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HomeMy WebLinkAboutBuilding PlansSEAL Q o o UII� V 01f,1��DI1V� AGM ACMWWAL NLL Na NaGERGCT QI AL. MIL A Arm LWO macA[ APPNOA APPRa?N1E GA. CARIALL \ I SaAm Calk Cleam 77 SAM mcmm CUT. 1011IM M. 0FRX 7 TYM CASM ma CPtltl GARM PL. MATE COL COwPo ALM RTYDOD � i TONG LONaMIG PR PAR CCRL aNIlMAN N PIFCGIr g T— L' CIVIL W� P.W.� , ►HANnIft TEAii•D g 4M i� DECOR Da:OROTNF QT. 2ANW IllW. VITAL FMA FADW �s p A,�. PP. DorAAM sm. MWORM PA CAM= mole AEam DN DI'BIION RL ROa1 VA. DOWN Fa Raf GFWNS x DA pm~ MD. RDIDOD O\I EA, � GGNm. FaFOLLP LIAOQ Z NAM MAMMAL aw. m SOON. m el'LIA �. WK m� am MARE Or. MCMAN N FIT. 1TANEN 01liL a V e OW. NNiMM A FN MCA. WCOg C ,OLL R/e1 MANE! IIIEIOT. NNClNA1 Ni tlIO/LIII �L '., IR RIOIiAO91l m, /l/ flM 2cINl TL TOP W" dA "VACAUSE To TELO�EA! 4L 64W1� Ttl TONwL AID fiGCOVE m CLAW RAV ILK W (� GYP. aaDE TOL TOP W CNNET OTR OTISIM TOLL TCP tF NINMtl IT NM NOIEBMe TALW. TOPE PLEVOIN LAIN NL NCLLOGDOR' TOP TOPPLAIN IDS. 1111OItlOO TOIL WWI&IAtENONtsi AT. law TTP. LM-ML P Nlt WOME DON DLEAIaNEpI1LENCIFO NOTR NAiDMIWAL vest. vrsrnvwnrAL32' yi W NNDEEK00 V1lT. VIRIlM es NGYA FYA�R VfiDf. VLIDYJL ORNI W. NIItlLR LLB UNW it. iDW Wc. aim � LA LAMMATELAVATORY u�Ew acco amg uVI • , LED LOCATION m MEN WATER MAX KAM"nm x W. ROM W. MAIL Cd17OA ym R. wN NWEFR C11MO ML MICN NYC[ 11�1 BT. LUCRE COUNTY KAWW"""a Oft c A L — ✓V BUILDING DIVISION ME. Mawm DW*lm wm REVIEWS® cc nE rww awaENrme z LLL �o IAII fir, I hI REVIEW DATE E WALL LIMMENDD � c6� H � PLANS AN PERM 1 � / MUST BE KEPT ON 1 OR NO INSPECTION WILL BE EE MADE 4' MASONRY WALL — — — WALL A13V OR BELOW \— — — •• GROUT FILLED CCA�LL HEIGHT H A M MASONRY WLALL � HEIGHT AS NOTED � � � -S.- TE DROPPED SOFFIT _ CAM%=WWALL ------ HEIGHT NOTED NON-gEARMG rr7 ARCHED OPENING FRAME WALL : iu�u� SEE PLAN OR ELEv. - '-- �h / �'/.' � \�--- — � —. — A. 4.. BEARING -ATD WALL INSULATED WALL '.,<a, BUILDING GLABBIFICATIrrI. -,2mmB4 CHAPTER 3, GIROUP R-3 OCCUPANCY TABLE 500,Tym �... , WIND LOADS ADt3 AS RIDA BUILDING LADE, 2004 . EDITION AND .ANSI/A5CE/ABLE-LM72 FI Butldlnnqq Code 2004 CODE EDITION: INCLUBIV£OF 2006 4 2001 REVISIONS ARCHITECT'S STATUS: EARTH WORK., TRUSSES: STRUCTURAL STEEL: TIMBER IBUILDN G DESIGNED Ab ENCLOSED A THE ARCHITECT SHALL NOT BE RESPON51ELE FOR AND WILL NOT HAVE CONTROL A FE <W ALL WOW N CONFORMANCE IMT14 THE FINAL SOILS, COMPACTION AND A THE TRIOS LAYOUT SHOW ON CONSTRUCTION DOCIMTB IB SCHEMATIC M A WORQMANBHIP: WOW SHALL COMPLY WITH AISC. ""AL OF STEEL A STPoJCTURAL TIMBER TO BE SOUTHERN PINE 4 (MN) STRESS GRADE LUMBER WIND EXPOSURE CL IFICATION: C Z OR CHARGE OF C06IRJCTICN ME", METHODS, TECHNIQUES, SEQUENCES OR GEOLOGICAL FEPOR'T& NATURE. HOLLEVER THE SPPORTMG SUPERSTRUCTUREHAS BEEN DESIGNED UNDER CONSTRICTION' STH EDITION LKLE85 MORE EXACTING REtillR£MFNTS ARE SPECIP EP IN OR APPROVED EQUALTHE MR ALLOWANCE PROPERTIES ARE AS FOLLOWS: WIND SPEED DESIGN: Lam THE ASSUMPTION THAT THE FRAMING SOEME SHOW WILL CLOSELY PARALLEL THE THI: CONTRACT DOC DENTS. • FB - 1,150 PSI FV G W FBI E G 1,600,000 FBI AND PRESSURE TREATED FOR INTERNAL PRESSURE ICIENT t 40 MWODURE8, OR FOR THE Mee M; ECAUTIONB AND PROGRAMS IN CONNECTION B FOJNDATIONB SHALL BE MONOLITHIC OR SPREAD FOOTINGS EASED ON A SOIL IARNG ------`�_.." WITH THE WOK AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S CAPACITY O: 25M MR, FINAL- WRITTEN VERIFICATION SMALL BE GENT TO THE OWEN AND FINAL TRU66 MFG LAYOIL THIS FRAMING BOHEME (DIRECTION OF TROD, MAJOR G.T. B. N_L STRUCTURAL STEEL SHALT. BE FABRICATED AND ERECTED N USE AGAINST CONCRETE AND MASONRY. MEAN ROOF HEIGHT 42'-W •/- cv FAILURE TO CARRY OUT THE WOW IN ACCORDANCE UNT14 THE CONTRACT DOCUMENT@ ARCHITECT PRIOR TO THE START OF CONSTRICTION BEARING POINTS, ETCJ CAN BE MODIFIED ONLY AFTER OBTAINING FERMISSION FROM ACCO;VqNCE WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL 6. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS ROOF LIVE LOAD: 30 Pow s THE ARCHITECT 644ALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND TOP CHORD DEAD L B POP THE ACTS AC18 OR OMISSICNB OF THE CONTRACTOR IiUBGONTRACTORS OR ANY OF THEIR G AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND AP VED, CONFORM i0 ASTM SPECIFICATION A36. ALL STEEL TUBING 4 PIPE SHALL AND GORES AS SPECIFIED BELOW: ' _ APPLY Y15RATORY COMPACTOR WITH A MNMM OF FOUR PASSES. MACE b7RlATURAL REVIBIONB ACCORDINGLY. FINAL SIGNED AND SEALED CONFORM To ASTM SPECIFICATION A-500 GRADE B (FY=46KSIJ. ALL STEEL AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION SOT CHORD DEAD L : I® I'SF AGENTS OR EMPLOYEES, OR MIT OTHER PERSONS PREFORMING ANY C THE WOW, ENGINEERING, TRUSS DRAWINGS MUST BE SUBMITTED TO THE: ARCHITECT FOR REVIEW FLOOR LIVE LOAD: 40 PBF D. SOIL SHALL BE COMPACTED TO 35% MODIFIED PROCTOR (ASTM 01551) TO A DISTANCE PRIOR TO POURING: OF FONDATICK TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND FIELD MANUAl.3 NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN O 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE HELD DEN5ITY TEST SHALL BE B WOOD ROOF iR165E6 ARE 70 BE DESIGNED FOR THE WOOD FABRICATOR WELDING 5HALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED N SPECIFICATION FOR WOOD CONSTRICTIONt AM RICAN PLYWOOD ASSOCIATION FLOOR BWPERiMMPOISEp DEAD LOAD: 29 POP r CODES: PERFORMED FOR EACH 2500 SQUARE FEET OF AREA DENSITY TESTS ARE TO BE MADE R "AERICAN MELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW PLYWOOD DESIGN SPECIFICATIONS AMERICAN WOOD PRESERVERS ASSOCIATION eul BUILDING FACTOR' I® m A ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE W-4.0 BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TEST(8) AND FIELD BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF si DLU, TO PERFORM THE TYPE OF WOW RE(:URED. ALL STEEL WELDING RODS STANDAIDBs NATIONAL LUMBER MANUFACTURERS ASSOCIATION, NATIONAL MIN. SOIL BEARING PRES&JM� N/A Q tt DENSITY TEST(S) SHALL BE RMISHED TO TFE A(OHRECTGENGINEER FLORIDA TRUSS FABRICATOR TO PROVIDE PRE -FABRICATED HANGERS AS : �j T— MINTRILTIDN G, THE ZONING, ELEPROJECT, INCLUDING ALL APPLICABLE AND RE AND E FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM D2481-0 IREQUIFED, SHALL BE ETOXX EI.ELTRODEB. DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND IT9 FASTENINGS. SHUTTERS: NO ` 0 COIMY BUILDING, ZONING, FIECTRGW-, P-U"IBMG, LIFE SAFETY AND FIRE CODES. C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED IMPACT RESISTANT ablEIMBLY: YES Q (FG) WITH LESS THAW Q% PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED M LIFTS OF G DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET Q c�a CONTRACTOR SHALT VERIFY ALL CODE REQUIREMENTS AND BRAG ANY NOT MORE THAN 12' AND COMPACTED A5 ABOVE CONNECTORS. TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANFAGTJTER'6 IB A COINr- LOAD PAIN PROVIDED YES rl DI5CFepANcr BETWEEN THE CODES AND THE CONSTRUCTION DOCUMEMB TO THE hETAL LONNECTXOR4 SHALL BE M ACCORDANCE WITH TFE FOLLOWING ROUGH CARPENTRY: DATE FOR APPROVAL FASTENERS TO SE AS MANUFACTURED BY USP OR ARE GOMFUMPIT A CLADDING YES V # ( ATTENTION OF THE ARCHITECT. F. TERMITE PROTECTION SHALL BE N ACCORDANCE WITH SECTION IS(, OF THE FL 13UILDNG STANDARDS, A ALL BEAMS INSTALLED WIN C%JIW UP WLESS OTHERWISE NOTED. CANTILEVERED SIMPBCK DETAILS PROVIDED CODE 2004. D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES BEAR 514ALL BE INSTALLED UAT14 CROWN DCHINL THE PROJECT WN46 DESIGNED M ACCORDANCE W1H THE BUILDING CODE CONCRETE: (ROOFXIPI B5)s DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED D. LUMBER USED FOR LOAD 911PPORTMG SHALL HAVE GRADE MARC6 COMPL7MG THE MWZCT NAB MOW N AccoK ANCE wINH THE <`�•, w THE PROJECT FOR REIFORCED CONCRETE CAUL 14 T14E EDITION). (AMERICAN B 3' MMIMM BEARING B7 BE" AND GIRDERS ON MASONRY OR CONCRIM WITH AND PROCEDURES MID AGENCIES APPROVED BY US PR7CEDUR€ Po 20-84. aILDN6 COTE f&QMWfflXIl FOR RENoFGED A GENERIC: ALL CONCRETE UIOIRIC SHALL CONFORM 7o ALL RECOMMENDATIONS AND PARALLEL CHORD ROOF TRUSSES (FLOORXPCT B0)t BRACING WOOD TRUSSES C010M (ACI 30-01 (APMC N e UI INSTITUTE O !STEEL CONBiR1GTICN) AI6C ABD,91H EDITION BUILDING CODE G PROVIDE 4OX4' FOISTS OR (717'X4" 61UDIS MMP2f1 WIDER ALL BEAMS AND E PLYWOOD, PRODUCT STANDARD PS-I-13 AND RULES FOR DFPA GRADE NSIITWE OF 57M COSTRNLT00 ABC AND ION: REQUIM!MHNTS AND SPECIFICATIONS FOR MASONRY STRJCNFES (ACI 530-02/ASCE FEOUIREMElNTS OF ACI. 310. COMMENTARY AND RECOMMENDATIONS (BWT 16A HANDLING AND ERECTING, b+ B WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (HUB-SU HEADERS %I E� OTFERIIISE NOTED. 1RADEMARCS O AMERICAN PLYWOOD ASSOCIATION. FM?I L BIIIIDNG CC4E �a RAJ / AM M°EL! 5-02/TI'B 402-02). BUILDING CODE REGUIREMENT9 AND NATIONAL DESIGN D. ALL &UB81LL8, OVER W-W IN LENGTH SMALL BE DOUBLE 2'X4'/. F. MARLING: WOOD AND LUMBER SHALL 13E MACED WITH ITS GRADE MID NOR"402T 21 WILOd/ (ACT 63/-o2/Wl !SPECIFICATIONS FOR WOOD CONSTRUCTION (ANSIMFOPA NDS-Ml). G PORTLAN D CEMENT. ASTM C-50 TYPES I OR 11. LOW ALKALI, BILL TESTED AND 3•� �DINNER RECNG cam FF.auTwT1ENTA AND i B THESE PLANS AS DRAW AND NOTED, COMPLY WITH THE BUILDINGS ENVELOPE CERTIFIED. USE TYPE v X ell FOR BOIL CONTANNG SULFATE CONGEM TICS O: MORE E. DOUBLE 2'W&, SPICED TOGETHER w/ 16d'S M 5' O/C STAGGERED MAY BE USED IN PLYWOOD WITH ITS GRADE DEFECTS SMALL L ACCORDANCE WITH THE RE S OF COMMC24T AN. TION (N aAMPAAIN°Ia Rae ubw 1 ENEMY REMIREMENTS O: THE FLORIDA MODEL ENERGGY CODE CONTRACTOR THAN 02 PERCENT. CONCRETE UNIT MASONRY: LIE OF 4'X4" POSTS WERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOW 87AMDARDB. APIECE WTIH DEFECTS SMALL NOT BE USED REGARDLESS OF Rrx3aTRwTIDN (ANIInsaFa NIb.2leU � � � SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD D. WATER FROM DMESTIG SOURCES, CLEAN POTABLE, AND FREE FROM ALL ORGMNIL A THIS PROJECT 19 DESIGNED A9 ENGINEERED UNIT MASONRY. FF3C R440i5 OTHERWISE ON FLANK- G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D) EXT-DFPA, IN AGCO�ICE WITH ALL PROVISIONS OF THIS CODE OR OTHER DELETEROUI3 MATERIALS. STRICTURAL DESIGN SHALL 13E M ACCORDANCE WITH ACI 530-02/ABLE 5-02AMS F. ALL LUMBER IN OIIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE (C-W EM-DFPA, STRUCTURAL I (C-D) EM-CPA OR BiR1C111RA1. I (C-W ER-DFPA ��n a n� 0 0 E. AGGREGATE& ASTM C-33 FOR &LABS ON GRADE. 402-02, BUILDING CODE REQUIFAMENTS FOR MASONRY STRUCTURES AND THE TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED D rR(/--�1 V V �]I �J MEN V DD CAN f"-'-"i � PERMITS: F, BAND: ASTM C-33 FOR BLABS ON GRADE COMMETNTART ON BUILDING CODE REQUIREMENTS FOR MASONRY 8TRICTU M. ANCHOR BEAT - A THE CONTRACTOR SMALL BE RESPONSIBLE FOR OBTAINMG ALL REQUIRED DOORS AND WINDOWS: a 7` l J & SOILS REP TION& INSTALL A5 MC.UDED M riEBE DUGS OR A5 AMENDED 8Y THIS FINAL G. BUILDING PAPER: FEDERAL SPECFICATIONS UU-B-190. INSTALL UMDEIR ROOFING+ U BUILDING AMID TRADE PERMITS AND FOR THEIR FRESPEt21VE COSTS BOILS REPORT. B. ICE IN WALL STEEL: LAP LAP HORIZONTAL NOT LE68 THAN 4B BAR DIAMETERS AT H SE LABEL DOOR AND FRAME WITH CLOSER AND METAL THRESHOLD BETWEEN At COVER89-E SPLICE M WALL REINFORCING. LIP HORIZONTAL RENFORCINGG A MINIMA OF IB' CO TRIM AND E CAREFULLY APPLY SO A6 i0 FORM A BENEATH I IGHT MEMBRANE EACHH HOUSE AND H. VAPOR BARRIER BENEATH BLABS 70 BE 6 MIL. POLYETHYLENE. COURSE OF PAPER SMALL OVER -AP THE COURSE BENEATH IT 6' MMIMIJM. WHERE °� �I �. � I. CLNCIWM SHALL BE READY MIX F HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 AR OW CORNERS, HORIZONTAL BARB SHALL BE TIED TO VERTICAL BARS A6 THEANY E. SAFETY MAZMG: (TEMPERED GLASS) DOOR 81DELITES WITHIN 12' O= DOOR GLASS F'�'I -4 JOB CONDITIONS: PAPER O PR VEN OPENING, THE PAPER SMALL BE THE P A LAPPED OVER THE �� ©UPNI@JA a 0(3UI� ' ' F'� P81 FOR FOOTINGS I SLABS ON GRADE F 3p00 P81 FOR BEAMS, LOWMM6 AT 2B DAY& ALL. WORK '8'WD SMALL BE EMBEDDED M G,ROIJL PMACMG OF HORIZONTAL FRAM TO PREVENT THE PASSAGE Cf WATER BEHIND THE PRINTS. BffitALL 61LKA TUB AND SHOWER ENCLOSURES WMDOIU AND MIRRORS AT 1U8 MID BFIOWERB WfTH BILLS A THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID RERFORGING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE- " A4 OROUND FLOG PLAINT r.:�- � AND / OR CONTRACT NEGOTIATIONS AND HE SHALL VERIFY EXISTING CONDITIONS JOINT RENP-m NG. KRAAT PAPER AT EXTERIOR DOORS MID WINDOW FRAME& LEN THAN 60 AFF FRENCH DOOR. } CONCRETE WDRC N)ALL ACIDLY W/ THE RNOWF£TMENTS . THE ACI BUILDING CODE (ACT I ST FLOOR PLAIN Z 318/LA,TEBT EDITION), THE ACI DETAILING, MANIAC !ADM 38ALATEST EDITION), AND THE SPECS. H. ALL BEARING PARTITIONS BFLY-L BE BEGJR'eD TO ADJACENT PARTITIONS, AND G EGIiEBb WINDOWS ISHAI-L BE OPERABLE FROM THE INSIDE WIhI011T THE USE OF r�` Q WITH THE CONSTRUCTION DOCUMENTS. E ARCHITECTS RE BETWEEN CN WRITI G ON FOR STRIGIURAL CONCRETE FOR BUILDINGS (ACT 30WATEST EDITION). CONCRETE COVER G POUDATION DOWELS: SHALL NOT BE SLOPED MORE THAN OE HORIZONTAL TO .x.. SHALL HAVE AT LEAST A IXAlBLE STUD POST A7 ALL QOB, CORNERS AND EACH TOOLS iFE1' SMALL PROVIDE A GEAR OPENING OF NOT LE66 70' WIDE, 24' HK,F4 AB �N®G ILCDLDG`d PLl^�RN i'i LK DOCUMENTS SHALL S BROUGHT TO THEMITTEDORATTENTION T M WRITING FOR FOR REMOWING STEEL SMALL BE AS REQUIRED BY THE LATEST AAI SPECIFICATIONS. 6 VERTICAL TO ALIGN WITH BLOCK CORE. SIDE OF ALL WINDOW AND DOOR OPENINGS. AND 5.1 SQUARE FEET MINPIM ARFA THE BOTTOM OF OPENING SHALL NOT BE MORE Aa TRIM) �i'rILOOI3 FLAN THESE• p � >. NEGOTIATED B BIDE CONTRACTOR SUBMITTED OR CATION F THE CONTRACTS WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-1IS5, LNLE88 OTHERWISE SPECIFIED. , THAN 44' ABOVE FLOOR AND LATCH AT 54' ABOVE FLOOR (MAXIMUM). Aq �N � i NEGOTIATED B7 THE AONtRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF T4ELAB D. CLEAN OJT OPENINGS SHALL EC PROVIDED AT BOTTOM a: GROUTED CELLS. I. FLOOR SHEATHMCc HH2 iHIOC STANDARD PLYWOOD SFE,4IHMRG, EXTERIOR GLUE, nS rIRO INIVISHOE ELLVtg179O N S f SU SAHp CONSTRICTION DOCUMENTS WHERE SUCH INTENT 16 IN DOUBT. BACKCHARGEB WILL PLACE FABRIC 2' CLEAR . ALL TOP OF THE STEEL L BLAB ON GRADE LAP ALL WSF A SEAL- AFTER CLEANING AND INSPECTION. C-D GRADE, 4 PLY, MDEB 24/0, APA GRADE TRADBMANKED, APPLY WITH FACE D. WINDOW W ITS SHALL DISP. LABELS SHOWING COMPLIANCE WITH THE FL ENERGY. CODE q f B✓fGT ALL q —X NOT BE ACCEPTED. MILLET OF b MOE6 WHO, ALL REINFORCING STEEL SHALL A MAN.. FROM HIGH STRENGTH ABI MBINR, B. IF.H .I?M/"A1rp c�lydl� CU/qf T MANY 'CFCs f l BILLET STEEL CONFORMING TO ASTM DESIGNATION A•615 GRADE 60. LAP ALL BARB E 1HI9 PROJECT 16 DESIGNED A6 ENGINEERED IdNli MASONRY. STRUCTURAL GRAM PEf�PENDICULAR i0 SUPPORTS AND STAGGER JOINTS PLUMBING PIMURES: AliI R9 BIl9lILC�O�C� �EC�40L�P9 A MAYBE O BYfIfLp COAgfC f D w qK B DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRaPFHILCx MNMM 48 OIA UNO. ON DRAWINGS. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI DESIGN 6HALL BE IN ACCORDANCE WITH ACI 530-02/AWE 5-02AMS 402-02, J. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRCATED A ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION A1'I fT1L011L I) I(RR� ��Q,'if10IM� FH ,$ O cogo Nf CfSS 1HSPfCTC TIONS 3ry DO NOT SCALE DRAWINGS. RECOMMENDED HOOK5 UJNO. BUILDING CODE PNEQUIFgT1EN75 FOR MASONRY STRKTURsES AND THE STEEL of THE TYPE MDICAIE7, NAILS TO BE THOSE fUWNIBHED OR RECOMIIETDED a LYWITy ARY/H C qS ty LL G F WOW IB BEING PSEFOR•ED IN AN EXBISTMG BUILDING AND / OR AS AN RE INPORC ING STEEL: COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRICTURES. B7 MM EACNRER FOR TMI8 SPECIFIC USE NAILS SMALL BE FULLY ORVEN IN ALL MOTION AND DETAILS �� � �r Aor � �u��� ALL APPL SC ? t AT � _ } HOLES IN THE ANCHOR ALL HANGERS AND ANAF4M SHALL BE GALVANIZED. n ,.' ADDITION OR ALTERATION(6) TO AN EXSISTNG; BUILDING, THE CONTRACTOR SMALL A ALL WOW SHALL COMPLY WITH THIS RECIIF'J:TMENi5 STET FORTH M THE *MANUAL OF ALL DETAILS, SECTIONS AND NOTES SHOW ON THE DRAWINGS A� INTENDED TO Lf cc0 VERIFY ALL MISTING, CONDITIONS WITH REFEWNCE TO ARCHITECTURAL, STANDARD PRACTICE FOR DETAILING KWOF42D CONCRETE STRUCTI�ES' PUBLISHED BY F. MASONRY UNITS SHALL BE ASTM C-E10 TYPE 11 WITH MNMUM COMPFiES51VE K PRAFTSTOPPNG IN FLOOR AND CEILING ABSEMIBLIES NOT 70 EXCEED IWO 6,F_ BE TYPICAL AND SMALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNO. CST GARAGRd LklLFPC TI IR IC PfLANk 4. STRICIURAL, MECHANICAL, AND ELECTRICAL SYSTEMS ANY DISCREPANCIES THE AMERICAN CONCRETE INSTITUTE, EXCEPT WERE MORE EXACTING REQUIREMENTS ARE STRENGTH OF 15M P51 ON NET AREA OF INDIVIDUAL UNITS. ALL CMJ SHALL BE N ATTICS FOR AREAS OVER WOO &F E2 UST FLOOR ELGr ( 1 ROC( PLAN BETWEEN THE EXISTING CONDITIONS AND CONSTRUCTION DOCUMENTS SHALL BE SPECIFIED IN THE CONTRACT DOCUMENT'S. � LAID IN A FULL BED OF MORTAR IN RUNNING BOND UKO. ALL REINFORCING L FIFEBLOCKMG INSTALL IN CONCEALED SPACES BM14 VERTICAL AND THERMAL MOISTURE PROTECTION' GG3 2INI RI)S FLOOR`$ LLLC)'HIC4 PLIA1k o < BROUGFR TO THE ARCHITECT'S ATTENTION IN WRITING PRIOR TO THE SI MI881CN O B MMMM GONCFETE COVERAGE OF REINFORCING, STEEL. STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL HORIZONTAL, &UCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, A INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FLORIDA MODEL �fi'H T OP fPP Fume P(I g _ _ (AID FI .� BIDS OR CONTRACT NEGOTIATION& THE CONTRACTOR 9F44LL GOORDMAiE AND •SLAB ON VAPOR BARRIER 11411 CONFORMING i0 ASTM DESIGNATION A-615 GRADE 60. SOFFITS, DROP CEILINGS, COVES, STAIR STRINGERS f10P AND BOTTOM) ENERGY RODE, SECTION 9. MMMUM OF R•5 BLANKET INSULATION AT ROOFS AND R-II A7 �' �� SCHEDULE WORK BY TRADES, SUPPLIERS, SUBCONTRACTORS AND OTHER PROVIDERS • BEAMS Am COLUMNS 1 1Q " G. ALL MORTAR SHALL BE TYPE 5 M ACCORDANCE WITH ASTM SPECIFICATION OFM7NMG8 FOR VENTS, PIPER, DIJOTB, CHPtEYB, FLOOR JOISTS OR TRL58E5. FRAME WALLS. R-42 CN MABOJIiY, UNLE&6 NOTED OTHERUSE PROVIDE THERMAL F. U LIlWM LVCi &I..LEO II', NWSLNS �' Z TO INSURE THAT THIS WORK, WREN COMPLETED WILL BE M ACCORDANCE WTM THE •FORTED CONCRETE BELOW GRADE 2' C-2T0 WITH A MINIMUM GOMPFE661VE STRENGTH OF IWO PSI AT 28 DAYS. NO INSULATION AT ALL EXTERIOR STUD WALLS, EXTENDED HULL HEIGHT OF WALLS, FITTED ' INTENT OF THE CONSTRUCTION DOCUMENTS. • USOR'MED BELOW GRADE 3" TIGHTLY BETWEEN STUDS. VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED b l =I. fl 0 G IJ'W,RII.)'r o UHAL RHMkII TM • FOOTING 3"CLEAR AT BOTTOM 4 BIDES 2"CLEAR OF TOP TE5TMG FOR MORTAR STRENGTH IS REQUIRED FOR THIS PROJECT. AGAINST FLORDA MODEL ENERGY CODE AS SUBMITTED.' D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL • WALLS 2' CLEAR OUTSIDE FACE,1 IRE CLEAR INSIDE H GROUT SHALL BE A HIGH SLUMP MIX (W-11") N ACCORDANCE WITH AETM SHOP DRAWINGS: 1� MID NON-67RUCTUR.AL MEMBERS DURING CONSTRUCTION. • BLAHS 3/4" CLEAR AT TOP (INTERIOR), 11/4' CLEAR AT TOP (EXTERIOR) 5PECFICATWON C-416 HAVING A MINIMUM COMPMOSlYE STRENGTH OF B TILES -XL BE AS SHOIW ON DRAWINGS AND AS SELECTED BY • BEAM I In" CLEAR TO STIFSdPB F TFI CONTRACTOR SHALL SUBMIT THREE COPIES S ALL BNOP DRAWINGS, ALL WORK NEl.E6SARY TO COMPLETE CONSTRUCTION: • coILUMNS I W" CLEAR TO TIES 3�00 P61. NO TESTING FOR GROUT STRENGTH IS RtEQUIfiED FOR THIS FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECTS REVIEW PRIOR TO ARGHITECTIDE8IGNlER gi A IT IS THE PURPOSE OF THESE PLANS D SPECIFICATIONS TO DESCRIBE A G REINFORCING, ME5H ON -GRADE BUILDING SLABS SHALL BE ACI-31B ELECTRICALLY i PROJECT. FABRICATION A✓D � a: THE WOW, MBiALLATION SHALL BE PER MANIFADII�R'6 RECCPENDATION6 AND FLORIDA AN� # COMPLETE AND FINISHED PROJECT OTHER THAN I10M9 MARCED 'TLIC" (NOT M WELDED WIRE FABRIC, SHIES AND GAUGES A8 SHOWN ON THE DRAWINGS. I. PROVIDE S GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE BIUILDMG CODE 2004. Ma`` n OB CONTRACT) ONLY) AT EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. B C,FHIE'T SUPPLIER SHALL PROVIDE SWOP DRAWINGS. AT THE COMPLETION OF THE UDR( THE CONTRACTOR SHALL FI RIBH A ROOFERS C V U V S U LT /O\ M TD D. GENERAL SEMI NOTES: WRITTEN GUARANTEE COVERING W0001 041P< MATERIAL MAMEACTURER8 u �l t�--v u V J. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INfiPEL'TED G WINDOW AND DOOR 9U'PLIER SHALL PROVIDE SHOP DRAWIKGB. CLEAN UP /REPAIR: U SCHEDULE HOOPS OR siIRRIJPS SHALL BE PLaoED AT EACHI TEND O BEAM UN.O. ciAaRAN11f FOR REPLACEMENT OF THE &NINE AT NO G06T TO THE auINER WITHIN D d t E 4I 12 /P 7 1 RC3 2) BUNDLE ALL STR BEAM TOP BARS M PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ. BY A QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOADATION. IST WARRANTEE PERIOD A THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRAM, BEAM& AND 2ND CONSTRICTION SHALT- BE IN ACCORDANCE WITH THE FLOOR DEBRIS, AND SHALL PROTECT ALL ADJACENT WOW, FROM DAMAGE, SOILING, PANT 3) ALL TIE BEAM REMFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STR BEAM PER TIE -REAM. "SPECIFICATION FOR THE DEISM AND CONSTRUCTION OF LOAD No. O f Ji'li; 5- 2 ' � OVERSPRAY, ETC. ALL FIXTUFiE5, EQUIPMENT, GLAZMG FLOORS, ETC, SHALL BE LEFT STANDARD ASTM BENDING DIAGRAM BEARING CONCRETE MASONRY' PUBLISHED BY NATIONAL CONCRETE CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. 4) TIE BEAM DEPTHS ARE MN AND MAY BE MOREABED (8" MAXJ TO PIT BLOCK WORK AND MASONRY ABSOCIATIOK _ B THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED B7 WINDOW AND DOOR WADS. B THE PROM55 OF CONSTRICTION AND SHALL FINISH ALL PATCHUO03 AND REPAIRS 5) DROP BOTTOM 2 OF I BEAMS, O REQUITED, So WINDOW 4 DOOR HEADS (28" MAX BEAM DEPTH) 4 ADD 2 S BOTTOM, F DROP EXCEEDS B UNO. ON PLANE. TO MATCH ADJACENT AREAS AND WWACES 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MN INTO ' SUPPORT UND. s %r--3 3 I � 1'I gel S67'08'22"W WATER50NG h 178.34 WAY �. 11 S65'31'36"W A N65°57'19"E 197,67' /�.� 19.13' I I Q NO �� N 1— 4 sus., sw N4 OT ° o Q O ¢ 28e /Rc Nq r98�RK a N T �'s 1 No ' WFR Pq IZR _I .y ° S 65'31'3 56 129.33" t -- 11 - k5, - - - --- --- N II --- —R� .. N$� / � _�a6. ---: �66 ------ II-.k1ti5� -- --k�� yF c N N) a o 8,67' PROPosE i0.33 o I I O R UMc C PROPOSED J ADF �® o m r CO N PROPOSED BEACH.. qp, p 1 vl U) I'�'I N rn '� COVERED FOUR STORY TERRACE �I I N IL_YL. W.I I�TI ✓_ �.OD NTR�h� RES UENIOE 66... N1 w I,4EI, -�P � 1 C)- �, 41 6 x60g ^IIpt Oa,� 01 LO ES /�� 5�bi > �6 6 �� T Ix1� 0 ka —1 00, ZOO STRU TU�AL `Q e `�Bd i15_\ 56 m W OIIo o� ME BE!R % e cooc° ;1 co C) r-'Im D ELEV.-15.73' gcgNr o coti'S'C q< 1 < 68.6' 1Il_3 3' 1 00 F�oRo o�e NF 5EAL g !! I � � a- � i I z m LU C � Z <oM�gN yXiyq r c F ,M CgTF� 2, qTF I�IIII'' z FR,o /y/cH FF U�q 79,98 ' x -- o<q r/ hlq T R y 0 IIII III IIII _ I °� FR p/NF '2006 ul� uuul Z ooN qs OF IL o�B gNO FO e Z x _ 700(g, g N u u - - -- --- - ---- -- - Q 00, QC�•9 p , - " A �. a ti (/q „} 5° 5k5 N 65'31'36 E 556 129.03 55 5.; _ �� x6 xti o qV� oN y LU 5 I O 6 'h T/ O / 556 N CNT UC 42 B " R FR F °NF 4 /RC v cV (c. Rp ri �.S �q $ $. ° " TFR PFoes L - - — — w o 28e b0 z FD Sfo� I gCgN 1 I ._ .. T) N IIII III IIII S i'sae S qpp l .�� S65'31'36"W \ Ns9°ss'as"E R �R cso F4FVRO�/M \ ss ^� S 33 TF 3F V—170.39' sa so' Nq �a q 9 8q� h/ c Z R 1 m � T— T— UA F THESE o ^ or) ARESUBANSANDgtLPgOPOSEWORK ^u LL h1A0U/q fO BYFIELANYCOgRECTiOD L YBE NECESS D INSPECTOgS NS LL 0 COMPLYWITH ARYIN ORDER TO THAT 0 U STREET ADDRESS ALL APPLICABLE CODES. U ui I WATERSONG WAY � � 0 Z 1 LEGAL_ DESCRIPTION II � Being all of Lot ;42, according to the plat of WATERSONG P.U.D. PlatNo. One, as recorded on L October 14, 2003 in Plat Book 42, Page 34 of the — Public Records of St. Lucie County, IF-lorida. < z I I � I I — I fAdft Date 4/11/01. RCa No. of 8hts. 26 0'p'( ILESC,4L 1/1� LI _III I _ 0 I 4 I _ D I )�$ I II E Q HE 9 9 T-4" 15'-4" EXTERIOR SHOWER VERIFY LOCATION m INDICATES WXS" FILLED CELL COL. I/ 1 5 TYP. C2 ca - o O O 01 0 O o O O 1q O O 26'_ x FRANGIBLE WALL TYP. � G2 CB � C2 C& r., C2 C2 38'-0" � SEAL bill 8xa FILLED CELL W COL. W/ I-v1 .r fi 2-w1 •CENTER s � b— .. _.. OF COL. '_mn 1-01 THRU LINTEL . T— AB ABOVE � s c�a GARAGE COL. DETAIL � Z g > E w o L N C2 ' - G2 O 101 -O 01 O 01 O O O O 101 O O It LOBBY FINISH FLOOR • z v v 'r ELEVATION z \ 5" THICK NON-REINF ORCED SLAB ' ON GRADE Wit 3 DEEP 6AWGUTB • _ i I-4 n 5'-0" O/C:EA. IA NO PANEL Boca FILLED CELL 28'-a" -411 TO EXCEED -8811 pai_8n DETACOL.IL I-r I, SEE !LI 19 C2 CI CI . P SLOPE — — — 8x12 FILLED CELL ca COL W/ 3-01 BEE T� L -. TO kU TS. COL. "a T DETAIL 5i_2n 2i_10x �'_2x ;1 b, 2x i m OI 22i_bn 24 -10' ® �J it i I LOBBY FINISH F�:OOR • o � T ELEVATION y- '-®" 4L i D E R 1 U EQ TR _ EN „ .� TM � � � STORAGE FIN FLOOR _._._... ..__.. � ..:... t' - d RM i m E ELEVATION ®' 6' COL.2 8 3 12 `a — — ® G2 w FRANGIBLE C2 GT _ WALL TYP. �? NDI TES.B"XB" FILLED Z CELL COL. IIU 1 5 TYP. (�U -.. g _ -- 24'-10" 8'-0° T.S. COL. r 221-0" 31_101, IN m v4 .___ C5 O O O o �I o O O O -M ialO 101 or- C2 I C2 c;2 C2 C2 C2 INDICATES b"XW FILLED - �T--- CELL COL. I/ 15 TYP. %e fT1 �t arp4,% I+I LL gCttoA G(Pgo n Lm 0 �ggFpTDwOq B NHSFK t LL F_011 3'_9" 19i_0x 2'_8x 31_111, 58'-8" m"I 12'-0" UwLIU 0 LLJ Z11.011 > 10'-01, x� � C41 W llL > ry Z I � � BILE COPY # Date 4-11-01 ! 1RCx: Li No. of Sht6- 2& � � E ti g A 9 o� H 91_ I II 5-4" EXTERIOR SHWR 1B'-m" se' -a„ is-40 68'-8n TH ESE PLANS AND ALL PROPTID SED WORK ARE SUBJECT TO ANV COR REQUIRED BV FIELD INSPECTORS THAT MRV BE N10156ARY IN CRG6w TQ COMPLY WITH ALL APPLICABLE CCDBI 19'-1" AREA CALCULATION' GROUND LEVEL A/C AREA 440 S.F. 1ST FLOOR A/C AREA 1766 S.F. 2ND FLOOR A/C AREA 1597 S.F. 3RD FLOOR A/C AREA 779 S.F. TOTAL UNDER AIR 4,582 S.F. GARAGE/STORAGE 1395 S.F GRND. FL,. TERRACE/ENTRY 357 S.F. 1ST FL. COV. 377 S.F. 2ND FL. COV. 358 S.F. 3RD FL. COV. 173 S.F. TOTAL COVERED 1265 S.F. TOTAL AREA 7,242 S.F. 4/4/D7 g U Q Z ( l L g ULu r w � � z JOB Date 4-I1-07 TRG L py a No. of 5hta. 2�0 '� T9'-m° I_0i 9'_411 681_8" It SEAL 8 � � m gy e m 6� S`Y.��pING PROVIDE AN I"71NDp ITH EGRESS W WITH A NET A OF 5 Sq F% OLEAR OPENING n o uL FOR 5 7'G. FT. FOR UPPER F ROUNO FLOORS � tu SHALL NOT BE LESS LOORS, OPENINGS FILL N:,7T NJOR THAN 2E H OR 2G'W _ THAN 44" ABOVE FIOR, w (2).2650 S.H. 2040 S.H. io (SILL is 36") = _ _ = CSILLm 48117 _ m -- HB C� TUB WO L,$v 8• 43'-6" 2'_8ii ® 4° I3'_m 8" O COOKTOP/MICR. 4" 3'_8" C4 TY B. ABV. WINE (9'-m" CL FJ 0. 0 y C KITCHEN 2480 d450 9J MI BN I'M � o BEDROOM 2- a 1: 2"HIGH .. ,_ ---- - ;, nl ;. i :Id III _ P NT it �� i I - Y i WC 4 "6 n �� i ii 4 4 -4 "'I 4' — (9'-0" CLCsJ _i — — COUNTER ,, , - ( \ / % fl L.�i 71 I REFs IIII �. Y _ TS: C L. 268m _ /C CH SE _ Y "' O s m - �,,:. .. tIp IT a "8'-01, N — all 29'-b" oil T.1011 4 7" Gov. Poir14 �° FAMILY RO M M T.S. COL. 9.. ELJE 2880 x0 all U.L. APPROVED RES.0Z (10'-0' GLG) El VER SELECTION SOFFIT ® .S-0 112650 .H. DN m (9'- " GLCs.)(SILL B 36IN 42".HIGH MTL RAIL m 13i_®" VERIFY SELE TION '•g0 FRENCH 0 8" [ i811 411 31 bll J v '-I®" UP RISE 4" 1'-8" g" 0 �- � (2) 2 TS. COL. W/ ;" ...... "' .. �+ 9 _ O w WD. GASING — _ J .+ N N .m" MINING T.S. COL. OF � ® IL STUDY SN r �. GH:WALL :. C10'-0° GLG.J ® w lu > TY . u" ,U� 1. _., 8 " 268 .p ,i REF. B.B.Q. n 8 18' 4" .r '. - gn a 13'_0" 4" T.S. COL. : 12'_Im" 4" m'm 4" 8'-i" F 21 6" 8° 4'-2" 2'-8" ,. �. ,!,.... m 9+_4"IM o (O 1— kk LL 2650 S 2 5 S.H.I. m (3) 2650 S:H. Fu io m ap. 2650 S.H. v SILL 36 L o 3611) (SILL o 36") (SILL ®36') T.S. COL. W/ WD. CASING SCUPPERS AS NEEDED TYP. WHERE SHOWN NDR1t ALL PROPOSED FIA NS AND ISO COTRNT S THESE T AN TTO Y CRCnT ARESURBEJDEC BF1 E0 1 U -0R Q 1N S. RE RY DE LE CO MAY BE N tA� ApPLiCA3 Will CO1dP1.Y 16 -B' 9 -b" 13 -3" 13'-1011 5.511 3.211 4.211 2 _gii 9 � �n g 2� Nm cv N 8° m r .i i II�h i I ♦�II ®I )y I I r � mom m_ �{ m 0 0 Q r- >r � 0 c ) k� 41 F L- 14 � W 1JJI � IK Q C11 I UJI � k 0 JOB � Date 4-11-01 RCx No, of 5}7ts. 26 FiVEcol?'( x 9 4 �r V_4n EM T-411 rier'l 2650 S.H. 2040 S.H. 2040 5.H. (2) 2650 S.H. 2040S.H. (SILL m 36') (SILLe 4811) (SILL® 4811) _ _ (SILL ® 3ro'') (SILLe 4511) cl o —— - e _ 9 _4x 8x gi 0n 4ALA n 51_8141¢' IRVS'. UJC¢i' 1 ¢' gx 26 o R',0x 4n bn 4n 5'-6" 8° 14' Y" 0 HWR V ® ( SH � 4" JI i ? •a' TS. COL. 2660 BD � — —� m e N m ° cilco UB a s MA T. BATI-4 o e We BEDROOM n J �__42" HIGH MTL. RAIL t �17 INEN MCPOST. VERIFY SELECTION I --I — 'a'T �' 4 B TS. COL. .STAG Fo m `P 3 r HBO v CWA E4r' W'd'SH RYIiu 2v �... 4n 31 m - 4n--- e — - - -- 2SB0 MC 181-411 bu 4n 9'_3n 4'-I@" 4'-10" B° Idl-®x 8 2S6 GOV. TERRA ® 0 ..... ' 3'-3 = fl UP 18 RISERS I I •f GE I I m •T3" EA. T.S. COL. 8" E (`x (T4G GLG:) '' v 10" TREADS ON 20 RISERS 6.S" EA. 2- 090 .r ar . .. It w 1"IAST. BDR OM ;� = A 2660 r -------------- ® FRENC 0 cLG. � r X7 0 Z N :�.:. C9'-6" LG.) T.S. OL. W/ LLJ iv 11�ry WD. ASING 0 LL TS. COL. T.S.COL. _ N OPTIONAL _ = �- r v U1. APPROVED FREE _ W�I-G• n � . — . — . — 42" NIGH MTL. IL E GAS CT. TL SS Q° Q° ELE vE E - - — VERIFY S CTION 9 FIRE PLACE, C NTRACTOR C9' 6 GLGJ POST. VERI LE ip TO VERIFY SEL GTION 4Ld" , +. a i_5n I -0 I - _ _ _ '-5° 4° I3'_4n 4" R'-1 n 4° II -10" s 0 b'-10" V-4" b'-8n 45'-b" io 2660 S.H. (SILL 9 5'-0" A15V. 15T LIVING FLOOR) SEE ELEVATION � Q n � � m 9 WINDOWS h'00 aD OF S SO 6v{r/i A N OVID ry�r Q �" Sy uQ FZ. FOFT FO,9 GROUND (3p00,ts ' a m SI ALyg�l�Or NOc°pEe�,� /�ROU[Na ,� el>I°G lw.✓�' Rlp46s'C� t"ol ®RJ 4®C)/7 y m V \L4 � 8 bl N� r/yAN 4 So E 0,,� 20 1w > � o � 7 w T.S. COL. W/ WC). CASING OPOSEDwORK Ng MID Ny P©RRECTIONS pRES� EGi 10 A C PECJORSTNAS F1EI.DVNNORDERZO DE`�' REOUIR N �'SpRAPP�ICAE+�ECO OBE cMP1.V v n v cA e j a m a dJ s 0 i .0 T.S. COL. WRAPPED W/ WD CASING 13 BII 41_be T.S. COL. .) WRAPPED W/ WC, CASING 12 .9 42" HIGH RAIL ' 2-2668 VERIFY SELECTION FRENC B11 4L , all I OB RV. T.s. COL. p GK WRAPPED W/ WD CASING all T.S. COL:'" B" W-62 WRAPPED W/ WD CASING' — — A/C '3 42" HIGH RAIL W/ VERIFY SELECTION � ®II 41_211 l9'-0" 31'-B" b" 1.411 iu m SCUPPERS THROUGH ROOF AS NEEDED TYP. WHERE SHOWN. FLASHIN _ = o ROOF/BALC. AS RE [RED i e 2 X 8 WD STUD BRG WALL er 2 X 6 STUD BRG WALL 4❑ 40� a Ir." O.C. W/ R-11 INSUL. TYP. - s 16" O . W/ R-II INSUL. TYP. - �0 o I n B n e 1 ACCESS PN 4 2 -0 4 i . l 4 n x 0 b' TS. COL. I 141.4 y� WRAPPED I / n WD CASING 2 X 6 WD STUD BRCS ALL — --- — -- - 161, O.C: W/ R-II INSU . TYP. 70 n 24"x 0" ATTI = 36" HIGH STAIR T.S. COL. ' ' A CESS `p RAIL, VER SELECTION 2668 CAS / Ln WD M,45TE OFFICE 4" Ib1-4e (e n 31_mn cLG.) 411 B ,[ � 4 a aHu FRONT ��r. �A m CAE. -- - v = "3 o 42 HIGH e IMF. �"�: 8 PEE SCUPPER AS F N NWA EED 14 = e _ HcT 4 V v 4 11 5 -B 4 1 II 5 -4 2 X 6 WD STUD BRG II 4 366s m 16' o c. w/ R-n INSUL. ALL rYP. II b 1 n � 3 -b � o wRA w/ WvRA ING 2668 .. cn m ACCESS PN11 -' -17 a I6" O.C. W/ R-II INSUL. TYP. T.L. • 16" O.C. W/ R-II INSUL. TYP- 2 X 6 WD STUD BRG WALL ❑ ❑ WRA�ED W/ 2 X 8 WD STUD BRCS WALL WD CASING e 3V-411 8" 3'-0°" 4'-0 SCUPPERS THROUGH WHERE SHOWN. FLASHING B ROOF/BALC. AS REQUIRED m m 5.-211 31-41 p 31_0" 3'-b" r'2 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 24'-011 SCAL3 1i4" r } :E . &v Q (n L P II ('n III II LL II_II_ Z Q 5 i � S � I �r r 4 N w tL LL ➢u LLI ffi LLJ L _ 1Amil L 1f) O I Joe 0 Date 4 11 07 Rr-x No, of 8hts. 20 P FIL � Q V� I � Q 01 9 m r N 0 c Z ANDING SEAMMETAL ROOF __FST -- j ---- - ------ 12 12 STANDING sEAM a TOP OF BRG PLATE +42'-0" METAL RPOF TOP OF BRG PLATE +42'-0" � fv .� . � III LL LLTOP OF TIE BM. e + 38'-10"+/yam G G.. - TOP OF TIE DM. ®« 3 ---- - - Z I DEC. WOOD— (� SMOOTH STUCCO ,, OUTRIGGER INISH (TY ) G. woopP. 42" METAL RAIL oUTRIGG@IR _ 1LIL VIER SELECTION E T '� 3RD LEVEL T.0.7$. +34'-0 n _ _ _ - 3RD LEVEL PIN FL. «3_ 4 -0 - - — — - - - a IS y bMOOT+I-STUCCO- 3RD LEVEL T.O.T.B. «3�Z'-6 �__-__ _ _ 2ND LEVEL TA.T:B. +3 _ i /// J N- . FINISH (TYP) DEC. WOOD DEC. WOOD w '°.. OUTRIGGER OUTRIGGER o f z > RAISED STUCCO BAND 12" a (� w 42" METAL RAIL - TF : x VER SELECTION 42 METAL RAIL _ ...-- — RAISED STUCCO 3RD LEVEL T.O-TB. +23'-0 : 2ND LEVEL FIN. FL. -23 -0 = VER SELECTION-BANB--- . - � � � II II�IIIIIIII II— yl _ :=s _ 0 2ND LEVEL T$. «21'-b _ JA .'SMOOTH _ IST LEVER �. TIE BM. +21'-6" FINISH (TYR) CO - - - — — - DECORATIVE y, ", - DEC. WOOD SHUTTER W ICI OUTRIderp , 1 °ate _ - . , IMULATED HOFIZONTAL Z. AP SIDING ....._._..�... SHUTTER A___' t' A A SIMULATED HORIZONT CO .. .. LAP SIDING C I 42" METAL RAIL ..- ., ,., v,�,. _. - BANDD STUCCO Qa IST LEVEL, PIN. FLR: +11 -6 ' VERSELECTION ... +11'-G [m '- YY 2ND LEVEL PIN -FL •. -' GARAGE TIE +10'-0° GARAGE. TIE BM. ®«I0 -0' h 0 r - - - - — r- ELRVATION +I1'-0" NG.V.D,A- tl,:. DECORATIVEDE _ BRQCKE� 1-®° U0. BRACKET ®.. .RAISED sTu(:;W - BAND Ib -_ OAO SMOOTH STUCCO RAIS- Ul .. FINISH # I. GROUND FIN. FL0'-0 " GROUND FIN. FL 0 - _ GROUNO FIN. FLR 0'-0 n e GARAGE FIN. FLR-1'-�-0"vA�� R, GARA(U FIN. FL -.0 NGs v - ` .0' N— 'C'� [If FIN. GRADE FIN. GRADE 6.046.P' AJ-1S.L.=FEMA MSL: FEMA � J CONTROL LINE N- 0'-0" NG:VD. i L *EE F: T E-E L E VAT 0 R N 7 SE L E A 7 10 > Lu tv a _ pssD ZHESs�e�ec5 F��� \Nsp�cSEA�p s WIND PRESSURES 9 pp0 p0E P��p\0D�tq.VPpQ\\OpB��p It Vw\7NA\ A +53 -58 JOB COS@\ B +53 G +51 -55 Date 4 11 �� RCs p +51 -66 No, f Shts. 261 E +40 -52 F +40 -60 G +45 -50 N +45 -55 % O I LE copy r _� o SEAL Lu I c �q� STANDING SEAM METAL ROOF - MAX ROOF HEIGHT ' ------------------------------------------------------------------------ ----- --------------------------- _ _ '., ------------------------------=--- III ---------- -----`- - �i --------------------------- it � ----------------------- ------,.-------------------------`-------------------- -- 17 STANDING SEAM T METAL ROOF 12 lF 35' 0M" MAX AN ROOF c� E --- - - ROOF HEIGHT _ _ -_. - - -------- ----- --- --- ---I _ _ AN --------------- -------- - ----- ----- ------ 3RDLEVEL TDTga42-0"�__ ----------- TIE ;. �a�� IIIIlrIlIlIlIl_IIIIIIII (�� —%✓��-11 C�e61p BEAM o +38'-10"+/- N Q lUl-DIY C IL OUT IGGER METAL 12 VER. SELE CTION RD LEVEL FIN. FL. +34'-0". - J. - - -._ - - _ - - - _ _- __ - -IL _ - __ - - ___ - - - - _ - - - - - - �. -� `hRD LEVEL FIN. FL.+34'-0" g -� RAISED STUCCO z ND LEVEL TD.Tb. +3T_6". BAND FINISH NSH T UCCO �. d-- DEC. WOOD OUTRIGGER RAISED STUCCO ® u# 0 O O i?i BAND ILIz LJ--J1 METAL PAIL + -� ND LEVEL FIN.':DOR VER SEL 9ND LEVEL FIN FL. 23 -0� _ - IIII IIII IIII SMOOTH STUCCO' T�y9 LEVEL T.O.TB: +21 6 y.,,.: - - - - "- - - - _ — FINISH-fTYRT SHUTTER DEC. ' - - RAISED STUCCO � '.: „"�, SHUTTE 3 BAND _. B NDD STUCCO SIMULAD H RIZOW'1`AL` _t; ,,,.� M6 r+L RAIL T FI F +II'-b .:,, LAWAMNG ( YP.I 9ELEGTION - -. _______ _ - -__. ...._ - - - - - - - _ - - _. IST LEVEL FNI: FLR +II'-6 _y IS LEVEL -LP- �:. - - - - - - ":- - - - - - - - - - - - - ---------------- --I--- --=-------` ------------ ------------ - - ---- -- --- ----------- ---- - - `-------- -- ------ --- -`----------- ----------------------------------------------------- - --------------------------------- `---------- - -------------- --- ------ --- - -- -- - -- ---------------------- - ELEVATION +Il -0" N.G.VD. �. • SMOOTH STUCCO SMOOTH STUCCO g Q •FINISHTH ST.) FINISH (TYP.) r - w O O RAISED STUCCO A A BAND ROUND FIN. FLR. 0'-0 " --_ - _ ________ GROUND FIN. FLR @ -0 _ -_- GROUND FIN. PLR 0'-0 ®.. F- UL--_ --_ --_- -. _ ._ .e I V A E FIN. FLR.-I'_0�� L. —_ i � (ELEVATION +8.41 NG.VD.) c PIN. GRADE ~ < 6D' AM.5.L.=FEMA U q-I REAR ELEVATION � Lu I i�`IC�Ht ELEV14TION s��.L_E=. 3„� s ,�_m„ SCALE: 3/16" . 1'-0" CONTROL LINE +0-0" NG.VD. g Q ___________________________________________________ _____-_______________i___________-------__.______.________________________________________________ _______ _____.______________ _____------_-_______-__-__-_____________________ _-_-_____-_ _-____-- NS pND A41 PFOPOSEDWO CD pOPPE0j10NS iHESEPIA CS Zp ANy SiNAt DC gSUBJE lEUD1NSPED'� piG � PA P E Q D 9y pR ES. REau1�E poa WIND PRESSURES 00 ES PILL V 1 p 1E n CpMPL Z — -5& . B +53 -ll p +51 -66 JOB # E +48 -52 p +4& -rom Date: 4-11-01 IRS +45 -5mINS E4 +45 -55 A No. of Shts. 2( - I I 'n p I g opMEN II CONTROL LNE REV. ;i NG.V_D) osEO NCO- \ANS r�PPE®P SSF\p� ZpR�s\1 Ea � F\E\.D�NN 0 pgP� CCCEg, PEQ�\ � NgCgggpP p?PWCpg4E COMQ4,�w\ZH �' r m 3RD LEVEL TDSP. 442'-0'2 3RD LEVEL FK FLR . 2ND LEVEL TIE BENS. +32'±4 2ND LEVEL PK PLR R. Y-W IST LEVEL TD.TTa ar-&" I IST LEVEL PK PLRPLR A GARAGE LEVEL TDSB..I®'-®� LOWEST STRIGNR4L R (ELEV. 490 NG.VDJ GRam FRL FLR ®. 0.0 . GARAGE FIN. PLR 1'-0� (ELEV. 41.41 NNG.VDJ _CONTROL LME NOTE: REFER TO STRUCTURAL SPEETS FOR FRAMING AND BEAM INFORMATION tIto LLB �. SECT IJOS Date 4/I1/01. Rrl No. of 5hts. 2C 0 py Ubw F ) FLOOR_#34'-0' _..... �ELEV..42,41 N&VDJ ��FR17�N1) FLOOR +73'-0' ._ _ v (ELEV.43L41 N&VDJ ����FIN����IB7��FLOOR (`ELEV asi WC VDJ ����LOLLEB7 87RucruR& MMER _ _— (�41 W NG.VDJ FLOOR. +73'-0' �IELEV..31A7 N&VDJ TO�P O��F T E_aEn_M 421--6' ELEV..7391 N6.VDJ oec morn FRL 18i FLOOR 4-6' emam snr "am TTr. im u a u� a'. I'I Y ly ®III Y� 1 d 'I 91 ii II'I k lr s NOT REFER TO STRUCTURAL 5NEET5 __ > FOR FRAMING AND BEAM INFORMATION Af )-iatO 4/11101 FIG; No. of Skits. 2G FILE - ,.� APA 40/20 19/32" EXPOSURE I PLYWP.'"..... SEE ANCHOR SCHEDULE a STRUCTURAL ROOF PLAN FOR TIE DOWNS 2x4 BLOCKING BETWEEN TRUSSER- NAIL OR SCREW MIN. R-30 INSULATION OUTRIGGERS TO BLOCKING n TOP OF BEAM VARIES � (SEE ROOF PLAN) 4b" GYP BD. CI-G. GALv. METAL DRIP OVER Ix2 CYPRESS NAILER OVER • • P.T. Ix3 FIRESTOP CONT. 2x6 SMOOTH PAINTED CEDAR FASCIA CONC. TIE BEAM Ix& TfG SMOOTH CEDAR ;. SOFFIT W/ 4X6 SMOOTH PAINTED CEDAR OUTRIGGER s ' 30" 0G. MAX (LEVEL RETURN W/ STUCCO SOFFIT a 3RD LEVEL) 2'-0" R-42 INSULATION TYP. STUCCO ON GARAGE LEVEL S" CONC. BLOCK R-42 INSULATION TYP. 4Y" GYPSUM BOARD ON P.T. Ix3 FURRING(SEE FILLED CELLS w/ 5 VERT DOWELS PLAN FOR LOCATION 6" CONC. SLAB SEE STRUCTURAL PLAN FOR REINFORCING FIN. FLR ELEV. • VARIES STUCCO MOLDING III-1 • L 11111 �IIIIIIIIIII III III IT- 8 MIL VAPOR BARRIER 12" CONC, BLOCK GRADE BEAM ELEV. • i GRADE BEAM NOTE: SEE STRUCTURAL PLANS FOR PILING, GRADE BEAMS, L f 11 FOUNDATION DETAILS 14 DIA CAST PILE. ESTEND PILE REINF. l I'b" INTO GRADE BEAM TYPICAL 1 STORY WALL SECTION SCALE 3/4" = V-0" STANDING SEAM METAL ROOF OVER ROOFING HOT MOPPED OVER 300 FELT, TIN TAGGED TO APA 40/20 ISa2" EXPOSURE I PLYWD. o e w 17 *E ANCHOR SCHEDU STRUCTURAL ROOFLPLAN T FOR TIE DOWNS 2x4 BLOCKING BETWEEN TRUSSES- NAIL OR SCREW 3RD LEVEL BALCONY OUTRIGGERS 70 BLOCKING / / MIN. R-30 INSULATION TOP OF BEAM VARIES (� ( SEE ROOF PLAN) al I u • $" GYP BD. CLG. GALV. METAL DRIP OVER • • Z cf) Ix2 CYPRESS NAILER OVER P.T. Ix3 FIR£STOP CONT. 2x6 SMOOTH PAINTED — CEDAR FASCIA cCy • BEAM BS • • CONC. TIE BEAM H_ LLI Ix6 T4G SMOOTH CEDAR N SOFFIT IU/ 4X6 SMOOTH PAINTED CEDAR OUTRIGGER 30" 04% MAX. (LEVEL RETURN � W/ STUCCO SOFFIT a 3RD LEVEL) 2'-0"\—R-42 INSULATION TYP. SIMULATED WOOD 2ND LEVEL I L LAP SIDING n (III III III 0 2 x BLOCKING BETWEEN TRUSSES Ri (III III 11114 T RAISED SMOOTH FASTEN TO TB W/ 1/4" x 3" TAPCONS STUCCO BAND a 12" O,C, O USP RTS CLIPS W/ 4d EA. END Nt PONE HORIZONTAL, ONE VERTICLEJ BA H 3 FLOOR DIAPHRAGM 2-16d TOE NAIL a (SEE SCHEDULE) EACH TRUSS (2) 2X8 P.T. WD LEDGER • F W/ 3/4" b ANCHOR BOLT a I6" O.C. NOTE: ADD 2 BOLTS a 4" SPACING a GIRDERS CONCRETE TIE BEAM SEE SCHEDULE P.T. Ix3 FIRI�TOp CONE. J'f{////:T R-42 INSULATION TYP. 1ST LEVEL 2 x BLOCKING BETWEEN TRUSSES � FASTEN t0 TB W/ 1i4" x 3" TAPCONS m 12" O,Q, USP RTS CLIPS W/ 4d EA. END ll-u (ONE HORIZONTAL, ONE VERTICLE) I.,IT � FLOOR DIAPHRAGM U 2-16d TOE NAIL a (SEE SCHEDULE) EACH TRUSS n IST FLOOR BLAB ,..., 1 T P.T. Ix3 FIREBT r ,.. ..( .•} i .. (2) 2X8 P.T. WD LEDGER W/ 3/4" A ANCHOR BOLT o I5" O.G. ,... NOTE: ADD 2 BOLTS a 4" .. ! SPACING a GIRDERS CONCRETE TIE BEAM BEE SCHEDULE P.T.Ix3 FI STOP G'ONT. RE P.T.Ix3 FI �YOp'CONT. � R-42 INSULATION TYP. (� � :�- F • -`. • • • • • �. .� .... ! r� �. Vl �� rcri m - v di R-42 INSULA ION TYP. ROUND FLOOR LOBBY W, GYPSUM BOARD ON P.T. Ix3 FURRING 6" CONC. SLAB SEE STRUCTURAL GARAGE LEVEL PLAN FOR (GARAGE STORAGE BEYOND) REINFORCING B MIL VAPOR BARRIER GRADE BEAM NOTE_ SEE STRUCTURAL PLANS FOR PILING, 14 DIA CAST PILE. FOUNDATION DETAILSEAMS, ESTEND PILE REINR 1'6" INTO GRADE I/I BEAM ELEVATOR SHAFT WALL SECTION SCALE 3/4" = 1'-0" o � � S"TUCCO ON GARAGE LEVEL 4 0 R-4.2 INSULATION TYP. g _ < W %' GYPSUM BOARD ON P.T. Ix3 FURRING A FILLED CELLS w/ 5 vERT DOWELS � Q (SEE PLAN FOR LOCATION - 6" CONC, BLABSEE PLAN FOR STRUCTURAL �� 4 > REINFORCING I FIN. FLR ELEV., }. VARIES STUCCO . s --• �` s_ • '�, MOLDING -8 MIL VAPOR BARRIER, i '1-liiilll=llllliill � � � 12" CONC. BLOCK GRADE BEAM ELEV. GRADE 5EAP1 - w NOTE: SEE STRUCTURAL PLANS L I J FOR PILING, GRADE BEAMS, r r' FOUNDATION DETAILS 14 DIA CAST PILE. ESTEND PILE REINF.1*11 I�c�tE �C3 BEAMTO GRADE G %J / ) ' Nq. of Shts. FILE TYPICAL WALL SECTION SCALE 3/4" 1'-0" A=1 2 0 SEAL. TRUSS CO -TO OFFSET COL. CAP SUPPLY VERTICAL + (AS REO'D) IF COL. 2x6 MIN. FOR BOLTS 18 ® END OF GIRDER /� /� /� 1�4 1. �+ /� C 1k' WIDE x la O. 2" OD. BLACK VINYL COATED O BOLTS TO REMAIN ATTAC E-1 T aJl. CEP LE STEEL 5l SPOT GALYMIIZED STEEL TOP RAIL. IN CENTER OF WELDED TO PLATE 13/16"'A HOLES FOR 3/411 THRU : VERTICAL WEB > w/ (6) Iba NAILS (iYP) BOLTS INTO GIRDER (TYP) CUSTOM AT1-AC14IMENT: S.CsD, ATTACHMENTS. II II " II I/4 X 13/4 EM ED 7APCONS e I2 O.G.,MAX.3 FROM CORNERS m HEAD 4 SILL: I/4 X 13/4 EMBED TAPGONS s 16" Q.C, ruse"Tula m F��j, BOLTS LINE LPOSTSCOATED SHALL V IZED. BLACK N 0 O m 5T w� I MAX. 2 3/4" FROM CORNERS VINYL coaTeD GALVANIZED EEL � � I/4" SIDE PLATE /TYP.) a FIX ATT CILIMI NTS' 6 JAMBS: 11411 X 1 3/411 EMBED TAPCONS 'B 14'' O.G. Xr aw 3/16" X 13/ E BED TAPCONS o IZ".OG_ MAX. ll FROM CORNERS $ STEEL TOP E W LLELDED PLATE TO POST W/ 2-5/2" DIA � FILLET I D T CASEMENT NT AT ''CHIN NTS:. ,g ALL AROUND TA, dJL. ANCHOR BOLTS IN SLABMIN. 3" EMD. (TYP) 4 *1 a HEAD -4 ILL. 3/I6' X 1 3/411 EMBED TAPCONS 0 20"'O.C. a CONC. 5LAB MAX. 5 FROM CORNERS. T.6. G01L_ TO 'L' SEE PLAN 9 6 rTYP U.N.o.) JAMBS- 3/16 x 13/4 EMBED TAPCONS 16" O.G. i"l4dsL'�II@/Ti�L{86 I MAX. 5" FROM CORNERS' ....- - ...-_ - 1/2 SEAT PLATE (TT`F` 6 STEEL ry 1FILLET WELDS ALL rzUARDRAIL"DETAIL T3 COL. GGPI`1�EGT10�>=TL �AROUND aLLARauDsteel VA BOLTS. 0 Pi' STEEL TOP IS I d 411 DRYWALL v ^ FILLET HELD mnrau, a PAus 4. BmPea4 �c a 4 N DRYWALL ALL AROJ4D Ts. COL. %u'11 am dC1CREAO16lr wr e- nry % cLePRPNce dE4TNMG PER PLav NAILe To rwaE a+n T-m 14EB p x.B eAFswarm TOP x.a Bucrsuwo TOP to mQ�R _e T7P. ALUM WINDOW a .TYP- ALUM WINDOW �0'LD /d" GOLLYTEF OU'K 1/4" cOIMEId'IAII' _ LPG BGFEWB (I Ea. PICKET) LAS OPREM (I EA. PIGGED ° C i : OR 6CiSJ• JAMB ° v ° ° a OR BCD. JAMB re GwsPPBLe uANDPPIL ATTACH TO CONC. THRU BUCK W/ T PER NPPA. 101 6-]TAD lG so IREO AT STAIRS w/ 4 GR 2"j "KICKER ° RISERS (aoru SIDES) PRE-o4G 91 8 34 4' ac ° }2q" DIA X I }7q" EMBED. PHILLII'8 / a m ov HEAD TAPCONS SPACED PER v P° WOOD SCOW ATTACHMENT ° 0 Y g x,a Ill SPACED TO xxx PleeEr SPACED TO o/c PRODUCT APPROVAL ° ° SPACED PER PRODUCT - a TBJECT 4" DIA CALL. Ful 4" DIA BALL 9 ° ° A n 0o BLTo�OR OF HILTI 'CRS' ®99-177 ,° ° ° .. ° Y4" X APPROVAL HEAD x a4• xa•uc v ° e' COIL NAILS 0 6" OK v Ao uvr 6e�x14 am 4 FROM CORNERS v TAPC745 AT 12" O/C 4" v4" ruJrTelmuwK = 1 �I'1 COFRMERS /4• ccwTelE61wK LPG KREDS rl SA PICKED LaG ScrdWs n EA PIGGED TNA68" V xw en CR TIECEan ° b P.T. bt 3 BUCK • ` STAIR �, 1x��1 P.T. 2x4 STRUCTURAL BUCK C STWIGER sx „.. ° v CAULK (TYPJ . v STAIR 3ALCONY , cauLKrrYP� SAFEGU,4RD DETAIL SAFECCUARD DET141L :xcetrcER ° ° eTucco ` b LL .STUCCO TO WALL OR E10hTNIIAT TERMINAL TO �"I WA f N D TAI - I /� 1 SCALE P4'.1'- -,..I- _ SG� 6TlQL1CTiQ 114L BLJCfG M1AN1 2x-MAO TYP_ W11�IaOW 4 EaLI%Ip�� TY}e_ W11�LflOW 4 SLf81hl,5r WCHAPIVIED � ,. !�L b6Ea a00is J 41^'1� a�T 4 f L 3LC488 SOOT.?. J.4T "ice a�T 41 L P OW 9 N'. 3/4' WERM CPA Irh11 DRYLLl41.L s _ I Ix PURRING C42CIE E xAB 811 T.S.COLUMN I WOOD CASING lD xlb THRI BOLTS SEE PLAN FOR ' II 0 11 EACH CAL J 4AND LOCATION WOOD JAME: ATTACH TO CONC. 1R-ft BUCK W/A' DIA X I X" EMBED. PRILLIPS READ TAPGONS ,, t SEE SCHEDULE •FOUND. PLAN FASTENER FOR BACK TO WALL. SEE GAR % SPACED PER PRODUCT APPROVAL iRAi®3 x / 0 m -�. " FILLET WELD SHEET A -I DOOR PRODUCT APPROVAL FOR ° I '" ALL AROUND STEEL 0 ® - COLUMN (BOTH ENDfi) +" FASTENER TYPE AND SPACING v° DOOR 0 m _ REQUIREMENTS arb-4I 19CALE:III m 0 m (5 0 m D �P.T.2 6 � C BLOCK ��I�K 10 WOOD STAIR DETAIL AT SLAB (Typ® �� 4 0 O 0 0 ® ® CONC. FTCs. :... qq ® 0 O p ` 0 Yl (SEE FOUND. PLAN) WOOD CASING • . v 1 q MOLD 14' T 4 G M1TWOW 0 Y) , ,, . a� - d P.T. IK3 BUCK 1u/ HILTI 'X-DNI' .».N141 a 0.14ill POWDER ACTUATED 63�.�,L FABTENER9 T_ FROM CORNERS, I/„ I Gi--4 O ,. STUCCO F I6H FILLED CELL OR PApU�D STUCCO b" O/C CONT. i T B- GO 'q" STEEL TOP E w/ s _ COL. (BEE PLAN) 4FILLETGELID " I'm" TYP_ EaW11�6 DOOi� gM11 ATONEI�IPPORTEDV A AROUND'TS COL GAR Ada! BLiGIG SET 11 L_ 1 TIE -E:A 101" x T9 x 4B" STEEL TOP PLATE W ," 0 BAR ffA FABRICATE A6 6HOWN COL_ TO "rim 0 1"1 TA COLUMN V" FILLET UELD ME PLAN FOR ALL AROUND STEEL SIZE AND LOCATION COLUMN (BOTH ENDS) TK" x T5 x % STEEL BASE PLATE 19/ ® ® W/ MIN 4" EMBEDMENT MAY BE 9U86TIIDTED (4)5/8' VEOLTSMal PLATE ]It " INTO ® CONIC. 5LA15 d Coll WEDGE ANCHORS, T Ea GOL TO i41, STI EACH (4) 3/4" TI-R1 T � IG OL G ONI�IEGT101\1�1�TL.: zp7 „ax 2x 9Jd616 a . , Ix3 V400D WRRIN6 h1ETAL AN61E' x 41RV1NG AT I4' OG ATTACH TO TRU55 NV III INSULATION `SC'�� AT 1V O.G. TRU55 EA'i4YR4 Lug SLOPED ANCHOR ,; PLYWOOD CB077(7M CHORD 314E EX. OR GRADE 2 X 12111R OMER I _ / I W 0141F15RED EDGE 5/H" "XTYPE ' ORYWAIJ- II 8 MIN DEP rH _ III�I1I AGCE&5 SE ATTIC CTION `—DECOR. TRIM 611B0-A SCALE. I I�'.I'-�' m Mou Dlxz ONCREfE DR GROUT OR eWBT SCALE I-I/7"1''-0" 11 WOOD STAIR DETAIL AT LANDING LLED CMU (2000PSI) _ Ix•-m=n _ cuu (z000nD I4P (L1 O' PLYbW DINPIR YER .- a. JD' R11IUW uID�LAttENT ��� ��� 39'B" METAL PLATE 3/4" DIA. THRU vER. .TOP 4 SOT. BOLTS W/ MIN. 4 _ 4' EMBED - 5u SHEATHING To2.12 HIGH RT 6TUDFWED. BI VERT, METAL (25 ga.) TO EACH IONS STUD STUDS • I6" O/C r s .w•d4m THIRD BOLTS M LOCATIONS RI GROWN 2XIO MOLDING; VERIP(MEIGHi R9VY 0 0 o o - INSUL. AT SELECTED AREAS e y • . PRE-ENGINEERED WOOD - 4 TYP. BETWEEN COND. 4 • TRUSSES • 24^.O/C UNCONDITIONED SPACES 0�;; 00 3/4" DIA 3/4" DIA VERIFY w/ CONTRACTOR EXP. BOLTS EXPANSION BID IS. : --a ? 4" MIN EM (P G o 4" MIN EMBED •' FRONT S1GL GYPSUM EH WALLBOARD E ,iX,i FRONT SIQF Al GYP. BD: OR 9HI'1PGOR LW BIOPFD ANCHOR 9§" STL PLATE B4" STL PLATE Bk" MR (GREW GYP BD. 1 AT YET AREAS y439EXTERIOR RTWOOD 2x4 12" HIGH SG�,EUED P i--11a1 i� GO1�J1�1E3 G.T I OI�I i--'V .1�NGE IPia G01�tI� E G T IOI�I TO EACH VERT bTUD ISW GYPW BOND GE .41.I L. HIC-2 aET,41LL E'31G-1 s. 7x-TFIEAA GYPSUM WALLBOl CEILING LONG. fiLABn 9Wp'QT4yYp4EEF'xED(TEyDp�GEp� N QI7M' 1fffAL RFRIYG II�ITE d'A 'i�s Fi—'SAME WG1L_L_ x9STRWAR R' PTBTOi� L7ETAIL C I�101�J - EBEAi.'211�1Cs SCALE: IV1'•I'-0' 12 WOOD STAIR DTLA SECOND FLOOR II K DNS pN0 pl.�PaOpE�t ON 'IHES UBJEOZ SO pN 1NSp OtOas��; I RE00\aE0�S9 R 1NOpA��Cgp4S4 NEB Pu E AP v e p p1� V I P L M I CO 3/9'. xa"x TRUSS, WIDTH J4" STEEL TOP E w/ V4" FILLET WELD ALL AROUND T.S. COL. T_6_ COL. C='I'441 L arT N-TA LH Ell SAFE GRAVITY LOADS FOR 8". PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LHN,; TYPE SUB Vol F12-DB 2 8F16-06 1BF24-DB BF20-OB BF32-09 8F8-1B BFI2 IB BF16 iB 0R0-IB BF24-1B 3F281 B112-1B 2'-10"(34") PRECAST 2302 3166 473 son 7526 WIN 1R72 11936 31M U73 W39 7526' 9304 10472 11936 S-6" (42') PRECAST 2302 3130 3377 4609 00D1 7315 MY 9947 31U 473 son M6 ON Il H936 47-0' (48") PRECAST 2029 2325 2496 3467 4436 RID SIR 7358 2646 473 6039 7526 9G04 104]2 11936 4-6' (W) PRECAST 1651 171C 1913 2657 3403 410 M96 564 2170 4027 $039 7526 9004 10472 96W 5 4" (64") PRECAST 1184 1223 Ib1 1809 2317 2e26 .3336 39B 1685 2009 5057 W96 Sb0 6424 ]450 5'-10'(70") PRECAST 972 1000 1059 1474 'less 2904 2721 3137 TOO 2464 414 5458 4437 5280 6122 6'-6' (78") PRECAST 937 12M 2101 U63 27M 3350 3871 4585 -02M 2101 33M 5260 7134 B995 U90 7'-6" (90") PRECAST 767 1029 1675 2385 1994 2439 2086 M33 vas 1675 2610 'U39 51 6613 5047- 9'-4" (1121 PRECAST 573 s32 10Q 140 1210 NIK 1754 2027 756 1212 I818 '254 3469 M30 3127 q 10'-6"(125/ PRECAST 4 6 ON 1125 915 u22 132E 1535 W8 1025 1514 2081 2774 31M 24D4 11'-4"(136") PRECAST 445 on 935 130 1854 2355 1793 2075 598 935 130 1854 241 3155. 404 12'-0'(101 PRECAST 414 645 OR 1254 1669 M74 1570 1818 555 864 1254 1693 2211 2832 M90 13�-4"(1601 PRECAST 362 4D >26 1028 I1331 1635 1224 1418 485 74B 1076 NM 1855 2343 2920 14'-0"(16V) PRECAST 338 381 646 919 I1190 Tin 1067 12W 455 700 I003 1335 1714 21M 2666 14'-8"(176") PRESTRESSED N.R. MR I NO MR MR MR MR MR 465 1 755 1370 2045 SOW 31M 3765 15-4"(1841 PRESTRESSED NRI MR MR MR '.MR ME. MR MR 420 695 12W '1IBM 2370 2e90 3410 17-4'(2041 PRESTRESSED NA, MR MR MR INR MR NR 'NR 31D 530 950 1400 18co 2200 2500 19'-4' (2321 PRESTRESSED N R - NR MR MR MR MR MR MR 240 go 750 1090 140 1720 2030 2P-4'(256")PRESTRESSED NR MR MR MR OR MR MR MR 193 330 610 940 13b 17BD 2110 22'-0"(264")PRESTRESSED N.R.. MR MR MR MR MR MR MR 160 W() 570 870 1250 1660 1970 24'-0"(288")PRESTRESSED NR nA xR NR xR xR NR xR uo zoo u0 7z0 1030 us0 1610 SAFE UPLIFT LOADS FOR 8"PRECAST & PRESTRESSED U-LINTELS I I � z z Old Fill LLV 1 L C '. SAFE LOAD POUNDS PER. LINEAR FOOT __ LfNGTR TYPE BFB IT OFIR-1T BFIFR 3`20-17 8F24-IT 8F2B-li 8F32-1T SF 2T BF12-2T BFIB-2T BF20 N AF2F2T W20-9 0F32-2T 2 10"(34' PRECAST 2727 2878 4101 5332 65% 7811 90M 27D 27U 3981 5190 6407 7630 U57 3 6' (42") PRECAST 210 22M 32M 427 5219 6204 7192 2165 2215 3165 4125 5091 6061 DIM 4 0' (48') PRECAST 1878 1909 2832 360o 45.12 5387 6245 ism 1925 275D MO 422 5264 6110 4'-6" (54") PRECAST 1660 1762 2507 3257 4010 4767 -5525 16M 1705 2435 3171 13913 408 506 5'-4" (64") PRECAST CRY 14 2110 2741 3375 4010 464E 1393 14 7 MM 2670 3293 39M 4549 5'-10%70') PRECAST 127P I357 1930 25M " 309 36M '4247 1272 1315 1 MODS 1 2441 3010. 36U 4157 (78") PRECAST 1141° IM0 ORA 22W 1 2769 320 M12 1141 1182 1884 2192 1 2703 3216 3732 7'-6' (901 PRECAST 959E 912 1475 1914 2354 27V 3240 990 1029 N66. 1907 2351 2797 3245 9'-4" 112e ( )PRECAST BOW 612 080 1269 1560 1652 21M 801 755 1192 15M 1910 K71 2634 10 6"(1201 PRECAST 716E 4H 793 IOV 1261 1495 1731 718 01 1039 1389 1711 2034 2350 11 4'(1361 PRECAST 66P Va 895 899 1104 1309 1515 666 535 an 1295 15M 1896 2198 12'-0' (144') PRECAST 60P 400 631 816 1001 1186 13M 631 486 818 1209 1W 1 1799 1 2086 PRECAST..... 5004 3C OR 656 841 997 '. 1153 573 409 610 1004 1367 16Y 1897 1$-0"(168") PRECAST 458E 318 493 fi35 778 U`' 1065 598 378 6M 921 @54 1567 1016 14'-8-(1761 PRESTRESSED 243 NO 459 591. R4 OR no &d 352 582 8.52 1156 1491 1742 15 4-(184') PRESTRESSED 228 D8 430 551 6A a31 925 no 329 R2 791 1072 UNIT 1676 • ") PRESTRESSED TW 06 361 464 567 670 74 10B Dfi 449 fi49 0]I 1121 TUBS PRESTRESSED 111 211 313 401 on 57B 667 165 239 30 550 736 940 11W 21 4'(25l PRESTRESSED NO 186 278 356 43 512 590 142 212 336 477, . 635 007 993 22 0•(254') PRESTRESSED I 180 268 343 416 493 '568 131 205 322 457 607 771 94 24 0"(28q") PRESIRESSEO TV 12A 10 186 24 290 312 bf9 3W 538 47 W0 51fi 833 " REDM VALUE BY 23% FOR GRADE 40 FIELD REBAR. r 0) Al R-- ATTACHMENTSGHEDULE V Al t— GL910M ATTACHMENT m 1/4 X 1 3/4. EMBED TAFODN6 ® 12' O.G., MAX 3" PROM CORNERSjRl FI FIXED ATTACHMENTS, 3 L,'T,. 3/16" X 1 3/4" EMBED TAPGONS a 1V OC. P - CdBEMENi AT7ACHMENi9 • HEAD 4 SILL 3JI6" X 1 3/4" EMBED TAFl • 20" O.G n • JAMBS: MAX 5" FROM CORNERS 3A6" X 1 3/4" EMBED TAPOONS • of OZ. MAX 5" FROM CORNERS ,¢'� LL 1k, ...1 � <. Snn ATTACHMENTS ® HEAD 4 BILL 1/4 X 1 3/4 EMBED T NEIRG, ®I6" O.G. M FROM CORNERS 21 �` 1 " r i v w [ , � all- IJj rf! &Ll • JAMBS: 3/4' EMBED 7APGON6 • 14" O.C. MAX. 6" FROM CORNERS .., -8 Lu G 0 QLu om(, g T 99 ` e } 1 I � 6'-6" N i — C,53 Csg3 Gm _ —G53, — v - r ------ III I � N IO�TT. w TO H I„w. GARAGE FM. FLj ELEV. • ION ELEvATIGN 6-D ELEVATION..NGVp I am r-- 2' SLOPE GAR. pR 11/2 RAIN RISER _ 6" , b _i L —caw — `r OY FIN.. FL. ELEV.,• +��_��� __.. ' ✓ATION - -to NAVp 1114, �7 0 ✓ATION • 8.41' NGVO �� r G04— C-04 - C-04 Gg5 5' 811 5 81 5'_Im' 10_01 4" I I SEAL 1 LL1 ' c�a � cue � 1lll THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, c I �.I 1 Q t r i r ��1� 1 111/III1 1 ill 4 �) 1� W�III � �///IIIIIII _ 3 m � � Q can W� ( 0 07 N m Cow U L Ill v — J N cyLLA a LLI i Date 4-11701 FIG N0.! Of &lts. 2(o r I 8" CMU WALL 2x4 LEDGERI' (SEE DTL. 4/6-2) Fl T8 6" SLAB DECKING SLO E 4 a S" O/C BOT 4 a 1II " O/C TEMP 8" FRANGIBLE MASONRY WALL PANELS d 05 ® 2" 0 C IN FULLY GROUTED INFILL BETWEEN CONCRETE COLUMNS. CELLS. D NOT TIE TO GRADE DO NOT TIE WALLS TO COLUMNS/FOUND BEAM OR STRUCT. BEAM ABV. FLOOR SUPPORT BEAMS 5" NON.REINFORCED PLAIN CONCRETE SLAB ON GRADE W/ 3" DEEP SAWCUTS ® 5' O/Ci EACH WAY (25 SQ FT. PANELS MAX) a III 0'-0" MIFF WOOD FLOOR TRUSSES a Ira' O.C. TYP. ® POUR FIRST COURSE OF MASONRY WITH CONCRETE INTO e a e � a e d 8. GONG: BLOCK WALL -- 5 a 32" 0/C 4" WIDE X 2" DEEP KEYWAY 36"BARLAP -I'-O" FINISHED FLOOR d ® -0-5. 1511F a _2_0�1 ESFf -4 _mn BM A TTI 1614 AUGERCAST PILE GORADE REAM SCE 4EDULE MARK In s WID. x HT. ELEVATION AT TOP OF GB REINFORCING 09 HOOPS (TYPE T-1) REMARKS TOP MID BTM G5-1 ISx24 _I 6„ Btu (3) Ml - (3) «'1 a 8" T.O. G5-2 18x36 _-1'-0" OFF (3) #1 (2) "5 (3) "l a 12" T.O. G5-3 ISx24 BFP (3). wl (3) Ml a 8" T.O. GB-4 18x24 0" 5FF (3) "l - (3) e-I a 8" T.O. G5-5 18x20 _2 _O" BFF (3) "7 (3) "l a 6, T.O. INDICATES I6 DIAMETER AUGERCAST PILE W/ A CAGE OF (5) 06 VERT. W/03 TIES a 12" O/C FULL DEPTH OF PILE. EST. LENGTH 15 24 FT. PILE CAPACITY SHALL BE 35 TONS 0 COLUMN SCHEDULE MARK SIZE REINF: TIES Fy = 46 ksi REMARKS Cl T.S. 4"X4" X8/5" SEE NOTES 1-3 BELOW C2 8"xl2" CONC. COL. 4 05 VERT 03 TIES a 8" O/C C3 8"x14" CONC. COL. 4 "5 VERT. 03 TIES a 8" O/C C4 8 x20" CONC. COL. 6 05 VERT. 03 TIES 0 all O/C C5 8"x IRREG. CONIC. COL. 8'5 VERT. 03. TIES a all O/C C6 12"xl2": CONIC. COL. 6 "5 VERT. 03 TIES a 8". o/c: FS = 46 kel 4 "5 VERT. 03 TIE$ 0 w 0O/G Cl TS. 4"X4" X 1/4" SEE NOTES I-3 BELOW C8 8"xl6" CONC. COL. C9 T.S. 35"X35'. X 1/4" Fy =. 46 ksi SEE NOTES I-3 BELOW I. 8"X8"X5/8" STEEL BASE PLATE W/ (4) 5/6 " DIA. 'U" BOLTS 2. CONCRETE FILLED STEEL COLUMNS SHALL HAVE SOLI9 BOTTOM AND TOP PLATES, CUTOUT PLATES ARE NOT ACCEPTABLE. FILL WITH CONCRETE PRIOR TO PLACING 3. TOP PLATES SHALL BE -1"X7X5/8 THICK U.N.O. 24'-0" BFF MIN: FILE TIP ELEY. A WALL kLKi�AS1r SEPdC�B.PILES O S ALE: NONERANCxIBLE L� LL SECTION PILES PILE STEEL TO PROJHALL BE ECTDTO PROPER INTO CAPS AND GRADENBEAMOALL PILE (NIMUM or WORK SHAILL BE DONE ACCORDANCE WITH "RECOMMENDATIONS FOR DESIGN, MANUFACTURE, AND INSTALLATION OF CONCRETE PILES" NO, 10-50 IN-ACI 543R-14(80). PILES SHALL HAVE THE SPECIFIED CARRYING CAPACITY. AUGERCAST CONCRETE PILES SHALL BE MADE WITH A CONCRETE MIX DESIGNED BY A RECOGNIZED TESTING LABORATORY TO ATTAIN A STRENGN of 5000 PSI IN 28 DAYS. WITH A MINIMUM 6" SLUMP. T„ ' GARAGE DOOR RECESS FOLLOW ACI RECOMMENDATIONS FOR SALT WATER ENVIRONMENT :. - '. CSEE ARCHS) SLOPE - e3 TIES a 12" O/C 5-"6 CONT. BARS 8" WIDE THICKENED EDGE n 8" SHAFT WALL BEYOND ^, .' `" 8#5 SHORT WAY 04 HOOK BARS O.c/405LONG AY ' wi Ib" LEGS a 16 4#5 EACH WAY TOP 4 BOT. —a" SHAFT WALL _ g �- - 5" NON-REINF. SLAB ''. 1 e 32" O/C IN FULLY PLAN - POUR FIRST COURSE OF GROUTED CELL DO NOT TIE TO GB OR STRUC. BEAM ABOVE GRADE BEAM MASONRY WITH CONCRETE INTO -&-0�' 4" WIDE x 2' DEEP KEYWAY REFER TO PILE LAYOUT) TEN 8X INTO GRADE BEAM TS — - _ I - _-(li - I I I L •a e Ir' oic aoT. -3" 3'-6" -24-On SPp LL04 a 12" O/C TEMP s'-o b' REINEBLAB i, TYPICAL 161 RIAhi: AJGER-GAS? coNCR�T� PILE DOUBLE PILE C4fi= SINGLE PILE GAP OELEV- PIT DETAIL NTS CDPC� «PC) SCALE: N.T.S. NOTE: I CONTRACTOR to VERIFY SEDWDaK I le iF I- T A I l 5 SEAL I C14 29 's) N _j V Q L N \u ig ''.�... �Ci V y LL 0 es ig z IIIIII � PIT DEPTH WITH MNF;; PRIOR TO CONSTRUCTION �1� PNB A Y CDaaEctlONs t ND P�LpaD M�bE f A��gU'�"�ct ��o�lN=PE�toa�� >' � 160 AUGERCAST PILE W/ ALL SPLICED OR CONT. PILE THRU GB .I y. Dates 4-11-01 RCS f I s w - C I No. of SCALE: NTS ILA copl o� ELEv. « W-D" ELEv. i •4 a l2" O.C. TOP wi INDICATES 8"XS" FILLED CELL COL. W/ 1 STD. HOOK X 36 LONG - 9 TYP. TYP. BIB I TB1 GB L-I L-1 0 0 a ®® a o ® o 0 0 0 01� 0 0 —......_ _ __- _ �- f l __�_ _ �_ -- --- - -1f- - -- --- --1- --- --- 1--- ---- - -- -1 -CBOT LE ER pOR IL EDG R FOR rRus B $5 ` 1 f lRUSS. BRG. RE- NG. W OD LOO I I TRUS5'=8 201 DEER, 16F.C. I I TYfm. I . n B IZ m n 0 0� = ell e I ,u 9-4 �a vim.. L _ I : INDICATES 8"50" FILLED S-� b" CONC. SLAB W/ a 4 a l2" E.W. ". CELL COL. W5 / 1TYP. CANTILEVER BEAM BZ(o - PLACE SHORT DIRECTION 2" FROM : N-I rYP. BOTT OF SLAB 4 HOOK STEEL INTO C� - 2X4� P.T. NAILER PLACED BELOW I I, BEAMS LOUDER ROOF PLYWOOD UJ/ I/4"X 3" I TAPCONS 6 16" O.G. INTO CONC. OR T; ELEV. « n_6" ELEV. «11'-0" MASONRY OR 3-1od NAILS INTO EA. S ELEV.aal'-0° E EV. « IP_6" I� 526 30DEEP 526 24" DEEP STUD OR TRU56 MEMBER IF APPLICABLE pW OPK SE P��p�OpEOS\ONS .� Np PP Ng P NV 00 RS'tt\a SSrGp1A .�.\p P ECSO (N 0 b0\NgP �iO PEp1 U\KE� F\E. �V \N®ADSpp ®�0�' i MpVeENS�tNP� p�\OP TIC BM. HEIGHT LEGEND � pMQ�VW C —i7� + TOP OF BM. a« I® • 011 -lL �I /Z TOP OF BM. a ,W-0" TOP OF BM. a « II'-&" SG.4L_E=: 1i4 '' seAL +l ° �j e Q I z cp p N z CIDta Z LLI 0 U z WA TIT m B >� l B � V cv n— WIL m < Lu a 4 Lu } 9 3 e Date 4-11-01 IRS No. pf ehts. 26 ELEV. 20'-6" (SILL OF WINDOW) SG.4L-E= I-Q'' = I'-9z)" ELEV. « 23'-O" ELEv. +?3'-0" ELEv + .'CELL COL. W/ I tS TYP. I TYP. ELEv. « 23 -0 ELEV- + 22'-6" OPOSED`NORK TKESEPuNS ANO pU.00 REOTIONS pRE SUB�EOT TO AN iKAt REQUIRED � FIELD INSPECTORS 114 mg BF- a KgM.pP uOABLECDDEg' COMP 03 ST. 12" O.C. THRU 30" SECTION 03 ST. b" O.G. THRU RAKE MATCH ROOF PITCH AND MAINTAIN TOP I" BELOW PLWD. —— STOP------------- (2) _ ELEV. + 21'-6" — — (2) 05 MID — — — — —. ri' TIE BEAM " (2) l BOTT _—_— --- — —— — .ram ELEV. .20'_6" h 8" WIDE RAKE BEAM \. � BEAT" I B30 DETAIL. 9 CA z m a LU o o ffi S TOP OF STEEL BEAM 'ELEVATION . 23'-0" UNO NOTES: LLl ALL UPLIFTS NOT SHOWN ARE -- 500C OR LES& USE ANCHOR "A" F0�2 THESE 60CATIONS al re 25 " I - 2X4 P.T. NAILER PLACED BELOW IT LOWER ROOF PLYWOOD W/ I/4"X 3" al TAPCONS 0 Iro" O.G. INTO CONC. OR c MASONRY OR 3-16d NAILS INTO EA 89 � A STUD OR TRUSS MEMBER IF APPLICABLE aLL H Z xJ- Fz--21 FOR WOOD POSTS UNDER CxRDERS ELEVATOR, STRAP TO GIRDERS W/ 2 SIMPSON M6TA24 5TRAP5 W/ ro-16o1 E.E. U ABOVE AND BELOW Q Lu TIE BM- NEICsIlT LEGEND con _} + + TOP OF BM. a .21' - 6" > a —1 71:Z: / TOP OF BM. ® +22' - 6" ,�V TOP OF 5M. • 43'-O" g fid NOTE: JOB # REFEi TO STRUCTURAL SHEETS FOR BEAM, Ddt(t 4 11 ZIl ' RC# TRUSS,'i AND TIE DOWN INFORMATION No, or 5hts. 2ro COPY t LLI NOTES: ALL UPLIFT& NOT 5HOWN ARE r OR _R 6 &g. usE ANCHOR "A" FOR 4911 LOCATIONS Z � Ctl V1 r 1/2" PLYWOOD ATTACHED TO BOTTOM CHORD OF TRUSS W/ Sd 6 4" O.C. EDGES, 6" FIELD W/ METAL LATH AND STUCCO FINISH a BALCONY - r N 1 - 2X4 P.T. NAILER PLACED BELOLU g LOUDER ROOF PLYWOOD W/ 1/4"X 3" TAPCONS - 16" O.C. INTO CONC. OR r- MASONRY OR 3-16d NAILS INTO EA.FL W STUD OR TRU65 MEMBER IF APPLICABLEIWL -p LLI s U Z TIE BM. HEIGHT LEGEND — — TOP OF BM. ®a 33'-B" � TOP OF BM. ® . 34'-6" a a TOP OF BM. • . 35'-0" 0. Ck � Z Z NOTE: REFER TO STRUCTURAL SHEETS FOR BEAM, TRUSS, AND TIE DOWN INFORMATION Date 4-11-01 RCz No. of ShtS. 2( OV wofo ^� LLY i M }m � a ry vi SOLID BACKING ® CORNER FOR SIMPSON HU210-2 CONC. BLOC e SOLID BACKING a CORNER FOR SIMPSON HU210-2 BUCKET W/ 14-16d INTO WALL E 6-10d INTO GIRDER BUCKET W/ 14-16d INTO WALL t 6-106 INTO GIRDER WALL _ IF ® CONC. USE SIMPSON HUC210 PAD -OUT AS REQUIRED _ _' IF a CONIC. USE SIMPSON HUG210 PAD -OUT AS REQUIRED Z W/ PLYWD. SEE MANF. SPECS FOR INSTALLATION S C " W/ PLYWD. SEE MANF. SPECS FOR INSTALLATION m cqI ml �IELEV. _--__ - �p. ' O p O O_ O p p _ WI`rT Z EL . , 4z-0" wi I v 2X8 L 2 WAL N w . 42-0" 2oin — 4X4 W .POST W/ P2) SIMPS M5TA24 (V LES 2' 6 WD S D EIRS3 WALL Y - 6T e TOP E TO GIRDER BELOW W/ o I � m' I O.C. W//.R-11 ING L. TYP. - L 46" DEEWG.T. I ", —N_1 - I: r N-1 -/ I G.T. d .E.. EA. STRAP. IIITYP. OF 4J o }_ -- — 7{ —ice T Cz z a wo s�uD aRGI WALL 1' C2 `D g 95 z Al 7 , v 1 I�� m LH Y , " - .. > ' O OTTOM CHORD -w - - -.a -.. - - 0. w I/2" PL. WOC AT�CHE B w - OFT W/ ad 4" O . EDGES, 6" FIELD W/ METALLATH AND ST CO FINISH j _. b; C, Lu 1/2" PLYWOOD ATTACHED TO BOTTOM CHORD ";'. 2 6 O.C.D 1 WALL OF TRUSS W/ 8d m 4" O.O. EDGES, 6" FIELD W/ - - - '-. - I / R-Il IN UL. TYP. - -- IIII III IIII METAL LATH AND STUCCO FINISH 2 / C. BL WALL WIZOD " MEt ALL L `. - I ® 6 1350 '�'' / IIII III IIII (� S-, I/ - 1160 L$ .,.., - 141 LES _.:_ / 11 NOTES: JJANNu--lu NN44 !P, 2.X 8 WD 6TUD5R3 WALL _ IIITTTffflll ���/// G2 Ik+ �.C. W/ R-III INSUL. TYP. C2 L. ALL UPLIFTS NOT SHOWN ARE II ` �,, 500" OR LESS. USE ANCHOR A .:C, -_ �-I-I �'-- -- - _ - �_-�-i-� T _. \ I T� J..:_�L-_1 J�� 1� 7-1 ` -----�..;; l _ ` :F R LOCATIONS - DEEP G.T. .. I N-1 - N-I I G.T.�C �b J I 16 wD grub $R� WALL . — ♦ Q faa O.C. W1R-11 INSUL. TYP. : r N .. I : cue p - 2X6 WALL I I" W� U L • - , \ � ELEv.. 42-0" � II � - = ELEv :'''0" Q SS . . - - -' A L4>14 . POST W/ P2) 51MPSONMSTA24 ,;. a TOP < TP GIRDER BELOW W/�_ : -_ . �_ I—.--^ E EA. STRAP. /TYR. OF 4) m 1 __ ____ _ _ ------------------ p _ _ _ m- W e 9 SOLID BACKING m CORNER FOR SIIMPSON HU210-2 i ? ""` w SOLID BACKING ® CORNER FOR SIMF40N HU210-2 Q -I d INTO WALL t 6 10d INTO GIRDER J - T- BUCKET W/ 14 6 - J ="'- - 4- INTO WA E 6-10d INTO GIRDER IF m CONC. USE SIMPSON HUC210 PAD -OUT AS REQUIRED w I w BUCKET CO W/ I I SIMPSON WALL J W/ PLYWD. SEE MANF. SPECS FOR INSTALLATION IF o LYWD. USE MANF. N SPECS F PAD -OUT AS REQUIRED .. tl`I, CONIC. BLOCK Ao W/ PLYWD. SEE MANF. SPECS FOR INSTALLATION � "� W LL WALL c M e N a�- IL LL IL x o � THESE PLANS AND ALL PROPOSED WORK U Lu E SUBJECT TO ANY CORRECTIONSidw [a ARE RS 0 SPE CT - REQUIRED By FIELD IN 4 MAV BE NECESSARY IN ORDER TO Q APPLICABLECOOES, TIE BM. I-4EIGs 4T LEGEND z � COMPLY WITH ALL } TOP OF BMJPL. ® .38' - 9 1/2" y- } I I 71 :Z:. /Z e TOP OF BMJPL. �42 - 0p'LIJ � } 21 AM m NOTE: I (3) 2X12 I-4EADR5 e ALL z FRAME OPENINGS TYP. N 1 2X4 P.T. NAILER PLAGED BELOW LOWER ROOF PLYWOOD W/ 1/4"X 3" SOB # TAPGONS 51 I/o" O.G. INTO GONC. OR MASONRY OR`3-16d NAILS INTO EA. I STUD OR TRUSS MEMBER IF APPLICABLE Date 1 4 11 a1' RCx No. of Shts. 26 i ' ff op'( p p 3 V. p 0 O 0 b' p p VERIFY WIDTH VERIFY WIDTT' w/TRUSS ENG. w/TRUS5 ENG NOTE: - ALL THRU BOLTS TO BE ASTM A325. - ALL STEEL PLATES TO BE ASTM A36. T ALL SPEC'ED MATERIALS OBE EQUAL OR BET ER. - 1/4" FILLET WELD FOR ALL ANGLE CONNECTIONS - ALL BOLT HOLES TO BE 13/16" 0 FOR 3/4" 0 BOIL- S. -.I/4" SIDE PLATE t 1/2" BASE PLATE OGT TO STL. COL. SCALE: N.T.S. CCNC. BEAM 510 04 +a S" O/C BOTT SEE PLAN SEE PLAN gk • SEE PLAN tl. " ® 12" O/C MP. T 4 E 41LCON�r DETA L SCALE: N.T.S. 10" 1/4" PLATE (4) 1" DIA. THRU BOLTS .EACH SIDE. TRUSS MAY END AT STEEL COLUMN 5/8" PLATE O(3T TO STL_ COL. SGALE: N.T.S. SIM PSON P I 6 60N A35 CLIP W/ 8d NAILS EACH FACE STRAP- SEE .ANCHOR SCH DULE FOR... STRAP/ NAILI G ' E L. 42 - 0 NG 5/8" CD-X PLYWOOD DBL TOP PLATE W/ W/ 10d NAILS a 4" SIMPSON 8PTH STRAP W/ o/c ® JOINTS d 6" o/c \` (8)10d NAILS TO STUD SIMPSON A35 CLIP W/ 6 86 NAILS EACH FACE 10d NAILS o 4" o/c STAGGERED THRU PLATE TO TOP CHORD P SIMPSON SPTH STRAP W/ (b) 10d NAILS TO 2 x 6 STUD EL.+ 34'-011 31RDER TRUSS ® (SEE FRAMING PLAN) ® 114" STL. P m (3) 5/8" WEDGE ANCN. (EMBEDMENT 5 MIN.) SOLID CONC. FILLED HANGER 0 2, tt 1/4" ST,L. 5IDE PLATES 12,.' FOR T -30E t 1---ZN FDIA. SEE SCHED. SHEET S-6 p�°�i,- "N ",�yUF�,Uss O5UGKE7 DE'7,41L SCALE: N.T.S. 2X4 FLOCKING 6 IE SPACES, AT EA. PL 4 24" O-C. MAX. SECTION PEiRl=ENDlCULAAR' `. SECTION FARALLEL OLEDGER DETAIL LEDGER DETAIL SCALE: N.T.S. '"Tx�mSCALE: N.TS. SIMPSON MSTA24 .STRAP ®EA. STUD NAILED TO TRUSS / 6STUD AND TRUSS SAND ALLPROPOSEDNSORK Ct10 B NECESSARY UNDER TOP CHORD pRE SO t F END,NSP OTOvkAN�""l' pE0U1R N CESSARY IN ORDER tCODES, MAYBE LLAPpUOABE€ YIt N A GIRDER COMpL //TRUSS NOTES A. (2) 2x8 LEDGER -S.Y.P. *2 FAS't1=N'"LG-I t 16 11 as FASTEN LG-2 6 12" O.C. 5. 3/4" 0 WEDGE ANCHOR 6 12"-16" O/C W/ 4" EMBED INTO TB LCx-I a 16" O.C. LG-2 - 12" O.G- C. (2) 2x4 LEDGER - FIRST 2x4 TO MA5. W/ 114" m x3l/2" TAFCONS -a 12" O/C; SECOND 2x4 W/ Sd NAILS a 6" O/C D. 5IMP50N A35 CLIP W/(3) Sd NAILS EACH FACE E. (1) 2x6 LEDGER W/1/2" 0 EXP, BOLTS B 24" O.C. W/3"X3"XI/4" STEEL WASHERS F. Sd NAILS 6 4" O/C 7HRU DECKING 'TD 2x4 NAILER LED ER IDTAILe.: a i o� Oy LL N z Of LLI ;CS o (s) Q Ld La Iz 01 m 61 U LL V LL, lll �, LLI } F1 C�1 Lu ane F_ � Q J C'�. z .4 LI1 JOB Date 4-II-01 RCx No. of Skits- 26 5EG7ION AT FFA, IE WALL , rxT COP SCALE: N-T.S. LIE _ e tn o rl7lf .i SGALE: 3/16"=1 -0" 3 NOTE:. USE S"x8"xl/1" IQ W (4) STUDS ,I 6- 3/a DIAM. X 6" WELDED FOR 6"xb"x� L CONNECTION. OR ,, I NELSON STUDS. C6x13 CHANNEL (5EE 10/5-2) P. LOCALLY DROP L.311x311x3�11 TIE BEAM 12" BY 24" LG. TIE BE. AM ELEV.._ x i2" LONG — a. Vie" PLATE STIFRJERS ® CENT. LINE OF STEEL a COLUMNS - - _ YP. A A 'r a P. BEAM STEEL BEAM WEB L - a1'X&`X%1 CAP PATE TYPICAL Q n 10"x12"x?/4" EMBEDDED STEEL PLATE a wJ 6-3/4"6 xb"LONG HEADED STUDS. STEEL BEAM �fYP. � _ TSTEEL COLUMN 1/2 GAP (MAX) I5ECTICN, A -A - FOR ALL STEEL BEAM TO CONCRETE MEMBER CONNI'S. OSTEEL 5E,41" I/GCNC. GONNE�TION SCALE: N.T.S. L ELEV. AT STEEL 5 E A I SCALE: N.T.S. (2) 2X4 LEDGER W/Ya"m 3 12 TAPCONS ® a" O/C TO CONC. BEAM .; TYPICAL CONC. BILK WALL CONC, BEAM. W TYPICAL ROOF CONSTRUCTION • P.T. LEDGER - SEE PLAN- W/ 3/4" THREADED RODS $4 ® 6" O/C TOP � Q • (OR "J" BOLTS") ® 16 O.G. MAX W/ 2" WASHERS W/ FULL DEPTH HOOK SEE PLAN B EMBEDED 5 MIN: INTO GROUT FILLED MAS. �, _ •. � I!iz MIN. TO P/a" N `MAX COVEezz D SEE PLAN IE3ALCONY `* .. - _ _ _ 00/ilflG CIMeCMI IA r A CTOAOC. 111/ /L 1 A.i AAI Ca.' r 4 9 _ I I ` O — — C II 911 yl , r coLUMN : HL FR i LIN GAP A - W x 14 H x W W// (4) - 3/4 TH �I ` .al VER._ ° m ��� _ L B 4 4 O S- D EI I. I� II S 1 RUBOLTS PROPOSEDWORN B 5 W x 14 H x W W/ (2) 3/4 0 THRUBOLTS AND AlL THESE P E I COM6I AORRE C TIO ONECTOT T HAT 0 N T S D E T O PA RESUSJEGTTDINSP Ix I Av FIERDED CONIi REau1RCESSRIN oA6lE CCDES I PLATE VBPLIC HANGER to MASONRY (6) WEDGE ANCHORS THPRRDERtoHANGER: (3) -THRU-BOLTS m'WR {s -- j OPPOSITE SIDE DR / 211 T F' W/ STAGGERED i" / T 0 P eonTY. I1 TS P 71 O/OEr m O / J 3/4" 0 x 511E NELSON STUDS TYP. 0-211 COLUMN � O � 5145E E I t l E R 0 N T S I D E T 0 P 1m" " TYP. BASE UND. E E S S 0 HANGER to MASONRY; (4) - WEDGE ANCHORS GIRDER to HANGER: (2) - THRU-BOLTS T Y P I C A L B A S E WEDGE ANCHORS : 3/411 0 x 4" EMS. HILTI 1'KWIK-501 T 11" TYP. COLUMN: SEE PLAN FOR EXACT GOLUMNI SIZE and TYPE THRU-BOLTS 3/411 0 W/ NUTS and WASHERS TYP. SEAT PLATE : 1/2" STEEL FOR ALL GIRDER 5EARNG6 TYP. G I R D E R t O MASONRY TYP. BASE PLATE SIZE AEV, x STEEL T P. (PROVIDE RECESS FOROR FLAT BRCS. SU AS 5E0J1RED) ALL STEEL TO BE CON'T 1/4" FILLET WELD TYP. - N. T. S. - ALL STEEL TO BE 1/4" ASTM A36 UNLESS NOTED OTHERWISE - PROVIDE 1311611 0 HOLES FOR ALL BOLTS AS REQUIRED - - PAINT FINAL ASSEMBLY - - CONTRACTOR TO VERIFY FIT - - FIELD VERIFY ALL CONDITIONS PRIOR TO FABRICATION - sc- STEEL- COLUMN DETAIL - ALL STEEL TO BE CON'T 1/4" FILLET WELD TYP, N. T. S. - ALL STEEL TO BE 1/4", ASTM A36 UNLESS NOTED OTHERWISE - PROVIDE 13/16" 0 HOLES FOR ALL BOLTS AS REQUIRED - - PAINT FINAL ASSEMBLY - CONTRACTOR TO VERIFY FIT 0S I D E E R 0 N T T 0 P HANGER to MASONRY: (4) - WEDGE ANCHORS GIRDER to HANGER: (2) - THRU-BOLTS WEDGE ANCHORS :'3/4" O x 4" EMB. HILTI "KWIK-BIXT 111, THRU-BOLTS : 3/411 0 W/ NUTS and WASHERS �R GIRDER t0 OARONRY - ALL STEEL TO BE CON'T 1/411 FILLET WELD TYP. - N. T. S. - ALL STEEL TO BE 1/411 ASTM A36 UNLESS NOTED OTHERWISE - - PROVIDE 13/1611 0 HOLES FOR ALL BOLTS AS REQUIRED - - PAINT FINAL ASSEMBLY - - CONTRACTOR TO VERIFY FIT - - FIELD VERIFY ALL CONDITIONS PRIOR TO FABRICATION - SEAL � � 0� � � � m m z r � F„I a U Q w m e r IUL ,J) < U wLLI LLu F. Q > IV 52 JO5I* Date 4-I1-01 RCS r, No. of ShtS- 26 0 lZr ILE rF REINFORCED CONC. TIE BMJ W/ POUR ON OVER OPENINGS W/ADDITIONAL 25 ATBOTT. (TYPJ ° 2X5 TOP PLATE 2X6 BOTT. 2X4 SLKG, 0 16" n NAIL W/ 2.16d ? PLATE. NAIL OL. BOX- DUT TO d" GOMM 16 O.C. comm. W I W/ MINT 6d COL. WIDT ° INTO TOP CHORD O COMM. 0 16" (TYPICAL OF G.T. LL-U'' WN U Y ` (ONTO EA C K— ° ° a - - TOP OF CONC. COL. ° ° 4 4 4 i CD. PL EA. EFA. A PACE ',. 2X6 BLOCKING 6 W O.G. FULL WIDTH OF WALL U W/ 2- 16d GALV. NAILS THR1 PLYWD. FACE INTO ° . a d S" BLOCK EACH BLOCK - Q W1u 2X8 P.T.- FASTEN "HILTI" ADDITIONAL 25 DIAG. AT. EA SIDE (TYPJ �° I Q W) D5. TYPE PAN. W/ MIN. TINT d- a PENETRATION INTO 4 W GONG COL. 0 16" O.C. Q DIA&le BRACE W/ 3- 3- led NAILS a 2 EA. END 5 TO TOP OP T. SrTYPJ POURED ARCH DETAIL 3 U CONNECTION DETAIL x ' BOTTOM CHORD -. OF TRUSSES (TYP.) 'tWOOD TRUSSES SHALL BE BRACED ANC ERECTED IN ACCORDANCE WITH THE "TRUSS PLATE INSTITUTE" BRACING WOOD TRUSSES: COMMENTARY AND RECOMMIENDATION6;BWT-76, BRACING IN THE PLAN OF THE WEB MEMBERS a. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FORS ACH TRUSS WEB MEMBER REQUIRED b. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING ( MIN. 2" THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS ' . n A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS: QUIRED, ONE AT EACH VERTICLE LIE15 IEMEER LOSEST TO BEARING LOCATIONS THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING SPACED AT 8 TO 10 FEET NAILED TO TOP OF 50TTOM CHORD. DIAGONALS P ACD. AT 45 TO .THE LATERAL BRACES SHALL BE LOCATED AT EACH END. ° IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT20 FOOT INTERVALS TOP CHORD BRACING: a. IF PLYWOOD DECKING IS APPLIED D RECTLY TO TOP - CHORD, PROPERLY LAPPED AND INA ILED! TO DEVELOP DIAPHRAGM ACTION, BRACING 15 N01 REQUIRED b. IF PURLINS ARE USED, DIAGONAL TOP CHORD BRACING IS REQUIRED AT EACH END. IF BUILC ING EXCEEDS 60 FEET IN LENGTH DIAGONAL BRACING SHOU LD BE REPEATED AT 20 FOOT INTERVALS. WOOD TRUSS 5 SAC I1 C D E TAIL SCALE: N.T.S. III 00� OS�0�5 Q N 0 0 Q C P P S 5 0 0 P C 0 C Q PPEo ��e c SW o\)p� I !1� 0 Ii I A -ZONE' (T`I'P.) A ZONE 1 (TYPJ I � ,Lu (TYP.) ZONE 2 (TYPJ ROOF WIND ZONE DIAGRAPl*l ZONE 1-31.2P5F ZONE 2-62.3PSF ZONE 3 -93.2 PSF A -ZONE -1 FEET GABLE END TRUSS (IF APPLICABLE), SEE ROOF PLAN PROVIDE /W' SPACING AT PANEL EDGES APA 40/20 10/32" EXPOSURE F'RE'LENG. WOOD TRUSSES PLYWOOD SHEATHING • 24" O/C (SEE ROOF PLAN) 3 0 O Q,f O BETWE NF1iU� S O2 NAIL SEA / I _ LATERAL 5RACWG IF EACH SIDE OF SEAM REQUIRED (SEE tYP. { WALL SECTIONA 1/16" SPACE AT NAILING SCHEDULE (UNBLOCKED DIAPHRAGM) PANEL ENDS QI EDGE NAILING - 9d 0 4" O.C. Q INTERMEDIATE NAILING Od 0 b" O.O. Q BOUNDRY NAILING !d 0 4" O.C. WOOD FASCIA (SEE ® CORNER NAILING 96 0 4" C-C. TYP. WALL SECTION) w/ (2) Ibd TO EACH TRUSS END BOND BEAM OR TIE BEAM (SEE TYP. WALL SECTION) I--ImI4T�_4 fNCs 0"7mTo;l.C�-41- "mN1T T f!_ STUCCO ON CAULKING INSTALL IN ACCORDANCE WITµ METRO-DADE PRODUCT CONC BLOCK BRICK MOLD APPROVAL ACCEPTANCE No, 91-04082 FOR AWNING, 91-9,0142 FOR HORIZONTAL SLIDING, 90-04232 FOR DOOR STOP SINGLE HUNG AND 92-04193 FOR FIXED COLONIAL TYPE.' EXTERIOR DOOR. STUCCO ON FASTENERS SHALL BE RUST RESISTANT. SECURE DOOR JAMB TO WOOD CONC BLOCK CAULKING BUCK WITH MIN OF 2-8d FINISH NAILS SPACED MAX 16" O/C AND ON BOTH SIDES OF ALL HINGES AND STRIKE PLATE AS PER PRODUCT APPROVAL WINDOW UNIT W/ TAP CON I'x4" P.T. FURRING: GONT. 2"x P.T. WOOD BUCK W/ THRU BUCK AS PER PRODUCT APPROVAL W/1/2" DRYWALL 1/4" b x2 1/2" TAPCONS W/ MIN. EMBEDMENT OF 1 1/2" INTO GONG COL. OR FILLED BLK CONT. 2"x P.T, WOOD BUCK W/ WOOD CASING 6'-6" WIDE 4 LARGER, SPACING a I&"O/C 1/4"m x2 1/2" TAPCONS W/ MIN. EMBEDMENT &'-6" WIDE 4 SMALLER SPACING 0 12" O/C I"x2" P.T. FURRING : OF 1 1/2" INTO GONG COL. OR FILLED BLK W/1/2" DRYWALL 6'-6 WIDE 4 LARGER, SPACING a 16" O/C. &'-6' WIDE 4 SMALLER, SPACING o 12" O/C FASTENERS SHALL BE D,/�,10F,' JAM5 DETAIL RUST RE5I5TENT. WINDOW 5u('X pFTAIL SCALE: 3/4"-1'-0" SCALE: 3/4'=I'-0" CAULKING MINIMUM 8"X12" CONC COL W/4-05 VERT 4 02 TIES 0 12" O/C 1"x4" TRIM CONT, W/CONT STUCCO ON : SLIDING GLASS DOOR CAULKING BEAD CONIC BLOCK UNIT TAP CON THRU BUICK AS PER PRODUCT APPROVAL GARAGE DOOR W/TRACK IN ACCORDANCE WITH METRO- DADE PRODUCT APPROVAL NOTE. ACCEPTANCE No. 92-1102.1. FASTENERS SHALL BE RUST IN ACCORDANCE: WITH METRO- . RESI5TENT. STUCCO. ON DADE PRODUCT APPROVAL ACCEPTANCE NO. 90-0316.3. CONT. 2'x P.T.WOOD BUCK W/ I"x2" P.T. FURRING 1/4 0 x2 1/2 TAPCONS W/ MIN. EMBEDMENT CONC BLOCK 4 POURED CONIC. COL. "x6 P.T. WOOD BUCK ANCHORED W/I/2" DRYWALL OF 1 1/2" INTO CONC. COL. ORFILLED BLK TO CONC. POURED COLUMN W/ 6'-6" WIDE 4 LARGER, SPACING 0 18" O/C. 1/4" mx3 TAPCONS 0 12' O/C MAX. 6'-6" WIDE 4 SMALLER, SPACING 0 12" O/C STAGGERED, 4" MAX. FROM EA. END W/ 5LIDING; GLASS — I , "A WASHERS 4 1 1/2" MIN. EMBEDMENT, TYP_ DOOR SUCK DETAIL GARAGE DOORS Jfi4M5 DETAIL .SCALE: 3/4"-1'-0" SCALE. 3/4 I -0" NOTE: FRA" IEWORK TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. ILE M I— Im g I T— Iu z N > N Vl Q) r u o - 4 W e s G 4� � � W 0 U g rl< V WLLI - W J ji la Tl x w 1 ALL STRAPS ARE TRIPLE GALVANIZED (SIMPSON ANCHORS) TRUSS ANCHOR SCHEDULE (SIMPSON Z-MAX COATING OR EQUIV.) MARK TYPE CONNECTION IDENTIFICATION No. ONN,S 10d AILr4lDllbs. LAT. CAP. (TO TRUSS UPLIFT (133%) REMARKS PARALLEL O TO WOOD TO CONC. SIMP. HTS20 4 SIMP. A35 CLIP SIMP. HEtAL20 1 _ 1 I 6 6 - "I L411 125 Ibs. 450 Ibe. 1100 Ibe. 810 lbs. -0- Ibs. 850 Ibe. WRAP OVER TOP CHORD" c _gd�ll AILS, 6 PER FACE- -- " S) O CHORD W/ N,b,IL( OVER TO WOOD SIMP. HTS20 4 SIMP. A35 CLIP_ 1 1_ 8 6 - - 75 lbs. 685 lbs. 125 tbs. 450 lbs. 1160 Ibs. -0- Iba. WRA i:� OVER TOP CHORD c _Sd NAILS, &_PER FACE - I 8 4" 415 Iba. TO GONG. SIMPSON HETAL20 1100 be.965 1105. W/ NAIL(S) OVER CHORD G TO WOOD SIMP. HTS20 4 SIMP. A35 CLIP 1 1 9 6 - - 15 lbe. 685 Iba. 125 tbs. -450,lbs. 1305 I106. -0- lbs. WRAF? ad_NAILS, OVER TOP CHORD c 6 PER FACE 4" TO CONIC. SIMPSON HETAL20 I 10 415 lbs. 1100 Ibs. 1200 lbs. W/ NAIL(S) OVER CHORD OD TO U1000 SIMP. HTS20 4 SIMP. A35 CLIP 1 I - 10 6 - - 15 ]be. 685 lbs. 125 lbs. 450 live. 1450 lbs. -0- lbs. WRAP Sd OVER TOP CHORD c MAILS, 6PERz rACE 415 Ibs. TO CONIC. SIMPSON HETAL20 1 12 4" 1100 tbs. 1450 ]be. W/ NAIL(S) OVER CHORD TO WOOD SIMP. HT620 4 SIMP. A35 CLIP 2 I_ 8 6 - = 15 ]be. 685 lbs. 125 lbs. 450_lbs. 2320 Ibs. -0- be. IURAP OVER TOP CHORD --ad iNAILS, 6 PER FACE 4" note d O TO CONIC. SIMPSON HHETA24 SIMP. HGAM19KTA Z 1 12 note d 335 Ibe. 1105 Ibs. '130 Ibe. 1005 lbs, 2235 Ibe. 850 Iba. W/ NAILCS) OVER CHORD b W/ NAIL(S) OVER CHORD d F 70 WOOD TO GONG. SIMP. 14TS20 : SIMP. A35 CLIP SIMPSON HHETAZ4 SIMP. HG;AMI0KTA 2 _ 1 2 I 10 6- 12 note d - l5 ]be. 685 Ibe. 125 Ibe. 460 ]be. l30 Ibe. 1005 lbs. 2900 Ibe -0- [be. 2235 be.W/ 1850 lbs. WRAP OVER TOP CHORD C Sd NAILS, 6 PER FACE NAIL(S)OVER CHORD b W/ NAIL(S) OVER CHORD d 4" note d 335 Iba. 1105 lbs. MARK TYPE CONNECTION IDENTIFICATION NO ONN'S (2) 3/4" x 5" MIN. ALL THREAD RODS ANCH. W/ SIMPSON EPDXY -TIE ANCHOR SPACING REMARKS GT TO ONC. BM. SIMPSON HGT 2 1 10980 ]be. SEE SPECS. FOR 2 MEMBER GT OGT TO ONC. BM. SIMPSON HGT 3 1 10530 Iba. SEE SPECS. IF -DR 3 MEMBER GT OGT TO ONC. BM. SIMPSON HGT 4 1 S250 ]be. SEE SPECS. - FOR 4 MEMBER GT OGT TO ONC. BM. SIMPSON HD&A I 5510 [be. SEE SPECS. R 2 MEMBER GT OGT t0 ONC. BM. $IMPSON H014A I I3 SEE SPECS. F R 4 MEMBER GT a ALL UPLIFTS UNDER 05 Iva UNO- UBE ANCHOR'A" AS TYPICAL b ONE MSAM% M ADDITION TO ONE HETAL 20. FASTEN MTS4% TO TB WV (4) 3/16' DIAM. TAF66N5 AND NAIL TO TR O FE'R.GCMWN-E FASTEN TO T8 ON INTERIOR SIDE FOR NAILING TO VIRGIN WOOD. G NAILS FOR HTS STRAPS ARE FOR EACH Elm OF STRAP. .. Cl FASTENERS ARE SUPPLIES WITH T14I5 CO4NECTOR - 114' DIA TREN smu s. SEE CATLOG FOR NUMBER AND LENGTH. = _- C l� " I 77 u. ^s: CONC. COLUMN W/�� 405 VERT. W/ 03 TIES a 12" O.C. qq� IF TRANSITION IS 24" OR GREATER n d _ CONC. BM SEE BEAM SCHEDULE „y FOR REINFORCEMENT GENERAL NOTES: I. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE 200P II. ENGINEER ACCEPTS NO RESPONSIBILITY FOR GRADE BEAMS, SLABS, FOOTINGS, AS ADOPTED BY MARTIN COUNTY AND ALL APPLICABLE AND OTHER STRUCTURAL ELEMENTS UNTIL REVIEW OF APPROVED TRUSS, CONCRETE FLOOR, AMENDMENTS. AND OTHER SHOP DRAWINGS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. 2. BUI DER SHALL CO-ORDINATE ALL THE WORK OF ALL TRADES. 12. CONCRETE SHALL CONFORM TO ASTM C94 9"IAND SHALL HAVE 4000 PSI 3. BUI DER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOSSITE COMPRESSIVE STRENGTH IN 28 DAYS P IOR t0 STARTING ANY WORK AND NOTIFY ENGINEER IN WRITING ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318.99 AND IMMEDIATELY OR THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ACI 301-99. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE AN ERRORS OR OMISSIONS. DO NOT SCALE DRAWINGS. WITH ACI 530-99. F'm = 1800 psi ;3. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: 4. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED. SLABS ON VAPOR BARRIER - 3/4" AL DW ONE WEEK FROM DATE OF RECEIPT FOR REVIEW. BEAMS AND COLUMNS -' 1 112" 5. BU LDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR FORMED CONCRETE BELOW GRADE - 2" N -STRII:UGTURAL MEMBERS DURING CONSTRUCTION. UNFORMED CONCRETE BELOW GRADE - 3" Fi. REI FOR¢ING STEEL SHALL BE LAPPED 46 BAR DIA. MIN. WHERE SPLICED '.. 14. REINFORCING STEEL: GRADE 60 (FY=60.000') ASTM A&B. AN SHALL BE WIRED TOGETHER. PROVIDE GB COMER BARS SAME SIZE 15. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACTS "MANUAL OF AS HORIZ. BEAM REINFORCING AT OUTSIDE FACE. LAP 48 BAR CIA STANDARD PRACTICE FOR. DETAILING REINFORCED CONCRETE CONSTRUCTION" MI . AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS I. STRJCTUR4L WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER NOTED OTHERWISE. CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF 6. DETAIL OF CONCRETE REINFORCEMENT SHALL BED ACCORDANCE WITH "THE T MEEh2 CONSTRUCTION. LUMBER SHALL BE SYP NO.2 OR BETTER MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" 8. STRUCTURAL STEEL SHALL CONFORM 70 THE AISG S EGIFIGATION FOR THE AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS DE SIGRI FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR NOTED OTHERWISE. ILDING5" LATEST EDITION. MATERIALS SHALL CONFORM TO THE A LIC�RLE ASTM SPECIFICATION AS FOLLOWS: 11. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO II,SHAPES,PLATES, ANCHOR BOLTS - A 36 SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. MACHINE BOLTS - A 325 18 . CONCRETE FOR 6" REINFORCED BALCONY SLABS SHALL HAVE "Boral BCN" ITUSULAR - A500- GRADE B (46 K50 OR EQUIVALENT CORROSION INHIBITOR ADDITIVE PER MANUFACTURER'S RECOMMENDATIONS. 9. UE DED (ICONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 19. ALL CONCRETE SHALL HAVE SUPERPLASTICIZER ADDED FOR INCREASED ,,a-RUG1jURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS WORKABILITY AND PREVENTION OF REINFORCING STEEL CORROSION HALL BE A.W.S. A5.I EIOXX. 10. TRUSS ANUPACTURER SHALL SUBMIT POUR (4) COPIES OF SHOP 20. NOTE TO STEEL DETAILER/FABRIGATOR: HOOP SIZE ON GRADE BEAMS SHALL BE DiAND D I ENGINEERING CALCULATIONS, SIGNED AND SEALED BY A CALCULATED AS FOLLOWS: I12" RECESS PLUS ha" COVER AT TOP= 3". PLUS 3" COVER AT FLORIDA A REGISTERED ENGINEER, OF THEIR ROOF TRUSS DESIGN FOR BOTTOM (STEEL WILL REST ON PILE) = 6". 24"GB- b" = Ia" CAGE. ALL CAGES NOT SIZED A17L FOR REVIEW PRIOR TO FABRICATION. ACCORDINGLY BY +/- I" WILL BE REJECTED. CONTACT THIS OFFICE TO DISCUSS: DUE TO SALT PENETRATION. V FILLED CELLS PLAN AND COLUMN IEDULE FOR REINF. .4 M +--E I C-F +- 4 T BOTTOM N 65 T TOP "' I. SCHEDULED HOOPS AND STIRRUPS SHALL 5E PLACED AT EACH Q END (EEJ OF BEAM OR THROUGHOUT (T.O.) SEAM AS U EC_ (SEE BENDING DIAGRAM) INDICATED ON BEAM SCHEDULE. STIRRUPS 6HALL BE TYPE 5-3 m M MID -DEPTH AND HOOPS SHALL BE TYPE T-I TYPICAL CRSI BAR BENDS G CENTERLINE -' UNLE55 OTHEIMISE NOTED. 'r, 2. ALL BEAM (MARK "B') TOP BARS SHALL 8E OONTINUOUS UNLESS I.F. INSIDE FACE OTHERWISE NOTED OF. OUTSIDE FACE 3. ALL TIE BEAMS (MARK "TB") REINFORCING SHALL BE CONTINUOUS THROUGH TIE -BEAMS ONLY. I.L. INSIDE LAYER 4. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW 4 DOOR O.L. OUTSIDE LAYER HEADS (26" MAX) ADD 2-5 BOTTOM IF DRIOIa EXCEEDS 8". H HORIZONTAL 5. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8' TO FIT BLOCK WOW, z O V VERTICAL - 6. ALL ADDED LONGITUDINAL BEAM REINFOf@gING SHALL EXTEND 6" m E.W, EACH WAY MINIMUM INTO SUPPORT UNLESS OTHERWISE NOTED. 0 w UL -. T. REFER TO GENERAL NOTES FOR INFORMATION ON CONCRETE AND z = W P. TEMPERATURE / STEEL SPECIFICATIONS. Q ? w (PLACED TRANVERSE TO 8. CONCRETE FOR COLUMNS AND BEAMS SHALL NAVE 4000 PSI N MAJOR REINFORCING) COMPRESSIVE STRENGTH AT AT 26 DAYS. p� IRE � NF'G. MAiR< LEGEND EE 9. ALL TIE BEAMS SHALL HAVE T 03 TIES EACH WAY (2) 0" ® CORNERS. ADDITIONALLY, AT EACH GORdER ADD !2) 60" GOFdJER BARS (30 " EW) ® OUTSIDE FACE. 1" IASONRY LJAL-L= NOTES I. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED LATERAL REINFORCEMENT a 16° O/C HORIZONTAL. EXTEND REINFORCING 8" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. 2. PLACE CELLS ADJACENT TO ANY EXTERIOR WALL OPENING. W/ REINFORCING AS CALLED FOR. GROUT CELL FULL HEIGHT. 3, PLACE CELLS AT ALL CORNERS. 4. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 3000 P51 GROUT MIX. 5. TH4E FOLLOWING SYMBOLS ON THE PLAN INDICATE SPECIFIC CELL LOCATION AND CMU UNIT SIZE AT ATYPICAL AREAS ■❑ 6" FILLED CELL W/ I S VERT. Q 12" FILLED CELL W/ 2 *5 VERT. FfRAt'-IING NOTES THE TRUSS LAYOUT SHOIIN ON THIS SHEET IS SCHEMATIC IN NATURE.HOWEVER THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN( WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW AS PER GENERAL NOTES. TRUSS DESIGN AND BRACING OF ROOF SYSTEM IS DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURE. THE STRUCTURAL DESIGN OF THE BUILDING HAS BEEN CALCULATED FOR ALL TRUSS LOADS THE LATERAL LOADS ARE PERPENDICULAR TO THE PLATE TRUSS DESIGNERS MUST PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AS PART OF THE DESIGN. PROVIDE 2x4 BLOCKING OF ROOF SHEATHING WHERE INDICATED ON 82 AND 53. NAIL WITH Sd GALV. RING-SHANKED NAILS 9 4" O/C e JOINTS AND 6" O/C IN FIELD. NAIL PER AMERICAN PLYWOOD ASSOCIATION SPECIFICATIONS THROUGH 5/8" CDX PLYWOOD ALL SHEATHING 5/8" COX PLYWOOD. ALL SHEATHING NAILING 8d RING -SWANKED NAILS m 4" O/C JOINTS AND 6 O/C FIELD. 1.i.PROp�SEDwS PK 1,pNS AND Py CORREOT10SNpS P N RS A se��ECT >,NspEc �pF 4U1R6D � SpRY iN ORD6RS OOD6S p1.5,ppPL10Pg MARK TIE ,SEAM SCHEDULE MARKMIN. SIZE (W x H) ELEV. REINFORCING "3 STIRRUPS REMARKS TOP MID BOTT TBI 8"x12" VARIES 2 "5 -1 2 "5 NONE REQ'D. TYP. TIE BEAM BI 8"x14" +42'-0" 2 "5 _ 2 "5 ST. e 6" TO 52 12"x24" +33'-6" 3 *5 2'*5 3 r HPS. 6 10" T.O. NOTE D 53 to"X20' +34'-0" 3 "5 2'',*5 3 *6 HPS. e 1" T.O. NOTE D 154 8"x34" +34'-0" 2 *5 4 "5 2 *l ST. e 12" TO NOTE A 55 12"xl4" +33 -6" 3 "6 2 *5 3 "l ST. a 5" TO UP 6EAT MAIBALCONY (SEE P 56 8"x40" +11 -6" 2 *5 4 05 2 "l ST. e 12" TO NOTE A E51 8"xl6" +32 -6" 2 *5 - 2 "5 ST. e 6" TO 58 8"xl2" +33'-6" 2 *5 - 2 *5 ST. a 5" TO 59 8"x34" +34'-0" 2 *5 4 r 2 01 HPS, e 1211 T.O. NOTE A,D Bl0 Bll S"xl6" +32' 6" 2 'B 2 "6 ST. e 6" T.O. OVERPOUR IB" AT BEAM HEIG CHANGE (SEE PLANS) 512 8"x18" 1 2 *1 2 "5 2 *l ST. e l" TO 5I3 12"x24" +221-6" 3 *5 2 05 3 *6 HPS.. e 10" TO NOTE D 5I4 81'x40" +23'-0" 2 *5 4 *5 2 *T ST. e 12" TO NOTE A E515 8"x30" +22'-6'I 2 *5 2 05 2 06 ST. e 12" TO B16 - BIl 8"x12" +2l'-8" 2 *5 - 2 *5 ST. e 5" TO 5I8 12"44" +W-0" 3 05 2 05 3 06 ST. e 10"'TO NOTE D 1519 811x18" +11'-0" 2 05 - 2 "8 ST. e 5" TO E520 8"x34" +11'-6" 2 *6 2 *5 2 08 HPS.. e 8" TO NOTE D 521 6"x30" +11'-6" 2 "6 2 05 4 "l ST. e 12" TO 2 ROWS BOTTOM STEEL - APART OF (2) *I SPACED 3" APART E522 811x18" +11'-6" 1 2 % 2 "5 2 "8 HPS. e 4" TO NOTE Z) 523 8"x24" +IP-0" 2 05 2 *5 2 06 ST. e 10" TO 524 8"x16" +10'-0" 2 *5 2 *l ST. e 6" TO OVERPOUR-18" AT BEAM HEIG CHANGE (SEE PLANS) 525 8"x32" +11'-6" 2 "6 4 05 2 *l HPS. e 8" TO NOTE D 526 x2 8"4"u VARIES FROM TO • '-6 To dr-m" 2 08 2 052 '"8 ST. e Im" TO CANTILEVER BEAM 521 8"x30" +11'-6" 2 % 2 05 2 "8 ST. e 10" TO 526, I "X12" +II'-6" 3 *5 4 wl ST. e 411 TO 529 16"xl2" +23'-0" 3 OE5 4 wl ST e 4" TO E530 8"x3O" +23'-01, 2 "5 2 *15 2 "l VARIES SEE DETAIL SHEET S-4 Ll 8"x8" 1 05 NONE REQ'D PRECAST CONC. LINTEL NOTES: A -MID BARS a 1/3 POINTS D- HOOPS ARE T-1 CLOSED HOOPS B-MID BARS e 114 POINTS C-MID BARS e I/5 POINTS SPAN 1 SPQRN 2 SPAN 3 CANT'L 1/4 1/4 1/4 1/4 1/2 Sl $1 52 52 52 END B R TOP TR TOP BAR TOP BAR BTM. BAR 6"MIN. BTM. BAR B N. BAR END BAR END BAR HOOPS OR STIRRUPS HOOPS OR STIRRUPS SPACED FROM SPACED FROM SUPPORT FACE SUPPORT FACE AS SCHEDULED AS SCHEDULED BENDING DIAGRAM (FOR CAST IN PLACE CONCRETE BEAMS) E,FAI_ C _0 LL z � � c�q 3 w � � DatC 4-11-01 Rri; No of Shts. 2l x rim^Fsg1 tsF,T� 3r¢ -' _ F ee m"r �"s wd ,i ,.Yek �6t''j''{ - (/N�."'ee' A¢ro .� P3i Y A S,R- aa£9(P f F 5 'Y 4 } Vm l 1„ � a' E� a" w k iP�i , 0 g L�;Opy s A \ i DESIGN DATA. WIND SPEED: 140 MPH l3 SEC. GUST WIND IMPORTANCE FACTOR: 1.0, 5LDG. CAT.: 11 WIND EXPOSURE: C INTERNAL PRE55URE COEFF: +/- 0.18 COMPONENTS AND CLADDING: SEE PLANS 0 - IID'._ID".. — --- - r 7 7 7 11'-rd" 2- x_ L DG B BIJI DE 2 2x.. R B LP 2- t.. L GE B BUI DE um e r G ®rn... p a r am/ 11'-6" Fl d � ARCHITECTS, I`l�® DUIIde 'S Choice FI0 FI 5 10 > sas 102 10 102 ❑ APPRpVEp ®REVISE 3RES TFU�i DIVISION 0 OVED AS CORRECTED 0REJECTED FORT LAUDERDALE 2601 S. Andrews Ave.- Ft Lauderdale, FL 33316 ep This review is only for general conformance with Its dss�n m�Rt m ar. x: ( 4) 168-5926 v d l 4), - 24 - Fa 95 D consWt'u'lcowi;hthaN!ameHon given In theco not Tel 95 63 12 24 A/C HA E 9 � doanwnts.Corwomorcrhmmenfs madaon the BONITA SPRINGS v 16 /C SPACING ti4tsmviewdarmtrellsvalilscenlracfortrom compliance wiN�dle d 25250 Old 41 Rd. - Bonita Springs, FL 34135 24" /G HA E I -4 1 -4 I -4 _ mamsotdlep�nsandspeci(icaGons.R,:y'cvel efasps,,noitem sha not Tel: (239) 992-3423 - Fax: (239) S4,-4099 Iname approval ofan aswr of w;' STUART CO tractorisrens@le, rbe �i ne is acomigisIa 2" l'-8' D EP L R RU SE � 1'-4 O M x � fo!'(kmen.,n;nsfibecenfirmedentlwlrela(aoa 6451 5W Old Kansas Ave -Stuart, FL 3499, P LO R RU s' II -ro" 6' II'-1 p_q' 1'-4' I'-4' I'-4" _ lob site;lnformationthat wy m LU FO— pertains sdety fotheWhAcafion R STIRGTU ��m,me>hodstechnques, Dsoess� b Tel: (56U,81-2332 -Fax: (56U,81-2355 I'-4' 1'-4 I'-4 .ti , sequencesaMpmceduresol com w 2 PLY A dlnafanotthelvcrkoFaflothartradas;andfsrper(OmtngrlR 1 your responsibllity to check and verify 1 F - masaleand rlimir O J LJ LA J LI�J J A c4 J L IJ 8 �� ou truss layout before signing. Check all m 1'-4' I'-4' I'-4' , A , rA A A A rA , A CONN. BY 2 _2x.,. LEDGE ,�.. I di enalons, spans, pitches, loads, overhangs, 10' p1 BUILDER 9 I $Y PUILDE ' —' BY' o r type (hip, gable, etc.) cathedral or e 24' A/C CH E 24" A/C HA E 2 2x_ DG R B LDE It conditions, etc. m ® ^ w I0I 4"'' G SE �LoOR jT:Rl,I5.5 END DETAIL Trusses spaced 24" O.Cmax. unless otherwise specified: CONN. B NTS Builder to erect trusses per TPI bulletin BUILDER D' K2 1-II5-91, All temporary and permanent bracing, w 11 pIFF C NN ��E7qq LS Z 2g 4" 2 10 4'- 2'-8 � r w ON PAIS AI44 S� ' nailing or bolting of multiple truss members A A A A A 41- LTFCs102 CiEASE ARIFY KIG w io and all non truss to truss connections are J L J L J L J L J L J J J COL TOP r , rA , rA A , rA , rA , rA z 0] y".3 2'-®" m the responsibility of the builder. Consult aJ •s 9'-IID' d1 C C` JIG supplied engineering pack for actual requirements. } N m ALL NECESSARY REPAIRS TO TRUSSES MUST BE �} I� n REPORTED TO CAUSEWAY LUMBER COMPANY WITHIN 1'� w 48 HOURS OF DISCOVERY.BACK CHARGES OCCURRING `7 LL "' '_ - I'2 FROM FIELD REPAIRS WHICH WERE NOT VERIFIED AND APPROVED ACCORDING TO SPECIFICATIONS BY 0 m CAUSEWAY LUMBER COMPANY WILL BE REFUSED. r TRUSS LAYOUT 15 A PLACEMENT PLAN ONLY J LA J LA J LA J LA J LA J LA J— W _ 4 FG10ro c N e COLUMN FOR 2-PLY O r `I UPPER STRUCTURE Zn 40 4 CONN.BY u REVISIONS,. CONK. BY BUILDER -2x.. ED ERJY ILD R 2-2x. LE E BY UIL ER BUILDER - DECO. OUTRIGGER 3'-2" 6'-1m" BELOW TOP CHORD BY BUILDER I ROOT= TRUS5'E_N I "AIL TH15 LAYOUT 15 THE 50LE 5OURCE FOR FABRICATION OF NTS TRU55E5 AND VOIDS ALL PREVIOUS ARCHITECTURAL OR ��r#��+ 7f�� /y+ t�� HANGER SGHEDULE OTHER TRU55 LAYOUTS. REVIEW AND APPROVAL OF TH15 mil `�uND FLOOF, TI `USS ELAN FOR MORE IFO. REFER T091MPR CATALOG SYMBOL MOpEL FLOOR ROOF UPLIFT LAYOUT MUST BE RECEIvEp BEFORE ANY TRUSSES WILL (I.5) J�L A HU526 1550 2185 3325 1550 BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAIN51 J�L B HGS26- 3"150 3�50 23 5 CHANGES THAT WILL RESULT IN EXTRA CHARGE5 TO YOU � JAL c HGUS26-2 3940 4930 2325 Date � � ,� � (N � � I � � � � JUL D HCzUS2ro - 3 3940 4930 2325 JWL E HUS25 3350 3555 2000 23'-0" _INL F HGU528 5120 5120 3015 I� i�LEASE i�ROVIDE FLOOR TRUSS TO �nyL G HGus28-2 6505 1g25 3220 STEEL BEAT" I CONNECTION DEITAIL 21'-(" JNL H HGUS28-3 6505 "1 3220 JML J 144U546 2580. 3225 1550 222' , ���i� -6" 1rp'_4° - —�. � 'K THJA2ro 2010 2450 '120 :AL L LUS24 690 865 411 12 Customer 0 Q N Fos AA IF IN rr rr 111 mill ps Eli s PURUCKER 4 M,4RR4N0 THES Job Name - aRESU SgNOAtc NEWMAN RESIDENCE RERUIRED��ANYLp tJPCSEt) � Mqy®� r�'CDINSP RRECTIO WORK Job Address. �OMPIyNWj H8+ 9RYJNA ORS THAT WATERSONGz WAY N TO APP(/CgOLE CODEB, DECO. OUTRIGGER BELOW TOP CHORD BY BUILDER ROOF TRU55 END DETAIL Ni 2-2x., LEDGER Subdivision Lot Block 42 City 5 ata Zip Code HUTCHINSON ISLAND FL Drawn by Scale Date EKREM UZI" IAN 1/4" 4.MAR,O(o Bearing Pitch Roof Covering VI 7/12 TILE p Chord Ta i Is Cut Overhang 2X4 SQR V-4" / 2'-01 Duration Factor Duration Factor (gravlty) 1.25 (wind), 1,33(C8C) Wind Load Typo LOADS ROOF FLOOR ASCE '1-02 Design Wind Speed 2(d 4(p 14rT MPH TGLL Building TypeCLOSED TCDL 15 20 Category II BCDL IO 5 Importance Factor BCLL 10 - - 1.0 Building Exposure G TOTAL 55 ro5 2-2x.. LEDGER Job Number 0 U O U a c 0 .y m 0 a 0 t5 lL a �9 cs U LL Q d TH15 LAYOUT 15 THE 50LE 5OURCE FOR FABRICATION OF TRU55E5 AND VOIDS ALL PREVIOU5 ARCHITECTURAL OR OTHER TRU55 LAYOUTS. REVIEW AND APPROVAL OF TtL kr. LAYOUT MU5T 5E RECEIVED BEFORE ANY TRU55E5 WILL "-T— BE BUILT. VERIFY ALL CONDITION5 TO INSUR€ AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. Date: - • N ®I®_I���I�im /mix I ilm i rgli�� �i/�1�1�11e� 0110I11I®INi i Mill MEN= „ i iilm- „�ll Mill 1111 • j ®III BY 111111111! IR 2� J to w'^ Uv 2 -2x. 55'-(0" MMT n TOP M3 1- Elm slit AF'' H J2 O 'll FG4 IR ;,ll ill ���II II \©I1 ffl 1� =O m --- ROOF TRU55 FLAN 4 - I/ 1 -0 J3 m ea N H em 0 IL In 7 O di- 0 J uN g0 J3 II 5EAfRING HE IG;HT& 34'-0" ® 33'-6" 177777771 32'-6" SEE PLAN 16 O/C SPACING L2-2x.. LEDGER BY BUILDER FLOOR TRUSS €N® DETAIL DECO. OUTRIGGER BELOW TOP CHORL BY BUILDER ROOF TRUSS ENC) I) E T,41 L NTS I 3 5 ,4RING HE IGHT5 42'-0' 38'-91 AA'=79 AM1i10S APPROVED ® REVISE 6 RESUBMIT ® APPROVED AS CORRECTED ® REJECTED This revlew is onVor general Conformance with the dssign tbncopt of the pr*d and general oompATrkca with he inIMMdon 9W In the connate docamonts.COMKtioruor=Mwtts medson the shop dkawhgadudng ftmviewdonot caflovethaoenthe&-rIlan cempliance Ath the regaim- Monts of tlmplans andspad@catons , ,appal d, a 9p 11C I sm shell not hdWe appmvel of an EWMI 0 wilkh the hem Is a as npmt Con - "der is repoasibhi for. Dimensions to be omfinmed and oonelsted at the iobsita;InfolmationMWaurs ides to the fabrication pracassasarto "meare, medals, tel sequences and proca m of oarmnuo• were coordination of the work of all odler trades: and tr pwb wft am work inasells and sa rymwmw. 12 A �Q Mq an C0 1' - ' DECO. OUTRIGGER 41l BELOW TOP CHORD 2 -0 BY BUILDER OF ,i® bFT,41 J Lumber GOrrpary The 5ui Ider's Ghoice TRUSS DIVISiON FORT LAUDEiRDALE 2601 S. Andrews Ave.- Ft Lauderdale, FL 33316 Tel: (954) 163-1224 - Fax: (954) 168-5926 BONITA SPRINGS 28250 Old 41 Rd. - Bonita Springs, FL 34135 Tel: (239) 992-3423 - Fax: (239) 941-4099 STUART 8451 SW Old Kansas Ave - Stuart, FL 3499-1 Tel: (561)151-2332 - Fax: (56U 181-2355 It Is your responslblllty to check and verify our truss layout before signing. Check all dimensions, spans, pitches, loads, overhangs, roof type (hip, gable, etc. cathedral or vault conditions, eta Trusses spaced 24" O.C.max, unless otherwise specified. Builder to erect trusses per TPI bulletin HI5-81. All temporary and permanent bracing, nailing or bolting of multiple truss members and all non truss to truss connections are the responsibility of the builder. Consult supplied engineering pack for actual requirements. ALL NECESSARY REPAIRS TO TRUSSES MUST BE REPORTED TO CAUSEWAY LUMBER COMPANY WITHIN 46 HOURS OF DISCOVERY,BACK CHARGES OCCURRING FROM FIELD REPAIRS WHICH WERE NOT VERIFIED AND APPROVED ACCORDING TO SPECIFICATIONS BY CAUSEWAY LUMBER COMPANY WILL BE REFUSED. TRUSS LAYOUT IS A PLACEMENT PLAN ONLY HANGER 6CHEDULE FOR MORE INFO. REFER TO 61MP5CN CATALOG SYMBOL MODEL FLOOR ROOF UPLIFT (I (1,25) (1.33) JWL A HU526 2185 3325 1550 4L B 1HGU526- "3150 3150' _ 116$ JIL C` 4GU526-2 3%40.. 4e30 2325 JUL D HGU526-3 -3940 4B30 2325 AL E HUB25 3380 3585 2000 AL F HGU528 5120 5120 3015 JML G HGU526-2 6805 11325: 3220 JNL H HGUS28-3 6805 1925 3220 JUL J HHUS46 2580 3225 1550 K THJA26 2010 2450 120 g1yL L: LUS24 6SO 865 490 Customer �/ SD&JECrAND A4Lp,O PURUCKER 4 MARR,4NO 11REDBYFI ANYOORRE EDWORK Job Name IENEC ELDIAISP cr/oNs NEWMAN RESIDENCE :YW/THgSgaY/lyOgpESTHAr Job Address 14gPPIRrICA84EOOD WATERSONG WAY ES. Subdivision Lot Block 42 City State Zip Code HUTCHIN50N ISLAND I Drawn by Scale Date EKREM UZMAN 1/4" 4.MAR.06 Bearing Pitch Roof Covering 8" 1/12 TILE Top Chord Tails Cut Overhang 2X4 SQR 1'-411 / 2'-0' Duration Factor (gravity) Duration Factor (wind) 1.25 1.33(C4C) Wind Load Type LOADS ROOF FLOOR ASCE 1-02 Design Wind Speed 140 MPH TOLL 20 40 Building Type TCDL le)20 CLOSED Category iI BCDL 10 5 importance Factor BOLL 10 1.0 Building Exposure G TOTAL 55 65 E 0 U 0 a c 151' BUILDER ¢° Job Number > LEDGER TO FRAME WALL 10�040 2 OF 2 AND TII TO LEDGER GONN. Y BUILDER P) JULUS LEE'S en e!l�M plc OL FILE E�G NEERIco NCs; PA, vE i� o t \ C- 1 i Tj ROOF TRUSS TO; IJJOOp Gonaunny5tructwAlLgin�r ; \; , FRAME WALL CONN �PE7AIL - _ `� Florida Reglstered Englne� �,.y, . NO, 9 .,_�. Llcaroe • 34869 � T � i �y NTS REVIEWED Flulda Business Esglnw rig �� " g 0 •�` Llcenea •5606 i� q �({` By jUhus lee at 10:01 Slim, Mar 13, 2008 IDOW w.A w 1y Rd. N ablllnyton, FL 33414 tL 0 � SEAL LIGHTING FIXTURE SCHEDULE TYPE MFG./PIN LAMPS MOUNTING MOLTING NO.OFTURES FNISH j REMARKS HEIGHT -x FIX FIX TEA. BLBEGADG.1 NO. TYPE WATT O ® i CIF 9 RECESSED 1 H TO THE TOP 0 S AINLESS STEEL TERRACES 2047 2047P O N/A O BEGA O I PAR-20 24 RECESSED N/A 7 STAINLESS TERRACES 6940/541 A -LED STEEL.. TEKA WALL T-0" TERRACES DO Beacon Wall Mount N A-19 40 SCOUNCE OR MORE 5 COPPER gUG BULB TOTAL OF FIXTURES 12 _- NOTE: ALL ROUTING HEIGHTS ABOVE/BELOW FINISHED GRADE GFIAIP W (� d m STANDARD ELECTRICAL LEGEND SD(D S"OKE RECESSED LIGHT ® DETECTOR FIXTURE C FULL CORD FIXTURE VAPOR PROOF RECID FIXTURE REC'D ADJUST, FXTURE O EXHAUST FAN FC CEILING MOUNTED EXHAUST FAN UNTH FIXTURE LIGHT WALL MOUNTED JC CEILING MOUNTED FIXNRE JUNCTION BOX n J WALL MOUNTED J-BOX O�JI o(Z::� J BOX w/OPT. PAN/LIGHT OV\ FLOURESCENT LIGHT FIXTURE FLOODLIGHTS/SECURITY UNDER CABINET FIXTURE g ELECTRIC META O ELECTRIC PANEL DISCONNECT 20 A�� DEDICATED 10 AMP OUTLET ® 220 VOLT ARC FAULT CIRCUIT AFia:gr RECEPTACLE INTESUPT DUPLEX OUTLET GFCU GROUND FAULT CIRCUIT INTERUPT DUPLEX OUTLET HALF SWITCHED Ulf' Gantt WATER PROOF GPCI TELEVISION JACK -EA= PUSH BUTTON -�Q DIMMER WALL TELEPHONE JACK -(fl- 2-WAY WALL SWITCH n 3-WAY WALL SWITCH SWITCH FLOOR OUTLET FLOOR. PHONE JACK rya 4-WAY WALL SWITCH DOOR JAMB Sjt4 SPECIALTY LEGEND O AIR COND. SYS, st SPRINKLER SYS. (THERMOSTAT) (TIMER) ® SECURITY SYS. SECURITY SYS. (KEYPAD) (MOTION DETECT) ® SECURITY SYS. (PANEL) O INTERCOM COM. SYSTEM COM. SYSTEM P (DATA PORT) (DATA t PHONE) ELECTRICAL NOTES L CONTRACTOR SHALL vaRjF1' WITH FP.k. THE LOCATION OF SERVICE AND SHALL LOCATE THE METER i PANELS AS fgEc UIRED. 2 ALL WIRE SHALL BE THEN COFP#R ASS NOTED OTFEPoUSE 3. WHERE RECUIUIRED BY OT14ER CODES SERVICE AND FEEDER CONDUCTORS STALL BE COFFER OF EaJAL ATPACTY. 4. ALL BRANCH CIRCUITS N RACEI44Y OR NON METALLIC SHEATHED CABLE 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTR7ICTTON. 6. VERIFY ALL CONDUCTORS 40 PREAKERS WITH E(>r PmENT MA&FACRA;ER SPECIFICATIONS. 1. PROVIDE DISCONNECT 80TC44 C r. SIZE AS REoffl) BY LOAD AND WITS. 8. PROVIDE NON -FUSIBLE GRERAi DUTY SAFETY WTCHES AT A/C EQUIP. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAI R PAEL AND AS PER MANUFACTURER RECOMMENDATIONS, 3 FROVIDE GFCI BR£N=ERS FOR .- LL BATHROOMS, GARAGE AUK EXTERIOR OUTLETS AS SNGU.N ON PLATS. 10. ELECTRICAL FIXTURES, TRIM AU? APPLIANCES SHALL BE UL APPROVED 40 AS SELECTED BY OINER ALL COWTL;RTOP RECEPTACLES SHALL BE GFI OUTLETS. It PROVIDE FRE-IURED TELEPHONE / CABLE T.V. OUTLETS AS SHOWN ON Fi4L FIOADE OPfTCNAI. FRHLIRED HI.dISFEED DATA OUTLETS AS SHOWN ON PLANS. (r- APPLICABLE) 13 PREURE FOR GARAGE DOOR OPENER SENSOR ig N V T IL Q 0) Cf) Kl 29 u LL H- UL THESE PLANS AND ALL PROPOSED WORK f� �{ 0 U ARE SUBJECT TO ANY CORRECTIONS g 1 r � Q REQUIREDBY CEFIELDINSPECTORSTHAT )1 t `/ ui MAY BE NECESSARY IN ORDER TO � COMPLY WITH ALL APPLICABLE CCDEB, ,,/T� 4 Q SIRE STOPPING REQUIREMENT W \n/ 1 > PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL W Q BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS ASTM-E-014. NOTES:I GROUNDING OF RANGES, COOKTOPS, LOTHES DRYERS, � WALL MOUNTED OVENS. THESE APPLIANCES SHALL HAVE 4- WIRE CORD RECEPTACLES 12OV. HARDWIRE SMOKE DETECTORS WITH Q BATTERY BACK - UP REQUIRED. SMOKE z DETECTORS WITHIN LIVING UNIT SHALL BE INTERCONNECTED. SP.B.C. 312-1 ELECTRICAL EQUIP. INSTALLED OUTDOORS OR IN WET OR DAMP LOCATIONS SHALL BE LISTED AS I APPROVED FOR INSTALLATION IN SUCH LOCATION. Joe Date 4-II-01 RCS NO. Of ShtS, py FIL 914 G i sE AL LS i g I � � r I I z � STANDARD ELECTRIG,4L LErztEND SCO''I SMOKE RECE65ED LIGHT O DETECTOR FIXTURE PC PULL CORD FIXTURE oVAPOR PROOF REC'D FIXTURE V `> FEUD ADJUST. FIXTURE O EXHAUST FAN. FC '', CEILING MOUNTED EXHAUST PAN WITH FIXTURE. LIGHT WALL MOUNTED CEILING MOUNTED JG FIXTURE JUNCTION BOX JW WALL MOUNTED J-BOX. FLOURECENT LIGHT FIXTURE Coo J BOX w/OP F /LIGHT OO. r UNDER CABINET I-1XTU� FLOOD/SECURITY LIGHTS. Ea. ELECTRIC METtR ffii—�] ELECTRIC PANEL L DISCONNECT 20 AMP �DIEATED 70 AMP 220 VOLT ARC FAULT CIRCUIT AM$. RECEPTACLE. INTERJPT DUPLEX OUTLET CIRCUIT %FCI� INT�PDTFAULT DUPLEX OUTLET HALF SWITCHEy Up GM3d�r WATERPROOF GFCI TELEVISION JACK TELEPHONE A& -69- 7-WAY WALL 5I�j�N 4t m PUSH BUTTON - DIMMER WALL �ni: 3-WAY WALL SWITCH SWITCH ® FLOOR OUTLET w 4-WAY WALL - SWITCH y DOOR JAMB SWITCH � FLOOR PHONE JACK SPECIALTY LEGEND AIR COND. 5Y5, T SPRINKLER 5YS. ® (THERMOSTAT) (TO1EW ECURTY:5Y5. SEGIRITY5Y5. (KEYPAD) ' (MOTION.DEIECTJ SECURITY SYS, e I O INTERC40M (PANEL) (D ATAYSTEM PORt) )DATA 4STEM PHONE) ELECTRICAL NOTES L CONTRACTOR SHALL VERIFY WI144 FFAL THE LOCATION OF SERVICE AND SHALL LOCATE THE METER 4 PANELS AS (REQUIRED. 7. ALL WIRE SHALL BE THEN COPPER. ucm NOTED OTFERIII6E 3. WERE REQUIRED BY OTHER C 0EB, SERVICE AND FEEDER CONDUCTORS SHALL BE COFFER OF EQUAL AMPACITY 4. ALL BRANCH CIRCUITS N RACEWAY OR NON METALLIC SHEATHED CABLE 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 6. VERIFY ALL CONDUCTORS AND BREAgRS WITH EQUIPFENT MANUFACTURER 6FECIFICATION6. T. PROVIDE DISCONNECT SWITCH Cf SIZE AS REQUIRED BY LOAD AND WITS. S. PROVIDE NON-R1515LE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT PUMPS NOT V16I5LE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER RECOMMENDATIONS. S. PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR CUTLETS AS SHOSN ON PLANE. 0. ELECTRICAL FIXNRES, TRIM MUD APPLIANCES 514ALL BE UL APPROVED AND AS SELECTED BY 01 ER ALL COINIERTOP RF_CEMA.CLES SHALL BE GFI OUTLETS. II. PROVIDE FRE-OARED TELEPHONE < CABLE T.V. OUTLETS AS SHOWN ON PLAN. PROVIDE OPTIONAL PRE -WIRED HIGHSPEED DATA OUTLETS AS SHOUN ON PLANS. ( F APPLICABLE) 3. PFEWRE FOR GARAGE DOOR OPENER SENSOR FR � e i- cv � wLL rg Q He� ~ LLLL � H „ IWL .{ 0 UIS) m MAT oc I`IcvcvlCFim nv vnucn w COMPLYWITH ALL APPLICABLE CODES, ,,A W p UI EMENT � �` t LIGHTING FIXTURE SCHEDU E :TYPE MFG./PIN _ LAMPS MOUNTING I MOOTING HEIGHT xx NO. OF FIXTURES (EA.BLDG) FINISH' REMARKS NO TYPE ATT AO BEGA 2047P 1 CF 9 RECESSED TO THE TOP 0 STAINLESS STEEL TERRACES O N/A I''�O O BEGA. 6940/S41 - 1 PAR-20. A -LED 2.4 RECESSED N/A 7 STAI STE LESS L TERRACES OTEKA 0 Beacon Wall Mount 1 A-19 40 S OUNCE 7'-0" ORMORE 5 COP ER TERRACES gUG BULB xx NOTE ALL MOUTING HEIGHTS ABOVE/BELOW FINISHED GRADE TOTAL OF FIXTURES 12 1 E=ml Lmsm_ FIRE STOPI'INUx REQ R N f, PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL IV BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING � THE PASSAGE OF FLAMES AND HOT GASSES WHEN U5JE TED TO THE REQUIREMENTS OF THE TEST SA RD SPECIFIC FOR FIRE STOPS ASTM-E-S14. — Z NOTES: /� Q GROUNDING OF RANGES, COOKTOPS, LOTHES DRYERS, WALL (MOUNTED OVENS. THESE APPLIANCES SHALL Z HAVE 4- WIRE CORD RECEPTACLES 12OV, HARDWIRE SMOKE DETECTORS WITH BATTERY BACK- UP REQUIRED. SMOKE DETECTORS WITHIN LIVING UNIT SHALL BE INTERCONNECTED. S.F.B.C. 3121 ELECTRICAL EQUIP. INSTALLED OUTDOORS OR IN WET OR DAMP LOCATIONS SHALL BE LISTED AS APPROVED FOR INSTALLATION IN SUCH LOCATION. Date Na. oP,Shts. 26 0 R 0 I ^� 2 opl( SFAL 1 L LIGHTING FIXTURE SCHEDULE III TYPE MFE RN LAMPS MOUNTING MOUTING NO.OF FIXTURES FIN! H REMARKS NO. TYPE WATT HEIGHT .. (EA, BLDG,I OA BEGA !I ® 1 CF 9 RECESSED 1'-0" ` TO THE TOP 0 STAjNLESS STEEL TERRACES 2047P ©. N/A: ,0. BEGA O 1 PAR 20`' 2.4 RECESSED N/A 7 STAiINLESS STEEL TERRACES 6940/541 A LED OO TEKA T A 19 40 WALL 7'-"' OR MORE 5 COPPER TERRACES BUG BULB Beacon Wall Mount SCOUNCE TOTAL OF 12� FIXTURES xaNOTE. ALL MOUTINEi HEIGHTS ABOVE/BELOW!FINISHED GRADE iH ESUBJECT TO ANY CO RECTIONSSAK RR SEOUIREO BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPUCABLE CODES. 5T.4ND,4RD ELECTRICAL LEGEND SD •'' 5MOKE RECESSED LIGHT DETECTOR FIXTURE PULL CORD FIXTURE VAPOR PROOF ® REC'D FIXTURE. REC'D ADJUST. FIXTURE 4 EXHAU5T FAN ' FC CEILING MOUNTED � EXHAUST FAN WITH FIXTURE LIGHT WALL MOUNTED CEILING MOUNTED JG FIXTURE JUNCTION BOX oO U WALL MOUNTED U-BOX R.OURESCENT FIXTURE O J BOX w/OPT. #FAN/LIGHT OD LIGHT UNDER CABINtt FIXTURE FLOOD/SECURITY LIGHTS L'2'1 ELECTRIC MCjER © ELECTRIC PANEL DISCONNECT 20 Aepo OUDIETTED 20 AMP 220 VOLT ® ARC FAULT CIRCUIT RECEPTACLE 'cIze� NTERUPT DUPLEX alTfi GROUND FAULT CIRCUIT GFGI NTERUPT DUPLEX OUTLET HALF SWITCHED WP GFCI$ WATERPROOF GFCI TELEPHONE CAM TELEVISION JACK -69- 2-WAY WALL JWITCH -699 PUSH BUTTON ,.� 3-WAY WALL �p DIMMER WALL SWITCH SWITCH SWITCH WALL ® FLOOR OUTLET . y' DOOR JAMEk OWITCH FLOOR PHCNE JACK SPECIALTY LEGEND AIR COND. BY5. 'SPRINCLER SYS. SL ... (THERMOSTAT) (TIMER) ® SECURITY BY& (KEYPAD) SECURITY SYS. (MOTION DETECT) Ste, O INTERCOM . ( (PANED (PANEL) ,.j COM. SYSTEM I COM. SYSTEM (DATkPORT� (DATA I PHONE) ELECTRICAL NOTES L CONTRACTOR SHALL VERIFY WITH FPAL THE LOCATION OF SERVICE AND SHALL LOCATE THE METER 1 PANELS As REQUIRED. 2. ALL WIRE SHALL BE THM Cppnp UNLESS NOTED OTHERUISE. 3. aIERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY, 4. ALL BRANCH CIRCUITS N RACEWAY OR NON METALLIC SHEATHED CABLE. S. COORDINATE RACEWAT NST&LATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION 6. VERIFY ALL CONDUCTORS AND BREAKERS WITN EQUIPMENT MANUFACTURER SPECFICATIONS. 1. PROVIDE DISCONNECT SUTC14 OF SIZE AS REQUIRED BY LOAD AND WITS. S. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT PIMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER RECOMMENDATIONS. S. PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS S IM ON PLANS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS SELECTED BY OVER ALL COUNTERTOP RECEPTACLES SHALL BE OF OUTLETS. II. FROVIDE PRE -WIRED TELEPHONE t CABLE T.V. OUTLETS AS SWOON ON FLAN PROVIDE OPTIONAL PRE -WIRED HI DATA OUTLETS AS SHOWN ON PLANS. (F APPLICABLE) 13. F'FEWIRE FOR GARAGE DOOR OPENER SENSOR FIRE 5TOf= ING IRE OUIREMI=N PENETRATIONS THROUGH RATED WALLS AND FLOORS SHA BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS A5TM-E-814. NOTES: GROUNDING OF RANGES, COOKTOPS, LOTHES DRYERS, WALL MOUNTED OVENS. THESE APPLIANCES SHALL HAVE 4- WIRE CORD RECEPTACLES 120V. HARDWIRE SMOKE DETECTORS LUITH BATTERY BACK - UP REQUIRED, SMOKE DETECTORS WITHIN LIVING UNIT SHALL BE INTERCONNECTED. SF.B.C, 3121 ELECTRICAL EQUIP. INSTALLED OUTDOORS OR IN WET OR DAMP LOCATIONS SHALL BE LISTED AS APPROVED FOR INSTALLATION IN SUCH LOCATION. 9 � Q m : 7 T_ N 0) E1! z N LL -A LH ED o � � T_ I:,. � llll! z L i LL LIA f) � z 4) JOB # ,Date 4-I1-01 FIG No, of 5hts. 26 copy �r I I:i., i ` f .`:I1 LIGHTING FIXTURE SCHEDULE TYPE MFG./PIN LAMPS IMOUNTING MOUTING NO, OF FINISH REMARKS HEIGHT .. FIXTURES (EA. BLOG.) N0. TYPE ATT AO ® 1 CF 9 RECESSED TO THE TOP 0 SSTEEL SS TERRACES 2047 2047P O N/A ' O BEGA O 6940/541 1 PAR -20 A -LED 2.4 RECESSED N/A 7 STAINLESS STEEL TERRACES O TEKA WALL 7'-0" TERRACES Beacon Wait Mount 1 A-19 40. SCOUNCE OR MORE 5 COPPER gUGBUL6 TOTAL OF FIXTURES 12 .. NOTE: ALL MOUTING HEIGHTS ABOVE/BELOW FINISHED GRADE THEilfPL ANS AND ALL PROPOSED WOR ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY NECESSARY IN ORDER TO COMPLY WITH ALL APPUCAILS CODflO, S=4L£ 1/-4 = 1'-92:5 STANDARD ELECTRICAL LEGEND SDO SMOKE RECESSED LIGHT ® DETECTOR FIXTURE C PULL CORD FIXTURE ¢J VAPOR PROOF REC'D FIXTURE 1)4 REC'D ADJUST, FIXTURE O EXHAUST FAN FC CEILING MOUNTED � EXHAUST FAN WITH FIXTURE LIGHT WALL MOUNTED CEILING MOUNTED JC FIXTURE JUNCTION BOX WALL MOUNTED oO. J-BOX 8CE LIGHT FI IXATREE XTURE O J BOX w/OPT, FANLIGHT O O 1 UNDER CABINET FIXTURE FLOOD/SECURITY LIGHTS ELECTRIC rMtR p ELECTRIC PANEL LO DISCONNECT 20 AMP DEDICATED 20 AMP OUTLET It 220 VOLT RECEPTACLE ARC FAULT CIRCUIT AFCI:0� INTERN DUPLEX CUTLET GFGIIGROUND FAULT CIRCUIT DUPLEX OUTLET HALF WATCHED Up GFCI$ IU47ER PROOF GFC1 ®, TELEPHONE JACK Q TELEVISION JACK Ef3- 24AY WALL SWITCH [AR PUSH BUTTON }M AY�L o DIMMER WALL SWITCH SWITCH 4-WAY WALL SWITCH FLOOR OUTLET DOOR JAMB BATCH FLOOR PHONE JACK SPECIALTY LEGEND O AIR COND. SYS SPRINCLER SYS. (THERMOSTAT) (TONER) ® SECURITY SY6. SECURITY SYS. (KEYPAD) (MOTION OETECTJ (. Ste ® (PANEL) (PANED INTERCOM COIN SYSTEM COIN SYSTEM P (DATA PORT) (DATA I PHONE) ELECTRICAL NOTES I. CONTRACTOR SHALL VERIFY WITH FFAL THE LOCATION OF SERVICE AND SHALL LOCATE THE METER I PANELS AS RE2#RED. 2. ALL WIFE SHALL BE THHN COPPER UNLE85 NOW OT ERASE 3. WHERE REQUIRED BY OTHER CODER, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPAt" 4. ALL BRANCH CIR OM N RACEWAY OR NON METALLIC SHEATHED CABLE. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 6. VERIFY ALL COHDUCTOM AM BREAITRS WITH EQU PENT MMIFACTURER 8PECIFICATION11L T- PROVDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD MD WITS. a PROVIDE NON-11AELE GlEhtRAL DULY SAFETY SWITCHES AT AC Eajr. AND AT Rf'PS NOT VISME FROM C14MAT BREAKER PANEL AND AS PER MANFACIURER REC IMETDATM 8 PROVIDE GM BREAKERS POR ALL BATHROOMS GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANE. 10 ELECTRICAL MMI ES, TRIM AND APPLIANCES W&L BE UL APPROVED AND AS SELECTED BY OUTER ALL COUNTERTOP RECEPTACLM SHALL EE 01 CUTLETS It PROVIDE PRE -WIRED TMIM40NE I CABLE T.V. OUTLETS AS BHOUN ON PLML FROVIDE OPTIONAL PRE -WIRED 1404SPEED DATA OUTLETS AS SHOWN ON PLANS. (IF APPLICABLE) 3 PRBWRE FOR GARAGE DOOR opENER SENSOR FIRE STOPPING REQUIREMENT PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE Op FLAMES AND HOT GASSES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS ASTM-E-814. NOTES: GROUNDING OF RANGES, COOKTOPS, LOTHES DRYERS, WALL MOUNTED OVENS. THESE APPLIANCES SHALL HAVE 4- WIRE CORD RECEPTACLES 120V. HARDWIRE SMOKE DETECTORS WITH BATTERY BACK - UP REQUIRED. SMOKE DETECTORS WITHIN LIVING UNIT SHALL BE INTERCONNECTED. SF.B.C. 3121 ELECTRICAL EQUIP. INSTALLED OUTDOORS OR IN WET OR DAMP LOCATIONS SHALL BE LISTED AS A r- 59 11 mZ r 1 Q) rr l� Q N w C Qas � F vJL N Z �o 0 CUw A -� Q I � m\ PPROVEp FOR INSTALLATION IN SUCH LOCATION. w. Date I4-11-01 RCz No. of 5hts. 26 LJ `1 fiS�I° 'r COV PORCH N D LAV i BA ATH 4 b TH B (A ]"�I6HR f1nd LIVING) ., j LIVING) LC 2" US SHR JIL STUDOR LAUNDRY I (IST L< 3" 3' 3' NNG) DN fi�WDR WASH LAV. (IST LIVING) LAV D3eDLL COCA 61BLR ATH 2 W 2 fi t HEN co (IST LIVING) (IST LIVMG) W 2• WO 3'. 2 WAT CLEAN OUTSLOPE k•.FT TO 6EWER 4" s 5 GENERAL NOTES: I. SMOKE DETECTORS SHALL BE INSTALLED AHEAD OF ALL SWITCHES 4 SHALL. BE CONNECTED TO BATHROOM OR KITCHEN uGHTRNG CIRCUITS AS PER SF.B.C. 45015 - 1999 AIG. CALCULATION L = LENGTH OF CIIC'UIT TO FAULT IN FEET I •AVAILABLE AID AT CIRCUIT C . CONSTANT (FROM TABLE) V •VOLTS F. 20 LV1 M. AIL.•MxI (I ♦F) 2 x -x 201�14 F.. .. 5000 x 240 1.146 M. !f. ❑46) 364 AIL.. ,.364 x 26J%4 . 9,534 AI.C. AT SERVICE DISCONNECT 22000 A.IC. RATING OF SERVICE DISCONNECT 22000 A.I.C. RATING OF DdQNSTREAM EQUIP. 10000 400 AMP 12024OV 10 PNL "A" PNL "B" METER MAN 200 150 125 /(2) 200 M AMP AMP AMP MAIN !: '� 1000ID MLO. POOL .MLA. EQUIP A�T10P 40 CIR 40 CIR SCIR 11/4• PVC 2" SHC SO FOR -wa 3 4 re FPL W/ 410 CU x • •�. -.y W IW CND.. TYP. TYP. (2) LLSWATIERS, .4 20-LENGTH - .4 S/S" x S' GALV. ROD TYP. (2) r ELECTRICAL RISER vESE ARE SUB ECT TO ANY CORRECTIONSORK REQUIRED BY Elf LOINSPECTORS THAT MAYBE 14ECESSARY IN ORDER 10 COMPLY,4118ALL APPLICABLE CODES: TYPE MAN EUS 150 AMPS SERVICE 120 / 240 N 3W NEUTRAL FULL MOUNTING FLUSH MAINS MIA. POLES: 40 A= 10000 150- AMP'PANEL 151 ` BR(R WIRE LOAD (W) DESCRIPTION. CKT! CKT! DESCRIPTION LOAD (WJ WIRE ERER ISA •14 460 FAMILY ROOM RECEPTS. 1 2 GARAGE LIG14TS 460 •H IDA 15A M4 460 FAMILY RM REO • LIGHTS 3 4 MASTER HALL LIGHTS 460 R4 ISA 16A M4 460 KITCHEN LIGHTS S 6 GARAGE OPENER II!l 460 R4 15A IDA n4 4" MASTER CLOSET 1 B FOYER LTS 460 R4 ISA IDA M4 4" GARAGE . OUTSIDE. RECEPT. 9 10 BEDROOM R AFO 460 M IDA IDA M4 460 ONING ROOM RECEPT. 11 12 MASTER R1 NCI R1CBR8 460 R4 15A IDA •14 460 DEDROOM M NCI 13 14 M WR RM NCI WCEPS: % 460 •I4 ISA 15A M4 460 FRJNf OFILE NO IS 16 Ali M461ER RM NCI RECEPf6:.Ta 460 M IDA 15A '14 460 IR:AR OiFICE NCI IT 0 MAST. BATH, DATA 314 WC1 1500 M 20A 2011 M2 D00 LMIDBCAPE JG IB 20 Lp 1001. POOL P"L ( DOCK PO ER ]4 KW 'i "a 15A M4460 CON. PATIO (aR�l'D 21 ]] IDA M4 4" QW.. PATIO IST 23 24 SM!43E Tf01 1500 92 204 154 N4 460 COV. PATIO 2ND 25 26 OFIW BATH fiFCI 1500 •2 20A IDA M4 460 COV PATIO GROAO 3RO 21 28 29 30 - AHW..4 31 32 Son % I0000 'emu . S 33 '' 34 1500 •6 Bon 3D 36 31 3B Son 06 NC AIR CCMR • 3 AIR COVIR • 4 WL K 25a 39 40 .. TOTAL LOAD • 33 WO FIRST IV" 6 100% 10000 TOTAL HEAT s 1009, 11500 REMANER • 40% 2264 29164/2 • D ML.0C'r;;z f C find-l* M1_e:� JOB # :)Ate 4-1�-01 RCS No. o£ Shts.� o iii I MFG TRANE f C'� j ��—� n. Condenser 2TWR3060A1000A - Air Handler 2TEE3F65A1000A Seer 13.50 Sensible BTU 38,500 � Total BTU 57,500 :. r Q Line Size SUC 1 1/8 LIQ 3/8 8.5 '"-k ; I — , �'`,,� e` Heat Stri A/H. Fuse 5 KW >. �._ 30 AMPS Y - Condenser 50 Fuse, 32 MCA Y S stern # MFG TRANE Condenser 2TWR3024A1000A Air Handler 2TEE3F31A1000A Seer _14.00 Sensible BTU 17,200 Total BTU 23,200 Line Size SUC 3/4 LIQ 3/8 HSPF 7.9 Heat Strip 5KW A/H. Fuse 30 AMPS Condenser 20 Fuse, 12 MCA