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Beach Avenue 1249 WILLIAM LEUThk-- APANTECT M 2M OAK GINE1 JACKSOWALL FLORDA 8=4 NEW DETACHED ODOM& MOM& GARAGE / GUESTHOUSE FOR MR . and MRS . CmD = TOWERS , JR . 10�� 001, 1249 BEACH AVENUE ATLANTIC . BEACH, FLORIDA LIST OF DRAWINGS1 T1 COVER SHEET & LIST OF DRAWINGS Al SITE PLAN A2 FLOOR PLANS & SCHEDULES A3 EXTERIOR ELEVATIONS A4 WALL SECTIONS Ell ELECTRICAL PLANS 81 GENERAL STRUCTURAL NOTES 82 PILING & GRADE BEAM PLAN AND FIRST FLOOR FRAMING PLAN 83 SECOND FLOOR AND ROOF FRAMING PLANS S4 SECTIONS & DETAILS S5 SECTIONS & DETAILS 88 SECTIONS & DETAILS RECEIVED S7 SECTIONS & DETAILS NO. rru: DAM 88 SECTIONS & DETAILS & SCHEDULES 2000 SO STRUCTURAL SPECIFICATIONS City of Atlantic Beach AbA E3uilding and Zoning DPJM gr DAM v W& 8/4/W ^PPRMM Br VAL O'j SSDO Pmm Numam 9m a PRQM= NOM 10 '00xv, TA NW GARAM AP#JrrMDfr FM MR. & MRS. C.D. TOWERSj J:L U"MEMN AVE= AnAMW 8EMK FUMA DPAYMC FU NQ SNEEr 7M.F- MnA SHW Uffr OF MAWMe SM KAMM T1 WLUAM LZUTHOL, ARCHMECT M 2M OM GINEI FLOWMA =82=M4 GENEPA_NOTM: EXISTING RESIDENCE LOT 7 L-F*K'V�_�pnow" NO. 1257 4,17,-V %ccr-- 91, P_sn'pwTv_' u,F:'A" FLP?-I pl* EXISTING GARAGE EXISTING CONC. 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T.5 5 T. —P.7.1 X 12 1/2-GYP.ML 81 2 X 10 Jll��240!P.T. /r ON 'P2 x 1/04JXOWSD-6�4�p DRAWN BY. DATE-- VDW SHINGLM ON 2 X 4 SRO 2 X I MUII ROP a/4/00 01 APPROVED Bf- DOOR— I x a TOM WAL PRGJECT KUMBE3t /'I'X'2 1 x 2 TRm 9805 mm NOW Ifoo CAP PSUAW 8013law OLD SK306FAFF OLD PROJELT NAME. GILUM HM NN)d IWK vow NEW GARAGE APAFITIMENIT FOR RON=&L hK AM MM R-19 WSLAIM CD. TOWEW ift 7'WC TOWA ON C sm am PAM r IM 70*M ON a'Hf.SM r cma mm"ON r Mir.km ON am loppm gi Ak 1-r-r eL ir-c 1249 BEACH AVENLE SLOK I' v ATLANTIC BEACH,FLORIDA L 000bol- ORAWYC FdE NO. WAX KM--- ow OEM -,*-,Dffow cmr_a aim Cm. -11�wm ow-Ar Em ML 9805\TOSAM WAX WA offim NEW SHEET TITLE r -I WALL SECTKM mNI-RM cow-MAD aw-pm coor-mm cw_PLING -W SRL07UFAL�- -ME SnVJCIUK -SEE STRJMUK -91 NKCRM -SEE MMXTkIK L, SHEET wimsm SECTM VA4 WCTM 2/A4 SECTM 3/A4 A4 1/2--1'-0- 1 V,4* WWAM LEUTHOLD AVAKFECT NM =1111 OAK STFEST JACKSONVILLE.FLOFMA 89904 two age-am ELECMML LEZW— A-�- PRESOOLITE WXTP WITH TO-4135 TRN AND 76W A-12 LAW Z. PRESOOLFTE WXTP WITH TB-15 TWIN AND 75W R-lo LAMP C(�_ P115COLITE 9466——— 011-10OW A-12 LAMP 13 r---n COLLAHM LUN+_240-M120 E-0 EXTIMOR 9OONCE BY OWNER W='IM LjNE LXRMW 112-15 HTS F— W/1-rIST12 L4MP AND RS 64LAST D. TELEPHONE ounEr 0 rN9LE TV OUTLEr $ LX*ff SWITCH $3 3-4ay UGHT SWITCH $D OlMdER SWITCH 0 110V DUPLEX OUW 13IN GROUND FALLT OUPLEX OUTLET 114N WAM PROOF GROUND ............... It WP WP FALLT Gurm wn.ET 22M OUTLET c 13 wimmanoOL FM4/UGKr ---------------------------- A dD SMONE DETECTOR SUGGESTED LOCKnONS WP jam WTALL TfPE AND WAGIER PER CODE c x CLC,Mm D im A EUMIRM N= c ALL -------- A EA THE loomm K THE E A CONTRAcran Drum AFFLONCES WITH wP4 A A MUERME"LL AS PER THE ALL EUDMax.PLUMeNG NO WAD WORK SMALL BE A NWUM IN ACOGRONCE=A' FZW AND AEOULMOM VCL -------------------- A CLG.OD. E Wp WP /i A E AMENDMENTS., NO: ITEM: DATE. �Wp A A A ------------------- HOM f/UTE ORE DRAWN BY: DATE P.4m RBP 8/4/00 db db APPROVED EIY, WAL PRWECT NUMOM' gem PROJECT NAME. SEcom FLoM MECTMAL FILM NEW GAMM APARTMEW FOR FMT FLOM ELECTMAL FILM 1/4'- 1*-C" MR AM MM 1/4- 1--0- CD. TOWEM JR 12"BEACH AvENLIE ATLANTIC BEACK FLOFUDA DRAWPC FILE NO: 9805\TO13EI SHEET TnE:' ELECTFOCAL I'LANS SHEET NUMM El GENERAL STRUCTURAL NOTES ABBREVIATIONS WLLm Lsnm= GENERAL REWKMrN7'- 1 SLAB-ON-GRADE CONSTRUCTION SHALL BE SUPPORTED ON 918CRADE COMPACTED TO A 2, PRESSURE TREATMENT ALL EXTEMOR.WBER AND TIMBER 04 CONTACT NTH Ab ANC14OR BOLT FC, FLOM DRAIN PC PRECAST.PILE CAP ARM=WL 1, STRUCTURAL DRAWNCS SHALL BE USED IN CONJUNCIION MTN THE SPECIFICATIONS AND DENS71 OF No LESS TOM 95%OF THE MODIFIED PROCTOR MAXI"DRY DENSITY(AS7M CONCRETE OR MASONRY 94AU BE PRESSURE TREATED AND MARKED IN ACCORDANCE A/C A R CONDITIONING FOR FOUNDATION PCF POUNDS PER CUBIC 2m om SIMIl _ IN F IRISH OTHER PROJECT DRAWINGS By 07HER DISCPUNES. ALL WOW SHALL CONFORM 70 THE D-15571 10 A DEPTH OF AT LEAST 12 94CHES SLABS-ON-CRADE SHALL BE CAST OVER A MTH ANPA REOUIREWENIS FOR WATEF-BORNE PRESERVATIVES,LP-22.0.60 LBS/CU. A/E ARCHITECT AND/OR F r F. RE FOOT FLOFM 32M OUIREMENTS OF THE CODES LISTED BELOW. VAPOR i0kRRIER. SEE SPECIFICA7MS. FT,RETEMMOK RECOAI IN IELD AFTER CUTTING AS REQUIRED TO MAINTAIN ENGINEER FIN FINISH Pcl PRESTRESSED CONCRETE 2. CONTRACTOR SHALL VERIFY ALL ONENSONS AND ELEVATIONS RELATING TO EXIS71NC PROTECTION LEVEL SPECIFFEDF AD AMERICAN CONCRETE FL FLOOR INSTITUTE CONDITIONS Y MAKING FIELD SURVEYS AND MEASUREMENTS PRIOR TO COMMENCING 10 SEE SPECIFICATIONS FOR SURFACE AND GROUND WATER CONTROL. INSTITUTE r� SPECIFIED MASONRY RED AFF ABOVE FINISH FLOOR PEDESTAL B STRENGTH PL PLATE FABRICATION OR CONSTRUCTION. CAS7-114-PLACE CONCREM- 3. GLUED LAMINATED TIMBER: ALL COXAM MATERIAL SHALL BE SOUTHERN YELLOW AJSI AMERICAN IRON AND FRT FIRE RETARDANT PLF POUNDS PER LINEAL 1, THE LATEST EDIIION OF THE FOLLOWING AD STANDARDS APPLY, PINE WITH THE FOLLOWING SIM INSTITUTE FS FAR SIDE Fool 3. THE CE RAL CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION METHODS USED WILL NOT AIIC AMERICAN INSMIE OF FT FOOT OR FEET PNL PANEL CAUSENDEAMACE 70 ADJACE I BUIL A. DESIGN VALUES: 71MBER CONSTRUCTION FIG FOOTING PP PANEL P004T REOUI N ONGS,UIILIIIES.OR 07HER PROPERTY THIS AQ 318(CODE) AD 304(PLACWj 240D PSI IN SENDING.Fb REMENT IS PARTICULARLY IMPORTANT DURING FOUNDATION INSTALLATION AD 3W 0ANTER CONCRETING) AD 315(DETAILING) ALT Fy 200 PSI IN HORIZONTAL SHEAR.F, ANSI ALTERNATE YIELD STRENGTH OF PREFAB PREFABRICATED AD 3D5(HOT WEATHER CONCRETING) AD 347(FORMIRM) IN AMERICAN N TIONAt STEEL PREP PREPARATION 4. 1 650 PSI COMPRESSION PERPENDICULAR TO GRAIN A P DELEGATED ENGINEER REQUIREMENTS. THE FLORIDA STATE BOARD OF PROFESSIONAL AD 211, (MIX PROPORTIONING) 1.700.000 PSI IN MaXAIJS OF ELASTICITY.I STANDARDS INSTITUTE SF P"DS PER SQUARE FOOT ENGINEERS HAS TSMD STATEMENTS ON RESPCNSUITIES OF PROFESSIONAL ENGINEERS, APPRO APPROXIMATE CA CAUCE PSI POUNDS PER SQUARE INCH PURSUANT 70 RULE 7% 30.002(3), CERTAIN S B AD"ESIVES:- ARCH X ARCHITECT AL GALV GALVANZIED P7 PRESSURE TREATED, COMPONENT OF THE STRUCTURE REQUIRE 2. ALL CONCRETE S14ALL BE NORMAL WEtGHT(145 PCF),VAIN MIXES DE90NED 70 MEET 7 1 ADHESIVES SHALL MEET INC REQUIREMENTS FOR WET CONDITION OF ASCE AMERICAN USROCIEtY OF oc GENERAL CONTRACTOR POST TENSIONED THE WOW OF DELEGATED ENGINEERS FOR THE DES"OF THOSE COMPONENTS. ALL FOLLOWING CRITERIA FOR USE IN VARIOUS ELEMENTS OF THE STRUCTURE AS FOLLOWS:N SERVICE OWL ENGI CEN GENERAL PTO PAINTED kk Sbid RELEVANT PROCEDURES PRESENTED IN THE STATE BOARD SIATEMENTS 94ALL APPLY To IRS C. APPEARANCE: NEERS TY OF PROJECT. ASTM AMERICAN SWE END GROUN PVMT PAVEMENT slw 28-DAY APPEARANCE OF MEMBERS SMALL BE ARCHITECTURAL GRADE. TESTINC&METALS OR GRADED COMPRESSIVE MAX PROTECTION: AWS AMERICAN WELDING GWR GYPSUM WALLBOARD OA OUAL:TY ASSURANCE STREN H ZE W,'C UNLESS OTHERWISE SPECMD.A CDA Of DO SEALER SHALL BE APPLIED 70 IKE SOCIETY GYP GYPSUM cc OU AL Ty CONTROL fpV IIEID�RANKGS AND SPECIFICATIONS REPRESENT THE COMPLETED STRUCTURAL FIEWENT ENDS OF ALL MEMBERS AS SOON AS �ML MAX,SI STRUCTURE.AND ARE NOT INTENDED TO INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE PRACTICAL AFTER TRIMMING SURFACES OF CON ACTOR 94ALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RE70NSBLE FOR A.GRADE KANS.PILE CAPS.FOUNDATION WALLS MEMBERS SMALL BE SEALED W/PENETRAIINC SEALER.MEMBERS SMALL BE 8 0 BUILDIN HC HOLLOW CORE R RISER.REACTION,RADIUS R 3DDO 1 0155 INDIVIDUALLY WRAPPED. BLKG LGGK r NO HEAVY DUTY.HEAD R ROOF DRAIN ALL`CONSTRUCTION MEANS.METHODS.PROCEDURES.TLCMMOLIES�SEOUENCES�AND FOR JOB B.SLAB-ON-CRADE 35DO $14' O.SD BIRO BLOD14NO HDR WADER RDEr REFERENCE SAFETY. 4. MICROULAM LVL(DEMOTED LVL ON DRAWAGS): ALL LVIL MATERIAL SHALL BE AS REAM MEX HEXAGONAL REiNF REINFORCED.REI ORCING 3. SLUMP RANGE AT PONT OF DISCHARGE: Y TO 6'. MANUFACTURED By 7RUS JOIST WMILLAN AND DESIGNATED AS 2,OE ES MICROLLAM LVL BMIT BOT70M w HOOK ENFORCEMENT W 8 OUIR ORG CARING HmZ HORIZONIA-1 RED[) RE ED THE FOLLOWING ARE MINIMUM DESIGN VALUES. BUILDING CODE; k WATER REDUCING AND AIR ENTRAINING AGENTS SMALL BE INCLUDED IN DESIGN MIXES. SHEAR MODULUS OF ELASTICITY..........C - 125.000 PSI es BOTH SIDES MR KOM REV REVISION A. STANDARD BLUING CODE.1"7 EDITION. 9JPERPLASIDOZERS MAY BE USED AT INC CON7RACIOR'S OPTION. BTWN BETWEEN HS HIGH STRENGTH. RFG ROOFIN MODULUS OF ELAS71DTY____E 2.QX106 PSI 0 FLEXURAL 2m PSI HEADED SW RO ROUGH OPENING 2. CONCRETE CODE&. 5 A CONCRETE MIX DESIGN FOR EACH UNIQUE COMBINATION OF STRENGTH.COARSE AGGREGATE PERPENDICULAR To GRAIN C CHANNEL hlSs SOLIARE,RECTANGULAR RIW RIGHT OF WAY A. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE(AD 318-95). CF!AOAIlON AND WATER CEIAENI RATIO SPEOFIED S14ALL BE PREPARED BY THE SUPPLU OR PARRALUEL TO GLUE UNE__.Fc 750 PSI I. CAD CADMIUM -OR ROUND SECTION SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR MOINGS(ACI 304-89). AN INDEPENDENT IES71NO LABORATORY AND BE SUBMITTED FOR REVIEW PRIOR TO CASTING CAP CAPACITY HT WIGHT S SOUTH,STANDARD BEAM B. COMPRESSION PARALLEL TO GRAOL.-...-Fc 7m ps LATEST ED17ION OF THE CRSI MANUAL OF STANDARD PRACTICE WITH ALL ANY CONCRETE. MIXES THAT VOLL BE TRANSPORTED AT T14E PROJECT S17E BY F C Go CORNER BAR -HEADED WELDED STUDS SBC STANDARD BUWDNG CODE SU UmPol NORGONTAL SHEAR PERPENDICULAR HWS PPLEMENTS SHALL 81 SPECIFICALLY DESIGNED FOR PUMPrA- cc CENTER 70 CENTER SC SUP CRITICAL TO CLUE 206 PSI OF CUBIC FEET,COLUMN To INSIDE DIAMETER SCHED SCHEDULE I PRECAST AND PRECAST-PRESTRESSED REQUIREMENTS, REINFORCING STEEL. 5 CONNECTORS,' ALL CONNECTORS 91AU BE IJMPSON STRONG TIE'OR APPROVED FOOTING IF INSIDE FACE SDI STEEL DECK lNnTUTE A PCI DESIGN HANDBOOK,FOURTH EDITION, 1. REWMC14G MEL ASIm A 615,GRADE 6a CIP CAST-IN PLACE IN INCHES SECT SECOCIN 9� MANUAL OF QUALITY CONTROL FOR PLANTS AND PRODUCTION OF PRECAST EQUAL AND AS SHOWN ON DRAWINGS, CONNECTORS 94ALL BE INSTALLED IN STRICT ci CONTROL JOINT WWL INSULATION SF SQUARE FEET PRESTRESSED CONCRETE PRODUCTS.PCI MNL 116L 2. WELDED UK FABRK. ASIM A 185(FLAT SMEETS).MINIM YIELD SIREN07H OF 70000 CONFORMANCE VAIN IKE MANUFACTURERS REWIREMENTS AND SHALL BE STAINLESS STEEL CL CENTERLIME INT INTERIOR SFBIC SOUTH FLORIDA PSI U.N.O. CLG CEILING BUILDING CODE 4. PREFABRICATED METAL PLATE CONNECTED WOOD TRUMSL ALL CONNECTORS ATTACHED TO P.T.TUBER SHALL HAVE PROTECTIVE COATINGS CUP CLEARANCE.CLEAR isl JOIST Sa SINGLE A RFPA NATIONAL DESIGN SPECIFICATION FCR WOW CONSTRUCYM 3 Will"REINFORCING STEEL CLEAR COVER(UJN.O.� RATABLE FOR THEIR EXPOSURE. ALSO.MAILS,BOLTS,ETC 14 THESE LOCATIONS CMU C13NCRETE MASONRY UNIT JT JOINT SHT SHEET IN DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOW TPUSsCs. A CONCRETE CAST DIRECTLY AGAINST EARTH..3' SMALL BE APPROPRIATELY PROTECTED. (STAMUESS SYR) Go CUT OFF KI SIM SIMILAR B INTERIOR SLABS........................I' COL COLUMN K PS(I.Ow LOS.) si SAWED JOINT 5. LAM`14TED IMBER. C &ABS ON GRADE-.....................1-1/2-FROM TOP C TIMBER IRUSS AND JOIST NOTE. METAL PLATE CONNECTED ROOF TRUSSES AND COMP COMPOSITE.COMPRESSOR, KID Sil STEEL J015T INSITTUIE A. AITC 117-93 DES"STANDARD SPECIFICATION FOR STRUCTURAL GLUED LAMINATED COMPRESSIVE KSF K.fPLNS DPFEPEDSDUARE FOOT SLO SNORT LEG OUT TIMBER OF SOFT WOOD SPECIE5 4. WHERE SPUCE LENGTHS ARE NOT SPECIFIED.USE 48 BAR DIAMETERS IN MASONRY AND FLOOR JOISTS SHALL BE DESIGNED AND DRAWINGS AND CALCULATIONS SEALED BY AN GONG CONCRETE KSI KIPS PER SQUARE INCH SLV SHORT LEG VERTICAL a ENGNEER REOWEREEI IN THE STATE OF FLOFWK MEMBERS SHALL BE DESIGNED AND CONN CORRECTION.CONNECT SOG SLAB ON GRADE ANSI/Al7C A190-i STRUCTURAL GLUED LAMINATED TIMBER. 40 BAR DIAMtTERS IN CAST OONCIREIE. FAWCATED IN ACCORDANCE WIN IME AJ7C TIMBER CONSYRUCIION MANUAL.THE TRUSS CONSIR-CONSTRUCTION L MEL ANGLE,LENGTH SPA SPACED.SPACING,SPACES PLATE WnTUTE'S DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD CONT CONTIMMS LAM LAMINATED SPEC SPECIFICATION DESIGN LOADS. 5 REWORCING SIM SHAL NOT BE TACK WELDED FOR ANY REASON. WELDED,REINFORCING INISSM AND THE STANDARD BUILDING CODE. MEMBERS S14ALL BE DESIGNED FOR THE CONTR CONTRACTOR LBS POUNDS so SQUARE 1. ROOF LIVE LOAD& 57EEL SPLICES ARE"OIL A. UNIFORMLY DISTRIBUTED LIVE LOAD ON HORIZONTAL PERMITTED. FOLLOWING SUPERIMPOSED LOADS"WUM� CRSI CONCRETE REINFORCING LL LIVE LOAD SSL SHORT SLOTTED MIEL INSTITUTE LIM LONG LEO HORIZONTAL Ss STAINLESS STEEL PROJECTION .................20 PSF 6 LAP ALL WELDED WIRE FABRIC A MINIMUM DISTANCE OF ONE CROSS WIRE SPADNG PLUS 2 A, ROOF TRUSSED RAFIERS-. CSK COUNTERSINK LIV ONG LEG VERTICAL ST STANDARD FLANGE 2- FLOOR LIVE LOAM" INCHES. DEAD LOAD.BOTTOM CHORD..........10 PSF CTR CENTER LSL LLONG SLOTTED STRUCTURAL TEE A. UNIF Y DISTRIBUTED LIVE LOADS,- 7. ALL REINFOROK STEEL SMALL BE WPPDRTEO ON SIMARD ACCESSORIES.MELD RICIDLY LIVE LOAD.BOTTOM CHORD..__._...5 PET CY CUBIC YARD LT LIGHT sm STANDARD, ORML DEAD LOAD.70P 04ORD -.15 PSF LIN LIGHTWEIGHT STL STEEL GARAGE&GROUND FL GGR................. 60 PSF AND ACCLOATELY IN PLACE.AND PR07ECIED AGAINST DISPLACEMENT BEFORE AND MR" LIVE LOAD.TOP CHOW.............16 PSF DBL DOUBLE STRUCT STRUCTURAL SECOND FLOOR............*: * 40 PSF PLACEMENT Or CONCRETE, SUPPORTING ACCESSORY LEGS THAI REST ON CONCRETE WIND LOAM,......................LATEST EDITION ASCE-7 DEG DEGREES MACH MACHINE SUSP SUSPENDED BALCONIES..................... so PSF SURFACES THAT WILL BE EXPOSED IN THE FINISHED STRUCTURE 94ALL BE FABRICATED OF BASIC WIND SPEED 125 MIN DE I DE AR7MENT MAS MASONRY SY SQUARE YARD SIAINLESS STEEL, IMPORTANCE FACTOR I GET DEP MAIL MATERIAL SYM SYMME TRICAL AN ADDIT Al DEAD LOAD ALLOWANCE OF 20 PSF FOR PARTITIONS HAS BEEN DI I DI TAIL R MAX MAXWUM SYS SYSTEM T M PROVIDED FOR FLOOR AREAS DESIGNED FOR LIVE LOADS OF LESS THAN 100 P9, WWR EXPOSURE D CIA DA ETE 8 FOUNDATION AND GRADE BEAM REINFORCING SHALL BE SUPPORTED ON SPECIALLY CAST 3- COMPONENTS&CLADDING EXPOSURE C DIAC AGONAL us MACHINE BOLT.MASONRY 1/2 INCH HIGH CONCRETE BLOCKS CAST IN ACCORDANCE NTH DETAILS FURNISHED ON USE A MAXIMUM SUSTAINED DEAD LOAD 12 PSF WIEN CHECXiNG TRUSSES DAPH DIAPHRAGM BEAM 7 TREAD 8 CONCENTRATED FLOOR LIVE LOADS: DRAWNM SLAB-ON-GRADC REINFORCING,INCLUDING WRE FABRIC.SHALL BE SUPPORTED FOR WIND FOPCESL M DIMENSION MBR MEMBER T&B TOP&BOT70M STAIR TREADS(ON CENTER OF TREADS) 300 LBS� ON PRECAST BLOCKS OR 30M PSI CONCRETE BRICK OF THE PROPER THICKNESS. DL DEAD LOAD MC ISCELLANEOUS CHANNEL Te TIE REAM B� FLOOR JOISTS-. ON DOW MICH MECHANICAL TEMP TEMPORARY. 3. LIVE LOAD REDUCTION: NOT USED. PR 3RUCTURA CONCRETE D DITTO NED MEDIUM TEMPERATURE 1. DEAD LOAD .............22 PSF GOT DOUBLE TEES 8 MEMBRANE 7&C TONGUE&CROCIVE 4. WIND LOADS; SEE N07ES ON PRIMARY CODES AND SPECIFICATIONS LAC LOAD..........................AD PSF DWG DRAWING M['ZgZ MEZZANINE IRK THICK A. LOADS BASED ON ASCE 7-95 VAND LOAD CRITERIA. 2 TYPICAL DETAILS FOR PRECAST CLIME"ARE SHOW ON WE DRAWINGS. MODIFICATIONS PARTITION LOAD....................20 P9 OWL DOWEL MFR MANUFACTURER TDC TOP OF CONCRETE BASIC WIND SPEED...................... 125 MPH TO DETAILS PROPOSED BY INC PRICASTER MUST BE SUBMITTED BY THE PRECASTER AND MID NO LE TOJ TOP OF JOIST COSIANIE FROM MURRGANE..COAST LINE: 0 MILES REVIEWED BY THE ENGINEER MTN THE SUBMISSION Or SHOP DRAWINGS BRACK SHOWN ON THE PLANS SMALL BE THE MINIMUM USED. ADDITIONAL I EAST MIN .:NL)Vum IOF TOP OF FOOTING CLASSIFICATION I III BRINGING FOR IRA$EREC10h.MEMBER LATERAL STABILITY,ETC.SMALL BE EA EACH MISC MISCELLANEOUS los TOP OF STEEL cATEGOR:. ADDED AS REQUIRED BY THE TRUSS SPECULLTY ENGINEER AND AS RECOMMEN IMPORTANCE FACTOR. ................1.0 DED EE EACH END mo MASONRY OPENING TIP TYPICAL 3 IKE DESIGN OF ALL STRUCTURAL PRECAST UNITS OR ELEMENTS AND ALL CONNECTIONS IN-BRACING WOOD TRUSSES-(EIN-76). EF EACH FACE MULL MULL04 MWFRS EXPOSURE:.............................D SHALL BE PERFORMED BY OR UNDER THE MCI SUPERVISION OF A PROFES90NAL EXPANSION JOINT UNO UNLESS NOTED OTHERWISE COMPONENTS AND CLADDING EXPOSURE:..........C ENGINEER,REGISTERED IN THE STATE OF[FLORIDAJ AND EMPLOYED OR RETAINED BY THE SPECIAL ANCHM 'E L' ELEV,TION N NORTH 8, SEE LOADING NOTES AND DIAGRAMS FOP DESIGN FORCES FOR COMPONENTS DESIGN BY PRECASIER, ALL PRECAST MEMBERS 94ALL BE DESIGNED FOR,, 1, CONCRETE EXPAMSCN ANCHORS SHALL BE GALVAM21D HILTI_KMK BOLT I-RAMSET/ ELEC ELEC7R GAL NIC NOT IN CONTRACT Vs VAPOR BARRIER DELEGATED ENGINEERS. k THE DEAD LOADS Or CONSTRUCTION SHOWN ON THE STRUCTURAL AND ARCHITECTURAL REDHEAD TALSOLT WEDGE.OR APPROVED EQUAL. ELEV ELEVATOR No� NUMBER VERT VCRTIGAL DRAWING ENCL ENCLOSURE NOM NOMINAL VOL VOLUME FOUNDATION&- S6 2. FCR EPDXY ANCHORING IN CONCRETE OR MASONRY USE EPC%CERAMIC 6 SYSTEM AS 0 C NS NON SHRINK.NEAR SIDE FDJNDA71ON DESIGN IS BASED ON THE FOLLOWING GEOTECHNICAL REPORT. 5 ALL LIVE LOADS AMD"NO LOADS LISTED IN THESE CENERAL NOTES OR SHOWN ON MANUFACTURED By ITW RAMSEI/REDHEOLD OR APPROVED ECUAL EQPT EOUAL MINT NIS NOT TO SCALE IN WIDE FLANGE BEAM.WEST 1, PLANS S EQUIP NUMBERi%0-11013 C, ALL ANTICIPATED CONSTRUCTION LOADS. I ACH Z NCVD NATIONAL GEODETIC W/ NTH By'JACKSONVILLE ENGINEERING&TESTING COMPANY D ALL HANDLING AND ERECTION LOADS EST ESTIMATED VERTICAL DATUM WD WOOD AND DATM MARCH 22 1999. ETC AND OTHERS w WALL FOOTING AYENDMEM: E* CA OVERALL WL WIND LOAD I S, EACH WAY ON THE GENERAL CONTRACTOR MAY REVIEW A COPY OF THE GEOTECHNICAL REPORT AT THE 4. ALL MEMBERS SHALL BE DESIGNED SO AS NOT TO EXCEED MAXIMUM ALLOWABLE STRESSES IN EXISTING OC SQTER w/o WITHou m DA*rL- OFFICE OF 7HE ARMTECI, ACCORDANCE MTN AD 31&PARAGRAPH 1&4.EXCEPT THAT TENSILIE STRESSES SMALL NOT EXI ANSION OD OUTCEN DIAMETER Wp WORKING POINT XP EXP OUTSor G 2. EXCEED 12 FV- EX JI EXPANSION JOINT OF FACE WPF WATERPROOF G COLUMNS SHALL BE SUPPORTED BY PILE CAPS SUPPORTED ON AUCERCAST.PILES. PETER EXTp EXTERIOR OR OVERHEAD WIT WIDE FLANGEIN CTURAL TO DETAILS AND SPECIFICATIONS FOR APPLICABLE INFORMATION. 5 LIVE LOAD REDUCTION FOR PRECAST MEMBERS MAY NOT BE UTILIZED. DES"FORCES OPNO O-ENIN� TEE WATER IASTLWE OPPOSITE IPPED AND REMOVED rc UL70AATE CONCRETE OPPH OPPOSITE HAND W. WELDED WIRE FABRIC 3 ALL VEGETATION,TOPSOILS,ROOTS AND ORGANIC ZONES 94ALL BE SIR SCHEDULED INCLUDE REDUCT06 WHERE APPLICABLE. T FAHRENHEIT OPP WALL TYPE FROM THE CONSTRUCTION AREA FOR A DISTANCE OF AT LEAST 5 FEET BEYOND THE 6 FABMCA71ON TOLERANCES SHALL BE BASED ON PART 8 OF THE PCt DESIGN HANDBOOK.47H STRENGTH Ovs OVERSIZED EXTERIOR OF EIU'_DING FOUNDATION LIMITS. THE DEPTH OF STRIPPING SHALL BE THAT EDITION AND AD MNL 116 UNLESS SPECIAL TOLERANCES ARE NOTED ON THE DRAWINGS. Z OUNCE REOUIRED TO REMO',[SIGNIFICANT R007 ZONES�SMALL TREE STUMPS AND OTHER UNACCEPTABLE MATERIALS.BUT IN NO CASE LESS THAN 6 INCHES, 7, ALI THE PRESTRESSED UNITS 94ALL BE INSTALLED BY THE MANUFACTURER.OR UNDER INC DRECI SUPERVISOR OF THE MANUFACTURER. IF ERECTION IS TO BE PERFORMED By AN DRAWN BY: DAlL' I EXCAVATIONS FOR LARGE STUMPS,ABANDONED UTILITIES.UNDERGROLIND 7MMS.ETC. ERECTOR OTHER THAN THE MANUFACTURER.THE ERECTOR SMALL BE NAMED"THE SO SYMBOL LEGEND SHALL HE BACXFILLED#4 LAYERS WIH COMPACTION AND TESTING OF EACH LAYER AS AND APPROVAL SHALL BE OBTAINED FROM IKE ARCHITECT SEE SPECIFICATIONS. pl 8/4/00 DE BED FOR PLACEMENT AND COMPACTION OF FILL MATERIAL. USE LOOSE BACKFILL LASEMR THICKNESS APPROPRIAIE FOR INC SIZE OF COMPACTOR BEING USED DETAJL NUMBER APPR(N0 BY- 1. SEE NOTES ON PRIMARY CONS AND SPECIFICATIONS. DRAWN CAST-IN-PLACE CONCRETE WOOD OR TIMBER RWG S. AFTER THE STE HAS BEEN CLEARED.THE EXPOSED SOILS AT THE SIRIPPED SURFACE -WNERI IN SECTION MINIM ANDVTO A POINT 5 FEET OUTSIDE THE BUILDING CONSTRUC71CN AREA SHALL BE 2 ALL FORMWORK SMALL 81 DESIGNED.ERECTED.SUPPORTED.BRACED.AND MAINTAINED IHOROUGHL IRRIGATED BY USE OF WATER TRUCK,OR APPROVED ALTERNATIVE,To ACCORDING TO ACT 347,RECOMMENDED STANDARD PRACTICE FOR CONCRETE FORMWORK PRECAST CONCRETE OR PRDJWT NUMBER: IRRIGATED.IRE SOIL SHALL BE COMPACTED WITH OVERLAPPING PASSES WIN A MEDIUM 3 PfqPONSIBIWY� INC DESIGN.CONSTRUCTION.AND SAFC7,OF ALL SECTION NUMBER [�.j PRECONSOLIDATE THE UPPER LAYER OF VERY LOOSE SANDS AFTER SOX IS SUFFICIENTLY dj PRECAST PlIFSTRESSED 9805 WE I VIBRATORY DRUM ROLLER HAVING A T07AL OPERATING STATIC ORMWORK SMALL BE k CONCRETE LAMINATED WOOD DEN971ES OF AT LEAST 95 FALSEWORK.BRACING,AND OTHER TEMPORARY SUPPORTS SMALL BE ENGRICERED 70 SUPPORT 101DIONS AND A MINIMUM DRUM DIAMETER OF 6 FEET C WEIGHT OF AT LEAST THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL FORMS.SNORES,BACKSKORES, fET W14ERE DRAWN MEMSER PIW=NAW_ PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM D-1557)SHALL BE ALL LOADS IMPOSED INCLUDING THE WET WEIGHT OF CONCRETE.CONSTRUCTION[OLOPNENT. I UNIFORMLY OBIAMO TO A DEPT OF AT LEAST 12 INCHES BELOW THE COMPACTED LIVE LOAM LATERAL LOADS DUE 70 VAND AND WEI CONCRETE IMBALANCE. SEE El HIM GAMOE APARTK*M FOR SURFACE. REGARDLESS OF THE DEGREE OF COMPAC71ON ACHIEVED,A ittalum OF EIGHT SPECIFICATIONS FOR DETAILED REQUIREMENTS ELEVATION "YwOOD COMPLETE COVERAGES SHALL BE MADE MINIM THE BUILDING AREA THE ROLLER SPAN DIRECTION kft AM Mft COVERAGES SHALL BE DIVIDED EVENLY INTO IWO PERPENDICULAR WClION& 4. TOLERANCES: UNLESS SPECIFIED OIHERWISE.ALL 70LERANCES FOP.CONCRETE FORMWOK (SLAB.DECK.ETC) 0 GROUT FILL FOOTING STEP Ca. Tovvmw im SHALL CONFORM TO ACT STANDARD 117.STANDARD TOLERANCES FOR CONCRETE 6. AFTER COMPLETION OF DENSIFICATION OF EXIS71NG SOIL'S.STRUCTURAL FXL SHALL THEN CONSTRUCTION AND MATERIALS THE CONIRAC70R SHALL ENGAGE A LICENSED SURVEYOR TO SLAB DEPRESSION EVISION NUMBER. BE PLACED IN LIFTS NOT EXCEEDING 12 INCHES IN LOOSE THICKNESS WHEN USNG THE VERIFY THAT WW IS W74N SPECIfIED TOLERANCES UNLESS WRITTEN AUTHORIZATION IS ROLLER PREVIOU I DESCRIBED. EACH LIFT SHALL BE THCROUGHI.Y COMPACTED NTH THE CEITIONED FROM INC ARCHIECY 70 PROVIDE TOLERANCE CONTRO_USING THE CONTRACTOR'S CLOUD FINDICATES LWrT 0 REVISION VIBRATORY ROULESRL UNTIL DENSITIES EQUIVALENT TO AT LEAST 95 PE MNT OF THE OWN FORCES PRIOR To BEGINNIND wmx, ZMD MODIFIED PRDC70R MAXIMUM DRY DENSITY ARE UNIFORMLY OBTAINED. STRUCTURAL FILL VERTICAL ELEVATION 2"WACH AVENW SMALL CONW OF AN INORGANIC.NON-PLASTIC,GRANULAR SOIL CONTAINING LESS THAN 5L ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED WHERE SHOWN ON THE OR REFERENCE STRUCTURAL STEEL MARKS FOR SCH ATLANTIC BEACK FLORIDA 10 PERCENT MATERIAL PA59NO THE NO.200 MESS SIEVE,A RELATIVELY CLEAN SAND APCRTICTURAL OP STRUCTURAL DRAWINGS. EDULED MTN A UNIFIED SOIL CLASSIFICATION OF SP OR SP-SM, ELIMEN11 SUCH A,SLA85 TIMBER COLUMN LINE OR FOOTiNGS OR MARKS DRAW= FU NO. 7, THE UPPER 12 INCHES OF SANDY BEARING SOILS IN THE GRADE BEAM EXCAVATION BOTTOMS FRAMING INSTALLATION SMALL BE IN ACCORDANCE WITH THESE DRAW"m JOB SPECIFICATIONS. EARTH FOR DETAILED ELEMENTS 99020\Sl SMALL BE COMPACTED 70 DENSITIES EQUIVALENT 70 95 PERCENT OF THE MODIFIED SBC AND AS NOTED BELOW. SUCH AS TILI_UP PANELS PROCTOR MAXIMUM CRY DENSITY. COMPACTION.OR RECOMPACTION OF THE FOOTING 1, SOLID TIMBER; TIMBER FOR ALL BEANS,jOISTS.STUDS AND COLUMNS SMALL BE EXCAVATION BEARING LEVEL SOILS LOOSENED BY T14E EXCAVATION PROCESS.SHALL BE S.YP�NO.2 KD.(SM)OR APPROVED EOUAL. ALL TAffR SHALL HAVE A m--Iq SH97 TITLE. 'OR ROLLER COMPACTOR. RELATIVELY LIGHTWEIGHT.WALX--BERND MAXIM M.C.OF IqX EXIST CONCRETE MASONRY LIMIT ACR[VED BY ING SEVERAL PASSES NTH A INC COLUMN LINE SCHEDULE OF VSRA70RY SLIDA DETAJLED INFORMATION folwiL gngiwrtfm 8, UNLESS NOTED.ALL PILE CAPS SHALL BE CENTERED UNDER COLUMNS.PIERS AND WALLS SHEEr NUMEOt Isi SEE SCHEDULE SEE GRADE SEA SCHEDULE AM CORNER MR 3DOO PSI CONCRETE SUPPORT CLR. &sanum BLOCK. USE 2 0 4'-C*c.c IN A_,.-ALL CON,, SARS--� 2-0'MIN CONT. WALL FOOTINGS ANO'l PER 16 SO. Fr. (4 MIN.) IN 14 GA. WE TIE ARGHrnw INmam COLUMN FOOTWOS AND AT 2M OM SIM# 4'-113*� F-W. IN'SLABS.-Typ. FLORIDA bi 2 CLk *CLR� 3"CLR.- 4#BX20.-O-W/13 0 14-O.C. DMO 1-6 INTO GRADE SEE PLAN W7OR Typ. SCHEDULE F FIG. REINF. 7-- m CLR. TO J.3 TIES TYPICAL BEAM CORNER ,7T I MODMED CONTRACTOR FABRICATED CONCRETE SUPPORT gloc .14.&GERCAST PILING W/ 1-1-0 "15 THREADSAR DIL NU ='INIt RASHER if TOP. DETAIL EACH PILE. T 21 DETAIL No SCALE— 3 S2 S2 LM To HMUMM III EXOS W TIMM UM 1.UK Lam To mxummc. SCALE WA UN-11015 RF am LK UM -Q5 Fif _P�S2 2.0)"Ounwo Um DETAIL 1.FIOU 10 M 31 FOR WVVL SINXILM Rio=SnIo= MmV=M Dow m-I.=fom 2.RM to NQ mo W MwevaL MU SOW,r*U%%a MR,No dn% ET mm -I=mXm IS-3 t/2- Ir-3 I/r S4 Get w Toppm UL w/4 X 6 VIA X VIA OF OWS 111 34 78"c Sm on w MR 4* r SL40S T amm TW KC 3LV 15, 5, IRE 3. r Tmpm TOP PFIKL 4 SM. 7W CF aEmm-171 S4 4 4 GBI 55 S4 4 --- ------- -- ---- ----- --- ----- -- '4 j 4' 1 AMENDMENTS: Sim. NO. rmd; DATE, T0P IF WAM FJW OMM(UAO.)-W-r 9011011 OF MM WAII nEW04- IV 6'HMUNWRE SM 111 r MWIM 70PRM; W/I X I WtA X WIA MF III FLA7 MM COMMED IN M-RIC SIX NUM W FOR Rpm Do"a"n 8BRIM 7W OF KC SIAII- '-' DATF- L_ MWN - MP OF MPPM aallfat-jr-r* RBP 8/4/00 APPROVED BY. WAL 0 PROJECT NUM 9805 PROJECT NAIME- T2 ; NEW GARAGE APARTMENT FOR S5 S4 MR AM MM \197 ; S4 S5 Cj3L TOWEW R —W oF SIM.. %_ avalm-w-11" TW OF 4W VA ffm aE%9w_t51-11, 1249 BEACH AVENLE L------------------- ------- ATLANTIC BEACH,FLORIDA __j DRAWNG RLE mo- 9805\TOBS2-3 2r-6 l/f _r SHEET TITLE. FILING&GRADE 13EAM PLM 7-11 FIRST FLOOR FRAMING PLAN PILM-1 & GRADE BEAM PLAN _7114,__ v__Ir SHEET HUMISM F FIRST FLOOR FRAMM PLAN 1/4-- V-0- S2 WLLM LEUTHOLD ARCHnWT NM 9M OAK STRINT JACK6ONVLLE.FLORIIMA 32M a"age-am RM=NKL;9;�=CF-'APA WID um&mm mws�amw 1.am(PA 1)10 AL =Llm.%W NO)QWX W ROILED�Sd 9.0 ar ALL FLVWM Mms r im FMJ) 10,= mim-f gya maKa ffa mm 5mm ow imm OF AD"ff MW M FM SIM K FBFMMM C(ALION FM (WA am P.T. vnm wm"l 3" ss momvn= =24011 K alIFIRM OF M13M orwx 1. -0)IQ ALL affopn AM ME m 02 lollax AND AMD Holmm"o m'mm ff"L RWI 'Ulm O.C. am-f wm nmff ma mm mm Do im W AUVW m 4IM4 MU BE RMIMM m somm u am IF 134 =ME&OWE 1113M mm peromm AM imi.fm mwa x"mm) n r I am 3 MCWMM RM=*1111 K CUPM W ROM W= �V NA*4m mm Rm m VAMK mm=an lid SNKM VM r fQ�OK OF 2 Ar 90 AW I m SUM I=la MW WW MU K -Ir=0%mqm im on ova IIE mm m wa V= w 14100 910111 IE MM M W NO WM RM W 2.11100M 7 — - i 4. W&W mw m mm"NIZI)ws rm/a FOAM om r or Illam Comm 77 I L Ir 11 MMSIOW—4'= FIELD--r 04 mL am umnam F8.0 4'G.(L L-JQ S7 -7- 7 Hill so IL— S6 / - &D. —T—I— MANDMERM. It 140, MX DATE 7=1 71 m" BY., DANE. REIP 8/4/00 m"wym BY. PROJECT NUMBER: WCOM FLOOR FRANN PLM ROOF FRA� PLM 9805 1/4' V-T PROJECT NAME: NEW GARAGE APARTVANT FOR Lft AND MR& CD. TOWERS, im 1240 BEACH AVENUE ATLANITIC 13EACK FLORIDA DROWANG FILE NO: 9805\TOBS2-3 SHEET TME- SECOND FLOOR FRAIMM PLAN ROOF FRAIMM PLAN SHEET NUMBER: 83 WLLM LEUTHOLD V-4' FACE OF AFA*ffUW W& ITUO WALL 2=1 CIAK STFEU J am ses-� ACKSOMMM FLOWA on" COL BEYOND v COL BEYOND f5 CONT.W/113 TIES 0 18-0 C. BRICK BEYOND .v RE GROUT BETWEEN ADJACENT UNITS Tc . V EXTEND CONC.AS SHOWN FOR BRICK AFTER BRINGING INTO ALIGNMENT LEDGE SLOPE TOPPING I" AND PLACING REINFORCING IN SLOPE TOPPING 1 JOINTS FOR END ANCHORAGE 16--r WHERE INDICATED 100-00,Qr ------- -- - SEE PLAN V2" I L Jecim-Alk Fbrwa BEARING PAD-// 2'CLR. TOP A SIDES PRESTRESSED HOLLOWCORE SCHEDULED UNITS SEE PLAN GRADE BEAM REINFORCING SEE I/S7 SEE 1/56 FOR ADDITIONAL INFO.NOT SHOWN SECTION SECTION DETAIL S5 21 S5 3 1 #4 0 1 E.W. #4 0 12*O.C.E.W. SEE I/SS- 215 CONT. n WWF,SEE PLAN 19-3- io <5 PAD 0 0 0 0 0 CK CONT. BEARING PAD- CONT. REARING 7 7 Tr 7 x 77 E BM..SEE PLAN SEE I/S7 SEE I/S7 It BM.&PILE &PILE PiSifi::� DA7E:- SECTION SECTION 77 SECTION S5 F S5 - 67 S5 8 OPENING C ING NOTES EQ. ED. WHE31E POSSIBLE 1.OBTAIN APPROVAL OF OPENING LAYOUT FROM PRECAST ENGINEER DPAWN BY: DATE., AND MECKWICAL ENGINEER PRIOR TO CUTTING. 2. HOUJDWWtE UNIT DESIGN P1 8/4/00 SMALL BE BASED ON THE APPROVED W. ELIMINATKRI OF STRANDS RWG DUE TO CMTING OF OPENING. 2L DRILL 4*0 CORE HOLES AT EACH CORIER. 4. PROVIDE TIWPORARY SUPPORT FOR PIECE TO BE CUT FREE 9805 5.SAWCUT SIDES OF OPENING TOP AND IlarrOM Ur OVERCUTIVIC PAST EDGE OF PROJECT NAkIF-- CORNER HOLES. NEW GARAGE APARTMENT FOR %K AM MM W. TOWEM Jt COORDMTE SIZES MECHANICAL, SEE MITE#I GROUT iolhl�T W"BEACH AVENUE i HOLLOIWCORE BETWEEN I ATLANrIC BEACH.FLOWA v-U DRAMM FILE NO. 99020\30 LAYOUT AND CUT OPENINGS AFTER UNITS ARE SHEET 7ffLF-- ERECTED AND 14AVE BEEN GROUTED FOR 7 DAYS, OR PER PRECAST ENGINEER'S CRITERIA. L MUM TYPICAL OPENING IN HOLLOWCORE MrS MoDm 3-PC-,= SH NUMER: w mu in am DETAIL 1 85 1 S5 -101 1 S5 -S5 ROOF BECK.SEE PLAN AA WILUAM LEM= 12 SCHEDULED BEAM BEAM CONT.AS REO'D. AFK*Efl=M 5 gm am STRIMT JACKSONIVILLE PLOFMA 82M a"aae-am TYPE A' BRACING, SEE PLAN ------ z SCHEDULED BEAM 0 ci t ROOF DECK.SEE PLAN 12 o 5 ROOF DECK. SEE PLAN TRUSS, 12 z' SEE PLAN 5 qmm grow 9/sq- .. .... ms 01*sbTlq t-d` 2x BLOCKING 2--l' ybri" =4 TRUSS. TO TRUSS W/W34 SEE PLAN EACH END DESIGNATED oh _V� WRAP OVER ..M. SECTION \ 11 350MES*CFEXSTnE=M DMOKINSMANTCHE 34'-11' 34--1 I- REQUIRED FOR PROPER FASTENER 0-fa-M Ito INSTALLATION,I.& 6-10d NAILS, EACH END OF STRAP. SEE SCHEDULE SEE SCHEDULE MAIL A SEE SEE ARCK 12 5 2'-0' EE 4G FOR SIDI c SEE 00 ARCH.OVGS. DOUBLE PLATE.TYP. SEE PLAN MM, SEE PLAN SEE ARCHL DWGS. SHEATHVIG, SEE PlAl COL.SEE SCHED. 11-10d NAILS PER STRAP 0 THE END 2 0 f-10d NAILS a BEAM S7 _F SECTION SECTION SECTION 3 2 A SCHEDULE BEAM 2i ROM BMCKING 2-A35 11-10d NAILS PER _Z� STRAP 0 THIS END—/ TYPE BRACING. I Cj. SEE PLAN TRUSSES, PLAN BEAMS. SEE PLAN DETAIL SEE PLAN MR r GPM SLOPE&DECK DETAIL 4A14BI S7 JOIST SCHEDULE TRUSSES 0 ------ MARK SIM 11EMAMIS 2'-C*D.C. SEE SCHEDULE SEE PLAN -------- FOR 00 ------- 2il 2X12 H3, LUW10 F PLANM F TV. OONT.2x -------- 2,12 202 H3, LUW10 BELOW(4) 2J3 2XIO H3. LUS210 PRESSURE TREATED 2J4 2XI 2 143 2J5 200 H3, LUS210 PRESSURE TREATED 3/4-0 A.S.(.2� J/ BEAM, CONNECTION & SUPPORT SCHEDULE AMENWENTS* I/.. ./ I BEAM w" sun-=CONOTTIM RU&MM %'&. ITENI: DAM' um moww".10 m 1.M.=01. EM 2.wrT.OWL 281 2xNOTE 4 2-24; 2xNaTE 10 2-24;2xNOTE 10 NOTE 3 SECTION PLAN DETAIL 5 6 DETAIL 282 2-2xb 3xNOTE 4;HU21170Z�3-2XB,3,NGTE 10 3-24', 3XNOTE 10 i 283 3-2.12 3XNOTE 4 3-2x6; 3xNoTE 10 3-2x5; HOGA I PLAN DETAIL 284 - 2-2xg IxNOTE 4 SEE 282 SEE 282 KOM 3 71 285 GIL6.75xl 7.875 4XNOTE 4 1 4-2XC HMA 4-2x8; HD5A P.T. a2-2m 2 6XNCrE 8: 3xNOTE a 6-2x6;HDIOA 3-2x6-.HMDI(MK �.T.NOTE T_L WOOD TRUSS AT 2*-0'O.C. (U.N.O.) TRUSSED RAFTER ANCHORAGE SCHEDULE .1 3'5 4XN0TE 4 4-2xG; HDI" 4-2x6;H014A P�T. DRAWN BY. DATE, -1 —Wjppoffr 2198 2-200 i %.I, P! 8/4/00 SEE PLAN FOR LOCATION OF VERTICAL BRACING TROMRMATRVKK AT EXTEIROR 3LqTw LOCATM 2040TE 4:MM10-2 3-2x8; HOM 299 AT TMJU/KM VJPPM 2139 2-2XIO bdCTE 4,CC44 3-2xfi; HDBA 40;COS44 P.T. APPROVED BY., PLYWOOD DECKING 7 C.J. MTS12 PER TRUSS MANUFACTURER TYP.UXC-L�� 3xNDTE a 3-2xe; Hom 3-24; HDBA '�T,NOTE RWG E.J. MTS12 PER TRUSS MANUFACTURER UXO. 2810 %11 H.J. /4-.r KANO DOXE W/24M= PER TRUSS MWWACTURER fM.U.N.0,SEE 2811 2-2x8 23NUTE 4 3-24; HDEA 3-2x6; HDSA NOTE 3 PROJECT NUMBEIt 2-3/4-0 A.B. 9805 BALCONY L Cj. FrTS20 PER TRUSS MANUFACTURER ABOVE WHERE I NOTE 3 RBI 131-1.75911.11MMLI 4ACTE 4 1+-2x6;H014A 010TE 194-2d;HDIIA(NOTE III NOTE 9 PROJECT NAME' NOTED KTS20 PER TRUSS MANUFACTURER ABOVE BALCONY RM82 12-1.5211.BMVL I MUTE 4 -,zc%mou 3-2*mm(wm ioTmaTE e NEw aARAw APARTmEwr FOR GI.J3 -VERTICAL HIRACING NOTE 3 RB3 3-1.75011MUL 3%NOTE 4 3-2xa;MOTE 8 3--2-A 39WE 8 1 NOTE 7 APPLIED TO ABOVE BALCONY MR AM MM VERTIICAL OR H.J. lrr MOM SN�LE WA-wm PER TRUSS MANUFACTURER INCLINED TRUSS 2-3 OAS. I I - - i ' ;T-. -d-T—n EUA"F VT IN GA Toview it WES MEMBERS. MVIM SIM W/24M2M MPG CT f OF 2-16d NAILS 2-3/4-0 A.B. six SCHED OF EACH TRUSS. 1.ALL CONNECTIONS NOTED ARE AS MANUFACTURED BY SIMPSON STRONG TIE AND SHALL BE ES STAINLESS STEEL AT ANY DMIOR EXPOSURE AND HOT DIPPED GALVANIZED FOR A�FO�R CONN. TRUSS SPAC COMN HTS20 —3.A Typ� TO PROYIOE A U"MACH AVENUIE ANg REMAINDER.U.N.O. INSTALL PER MANUFACTURIEWS REQUIREMENT& HMBRAC3NG ANGLE GIRD1 1rr IIWERIM SIDIKE 111/24IT12110 I OF W TO 45' A 2-3/4-o A.& 2. USE SCHEDULED ANCHORS AND AS NOTED IN PLANS&DETAILS, ATLANTIC BEACK FLOFIDA 3 NAIL 2;TMETHEUMW B&2 ROWS OF I Ed NAILS 0 12*O.C. M.),PER LAYER. /10 /4w wmm VOILE W/2-� 4'CsI6 WRAPPED OVER BEAM LONG ENOUGH TO FASTEN TO SUPPORT GIRD2 2-3/4-*AA. Od NALS EACH 9m) EACH STRAP.SEE DETAIL 4A/S9. DRAWING FLE NO. N 99020\S7 /4kr 5.PWR/CMDE CON ECTION EACH END OF BEAM. U.N.O. GIRD3 5.NAIL 2-LVI:s TOGETHER W/2 ROWS i6d NAILS 0 12'O.C. Z'�4 SPITe.F AT L CONIIINUIOIJS 2.4 ALINNERS n2-/ X'l 7.CONNECTION AT BOTTOM OF END SUPPORT IS TO THE LOWER LEVEL. W. FROM BOTTOM OF IV, JOINTS IN RUNNERS OVER BOTTOM CHOW. I-Iff-m 2nd FLOOR STUD TO TOP OF I at FLOOR STUD. SHEET ITME- 6-10d EACH SIDE SEE PLAN FOR LOCATION 1. ALL CONNECTORS NOTED ARE AS MANUFACTURED BY SIMPSON STRONG TIE AND SHALL BE &CSIG STRAPS(NUMBER NOTED) NAILED TO LOWER STUD.UPPER STUD AND BEAM W/11-10d OF JOINT. 2-Ifid NAILS EACH TRUSS. HOT DIPPED GALVANIZED U.N.O. MWALL PER MANUFACTURER'S REGUIREMOM NAILS3!EACH END OF STRAP AND fi-lod NAILS AT THE BEAM.SEE DETAIL 4B/SG- 07*43M 2- USE SCHEDULED ANCHORS AND AS NOTED IN PLANS&DETAILS. 2. NAIL LVL:v TOGETHER W/3 ROWS 16d NAILS 0 12'O.C. 3. THESE CONNECTORS SHALL BE SIM.TO NOTE 1 BUT THEY SHALL BE STAINLESS STEEL 10.CSIS STRAPS WRAPPED UNDER PLATE,SM.TO DETAIL 4A/S9. (ALTERNATE'SPH6 W/12-10d) INVER'rED SAODLEr%WERE NOTED.SHALL ALSO BE STAINLESS. 11.Ho SHALL BE POSITIONED ABOVE&BELOW PLATE UNE ac CONNECTED W/ANCHOR SOLT. 4* ALL Mrr28B CONN. SHALL BE NAILED TO STACKED STUDS (2-24 MIN.)W/24-16d NAILS. SIMEEr NUMBER:* 19 PLAN DETAIL DETAIL SCHEDULE mu 1 1T SCHEDULES 87 r8 S7 I I FiEt i ol k 7" MMUJAM LEWHOLD APAWnWr NM AUGERCAST PILING SPECIFICATIONS 11111118 OAK STREET' jACK90NVLLP-FLOFWA 822" fe" :AST PRING 29-11 INSTALLATION OF PILES 11M PROTECTION OF FILM FRONDE A SEQUENCE OF PILE INSTALLATION ANENTS.' THE GENERAL P=Rr OF THE CON7RACL INCLUDING 11.1 GENERAL PROVIDE FILING OF THE LOOM AND CONFIGURATION SUCH THAT ADAACSNT PILES ARE NOT OISTURBM EVIDENCE OF GENERAL CONOTIONS. RD CM PFSPECIAL DITIORS(F NECESSARY 70 ACHIEVE THE REQUIRED PENETRATION DETERMINED BY THE DISTURBANCE MAY APPEAR AS A DROP IN THE GROUT SURFACE, KEEP ANY)MANG NTH THESMEMZ�A LY TO T��SPECIFIED 1100"DINT TESTING LABORA70RY AND AS INDCAIED ON THE CONTRACT THE EOUIPMENI`FAR ENOM AWAY FROM THE PILE BEING AU r rf To IN THIS SECTION. DOCUMENTS. AVOID=PRESSING OR SHEARING OF THE SOL MHKN MAY IN TURN M.1 DIANNE ALL DRAUNGS AND ALL OTHER SECTIONS OF THE 11.2 INSTALL PILING TO THE REQUIRED PENETRATICK OR TO THE REQUIRED "LACE ON SQUEEBE OFF THE GROUT COLUMN. DO NOT PLACE FILES SMMCA71ONS FOR RECILIMEMENT THEREIN AFFECTING THE WORK OF BEARING LAWK OR 70 THE REFUSAL AS DETERMINED,BY THE 11"SIX FEET OF ADAUT PILO UNTIL THE GMT IN THE PILES THIS TRADE. LABORATORY REFUSAL IS WEED AS THE DEPTH WHERE LESS THAN HAS UNDERGIONE KRAL SET AND HAS SET FOR AT LEAST 12 HOURS.OR 2B.-C2 DESCIN TION OF WORK, WORK INCI I PLACEMENT(IF AUGER GROUT-INECTED 12 INCHES OF DOWNWARD PEMETRADON 15 ACHIEVED IN TW MINUM AS DIRECTED BY THE TESTING LABORATORY REPIMENTATIVE. al &oup FILES FOR SUPPORTING STRUCTURE& OF AUGERING. 20�12 TESTING 2B-03 RELATED WORK UNDER 07HER SMTIONS. 11.3 EIRAVATION OF THE FOtXUTOW MAY BE COMPLETED PRIOR TO OR 121 THE TESTING LMMTaRY SHALL PERFORM THE FOLLOWING TEM Ul GENERAL N=DRAWING Sl FOR CAST-N-PLACE CONCRETE. AFIER NJCMM AND GROVING. COMPLETELY ILL THE AUGERED HOLE U2 GENER&NOTES,DRAWING SI FOR FOUNDATION& A. FLOW-OONE IM. F�A GIRCUIT HAVING A CONSISTENCY OF WITH GROUT AND SLEEVE 70 CUT OFF ELEVATION. THE EXCAVATIONS FLOW BETWEEN TO AND 35 WHEN TESTED WITH A FLOW 25-� QUALITY ASSURANCE OF THE FOUNDATIONS SHALL BE IMSPMTED AND APPROVED BY THE CONE IN ACCORDANCE WITH CUM OF BIGNM CIRD C-79. 041 APPLICABLE CODES AND STANDARDS COMPLY IWTH PROVISIONS OF ARCHITECT. B. TESTING OF MORTAR: ONE SET OF SIX 2-INCH CURES MADE THE FOLLOWING CODES NO)STANDAROM D(CEPT WHIRE MORE STRNGENT 11.4 FEED MATERIALS 70 THE MINER ACCURATELY MEASURED By EEIGHT, EACH DAY WILE FIE GASENN;NTH TWO CUBES OF EACH SET IEWOU393M ARE SHOWN OR SPECIFIED. ALL CODES AND STANDARDS DICEPT WATER,WHICH MAY BE MEASLINED BY ICILLA& RE GFECEIR OF BROKEN AFTER NIEE OAn TWO CUSM OF EACH SET BROKEN REFERFIED TO OWL BE LATEST ENTPOINS, PLACING THE MATERIALS SHALL BE AS FOU.CM& AFTER WAN DAYS.AND TWO CUBES OF EACH SET BROKEN AFTER A, AMERICAN MOM OF TESTING MATERIALS(ASIM� ALL AS7M A. WATER; 29 DAM CLEMS SHALL BE MADE AND TESTED IN ACCORDANCE STANDARDS SHALL APPLY WHERE APPROPRIATE. B. FLUIDFIER;AND NTH ASTIM C TOIL BL CORPS OF ENGINEERS(Oft ALL CRID STANDARDS SHALL APPLY NIM APFROPRATE. C. DIM SOUDS IN ORDER OF NOWASW PARTICLE SM TIME 26-13 RASPEC71ON OF FILING PLACEMENT OF MOM SHALL NOT WE LESS THM CAE MINUTE. READY-4101 13.1 THE CONTRACTOR SHALL EMPLOY AN APPROVED INDEP13110ENT TESTING 04,2 SUBCONTRACTOR OIJAUSIGA71IONS: 7HE CONTRACTOR SHALL ITTIM GROUT MAY BE USED. LABORATORY FOR MONITORING AM INSPECTION OF PILE IWALLAITION ONLY AN AUGER QW)UT PILE CWRAC70R THAT HAS BEEN ENGAGED IN 11.5 DRILL EACH PILE HOLE NOD FILL"GROUT IN AN UNICIERIKIPTED AS OUTLINED HEREINAFTER. THE SUCCESSFUL INSTALLATION OF AUGER GROUT ME=PILES FOR OPERAIM PROVIDE GROUT INJECTION EQUIPMENT WITH GROUT 13.2 IHE INDEPEOW4 IEFRMG LAIDORATORY ELL HAVE A REPRESENTATIVE AT LEAST FIVE YEARS AND WHOSE CRANE OPERATORS OR'KEY"WHO PRESSURE WGIES WHICH ARE READABLE BY BE CRANE OPERATOR AT HIS T MOW ALL PILE INSTALLATION OPERATIONS THE GIVE UIRECDONS TO THE CRANE OPWIORS HAVE AT LEAST TWO YEARS NORMAL WORK STATION AND BY THE INDEPENDENT TERM LABORATORY CONTRACTOR SHALL MODIFY THE TESTING LABORATORY AT LEAST SEVEN OF DIPERIENGE IN THE SUCCESSFUL INSTALLATION OF AM MIT REPRESENTATIVE AT THE ALM HEAD. DAYS PRIOR TO STAnK ME INSTALLATION OPERATIONS. RUEC70 PILES, 11.11 MEW COALITION SHALL BE EXERCISEID DURING IWAULAMON OF 113 PRODUCTION PILE WORK SHALL PROCOED ONLY AFTER SUCCESOU 04.3 OU&ITY CCINTIIOL IIESTING NO INSPECTION: SPEOFED IN PART PILES,SPECIFICALLY DURING ANGERING CFERATICK PILE CONTRACTOR IWALLATION OF PROBE PILES. LOCATIONS OF POW PILES NU BE THREE. SHALL GROUT HOLE AS SPECIFIED.AND NOT&I=AM TO RENCK AS DESIGNATED BY THE IBM LABORAIM. PROBE PILES(A A, THE CONTRACTOR SHALL EMPLOY AND PAY IMOEPEMOM TESTING OICESS MATERIAL FRO MOUND PRLES PRIOR TO GROITFING OF HOLE. MINIMUM OF ONE 5 REQUIRED)SOIL BE NON-PRODUCTION PILES LABOMYORY TO MONITOR PILE INSIALLATION AND TO PERIM THE QUANTITY AND omf%cnaN NnEgm OF EMSIM SOU BENEATH IWALLED TO DDA06MV THE CONTRACTOn OPERATION AND SET PILING TESTS AND INSPECTIONSI DURING CONSTRUCTION. ADJACENT FOUNDAIROWS MLW BE MAINTAINED BY THE CM41RACTOR AT WWJM LEVELS OF ACCEPTABILITf TARGET GROUT FACTOR,ETC. CONTRACTOR SHALL NOTF,NICEPENCENT TESTING LABORATORY ALL ism PROM PILES SHALL BE LOCAIED SO AS TO NOT INTERFERE WITH SEVEN m DAYS IN ADVANCE OF SCHEDU OF ANY PILING 11.7 FOR ALL PILES,WITHDRAW THE AUGER 0.5 70 IA FOOT WHILE PRODUCTION PLEL PLACEIANT AND ALLOW FREE AD=TO THE SITE FOR TESTING MAINTAINING POSITIVE RMEON AFIER REACHING THE TIP ELEVATION 13.4 DURING PRODUCTION PILE WORK,PILE WM MAY BE REQUIRED AT AND INSPECTION OPOIAVOINS. DETERMS0 BY THE MM NSPWIOR AND BEFORE GROUrT a PuMPECL LOCATIONS DESIGNATED BY THE IESW LABORATORY. 2B-05 SUBMITTALS THIS POSITION SHALL BE MANTAWEI)UNTIL.GROUT FUOM(HAS REACHED 13.5 IN THE EMIT OF UNACCEPTABLE PILE INSTALLATION,THE CONTRACTOR C&I SHOP DRAIMMUS, SUBMIT SHOP DRAW$M INDICATING METHODS OF THE BIT,AT MICH TIME THE AM SHOULD BE LOOM TO THE 94ALL MOM"HIS METHODS,PERSONNEL.AND EQUIPMENT UNX AN ALIGOMIG AND PLACEMENT OF GPM AV RENFORCING. INCU.IOE THE ORIGINAL DEPTH. ACCEPTABLE PILE fWALLATION 5 OBTAINED AT NO ADDITIONAL.COST SIECIFIED 28 DAY COMPRESSIVE STRENGTII(IF GROUT AND THE SCEE, 11.8 COORDINATE RATE OF MIT PLECINCIN AND RATE OF AIM WITHDRAWAL TO THE OWNER. NUMBER 00 THE INSTALAVOR SEQUENCE FOR EACH OF THE SCHO)UI.ED FROM THE SOL 70 MAINTIAMI AT ALL TOM A POSITIVE PRESSURE ON 13.6 THE TESTING LABORATORY FIEFFIESElffAlIVE SHALL DOCUMEN'r THE PLES. THE GAUGE WHICH ILL.IN lylft 9MA7E THE ENSIENCE OF A PROCEDURES USED ON PRODU11711110M PILES AND KEEP A RECORD FOR E404 05.2 GROUT MO(DESIGN: SUlIMrr DESIGN W CONFORMING;70 PRESSURE HEAD OF AT LEAST ILS PSI PER FOOT OF AM EMBEEMENT PILE PLACED. THE RECORD ELL GIVE THE FMLONNG INFORMATION: IEMWBM75 UNDER 20-M 11.9 RAISE AUGER VAIN A CONINUOUS STEADY PULL AT A RAIE 09M A. DAM 05.3 EQUIPMENT AND ACCESSORIES: PERMITS THE MAINTENANCE OF INE SPECIFIED GROUT PRESSURE HEAD AT B. ICENTF=TION OF THE INDIVIDUAL PILE AND PILE GROUP. AL SUBMIT A COMPLETE UST OF THE M"DIT FOR USE TIE AUGER IF THE AUGER SHAU.NOT BE REVERSED DURING PUMPING, C. REINFURCING INMALLED. ON THIS PROJECT.INCLUOINIG THE VANUFACIURIERS DESCRIPTION AND A SLOW,POWIME NOTATION SHALL BE APPLIED THROLOW 0. IN&PILE 71P ELEVATION. OF THE 04ARACTOMM OF EACH PIECE OF EQUIPMENT. GROVING.OR WHEN GROUT REIUMN 6 WIED AT CUM SURFACE. E. BUTT ELEVATION. B. $MIT DRAWNGS OF ACCIESSCRIES SHOWING COMPAIREILTV WITH MAM DELAYS IN THE GROUTING OF A PILE WILL BE GALIN FOR r. THEORETICAL GROUT VOLUME THE SUL CCWMMT04 HAMOUNG6 NO REQUIRIUMTS OF THE REAMION OF THE PILE SUCH FILES SHALL BE COMPLETED 00 G. ACTUAL GROUT MINE TYPE OF PILE INDICATED. ABANDONED. MINCIR DELAYS ELL BE PERMITTED AS LONG AS THE H. GROUT RATIO. 05,4 CERTIFICATION: $UNIT WRITTEN SUBDCNNACTM QUALIFICATIONS INITIAL SET OF IRE MW 0 THE AUM OR THE TOP OF IHE PILE I. PRESSURE AT PUMP. CERIFWG COMPLIANCE NTH SPECIFIED EMPERIENCE REQUIREMENTS. DOES NOT OCCUR NO THE PRESSURE AT THE AUGER HEAD DOES NOT DROP L PRESSURE AT OPERATOR. 29-416 GRWT BEIM 15 PSI MMM SUCH DELAY. THE TIME INTERVAL FOR INITIAL X. COMMENTS ON ANYTHING UNUSUAL RELATIVE 70 THE INSTALLATION. OILl MIMIRE OF PORTLAND CEMENT,A PUZZOLAMIC MATERIAL WIEN WrlNC OF THE MIT WILL BE DERNMINED BY IHE OWNERS 13.7 THE CONTRACTOR SHALL CDOPERATE WITH THE LABORATORY TO APPROVED RANDIFIER,RETARDER WHEN APPROVED.SAND AND WATER INSPIEM FROM SAMPLES TAKEN WHEN GROUT 6 BATCHED OR FACILITATE THE KEEPING OF THESE RECCFIX ANY DEVIATION FROM PROPORTIONED AND MMED 70 PRODUCE A GROUT CAPABLE OF BEING DEUVEREIDL THE PROECT SPECIFICATION&OR ACCEPTABLE PRACTICE,SHALL BE PUMPED AND HAVING A MINIM COMPRESSIVE STREMM OF 4,000 PS 11.10 IF THE AUGER JUMPS UPWARD WORE THAN I INCHES BUT LESS IHAN 12 BROUGHT TO THE ATTENTION OF THE CONTRACTOR AND DOCUMENTED AT 28 BANS. OTHER ADMIXTURES SHALL NUT BE USED. INCHES DURING WIIHORNWAL,MOM AM TO AT LEAST FIVE FEET PENDING ACCEPTANCE BY THE OWNER. A. PORTLAND CEMENT. AMC 15M PAST THE QUESTIONABLE AREA AM MEOW THE PILL AL IN ADDITION TO THE RSWRO�THE REPRESENTATIVE SHALL ALSO: B. POZZOLAN, FLY ASH OR 07HER APPROVED POZZGL.MlC MATERIAL 11.11 IF THE AUGER JUMPS UPWARD MORE THAN 12 INCHES DURING 1. VERIFY THAT THE PILES ARE AUGERED TO THE DESIGN 71P CONFORMING 70 ASTM C 611L WITHDRAWAL.Oft 7HE PILE 6 NOT INSTALLED IN GENERAL ACCORDANCE BEARING LEMIL C. GROUT RLADIFIER: COMPLY INTH CORPS OF ENGINEERS CRD C- NTH ACCEPTED PROCEDIAM REINSERT AUGER TO THE POINT THAT THE Z MONITOR THE AUGER WITHDRAWAL RATE AND GROUTING 556,NTH EXPANSION NOT EXEMING FIVE PERCENT. USE A AUGER AIMPED OR 10 THE BASE OF THE QUESTIONABLE AREA AND OPERATIONS TO EVALUATE WHETHER A SUFFICIEW MORTAR COMPOUND POSSESSING CHARACTERISTICS WEN ELL INCREASE REGROW THE PRE 70 INE GROUND SURFACL THIS FILE ILL BE GROUT PRESSURE HEAD 5 MAINTAINED ADM THE W"TION THE FLONABLITY TO ASSIST IN THE DISPERSAL OF CEWEPIT CONSIDERED A RE"IED RE AND AN ADMICKAL PILE SHALL BE POINT DURING CONSTRUCTION. GRAINS NO NEUTRALIZE THE scnm SHRINKAGE OF THE NO INSTALLED ADMCEDIT THERETO NO THE RE CAP MODIFIED)AT THE .1 CONFIRM THAT THE MW PUMPING EQUIPMENT 15 STRENGTH CEMENT MORTAR. CONTRACTOR%EAPENSE. OPERATING 3AIMACTOMY THROUGHOUT THE CONSTRUCTION 0. RETAFM WHEN APPROWM CONFORMING 70 ASTM C 494.TWE 8 11.12 RAPID MOPS IN THE GROU'T PRESSURE BELOW 15 PSI AT THE LEADS. PROCESIS. DMAGE RATE SHALL NOT DICEED,MMUFACIUREWS OCCUFMM WIEN OTHERWISE ACCEPTED PROCEDURES ARE BEING USED FOR RECORD THE MAINE OF MORTAR GROUT REQUIRED TO RECOMMDIDA70M MA30"RETARDATION 94ALL NOT DICEED 30 IMALLA710K WAY BE CAUSE FOR PILE ABNUNMBff. SUCH CONSTRUCT THE PILE. MffJ7ES. ABANDONED PRO ELL BE CONSIDERED AS ONGINAL.SCOPE OF WOW 5. MONITOR THE INSTALLATION OF SM REINF CEMENT I- WATER: FRCK CUM AND FREE FRO SEWAGE,CO.AM AND COMPENSATED FIE IN THE BAN 1111D. INE REOUIRED REPLACEMENT (IF REQUIRED),CHECKING TO VERIFY THAT THE= ALKALL SALTS,ON ORGANIC MATTER. PILES ELL BE COMPENS47M FOR BASED ON THE UNIT COST ED. IN LENG%CONFIGURATION,AND PLACEMENT OF STEM. F- FIE AGGREGATE' ASTM C 33. IF WASHED.USE A WASHING CASE OF A RAPID DROP IN THE GROUT PRESSURE LONER THE AUGER REINFURCEWENT CONFORMS TO THE JOB SPECIFICATIONS. METHOD THAT WILL NOT REMOVE DESIRABLE IN:& ALLOW FIVE FEET PAST THE POINT OF PRESSURE LOS 90 ATTEMPT TO CROUT 6. ACCEPT OR REECT PILES AT THE TIME OF INSTALLATION. AGGREQATE TO DRAIN UNTIL THE RESIDUAL FREE MOISTURE IS THE PILE TO'WE SURFACE. IF GROUT PRESSLIRE CANNOT BE MET UP 00 OF SECTION REASONABLY UNIFORM AND STABLE. USE AGGRODA'TE VIU-CRADED TO THE 94DM HEAD DURING THE REGROUTING OPERATION AMENDMENM- FROM FINE 70 CQAIW-NTH FINSIMS MODULUS BETWEEN 1.30 AND MOE THAN 50 CUBIC FEET OF GROUT IS LOST AT MY FIVE FEET AND a4OL THE FINENESS MCOULUS 15 DEFINED AS THE TOTAL INTERVAL DURING A REGIMUTING ATTEMPT.COMPLETE TW PILE M THE NO. ffw: OAM* DRADED BY 100 OF THE CUMULAlhE FERCENTACES RETAINED ON VITENT POS30LE AND ABANDON THE PRE. ABANDONED MO WALL BE U.S.STANDARD SM NUMBERS 4.8L 16.X 50 AND 100. REPLACED Ely ADDITIONAL PILES MO THE PILE CAP MODIFIED 29-07 REINFORCEMENT 11.13 AFTER INSTALLATION OF THE PILM THE FOUNDATION BASE 94OLLD BE 07.1 MATERIALS,ASSEIMX�y MO PLACEMENT OF RVMFDRCEMEXT 94ALL CLEARED UNTIL FE43DRABLY FREE OF CUITNM CISPOSE OF MAIERIAL CONFORM TO THE REQUIRIOWENTS OF GENERAL NOTES FOR CONCRETE. EXCAVAIED BY AL40M OUTSOE THE LIMITS OF FOCTING AREA UNLESS 07.2 ALL FILES SHALL BE REINFORCEID AS N07ED ON THE DRAWINGS. FILL 07MMSE OIRIMEO. 00 NOT LEAVE PARTIALLY COMPLETED PRO UNM REINFORCING BAR 94ALL BE PLACED THROUGH TIE AM GROUT OVERNIGHT BUT COMPLETELY MIT NO PROTECT AT THE TERMINATION SHAFT AFTER AUGER HAS BEEN FULLY ADVANCED AND PRIOR 70 OF EACH DAYS OPERATION. WIHMWAL PROVIDE lWtE GLADE/CENTRALIZERS ON BOTTOM OF 11.14 AUGER GIOUT INJECTED PILE REINFORCEMENT. SUITABLE INSERTED REINFORCING TO INSURE SIDE CLEARANCE. 'conR&nW SHALL BE ATTACHED TO THE BARS IRSEFM AFTER 2EI-OB PRESSURE GAUGES GROUING TO ASSURE CENIEIIMIC OF THE SAM IN THE PILE AND THE DRAWN Erf: DATE 0111 PROVIDE GROUT PRESSURE CAUGES WHICH ACCURATELY NOICATE BARS SHALL BE PLACED IMMEDIIAIELY AFTER OWNING THE PILE. DISPLACEMENT PRESSURES AT THE AUGER HEAD AND AT THE CRANE REINFORCEMENT SHALL BE INSTALLED INRW DOWNWARD MECHANICAL cm 8/4/00 OPERA7WS POSITION. PROVIDE CAUCE SAVERS TO PROTECT GAUGES ASSISTANCE. IF REINFORCEMENT CANNOT BE INSTALLED WITHOUT FROM GROUT OEM CAM DALY TO PREVENT GROUT BLOCKAGE. APPROVED BY- RER.ACE INACCURATE CAUGES"NEW GAUGES. MECHANICAL ASSISTANCE.FILE SHALL BE REDRLLED NO GROUTED 2B-09 EXECUTION UNTIL REINFORCEMENT CAN BE INSTALLED AS SPECIFIED. RWG 09A MINIMUM ES71MATED TIP ELEVAIKINS ARE APPROMMATE AND ARE 11-13 GROUT VCLUME. THE VOULWE OF GROUT PER LINEAR FOOT(IF FILE INDICATED ON RE DRAMINGS SHALL BE EQUAL TO OR GREATER THAN THE VOLUME OF GMT PER FOOT P�AlLimem 09.2 VOLUME OF PILL, OF APPLICABLE PROBE ME MAINE MEASUREMENTS SHALL BE MADE BY THE VOLUME OF GMT PER LINEAR FOOT OF PILE THE ONNORS LABORA70RY HOMEWL THE CONTRACTOR SHALL PROVIDE 9805 SHALL BE EQUAL TO OR DICEED A IKILLIME CORRESPONDING TO A TARGET CALIBRATED GAUGES SPECIFIED ME"TO MAKE SUCH MEASUREMENTS GROUT FACTOR OF 1.1 FURNISH A METHOD FOR ME POSITIVE 11.16 GROUT PUMP: USE A POSITIVE DISPLACEMENT PISTON PUMP OF AN DETERMINATION OF THE VOLUME OF GROUT INJECTED PER PILL PILES APPROVED DESKN,CAPABLE OF DEVELOPING DIMMING PRESSURE AT PROJECT NAME.* EXHIBITNC AN INSUFFICIENCY OF GROUT MAY BE REJECTED OR LOAD THE PUMP LIP TO 350 PSL CALIBRATE THE PUMP OISCHMCE CAPACITY TESTED AS DIRECTED BY INDEPENDENT TESTING LABORATORY NEW GARAGE APARTkilENT FOR 0913 DEPTH AND ALIGNMENT OF AUGM PROME AN ACCURATE MEANS OF IN STROM PER CUBIC F007 OR REVOLUTIONS PER CUSIC FOOT BY A METHOD APPROVED BY THE COMM LA"WERY. REMOVE OIL OR OTHER DETERMINING THE DEPTH AND ALIGNMENT OF THE AUCER. RUST INHIBITTERS FROM MIANG DRUMS AND GROUT PUMPS MR AM MR& 09A INSTALLATION TOUERMCM DEVIATOON SHALL NOT BE MORE THAN 1/4 POOR TO MIXING AND PUMPING. EOUP PUMP NTH DIGITAL COUNTER INCH PER FOOT FROM THE VERTICAL OR BATTER LIKE�WITH A TOTAL FOR COINTING PUMP STROKES TO DETERMINE THE MOUNT OF GROUT Tovvffm JL DEVIATION OF THE WAD OF FILE NOT MOW THAN TWO NCHM PUMPED. FINISHED ELEVATION TO BE NO MOM THAN I-IA INCHES ABOVE OR 11.17 CRANE USE CRME EQUIPPED NTH TQRGUE CONVERTER OR HYDRAULIC BELOW THE ELEVATION INDICATED. DRIVE SYSTEM 70 POW A SLOW CONTINUOUS AUCER LIFTING 09.5 LOAD TEST, NO LOAD TEST IS REQUIRED. (GROUTING)OPERATION. 2B-10 PILE LENGTHS V"BEACH AVENUE 1411 ES71MATED QUANTITIES OF PILES MAY BE DETERMINED USING THE ima AUGER: USE 3 INCH MINIMUM LID.HOLLOW SHAFT AUGER To ES71MATM TIP ELEVATION AND CUT-OFF ELEVATIONS SHOWN ON FACILITATE GROUT FLOW. WEAN DIAMETER OF COMPLETED PILES ATLANTIC BEACH.FLORIDA DRAWINGS. ACTUAL LENGM OF PILES TO BE INSTALLED SHALL BE SHALL BE 14 INCHES IN MAMEML DETERMINED BY ACNSONIVILLE ENCINEDMING At IESTIPIG COMPANY OR 11.12 AUGER DIM, USE AUGER DRIE HEAD AS DETERMINED BY THE PILE DRONM FILE NO: ANOTHER APPROVED INDEPENDENT IESRNG LABORATORY DuNHVG THE CONTRACTOR NECESSARY TO INSTALL THE PILING AS DETAILED. AJOERING PROCESS. THESE LOiCTHS SHALL REPRESENT THE LENMS 99020\111111 WHICH AM TO REMAIN IN THE COMPLETED STRUCTURE. SKEET 7171F- SHEET NU 89 MSM- ROOM F� SIMMAE DOOR 80HOXILE DOOR 90HED= COUT. —A - — MUM LELM*XD NM R=N41E FLOW 114a CERM USE 11EMANG 140, 1 TYPE 59E m3mG in I Tm WE 1. RE16"m 001 ENW wwo 1 1 CLAD"m mm 3--r x r ARCHRM m --�ER w ONVpmff -r x 1 29 smamm r-rxv-rxlw 102 WMGE QW/W 5— WOW 2 1 PNIEL Om 211813 om semi PAW 2'-r x"x I 3/r I 3D CLAD 0000 RM r-f X f-C X 1 3/4' 103 Q%w cuc, ow/pw smom%fw WOOD 3 BASS 00 NO FNEIL r-r x r-r I I 31r i — I FLOMA 322D4 at CLAD sm fma 3--r X f-r X 1 3/4' 1 F 104 BMROOU i ZN*V am/pw 500%,=/ wm 4 sm FOE"m 91-V x am=wo4m 32 CL40 NOD"wo f-r X r-�fX I 3V/4' 105 am CM 11LE CEP TLE 5 mm FANEL cum lr-r x r-r ELEMW OPEPER 33 OA 0000 WO 31-T 2V,. lag CLOW :ARPET awpoff 6 Mm FAIL GIVE 1'-r x 71-C afcrmc GPM 201 UVOW/001M ROOM 7 w—I WOOD 7 4 FVNEL mom 2,-r x C-e I I w 2W KRU*N ? —/—I — 6 Fiona Fm r-r x r-r I I 31r M3 BEDROOM 2 I:AFWU amww wm 9 1 FAMB.WOOD f-4"l r-r I I W I 2N BAN C-R TILE MAFXV cm w 10 ipmam 5--r I I W r2OO BEDRM 3 4wru GNWAW 11 amomm 206 BATH OR TLE UA OW SMOMM/ CER.RLE 12 QAD MM FRNO00 x f-r I I 31r PAW I 207 LAIMDRY 03t YU jamom WOOD 13 UA)VOOD FED wfm am mm Roma 11-4c x r-r w *ME'101"AT TLE RVILL BE CDANr,WZM BOARD. 15-11 c"m NUM FID0 r-r x r-r I I 31r FM m cm m ma r-r x s--r x i 3/ir I x WOOD imam woo= OMWE 21 11 MR 40011 r-C x f-r I I 31r I/r PLYNDOD ON I 22 1 PAID.WOO I- X 4 SFl=(ABOVE TfPE MFCIL/M= RA SME BUMS F1004) bmwr--— - - 23 1 MR NOM r-4-1 Ir-r I I Vr -A CM 1000 OWU CU)H2425 r-dvrl5'-47/r. ADL 914GLE GLAZW 24 CIED-9 Y-r x 41-f a cue am OMU N= ,," r-2 W X F-4 7/1' CLAZW *t2= 25 1 FINE.VOW r-r x fr-r I I WOOD Bonn am 1/7 28 4 FOR in r-r I r-r I I W PLYWOOD ON 2 X 4 17 1 FM Now --�-r x—r-rx I W mm WE NOW F.T.2 x I sm SNOS Rwq VEMB ME MIN 28 4 MAIL vom I-r-T x lr-r x I W COLUMN BABE AT FEW PL00W VA2 COLUMN INTERMEDIAlt—21A2 COLUMN-2W FL.AWVE RALING-3/A2 1/4"-l'-W 1/4--1'-U- 1/4' 4l'-f V-4 Iff 7-2 11r v_r 1.-0 yr 14'-5 t/r 1/f r-ur 2--9 1; 17-- —--111-6�lr .-r-r 11r.r T -----------(1� I I I I I I f I I ------------------ ---- 00 :r �A? ? ------------- 3 W)D JAM A4 --------------- Sul S70RAGE 01 M21 .01 I \) ---------- N=VENEER WE ANKRAND P.T.2 X 0 SRW AMENDMENTS: L------ ---------- NO. ITEM: DATE. r-r 1 L2-1 1/1 .e""N3 7 4 4 DRAWN Eff. DAM- IN= W& 8/4/- APPROVED fff-. T 131 1pi I WAL Sam PROJECr NUMSM: 9805 PRWECr NAME. NEW GARAGE APARTMENT FOR ------r--- MR AM MIRS. CD. TOWERS, JFL -------- ------------------ 12"BEACH AVENUE A? ATLANTIC BEACH.FLORIDA --4 p DPMNG nil N0- rdly -- 00 98M\TOWFL BM VOW-BABE ARMAID F.T.2 X 5 SRW SHEET TM.E. ----------- r-5 1/2' FLCM PLAW 2V-2 11r IV-7 11r 2r-2 0' FIRST FLOOR PLAN SHEET NUNSM SECOND FLOOR PLAN 1/4-- 1'--W A 2 GREATER OF 3C LI GREATER OF 0-30 L2 OR 0.30 OR 0.30 FACE OF 25L �i_R( L3/2+30 DAM. ARCHMM NM STUD WALLS 0 1 NE 11.U.N.0 =!I OAK 877OWT PT 2x8 W/jmox12 - CSIS WRAPPED UNDO PLATE NAILED FLORIDA 32204 T 0 S T UD 0 E.E.Wf�06-Z 'E' MCHOR BOLTS 0 32"D.C.&_T ALL STUDS TYR d a FROM CORNERS&ENDS OF 2; D' PLATES. PROVIDE PROPER SIZE 'C' ANCHOR BOLTS FOR HOLDDOWNS #5 CONT.W/#3 71ES 0 18'D.C. SPECIFIED.SEE PLAN AND ONG. sio HOLLOWCORE& SE�PLAN _ +V-V GROUTED —t,4) INTO EACH HC.iT. (TYP.) 4. ----------- STANDARD HOOK IT I 17( �E i 17'-C SEE IZ 1. J( a NOTE#2 41 A m SEE NOTE#2 2121 kk Strf "'A' ci �.Iv L riww 3:204 —CONT BEARING PAD CLFL x 2!.30 DIAN _2'CLR.TOP &SOB 0.125 L1 2"CLR. r _ZE LAYER 2'CLR. U.N.O. �!(WSEE 6N'0(TMEINf2) 0 125 L2 sp. SCHEDULED G#vm BEAM U.Nc 4- Typ.J3 TIE.rypE 1-��z 3P. FMMAImNG REINFORCING (ANY 9") MEMBERS -TYP. L PILE MY= L2 L3 LI CLEAR VAN CLEAR SPAN CLEAR SPAN PLAN SEE I/S2 TYPE 1 TIM 5 TOES - I J"CLRL TOP.3'CLP.BOTT. N SEE SCHEDULE TYR TYPE IA 114RU 5A TIES - 2j*CLR.TOP.4'CLA.am. 1.80 CUT-OFFS&LAPS SHOWN ARE TYPICAL U.N.C.IN SCHEDULE. 2.FOR ALL EMS.LAP THE TWO OUTSIDE BOTTOM BARS (25X OF BOTTOM R MIN.)AT SUPPORTS u-N-0-L TYPE Is TIES - ii"CLFL TOP SM WITH CLASS 9 TENSION LAP WILICE; AT END SPANS- USE STANDARD%—.AT BEAM TERMINATION, THIS CONDITION ALSO APPLICABLE AT INTERIM COLUMN DEAN TERMINATIONS. ; CLp_ 5nRRUPCnC;"WTE3TNAPPUES AT EACH END OF SCHEDULED BEAM.WHERE STOMP SPACING IS �_U.N.O. ALT. HOOK I,=., aRUPS U-OUT THE.OF THE TYPES ARE NOTO fEZIE DrCA CIO SPACING THR NO SCALE SEE SECTIONS. �I_LOCATION 4.WHERE MR HALF OF THE SCHEDULED BARS ARE TO BE PLACED AS SHOWN OVER THE SUPPORTING MEMBER AT EACH END OF THE SPAN IN WHICH THEY AM SCHEDULED. SECTION 1 2 3 4 5 5 PLACE ALL LAP SPUCED 94M SUE TO SW( )U.N.c. S4 BEAM TIE TYPES IS.*H'AND V BARS - i OF SCHEDULED REINFORCING SRAU BE PLACED ON EACH FACE OF BEAM EQUALLY SPACED BETWEEN TOP AND BOTTOM REINFORCING. TYPICAL CAST-IN PLACE BEAM BAR PLACING IDIAGRA FACE OF STUD - - - i BEAM SCHEDULE BEAM SIZE REINFORCING STIRRUPS MARK REMARKS 0 24'D.C. IN D A B C D _j_ F G H J K L TYPE SIZE-SPACING EACH END Pg-JENDING IS ACCEPTABLE. Cal 30 24 4#5 4JIS 3#5 1 3 102-.0 le'0.11 G82 30 24 1 405 1 3 om 30 24 1 3 'G* BARS 2 SPAN LENGTH �uo 0000 GB4 36 24 1 6#5 4#5 1 3 1/2-'E' BARS E.E., SEE G/SS C95 24 24 6#5 405 1 3 1/2''E' BARS LE. Gee 24 24 405 3J5 1 3 C87 30 1 24 4#5 1 3 cm 30 24 4f5 3js 1 3 GEIS 30 24 .3#5 its 1 3 GBIO 30 2D 4#5 3#5 1 3 I I Gel 1 24 4#5 1 3 6#5 1/2-'E'BARS E.E. "5 AMENDMENTS: N G912 6#5 4#5 1 3 112--E-BARS E.E. NO: ITEM: DATE* SEE I/SO FOR ADDITIONAL INFO NOT SHOWN G013 #2f5qj5ft3f5 21 SECTION 31 BEAM SCHEDULE & DETAIL I'-,V FACE OF V-4' FACE OF �=S_4 GRADE BEAM STUD WALLS DRAWN BY- DAM, P! 8/4/00 TT APPROVED fff. RVIG HOLLOWOORE TOPPING. SEE PLAN MTL A,S ALAI T HOLLOWCORE PIRCUECT 14LOAHOOR: TOPPING TOPPING,SEE w SLOPE 9805 7__— 17'--C- 1 PLAN TOPPING 1 MICK PAVERS PROJECT NAME 46- 1& 1 111 A ,/�_ , - I p NEW GARAGE APARTMENT FOR )DO000ou Lft AM MM TOWMS. JFL BREAXOUT TOP - I- \_E.J. MTL &SEALANT OF CONC.& - - ,, GROUIT A.B. SOLID INTO CORE. t249 BEACH AVENUE TYPICAL ATLANTIC BEACH.FLORIDA 14'-3* SCHEDULED 6b GRADE BEAN DRWNG FILE NO: SCHEDULED REINFORCING 99020\S4 GRADE DEAN iz�j REINFORCING rL GRADE BEAM &PILE SHEET TM.F- GRADE SE06M I le- hWA" A,PILE iF/56 FOR ADDITIONAL NOTE� INFO NOT SHOWN L SEE l/SG FOR ADDITIONAL NO SCALE INFO NOT SHOWN I SHEEr NUMBM- 141 SECTION I SECTION NO SCALE S4 15 161 S4 I I S4 I I WLLIAM LEU-THOLD, ARCHMICT NIL sm OAK JMMCDONVLLE.KAMA 8004 a"am-am CS16 W/1 1-10d LS NTO Snm FLOOR DECK, & WPM,6-10d INTO INIM WALL PROVIDE SCHEDULED HOLDDOWN CONNECTION (HD5A MIN.) SEE I/SS FOR SEE PLAN S14EATMNG THREADED ROD 0 EA CORNER, EA.WAY. ADDITIONAL INFO. SEE PLAN ftw i- FLOOR DECK.SEE PLAN 50 7 2223 ftk S6.1 SEE PLAN LSEE Aid. mm CONT 2.12 PLAN & BAND'JGIST- SEE PLAN CS16 W/11-10d SEE PLAN & NAILS M UPPER BRACING SCHEDULES I i AND LOWER STUD; 2B5 BEYOND� I AND 3-10d NAILS 2%12 JOIST.SEE PLAN 49 SCHEDULE SEE PLAN 2911. TO BAND JOISTS. F. SEE PLAN SPA.0 32'D.C. 202 BLOCKING (MAX) 2xG 0 IS'D.C. (MAX.) SECTION � 41 SECTION ra SECTION 2T SECTION 31 1��S6 SEE I/S8 FOR ADDITIONAL INFO. SEE I/SlI FOR SEE PLAN -SEE PLAN ADDITIONAL INFO. CUT TOP OF J0611 CUT TOP OF JOIST SEE PLAN FOR I'SLOPE FOR l'SLOPE I 2B3,SEE PLAN Ilk JOIST,SEE PLAN JOST,SEE PLAN JOIST.SEE PLAN JOIST. SEE PLAN� 2811,SEE PLAN BEAM. SEE PLAN 13EkM,SEE PLAN CS16 W/11-10d NAILS TO UPPER AND LOWER STUDS AND 3-1041 NAILS TO BAND JOISTS SPA.0 EA. STUD� AM04DMEM: NO: TTEM: DATE. mu 5 SECTION 61 SECTION SECTION F—S 6 lYP. WALL CRIPPLE STUDS SIZE DOUBLE TOP PLATE CONNECTORS SEE & NG TO PLAN &SECTIONS-,'MATCH TYP DRAWN BY: OATE. PI 8/4/00 APPROVED BY: RWG PROJECT NUMBEFI: 9805 �ZHEADER-SEE SCHEDULE TYP HEADER CONNECTOR 7 T PROJECT NAMIE. ON E EAL END AT HEADER NEW GAIRAGE APARTIMENT FOR VARIES W1 SLOPE �9SCHMULE STUDS.SEE .4 LENGTH Ln AM MM HEADER STUDS. SIZE WALL STUDS JOIST. TO MATCH-SEE SrZE TO MATCH ToWmw it SEE PLAN SCHEDULE FOR I TYP. SEE SCHEID. BLOCKING, NUMBER MAX. HEADER SPAN FOR NUMBER BEAM,SEE PLAN. AS REQUIRED CUT TOP TO SLOPE SCHEDULE OF HEADER REQUIREMENTS. U.N.O. U48 BEACH AVENUE �_COL V. wm� MIN. N � No. ATLANTIIC BEACH,FLOFIDA HEADER HEADER HEZER FULL LENGTH HEADER SPAN SIZE STUDS WALL STUDS CONNECTORS DRAMNG FILE W. 2-2 6 1 1 2 2�5915 99020\50 NOTE, 2�.M. 2 _kk SHEET TM.E. I' UNLESS OTHERWISE NOTED ALL LUMBER SHALL BE No.2 SOUTHERN PINE. 2. CONNECTORS SHALL BE STRAP TIES fff SIMPSON STRONG TIE COMPANY. INC. &DETALS TYE. HEAD—ERL-D—ET—AIL-5 SHEET NUMBER: 0 mu SMIE -- No w" WS6 SCHEDULE No mu SECTION S6 1 nj F_S64111 S6 S6 WLLM LIEUTHOLD SHEARIVALL SCHEDULE ARmleal Nm END STUDS SHEATHING ANCHORAGE 2M OAK REMARKS Swf REOUNRED FACES1 &W TOP BOTTOM JAMONVILLE.nMRDA 22904 !WI 2 2 4/12 2CSIS HDBA lwt TO 2.d SW2 5 2 4/12 5csis HDIS Ixt TO 2nd SW3 2 2 4/12 2CS16 HOSA lt TO 2nd SW4 3 1 4/12 3CS16 HDOA Ist TO 2nd SW5 2 1 4/12 2CS16 HD2A Ist TO 2nd 4 1 4/12 4CS16 KDIGA Ist TO 2nd 2123 04 sb�f Sm SIV7 4 2 4/12 4CS16 HOBA Ist TO 2nd SINE! 3 1 4/12 - 3CS16 2nd TO ROOF sW9 4 1 4/12 - 4CS16 2�d TO ROOF SHEARWALL SIZE INDICATED ON PLAN sirlo 5 1 4/12 - 5CS16 2.d TO ROOF 2x4 OW"G BEHIND PLYWOOD JOINTS (3'-0-MINIMUM) SPH16 W/ 10-10d AT 32-O.C. MAX.) bivil 2 1 4/12 - 2CS115 2.d TO ROOF IF OVER a'--W SEE REM SO HEDLLE---------- CSl&"1O--W EA.END,Ek%W :& 1. SEE PLANS FOR LOCATIONS OF SHEARlibmw SW AT AM INTERSECTING WALLS I SEE TYPICAL SHFARIIIALL DETAILS F13R ACOTIONAL ANCHORAGE REOUIREMENTS NOT INTERSECTING EXTENSOR STUD WALL CORNER; SCHEDULED. FASTEN SHEARVIALL WITH 2-16d NAILS -- ----- ----- ---- 2W, . 7�,Tn'r.r SPACED 24'APART HOIR17_AT Ir CLC. - --- ----- ----- ----- ---- EA I END SM RIMM SHALL BE THE MINIM NLWBER FURNISHED AT EA04 END OF VERTICALLY CONTINUOUS — AT EACH 9TUD SCHEDULED SHEMMALL SPHS W/12-10d AT M-0.11 (MAX.) 2-MEADER I m 4. 94EAlMNG SHALL BE 1513r APA EXTERIM SHEATHING APPIJED 70 ONE OR NTH FACES WITH I_lcSm"m OF THE WALL MUDS AS SCHEDUIM NAL PATTERN INDICATED S14ALL BE EDGEMELD 15/32*APA EOMOR SHEATHING, ONE OVER Top It AND NAILED L SPACING RESPECTIVELY. OR BOTH SIDES WHERE SHOWN ON TO SUPPORT 3 UDS IN PLAN AND IN SCHEDULE ON 2x5 STUDS * ANCHOEVa AT ENDS OF SHEAR111MIS SHALL BE AS SCHEWUED BUT NOT LESS THAN 94011114 AT 15-D.C.(MAX) SEE SCIHIMULE 6-10d KAILS EA END IN TYPICAL SHEARWALL DETAILS FOR MINIMUM NAILING REQUIREMENTS. OF STRAP. * ALL ANOMAGES SHAILL BE OBSERVED BY THE Q%Ngn RIEPRESENTATIVE AND THE BULDING OFFICIAL PRIOR M BEING COVERED WTH SPECIFIED SHEATHING. SPIKE ALL SCHEDULED BOLTS A307 EPDXY DOUBLE STIUDS(MIN.,SEE SCMEDULE) STUDS(2 MIN.)TOGETHER 7. HOLD DOWN THRU THREADED EMBEDMENT EACH END OF SHE06RWALL SEGMENT OPENING 0 6*O.C.TYPICAL STLOS ANCHOR DEPTH Oft) ROD z z M02A 2-5/8-0 5/g-0 2(MIN.)-CSIG W/ I-T =71 _r r- _T_ H05A 2-3/4-0 3/4-0 9. 11_10d NAILS EACH END AND AT 4'D.C.TO FLOOR M05A 2-7/8*0 7/8"0 FRAMING. SEE SCHEDULE. :; C51GR W/ 11-10d NAILS EACH HDIA 3-7/8*0 7/8-0 2(MIN.)- CSIGR END AT 32'OX_ (MAX.) -0 7/e-0 W1 11-10d HDIOA 4-7/a NAILS EACH END— HIT14A 4-lO 1*0 9. HD15 1 114'0 11 1/4- WOOD FLOOR TRUSSES OR JOISTS WOOD FLOOR NO SCALE 11-10d NAILS SHEARWALL SCHEDULE AT 32"D.C.(MAX) JOISTS OR TRUSSES SOLJO WOOD BLOCKING BETWEEN 0 TFILISSES OR JOISTS AT ENDS OF SHEARWALLS WOOD BLOCKING BETWEEN INTERSECTING EXTERIOR STUD WALL CORNER: A Z-. 7—RUSSES AT OPENIN AMENOMM& FASTEN SHEARWALL WITH 2-16d NAILS .... ..... JAMBS SPACED 21'APART Hm7-.AT a,mc. ---- -- NO: ITEM: CIATE. VERTICALLY 2.4 BLOCKING BEHIND PLYWOOD JOINTS IF OVER 8'-r HIGH 2! 2 SCHEDULED BEAM 1519;r ESE SHEATHING.ONE OR S1.97. SHOWN ON PLAN AND IN SCHEDULE ON 226 snm AT 16-D.C.(MAX.) SEE SCHEDULE FOR MINIMUM NAILING RIMUIREMENTS. 1. EXTERIOR WALLS:BOTTOM PLATE To SLA13 -5/8',oxl2'HEADED A.S.AT 32"D.C.WITH 2ax2%l/8o WASHER; sTAFrr spAcm SPHIS W/ 12-10d AT 32-D.C. SCHEDULED DRAWN BY- DATIE. AT a-(MAX.�l FROM EACH CORNER. STUDS(2 MIN.)TOGETHER PI 8/4/00 SPWE ALL 0 6'D.C.TYPICAL APPROVED BY. 2. TYPICAL FIRST FLOOR STUDS TO BOTTOM PLATE- SPHO AT 32'O,C., 12-10d NAJLS. DOUBLE STAXIS(MIN. -SEE SCHEDULE) RwG CS16 WRAPPED UNDER PLATE W/6-10d NAILS Ek END MAY BE USED AS AN ALTERNATE (TYP.) EACH END OF SHEARWALL SEGMENT 3. TYPICAL D0U3LE TOP PLATE TO STUDS- I SPHS AT 32'O.C, HTn6 EACH END NTH ------------------------- PRICUMT NELEMBM' 4. TYPICAL SECOND FLOOR STUDS To FIRST FLOOR STUDS - I - SIMPSON CSIOR AT 32^D.C.,22-10d NAILS. SEE SHEARINALL SCHEDULE FOR 15-16d NAILS-STUDS T----n---- sam 5. TYPICAL TRU!;S TO TOP PLATES -SEE"TRUSS ANCHORAGE SCHEDULE." HOLDDOWNS REO'D. i-j*fts"Him KWIK SOLT 11 - SLAB fl. ONE STORY XAMS(UNLESS OTHERWISE NOTED):2- STUDS MINIMUM 13EARING EACH END. OR AS SCHEDULED PROIECT NAIIIE:- I CSISR WrH 20-10d NAILS EACH -BEAMS TO STUDS. 1-HTTIO AT BOTTOM OF STUDS WITH 16-16d NAILS J*OxlB'HEADED A.S.W/�!>2-.r2%1/4 IN SHEARWALL I SCHEDULE NEW QARAeE APARTMENT FOR 1-5/8"xil"HILTI KWIK SOLT N TO SLAB. WASHER AT 32*D.C.MAX. AT 12-(MAX.)FROM EACH CORNM AM MM 7. PROVIDE DOUBLE 2.TOP PLATES AT ALL EXTERIOR AND INTERIOR HEARING WALLS.NAL PLATES TOGETHER TYPICAL- MR WITH 10d NAILS AT 10'D.C.STAGGERED.LAP MINIMUM OF 48'WITH MINIMUM OF 12-lGd NAILS IN LAP. C.D. TOVVEM JR B. WALL SHEMING: NAIL ALL EXTERIOR PLYWOOD SHEATHING WITH 5d NAILS AT 4'D.C. EDGES AND 12"D.C. FIELD (U.N.O.). 9. ROOF SHEATHING: NAIL ALL PLYWOOD ROOF SHEATHING WITH 10d NAILS AT 4'D.C. ECCES AND 6'D.C. FIELD(U.N.O.). 1249 MACH AVENUE 10, TOE NAILS:TOE KA&ALL TR TO DOUBLE PLATE WITH 2-12d NAILS EACH SIDE IN ADDITION TO THE SPEanED 1! APPLICABLE AT NON-SHEARWALL LOCATIONS ATLANTIC BEACK FLORDA HARDWARE. DRAWNG FIE NO: 99020\0 SHEET TME:- SHEAMALL MAIL& 8CHEDULM&N0110 NO-_A- EXTERIOR SHEARWALL 2 STORY NO SCAIX Numam. CONNECTOR SCHEDULE TYPICAL EXTERIOR WALL OPENING 2 STORY NO SCALE so I so 3 INTERIOR SIMILAR sa 141 1 sa I