OF PANEL FOR SERVICE ACCESS. 6' WALLBOARD ACOUSTICAL 3/4' THICK STUCCO FINISH SEALANT BOTH SIDES) CUSTOM FABRICATED, SET IN SEE SCHEDULE / -SEE SC�D� PAN WATERTIGHT, COOT. MTL SHING TO DIRECT I/4' X 2 3/4' TAPCONS ON 16' CENTERS PRECAST SILL MORTAR FOR FINISH FOR FINISH WATER OUT OF WALL WD. LEDGER FLOOR SLAB CAVITY. MINI TYPE SLATS — RIP 7/8" OFF TYP. 2XIO TO LINE DENOTES OUTERMOST PROJECTION OF WINDOW TRIM AT LET IN SI-UTTER E SIDE RAILS JAMB BEYOND BUCK ANCHORS, 3/16' DIA. X 2' TAP -CON MIN. 11/4' EMBEDMENT LIMITS HGT. W-0' INTO MASONRY OR CONC. FRAME ROUGH OPENING W/ 2X6LUMBER FOR ATTACHMENT OF WINDOWS W/NAILING FINS. -*NOTEt SEE STRUCTURAL SHEETS FOR THIS STRUCTURAL TAP CONS. TO BE 8' O.C. SPACING MAX. PT. BUCK TO BE I" X 3' MIN. DOOR FRAME TO BE ANCHORED TO WOOD BUCK AS PER MANUF. SPECS. (WINDOW MUST BE SET FAR DETAIL. CONTRACTOR TO VERIFY EXACT DIMENSIONS ONE LAYER OF 1/2' GYPSUM BOARD ON EACH SIDE OF 3 5/8' ENOUGH INOT WALL FOR ALL WITH SHUTTER MANUFACTURER PRIOR TO POURING WINDOWS TO BE ANCHORED TO WOOD BUCK AS PER GALV. METAL STUDS AT 24' O.C. (NO FIRE RATING) PROJECTING TRIM TO BE CLEAR BEAM. BEAM SIZE MAY FLUCTUATE IN SIZE DEPENDING WINDOW MANUFACTURERS SPECIFICATIONS. *NOTE, PROVIDE ROUNDED CORNER BEADS ON ALL OUTSIDE EDGES OF SHUTTER SLATS E SIDE RAILS.) ON HEIGHT OF DOOR OR WINDOW. AS PER S.F.B.C. SECTION 3508.0 -,'(TI-E SHUTTERS ARE ONLY FOR THE IST FLOOR AND AND USED STRICTLY FOR SECURITY PURPOSES A WINDOW BUCK DETAIL ROOFITpO WALL DETAIL 4' TYP. SOUND NON RATED PARTIETION WINDOW OR DOOR SHUTTER HEAD3DTL° 10 I SCALE, N.T.S.[7) TO RESEMBLE WOOD SPANISH 'S' TILE OVER FOAM STUCCO FINISH OUTLOO (SEE ELEVATIONS MOPPED SLAFELTE TIN FOR SPACING) SPACING) 30' MIN. 30tt TAGGED TOO LA I' CDX PLYWOOD — BOND BEAM - SOLID SHEATHING FULL r WIDTH OF VALLEY - BLOCK WALL + + + + FLASHING ... ,' ; m R FULLY GROUTED p,C, Mq 26 GA. FLASHING W/ :• REINFORCED BLOCK MAX. ' I' HIGH ON RIDGE OPENING W SIDE OF AT CENTER ° ' VERTICAL m + CONC. COL. MIN. 8'XI2' DOOR R.O. - ' • STUCCO � WITH (4) - tt5V, tt3 T o 12'O.C. � REDHEAD PER DATA -M + 2X P.T. WD. BUCK MAX. A. BELOW. AROUND PERIMETER , OF OPENING. s• - f 2'X6' P.T. WD. JAMB PLATE ANCHORED TO MASONRY W/ ' 1/2' RD. REDHEAD WEDGE WOOD DOOR ANCHORS 3-3/4' LONG, TRIM (PT) WS 3836, MIN. EMBD. 2-1/4' INTO CONCRETE. &• PULLOUT, 4100 LBS. -kAAV THESE P SHEAR, 5000 LBS. LANS AND FIRST ANCHOR 6' ABV. F.F. ALL PROPOSE® WORK MAX SPACING BETWEEN AND SUBJECT TO 2 5/8' 4 I/2 4 3/4' 2 1/8' ANY REQOSUBJ CORRECTIONS ANCHORS 24" OR PER BY FIELD BUCK ANCHORS, 3/16' DIA. X 2' TAP -CON MIN. 1 1/4' EMBEDMENT 3' INSPECTORS THAT PRODUCT APPOVAL. MAY BE NECESSARY INTO MASONRY OR CONC. 1•_2• IN ORDER TO COMPLY WITH FRONT VIEW SIDE VIEW ALL APPLICABLE CODES. I I DOOR BUCK DETAIL g VALLEY FLAS I SCALES I' = I'-O' NG 5 OUTLOOKER DETAIL SCALES 2 GARAGE DOOR JAMB DETAIL SCALES N.T.S. I' - I'-O" 30' MIN. NOTE, FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION LAP--t INSIDE THEATER SPECIFIED INSULATION OVER ALL BOND BEAM -- s TO REJECT PASSAGE 2' X 2' ALUM. TOP RAIL LIVING AREAS 1 OF A 4'DIAMETER SPHERE ENGINEERED TRUSSES AT 24' O.C. BLOCK WALL 1 j 1 ` (TYPICAL) I' X I' ALUM. (2) 5/8 TYPE X GYP. BD. ! REINFORCED O O.C. HORIZONTAL HIGH DENSITY ROBBER CEJ EACH SIDE OF - -SOUND INSULATION CLIPS FURRING AT 6 O.C. TYPICAL WITH VOPENINGLW/ I tt5 - -- - E METAL 'U' CHANNELS SPECIFIED 'R' FACTOR INSULATION \7 ro ABOVE. DOOR R.O. Lo m _ 2' X 2' ALUM. 0 2 X 4 WOOD STUDS STAGGERED y - 48' O.C. MAX. AT 16' O.C. W/ 2X 6 TOP ! BOTT. 2X4 WOOD STUD TOP PLATE BELLY SHAPED 3/4' P.T. WD. BUCK _ O.C. MAX. �- AROUND PERIME OF OPENING. a DOOR TR ANCHOREDD AAS F BE ER im I' X I' ALUM. POST R.p-4 5 PICKETS W 2X4 WOOD STUDS AT Q 24' O.C. WITH (U FULL LENGTH LAYER MFG. SPECIFICATIONS — BELLY SHAPED > OF 1/2' GYPSUM WALLBOARD. MAX. 2X4 WOOD STUD BOTTOM PLATE I' X I' BOTT. RAIL CONCRETE FLOOR SLAB NOTE - SECTION SHOWN WITH WALLS BUCK ANCHORS, 3/16' DIA. X 2' TAP -CON MIN. 1 1/4' EMBEDMENT N PERPENDICULAR TO TRUSSES. 5/8' GYP. BD. PARALLEL WALLS SECTION SIMILAR GROUT OUTSIDE THEATER NOTE- ONE LAYER 1/2' GYPSUM WALLBOARD APPLIED PARALLEL TO EACH SIDE OF 2 X 4 WOOD STUDS SPACED AT 24' O.C. WITH 6D COATED NAILS 1 7/8" LONG. 0.0915" SHANK, 1/4' HEADS. � SCORED STUCCO DRIP (TYPICAL) 12 SLIDING GLASS DOOR BUCK DETAIL 9 TYPICAL BELLY ALUM. RAILING DETAIL WALL TYPE AT THEATER ROOM NON -BEARING WALL DETAIL 6 3 SCALE, N.T.S. SCALE - 3' - 1'-O' SCALE- 3/4. 1•-0' NO. DATE REVISION 1 6/9/09 BLDG. DEPT. COMMENT 1 6/24/09 BLDG. DEPT. COMMEI\ CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AND SHAD_ NOTIFY TI-E ARCHITECT IN WRITING ONLY, OF ANY ERRORS OF OMISSIONS IN THE CONTRAC- DOCUMENTS BEFORE PROCEEDING WITH THE WORK. CONSULTANT PROJECT: MR. E MRS. NEGRE I R RESIDENCE SEA OATS LOT 4 ANASCOSTIA WAY (954) 980-1515 SEAL MNL Marina N. Llorens Architects, P.L. 2600 N.E. 45 STREET LIGHTHOUSE POINT, FL. 33064 (954) 778-0403 PHONE (954) 946-6466 FAX MNLDESIGWELLSOUTH.NET AA 26000902 ARCHITECTURE JOB NO.- 08-15 CI-ECK SET- 4-28-09 BID SETS PERMIT SET, 2-1-09 CONSTRUCTION SETS RESIDENCE PRINCIPAL IN CHARGE, LLORENS PROJECT DIRECTOR- MNL. PROJECT MANAGER MNL. DRAWN BY, LL CHECKED BY, M.N.L. SHEET TITLE: DETAILS SHEET NO.: A5-I NO. DATE REVISION CEILING DETAIL AT FAMILY ROOM 5 AS PER S.FB.C. SECTION 3508.0 VELUX ECL STEP FLAB SPANISH "S" TILE OVER 90U SLATE HOT MOPPED TO 30a FELT TIN TAGGE TO I' CDX PLYWOOD VENTILA' l'klw 10L;LolN FINISH MA VELUX ECL STEP FLAB FINISH RAW EDGE OF FINISH MATERIAL TO PROVIDE A MOISTURE BARRIER UTILIZING SEALING TAPE AND/OR ADHESIVE SEALANT 4AX. UNDERLAYMENT / CURB BASIS OF DESIGN, MOUVTED SKYLIGHT (FCMY FINISH MATERIAL FASTEN TO CURB W/ SCREWS FURNISHED WITH SKYLIGHT YMENT BLOCKING AS REQUIRED I. UNDE12LAYMENT TO BE FOLDED UP AGAINST ALL SIDES OF CURB. 2. VAPOR BARRIER SHOULD BE USED TO AVOID MOISTURE. 6 1 SKYLIGHT DETAIL / SCALE, I 1/2"- I'-O' 3 CEILING DETAIL AT LIBRARY AS PER S.F.B.C. SECTION 3508.0 1 lkl= P1 L 111 i^" III= b 9 VERT. 3 5/8' 201 GA. STUD el'DV O.C. W/ (2) NO. 12 ROUNDED CORNER BEAD (TYP. ALL CORNERS) 1/2" GYP. BD. ON 1 5/8' - 25 GA. MTL. STUD FINISH AS REQUIRED 3' SHALLOW RECESSED FIXTURE (SEE PLAN) CENTERED ON SOFFIT CEILING DETAIL AT FOYER ENTRY AREA 20 GA. TRACK TO BOT. INDIRECT CONCAVE CEILING THIS SIDE ONLY THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY ORDER TH COMPLY WITH ALL APPLICABLE CODES. 20 GA. TRACK TO BOT. OF SLAB W/2 ROWS .145 0 PAP u 12'O.C. INDIRECT CONT. LIGHTING SCALE, 1 1/2'- 1'-0' S(aS4�1M12E'/71w-&O" 6/9/09 BLDG. DEPT, COMMENTS CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT IN WRITING ONLY, OF ANY ERRORS OF OMISSIONS IN THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH TI-E WORK. CONSULTANT: PROJECT: MR. E MRS. NEGREIRO RESIDENCE SEA OATS LOT 4 ANASCOSTIA WAY (954) 980-1515 SEAL M]yL Marina N. Llorens Architects, P.L, 2600 N.E. 45 STREET LIGHTHOUSE POINT, FL. 33064 (954) 778-0403 PHONE (954) 946-6466 FAX MNLDESIGNmBELLSOUTH.NET AA 26000902 ARCHITECTURE JOB NO., 08-15 CHECK SET, 4-28-09 Z; BID SET, v OVAL CONCAVE CEILING PERMIT SET, 2-1-09 ALL SIDES CONSTRUCTION SET, RESIDENCE — bn PRINCIPAL IN CHARGE, LLORENS — PROJECT DIRECTOR, M.N.L. PROJECT MANAGER, M.NL. VERT. 3 5/8" 20 GA. STUD e 24" O.C. W/ (2) NO. 12 DRAWN BY, LL. TEK SCREWS TO TRACK CHECKED BY, M.N.L. 1/2' GYP. BD. ON 1 5/8' - 25 GA. MTL. STUD FINISH AS REQUIRED — 3" SHALLOW RECESSED FIXTURE (SEE PLAN) CENTERED ON SOFFIT SHEET TITLE: DETAILS SHEET NO., 0 CEILING DETAIL AT THEATER ROOM SCALE, 1 117 - 1'-0' A5-2 ONE 14 GA. STL. STRAP ON EA. STRINGER W/ THE EXCEPTION OF A STRINGER THAT ENDS PAST THE OUTER CORNER OF A DECK IN ORDER TO CONTINUE A FASCIA FOR THE RAILS. EA. STRAP IS NAILED TO THE END OF THE STRINGER E SECURED I'-o 3/4" TO DECK W/ NAILS OR DRIVE PINS 1I DEPENDING ON WHETHER WOOD OR CONCRETE. 0. m A�\a 9 110 III 112 13 / \ 6 �7 14 1 I I I �/� 15 \ �16 �5 4 3 \ / 17 p6 \ 8• \ TOP RISER IS SECURED TO DECK W/ 16D 2 3/ NAILS TO FLOOR TRUSSES UP r? LANDING a 18 \ GLULAM STAIRS BY STAIR MANUFACTURER 19 GLULAM STAIRS BY STAIR MANUFACTURER I 29 4'-0' 1 p TOP STEP DETAIL SCALE I/2'- I'-O' 38' CONTINOUS GUARDRAIL I BOTH SIDES AND 38' HIGH RAILING 10 TEMP GLASS CONTINUOUS GUARDRAIL 0 LANDING 21 24 RISERS AND 23 TREADS AT 7.5' HIGH 10' I• (SEE STRUCTURAL DRAWINGS 1' NOSING FOR SPECIFICATIONS) zo� I ---- —22-- n 23 DOWN �o a, SEE DETAILS 7, 10, II AND 12 ON THIS SHEET K 0 ALL TH ApOSED T CORRECTIONS )B STAIR PLAN GROUND FLOOR _ _ _ _ _ _ MDPS JECN THAT REQUIRED BY FIELD INSPECTORS IN ORDER TO SCALE, 1/2'- I'-0' MpV 5E NECESSARY CODES. — — — — — — COMPLY WITH ALL APPLICABLE Z14 FILE C opy GA. STRAP NAILED TO STRINGER AND LANDING \FLOOR GLULAM STAIRS BY STAIR MANUFACTURER 3'-6' in F 14 I I LANDING STEP DETAIL g SIDE AND FRONT VIEW, SECOND FLOOR STAIRS SCALES 1/7- 1'-0' SCALE: 1/2'- 1'-0' 13 2X6 LANDING W/ 3/4' CDX PLYWD. 12 GLUED AND NAILED. MEMBERS ARE 16' O.C. MAX. II O � (3) 2X AT EDGE OF STAIRS BOLTED / 9 ZZ7-2='� LANDING SECURED TO 14 GA. STL STRAP SECURED TO 4X4 POST W/ I INCH 14 GAUGE STL. STRAP W/8D NAILS 8 `n SLAB W/DRIVE PINS E NAILED TO 7 BOTTOM OF STRINGER I 6 15 RISERS e 7 1/2' EACH 0 14 TREADS AT IV W/ 5 1NOSING 4 � 3 2 I 2X4 P.T. SECURED TO SLAB W/ DRIVE PINS. STAIR SECURED TO 4X4 P.T. POST SECURED TO SLAB W/ STL. POST DOWN 2X4 W/NAILS FROM TORE FIRST RISER TO THE 2X4'S. ANCHOR SHOT W/ DRIVE J AT SIDES AND CENTER W/ 2X4 P.T. DOES NOT NEED TO GO 4' DIA. BOLTS FROM STRINGER TO STRINGER PIN2X8 TOPOO SLAB E NAILED UP 2ND FLOOR STAIRS (SEE STRUCTURAL DRAWINGS FOR SPECIFICATIONS) 38' CONTINOUS GUARDRAIL GLULAM STAIRS BY STAIR MANUFACTURER BOTH SIDES AND HIGH RAILING UP TO WHERE WALL STARTS 12 BOTTOM STEP DETAIL 7 LANDING DETAIL 3 STAIR PLAN SECOND E THIRD FLOOR SCALES I/2'- I'-O' L( SCALES I/2'- I'-0' SCALE I/2'- I'-O' NO. DATE REVISIC CONTRACTOR SHALL VERIFY DIMEN AND CONDITIONS AND SHALL NOTIF ARCHITECT IN WRITING ONLY, OF Al ERRORS OF OMISSIONS IN THE COI` DOCUMENTS BEFORE PROCEEDING THE WORK CONSULTANT: PROJECT: MR. E MRS. NEGRI RESIDENCE SEA OATS LOT ANASCOSTIA WA (954) 980-151F 0� �3 SEAL MNL Marina N. Llorei Architects, RL, 2600 N.E. 45 STREEI LIGHTHOUSE POINT, FL. 3'. (954) 778-0403 PHOf (954) 946-6466 FAX MNLDESIGN®BELLSOUTH.NE AA 26000902 ARCHITECTURE JOB NO., 08-15 CI-ECK SET, 4-28-09 BID SET, PERMIT SET- 2-1-09 CONSTRUCTION SET, RESIDEN PRINCIPAL IN CHARGE, LLORENc, PROJECT DIRECTORS MNL PROJECT MANAGE121 M.N.L. DRAWN BY, LL CHECKED BY, MNL SHEET TITLE: STAIR DETAILS SHEET NO.: A6- q iv Co .m 52.06 NAVD/ +37-10" A.F.F. TOP OF TIE BEAM Q Pi Uu �z UE)UO O p Z U O p ? W ZU p 0 ly cOQ�? A 43.06 NAVD/ +23'-10" A.F.F. T.O.B. THIRD LIVING LEVEL A 33.56 NAVD/ +14'-4' A.F.F SECOND LIVING LEVEL 19.23' NAVD/ +0'-0' A.F.F, FIRST LIVING LEVEL 5.53 NAVD/ -13'-8 1/2' B.F.F. GARAGE LEVEL 8" 4'-7" 8' �v 4'-0" FINISHED DIMS. `<n Co l24 /12 (n c) O W -� • � O� u-�n O _z c� ♦ to W _2. Z W U � I ELEVATOR PLAN AT FIRST LIVING LEVEL ELEVATOR NOTES: RESIDENTIAL ELEVATOR- RISE OR EQUAL. RATED LOAD, 950 LBS. SPEED, 40 FMP MAXIMUM TRAVEL 50' MAXIMUM NUMBER OF STOPS: 5 MINIMUM OVERHEAD CLEARANCE 8'-6" NO PIT REQUIRED 36' X 48' X 80" HEIGHT- 96' IF AVAILABLE MODUALR DUAL 6 1/4 LB. T-RAIL SYSTEM SLING ASSEMBLY 230 VAC, 601-1Z, 20 AMP SINGLE PHASE POWER SUPPLY WITH NEUTRAL AND GROUND (4 WIRES) TWO u60 ROLLER CHAINS FREQUENCY CONTROLLED VARIABLE SPEED GEARED MACHINE WITH COUNTERWEIGHTED CHAIN DRIVE, 2 HP MOTOR THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS RECUIRED BY FIELD INSPECTORS THAT ^JIAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. SCALE ! 1/2' - 1'-0' NO. DATE REVISION 6/9/09 BLDG. DEPT. COMM[ CONTRACTOR SHALL VERIFY DIMENSIC AND CONDITIONS AND SHALL NOTIFY l ARCHITECT IN WRITING ONLY, OF ANY ERRORS OF OMISSIONS IN THE CONTR, DOCUMENTS BEFORE PROCEEDING WI - THE WORK. CONSULTANT: PROJECT: MR. E MRS. NEGRE RESIDENCE SEA OATS LOT z ANASCOSTIA WAY (954) 980-1515 SEAL MNL Marina N. Llorem Architects, P,L. 2600 N.E. 45 STREET LIGHTHOUSE POINT, FL. 33C (954) 778-0403 PHONE (954) 946-6466 FAX MNLDESIGN®BELLSOUTH.NET AA 26000902 I0012I11111" 1■Jm JOB NO., 08-15 CI-ECK SET- 4-28-09 BID SET, PERMIT SET- 2-1-09 CONSTRUCTION SET- RESIDENCE PRINCIPAL IN CHARGE LLORENS PROJECT DIRECTOR, M.N.L. PROJECT MANAGER- M.N.L. DRAWN BY- LL. CHECKED BY- M.N.L. SHEET TITLE: ELEVATOR PLAN E Df SHEET NO.: ELEVATOR SECTION SCAI,1= : 3/8" - 1'-0" FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETU' The legal description of the property where the trusses Will be installed is' =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE - ALL TRUSSES ARE TO BE SET AT 2'-0r ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE --ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. M DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Spanior less 50 degrees or less <1/2 — f g Line span approx. REFER TO BCSI Truss must be set this way if crane used. Tra"" 1" an example, yaar true" may not match. Tsist crane operator sets truss this way. 30' to 60' Span Spreader Bar lrog f—Approx 2/3 tom Line 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must b( in place at indicated height before trusses ® are installed. A1F=:Z HAIV1-->1—IE-F2 NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. LIREPRESENTS A HANGER Carrying Girder For Truss to Truss Connections see hanger/connector schedule in engineering package. INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 27'-7" ABOVE FINISHED FLOOR Nails must be as shown. Guide tab! Dome angle nails. upset--1/4" heel=61/16" SQUARE CUT END 2 x 6 Top Chord Level Returns By Builder WALL HEIGHT 27'-7" END DETAIL: TYPICAL THIS SHEET IMPORTANT NOTES: • FLOOR SYSTEM IS BY OTHERS. • LEVEL RETURNS ARE BY THE BUILDER. Do not sitwvd on trusses until they are braced per BCSI & properly nailed to straps & hangers r--————— ——— ——— —— —— ———————— —— — — — — — — I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 3" X 7-114" LEDGER 3" X 7-1/4" LEDGER I BY BUILDER. BY BUILDER. I BOTTOM @ 27'-7" BOTTOM @ 27'-7" I I I I I I I I I I I l I I I I r -- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SEE PAGE # 2 FO>R ROOF TRUSSES IN THIS AREA I I I I I I I l I I I I I I I I I I I I I I I I I I I I I I I I 3" X 7-1/4" LEDGER I I I I r--— — — — — —, BY BUILDER. I I I + + + + , BOTTc•• ^ l I + + + I I �+ + + 4 ELEV�ATOR{- I I I+ + + + + 4- + I I I I f--- -- I+ + t + —F J_ I I I I I I I I I I I I I I I I I I I I I I I I 10 N ' PAN I� .I100M A� r�/, I I I I -T I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ESE PLANS AND AND SUB,/ECT ALLIPROPOSED REQUIRED By FIELDW CORRECTION RK COMPLVAY WITECESSARV N ORDORS THAT H ALL APPLICABLE CODES. I I I I I I I I I I IC ' I I I I I I I I I I I I I --------------- \.� --------------- AT3 r MECHANICAL ROOM 1 FOR ELEVATOR AT2 AT1 A GRA i J5 I I J3 � I I I it I as m r• � � 2nd LEVEL ROOF TRUSS LAYOUT No [xcPphons i�S'ien )Os1{in w rordbu GrJL'bdIn Inis " CoAttrM;t Dus,gn I°n,fnsslonol tell not rd"t nn0 sl'mw a1pr,Ruros lhr Uem 11m CalttrtrctCrf �rr�latlnp al' g11Pi !t'.4 hn11 dlrrrinxroto p¢darmrnp lira 4. 4 In a s THE SH90 C:e hr f 1.J ptttsnbfil{ Q 1n t#Wun Mtl w, h the rtl<1,1p ptglwxl tN ins Jv^n°aa nor �..,rv„a ebnlNVtUat1 and The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within days of delivery the undersigned agrees that no backcharges will be allowed. In tl such written notice is furnished Chambers Truss shall have three (3) business days to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI &' 5. Delivery is to job site. It is the buyer's responsibility to make the job site suit delivery. Chambers Truss has the sole authority to determine the suitability of the job portion of the job site for delivery. Chambers Truss will be responsible for dump delivl The buyer is responsible for additional delivery expenses if Chambers Truss has to 1 because job site is not prepared for delivery or buyer is not prepared for delivery of Buyer is responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, agreement a reasonable price. Invoice will be made on delivery and paid within tern on delivery. Invoice may be made at scheduled date of delivery if buyer canno delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss rea attorney's fee for collections in event of payment not timely made. 1-1/2 % per montt charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms ht 9. In consideration of Chambers Truss extending credit for this material the undo unconditionally guarantees payment when due of any and all indebtedness i Chambers Truss by any entity receiving material and the undersigned agrees to r indebtedness including attomeys fees, if default in payment for material be madl recipient. 10. In the event of any litigation concerning this agreement, the items fumished hi or payments referred to herein, the parties agree that the sole venue for any such a be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guideli Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIfFPIANTCA 4 - 2002"" [00 Aspreaderbarmay be required per'BCSI 1-W'to preventinjury & da Multiple ply trusses must be fastened together per engine before they are set, failure to do so can result in roof colt. Temporary and permanent bracing are required and can so and property and is the responsibility of the truss erect Study the contents of the information packet included on d before setting trusses. Trusses must be setand braced perdesign to prevent k*oy 8r darr Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material of other concentrated loads on trusses, this can cause coil: IDO NOT SET TRUSSES USING THIS LAYa USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUE CHAMBERS TRUSS IN( 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 Fort Pierce 772-465-2012 Fax 772-465-87 Vero Beach 772-569-2012 Stuart 772-286-33 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM 6: H MC1FORMSCONTtAY 00C 01 WN V t��IVIV L/r[I I l_MlA PERCODE SUCH AS SBC'1604.6.1 County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2005 Wind Design Method Main Wind Force Resisting Roofing Material Cement Tile Loading in PSF Roof R.D.L. Top Chord Live 30 Top Chord Dead 15 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 65 7.2 Duration Factor 1.33 Wind Speed 160mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 36'-Ow Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C:COASTAL Barrier Island Yes Conforms to FBC 2007 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: 69176 Scale: 1 /4 = 1' 165 total trusses, 54 different trusses. MI 4: SAE ACAD: SAE Reviewed By: -sw-. QI-" Date: 06/03/09 FOR DRIFTWOOD HOMES DESCRIPTION: NEGREIRO RESIDENCE PAGE 1 of 3 CUSTOMER INITIALS EACH PAGE 54 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT 69176 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be installed is: =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE At IF MULTIPLE PLY. All All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ® are installed. AI HA"K=>1 _fE-IR NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A HANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. upset=2 3/16" heel=8" SQUARE CUT END 2 x 6 Top Chord Level Returns By Builder WALL HEIGHT 32'-10" TYPICAL END DETAIL 3Y upset=2 3/16" heel=8" SQUARE CUT END 2 x 6 Top Chord Level Returns By Builder WALL HEIGHT 32'-10" END DETAIL: B Carrying Girder Nails must be as shown. Guide tabs of Dome angle nails. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 0 degrees or less --1 /2 --► Tfgal-ine span approx. REFER TO BCSI Truss must be set this way if crane used. Truss Is an example, your truss may not match. Insist crane operator sets truss this way. 30' to 60' Span Spreader Bar logrL�ne �_Approx 2/3 to 1/2 of Span REFER TO BCSI st be set this way if crane used. an example, truss may not match. crane operator sets truss this way. INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 37-10" ABOVE FINISHED FLOOR INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 33'-10" ABOVE FINISHED FLOOR RAKE BEAM BY BUILDER upset=2 3/16" heel=8" SQUARE CUT END 2 x 6 Top Chord Level Returns By Builder WALL HEIGHT 32'-10" END DETAIL: A upset=21/16" heel=77/8" SQUARE CUT END 2 x 6 Top Chord Level Returns By Builder WALL HEIGHT 33'-10" END DETAIL: C 3 IMPORTANT NOTES: * FLOOR SYSTEM IS BY OTHERS. * LEVEL RETURNS ARE BY THE BUILDER. Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers I � r— — — — — — — — — — — — — — — — — — — — — — I JE I I I JF I I I I I I JG I I I ' SEE SHEET I I #1 FOR I I I I I THIS AREA I I I 1 I I I I I I I I I I I B I I I I I I I I 1 —LO — — o --� --� 7 1 iV ✓ 2' 10' 2" di I L- - - -- - \I 1 I t � I I W/ +- 1 3/4" ILI F- 0 z + /� \ ES A \\\ -j 2'-10 + 5 =-41' 1 I 1 + IR I I II I I I I I END DE. I I I I I A I I II I I SEE SHEET I I #1 FOR THIS AREA I JG I I I I I I JF I I I I I I I 1 I I I JE — — — — — — — — — — — — — — — — — — — — — - -L----1----------------------- W 11 C4 C7 2'-3 1/4" 2'-3 114" oil 111 le cs I I �)G --- - - - - --------- - - - - -- / JF I I I I I I I I JG I I I 1 I SEE '1 H'EET I I I I / GRC #1 1 F- O R 11 TH I § AREA I I I I C1 I 1 I 1 I I I I C2 I I I I I I I I C2 I END DE. I I I I 12'-6" C I I I I I I 1 -�1r7- --- Ek ---I---1 t---/ 1 -- - -- il w W WI I P11W W W I I � � I � � C2 I END DE. I 1 I C2 1 1 I C1 11 I I I I I SEE ;SHEET /� I I GRC # 1 ' F O R I I THIS AREA JG I JF I I I i i I JE THESE PANS AND ALL PROPOSED ORK - - 7�NO 5tj4fiJECTT� AI�IY_G9RRECTI NS- - - - - - - - - - - - R�QU1RED By-FfELWNSRECTOBS-THAT - _ ? W o [VIA`1 BE NECESSARY IN ORDER TO r - MRLY WITH ALL APPLICABLE CODES. 3rd LEVF-L ROC)F TRUSS LAYOUT The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layol. mhich is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (11 days of delivery the undersigned agrees that no backcharges will be allowed. In the eve! such written notice is furnished Chambers Truss shall have three (3) business days in whi( to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable f delivery. Chambers Truss has the sole authority to determine the suitability of the job site or portion of the job site for delivery. Chambers Truss will be responsible for dump delivery on] The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliv because job site is not prepared for delivery or buyer is not prepared for delivery of trusse Buyer is responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. T This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if i agreement a reasonable price. Invoice will be made on delivery and paid within terms of n on delivery. Invoice may be made at scheduled date of delivery if buyer cannot acce delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonat attorney's fee for collections in event of payment not timely made. 1-1/2 % per month servii charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersian,. unconditionally guarantees payment when due of any and all indebtedness owed Chambers Truss by any entity receiving material and the undersigned agrees to pay su indebtedness including attorneys fees, if default in payment for material be made by tl recipient. 10. In the event of any litigation concerning this agreement, the items furnished hereund or payments referred to herein, the parties agree that the sole venue for any such action v be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines O Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/TPI/WTCA 4 - 2002 Aspreader bar may bemgt*Wper "BC511-W topmventinjury&damage Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse, Temporary and permanent bracing are required and can save li' and property and is the responsibility of the truss erector. Study the contents of the information packet included on delive before setting trusses. Trusses must be setand braced per design io prevent" & darnage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse IDO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM 83. H VJOCIFOFZMMON y MC 01 % DESIGN CRITERIA PERS� HASSBC;�6.1 "" County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2005 Wind Design Method Main Wind Force Resisting Roofing Material Cement Tile Loading in PSF Roof R.D.L. Top Chord Live 30 Top Chord Dead 15 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 65 7.2 Duration Factor 1.33 Wind Speed 160mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 36'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C:COASTAL Barrier Island Yes Conforms to FBC 2007 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: 69176 Scale: 1 /4 = 1' 165 total trusses, 54 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date: 06/03/09 FOR DRIFTWOOD HOMES DESCRIPTION: NEGREIRO RESIDENCE PAGE 2 of 3 CUSTOMER INITIALS EACH PAGE 69176 JA=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0r ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less ® 30'to 60' Span 0 degrees Spreader Bar or less 1 2 Line span approx. Truss must be set this way if crane used. Truss Is on example, your truss may not math. lsist crane operator sets truss this way. Rag Approx 2/3 to Line 1/2 of Span REFER TO BCSI uss must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. AIR "— d "Ci1_I—=F2 "OT KEE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A HANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder : as tabs ails. Do not stand on trusses until they are braced per BCSI & r , ' p p operly nailed to straps &hangers THIS ROOF BUILDER P 02 ON SHE THIS ROOF FRAMED BY BUILDER PER SECTION 01 ON SHEET S5.04 THIS ROOF F BUILDER PEF 02 ON SHEET 1 st LEVEL ROOF LAYOUT THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETU The legal description of the property where the trusses will be installed is: The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within t� days of delivery the undersigned agrees that no backcharges will be allowed. In tht such written notice is furnished Chambers Truss shall have three (3) business days it to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & V 5. Delivery is to job site. It is the buyer's responsibility to make the job site suite delivery. Chambers Truss has the sole authority to determine the suitability of the job s portion of the job site for delivery. Chambers Truss will be responsible for dump deliver The buyer is responsible for additional delivery expenses if Chambers Truss has to re because job site is not prepared for delivery or buyer is not prepared for delivery of tl Buyer is responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are rr this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, o agreement a reasonable price. Invoice will be made on delivery and paid within terms on delivery. Invoice may be made at scheduled date of delivery if buyer cannot delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasi attorney's fee for collections in event of payment not timely made. 1-1/2 % per month charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms here 9. In consideration of Chambers Truss extending credit for this material the under: unconditionally guarantees payment when due of any and all indebtedness o% chambers Truss by any entity receiving material and the undersigned agrees to pa) ndebtedness including attorneys fees, if default in payment for material be made I -ecipient. 10. In the event of any litigation concerning this agreement, the items furnished here yr payments referred to herein, the parties agree that the sole venue for any such actii ye Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guideline. Responsibilities For Construction Using Metal Plate Connected Wood Trusses kNSIIrPI/WTCA 4 - 2002"" )ATE iIGNED A spreader bar may be requir¢d per "BCSI 1-03" to prevent injury & dame Multiple ply trusses must be fastened together per engineer! before they are set, failure to do so can result in roof collaps Temporary and permanent bracing are required and can save and property and is the responsibility of the truss erector. Study the contents of the information packet included on delh before setting trusses. Theses must be set and braced per design to prevent mjury & damage Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or an other concentrated loads on trusses, this can cause collapst IDO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSEI CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM H 1000FORW ICONT gYDOc 011OM4 83.4/91.2 MITEK 4.2 - - DESIGN CRITERIA NGIDESIGN REDUCIBLE County PER CIODE SUCH AS SBCRIA IM4.6.1 SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2005 Wind Design Method Main Wind Force Resisting Roofing Material Cement Tile Loading in PSF Roof R.D.L. Top Chord Live 30 Top Chord Dead 15 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 65 7.2 Duration Factor 1.33 Wind Speed 160mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 36'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C:COASTAL Barrier Island Yes Conforms to FBC 2007 Verify DESIGN CRITERIA shown ZZ with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record %,namDers 1 russ Inc. Drawing Name: 69176 Scale: 1/4 = 1' 165 total trusses, 54 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date: 06/03/09 FOR DRIFTWOOD HOMES DESCRIPTION: NEGREIRO RESIDENCE PAGE 3 of 3 CUSTOMER INITIALS EACH PAGE 69176 PILE NOTES 1. CONCRETE: 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. MAXIMUM WATER - CEMENT RATIO 0.50 2. SLUMP = 5" +/- 1" 3. REINFORCING STEEL: DIAMETER >#4 FY 60 KSI DIAMETER <#3 FY 40 KSI 4. DETAILING, FABRICATION AND PLACING OF REINFORCING BARS IN ACCORDANCE WITH A.C.I. 318.03 CODE. 5. REINF. COVERAGE: GRADE BEAMS...................2" COLUMNS/BEAMS.......1 1/2" SLAB: A) BOTTOM.....................3" B)TOP.................................3/4" (INTERIOR) 1 1/2" (EXTERIOR) 6. REINF. PLACEMENT MUST BE INSPECTED BY ENGINEER OF RECORD PRIOR TO CONCRETE PLACEMENT. 7. PILE FOUNDATION RECOMMENDATION IN ACCORDANCE WITH SOIL INVESTIGATION REPORT. 8. 16-INCH DIAMETER, AUGERED, CAST -IN -PLACE PILES WILL ATTAIN CAPACITIES OF 40 TONS IF INSTALLED TO A DEPTH OF 3 FEET MINIMUM INTO DENSE SOIL. 9. ANY FILL MATERIAL NEEDED TO RAISE THE LEVEL OF THE SITE TO THE REQUIRED GROUND FLOOR ELEVATION BE PLACED AND COMPACTED AS SOON AS POSSIBLE, PRIOR TO THE PILE INSTALLATIONS IN ORDER TO REDUCE ANY DRAG -DOWN EFFECTS THE UNDERLYING ORGANIC SOILS MAY INDUCE ON THE PILES. 10. ANY SWIMMING POOLS AND DECK ARE AS THAT ARE PROPOSED FOR THE SITES BY DEMUCKED AND BACKFILLED WITH WELL -COMPACTED SANDY SOILS. OTHERWISE, THEY SHOULD BE SUPPORTED ON PILES FOUNDATIONS. 11. CARE SHOULD BE TAKEN TO MAINTAIN THE VERTICAL AND HORIZONTAL AUGMENT OF THE PILES, WE RECOMMENDED THAT THE CONCRETE GROUT USED TO FORM THE PILES ATTAIN A COMPRESSIVE STRENGHT OF AT LEAST 4,000 PSI IN 28 DAYS OR LESS. A MINIMUM PUMPING PRESSURE OF 350 PSI SHOULD BE MAINTAINED IN THE AUGER SHAFT DURING CONCRETE PUMPING, AND THE LOWER FIVE FEET OF PILE BOREHOLES SHOULD BE DOUBLE -REAMED AND DOUBLE -PUMPED, THAT IS ONCE THE AUGER REACHES THE SPECIFIED DEPTHS, THE GROUT PUMPING SHOULD BE COMMENCE, AND THE AUGER BE RETRIVED A DISTANCE OF FIVE FEET AND THEN REINSERTED TO THE BOTTOM OF THE PILE WHILE THE GROUT IS BEING PUMPED. ONCE THE AUGER IS REINSERTED TO THE BOTTOM OF THE PILE, REGULAR FORMATION OF THE PILE MAY COMMENCE AT A SLOW RATE. THE VOLUME OF CONCRETE GROUT PER LINEAR FOOT OF PILE SHOULD BE AT LEAST 10 PERCENT LARGER THAN THAT OF THE NEAT EXCAVATION VOLUME. IF GROUT PUMPING AND/ OR AUGER RETRIEVAL OPERATIONS ARE STOPPED AT ANY TIME DURING THE FORMATIONS OF A GIVEN PILE, THE BOREHOLE IS TO BE REAUGERED AND THE PILE FORMED ANEW. EACH PILE SHOULD BE AUGERED AND GROUTED IN AN UNINTERRUPTED SEQUENCE. ADJACENT PILES ARE NOT TO BE DISTURBED. PILES SHOULD NOT BE INSTALLED WITHIN 6 DIAMETERS OF A PILE FILLED WITH CONCRETE LESS THAN 24 HOURS OLD. IF THE CONCRETE LEVEL IN ANY COMPLETED PILE DROPS, THE PILE SHALL BE REJECTED AND REPLACED. IF THERE IS DIFFICULTY IN PLACING THE REINFORCEMENT STEEL IN ANY PILE, THE PILE SHALL BE REDRILLED, ALL REINFORCEMENT STEEL SHOULD BE FITTED WITH A SPACER AT ITS LOWER TIP TO ALLOW EASIER INSTALLATION INTO THE PILES. THE PILE SUBCONTRACTOR SHOULD SUBMIT EQUIPMENT SPECIFICATIONS TO THE GEOTECHNICAL ENGINEER FOR REVIEW PRIOR TO COMMENCING ANY PILE INSTALLATION. A PILE LOAD TEST WOULD NOT BE REQUIERD IF THE LOADING CAPACITY OF THE PILES IS LIMITED TO 35 TONS. CONCRETE GENERAL NOTES 1 EXCEPT WHERE OTHERWISE NOTED, CAST IN PLACE CONCRETE SHALL HAVE THE 1 FOLLOWING PROPERTIES. LOCATION MINIMUM COMPRESSIVE STRENGTH MAXIMUM W/C RATIO FOOTINGS 4000PSI 0.48 SLAB ON GRADE: 4000PSI 0.48 GRADE BEAMS: 4000PSI 0.48 BEAMS & DECK: COLUMNS: 4000PSI 0.45 SECOND FLOOR SLAB: 40DOPSI 0.40 REINFORCED WALLS: 4000PSI 0.45 BOND BEAM/UNTEU 350OPSI 0.48 FOR ALL CONCRETE, THE PROPORTIONS OF CEMENT, AGGREGATE, AND WATER TO ATTAIN REQUIRED PLASTICRY AND COMPRESSIVE STRENGTH SWILL BE IN ACCORDANCE WITH ACI 318 CODE. CONCRETE SHALT. CONTAIN SIX PERCENT, PLUS OR MINUS ONE, (6%+/-1) ENTRAINED AR THROUGH THE USE OF AR ENTRAINED CONCRETE OR AN AR ENTRAINING ADMIXTURE CONFORMING TO ASTM C20. SLUMPS FOR VARIOUS KINDS OF CONSTRUCTION SHALL BE AS FOLLOWS: LOCATION MAXIMUM MINIMUM FOOTINGS 3" 2" COLUMNS, BEAMS, & DECKS 4" 3" WALLS 4" 3" BOND BEAM/LINTEL 4" 3" 2 . CONCRETE D(POSED TO AIRBORNE SALTS CONCRETE EXPOSED TO AIRBORNE SALTS SHALL HAVE MAXIMUM WATER/CEMENT RATIO OF 0.40. * AS AN ALTERNATE TO THE .40 W/C RATIO, THE CONCRETE EXPOSED TO AR OR WATER BORNE SALTS IS TO BE TREATED WITH A NON -ORGANIC FORMULATION OF CHEMICALLY REACTIVE SILICATES. THIS FORMULATION IS TO BE PHYSICALLY INJECTED INTO THE SLAB USING PRESSURE TO PROVIDE CORROSION INHIBITION, BUFFER PH, REDUCE POROSITY AND IMPROVE MECHANICAL PROPERTIES. AT ENGINEER'S OPTION, FORMULATION MAY INCLUDE SURFACTANTS TO ALLOW TOPICAL APPLICATION AND MIGRATION. HIGH RANGE WATER REDUCING (HRWR) ADMIXTURE SUCH AS 'ADVe BY W.R. GRACE & CO. SHALL BE USED FOR WORKABILITY. SLUMP RANGE AFTER ADDITION OF HRWR SHALL BE 5-8 INCHES. NO WATER MAY BE ADDED ON SITE. 3. EXCEPT AS SPECIFIED OTHERWISE, CONCRETE SHALL BE READY MIXED AND DELIVERED TO THE PROJECT IN ACCORDANCE WITH ASTM C94. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 150YD3 OF CONCRETE NOR LESS THAN ONCE FOR EACH 5000FTz OF SURFACE AREA FOR SLABS OR WALLS. ON A GIVEN PROJECT, IF TOTAL VOLUME OF CONCRETE IS SUCH THAT FREQUENCY OF TESTING REQUIRED AS NOTED ABOVE WOULD PROVIDE LESS THAN FIVE STRENGTH TEST FOR A GIVEN CLASS OF CONCRETE, TESTS SHALL BE MADE FROM AT LEAST FIVE RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE BATCHES ARE USED. 4. BEFORE PLACING CONCRETE, ALL DEBRIS, WATER AND OTHER DELETERIOUS MATERIAL SHALL BE REMOVED FROM THE PLACES TO BE OCCUPIED BY THE CONCRETE. THE PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318 AND ASTM C94 REQUIREMENTS. PUMPING OF CONCRETE WILL BE PERMITTED ONLY WITH THE ENGINEER OF RECORD'S APPROVAL OF PROPOSED CONCRETE MIX AND METHOD OF PUMPING. CONCRETE SHALL BE RAPIDLY HANDLED FROM MIXER TO FORMS AND DEPOSITED AS NEARLY AS POSSIBLE TO ITS FINAL POSITION TO AVOID SEGREGATION DUE TO REHANDLING. CONCRETE TO BE SPADED AND WORKED BY HAND AND VIBRATED TO ASSURE CLOSE CONTACT WITH ALL SURFACES OF FORMS AND REINFORCING STEEL AND LEVELED OFF AT PROPER GRADE TO RECEIVE FINISH. ALL CON CRETE SHALL 8E PLACED UPON CLEAN, DAMP SURFACES. VIBRATION SHALL BE APPLIED DIRECTLY TO THE CONCRETE AND SWILL BE SUFFICIENT TO CAUSE FLOW OF SETTLEMENT BUT NOT LONG ENOUGH TO CAUSE SEGREGATION OF THE MIX. OPERATION OF THE VIBRATOR SHALL BE SOLE RESPONSIBILITY OF ONE MAN DURING THE PLACING OF CONCRETE. CONCRETE MORE THAN 90 MINUTES OLD SHALL NOT BE USED UNLESS PRE -APPROVED RETARDERS HAVE BEEN USED IN DESIGN MIX. 5. CONSTRUCTION JOINTS S All BE LOCATED IN ACCORDANCE WITH ACI 301. ALL REINFORCING STEEL SHALL BE CONTINUOUS ACROSS JOINTS. IN SLABS ON GRADE, SAW CONTRACTION JOINTS NOT OVER TWENTY FEET CENTER TO CENTER EACH WAY. JOINTS SHALL BE SAWN A MINIMUM DEPTH OF 1/8' AND A MAXIMUM DEPTH OF ONE THIRD OF THE SLAB THICKNESS. SAWING OF THE JOINTS SHALL COMMENCE AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT SAWING WTfBOUT EXCESSIVE RAVELING. FILL SAW CUTS WITH APPROVED JOINT FILLER AFTER CONCRETE WAS CURED. 6. CONCRETE, WHEN DEPOSITED, SAW HAVE A TEMPERATURE NOT BELOW 50 DEGREE F AND NOT ABOVE 90 DEGREE F. THE METHODS AND RECOMMENDED PRACTICES AS DESCRIBED IN ACI 306 SHALL BE FOLLOWED FOR COLD WEATHER CONCRETING AND ACI 305 FOR HOT WEATHER CONCRETING. 7. FRESHLY PLACED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING BY ONE OF THE FOLLOWING METHODS: (1) PONDING OR CONTINUOUS SPRINKUNG. 2 ABSORPTIVE MAT OR FABRIC KEPT CONTINUOUSLY WET. (3) WATERPROOF PAPER CONFORMING TO ASTM C171. (4) APPLICATION OF AN APPROVED CHEMICAL CURING COMPOUND. THE CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS WHEN THE AMBIENT TEMPERATURE ABOVE 50 DEGREE F HAS TOTALED SEVEN. DURING CURING, THE CONCRETE SHALL BE PROTECTED FROM ANY MECHANICAL INJURY LO AD GLAD STRESSES, SHOCK, VIBRATION OF DAM/# TO FINISHED SURFACES. 8. REINFORCING STEEL BARS SHALL BE DEFORMED IN ACCORDANCE WITH ASTM A305 OR A408 AND FORMED OF ASTM A615-78 GRADE 60 STEEL WELDED WIRE FABRIC REINFORCING TO BE ASTM A185 STEEL WIRE. ACCESSORIES SHALL CONFORM TO THE CRSI "MANUAL OF STANDARD PRACTICE". THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED OVER REINFORCING BARS: EXPOSED TO EARTH; 3' EXPOSED TO WEATHER; 1 1/2' SLABS NOT EXPOSED TO WEATHER; 3/4" BEAMS AND COLUMNS; 1 1/2' 9. SHOP DRAWING ARE REQUIRED FOR THE FOLLOWING ITEMS: CONCRETE MIX; REINFORCING BARS WITH BENDING SCHEDULE; INSERTS AND ATTACHMENTS; FORMWORK, SHORING AND RESHORING (SIGNED AND SEALED BY THE SPECIALTY ENGINEER RESPONSIBLE FOR DESIGN). BUCK INSTALLATION NOTES 1. WINDOW OR DOOR BUCK FASTENING DETAIL PROVIDED AT THE EXPRESS REQUIREMENT OF THE BUILDING OFFICIAL 2. WINDOW BUCKS ARE DESIGNED FOR WIND LOAD COMPLIANCE ONLY. ANY ADDITIONAL FASTENERS OR BUCKING REQUIRED FOR IMPACT RESISTANCE ARE TO BE SPECIFIED BY THE SPECIALTY ENGINEER FOR THE WINDOW MANUFACTURER IN ACCORDANCE WITH FBC 2001 SID., DADE COUNTY PA 201 OR OTHER LOCAL APPLICABLE CODES. 3. WINDOW BUCKS ARE TO BE 2x4 OR 2x6, j2 S.Y. PINE, PRESSURE TREATED TO 2.5cca. BUCKS ARE TO BE FULLY BONDED TO MASONRY w/ SIKA 1A CONSTRUCTION ADHESIVE. FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER. 4. FASTENERS ARE TO BE 1/4.0 TAPCONS WITH MINIMUM PENETRATION OF 1 3/4' INTO MASONRY. USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR EXCEEDING REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION. 5. THIS DETAIL AND NOTE FOR NON -IMPACT DOORS AND WINDOWS ONLY. FOR IMPACT RATED ASSEMBLIES, BUCKS TO BE INSTALLED AS TESTED AND PER MANUFACTURER'S SPECIFICATIONS. 6. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. CONTRACTOR TO COORDINATE OPENING DIMENSIONS. i I !II i M / WINDOW BUCK ANCHORAGE TIMBER GENERAL NOTES 1 1. Roof trusses (and floor trusses where specified) are to be designed by fabricator. The fabricator is responsible for the submission of shop drawings to the Engineer of Record for review and approval, The shop drawings are to 9 PP P 9 include the following minimum information: allowable loads for lumber and plates; stress reduction factor for plates; tap and bottom chord design loads in plf; size gauge and exact location by dimension of plates; sizes and locations of top and bottom chord bracing required; lumber species and grade used; manufacturer and model number of framing nections to be used; name and trademark of plate manufacturer and truss fabricator, project name and location; stamp and signature of ecialty Engineer responsible for the design. This review and approval is for general conformance with the design intent and does not relieve the fabricator of any liability for errors or omissions in the fabrication or intallation of these trusses. Trusses fabricated in Palm Beach County are to be manufactured by in a facility complying with the Building code Advisory Board Policy for Prefabricated Wood Components/Trusses. 2. AI common framing lumber is to meet the following minimum specifications at 19% moisture content; 2x4,26,24,200; #2 Hem Fir, Fb=1150psi, Ft=675ps,. Fc=800p9i (parallel) and 245psi (perpendicular), E=1,400,000 202; 12 Southern Yellow Pine, Fb=1350psi, R=700psi, Fc=700psi (parallel) and 34.' (perpendicular), E=1,400,000 3. AI wood framing is to be in accordance with the specifications of the American Institute fo Timber Construction, American Wood roducts Association, American Plywood Association and U.S.DA 4. All wood in contact with concrete is to be P,T. All wood in contact with the ground is to be ground contact approved. 5. Roof sheathing shall be 19/32" thick standard COX plywood, nail to support with 8d common nails 0 6"c/c for edges and Vc/c for intermediate supports. Eaves and overhangs shall be nailed with 8d common nails 0 4'c/c for edges and 4"cA for intermediate supports. Form boards shall not be reused on roof diaphragm. Full sheets of plywood shall be used where ever possible. Roofs in the town of Palm Beach must have lumber or solid sheathing of wood boards 3/4" inch thick min. and be fastened with min. 10d common or 10d hot dipped galvanize box nails. 6. Plywood floor sheeting shall be 3/4' thick standard CD interior grade with exterior glue, panel index 24/2 conforming to US PS-1 and stamped with DFPA Grade -Trademark. Plywood shall be nailed to supports with 10d common nails at 6"c/c for edges and at 12'c/c for intermediate supports. 7. Exterior wall sheathing where shown shall be a minimum of 15/32" thick COX plywood. Noil to supports with Bd common nails. Nail spacing shall be in accordance with shear wall schedule where noted on plan. If not schedule, sheathing is to be nailed 6"c/c edges and field. B. In general, the following framing notes shall apply; use double studs under openings less than 4'-0' wide and triple studs under openings 4'-0" wide and larger. Provide ridging consisting of metal cross (Simpson NCNB, or TB), 1x wood cross or 2x solid wood blocking at 8'-0' min. for floor oist spans 10'-0' or larger and at 4'-0" for roof rafter spans 8'-0" and larger. Provide double joist under partitions above which are parallel to joist span, Provide solid blocking (2x dimension lumber) of members in the span. The number of wall studs at the bearing points of multiple beam shall teed the number of members in the beam by one, and the erline of the beam shall be the centerline of the supporting wall studs. 9. Exterior stud walls shall with plate height of nominal 8'-0" shall be framed with N4's or 2x6's at 16'c/c. Exterior stud walls with plate heights greater than 8'-0' but less than 10'-0" shall be framed with 2x6's 0 16"c/c. Exterior stud walls with plate heights 10'-0" or greater shall be framed as shown on the drawings. FOUNDATION NOTES FLOOR SWILL BE 4' THICK 4000 PSI CONCRETE SLAB WITH 6x6-1111.4iiii Will OVER 10 MIL VAPOR BARRIER, ON COMPACTED TERMITE TREATED FILL TOP OF FINISHED SLAB %ALL BE 0'-0' COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE REFERENCE ELEVATION +0'-00, SEE SURVEY PLOT FOR NGVD. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURE! DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURERS SPECIFICATIONS. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. INDICATES 15 VERTICAL REINFORCING BAR, U.N.O. IN CELLS FILLED WITH GROUT ENDS OF REBARS SHALL BE HOOKED INTO FOUNDATION, BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90 DEG. HOOK. REBARS SHALL BE PLACED AS SHOWN IN THE PLANS. SEE COLUMN SCHEDULE FOR MORE INFORMATION. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THAN 48 BAR DIAMETERS (j)5 = 30 /7 = 421, AND REINFORCING SHALL BE CONTINUOUS RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE THE STEEL REINFORCING FOR THE FOUNDATION. DESIGNED WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. REINFORCING FOR FOUNDATION SHALL BE CONTINUOUS AROUND CORNERS AND CHANGES OF DIRECTION WITH THE ADDITION OF A CORNER BAR 30' ALONG EACH LEG, FOR EACH BAR IN FOUNDATION. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. COORDINATE RECESSES FOR FLOORING WITH ARCHITECTURAL `1101011 111111& 1. ALL STRUCTURAL AND MISCELLANEOUS STEEL. ITEMS SHALL MEET ASIM A36. ALL DEFAMING, FABRICATION AND ERECTION SHALL MEET ASC SPECIFICATIONS INCLUDING COMMENTARIES AND SUPPLEMENTS. SHOP PANT IN ACCORDANCE WITH MANUFACTURER'S RECOMENDATIONS EXCEPT WHERE ENCASED IN CONCRETE 2. BOLTED FIELD CONNECTIONS SHALL BE MADE WITH ASTM A325 BOLTS USING TURN-OF-NUY TIGHTENING METHOD. ANCHOR BOLTS EMBEDDED IN CONCRETE ARE TO BE ASTM A307 WITH STANDARD HOOKS TOUCH UP BARE OR ABRADED SPOTS AFTER ERECTION WITH SHOP PANT. ALL WELDS SHALL BE MADE BY OPERATORS WHO ARE CERTIFIED BY A.W.S. TO PERFORM THE TYPE OF WORK REQUIRED. 3. ALL DESIGN, FABRICATION AND ERECTION OF STEEL JOISTS SHALL MEET THE STANDARD OF THE STEEL JOIST INSTITUTE UPWARD CONVEX CAMBER SHALL BE PROVIDED AT MANUFACTURER'S OPTION IN ACCORDANCE WITH S.J.I.. ENDS OF JOIST RESTING ON STEEL SUPPORTS SHALL BE CONNECTED THERETO WITH AT LEASE 2" OF 3/16" FILLET WELD EACH SIDE OF BEARING. JOISTS BEARING ON MASONRY OR CONCRETE SHALL BE CONNECTED THERE TO WITH (2)3/4"4 EPDXY SET BOLTS EMBED 4 1/2' OR AS OTHERWISE DETAILED ON DRAWINGS. PROVIDE A MINIMUM OF B" OF SOLID MASONRY UNDER THE ENDS OF JOISTS WHERE APPLICABLE. 4. METAL RDOF DECK SHOWN ON THE DRAWINGS SHALL BE 1 1/2" TYPE & COATED, 22 GAUGE STEEL DECK UNLESS NOTED OTHERWISE PROVIDE ALL ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. DECK SHWl BE ANCHORED BY WELDING THROUGH BOTTOM RIB TO ALL STRUCTURAL SUPPORTS; SPACING OF WELDS NOT TO EXCEED 15'. 5. STRUCTURAL STEEL SUPPLIERS SHALL L PROVIDE ALL HOES IN BEAMS, PLATES, LINTELS, ETC., AS REQUIRED BY OTHER TRADES. 6. BEAMS AND LINTELS OVER 7'4' S1011 BE PROVIDED WITH A MINIMUM OF 16' SOLID MASONRY UNDER SUPPORTED END, WHERE APPLICABLE BEAMS AND UNTELS UNDER 7'-0' LONG SHALL BE PROVIDED WITH A MINIMUM OF 8' SOLID MASONRY UNDER SUPPORTED END, WHERE APPLICABLE 7. STRUCTURAL STEEL SUPPLIER SHALL FURNISH ALL FRAMING FOR ROOF OPENINGS AND/OR MECHANICAL EQUIPMENT SUPPORT. B. MASONRY SHOWN ON STEEL DETAILS IN SHOWN ONLY TO CLARIFY STEEL POSITIONS AND IS NOT TO BE CONSTRUED AS CORRECT. REFER TO ARCHITECTURAL SECTIONS AND DETAILS FOR ACTUAL MASONRY TYPES AND LOCATIONS. LIGHT GAUGE METAL STUDS: ALL LIGHT GAUGE METAL STUDS SHALL BE LOCATED AS SHOWN ON ARCH./STRUCT. DRAWINGS. MANUFACTURER AND/OR SUPPUER MUST SUBMIT SHOP DRAWINGS WITH PHYSICAL PROPERTY TABLES PRIOR TO FABRICATION FOR ARCHITECT/ENGINEER'S APPROVAL ALL UNTELS OVER DOOR OPENINGS ARE TO BE DESIGNED AND PROVIDED BY STUD MANUFACTURER/SUPPLIER. ALL STEEL STUDS, TRACKS, BRIDGING, END CLOSURES AND ACCESSORIES SHALL BE HOT -DIPPED GALVANIZED (G60) PER ASTM A525. STEEL STUDS SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH THE LATEST ASI SPECIFICATIONS AND SHALL COMPLY WITH ASTM A446, GRADE A, WITH A MINIMUM YIELD OF 33,000 PSI. MANUFACTURER TO PROVIDE HOLES IN STUDS FOR PASSAGE OF PIPE AND WIRING. TRACKS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS SHOWN ON PLANS. STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO THE FLANGES OR WEBS OF BOTH UPPER AND LOWER TRACKS. AT TRACK BUTT JOINTS, ABUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUR -WELDED OR SPLICED TOGETHER. SPLICES ARE NOT PERMITTED IN VERTICAL STUDS. CONSTRUCTION JOINT (SAW -CUT) SCHEDULE SLAB SIZE: SAW CUT GRID PATTERN 5" THICK 5'-0"x5'-O" CONTROL JOINT DETAIL SAW CUT FULL DEPTH FILL SAWCUT WITH NON -SHRINK GROUT M 1lL Marina N. Llorens DESIGN LOADS FOR: NEGREIRO RESIDENCE Architects, �._. _600 �E_45 STPEET GRAVITY LOADS ROOF FLOOR ADDITIONAL L N NOUoE PO vS ON- LIVE _...... 30 paf 40 paf DEAD 25 paf 125 pef MNLARCHITECTS.COM TOTAL 55 EST 166 Pef JURISDICTION: ST. LUCIE COUNTY BUB"DING DEPARTMENT CODE: 2004 FLORIDA BUILDING CODE & ASCE 7-05 BUILDING CLASSIFICATION: CATEGORY II MINIMUM SOIL BEARING PRESSURE: 2500 Dof LATERAL LOAD OF TRUSS ANCHORS CONSIDERED: )M SHEAR WALL CONSIDERED: =4 CONTINUOUS LOAD PATH PROVIDED: YES WIND SPEED (3 SECOND GUST): 160 MPH IMPORTANCE FACTOR: LQ EXPOSURE: CATEGORY C MEAN ROOF HEIGHT: 35'-0" BUILDING DESIGNED AS: ENCLOSED INTERNAL PRESSURE COEFFICIENT: +/-0.18 EXTERNAL PRESSURE COEFFICIENTS FOLLOWS: ON VERTICAL GCpf: + -1.0 HORIZONTAL GCpf: -IA ROOF OVERHANG GCpf: AQM BASIC VELOCITY PRESSURE: 29.85 Def FOLLOWING WIND PRESSURES BASED ON Atrib: 10 SF (10 pef DEAD LOAD USED IN CALCULATING UPLIFT) (4:V s ZONE1 NET UPLIFT: +30.22 DZONE 2 NET UPLIFT: -40.74 DsZONE 3 NET UPLIFT: -28.34 Dsf ZONE 4 & 5 NET UPLIFT: -28.34 DeZONE 4 WINDOWS AND DOORS: +52.77Rsf-57.45DsZONE 5 WINDOWS AND DOORS: +52.77Rsf-69.O1PS. 1. THE ABOVE LOADINGS ARE IN ACCORDANCE WITH ASCE 7-05, AND ARE TO BE MULTIPLIED BY THE A'ROPRIATE SHAPE FACTORS. 2. THE ENTIRE BUILDING IS DESIGNED AS AN END ZONE CONDITION IN ACCORDANCE WITH SECTION 6.5 ASCE 7-05. 3. THE BUILDING 6 DESIGNED AS AN ENCLOSED STRUCTURE IN ACCORDANCE WITH SECTION 6.5.9 ASIDE 7-05. THIS DESIGN ASSUMES THAT THE EXTERIOR GLAZING MEETS THE FB: 2DO5 STD. 4. CONNECTOR CATALOG NUMBERS ARE BASED UPON SIMPSON STRONG TIE CORPORATION PRODUCTS. UNLESS NOTED OTHERWISE, FASTENING IS TO BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. PRODUCTS AS MANUFACTURED BY HUGHES MFG. INC. OR OTHER APPROVED EQUAL 5, ALL WINDOWS, DOORS, AND OTHER OPENINGS, INCLUDING PROTECTIVE DEVICES ARE TO BE CERTIFIED BY THE SPECIALTY ENGINEER OF THE PRODUCT MANUFACTURER. DRAWING LEGEND SYMBOL DESCRIPTION CONTINUOUS STEM WALL/THK. FTG. SEE FOUNDATION DETAILS. 24"02 FOOTING THICKNESS FOOTING WIDTH ® CONTINUOUS MONOLITHIC FOOTING SEE FOUNDATION DETAILS. 24"xl MON FOOTING TYPE FOOTING THICKNESS FOOTING WIDTH r- I -1 INDIVIDUAL COLUMN FOOTING. SEE I JI FOUNDATION DETAILS FOR BASE L PLATE AND REINFORCING. 24"x24"x 12" 8" CONCRETE MASONRY WALL w/#5 0 MAX. 48" O.C. IN GROUT FILLED �Fc I' CELL VERT. REINF. w/ 2000psi GROUT INDICATED ON PLANS I:) • LOAD BEARING INTERIOR STUD WALL W/ f 12' D.C. COMPL STUD NONBEARING PARTITION -- ROOF TRUSS - ROOF GIRDER HEfA20 "SIMPSON" STRONG -TIE FASTENER SECTION DETAIL KEY Adfillik 03/S 1.3 NUMBER OF SHEET WHERE SECTION CUT SECTION FOUND FLOOR ELEVATION LEGEND JLOCATION OF ELEVATION VVELEVATION IN NAVD LANS AND AI,L PR UBUOP SED ►�/ Ecr r0 ANY CORRECTIONS ZED BY FIELD INSPECTORS THAT BE NECESSARY'N ORDER TO ` WITH ALL APPLICABLE CODES. I NOTES 1 THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER, THEY ARE NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENT WITH THE ENGINEER, NO DESIGN CHANCES WHICH ALTER THE INTENT OF THE DRAWINGS OR SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING PRIOR WRITTEN PERMISSION FROM THE ENGINEER. DISCLAIMER NOTICE: THE ENGINEERING SEAL FOR THIS PROJECT IS INTENDED TO AUTHENTICATE AND IS LIMITED ONLY TO THE STRUCTURAL DESIGN DOCUMENTS WHICH CONTAIN MY SEAL AND SIGNATURE. I HEREBY DISCLAIM ALL RESPONSIBILITY FOR ALL OTHER DOCUMFNTS RELATING TO THIS PROJECT. III E Ccn D ® U k 4� Cq p O p ~ �N U O CO LU� �Q L6 >+ CU ILL O 4 N U Q Ca N - P W U 0 LL o T, p� �0 (L O nab; N! Q W U ° u_ W Z Z � O U) rr/ W W W 0 z J 0N 0) W `r f- W B c. ) V Z W U) Z N� lCi F- C O J _x W Q uJ fn 0 X G 0 � w � d 0 U 3 ❑ w �\ a \V \\ � f CD CD xV Cn ri LI �: LL us U_ LL W 0 U io 0 z JOB NO.. 09021 DATE: 03/ 14/09 SCALE: AS NOTED DRAWN BY: j. cincou CHECKED BY: f. shaffer REV. NO. SHEEr NO. S1.00 DOOR JAMB BEYOND 1-15 CONT TOP PAVING SEE Y ARCH. DWG. � M n ` o 01 3 9 5 0 74'-6" m 9 10 L.P. ELEV. 5 6'-0" I 41'-0" 1 T-0" 10'-60 +5.36' NAVD 9"I 6'-0" 9'-10 1/2° 1 9'-10 1/2" 9'-10 1/2" 9'-10 1/20 17'-0° 13 AT 12" C/C TOP o AT DOOR OPNG ONLY 24 -0 u� a LOUVERED FLOOD! VENTS SEE ARCH. DWG. N 4 CV 104 — ____ ___ VAPOR BARRIER r 1 I- i I- H.P. ELEV. i I I j FRANGIBLE CMU WALLS I I I 5.69NAVD I I J t, j i TYPICAL ALL AROUND Ah,P. I 1 - ---- ���j "', 01/S1.01 it I i in DECKING II f --- SAW CUT FLOOR SLAB I -- 11 1 I (' TO FULL DEPTH INTO -O" Y Y 0 5 MAX PANELS i I 37�2"x1Q° S AT 16" �i J GARAGE DOOR SILL DETAIL, 1 , W/ HU26 HANGE I FA END ..--- —._---..-.-.----._._ .__. s a°: =1,_BY Y I ' I TYPICAL i i °° 1j go 9'-11 1/2" FRANGIBLE CMU WALL 5/8" DIA EXPANSION BOLT AT 18" C/C STAGGERED INTO GROUT FILLED CELLS 4" MIN. EMBEDMENT (W/ LARGE WASHERS) 1%6" PLANK 2"x10" LEDGER "x10` JOISTS T 16" C/C - LP. ELEV. �' -► ( 15.36' NAVD -- ------------I - --------I--- 1 `---- Bob Ij P.T. 4`x4° I I (!i If PT 1 2) C 7� I I - _..._..- L _J , Y � 1 11 , , Y 2 .i 1 .O, I I i�/1/-•v_r-»/"��'�� 7-3 9-3 I r 1 g'_iY 12'-, 1/2 10'-4 9-5 1/2 MECHMCk AND LOCATKIN TO BE VERIFIED 1 I i N I w W/MN1l1FACTURERS RECOMMENOATIUN I 1 l FASTEN MECHANICAL EQUIPMENT �' f i"JIL TO FLOOR DECK IN ACCORDANCE I a W/ MANUFACTURERS SPECIFICATIONS. RAILING TYP _ l -..-_... _.. _ !' • - ._ .. ..- - - - - - -_ -- ------- -- ------ - - ----- - --- 4"x4` RAILING POST J J _ 22 SLOPE I in I lWK I I I'; Y 5" SLAB ON GRADE W/ FlBERMESH P.T. 2"x10" LEDGEROVER 10 IL. VAPOR COMPACTED CLEAN TERMITE TREATED T rREATED WALL ONLYTYPTO gLL - -_ - _; C� 1 H.P. M. I SUB -SOIL. TYPICAL L.I ` -H.P. ELEV. I ! _I I 1 -- I I I r. cl: --- -- ------------- - 5.53' NAVD j -1 1 2" LOW FIRST FLOOR SLAB Q. 0'-p TOP OF SLAB5.53' NAVD 3 i __..__-_ 1� -- - - -- - -� - - L- -- -- - ---= - - ,. .. _. --- ( 3 8 / BE t� I °I STAIR - -f -; - - . M _-.._-. --------- - -.. - .. - .- -- - _.__ . 5 -5 1 4' :.-..y . ; I -- BY BUILDER 1 1 S ri, �L iiR-734! ? 1 1 '8" CMU -- All CELLS I _ _✓w ----- - - - i .-_ __.. I I T_ _ FULLY GROUTED I---------------T-, Dee -.. _f Y i I F M 5 -2 3/4 a I �, EKED --_ I I I' ( I io `� I I s y1cG�Yy1� Y Y. wYYw �.°P,:ANT ilrE�Yl — — -- -- ---- I _--' EC - - - ------__4 -1 1 3'-3 13 16" T-9 11 16" 5'-3 1 4` -e ,~ 5 0 /2 �--->� �. / / / �e 1 5 3 PROPO S REGt10N t0 WOOD SCREWS " 5'-1 i" SE PLppIS AN Q FMc COR S 141 # tHE ECi SPED, 10 e 1 "xfi" CONT ' TYPICAL (' TOP OF FOOTINGS 8 MIN. BELOW p SUSJ EEEID iN DER I ILP. OF FLOOR SLAB EL 5.36' NAVD \RED BV V 1N OR GORES' H.P. ELEV. TOP ' L REOUV 6E NEG-5s p11GPBlE 5.69' NAVD j II 2" SLOPE TYPICAL MP SH P� 2' SLOPE € �( x i.. x �_.._ x O 1 S 1.01 y( ( �C(1PlV LOWERED FLOOD VENTS I I Y Y � �__.. , I ! .,'-0. py SEE ARCH. DWG. j I 1 x4 CONT f TOP RAILING i i 4 I i li FILE I 2x2 PICKET I j I: LP. ELEV. , ( 5.36' NAVD 16 DIA CAST IN PLACE J AT 4" C/C I I I CONCRETE COLUMN ON TOP OF 16" DIA. AUGER -CAST PILE. ) x�... 1 TYPICAL. SEE ELEVATIONS AND TYPICAL EXPANSION JOINT FRANGIBLE CMU WALLS I TYPICAL ALL AROUND / HU26 - BOTTOM OF INTERMEDIATE 4"x4" RAILING POSTS - 5" THICK FRANGIBLE CONCRETE SLAB (SLOPED, SEE PLAN) ._- 1Y x4Y CONT 1 INTERMEDIATE RAILING s ' i► CH � I (2) 31e DIA SS TH LI '0'T� WITH LARGE WASHERS it EACH 4"x4" POST ... i[_,. _4 xxi x I B.O. 2Yx1Y BEAM NAVD PICKET ELEVATION P.T. 4"x4` WOOD POST SIMPSON POST BASE AB44 W/ 5/8" DIA EXP. BOLT, 4" EMBEDMENT 02 SECTION - FRANGIBLE EQUIPMENT PLATFORM I SECTIONS. IN FOOTINGS. 5°-0" MAX. 11 SEGMENTS I I I - _ -77— I ,. _.. _LJ L—_--_J L_____I_____J Q 19'-6°! LOUVERED FLOOD VENTS SEE ARCH. DWG. { " a 9'-8" 9`-8" 9'-9 1/4' 9 13 -4° 9'-8 9'-8 i I 4 � (5 (`61.3) 8.2 FOUNDATION PILING - GARAGE FLOOR PLAN FOR PILING NOTES SEE DRAWING St.00 1/4" = 1'-0" 5'-2 3/4" 10 MILL Marina N. Lloren �i Architects p I_. : LET r� �� -0 ��'- ,OIL FI '1 �0f LI U .r u^ � c e� n_ irv)I"YL'. \, � 8 �Yy h MNLARCHTTECTS.COM ^, CV)N q4 ♦ d Z N w A B E GO M N F - NOTES THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER. THEY ARE NOT TO BE USED ON OTHER PROJECTS OR EX(ENSIONS OF THIS PROJECT EYCEPT BY WRITTEN AGREEMENT WITH THE ENGINEER, NO DESIGN CHANGES WHICH ALTER THE INTENT OF THE DRAWINGS OR SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING PRIOR WRITTEN PERMISSION FROM THE ENGINEER. DISCLAIMER NOTICE: THE ENGINEERING SEAL FOR THIS PROJECT IS INTENDED TO AUTHENTICATE AND IS LIMITED ONLY TO THE STRUCTURAL DESIGN DOCUMENTS WHICH CONTAIN MY SEAL AND SIGNATURE, I HEREBY DISCLAIM ALL RESPONSIBILITY FOR ALL OTHER DOCUMENTS RELATING TO THIS PROJECT. 0, ON— Z ¢ o J a U Q W z ° W W�/ ry J o � V Z (� J W o a_ zCo Q Z a 0 G O Z Chd D �y' ¢ f I O O 0 u_ 111iiiYYY ¢ U ,�,, a 0 o z O L a � O o a u 0) u_ \\ ILL - _ \ ED Ya U __1 u_ p LY LL U i0 Z o Lo g JOB No.: 09021 DATE: 03/ 1409 SCALE AS NOTED DRAWN.EY. j. cincou CHECxEDBY: f. shoffer REV. NO, SHEET NO. sl.o1 CONCRETE COLUMN SCHEDULE FROM FIRST TO SECOND FLOOR MARK SIZE VERT. REINF. TIES SPACING TYPE P = CC1 8"02" 4-#6 #3 0 8" O.C. 11 64.3 k CC2 8"x20" 6-#7 #3 0 8" O.C. Jl 115.2 k CC3 8"x21" 6-#7 #3 0 8" O.C. IL 113.3 k CC4 8"08" 6-#7 #3 0 8" O.C. 151.2 k CC5 8"03" 12-#6 #3 0 8" O.C. T 182.1 k CC6 NOT USED CC7 SEE DETAIL 12-#7 #3 0 8" O.C. 234.0 k CC8 SEE DETAIL 6-#7 #3 0 8" O.C. 90.4 k CC9 SEE DETAIL 8-#7 #3 0 8" O.C. 140.8 k CC10 8"x20" 6-#7 #3 080 O.C. 1T1 115.2 k CC11 8"x32" 12-#6 #3 080 D.C. I 178.5 k CC12 SEE DETAIL 1 6-#7 #3 ® 8" O.C. 117.8 k 16 6 /°\ it 1/2 14 �• - �--d- I --+I 9 B L-\ --^ 17 L_JyL_i_--'� Iz / 6 133/4 z9 7 CC7 CC8 a 12 CC9 e r\� -\\ 12 I 0 3/4 \4J�a TYPE 1 TYPE II TYPE III cc12 12 BARS 4 BARS 6 BARS 5 SETS OF TIES 1 SET OF TIES 2 SET OF TIED CONCRETE COLUMN TYPES 7 BEAM SCHEDULE MARK SIZE BxH TOP OF BEAM ELEV. REINFORCING STIRRUPS BOTT TOP MID TIES SPACING B-101 B"x20" 0'-0" 2-18 2-#6 2-#5 #3 AT 6" C/C B-102 18"x24" 0'-0" 4-#7 4-#5 2-#5 03 AT 6" C/C B-103 18"x24" 0'-0" REINFORCING FROM B-102 #3 AT 6" C/C B-104 18"x24" 0'1 4-0 4-#5 2-#5 03 1 AT 6" C/C B-105 18'x24" 0'-0" REINFORCING FROM B-104 #3 1 AT 6" C/C B-106 18"x16" VARIES 4-0 4-#5 -- #3 AT 6" C/C B-107 18"x16" 0'-0" 4-#7 1 4-0 -- #3 AT 6" C/C B-108 18"x16" 0'-0" REINFORCING FROM B-107 #3 AT 6" C/C B-109 18"x16" 0'-0" 4-#7 4-#5 -- #3 AT 6" C/C B-110 18"x20" 0'-0" 4-#7 4-#5 3-#5 #3 AT 6" C/C B-111 18"x20" 0'-0" 4-#7 4-#5 3-#5 #3 1 AT 6" C/C B-112 18"x20" I 0'-0" 4-#7 4-#5 3-#5 #3 AT 6" C/C B-113 16"x16" 0'-0" 4-#7 4-#5 -- #3 AT 6" C/C B-114 16"xi6" V-0" 4-#7 4-#5 -- #3 AT 6" C/C B-115 16"x16" 0'-0" 4-#7 4-#5 -- #3 AT 6" C/C B-116 16000" 0'-0" 8-#8 4-#8 4-#5 #3 AT 12" C/C B-117 18"A6" 0'-0" 4-#7 4-#7 -- #3 AT 6" C/C B-118 18"A6" 01 4-#7 4-#7 -- #3 AT 6" C/C B-119 18"xi6" D'-0" 4-#7 4-#7 -- #3 AT 6" C/C B-120 16"A6" 0'-O" 4-#7 4-#7 -- #3 AT 6" C/C B-121 18"A6' -9 1/2 4-#7 4-#7 -- #3 AT 6" C/C B-122 18'x25 5/8' 0'-0" 4-#7 4-#7 -- #3 AT 6" C/C B-123 18'x24" 0'-0" 4-#7 3-#5 -- #3 AT 6" C/C 8-124 18x24" 0'-0" 4-#7 3-#5 -- 13 AT 6" C/C B-125 18'x25 5/8' 0'-0" 4-#5 4-#5 -- #3 AT 6" C/C B-126 18"x42" 0'-0" 4-#7 4-#7 4-#5 #3 AT 6" C/C TB-101 8"x24" 0'-0" 2-#5 2-#5 2-#5 #3 AT 8" C/C (1 la) REINF. BAR PLACED IN FIRST LAYER (2 la) REINF. BAR PLACED IN SECOND LAYER NOTES : 1. TB TIE -BEAMS INTENDED TO BE CAST ATOP MASONRY WALLS W/ 2-#5 T & B #3 TIES AT 12" C/C TYP. U.N.O. EXTEND AND HOOK WALL REINFORCING INTO TIE -BEAM. 2. ALL TIE BEAMS OVER OPENINGS TO HAVE #3 TIE SPACED AT 4" C/C. U.N.O. 3. FILL ALL MASONRY BLOCK ABOVE THE LINTELS WITH MASONRY GROUT UP TO THE TIE -BEAM ABOVE, TYP. CONTINUE REINF. INTO LINTEL BEAMS. a 0 STEEL COLUMN SCHEDULE MARK COL SIZE BASE PLATE ANCHOR BOLTS REMARKS SC1 HSS5x5x3/8 3/4"OONIO" 4-3/4"0 SEE 03/S5.02 SC2 HSS5x5x3/8 3/4"00"00" 4-3/4"0 SEE 03/S5.02 SC3 HSS5x5x3/8 3/4"00"00" 4-3/4"0 SEE 03/S5.02 2 0 U rQ O 0 6'-0" 68'-6" 41'-0" E g" 9'-10 1/2" 9'-10 1/2" 9'-10 1/2" 9'-10 1/2" 17'-0" 1 O N O O M O PERIMETER BEAM 18"06" vni m vt SEE BEAM ELEVATION THIS SHE N N N TYP. U.N.O. o 0 0 0 I to• • 1. AT 12" TOP 6 AT 12" TOP 6 AT 12" TOP T0� _� - I ------- ------ --- N �I #5 AT 12' BOT I I +19.23' NAVD o=lo CC1 UP '" 1---- < -{---------- 0-0� I 18-101 - --(EL rl 5-101 SEE S-101 CC2 UP x�m ¢ \. SC3 UP I "I TOP OF SLAB I m ( #66 AT 12" TOP_ o I 11 5/1fi" IL \' 01 fS5.02 a I O (EAVVD � I in o _ J6 AT 12" TOP ` �I I 4" LEDGE FOR CC1 UPI" I 07/S5.02 I I FUTURE SLAB BEARING I SEE 5-101 N I 9-3" 6'-0" I 9'-1" `� I 11'-0" 11'-51/2 9'-51/2" i I dcq DO ' a I I i 'n Q o a0 p l I Je ;I ��G�m�c§�� 0m N _L6 AT 12" TOP LI B-102 I f�B-103 -104 ® 5 B-105 - - = B-123 \�----(-.-------1-------/_----�/. CC4 UP aI I I tLi) 1��i 1 m SC4 UP _ _` --- B-106�- I _<i ' -I / A �= CC3 UP6 AT 12TTOP I AT 12' TOP "CoN I N ri 5 AT 12" BOT I�- -_-#5 AT 12" BOT --_- ---- ---- ` ' --- i i ml I I _ AT 12" TOP 5 " I 10/S5.02 CO I I I I 66 AT 12 TOP - I #66 AT 12" TOP- I SC4 UP �� I SEE 5-101 I I J - ;' \ H.P. ELEV. I I I SC4 UP O,II 0p CC5 UP U- 1 "N I I +18.7T NAVD LP. ELEV. I n + .7I ° +18.42' NAVD TOP OFFSSLAB I I N mI +1T 9.23 NAVD (EL 0'-0") 5n I I 0$/S5.02 SLOPE 1/,l m a0 * 02 f S5.02 N " 5.5" 1 I I I 6-#5 AT 6 BOT I I �•, o - --- L MNL 1 o Marina N. Llorens Architects , 2600 . 45 STP T 10'-6' !y�4; 0'-6" 9" MNLARCHITECTS.COM CO 0 N m t ", I I � � m l I m I� 09fS5.02 N I I I ;a as - r ��j _._ ._. B 110 CC8 UP m B-107 B-109 CC7 UP \ " - ---+- -J--L---------- J it 5 16 "� SC4 UP _] - I e I - L. 11 T/ -ISC4 UP CC5 UP 8" CMU ALL CELLS \ FULLY GROUTED \ CC9 UP SC3 UP�t 1 ��mm CC3 UP oD.- - _ SC4 UP TTFFU ca -n fjr, \1 I I I I B-112 CC UP B-125� m Lo TB-101 B-123 D ALL RQP I V' THESE PLANS AN CO RECTIONS ICq �� �, AND SUBJECT TO A J6 AT 12TTOP I - 6 AT 12" TOP I - - - - - RE9UIRED BY FIELD I SPE TORS THAT 5 AT 12" BOT TOP OF SLAB MpY BE NE'CELL A . C B EIN ECODES. I \ 1 ,: CC12 UP rt _L - - I- - - - - - - - - -I- OMPLY WITH A _ sAT 122" TOP - #6 AT 12" TOP 1 ` 23' NA CC1 UP '!li�i I m I (EL. 0'-0-) _ #5 AT 12' BOT - N I 8" SLAB TYP U.N.O. Lo # I aI I I I I DID � 00 'S5.02 ICtoI 5-102 i I SEE 5-102 I I SEE 5-102 _N a m I 104 I �,I °I I �I I CC12 UP CC1 UP I I I m l m i I m =I ° Co N 0 GLBLK GLBUK CC11 UP GL.BUK CN CC12 UP C u E O CENTERLINE COLUMN N 6 1 AND AUGER -CAST PILE I" N r I 9 0 0 0 `STUCCO FINISH 13'-4" 9'-8" 9'-8" 9'-8" 9'-8" SEE ARCH. DWGS. DOWELS #5 AT 48" C/C LAP WITH VERTICAL BARS - 8" CMU 5.4 6.3 7.3 8.2 48 BAR DIA. LENGTH FIRST FLOOR FRAMING PLAN TOP OF SLAB 30 BAR DIA LAP 4-#7 CONT TOP JI 1/4" = 1'-0" LAP TOP BARS AT MID SPAN #3 TIES AT 6" U.N.O. EL. +19.23' NAVD 164-4 I I I I I I I I 114-4- ( I I I 30 BAR DIA VP TOP BARS CONT STIRRUPSLj FOR REINFORCING I SEE SCHEDULE CORNER BARS TYP 4-#7 CONT BOT SEE PERIMETER 'J BEAM ELEVATION 2• f_^� 2-#7 (2'-6"x2'-6") LAP BOTTOM BARS OVER SUPPORTS 1 I I I I 1 I I I I I I IIIII I T TOP AND BOTTOM __ I I I I 1 1 I I I I I I IIIII N 18"x16" PERIMETER BEAM BAR PLACING DIAGRAM 6" BOTTOM BARS CONT BOTTOM BARS CONT 1 1/2" - - SEE SCHEDULE SEE SCHEDULE NOTES CANT THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE SPLICE TOP BARS AT MID SPAN - SPLICE BOTTOM BARS OVER SUPPORTS PROPERTY OF THE ENGINEER, THEY ARE NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENT WITH THE ENGINEER. NO DESIGN CHANGES TYPICAL BEAM BAR PLACING DIAGRAM WHICH ALTER THE INTENT OF THE DRAWINGS OR SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING PRIOR WRITTEN PERMISSION FROM THE ENGINEER. 01 SECTION THRU PERIMETER BEAM DISCLAIMER NOTICE: SEE ELEVATION THIS SHEET 314"-1'-0" THE ENGINEERING SEAL FOR THIS PROJECT IS INTENDED TO AUTHENTICATE AND IS LIMITED ONLY TO THE STRUCTURAL DESIGN DOCUMENTS WHICH CONTAIN MY SEAL AND SIGNATURE. I HEREBY DIS"M ALL RESPONSIBIUTY FOR ALL OTHER DOCUMENTS RELATING TO THIS PROJECT. Lo ti I� o M rn 0) p N U QZ OM c L N rnO LL _ Z) LL■ > o LLM 0 N Q U (a y 04 ��W W U LY Cl) a) J C LL P R n O �f eS 5 `L(ir:. zia. F C ` J N la��� Lu z�} a LL Z J Och U Lj W z J O 0 LL W 0 !Y a 0 C0 J UJ 0 LL z a H � a � LL. � C� O C H o a O 0 Q L1w(AI 0 o Z. 0 w 0 w u a 0 � V O w a N ow � lL LL 0 0 U m z i JOB NO.: 09021 DATE: 03/ 14/09 SCALE: AS NOTED DRAWN BY: J. CifICOU CHECKED SY: f. shaffer REV. NO. SHEET NO. Sl•02 0 A. 4" . li 1 3/4"x8"x0'-10" PL 3/4"O"x0'-10" W/ 4-3/4" DIAx6" i 5/16 TYP NELSON STUDS I TOP OF SLAB +34.0 NAVD - - - - - ert) (EL 15'-0") I �I ADDITIONAL 5-#5x5'-O" OVER STEEL COLUMN I I I : I HSS5x5x3/8 I I PL 1"x12"x1'-O" W/ 5-3/4" DIA x7" NELSON STUDS I I 3/4" DIA NELSON - STUD 01 CONC. BEAM BEARING ON STEEL COLUMN 1 112" = P-0" BEAM SCHEDULE MARK SIZE BxH TOP OF BEAM ELEV. REINFORCING STIRRUPS BOTT TOP INT TIES SPACING B-201 16"A6" 14'-4"' 4-#6 3-#5 -- #3 AT 6" C/C B-202 16"06" 14'-4"' REINFORCING FROM B-201 #3 AT 6- C/C B-203 16"x24" 14'-4"' 4-#7 4-#5 2-#5 #3 AT 6" C/C B-204 16"x24" 14'-4" REINFORCING FROM B-203 #3 AT 6" C/C B-205 16"x20" 14'-4"' 4-#7 j 4-#5 2 45 #3 AT 6" C/C B-206 16"x24" 14'-4"' 4--f 12 b 4-#7 2-#5 #3 AT 6" C/C B-207 16"x24" 14'-4" REINFORCING FROM B-206 #3 AT 6" C/C B-208 16"x24" 14'-4"' REINFORCING FROM B-206 #3 AT 6" C/C B-209 12"x29" VARIES 2-#5 2-#5 2-#5 #3 AT 6" C/C B-210 12"x29" VARIES 2-#5 2-#5 2-#5 #3 AT 6" C/C B-211 12"x29" 14'-5" 2-#5 2-#5 2-#5 #3 AT 6" C/C B-212 8"06" 14'-4" 2-#8 2-#6 -- #3 AT 6" C/C B-213 8"06" 14'-47 2-#8 2-#6 -- #3 AT 6" C/C B-214 16"x24" 14'-4" 4-#7 4-#5 2-#5 #3 AT 6" C/C B-215 16"x16" 14'-4" 4-#7 4-#5 -- #3 AT 6" C/C B-216 16"x16" 14'-4" 4-0 4-#5 -- #3 AT 6" C/C B-217 16"x24" 14"-4" 2In In 4-#7 -- #3 AT 6" C/C B-218 16"A6" 14'-4" 4-#7 4-#5 -- #3 AT 6" C/C B-219 16"x24" 14'-4" 4-#7 4-#5 -- #3 AT 6" C/C B-220 16"x24" 14'-4' 4-#7 4-#5 2-#5 #3 AT 6" C/C B-221 20%VAR SEE WALL ELEVATION 02/S5.03 B-222 8%16" 15'-0" 2-#5 2-#5 -- #3 TB-201 8"06" IS-4 1/2 2-#5 2-#5 -- #3 AT 8" C/C TB-202 8"06" 14'-4" 2-#5 2-#5 -- #3 AT 8" C/C TB-203 8"xVAR SEE WALL ELEVATION 03/S5.04 TB-204 8"x26" 13"-4 1/2 2-#5 2-#5 2-#5 #3 AT 8" C/C TB-205 8"x24" 1 14"-4"' 1 2-#5 2-#5 2-#5 #3 AT 8" C/C (1 la) REINF. BAR PLACED IN FIRST LAYER (2 la) REINF. BAR PLACED IN SECOND LAYER NOTES : 1. TB TIE -BEAMS INTENDED TO BE CAST ATOP MASONRY WALLS W/ 2-#5 T & B #3 TIES AT 12" C/C TYP. U.N.O. EXTEND AND HOOK WALL REINFORCING INTO TIE -BEAM. 2. ALL TIE BEAMS OVER OPENINGS TO HAVE #3 TIE SPACED AT 4" C/C. U.N.O. 3. FILL ALL MASONRY BLOCK ABOVE THE LINTELS WITH MASONRY GROUT UP TO THE TIE -BEAM ABOVE, TYP. CONTINUE REINF. INTO LINTEL BEAMS. 4'-0" TB-202 TB-202 PCM or I I I w Ccl I I I I 00 I I I I TB-zo3 —-- I I p SEE 5-201 I I SEE 5-201 I I I PCM 4-.__ I I I 02/S5.04 �I I Ho- "''--- - m f f z.rol m I I Cc,I/I o I I I I 6'-0" I I I I m l I JL I ? SLID I I I I B-201 — B-202 SC2 UP L--- B-203 L x J-- -- B-204 J p,J I �� 1---------------------- yi"7 CC4 Q r —I— ----------- CC3 w I I I o I �— B_205 — — — — — — ' v i I 4' Cc2 CC13 UP MNL ,o'-s" Marona N. Llorens V-8" Architects : D._. 2-600 `1 E. 45 STPEET GI -I ­0 E PC' - = -- 4 -, 04103 D4011- a In 13� �1 3 UP li CC5 FILLED CELL 0 1 " I I I � — — — — — — i W/ 1-#5 VERi I SEE S-201 Top SCAB I n-I I +33� .56' NAVE) (EL. 14'-4") I H.P. ELEV. I I I I 8" SLAB TYP. U.N.O. I +33.10' NAVD L.P. ELEV. +32.85' NAVD ------ 0 PEN TO FLOOR , BELOW --i I SEE S-201 m I 5.5' 3" SLOPE . .i .._ -— — — — — — --- -- —I---- I i ----- -- —�— o 00 �= I I I ---- -- 10 5. 8" CMU ALL CELLS r,__I _ ___...... f�`M FULLY GROUTED o -- � I I CC7 �B-207��n� Cg N I I ;1 t TB-205 CC5 • C1 I I I I \ \\ \°� I SEE 03/55.0 I I 5 AT 8" T ( 4 I I i I I SIMILAR AT 8" B L I _ SC3 UP 8-206 I I — — — — J B-207 I `G cc 9 B-208 8-209 SC3 UP - 1 55.04 I I ' I -----I—----- -- • -� , IM O.H. +-"r'---------------- ----/ ---- tp o I +�- — — CC3 TB-205 — I f — — -� r — — — — — — — CC 10� O CC12 �� T_ B-212 • I 02/S2.01 I I I I I ui " I �i °' — — — — — — — — — — — — — I I I I ANIp SU$JECT TO ANY CORRECTIONS I I I o REOUIROD BY FIELD INSPECTORS THATA 2 I MAY BE NECESSARY IN ORDER TO I - • I I I I COPhPLYIWITH ALL APPLICABLE CODES. O —---___J—I ----—I—L.----- #5 AT 12" T #5 AT 1C3 UCC1 m--------=-------------_----------- 5 AT 12-8— I I I I I I I I aa� 5.5" L.P. ELEV. �' — F I-- 'q I SEE 5-201 I I S-201 I I SEE 5-201 I I ww� I I I I I I i +32.85' NAVD 02/$5.04 3" SLOPE 0 N I I u I I I I I I N m a r2 v I I I I I m' i H.P. ELEV. I I W', I I N I I i+33.10' NAVD SC3 U Lu. m m m CC1 0r ! I I I I I I I DO 70 COPY I N I / '11 CC12 �4 I <I Lin I// ,o 00 I I I I I I I 0�ti 10 B_209 I rn� SC3 UP o L TB 201 § TB 202 TB-202 CC11 TB-202 CC12 12'-0" 4'-4 1/8" V-7 3/4" CONCRETE COLUMN SCHEDULE FROM SECOND TO THIRD FLOOR MARK SIZE VERT. . REINF TIES SPACING TYPE P = CC3 8"x21" 6-#7 #3 0 8" O.C. )T1 CC5 8%33" 12-#6 #3 0 8" O.C. ) CC10 8%20" 6-#7 #3 0 8" O.C. DI CC11 8%12" 4-#6 #3 0 8" O.C. ll CC13 1 8%20" 6-#7 #3 1 0 8" O.C. 1 CC14 1 8%12" 4-#6 #3 1 0 8" O.C. ll f --I rC P--'I F--1°T- _I TYPE I TYPE II TYPE III 12 BARS 4 BARS 6 BARS 5 SETS OF TIES 1 SET OF TIES 2 SET OF TIES CONCRETE COLUMN TYPES a SECOND FLOOR FRAMING PLAN 1/4" = 1'-0" DOWELS FOR CMU WALL ABOVE TOP BAR FROM B-206 1 r " .. .-} --� y� . (d), i'-4" � () (a) (aa) SEE BEAM SCHEDULE FOR REINFORCING BARS BOTTOM BAR PLACING SEQUENCE: (a) B-217 PLACE 1st la BOTTOM BARS FIRST (((b) B-206 PLACE 1st la BOTTOM BARS SECOND c))B-217 PLACE 2nd la BOTTOM BARS THIRD d B-206 PLACE 2nd LA BOTTOM BARS FOURTH NOTE: EXTEND REINF. BARS B-206 THRU B-207, B-208 TO COLUMN CC10. (NO INTERMEDIATE LAPS) ALL LINTELS ABOVE MASONRY WALL OPENINGS TO BE "CAST CRETE" PRECAST CONCRETE OR APPROVED EQUAL TYPE 8F8-18 TYPICAL UNLESS SHOWN OTHERWISE. 02 BAR PLACING DIAGRAM - B-206 AND B-217 SEE NOTE 3, BELOW BEAM SCHEDULE. NOTES THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER. THEY ARE NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENT WITH THE ENGINEER, NO DESIGN CHANGES WHICH ALTER THE INTENT OF THE DRAWINGS OR SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING PRIOR WRITTEN PERMISSION FROM THE ENGINEER, DISCLAIMER NOTICE: THE ENGINEERING SEAL FOR THIS PROJECT IS INTENDED TO AUTHENTICATE AND IS LIMITED ONI Y TO THE STRUCTURAL DESIGN DOCUMENTS WHICH CONTAIN MY SEAL AND SIGNATURE. I HEREBY DISCLAIM ALL RESPONSIBILITY FOR ALL OTHER DOCUMENTS RELATING TO THIS PROJECT. r Lo Lo co P ti ECD rn 0) � p U Q Z ON CU 04 "OQ L ` H- N ca L cc L �� W cno@LL um E W C� N U y N `- LU U W u) h (1) _j LL o LION � 0- cu O N la��� Uj z LL w z �- F/5 z wrz_J 0 LL r x 0 O mow/ L.1� Q C LL. z z Q O LLI 0 O _x W O o Q W (fJ o w w 0 a Q U 0 W a_ \ Lla N \- to uj uj U _J of LL LL w a 0 0 S' 2 U m JOB NO.: 09021 DATE: 03/ 14/09 SCALE: AS NOTED DRAWN BY: j, cincou CHECKED BY: f. shaffer REV. NO. SHEET NO. S2.O 1 BEAM SCHEDULE MARK SIZE BxH TOP OF BEAM ELEV. REINFORCING STIRRUPS BOTT TOP MID TIES SPACING B-301 16"x16" 23'-10" 4-#7 4-#5 -- #3 AT 6" C/C B-302 16"x16" 23'-10" 4-0 3-#5 -- #3 AT 6- C/C B-303 16"x16" 23'-10" 4-#7 3-#5 -- #3 AT 6" C/C B-304 16"06" 23'-10" 4-#7 4-#5 -- #3 AT 6" C/C B-305 16"06" 23'-10" 4-#7 4-#5 -- #3 AT 6" C/C B-306 8"x24" 23'-10" 2-#8 2-#6 2-#5 #3 AT 6" C/C B-307 16"06" 23'-10" 4-#6 3-#5 -- #3 AT 6" C/C B-308 16"06" 23'-10" 4-#7 3-#5 - #3 AT 6" C/C B-309 8"x16" 23'-10" 2-#6 2-#5 2-#5 #3 AT 6" C/C B-310 16"06" 23'-1C" 4-#6 3-#5 -- #3 AT 6- C/C B-311 16"x16" 23'-10" 4-#7 4-#5 -- #3 AT 6" C/C B-312 8"x24" 23'-10" 2-#6 2-#5 2-#5 #3 AT 8" C/C B-313 8"x24" 27'-7" 1 2-#6 2-#5 2-#5 #3 AT 8" C/C B-314 20'1 SEE WALL ELEVATION 01 B-315 12'x23" 27'-7" 3-#5 3-#5 2-#5 #3 AT 8" C/C B-316 12"x23" 27'-7" 3-#5 3-#5 2-#5 #3 AT 8" C/C B-317 12"x23" 27'-7" 3-#5 3-#5 2-#5 #3 AT 8" C/C TB-301 8"x16" 27'-7" 2-#5 2-#5 - #3 AT 8" C/C TB-302 8"x16" 23'-10" 2-#5 2-#5 - #3 AT 8" C/C TB-303 8"x16" 23'-10° 2-#5 2-#5 - #3 AT 8" C/C (TB-3D4) 8"x24" 28'-5" 2-#5 2-#5 2-#5 #3 AT 8" C/C (TB-305) 8"x24" 28'-5" 2-#5 2-#5 2-#5 #3 AT 8" C/C (TB-306) 8'x24" 28'-5" 2-#5 2-#5 2-#5 #3 1 AT 8" C/C (1 la) REINF. BAR PLACED IN FIRST LAYER (2 la) REINF. BAR PLACED IN SECOND LAYER NOTES : 1. TIE -BEAMS TB-8"x16" INTENDED TO BE CAST ATOP MASONRY WALLS W/ 2-#5 T & B #3 TIES AT 12" C/C TYP. EXTEND AND HOOK WALL REINFORCING INTO TIE -BEAM. 2. ALL TIE BEAMS OVER OPENINGS TO HAVE #3 TIE SPACED AT 4" C/C. U.N.O. 3. FILL ALL MASONRY BLOCK ABOVE THE LINTELS WITH MASONRY GROUT UP TO THE TIE -BEAM ABOVE, TYP. CONTINUE REINF. INTO LINTEL BEAMS. ALL LINTELS ABOVE MASONRY WALL OPENINGS TO BE "CAST CRETE" PRECAST CONCRETE OR APPROVED EQUAL TYPE 8F8-18 TYPICAL UNLESS SHOWN OTHERWISE. SEE NOTE 3, BELOW BEAM SCHEDULE. 10 RR,-R" MNL Marina N. Llorens Architects . �._. f' C0 E. 41STJ - LI& 'r-01-S_ POINT, =L, 33Cr (954; - 0, O° DkCN_ MNLARCHITECTS.COM 16 AT 12" TT L _ — _j6 AT 12" T I E I I U = 1100# I---I-�--#5 AT 12" BN ----- I_—L_LL O 1 g I i _ I _ U = 1100# LUS26 GIRDER TRUSS 'v co GIRDER TRUSS LUS26 1 m I ( 1 " 5-301 P.T. 2"x6' LEDGER BOLTED 1 ¢ I TO FILLED CELL CMU W/ I m 5/B" DIA EXP. BOLTS AT 16" O.C. W/ LARGE WASHERS I (f(: - --- : m (4° EMBEDMENT, TYPICAL) C LUS26 i I I M i U = 790# _ - _� N I LUS26 - C U O 0# 40 Lo cin _ 302 8-301 �TB-304�_ � — — — -- —_ — — — — — — — — — — — I 1 TB-303 .. ._.._._.._...(TB �3G6) I' 20'-1° I I I 3'-6" 11 55.02 - _ - _- "_ ....__.. I I ijir. I 4'-4" 2'-6" 1 TOE, P OF SLAB I I 8 -0" 8'-6" H AT 12" T I +43�.06' NAVD — (EL. 23'-10') I N 1 I <I <I 1'-80 I #6 AT 10" T I 5 AT 112" TI r--T 1---, 1—I-- SEE S-301 I #5 AT 12 B 1 �6 AT 12" T I — H P ELEV +42.51' — 1 — �------I--I---- 8" CMU ALL CELLS m I 5 AT 12 T #5 AT 12 T I mi FULLY REINFORCED o 1 I III I I m' — AT 12-7 (#5 AT 8" C/C) 5.5" L.P. ELEV. & m 1 ` I I e l w +42.43' SLOPE co 8" CMU ALL CELLS I I FULLY MOUTED 6 I �I �I < m i 11 13/16" AO l #5 AT 8"�m m l B a m �� I �I U = 2700# L(TB-306) I o B-304 I I I ---J L----- ____j TB-303 I ` _ 8-315 \ m-------- B-303 (TB-304) — — — — — — — — — — — — L------------ ----------------- I I I LUS28 I I I iiYP 6 ILL w _ 1 THESE PLANS AND ALL PROPOSED WORK I ....ELEV. I MAC AND SUE JECT TO ANY CORRECTIONS 1 I I I ROOM 1 REQUIRED BY FIELD INSPECTORS THAT _ --- 1 I MAY B NECESSARY IN ORDER TO ii i I lip Luszs 1 COMPLY WITH ALL APPLICABLE CODES. U = 790# I ( r u =SOD# 1� SEE S-301 ( i { — r m mI GIRDER TRUSS LUS26 II 44 U = 1100# m I I _-- TB 01 1 TB-302 I TB 01 B=315 FOR TRUSS TIE DOWN SCHEDULE SEE DRAWING S4.01 U = 390# U = 950# 1THIRD FLOOR ANDLOWr • • FRAMING PLAN w � � v f' �O U = 2700# NOTES THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER. THEY ARE NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENT WITH THE ENGINEER. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THE DRAWINGS OR SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING PRIOR WRTTTEN PERMISSION FROM THE ENGINEER. a 0 co Tr 7 ti M M r OCD ® `?k co N 0 0 CU N �N P`� ` I V N LL N FL N 0) C eD N U CV CU F- ���U +� W ti C U- o r 0 0 ( M N O a vJ� J N nd-0 / 0 W ° U J w z C) Z) O U Lu W U J 0 V ~ W O Z a 0 z a OC F- o od a QO o W vi o 0 W a Q U z U JOB NO.: 09021 DATE: 03/ 14/09 SCALE: AS NOTED DRAWN BY: j, Clrlaau CHECKED BY: f. shaffer REV. NO DISCLAIMER NOTICE: THE ENGINEERING SEAL FOR THIS PROJECT IS INTENDED TO AUTHENTICATE AND IS LIMITED ONLY TO THE STRUCTURAL DESIGN DOCUMENTS WHICH CONTAIN MY SEAL AND SIGNATURE. I HEREBY DISCLAIM ALL RESPONSIBILITY FOR ALL OTHER DOCUMENTS RELATING TO THIS PROJECT. SHEET NO. S3.01 "SIMPSON" TRUSS TIE DOWN (U.N.O.) PROVIDE ADEQUATE ANCHOR STRAP FROM TABLE BELOW AT EACH BEARING POINT FOR EACH WOOD TRUSS AND EACH GIRDER TRUSS TO RESIST UPLIFT AS SPECIFIED ON STRUCTURAL DRAWINGS OR BY THE WOOD TRUSS MANUFACTURER (WHICHEVER IS GREATER). TRUSS/RAFTER TO MASONRY/CONCRETE MARK ANCHOR TYPE NAILS/BOLTS TO TRUSS NAILS/BOLTS TO SEAT - ALLOWABLE UPLIFT SIMPSON LISP AO FGTR 18 SDS 1/4"x3" 2-1/26 Then HD - 5000 # QB H16S 2-10dx1 1/2 6-1/42 1/4 Tlten 1470 # © MTSM16 7-1Od 4-1/42 1/4 Titen - 860 # ® MTSM16 7-1Od 4-1/42 1/4 Titen - 860 # T.B. = THRU-BOLT T .& B. = AT TOP AND BOTTOM OF WOOD PLATE U.N.O.= UNLESS NOTED OTHERWISE W.A. = WEDGE ANCHOR OR THREADED ROD W/ EPDXY (6" MIN. EMBED., U.N.O.) T = 3/16"0 TAPCONS W/ 1 1/2" EMBED. (MIN. U.N.O.) PAF = POWER ACTIVATED FASTENERS WITH WASHERS SDS = SELF DRILLING HEX HEAD SCREWS NOTE: 1/3 STRESS INCREASE ON THE STEEL HARDWARE IS NOT ALLOWED. UPLIFT CAPACITIES ABOVE DO NOT INCLUDE 1/3 STRESS INCREASE FOR HARDWARE. BEAM SCHEDULE MARK SIZE BxH TOP OF BEAM E REINFORCING STIRRUPS I BOTT TOP INT TIES SPACING AR13-401 8"xVAR ARCHED BEAM SEE 02/S5.3 RB-402 8"x1B" 33'-9" 2-#6 2-#5 2-#5 #3 AT 8" C/C ARB-403 12%VAR ARCHED BEAM SEE 02/S5.3 RTB-401 8"x18" 33'-0" 2-#5 2-#5 -- #3 AT 8" C/C RTB-402 8"06" 32'-10" 2-#5 2-#5 -- #3 AT 8" C/C RTB-403 8"09" 33'-9" 2-#5 2-#5 -- #3 AT 8" C/C RTB-404 8"08" 33'-0" 2-#5 2-#5 -- #3 AT 8" C/C (1 la) REINF. BAR PLACED IN FIRST LAYER (2 la) REINF. BAR PLACED IN SECOND LAYER ZE.11*0 1. TIE -BEAMS RTB-8"x16" INTENDED TO BE CAST ATOP MASONRY WALLS W/ 2-#5 T & B #3 TIES AT 12" C/C TYP. U.N.O. EXTEND AND HOOK WALL REINFORCING INTO TIE -BEAM. 2. ALL TIE BEAMS OVER OPENINGS TO HAVE #3 TIE SPACED AT 4" C/C. U.N.O. 3. FILL ALL MASONRY BLOCK ABOVE THE LINTELS WITH MASONRY GROUT UP TO THE TIE -BEAM ABOVE, TYP. CONTINUE REINF. INTO LINTEL BEAMS. ALL LINTELS ABOVE MASONRY WALL OPENINGS TO BE "CAST CRETE" PRECAST CONCRETE OR APPROVED EQUAL TYPE 8F8-1B TYPICAL UNLESS SHOWN OTHERWISE. SEE NOTE 3, BELOW BEAM SCHEDULE. RR'-R° rfri�up� lt�HIGH ROOF FRAMING mlOLm N. Llorens 0 =L 3 od :HITECTS.COM No THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER, THEY ARE NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITER AGREEMENT WITH THE ENGINEER, NO DESIGN CHANGES WHICH ALTER THE INTENT OF THE DRAWINGS OR SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING PRIOR WRI[TEN PERMISSION FROM THE ENGINEER. DISCLAIMER NOTICE: THE ENGINEERING SEAL FOR THIS PROJECT IS INTENDED TO AUTHENTICATE AND IS LIMITED ONLY TO THE STRUCTURAL DESIGN DOCUMENTS WHICH CONTAIN MY SEAL AND SIGNATURE, I HEREBY DISCLAIM ALL RESPONSIBILITY FOR ALL OTHER DOCUMENTS RELATING TO THIS PROJECT. Z r N L ~ E m 0) p04 p U p® ~ pN_ C cu c _ Q U >, cI5® ° L E LU Q U cgF y --04 `IU+� W W W ( =ti C o o �� \~ � A! L 2Ai 1� 0 N 1183 W ° J U z W z D =O EL cn U Of? Z J 0N� L.I.. } ILL �n.� U. f V of Lu O z z _ 0 �// U5 ry O C ~ J _x W 1 ° o F 0 V a ❑ U O W a LL DO U _J W LL W Of LL Q ❑ Y x U T m 0 N W K 0 z JOB NO.: 09021 DATE: 03/ 14/09 SCALE; AS NOTED DRAWN BY: j, cincou CHECKED BY: f. shaffer REV. NO. SHEET NO. S4.01 DOWELS #5 AT 48" C/C LAP WITH VERTICAL BARS 48 BAR DIA. LENGTH - CENTERLINE COLUMN AND AUGER -CAST PILE 91, L N 8" CMU STUCCO FINISH SEE ARCH. DWGS. CV n OL TOP OF SLAB L.:.' .•: :::: L . EL. +19.23' NAVD w '..l:::.:...1 :.. FOR BEAM SIZE AND "'>kI. �;: �,..� REINFORCING SEE BEAM SCHEDULE, TYP. t'. 3-#3 TIES 6-#6 VERT TYP #3 TIES AT 6" C/C -t- - TYP U.N.O. T 6- 6 VERT #3 TIES JAI,: 1 1/2" 1'44" 03 COLUMNS TO FIRST FLOOR BEAM CONNECTION FROM GARAGE FLOOR TO FIRST FLOOR COL. REINF. V.=1.-0.. 16" DIA. PILE 6-#6 VERT 16" DIA. CONCRETE COLUMN CENTERLINE COLUMN AND AUGER -CAST PILE 19„ STUCCO FINISH SEE ARCH. DWGS. DOWELS #5 AT 48" C/C LAP WITH VERTICAL BARS 8" CMU 48 BAR DIA. LENGTH REINFORCING IN BEAM NOT SHOWN FOR CLARITYOL _ TOP OF SLAB EMBEDMENT PLATE - EL. +19.23' NAVD AT 32" C/C TYP. 1/2° EXP. JOINT PL 3/8 x6 x8 W/ (2) _ MATERIAL 1/2" DIAx4" NELSON STUDS. CAULKING ,. 8" CMU BOND BEAM P Ty 1/4 I W/ 1-#5 CONT. TOP 5/8" DIA. EXPANSION DISCONTINUE BARS BOLT, 4" EMBEDMENT PL 3/8"x6"x8"VERT. GALV. W/ 3/4"x2" VERT SLOTTED HOLE. AT EACH EMBEDMENT 9. PLATE. (32" C/C) 8„ AT EXPANSION JOINTS TYPICAL #5 VERTICAL HOOKED BAR INTO CMU BOND BEAM AT 32" C/C TYP 1 i � 16" DIA. CONCRETE COLUMN 8" CMU FRANGIBLE WALL W/ ' #5 AT 32" C/C IN FULLY GROUTED CELLS FULL HEIGHT DOWELS TO MATCH VERTICAL BARS SPACING AND SIZE � I TOP OF SLAB 1/2" EXP. JOINT MATERIAL, TYP. SLAB ON GRADE - \ EL. VARIES _� _. m 00 VAPOR BARRIER 8-#3 TIES AT - TOP OF AUGER -CAST PILE I AND BOTTOM OF CONC. COLUMN .77 T-T-T-11 T.O. WALL FOOTING ANC PILE CUT-OFF ELEV. 1 I I I +4.69' NAVD ALL CELLS FULLY GROUTED BELOW GRADE TOP OF FOOTING EL. +4.69' NAVD 3-# 5 CONT L.W. 1' 5" #4 AT 24" S.W. 16" DIA AUGER -CAST PILE 02 TYPICAL GARAGE WALL SECTION I l_jV-4" 8-#3 TIES AT '"-,:-B:: 7-1 1 1 C/C #3 TIES 04 TYPICAL AUGER -CAST PILE REINFORCING TYPICAL DETAIL AT PILE CUT-OFF ELEVATION 1 1'0" PROPOSED WORK NS ANO P,�l GORREGT11*1 ZHESE P U8.1EGT SO NSPEGSORS 10 RE0�IRED EV � SSPRV 1N 0R®ECODES. G MP1.V WIiH p,1,1 PPPI,IGAB4E TIES 6-#6 VERT. TYP. TYP. U.NES .O. 6" CSC --�' Tl-L f +�_Ll BOTTOM OF PILE EL. -19.' NAVD T rT EL. -21.0 NAVD SEE GEOTECHNICAL EXPLORATION 09-1048 DATED FEBRUARY 18, 2009. 01 TYPICAL GARAGE WALL ELEVATION EXTERIOR VIEW AT AUGER -CAST PILE lrz" - r-o" NOTES THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER, THEY ARE NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENT WITH THE ENGINEER. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THE DRAWINGS OR SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING PRIOR WRITTEN PERMISSION FROM THE ENGINEER. DISCLAIMER NOTICE: THE ENGINEERING SEAL FOR THIS PROJECT IS INTENDED TO AUTHENDCATE AND IS LIMITED ONLY TO THE STRUCTURAL DESIGN DOCUMENTS WHICH CONTAIN MY SEAL AND SIGNATURE. I HEREBY DISCLAIM ALL RESPONSIBILITY FOR ALL OTHER DOCUMENTS RELATING TO THIS PROJECT. Z P E� p U 0 ea ^ 0 0 `ti ~ E o LL "a M - O s Co Lu @ L6 > O m = ME LL 0 L16NT ca'j U QN �FF--- y LbLb w P, W 4i I.,, C O LL o S N ,zl MIENS! S 9 �4 A I �� � N !!< 0 W Of U ° W z O U 0 W w U w U) N Ir J 0 O z ED � ¢ m CD J O z) U acfj a O C 0 J 06 H N�/ O w LL C G 0 o r p O U¢ w 4 U K ~ w a L-to \� r N Lu Y d \ \ \ J. LL 0 w LL 0 Y x m 0 JOB NO.: 09021 DATE: 03/ 14/09 SCALE: AS NOTED DRAWN BY: J. clncau CHECKEDSY: f. shaffer REV. NO. SHEET NO. S5.01 AIR )ICAL 07 SLAB SECTION AT COVERED TERRACE WITH CMU WALL ABOVE 1/2'. =1'-0" 3/4" = 1'-0" #5 AT 10° TOP 6" 14 AT 10° C/C 15 AT 8" C/C BOY 4-#5 TOP #3 TIE AT 6'� 4-#5 BOT STAIR AND LANDING SUPPORT CANTILEVER BEAM REINFORCING EXTERIOR STAIR UPPER FLIGHT 1/2" = 1'-10" z COLUMN UP ABOVE FLOOR SLAB, SEE -- - COLUMN SCHEDULE c SLOPE 1/4"/ft iv -- -� BEAM REINFORCING NOT SHOWN FOR CLARITY — 16" DIA CONCRETE COLUMN i< LP. +18. THESE PLANS AND ALL PROPOSED Wpm AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 08 SLAB SECTION AT COVERED TERRACE MAY BE NECESSARY IN ORDER i0 WITH STARTING COLUMN ABOVE 3/4" = r-B" COMPLY WITH ALL APPLICABLE CODES. LP. ELEV _L +18,42' NAVD POOL DECK SEE DWG. S6.01 TOP OF SLAB SLOPE 1/4"/ft SLOPE 1/4"/ft 4" PAVING SEE +19.23' NAVD —�� —`---" ---ARCH. DWGS. --____ OD Ep r NO MSHOWN REINF FOR GDo CLARITY 09 SLAB SECTION AT COVERED TERRACE TYPICAL DOOR SILL DETAIL 3/4" = 1'-0" #3 AT 6" C/C W/ 2-#5 CONT 16° DIA CONCRETE COLUMN AIL 10 SLAB SECTION AT COVERED TERRACE SLAB EDGE DETAIL 3/4" =1'-0" MNL TOP OF Vina N. Llorens 2L00 I`11- 45 S P==T LIGI 1-OLSE DO , /9t4�77/1;-0402?k-CINEE MNLARCHITECTS.COM 01 SECTION THROUGH BALCONY SLAB 34' = V-0" 02 SECTION AT MAIN ENTRANCE, SLAB 3/4" = 1'-0" 10" ALL ANCHOR BOLTS „ 3/4" DIA ASTM A307 TYP U m w cn O CD d 1" NON -SHRINK GRAUT TYP — jl 5/16 o BASE PLATE 3/4"x10"x0'-10" 12"x12"x4" RECESS 2nd POUR AFTER COL HAS BEEN INSTALLED I I t - d co m X TACK WELD TO BOLT, TYP. L L, —I— 03 STEEL COLUMN BASE PLATE DETAIL F 0 THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER, THEY ARE NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENT WITH THE ENGINEER. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THE DRAWINGS OR SPECIFICA11ONS ARE TO BE MADE WITHOUT OBTAINING PRIOR WRITTEN PERMISSION FROM THE ENGINEER, DISCLAIMER N0110E: THE ENGINEERING SEAL FOR THIS PROJECT IS INTENDED TO AUTHEMTATE AND IS LIMITED ONLY TO THE STRUCTURAL DESIGN DOCUMENTS WHICH CONTAIN MY SEAL AND SIGNATURE. I HEREBY DISCLAIM ALL RESPONSIBIUTY FOR ALL OTHER DOCUMENTS RELATING TO THIS PROJECT. s Z N U*) � M O c CU N C c O ZL �% C S 7 N 3 W r'oC L6 a (m ( a�Q£ N = (N_ y Wrs W U) C U 4i n ti �� O (L �¢I3IIH J N t2as- !7 Lu ° J U LL W z 0 W Lu U Of J 0 ~ Of ¢ V ~ U) W O Z Q z F- C� O G H o Q0 W � U UD o 0 w a z U � JOB NO.: 090: DATE: 03 SCALE: AS I� DRAWN BY: j. C CHECKED BY: f. E aaTwer•. SHEET NO. S5.0: 2x6 LADER FRAME OUTLOOKER P.T. 2x6 NAILER --\ r - N TT, N 8° CMU WALL 1'- 1 / " 6'-8 1/8° BEYOND V-5" CONCRETE COLUMN CONCRETE COLUMN - 8° CMU WALL BEYOND - I CONT SHAPED RIDGE BOARD �l \ / 6'-B 1 /8" ,\CENTERLINE ARCHED BEAM �- HSS4x4 11,1171111 APEX ARCH BEAM +55.77' NAVD T.O. TIE BEAM +53.02' NAVD Of Of � 8" CMU WALL BEYOND 1'-5' TOP OF TIE BEAM THIRD FLOOR I I 10� I 7'-2" 7'-2' Ilil it M 8" li I I N I I I '.I I I I I °- I I 1 14 -4�� HS85x5 , +33.56 NAVE) IL TOP OF TIE BEAM I TOP OF SLAB L.P. ° I I I I OILI SECOND FLOOR I +32.65' NAVD ao I I 1—r—=— 1I 1 r - +33.56' NAVE) I---------------^ ------- ' ' r---'-----------------� L1 ---- r-- �- � i � cp - LL n -- T� J l • B7221� II I I 12'-7" 11 ": 13'-6' 13'-6" 4, TOP OF SLAB L.P. +18.42' NAVD 0 POOL DECK SLAB BEARING oL TOP OF TIE BEAM I FIRST FLOOR I' +19.23' NAVD ; -''- •- -� -I J--F -' 02 WALL ELAVATION GRID LINE 9 3/8" = P-B" DOWELS FOR j�COLUMN ABOVE I I i DOWELS FOR I I COLUMN ABOVE l I I I I 4-#5 TOP I I i i 4-#5 TOP I I I 1 - - I T"t-+--f rt----------- I I ---_ T T -1----- I-1-II I I �----�_------ I I I I I I I I I I I �� -----I II_ I j IJI I -;- �i~ �_1_, _,.,✓1 4-#5 BOT B-221 (REINFORCING) (1) #5 EA. FACE TYP. I I I II 1 I - -t- r (4)4 "U" BARS AT 4 C/C MNL Marona N. Llarens — — — Architects 2' BEARING TYP �00 I`1= 4 Q_T� ET 3 1/2" CONCRETE SLAB �� POST L �3Gb=1 W/ #3 AT 10" E.W. ON 1 1/2% 22 GA. GALV. G 4) : b 0=03 INVERTED "B" METAL DECK. MNLARCHITECTS.COM (TOTAL SLAB DEPTH 3 1/2°) SAFE ROOM COVER CAP CONCRETE SLAB AND ~ REINFORCING SIMILAR 00 ELEVATOR HOIST WAY TOP OF SLAB THIRD FLOOR +43.06' NAVD TOP OF SLAB SECOND FLOOR +33.56' NAVE) IS 2 W (3) #5x2'-6"x2'-6" TOP (1) #5 EA. FACE TYP. \� (3) #5 TOP #3 TIES AT 8" LAP 12" MIN. DOWELS TOMATCH VERTICAL BARS L (3) #5 BOT 4 RB-402 (REINFORCING) .r d. I (4) #4 "U" BARS mm AT 4" C/C EA, END THESE PLANS AND AL OpOSED WORK AND SUBJECT TO A ORREC REQUIRED BY EIEL RECTORS THAT N Do NOT COMPLETE MAY BE NECESS Y N ORDER TO * I FRONT WALL OPENING6" COMPLY WITH ALL ICABLE CODES. UNTIL AFTER DOOR 2-#6 TOP Z FRAMES ARE SET. \—r 3-#5 CONT TOP #3 TIES AT 6° _ T0� L.P. " +42.43' NAVE) TOP OF SLAB FIRST -FLOOR FFLOOR +19.23' NAVE) (6) #6 CONT BOT 03 SECTION THRU B-314 3/4" = 1'-B" 8" REINFORCED CMU. ALL CELL FULLY GROUTED FULL HEIGHT FOR BEAM REINFORCING TYP. FOUR SIDES SEE BEAM SCHEDULE FOR REINFORCING ' BAR LOCATIONS SEE PLAN m I "T co? DOWEL TO MATCH VERTICAL BAR #5 AT 2" E.W. TOP SIZE AND SPACING 5 TOP OF SLAB `-` - GARAGE LEVEL H.P. +5.53' NAVD VAPOR BARRIER N I CUB T OFF ELAVATION -�-- +1.86NAVDNAVE) 16° DW #5 AT 8" AUGER -CAST E.W. BOT 4-#5 E.W. PILE OVER PILES, TYP 01 SECTION THRU ELEVATOR HOIST WAY 3/8" = P-0" NOTES THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER, THEY ARE NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRNTEN AGREEMENT WITH THE ENGINEER. NO DESIGN CHANCES Wh'ICH ALTER THE INTENT OF THE DRAWINGS OR SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING PRIOR WRITTEN PERMISSION FROM THE ENGINEER. DISCLAIMER NOTICE: THE ENGINEERING SEAL FOR THIS PROJECT IS INTENDED TO AUTHENTICATE AND IS LIMITED ONLY TO THE STRUCTURAL DESIGN DOCUMENTS WHICH CONTAIN MY SEAL AND SIGNATURE. I HEREBY `DISCLAIM ALL RESPONSIBILFrY FOR ALL OTHER DOCUMENTS RELATING TO THIS PROJECT. COD N p Ln o 00 N C M Co N 0 C) Cu W �5 u -T E Q N _ 04 COD W�� ?: LL1 W iij r- o 0 a .10 I'u °JUMP W U ° W O W J O mow�// Q fLL V ~ W Z a Q C ~ F- Q o Q0 W � U (n o 0 W a Q OJ K z U JOB NO.: 09021 DATE: 03/ 14 SCALE: AS NO DRAWN BY: j. ch CHECKED BY: f. she OVA01A SHEET NO. S5.03 I I I I 1 I - 11,-0" 03 22'-0" --T I G LI i 1 ri u I 1- f- MAIN ENTRANCE --------------------------- L f1• WALL ELEVATION GRID LINE 4 3/8" =1'-0" I I I I I r- TOP OF TIE BEAM ROOF LEVEL +52.01' NAVD TOP OF TIE BEAM THIRD FLOOR +46.81' NAVD TOP OF SLAB +43.06' NAVD TOP OF BEAM EL 14'-4" +33.56' NAVD APEX OF ARCH EL 1 V-2" +30.39' NAVD SPRING LINE EL. 8'-0" +27.23' NAVD 6'-0° CONCRETE COLUMN P.T. 2"x8" CONT. LEDGE UP TO ROOF W/ 1/2° DIA. EXP, BOLTS AT 24" C/C INTO CONCRTE --�- -----��--'----------�(----- I ------ OR FULLY GROUTED CMU P.T. (2) 2"x6" CONT. 3/4" PLYWOOD :, TOP OF BEAM I NEAR SIDE FASTEN TO CONCRETE SHEATHING W/ 1/2" DIA. EXPANSION - BOTTOM -OF ROOF I - BOLTS W LARGE WASHERS / 5" EMBEDMENT, TYP. AT 24°%C FAR SIDE - N M 1 l� 00 ------------- jAy _\ I ---il rT I L.J. SEE ELEVATION FOR FRONT WALL I •I I TOP OF BEAM FAR SIDE REINFORCING — RECESS HALF THICKNESS OF 8-201 — — — — — — — — — FAR SIDE TO CLEAR LOW ROOF PLYWOOD SHEATHING L •• • J I - - ---- TYPICAL WING WALL REINFORCING: I #4 AT 12" HOR AND VERT / \ W/ 8" HOOK MIN. EXTEND ALL HORIZONTAL HOOKED BARS INTO COLUMN. USE3 "U" T BARS AT ARCHES. 8" II Y/ I I o / J CONCRETE COLUMN UP TO ROOF HSS5x5 TOP OF SLAB -- SEECON� FLOOR 01 SECTION THRU BALCONY ROOFING BEAMS i +33.56' NAVD TYPICAL AT FRONT ENTRANCE 3/4" - F-0" I FILE CO MNL Marona N. Jorens Architects 2600'V . 45 DTP GN -O POI\ MNLARCHITEGTS.COM TOP OF SLAB +33.56' NAVD #5 AT 32" MAX P.T. 2"x8" CONT. LEDGE IN FULLY GROUTED W/ 1/20 DIA. EXP. BOLTS CELLS, TYP. AT 24° C/C INTO FULLY GROUTED CELLS 4" EMBEDMENT TYP 4--0- 3/4- PLYWOOD SHEATHING TYP C- " — — — TOP OF SLAB SECOND FLOOR +33.56' NAVD —i �r� T T-✓r' B 213 - I I N TB-204 i" •I — iV I L-J --- 02 THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. _ I TB-202 BEYOND J (GRID LINE "A") TB-201 BEYOND j (GRID LINE "A") _ - FOR CEILING PROFILE AND FINISH SEE ARCH. DWG SECTION THRU ROOF AT GRID LINE 4 3/4"= F-0" NOTES THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER, THEY ARE NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENT WITH THE ENGINEER. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THE DRAWINGS OR SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING PRIOR WRITTEN PERMISSION FROM THE ENGINEER. DISCLAIMER NOTICE: THE ENGINEERING SEAL FOR THIS PROJECT IS INTENDED TO AUTHENTICATE AND IS LIMITED ONIY TO THE STRUCTURAL DESIGN DOCUMENTS WHICH CONTAIN MY SEAL AND SIGNATURE. I HEREBY DISCLAIM ALL RESPONSIBILITY FOR ALL OTHER DOCUMENTS RELATING TO THIS PROJECT. z �- Lo C° C-4 r 1` E w O o C O N 0 O LLt 0 Co W n @Q � s� I1 oEL Um E as N v 'Cc y wr,21 N j `rLLiU W a� � o C~G P, 5 s fElil IIng,w �N11 Lu U o cn W z 0 C) O u)- cD CU I..I 0 U) J /n O Z 1 ¢ m N J Z O U_ a ¢ IL 0 J _x W H goo U (A o � w Y o a U 0 w � z Z d � U � a a LL to _ 01 uj LL O 0 U m w d a JOB No.: 09021 DATE: 03/ 14/09 SCALE: AS NOTED DRAWN BY: J. (:InaaD CHECKED BY: f. shaffer REV. NO. SHEET NO. S5.04