The URL can be used to link to this page

645 OCEAN BLVD - RESIDENTIAL ADDITION DRAWINGS RENOVATION AA 2716 ST. JOHNS AVENUE JACKSONVILLE FL. 32205 645 OCEAN BLVD AR 9 2748 ARCH,` ITE TtJPF , J (904)379-5108 ATLANTIC BEACH , FL 32233 ABBREVIATIONS SYMBOLS GENERAL NOTES C CDD SUMMAR ' A ANGLE L LENGTH A-INTENT � USE OF GONSTRUGTION DOCUMENTS SHOWN ON DOCUMENTS AND MUST NOTIFY ARCHITECT OF ANY DISCREPANGIES, OMISSIONS AND/OR APPLIGABLE GODE5: FBG 2014 5TH EDITION, FBG 2014 5TH EDITION RESIDENTIAL /"� (� AT LAS LABORATORY 1 CONI=LIGTB PRIOR TO PROGE{=DINS WITH THE WORK. ALTERATION LEVEL: ALTERATION LEVEL III A.B. ANCHOR BOLT LAM LAMINATED COLUMN OGGUPANGY GLASSIF.: GROUP SINGLE FAMILY R-3 ABV ABOVE LAV LAVATORY DESIGNATION I. THE PURPOSE OF THESE DOCUMENTS 15 TO CONVEI' DESIGN INTENT ONLY. THE GONTRAGTOR AIC AIR CONDITIONING LT LAUNDRY TUB GONSTRUGTION TYPE: EXISTING BUILDING (V-E3) ACOUSTICAL " LVL LAM VENEER LUMBER SHALL A) BE SOLELY RESPONSIBLE FOR COMPLIANCE .WITH ORDERS F ANY PUBLIC AUTHORITY 5. EACH TRADE WILL BE EXPEGTED TO.PROCEED IN A FASHION THAT WILL NOT DELAY OTHER ACT ACOUSTIC TILE LVR LOUVER ADH ADHESIVE LH LEFT HAND ROOMTRADES. ALLOWABLE HEIGHT: 35' LG ,. ADJ ADJUSTABLE,ADJACENT LIN FT LINER FEET BARINON THE PERFORMANCE OF THE WORK, B) PROMPTLY NOTIF ARGHITEGT IF THE DRAWINGS AFF ABOVE FINISHED FLOOR LDC LOCATION NAME " BUILDING HEI(SHT: +/- 26'-5" - ALT AIR LTERNDIWGUNIT LP LIGHTGAT LOBBY AND SPEGIFIGATIONS ARE.I- T VARIANCE THi=REWI.TH, AND G) OBTAIN ALL REG�UISITE BUILDING AND 6. THE CONTRACTOR. IS RESPONSIBLE FOR. THE DISTRIBUTION.OF DRAWINC�5 TO ALL TRADES UNDER AREA OF WOR<: +/- 3,126 SOFT. ALT ALTERNATE LGMF LIGHT GAGE MTL FRAMING AL ALUMINUM LOR LEADER ROOM OTHER PERMITS REQUIRED IN CONNECTION WITH THE WORK. ADDL ADDITIONAL 100 THEIR JURSPIGTION. ANOD ANODIZED NUMBER MMO MINIMUM x_ 2 THE CONTRACTOR WILL BE PRESUMED TO HAVE INSPECTED THE 51--E AND TO HAVE READ AND TO AP ACCESS PANEL � MOO MEDIUM DENSITY OVERLAY ROOM SIZE ARCH ARCHITECT(URAL) MEMS MEMBRANE - ASPH ASPHALT MAn MATERIAL �$,F. 7. DO NOT GALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO GOVERN OVER AMP AMPERE MAX MAXIMUM - BE THOROUGHLY FAMILIAR WITH THE DRAWINGS AND SPEGIFIGATIONS. THE FAILURE OR OMISSION OF AVE AVERAGE MS MARKER BOARD SMALLER.SCALE DRAWINGS. APPD. APPROVED MFR MEDIUM DENSITY FIBER BD ANY CONTRACTOR TO EXAMINE ANY FORM, INSTRUMENT OR DOGUMEN SHALL IN NO WAY RELIEVE ��"' _ MECH MECHANICAL - �J T T I D X MED MEDIUM DOOR THE CONTRACTOR FROM ANY OBLIGATION IN RESPEGT TO HIS WORK. B BF BOARD MED MEZZ MEZZANINE 00 NUMBER _ b. DIMENSIONS ARE TO THE FINISHED FACE OF NEW GON5TRUGTION. DIMENSIONS ARE NOMINAL ARCHITECTURAL BLDG BUILDING MM MILLIMETER BLK BLOCK MDFB MANUFACTURER .UNLESS OTHERWISE INDICATED aLKG BLOCKING MoD MODULAR 3. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT AO COVER SHEET MRB MARBLE BB. BENCH MARK MIR MIRROR DOCUMENTS, OR WHERE REQUIRED, APPROVED SHOP DRAWINGS; PRO UGT DATA OR SAMPLE FOR T AO.I EXISTING & PROPOSED SITE PLANS MISC MISCELLANEOUS WINDOW q. IF DIMENSIONS. ARE IN QUESTION, HE CONTRACTOR S RESPONSIBLE TO GET CLARIFICATION AND SRc BEARING MTL METAL ) TYPE SUCH PORTION OF THE WORK. - A02 CONSTRUCTION MANAGEMENT PLAN BRK BRICK MO MASONRY OPENING ll-- // DIRECTION FROM ARGHITEGT PRIOR TO PROGEED:ING WITH THE WORK. BTM BOTTOM MTD MOUNTED Al DEMO PLAN NOTES BTT BITUMINOUS ROOF MT MULLIONRESHOLD 4. THESE DRAWINGS DO NOT NEGES5ARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL BTR BRILTHTHER MULL MULLION 10. THE GONTRAGTOR IS RESPONSIBLE FOR CUTTING, AND. PATCHING REQUIRED FOP, H15 WORK A2 PROPOSED FLOOR. PLANS � NOTES BTU BRtTIStiTHERfvIALUNIr PARTITION PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE GON RAGT DOCUMENTS. ON THE BTWN, BETWEEN Ai NGVD NATIONAL GEODETIC ID: UNLESS OTHERWISE NOTED. - A3 ROOF PLAN � NOTES ' IV N NORTH TYPE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE DONT AGTOR SHALL FURNISH ALL NATL NOT NATIONAL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF T ;E WORK. DECISIONS OF A4 EXTERIOR ELEVATIONS ff NOTES NO NUMBER I1. GONTRAGTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOGKING FOR WALL SUPPORTED A5 SECTIONS NOM NOMINAL ARGHITEGT AS TO THE ITEMS OF WORK INCLUDED WITHIN THE SCOPE F THESE DOCUMENTS SHALL NTS NOT TO SCALE O DEMOLITION ELEMENTS INCLUDING MILLWORK, EQUIPMENT, FIXTURES AND FURNITURE. CONTRACTOR TO VERIFY cFT CUBIC FEET A6 DETAILS � NOTES C C CHANNEL NOTE BE FINAL-AND BINDIN�� ON THE CONTRACTOR AND THE OWN) R. CASCABINET EXTENT AND COORDINATE WITH APPROPRIATE SUBGONTRAGTORS. : CAP CAPACITY OGD OVERHEAD GARAGE DOOR ADI DOOR INSTALLATION DETAILS CB CATCH BASIN G OA OVERALL CEM CEMENT 5. THE ARCHITECT RESERVES THE RIGHT TO REJECT ITEMS INCORPORATED INTO THE WORK WHICH I AD2 WINDOW INSTALLATION DETAILS CONTR. CONTRACTOR OBS OBSCURE(GLASS) TOILET FAIL TO MEET THE SPECIFIED MINIMUM REQUIREMENTS. THE ARGHITEG FURTHER RESERVES THE 12. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS 0C ON CENTER CFM CORN FEET PER MINUTE OD OUTSIDE DIAMETER I - �'- -CG CORNER GUARD OFF OFFICE ACCESSORIES OTHERWISE NOTED. .- MANUFACTURED MATERIALS AND EQUIPMENT TO BE STORED AND INSTALLED IN CHAM CHAMFER OPT OPTIONAL RIGHT, AND WITHOUTP.REJUDICE TO RECOURSE.. ARCHITECT MAY OR MAY NOT AGG.EPT ELECTRICAL CNG CHANGE OBB ORI£NTEDSTRANDBOARD ACCORDANCE WITH THE MANUFACTURERS WRITTEN RECOMMENDATIONS AND INSTRUCTIONS. CI CAST IRON of OPEN TWEB STEEL ANDB AR NON-GOMPLYING ITEMS SUBJECT TO ANY ADJUSTMENT IN THE'GONTRA T AMOUNT AS APPROVED BY EI ELECTRICAL PLANS NOTES CIP CAST IN PLACE CONCRETE OHD OVERHEAD DOOR cJ CONSTRUCTION JOINT OPER OPERABLE THE ARGHITEGT AND/OR THE OWNER. CL CENTERLINE OPNG OPENING L3 LOUVER 11. THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE CL CHAIN LINK FENCE OPP OPPOSITE TYPE �_��{ QTS � �� T/`�/\�� 4 NOTICES II 'I ti �� r- CLG CEILING - - - - - - _- --_ - CLO CHAIN Oz OUNCE THE TERMS EQUAL TO OR APPROVED EQUAL ARE USED ARCHITECT TO DETERMINE EQUALITY STRUCTURAL - CMT CLOSET MOSAIC TILE BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR. 50.01 G NERAL NOTES -CMU CONCRETE MASONRY UNITPBD PARTICLE BOARD p CO CASED OPENING r PED PEDESTAL(SINK) - - - - - - - - - EX#SITING WALL TO S .O OUNDATION PLAN COL COLUMN pKG PARKING REMAIN I. THE CONTRACTOR SHALL PAY ALL SALES, CONSUMER, AND OTHER IMILAR TAXES FOR. THE WORK 12. ALL FINISHES TO BE INSTALLED IN.ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND Fi- - COMB COMBINATION 52.01 'QST LEVEL FRAMING PLAN CONC CONCRETE PBD PARTICLE BOARD - I COND CONDUIT #,LB POUND OR PORTIONS THEREOF PROVIDED BY THE CONTRACTOR WHICH ARE EGALLY ENACTED AT THE INSTRUCTIONS FOR THE TYPE OF MATERIAL AND INSTALLATION SPEGIFIED. �� CONN .CONNECTION PC PRECAST(CONCRETE) DEMOLITION CONSTR.CONSTRUCTION PART PARTITION ----- TIME OF CONSTRUCTION. _ 52.02 _�LGOND LEVEL FRAMING PLAN I CONT CONTINUOUS PFB PREFABRICATED - - 53.OI FRAMIW,- DETAILS CT CERAMIC TILE PLAS PLASTER 13. PAINT TO BE APPLIED IN ACCORDANCE WITH THE MANUFAGTURER S DIRECTIONS OVER PROPERLY CORR CORRIDOR PL .PLATE - .CPT CARPET PREFAB :PREFABRICATED 2. UNLESS OTHERWISE PROVIDED IN THE GONTRAGT DOCUMENTS, THE ONTRAGTOR SHILL SECURE PREPARED SURFACES.. WALLS TO BE STRAIGHT AND SMOOTH. PROVIDE MINIMUM ONE GOAT PRIME CRS COURSES) PL LAM PLASTIC LAMINATE Cs CASTSTONE PLBG PLUMBING -- AND PAY FOR THE BUILDING PERMIT AND FOR ALL OTHER PERMITS A D GOVERNMENTAL FEES, AND ONE FINISH GOAT. FINISHED GOAT TO COMPLETELY COVER WITH NO STREAKING OR BLEEDING LSAT CONCEALED SPLINE P1M1ID PLYWOOD ----- UNRATED WALL CYO CUBIC YARD PORT PORTABLE LICENSES AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE OF UNDERGOATS. CUR CUBIC ER PR PAIR V L/( T I MAP i 1� PRESS PRESSURE WORK. CW COLD WATER PNMT PAVEMENT _ CHW CHILLED WATER TE WALL -- CI1 PL PLYWOOD �tilrtit�tlt®t® 1-HOUR RATED L 4. MILLWORK TO CONFORM WITH AW STANDARDS FOR PREMIUM GRADE MILLWORK. DRAWINGS PT POUNPOINT DS PER SQ.FT. 3 THE- &NTRAGTOR SHALL GIVE ALL NOTICES AND GOMPLY WITH ALL LAWS, ORDINANCES, RULES, INDICATE DESIGN INTENT. FIBRIGATOR 15 RESPONSIBLE FOR MILLWORK ENGINEERING. PTD PAINTED . " '"�" .I u k # ( I 1 yd PVC POLYVINYL CHLORIl1E(PtPE) REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANGE OFDRAIN D DA DOUBLE ACTING PWD PROPERTY LINE toltttt.neotttrut®ntt. 2-HOUR RATED WALL THE WORK. 15. DRYWALL CONTRACTOR TO CLOSELY 000RDINATE HIS WORK WITH THAT OF OTHER TRADES. , .. w m, DB DECIBEL - .,� -. Nn, '" y} QT QUARRY TILE DIG DIRECTORYGREE EQQTY QUANTITY WHERE DRYWALL IS IN CONFLICT WITH DUGTWORK, PLUMBING LINES, ETG. THIS GONTRAGTOR TO DEMO DEMOLITION DEPT DEPARTMENT 4. THE GONTRAGTOR SHALL EXERCISE REASONABLE EFFORT TO MA E CERTAIN THAT THE PROVIDE ALL NEGE55ARY BRIDGING AND BRACING REQUIRED TO SECURE DRYWALL AND TO z D E R RISERS(OP STAIRS) .>' t t .�` r DEP DEPRESSED OF DRINKING FOUNTAIN R wA RETURN AIR REVISION CLOUD AND CONTRACT DOCUMENTS ARE IN ACCORDANCE WJTH APPLICABLE LAW STATUTES, BUILDING GORES MAINTAIN FIRE OR SOUND RATING WHERE REQUIRED.RADIUS ,,,. n ;ra DIA DIAMETER RDLD ROOF DRAIN LEADER MARKB )= �"'., DIAL DIAGONAL AND REGULATIONS. IF THE CONTRACTOR OSERVES.THAT ANY OF CONTRACT DOCUMENTS ARE ., DN .DOWN REC RECEPTOR °sq ,,;{ . "3' ., 2..t II RECT RECTANGLE AT VARIANCE THEREWITH PE T H A T Y NOT1 Y ARGHIT T 1N WRITING AND TRACTOR WARRANTS TO THE GAINER R MATERIALS . ;'.; `= DIM DIMENSION IN ANY RES G E SH L>- PROMP L EC , IC. THE CON E O E THAT ALL MATERI LS AND EQUIPMENTFURNISHED DRY. DRYER MACHINE REF REFRIGERATOR DO DOORO(M ,NG REF REFERENCE ANY NEGE55ARY GHANGES SHALL BE ACCOMPLISHED BY APPROPRIATE MODIFIGATION. UNDER THIS GONTRAGT WILL BE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE OF i .DP DAMPPROOFING RD ROOF DRAIN . �, DP DESIGN PROFESSIONAL REG R£cLET GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DW DISHWASHER REINF REINFORCEMENT .,. / _ N yry DR DOOR REEL REFLECTED 5. IF THE GONTRAGTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUGH .LAWS, DOCUMENTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE COMPLETION OF. r�. .. DIS DISPENSER READ REQUIRED , k� R�r .� ':"^ ". OS DOWNSPOUT T 1 ka,i ,,W F a � ..,, sn REV RE ORDINANCES, RULES AND REGULATIONS,N AND WITH UT SUCH NOTICE T DESIGNER HE SHALL CONSTRUCTION. WORK NOT C O CONFORMING .. ._. ` «.: .- DTA oovETAaANCHOR RFH RooFHATCH ORD REGULAT O S, D O U GONSTRUG L GO NG TO THESE REQUIREMENTS, INCLUDING SUBSTITU IONS , a ,, .. D73 DOVETAIL SLOT ROOM RM NORTH FULL RESPONSIBILITY THEREFORE AND SHALL BEAR ALL COSTS ATTRIBUTABLE THERETO. NOT PROPERLY APPROVED AND AUTHORIZED MAY BE CONSIDERED DEFECTIVE. �$ "F 4 DWG DRAWING RO ROUGH OPENING - " DIFF DIFFUSER R&S ROD&SHELF(S) ARROW DWR DRAWER RT RUBBER TILE + W acx;"s ,� - � - a s RUB RUBBERINT GOOiZDIN TION SUPERVISION E- INSTALLATION NOTES (MA"I" NOT APPLY) , T II III E EAST EEA EACH EF EXHAUST FRN S SOUTH m . t- tteslpa`ztl ,. n a.. II S SAN SANITARY PIP _�-�__- ED PLUMBING, N A �-.; I ES EXPANSIOACRYUGFINISH t INDICATES DIRECTION I. ALL WORK TO BE SCHEDULED DURING REGULAR BUSINESS HOUR_ U LESS .NOTED OTHERWISE. I. ALL INSTALL MEGHA IG LAND ELECTRICAL EQUIPMENT.TO. OPERATE QUIETLY AND ,_. , EB EXPANSION BOLT SC SOLID CORE(DOOR) L - EJ EXPANSION JOINT SCH SCHEDULE X OF CUTTING PLANE EL ELEVATION(ABOVE DATUM) SD SMOKE DETECTOR BE FREE OF VIBRATION. , ELEc ELECTRIC SECT SECTOND�I" /4X•X 2. CONTRACTOR TO PROVIDE ADVANCE NOTIFICATION TO TENANT'S REPRESENTATIVE WHEN TENANT EP ELECTRIC PANEL SERV SERVICE - LETTER INDICATES THERWSE NOTED I MECHANICAL c' �� t I'. - ' � . ELEVlFL £L£V"T°'z SOD suDINGGussDooR OR THEIR GONTRAGTOR(S) ARE REQUIRED AT IOB SITE FOR GOORD ATION MEETINGS OR 2. UNLESS O O N DRAWINGS OR '5PEGIFIGATIONS, HOLD DUCTS AND ,,. SLR ENNCLOSURE SH SHELVES BUILDING SECTION MECHANICAL EQUIPMENT. TIGHT TO STRUCTURE ABOVE: ENGR ENGINEER SHTHG SHEATHING SHT SHEET INSTALLATIONS. ` .:: ,• 9 ,€,.a ENT ENTRANCE ELEV ELEVATION(DRAWING) BOG SLAB ONGRADE EQ EQUAL Sim SIMILAR / -SHEET NUMBER 3. THE GONTRAGTOR SHALL NOT LOCATE CEILING DIFFUSERS DR REGISTERS WHERE FULL HEIGHT ( EQUIP EQUIPMENT SL SLEEVE �. UPON COMPLETION OF THE WORK, THE CONTRACTOR TO NOTfFY3U LDING OWNER a WHERE SECTION IS SHELVING, FILES OR STORAGE UNITS ARE INDICATED ON PLANS. (IF APPLICABLE) ETR EACH WA TO REMAIN SPT SEALANT - EW EAcriwAv SPEC SPECIFICATION PRAWN REPRESENTATIVE. THAT THE PROJECT IS READY FOR INSPECTION, O NER/REP WILL. COMPILE A - EWC ELECTRIC WATER COOLER SPK SPEAKER '' �i T EXIST EXISTING SQ SQUARE PUNCH LIST OF CORRECTIONS NEEDED OF UNSATISFACTORY ORY AND/OR INCOMPLETE WORK. FINAL �> EXP EXPOSED SOFT SQUARE FEET 4. ALL CEILING DIFFUSERS AND REGISTERS TO BE THE SAME COLOR AS THE GEILNG UNLESS NOTED _ `< r�T Ex ERIORttoRRE�XX NSION) B£RvtcEstNK )(. PAYMENT WILL BE GONTINGENT UPON THE SUCCESSFUL COMPLETION O THE PUNCH LIST. - - - FBO FUR NISHEI361'OTHcRS SST STAINLESS STEEL OTHERWISE. EM ELECTRIC WATER HEATER s'T STEEL STD STANDARD AX.X5. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION OF SPECIFIED PROLE(iT LOCATION STIR STRUCTURAL 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USIN THE GONTRAGTOR'5 BEST FE FIRE EXTINGUISHER SUSP SUSPENDED FINISHES. F FA FIRE ALARM SYM SYMBOL SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPON ABLE FOR ILL CONSTRUCTION FF FINISH FLOOR ///////////////, MEANS, METHODS, TEGHNIG2UES, SEQUENGES AND PROCEDURES, AND SH LL COORDINATE ALL FD FLOOR DRAIN T THREADS 5. PATCH ALL AREAS WHERE THE FLOOR 15 NOT LEVEL OR TRUE PRIOR TO THE INSTALLATION OF -FEN FOUNDATION R} C •�- Rt PORTIONS OF THE WORK. FEB FIRE EXTINGUISHER BRACKET TEL TELEPHONE BUILDING SECTION IOIY FEC .FIRE EXTINGUISHER CABINET TEMP TEMPERED(GLASS) SPECIFIED.FLOOR FINISH(-ES). ., FHC FIRE HOSE CABINET T&G TONGUE&GROOVE - F&I FINISHEDNDINSTLEVAnoN TB TOP OF IN 5. THE GONTRAGTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF THE F&I FURNISHANDTow TOPOFWINDow 6. PROVIDE ALL NECESSARY GUT-OUTS FOR THE INSTALLATION OF ELECTRICAL AND VOICE/DATA FPL FIREPLACE THx THICK(NESS)THROUGH GONTRAGTOR 5 EMPLOYEES, SUBGONTRAGTORS AND THE R AGENTS A D EMPLOYEES, AND ANY FIN FINISHED THRU THROUGH INDICATES DIRECTION OF VIEW - FT FIXTURE TOG TOP OF CONCRETE OTHER FER50NS PERFORMING ANY OF THE WORK UNDER A.GONTRAG WITH THE GONTRAGTOR. OUTLETS, THERMOSTATS, SWITCHES AND OTHER-DEVICES. FLUOR FLLUORESCENT TOS TOP OF STEEL FP FIREPROOFING UC UNDERCUT(DOOR) NUMBER INDICATES Tv TELEVISION 7. EXTEND ALL FIRE RATED PARTITIONS TO STRUCTURE' FILL ALL VOIDS WITH FIRE SAFING FL FLOOR ELEVATION FOS FACE OF STUDS TYP TYPICAL 6. THE CONTRACTOR TO, AT ALL TIMES, KEEP THE PREMISES FREE O ACCUMULATION OF WASTE FRT FIRE RETARDANT TREATED X MATERIAL OR FIRE-RATED GAULK, CONTINUOUS AS REQUIRED BY GODS. FTG FOOTING LINO UNLESS NOTED OTHERWISE SHEET NUMBER MATERIALS OR RUBBISH; PREMISES TO BE SWEPT GLEAN DAILY. FURR FURRED(ING) UUR URINAL Fur FUTURE UNF UNFINISHED WHERE ELEVATION 8. ALL FIRE EXTINGUISHER CABINETS OR ELECTRICAL PANELS LOGATED IN RATED PARTITIONS TO IS DRAWN 7. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS O WORK INGI-UDINC THE VAR VAR ES ELEVATION SEBE BAGKED WITH GYPSUM BOARD AS REQUIRED TO MAINTAIN PARTITION RATING. !� GFt GROUND FAULT INTERRUPTER V VB VANITY BASE(CABINET) CONSTRUCTION ACCES ROUT . FINAL GLEANING TO INCLUDE WINDOW AND CEILINGS. G GA GAUGE V VENT GALV GALVANIZED VAC VACUUM GAL GALLON VEST VESTIBULEq. CONTRACTOR IS RESPONSIBLE FOR FIRESTOPPING ALL NEW AND EXISTING FIRE RATED GT GROUT VB VERIFY INFIELD D-LABOR, MATERIALS, & WARRANTY PARTITIONS AND ALL PENETRATION THROUGH RATED AREAS INCLUDING SLAB5. SEAL TO MAINTAIN GC GENERAL CONTRACTOR VH VAPOR BARRIER - GB GRAS BAR VB VINYL BASE INDICATES DIRECTION GL GLASS VCT VINYL COMPOSITIONTiLE PROPER RATING. - GOVT GOVERNMENT VERT VERTICALOF CUTTING PLANE I. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROVIDE GR GRADE VP VENEER PLASTER GWB GYPSUM WALL BOARD VT VINYL TILE AND PAY FOR ALL LABOR,. MATERIALS, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT AND GYPS GYPSUM SHEATHING VTR VENT THRUROOF AXA NUMBER INDICATES WALL MACHINERY, TRANSPORTATION, AND OTHER FACILITIES AND SERVICES NEGE55ARY FOR THE PROPER 10. WHERE EXISTING FIREPROOFING HAS BEEN REMOVED AT COLUMNS OR BEAMS, NEW OF FL WASH WASHINGMACHINE FIREPROOFING TO BE INSTALLED TO COMPLY WITH THE REQUIRED FIRE RATING. GONTRAGTOR TO HDR HEADER W WD WOOD SECTION EXECUTION AND COMPLETION OF THE WORK S p"' H HB HOSE BIBS WH WATER HEATER VERIFY IN FIELD. 1 .'' HC HANDICAPPED Wic WALK-IN CLOSET •'•' Q HCORE HOLLOW CORE W? WITH SHEET NUMBER + �': HTR HEATER W WEST(OR WIDTH) 2. THE GONTRAGTOR SHALL AT ALL TIMES ENFORCE STRICT DISCIPLINE AND G00D ORDER AMONG Q <� HDW HARDWARE Wrl WATER CLOSET WHERE SECTION IS 11. WHERE PIPES, GONDUITS OR LOW TENSION WIRING PENETRATE A FIRE RATED ENGL05URE, THE HDWD HARDWOOD WIN WINDOW THE GONTIRAGTOR'S EMPLOYEES AND SHALL NOT EMPLOY ON THE.NO K ANY UNFIT PERSON OR SPACE AROUND SHALL NO EXCEED I/2 :AND SHALL BE PACKED SOLID WITH BATT INSULATION AND • .� Z; • HGT HEIGHT W/O WITHOUT DRAWN T " HM HOLLOW METAL WP WATERPROOFING ANYONE NOT SKILLED IN THE TASK ASSIGNED THEM. p HOR HORIZONTAL WT WEIGHT ,/� FITTED WITH ESGUTGHEON PLATES ON BOTH SIDES OR EQUIVALENT TREATMENT TO INSURE :- p HP HIGH POINT wWM WELDED WIRE MESH A3A 2748. .•. HRo. I"N°Ltl'EuoF 3. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH GOMPLIANGE WITH FIRE RATING. /' ;`� HVAC HEATING,VENT.&AIR COND. �^S':• L(/ HW HOT WATER WALL SECTION THE BEST PRAGTIGES OF THE TRADES INVOLVED AND IN.GOMPDA GE WITH BUILDINGREGULATIONS V�� .,• �j�?•,,••'�� AND/OR GOVERNMENT LAWS, STATUTES OR ORDINANCES GONGERNING THE USE OF UNION LABOR. 12, WHERE DUCT OR PART OF DUCT IS RUNNING PARALLEL OVER FIRE RATED PARTITION; EXTEND nDisut mtsINStu°ELAn°fo'MNER RATED PARTITION AROUND DUCT TO EFFECT COMPLETE MAINTENANCE OF FIRE-RATING. RED AR INT INTERIOR IN INCH 4. CONTRACTOR .AND SUB-CONTRAGTORS TO FIELD .VERIFY ALL DIM NSIONS. AND CONDITIONS ..... !JT JOINT ',.. JAN JANITOR JST JOIST(FLOOR OR ROOF) NUMBER INDICATES KD KNOCKDOWN(CEILING) X DETAIL - K KIT KITCHEN « KIS KNEE SPACE • --- SHEET NUMBER DETAIL WHERE DETAIL IS DRAWN INDRI () LO RESIDENCE r 1 . RO' IT'E,G'TURE I '4 JAA ARCHITECTURE INC. j 271 6 ST. JOHNS AVE. JACKSONVILLE FL. 32205 P: (904) 379-S I OB E: JOHN@JAAARCHITECTURE.COM LIC. AR92748 LOT 3 LOT 3 THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF DESIGNERS SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERVIED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED ----_— FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE EAST/2 DESIGNER. i I I EAST Y2 LOT 4 LOT 4 500`0'24''A 50.05'(M) 500°I b'24"W 50.05'(M) LOT 5 I � ExISTIN� FENCE LOT 2 LOT 5 50.02`(R) Ex15TIN� FENCE LOT 2 ' 50:02 (R) ; : L _ O — � T � D� O M O 1 O - Q — D REI>_OGATED D- NEST)/2 _ 2 O O O -T SHED - O — � � y ��o o EXISTING —\ z L� - - LL SHED LOT 4 - NEW Pool °; j ALL GOPI N6 ff O — cw GURB5 TO BE B'LOGK IC ,� �- ...J 1 ALL COPING _GUR55 _ T� �� - PERVIOUS PAVERS TO BE PERVIOUS I 7� U) PAVERS NEW PERVIOUS MM O PAVERS -STYLE W Y - � TBD BY OWNER f �� 10' O" NEW FENGE - STYLE A/G NEW PERVIOUS - TO MATGH EX15TIN5 < GOOUINA SHELL - 15,4' W z NEW 3X3 POOL 20.3 1 EQUIP. PAD 0 — Q 1 - WEST/2 _ LL� NEW 3X3 AIG PADS 8 � LOT 4 POOLLo ter, 1 E3LOG< 16 'FOUIP. 1 C,o 1 ` ., ^ cz -EXISTING 2 51ORY WOOD 0 OO FRAME RESI DENGE PAD #645 647 A/C cz 2-STORY WOOD , AD Q m #645 647 m U-) u 1 O oC m cSJ w ((� Z O w LLJ z NEW FENCE WI GATE - O STYLE TO MATCH 5'-0EXI5TIN6 5'-0" y LOT I LOT PROPERTY LINE PROPERTY LINE FRONT SETBACK O Q N NEW FRONT PORCH C\ O � R>=vlSlatys ALL GOPINC � GURB5 TO BE L m N m — PERVIOUS PAVERS Q — # DATE DESCRIPTION LU W Q cs f NEW PERVIOUS D- ® �� COQUINA SHELL ��q LLJl 1 2 IZ ° — 1 LL1 LL D- DRIVEWAY WALKWAY . 1 O 3 LL- ° - O n H jZ LL D- 4 - g 7 N0000q'32"W 50.02'(0) NOO°0CI'32' W 50.02'(0) NOTE: F 50.00'(P) 1. NO WATER RETENTION NEEDED, DOES �. .FC O 50.00 (�) NOT EXCEED THE 4005011-T LIMITON`9.yQ/Q J �I O�� J� � I BOULEVARD O 1 1 �� / J� �� 2. GRADE TO SLOPE AWAY FROM HOUSE 0� �OV � � A UL �./ A ON ALL SIDES FOR DRAINAGE PURPOSES � � D? � .0 z ( O' NICHT OF WAY) (60' R1 HT O WAY) � 1A 92 8 �► z 1 EXISTIN5 SITE PLAN z 2 NEW SITE PLAN AO.1 1/8" = 1'-0" AO.I /8" ' _ I -O" LOT COVERAGE SITE PLAN NOTES A' E . 3.4.2016 LOT GOVERAH I. IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO STAKE- UT J T # : 15-086 AREA SOFT PERIMETER OF STRUCTURE � FIELD VERIFY ALL SETBACKS PRIOR TO AREA SOFT GOMMENGEMENT OF GONSTRUGTION. SHEET HOUSE 1,521 2. FOOTPRINT PLACEMENT 15 SHOWN FOR REFERENCE ONLY S 15 SUBJE T SHED qO TO GHANGE_- REF: NEW SURVEY OR LANDSGAPE PLANS (FINAL HOUSE HOUSE 1,243 FRONT PORCH 14.25 LOCATION TBD BY THE BUILDER OR 5.G.) SHED qO ALL CURBS q5.6 FRONT PORCH 3q POOL COPING 36 5. VERIFY EXIST. FLOOD ZONES & GOORDINATE ALL REQUIRED A/G PADS 18 A/G PADS 18 DOGUMENT5/REGUIREMENT5 W/ NEW BUILDING LOGATION IF APPLIGA E. DRIVEWAY 472 BACKYARD PAVERS 230.8 4: VERIFY ALL CODES 4 RESTRICTIONS WITH STATE � LOCAL TOTAL 1,862 TOTAL 2,005.65 MUNI GIPALITIES PRIOR TO GONSTRUGTION, PERMIT SET I ARITETT U R E I3 JRA ARCHITECTURE INC. 2716 ST. JOHNS AVE. JACKSONVILLE FL. 32205 P: (904) 379-5108 E: JOHN@JAAARCHITECTURE.COM LOT 3 LIC. AR92746 I THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF DESIGNERS SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERVIEO FROM THIS ---- DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT SE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER. EAST)/2 I LOT 50001B'24"N 50.05'(0) EXISTING FENGE i LOT O � LOT 50.02I(R), ■�w r r >.uu _ O [j Lu LLJ EXISTING Q LL 5-HEDLL W CN 1 CN APPROVED DUMP5TER GHEMIGAL TOILET (y Z > "j 0 (j) _ m = o ' Z 1 AIG I - ---, —_=J------ AIG --r r i-T�\ I l I I I LLQ--�L -- ---------Z� H I I ' �/ � GENERAL DEMOLITION HOTS _ 1. REMODELING AND/OR ALTERATIONS OF AN ------ ----- ---- I �_------� - �(�'� y EXISTING BUILDING? REQUIRES THAT GERTAIN - -----------� I - i "�"' . ..: . ASSUMPTIONS BE MADE REGARDING EXISTING _r GONDITION SOME WHIGH MAY NOT BE VERIFIABLE 2-0 WITH OUT D --STROYING OTHERWISE ADEQUATE OR _ �I L- J m � SERViGEAB_E PORTIONS OF THE BUILDING. THE ARGHITEGT AND THE ARGHITEGT'S GONSULTANTS ARE I 1-I II m NOT RESPONSIBLE 1> i�o� �' ' II O FON GONDi -IONS DISGOVERED DURING r ` I iLL44n J�_��r � FOR CONDI ON THAT DIFFER FROM THOSE INDICATED. a r-------- �y_ THE GONTR \GTOR, UPON MAKING SUCH A DISCOVER'(, SHALL IMMEDIATELY NOTIFY THE ARGHITEGT AND __ J J L-- LL d OBTAIN A CLARIFIGATION PRIOR TO PROGEEDING r- -- u WITH THE WORK IN QUESTION. (_ tl I �, \`_u II I �- I 1I 2. DURING HE DEMOLITION PHASE AND SUBSEQUENT ----_� NEW CONST RUGTION, THE CONTRACTOR SHALL BE LOT RESPONSIB_E FOR MAINTAINING ADEQUATE SILT FENGE - -- _ EMERGENG " EGRESS FROM THE BUILDING AT ALL TIMES. GONTRAGTOR MUST IMPLEMENT INTERIM LIFE IL SAFETI' MEASURES, PROVIDE REVISED EGRESS MAPS LL-_�� _� (IE REQUIRED), TRAIN EMPLOI'EES AND/OR SUB-GONTR ,GTOR5 ON PROGEDURES THAT ARE ;' ' AFFECTED, AND MAINTAIN FIRE WATCH WHEN REQUIRED DUE TO SYSTEM OUTAGE. ----- 3. PATGH AND REPLAGE DAMAGE=D GEILING GRID l� O _ O AND TILES 45 NEGE55ARY. cv O PARKING PARKING PARKING CE) REVISIONS T 4. ITEMS � BE RELOCATED OR DEMOLISHED ARE SPOT SPOT SPOT ILLUSTRATED AS DASHED LINES AND ARE NOTED. J # DATE DESCRIPTION CL SPE DEMOLITION NOTES. OCLLL W } 5. WHERE DDOR5, WALLS, AND OTHER STRUGTURES On i2 LL ARE REMOVED, PATGH ADJAGENT WALL AND FLOOR 3 SURFAGES TO MATCH THE EXISTING MATERIAL. 4 -- - - - - - - En - 6. NEATLY TUT OPENINGS AND HOLES PLUMB, SQUARE, ---- -- --- -- I11 AND TRUE TO DIMENSIONS REQUIRED. 24'-0 OPENING 7 7. ITEMS IINLIGATED TO BE DEMOLISHED SHALL BE D15FOSED OF LEGALLY: N00°Oq'32"A 50.02'0) NOTE: OF Ft 50°00 (P) GONTRAGTOR MUST HAVE THE ENTIRE SITE 'CRs ON _'pj GLEANED BY FRIDAY OF EACH WEEK. THI5 co IT INCLUDES 5GRAP LUMBER, CONCRETE REMNANTS O C E A N BOULEVARD AND OTHER SUCH CONSTRUCTION DEBRIS '� 1y'; • PARTITION LEGEND INCLUDING GANS, METAL, PLASTIC, AND PAPER. AR p � (60' RICHT OF NAI') �'�c.� ,/ 2 EXISTING, WALL TO REMAIN FRED ARG [-------- - --] EXI5TING7 NALL TO BE DEMOLISHED z SONSTRIJCJION SITE MANAGEMENT PLAN NEW WALL 1 -0 I/8° = 1'-O" SITE PLAN NOTES ©RTE : 3.4.2016 1. IT 15 THE RESPONSIBILITY OF THE GENERAL GONTRAGTOR TO STAKE-OUT P R J CT # : 15-086 PERIMETER OF 5TRUGTURE � FIELD VERIFY ALL SETBAGKS PRIOR TO GOMMENGEMENT OF GONSTRUGTION. SHEET 2. FOOTPRINT PLACEMENT 15 5HOHN FOR REFERENCE ONLY & 15 SUBJEGT TO GHANGE — REF: NEW SURVEY OR LAND5GAPE PLANS (FINAL HOU5E LOCATION TBD BY THE BUILDER OR G:G.) 3. VERIFY EXIST. FLOOD ZONES � GOORDINATE ALL REQUIRED DOGUMENTS/REQUIREMENTS W/ NEN BUILDING LOCATION IF APPLIGABLE. 4. VERIFY ALL CODE5 � RESTRIGTION5 WITH STATE a LOCAL A 0 ■ 2 MUNICIPALITIES PRIOR TO GONSTRUGTION. PERMIT SET i I AR C H I T E 0 T UA JRA ARCHITECTURE INC. j 271 6 ST. JOHNS AVE. JACKSONVILLE FL. 32205 P: (904) 379-5IOB E: JOHN@,JAAARCh ITF-CTURE.COM I LIC. AR9274B THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF DESIGNER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERVIED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER. c � V V a M 0U) DEMO ENTIRE WALL INGLUDING WINDOWS — PATCH a REPAIR A5 z NEGE55ARYIll-Gill <11 Q DEMO ENTIRE NALL 4 11 > W[DEMO WALL - PREP DEMO WINDOW - DEMO WALL - PREP DEMO WALL - PREP W INGLUDIN5 WINDOWS - -------------------------- FOR NEW WINDOW PATCH . REPAIR FOR NEW SLIDING FOR NEW WINDOW - 0 '- __-_ _-_ __ _-_ _-_-____�----------t PATGH 6 REPAIR A5 -----F-7- F-T--7 T- �,,/ m - --- ---- -- ---�{r------- - i III I I I r NEGE55ARY I I I I i I ��-; 11 A5 NEGE55ARY DOORS - PATCH � Z CL05ET i i i i i �� REPAIR A5 NEGE55ARY 0 L— --- �� \ ---- ---------- i r— ------Tr-----fT--- -- — w —rr_-----T7__ --------- --7r--_—_—_—_:1r —rr_--_---_rr------ — � I -----' ----- I � ----- r----- — 1 ----_ ------ i DEMO WALL - PREP _ o I ====a DEMO HALL - PREP --------------------- LJ —t—DEMO DOOR - Z Z o FOR NEW WINDOW r LJ m FOR NEW WINDOW II PATCH REPAIR Qo III I I � II / I I 11 GL05ET n ' , I I L_; A5 NEGE55ARY II t DININ5 ROOM KITCHEN f rT i ' C ENERAL DEMOLITION NOTES t KITCHEN DEMO WALL -PREP DEMO WINDOW - = u ----- BEDROOM1. REMODELING AND/OR ALTERATIONS OF AN EXISTING BUILDING REQUIRES THAT GERTAIN ' i AS NECESSARY u I ASSUMPTIONS BE MADE REGARDING EXISTING `� o `� BEDROOM _ II II GONDITIONS, SOME WHIG"MAY NOT BE VERIFIABLE i it ii CLOSET I i i i I T' WITH OUT DESTROYING OTHERWISE ADEQUATE OR iii I i DEMO WINDOWS - = SERVICEABLE PORTIONS OF THE BUILDING. THE I t L------ L----- r- -� ------------------- SERVICEABLE ------------ --- ll I ------- i I --_ 11 I PREP FOR NEW WALL _� I f---- ------------ I ARCHITECT AND THE ARGHITEGT'S GON5ULTANTS ARE i ---- I t OR WINDOWS A5 I ----------------- NOT RESPONSIIBLE Hr� ------� L------� L---- �I� NEGE55ARY DEMO WALL - PREP - -------- -------- ------ t t FOR CONDITIONS DISGOVERED DURING CONSTRUCTION THAT DIFFER FROM THOSE INDICATED: DEMO ENTIRE WALL I I n t1 u I I I �_, I I - FOR NEW DOOR I I �-------------I _� CLOSET I I �� i INCLUDING WINDOWS - u THE CONTRACTOR, UPON MAKING SUCH A DISCOVERY, n PATCH a REPAIR A5 i SHALL IMMEDIATELY NOTIF r THE ARGHITEGT AND CLOSET NEGE55ARY jj i u ----fir J --- OBTAIN A CLARIFICATION PRIOR TO PROCEEDING I � ii � O I I I -}, ,---------- WITH THE WORK IN GESTION. I I 111 I � I DEMO WINDOW — u> i=u� �----- ,I � I t I I I I I DEMO WALL — PREP �— DEMO WALL — PATCH ff REPAIR I I I t i i ————� I FOR NEW WINDOW 2. DURING THE DEMOLITION PHASE AND SUBSEQUENT �t� LIVING ROOM � -- ---- -------- A5 NEGE55ARY e u_- { I --------------- ---- I --==a PATCH S REPAIR I I I f = L---- -------r: NEW GONSTRUGTION, THE CONTRACTOR SHALL BE _ I I AFS C H I T E G:T UA E - IItC JAA ARCHITECTURE INC. 271 6 ST. JOHNS AVE. JACKSONVILLE FL. 32205 P: (904) 379-51 OS E: JOHN@JAAARCHITECTURE.COM LIC. AR92746 THIS DOCUMENT, ALONGWITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF DESIGNER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERVIED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER. 3 1 A5 A5 A4 01 01 e 2'-6" b'-IQ" 2'-2" 5'-10" 2'-0" 2'-3 it-3" 01 LO, 30 5H 304 5H 304 5H 306 5H 2) 0 SH 30 0 5H 30 0 5H J HEAD EIGHT 6� HEAD GHT 0 HEAD IGHT @ HEAD IGHT® NEA EIGHT HEAD EIGHT HEAD YEI6HT O�N�RL NOTES 8'0"A.F.F. 8'-0".AFF b'0'A.F.F. 8`0"AFF &,-0..AFF T'-0' A.F.F. T 0'AFF. I� o 0 0 o O o ® cn O i N 'n lD� 1. VERIFY ALL INTERIOR BEARIN5 WALLS __ MD - - -,o 1 �_= OFFICE o=4 � a o� q'-8" X q'-5" o 0 0 PER STRUCTURAL ENGINEER Cl o -' a� - = m= BA FH COVERS PATIO I �oco 2: PROVIDE ELECTRICAL CONDUITS TO '- " " 24'-7" 8'-O" I r ISLANDS A5 REQUIRED 10 2 5-O i N 2668 AKT I I ..��. 3, ALL FLOOR FINISHES TO BE DETERMINED N Z LL ® 3061 06 FIXED 306 FIXED BY OWNER i J HEAD EIGHT o HEAD E16HT @ I l'-0' A.F.F. 6068 SLD 6L5 6068 5LD 6L5 T 0 A.F.F. W T 0 U) 4. FIRST FLOOR EXTERIOR DOORS _ WINDOWS TO HAVE -O HEAD HEIGHT BEDROOM 4 4 6 5 b -3 4 2 QD r II'-2" X 13'-O" A.F.F. UNLE55 NOTED OTHERN15E m I,ID 5, SECOND FLOOR EXTERIOR WINDOW5 TO MASTER BEDROOM n O _ o a W N ( ®� 14'-0" X Il' O O HAVE 8-0 HEAD HEIGHT A.F.F. UNLESS _ o W o �6 _ m 2 0 q'-6" XTS'-0" I I 00 NOTED OTHERWISE m W 8 - O o - 3668 BI FLD i O ti LIVING ROOM W � z 0 b. BUILDER TO VERIFY.MIN. 24" SILL HEIGHT CLOSET BEDROOM 3" _ _ _ , ° � , C� ALL SECOND STORY WINDOWS s b`-b" X 3'-2" � I -2' X II-4 ° ° 15'-O" X 13'-6" LO_ J 7. ry ALL DOOR 8 WINDOW BRAND TO BE s ------------------ ALL ------------ m �mv s O a Rk5 N Z SELEGTED BY OWNER % I / 3668 BI FLD � LINEN R k 5 -' SAFE ! 8. PROVIDE ALL REQUIRED 2X BLOGKINS IN \ n` ------ -- CLOSET I O - - -- _ 6'-2°X_2'-6" D rt 6ARA5E M D I-- 36b8 BI FLD _ - N WALLS FOR CABINETS � TV'S O N R k 5 - 4'' 10'-b" X 26'-0" a: ALL CLOSETS & PANTRY 5HELVIN6 TO BE d -- 3'- " -1'-0" 51-0" L - �� ° '* ----- I'-2 �` = Z 4 DETERMINED BY OWNER d ! LnLI O X66 o IS HALL HI TEMP. 3. 6.. -6 2 vl a G'- r _ _ 5LA55 PANEL _ _ e BATH o _ _ - ----- - -� -g X 5, I, _ m b' CONCRETE PARKING e�� o s 2 10, PROVIDE WD. OR FIBERBOARD TRIM L-- m OVER GONG. FOUNDATION UNDER 4 ooh bv� U A4 CURB ANCHORED WITH A4 EXTERIOR DOOR THRESHOLDS $ FLUSH li ° oe� STEEL REBAR SPIKES DODR FRAMING TO TRIM (NOT) GONG. DINING ROOM m LAUNDRY MASTER BATHROOM - n O 5-6 XS-2 Rk5 m -y - -----------_ - . Q, I'-I I X Ib-3 L� `,F'6 O O = I O �' n O O N N a D, 1 J 8yc CLOSET =I m= r f 5TAIR NOTES f_7 --- ---- 1'-0" X 3'-6" m z x a 2'-b" o Q IA Q ° 0 3668 BI FLD n i a _ o I 1. (Ib) EQUAL RI5ERS AT 7-1/2" EA (IT) EQUAL TREADS AT 10" W/ I" NOSING EA % 2668 PKT - tip" 9 (TOTAL TREAD DEPTH TO BE II" MIN) 2'-4'' b'-2 ® m y - ¢ T�uREF. a LI EN oho _I ( a - w u 2. TREADS SHALL BE 2XI25 GLUED @ NAILED m Ooq O he ti�b�' m f = �°� O O i o o _ ( REVISIONS (RIPPED DOWN AS REQUIRED) _ O -- -1�31 ------------ - i I 0 1'-10" I /; - i DIw I # DATE DESCRIPTION BEDROOM BEDROOM 2 m 3. RISERS SHALL BE IX8'5 5LUED & NAILED R a 5 _ I 1 --- �- --- 10'-2" X 12'-0" 0 10'-2" X 12'-0" � ��`� I { OPEN RAILING (RIPPED DOWN A5 REQUIRED) 2 0 - 0 D6o O i a QTGHEN I 3 4. LANDINC75 SHALL BE GON5TRUGTED OF - In 1 w r - 3 I MASTER CLOSET I O x m _ FOYER v 3'-Q" X 12'-O" i - 2Xb'5 @ Ib O.G. AND DECKED W/ /4 �^ , - r ^ - II 1_ II I v i m I U/ PLYWOOD 5LUED SGREWED, U.O.N. I -3 X 7 0 i m m 6 5. 5TRIN6ER5 SHALL BE 2X12'5 EQUALLY 51 b' a o o I 7 � I VILA SPACED (TYP) a� - � � O FFL 9080 5AR 6E DOOR '� •••...,h O 30 5H 30 5H 306 5H 30 5H 306 5H 306 5H 4 30 O SH 3040 5H �(y HERD IGHT® HEAD EIGHT @ HEAD EIGHT @ HEAD EI5HT® HEAD EIGHT @ HEAD EI6HT @ HEAD HEIGH ®7'-b" ,EF. HEAD HE16H T-b°A.F.F. f.'•d M b'-0"A.F.E. 5'-0"A.F.E. 6-0"A.F.F. b'-0"A.F.F. b'-0"A.F.F. b'-0"A.F.F. Ik ! <�1 AREA IST FLOOR 1054 2ND FLOOR 1564 TOTAL LIVIN5 2618 2'-5 6-4" I -q 2-1 31-41, 2-5 2'-5" 11-61, 51-11, 5-O 5'-4!' 4- ' 3-f0 4-3 b 3'-2 3 I �TFR p'ARG�� 15T LVL FRONT PORCH 28 I'-3" 10'-b" 3'-f " 7'-10" 2'-b" 3'-q" 2'-b" 4'--7 -b" I" 10'-4" 1'-q" I'-1" b'-7" II" 5'-q" '-0' D T E: 3.4.2016 PATIO UNDER 2ND STORY 182 6ARA5E 2q8 TOTAL NON-LIVING 50g -- P R J C T #: 15-086 TOTAL SQUARE FOOTAGE 3126 SHEET A� A5 A4 KA PARTITION LEGEND EX15TINO WALL TO REMAIN --------------- EXISTING WALL TO BE DEMOLISHED z 2 NE�/ SECOND FLOOR PLAN z I EA FIRST FLOOR PLAN NEW WALL A2 1/4" = 1'-0" A2 PERMIT SET I A R CHJT 'EGTURE - IIV.0 JAA ARCHITECTURE INC. 2716 ST. JOHNS AVE. JACKSONVILLE FL. 32205 P: (904) 379-51 OS E: JOHN@JAAARCHITECTURE.CDM LIC. AR92748 THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF DESIGNER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERVIED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER. { Jo N TYP. U. 7 o Cly o _ D- Noy - - _ - _ - - - - - - - - - - - - - � z {„) dC O wW II Z U m I0 0 W Lo — 1t t t � WALL BELOW,. TYP. I { L I DENOTES HINDOWIDOOR 0 w u, BELOW I�1� _. I. THE ROOFING PLAN 15 GENERAL IN NATURE AND 6. OWNER OFTION: FROVIDE ALUMINUM OUTTERS � 1 INDICATES AFFROXIMATE CONDITIONS AT THE DOWN5POU75 IF SELECTED BY OWNER. Or, TO I FROUECT 51 TE AT HE 71 ME `THE ROOF INO IS NSTALL/COORDINATE. N READY TO BE INSTALLED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND/OR OWNER OF ROOT INO SHINGLE DOLOR TO BE SELECTED BY ANY DISCREPANCIES FRIOR TO iFROCEEDING AITH OWNER SELECTED MANUFAGTURER THE WORK. �5. METAL FLASHING TO BE 26 GA. G®r-f0 OAL\/ANIZED UNLE55 NOTED OTHERWISE. 2. GENERAL GONTRAGTOR TO GOORDINATE WITH TRUSS MANUFAGTURER AND MEGHANIGAL UNDERLAYMENT TO SELF ADHERING UNDERLAYMNT 1 CONTRACTOR THE PRO\/ISION OF ALL A/G DU .7 MEMBRANE (FOLY51-A55 TU PLUS OR EG2UAL) OR OTHER I I WORK OPENINGS TfHOUCH TRUSSES. SUBMIT SHOP C,ODE GOMFLIANT UNDERLAYMENT AS SELECTED E3-( OWNER DRAWINOS FOR APPROVAL. IO.FROVIDE FRE55URE-TREATED WOOD BATTENS 3. I�ENERAL CONTRACTOR AND TRUSS A5/IF RECOMMENDED 5-Y MANUFAGTURER, AND FOR ALL I t MANUFAGTURER TO DOORDINATE ALIONMENT I ROOFS w/ 5LOFE5 GREATER THAN 7:12. I Y DISCREFANGIS GONTACT THE WHEN BATTENS ARE USED, PROVIDT BATTENS TRUSSES, IF AN AND OR ARCHITECT PRIOR TO 4'®O" LONG MAX. W/ 1/2" SFAGE BETWEEN ENDS OF I _ OWNER / BATTENS, FOR WATER DRAINAGE. I t 3:12 3:12 FABRICATION OF TRUSSES. o l l. ALL ROOF I NO TO BE METAL STANDING SEAM t 4. FOR GOMFLETE ROOFING FLAN DE7AIL5 REFER TO STRUCTURAL DRAWINOS BY OTHERS. 12. ALL BEARING JOINTS TO HAVE O'-O" TRUSS HEEL t I I 5. ATTIC INSULATION TO BE AS INDICATED ON UNLE55 NOTED OTHERWISE. INDEX SHEET ADI AND FER THE PLAN N®TATIOdS I ) t I I REVISIONS t r J # DATE DESCRIPTION 1 ROOF ERAMIN6 DETAILS I 2 Ii 3 4 I. NEN ROOF FRAMING SHALL BE GONVENTIONALLY t — t t I � � :. I 5 FRAMED - REFER TO 5TRUGTURAL I 6 2. NEW ROOF FRAMING LUMBER SHALL BE #2 5PF OR t I t 7 BETTER t tt OF o� 3. ROOD SLOPE SHALL BE 3:12 UNLE55 NOTED �Q yip F( I R S� p OTHERWISE 4. ROOF 0 VERHAN6 SHALL BE 24" FROM FADE OF I t FRAME TO TAIL OF RAFTER - UNLE55 NOTED I I A O Z: t - AR927 QF h OTHERH15E t %6 \ 5. NEW ROOFING SHALL BE METAL STANDING SEAM 5ELEGTION BY BUILDER I I I { ARG II t 6. HEADER AND BEAM SIZES TO BE DETERMINED BY I t 5TRUGTURAL ENGINEER t I I DATE : 3.4.2416 L — — — — — — — — — — n i i 1. CONTRACTOR TO PROVIDE SOFFIT J C T ROOF VENTING — — — — — _ - P 15-066 AS REQUIRED TO MEET MANUFAGTURER 5PEG5. AND 1 6:12 6:12 1 o LOGAL CODE REGUIREMENT5. N SHEET .6:12 b:12_ 2.. O.H. TYP.' A3 @ I ROOF PLAN PERMIT SET A 14 ITEC TU I` EkIINC JAA ARCHITECTURE INC. 2716 ST. JOHNS AVE. JACKSONVILLE FL. 32205 P: (904) 379-51 OB E: JOHN(7a JAAARCHITECTURE.COM LIC. AR9274B THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF DESIGNERFS SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION OERVIED FROM THIS O TOP ROOF DOCUMENT, ANDIflR ASSOCIATED DOCUMENTS, MAY NOT BE USED +/ 2C7'-J" 3 12 FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS 12 WRITTEN PERMISSION OF THE DESIGNER. T/ TOP PLATELLI � L 11 �l LlI - - - - - - - - - - - - - - - - - - - - - - - - - LL - - - - - - - - - i I I: 1 METAL ROOFING 5ELEGTION BY METAL ROOFING - SELECTIP7 ON BY OWNER OWNER ! 1 iiLj li I I, LiLLL HARDIE SHAKE SIDING 4 TRIM - j I. HARDIE SHAKE51DIN5 TRIM (INSTALL PER MFR. SPECS) INSTALL PER MFR. SPECS) I � 1 I � � it I , - - f GOVT:FIBERGEMENT BANDING -- i I'c-: i t � , L T/ 2ND FLOOR A.F.F. j - I I - II -g � 4 T I - - - - - — — — — — — — — — — — — ' T/ TOP LEDGER/PLATE - - - - - - ---- — — — — - r GH --_. W N COVERED FRONT POR - DONT. FIBERGEMENT BANDING DECORATIVE COLUMNS TBD G , DECORATIVE COLUMNS TBD I I DECORATIVE COLUMNS TBD BY BUILDER (RE: STRUCTURAL) j ( BY BUILDER (RE: STRUCTURAL) BY BUILDER RE: 5TRUGTURAL) STUGGO EXTERIOR - FINISH TO STYLE OF EXTERIOR DOORS \ ! I ;,, � .. YBUILDER � � � � � BE DETERMINED � I B AINDONS TBD BY BUILDER ` o COVERED PATIO .�,� I L OU) I STYLE OF EXTERIOR DOORS Z rikT/ SLAB AINDOAS TBD BY BUILDER w - O'-4" T/ ORADEQ -- I I __ - __._..__ - - - - - - - - +/- o -o VERIFY 4 NOH OOATON 3 GEST ELEVATION . III T/ TOP ROOF 261-5 11 12 I METAL ROOFING - SELEGTION BY 3 to ONNER 6 I T/ TOP PLATE - - - - - - LLL I - - - - - - - - +/- 2f'-B 3/4" — REVISIONS -I� I .# DATE DESCRIPTION I HARDIE HAKE SIDING 8 TRIMLi (INSTALL PER MFR. 5PEG5) 2 METAL ROOFING - SELEGTION - BY OWNER 1 L- J { LLL h— 4 1 4 METAL ROOFING - 5ELEGTION BY HARDIE 5HAKE SIDING 6 TRIM 5 LOANER dL Lij (INSTALL PER MFR. 5PEG5) I I ' T/ 2ND FLOOR A.F.F. I - OF Fto I - J/4 - - - - - - - - - - - - - - - - - -.. - - - - - - - __ - - _ ��„.............. + - - S a'�y �Q T/ TOP LEDGER/PLATE z of I z. � :..• AR � DONT. FIBERGEMENT BANDING �j 1�! t(e STUCCO-EXTERIOR - FINISH TO BE � / •„6 ,,. '� S _ t DETERMINED BY BUILDER � �\ \ � G RED AR STUCCO EXTERIOR - FINISH TO I BE DETERMINED BY BUILDER DOORS \ \ STYLE OF EXTERIOR � ❑ � ❑ DATE : � AINDON5 TBD BY BUILDER ® - 3.4.2016 P R J T #: I G 15-086 T/ SLAB STYLE OF EXTERIOR DOORS N +/ _4 & AI DONS TBD BY BUILDER SHEET \ Ll � ❑ ❑ - - - - - - T ORAD L��lfl UiL� LLLJL46,=,=�� I i -ILLU Li +/_ O _OVERIFY I EAST ELEVATION 2 SOUTH ELEVATION I A4 IJ4" = 1'-O" PERMIT SET �I u III" Oil u i I I GENERAL CONTRACTOR TO PROVIDE FLORIDA PRODUCT APPROVAL INFORMATION ON METAL ROOFING, FLASHING AND VAPOR BARRIER. INSTALL PER CODE AND MANUF. SPECS. METAL 5TANDIN5 SEAM ROOF INSTALLED PER MFR. SPECS OVER A R Cj 14 1 T E C T'U A- E - 1 40 IX3 FURRING STRIPS N/ APPROVED INSULATION MIN. 7/16 055 ROOF DEGK OVER CONVENTIONALLY 12 JAA 2716 SST.T. JOHNS S AVE.INC. A FRAMED ROOF (RE: STRUGTURAL) 3 i P: (90 ) 379-JACKSONVILLE �t_. 322a� P: (9174) 379-5708 E: JOHN(PJAAARCHITECTURE,COM LIC. AR92748 / Y f 1 \� v THIS DOCUMENT, ALONG WITH T.O. TOP PLATE -�' �A-�,J'r ,. _i 1v ASSOCIATED DOCUMENTS, IS AN — — INSTRUMENT OF DESIGNER'S SERVICE FOR THE EXCLUSIVE USE -- --- , AT THE PROJECT TITLED HEREIN. — , INFORMATION DERVIED FROM THIS R-30 FIBER 3LA55 BATT J DOCUMENT, ANO/OR ASSOCIATED. DOC UMENl-5 MAY NOT BE USED } INi SULATION PER BUILDERS OVERHANG PER ROOF < SPEC. '. PROJFOR OTHER WORK(S) OR PLAN j — ECT(S) WITHOUT THE EXPRESS -\ WRITTEN PERMISSION OF THE 1/2" GYP. B ,. GEILING DESIGNER. VENTED SOFFIT yJ, (2) 2X4 TOP PLATES 51 MP50N TS:D STRAPS @ 32" O.G. UO d %z" 6WB NEW 2X6 DOUBLE TOP PLATE r z x 2X4 STUDS Q 6" O.G. Qz NEW 2X6 STUDS @ 16" OG. x3' SISTER JOINED To EXISTING } / j 2X4 STUDS ,''' 0 PANTRY SHELVING TO BE MAX DETERMINED BY OWNER -- �- CLOSET SHELF & ROD r v REMOVE EXI5TIN5 2X4 TOP - - PLATES ; r�. 1/2 GYP. BE), ON NEN2X6 ;, } (3) 2X12 STRINGERS NX SYP #2 FR ,MING @ 16 O.G. EXISTING 2X4 STUDS TO } SISTER JOINED TO EXISTING 2X TREAD MATERIAL REMAIN %- 2X4 FRAMI dO N/ R-Iq BATTco INSULATION PER BUILDERS 3/4° RISER MATERIAL v _ c 5PEG. -- L _ (2) PLYWD OVER 2X6 JOISTS ., 4 V HARIDE SHAKE 50INO TRIM ` 3/ll THREADED ROD @ 32' OVER APPROVED HOU5ENRAP O.G. MAX @ALL CORNERS W I i ED PER MANUF_ SPECS )� ) EACH SIDE OF NALL � � INSTALL 2X4 SOLE PLATE - STYLE AND COLOR TO BE ' OPENINGS - MIN F" U I DETERMINED BY OWNER/O.G. r EMBEDMENT MIN 2X2X1/8" L° WASHERS 8 NUTS D ( '\x !\ X ��,��\.\\/.`\,•.\.\�•\\\\\ \� �, \\, ,.. �,\\\�:�\,\\\\,\x,\`<,\�� / SUB FL OR FINISHED \ CONT. FIBERGEMENT 4 \, // / \, /;:/ M FLOORING (O BE \/>\ /\\ /\/\/ \ \/\ , <,\ \ \ \ \ \ '\'`."\,\\\\\ \\,<\ \i \ \ \ ,\ \ \\ \. `,\ \\ ,\ ,\\ \\ \\i \\ \ \\ \ BANQINO @ lo'-b" FROM \,\ \ -'/\\, ,\ \ \,\,,\ \> \ \ NER G.G. / / // /i// r/ //</ / ./ // / / / ; //\/ / /\\/ \/ \\/\\/\/\ AB DETERMINED BY OW / / // / / / /\/ / \/\/\/\/\\/ \r \�\ \\�\v \.• \\ \ \ \.\\\\\\\;\\'\\ a\, \,.\ r \, \i\\✓ /\/\/>/\, \/\\/ </ . .,/\:< \\\/\ /\/\,'\/•.!\ \ :,\ \\. \ .\\\1\> \ T: : SECOND FL A.F.F. '/i!! %`/i /.// /,,r,,,,////,:/ //, Q., -- - - - - - - - - - - r //\11 11 11//ZZ`/ % T%\ /\% % `% % %j% �J / / r / v V/wl (� /\/TV/j�•�/V i\r'\i v/�v/// //V/V//V/,/V//v/rte/, / L rIIhT.O. LEDGER f - - - - -- - - - - - - 3 STAIR SEGT I ON - Lr j 16" FLOOR SYSTEM - REFER / r TO 5TRUGT)RAL I f ' 2X6 LEDG :R @ 10'-O" A.F.F. 1/2". GYP. BD. ON NEN 2X6 SYP #2 FRAMING @ 16" O.C. SISTER JOINED TO EXISTING > 2X4 FRAMING N/ R-Iq BATT r INSULATION PER BUILDERS r , I SPEC. T/ TOP ROOF % ) CONVENTIONALLY i 2 12 FRAMED ROOF - RE STRUCTURAL I /� ' y.r y \.,�...,,.n.-��, x r,z.y�,..,�. .-•;Y .},r�1,��..�..,.f�^!.y'.,.ry..Y-. .t.�, „a,.,r:. ,� -....� _ -..�. ,.,�_. Y -V v ti-t-i"`Y [-Y--'�` Y l - _ : x T TOP PLATE i .�, :a-, ,�..• s ;t _ - — r _ ,_�.:� „x�,`,w'y.xx,. .--- - STUCCO =XTERIOR - FINISH ' / -- �l TO BE :DETERMINED BY 21'-b 31411 ONNER/O.C. - ' ' _ I CLOSET LINEN STAIRWAY/HALLWAY I MASTER BEDROOM I _ REVISIONS # DATE DESCRIPTION 1-1/2 EIFS FOAM - - INSULATION BOARD = l -- — 2 'i I AV A\ 4 1/2" DEN56LA55 SHEATHING W/ 1-1/4" SGREN5 @ 3/e° D.G. , 1 ,� 3 FLOOR SYSTEM - RE EDGE & I I/4 @ 8 D.G. - -- ' SIMPSON TSP STRAPS © FIELD,OVER 2X6 STUDS A5 _ STRUCTURAL 7 @ 16" O.C. 's2° O.G. U iN T/1 2ND FLOOR A. _\ - ` � F q X 3/8 ANCHOR BOLT EXISTING ;ONG. SLAB Q > 11T/ TOP LEDGER/PLATE ' Ft �`� ORADE (5LOPE ANAP ' 1 FROM STRUCTURE - TYP. STAIRWAY r i' • Z • T.O. SLAB ALL SIDES) ;" AR92 48 Q=A- - - PANTRY MUD ROOM �� PATIO I � OFFICE - — - - _ f p � a D I � I �iI I c ••«.» p ' T`R ~• I T.O. GRADE G O ,.! /� / // '/V'/ w - DATE : 3.4.2016 - /�%`�/�/ >//A�A; / �/'�/: UNDER � ��v X"v Xx/ NEW GONGRETE \\//'X/1/Vii A,A:�� y T/ 5LAB STAIR A/ v// / / —' __— -- SLAB Wl FOOTER P R J CT # : 15-086 /v/ i oy�/y`y,' wA�� V�� + _ STORAGE _ TRUGTURA v < ,�V,�\v �.vy,,A�v� o ;v., A/yy/,A,:' v A;wv.,:�y - A =_ - SLOPEls PER FT. / , , / / % / , y v/ �, y ,� /, SHEET (RE S L) /v � A v A CRUDE � � — — — — T — \ < / V �. AAA A A; \. A A /'. .A O .�.`:.v � yv.. vv-'v v ✓v, yr VERIF .AAAA v .,A A�, V /vim/•✓vii / / / i /// r / / ,A �`!V%• i v...v A A,A A v a v,v A iv > ./ ✓,. ,./ is < �. /' / ' � / /\X /' � / V �'� % / / A � vv-Av ;v.<.v ,v�>:'?�,v � / ,/ /-/� / ✓. �//, ,,/, /. /. i// /i, /i, // / .A �i. ., ./'�� ,.vA/`�Vi.� i' /,>l lZi/•/</./.::-✓ ///�.1,.../y/..,•</✓ 1!- .. ._ vVv/vA v �yA, v ..� .vAv.A/\ A A vv v vv ��vr<._ vvvivl�r✓�cu� ��-�,�/,ii,.//i,i tee', /,// iA,,,.v�T.y// .N/�iti///Ti//i,F///�, �, %�%%i//il/i/�v A ,A /A V A v� � \V � 5/ //, //, / �✓�i vv/,/vvv-/,N/y.r �..,�,!?vvr v✓vv�wy v��✓v`'w/vv!v, vv''/vvilliv�/v<i�i�i�iu,,,w /vvv ,wA wvywv,� xvv'<� / � � V -A' x„//✓i•li/i�'Y Aii��.✓v�v/i�w/i�,�v/i,!i�/vix/i,� �` � v;'v/vii/�.i�./.;,v,w�, /r>✓wi,/r,tri✓i;Yi`ulv>;�//v%i�Ty"Tiv///� /T'�,7 v / i. /: `/ i, / ✓i,.,v,/, y ``r:/v, �i`Y//r,./, .J,vy wy vy v��y��,vv v vv v v v,v v v v v,y„� �,vv,w w vv / �,/ v/ �iii.</�.'✓,i<�</i<iA,a✓!v ✓�i�iyiO!vv/v<v!v� -�,z//YiyyTi,, :/;:iv,T�/�/✓/vy,,r%✓v/'vy/v�,.�;i:/i/,�y;/moi/i/////.i�/�/%�'/i' 1/y, A/ / ,A/ ,A < ,�/' � � /. A ,. � �\/•v � / `vvv.,v,vyivw;, vv .v>vy� �>> - - - - - - „<<x,iv�<,vi✓wv'i�/y'��'ivl�/v:`�w�/vvy/v/v�� /.•v�y,�rvvv�vwvv�,.� �. /v \� � <�\/ � \� v,A�v A `�v �.. A� �y v//x/✓��yv��i.',<^.� ,juf�. ' �,�,v aviv ,/v�vr/v vyV/�/vy,/yam//v�iv}jv,,�i�,jv,/fir,,./��/jvj y/v/jv/.r/ , .A, � .v A v A iA V'�A�/V A y�'/ � \V � �i\A/�/.-. `ovw yv wy v�vv vvi�✓vvivvi-,�rvvi�w� �.'.;:✓v'/wijvi.w!�1/✓�/vlw/��/�'vv/v/vvlvA.�/��,,vv/vvw(�.<ivli�,�<'/v� �, A jA� V'\/,v �' ��/ v'/ y/� V'//\ \ r // .� / �lry,i✓�!�U:u- i,G :moi✓vim �.�,a v<�� / vvT .i,/'/'i /./ /i. '/✓i� y/ /✓ y/ ,vim ,.`v �� c 1= 1 BU I LD I NC SECTION PERMIT SET FRONT WALL G TION A5 3/4” 7 1'-O.. A5 1/4 = 1 -O i I 1A TYVEK BUILDING WRAP OVER ( I T E T' �..R E I NALUM. FLASHING OVER PLYWOOD INSULATIO SHEATHING, TYP. DRYWALL, JAA ARCHITECTURE INC. DRYWALL, EXTERIOR SIDING, SEE ELEV. 2715 ST. JOHNS AVE. FIN15H AS 5GHED, PAINTED WOOD BASE FINISH AS 5GHED. JACKSONVILLE FL. 32205 BLOCKING A5 REQUIRED FLOOR A5 SCP: (904) 379-5108HEDULED (SEE E: JOHN@JAAARCHITECTURE.COM FINISH SCHEDULE) 2X8 HEADER-. LIC. AR92748 4" WOOD GA51N6 (SIM. TO SLAB ON GRADE OR FRAMED ERASER MILLWORKS 8331-2) ` FLOOR TRIM OVERHEAD SUPPORT 5(STEM BYZ SHIM n:: \ NAILING FIN, TYP. THIS DOCUMENT, ALONG WITH AS REO'D ALUM. FLASHING W/DR�P EDGE, ASSOCIATED DOCUMENTS, IS AN MANUFACTURER INSTRUMENT OF DESIGNERS DOOR A5 5GHEDULED EXTEND UP 6" SERVICE FOR THE EXCLUSIVE USE ALUMINUM WINDOW FRAME,IE, W_ ATTHE PROJECT TITLED HEREIN. INFORMATION DERVIED FROM THIS GA51NG BEYOND SEE SCHED. DOCUMENT, AND/OR ASSOCIATED IN5ULATED WINDOW DOCUMENTS, MAY NOT BE USED HEAD FOR OTHER WORK(S) OR 12 POGKET DOOR HEAD POGKET DOOR HEAL/ 0 1 II 1 DOV V MEAD PROJECTS) WITHOUT THE F TH ESS f WRITTEN PERMISSION OF THE � DESIGNER. Ab I I/2"=i'-0.. Ab INSUL 6,TiON, TYP. ALUM. ELASHN I G, EXTEND )P 6", 5EAL TO TRIM BELOW DRYWALL, FINISH AS 5GHED. L INSULATED WINDOW ALU FLASHING _ ALUMINUM SILL W/ DRIP EDGE, EXTEND 2X HEADERALUM. FLASHING WIDRIP EDGE, UP 6" 5EAL TO TRIM BELOW WOOD GA51 NG DRYWALL, J FINISH A5 5GHED. NAILING FIN, TYP. DRYWALL, FIN15H A5 5GHED. I 2X6 WOOD FRAMING 2X6 HEADER DOOR CASING BEYOND I SEE ELEVATION FOR FIN15H DOOR FRAME SHEATHING W/ i DOOR FRAME BEYONP BUILDING WRAP DOOR A5 5GHED. INSULATION `. V ,[ EXTERIOR DOOR HEAD 8 INTERIOR DOOR HEAD i ITITDOIT JAMB (DOOR TI'MILA „ „ � A6 1 1/2 - -O A6 /2 - O A6 11/2 - O r z U. o U) co DOOR A5 5GHED. z INSULATED WINDOW —DOOR FRAME BEYOND ALUMINUM SILL DOOR FRAME BEYOND j EXPANSION JOINT—', OINT DOOR CASING BEYOND ALUM. FLASHING L+�+ (TYP.) PAINTED WOOD SILK- [—H/DRIP EDGE Oco 1/4" DOOR SILL, Z ADA COMPLIANT FLOOR GOVERING (SEE FINISH DRYWALL, - SL NAILING FIN, TYP. W SCHEDULE) FINISH A5 5GHED. 5HEATHIN5 W/ u a/a°nP. SLAB ON GRADE INSULATION BUILDING WRAP SEE ELEVATION FOR FIN15H ('o Z SLAB ON GRADE OR FRAMED FLOOR SEE 5TRUGT, 6 EXTERIOR THRESH 5 INTERIOR THRESH 4 HINDON T 1_L A6 1 f/2"=I'-O" A6 112"=,1'-O" A6 1 112"=1'-O" a PT. 6X6 PT. 4X4 RAIL P05T 3/g"Q�X3" LAC 5GREW 3/a",VX3" LAG 5GREW 2X10 EDGE BEAM - MIN. 3" EMBEDMENT 2X10 J015T @ 16" O.G. TYP. Ll Ll I — — — —7PT. 51MP50N i2.5A Z-MAX GRADE — T HURRICANE TIE @ EA. JOIST PT. 2X2 PIC ET5 - - — — - - - - - - - W528-2 ZMAX HANGER EA. END PT. 2X4 (VE TIDAL) X4 RAIL POST PT. 2X2 PICKETS S PT. 2X6 TOP RAIL PT. 2X4 (VERTIGAL) PT. 4X4 RAIL P05T PT. 2X4 PT. 2X6 TOP RAIL (2) 2X8 P.T. BLOCKING REVISIONS VERTICAL TO 6X6 VERTIGAL TO 4X4 Nt # DATE DESCRIPTION r \ X 1 ATTACH 2X6 TOP RAIL N 2 I 5'-0" TO CENTER TO POSTS � VERTICAL W/ = 3 - PT. 2X6 TOP RAIL 8d COMMON NAILS OR (2) 4 j MAX ( #8 WOOD SCREWS @ I2 5 O.G. & MIN. (3) @ EA. 1/2" CALV. BOLTS W/ MIN. PT 2X6 OR /4 BOARD RAIL GAP POST. 2"X2"X3/6" WA5HER5, TYP. 7 a/g,( X 3� LAC 5GREW5 � z o 0 o p o 0 o a o 4�1 0 4X4 POST, TYP. 015T HANGER, TYP, PT. 4X4 POST O - PT. 2X4 VERTIGAL (DO NOT NOTCH) PORCH LVL BELOW OF F(O PT. 2X4 TOP � BOTTOM; �P�,.QER S t7�N 9 /Q ATTACH TO GUARD P05T coiT PT. 2X2 P'IGKETS 1 3/4 W/ (2) 8d COMMON NAILS P.T. IEN OST _ Col A OR (2) #8 WOOD 5GREW5 z. • n ' ON IN51DE FACE MIN. 3" p. N 2XEAM _ t A 2 8 1 EMBEDMENT _ �S 3� 2X10 15T TYP. ��'/.�1• �t l�0 J w 2X2 PICKETS, TYP. cS'�. �•. . ....,...••.''�� PT. 2x6 TOP RAIL FRED ARS' PT. 6X6 P05T -3/5"(P X 3" LAG 5GREW5 �0� OPENINGS SHALL NOT. . . (�° � DATE : 3.4.2016 ALLOW THE PASSAGE OF A TOP BOTT. MIN. (1) 3/8" CALV. LU528-2 ZMAX HA . END ' PT. 2X4 VERTICAL o 4' DIAMETER SPHERE LAG SCREW MIN. 3" EMBEDMENT P P r`.J CT �: 15-086 (2) 2X8KINCI 112' GALV / MIN. SHEET PT. 2X4 BOLTED TO 6X6 OR 4X4 (2) MIN.%2" DIAMETER GALV. ATTACH PICKETS @ TOP & BOTTOM W/ (1) #8 WOOD i PT. 2X2 PIGKETSTHRU-BOLTS � WASHERS 5GREW OR (2) 8d POST-FRAME RING SHANK NAILS2"X2'X3/6" , TYP. j W/ 0.135" NOMINAL DIAMETER - MIN. 3" EMBEDMENT PORCH LVL j 3 PARTIAL GUARD RAIL DETAIL TYP. r2 PARTIAL GUARD RAIL ELEVATION TYP. I DETAIL @ GUARDRAIL TOTT GONNEGTION TYP. Ab 314' = I'-0" A6 3/4' = 1'-0" -A6 3/4' PERMIT SET _� i i � . ARCH ITEC TURE - INC I_ a I � c JAA ARCHITECTURE INC. APPROVED HOUSEWRAP ! 271 6 ST. JOHNS AVE. OVER SHEATHING OVER � _yl, �„ j JACKSONVILLE FL. 32205 WD STUD WALL , I E' OHN@JAAARCHITECTURE.COM �„ � LIC. AR92748 I I DOOR HEADER (RE: STRUCTURAL) r � LINE OF DOOR OPENING n C ' ,k THIS DOCUMENT, ALONG WITH ! > ASSOCIATED DOCUMENTS, IS AN � ' � C , 6' i INSTRUMENT OF DESIGNERS h INSTALL6 WIDE i SERVICE FOR THE EXCLUSIVE USE i SELF-ADHERING MEMBRANE it v i AT THE PROJECT TITLED HEREIN. i CUT I i FOLDH�USEWRAP N I INFORMATION DERVIED FROM THIS 45°ANGLEEWRAPAT FLASHING OVERLAPPING DOCUMENT, AND/OR ASSOCIATED ANDA AROUND JAMBS INSTALL DOOR PLUMB, DOOR FRAME/a DOCUMENTS, MAY NOT HE USED LEVEL AND SQUARE PER �� i' ; FOR OTHER WORK(S) OR i' AND HEAD PROD-ECT(S) WITHOUT THE EXPRESS C MANUFACTURERS WRITTEN PERMISSION OF THE , � / ( WRITTEN INSTRUCTIONS DESIGNER. T UCTURAL F OR (RE-, {; E I I � i SHEATING ATTACHMENT TO �i iI Ii STUDS 4 I A i N BED OF SET THRESHOLDI SEALANT � � APPLY SEALANT AT STEP 5 STEP 1 STEP; STEP CORNERS AND FRONT EDGE OF THRESHOLD STEP 4 � MLD IP ,-- ' METAL ORIF CAP: l ---- - co SLP MIN 15° N 1.SEPARATE DISSIMILAR MATERIALS AS TO NOT ALLOW CUT MTL { ° -N GALVANIC REACTION FLASHING& to 18 APPLY 2. STEEL FLASHING SHALL BE(MINIMUM 24 GA) PAINTED, MEMBRANE �. FOLD FLANGE i _FOLD DRIP � PREFINISHED,OR STAINLESS STEEL 'FLASHING OVER DN ` ' VARIES 3.ALUMINUM FLASHING SHALL BE MINIMUM.040 FLANGE OVER JOINT OF DRIP PREFINISHED KYNAR COATED CAP {� \ _r/ Q METAL DRIP CAP DETAIL J INSTALL MTL DRIP ' CAP HEAD FLASHING ; i I! i INSTALL 6"WIDE � 0 (/) 007 INSTAL 6"WIDE f `" SELF-ADHERING MEMBRANE \ SELF-A HERING INSTALL 6"WIDE FLASHING OVERLAPPING MEMBRANE i SELF-ADHERINING ! MEMBRANE DOOR FRAME Y4' " \ i FLASH/ G OVER FLASHING OVER DRIP CAP NAILING ! i W FLANGE � DRIP CAP CORNER JOINT � I co ! z 0 { � MIN I ( MIN EXTEND SELF ADHERING I i MEMBRANE FLASHING 1" MIN I �, BEYOND JAMB FLASHING 1 ! ` SIM Z j A7 ! I , SEE DOOR DETAILS FOR FINISH/TRIM DETAILS I i STEP 6 STEP 7 STEP 8 STEP 9 -- { X R ! ® T (5/FL ` � i � L fi ON T, ' � _ �fi / � _ i APPROVED HOUSEWRAP OV Y_ < �� SHEATHING OVER WD STUD O REVISIONS I WALL X4r 4 141 INSTALL 6"WIDE # DATE DESCRIPTION SELF-ADHERING FLASHING 1 %a' OVERLAPPING DOOR j 1 LINE OF DOOR �ri, T X " FRAME la" 2 X � , 3 OPENING i Yl ) '� � %a� `� y INSTALL 6"WIDE X S SELF-ADHERING i , i i ! b � T FLASHING OVERLAPPING i MIN CUT HOUSEWRAP �,� DOOR FRAME Ya" ? '�� EXTEND SELF-ADHERING �'' HOUSEWRAP IN I ! FOLD HOUS � , ' j � INSTALL DOOR PLUM B, , I I ,I ' �� 1 _, AND AROUND JAMBS y� LEVEL AND SQUARE PER FLASHING 1 MIN BEYOND < JAMB FLASHING ! � MANUFACTURERS - �- 1 F - X WRITTEN INSTRUCTIONSo'"~d= ' h ! � 7 A 48Sim i C RE P,? SET THRESHOLD IN E ! X � SEALANT X y DATE APPLY SEALANT AT IAM" , X � 3.4.2016 -- FRONT SEALANDGE T Y �� , INTERIOR EDGE OF ( P CT 15-086 STEP 1 STEP 2 THRESHOLD STEP 3 STEP 4 STEP 5 SHEET � I fi � 0/F� 5H ! 0- ' STALL �7 L _ ! ! , No / i 75 1; ! PERMIT SET 1 DOTE A A CHITS T-U 't INC I. WINDOW INSTALLATION AND FLA5HIN6 DETAILS ARE GONSISTENT WITH A5TM E 2f12 METHOD A-I EXGEPT SELF-ADHERING FLA5HIN6 ARE USED. I JAA AST. J ARCHITECTURE A INC. 27)6 ST. JOHNS-AVE.. JACKSONVILLE FL. 32305 2. IT 15 THE GONTRAGTOR5 RESPONSIBILITY TO VERIFY THE P: (904) 379-51 Os COMPATIBILITY TE ALL PRODUGT5 INGLUDIN6 HOU5EWRAP, SEALANTS & E: JOHNC@JAAARCHtTECTURE.COM 5ELF-AL)HERIN6 FLA5HIN6 MATERIALS USED DURING GON5TRUGTION. LIC. AR92748 3. INSTALL ALL MATERIALS PER MANUFAGTURER5 WRITTEN Tt-ttS DOCUMENT, ALONG WtTt•i 5PEGIEIGATIONS ASSOCIATED DOCUMENTS, 1S AN INSTRUMENT OF DESIGNER'S WARNING_ SEALANTS/FLASHING MAY REACT ADVERSELY IF NOT SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. GOMPATIBLE INFORMATION DERVIED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER. APPLY 3" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD TEMPORARILY FOLD-UP d OR APPLY TO BACK OF WINDOW 5EGURE HOU5EWRAP (OR TUGK NAILING FLANGE IN W/ FLAP UNDER) AT HEAD PRE-PUNCHED HOLES OR SLOTS, CUT HOU5EWRAP AT 45 DEGREE ANGLE \ 1-35 � 1 MODIFIED I„ GUT IN ALIGN FLA iHIN5 W/ T HOUSEWRAP 1 INT. EDGE OF SILL 1 I R.O. f c co 1 l LINE OF WINDOW OPEN IN6 MEGHANIG L LY FASTEN HOUSEWRAP PN 1 AT JAMB5 4 SILL FANNED E 6E. gGAP NAILS, STAPLES) PER MFG �\ \ INSTRUGTIOdS Q U. / > j i / APPROVED HOU5EWRAP OVER CD STUD WALL l INSTALL G" WIDE ° o a4 INSTALL WINDOW PLUMB, SHEATHING OVER WD J,\ SELF ADHERING FLEXIBLE ""' FLASHING AT SILL l ; LEVEL AND 5OUARE PER MFR z �" 1 \ SLOPE SILL R.O.TO EXTERIOR WRITTEN IN5TRUGTION5 1 EXTEND FLA5NIN0 UP JAMB5 (9" MIN. CD STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 �] ii AA V MTL DRIP GAP I � Il �! ---> `�--- :� , METAL DRIP CAF: Co Z 5LP MIN 15 iv cq 1. SEPARATE D1551MILAR MATERIALS TO PROHIBIT GALVANIG REAGTION. FLASHINGGUT MTL ,F DE6. TO i�� 2. STEEL FLA5HIN6 SHALL BE (MINIMUM 24 GA) PAINTED, PREFINI5HED, OR FOLD FLANGE FOLD DRIP I� DEG. 8 STAINLE55 STEEL. DN / FLANGE OVER WINDOW FRAME 3. ALUMINUM FLA5HIN5 SHALL BE MINIMUM .040 PREFIN15HEI) KYNAR COATED. F `� � r METAL DRIP CAP DETAIL / / INSTALL 6" WIDE 5ELF-ADHERIN6 /r FLA5HIN6 OVER DRIP GAP % GORNER JOINT , r r INSTALL 6' FOLD HOU iEWRAP DOWN. INSTALL MTL DRIP GAP HEAD 5ELF-ADHERING TAPE AGR955 HEAD OF / FLASHING FLA5HIN6 OVER DRIP WINDOW THEN DIAGONAL l r � r GAP NAILING FLANGE GUT 10 r SEAL WINDOW FRAME TO INSIDE INSTALL 6 WIDE 5ELF ADHERING OF R.O. W/ SEALANT AT SILL AND �� A MIN 12" UP BOTH JAMB5 TO \; EXTEND 5ELF-ADHERING � � � ' �' �� \ i ,: � '; FLA5HIN6 OVER NAILING FLANGE ' N I" MIN BEYOND 1 J FORM A BAGK DAM. SEAL REVISIONS K FLA5HIN6 / V } AT JAM55 �, 5 JAMB FLA5HIN6 \ BALANCE OF FRAME WITH DATE DESCRIPTION SEALANT OR NON-EXPANDING FOAM (PROVIDE BAGKER ROD t --- MtN ' WHERE REQUIRED) 3 -- L % 4 7 5ELF ADHERIN6 FLEXIBLE © F EXTEND FLA5HING MIN I"BELOW � �I / /,- � \, \ FLASHING at SILL, FLUSH TO ��"sov � INTERIOR FRAMIN . QSILL FLEXIBLE FLA5HIN6 <. � \ i COO rv7 A7 I , A 92 8 rf��j - INT VIEW, � v tt�l(o :r r EDR G STEP 7 STEP 8 STEP 9 STEP STEP 10 DATE: 3.4.2016 P R J GT # : 15-086 SHEET ! � E LS --- _ - - 7 j I l PERMIT SET h i I JAA ARCHITECTURE INC. 271 B ST. JOHNS AVE. JACKSONVILLE FL. 32205 P: (904) 279-5108 E. JOHN@JAAARCHITECTURE.COM LIC. AR92748 THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF DESIGNER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERVIED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OFT HE DESIGNER. 1 i ! LGT I GL LCD FLOOD L15HT5, TYP. FLOOD L16HT5, TYP. SWITCHED OR HARDWIRED SWITCHED OR HARDWIRED 110. V. DUPLEX OUTLET T.B,D. BY CONTRACTOR T.B.D. BY CONTRACTOR GEl� 110. V. GFI DUPLEX OUTLET � --:— c440 _..--— -- - NUMBER INDICATES HEIGHT A.F.F. 0 0 - i - ° t HIP NIP HATER PROOFI. V. DUPLEX OUTLET / 4 11 GEfLING MOUNTED DUPLEX OUTLET MP ® FLOOR MOUNTED DUPLEX OUTLET _ 4 WP r� T Com?- 51NOLE SWITGH / / f \ - -/ , 2-NAY' SwITGHit � � r - _' _– _— -_ _� 1� 1� ✓�111�11, / �J r FAN/LIGHT UNITLjj SMOKE/CARBON MONOXIDE ---- j[ — 4 DETECTOR GOMBO - it ;I 2LLJ I G LIGHT �- RECESSED GEIL N MOISTURE PROOF RECESSED MP CEILING LIGHT T. \ - �■ CEILING MOUNTED LIGHT FIXTUREit I HALL MOUNTED LIC FIXTURE 4z° b. I /� g - Q �o GARBAGE DISPOSAL ✓ TT171 FLOOD LIGHT -- -- ,f 1577 /7T - -lZZZZ` it TANKLESS HATER HEATER --r � 42" 42•• � � �� f r - -- =- - 1 ® ELECTRICAL PANEL_ ,. ITIIZTIIIITT11IL%l� �ZZZ L ,Fr - �- -- f - �- -- --- ----- f--- -- --- / — 5 --- - - - --- II T�+ ° MP / �� I ✓ :IZl. CEILING FAN w/ LIGHT ✓� MP GLA W!-EMP. WA 5 ANEL �O'V R / Pt�1�<'�,�� - GURU _R wl / - --- SI FI- REBAH 5PIKE5 y �'I o r ✓ —42 1 11 - it �c - ---- f 6FI - GFI \ NOT I f �II - -- -- - ------1 f Qr T C —' ALL 120 SINGLE PHA5E, 15 AND 20 AMP BRANCH GIRCUITS - SUPPLYING OUTLET5 IN DWELLIN6 UNITS 5HALL BE �` r J N. PROTECTED BY A LISTED AFCI,`COMBINATION TYPE, o swlrc�uNoe� IN5TALLED TO PROVIDE PROTECTION OF THE BRANCH o 04 r/ l 1TIl�T ZI fli1TZ ill % c��1Ne CIRCUIT FBG R3g02.12 AND NEC, 210.12 REVISIONS Ns # DATE DESCRIPTION I 221 �I 3 1 i i J I r� I 4 TTTIGAGY NOTE ------ -- -- ----- � / o OP-N RAII !Nb �J --- -- __ - ---- I 7 ALL PERMANENTLY INSTALLED, INTERIOR AND EXTERIOR LIGHT ' FIXTURES TO HAVE 10090 HIGH-EFFIGAGY CFL LAMPS OR LED'S �\ f of i (THIS REQUIREMENT l5 ONLY APPLICABLE TO NEWCONSTRUGTION) I — � vv-- OF Ft THE GENERAL CONTRAGTOR 8 LICENSED ELEGTRCALLu 1 I O --- ,� ✓ - La 4z © �' CONTRACTOR ARE RESPONSIBLE FOR VERIFYING ALL / 5 . i _ Q" p �, �I I IRGUIT BREAKER58 WIRING - TIE ALL �I -- ! ✓ __ EXISTING LOADS, G 5, �✓: I �,-,-_---- -- -:=-'� I �C°� C-T ��, � �:---- ---- -T ------- T - X42" , S NEN FIXTURES, OUTLETS, SHITGHES, ETG INTO EXIST. PER L r J 2 �-1 t STATE � LOCAL CODES �� ,,_ � I - - ;/'' '� ------- �-_- -------- _ ��- ---- _ �� -- - "� I � i �� - p Vis• AR9 748 f FLOOD L16HT5,TYP. FLOOD LI T , TYP. 'ED AR SWITCHED OR HARDWIRED -J --- 5WITGHED 0 H RDWIRED PARTITION LEGEND T.B.D. BY GONTRAGTOR - - - T.B.D. BY GO RACTORD= : 3,4.20'I EXISTING MALL TO REMAIN P RJ G T H 1 5-086 r --- -----� EXISTING WALL TO BE DEMOLISHED --------------J SHEET NEW WDLL 4 z 2 SECOND FLOOR L 15HT I NC � PONER PLAN z I FIRST RST FLOOD' L I IH I TNI a PONT FLAN EI 1/4" I'-0 PERMIT SET I GENERAL NOTES_ ALL-THREAD NOTES EPDXY NOTES Q 1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/8"DIAMETER BARS PLACED AT 6'O.C. IN ALL BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER � EDITION,ACI, NDS,APA AND ASCE7-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY m GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE 'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE o CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 2. MANUFACTURERw ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR 'TO 3. PLACE ALL-THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTIO OF t' 1 z z COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. Fa.. z 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS m THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN E zo O OTHERWISE ON THE PLANS. C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. 00 D. PLACE ALL OTHER RODS. a 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 o w OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EP XY PSI AND TENSILE STRENGTH OF 2,300 PSI. � SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND IGH T DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE ASSUMING 2000PSF SOIL CAPACITY. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS v WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. LAITANCE, DUST, DIRT,AND OIL. 6"-TYPICAL WALLS, MONOLITHIC FOOTING Q 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS, STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE z EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE Fo NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS w z INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORK. MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS SHEATHING NOTES ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) OW a CONCRETE NOTES OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" FOR WALL SHEATHING: ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST 10. IN LOCATIONS WHERE SECOND FLOOD BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS 2. 5/16"HARDI-PANEL MAY BE USED IN LIEU OF OSIS. FASTEN TO STUDS WITH 8d RING SHANK NAILS W EDITION,"SPECIFICATIONS FOR STRUCTURAL CONCRETE" AT 6"O.C. ON EDGE, 8"O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4"O.C. ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM V co 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 FOR ROOF SHEATHING: Z N AND 5/S5 FOR STRAPPING ALTERNATIVES. N CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1%2' INCHES FOR 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN W p co FOUNDATIONS,AND Y4"FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. CONVENTIONAL FRAMING NOTES 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. �] > -1 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH U 'J STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD z U) Z V 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. CONDITIONS, BLOCK PANELS AT 12"O.C. -" W w W W 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR FLOOR DECKING: U m VAPOR BARRIER AND TERMITE TREATED SOIL. 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS O Ou') U 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. THAN 3/4"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. O � Z 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH(4) 16d TOE-NAILS. MINIMUM 3/4'THICKNESS. MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE F FOOTING. 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE Q RAFTER AND(5) 8d NAILS INTO THE TOP PLATE. 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF AND(5)8d NAILS INTO THE SLEEPER. CONCRETE REINFORCEMENT" 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4) 16d NAILS. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX1-1/2"NAILS. I 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 9. FASTEN RIDGENALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, WHICHEVER IS GREATER. (11) INTO STUD BELOW. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". DOUBLE 2X12 CEILING JOIST FOR RIDGE N BEAM SUPPORT, UNO. 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 00 2 c N 10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH ROOF RAFTER 10.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER a 10.3. 11/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY RIDGE BEAM REINFORCEMENT. 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, ------------ CEILING JOIST INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. - (2)2x4 SYP COLUMN FOR RIDGENALLEY BEAM SUPPORT, FASTENED 12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF TOGETHER WITH (1) ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO W STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. COLUMN WITH 18 GA STRAP WITH (9)8d NAILS IN RAFTER, (9)8d NAILS IN '..� COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF WITH(9) 8d NAILS IN COLUMN, (9)8d NAILS IN TOP PLATE/HEADER. O STEMWALL MUST BE FILLED. Z 14. LOAD TABLE COMPONENT AND CLADDING FRAMING NOTES - � 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING ROOF: DESIGN PRESSURES Q CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD LIVE LOAD: 20.0 PSF DEAD LOAD: 7.0 PSF EFFECTIVE INTERIOR ZON S, CONSTRUCTION. AREA, SF END ZONES, PSF PSF W 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. CEILING: z LIVE LOAD: 10.0 PSF 0-10 26.7 -35.8 26.7 -29.0 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE LIVE LOAD-STORAGE: 30.0 PSF W ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER DEAD LOAD: 5.0 PSF 10-20 25.6 -33.5 25.6 -27.8 V OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. FLOOR: 20-50 24.0 -30.1 24.0 -2 .5 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE LIVE LOAD: 40.0 PSF TREATED. DEAD LOAD: 10.0 PSF 50-100 22.6 -28.5 22.6 -25.1 DECK LIVE LOAD: 50.0 PSF 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 100-200 21.7 -25.6 21.7 -24.0 WIND LOADS: ci N LO 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. WIND SPEED: 129 MPH END ZONE, a=3.9" Lo C11 EXPOSURE: D m 7. DIMENSION LUMBER IMPORTANCE: 1.0 a BUILDING CATEGORY: 11 w 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS ENCLOSED BUILDING 0 0 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. "" 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH INTERIOR PRESSURE U SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF COEFFICIENT: 0.18 to RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND ROOF PITCH: MATCH EXISTING LENGTH PER THE DETAILS. N w J U M "a � ll.0 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED m X N m BELOW: Q 5) m o so (0 '2 180d=0.148"x 3" N o Y N U co M 12d=0.148"x 3-1/4" o m o 16d=0.162"x 3-1/2° 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLANX AND/OR THE FOOTING DETAILS SHEET. ��w •L ' � 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. '' ®®• OF AL o Sheet N6, t SON 1 � T' OF 5 EL 0- OD0 w o w o � D z Q H z w `) n � z O O U o (L O � w 36'-74 U ' U w p U) 10'-8" T-24' 17'-44" o L N 1 w o F- S1.01 U) o z FOOTING AND SLAB POURED WITH 3000psi 0 --------� F----------------------- CONCRETE WITH FIBERMESH. w z I L J L—-, FINISHED z GRADE LO V-01 --; -- ---------I -----� I - 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB L----- I E _ ONE STORY: X= 12"WITH (2)#4 JI X 6 TWO X= 16"WITH(3)#4 w 2 S1.01 THREE-STORY:X=20"WITH(3)#5 V N Z 3 L T F ING SECTI N wCO ONO I HIC OOT O o > ,j S1.01 — J Z U m = Z U S-104, 21'-4" L — W W U m F -1 r 8"THICKENED EDGE WITH(1)#4 8"THICKENED EDGE WITH(1)#4 ttl 12"#5 BAR AT 48"O.C. 12"#5 BAR AT 48"O.C. O (D Q I I I EXISTING SLAB EXISTING SLAB J F- I TI TI III I►I i� /,A, -G 6. I IL �4 2-1 6" 651.01) _t , 4 ( I N o N U .Q C7 51.01 NC Lo '31SECTION cL_ �_ 4"= 1'-0" 3/4"= 1'-0" o 0 ¢ o v I I I I N i I I I I ( I I I I I i I I I I I I 12"#5 BAR AT 48"O.C. Z Q CL -' I - co Z I I 8" 6 MIL VAPOR BARRIER OR EQUIVALENT O WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB ONE STORY: X= 12 WITH (2)#4 TWO-STORY: X= 16"WITH(3)#4 T T THREE-STORY:X=20"WITH(3)#5 L-J 4 INTERIOR BEARING FOOTING � O L.L. OD U N LO C rnrl- Lr)N 0) FOUNDATION PLAN a< Z5 6 U U-UL a� y 8"x8"THICKENED EDGE WITH � (1)#4 CONTINUOUS U M a� N +-� J 24"x24"x12"DEEP FOOTING cin WITH(3)#5 BARS EACH WAY x a m -a V_ M C r N o Y N � 'r11 • � w A AL et No. q 2 OF 5 I a � a O O FRAMING NOTES AND LEGEND m TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. c w STUD MATERIAL: 2x No.2 SPF, UNO. o w HEADERS: Q ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X g 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z p v0 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a w LL HEADER NOTATION IS: U w w o NUMBER OF PLIES IN HEADER co o NUMBER OF KING STUDS 12 SIM-NO 12 (2),2x6,2:1 `O 11 S3.01 PORCH BEAM S3.01 I — NUMBER OF CRIPPLE STUDS o oF A A SIZE OF DIMENSIONAL LUMBER � o z O SHEAR WALLS: (2)2X12 (3)2X12 t ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE z (2)2X6 1:1 (2)2X6 1:1 - TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC EZ (2)2X6 1:1 (2)2X6 1:1 THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, 16"W/80 JO/ ARE NOTED ON THE PLAN. O (2)2X12 STRAP THIS SIDE OF STSAT " c S W -#/S# HEADER PER DETAIL 2/S3.01 24O.C. 0 SHEARWALL LOCATION SEE DETAILS FOR FASTENERS W (2)2X6 1:1 (3)2X12 3:2 (2)2X6 1:1 B A SHEET NUMBER U N DETAIL NUMBER Z N -- --- --- - - (2)2X6 1:1 EZ W M 2 (2) 1.75"x16"2. E I-JOISTS BLOCKING UNDER SHEAR WALL DESIGNATION Q J LL S3.01 G-P LAM LVL BEARING WALL ABOVE. U PORCH/GLULAM BEAM z U) Z U 2 (2)2X6 1:1 W Q S3.01 0I uj m `: INTERIOR BEARING WALL O O V 0ul F_ O 1-STORY THREADED ROD 2-STORY THREADED ROD 0 rn vp F o �j; INDICATES GLAZING CLASSIFIED AS END ZONE. (2)2X6 1:1 O r'�, EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF cn O STRUCTURE WILL BE CLASSIFIED AS INTERIOR U) 8 ZONE. SEE"COMPONENT AND CLADDING DESIGN IS (2)2X6 1:1 7> %i S3.01 PRESSURES,"ON COVER SHEET. (2)2X6 1:1 (2)2X6 CONTINUOUS13 p VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF HEADER n __ -- - S3.01 A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO $ STUD GROUP WITH(2) MSTA24. FASTEN STUD GROUP TO FOOTING S3.01 - WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS N WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. a > N i C i (2)2X6 1:1 U N >PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST 2 O O a C7 m o (2)2X8 1:1 2 WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d v ¢ S3.01 NAILS IN ALL HOLES. S3.01 SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16"OSB o FASTENED WITH 8d COMMON NAILS AT 6"O.C. ON EDGE, 12"O.C. IN 1 FIELD. --- --- S3.01 2 (2)2X6 1:1 S3.01 (2)2X6 1:1 _ W -- - - O� J -- > a- S3.01 S3.01 EZ o 0EZ (2)2X10 3:2 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 N _-- _ (3)2X12 (2)2X10 (2)2X10 (3)2X12 ! 0.1 10 B B 10 S3.01 S3.01 2X8 RIDGE BEAM 2X6 RAFTERS AT 24"O.C. U 04N M� 0)rl- LoN w< ' _ FIRST LEVEL WALL PLAN _ FIRST LEVEL CONVENTIONAL FRAMING �� l/4 0 O V LL LL U CD V M ROOF FRAMED WITH: J °•' N (D 'D =3 LL C to . cuN • 2X6 ROOF RAFTERS AT 16°O.C. cc ¢ � � o • 2X6 CEILING JOISTS AT 16"O.C. _ • 2X8 HIP RIDGE BEAMS CO '2cq • 2X8 COMMON RIDGE BEAMS. N "' N • 2X8 SLEEPERS v • 2X6 LEDGERS O rai rn SEE CONVENTIONAL FRAMING NOTESWv#I �, FOR FASTENING SPECIFICATIONS. BJ&ad s o� d s s A $>, �k►,->> 5o= � y Shet N o i o 52 . 01 o 3 OF 5 i C d Q � FRAMING NOTES AND LEGEND m TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. CD W STUD MATERIAL: 2x No.2 SPF, UNO. o w HEADERS: r Q ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X L: 2w 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO E 2 MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z p THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a o HEADER NOTATION IS: w W o � NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS ,2).2x6,2:1 N V-01 NUMBER OF CRIPPLE STUDS w o EZ SIZE OF DIMENSIONAL LUMBER z o z 0 SHEAR WALLS: > o (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE z I I I I I I I I I I TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC I I I i I THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED EZ (2)2X6 1:1 f I I ( I I I I I I I I I BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. 1===1===L==1== ==_1_-_ --_-__--I--_-L_-_-_l_ ==1=====-1===I= (2)2x10 CEILING BEAM (2)2x10 CEILING BEAM (2)2x10 CEILING BEAM SW -#/S# - - - _ SHEARWALL LOCATION -� ---------------------- - ----------------- SEE DETAILS FOR FASTENERS F ------------------------ ---------------- ------------------- SHEET NUMBER U cr) DETAIL NUMBER Z N r N ------------------- SHEAR WALL DESIGNATION W o M 0 > LL U J I \ ----- PORCH/GLULAM BEAM z U) m U Z 3 (2)2X61:1 •, ------------------- ---------------- e W Q Q (2)2X6 1:1 �01 U W ------------- T INTERIOR BEARING WALL O U -------------------- -- - -- J L toz r1-STORY THREADED ROD Q / --------------- --- - -- ---- -------------- - n� ! i F- . 2-STORY THREADED ROD 2X12 - (2)2X12 --- j q CLG BEAM (D-A - ------------------- (2) ---- -------CL��EAIVf------- III - ------- III -----------------� , ` INDICATES GLAZING CLASSIFIED AS END ZONE ------ ---�--------- ,— — _ -- -- EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF 3 - ` (2)2x10 �I� _ STRUCTURE WILL BE CLASSIFIED AS INTERIOR (2)2X6 1:1 (2)2X6 1:1 ``- - - ` CEILING BEAM ZONE.SEE"COMPONENT AND CLADDING DESIGN S3.01 ----------------------_-------------- PRESSURES,"ON COVER SHEET. _ -- -- - ------ — �--`� ------ -- — ------- ---------------JII - f - - _ VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF / / III- A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO o (2}2X12 ---- - ---- (2)2X12 - ----III STUD GROUP WITH 2 ( }MSTA24 FASTEN T STUD GROUP TO FOOTING ----------------- --------- A CLG BEAM A -��- v�__ - �,- - - ------ --�CGBEAIQf-- =- - - - _ - _ WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS N � _— 3 (2)2X6 1:1 r ` WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. c U o 04N S3.01 2 2X6 1:1 __ - � O d � Q O — I-JOISTS ABOVE.SEE PLAN. m 7/16"OSB ROOF DECK FASTENED LL TO FRAMING WITH 8d RING SHANKS T T W AT 6"O.C. ON EDGE AND 12"O.C. IN SPH WITH (10)8d AT 24"O.C. IN o HEADER, MINIMUM (2)PER HEADER -" - o w FIELD. 3 f TOP PLATE TO DRAG STRUT u, SEE CONVENTIONAL FRAMING CONNECTION:SIMPSON SPH AT 24" ¢ NOTES FOR RAFTER TO TOP PLATE — j O.C.WITH(12) 10dX1-1/2" z FASTENING. EDGE OF ALL T TREAD WASHER I MUST BE WITHI 3"OF THE ! E ! COMMONS AT EACH END OF a) HEADER KING ,TUD,TYP BOTH - — - . i - -- HEADER. E Z (2)2X6 NO.2 SYP TOP PLATE • • , z o FASTENED WITH(2)ROWS 10d AT SIDES OF OPE ING. U o d O 16"O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. (2)MSTAM24 FOR GARAGE HEADER co W TO CRIPPLES. (9)10d NAILS, (5) W Z) HEADERS OVER6'-0"LONG: o INSTALL SPH A '24"O.C. FROM NO.2 SYP HEADER,TYP. SEE 1/4"X2-1/4"TAPCONS INTO W PLANS FOR SIZE, PLIES,AND STEMWALUMONO. IN LIEU OF TOP PLATE TO HEADER. NUMBER OF KINGS AND CRIPPLES. MSTAM, IT IS ACCEPTABLE TO USE AN EMBEDDED PA51. co FASTEN 7/16"OSB W/8d @ 6"O.C. T_ NO.2 SYP HEADER,TYP. SEE N ON EDGES, 12"O.C. IN FIELD. ; PLANS FOR SIZE, PLIES,AND �_ CRIPPLES TO HEADER WITH MSTA18 N NUMBER OF KINIGS AND °° °° ° ~ WITH (6) 10d IN HEADER, (8) 10d IN CRIPPLES. CRIPPLE ' ' z ! o 2x6 SPF STUDS AT 16"O.C. vs > GARAGE DOOR HEADER.SEE w z ° IFRAMING PLANS FOR SIZE AND PLIES. 2X6 No.2 SYP BOTTOM PLATE FASTENED TO 2X4 No.2 SYP BAND I BOARD WITH 10d NAILS AT 3"O.C. KING STUDS& ;RIPPLES:(6) 16d ' FASTEN ADJACENT STUDS W/(2) ON EDGE, 12"O.C. IN FIELD. BETWEEN ADJACENT KING STUDS KING STUDS&CRIPPLES: (6) 16d ROWS 10d COMMON NAILS @ 8" BETWEEN ADJACENT KING STUDS AND CRIPPLES. O.C., STAGGERED. FASTEN 7/16" AND CRIPPLES. 3/4"PLYWOOD FLOOR DECKING OSB TO EXTERIOR OF RETURNS& FASTENED TO TRUSSES WITH 8d ABOVE DOOR W/8d @ 3"O.C.ON NAILS AT 6"O.C.ON EDGE, 12"O.C. EDGE, 12"O.C. IN FIELD. IN FIELD. { W I U M j ( PLACE 1/2"ANCHOR BOLTS PER Z N i THE TYPICAL WALL SECTION. ch 16"W160.SEE PLAN FOR SPACING. ` I 1"1"' i J LLL F j I ALL CRIPPLES TO BAND BELOW V m U) U { WITH MSTA18 WITH(16)8d z W Q Q 2x4 FILLER AT BEARING. z . 4"GARAGE SLAB U Wm 1.25" BAND BOARD,CUT INTO 2X6 STUD. 4 1 4 { HTT5 FOR(9)104 NAILSR(1)PLES 5 8X10 FOOTING. � J Lo � 2X6 LEDGER, CUT INTO STUD. O THREADED ANCHORS INTO FASTEN WITH (2)SDS25412 PER _ Q STUD. STEMWALUMONO. H EXISTING 2X4 BALLOON FRAMED Q STUDS TO REMAIN. NEW STUDS �� FLOOR TRUSS >YSTEM BY } OTHERS. 1 FINISH GRADE SISTERED ALONGSIDE, FASTENED a �— FLOOR SYSTEM BAND BOARD.SEE G f T WITH 10d NAILS AT 12"O.C. ! PLAN. ,1> 6 TLL ALL THREAD CONNECTORS.SEE ALL-THREAD NOTES FORL INSTALLATION SPECIFICATIONS, r SPACING AND EMBEDMENT. FASTEN 7/16"OSB W/8d @ 6"O.C. TYPICAL HEADER FRAMING DETAIL TYPICAL HEADER DETAIL - ON BEAM PORTAL C/GARAGE HEADER ON EDGES, 12"O.C. IN FIELD. 3/4'= 1'-0" 1/2"= 1'-0" 1/2"= 1'-0" T o � N NOTES Y a) c9 "' 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL o o �; o CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES, KINGS OR TOP PLATE. � U Q � 2x6 SPF STUDS AT 16"O.C. 2'-0"RAFTER SPACING, MAX. 2x6 NO.2 SYP PT BOTTOM PLATE. SEE PLAN ^ APPLY 1/2"ANCHOR BOLTS AT 2x4 SPF STUDS AT 16"O.C. 7/16"OSB SHEATHING.SEE WALL V J EACH SIDE OF BOTTOM PLATE SECTIONS. FOOTING AND SLAB POURED SPLICES. 2x4 NO.2 SYP PT BOTTOM PLATE. WITH 3000psi CONCRETE WITH NOTE A:WHERE SECOND FLOOR WALL FRAMING HAS A CONTINUOUS FASTEN TO BEAM BELOW WITH 16d - FIBERMESH. HEADER, FASTEN CRIPPLE STUDS CONTINUOUSLY THROUGH FLOOR rt NAILS AT 6"O.C. FINISHED = 12" SYSTEM USING MSTC66 STRAP AT EACH CRIPPLE, EXTENDING 12"INTO '--• GRADE M FIRST AND SECOND LEVEL CRIPPLES, MIN. USE 10d NAILS IN ALL HOLES. w1 1 tn SECOND FLOOR STUD TO 2x RAFTER.SEE CONVENTIONAL FASTEN ROOF RAFTERS TO WALL PORCH BEAM: MSTA36 AT 32" FRAMING PLAN FOR SIZE AND SPACING. • - ` e 1_7 O.C.WITH (26) 10d NAILS. T{ I _ ; ' WITH H2.5A,ALL HOLES FILLED WITH Iti 1 i f2X OUTLOOKERS AT 24"O.C. FASTEN TO i �' ' - 6 MIL VAPOR BARRIER OR - 10d NAILS. BAND BOARD AND I-JOISTS.SEE PLAN. RAFTER AND WALL WITH(3) 10d I EQUIVALENT WATERPROOFING { _�, • • — ( , I� SEE FOUNDATION PLAN FOR TTOE-NAILS. m 1 BETWEEN COMPACTED L PORCH BEAM FOUNDATIONS AND DETAILS. (2)2X4 NO.2x4 PLATE.2X4 AT 16"O.C. SUBBASE AND FOOTING/SLAB ��f ` (_i KNEE WALL. FASTEN EACH END WITH (3) 10d TOE-NAILS. FOOTING, PER PLAN ° (2)2x NO.2 SYP TOP PLATE FASTENED • WITH (2)ROWS 10d AT 16"O.C. < TYPICAL TWO SECTION 11 SECTION ON BEAM 6 O )TLOOKER DETAIL REVESS SECTION STAGGERED. MINIMUM 24"LAP WITH (12) 10d IN LAP. FASTEN TOP PLATE TOLL 1 3/4 - 1'-01, 3/4"= 1'-0" 3/4"= 1' 3/4"= 1'-0" i HEADER WITH SPH AT 24"O.C.WITH I 10d NAILS IN ALL HOLES. I 2x4 SPF STUDS AT 16"O.C. T s co N mi t 4 c m a HEADER CONTINUOUS OVER -g N 2x4 NO.2 SYP PT BOTTOM PLATE. MULTIPLE SUPPORTS.SEE PLAN FOR w Q FASTEN TO BEAM BELOW WITH 16d G.,= T HEADER SIZE AND PLIES. FASTEN = a U WALL SECTION.SEE SECTION 1/S3.01 U) a'0 NAILS AT 6"O.C. HEADER TO CRIPPLES WITH MSTA18, ALL HOLES FILLED WITH 10d NAILS. p `o `o 2X10 LEDGER. FASTEN TO STUDS WITH(2) 0 SDS25412 PER INTERSECTION. SECOND FLOOR STUD TO PORCH BEAM: MSTA36 AT 32" m CD O.C.WITH(26) 10d NAILS. U N 2x4 STUDS AT 16"O.C. FASTEN TO BAND 2X10 RAFTERS AT 24"O.C. FASTEN TO BEAM FASTEN WALL SHEATHING TO SHADED BOARD WITH MSTA24 AT 32"O.C. WITH H2.5A. FASTEN TO LEDGER WITH(3) BAND BOARD AND I-JOISTS.SEE PLAN. MEMBERS WITH 8d COMMON NAILS AT 10d TOE-NAILS. 3"O.C. 10 2x4 No.2 SYP BOTTOM PLATE. m o 3!4"PLYWOOD FLOOR DECKING (3)2X12 DECK BEAM.FASTEN PLIES PORCH BEAM f -2 o co TOGETHER WITH 2 FASTENED TO TRUSSES WITH 8d NAILS ROWS OF SDS25412 "' C ( ) o U) o � SCREWS AT 12"O.C. FASTEN TO DIAGONAL N o AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. BRACE POST WITH (2)HDU2-SDS2.5 AND 1/2" SECTION O N BEAM ;- FASTEN ALL CRIPPLES TO BOTTOM w s; 16"WI60 1-JOIST AT 24"O.C.WITH 1.25" - - THREADED ANCHOR. USE 2"SQ WASHERS 11 PLATE WITH SPH BAND BOARD. WHERE NECESSARY. 3/4"= 1'-0" •••••. 7/16"OSB ROOF DECK FASTENED TO "W EN$ 16' W160 I-JOIST BLOCKING AT BEARING. 4X4 HORIZONTAL BRACE. FASTEN TO STUD 1/2"ANCHOR BOLTS AT 48 O.C. PLACE •• k FASTEN EACH END W/(2)10d TOE-NAILS FRAMING WITH 8d RING SHANKS AT BOLTS MAX 12"FROM CORNERS, ° 6"O.C.ON EDGE AND 12"O.C. IN GROUP WITH HDU2-SDS2.5 AND 1/2" ' TOP AND BOTTOM. FIELD. THREADED ANCHOR. USE 2"SQ WASHERS PORCH BEAM FASTEN TO POST ENDS AND SPLICES. T (2)2x6 NO.2 SYP TOP PLATE FASTENED 2X4 LEG. FASTENED TO ROOF WHERE NECESSARY. WITH HUSC210-2 WITH (2)ROWS 10d AT 16"O.C. (2)2X6 TOP PLATE.SEE TYPICAL FBC 6 OR 20" RAFTER WITH (4) 10d NAILS. FASTEN WALL SECTION. ! Q. SEE ARCH STAGGERED. MINIMUM 24"LAP WITH (12) TO TOP PLATE WITH H2.5A. DOUBLE STUD IN WALL BEHIND BRACE. r4 WHERE THERE ARE FIRST FLOOR 4� PLAN 10d IN LAP. SEE CONVENTIONAL FRAMING FASTEN TO HORIZONTAL BRACE POST ALL THREAD CONNECTORS. - WALLS BELOW INSTEAD OFA WITH 1/2'THROUGH BOLT. NOTES FOR RAFTER TO TOP PLATE A ! FOOTING, FASTEN CRIPPLE STUDS TO FASTENING. - STUDS BELOW WITHi1S war',' FASTEN 7/16"OSB W/8d @ 6"O.C.ON 4X4 DIAGONAL BRACE. FASTEN TO STUD \ 02-25-16 8 EDGES, 12"O.C. IN FIELD. (2)2x4 NO. 2 SYP TOP PLATE FASTEN GROUP WITH 1/2"BOLT.COPE BRACE (2)2X6 WINDOW HEADER. FASTEN ! 2x6 SPF STUDS AT 16"O.C. STUDS TO TOP PLATE WITH SPH AT MEMBERS AS NEEDED TO HIDE BOLT. TO POST WITH HUSC26-2. ! 32 O.C. MINIMUM 2 OF WOOD TO REMAIN. w 6X6 NO.2 SYP POST.FASTEN TO CANTILEVER WALL SECTION ROOF TO WALL ORBEL DETAIL FOOTING WITH ABU66. CONTINUOUS HEADER FRAMING 8 1/2"= 1'-0" 3/4"= 1'-0" 1 " 3/__ POST DETAIL 13 3/4"= 1'-0" S3 o i" 12 1/2"= 1'-0" \\ 4 5 OF 5 o C9 GENERAL NOTES ALL-THREAD NOTES EPDXY NOTES a 1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/8"DIAMETER BARS PLACED AT 6'O.C. IN ALL BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER EDITION,ACI, NDS,APA AND ASCE7-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 0° GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 00 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATION MAY BE `q w CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE o ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: r o 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSE TION OF Z COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. z 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS m THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN = z o OTHERWISE ON THE PLANS. C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. z g a U D. PLACE ALL OTHER RODS. o O iE u- 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 U FOOTING OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO 00 G WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS OkND HIGH `n DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE STEEL MEMBER BEING INSTALLED. ASSUMING 2000PSF SOIL CAPACITY. 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LE S. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS u� WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. LAITANCE, DUST, DIRT,AND OIL. N o 6"-TYPICAL WALLS, MONOLITHIC FOOTING z o 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS, STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE D NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS Z INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARESHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORK. MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE SHEATHING NOTES RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS CONCRETE NOTES ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW FOR WALL SHEATHING: OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2 ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST2. 5/16" HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS EDITION,"SPECIFICATIONS FOR STRUCTURAL CONCRETE" 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BE OW, IT IS AT 6"O.C. ON EDGE, 8"O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4"O.C. V ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN TH BOTTOM M OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 z N 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL AND 5/S5 FOR STRAPPING ALTERNATIVES. FOR ROOF SHEATHING: M CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE %" INCHES FOR 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN W FOUNDATIONS,AND %4' FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. i CONVENTIONAL FRAMING NOTES 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. J U LL 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH m STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD z W Z 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. CONDITIONS, BLOCK PANELS AT 12"O.G. � W W U m 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR FLOOR DECKING: VAPOR BARRIER AND TERMITE TREATED SOIL. 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS O Oul U 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. THAN 3/4"THICK. FASTEN WITH 8d NAILS AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. J � Z 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND O <( COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE-NAILS. MINIMUM 3/4'THICKNESS. J MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE ® Q FOOTING. RAFTER AND(5)8d NAILS INTO THE TOP PLATE. 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF AND (5)8d NAILS INTO THE SLEEPER. CONCRETE REINFORCEMENT" 7. . FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12)8dX1-1/2" NAILS. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 9. FASTEN RIDGENALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, WHICHEVER IS GREATER. (11) INTO STUD BELOW. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". o o� DOUBLE 2X12 CEILING JOIST FOR RIDGE o N T T -O � BEAM SUPPORT, UNO. > N 04 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH ROOF RAFTER Q � U � 10.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER 10.3. 11/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY RIDGE BEAM REINFORCEMENT. 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, ------------ CEILING JOIST INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. V) (2)2x4 SYP COLUMN FOR RIDGENALLEY BEAM SUPPORT, FASTENED �^ 12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF TOGETHER WITH(1) ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO W STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. ® COLUMN WITH 18 GA STRAP WITH (9)8d NAILS IN RAFTER, (9)8d NAILS IN COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP O 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF WITH(9)8d NAILS IN COLUMN, (9)8d NAILS IN TOP PLATE/HEADER. STEMWALL MUST BE FILLED. 14. LOAD TABLE COMPONENT AND CLADD NG FRAMING NOTESPRESSURES- 1. J 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING ROOF: DESIGN PRESSURES Q CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD LIVE LOAD: 20.0 PSF CONSTRUCTION. DEAD LOAD: 7.0 PSF EFFECTIVE END ZONESPSF INTERIORZONES, L,J„I AREA, SF PSF 7 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. CEILING: , LIVE LOAD: 10.0 PSF 0-10 26.7 -35.8 26.7 -29.0 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE LIVE LOAD-STORAGE: 30.0 PSF ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER DEAD LOAD: 5.0 PSF 10-20 25.6 -33.5 25.6 -27.8 V OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. FLOOR: 20-50 24.0 -30.1 24.0 -26.5 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE LIVE LOAD: 40.0 PSF TREATED. DEAD LOAD: 10.0 PSF 50-100 22.6 -28.5 22.6 -25.1 DECK LIVE LOAD: 50.0 PSF 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 100-200 21.7 -25.6 21.7 -24.0 co cli WIND LOADS: U to C MCO 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. WIND SPEED: 129 MPH END ZONE, a=3.9' EXPOSURE: D W6 7. DIMENSION LUMBER IMPORTANCE: 1.0cc m BUILDING CATEGORY: n a U 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS N E BUILDING: N v 0 II ENCLOSED 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. INTERIOR PRESSURE p `o_o U a a 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF COEFFICIENT: 0.18 ca 0 pLO AND ROOF PITCH: MATCH EXISTING N RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER LENGTH PER THE DETAILS. i M N � J T3 =slL e c� 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED = x o BELOW: Q cis o CD -2 - co M > 8d=0.131"x 2-1/2" N CO O N 10d=0.148"x 3" a v < cu 0 12d=0.148"x 3-1/4" �srrrrsar� v M 16d=0.162"x 3-1/2" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN 1r ��•.•AV 0% AND/OR THE FOOTING DETAILS SHEET. t(r1. N1p g e 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. *• r • r r " TA ✓1 . i GEOF W' R,P.E. ''" 5-16 rormi C0 ` Sheet No. REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH S0 , 01 SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY. DATE..3/ 5 1 OF 6 o c� EL (!)Q m � O w0 o w o � L z Q H Z w a� g 3 O O U o a O LL 36'-74" w D U w O � 4' 17'-44" o N 1 w o S1.01 � o z FOOTING AND SLAB POURED WITH 3000psi O --------� ------------------------ CONCRETE WITH FIBERMESH. `n I I I Z FINISHED zv GRADE � -aoV-01 +_ I I tico I--- --------� ----- 1 i=� ;._ 6 MIL VAPOR BARRIER OR EQUIVALENT - I I car;; WATERPROOFING BETWEEN COMPACTED Ll I'`� SUBBASE AND FOOTING/SLAB Xi. 6„ ONE STORY: X= 12"WITH(2)#4 I 2 { TWO-STORY: X= 16"WITH (3)#4 W —, , S1.01 L. ____ _ _ _ _ THREE-STORY:X=20"WITH(3)#5 („� N z cq { 3 MONOLITHIC FOOTING SECTION o > I S1.01 3/4"= 1'-0° V — m I z _ _ Z 3' U -104' 21 '-4" �' w W i 8"THICKENED EDGE WITH (1)#4 8"THICKENED EDGE WITH (1)#4 O 0 U J Lor Ft, 12"#5 BAR AT 48"O.C. 12"#5 BAR AT 48"O.C. O cc) Z I ( I I EXISTING SLAB EXISTING SLAB QJ � Q It T T {_— i - I _ ' t YA 4 i ,i f I _t 1 I i 6„— 6 ; i f %/ �r 4 I I o { S1.01 I I N .0 N a T 2 SECTION /�,�%SECTION o � N UU' Q C7 0 0 N I I I I I I I I i I I I I ( I I 12”#5 BAR AT 48"O.C. z —fit TT Q I I I I co 77 _ Z I I -I; 8' WATERP OOB ARRIER OR EQUIVALENT 8 tNG BETWEEN COMPACTED O I I ' I SUBBASE AND FOOTING/SLAB ONE STORY: X= 12"WITH (2)#4 I I tO TWO-STORY: X= 16"WITH(3)#4 T T THREE-STORY:X=20"WITH (3)#5 � _ _ __ _ _ ? INTERIOR BEARING FOOTING z Z O U- 6 00 04cli C co coo m r` Lc)N ca cc FOUNDATION PLANLu 0 00 U Lj_LL a) 8"x8"THICKENED EDGE WITH cu o (1)#4 CONTINUOUS C7 U N i M 24"x24"x12"DEEP FOOTING " WITH(3)#5 BARS EACH WAY x ) a) ro a) Q 65 m o c9 -a o r Ic') > 00 N N N < E; 1�r ,t�J�I►``ei'�,�ii�NS•• '9,��i r V• • 0 • GE ,P. 59328 02- 16 Sheet S1 , 01 2 OF 6 p C9 a � C7 FRAMING NOTES AND LEGEND co TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. w STUD MATERIAL: 2x No.2 SPF, UNO. o w HEADERS: a ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X w 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z p o THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. a w af HEADER NOTATION IS: w w o m NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS 12 SIM-NO 12 11 t2� 2�X6J2: N S3.01 PORCH BEAM S3.01 N S3.01 NUMBER OF CRIPPLE STUDS w Cl EZ EZ F A A SIZE OF DIMENSIONAL LUMBER co o O ------ - - --_ – --- - ---- -- — - - - SHEAR WALLS: (2)2X6 1:1 (2)2X6 1:1 (2)2X12 - (3)2X12 - - t- ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE Z TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC EZ (2)2X6 1:1 (2)2X6 1:1 THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, O ( )2 2X12 16"W/g0 JO ARE NOTED ON THE PLAN./gTs STRAP THIS SIDE OF AT 24' HEADER PER DETAIL 2/S3.01 ,O.C. .µ SW -#/Stl- SHEARWALL LOCATION EZ f SEE DETAILS FOR FASTENERS (2)2X6 1 A (3)2X12 3:2 (2)2X6 1:1 B A SHEET NUMBER U M M DETAIL NUMBERZ N --- - ----- — - /*2 N co (2)2X6 1:1 EZ _,._ _��_.__._.--, W � (2) 1.75"x16"2. ELL VItiJOISTS BLOCKING UNDER SHEAR WALL DESIGNATION Q t �S3.01 G-P LAM LVL BEARING WALL ABOVE. („� m PORCH/GLULAM BEAM z WZ U 2 (2)2X6 1:1 _ Q Q INTERIOR BEARING WALL O pL j6s O 1-STORY THREADED ROD O J Q Q 2-STORY THREADED ROD rn _ OD 0 (2)2X6 1:1 ~ �- '9J, INDICATES GLAZING CLASSIFIED AS END ZONE. <- Q N� EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR 8 ZONE. SEE"COMPONENT AND CLADDING DESIGN (2)2X6 1:1 Vol PRESSURES,"ON COVER SHEET. (2)2X6 1:1 2X6 CONTINUOUS �13 OHEADERHn ( A ) STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING o 53.01 - WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS Q N (2)2X6 1:1 � ' WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. -�� Y� � � N o PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST 2 t Q m B ) WITH (2)MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d a S3.01 (2)2X8 1:1 2 NAILS IN ALL HOLES. 1 ' - SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16"OSB S3.01 O FASTENED WITH 8d COMMON NAILS AT 6"O.C. ON EDGE, 12"O.G. IN 1 FIELD. e- ---__- Vol 2 (2)2X6 1:1 S3.01 (2)2X6 1:1 ' o� 2�. _ 7 2 -- 2 53.01 S3.01 EZ O EZ � oc (2)2X10 3:2 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 (3)2X12 (2)2X10 (2)2X10 (2)2X10 (3)2X127, - J 10 B B 10 �01 S3.01 2X8 RIDGE BEAM 2X6 RAFTERS AT 24"O.C. U N LO C M Co 0) Ln N co FIRST LEVEL WALL PLAN _ FIRST LEVEL CONVENTIONAL FRAMING o `22 U wU- a) U cu C)`` V U N ROOF FRAMED WITH: ' 7 u- CdJ fo -U • 2X6 ROOF RAFTERS AT 16"O.G. axi m • 2X6 CEILING JOISTS AT 16"O.C. Q 65 m o • 2X8 HIP RIDGE BEAMS 72 AM G CR • 2X8 COMMON RIDGE BEAMS. N m CN • 2X8 SLEEPERS o IT � • 2X6 LEDGERSOU CO rn that SEE CONVENTIONAL FRAMING NOTES ®��,��`� Y, FOR FASTENING SPECIFICATIONS. ®®®®®�C•••'' •s , rir•"r b✓s •� �1 .a• .O T OF .` r GEOtj ,P.E.5932 02- 6 Sheet No. S2 , 01 - OFF I CE COPY , 3 of 6 O � C7 FRAMING NOTES AND LEGEND m co TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. w STUD MATERIAL: 2x No.2 SPF, UNO. o w HEADERS: a ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X a: g 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z p o0 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a O � LL HEADER NOTATION IS: cUi� w o U) NUMBER OF PLIES IN HEADER `n NUMBER OF KING STUDS (2),2x6,2:1 2 } N Vol"441 ` NUMBER OF CRIPPLE STUDS w o EZ SIZE OF DIMENSIONAL LUMBER z o z y _ {_ , _ -_- 1 I I-- L 1 I I { _T i 1 1 I I O _ SHEAR WALLS: I I I I I I I I I I I I I % I I ( I I ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE z (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 I I I I l I I I I I I I I I I I I TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC I I I I I I I I I I I THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED EZ (2)2X6 1:1 BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, O I I I i I I I I I I I I I I I I I - ARE NOTED ON THE PLAN. ---- (2)2x10 CEILING BEAM __________________ (2)2x10 CEILING BEAM (2)2x10 CEILING BEAM .µ -� -�- SW - /Stt SHEARWALL LOCATION --------------------- ----------------- --------- ---,- SEE DETAILS FOR FASTENERS t W----------------------- ------------------ ----------------- SHEET NUMBER U M DETAIL NUMBER Z N -- W o M -- - ----------------- ---------------- SHEAR WALL DESIGNATION J U m r �? r r PORCH/GLULAM BEAM Z V� Z = 3 (2)2X6 1:1 !� (2)2X6 1:1 2 ,n, 1! I"I"I W Q S3.01 �i -- a -f" - - .. W -___ _ S3.01 = ' INTERIOR BEARING WALL Q m --- -x.,3 --------------- Q o -----------------------� --------- - J _ ____ ' 1-STORY THREADED ROD O Z I ————————— ———— —————— — ————————————— J '. _ -- F- �.,- ---- -, 2-STORY THREADED ROD 2 2X12 (2)2X12 % _ A CLG BEAM (DA ' III -- B��nt_ _ III INDICATES GLAZING CLASSIFIED AS END ZONE. T- _--= - ------------- ---- -- --- _- --- _ --T_ ----- -- O ALL OTHER GLAZING LOCATED ON EXTERIOR OF --}�— II EZ (2)2X6 1:1 3 M/(2)2x101) STRUCTURE WILL BE CLASSIFIED AS INTERIOR (2)2X6 1:1 ,, CEILING BEA III ZONE. SEE"COMPONENT AND CLADDING DESIGN S3.01 ---------- - ------ --------------_ - _.----------- -- PRESSURE ON COVER SHEET. --- t r: l ————— ——————— - (I�- VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF � � A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO (2)2X12 ___:-_� -__�___-____ !__ (2)2X12 % .-_�_�___ _ -_.__ III I STUD GROUP WITH(Z) MSTA24. FASTEN STUD GROUP TO FOOTING A CLG BEAM (:� �--�� __- ------------------ �CGBEAIiIf----- - �..�..� --" - WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS Q N 3 _ WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. a N (2)2X61:1 O ----------- ----- ;# t -` 2O O QC9 mo 2 2X6 1:1 _-----_ ---------=------- L __ _______ PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST a m - j - OB WITH (2)MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d Q NAILS IN ALL HOLES. SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16"OSB FASTENED WITH 8d COMMON NAILS AT 6"O.C. ON EDGE, 12"O.C. IN FIELD ---�---------- --- - ---- -J/-n=----------- ----------------- 3 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 , S3.01 I i I j — -------- ----- -------------- — ----------- -- - J - - = - - - f (2)2X61:1 2 ————————————————— - ———————————————————— ————————————————— W S3.01 � k �is a r _- (2)2x10 CEILING BEAM (2)2x10 CEILING BEAM----_-.-------------- (2)2x10 CEILING BEAM Q __-- ------- ------ I z z (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 I I I I I I I I I I I I I I I I I I U Q EZ EZ (n u- FASTEN CEILING JOISTS TO 41 2 CEILING BEAMS WITH (4) 10d S3.01 TOE-NAILS. U NU C co CO L0 N _ SECOND LEVEL WALL PLAN _ CEILING JOIST PLAN a< O o 0 U LLL a> U (c6 C CONVENTIONAL FRAMING - CEILING c N J - V.. MAX CEILING SPANS WITH 10 PSF LIVE LOAD, 5 PSF DEAD LOAD, ca X x (D Co AND 1.00 DURATION FACTOR AT 24"O.C. Q g m GRADE, No.1 No.2 o v o N o Y N UV' SPACING 16" 24" 16" 24" OU M � 2x4 11'-3" 9'-10" 10'-9" 9'-3" � ��J2wA��A�®� No 2x6 17'-8" 15'-6" 16'-11" 13'-11" `` def ««• «E1y�' G'.9 2x8 23"-4" 20'-5" 21'-7" 17'-7" 2x10 26-0" 23'-11" 25'-7" 20'-11" do # « T CIU1F Sheet Nov S2 . 02 OFFICE 4 OF 6 C, (� a � a � a m co w q w O 16 t o Z Q H Z w N � Z O O U o a O 2 LL U0 U w o EDGE OF OVERHANG cc 6 N Z O + ( / w Z ! i i +, ti � _--- s� U) ! EL cr O N I s LLw Z N ! - J Cy) r J LLL U _ F w 1 m Z U) = z c) Q OLO SEE TABLE FOR SPANS X�. O c0 z F r 2X12 COMMON RIDGE BEAM SEE TABLE FOR SPANS }:Th ; \. 11 - pi .. N o U a o , n f -- vJ f v/? )7 -_ o LL 'bio Q LLJ wco Li i U N LNO C �(D *4t - OOF JOIST PLAN � �U DRl/ U ww v m u') (� U N i co CONVENTIONAL FRAMING - ROOF m - cc U 'I MAX ROOF SPANS WITH 20 PSF LIVE LOAD, 10 PSF DEAD LOAD, m�' O AND 1.25 DURATION FACTOR m M c 00 GRADE, No.1 No.2 N O Y "' SYPU V' U CO '`°7 M SPACING 16" 24" 16" 24" EN eg1etA1 2x6 14'-1" 12'-3" 13'-5" 11'-0" r 2x8 18'-6" 16'-2" 17--1 13'-11" ^ *• , 2x10 23"-2" 18'-11" 20'-3" 16'-6" r�• Q 2x12 26'-0" 22'-6" 23'-10" 191-6" �/ �► �itr�► GENE 02- Sheet No. 2 S . 0 3 OFFICE COPY 5 OF 6 cl C7 EL 3: Q DECK FASTENED1-JOISTS ABOVE. SEE PLAN. m 7116 OSB ROOF { ----- _ TO FRAMING WITH 8d RING SHANKS _ w SPH WITH (10) 8d AT 24"O.C. IN - - - — -- — > AT 6"O.C. ON EDGE AND 12"O.C. IN HEADER, MINIMUM(2) PER HEADER -� _ u - - �- — _ - - o w SEEDCONVENTIONAL FRAMING ! E TOP PLATE TO DRAG STRUT r o CONNECTION:SIMPSON SPH AT 24" NOTES FOR RAFTER TO TOP PLATE _._ _ % i- FASTENING. EDGE OF ALL THREAD WASHER O.C.WITH (12) 10dX1-1/2" Z MUST B WITHIN 3"OF THE COMMONS AT EACH END OF �, {2)2X6 NO.2 SYP TOP PLATE HEADER KING STUD,TYP BOTH HEADER. 3 Z o U FASTENED WITH (2) ROWS 10d AT SIDES OF OPENING. O 16"O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. (2)MSTAM24 FOR GARAGE HEADER w TO CRIPPLES.(9)10d NAILS, (5) w D HEADER OVER 6'-0" LONG: o U) INSTALL SPH AT 24"O.C. FROM NO.2 SYP HEADER,TYP. SEE 1/4"X2-1/4"TAPCONS INTO PLANS FOR SIZE, PLIES,AND STEMWALUMONO. IN LIEU OF TOP PLATE TO HEADER. I NUMBER OF KINGS AND CRIPPLES. MSTAM, IT IS ACCEPTABLE TO USE AN EMBEDDED PA51. NO.2 SYPHEADER,TYP. SEE FASTEN 7/16"OSB W/8d @ 6' O.C. ; N ON EDGES, 12"O.C. IN FIELD. PLANS FOR SIZE, PLIES,AND CRIPPLES TO HEADER WITH MSTA18 °, °° °° ° w o NUMBER OF KINGS AND WITH (6) 10d IN HEADER, (8) 10d IN Q CRIPPLES. ! J CRIPPLE o 2x6 SPF STUDS AT 16"O.C. ` GARAGE DOOR HEADER. SEE w z s ! FRAMING PLANS FOR SIZE AND 2X6 No.2 SYP BOTTOM PLATE ! ( PLIES. I FASTENED TO 2X4 No.2 SYP BAND BOARD WITH 10d NAILS AT 3"O.C. I FASTEN ADJACENT STUDS W/ 2 KING STUDS&CRIPPLES: (6) 16d ( ) o ON EDGE, 12"O.C. IN FIELD. KING STUDS&CRIPPLES: (6) 16d BETWEE ADJACENT KING STUDS ROWS 10d COMMON NAILS @ 8" o AND CRIPPLES. i BETWEEN ADJACENT KING STUDS O.G., STAGGERED. FASTEN 7/16" 3/4"PLYWOOD FLOOR DECKING AND CRIPPLES. OSB TO EXTERIOR OF RETURNS& FASTENED TO TRUSSES WITH 8do ABOVE DOOR W/8d @ 3"O.C. ON NAILS AT 6'O.C. ON EDGE, 12 O.C. EDGE, 12"O.C. IN FIELD. IN FIELD. V M PLACE 1)2"ANCHOR BOLTS PER z 04 16"W160. SEE PLAN FOR SPACING. 1, THE TYPICAL WALL SECTION. W 0 M is U- ALL CRIPPLES TO BAND BELOW U '� m �- WITH MSTA18 WITH(16) 8d Z 2x4 FILLER AT BEARING. _ W Q U 4"GARAGE SLAB W W 1.25 BAND BOARD, CUT INTO 2X6 O O U STUD. HTT5 FOR CRIPPLES TO FOOTING. LID _ 2X6 LEDGER, CUT INTO STUD. (9)10d NAILS, (1)5/8"X12" J Z FASTEN WITH (2)SDS25412 PER THREADED ANCHORS INTO O Q STUD. ° STEMWALUMONO. EXISTING 2X4 BALLOON FRAMED STUDS TO REMAIN. NEW STUDS \— FLOOR T USS SYSTEM BY OTHERS — _ FINISH GRADE SISTERED ALONGSIDE, FASTENED n FLOOR SYSTEM BAND BOARD. SEE I' ' " PLAN. ii--I _ _� � i � Ii-- � i=t1l � I -, WITH 10d NAILS AT 12"O.G. — - V ALL THREAD CONNECTORS. SEE d i 11 _ I ALL-THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. FASTEN 7l16"OSB W/8d@6"O.G. TYPICAL HEADER FRAMING DETAIL TYPICAL HEADER DETAIL - ON BEAM PORTAL C/GARAGE HEADER ON EDGES, 12"O.C. IN FIELD. 3/4"= 1'-0" 1/2"= 1'-0" 1!2"= 1'-0" C) N NOTES c7 c7 N 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL 3 ( (D 2 (9 �; o CL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. 2 o � a o 2x6 SPF STUDS AT 16"O.C. 2'-0"RAFTER 'PACING, MAX. 2x6 NO.2 SYP PT BOTTOM PLATE. SEE PLAN APPLY 1/2"ANCHOR BOLTS AT 2x4 SPF STUDS AT 16"O.C. 7/16"OSB SHEATHING. SEE WALL V J EACH SIDE OF BOTTOM PLATE SECTIONS. FOOTING AND SLAB POURED '--, SPLICES. 2x4 NO.2 SYP PT BOTTOM PLATE. WITH 3000psi CONCRETE WITH NOTE A:WHERE SECOND FLOOR WALL FRAMING HAS A CONTINUOUS FASTEN TO BEAM BELOW WITH 16d FIBERMESH. HEADER, FASTEN CRIPPLE STUDS CONTINUOUSLY THROUGH FLOOR NAILS AT 6"O.C. FINISHED ° 12" -'k SYSTEM USING MSTC66 STRAP AT EACH CRIPPLE, EXTENDING 12" INTO GRADE n _ FIRST AND SECOND LEVEL CRIPPLES, MIN. USE 10d NAILS IN ALL HOLES. w1 ! =-- SECOND FLOOR STUD TO 2x RAFTER. SEE CONVENTIONAL I PORCH BEAM: MSTA36 AT 32" j !-. s _ M FASTEN ROOF RAFTERS TO WALL WITH H2.5A,ALL HOLES FILLED WITH FRAMING PLAN FOR SIZE AND SPACING. p O.C.WITH (26) 10d NAILS. 2X OUTLOOKERS AT 24"O.C. FASTEN TO " I _� �� 6MIL VAPOR BARRIER OR a 10d NAILS. __-- EQUIVALENT WATERPROOFING BAND BOARD AND I-JOISTS.SEE PLAN. TOE-NAILS. BETWEEN COMPACTED SEE FOUNDATION PLAN FOR ' — 1 FOUNDATIONS AND DETAILS. IPORCH BEAM 2 2X4 NO.2x4 PLATE.2X4 AT 16"O.C. SUBBASE AND FOOTING/SLAB O KNEE WALL. FASTEN EACH END WITH (3) �� ! ME - ____ 10d TOE-NAILS. FOOTING, PER PLAN (2)2x NO.2 SYP TOP PLATE FASTENED Q WITH (2) ROWS 10d AT 16 O.C. TYPICAL TWO-STORY SECTION SECTION ON BEAM- OUTLOOKER DETAIL RECESS SECTION (12) 1 dINLAP. FASTEN TO PLATE TO 1 3/4 = 11-01, 3/4"= V-0" 7 LL ��_ � �° HEADER WITH SPH AT 24"O.C.WITH 3/4"= 1-0' 3/4 - 1-0 10d NAILS IN ALL HOLES. 2x4 SPF STUDS AT 16"O.C. N� HEADER CONTINUOUS OVER Morn Co 2x4 NO.2 SYP PT BOTTOM PLATE. MULTIPLE SUPPORTS. SEE PLAN FOR WALL SECTION. SEE SECTION 1/S3.01 FASTEN TO BEAM BELOW WITH 16d �T HEADER SIZE AND PLIES. FASTEN a v NAILS AT 6"O.C. 1O f6 HEADER TO CRIPPLES WITH MSTA18, a ! ALL HOLES FILLED WITH 10d NAILS. o L.L 2X10 LEDGER. FASTEN TO STUDS WITH(2) U w LL SDS25412 PER INTERSECTION. SECOND FLOOR STUD TO m PORCH BEAM: MSTA36 AT 32" r LO O.C.WITH (26) 10d NAILS. !( Ch N co 2x4 STUDS AT 16"O.C. FASTEN TO BAND r ` 2X10 RAFTERS AT 24"O.C. FASTEN TO BEAM I FASTEN WALL SHEATHING TO SHADED a`> ' BOARD WITH MSTA24 AT 32"O.C. = WITH H2.5A. FASTEN TO LEDGER WITH (3) BAND BOARD AND 1-JOISTS. SEE PLAN. MEMBERS WITH 8d COMMON NAILS AT c v� ILL 2x4 No.2 SYP BOTTOM PLATE. y 10d TOE-NAILS. �1 PORCH BEAM m o 3/4"PLYWOOD FLOOR DECKING P'irl (3)2X12 DECK BEAM. FASTEN PLIES m 72 �' ff'' TOGETHER WITH 2 ROWS OF SDS25412 r M 0 FASTENED TO TRUSSES WITH 8d NAILS y`. SCREWS AT 12"O.C. ASTEN TO DIAGONAL N Y N AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. BRACE POST SECTION O N BEAM FASTEN ALL O o m o 16"W160 I-JOIST AT 24"O.C.WITH 1.25" - THREADED ANCHOR. USE 2"SQ WASHERS 2' � 1 - PLATE W TH SPH CRIPPLES TO BOTTOM U �, � a, 1Z BAND BOARD. WHERE NECESSARY. 3/4 11-011aaaa`� ------ sir �,_ 7/16"OSB ROOF DECK FASTENED TO 16"WI60 I-JOIST BLOCKING AT BEARING. 4X4 HORIZONTAL BRACE. FASTEN TO STUD 1/2"ANCHOR BOLTS AT 48"O.C. PLACE aaa Q`4' EN 00i FASTEN EACH END W/(2)10d TOE-NAILS FRAMING WITH 8d RING SHANKS AT GROUP WITH HDU2-SDS2.5 AND 112" BOLTS MAX 12" FROM CORNERS, �"', � . �� >►`• 6"O.C. ON EDGE AND 12"O.C. IN � O: ''.. TOP AND BOTTOM. FIELD. THREADED ANCHOR. USE 2"SQ WASHERS PORCH BEAM FASTEN TO POST ENDS AND SPLICES. ®�. (2)2x6 NO.2 SYP TOP PLATE FASTENED 2X4 LEG. FASTENED TO ROOF WHERE NECESSARY. WITH HUSC210-2 WITH(2) ROWS 10d AT 16"O.C. (2)2X6 TOP PLATE. SEE TYPICAL •* 6 OR 20" STAGGERED. MINIMUM 24"LAP WITH (12) RAFTER WITH (4) 10d NAILS. FASTEN DOUBLE STUD IN WALL BEHIND BRACE. WALL SECTION. a SEE ARCH 10d IN LAP. TO TOP PLATE WITH H2.5A. a WHERE THERE ARE FIRST FLOOR ' • A. 'k/ PLAN SEE CONVENTIONAL FRAMING FASTEN TO HORIZONTAL BRACE POST •''�1— WALLS BELOW INSTEAD OFA :, �'•+ p ��' ALL THREAD CONNECTORS. FOOTING, FASTEN CRIPPLE STUDS TO NOTES FOR RAFTER TO TOP PLATE WITH 1!2"THROUGH BOLT. as FASTEN 7/16"OSB W/8d @ 6"O.C.ON FASTENING. STUDS BELOW WITH MSTA36 4X4 DIAGONAL BRACE. FASTEN TO STUD I . k�sze EDGES, 12"O.C. IN FIELD. (2)2x4 NO.2 SYP TOP PLATE FASTEN GROUP WITH 1/2"BOLT. COPE BRACE (2)2X6 WINDOW HEADER. FASTEN 2x6 SPF STUDS AT 16"O.C. STUDS TO TOP PLATE WITH SPH AT MEMBERS AS NEEDED TO HIDE BOLT. TO POST WITH HUSC26-2. Sheet No. 32"O.C. MINIMUM 2"OF WOOD TO REMAIN. I 6X6 NO.2 SYP POST. FASTEN TO CD CANTILEVER WALL SECTION 9 ROOF TO WALL 1 ® KORBEL DETAIL FOOTING WITHABU66. CONTINUOUS HEADER FRAMING 8 1/2"= 1'-0" 3/4"= 1'-0" 314"= 1'-0" POST DETAIL /4"= 1'- " S3 , 01 2 1 3 0 1/2"= 1'-0" 6 OF 6 2 ARCH ITETUBE INC JAA ARCHITECTURE INC. 271 6 ST. JOHNS AVE. JACKSONVILLE FL. 32205 P: (904) 379-5108 E: JOHN@JAAARCHITECTURE.COM LIC. AR92748 LOT 3 LOT 3 THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF DESIGNER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERVIEO FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE EAST%2 DESIGNER. EAST Y2 LOT 4 LOT 4 500010'24''N 50.05'M EXI5TIN6 FENCE 500°1 g'24"W 50.05'(M) W EXISTIU FENCE' LOT 5 50.02'(8) LOT 2 LOT 5 50.02'(R) LOT 2 all 1 O j O Q LLJ M WEST I � U � D- W N A �2 EXISTING \ O ( o O A o 0 SHED o � RE�oG�TED � L M LLJ A SHED NEW POOL ALL GOPIN6 � LOT 4 (� GURE35 TO BE Q BLOGK 16 n N PERVIOUS PAVERS �`►� x / ALL GOPIN6 GURBS Z LL TO BE PERVIOUSLc PAVERS - NEW PERVIOUS O PAVERS STYLE _ REAR SETBACK UD BY OWNER � WZ y Fe NU FENCE - 6' AG NU PERVIOUS HEIGHT MAX. - STYLE n GOQUINA SHELL TO MATCH EXISTIU J i 15.4 OL W - - I E UIP PAD O 2o.g V U pp `� WEST % I ZW 00 Lu NEW 3X3 A/C PADS LOT 4 D � J �. d. — BLOCK 16 IAa�P. z C.0 l Q A EXISTING 2-STORY NOOD lA/C A O FRAME RE51 DENGE PAD O -� �J #645 1 641 AG 2-STORY HOOD O PAD #645 641 D> O m w � m O NU FENCE W/ w LLl z U GATE - 6' HEIGHT 1 !C> _ MAX - STYLE TO 51 O�� MATCH EXISTING 5'-O" PROPERTY LINE LOT I PROPERTY LINE LOT 1 FRONT SETBAGK z I c) Q (� c) A NEW FRONT PORCH Z _ 0 T-' — O REVISIONS A - (� U N O ALL GOPIN6 ff GURB5 TO BE — m \ - PERVIOUS PAVERS - m # DATE DESCRIPTION W �� o NEW PERVIOUS �i \ 1 3.14.16 CITY COMMENTS #1 D- I _ FILE COPY �� COQUINA SHELL ��G I A 2 3.28.16 GIT'Y COMMENTS #2 D- I O LL DRIVEWAY WALKWAY I 3 IL - LL - 4 doom4 'ROWf• - >• 6 lw7 N00°001'32"W 50.02'(M) N00°0 '32' W 50.02'(M) NOTE: o � F� I. NO WATER RETENTION NEEDED, DOES k� ..-..»,.., O NOT EXCEED THE 4005OFT LIMIT �,/) � QER S 0A� /� A� A 2. GRADE TO SUPE AWAY FROM HOUSE V co=T A A,A A A AAA � � O G E \ F3 0 U EVA D ON ALL SIDES FOR DRAINAGE PURPOSES A 2 ��, _= D �0' RICHT OF WAY (60' RIGHT OF WAY) AF s °?� ( ) FRED ARG z EX ST NC SITE FLAN z 2 NEW SITE PLAN Ao.1 /8° = 1'-0" AO.1 I/8° = I'-o" LOT OOVERACE T PLAN NOTES DATE : 3.4.2016 LOT GOVERACE I. IT 15 THE RE5PON515IDTY OF THE GENERAL GONTRAGTOR TO STAKE-OUT P R J CT #: 15-086 AREA SOFT PERIMETER OF STRUGTURE � FIELD VERIFY ALL 5ETBAGKS PRIOR TO AREA SOFT GOMMENGEMENT OF GONSTRUGTION.q0 SHEET }IOU5E 1,521 NOTE: 2. FOOTPRINT PLACEMENT 15 SHOWN FOR REFERENCE ONLY � 15 SUBJECT HOUSE 1,243 SHED PORCH 4.25 NEW BOOL TO BE PERMITTED SEPARATELY TO GHAN6E - REF: NEW SURVEYOR LANDSGAPE PLANS (FINAL HOUSE SHED q0 ALL CURBS q5.6 LOCTBY U ATION D BE BUILDER OR FRONT PORCH 3q FOOL GOPIN6 36 3. VERIFY EXIST. FLOOD ZONES � COORDINATE ALL REQUIRED A/C PADS 18 -AZPADS 18 DOGUMENTS/REQUIREMENTS W/ NEW BUILDING LOCATION IF APPDGABLE. DRIVEWAY 412 E3AGKYARD PAVERS 230.8 � 4. VERIFY ALL CODES � RESTRICTIONS WITH STATE & LOCAL TOTAL 1,862 TOTAL 2,005.65 MUNIGIPALIITES PRIOR TO GONSTRUGTION. PERMIT SET i ARCH ITE TUR E INC JAA ARCHITECTURE INC. 2716 ST. JOHNS AVE. JACKSONVILLE FL. 32205 P: (904) 379-5108 E: JOHN@JAAARCHITECTURE.GOM LIC. AR92748 THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF DESIGNER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERVIED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT SE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER. A5 A5 A4 36-7" 2'-6' 2-6" 6'-10" 2'-2 5'-2" 5'-10" 2'-O" 6'-8" 2-0" 2-3" 1'-3" 6'-0" 6'-0" I'40 " 1'-6" ------------------ 3040 5H 304 SH 30 5H 306 5H 20 0 5H 50 5H 30 0 5H HEAD EIGHT @ HEAD EIGHT@ HEAD IGHT @ HEAD EIGHT @ HEAD EIGHT @ HEAD EIGHT @ HEAD EIGHT @ 8'D"A.F.F. 8'0"A.F.F. 8'0"A.F.F. 8'0"A.F.F. 8'0"A.F.F. T-0' A.F.F. l'-0' A,F.F C�EN �'J�L NOTES - - - - - - - - - - - - - - - - - �� LL LL� — 6 FED0 ; ® M ® � �� i N I. VERIFY RLL INTERIOR BEARING WALLS = _ _ -_ _ PER STRUCTURAL ENGINEER N N ` OFFICE l � BATH i GOVEREI PATIOco 2. PROVIDE ELEGTRIGAL GONDUIT5 TO s 10'-2" X 5'-O" m 24' O '� / -7" 8'-v" 15LAND5 A5 REQUIRED N ;, % 2668 PKT _ LL 3, ALL FLOOR FIN15HE5 TO BE DETERMINED 306FIxED 306 FIxED BY OWNER , CV = HEAD EIGHT @ HEAD EIGHT @ Q ► / T 0' 6068 SLD 5L5 4 6068 SLD 6L5 T-D A.F.Eco 4. FIRST FLOOR EXTERIOR DOORS ff dBEDROOM 4 ; 4'-6" 5'-6" I'-3" 4'12 11 WINDOWS TO HAVE 7-0' HEAD HEIGHTr I I'-2" X 13'-0" CV Q A.F,F. UNLESS NOTED OTHERWI5E - � m i.° _ ! MASTER BEDROOM 1 0<4 � I 5. SECOND FLOOR EXTERIOR WINDOW5 TO 14'-0' X ® HAVE 8'-0" HEAD HEIGHT A.F.F. UNLE55 N cs -I BATH NOTED OTHERWISE - _ U -Q X868 �� =a q._6.. X 5 11 o � .i �2 -� ; ' O �� LIVING ROOM � , t t � 3668 Bl FLD Lw s iil V 6. BUILDER TO VERIFY MIN. 24 SILL HEIGHT BEDROOM 3 o 8'-3" 3'-O" 3'-I CLOSET _ N 15'-O" X 13'-6" _ ALL SECOND STORY WINDOWS `" ' - 10 2' XII-4' o o 6-6 X 3'-2" v ALL DOOR B WINDOW BRAND TO BE ------------------ 1. Ras 5ELEGTED BY OWNER - Co Z NNW i 3668 81 FLD SAFE _ — -------INE-- R a 5- - CLOSET �� 8. PROVIDE ALL REQUIRED 2X BLOGKIN6 IN >5LA55 11- 6-211 X2-6-WALLS FOR CABINETS ff TV'S _ --- ° n N OARA6EM D J = 3668 BI FLD ! = N4 10-8 X 26-0" r 3-6 8 6q. ALL GL05ET5 ff PANTRY SHELVING TO BE __DETERMINED BY OWNER d wO a6 N m oQLu / 3' 6.. �,2" VI a q-0" BATH 3'-0" Oo J. _ tt v y m r� m � — 2 10. PROVIDE WD. OR FIBERBOARD TRIM i L------- == i'-8" X 5'-1" u 6 CONCRETE PARKING OVER GONG. FOUNDATION UNDER 4 �,v' V111", A4 % GURB ANCHORED WITH ''o ®� m A4 o b� STEEL REBAR'5PIKE5 EXTERIOR DOOR THRESHOLDS FLUSH ; o DOOR FRAMING TO TRIM (NOT) GONG. -' f' Gn % DINING ROOM °< o 0 0 0 5'-O'l X 8l-O" . z ! LAUNDRY = ;, ; ;,, , m �- --- MASTER BATHROOM 5'-6 X 5'-2" r R a s i - ------------ oo° ' 8 W D. 1 J GLO5ET STAIR NOTES _ W ------ ----- i Z X p 21-b" 7-O X 3-6 �n o I Q Q ! o �� 3668 BI FLP _ 5-0 6 3 ,. L (18) EQUAL RISERS AT 1-I/2" EA (11) EQUAL TREADS AT 10" W/ I" N051NO EA 2668 PKTL- (TOTAL TREAD DEPTH TO BE 11" MIN) _ i �� 2'-4° 8'-2" 2'-10" 7'-4" NN. � m d — Q ti `�oB O�. �4 / ° ® REF. 2. TREADS SHALL BE 2X12'5 GLUED & NAILED c> o Q o O a LI EN �obroii m / o o = Q (RIPPED DOWN AS REQUIRED) i = - ° - -------- - REVISIONS m __ O O S Lu % � ! f % v.� `D n (n Q1 o ( om ( # DATE DESCRIPTION %3. RISERS SHALL BE IX8'S GLUED & NAILED R e 5 BEDROOM I BEDROOM 2 _ 1 3.14,16 GITI' COMMENTS #I -------- - --- i 10'-2" X 12'-0" >'-2 X12'-0" < _ (RIPPED DOWN AS REQUIRED) OPEN RAILING KT N � 3 - _ i GHE 4. LANDIN65 SHALL BE GONSTRUGTED OF = '- w ° _ - m _ _ FOYER 2X8'5 @ 16" O.G. AND DEGKED W/3/4 < ° z 5 MASTER CLOSET I 7 7 X 6-4 - PLYWOOD GLUED $ 5GREWED, U.O.N. - I -3 X 11-011 I m wm O 6 to _ 5. STRINGERS SHALL BE 2X12'5 EQUALLY L -- xl- I 7 5PAGED (TYP) 7 �o G080GAR GE DOOR ', �''� OF t O �.�� 5H 4 u 30 SH 30 D 5H P O , 8'0' A.F.F. 8'-0"A.F.F. 8'-0"A.F.F. 8'-0"A.F.F. 8'-O"A.F.F. 8'-0'EIGHT @ HEAD HEIGH @ l'8" .F.F. HEAD HEIGH @ 7'8"A.F.F. 30 SH 30 5H 306 5H 30 5H 30 SH 306 HEAD EIGHT @ HEAD EIGHT @ HEAD EIGHT @ HEAD EIGHT @ HEAD EIGHT @ HEAD AFF i AREA [Ell . '= D'• . 0 Z. SQ. FT. 15T FLOOR 1054 ARR9 48 •O. �. 2ND FLOOR 1564 Ci L•.,,3f /' ,.• c� TOTAL LIVING 2618 2'-5 6'-4" I'-q" 2'-1" 3'-4" 2'-5" 2'-3" 1'-6" I'-6" 3'-I" 5'-O" 5'-4" 4`-q" 3'-10" 4'-3' I'-6" 3'-2 3'-I" s�FRED AR�'�\ 7 op of 70, 15T LVL FRONT PORCH 28 -3 101-6113'-I 7'-10" 2'-8" 3'-q" '012'- b 4'-7" 1'-6" l" i0'-4" I'-q" I'-I" 8'-7" 11" 5' DATE : 3.4.2016 PATIO UNDER 2ND STORY 182 GARAGE 2q8 TOTAL NON-LIVING 508 38'-7" 561-71, FILE COPY PRJCT # : TOTAL SQUARE FOOTA5E 3126 15-086 A =%:o = SHEET � A5 A4 EAfi�TITION LEGEND 1 7 MAR 4 2Q G EXISTING WALL TO REMAIN EXI5TIN5 WALL TO BE DEMOLISHED ------------� � 2 NSW SECOND FLOOR PLAN z 1 NSW FIRST FLOOfiz PLAN NEN WALL_ A2 1/4" = 1'-0" A2 1/4" = 1'-0" PERMIT SET f i R CH11' EC: TURE INC JAA ARCHITECTURE INC. 271 6 ST. JOHNS AVE. JACKSONVILLE FL. 32205 P: (904) 379-5108 E: JOHN@JAAARCHITECTURE.COM LIC. AR92748 THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF DESIGNER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERVIED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER. W i? M M W N I N g � co O.H. J GENERAL ROOF 07 TYP. J LL 0 :i� D-. A I. THE ROOFI NO PLAN IS GENERAL IN NATURE AND 6. ONNER OPTION: PROVIDE ALUMINUM GUTTERS N ~ INDICATES APPROXIMATE CONDITIONS AT THE DONNSFOUTS IT SELEGTED BY OWNER. OG TO — — PROJECT SITE AT THE TIME THE ROOFINO 15 INSTALL/COORDINATE. — — — — — READY TO BE INSTALLED. THE CONTRACTOR J zOOFINO SHIHOLE COLOR TO BE SELEGTED BY I I SHALL NOTIFY THE ARGHITEGT AND/OR OWNER OF UFACTURER � ( ANY DISCREPANCIES NNER SELEGTED MAN PRIOR TO PROCEEDING WITH W UJ THE WORK. 8. METAL FLASHINO Td BE 26 OA. O-qO GALVANIZED 0 NLESS NOTED OTHERNI5E. L 0 2. GENERAL CONTRACTOR TO COORDINATE WITH � NDERLAYMENT TO SELF ADHERING UNDERLAYMENT TRUSS MANUFACTURER AND MEGHAN!rAL O CONTRAGTOR THE PROV151ON OF ALL A/G DUCT MEM5RANE (POLY(5LAS5 TU PLUS OR EOUAL) OR OTHER — --j ui NORK OPENINGS THOUGH TRUSSES. SUBMIT SHOP ,ODE COMPLIANT UNDERLAYMENT AS SELEGTED BY OWNER DRANINO5 FOR APPROVAL. 10. 'ROVIDE PRESSURE-TREATED WOOD BATTENS �V}� 5/IF RECOMMENDED BY MANUFACTURER AND FOR ALL �e v 5. GENERAL GONTRAGTOR AND TRUSS ! tii� WALL BELOW, TYP. ROOFS w/ SLOPES OREATER THAN 7:12. (D Z MANUFACTURER TO COORDINATE ALIGNMENT OF USED, PROVIDE BATTENS N BATTENS ARE I TRUSSES. IF ANY DfSCREPANCG �IHE IES GONTA T THE HE LONG MAX. E 1/2" SPACE BETWEEN ENDS OF I DENOTES WINDOW/DOOR 0 < OWNER AND/OR ARGHITEGT PRIOR TO FABRICATION OF TRUSSES. 5ATTEN5, FOR WATER DRAINAGE. I I BELON J I1. 'ALL ROOFING TO BE METAL 5TANDINO SEAM 4. FOR COMPLETE ROOFING PLAN DETAILS REFER TO 5TRUGTURAL DRANINOS BY OTHERS. 12. ALL BEARINO POINTS TO HAVE O'-O" TRUSS HEEL 5. ATTIC INSULATION TO BE AS INDICATED ON NLE55 NOTED OTHERWISE. INDEX SHEET ADI AND PER THE PLAN NOTATIONS z II IL — ROOF /ENT GALGULATI ONS fI :500 RULE) L LOGA71ON LONER ROOF UPPER ROOF AREA SOFT. -IZ,'94 = 6 57. 6864 IN') OF N.F.A. _ 3:12 0 3:12 NFA REO'D NOT APPLICABLE 500 REQUIRED (SPLIT EQUALLY BETWEEN SOFFIT $ RIDGE VENTS OR ON RIDOE NOT APPLICABLE N 7 APPLIGABLE — J REVISIONS ' COBRA HIP VENT OR SIM. 501 X Cl IN NFA _ # DATE DESCRIPTION ON HIP NOT APPLIGABLE P :R FT. = 450 IN NFA OF HIP VENT I i 1 3.14.16 CITY GOMMENTS #1 ROOF FRAMING DETAILS2 OFF RIDGE NOT APPLICABLE NOT APPLIGABLE I 3 4 ' 1. NEW ROOF FRAMING SHALL BE GONVENTONALLY NOTES; I 5 FRAMED - REFER TO SfRUGTURAL 1. SOFFIT VENT TYPE TO BE DETERMINED BY O.G. 6 2. NEW ROOF FRAMING LUMBER SHALL BE #?_ SPF OR 2. THE CALGULATIONS AND VENT LOCATIONS INDICATED ON THESE PLANS ARE FOR I 7 REFERENCE ONLY. RIDGE VENTS ARE GALGULATED AT 2.5 50. IN. PER FT OF N.F.A. BETTER OR\/s ARE GALGULATED AT 60 50. IN. OF NFA. IT 15 THE RESPONSIBILITY OF THE OG TO COORDINATE VENTILATION TO BE INSTALLED WITH MAN UFAGTURER AND PROVIDE ALL Z�� XA O Ft 3. ROOD SLOPE SHALL BE 3:12 UNLE55 NOTED NECESSARY VENTILATION AT ROOF A5 PER THE FLORIDA BUILDING CODE. /v o/y%llQ OTHERWISE ,.•� <<t-y 5. PROVIDED ROOF EXHAUST N.F.A. SHALL NOT EXCEED T #E PROVIDED INTAKE SOFFIT 4. ROOF OVERHANG SHALL BE 24' FROM FACE OF N.F.A. INTAKE SOFFIT SHALL BE EOUAL TO OR CREATE : THAN EXHAUST N.F.A. it v :• • FRAME TO TAIL OF RAFTER - UNLESS NOTED to o OTHERWISE ( ?J : AR92748 4. I8" FULLY VENTED VINYL SOFFIT PROVIDES APPROX. � 50.IN. PER 50. FT OF NET FREE AREA 5. NEW ROOFING SHALL BE METAL 5TANDIN(5 SEAM - SELEGTION BY BUILDER 5, 12'' FULLY VENTED SCREEN SOFFIT PROVIDES APPROX_ SO.IN. PER 50. FT OF NET FREE �'ED AR AREA 6. HEADER AND BEAM SIZES TO BE DETERMINED BY I L _ DATE: 3.4.2016 5TRUGTURAL ENGINEER _ E COr * N.F.A. = NET FREE AREA V 6 :12 6:12 O CL P R J C T 15-086 7. GONTRAGTOR TO PROVIDE SOFFIT a ROOF VENTING * R.\/. = RIDGE VENT _ o A5 REQUIRED TO MEED MANUFACTURER SPECS. AND O.R.V. = OFF RIDGE VENT n� LOGAL CODE REQUIREMENT5. L.F.R. LINEAR FEET OF RC-)OE 12 6:12 OE U SHEET _ — O.H. TYP. MAR 1 4 2016 A3 z ROOF PLAN A3 I/4" = I'-O" PERMIT SET ARCHITECTURE INC I JAA ARCHITECTURE INC. 271 6 ST. JOHNS AVE. JACKSONVILLE FL. 32205 P: (904) 379-5108 E: JOHN@JAAARCHITECTURE.COM LIC. AR92748 THIS DOCUMENT, ALONG WITH AS50CIATEO DOCUMENTS, IS AN INSTRUMENT OF DESIGNERS SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERVIED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER. LGT '.IGL LEGEND FLOOD LI5HT5,TYP. FLOOD LISHT5, TYP. " SWITCHED OR HARDWIRED SWITCHED OR HARDWIRED 110. V. DUPLEX OUTLET T.B.D. BY GONTRAGTOR T.B.D. BY GONTRAGTOR 6 1 110. V. OFI DUPLEX OUTLET - - _ _ - H n 1 /rte I///2-5 / 1 42 _ e - -----. - . _ �.. NUMBER INDICATES HIOHT A.F.F. f / �11 d ,42 0 _ WATER PROOF II. V. DUPLEX OUTLET , I HPHPLL GEILINO MOUNTED DUPLEX OUTLET - ,_ _- i,__ _ � -_' � � FLOOR MOUNTED DUPLEX OUTLET P O -�A SINOLE SWITGH C i W P WP WP T y WP T -�- 2-WAY SWITCH ." ,; � ' % � � k �: _I � _ _/ i l Y 1\4 FAN/LIOHT UNIT \ 2 _ W LU 5MOKE/GARBON MONOXIDE _ DETECTOR GOMBO \ REGE55ED GEILINO LIOHT Fh / MOISTURE PROOF REGE55ED !� I ` 'i ' GEILINO LIGHT \ Lo \ % Lei.. MP I� � -�} GEILWO MOUNTED LIGHT FIXTURE 'i - � I ; WALL MOUNTED L10HT FIXTURE �� OARBAOE DISF05AL / 5 i FLOOD LIGHT ® TANKLE55 WATER HEATER I, l 6H 5H -/- 1 IIIZI77i.'/ ; ELECTRICAL PANEL 4 42" F i mp , GEILING FAN W/ LIOHT MP r � 44 GFI � GR - , 117 NOTE r \ F ALL 120, SINSLE PHASE, 15 AND 20 AMP BRANCH GIRGUITS _ 5UPPLYINS OUTLETS IN DWELLIN5UNITS SHALL BE PROTEGTED BY A L15TED AFGI, COMBINATION TYPE, �i \ / '- -- r'' 5 / r 5NITCH UNDER I INSTALLED TO PROVIDE PROTECTION OF THE BRANCH / .;, 4'''I caeiNeT REVISIONS DATE DESCRIPTION CIRCUIT FBG R3g02.12 AND NEG 210.12 / / lz TV / 1 3.14.16 CITY GOMMENT5 #1 41 r II\\ r' , EEE I GAGY NOTE: ' '' \ 5 � r NOTE i ':. iv �. - _, , � ✓, ,-.�I CONTRACTOR TO CONSULT WITH LICENSED ELECTRICIAN �, ALL PERMANENTLY INSTALLED, INTERIOR AND EXTERIOR LIGHT FOR RECEPTACLE REQUIREMENT PER NEC 2011 , _ _ FIXTURES TO HAVE 100% HIGH-EFFICACY GFL LAMPS OR LEDS \\ „', NY— (THIS REQUIREMENT 15 ONLY APPLICABLE TO NEW CONSTRUCTION) 'L OF LO TRACTOR LICENSED ELEGTRIGAL S O THE GENERAL GON 1 R ARE RESPONSIBLE FOR VERIFYING ALL f 5 �2 Q',.•'p q+•/Q r GONTRAGTOR ,. `� R WIRING TIE ALL ✓ r^, 3/)/ EXISTING LOADS, GIRGUITS, BREAKE S, ` NEW FIXTURES, OUTLETS, SWITGHE5, ETG. INTO EXIST. PER 42 i { / o o S D•. STATE ff LOCAL CODES * ✓� J " - - z I / Q i 0 Z; • L _. 1 _--. . _— _ k J1 .. f�f� -./ //i '�---_._ _- ✓ i; �/, .� T, _:Jr l �. . / ° V FLOOD LIGHTS, TYP. �— - -'� - FLOOD L16HT5, TYP. FR48 ED P, 5WITGHED OR HARDWIRED -