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675 BEACH AVE - DECK, PORCH DOORS & WINDOW DRAWINGS NEW RENOVATION AA AR CHIT T R y�r � 2 '7 1 6 ST J O H N `S AVE �` 3 O`� JACKSONVILLE FL . 32205 BENZ RESIE) ENCE i,.,,.,:....; ..:::.�`'a�`.u�r.«,� • ,.z .<:«;`: AR 9274B AVE , 675 BEACH FL ARCH l T F LJ R l C 904 . 3 9 . 5106 ABBREVIATIONS SYMBOLS GENERAL NOTES CODE SUMMARY FIRE MARSHAL NOTES ABV ABOVE KIT KITCHEN A-INTENT& USE OF CONSTRUCTION DOCUMENTS AFF "ABOVE FINISHED FLOOR K/S KNEE SPACE AP ACCESS PANEL KD KNOCKDOWN COLUMN -------- NOT APPLICABLE -------- ACT ACOUSTIC CEILING TILE 1. THE PURPOSE OF THESE DOCUMENTS IS TO CONVEY DESIGN INTENT ONLY. THE 4. CONTRACTOR AND SUB-CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS APPLICABLE CODES FLORIDA BUILDING CODE 5TH EDITION,RESIDENTIAL(2014) ACOUS ACOUSTICAL LAB LABORATORY DESIGNATION CONTRACTOR SHALL A) BE SOLELY RESPONSIBLE FOR COMPLIANCE WITH ORDERS AND CONDITIONS SHOWN ON DOCUMENTS AND MUST NOTIFY ARCHITECT OF ADDL. ADDITIONAL LAM LAMINATED (:DA JURISDICTION ATLANTIC BEACH,DUVAL COUNTY,FLORIDA ADH ADHESIVE LUL LAMINATED VENEER LUMBER OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK, B) ANY DISCREPANCIES,OMISSIONS AND/OR CONFLICTS PRIOR TO PROCEEDING - --- - ---- ADJ ADJACENT LT LAUNDRY TUB PROMPILY NOTIFY ARCHITECT IF THE DRAWINGS AND SPECIFICATIONS ARE AT WITH HE WORK. ALTERATION LEVEL LEVEL III ALTERATION FBC 2014 EXISTii G BLDG ADJST ADJUSTABLE LAV LAVITORY (405,1 i A/C AIR CONDITIONING LDR LEADER VARIANCE THEREWITH,AND C)OBTAIN ALL REQUISITE BUILDING AND OTHER ----------------- ALT AIR HANDLING UNIT LH LEFT HAND PERMITS REQUIRED IN CONNECTION WITH THE WORK. 5. EA..H TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL NOT OCCUPANCY TYPE R-3 RESIDENTIAL(PRIVATE RESIDENCE) FBC?_014(304.1) _ ALT ALTERNATE L LENGTH CONSTRUCTION TYPE V-B FBC 2014(TABLE 6_01) ALT ALUMINUM LGMF LIGHT GAUGE MTL FRAMING ROOM DELA OTHER TRADES. _ AMP AMPHERE LIN FT LINEAR FEET NAME 2. THE CONTRACTOR WILL BE PRESUMED TO HAVE INSPECTED THE SITE AND TO RISK CATEGORY CAT II FBC 2014(TABLE 1604.5) A.B. ANCHOR BOLT LOC LOCATION - ---- ---__- -___ ANDD ANODIZED LVR LOUVER ROOM NAME -ROOM HAVE READ AND TO BE THOROUGHLY FAMILIAR WITH THE DRAWINGS AND 6. THECONTRACTOR IS RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO WIND SPEED ZONE 130 MPH APRVD APPROVED LP LOW POINT - SPECIFICATIONS. THE FAILURE OR OMISSION OF ANY CONTRACTOR TO EXAMINE ALL T ADES UNDER THEIR JURISDICTION. EXPOSURE CATEGORY SURFACE D ARCH ARCHITECTURAL) �oo NUMBER ASPH ASPHALT MFR MANUFACTURER ANY FORM,INSTRUMENT OR DOCUMENT SHALL IN NO WAY RELIEVE THE IMPACT RESISTANT GLAZING REQUIRED Y/N N Q AT MRB MARBLE �-ROOM AREA CONTRAC(OR FROM ANY OBLIGATION IN RESPECT TO HIS WORK. 7. D NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE --- AVG AVERAGE MB MARKER BOARD S.F, DRA 'I NGS TO GOVERN OVER SMALLER SCALE DRAWINGS. MO MASONRY OPENING EXISTING AREA BM BEAM MATL MATERIAL 3, THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME _ BRG BEARING MAX MAXIMUM ALLOWABLE AREA UNLIMITED FBC 2014 (TABLE 503) BPL BEARING PLATE MECH MECHANICAL WITHOUT CONTRACT DOCUMENTS,OR WHERE REQUIRED,APPROVED SHOP 8. DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION. B.M. BENCH MARK MED MEDIUM DRAWINGS-PRODUCT DATA OR SAMPLE FOR SUCH PORTION OF THE WORK. DIMENSIONS ARE NOMINAL UNLESS OTHERWISE INDICATED. AREA OF WORK 770 SF BTWN BETWEEN MDFB MEDIUM DENSITY FIBER BOARD DOOR BF BI-FOLD(DOOR) MDO MEDIUM DENSITY OVERLAY NUMBER BIT BITUMINOUS MEMB MEMBRANE 00 4. THESE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK 9. IF DIMENSIONS ARE IN QUESTION,THE CONTRACTOR IS RESPONSIBLE TO GET ALLOWABLE BUILDING HEIGHT 40 FT BLK BLOCK MTL METAL REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS CLARI ICATION AND DIRECTION FROM ARCHITECT PRIOR TO PROCEEDING WITH - -- -- ---- - BLKG BLOCKING MT METAL THRESHOLD PROPOSED BUILDING HEIGHT EXISTING BD BOARD MEZZ MEZZANINE OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE THE WORK. BTM BOTTOM MM MILLIMETER INDICATED OR DESCRIBED,THE CONTRACTOR SHALL FURNISH ALL ITEMS BTU BRICK MIN MINIMUM -WINDOW ALLOWABLE# OF STORIES 3 FBC 2014 BTU BRITISH THERMAL UNIT MR MIRROR � TYPE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK, 10. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED (TABLE 503) BLDG BUILDING MO MISCELLANEOUS A DECISIONS OF ARCHITECT AS TO THE ITEMS OF WORK INCLUDED WITHIN THE FOR HIS WORK UNLESS OTHERWISE NOTED. EXISTING# OF STORIES 2 BUR BUILT UP ROOF MOD MODULAR MTD MOUNTED SCOPE OF THESE DOCUMENTS SHALL BE FINAL AND BINDING ON THE CAB CABINET MULL MULLION PARTITION CONTRACTOR AND THE OWNER. 11. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR CAP. CAPACITY CPT CARPET NATL NATIONAL 0 TYPE WALL SUPPORTED ELEMENTS INCLUDING MILLWORK, EQUIPMENT, FIXTURES AND VICINITY MAP CON?R CASED IN PLACE NOM NATIONAL GEODETIC VERTICAL DATUM 5. THE ARC:HITECT RESERVES THE RIGHT TO REJECT ITEMS INCORPORATED INTO FURNI URE. CONTRACTOR TO VERIFY EXTENT AND COORDINATE WITH CIP CAST IN PLACE NOM NOMINAL CI CAST IRON N NORTH THE WORK WHICH FAIL TO MEET THE SPECIFIED MINIMUM REQUIREMENTS. THE APPROPRIATE SUBCONTRACTORS. Cs CAST STONE NIC NOT wCONTRACT KEYNOTE ARCHITECT FURTHER RESERVES THE RIGHT,AND WITHOUT PREJUDICE TO OTHER �a3;hsr 4. � nor'.:�J „ 7zit,st CB CATCH BASIN NTS NOT TO SCALE t " t CLG CEILING NO NUMBER RECOURSE. ARCHITECT MAY OR MAY NOT ACCEPT NON-COMPLYING ITEMS 12. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY CEM CEMENT O uy a. krtej rcf z;p ° 9tY,S. '" CL CENTERLINE OBS oBscurzE SUBJECT TO ANY ADJUSTMENT IN THE CONTRACT AMOUNT AS APPROVED BY THE RESPE CT,UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND .- F CMT CERAMIC MOSAIC TILE OFF OFFICE TOILET ARCHITECT AND/OR THE OWNER. EQUIPMENT TO BE STORED AND INSTALLED IN ACCORDANCE WITH THE ivy,. tn F �YNr CT CERAMICTIE oC ON CENTER MAN FACTURER'SWRITTEN RECOMMENDATIONS AND INSTRUCTIONS. p4z n{zan CHAM CHAMFER OCC OCCUPANT ACCESSORIE _ l a CHG CHANGE OJ OPEN WEB STEEL JOIST A S B-PERMITS,FEES,TAXES,& NOTICESJ.z� iazx� s;, ,tT"c dtitut CFT CHANNEL OPG OPENING 11. THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS zf,,, fit - CHW CHILLED WATER OPER OPERABLE �t , G ptl,st CLO CLOSET OPP OPPOSITE 1. THE CONTRACTOR SHALL PAY ALL SALES,CONSUMER,AND OTHER SIMILAR SPECIFIED. WHERE THE TERMS "EQUAL TO"OR"APPROVED EQUAL"ARE USED, °sr sa0a,n f cw COLD WATER OPT OPTIONAL TAXES FOR THE WORK OR PORTIONS THEREOF PROVIDED BY THE CONTRACTOR ARCHITECT TO DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY THE ��, COL COLUMN OSB ORIENTED STRAND BOARD REVISION COMB COMBINATION Oz OUNCE WHICH ARE LEGALLY ENACTED AT THE TIME OF CONSTRUCTION. CONTACTOR. �' at" ` CONC CONCRETE OD OUTSIDE DIAMETER CLOUD x m CMU CONCRETE MASONRY UNIT OA OVERALL , a GOND CONDUIT OHD OVERHEAD DOOR � /:NUMBER REVISION 2. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS,THE 12. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S ��.,, s � � CONN CONNECTION OGD OVERHEAD GARAGE DOOR /u CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND FOR ALL RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND _ s,. :t:, CONSTR CONSTRUCTION `" - CONTR CONTINUOUS PTD PAINTED OTHER PERMITS AND GOVERNMENTAL FEES,LICENSES AND INSPECTIONS INSTALLATION SPECIFIED. 5 , �, ,• { etr Tar• FrfxurrR fi CON CONTRACTOR PR PAIR NECESSARYV FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. , s s M cJ CONTROL JOINT PAR PARALLEL 13. PAINT TO BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S CG CORNER GUARD PKG PARKING NORTH CORR CORRIDOR PBD PARTICLE BOARD 3, THE CO�!TRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, DIRECTIONS OVER PROPERLY PREPARED SURFACES. WALLS TO BE STRAIGHT AND DRAWING INDEX CTR COUNTER PART PARTITION ARROWS; $F t e a crzs courzsE(s) PVMr PAVEMENT ORDINANCES,RULES, REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC SMO TH. PROVIDE MINIMUM ONE COAT PRIME AND ONE FINISH COAT. CU CUBIC PED PEDESTAL SINK AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. FINISH D COAT TO COMPLETELY COVER WITH NO STREAKING OR BLEEDING OF ARCHITECTURAL CFT CUBIC FEET PLAS PLASTER CFM CUBIC FEET PER MINUTE P-LAM PLASTIC LAMINATE UNDERCOATS. t t �� r>���� � �'� �' � � �t �, ,��� A001 KEYNOTES,PARTITION TYPES,SCHEDULES CY15 CUBIC YARD PLT PLATE 4. THE CONTRACTOR SHALL EXERCISE REASONABLE EFFORT TO MAKE CERTAIN PLBG PLUMBING THAT THE CONTRACT DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE 14. M LLWORK TO CONFORM WITH AWI STANDARDS FOR PREMIUM GRADE E w A100 SITE PLAN DP DAMPPROOFING PLY PLYWOOD nt: A1O1 FLOOR PLAN DB DECIBEL PNT POINT INDICATES DIRECTION LAWS,STATUTES,BUILDING CODES AND REGULATIONS. IF THE CONTRACTOR MILLWORK. DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPONSIBLE DEG DEGREE PVC POLYVINYL CHLORIDE PIPE OF CUTTING PLANE OBSERVES?i IAT ANY OF THE CONTRACT DOCUMENTS ARE AT VARIANCE FOR ILLWORK ENGINEERING. `M A102 ROOF PLAN DEMO DEMOLISH(DEMOLITION) PORT PORTABLE r{, DEPT DEPARTMENT # POUND THEREWITH 1N ANY RESPECT,HE SHALL PROMPTLY NOTIFY ARCHITECT IN WRITING, A201 ELEVATIONS DEPT DEPRESSED LB POUND AND ANY NECESSARY CHANGES SHALL BE ACCOMPLISHED BY APPROPRIATE 15. DRYWALL CONTRACTOR TO CLOSELY COORDINATE HIS WORK WITH THAT OF =` DIAG DIAGONAL PSF POUNDS PER SQUARE FT OPLUMBINGa` f� DIA DIAMETER._ PC PRECAST Q MODIFICA.:ON;- OTHER TRADES. WHERE DRYWALL IS IN CONFLICT WITH DUCTWORK, ; DIFF DIFFUScR PFB PREFABRICATED LINES, ETC, THIS CONTRACTOR TO PROVIDE ALL NECESSARY BRIDGING AND y STRUCTURAL ;'' 4 gt l hetzV•.zxq DIM DIMENSION PREFAB PREFABRICATED ri DIG DIRECTORY PT PRESSURE TREATED 5. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO BRACING REQUIRED TO SECURE DRYWALL AND TO MAINTAIN FIRE OR SOUND a � z K£ie S0.0 DESIGN CRITERIA AND GENERAL NOTES Dw DISHWASHER PL PROPERTY LINE SUCH LAWS, ORDINANCES,RULES AND REGULATIONS,AND WITHOUT SUCH RATING WHERE REQUIRED. . A v DIS DISPENSER S1.0 FOUNDATION/ IST LEVEL WALL/DECK FRAMING DR DOOR QTY QUANTITY NOTICE TO DESIGNER, HE SHALL ASSUME FULL RESPONSIBILITY THEREFORE AND DO DOOR OPENING QT QUARRY TILE INDICATES DRAWING r t „c,r SHALL BEA?ALL'COSTS ATTRIBUTABLE THERETO, 16. THE CONTRACTOR WARRANTS TO THE OWNER THAT ALL MATERIALS AND ��� � �� � � � S1,1 DECK PLAN AND DETAILS ° � xy a tet. DA DOUBLE ACTING o NUMBER EQUIP ENT FURNISHED UNDER THIS CONTRACT WILL BE NEW UNLESSOTHERWISE " o a W i S2.0 TYPICAL DETAILS DTA DOVETAIL ANCHOR RAD RADIUS O DTs DOVETAIL SLOT REC RECEPTOR Q C-COORDINATION &SUPERVISION SPECIFIED,AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS PROJECT LOCATION , DN DOWN RECT RECTANGLE INDICATES SHEET AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS FOR A D DIDS OWNSPOUT RCP REFLECTED JECEILING PLAN NUMBER 1. ALL WOPK TO BE SCHEDULED DURING REGULAR BUSINESS HOURS UNLESS PERIOD OF NOT LESS THAN ONE YEAR FROM THE COMPLETION OF DWG DRAWER REF REFRIGERATOR BUILDING SECTION NOTED Of rRWISE. CONSTRUCTION, ALL WORK NOT CONFORMING TO THESE REQUIREMENTS, DWG DRAWING REG REINFOGLET INCLUDING SUBSTITUTIONS NOT PROPERLY APPROVED AND AUTHORIZED, MAY BE DF DRINKING FOUNTAIN REINF REINFORCEMENT DRY DRYER(MACHINE) READ REQUIRED 2. CONTRACTOR TO PROVIDE ADVANCE NOTIFICATION TO TENANT'S CONSIDERED DEFECTIVE. RESIL RESILIENT EA EACH R/A RETURN AIR INDICATES REPRESENTATIVE WHEN TENANT OR THEIR CONTRACTOR(S)ARE REQUIRED AT JOB E EAST RVD REVISED DIRECTION OF VIEW SITE FOR COORDINATION MEETINGS OR INSTALLATIONS. E- INS ALLATION NOTES(MAY NOT APPLY) ELEC ELECTRIC REV REVISION "s EP ELECTRIC PANEL R RISER(STAIR) Ewc ELECTRIC WATER COOLER R&S ROD&SHELF INDICATES DRAWING 3. UPON COMPLETION OF THE WORK,THE CONTRACTOR TO NOTIFY BUILDING 1. ALL INSTALLED PLUMBING,MECHANICAL AND ELECTRICAL EQUIPMENT TO EWH ELECTRIC WATER HEATER RD ROOF DRAIN NUMBER ELEV ELEVATION RDL ROOF DRAIN LEADER OWNER REPRESENTATIVE THAT THE PROJECT IS READY FOR INSPECTION. OPERATE QUIETLY AND BE FREE OF VIBRATION. i EL ELEVATOR RFH ROOF HATCH AO OWNER/REP WILL COMPILE A"PUNCH LIST" OF CORRECTIONS NEEDED OF EMER EMERGENCY RM ROOM INDICATES SHEET ENCL ENCLOSURE RO ROUGH OPENING NUMBER UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE 2. UN .ESS OTHERWISE NOTED IN MECHANICAL DRAWINGS OR SPECIFICATIONS, ENGR ENGINEER RUB RUBBER ELEVATION MARK CONTINGENT UPON THE SUCCESSFUL COMPLETION OF THE PUNCH LIST. HOLD DUCTS AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE ABOVE. ENT ENTRANCE RT RUBBER TILE EQ EQUAL EQUIP EQUIPMENT SAN SANITARY 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE 3. THE CONTRACTOR SHALL NOT LOCATE CEILING DIFFUSERS OR REGISTERS EF EXHAUST FAN SCT SCHEDULE CONTRACTOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY WHERE: FULL HEIGHT SHELVING, FILES OR STORAGE UNITS ARE INDICATED ON ETR EXISTING TO REMAIN SLT SEALANT EXIST EXISTING TO REMAIN SECT SECTION INDICATES RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,TECHNIQUES, PLANS (IF APPLICABLE) EB EXPANSION BOLT SERV SERVICE DIRECTION OF SEQUENCES AND PROCEDURES,AND SHALL COORDINATE ALL PORTIONS OF THE EJ EXPANSION JOINT SHTHG SHEATHING EXP EXPOSED SHT SHEET W �g WING WORK. 4. ALL CEILING DIFFUSERS AND REGISTERS TO BE THE SAME COLOR AS THE EXT EXTERIOR SH SHELVES CEILINGUNLESS NOTED OTHERWISE. EIFS EXTERIOR INSULATION FINISH SYSTEM SIM SIMILAR NUMBER SNK SINK Q 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND 5. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION FOS FACE OF STUD SOG SLAB ON GRADE INDICATES SHEET OMISSIONS OF THE CONTRACTOR'S EMPLOYEES,SUBCONTRACTORS AND THEIR OF SPECIFIED FINISHES. FF FINISH FLOOR ELEVATION SGD SH FLOOR SL SLIDING GLASS DOOR NUMBER AGENTS AND EMPLOYEES,AND ANY OTHER PERSONS PERFORMING ANY OF THE FIN FINISHED SD SMOKE DETECTOR WORK UNDER A CONTRACT WITH THE CONTRACTOR. 5. PATCH ALL AREAS WHERE THE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE FA FIRE ALARM SC SOLID CORE FE FI RE EXTINGUISHER SS SOLID SURFACE INSTALLATION OF SPECIFIED FLOOR FINISH(-ES). FEB FIRE EXTINGUISHER BOX S SOUTH 6. THE CONTRACTOR TO,AT ALL TIMES, KEEP THE PREMISES FREE OF FEC FIRE EXTINGUISHER CABINET SPK SPEAKER WALL SECTION , FHC FIRE HOSE CABINET SPEC SPECIFICATION ACCUMULATION OF WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT 6. PROVIDE ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF ELECTRICAL {api lANCe FRT FIRE RETARDANT TREATED SQ SQUARE CLEAN DAILY. AND OICE/DATA OUTLETS,THERMOSTATS,SWITCHES AND OTHER DEVICES. ED v:011 COIDE'C EACH FPL FIREPLACE SQ FT SQUARE FEET FP FIREPROOFING SST STAINLESS STEEL FL FIXTURE STD STANDARD INDICATES DETAIL 7, THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK 7. EXT_ND ALL FIRE RATED PARTITIONS TO STRUCTURE; FILL ALL VOIDS WITH FIRE REVIEW of AVANT,ppt[t),flo FL FLOOR ST STEEL NUMBER CI"� F4R A S FD FLOOR DRAIN SD STORM DRAIN INCLUD NG THE CONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO INCLUDE SAFIN MATERIAL OR FIRE-RATED CAULK,CONTINUOUS AS REQUIRED BY CODE. RM1'fS pMptS1ON FLUOR FLUORESCENT STR STRUCTURAL (14L FT FOOT SUSP SUSPENDED INDICATES SHEET WINDOWS AND CEILINGS. SEE pE p�Np C 8. ALL FIRE EXTINGUISHER CABINETS OR ELECTRICAL PANELS LOCATED IN RATED RE©UIREMENSS rG FOOTIDATION SYM SYMBOL NUMBER Oaf' F&I FURNISH AND INSTALL TB TACKBOARD DETAIL D-LABOR,MATERIALS,&WARRANTY PARTITONS TO BE BACKED WITH GYPSUM BOARD AS REQUIRED TO MAINTAIN gY:�� FBO FURNISHED BY OTHERS TEL TELEPHONE PARTITON RATING. pEt�tCwEp FURR FURRED(ING) TV TELEVISION 1. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS,THE ,ro Fur FUTURE TEMP TEMPERED CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR,MATERIALS, 9. CO TRACTOR IS RESPONSIBLE FOR FIRESTOPPING ALL NEW AND EXISTING FIREt S �� THK THICK(NESS) �/• GAL GALLON THRU THROUGH EQUIPMENT,TOOLS,CONSTRUCTION EQUIPMENT AND MACHINERY, RATED PARTITIONS AND ALL PENETRATION THROUGH RATED AREAS INCLUDING GALV GALVANIZED T&G TONGUE AND GROOVE TRANSPORTATION,AND OTHER FACILITIES AND SERVICES NECESSARY FOR THE SLABS. SEAL TO MAINTAIN PROPER RATING, GA GAUGE TOS TOP OF STEEL GC GENERAL CONTRACTOR TOW TOP OF WINDOW PROPER EXECUTION AND COMPLETION OF THE WORK. GL GLASS T TREADS 10. WHERE EXISTING FIREPROOFING HAS BEEN REMOVED AT COLUMNS OR GOVT GOVERNMENT TYP TYPICAL GB GRAB BAR 2, THE CONTRACTOR SHALL AT ALL TIMES ENFORCE STRICT DISCIPLINE AND BEAM NEW FIREPROOFING TO BE INSTALLED TO COMPLY WITH THE REQUIRED GR GRADE LIC UNDERCUT GOOD ORDER AMONG THE CONTRACTOR'S EMPLOYEES AND SHALL NOT FIRER TING. CONTRACTOR TO VERIFY IN FIELD. GFI GROUND FAULT INTERRUPTER UNF UNFINISHED GT GROUT UNO UNLESS NOTED OTHERWISE EMPLOY ON THE WORK ANY UNFIT PERSON OR ANYONE NOT SKILLED IN THE TASK GYPS GYPSUM SHEATHING UR URINAL ASSIGNEDTHEM. 11. WHERE PIPES,CONDUITS OR LOW TENSION WIRING PENETRATE A FIRE RATED GWB GYPSUM WALL BOARD VAC VACUUM ENCLOSURE,THE SPACE AROUND SHALL NOT EXCEED 1/2"AND SHALL BE PACKED HC HANDICAP VB VANITY BASE 3. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN SOLID VVITH BATT INSULATION AND FITTED WITH ESCUTCHEON PLATES ON BOTH HDWD HARDWOOD HARDWARE VAR VARIIEES BARRIER ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN SIDES R EQUIVALENT TREATMENT TO INSURE COMPLIANCE WITH FIRE RATING. HDR HEADER VP VENEER PLASTER COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENT LAWS, HTR HEATER V VENT HVAC HEATING,VENT&AIR COND. VTR VENT THRUROOF STATUTES OR ORDINANCES CONCERNING THE USE OF UNION LABOR. 12. WHERE DUCT OR PART OF DUCT IS RUNNING PARALLEL OVER FIRE RATED HGT HEIGHT VIF VERIFY IN FIELD PARTITION,EXTEND RATED PARTITION AROUND DUCT TO EFFECT COMPLETE p� 0 MAINT=NANCE OF FIRE-RATING. A .�-L S 0 , HP HIGHT POINT VERT VERTICAL HCR HOLLOW CORE VEST VESTIBULE HM HOLLOW METAL VBS VINYL BASE HOR HORIZONTAL VCT VINYL COFAPOSITION TILE HB HOSE BIB VT VINYL TILE V a HW HOT WATER HOUR' HOUR WIC WALK-IN CILOSET WASH WASHING(MACHINE IN IN LIEU OF WH WATER HEATER IN INCH WP WATERPROOF OA A 214 ID INSIDE DIAMETER WT WEIGHT INSUL INSULATION WWF WELDED VIRE FABRIC INT IN WWM WELDED ARE MESH W WEST . 04 f, JAN JANITOR W WIDTH � ���•'�,�" i JT JOINT WIN WINDOW JST JOIST W/ WITH W/o WITHOUT WD WOOD O ARCH ITECTURE £ INC JAA ARCHITECTURE INC. V� 2716 ST.JOHN'S AVE JACKSONVILLE FL.32205 P: (904) 379-5108 E: JOHN@JAAARCHITECTURE.COM LIC.AR92748 THIS DOCUMENT, ALONG WITH NTH STREET ASSOCIATED DOCUMENTS, IS AN Sr`Vt f INSTRUMENT OF DESIGNER'S PAVES PUBLIC ROAD SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. 40' R.O•W• 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. I I I BOTH THE NORTH SIDE SETBACK OF THE DECK, AT 6-7, AND THE LOT 6 SOUTH SIDE SETBACK TO THE DECK/HOUSE, AT 8'-0", COMES TO A I LL COMBINED 14'-7"WITH THE ALLOWED 24"OVERHANG OF A DECK INTO A REQUIRED SETBACK. THE COMBINED REQUIRED SETBACK IN ATLANTIC BEACH IS 15-0". BY APPLYING THE 24"OVERHANG THAT IS I PERMITTED BY CODE, WE ARE WITHIN THE COMBINED MINIUM SIDE WOOD STEPS SETBACKS OF 13'-0". U 2 I I W Z 1 N 830 29 N'E 266.50' PLANTER I CONCRETE SEAWALL O C)_ � r"' � I y_ 0 C) r- Almemo ago �- !!r411 �� I 20' _011 I —� =— BRICK STEP dam Gum _ _ _- I 0 Q Z _ � AND LANDING I 8' cn - ALTERATION 34.9 – , I 4WDT 2ND STORY PROPERTY O J To CCCL dow - COVERED CONCRETE, WOOD DECK 1 I LINE SETBACK U) ago ABOVE I z I, ' GRASSI W Q Ln I W LL � ° CA II•-" EXISTING ,STEPS m n TWO STORY FRAME I I = I O RESIDENCE I EXISTING RETAINING WALL RIP RAP Noui I • � - _ " . 675-•; •" 4 � �, •I ( I LlJ E PLANTER I. 2ND STORY WOOD i ,W PL T R �• - -. - -- - - . . . . - - I n ." "• 'I DECK ABOVE - r BRICK ;, V CONCRETE WALK, I70 , " , y� r NEW PT 6x6 WD COLUMNS, rn POOL DECK cn- Z r amLij ^ 0 I CONDENSER j G cn M J o w "1 PADS; Q0 400 ifl W "0 w 00 0 - - - - WELL o I _ W rv ' UNDERGROUND LO�1 m POOL LP GAS TANK G _PUMP — ago m L �► I _ dow TRAVERSE LINE EROSION CONTROL LINE -p = HOT TUB _ — dow C C EXISTING- am W rn TWO STORY FRAME --� GUEST HOUSE 0 "W n AREA OF WORK. BUILDING n Z 4WD damS$266 35' FOOTPRINT TO REMAIN. DECK r ' No. 675 ' OU REPLACEMENT AND EXTENSION. Q 0 0 O C � �� p rn CLEAN- ago dow OUT PLANTER _— O Z ' m m �— o X I o � dow _ COASTAL CONSTRUCTION agoZ 35.00' CONTROL LINE REVISIONS o O o N TO CCCL v0 # DATE DESCRIPTION Q 1 6.30.2017 REVIEW COMMENTS I NOT AREA OF WORK. LOT4 2 7.17.2017 REVIEW COMMENT I I BUILDING PERMIT DRAWINGS DATED 11.19.2014. THIS PROPERTY SHOWN HERON APPEARS TO LIE IN FLOOD ZONE"X" (AREA OUTSIDE 500 YEAR FLOOR PLAIN) AND FLOOD ZONE"AO" (DEPTH 2') AS DETERMINED FROM THE"FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989F Ft FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. O S O'", 0Q I THE FOLLOWING SITE PLAN AND ASSOCIATED INFORMATION IS PER P BOUNDARY SURVEY DATED FEBRUARY 10, 1993 BY BOATWRIGHT SURVEYORS, PROJECT #2011-85 2 92748 V 0 7.17.0 � I O40% DATE: 6.21 .2017 ' � SHEET: SITE PLAN py n SITE - NEW ll� l " = 10'-0" PERMIT SET 17-050 roa `s` - _ • �� sz ay s.. ' a h "° 3�'FC ,��ra Y na4. 1 ARC HI `s E ( Ttj R F31 N JAA ARCHITECTURE INC. 2716 ST JOHN'S AVE JACKSONVILLE FL. 32205 P: (904)379-5108 € € L 3 0 E: JOHNQJAAARCHITECTURE,COM f LIC. AR92748 i € '• 3 N _ THIS DOCUMENT,ALONG WITH (? 10' - 10" £ I € ASSOCIATED DOCUMENTS,IS AN INSTRUMENT OF DESIGNER'S SERVICE FOR THE EXCLUSIVE USE IL € ! AT THE PROJECT TITLED HEREIN. . . .. `" _ INFORMATION DERVIED FROM THIS pi DOCUMENT AND/OR _. ATED DOCUMENTS,MAY NOT BE USED i ( I FOR OTHER WORK(S)OR PROJECT(S)WITHOUT THE s : iirk EXPRESS WRITTEN PERMISSION OF 4 N I THE DESIGNER. E f i = I 4"/ 12" Ccs A 16 4"/ 12" I I = i, N I O I A201 i CN o Lo 4' -0" 4'-2" "v II j LL o T� 4"/ 12" I A 14' .ice I _ ..... I A17 I II II W ...... ........ .... .... ... .. �. II II � z W ____-- o LlJ F- F- N Q Z 6'-0" 2' -0" 12' -5" 2' -0" n ROOF PLAN - NEW 1/4" = 1'-0" Z w W Q fy LL W ...- - ------------------------------- ------------------------------------ ----------- ------------------------------- --- ------- ....... ...... ...... ........ ...... ........ ...._.. ........ ......... ....... ...... .._..- ...._. ........ ..._. ... ....... ' __.... _._. __. _ 1 _Ff EE 1 GENERAL ROOF NOTES _...._...__. - € 1. _.._ _......._....... . _._...............__........ ..._._.__....._._..... ,' i i SITE € f THE ROOFINGPLAN I s, _...... � .. ...._........."......_._._ _., "/ 12" ..__. NOTIFY THE ARCHITECT S GENERAL IN NATURE AND INDICATES APPROXIMATE CONDITIONS AT THE PROJECT AT THE TIME THE ROOFING IS READY TO BE INSTAL THE CONTRACTOR SHALL NOT f AND/OR OWNER OF ANY DISCREPANCIES PRIOR PCS PROCEEDING WITH THE WORK. { 2. GENERAL CONTRACTOR TO COORDINATE WITH STRUCTURAL ENGINEER, FRAMING CONTRACTOR,AND INSULATION CONTRACTOR AT TIME OF ROOF INSTALLATION. ,,,,_,.,` W=_....t.._ ........... €_._..............i... 3. GENERAL CONTRACTOR AND STRUCTURAL ENGINEER TO COORDINATE ALIGNMENT OF FRAMING. IF ANY _._. ....... DISCREPANCIES,CONTACT THE OWNER AND/OR/ARCHITECT PRIOR TO COMMENCEMENT OF WORK, { 4. ATTIC INSULATION TO BE AS INDICATED ON INDEX SHEET ADI AND PER THE PLAN NOTATIONS. 11' -2" 5. PROVIDE ALUMINUM GUTTERS& DOWNSPOUTS, GC TO INSTALL/COORDINATE. f 6. ROOFING SHINGLE COLOR TO BE SELECTED BY OWNER SELECTED MANUFACTURER OR MATCH EXISTING. ——— 7, METAL FLASHING TO BE 26 GA. G-90 GALVANIZED�U NLESS NOTED CTHERWISE. - "'" 8. UNDERLAYMENT TO SELF ADHERING UNDERLAYMENT MEMBRANE (POLYGLASS TU PLUS OR EQUAL)OR OTHER CODE COMPLIANT UNDERLAYMENT AS SELECTED ICY OWNER. T 9. PROVIDE PRESSURE-TREATED WOOD BATTENS AS/ifRECOMMENDED BY MANUFACTURER,AND FOR ALL REVISIONS ROOFS w/SLOPES GREATER THAN 7:12. WHEN BATENS ARE USED,PROVIDE BATTENS 4-0" LONG MAX. W/ 1/2" SPACE BETWEEN ENDS OF BATTENS, FOR WATER D*INAGE. # DATE DESCRIPTION / 0 10. ALL ROOFING TO BE ARCHITECTURAL SHINGLES/MATCH EXISTING UNLESS NOTED OTHERWISE. c g / o 11 11, ALL BEARING POINTS TO HAVE 2'-0" HEEL UNLESS NOTED OTHERWISE. 13 jL 12. NO SOFFITS REQUIRED DUE TO SPRAY FOAM INSULATION BEING PROVIDED. ao KEYNO TEIEG END - DEMO , € 32 114 66 1/8" � a -" D10 DEMO ROOF AND RESPECTIVE SOFFITS WHERE SI' CIFIED. GC TO CONFIRM SCOPE OF DEMO IN FIELD, s +'�' f 3 COORDINATE WITH ARCHITECT IF DIRECTION DIF RS THAT ON PLANS.04 `` I i � E q A 74 opt EXISTING RIDGE LOCATION,TO REMAIN � + / °p DI 0 KEYN O TE IEG END - ARC HPIDC ZUREco jep _ T 00 A14 NEW ASPHALT SHINGLE ROOF ON 30# FELT MOISTUE BARRIER OVER SHEATHING AND CONVENTIONAL FRAMING, o, INSULATED w/ICYNENE,CELL TYPE TBD.VAULTED TONGUE &GROOVE CEILING UNDERNEATH 04 DATE: 6,21 ,2017 ------------------------------------------------------------------ L.............. ......... --------......... ry f.... A16 NEW CRICKET AT NEW AND EXISTING ROOF CONNECTION. A17 NEW GUTTER,TO MATCH EXISTING. l SHEET: ROOF PLAN 73. - ca N 6' -0" 16'-9" n ROOF PLAN - DEMO PERMIT SET 17-050 DESIGN CRITERIA FOOTING AND FOUNDATIONS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WI H LOCAL BUILDING CODES. FOOTING HAVE BEEN x ________ 2014 FLORIDA BUILDING CODE - RESIDENTIAL DESIGNED WITH A SOIL BEARING DESIGN MAXIMUM OF 200 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED DESIGN CODE: _______ ( ) TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE F00 ING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR DESIGN LOADS: ______________ ACTUAL AND UNIFORM UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOILS ALL BE FREE OF ORGANIC MATERIAL AND COHESIVE FLOOR LOADING: (cd-1.00) (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN TOP CHORD LIVE LOAD (INTERIOR) ACCORDANCE WITH ASTM D 1557. M�R�j _______________ 40 psf Lou Ponti0o and TOP CHORD LIVE LOAD (BALCONIES) -------------- 60 psf FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATIO . FOR GENERAL FEATURES, CONDUITS, ELECTRICAL Associates, Inc. TOP CHORD DEAD LOAD _-------------------_ 20 psf EMBEDS, STE HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM BOTTOM CHORD LIVE LOAD-------------------- 0 psf THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE' FOOTING LOCATION BASED ON EITHER THE 420ach, Florida2250e BOTTOM CHORD DEAD LOAD ------------------- 5 psf ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIO S PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR )ax. Beach. Flrida 41-95 Ph. 242-0908 Fax.241-9557 DEFLECTION CRITERIA: LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT EN INEER OF RECORD (EOR) FL: CA# 8344 SC:CA#3579 ROOF FRAMING: LIVE LOAD L/360 TOTAL LOAD L/240 UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 & 0.75" MAX AND MESH SCALL BE CENTERED IN SLAB ON GRADE. IN ALL. CONTINUOUS FOOTINGS PROVIDE #3 @ 48" O.C. OR ROD 0 CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY ,,,,.0'°�� ; ;... .,,°•� j''� WIND LOADING: (ASCE 7/10) INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE BASIC WIND SPEED _________________________ 130 MPH PERMITTED, SHALL BE 48 BAR DIAMETERS ( 0 53 IMPORTANCE FACTOR ______________________- 1.00 MASONRY SP CIFICATIONS: a ps MEAN ROOF HEIGHT -_______________________ 25 FTMASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 5 0-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH OF .: � ROOF PITCH ___________________ 4/12 AC1530.1-05. GROUT SHALL BE IN ROUT OSHALNCE WITH ASTM HAVE A MAXIMUM COUITH RSEAMINIMUM AGGREGATEO SIZE OFY%CPMACEDSIVE AT AN 8'NGTH TO P� 0'� ---------- OF 2000 sl PER ASTM C1019, G ��•,, ,°' iD "°���.� BUILDING CATEGORY -_______________________ II P 11 SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK EXPOSURE CATEGORY ________________________ D VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. ENCLOSURE CLASSIFICATION -___________________ ENCLOSED INTERNAL PRESSURE COEFFICIENT -______________- t .18 CONCRETE MASONRY UNITS (CMU : Luis A. Pontigo, PE CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL FL PE#53311 I WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 si (f m-1500 psi). GROUT ALL CELLS CONTAINING VERTICAL y , COMPONENTS & CLADDING ALLOWABLE PRESSURES REINFORCEME T IN 5-0" MAXIMUM LIFTS PROVIDE CLEANOU S PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF REVISIONS DATE TRIBUTARY INTERIOR EDGE STRIP (PSF): MASONRY WH_N THE WALL HEIGHT EXCEEDS 5'-0". AREA (sf) ZONE (PSF) 'a' = 5'-0" CONCRETE SPECIFICATIONS: 10 +30.2 -32.9 +30.2 -40.5 ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301 , ALL CONCRETE SHALL HAVE A MINIMUM COM RESSIVE STRENGTH OF 3000 PSI AT 28 DAYS 50 +27.1 _29.6 +27.1 -34.2 CONCRETE A7 GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. WOOD FRAMING 100 +25 7 -28.2 +25.7 -31.2 NATIONAL FOREST PRODUCTS ASSOCIATION, AF & PA NDS-05, WITH 2005 SUPPLEMENT, AND AF&PA SPECIAL DESIGN PROVISIONS FOR WIND & SEISMIC, SDPWS-05. FIELD ALTERATION THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS CONTRACTOR SHALL CONTACT LOU PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED PONT GO&ASSOCIATES PRIOR TO COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES ALL LUMBER, EXCEPT WHERE SPECIFICALLY NOTED OTHERWIS , SHALL BE MILL SIZED AND SURFACED ON (4) SIDES. ALL MODIFICATIONS WHICH STRUCTURVARY AL FIELD SHALL BE STRAIGHT STOCK, FREE FROM WARP OR CUP, AN SINGLE LENGTH PIECES. SPLICES WILL NOT BE PERMITTED FROM THE INTENT OF THE ORIGINAL SHOWN IN TABLE ABOVE. EXCEPT WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINEER. FCONSTRUCTION IELD MADE PRIOR • LINEAR INTERPOLATION IS PERMISSIBLE. I ALTERNATIONS I NS MA PRIOR TO BEING APPROVED BY LOU PONTIGO fr • PLUS = PRESSURE AND MINUS = SUCTION. SULT IN EACH PIECE F STRUCTURAL LUMBER, SHEATHING AND TIMB R SHALL BE MARKED WITH THE GRADE BY SUCH ADITIONALENGISSOCIATES ENGINEERING • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED FOR EDGE STRIP PRESSURES. ADDITINSPECTION FE�NGO!2 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TO ESTABLISH LUMBER GRADES. MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. ANY WOOD IN CONTACT WITH CONCRETE, MASONRY, OR SOIL SHALL BE PRESSURE TREATED. FEMA RELATED DESIGN CRITERIA ALL WOOD-TO-WOOD CONNECTIONS SHALL EMPLOY METAL ANCHORS. NO TOE OR END NAILING SHALL BE PERMITTED (UON), EXCEPT FOR AT TOP AND BOTTOM PLATES IN WALLS METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO DEVELOP THE PUBLISHED CAPACITY. ALL CONNECTORS SHALL BE STAINLESS FIE A RELATED DESIGN CRITERIA STEEL. FEMA (BFE) = +0.9' NAVD DEP MONUMENT NUMBER - DU R-50 TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES TO THE PIECE AND BE STARTED AT 1/3 THE NAIL LENGTH 100 YR. STORM ELEVATION - +16.4' NAVD (FROM MONUMENT) FROM THEE D OF THE PIECE. 100 YR. STORM DESIGN GRADE ELEVATION - +4.4' NAVD (FROM MONUMENT) ALL NAILS TO BE STAINLESS STEEL. ALL NAILS SHALL BECOMMON WIRE NAILS. STRUCTURAL METAL CONNECTORS ARE IN CONFORMANCE WITH TABLE 1, FEMA - TECHNICAL BULLETIN 8 96. ALL z W LL CONCRETE REBAR COVERAGE HAS BEEN SPECIFIED AS REQUIRED BY ACI. TIMBER FASTENING SHALL BE PER FBC "MINIMUM FASTENING SCHEDULE" UNLESS NOTED AS GREATER ON DRAWINGS. O U Z _ CONNECTORS TO BE SIMPSON OR APPROVED ALTERNATE, WITH MINIMUM CAPACITY AS NOTED. SEE PLANS. - U z VE CONSTRUCTION CERTIFICATION STATEMENTS z AT THE FEW LOCATIONS WHERE THE PILE SPACING HAS BEEN REDUCED TO LESS THAN 8: 1 RATIO (PER FBC 3109.4), ROUGH HARDWARE, JOIST HANGERS, STRAPS, HOLDOWNS, ET . SHALL BE MANUFACTURED BY "SIMPSON STRONG-TIE" Z w U THE PILES HAVE BEEN DES ED TO RESIST THE ADDITIONAL LOADS FROM FLOOD WATERS AND TRAPPED DEBRIS. COMPANY OR APPROVED EQUAL. THE MAXIMUM SIZE AND UMBER OF FASTENERS SPECIFIED BY THE MANUFACTURER SHALL BE USED UNLESS NOTED OTHERWISE. ( W Q FND. AND STRUCTURE IS ANCHEORED TO RESIST FLOTATION COLLAPSE AN[�`LATERAL MOVEMENT DUE TO THE COMBINED Q w EFFECTS OF WIND AND WATER LOADS ACTING SIMULTANEOUSLY ON THE BLDG. COMPONENTS THAT RECEIVE SUCH ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE (f) = m LOADING. BREAKAWAY ELEMENTS COMPLY WITH THE INTENT OF TECHNICAL BULLETIN 5 'FREE OF OBSTRUCTION REQ'. PRESSURE-TREATED. PT LUMBER INDICATED IN SECTIONS PR SERVED WITH SODIUM BORATE (DOT-DISODIUM Z w OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL W U ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. 17 ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS N Q �- SHALL BE STAINLESS STEEL. Z Coz GENERAL NOTES CONCRETE REINFORCING U W Q REINFORCING STEEL AND ACCESSORIES SHALL BE DETAILED IN ACCORDANCE WITH ACI 315-99 (MANUAL OF STANDARD W co [n J GENERAL NOTES: PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES) AND CRSI MSP2-01 (MANUAL OF STANDARD PRACTICE). �- THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF (IBC 2009: CRSI MANUAL OF STANDARD PRACTICE, 28TH EDITION) ❑ Q CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 (UNLESS NOTED OTHERWISE). METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE UNLESS NOTED OTHERWISE, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. =- 1. CONCRETE CAST AGAINST EARTH ----------- 3 ' CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT. WRITTEN DESCRIPTION SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. OF REINFORC_MENT WITHOUT ADEQUATE SECTIONS, ELEVATIO SAND DETAILS IS NOT ACCEPTABLE. i CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS LONGITUDINA REINFORCING BARS IN FOOTINGS SHALL BE PLACED CONTINUOUS AT CORNERS AND INTERSECTIONS. OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90 DEGREE HOOK. STRICTEST REQUIREMENT SHALL GOVERN. EXISTING STRUCTURES MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE DESIGN THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS, SEE ACTUAL AS-13UILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CRITERIA ARCHITECTURAL DRAWINGS. DO NOT SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. SEND WRITTEN REQUEST FOR CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND OTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED. DO NOT SCALE DRAWINGS. COORDINATE THE CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR REVIEWED FOR CODE COMPLIANCE AND STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. ACTUAL FIELDCONDITIONS. CONTRACTOR SHALL REPAIR/RE LACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS GENERAL ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY CITY H SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY SEE PERMITS FOR ADDITIONAL ATLANTIC BEACH NOTES CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE REQUIREMENTS AND CONDITIONS CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION RESPONSIBILITY OF THE CONTRACTOR. r�!tEWED BY:`� DATE: % , HE LDRAWINGS. DIMENSIMENSI NI BRACING, SHORING, TEMPORARY SUPPORTS. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA a THESIFADIMENSIONIS SAFETY REGULATIONS FOR ITS EMPLOYEES. SREFER WINGS^ Q O p ARTHE O.R. OR 4 � G NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS STRUCTURAL DRAWING INDEX PLAN NAME WRITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANGES WITHOUT THE WRITTEN APPROVAL SHALL I BEN,Z DECK BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL BE REPAIRED OR REPLACED AS DIRECTED. S0.0 DESIGN CRITERIA AND GENERAL NOTES DESIGN/DRAWN/CHECKED MATERIAL SPECIFICATIONS: S1.0 FOUNDATION, 1ST LEVEL WALL, DECK FLOOR FRAMING CS JMDLAP ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F1554 GRADE 36. DATE S1,1 2ND LEVEL WALL AND ROOF FRAMING PLAN 06.22.17 WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. S2.0 TYPICAL DETAILS SCALE METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE STAINLESS STEEL. 0 AS NOTED RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER /C/ LPA No. MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. (U.O.N.) 0i ALES-17-00624 EPDXY: RED HEAD EPCON G5. OL No. REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. DA L SHEET SO.0 SHEET 1 OF 4 I SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. S*.. 3/6 8d 0 j DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE WRAP PORTION OF POST FIELD" POST PER EMBEDDED BELOW GRADE W/ q SIGNATES THE HEADER SIZE, NUMBER PLAN SELF-ADHESIVE RUBBERIZED (2)2PLYS & JACK/KING STUDS NEEDED ASPHALTIC R SUPPORT HEADER. MEMBRANE WATERPROOFING II Lou Pontigo and AM OR TRUSS, SEE PLAN Associates, Inc. ANCHOR LEGEND 420 Osceola Avenue ax Beach Florida 32250 1 ' s A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax.241-9557 x THREADED ROD, SEE DETAIL 1/S1.1 FL: CA# 8344 SC:CA#3579 X5 " A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 1/S1.1 a 20"x2'-0"d CONCRETE "DONUT" , „ `„t,ttptlgtllfrRR ,',f 1-#4x16 REBAR, ` DONUT FOUNDATION - - A• F. .... -- -_ m EA. WAY, DRILLED J, • •GE'� >. ° - THROUGH POST r �':° �-\ �SF C� 1 311 C _ 1 a ° cV� } i =ro ; E ®F 1 \\ ! 1 '; `�L�()ens s• �S't.)s."'� ,'^� HAi1�tlN�[:�lijxr"' STABILIZED SUBGRADE, Luis A. Pontigo, PE NON-PLASTIC, INORGANIC, FL P E#53311 GRANULAR SOIL COMPACTED TO A DENSITY OF AT LEAST 95% MOF I tl REVISIONS DATE THE PROCTOR MAXIMUM DRY DENSITY (ASTM D 1537) 1 BREAKAWAY EMBEDDED POST DETAIL �-o SCALE: 3/4" = 1'-0" FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO SISTER 2x8 SYP#2 TO BEING APPROVED BY LOU PONTIGO& - ASSOCIATES MAY RESULT IN EXISTING BEAM w/ 2x8 SYP#2 DECK JOISTS ADDITIONAL ENGINEERING OR INSPECTION FEES. 2-ROWS OF 10d@ 3" O.C. @ 16" O.C. HANG TO BEAM w/LUS26. SISTER'; TO EXISTING w/ 2-ROWS NEW 6 6 P.T. POST, OF 10dC�? 3" O.C. SEE DETAIL 1/S1.0 A35 TYP. ii (6 PLACES). i Ik ,_: LL EXISTING WALL AND ------ -------- EXITING 2x8 DECK TO III Cl) / i i FOUNDATION TO Ln UP _ REMAIN AS IS UNLESS Q i III N REMAIN AS IS _I OTHERWISE NOTED d NEW 6x6 •v —� P.T.. - ----- LL` ----BUILDER (6RS �" SEE DETAI 1/ .0 W O ) w 1 , (6 PLACEE). ---- - -- ------ — r } L/ l - // /' , -- -- - Lj LL --- -- STAIRS BY Z LLI I Q EXITING HOUSE TO[_, / ' j I I EXITING HOUSE TO 3 I BUILDER REMAIN AS IS '/ �' :ie I v I REMAIN AS IS III L1J �! 7 " 1 I ! ff 4 -9 � 7 1 ,' 4 -5 � Itll '� zm ,A � Z LL! NEW 6x6 P.T. POST NEW 6x6 P.T. POST LL FOR STAIR LANDING, III 2x8 SYP#2 DECK JOISTS FOR STAIR LANDING, N W Z x - / SEE DETAIL 1/S1.0 I III C� N6 O.C. w/LUS26 SEE DETAIL 1/S1.0 Z 00 (4 PLACES). GER EA. END (TYP!) (4 PLACES). U W � CONTRACTOR VERIF I mLn EXISTING HEADER MIN. CONTRACTOR SHALL FIELD SISTER 2x8 SYP#2 TO _ 00 (2)2x6. CONTRACTOR VERIF ALL DIMENSIONS EXISTING w/ 2-ROWS OF I i IIII EOR IF OTHER 10d @ 3" O.C. I Iil Q COND TIONS EXIST I _ IMPORTANT NOTE: CONTRACTOR VERIFY i I IIII ALL EXPOSED FETAL SHALL BE EXISTING HEADER MIN. h II co STAINLESS STEEL OR GALVANIZED //A / ;'x (2)2x12. CONTRACTOR /� " , �, EOR IF OTHER/ CONDITI EXIT I ! III CONTRACTOR VERIFY EXITING FLOOR CONTRACTOR VERIFY— EXISTING HEADER MIN. FRAMING TO EXISTING RIM BOAR (2)2x6. CONTRACTOR REMAIN AS IS IS IN PLACE ! STRAP BEAM TO EOR IF OTHER - POST w/ (2)MSTA24 CONDITION EXI T �j (TYP.) FOUNDATION/ /� IST LEVEL X 2x8 SYP#2 P.T. LEDGER, WALV DECK FIRFRAMINGLTOEL WALL REMAIN-// MAIN FASTEN w/ 6-1/4�"x4" FRAMING n A A ,SIN FIRST LEVEL WALL f IVIIVI I VV FRAMING TO S.S. SCREWS ® 16 O.C . REMAIN AS IS. - AS IS. (TYP. (TYP.) DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION S UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS CR CONTACT THE E.O.R FOUNDATION AND FIRST LEVEL DECK FLOOR FRAMING PLAN PLAN NAME WALL FRAMING PLAN SCALE: 1/4" = —0" BENZ DECK NOTES: //�'� DESIGN/DRAWN/CHECKED SCALE: 1/4" = 1'-0" SEE 4/S2.0 FOR BUILT UP MEMBER FASTENING 0 CS JMD LAP &0 DATE 06.22.17 �� SCALE AS NOTED LPA No. ALES-17-00624 CONTROL No. SHEET S1 .0 SHEET 2 OF 4 ROOF SHEATHING, ROOF RAFTER, rMMm7 SEE SPECS SEE PLAN Y4"x10" LONG x 4" WIDE gd COMMON NAILS 2x_ BLOCKING BETWEEN GALV. PLATES w/3—%"0 EACH RAFTER. FASTEN EACH HIP THRU BOLT AT 3 O.C.(TYP) 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, END w/ 2-12d FASTEN TO ROOF FRAMING BELOW ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. STRUCTURAL FASCIA, Lou Pontigo and Y4"x10" LONG x 4" WIDE ROOF SHEATHING LRIDGE, SE PLAN SEE PLAN SIMPSON H2.5T Associates, Inc. GALV. PLATES w/3—%"O OVERFRAME RAFTERS, SEE PLAN. EACH RAFTER THRU BOLTS 420 Osceola Avenue HIP, SEE PLAN f DOUBLE SYP#2 TOP )ax. Beach, Florida 32250 WALL SHEATHING, PLATE Ph. 242-0908 Fax.241-9557 I.I H2.5T RAFTER TO LEDGER SEE SPECS FL:CA# 8344 SC:CA#3579 NEW 2x6 SPF#2 WALL I: AND LEDGER TO ROOF MEMBER. THESE STRAPS o � FRAMING Co? 16" O.C. RIDGE 2x4 SPF#2 I'I MAY BE OMITTED � s. Y4" FILLET WELDS BLOCKING WHEN OVERFRAME Q FSO RAFTER LENGTH J SYP#2 SOLE PLATE °�`��,5 . . �''',,, ALT. TO BOTH H2.5T ABOVE .••" ° PROVIDE MTS12 OR CS16 DIRECTLY LESS THAN 4P—Opp �:° -�OENSF°/CO's ROOF MEMBE BETWEEN OVERFRAMING RAFTER PLAN VIEW ELEVATION VIEW AND ROOF MEMBER. z � z "o.s ' Iry s� r' Q Q w �0�fi�0 D�.• ;���� PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT w �' �+ '°"•.„. . 'yC�� `�' TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. "�`y`,�, ;,, 41 UPLIFT STRAPPING ^�Nii,11NIN►N,1N. NOT SHOWN FOR CLARITY, SEE PLAN Luis A. Pontigo, PE 1 RIDGE TO HIP DETAIL 2 OVERF ME LEDGER DETAIL 3 WALL SECTION FL PE#53311 �_o SCALE: 3/4” = 1'-0" S2.0 S2.0 tl REVISIONS DATE LOCATE FULL HEIGHT ANCHOR ON SIDE OF WINDOW SILL SCHEDULE CORNER WHERE UPPER 2x4 BLOCKING ROUGH DROPPED HEAD MINIMUM END SYP#2 (2)12d TOE TOP PLATE OVER LAPS 024" O.C. FASTEN NOTES: OPENING OR SILL PLATES FASTENER EACH END HEADER, NAILS E.E. 6'' EACH END w/3-10d 1. TYP. CONNECTION AT STUD COLUMNS, < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS PER PLAN OPENING (MIN) �qk TOENAILS l JACK—TO—KING ASSEMBLIES, CORNER POST, ETC. < : �11\ I I 6'-4" (2)2x4 OR (5)12d TOE NAILS 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY (1)2x6 SPF#2 END V I FIELD ALTERATION IN ADDITION TO (2) PLYS FASTENER STUD BELOW CONTRACTOR SHALL CONTACT LOU (3)2 x 4 OR f FONTIGO&ASSOCIATES PRIOR To < 8'-4„ (3)2x6 SPF#2 (1)A34 + (4)12d TOE NAI S LOWER TOP 4-10d MAKIGANY STRUCTURAL FIELD PLATE AT BREAK OVER LAP DOUBLE COMMONS FROM QMODITHE IN ENT OFTH FICATIONS WHICHO�IIN L < 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAIL.S TOP PLATES FIELDCONSTRUCT ON DOCUMENTS.NS ANY OR TO WALL INTERSECTION BEING APPROVED BY LOU PONTIGO& SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN ORTHOGONAL VIEW ASSOCIATES MAY RESULT IN CONDITIONS ADDITIONAL ENGINEERING OR (3)ROWS OF 6/4 1'/i" WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. HEAD OR SILL OF CORNER INSPECTION FEES. TRUSSLOK ENGINEERED WOOD FASTENERS @ PLATES SEE �TF 16"O.C. STAGGERED 4 PLY BEAM ° KING & J CK SCHEDULE 44 STUDS SEEP AN FLOOR BEAM '" ROUGH OPN'G, SEE ARCH. bZn N 2x6 MEMBERS: p ° (2) ROW OF 1 O (6)12d TOE NAILS (3)ROWS OF 5" ° NAILS @4" O.C. TOP & BOT. 2x— SPF T&B w/ CORNER WALL INTERSECTION TRUSSLOK (4) ROWS 12d ° STAGGERED A 12d ® 8" O.C. CONDITIONS CONDITIONS ENGINEERED WOODa AT 12" O.C. ° KING & (TYP) FASTENERS @v v EAJACKS I: NOTES: . SIDE. SHEATHING 16"O.C. STAGGERED = POR PLAN i 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS w o CONT. AT (3) ROWS 12d Al2. �— DENOTES 3"x0.131" GUN NAILS © 6" O.C. VERTICAL _j AT 12" O.C. 2 PLY 3 PLY SIMPSON LTP4 ON N Q GIRT/VERT 3. O DENOTES FULL HEIGHT ANCHOR, w EA. SIDE. : INSIDE SEE PLAN I z � BEAM. BEAM. FACE, IF NO JOINT. 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE O W � _ 2x SPF RIPPED 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE U 3—PLY a JACK STUD TO FIT ARCH. OPTIONS ARE SHOWN j LVL BOX BEAM BETWEEN WINDOWS DEPTH REQ'D. w U COMMODITY LUMBER 2x6 POST IN TWO STORY FRAMING SECTION A—A W Q �- FRAMED WALL CORNER AND > 0 Q W 4 BUILT - UP MEMBER FASTENING 5 WINDOW HEAD AND SILL FRAMING FRAMED PER DIRECTLY 6 INTERSECTIONS STUDS CONFIGURATIONS O = m �_oSCALE: 3/4" = V-0" S2.0 BELOW TOP PLATE S2.0 Z W LL, ry U U 0N Q I- LU SYP#2 Z Z DOUBLE TOP U W Q PLATE Ln —j. . . . . . . . . . . . . . . w CO � E" I Ul 1.. LL Q B B A FULL HEIGHT A ROD, SEE SILL PER PLAN SCHEDULE. I.V I U SEE 5/S2.0 CS16 HORIZONTAL STRAP ® OUTSIDE D D D SH� FAE OF C ATH NG C 1 _ C C STRAP KING POST TO POST BELOW WITH 2—CS16 STRAP KING POST TO STRAPS WHEN FULL HEIGHT POST BELOW WITH 2—CS16 ITYPICAL 7 ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT BL CKING DETAILS ANCHORS ARE NOT USED BETWEEN EACH STUDS BENEATH HEADER DOWN CONNECTION HEADER UP CONNECTION STRAP CONNECTION CONNECTION UPLIFT CONNECTOR UPLIFT CONNECTOR CALL OUT CALL OUT z DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE " " ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R A H2.5T ® 32 O.C. TOP & BOT A LSTA18 ® 32 O.C. B SEE PLAN B SEE PLAN C (2)CS16 STRAPS C (2)CS16 STRAPS PLAN NAME BENZ DECK D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED OD SEE PLAN DESIGN/DRAWN/CHECKED OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) OA CS JMD LAP DATE 06.22.17 I SCALE 00 AS NOTED �„/ LPA No. HEADER TIE DOWN $ HEARWALL DETAIL 0�" ALES-17-00624 CONTROL No. 52.0 - SHEET S2•O SHEET 4 OF 4 r MASTI MI EYNO1EIEGEND - DEMO WALL TYPE NOTES �; �� ���•�.� ��� � �,���, k.: 1. ALL NEW WALLS TO MATCH EXISTING WALL TYPE. VERIFY ARCHITECT IF DIFFERENT THAN Dl EXISTING WALL TO REMAIN. NOTED. D2 DEMO 2x6 STUD WALLS AND PREP FOR NEW, REMOVE AND CONSOLIDATE STORM SHUTTERS 2. PROVIDE THREE (3) BEADS OF SEALANT AT TOP AND BOTTOM OF TRACKS. TYPICAL ALL WHERE LOCATED. WALLS. USE SOUND OR FIRE RATED SEALANTS IN RESPECTIVE WALL TYPES. ON �ate. •.• D3 DEMO FLOOR AND SUBFLOOR AND PREP TO FILL w/ ICYNENE INSUALTION. ICYNENE TYPE TO BE 3. PROVIDE BLOCKING AS REQUIRED FOR MOUNTING FIXTURES,MILLWORK,SIGNAGE, DETERMINED BY GC,ARCHITECT RECOMMENDS OPEN-CELL, BE CAREFUL NOT TO DAMAGE GWB w ' ETC. AND TO MAINTAIN CONSTRUCTION TYPE. CEILING BELOW; PATCH AND REPAIR AS NEEDED. 4. AT ALL FIRE RATED/SMOKE BARRIER ASSEMBLIES: D4 REMOVE CASING AT OPENING,EXISTING STRUCTURAL TO REMAIN, * _ r 5. PROVIDE SAFING,SEALANTS, ETC. AT ALL PENETRATIONS TO MAINTAIN RATINGS AND D5 DEMO WINDOWS. OPENINGS TO REMAIN AT LOCATIONS WHERE WALL IS TO REMAIN,TYPICAL. A R C H I T E C T U R E I N 0 MEET ALL STATE/LOCAL CODES. 6. PROVIDE FIRE/SMOKE DAMPERS WHERE NEEDED IN WALL TO MAINTAIN RATING AND TO D6 DEMO DOOR. MEET ALL STATE/LOCAL CODES. D7 DEMO RAILING AND STAIRS. SIMILAR WATER INTRUSION TREATMENT TO SPACE UNDERNEATH IS TO JAA ARCHITECTURE INC. 7. WHERE ANY DISCREPENCY OCCURS AT INTERSECTING WALLS,NOTIFY ARCHITECT PRIOR r REMAIN OR REBUILT AS NEW PER GC. 2716 ST. JOHN'S AVE TO CONSTRUCTION. PROVIDE ADDITIONAL MATERIAL,CAPS, ETC. NEEDED TO D8 LANDING TO REMAIN,TYPICAL. JACKSONVILLE FL. 32205 COMPLETE DETERMINED CONDITION. D9 DEMO EDGE OF DECK TO LINE UP WITH NEW EXTERIOR SECOND STORY WALL,FIELD LOCATE, P: (904)379-5108 8. PROVIDE CEMENTIOUS BACKER BOARD AT WET/TILE WALLS,TYP. D10 DEMO ROOF AND RESPECTIVE SOFFITS WHERE SPECIFIED, GC TO CONFIRM SCOPE OF DEMO IN E: JOHNQJAAARCHITECTURE.COM FIELD. COORDINATE WITH ARCHITECT IF DIRECTION DIFFERS THAT ON PLANS. LIC. AR92748 THIS DOCUMENT,ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF DESIGNER'S MASTIM KEYNO TE IEG END - ARC HIZEC'TURE SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERVIED FROM THIS Al NEW PT COLUMN,SEE STRUCTURAL. DOCUMENT,AND/OR ASSOCIATED A2 NEW DECORATIVE TRELLIS. DOCUMENTS, MAY NOT BE USED A3 DECK OVERHANG ABOVE. FOR OTHER WORK(S)OR A4 EXISTING RETAINING WALL, PROJECT(S)WITHOUT THE EXPRESS WRITTEN PERMISSION OF A5 NEW WOOD STAIRS,FINISH TO MATCH NEW DECK. 10" MINIMUM TREAD WITH 7-3/4" MAXIMUM THE DESIGNER, RISER PER CODE, A6 NEW IPE WOOD DECK FINISH w/HIDDEN FASTENER ASSEMBLY, EXISTING DECK FRAMING TO REMAIN, NEW DECK FRAMING TO TIE INTO EXISTING. A7 NEW 1x12 DECK FASCIA AT PERI MTER. A8 NEW WOOD AND CABLE RAILING, REFER TO RAILING DETAILS. A9 NEW EXTERIOR WALL. REFER TO DETAIL 2/A301. A10 NEW FOLDING DOOR. REFER TO DOOR SCHEDULE ON SHEET A001, § All NEW WINDOW. LOCATE IN EXISTING OPENINGS WHERE APPLICABLE. HEAD HEIGHT TO MATCH THAT OF FOLDING DOORS. Al2 NEW FLOOR:CEILING ICYNENE INSULATION BELOW. INSTALL BEFORE NEW FLOOR, A13 NEW PORCELAIN TILE W/COVE BASE OVER 25/32" MINIMUM OSB SHEATHING. PROVIDE 1/8" SPACING AT ENDS OF OSB FOR TEMERPATURE EXPANSION. INSTALL PANELS PERPENDICULAR TO JOISTS. A14 NEW ASPHALT SHINGLE ROOF ON 30# FELT MOISTURE BARRIER OVER SHEATHING AND CONVENTIONAL FRAMING,INSULATED w/ ICYNENE,CELL TYPE TBD. VAULTED TONGUE &GROOVE CEILING UNDERNEATH, A16 NEW CRICKET AT NEW AND EXISTING ROOF CONNECTION. A17 NEW GUTTER,TO MATCH EXISTING. A18 PROVIDE WOOD BEAM FOR FAN SUPPORT,AS NEEDED,FOR FAN. Q A19 NEW LOW-PROFILE 60"0 FAN. LED LIGHT COMBO AS ADD ALTERNATE. 1 1 1 � � W z LD W U Q z Q C� J z �- W W Q w W N < z = DOOR SCHEDULE Z v DOOR DOOR R.O. -__ DOOR FRAME HEAD JAMB SILL W # TYPE WIDTH HEIGHT DESCRIPTION MANUFACTURER MATERIAL MATERIAL FINISH HARDWARE DOOR ACTION DFTAIL DETAIL DETAIL ICOMMENTS Mw ---- W Ol A 121" 85 11/64" CLAD ULTIMATE OUTSWING BI-FOLD DOOR MARVIN !REFER TO DOOR SPECS FOR MORE INFORMATION M 02 B 97" 86 1/2" CLAD ULTIMATE OUTSWING BI-FOLD DOOR MARVIN REFER TO DOOR SPECS FOR MORE INFORMATION W ' ^ 03 C 193" 86 1/2" CLAD ULTIMATE OUTSWING BI-FOLD DOOR MARVIN ! REFER TO DOOR SPECS FOR MORE INFORMATION Y , REVISIONS # DATE DESCRIPTION A B C 3 PANEL w%1-LITE LOW-E 3 PANEL w/ 1-LITE LOW-E 5 PANEL w/ 1-LIT LOW-E BI-FOLD OUTSWING,2L1 R BI-FOLD OUTSWING,31? BI-FOLD OUTSWOgG,5L EXTERIOR CLAD, PTD INTERIOR FRAME 3 EXTERIOR CLAD, PTD INTERIOR FRAME EXTERIOR CLAD, PTD INERIOR FRAME EVIERIO R EXMRIO R OF Ptd WINDOW SCHEDULE ° �s WINDOW R.O. HEAD JAMB SILL GLAZING HEAD ID QUANTITY WIDTH HEIGHT DESCRIPTION MANUFACTURER MODEL MATERIAL FINISH DETAIL DETAIL I DETAIL THICKNESS TYPE HEIGHT COMMENTS 1-1 A 3 2' -8" 14'-5 1/8" Clad Ultimate Push Out Casement Window Subsill Included MARVIN WINDOWS AND DOORS CUPCA3254 GC TO VERIFY SUBSILL INCLUSION 7f DATE: 6,21 .2017 SHEET:KEYNOTES, PARTITION TYPES, LO QA SCHEDULES 00 co ,o y. W1 A001 PUSH-OUT CASEMENT PERMIT SET 17-050 ....11.1.1......... _1.111_ -. _.. . 1_ ... z - ' - - ' - - _1.111 K# � 5= ' _1111. ; 1 1 - 10 5 7° �� I - - • , - - , - _ - IN . . 11 I . 1 --- ...... ...._.. -- _111.1...-. . . - . \ < AA. 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AR92748 ------ n s I : E: ---- --__- Q ---- ---- THIS DOCUMENT,ALONG WITH :x€ i i i i i i i u u '� ASSOCIATED DOCUMENTS,IS AN „- 26" O/F STUD:O/F FRAME,TYP. OUT:OUT 2x6 WD STD,V.I.F. i ii 'I ° ° INSTRUMENT OF DESIGNER'S _ - ` : ( 1' - l1" 7' - 10" 1' - 11 ' o 00 !i u u a h _.__ __.._ _- i iI u u u i i i 10 SERVICE FOR THE EXCLUSIVE USE mr N r u - D u u n u p AT THE PROJECT TITLED HEREIN. _.._.._._ v i `r i u u u n I I i v I _ 02 INFORMATION DERVIED FROM THIS 1. Ii u " ' ii �i ii h DOCUMENT,AND/OR ASSOCIATED _1111 111 1. .€ w__ _ �� �__�_�__I__ _ - DOCUMENTS, MAY NOT BE USED _ ,__...._...__.� f _ \� I . 1 } - FOR OTHER WORKS OR o _ i I I PROJECT(S)WITHOUT THE 6 i - - I O € 6' 5" 4' 6" : r>, _ I € ao .._. .. _._ € 7' -0" 4' b,,. 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PATCH AND REPLACE DAMAGED GWB CEILING AS NEEDED. GWB FINISH TO BE SIMILAR TO , _ �T I 'fi - - - . " N �r I I EXISTING. o. .. _-.._ _ o ' -11 ' - 11 - • ,- I I - - Z 2. ANY MECHANICAL, ELECTRICAL,AND PLUMBING INFORMATION INDICATED ON THE D) < , - • , ARCHITECTURAL PLANS IS SHOWN SOLELY FOR THE PURPOSE OF COORDINATION OF THE I I I I I U ARCHITECTS WORK, MEHCANICAL,ELECTRICAL, PLUMBING,AND FIRE PROTECTION IS BY OTHERS. D7 ] � IISI 11 THE CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS FOR PERMIT AND COORDINATE o - KEYNO IEG END - DEMO 11 WITH JAA ARCHITECTURE AS REQUIRED. CONTRACTOR TO PROVIDE ENERGY CALCULATIONS IF I I I1� . Dl EXISTING WALL TO REMAIN. w REQUIRED FOR PERMITTING. - D2 DEMO 2x6 STUD WALLS AND PREP FOR NEW. REMOVE AND CONSOLIDATE STORM SHUTTERS WHERE M 3. ALL MECHANICAL, ELECTRICAL, PLUMBING,AND FIRE PROTECTION SYSTEMS SHALL BE MODIFIED IN 1 ° ___�_____-____ ___- W ACCORDANCE WITH NATIONAL,STATE,AND LOCAL CODES. T I T T--1 7 T I T LOCATED, D3 DEMO FLOOR AND SUBFLOOR AND PREP TO FILL w/ ICYNENE INSUALTION. ICYNENE TYPE TO BE Lo^^ 4. ALL SYSTEMS SHALL COMPLY AND BE REVIEWED BY THE BUILDING OWNER. DESIGN SHALL BE IN I I I I I I I I I I I I I' Lo DETERMINED BY GC,ARCHITECT RECOMMENDS OPEN-CELL. BE CAREFUL NOT TO DAMAGE GWB CEILING ACCORDANCE WITH THE LATEST DESIGN CRITERIA ISSUED BY OWNER. ` ° I I I I I I I I I I I I I BELOW; PATCH AND REPAIR AS NEEDED. 5. CONTRACTOR TO HOLD DUCT AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE. I -4-F_4-F--f--I) I I I I I I D4 REMOVE CASING AT OPENING,EXISTING STRUCTURAL TO REMAIN, 6. GC TO SUPERVISE ICYNENE INSTALL, KEEP ALL DAMAGE TO EXISTING CEILING LIMITED AS POSSIBLE, W:z +i I I I I I I I f' D5 DEMO WINDOWS. OPENINGS TO REMAIN AT LOCATIONS WHERE WALL IS TO REMAIN,TYPICAL, D6 DEMO DOOR, ii � 1_I_1____J___L__J____L__�_____L_1___I__1 I T I I I D7 DEMO RAILING AND STAIRS. SIMILAR WATER INTRUSION TREATMENT TO SPACE UNDERNEATH IS TO REMAIN ° OR REBUILT AS NEW PER GC. Db,' I I D8 LANDING TO REMAIN,TYPICAL. I' p7 LmlD9 DEMO EDGE OF DECK TO LINE UP WITH NEW EXTERIOR SECOND STORY WALL,FIELD LOCATE, \ 1 II II \ I IIS ( 'iI ` --- - - - ° ° REVISIONS _ =I i - .� K)E'YNO IM END - ARC HI'IEC ZiTRE # DATE DESCRIPTION I € D2 ' Al NEW PT COLUMN,SEE STRUCTURAL. A2 NEW DECORATIVE TRELLIS, A3 DECK OVERHANG ABOVE. PT 2x4,PTD WD RAILING, I I A4 EXISTING RETAINING WAt_L. TOP/BOTTOM,TYP. I1 . �Ie A5 NEW WOOD STAIRS,FINISH TO MATCH NEW DECK:.10" MINIMUM TREAD WITH 7-3/4" MAXIMUM RISER PER CODE, PT 4x4 POST OR SI M I LAR 114" MIN. SS CABLE OR A6 NEW IPE WOOD DECK FINISH w/ HIDDEN FASTEN EiASSEMBLY. EXISTING DECK FRAMING TO REMAIN. NEW DECK SIMILAR w/CORROSION1. I FRAMING TO TIE INTO EXISTING. RESISTANCE ;: I A7 NEW 1 x12 DECK FASCIA AT PERIMTER. - I I A8 NEW WOOD AND CABLE RAILING, REFER.TO RAILING DETAILS. A9 NEW EXTERIOR WALL. REFER TO DETAIL 2/A301, • k� ' }�, ® o I1 . '' Ir \ , A10 NEW FOLDING DOOR. REFER TO DOOR SCHEDULE'ON SHEET A001. '�"] � All NEW WINDOW. LOCATE IN EXISTING OPENINGS WHERE APPLICABLE, HEAD HEIGHT TO MATCH THAT OF FOLDING DOORS, -- 1x2 BALUSTER,TYP. - I Al2 NEW FLOOR:CEILING ICYNENE INSULATION BELOW. INSTALL BEFORE NEW FLOOR, + ►` -�� ©3 A13 NEW PORCELAIN TILE W/COVE BASE OVER 25/32"MINIMUM OSB SHEATHING. PROVIDE 1/8"SPACING AT ENDS OF OSB � A 2748 t�,�"' ----- FOR TEMERPATURE EXPANSION. INSTALL PANELS PERPENDICULAR TO JOISTS. t `� _ I I A14 NEW ASPHALT SHINGLE ROOF ON 30# FELT MOISTURE BARRIER OVER SHEATHING AND CONVENTIONAL FRAMING, � �YA.Z3�1 " _� _ I I INSULATED w/ICYNENE,CELL TYPE TBD, VAULTED TONGUE &GROOVE CEILING UNDERNEATH. m, ©1 A16 NEW CRICKET AT NEW AND EXISTING ROOF CONNECTION. --- „•,•„• 1. "-` A17 NEW GUTTER,TO MATCH EXISTING. c" IF Alb PROVIDE WOOD BEAM FOR FAN SUPPORT,AS NELDED,FOR FAN. O DATE; 6.21 .201] 1" 1z D5 D2 �IIf A19 NEW LOW-PROFILE 60"O FAN. LED LIGHT COMBO!AS ADD ALTERNATE. ill, SHEET: FLOOR PLAN EE STRUCT RAL 'r' X10 MIN S U +i iI. Q FOR FRAMING 3-'--" p� 1 2x12 STRINGER,TYP. ,� J _ - Q - 1" NOSING *401 x r 3/4" MIN PT 6x6 WD COLUMN,TYP, " 11 ':" , , " I <' , .4 "�� 1: ' '. I, ' - 1-1/4" MAX .11�_" �. \ ­ _ '.e-' �,"­ _ . _____._�...._._.....__...�..........._........_..__..._ __..____._____..._.._....__._..___..._.._._ ._._.... ._...____..... WALL LEGEND lx RISERS,TYP. _.._....a .. ..yw LL _ " i EXISTING WA 2x IPE TREADS,TYP. C � = DEMO WA (I LL O NEW KNEEWALL STAIR DETAIL __ n SECOND FLOOR - DEMO PLAN 6 1/2" = 1'-0" ` 1/4" - 1'-�" F - - - 3 NEW KNEEWALL BELOW COUNTER ® NEW FULL HEIGHT PARTITION/WALL PERMIT SET 17-050 A R CHITE TURF - IN JAA ARCHITECTURE INC. 2716 ST. JOHN'S AVE JACKSONVILLE FL. 32205 P: (904)379-5108 E: JOHN@JAAARCHITECTURE.COM 4x4 END POST 2x4 TOP RAIL 1x2 BALUSTER 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 114"SS CABLE OR SIMILAR w/CORROSION _ _,,, _ _ — — _ _ _ T.O.CLERESTORY BEAM RESISTANCE — — — PROJECT(S)WITHOUT THE ....s..._.._..... 30' — 0 21/32" EXPRESS WRITTEN PERMISSION OF I € : . THE DESIGNER N f f€ E r Nit € 3 E E _.3 .. € C'7 ... ..� .. ..._.... .. i ?, ..._.... t z ---------------- SECOND FLOOR - - - - J 2x4 BOTTOM RAIL ............ TT PT 1x6 OVER PT 1x14 W FASCIA AT DECK D T.O.BEAM - R _ _. _...._ _ - 3 ........... . _._.._....__..._. __._.--- 23 2 I11 .......... ......... .......... .......... ._ - `.i _; :. o ::} a : .. .' _ l ae < I E E END RAILING DETAIL ....:..'. E_ Z .................. ........ m ........ 3 3 i -- \ ...... ..._ / CV i _ d PREVIOUS T.O. 2x TO`'PLATE � � � � ROOF - — � — — — — LOCATION– THIRD FLOOR W -- W - - - - - - - - - - - _ - - - -_ _ 12 4D _ 6' .. ------ - __._._._.........4.. .__._..._... , B.0 . 12 LVL E I I E € l3I U . ............ ------------ o <..........._l r _ _ W O i E € i { O --------------- t .> OD € • e . e .. 3 SECOND FLOOR - - -' - - - n .LF 4 8' - Z1 2 _ REVISIONS A201 # DATE DESCRIPTION ................... ........ i i r 1-3/4x14 LVL BEAM j I � a is € ; _ E 6x6 PT COLUMN,TYP. oF Pt j3 i i 1 i DECORATIVE TRELLIS I . _ : s ................xr� 10 E : : i i t ....... �y 74 4x4 PT BRACING,TYP. — i .__. FIRtT FLOORIL _ 11 off 4--0" 14' - 7 1/2" 1' -9" DATE: 6.21 .2017 SHEET. ELEVATIONS OA 1 NEW REAR ELEVATION 2" = 1'-0" � r A 2 PERMIT SET 17-050 SYMBOLS LEGEND D DESIGNATES SHEARWALL THE HIDDEN LINE DESIGNATES SIDE OF WALL THE C __________ SHEARWALL SHEATHING TO BE APPLIED. \/I FULL LL HEIGHT r1mm7 SW 3 6 8d ® � DESIGNATES 8d COMMONS 0 m�A PLAN I A 1 3" O.C. EDGE & 6 O.C. IN THE n 0 ANCHORING SPECIFICATIONS ' F FIELD" DESIGNATES THE HEADER SIZE, NUMBER DOUBLE SYSTEM SHALL CONSIST OF r13 (2)2x8-1/2 of PL 0 A307 THREADED Y'S & JA STUDS NEEDED FULL HT. ANCHORING SYSTEM: THE THREADED ROD ANCHORING FOR SUPPORT HEADER. SOLE FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE Lou P o n t i g o a n d PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE ____ LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE BEAM OR TRUSS, SEE PLAN Associates, Inc. _ TOP PLATE, PROVIDE A 2"x 2"x Y8" STEEL WASHER. ANCHOR LEGEND 420 Osceola Avenue WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 A� )ax. Beach, Florida 32250 OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) 36" A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax.24I-9557 THREADED ROD, SEE DETAIL 1/S1.1 FL:CA# 8344 SC:CA#3579 ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE %" LARGER THAN THE W DIAMETER OF THE THREADED ROD USED. WHILE W A307 DIAMETER FULL HEIGHT ELEVATION SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER X THREADED ROD, SEE DETAIL 1/S1.1 0 (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES © FULL HT. WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE � ° O - ROD SHALL BE INSTALLED APPROXIMATELY CENTERED 4 �GEAts •'.� ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE 'O VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. No.53 AT SILL PLATE AT TOP PLATE THE NUT ABOVE THE UPPERMOST PLATE SHALL BE FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OVER THE WASHER TO A SNUG-TIGHT - CONDITION PLUS ONE—HALF TURN OF A STANDARD WRENCH (APPROXIMATELY 30 FT.—LBS. OF TORQUE). O O O O O DUE TO SHRINKAGE AND COMPRESSION OF BUILDING THREADED ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 HOLE HOLE SPEC. DEPTH DISTANCE FT.—LBS. OF TORQUE AFTER ALL TRADES ARE 11COMPLETE AND PRIOR TO INSULATION. L uis A. P o n t i g o, PE 3/8 1/i»o 14"o 2x2x1 a» 4" 4" 2» 3„ FL PE#53311 5/8 3/4"� 3/4"o 3x3x1/4" 7.5" 12" 02" 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE REVISIONS DATE REQUIREMENTS THREADED ROD INSTALLATION CHART �12FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAN'VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. Hili 1 � � t i I G H O 0 A.R "I R MAI A IS_ Z L / (2)A35 HIP TO O Uj _ 3 WALL, (1 EA SIDE) U Z s2.o i III_ �'_ Z Uj 2x6x8' O" LONG STRUCTURAL U / 2 A35 HIP TO W I Q ( ) FASCIA FASTEN T \ x , ( ) RAFTER w/ A35 (TYP ) / 0 EXITING HOUSE TO f � WALL 1 EA SIDE _ _ Q W REMAIN AS Is i 0 DN (2)2x12-2/2 I{ {I ll II II = m RAFTER TO BEAM Z w % CRICKET BY W � U U j BUILDER w/ A35. (TYP.) — STRAP HEADERN Uj PER 7/S2.0 'CO STEEL BRACKET, Y Z / SEE 1/S2.0 LU Q V L 2x4„ OVERFRAME RAFTERS �' �, � W m @ 12 O.C. w/ OVERFRAME IIS �— ,f N LEDGER SEE 2/S2.0. 2x6 SYP#2 ROOF lD Q f STRAP HEADER I RAFTER @ 24" O.C. DECK RAMING, > rf/ / PER 7/S2.0 J SEE S1.0 EXISTING RIDGE AND RAFTERS TO REMAIN AS IS,, `V IIIA / IN THIS AREA. r 4 1 STEEL BRACKET, STRAP HEADER N N PER 7/S2.0__/ — SEE 1 2.0 i cori v 3 L ^ cV S2.0 I / j f (2)2x4 POST BELOW EXISTING RIDGE, 4"112 (2)A35 HIP TO r 2x6 SPF#2 FASTEN TOP AND BOT. . WALL, EA SIDE) @ 16 O.C. w/ 1—HTS16 (TYP.) 2x6x8'-0" LONG STRUCTURAL N J FASCIA t FASTEN TO EA. wX +d� w/ A35 (TYP.)R w OVERFRAME LEDGER SEE NT I s 2ND LEVEL I T � OF 2/S2.0. - RAFTEj WALLJ Ito L _j - FRAMING (2)2x6-1/1 (2)2x6-1/1 SHEARWALL NOTE: SW: 3/3 (2)A35 HIP TO PLAN SW: 3/6 DESIGNATES SHEARWALL WALL, (1 EA SIDE) NAILING — 8d @ 3" EDGEAND 6" "FIELD" SW NAILING: Sd®3"/6" 3 DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE SEE 8/S2.0 S2.0 I IIIIIARt~HITECTURAL DRAWINGS OR m CONTACT THE E.OR s2 0 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES PLAN NAME BENZ DECK 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING IMPORTANT NOTE: � DESICNiDRAwNicHECKED 4 WITH 2-12d TOENAILS & 1—SIMPSON H2.5T UPLIFT ALL EXPOSED METAL SMALL BE Cs JMD LAP STRAP UNLESS OTHERWISE NOTED STAINLESS STEEL OR G LVANIZED DATE 0 06.22.17 SCALE SECOND LEVEL WALL FRAMING PLAN ROOF FRAMING PLAN �� AS NOTED LPA No. SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" ALES-17-00624 CONTROL No. SHEET S1 .1 SHEET 3 OF 4 CITY OF ATLANTIC BEACH I i 800 Seminole Road AUG 2 3 2017 i Atlantic Beach,Florida 32233 i REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS DateRevision to Issued Permit /Corrections to Comments Permit#mn--M- � Project Address 614i- 13e2(7�1G �y Contractor/ Contact Name Phone 104�O`�j— 1p�('l Email Description of Proposed Revision/ Corrections: Permit Fee Due $ .0. Additional Increase in Building Value $ Additional By signing below, I !_� A affirm the Revision is inclusive of the proposed changes. (printed name Signature of Contra or gent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved C Denied Not Applicable to Department Revision/Plan Review Comments Co 4 hr C T Co 7/50C 7�0�iZ - v 12 010 60 P-y, Department Review Required: Planning & Zoning U Reviewed By Tree Administrator Public Works Public Utilities '?o•! 7 Public Safety Date Fire Services