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1771 Beach Ave -Deck Addition 2009 1 x t o- r 1 t i TRAGER RESIDENCE Porch Dec k. A. ddition { 1771 Beach I Atlantic Beac a PERMIT DOCUMENTS ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach , FF 32250 FL NO. AA26001354 CONTRACTOR Elite Building Contractors, Inc. 559 Atlantic Boulevard, Suite 1 Atlantic Beach , FL 32233 FL NO. CBC1254650 i REVIEWED FOR CODEVIrrry CE)1VIPJ.�I_AN SEE PERMITS FOIL AD]JITION CH^- x RWWREMENTSANIS CONDITIONS. ABBREVIATIONS WHEN USED IN COMPOSITION MAY INCLUDE PERIODS FOR CLARIFICATION SHEET NUMBER BUILDING SECTION TARGETS PARTITION TARGETS SHT. SHEET TITLE ISSUE DATE REV III REV. DATE I NAULN A - 10 0 SECTION DESIGNATION Ag ANCHOR BOLT E EAST M METER T TREAD COMPACTED SOIL PLYWOOD - ACOUS ACOUSTICAL EA EACH MACH MACHINE T/ TOP OF I I ( �_ RESIDENCE G-000 COVER SHEET 10.21.2009 - ACT ACOUSTICAL CEILING TILE EL ELEVATION MAINT MAINTENANCE T&B TOP do BOTTOM 5 5 G-001 DRAWING INDEX / GENERAL NOTES NTA: SYMBOLS / SITE LOCATOR MAP 10.21.2009 - - AD AREA MAIN ELAS D A90MERIC MAS MASONRY T&G TONGUE do GROOVE SHEET NUMBER 4.33 ADH ADHESIVE ELEC ELECTRICAL MATL MATERIAL T.BD. TACK BOARD PORCH / DECK ADDITION ADJ ADJUSTABLE E D ELEVATOR MAX MAXIMUM TEL TELEPHONE AFF ABOVE FINISHED FLOOR EMER EMERGENCY M.BD. MARKER BOARD TEMP TEMPORARY \� \� UNDISTURBED SOIL PARTICLE BOARD DISCIPLINE LETTER DRAWING REVISION AGG AGGREGATE ENCL ENCLOSURE MCB METAL CORNER BEAD THK THICK \ \ A/C AIR CONDITIONING ENGR ENGINEER MECH MECHANICAL TLT TOILET ARCHITECTURAL ALUM ALUMINUM ENT ENTRANCE MEMB MEMBRANE ROOM NAMES AND NUMBERS ALT ALTERNATE EJ EXPANSION JOINT MEZZ MEZZANINE T TOPO RAP REVISION NUMBER - TOPO TOPOGRAPHY 5 IX-200 EXISTING GROUND. SECOND, AND THIRD FLOOR PLANS 10.21.2009 - ANOD ANODIZED EO ELECTRIC OUTLET MFR MANUFACTURER 5 T. STAT. THERMOSTAT OFFICE — ROOM NAME INCH ANCHOR E PNL ELECTRICAL PANEL MH �� N TELEVISION 4.33 IX-300 EXISTING EAST, NORTH, AND SOUTH ELEVATIONS 10.21.2009 - - t:uENT AN NUNC ANNUNCIATOR EQ EQUAL MIN MINIMUM .YP �I� OOO — ROOM NUMBER AP ACCESS PANEL EQUIP EQUIPMENT MISC MISCELLANEOUS ��p SAND GYPSUM WALLBOARDTRT4 APPROX APPROXIMATE EWC ELECTRIC WATER COOLER MM MILLIMETER OO SF — AREA SHEET NUMBER ARCH ARCHITECTURAL EXC EXCAVATION M.O. MASONRY OPENING TERR TERRAllO _ Mf. Not Mrs. Mitch Trager ASPH ASPHALT EXH EXHAUST MOV MOVABLE 00 OCUPANCY WALL SEC11ON TARGETS A-200 PROPOSED GROUND, SECOND, AND THIRD FLOOR PLANS 10.21.2009 - _ ASST ASSISTANT EXIST EXISTING MTD MOUNTED UC UNDER CABINET OO — FINISH SECTION DESIGNATION A-300 PROPOSED EAST, NORTH. AND SOUTH ELEVATIONS 10.21.2009 — 1771 Beach Avenue AUTO AUTOMATIC EXP EXPANSION MTG MOUNTING UCL UNDER CABINET LIGHT FENCING (WITH POSTS) A-400 PROPOSED PARTIAL BUILDING SECTIONS 10.21.2009 - - Atlantic Beach, FL 32233 EXPO EXPOSED MTL METAL UND(C UNEXCAVATED A-500 PROPOSED WALL NTN: RAILING SECTIONS 10.21.2009 - - EXT EXTERIOR MUL MULLION UNF UNFINISHED NORTH ARROW 4 B/ BOTTOM OF MDF MEDIUM DENSITY U.N.O. UNLESS NOTED OTHERWISE BITUMINOUS PAVING - — — — — - WATERPROOFING 4 4.33 A-600 PROPOSED SECOND AND THIRD FLOOR REFLECTED CEILING PLANS 10.21.2009 - - BB BASEBOARD F/ FACE OF FIBERBOARD UR URINAL A-700 RAILING ATTACHMENT, PENETRATION. AND MISC. DETAILS 10.21.2009 - - BD BOARD FA FIRE ALARM UTIL UTILITY 7 1 ARCHITECT BITUM BITUMINOUS � BUILDING �. FABRIC N NORTH VAC VACUUM SHEEP NUMBER FLOOR SINK F.C. FOOT CONTROL N.I.C. NOT IN CONTRACT ILK BLOCK FD FLOOR DRAIN NO NUMBER VB VINYL BASE F.S. VIA Concepts, LLC BUG KING FDN FOUNDATION NOM NOMINAL VVCT VINYL ENT VENTILATION COMPOSITION TILE a NORTH J J a 506 Third Street South BEAM FE FIRE EXTINGUISHER N.T.S. NOT TO SCALE CONCRETE RIGID INSULATION Jacksonville Beach FL 32250 • BENCH MARK FEC FIRE EXTINGUISHER CABINET VERT ��- 44, � DETAIL SECTION TARGETS ' BOT BOTTOM FFL FINISHED FLOOR LEVEL OA OVERALL_ VEST VESTIBULEGRAPHIC SCALE FLOOR DRAIN STRUCTURAL EIR BRICK BRG �I RIC FIRE HOSE CABINET OC ON CENTER V.I.F. VERIFY IN FIELD 0 8' 4' 2' SECTION DESIGNATION S-100 STRUCTURAL GENERAL NOTES 10.21.2009 - _ Fl- No. AA28001354 BSMT BASEMENT FM/C FIRE HOSE VALVE CABINET O.D. OUTSIDE DIAMETER VOVOLUME F.D. _ B.T.B. K E BACK FHMS FLAT HEAD MACHINE SCREW OFD OVERFLOW DRAIN VT VINYL TILE 4 0 S-200 GROUND. s1RUCTURAL B B. BAC FHR FIRE HOSE RACK OFF OSE VWC VINYL WALL COVERING 4 6.33 SECOND, THIRD. do ROOF PLANS 10.21.2009 - B.U.R. BUILT-UP ROOFING FIN FINISH OH OVERHEAD o o OVERFLOW DRAIN AND ROOF DRAIN S-300 SECTIONS AND DETAILS 10.21.2009 - - FIXT FIXTURE OPNG OPENING W WEST Q o . Inc. CAB CABINET FL FLOOR OPP OPS W/ WITH P ;P TERRAZZO BATT INSULATION SHEET NUMBERQI G.M.G� 03 Hill Drive CB CATCH BASIN CPP. H. OPPOSITE HAND W/0 WITHOUT SCALE: 1/4 1 -0 C.BD. CHALK BOARD FLUOR FLUORESCENT WB wood BASE PARTIAL PLAN AND DETAIL TARGETS OVERFLOW DRAIN Pante Vedra Beach, FL 32082 CEM CEMENT FPRF FIREPROOF WC WATER CLOSET CEMPLAS CEMENT PLASTER FRTW FIRE RETARDANT PA PUBLIC ADDRESS WD WOOD COLUMN SYMBOLS & PLAN OR DETAIL ROOF DRAIN FL P.E. No. 52225 CG CORNER GUARD TREATED WOOD PAY PAVING WF WIDE FLANGE DESIGNATION CIRC CIRCULATION FT FOOT (FEET) PC PRE-CAST W.H. WATER HEATERn CENTER LINES CertRBcate of Authorization Na 2stB1 CK CORK F.T.F. FACE TO FACE PF PANEL FABRIC WI WROUGHTIRON SHOWER HEAD CK. BD. CORK BOARD FTG FOOTING PL PLATE WIN WINDOW ,\ CUT STONE CARPETING CL CENTER LINE F.T.R. FIN TUBE RADIATION P. LAM. PLASTIC LAMINATE WIRE MESH CONTRACTOR PLAS PLASTER WORK POINT 4 4 CLR CLEAR FURN FURNISH WP CLG CEILING FUR FURRING PLMB PLUMBING WPFG WATERPROOFING —Z1 —Z1 CLO CLOSET FUT FUTURE PLYWD PLYWOOD WSCT WAINSCOT — _ _ A Elite Building Contractors, Inc. cm CENTIMETER Pr PAINT WT WEIGHT ;'—' �� ;"— � FIRE HOSE CABINET 599 Atlantic Boulevard, Suite 1 CMT CERAMIC TILE PNL PANE WELDED WIRE FABRIC o o I I RECESSED AND SURFACE MOUNTED) CMTS CERAMIC ILE BASE GAUGE PTL POLISHED Q ' CONCRETE RESILIENT FLOORING Atlantic Ce�2h54650 32233 CMU CONCRETE MASONRY UNIT GEN GENERAL GALVANIZED YD YARD - ° ° MASONRY UNIT HEXAGON LABELS REPRESENTI POS POINT OF SALE CO CLEANOUT GM GLASS FIBER PR PAIR EXISTING COLUMNS COL COLUMN Fp�Ep CONCRETE P J PROPERTY EZN. ZINC. SHEET NUMBER FIRE EXTINGUISHER CABINET CONC CONCRETE (;FRG GLASS FIBER 1-A STARTS AT UPPER I EXTERIOR ELEVATION TARGETS CONE CONFERENCE GLASS REINFORCED GYPSUM PSF POUNDS PER SQUARE FOOT RIGHT CORNER RECESSED AND SURFACE MOUNTED ELECTRICAL CONN CONNECTION PSI POUNDS PER SQUARE INCH ELEVATION GLASS PTD PAINTED LETTERS = HORIZONTAL DESIGNATION CONST CONSTRUCTION GND GROUND PTN PARTITION SYMBOLSNUMBERS CONT CONTINUOUS GPLAS GYPSUM PLASTER STRUCTURAL CLAY PLASTIC LAMINATE - VERTICAL CONTR CONTRACTOR P.T.S. PNEUMATIC 1116E STATION TILE UNIT MASONRY �p COORDINATE GR GRADE & AND 4 4 WALL-MOUNTED FIRE EXTINGUISHER CORR CORRIDOR GT GREASE TRAP —43 GIME GYPSUM BOARD QT QUARRY TILE N< ANGLE � CPT CARPET QTY QUANTIiY 0 AT Ci CONTROL JOINT x BY (L�) SHEET NUMBER ROOF TOP UNIT CTR CENTER HB HOSE BBB R RISER CTSK COUNTERSUNK -C CENTER LINE REFER TO MECHANICAL. FOR TYPE CCN CLOSED CIRCUIT TELEVISION HOLLOW CORE RECEP RECEPTION CU CUBIC � h�DDW� RELINE REINFORCING [ CHANNEL STEEL _ LEAD-LINED — - - REIN RIGHT-OF-WAY DEGREE �..', GYPSUM WALLBOARD CONSULTANT CUST CusroOWN HM HOLLOW METAL RAD RADIUS A INTERIOR ELEVATION TARGETS RTU-1 CW COLD WATER H.O. HOLD OPEN RB RUBBER BASE DIAMETER I ~d DOUBLE SI TE LOCATOR HORIZ HORIZONTAL �p REFLECTED CEILING PLAN CIRCULAR LABELS 4 . D.8D. DISPLAY BOARD HP HIGH POINT RD ROOF DRAIN # NUMBER REPRESENT NEW COLUMNS I ELEVATION DOL DOUBLE HR HOUR RH RIGHT HAND "P PLATE DESIGNATION DEG DEQ HT HEIGHT REC RECESS® t PLUS OR MINUS ALUMINUM GLAZING 1-A STARTS AT UPPER I 3 A-501 1 �, { ' DEPT DEPARTMENT HVAC HEATING, DEMO DEMOLISH HTG HEATING REF REFERENCE RIGHT CORNER F/////// SHEET NUMBER $� VENTILATING, REFRIGERATOR � SQUARE FEET 2 DIA DIAMOF ETER FOUNTAIN AIR HW HOT WATER ENG REEQD REINFORCED REQUIRED NUMBERS LETTERS HORIZONTAL NUMBERS = VERiICAL DIAG DIAGONAL HYD HYDRANT DIFF DIFFUSER RESIT RESILIENT ��'' � , �'` DIM DIMENSION I.D. INSIDE DIAMETER ROOFINGREV REVISION DOOR NUMBERS DISP DISPENSER k l} ROOM ORNAMENTAL METAL ACOUSTICAL CEILING ' `mWA DN DIVISION IN INCH(ES) RA. ROUGH OPENING BOARD a fk�� INCAND INCANDESCENT D.J. DEFLECTION JOINT L INCL INCLUDE(D) VERTICAL ELEVATION D.O. DOOR OPENING DOWN INSUL INSULATION s D.P. DAMPPROOFlNG INT INTERIOR S LEVEL 1 r ^� IR D0� INTERN INTERMEDIATE SAN SANITARY DS DOWNSPOUT INV. EL INVERT ELEVATION Sc SOLID CORE f f DTL DETAIL SCHED SCHEDULE CONTINUOUS WOOD SEALANT AND EL 0—0 D.W. DISTILLED WATER JAN JANITOR ><I FRAMING BACKER ROD SPOT ELEVATION SECT SECTION SD SOAP DISPENSER DWG DRAJC JANITORS CLOSET z , DWT DUMBWAITERSECUR SECURITY � �� EQUIPMENT DESIGNATION SF SQUARE FOOT (FEET) t LEVEL 2 SGT STRUCTURAL GLAZED TILE KD KNOCK DOWN SH SHELVES (SHELF) 46450A z 4 V SHR SHOWER KO KNOCK OUT ? SHF. SHEEP 4 �, Aa� h KIT KITCHEN WO SPRAY-ON ��ek SIM. SIMILAR OD BLOCKING „ KN SPACE FIREPROOFING3 ,. � r �, s , �,� K.S. EE SK SINK a7mP xx v k x '3 a s f f SP STANDPPE EXISTING ELEVATION ` S 'u piws, � .-•9""'m"`� 3t`ap"`„S5+''',.qi 7. ",.N °`.tE+t? taay„� ,r;?s SPEC SPECIFICATION LEVEL 1 n LL LABORATORYTOILET ACCESSORY SYMBOL SPKR SPEAKER LAO LACQUER SQ SQUARE10'-0 g LAM LAMINATE(D) S.SK SERVICE SINK _ EL UN LAUNDRY S.ST. STAINLESS STEIl LA LAV LAVATORY ST STAIN FINISH WOODWORK MATCH LINE LB(S) POUND(S) STA STATION MATCH LINE STO STONE LF LINEAR FOOT STC SOUND TRANSMISSION CLASS WINDOW TYPE SYMBOLS LH LEFT HAND SEE SHEET A2.10 STD STANDARD LP R LOW POINT STL STEEL_ _ �— SHEET NUMBER ON WINDOW TYPE NO. REVISION/ISSUE DATE LT LIGHT STOR STORAGE WHICH CONTIUNATION Wl LT. WT. UGHWEIGHT STRUCT STRUCTURAL. IS FOUND SUSP SUSPENDED SV SHEET VINYL EXTERIOR WINDOW TYPE SSD SWITCHBOARD PROPERTY LINE SYM SYMMETRICAL S/C SPEAKER/CLOCK PANEL __ __ __ FRAME TYPE GLASS TYPE INDEX INTERIOR wl"°°w TYPE GENERAL NOTES/ GENERAL NOTES ABBREVIATIONS N iMIRE= NIS & CODE DATA ALL CONSTRUCTION SHALL HE IN ACCORDANCE VM THE REQUIREMEWIS OF THE 4 DO NOT SCALE THE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO 4. WHEN � PARTITIONS APPEAR IN CONJUNCTION WITH DOOR 1. ALL BASE BUILDING INTERIOR PARTITIONS SHALL WITHSTAND MINIMUM INWARD 9. ALL MECIMCAL AND ELECTRICAL EQAIPMEJNT. LOUVERS, EXPOSED PIPING. APPLICABLE CODES. ENGINEERING SHALL CONFORM WITH ALL APPLICABLE MUNICIPAL. SCALE. THE CONTRACTOR SHALL VERIFY ALL CDNDITDNIS AND DIMENSIONS AT THE OPENINGS, THE DOOR WIDTH AND DOOR FRAME DETAILS DETERMINE TLA:LOCATION AND OUTWARD ACTING PRESSURES OF 5 PSF, 10 PSF AT SECOND FLOOR HALL WALL. CONDUITS, ETC. SHALL BE FINISHED WITH INDUSTRIAL ENAMEL PAINT AND COLOR STATE AND FEDERAL REGULATIONS HAVING JU RISDICiION INCLUDING ACCESSIBILITY JOB SiTE PRIOR TO THE START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, OF ADJACENT WALLS AND FRAMES. CODED Mb/OR AS DIRECTED STANDARDS AND ADA REQUIREMENTS. THE ARCHITECT SHALL. BE NOTIFIED FOR CLARIFICATION BEFORE COMMENCING THE WORK. EXPLICIT DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE 5. REFER TO 1/4' (1�0) SCALE PLANS FOR DIMENSIONS OF MAJOR STAINS, 2 ALL DISSIMILAR METALS SAL BE EFFECINUY ISOLATED FROM EACH OTHER 10. ALL RECESSED CABINETS. PANELS. BOXES LOCATED IN FIRE- RATED WALLS L GEII�RAL N07ES TOILETS AND ELEVATOR SHAFTS UNLESS OTIE'RAWSE SHOWN. TO AVOID MOLECULAR BREAKDOWN. SHALL BE INSTALLED TO MAINTAIN THE FIRE-RATED CONSTRUCTION. 5 DETAILS NOT SHOWN ARE SIMILAR IN DINKIER TO THOSE SHOWN. WHERE 1 SUBCONiRACIORS FOR EACH TRADE ARE ADVISED THAT INFORIMI►110N SPECIFIC . DETAILS OR DESIGN INIIENT CANNOT BE DETERMINED. CONSULT 8 ALL DRONE SHALL L BE VERIFIED AND COORDINATED WITH ALL OF THE 3 PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS 1,. ALL ARCw1EC1URN.MIDODWORK/PAEIING SHN.L BE TREATED WITH PERTINENT TO THEIR WORK MAY CH RR IN OTHER ADVISED PORTIONS I THE CONTRACT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. WORK OF ALL TRADES. REQUIRED FOR MECHANICAL.EQUIPMENT ALL ACCESS PANELS SHALL BE CONCEALED MATERIALS COMPLYING WITH APPLICABLE FLAME SPREAD AND SMOKE DEVELOPMENT AND LOCATKIIS SHALL L BE REVEYHED WITH THE ARCHITECT PRIOR TO PROCEEDING. RATING REQUIREMENTS.ALL WOOD USED IN BACKING AND BLOCKING SHIALL HE FIRE DOCUMENTS. REFER TO CML. SiRUCTURAL, MECHRANICAL, ELECTRICAL AND PLIABNNG DRAWINGS FOR ADDITIONAL GENERAL NOTES.ABBREVIATIONS AND SYMBOLS.ALL �. - - � RETARDANT TREATED. NOTES ARE TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. 6. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE, UNLESS OTHERWISE 4• WHERE DANCES DOST ORE PRN THE DRAWINGS OF THE VARIOUS TRADES, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH WORK. 12. EEI�cY LGFTING SIiALL IE FRONDED so As To GIVE A VANE OF PERMIT A M01ES APPEAR ON VARIOUS SHEERS FOR Dff RENT SYSTEMS AND MATERIALS. NOTED. 1. ALL WAILS BETWEEN MECHANICAL OR ELECTRICAL SPACES AND TENANT ONE FOOT CANDLE, MINIMUM.AT FLOOR LDR IN ALL DOT CORRIDORS AND STAIR SHEETS ARE M BE RENEWED AND NOTES ON MY ONE SHEET ARE TO BE APPLIED SPACES SHALL BE ACOUSTICALLY ISOLATED FROM THE TENANT SPACES AND SHALL 5. COORDINATE PLACEMEN OF ALL CEILING ELEMENTS WiTH MECHANICAL, SHAFTS DOCUMENTS ON RELATED DRAWINGS AND DETAILS. 7. ANY DETAILS.SYSTEMS. MATERIALS. (LE. ARCHITECTURAL STRUCTURAL, MAINTAIN A MINIMUM STC RATING OF 52. ELECiRIGV_AND INSTALLER. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND 2 THE STRUCTURAL. MECHHANIGU. ElECTRICIIL AND PLUMBING DRAWINGS ARE MECFNANICAL. ETC.) WHICH ARE PROPOSED TO BE CHANGED MUST FIRST BE INSTALLATION, REVIEW WITH ARKIIiECT PRIOR TO PROCMDING. 13. ALL HORIZONTAL SURFACES TO SLOPE AWAY FROM BUILDING 1/4'PER. FT. 2 EQUAL IMPORTANCE R WITH THE CALARCEECNRC DRAWINGS W DEFINING THE REVIEWED BY THE OWNER,ARCHITECT AND GENERAL CONTRACTOR �TO THE 2. PROVIDE A 4'(MIN.) CONCRETE SLAB AT EXTERIOR MECHANICAVELECTRICAL MIN, OF THE CONTRACT DOCUMENTS T CRA BE THE RESPONfSIBIJtY THE THE PREPARATION OF SHOP DRAWINGS AREAS UNLESS NOTED OTHERWISE & THE CONTRACTOR SHALL FURNISH AND INSTALL ALL STIFFENERS, BRACING, WORK TO CHECK WPM THE TS. IITEC ALL DRAWINGS ONSI E THE BACKING PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE PROPER It BUILDING MAINTENANCE IN ACCORDANCE WITH AIT.APPLICABLE CODES. CONTRACTOR OF STRUCTURAL. IECHR CHIT AND ELECTRICAL WORK. SHOULD THERE 3. GENERAL CONTRACiOR TO COORDINATE ALL MECHANICAL AND aECTRI AL INSTALLATION OF ALL CASEWORK.TOILET ROOM ADORES AND TOM PARITIONS, BE A DISCREPANCY RIVIERA THE DRAWINGS AND THE ENGINEERING FLOOR. R0�AND WNY L SLfffVES AIND ALL MEgiANICIL SHHAFTS HATH MECFHANICM. AS WELL AS AIL MNILL-MOUNTED OR SUWENDE) MECHANICAL, ELECTRICAL.A D/OR 15. CONTRACTOR SHILL BE RESPONSIBLE FDR PROTECTING EOSIING FURNITURE 00090730 PLO SHOWN 1',1 21/2009 DRAWINGS THAT WOULD CAUSE AN AWKWAIRD OR IMPROPER INSTALLATI N. R SHALL PLUMBING. FIRE PROTECTION, EECTW-44 STRUCTURAL AND ARC 11TECiURN. MMISCELANEOUS EQUIPMENT WHETHER SHHOWN OR NOTED. INCL DING OFOI ITEIM AND HIES A S OVER THE DURATION OF TIE PROJECT PROPER CARE of EXISTING PROJ. NO. DWN BY SALEAT6 j BE BROUGHT TO THE ARCHITECTS ATTENTION FOR CLARIFICATION PRIOR TO 1. PARTITIONS ARE DIMENSIONED TO THE EDGE OF THE WALL FRAMING UNLESS DRAWINGS. FIISHI.S AND FURNITURE SHALL BE E» ORATING DEMOLITION AND CONSTRUCTION INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE NOTED OTHERWISE. 7. WHETHER KIN NOT EXPLMY INDICATED,AIL.GLAZING SHALL HE SAFETY OF THE PROJECT 4. REFER TO CERTIFIED MECWWICAL AND ElEGIRKAL CONTRACTOR S DRAWINGS GLAZED WHEN WITHIN 18' 45OMM OF THE FLOOR OR WITHIN S-V 90OMM � ARCHITECTURAL DRAwINGs SHALL BE CORRECTED BY THE CONTRACTOR AT HIS ( ) ( ) EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR A1011TECT. 2 ALL DIENISIONS SWILL BE VERIFIED IN THE FIELD BEFORE PROCEEDING WITH AND MANUFACTURER S TEMPLATE DRAWINGS FOR ALL MECWWICAL,AND ELECTRICAL HORIZONTAL DISTANCE FROM ANY DOOR.A CERTIFICATE MUST ACCOMPANY ALL THE WORK. THE ARCHITECT SHALL BE NOTIFIED OF ANY CORRECTION. EQUIPMENT SUPPORTS, BOLT SETTING TEMPLATES, ISOLATIONS, SPRING ISOLATION. GLAZING PRODUCTS STATING THAT THE PRODUCTS CONFORM WITH APPLICABLE G- 001 O 0 3 THE CONTWOR SHALL BE RESPOND FOR THE ACCURATE PLACEMENT ETC., NOT SHOWN ON THE DRAWINGS. CONSUMER ER PRODUCT SAFETY STANDARDS p OF WAITS IN THE SPACE 3. DOOR OPENINGS ARE GENERAUY DIMENSIONED TO CENTERLINE OF OPENING. DOOR OPENINGS THAT ARE NOT DINENSIONNIY LOCATED ARE TO BE CENTERED 5. FIRE DAMPERS SHALL BE PROVIDED AS SHOWN AMID WHEREVER AIR DUCTS 8. ALL EXTERIOR HANDRAILS AND EXTERIOR ERPOSED METAL SHALL BE BETWEEN WALLS OR POSITIONED WITH ONE JAMB AGAINST AN ADJACENT WALL OR PEN EW1E FIRE-RATED WALLS OR CEILINGS. FIRE DAMPERS SFRALL HE FIRE GALVANIZED AND PAINTED UNLESS NOTED OTHERWISE. COLUMN AS SHOWN ON THE PLANS TWD/OR DETERMINED FOR THE DETAILS. DEPARTMENT LISTED AND APPROVED. f �' e 1 RESIDENCE PORCH / DECK ADDITION EXISTING WOOD DECK CLIENT E201 Mr. & Mrs. Mitch Trager 1771 Beach Avenue — — Atlantic Beach, FL 32233 EXISTING WOOD BALCONY E301 I ARCHITECT VIA Concepts, LLC ' ' ( OJackson Ile Beahird tSouth FL 32250 tl I I FL No. AA26001354 t t I 1 1 � t STRUCTURAL EXISTING ' ' EXISTING LIVING I MASTER SUITE & DINING ADDITION G.M. Hill Engineering, Inc. E300 E20-0 I 303 Clearwater Drive Ponte Vedra Beach, FL 32082 I I I I FL RE No. 52225 Certificate of Authorization No. 26181 I 1 1 I I ( I 1 � I CONTRACTOR I I t I DbWN I I ; ; ----- --- Elite Building Contractors, Inc. I 599 Atlantic Boulevard, Suite 1 Atlantic Beach, FL 32233 cec1254650 ----- --- I I 11 ----- --- I 1 I t t ELECTRICAL 77 I ' 1 1 1 I I � I I 1 1 I I I I I t ' I I CONSULTANT Z 3 EXISTING PARTIAL THIRD FLOOR PLAN z 2 EXISTING PARTIAL SECOND FLOOR PLAN X-200 SCALE: 1/4"=1'-0" X-200 SCALE: 1/4"=1'-0" y `RC y L a n x t t a+Y,at EXISTING SCREENED PORCHr W , et {es x NO. REvASION/ISSUE DATE EXISTING EXISTING MASTER GROUND , BEDROOM EXTENSION SECOND , A N D E100 THIRD FLOOR PLANS ----------- ----------------- L I PERMIT --__ -__ DOCUMENTS ---------- MM730 PLO SHOWN 10/21/2 PROJ. NO. DWN BY CALF D s , EX- 200 1 EXISTING PARTIAL GROUND FLOOR PLAN —200 SCALE: 1/4"=1'-0" �/ �� _ !-!i�l._l ��t-_ 1_��, �i �I�T � I'j�i � I _.��L_ '!-r ISL{ 1.. �1' 'TI� ly� ,-il,-�i RESIDENCE 1- � _ t _ 1! 4.._Iil�L 11 IrlI,I�TL ;X11 L I I. - ��.1� L�I�i�� _��u�' �l f I i_L� -r- �I_ r ��h � i��I Ti Tom_ � _ i r � I � _l. -T i_?_ L� 1 ,_ #17 -11' 1' PORCH DECK ADDITION CLIENT Mr. & Mrs. Mitch Trager 1771 Beach Avenue Wff - - - - = - - - = _ - - - =- - - - - - - - - - - - -- - FLOOR H Atlantic Beach, FL 32233 - - - - - - - - - - - - - - - - - - ELEV: 23'-1 1/4" (FIELD VERIFY) ARCHITECT t VIA Concepts, LLC , ,__L._1 506 Third Street South Jacksonville Beach, FL 32250 - _ �= FL No. AA26001354 �k�i �! — i - - - — �- 7- -- �- -1 -j -- - �.� _ T---- STRUCTURAL 4 G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, FL 32082 FL P.E. No. 52228 Certificate of Autharizattan No. 25181 SECOND FLOOR F�Ftr - - - - -- - - - - - - - - 9'-r (FIELD VERIFY) CONTRACTOR m7 I Elite Binding Contractors, Inc. 599 Atlantic Boulevard, Suite 1 Atlantic Beach, FL 32233 CBC125"50 E BECTRICAL 11 El 1 FHI I i ; 1 _—I I I=I I I_H I I I, -I I =i �_i�, I__=1 i --_ � � I--i � __-! 1 I=�=1 ! I=iii. -=1 I�==1 L!=1 l 1=! i!_;I ! I --1 I i=i I i =III �{ — i -III--I --! i_. —� I i -,�,1 I�—i i �_I 1 _ _ I-- GROUND FLOOR HEIGHT - - - - - - - - - _ _ _ I - 1+�-= _� , _ tt--,t�==iii Irk-==1tt- I. =—I 1 — - --� - - - - - - �_ i , _ I !� - — { ,-- -- -- _ _ _ I _ _ -- - - - _ -ill _I - i , , , I 11 �-= ! 1= � — ' II --III _ I ] , , ! i !--� , I - I , L � , !--II ! { I- � (- � � �,-- � — -=1 !� � --- -- -_I �- - CONSULTANT L'm7 ---iii=_i � ►__ __' __' _- I-=_=1 I 1===i � �-_---:1 � :I-i- , ( �_—( iI � iI-=� ; I-==; � i=� ; 1====1lI-- I � I ---- i1=- ! ! � � , --I { --� ,---til-- ► ; ;_ 11=iI �==-4 � 1 -� II�- 2 EXISTING SOUTH ELEVATION , -30 SCALE: 1/4"=V-0" _ ! i -L -1 I L _ I , o In THIRD FLOOR HEIGHT _ -- - _ _ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ THIRD FLOOR HEIGHT - _ - - - - - - - - - - - - - - - ELEV: 23'-1 1/4" (FIELD VERIFY) ELEV. 23'-1 1/4" (FED VERIFY) NO. REVISION/ISSUE DATE I I - - I _L T I �- t � EASEXISTING , NORTH , AND I H SOU y _ _ - - _ _ _ - ELEVATIONS � SECOND FLOOR HEIGiI' SECOND FLOOR HEI(�tT - -- - - - - - - VERIFY)- -- - ELEV: 9'-7" (FIELD ELEV: 9'-r (FIELD VERS i1-== PERMIT � ,--,li� , Il.��=!! !'-'i-; III,=1 � 1_-_iil �li `-i-1 DOCUMENTS � _ = FED 1 — ! 1I—Iii-til�Ill—II iIl �i II I 1= I _� ► Ili il= ; ' 1 ! ! _, I , - I i��- IiI =11 Ii1=III - - - - - - - - - -- PLo 01 GROUND FLOOR HENT _ � � = r�� -- .,._ r,. , � - I - � ' ! I � I � - -._- { .�,-I --i- — 1= { 00090730 � �QM�!I' 1 �� - - - - - - - -_- - - - - - _ , ,— .�j— :�1==� i i - _ _ I � I - I--�l- 1�I=-1� —=irk—t�� I_-=fitl GROUND FLOOR HEIGHT - - - - -- --- - -' --- . ELEV OW --- - --- -- - - -- -- - I---I I _ _ L = - - - ! ! --' --- , -� �- - - -- -- - ! - ' --' � -I ! - � i � — ! �- �� ( � ! � , -'-{ i { . I I � � � I --� � ! -� . �--- fir _ _. �. ...T. -._ � —� I ____ .. -._ _.___- _— I- ( I � i I I I { .I -I i - I ,- I --_.I _-- i I- ._ ___ 0. DWN — -- --- -- - 1 I ! __ , I i _ _ i , 1--d . 0-0 __.., I I i _ ._ -----: __ : I------I I--- . , . ELEV ,____� I _! I ----� i ._ .._., _ . I I I I _ _.-. I --- ---- � � --__ �-__ I ! � I I . f I � I I � __ i I_-_� ---- ---- �--� � �----I I i-_ ! --- _ �__ .._._._. ------ •-'--- I. � i_ ! -i , I __ _ -- -- -- , --ii I �---�I . I_.__•: :.--- � ___ + -- i I I ; � i � I I ----� � _� , __._, . l..___ ,__., I ,____, 1 � -- � I : � { � � ! I , __- --- ---� � �----' --- �— ----�' �---- � --- � � � I ---- � _ _ � _--- �-- - 1 I -- -- _- ' i I i I I , ! I I . i I - - - III � --- _, -- -! ---1 ! I--� ! ,-- - ---- I -- -- , - - -- -- --- - -- -- - ! �_- ___� - • � , I : I I I I - '----- � '---� -- —� ---- �__ , . , i , ! , I � __, � ,---- ' — � -- _ __- � I � _' I I--- _.- --- I---� I I---I i � III ! � I --. _ - I . : ( I ) II , { 1 - - - -- - Iii III Ii1--II --- -- - i . I i , -- - - - --- - --- --- - -- ! I - - -- -- -- � ___ � I C � i i � I ! � � ---_ _ _ __ ____, _ : , - --� �--: � I , � , - ! � - _I i I—I ! �_---I � I— Iii - �- — -- - - — -- - -- -- -- I I - - —- -- -- __ - -- I �.. ! !-.._ _- i � , ._--I -- -- � -'---- I ( I � i -I i I-.- :-- _- �"-- --'� -- -- - -I I I I i. I :�I I I I I -I I , I _! I - - __ � __I _- , i I � I ,. , . ! I I i ---- � -- I I _ �_ ;_ - - -i , 1 I . ( . I I , I I - -_ ___: I- - --� � -- � I � , I ! -- I i - _ -__ I----. I- - _ � _ - -- -- - - -i I !- � r , � I ! -�i ► � i , 1- EX-300 ' _ - -- - - !_-I I I I I I. F : -- - ---I I -- - -- i I I I I I I i` i --- - � � - -- -- - I ! � -( ! � I L_ ---- � ---I -- I -- � - �-----I i -- ---- �- - I _ I- I .I.. I I �--- ---- � --- �---- I : - 1 EXISTING NORTH ELEVATION EXISTING EAST ELEVATION X- SCALE: 1/4"=1'-0" X-30 SCALE: 1/4"=1'-0" t I NEW WOOD A B C D A B C D NEW CABLE COLUMNS AND 1 3 4 NEW WOOD 1 3RAILING SYSTEM FRVING SEEA-700 COLUMNS AND THROUGHOUT TRAGER STRUCTURAL I , A-400 A-700 , , NEW WOOD FRAMING — , A-400 A-700 i FRAME DECK STRUCTURAL NEW MOOD CONSTRUCTION COLUMN AND RESIDENCE-- -- ------------ ----,---- ---- ------,— WITH NEW CABLE — — — — —�— _ — - - - — FRAMING — SEE NEW ROOF UNE i---------------- RAILING 2 STRUCTURAL. ABOVE — ♦ �, --------- --------- ------ - ------- - ------- --- --- -- -- - - --- -- --- ,, � a 700 PORCH DECK ADDITION , I , i , Ora 10♦ NEW WOOD NEW BUILT—UP i ♦ I , ",� I UNE OF NEW NEW WRAPPED ,�; 1 I COLUMN AND , ,, , , ;; " I DECK FRAMING WOOD FRAMING �� I I ! i FRAMING — SEE WOOD FRAMING ' " " I i i I ABOVE — SEE BELOW — SEE ' I I i i i STRUCTURAL ABOVE — SEEI I �,� STRUCTURAL STRUCTURAL I �!i� STRUCTURAL �� " " " " '� CUMT 01 r2 If 4 1 I— r2 A-400 Mr. & Mrs. Mitch Trager ' A-400 EXISTING " I ; ( ,'; UNE OF NEW— WOOD DECK 'I' " " ' I 1771 Beach Avenue 6 DECK ABOVE I " I E201 ; ; i Atlantic Beach, FL 32233 A-700 i+ I I 1 I ji SEE STRUCTURAL I '' --------7; i'• i'i , t=====___ ' I NEW WOOD NEW CABLE I ��--_----- " ' I , RAILING SYSTEM , ,, i i i ,, I COLUMN AND NEW WOOD ( ( j THROUGHOUT NEW WOOD , i i ili ili i i ,, I FRAMING — SEE COLUMN AND , I I ! , COLUMN AND � � STRUCTURAL ARCHITECT FRAMING — SEE FRAMING — SEE ♦ , , ,, I i STRUCTURAL I I ♦ STRUCTURAL ; , ii ♦ ii ii — I — _ ii — it — " I 1 I —� VIA Concepts, LLC • 2 � ; 2 506 Third Street South NEW WOE 1 i ' I I Jacksonville each, FL 32250 COLUMN AND i FL No. AA26001354 — FRAMING — SEE A-700 , I i IDWNG SPACES STRUCTURAL I , ' / I I do FINISHES TO A-700 / ' / ' REMAIN — IIQ STRUCTURAL G.M. Hill Engineering, Inc. / A-700 TYP. I 303 Clearwater Drive / I Ponte Vedro Beach, FL 32082 IFt P.E. No. 52225 Certificate of AuthortzoVon No. 26161 EXISTING SPACES & FINISHES TO REMAIN _ / i i i CONTRACTOR DOWN ' Elite Building Contractors, Inc. ----------- 1 599 Atlantic Boulevard, Suite 1 -----------; Exism Wood Atlantic Beach, FL 32233 STAIR TO REMAIN CBC1254650 / ' ----- -- I ELECTRICAL CONSULTANT 3 PROPOSED PARTIAL THIRD FLOOR PLAN 2 PROPOSED PARTIAL SECOND FLOOR PLAN z A-200 SCALE: 1/4"=l'—O" Z A-200 SCALE: 1/4"=1'-0" s 1 10 TYP. A-400 A-700 LINE OF EXISTING SECOND FLOOR DECKABOVE EXISTING PORCH / & FRAMING TO REMAINNQ S{ I x r4 u 9 k RIP r2 1 ( wx o A-400 f NEW 6x6 WOOD I NEW 6x6 MOOD �IUUc"M`1NURAL� COLUMN — � 1 1 �S T RUCTURAL — — — — — — — N0. REVISION/ISSUE DATE PROPOSED EXISTING SPIES GROUND , do FINISHES TO REMAIN — SECOND , AND THIRD FLOOR PLANS I EXISTING WOOD STAIR TO REMAIN PERMIT ---- ---- D 0 C U M EN TS UP 00090730 PLO AS SHOWN,/ 10/21/2 9 PROD. NO. DWN BY S LE' ' DAJ,9 A- 200 1 PROPOSED PARTIAL GROUND FLOOR PLAN A-200 SCALE: 1/4"=1'-0 A i I BUILT-UP 2x WOOS r T it L FRAMING 1_T` I 1 .� ti7,1 - � � tl �r �TI I BEAM�p�STRUCTURAL i RESIDENCE 1- L I ��-;fi _I I-I_i�T i-i�i- -f -.L..� � S RUCTURA..lr -�1..,-T_.-., -';` ___ �.�-r. _L.�.I_TT1 L �I1-t-_. _.I_L1:L_lI_ 1._i: I T tl i � i�� I r- L .1 ._Z ! L -- - _ I I --1 - --r r r- - -�'--- i j :] 1 I I 1 r _1 .� BEAM RI HF.I� ,. .. - r ri- ,:'-, -r---'r '1r`i - , - rr;-";�-11t r. -:� DLfYII WRING •-`1 ? , T 1 I T �_ ?i T`� , -'1-`' 7'-x-7;'1. f I i I..i._�-t- 1�-- Yj' ) �r.-.!*-s; -r`- �, - ,i ; r '.I-r r=t r=-i — — ' _ �_ -I I_ L r _1=,r -r �- :' ' l -T PORCH DECK ADDITION r _.LL 1 j i r - -�_IT FlEV: 32'-7 1/4" Tl .r T t L� I 1 M ..�..� I � I, T { s r- � !. i �- T ,-7 i -�- � , �_ , y ,- s 'i-r ' r 1 --�i I T f ( ' T 1 1. \� r r_. � II -r - ; I -T4-, WAI_II_BEAM HEGIT — — — — — 29'-7 3/4" (FIELD VERIFY CLIENT - -- - - - - -- - - - - - — TOP OF RAILING Mr. do Mrs. Mitch Trager — — — — r EID. 42 A.F.F. 1771 Beach Avenue 1 II 6x6 WOOD COLUMN Atlantic Beach, FL 32233 - SEE SiRUCTURAL THIRD FLOOR HEIGHT - - - - - -- - - - - - -- - - -- -- -- - - - - - - - - -- - - -- - � 23-1 1/4' (FIELD VERIFY) ,4RCF1ITECT TOP OF NEW DEC( VIA Concepts, LLC 1 ,1-�T r� MATCH TOP of D�nNc � 11 NEN COE AND WOOD 506 Third Street South - I RAILING SYSTEM — Jacksonville Beach, FL 32250 REFER TO DETAILS FOR FL No. AA26001354 - - �_I ;; {i Li; I i ATT _ _ ACtUIi�(T -I if I III - --� !,1__ � --1= _.. _L ' _ _I I - ` i 1 _._!_ _ i I NEW 6x6 WOOD COLUMN - SEE STRUCTURAL WV CABLE AND WOOD STRUCTURAL i REM SYSTEM — G.M. Hill Engineering, Inc. REFER TO DETAILS FOR ATTACHMENt 303 Clearwater Drive i 1 I TOP OF RANG Ponte Vedra Beach, FL 32082 ELEV: 42' A.F.F. FL P.E. No. 5=5 CartiIII a of Authorization No. 28181 CONTRACTOR _ SECOND FLOOR HEIGHT - - - — — — — — - _ — — - — ELEv 9'-7" (FIELD VEI Site Building Contractors, Inc. • 599 Atlantic Boulevard; Suite 1 DOM DECK d: WOOD Atlantic Beach, FL 32233 I . I 1 COLUMN SYSTEM TO ,.. cec1254850 REM I 1 1 ELECTRICAL DEW SCREEN PORCH -- I , - ; --- FRAM To REMAIN -f � ( _�� ) =��I_=� _IIS=-1iI-��1=► Ii=1I ; __ GROUNDFOORHEK IT' �. . N_ �1 ;=1 I =t it=s I _ 11t I qt=r It --- - —_ --' — — — — aFv o'-o• ° - 1-1 11===1 I !EI ! �-=111=I I-11 1=11 I_-111===1 I = -1 I iE=- i I-1 ;�= 1��=-I i !-1 1= ' 1111=1 r- 1 II r=r firfir= fir= firl rr=_t ==1- �t I cNLT,�r fir= r�_ ` - - t - ��- --� - L _ I �'-�!�- - PORCH / DECK ADDITION CLIENT Mr. & Mrs. Mitch Trager 1771 Beach Avenue Atlantic Beach, FL 32233 ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 FL No. AA26001354 1 STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, FL 32082 I FL P.E. No. 52225 Low Certiftcate of Authorization No. 26181 i c CONTRACTOR Elite Building Contractors, Inc. 599 Atlantic Boulevard, Suite 1 Atlantic Beach, FL 32233 I CM254M ELECTRICAL I CONSULTANT 2 A-500 1 2 2 A-400 1 NEW ASPHALT SHINGLE ROOFING NEW ASPHALT SYSTEM. SHINGLE ROOFING D FIELD C A-400 B A 9 SYSTEM. NEW 2' NOMINAL TONGUE & 12 A-700 GROOVE WOOD DECKING ON NEW 2' NOMINAL BUILT—UP 2x WOOD BEAM FRAMING TONGUE & GROOVE i N3 �I m m m M �� — SEE STRUCTURAL WOOD DECKING ON ' � � BUILT—UP 2x WOOD I NEW 2x WOOD BEAM FRAMING — BEAM FRAMING SEE STRUCTURAL SEE STRUCTURAL , BEAM BEARING HEIGHT BEAM BEARING HEIGHT —— — — — — — — — — — — — w . . — — — ® — — — A-500 ELEV: 32'-7 1/4 ELEV: 32'-7 1/4 (FIELD VERIFY) (� VERIFY) I Ar ' I In — I BEAM BEARING HEIGHT BEAM BEARING HEIGHT — — — , . , w - - — — -- , ELEV: 29'-7 3/4 ELEV 29'-7 3/4 NEW WOOD ; (FIELD VERIFY) (FIELD VERIFY) ; I qEW WOOD 302 I ' _ — � - - of RauNG of RAILING ' DECK _ _ _ _ _ _ __ _ —� — T ELEV: 42 A.F.F. ELEY. 42 A.F.F. — — — — — — — ( 302 1 D �' NEW 6x6 WOOD COLUMN NEW 2x WOOD JOIST & BEAM NEW CABLE & WOOD , , T T — SEE STRUCTURAL FRAMING — SEE STRUCTURAL RAILJNG SYSTEM . I NEW 2x WOOD JOIST & • THIRD FLOOR HEW THIRD FLOOR HEIGFIT BEAM FRAMING — SEE — —— — — —— — — ELEV: 23'-1 1/4' (FIELD VERIFY) ELEV: 23'-1 1/4' (FIELD V — STRUCTURAL � I TOP OF NEW DECK TOP OF NEW DECK NEW 6x6 WOOD COLUMN ELEV: MATCH TOP OF EXISTING BALCONY ELEV: MATCH TOP OF EXISTING BALC j: , I — S E STRUCTURAL E I NEW 1x WOOD SUN NEW 2x WOOD JOIST I . : ; N0. REVISION/ISSUE DATE SHADE SYSTEM & BEAM FRAMING SEE STRUCTURAL T NEW 2x WOOD HEADER - EXISTING I SEE STRUCTURAL NEW CABLE WOOD DECK I EXISTING ROOF PORTION WOOD NAC•ND i E201 i I TO REMAIN. ' I I I I SYSTEM — REFER TO DETAILS FOR ATTACHMENT. I PROPOSED I I ( _ XISTING , TOP OF RAILING TOP OF RAILING — — — — —— —r— — '_ Oo oE� PARTIAL — ELEV: 42' A.F.F. ELEV: 42' A.F.F. E201 I NEW CABLE AND WOOD RAILING , T _ — SYSTEM - REFER TO DETAILS BUILDING FOR ATTACHMENT. I 1 SECOND FLOOR HEIGHT SECOND FLOOR HEIGHT SECTIONS — — fi — ELEV: 9'-7' (FIELD VERIFIr� ELEV: 9'—T (FIELD VERIFY) — — I 4� AND DECK EXISTING JOIST AND EXISTING JOIST DECK FRAMING TO FRAMING TO REMAIN. REMAIN. EXISTING INTERIOR EXISTING SCREEN I 1 SPACES TO REMAIN — NO PORCH PORTION TO 1 � REMAIN. EXISTING SCREEN PORCH I PERMIT I I PORTION TO REMAIN — NO WORK DOCUMENTS _ I GROUND FLOOR HEM GROUND FLOOR HEGHT — — — — — — — _ = _ — I I-1 I(=1 I I-1 I 1=1 I I=1 I 1=1 I I-1 ° � PLO ns s"°wN �q zl�2°os I II 1I=I_I=III=III=III=I I hf it — — — — __ — �_--__—_ _ _ ____ __ _ _ _ _ _ _ = PROJ. N0. DwN BY SC LE , 'DATE _ _ _ _ _ — _ _ _ _ — _ _ — _ _ _ - - — — — — _ _ _ _ _ _ - fitHE1E t tHE itf=H fft-tH�t— I--f1t H�1_I-- tH H 1 N 1tf=Ht Hit Nim I-1 11_1 I I—I I I—I I I—I I I_I I I_I I I IIS-�Itf--f��lII=III=1II`�II=III II-111_111—III—III—III III _ tf- Ht tH -itf- Ht _ _ _ _ _ _ $ � � _ � _ _ _ _ _ _ _ _ _ -It f=Nt�-f H�1I�Ht t N _i— i-It -f ti = _ _ — _ _ _ _ _ _ — _ — — — — — — -+ — _ = Ll-1=ll — 11—!—LI = LI-11=1=11 11 _lJ-1 LI -� ll-1—lJ — LI 1= L1_1 = I I I_I I I—III—I I I_I I I_I I I_I I I_I _ — 1J=11 111— 11 11 - — 11_I I 1-1 I I_I f I=1 I I_I I III-1 I I-1 I I_I I I_I I I—I I I_�1 _ 1J 11 1_ L1 = _ _ _ _ _ _ _ _1 _ _ _�_1 1_ _ _l _ _ _ J_ _ _ _ L _ 1 1_ '4��T��4� L', L111� 4 ��- 4 _ _ —I f 4R1 1 4I I __ _ _ _ _ _ TIT _ =1 T 11 1111111LI—III—III II-111-III-111—III—III—III _ f _ _ _ _ — _ _ _lTf 11� TI1 _ _ _ _ _ _ - - I I I=1 11=1 11=1 11=1 11=1 11=1 = =__ =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1— _ _ _ - - _ _ - - - -- I I=1 11=1 11=1 11=1 11=1 11=1 11=1 I I III-1 11=1 11=1 11=1 11=III=1 11=1 I IIIII I—I I L__I I I III I I II III I III III _ _ _ _ _ — _I11-1 I I I—III—III^I — I — I—III—I I I-1 I I-1 I I—I I 1-11 I E I I — — — I I►—III I I►-1►I-►►I ►I I ►I► I►I III I I—►I I ►I► I►I ►I I I A- 400 e` J 2 PROPOSED CROSS SECTION THROUGH DECKS 1 PROPOSED LONGITUDINAL SECTION THROUGH DECKS 4"=1'-0' A-400 SCALE: 1/4'=1'-0' A-40p SCALE: 1/ I t NEW PLYWOOD SHEATHING ON 2" EXISTING ROOF. NOMINAL TONGUE & GROOVE WOOD NEW PLYWOOD SHEATHING ON RESIDENCE I DECKING ON BUILT-UP 2x WOOD 2" NOMINAL TONGUE & GROOVE BEAM FRAMING - SEE STRUCTURAL WOOD DECKING ON BUILT-UP WRAP BEAMS WITH ix FlNGERJOINTED 2x WOOD BEAM FRAMING - SEE PORCH / DECK ADDITION CEDAR TRIM. STRUCTURAL BEAM BEARING HEIGHT " METAL DRIP EDGE WITH — — — I — ELEV: 32'-7 1/4' Q 2x6 FASCIA BOARD (FIELD VERIFY) BEAM BEARING HEIGHT - - -- - - - - - - - - - - - - — ELEV: 29'-7 3/4' NEW BUILT-UP 2x WOOD BEAM (FIELD VERIFY) cuENT FRAMING - SEE STRUCTURAL WRAP BEAM WITH 1 x VERIFY DIMENSION WITH FINGERJOINIED CEDAR TRIM. EXSIIING OVERHANG BELOWg PAINT FINISH (TYP.) NEW BUILT-UP 2x WOOD Mr. & Mrs. Mitch Trager BEAM FRAMING - SEE 1771 Beach Avenue NEW 2x6 WAD FASCIA STRUCTURAL Atlantic Beach, FL 32233 BOARD BEYOND WRAP BEAMS WITH 1x FINGERJOINTED CEDAR TRIM. PAINT FINISH (TYP.) — — — 11-13" — BEAM BEARING HEIGHT I TRIED PRESS BEAM — ARCHITECT M. 29'-7 3/4' SEE STRUCTURAL (FIELD VERIFY) oL TOP OF RAILING VIA Concepts, LLC NEW 6x6 PRESSURE — — — — — — — — — — — — — — — — 506 Third Street South ELEV: 42 A.F.F. TREATED WOOD COLUMN - Jacksonville Beach FL 32250 SEE STRUCTURALFIL I PRESSURE TREATED 2x6 CAP RAIL ' NPRESSURE TREATED 1x4 NEW BUILT-UP 2x WOOD No AA2800t354 BEAM FRAMING - SEE BLOCKING UNDER CAP RAIL STRUCTURAL DRILL HOLES THROUGH 44 POSTS FOR STRUCTURAL • A CABLES TO RUN THROUGH IN INTERVALS AS SHOWN. ALL CABLE RAIL CONSTRUCTION PRESSURE TREATED 2x6 SHALL COMPLY WITH CURRENT FLORIDA G.M. Hill Engineering, Inc. CAP RAIL NEW WOOD BUILDING CODE 2007 REQUIREMENTS. 303 Clearwater Drive TOP OF RAILING DECK PRESSURE TREATED 20 Ponte Vedra Beach, FL 32082 — — — — — — ELEV: 42" A.F.F. 302 FOOT RAIL FL P.E. No. 52225 • I Certificate of Authorization No. 28181 NEW BUILT—UP 2x WOOD BEAM • PRESSURE TREATED 10 CONTINUOUS FRAMING — SEE STRUCTURAL BLOCKING UNDER CAP RAIL I DRILL HOLES THROUGH 4x4 POSTS = _ — — — — �— � — _ _ _ _ _ = — — THIRD FLOOR HEIGHT CONI F II FOR CABLES TO RUN THROUGH IN -- I ELEV: 23—1 1/4 (FIELD VERIFY) I NEW WOOD INTERVALS As SHOWN. ALL CABLE \ Elite Building Contractors, Inc. { TOP OF NEW DECK DECK RAIL CONSTRUCTION SHALL COMPLY __ 599 Atlantic Boulevard, Suite 1 302 WITH CURRENT FLORIDA BUILDING M- MATCH TOP OF EXISTING BALCONY Atlantic Beach, FL 32233 I CODE 2007 REQUIREMENTS. �� PRESSURE TREATED 44 WOOD cect254850 PRESSURE TREATED 20 POST BOLTED TO NEW 2x BUILT-UP FOOT RAIL I BEAM FRAMING. NEW BUILT-UP 2x WOOD BEAM ELECTRICAL FRAMING - SEE STRUCTURAL " THIRD FLOOR HEIGHT NEW 6x6 PRESSURE — — — — — — — — — — — — _ ELEV. 23'-1 1/4" (FIELD VERIFY) I TREATED WOOD COLUMN — _-- \ SEE STRUCTURAL TOP OF NEW DECK -- ELEV: MATCH TOP OF EXISTING BALCONY EXISTING LOW ROOF WITH • OVERHANG TO REMAIN PRESSURE TREATED 4x4 WOOD POST BOLTED TO NEW 2x BUILT-UP CONSULTANT 1" BEAM FRAMING. L .. FASTEN 1x4 SUN SHADE SYSTEM TO NEW 2x BUILT-UPNEW 6x6 PRESSURE BEAM AND TRIM WRAP TREATED WOOD COLUMN - SEE STRUCTURAL 1x4 CEDAR SUN SHADE SYSTEM. FASTEN 10 SLATS EXISTING STUCCO SYSTEM WITH (2) FASTENERS AT FINISH TO REMAIN. EACH END. NEW BUILT-UP 2x WOOD BEAM I SCREEN SUPPORT FRAMING - SEE STRUCTURAL PRESSURE TREATED 2x6 1x FlNGERJOINTED CEDAR BEAM - CAP RAIL WRAP TRIM. PAINT FINISH. I PRESSURE TREATED 10 TOP OF SCREEN SUPPORT BEAM BLOCKING UNDER CAP RAIL ELEV: 8'-6 1/2" TOP OF RAILING ` - - - - - - - ELEV: 42" A.F.F. DRILL HOLES THROUGH 40 • POSTS FOR CABLES TO RUN THROUGH IN INTERVALS AS I NEW 6x6 PRESSURE TREATED WOOD COLUMN SHOWN. ALL CABLE RAIL SEE STRUCTURAL WRAP COLUMN WITH EXISTING CONSTRUCTION SHALL 1x FlNGERJOINTEO CEDAR TRIM. PAINT FINISH EXISTING DECK COMPLY WITH CURRENT PRESSURE TREATED 2x6I A FLORIDA BUILDING CODE -CAI' RAIL E201 r-� 2007 REQUIREMENTS. • TOP OF RAILING 42' A.F.F. PRESSURE TREATED 2x4 • FOOT RAIL PRESSURE TREATED 1x4 CONTINUOUS BLOCKING UNDER CAP RAIL SECOND FLOOR HEIGHT • ,� DRILL HOLES THROUGH 40 %FELEV: 9'-7' (FIELD VERIFY) M —POSTS FOR CABLES TO RUN PRESSURE TREATED 4x4 WOOD NO. REVISION/ISSUE DATE WOOD DECK i� THROUGH IN INTERVALS AS FE-2-0-11 1% SHOWN. ALL CABLE RAIL POST BOLTED TO EXISTING 2x BEAM ' CONSTRUCTION SHALL COMPLY v'• FRAMING, • WITH CURRENT FLORIDA BUILDING 1 • CODE 2007 REQUIREMENTS. ' PRESSURE TREATED 2x4 • FOOT RAIL EXISTING JOIST AND DECK PROPOSED FRAMING TO REMAIN. — — — ;.� — — SECOND FLOOR HEIGHT EXISTING SCREEN PORCH WALL ELEV: 9'-7' (FIELD VERIFY) PORTION TO REMAIN — NO PRESSURE TREATED 4x4 WOOD WORK. -- POST BOLTED TO EXISTING 2x RAILINGBEAM WFRAMING & 1 x TRIMWRAP. SECTIONS EXISTING 6x6 WOOD I G CONTRACTOR SHALL EXAMINE COLUMN TO REMAIN. S EE P RC & FIELD VERIFY EXISTING ScffNrPO H I EXISTING SCREENED PORCH El FOUNDATION / FOOTING 101 - PORTION TO REMAIN - N� CONDITIONS & SIZES PRIOR WORK. — TO CONSTRUCTION COMMENCEMENT CONTRACTOR SHALL EXAMINE & FIELD VERIFY NEW CONCRETE FOOTING / I EXISTING FOUNDATION / FOOTING CONDITIONS FOUNDATION DOWELED INTO & SIZES PRIOR ENT TO CONSTRUCTION EXISTING - SEE STRUCTURAL CEMPERMIT f GROUND FLOOR HEIGHTGROUND FLOOR HEIGHT / _/ I i- - DOCUMENTS N _ N 00090730 PLO AS SHOWN 110/21/2009 - EXI-SANG - S SCJ I I PROJ. N0. DWN BY SC E DATE — I A- 500 r - I .I I I I � . '-m7 2 EA WALL AND AIL S CTION 1 NORTH WALL AND ' RAIL S CTION A-500 SCALE: 3/4"=1'-O" A-500 SCALE: 3/4"=1'-0" t PORCH / DECK ADDITION IWooI I I I I CLIENT I - 2 1 ' A-400 Mr. & Mrs. Ditch Trager fI 1771 Beach Avenue I I Atlantic Beach, FL 32233 I I I I ARCHITECT I _ _ VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 FL No. AA26W1354 I I STRUCTURAL G.M. Hill Engineering, Inc. 303 Clearwater Drive Ponte Vedra Beach, FL 32082 FL P.E. No. 52225 Certificate of Authorization No. 26181 CONTRACTOR i Elite Building Contractors, Inc. 599 Atlantic Boulevard, Suite 1 Atlantic Beach, FL 32233 CBC1250M ELECTRICAL CONSULTANT t IGHTING REFLECTED CEILING PLAN LEGEND: 2 PARTIAL THIRD FLOOR REFLECTED CEILING PLAN t EXISTING CEIUNG TO Z REMAIN - NO WORK A-600 SCALE: 1/4"=1'-0" WOOD TONGUE AND TM GROOVE COUNG a A B NEWEXPOSED f ` EXTERIOR COUNG A-400 JOIST FRAMING FAN WITH UGHT I EXISTING � � ' AND DECKING � WOOD DECK EXTERIOR WALL E201 I I SCONCE r a � IIIIXII \ / AREAS OF AREAS OF FRAMING OPEN HITFRAMING OPEN /` `\ � # rf TODG TOpm / p{yyA BELOW \\ // `\ 2 EXISTING LOW I , ' FASTING LOW ROOF OvER1iANG `\ / I I;j77 \ \ ROOF OVERHANG TO REMAIN ,' I \\ TO REMAIN. N0. REVISION/ISSUE DATE V/ r PROPOSED 0 SECOND AND f THIRD FLOOR 01/ REFLECTED CEILING PLANS P PERMIT DOCUMENTS 00090730 PLO10 AS SH WN 21/2009 PROJ. NO. DWN BY S LE ATE I � 141Z V/Z A- 600 z PARTIAL SECOND FLOOR REFLECTED CEILING PLAN A-600 "= - '.. . SCALE: 1/4 1' 0" 8 4 j 3 i 1 NEW 6x6 PRESSURE TREATED 20 WOOD FOOT RAIL BELOW ' WOOD TUC LU - SEE 11iECABLERAIL VINYL COATED DUNG ROOF SHIM 40 PRESSURE TREATED SYS`IFM TO REMAIN INTERMEDIATE RAIL POST PATCH AND REPAIR EXISTING 2x BUILT-UP WOOD FRAMING 4x6 PRESSURE TREATED_ ROOF SHEATHING AND BELOW - SEE STRUCTURAL INTERMEDIATE RAIL END SHINGLE SYSTEM AROUND WRAP FRAMING WITH 1x POST ALL.AREAS OF WORN(. FlNGERJOINTED CEDAR. NOV 1x FlNGOWNTED PAINT FINISH CEDAR COLUMN WRAP. F- PAINT FINISH. PROVIDE EVEN GAP BETWEEN -- -- ------ FLASHING AND CUT EDGE OF 1 -- - SHINGLES, ALLOWING FOR -- - - — MATERIAL EXPANSIONT- --- --- CONTRACTION. METAL FLASHING WITH �- PRE-FIRMED CRICKET I I 1 DRILL THROUGH POST AS EXISTING METAL DRIP EDGE I I INDICATED BY AND FASCIA BOARD TO I I MANLIFACiIREWS REMAIN - CONTRACTOR TO HELD VERIFY EXISTING 1 I INSTALLATION GUIDELINES. 6x6 PRESSURE TREATED HELD CONDITIONS. � � 4x8 PRESSURE TREATED COLUMN - SEE STRUCTURAL WRAP INTERMEDIATE RAIL POST. FRAMING WITH 1 x I NOTCH POST AS NECESSARY FlNGMIOINTED CEDAR. AROUND BEAM. PAINT FINISH. EXIS'"IING ROOF FRAMING TO I I 20 WOOD FOOT RAI. BELOW REMAIN I I )C CABLERAIL VINYL COATED EXISTINIG SOFFIT MATERIA.TO I 1 CABLE I IREMAIN 20 GRADE #1 WOOD NEW 6x6 PRESSURE TREATED I ( DECKING STRUCTURAL WRAP COLUMN I 1 — LINE OF 2x BUILT-UP SAM PAINT FINISH. CEDAR. i i WRAP - SEES WITH lxRAI. WRAP FRAMING WITH 1x SECTION VIEW FINGERJaMEo CEDAR. $ EXISTING ROOF PITCH POCKET DETAIL THIRD FLOOR 4 RAIL ASSEMBLY DETAIL PLAN �70O SCALE: 1 1/2" = V-0" A-700 SCALE: 1 1/2" = 1'-0" I 40 PRESSURE TREATED METAL FLASHING WITH INTERMEDIATE RAIL POST PER PIR:-FORMED CRICKET MANUFACTURER'S RECOMMENDATION CABLE RAIL SYSTEM NOTES: I NEW WOOD WO 6x6 U" " �° DELL"HROUGH POST'AS rFh BY COLUMN - SEE INDICATED BY ALL RAILING DETAILS SHOWN ARE 'BASED sr RAL INS"I'TA�Na�IDELINES. ON INFORMATION PROVIDED BY FEEN Y �'"DE " � BOWEN FLASHING AND EDGE OF -- ---------------- 16 CABLERAA6..vINn COATED ARCHITECTURAL PRODUCTS CABLE RAIL �L � CABLE SYSTEM www.cablerail.com CONTRACTION. 20 WOOD FOOT RAIL LINE OF 2x BULT-UP BEAM CONTRACTOR SHALL INSTALL CABLE RAIL — - — BELOW - SEE STRUCTURAL SYSTEM TO MEET ALL APPLICABLE LOCAL WRAP COLUMN WITH 1x 6x6 PRESSURE TREATED SEE AND STATE BUILDING CODE REQUIREMENTS PAINT STRUCTURAL COLUMN - & DESIGN LOADS, AND ACCORDING TO 1x FINcER.laNTED CEDAR MANUFACTURER'S REQUIREMENTS. PATCH AND REPAIR EXISTING TRIM PANT WRAP AT COLUMN. ROOF SHEATHING AND ND SHINGLE SYSTEM AROUND 20 GRADE 11 WOOD ALL.AREAS OF WORK. DECKING EXI,-llING ROOF SHINGLE SECOND FLOOR / THIRD FLOOR SYSTEMTO RUM 3 RAIL ASSEMBLY DETAIL PLAN PLAN VIEW 6x6 PRESSURE TREATED 7 WOOD COLUMN - SEE EXISTING ROOF PITCH POCKET DETAIL A—loo SCALE: , ,/2" _ ,'-o" STRUCTURAL A-700 SCALE: 1 1/2n _ ,'-0" ri 1x FINGERJOINTED CEDAR TRIM WRAP AT COLUMN. 2x4 WOOD FOOT RAIL BELOW — PAINT FINISH. 2x4 GRADE #1 WOOD — I I KCABIEE CABLERAIL VINYL DECKING I I 46 PRESSURE LINE OF 2x BUILT-UP BEAM I A BELOW - SEE STRUCTURAL I INTERMEDIATE1TETERAIL POST' PER TREATED MANUFACTURER'S WRAP FRAMING WITH 1x I I RECOMMENDATION CMMGROUND FLOOR � I I AL SLEEVE TO PAINT FINISH. 1 o COLUMN WRAP DETAIL PLAN W CABLERAIL VINYL CM70 PREVENT' CAS cuTnNG CABLE I I INTO WOOD AS INDICATED BY `--------------- A-700 SCALE: 1 1/2" = 1'-0" 20 WOOD FOOT RAIL BELOWI I MANUFACTURER'S I I IiSTNIATION GUIDELINES. DRILL THROUGH POST AS I I 46 PRESSURE ---------------- INDICATED BY I I INTERMEDIATE RAIL POST NEW ROOFING SYSTEM TO INSTALLATION GUIDELINES. I I DRILL THROUGH POST AS MATCH EXISTING ROOFING I I INDICATED BY 2 4x4 TREATED I I MANUFACTURER'S ENSURE SMOOTH AND LEVEL INTERMEDIATE POST AS I I INSTALLATION GUIDELINES. I I TRANSITION BETWEEN EXISTING AND REQ BY CABLE NEW PLYWOOD / ROOF DECKING - RTW. MANUFACTURER. I I Ix FINGERJOINTED CEDAR I i SEE STRUCTURAL TRIM WRAP AT COLUMN. I I PAINT FINISH. TRIM EXISTING OUTRIGGERS -- -- 4 1 FLUSH WITH OUTER EDGE I I 2x4 WOOD FOOT RAIL BELOW I I OF EXISTING GABLE END I I X' CABLERAIL VINYL COATED I I TRUSS -- -- 7 I CABLE NEW PLYWOOD SHEATHING 2x BUILT-UP WOOD FRAMING WE OF 2x BUILT-UP BEAM I I ON 2' NOMINAL TONGUE BELOW - SEE STRUCTURAL I ( BELOW - SEE STRUCTURAL. AND GROOVE WOOD DECKING WRAP FRAMING WITH Ix I I 2GRADE 11 WOOD - SEE STRUCTURAL PAINT FINISH. I I I NEW 2x BUILT-UP SAM - SEE I I SECOND FLOOR UCTURAL.FlINGERWNTTED CEDAR TRIMBEAM WITH Ix 6 THIRD FLOOR AIL ASSEMBLY DETAIL PLA� EXISTING WOOD FRAMEAND SUM SYSTEM To RAIL ASSEMBLY DETAIL PLAN @ FRAMING 2 RA—loo SCALE: , 1/2" _ ,'-o" REMAIN. PATCH AND A-700 SCALE: 1 1/2" = 1 -0 _ I REPAIR STUCCO SYSTEM AS NECESSARY llt 20 GRADE 11 WOOD i INSTALLATION OF NEW DECKING CONSTRUCTION 20 GRADE #1 WOOD NEW 2x BUILT-UP BEAM - DECKING I 1 LINE OF 2x BUILT-UP BEAM SEE STRUCTURAL WRAP UNE OF 2x BUST-UP LOAM I BELOW - SEE STRUCTURAL I I BEAM WITH 1 x BLOW - SEE STRUCTURAL I FlNGERJOINTED CEDAR WRAP FRAMING WITH 1x I I Ix CEDAR I TRIM. PAINT FINISH WRAP FRAMING CEDAR. I TRW WRAP AT COLUMN.FINGEI EXISTING 2x WOOD PAINT FINISH. I PAINT FINISH. I I TRUSSES TO REMAIN V CABLERAIL VINYL COATED j j CABLERNL VINYL COATED ( I CAME II CABLE I I EXISTING INTERIOR 2x4 WOOD FOOT RAIL BELOW ( I FINISHES TO REMAIN - )4Q WORK DRILL THROUGH POST AS ( I 2x4 WOOD FOOT RAIL BELOW I INDICATED BY I 1 DRILL.THROUGH POST AS 1 MANUFACTURERS I I IMTED BY EXISTING DOOR AND FRAME IWALLATKIN GUIDELINES. _ ( I MANUFACTURER'S TO REMAINtet- INSTALLATION GUIDELINES. NEW 2x6 WOOD FASCIA r -- -- I I 46 PRESSURE TREATED BOARD BEYOND. ( I INTERMEDIATE 00 POST AS t. I I RECOMMENDED BY NEW 2x BUILT-UP BEAM - 4 TREATED -- -- I I MANUFACTURER I SEE STRUCTURAL. WRAP INTERMEDIATE END POST. : -.. CABLE RAIL SLEEVE. WASHER, BEAM WITH Ix NOTCH POST AS NECESSARY AND QUICK CONNECT FINNERJOINTED CEDAR MOUND BEAM. HARDWARE SYSTEM. TRIM. PAINT FINISH CABLE RAIL SLEEVE, WASHER. 6X6 PRESSURE TREATED AND QUICK CONNECT COLUMN - SEE STRUCTURAL -- HARDWARE SYSTEM. _._....:. .... ::_= ,... EXISTING WOOD FRAME AND EXISTING WOOD FRAME AND STUCCO SYSTEM TO REMAIN. STUCCOM REMAIN REPAIR STUCCO SYSTEM AS PATCH NI: REPAIR STUCCO NECESSARY IN AREAS SYSTEM AS NECESSARY IN ADJA(C]NNf TO NEW AREAS ADJACENT M NEW CONSTRICTION. CONSTRUCTION. THIRD FLOOR SECOND FLOOR 9 ROOF FRAMING & DECKING TRANSITION DETAIL 5 RAIL ASSEMBLY DETAIL PLAN 1 RAIL ASSEMBLY DETAIL PLAN A-700 SCALE: 1" = 1'-0" A-700 SCALE: 1 1/2" = 1'-0" A-700 SCALE: 1 1/2" = 1'-0" DEESQ C&ITER_„IA: THE FOLLOWING MIN, CONCRETE COVER SHALL BE PROVIDED FOR THE REINFORCMEN'T ROOF SHEATIJNG AND DIAPHRAGM AT ACHMENT: '.T HAS BEEN DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING UNLESS EXPOSURE REQUIREMENTS AS SPECIFIED IN THE FBC2007 CODE STATES A MORE USE A MINIMUM OF EXP. 1 APA RATED 1/2"THICK PLYWOOD SHEATHING WITH A SPAN 2007 (FBCR), ACI,RISC, NDS, APA AND ASCE-7 STRINGENT REQUIREMENT: RATING NOT LESS THAN 24/16. ALL,PANELS SHALL BE CONTINUOUS OVER A MINIMUM OF 3" CONCRETE CASE AGAINST AND PERMANTLY EXPOSED TO EARTH 3 SUPPORTS. END JOINTS SHALL BE STAGGERED. FASTEN TO SUPPORTS AND BLOCKING UCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 2" CONCRETE EXPOSED TO EARTH OR WEATHER, #6 REBAR AND LARGER WITH A MINIMUM OF 8d RING SHANK NAILS x 2 %2" LONG 6" ON CENTER SPACING AT AND JURISDICTION OVER THE WORK INVOLVED. 1 %2" CONCRETE EXPOSED TO EARTH OR WEATHER, #5 REBAR AND SMALLER PANEL EDGES AND 6" ON CENTER SPACING AT INTERMEDIATE SUPPORTS, REDUCE NAIL 1 '/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER,OR IN CONTACT WITH SPACING TO 3"ON CENTER AROUND ALL OPENINGS AND SPACING TO 3"ON CENTER AT 'HIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS EARTH: PRIMARY REINFORCEMENT, TIES, SPIRALS, STIRRUPS IN BEAMS PANEL EDGES 4' FROM GBLE END WALLS. ONLY. DETAILS SHALL GOVERN CONSTUCTION FOR THIE PROJECT AND COLUMNS NOTED WITHIN THESE PLANS. 2" SLABS AND WALLS (EXPOSED TO EARTH,LIQUID OR WEATHER, CENTERED ROOFING- FOR SLABS ON GRADE THE ARCHITECT SHALL BE RESPONSIBLE FOR THE DESIGN OF THE ROOF COVERING GINEER SHALL NOT HAVE CONTROL ORB RESPONSBILE FOR THE SYSTEM AND FLASHING AND VALLEY MATERIAL ASPHALT SHINGLES SHALL COMPLY kNS AND METHOD, TECHINIQUES, PROCEDURES OR SEQUENCES OR ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK,U.O.N. WITH ASTMD3161 AND BE INSTALLED ACCORDING TO MANUFACTURER'S ;SIGNS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING REQUIREMENTS. CLAY AND TILE SHALL BE INSTALLED PER THE CONCRETE AND CLAY ,HE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN DOWELS FROM FOUNDATION OR SLABS TO WALLS SMALL MATCH VERTICAL WALL ROOF TILE INSTALLATION MANUAL AND THE MANUFACTURER'S RECOMMENDATIONS. THE CONTRACT DOCUMENTS, REINFORCING,U.O.N, DOWELS SHALL BE PLACED PRIOR TO CONCRETE PLACEMENT. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E 1514 AND INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. HALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT IS PROVIDE A%9' CHAMFER AT ALL EXPOSED CORNERS OR BEAMS,WALLS,ETC.U.O.N. ;ONSTRUCTION TO KEEP THE STRUCTURE SAFE AND PLUMB UNTIL WATERPROOFING: 'URE IS COMPLETE. ANY BRACING INDICATED OR CALLED FOR ON AT CHANGE IN DIRECTION OF CONCRETE WALLS, BEAMS AND STRIP FOOTINGS PROVIDE THE ARCHITECT SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL WATERPROOFING AND RE DESIGNED FOR THE"FINAL' AND COMPLETED STRUCTURE ONLY. CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL REINFORCING. FLASHING. 1ILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND ANCHOR ADHESIVES SHALL BE EITHER"EPDXY•TIE SET"OR"ACRYLIC-TIE AT" BY PROJECT PRIOR TO COMMENCEMENT OF THE PROJECT AND TO SIMPSON STRONG TIE AND INSTALLED ACCORDING TO MANUFACTURE'S [ENT SPECIFIED WITHIN THESE PLANS WITH THE ACTUAL EQUIPMENT RECOMMENDATIONS OR AS MANUFACTURED BY HILTI OR APPROVED EQUAL. FERENT THAN INDICATED ON THESE DRAWINGS NOTIFY THE EOR. IF 3ETWEEN THESE DRAWINGS AND DRAWINGS OR SPECIFICATIONS STRUCTURAL STEEL: ITECT,MECHANICAL,ELECTRICAL OR PLUMBING ENGINEERS ALL WELDED WIRE FABRIC:ASTM Al 85 "LARIFICATION. CHANNELS,ANGLES,, PLATES AND OTHER MIC. STEEL ASTM A36 STRUCTURAL STEEL TUBING(HSS SECTIONS)ASTM A500 ;ONDITIONS WERE NOT PRESENT AT THE TIME OF FOUNDATION STRUCTURAL STEEL PIPING ASTM A53 OR 501 ACE REPORT IS RECOMMEDED TO CONFIRM ASSUMPTIONS MADE ALL BOLTS SHALL BE%" DIAMETER A325N U.O.N. L REQUIREMENTS FOR THE SITE PREPARATION AND SOIL ANCHOR BOLTS SHALL BE MIN. %"DIAMETER ASTM F1554 U.ON. ATED IN FBC SHALL BE FOLLOWED UNLESS MORE STRINGENT WELDED STUDS ASTM Al 08 WITHIN THESE DOCUMEN'T'S OR A SUBSEQUENT GEOTECHNICAL DEFORMED BAR ANCHORS ASTM A706 BEARING PRESSURE OF 2,000 PSF WAS USED FOR FOUNDATION SIZING. WASHERS SHALL BE ASTM F436 GRADE 36 NOTIFIED IF SITE CONDITIONS DIFFER FROM DESIGN ASSUMPTIONS NUTS SHALL, BE AATM A563 GRADE A HEX ALL STRUCTURAL STEEL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH AISC SPECIFICATIONS. CR 2007WITH LATEST SUPPLEMENTS MINIMUM SIZE OF FILLET WELDS SHALL CONFORM TO AISC SPECIFICATIONS EVEN z: 20 PSF THOUGH SHOWN OTHERWISE ON ARCHITECUTRAL,MECHICNAL OR STRUCTRAL ;ONIES AND DECKS: 60PSF DRAWINGS. ALL WELDS SHALL BE A MIN. OF 3/16" ALTERNATING 2.12 U.O.N. RIMPOSED ROOF: "HORD: 7 PSF ALL WELDS SHALL BE MADE WITH E70XX ELECTORDES FOR STRUCTUAL STEEL AND E60 :'OM CHORD: 5 PSF SERIES ELECTORDS FOR STEEL JOIST. ALL WELDING IS TO BE DONE BE WLEDERS ASCE 7-05 HOLDING CURRENT CERTIFICATES FROM A RECONGZIED TESTING LAB, ALL, WELDS ARE 120 MPH TO BE PER A.W.S.D1.1 CODE. ;Y: II FACTOR: 1.0 PRIME ALL STEEL SURFACES BOTH EXPOSED AND CONCELAED,ARE TO RECEIVE ONE ',E CATEGORY: C SHOP COAT AND FILED SPOT PRIME (WELDS, SCARS, CONN, ETC.) JRES: qz =31.2 PSF qh= 31.2PSF ALL ANGLES, BARS,ANCHORS,ANCHOR BOLTS,ETC,EMBEDDED IN CONCRETE SHALL BE HOT DIPPED GALV. AFTER FABRICATION. LYL ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALV.AFTER FABRICATION OR FORM TO ASTM C476 WITH A MINIMUM 28 DAY COMPRESSIVE STAINLESS STEEL Olt AS INDICATED ON THE CONTRACT DOCUMENTS. PSI PER ASTMC1019.GROUT SHALL BE MIXED TO PROVDE A SLUMP U.O.N. IN FBC PER EXPOSURE CATEGORY REQUIREMENTS. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO EOR FOR APPROVAL PRIOR TO FABRICATION. CONTRACTOR SHALL CAREFULLCHECK AND STAMP NFORM TO ASTM C270 TYPE M OR S,U.O.N. IN FBC PER EXPOSURE "APPROVED"BEFORE SUMBTTTING TO THE EOR. NO SPLICES OR OTHER DETIALS ARE TO EMENTS. BE ADDED WITHOUT SUBMITTAL EXPANSION ANCHORS: U.ON, INSTALL ANCHORS PER MANUF. WRITTEN INSTRUCTIONS, LY UNITS SHALL BE ASTMC90-75, HOLLOW LOAD BEARING UNITS, INCLUDING MANUR MIN.EMBEDMENTS AND EDGE DISTANCES. ALL ANCHORS WITH 1,NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH OF 1,900 EXTERIOR EXPOSURE SHALL BE HOT DIPPED GALV. J.O.N. IN FB C PER EXPOSURE CATEGORY REQUIREMENTS. HOLES REQUIED FOR BOLTED CONNECTIONS MAY BE DRILL OR PUNCHED. FORCING STEEL SHALL BE LAP SPLICED WITH A MIN. LAP OF 48 TIMES WWF WIRE SPACING PLUS 6". WOOD FRAMING: ALL WOOF?MEMBERS EXPOSED TO EARH OR N CONTACT WITH COCNRETE MASONRY OR sE GROUTED WHERE VERTICAL REINFORCING IS INDICATED ON THESE EARTH SHALL BE TREATED WITH A PRESERVATIVE SUITABLE FOR THE SITE EXPOSURE ►DITIONAL CMU NOTES FOR MASONRY CONSTRUCTION AND CONDITIONS. MIN. OF PRESSURE TREATED IS REQUIRED. IF ACQ TREATMENT IS ANES. PROVIDED ON THE MEMBERS THEN ALL NAILS AND SCREWS ARE REQUIRED TO BE HOT* DIPPED GALVANIZED AFTER FABRICATION MEETING ASTM A 153, CLASS C OR ASTM B695. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBCR EXCEPT AS NOTED WITHIN 3 BEEN DESIGNED USING ACI 318 "BUILDING CODE REQUIREMENTS THESE PLANS. NCRETE"' AND CONSTRUCTED IN ACCORDANCE WITH ACI 301 R STRUCTURAL CONCRETE". ALL FRAMING CONNECTORS AND HARDWARE NOTED ON DRAWINGS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL. ALL HAVE A MIN. 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI BASED AND C39 UNLESS SITE DICTATES THAT THE CONCRETE WILL BE FASTENING SUBMTED TO MOIST OR COASTAL CONDITIONS SHALL BE HOT DIPPED GALV. F THE EXPOSURE CATEGORIES SPECIFIED IN CHAPTER 19, SECTION TO ASTM 153-80 OR STAINLESS STEEL INCLUDING NAILS AND OR SCREWS. D ACI318, SECTION 4.2.2. ALL MANUFACTURED LUMBER SHALL BE PRESSURE TREATED TO A SERVICE LEVEL 3 RETE REQUIREMENTS FOR STRUCTURES LOCATED WITHIN 1500 FT TREATMENT FOR EXTERIOR CONDITIONS, U.O.N. ICT10N CONTROL LINE AND OTHER EXPOSURES AS LISTED IN )NS 1904, 1905 AND 1907 OF THE FBC2007 BUILDING CODE. SYP#2 SHALL BE USED FOR ALL HEADERS AND TOP PLATES AND ALL CONVENTIONALLY FRAMED MEMBERS. SYP#2 PRESSURE TREATED SHALL BE USED FOR ALL SILL PLATES, ,;FORM TO ASTM Cl 50;AGGREGATE SHALT. CONFORM TO ASTMC33 U.O.N. LL REQUIREMENTS BASED ON EXPOSURE IN FBC2007 CHAPTER 19 ENT CRITERIA. ENGINEERED LUMBER SHALL BE A MINIMUM OF 2.0E G-P LAM LVL AS MANUFACTURED BY GEORGIA.PACIFIC WITH A MINIM OF THE FOLLOWING ALLOWABLE STRESSES: L SHALL CONFORM TO ASTM A615 GRADE 60 UNLESS OTHERWISE E= 2,000,000 PSI RAWINGS. REINFORCING DETAILS SHALL CONFORM TO ACI 315. Fb= 2950 PSI STEEL SHALL BE HELI?SECRUELY IN POSITION WITH STANDARD Fv= 285 PSI ;ONFOMRANCE WITH CRSI MANUAL OF STANDARAD PRACTICE. Fc(perpendicular)= 750 PSI A,TIONS SHALL BE PLACED ON CLEAN SAND FREE OF DEBRIS AND ORB OISE VERSA LAM 2.0 3100 SP JS MATERIAL. STRUCTURAL FILL SHALL BE COMPACTED TO A MIN. THE MODIFIED PROCTOR MAXIMUM DRY DENSITY ASTM D 1557,FOR MULIT-PLY ENGINEERED (LVL OR PARALLAM) BEAM CONNECTION SHALL, BE AS :LOW THE BOTTOM OF THE FOUNDATION. FOLLOWS U.O.N. ON PLANS: (2)PLY 1 %" WIDTH BEAMS- (3)ROWS- .131 x 3 '/a" NAILS @ 12"O.C. SPACING (3)PLY 1 %19 WIDTH BEAMS- (3)ROWS- .131 x 3 '/a" NAILS @ 8"O.C. SPACING EA. SIDE (4)PLY 1 %"WIDTH BEAMS- (3)ROWS- SIMPSON '/a"x 6" SDS SCREWS @ 12"O,C. SPACING EA. SIDE THE TOP AND BOTTOM NAILS OR SCREWS SHALL BE PLACED 2"FROM TOP OR BOTTOM OF BEAM AND CENTER ROW OF FASTENERS TO BE PLACED IN THE MIDDLE OF THE BEAM