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HomeMy WebLinkAbout1922 Palmetto Ave (A) 14-14041922 PALMETTO AVENUE SANFORD, FLORIDA 32771 GENERAL NOTES I. THESE CONSTRUCTION DOCUMENTS COMPLY WITH THE FLORIDA RESIDENTIAL CODE 2010 2. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES AND ORDINANCES AS REQUIRED BY GOVERNMENT AGENCIES HAVING JURISDICTION OVER THE WORK. 3. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMEN51ON5 PRIOR TO COMMENCING THE WORK. ANY DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THE DRAWINGS SHALL BE REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO COMMENCING THE WORK. 4. A5 INSTRUMENTS OF SERVICE, THESE DOCUMENTS ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. 5. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY 51MILAR 517UA71ON ELSEWHERE IN THE WORK UNLESS OTHERWISE REFERENCED. 6. ALL DIMENSIONS ARE TO FACE OF STUDS, MASONRY AND SLAB EDGES. 7. SUBCONTRACTOR SHALL BE RE5PON51BLE FOR ALL CLEAN-UP AFTER COMPLETION OF THEIR WORK, ALL DEBRIS TO BE DEPOSITED IN ON-SITE DUMPSTER AND HOME / BUSINESS TO BE LEFT "BROOM CLEAN". b. 5U5C0NTRACTOR5 TO INSTALL ALL BLOCKING AND BRACING REOUIRED BY THEIR TRADE AND TO PERFORM ALL GUTTING AND PATCHING. cl. THE CURRENT EDITION OF THE AIA GENERAL CONDITIONS OF THE CONTRACT SHALL BECOME A PART OF THESE DOCUMENTS. 10. DO NOT SCALE DRAWINGS, USE WRITTEN DIMEN51ON5 ONLY, 11. ALL CHANGES TO THE DRAWING MUST BE APPROVED IN WRITING BY THE ARCHITECT DO NOT ACCEPT VERBAL CHANGES. 12. MAKE NO MATERIAL SUBSTITUTION WITHOUT WRITTEN APPROVAL FROM ARCHITECT. 13. THE APPLICATION, INSTALLATION AND U5E OF ALL MANUFACTURED PRODUCTS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST PUBLISHED INSTRUCTIONS. 14. TAKE FIELD MEASUREMEN75 FOR ALL OFF SITE MANUFACTURED ITEMS SUCH AS DOORS, WINDOWS, MILLWORK, SKYLIGHTS, SCREENS, GRILLE5, RAILINGS, ETC. 15. PORCH AND PA710 OVERHAN65 ARE TO BE ENGINEERED TO RESIST LOADS IMP05ED BY THE SCREEN F-NSL05URE ATTACHMENTS A5 WELL A5 ALL OTHER NORMALLY IMPOSED LOADS. 16. SHOP DRAWINGS ARE TO BE PROVIDED TO BUILDER IN FIELD FOR CABINETS, WINDOW, DOOR, FIREPLACE, RA I L I NG5, ETC. 17, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPON51BLE FOR VERIFICATION OF ALL EXISTING CONDITIONS. 18. THIS OFFICE SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RE5PON51BLE FOR CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAM5 IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE 50LE RESPONSIBILITY OF THE CONTRACTORS AND SUBCONTRACTORS. ILI. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL PARTS OF THE WORK WITH THE OTHER SUBCONTRACTORS, UTILITY COMPANIES, AND OTHER ASSOCIATED OFFICES. 20. CONTRACTORS SHALL CARRY LIABILITY INSURANCE, TERMS AND LIMITS AS DIRECTED BY THE OWNER, AND SHALL FURNI5H THE CERTIFICATES OF INSURANCE UPON BID ACCEPTANCE. 21. BY ACCEPTING THI5 WORK, THE CONTRACTORS AGREE THAT THE OWNER, ARCHITECT, AND ENGINEERS SHALL BE HELD HARMLE55 AND NOT LIABLE FOR ANY INJURIES OR PROPERTY DAMAGE RESULTING FROM ANY OF THE CON7RAC70R5' OPERATION5. 22. EACH TRADE, MANUFACTURER AND/OR SUPPLIER SHOULD UNDERSTAND ITS SCOPE OF WORK WITHIN THIS SET OF PLANS COMPLETELY PRIOR TO COMMENCING ANY WORK, ANY OUE57IONABLE OR UNCLEAR CONDITIONS ARE TO BE BROUGHT TO THIS OFFICES' ATTENTION FOR CLARIFICATION. THE ULTIMATE RESPONSIBILITY OF ALL TRADES, MANUFACTURERS AND/OR 5UPPLIER5 15 THEIRS IF THE INFORMATION IN OUE5TION 15 5HONN CLEARLY OR HAS BEEN ADDRESSED AS REQUIRED PRIOR TO COMMENCING THE WORK. ABBREVIATIONS 0 C1 J AFF ABOVE FINISH FLOOR IN5UL INSULATION AOF ACCE5515LE DRINKING INT INTERIOR AR 1 FOUNTAIN JT JOINT ALUM ALUMINUM LAM LAMINATED < ANGLE LAV LAVATORY APPROX APPROXIMATE LP LIGHT POLE ARCH ARCHITECT MH MANHOLE AT MFO MANUFACTURED BR& BEARING MFR MANUFACTURER BLK BLOCK MA5RY MASONRY BLKG BLOCKING MB MASONRY BLOCKOUT BD BOARD MO MASONRY OPENING BLDG BUILDING MAT MATERIAL GLG CEIILING MAX MAXIMUM CH CEILING HEIGHT MTL METAL CL CENTER LINE MIN MINIMUM L CHANNEL MR MOISTURE RESISTANT CLR CLEAR MTD MOUNTED CO CLEAR OPENING NIG NOT IN CONCTRACT CR COLD ROLLED N75 NOT TO SCALE COL COLUMN NO NUMBER CONC CONCRETE cc ON CENTER GD CONDEN5A7E DRAIN OFF` OPPOSITE CMU CONCRETE MASONRY UNIT OD OUTSIDE DIAMETER CONN CONNECT / CONNECTION PTN PARTITION CONT CONTINUOUS PLAS PLA57IC CONTR CONTRACTOR PL PLATE CJ CONTROL JOINT PLWD PLYWOOD DECOR. DECORATOR PT PRESSURE TREATED DTL DETAIL R RADIUS DIAD DIAGONAL RL RAIN LEADER DIA. DIAMETER REINF REINFORCING DWG(5) DRAWING / DRAWINGS RA RETURN AIR EA EACH RD ROOF DRAIN EW EACH WAY RS ROOF SCUPPER EWC ELECTRICAL WATER COOLER RTU ROOF TOP UNIT ELV ELEVATION RM ROOM ERI;) EMERGENCY ROOF DRAIN RO ROUGH OPENING EO EQUAL 5CHEID SCHEDULE EQUIP EQUIPMENT SECT SECTION EF EXHAUST FAN 5HT SHEET EXI5T EXISTING SIM 51MILAR EJ EXPANSION JOINT 5CW SOLID GORE WOOD EXT EXTERIOR SPEC SPECIFICATIONS EIFS EXTERIOR INSULATION AND 50 FT 50UARE FOOT w FINISH SYSTEM S5 STAINLE55 57EEL FOF FACE OF FIN 15H STL STEEL FOM FACE OF MA5ONRY 57RUCT STRUCTURAL FOS FACE OF STUD SU5P SUSPENDED FIN FINISH T TEMPERED FFE FINISH FLOOR ELEVATION TEMP TEMPORARY FE FIRE EXTINGUISHER THK 7HICKNE55 FR FIRE RATED TH THRESHOLD FRT FIRE RETARDANT TREATED TOM TOP OF MASONRY FLR FLOOR T05 TOP OF 5TEEL FD FLOOR DRAIN TOW TOP OF WALL FDN FOUNDATION TS TUBE STEEL FV FIELD VERIFY TYP TYPICAL &ALV GALVANIZED URN URINAL GA GAUGE VTR VENT THROUGH ROOF GC GENERAL CONTRACTOR VERT VERTICAL GB GYPSUM BOARD NH WATER HEATER HC HANDICAPPED WWF WELDED WIRE FABRIC HNC HANDICAPPED WATER CLOSET W WIDTH HDW HARDWARE W/ WITH HT HEIGHT WD WOOD HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR PROJECT DESCRIPTION Aoolicoble Godes: 2010 FLORIDA RESIDENTIAL CODE 2010 FRG - MECHANICAL 2010 FRG - PLUMBING 2010 FRG - 6A5 2005 NATIONAL ELECTRICAL CODE 2010 LIFE SAFETY CODE 2010 FLORIDA FIRE PREVENTION CODE (CHAPTER 36 FBG) 2010 FLORIDA ENERGY EFFICIENCY CODE (CHAPTER 13 FBC) 2010 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (CHAPTER II FBG) SYMBOL LEGEND DETAIL NO DWG. NO. ELEV. NO. DWG. NO. SECT. NO. A( DWG. NO. DOOR NUMBER WINDOW NUMBER ROOM FINISH NUMBER REVISION MARK DETAIL KEY INTERIOR ELEVATION KEY SECTION KEY LARGE SCALE DETAIL KEY LOCATION MAP m SHEET NDEX pERMI-T # ia;, •Ino'. IC. d.� SITE SHEET TITLE SHEET ORIGINAL LATEST FLAG NUMBER ISSUE REVISION AR 1 17i!3 ID 4843 DATE DATE COVER SHEET/NOTES/LOCATION C5 4.17.2014 GENERAL NOTES GN 4.17.2014 DEMO / FLOOR PLAN A-1 4.17.2014 KITCHEN AND BATHROOM ELEVATIONS A-2 4.17.2014 WHITLEY BUILDERS, LLC WILLIAM WHITLEY CBC -1255213 3 MARKET PLACE SUITE D PALM COAST, FL. 32137 P. 366.986.2224 ZZROU AR,Cr��TE7 314 00 Y BOULEVARD FLAG ER B C11, FLORIDA 32136 T:(38 439-5 0 F:(386)439-5651 AR 1 17i!3 ID 4843 ul JOSL H D. POZZUOLI A 1A17t4 ■� T � r w M w WHITLEY BUILDERS, LLC WILLIAM WHITLEY CBC -1255213 3 MARKET PLACE SUITE D PALM COAST, FL. 32137 P. 366.986.2224 w ul N Z N w M w V 1 O � 0 w 0 � � o N Nz w ul N w Q 0 w w J a w to 0 z a O w w z w LON w a � It L w m DATE: DRAWN: 1 1. 1 3.2❑ 1 3 DJs Jos No.: CKECKED: 213224 JDP CS - - - - - - - - EI EFS AL_1 aT DESIGN CRITERIA THE STRUCTURE IS DSIGNED IN ACCORDANCE WITH THE 2019 FLORIDA BUILDING CODE REFERENCE TO OTHER STANDARD SPECIFICATIONS OR CODES SHALL MEAN THE LATEST PUBLICATION, FOUNDATION$ ARE DESIGNED FOR AN ASSUMED ALLOWABLE LOAD OF 3000 PSF, SUPERIMPOSED LIVELOApS: ROOFS AND CANOPIES: (REDU0BLE) „ ..........., 30 PSF ELEVATED FLOORS: „ . 40 PSF WIND LOADS; BASIC WIND SPEED (ASCE 7): ................................ 140 MPH MEAN ROOF HEIGHT: ...., ......... WIND IMPORTANCE FACTOR (CATEGORY II): 1.0 WIND EXPOSURE: ................. ..................... :.............. B ENQLOSURE CLASSIFICATION: .................................. ENCLOSED INTERNAL PRESSURE COEFFICIENT: ± 0.18 UIREQTIONALITY FACTOR (Kd): 0.85 SHAPE FACTORS: ... ,„ ....,.. „ PER CODE THIS BUILDING IS LOCATED IN THE WIND ITORNE DEBRIS REGION, IMPACT RESISTANT GLAZING IS REQUIRED aiTEWORK 1. SUBSURFACE EXPLORATION WORK SHALL BE PERFORMED BY THE OWNER. SOIL BEARING VALUES OF 2,500 POUNDS PER SQUARE FOOT SHALL BE VERIFIED BY A SOIL. S ENGINEER PRIOR TO COMMENCING FOUNDATION WORK. SOIL BEARING VALUES LESS THAN 2,500 POUNDS PER SQUARE FOOT SHALL NOLL AND VOID THE FOUNDATION PLAN. 2. MOVE ALL TOPSOIL, ORGANICS AN OTHER D ETRIOU, MATERIALS. GRASS WEEDS AND ROOTS ARE TO BE RE A L, Q EL S a REMOVED, ALL EXISTING FOUNDATION REMNANTS, OLD SIDEWALKS, UTILITY LINETa, ETC., ARE TO BE REMOVED. 3, AFTER CLEARING AND EXCAVATION, 'THE BUILDING AREA IS TO BE GRADED AtiD COMPACTED. DENSITY AT THE BUILDING AREA SHALL BE BROUGHT TO 957. ACCORDING TO AASHTO T-180. DENSITY TESTS SHALL BE PERFORMED T FI THE r OF COMPACTION. P. MIPlIM I TESTI FREQUENCY SFIA L BE ON- 1 E'T R 2 000 SQUARE Q CONFIRM n H E DEGREE .OM 0 I U� N9L E () PE FEET. 4. SUITABLE FILL MATERIALS SHALL INCLUDE CLEAN SAND, FREE OF ROOTS, CLAY AND ORGANICS OR OTHER DELETRIOUS MATERIAL: , PROPERLY WORKED TO OBTAIN OPTIMUM MOISTURE AND COMPACTION. FILL IS TO DE PLACED IN 12 INCH LIFTS AND BE COMPACTED. 5. PROVIDE SOIL TREATMENT FOR TERMITE CONTROL IN COMPLIANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR ALL PHASES OF THE WORK, APPLY AN OVERALL POISONING AND TERMITE TREATMENT UNDER SURFACE OF FLOOR SLABS AND EXTENDING FIVE (5) FEET BEYOND BUILDING PERIMETER AT THE RATE OF ONE (1) FEET. GALLON PER TEN ('10) SrEr. QUARE T. RE -APPLY 'TREATMENT TO AREAS DISTURBED BY SUBSEQUENT EXCAVATION OR CONSTRUCTION ACTIVITIES FOLLOWING TREATMENT. CONCRETE 1. CONCRETE FORMWORK SHALL COMPLY WITH APPLICABLE PROVISIONS OF ACI RECOMMENDED PRACTICE FOR CONCRETE FORMWORK -ACI 347", ALL FORMS AND SOIL UNDER CONCRETE SHALL BE THOROUGHLY WETTED BEFORE PLACEMENT OF CONCRETE. INSTALL SLEEVES, INSERTS, ANCHORS AND OTHER DEVICES REQUIRED FOR FASTENING OF OTHER WORK, FORMS, FOOTINGS, COLUMNS, AND BEAMS. 2, EXPANSION JOINTS ADJACENT 'TO BUILDINGS SHALL BE 1/2" PREMOULDED AFa"PHALT-IMPREGNATED FELT. 3, CONCRETE, REINFORCEMENT SHALL COMPLY WITH "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI -318, LATEST EDITION. DEFORMED BARS SHALL BE ASTM A-615, GRADE 4Q DEFORMED NEW BILLET STEEL, SPLICES SHALL BE LAPPED A MINIMUM OF 25 INCHES. 'WIRE MESH SHALL MEET ASTM A-185 AND BE 6" x 6" #10 GAUGE WELDED FABRIC. LAP EDGES AND ENDS 8" MINIMUM; RAISE MESH 1" MINIMUM A80VE BOTTOM OF SLAB. FIBERCRETE MAY BE SUBSTITUTED. 4, CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE AS NOTED BELOW, OR PER LATEST ACI 318 FOR CONDITIONS OTHER THAN THOSE LISTED; CONCRETE CAST AGAINST EARTH ..................... ............ .......,,.,,,..3" BEAMS AND COLUMNS........................................................................1y„ SLABS ON ADE, .... , .... , ..2' FROM TOP FORMED CONCRETE EXPOSED TO EARTH OR WEATHER_,. ................ 2" SLABS ,& WALLS NOT EXPOSED TO EARTH OR WEATHER, ..............:1" 5. CAST -IN-PLACE CONCRETE SHALL MEET THE FALL OWINQ REQUIREMENTS: A. PORTLAND CEMENT: PER ASTM 0.159, TYPE 1, B. FINEAGGREGATE!SHARPCLEANPAa )I r A �8 SIEVE MEETING ASTM r 33 c C. COARSE AGGREGATE: ASTM C-,33 GRAVEL OR CRUSHED STONE, SIZE GRADED FROM 1' DO'NN, SIZE FOR COLUMN AND SEAM POURS SHALL BE 1/2" AND DOWN. D. WATER: SHALL BE POTABLE QUALITY. E. STRENGTH: 3,000 PSI Q 28 DAYS- SLAB -ON -GRADE, W/C RATIO (MAX)= O.5Q RATIO 3,000 PSI Q 28 DAYS- FOOTINGS, W/C; RATIO (MAX)= 0,55 3,000 PSI 0 28 DAYS ALL OTHER CONCRETE, W/C RATIO (MAX)= Q.55 F. FINISHES: FORCE COARSE AGGREGATE FROM M SUR ' -ACE, SCREED LEVEL AND FLOAT. G. CONCRETE SHALL BE FINISHED: INTERIOR -- SMOOTH TROWEL EXTERIOR - BROOM FINISH OR AS NOTED. 6. ALL CONCRETE PROPORTIONING, MIXING, TRANSPORTATION, PLACING, AND CURING SHALL CONFORM TO ACI 301. 7, USE OF CALCIUM QHLORIDE, CHLORIDE IONS, OR OTHER SALTS IS CONCRETE IS PROHIBITED, 8, THE AIR CONTENT IN ALL CONCRETE EXPOSED 'TO WEATHER SHALL BE BETWEEN 4% �k 6%, 9, CHAMFER ALL EXPOSED CORNERS %" MINIMUM. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A615, QRADE 60 UNLESS NOTED OTHERWISE, 11, ALL WELDED WIRE MESH SHALL CONFORM TO A$TM A185. LAP TWO SQUARES AT SPLICES. 12, DO NOT 'WELD REINFORCING 5TEEL UNLESS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 13, 'TIE ALL REINFORCING STEEL AND EMBEDS SECURELY IN PLACE PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL PROVIDE SUPPORTS TO MAINTAIN THE REQUIRED REINFORCING POSITION. "WET STICKING" DOWELS INTO CONCRETE IS NOT PERMITTED. 14. REINFORCING BARS MAY BE SPLICED ONLY AS SHOWN ON THE DRAWINGS EXCEPT THAT REINFORCING NOTED AS CONTINUOUS MAY BE LAP SPLICED 40 BAR DIAMETERS. LAP SPLICES OF CONTINUOUS REINFORCING, IN BEAMS AND TWO-WAY SLABS SHALL BE MADE OVER THE SUPPORT FOR 6OTTOM BARS AND AT MID-iSPAN FOR TOP BARS. 15, THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THE ARCHITECTURAL PLANS AND DETAILS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF SHOP DRAWINGS. 16. THE CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF 19 OF TOTAL REINFORCING STEEL FOR THE PROJECT TO BE FABRICATED AND PLACED DURING CONSTRUCTION AT THE DIRECTION OF THE STRUCTURAL ENGINEER, IN ADDITION TO THE REINFORCING STEEL REOUIRED BY THE STRUCTURAL DRAWINGS. THE OWNER SHALL RECEIVE CREDIT FOR ANY UNUSED QUANTITY AT THE END OF THE PROJECT, FOUNDATIONS 1. A GEOTECHNICAL ENGINEER REGISTERED IN THE ,`,STATE OF THE PROJECT SHALL INSPECT AND ASSURE TME ADEQUACY OF ALL SUBGRADES, FILLS, AND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, ETC, WRITTEN ACCEPTANCE OF THE WORK INSPECTED SHALL BE SUBMITTED TO THE ARlHH`ECT AND STRUCTURAL ENQINEER. METALS I. STRUCTURAL STEEL SHALL CONFORM TD THE LATEST EDITIONS OF A,I.S.C. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL AND ASTM A-36, LATEST EDITION, 2. WELDED OR BOLTS() CONNECTIONS WHICH DEVELOP THE FULL STRENGTH OF THE MEMBERS WILL BE PERMITTED EXCEPT WHERE WELUEU CONNECTIONS ARE SPECIFICALLY CALLED FOR ON THE T)RAWJING`a, ALL FIELD WELDS SHALL BE REPAINTED WITH TWO COATS OF RUST INHIBITING PAINT OF THE SAME BRAND AND TYPE AS SHOP COAT, 3. FURNISH ALL ANCHORS, CLAMPS, BOLTS, SCREWS, ETC., REQUIRED FOR THE COMPLETION OF THE WORK. AFTER FABRICATION 'THIOROUCiFIL'f CLEAN STEEL. AND COVER WITH SHOP COAT OF OIL-BASED RUST INHIBITING PAINT, "RUST-O-LEUM" OR EQUAL. 4, AFTER ERECTION, TOUCH UP ALL AREAS WHERE SHOP COAT HAS 'MORN OFF; TOUCH UP FIELD QONNECTIONS USING THE s;AME BRAND AND TYPE OF PAINT AS FOR THE SHOP COAT, a. CONNECTION BOLTS ,HALL 3E 2/4" A-325 UNLESSLEa S OTHERWISE NOTED ON DRAWINGS, 6, WELDING ELECTRODES SHALT_ BE E70XX UNLESS OTHERWISE NOTED ON DRAWINGS. 7. QQNTRACTOR SHALL, PROVIDE AND INSTALL, OR PROVIDE FOR OTHER TRADES WHEN REQUIRED, ALL MISCELLANEOUS METAL, STEEL AND METAL FABRICATIONS INCLUDING BUT NOT LIMITED TQ HANGERS, ANCHORS, BOLTS, PLATES, SUPPORTS, LINTELS, BRACKETS AND OTHER MISCELLANEOUS ITEMS NECESSARY TQ FRAME OR SUPPORT THE WORK, 8. CONTRACTOR SHALL PROVIDE AND INSTALL GALVANIZED STUCCO STOPS, EXPANSION JOINTS AND OTHER ACCESSORIES AS SHOWN ON THE DRAWINGS. 9. TAKE ALL MEASUREMENTS IN FIELD AS REQUIRED TO VERIFY OR SUPPLEMENT THOSE SHOWN ON ,THE DRAWINGS AND ASSUME RESPONSIBILITY FOR FIT OF ALL STRUCTURAL MEMBERS, STEEL JOISTS AND MISCELLANEOUS METALS. MASONRY 1. MORTAR SHALL CONFORM WITH ASTM C-91 FOR MASONRY CEMENT AND ASTM C-150 FOR PORTLAND CEMENT. MORTAR SHALL BE TYP MOR , EACH OA'T'S MIX S AN, HALL CJDPJFORM WITH ASTM C-270. SAND FOR MORTAR SHALL BE CLEHS ARD, SHARP SANG CONFORMING TO ASTM C-144. WATER FOR MORTAR SHALL BE POTABLE. 2. HORIZONTAL MASONRY JOINT REINFORCEMENT SHALL BE GALVANIZED 9 GAUGE, TRUSS --TYPE AT EVERY UTMER BLOCK COURSE OR PER LOCAL CODE. LAP SPLICES 6" MINIMUM. 3. CONCRETE MASONRY UNITS ,`SHALL CONFORM WITH ASTM C-90. HOLLOW LOAD BEARING CONCRETE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, 8" X 8" X 16", 4. BRICK VENEER UNITS SHALL CONFORM WITH ASTM C-652; NOMINAL 4" X 8" MODULAR HOLLOW! CLAY BRICK, COLOR TO BE SELECTED BY OWNER. 5. PROVIDE ALL AND r I�ES REQUIRED TO COMPLETE THEWORK WITH AMINIML M 0F CUTTING AND PIECING. PLACEMENT QF UNIT MASONRY SHALL BE STRAIGHT, PLUMB AND TRUE TO TOLERANCE OF 1/8" IN TEP) FEET. LAY UNIT MASONRY IN RUNNING BOND WITH SUCCESSIVE COURSES LAPPED 1/2 OF A UNIT. MORTAR JOINTS TO BE 1/2", FLUSH UNLESS INDICATED OTHERWISE. A$ THE WORK PROGRESSES, BUILD IN BOLTS, STRAPS, HANGARS, INSERTS AND OTHER ANCHORAGE DEVICES REQUIRED TO SUPPORT FRAMING AND OTHER WORK. 6. PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL CELLS TO BE FILLED WITH GROUT WHEN SUCH LIFT 4' OR POUR IS IN EXCESS OF 4 FEET IN HEIGHT. PRO!/IDE CLEANOUTS AT EACH LIFT OR POUR OF GROUT: SEAL CLEANOUTS AFTER INSPECTIONS AND BEFORE GROUTING. 7. 'TIE BEAMS ARE TO BE DROPPED AS REQUIRED AT WINDOW AND DOOR OPENiNGS, SEE FLOOR PLAN FOR BEAM INFORMATION, 8. CMU SHALL HAVE A MINIMUM ASSEMBLY COMPRESSIVE S`fRENGTH (F'm) OF 2,000 PSI, 9. THE 28 -DAY GROUT COMPRESSIVE STRENGTH SHALL BE 3,000 PSI MINIMUM, 10, LAP ALL REINFORCING 48 BAR DIAMETERS. i1. STANDARD JOINT REINFORCING SHALL BE PROVIDED AT '16" OC VERTICALLY IN SUPPORTED WALLS. JOINT REINFORCING SHALL BE PROVIDED AT 8" OC VERTICALLY IN CANTILEVERED WALLS. JOINT REINFORCING TYPE SHALL BE SPECIFIED BY ARCHITECT, 12, UNLESS NOTED OTHERWISE ON PLAN SHEETS, REINFORCE ALL EXTERIOR AND LOAD BEARING CMU WALLS W/ A #5 FULL HEIGHT VERTICAL BAR CENTERED IN WALL AT 24" OC. ADDITIONALLY, PROVIDE A #5 VERTICAL FULL HEIGHT AT EACH 'NALL END AND QQRNER. SEE TYPICAL CMU REINFORCING DETAIL FOR OTHER REINFORCING REQUIREMENTS. ALL CMU CELLS RECEIVING REINFORCING SHALL BE GROUTED SOLID. 11 UNLESS PROVIDED ON ARCHITECTURAL DRAWINGS, PROVIDE VERTICAL CONTROL JOINTS AT A MAXIMUM SPACING OF 28'-0" OC, JOINT$ SHOULD NOT BE PLACED WITHIN 14'-T)" FROM BUILDING CORNERS AND NOT CLOSER THAN 1-4" TQ OPENING EDGES AND MAJOR SEAM OR JOIST BEARING LOCATI Jr. CONTRACTOR TOR SHALL SUBMIT JOINT LAYOUT TO ARCHITECT FOR APPROVAL IF JOINT LOCATIONS ARE SHOWN ON ARCHITECTURAL DRAWINGS. 14, BOND BEAMS, CMU LINTELS, MASONRY BENEATH STEEL SEAM AND JOIST BEARINGS, AND OTHER STRUCTURAL ELEMENTS SHALL EXTEND UNINTERRUPTED ACROSS CONTROL JOINTS. 15, FILL ALL CELLS BELOW FINISHED GRADE, 16, 16" U -BLOCK OR BOND BEAM SHALL CONSIST OF TWO 8" KNOCK -OUT BLOCKS. 17, BARS SPECIFIED TO BE EACH FACE SHALL BE HELD IN PLACE WITH SPACERS AND SHALL BE LOCATED 2h" FROM EACH FACE TO THE CENTER OF THE BAN. 18, MASONRY 'NARK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530-99 QUALITY ASSURANCE LEVEL 2. WOOD FRAMING 1, ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER RITC AND TPI AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, 2. ALL STRUCTURAL WOOD MEMBERS SHALL HAVE A MINIMUM EXTREME FIBER S'iRESS IN BENDING F =1200 ( B) PSI, 3. UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM LUMBER GRADES SHALL BE USED: A. STRUCTURAL LIGHT FRAMING SIZE 2" 70 4" THICK x 2" TO 4" WIDE - NO. 2 OR #2 HEM / FIR OR BETTER, B, STUDS SIZE 2" TO 4" THICK X 2" TO 6" WIDE - STUD GRADE, C. STRUCTURAL JOISTS AND PLANKS SIZE 2" TO 4" THICK X - AND WIDER - NO. 2 OR BETTER. D. LIGHT FRAMING SIZE 2" TO 4" THICK X 2" TO 4" WIDE -STANDARD OR BETTER, 4, PLYWOOD SHEATHING OR STRAND BOARD SHALL BE APA STRUCTURAL 1, GROUP 1 SIZE. AND SPAN RATING AS ; HOWN ON THE DRAWIINGS. NAIL WITH 8D NAILS AT 6" O,G. ALONG PANEL EDGES AND 12" 0. C. AT INTERMEDIATE SUPPORTS. 5. ALL WOOD MEMBERS EXPOSED TO 'WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALT.: BE PRESSURE --TREATED. 6. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH APPLICATION. FASTENINGS SUBJECT TO MOISTURE SHALL BE HO'T-DIP GALVANIZED TO ASTM A --153-8Q. 7. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS OF SUPPORT. 8, PROVIDE ALL "DEADWOOD" AS REQUIRED FOR FINISHES, FIRE REQUIREMENTS AND WALL -HUNG EQUIPMENT. 9. NAILS SHALL BE RIGHT COMMON WIRE NAILS, HQT-DIPPED GALVANIZED FOR EXTERIOR WORK, SUBDRILLED WHERE NECESSARY, 10. CLIPS, CONNECTIONS, HANGERS, HOLD-DOWNS, ETC. SHOWN ON THESE DRAWINGS ARE SIMPSON STRONG -TIE CONNECTORS, UNLESS OTHERWISE NOTED. FASTENERS Or" OTHERMANUFACTURERS MAY BE SUBSTITUTED PROVIDED THE LOAD VALUES OF THE SUBSTITUTED FASTENER FOR GROUP II WOOD SPECIES EQUALS OR EXCEEDS THE SPECIFIED FASTENER. 11. NAILING OF ALL MEMBERS SHALL BE iN ACCORDANCE WITH THE BUILDING CODE. SEE CODE FOR TABLE. 12. ALL SLEEPERS AND SILLS SHALL BE MADE OF PRESSURE TREATED WOOD, 11 AT OPENINGS 6' OR LESS PROVIDE ONE STUD UNDER HEADER. AT OPENINGS OVER 6' PROVIDE 2 STUDS UNDER HEADER. STUDS FULL HEIGHT EACH SIDE OF EXTERIOR OPENINGS SHALT. EQUAL ONE HALF THE NUMBER OF BTUDS INTERRUPTED BY THE OPENING ROUNDED UP (I.E., IF 5 STUDS ARE INTERRUPTED BY THE OPENING PROVIDE 3 FULL HEIGHT STUDS EACH SIDE OF THE OPENING IN ADDITION TO THE STUDS UNDER THE HEADER), 14. AT OPENINGS, PROVIDE 1-4aTA12 SIMPSON STRAP TO STUDS EACH END OF HEADERS. PROVIDE 2 HEADER STRAPS AT OPENINGS 6' AND GREATER, MOVE REQUIRED (SEE SCHED) FLOOR TO FLOOR !STRAPS BENEATH OPENING TO EACH SIDE OF OPENING (ONE HALF EACH SIDE). ALSO, PROVIDE LTT20 FOUNDATION HOLDOWN TO STUDS EACH SIDE OF OPENINGS 6' AND GREATER. 15. SILL PLATE BOLT AND ANCHOR BOLT WASHERS SHALL BE Ye"x2%2" AT BEARING LOCATIONS WITH UPLIFT. 16, ROOF SHEATHING SHALL BE �8" MINIMUM APA RATED SHEATHING, EXPOSURE '1 WITH 32/16 SPAN RATING. 17. WALL SHEATHING SHALL BE Y16' MINIMUM APA RATED SHEATHING EXPOSURE I WITH 24/16 SPAN RATING. SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY FOR FLEXIBLE WAIL FINISHES, SHEATHING MUST BE ORIENTED HORIZONTALLY FOR BRITTLE WALL FINISHES (STUCCO) UNLESS STRUCTURAL 1 RATED SHEATHING OR %2' 5-PLY/5--LAYER PLYWOOD OR i9/32" D$H IS USED. 1B. NON SHEAR WALL: WOOD WALL SHEATHING SHALL BE UNBLOCKED, FASTEN SHEATHING TO STUDS w/8d @ G" OC AT PANEL EDGES AND AT 12" OC AT INTERMEDIATE SUPPORTS. FOR NAILING REQUIREMENTS AT SHEAR WALLS, SEE SHEAR WALL SCHEDULE, ,r Y 15. ROOF AN FLOOR DECKING SIAL_ AILD WITH 15 AT & 2 CK AND 1 N I . ft D F 00 O BE N E W 8d NAL �i6 D. 0 Od A L �, AT %`' & 'A" DECK, SPACE FLAILS AT 6 AT SUPPORTED EDGES OF DECK 0 AT EXTERIOR WALLS) AND 12 SPACING AT INTERMEDIATE SUPPORTS. 20, PROVIDE A MINIMUM OF 3 STUDS UNDER BEAMS OR GIRDER TRUSSES CARRYING FLOOR OR ROOF LOADS. 21. ROOF JOIST SHALL BE LATERALLY SUPPORTED AT THE ENDS BY SOLID BLOCKING OR DIAGONAL STRUTS. SUCH BRIDGING MAY BE OMITTED "WHERE END OF .JOIST IS NAILED TO A HEADER, BAND JOIST OR TO AN ADJOINING STUD. ALSO PROVIDE SOLID BLOCKING OR DIAGONAL STRUTS AT 8'--0" MAXIMUM SPACING. 22, ALL DOUHLE HEADERS SHALL BE NAILED TOGETHER WITH 16d NAILS STAGGERED AT 16" ON CENTERS 2'' FROM TOP AND BOTTOM. HEADERS SHALL BE 2-2x12, UNLESS OTHERWISE NDTED, 23, HOLES AND NOTCHES MUST BE APPROVED BY THE ENGINEER. IF APPROVED THE NOTCHES ON THE ENDS OF JOISTS SHALL Nor EXCEED ONE-FOURTH THE DEPTH, HOLES BORED FOR PIPE OR CABLE SHALL NOT BE WITHIN THE 'TQP OR BOTTOM THIRD OF THIS JOIST DEPTH AND THE DIAIETER OF SUCH HOLE SHALL NOT EXCEED UNE -THIRD THE JOIST DEPTH NOTCHES; FOR PIPES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCEED UNE -SIXTH THE JOIST DEPTH AND SHALL NOT NE LOCATED IN THE MIDDLE (INE -THIRD OF TME SPAN. 1 \ r A L A H PINE 2 O .. GINEER PPRO / EQUAL, L AL D �N VALUE RE 24. STRESS RADE; SOUTHERN i E NO REP! A Ep Q ESL J UNDER NORMAL LOADING AND IN DRY CONDITIONS OF SERVICE, SYP MAY BE SUBSTITUTED FOR SPF. 25. PRESSURE -TREAT LUMBER IN ACCORDANCE WITH THE MANUAL OF RECOMMENDED PRACTICE OF THE AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA). 26, ALL FASTENERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE MADE OF TYPE 304 OR TYPE 316 STAINLESS STEEL UNLESS THE LUMBER IS TREATED WITH CCA -C OR SBX (DDT), BUT NOT SBX (DOT) WITH SODIUM SILICATE (1v1002). 27. UNLESS OTHERWISE NOTED, USE THE FOLLOWING MINIMUM GRADE OF LUMBER FOR FRAMING FRAMING MINIMUM GRADE SILL ON FOUNDATION WALLS OR NO. 3 SYP SLAB ON GRADE JOISTS, RAFTERS & HEADERS NO. 2 SYP PLATES, CAPS & DUCKS NO. 2 SYP STUDS SEE SCHEDULE POSTS & COLUMNS N0, 2 SYP 28, CONNECT OVER FRAMING (SUCH AS VALLEY TRUSSES) 'TO MAIN ROOF FRAMING BELOW WITH SIMPSON VTC2 WITH 4-10d NAILS INTO TRUSS AND 5-10d x 1Y2' NAILS INTO OVERFRAMING OR 1/4"x'16 go TWIST NAILS Ir EACH STRAP (O48" MAX W/4 -10d i \ JH END OF STRAP. 29. POST BASE ANiD CAPS FOR 4x4 AND 66 POST SHALL BE SIMPSON CO SERIES AT BASE AND CC SERIES AT CAP USE CORNER CAPS AT CORNER POSTS. 30, CONVENTIONAL FASTENING AND STRAPPING HAVE BEEN SHOWN ON THESE DRAWINGS TO (RE IST WIND LOADING, AN ALTERNATE SYSTEM USING FULL HEIGHT BOLTED RODS, CABLES, ETC, MAY BE SUBMITTED ASAN ALTERNATE. SUBMIT DETAILED SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BYA REGISTERED ENGINEER FOR APPROVAL PRIOR TO FABRICATION. THE. SUBMITTAL SHALL ADDRESS THE FOLLOWING: - THE TOP PLATE MUST BE CONSIDERED AS TWO SEPARATE MEMBERS FOR TRANSFERRING UPLIFT FORCES TO THE RLTERNATE SYSTEM, UNLESS IT IS NAILED TOGETHER TO ACT AS ONE MEMBER (I. E. VO/It CALCULATION REQUIRED). - WOOD WALL SHEATHING MAY BE USED TO TRANSFER THE UPLIFT FORCES PROVIDED ADDITIONAL NAILING IS PROVIDED AT THE TOP PLATE (SEE SSTD 10-97 BY SBCCI FOR ACCEPTABLE TABLES). NAIL SPACING AT SHEARWALLS WILL NEED TO BE INCREASED. SHEARWALLS WITH 3" EDGE NAILING MAY NOT BE USED TO TRANSFER UPLIFT FORCES SINCE NAILING CAN NOT BE INCREASED. N R FORCES, - GYPSUM BOARD WALL SHEATHING (EXCEPT AT GYPBOARD SHEARWALLS) MAY BE USED TO TRANSFER UPLIFT FORCES PROVIDED SPECIAL NAILING IS PROVIDED. - SHEARWALL SILL ANCHOR BOLT „PACING MUST BE PER THE SHEARWALL SCHEDULE. HOWEVER, EACH BOLT FOR THE ALTERNATE SYSTEM MAY REPLACE ONE SCHEDULED ANCHOR DOLT, T, - SHEARWALL HDL DOWJNS AND F1:00R TO FLUOR STRAPPING AT END POSTS MUST BE PROVIDED A5 SCHEDULED UNLESS A SSCCI REPORT OR OTHER TESTING IS PROVIDED SHOWING THAT LATERAL SHEARWALL DEFLECTION IS WITHIN ACCEPTABLE LIMITS. - CABLE SYSTEMS MIDST BE PRE -TENSIONED TO RESIST UPLIFT LOADING. SUBMIT TENSIONING PROCEDURE FGR APPROVAL. - TRUSSES AND CONVENTIONAL FRAMING WILL BE FASTENED WITH CONVENTIONAL FASTENER'S AS SHOWN ON THESE DRAWINGS, UNLESS AN ALTERNATE PROCEDURE IS SUBMITTED FORAPPROVAL. - RODS OR CABLES SHALL BE TIED OFF AT EACH FLOOR. IF NOT, END POSTS SPECIFIED AT THE GROUND FLOOR SHALL OF USED FULL HEIGHT. WOOD TRUSSES 1. PRE -FABRICATED STRUCTURAL TRUSSES SHALL COMPLY WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. TPI DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND AIr 100. Tr 2. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT, DESIGN, WIND UPLIFT AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. .)HOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND :SEALED BY A REGISTERED PROFESSIONAL ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS DIMENSIONS AND DESIGNS WITH ARCHITECT'S DRAWINGS. 3. CONTRACTOR SHA LLCOORDINATEWTHTRUS5 MA UFACTURERTUENS RE ADEQUATE S PROVIDED AT END REACTIONS OF ALL GIRDER TRUSSES. r 4 r HALL . TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO THE CONTRACTOR AND ARCHITECT S ESE REVIEW AND APPROVAL PRIOR TO FABRICATION. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF DIMENSIONS, MATERIALS AND CONDITIONS. 5. AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES TO PROVIDE A SMOOTH UNBROKEN INTERIOR WALL SURFACE FROM FLOORTO CEILING. 6 BRACE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION TO COMPLY WITH TPI BWT-76. TEMPORARY TRUSS BRACING SHALL BE INSTALLED IN ACCORDANCE WITH "RECOMMENDED DESIGN SPECIFICATIONS FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" (TPI-DSB) AND "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TIB -HIB), INSTAL ALL WEB BRACING REQUIRED BY THE TRUSS DESIGNER. TEMPORARY BOTTOM CHORD AND WEB BRACING SHALL REMAIN PERMANENTLY IN PLACE, 7. ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. 8. TRUSS MANFG R, SHALL SUBMIT SHOP DRAWINGS 70 'THIS OFFICE BY THE CONTRACTOR FOR APPROVAL VAL PRIOR TO FABRICATION. BOTH OFFICES MUST APPROVE THE TRUSS LAYOUT, J, GUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION PROCESS. 10. ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMMATIC AND ARE INTENDED TO INDICATE DESIGN CONCEPT ONLY FOR ROOF CONFIGURATION. 11, "TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH ANSI/TPI1 "NATIONAL DESIGN STANDARDS FOR METAL -PLATE --CONNECTED WOOD TRUSS CONSTRUCTION". 12. FLOOR TRUSS DESIGP! CRITERIA LIVE LOAD .................... .,...,.....,.........,,........ SEE DESIGN CRITERIA 'THIS SHEET DEADLOAD.............................................................. 20 PSF 13. COORDINATE FLOOR TRUSS LOCATIONS/CONFIGURATION WITH PLUMBING WALLS AND HVAC EQUIPMENT 50 AS TO AVOID CONFLICTS, SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF DUCTS, STACKS, PIPES, ETC. .1-11P ROOF .NAILING PATTERNS 1. TRUSSES MIDST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER, 3, ROOF NAILING PATTERN (UNLESS NOTED OTHERWISE) 1O ZONE 1 - USE qU COMMON NAILS 0 6" O,C, AT EDGES AND 12" O.C. INTERMEDIATE FRAMING 0 ZONE 2 - USE 8d COMMON NAILS 0 6" D.C. AT EDGES AND 6" O.C. INTERMEDIATE FRAMING 03 ZONE 3 - USE HN COMMON NAILS 0 4" AT EDGES FOR GABLE END AND 6" OTHERWISE AND 6" O.C. INTERMEDIATE FRAMING. 4. SEE ROOF PLAN FOR SHEATHING SPECIFICATION$, 5, END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBERS, 6'-r Imo-- /� ROOF EDGE 6'-a-1 h-, ZONJ; , r,HAR1 1 COMPONENTS & CLADDING T6, WIND LOADS (PSF) ZONE (D +17.5,-30.9 ZONE 0 +17,5,-51.8 ZONE �) Ci +17,5,-78.0 OVERHANGS -73.2 T WINDOWS AND DOORS 1 ALL GLAZING WITHIN THE FJ__ SWING )F A D) OR S TOBETEMP E P WHERE APP_Ir�AB_ E 2. ALL GLAZING IN DOORS IS TO BE TEMPERFQ; 3. ALL OPERABLE EGRESS WINDOWS ARE TO COMPLY W/ FBC 1005.4.2,3r_0c4 AND NFPA 101 CHAP 24, MIN. CLEAR OPN'G TO BE 20" WIDE, 24" HIGH, AND l5,7 S.F. ALL EGRF~ S WINDOWS ARE TQ BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS, BOTTOM OF CLEAR OPENING IS TO BE MAX. 44" ABV, FLOOR, W/ LATCH 0 54" A.F,F. MAX„ AND SILL TO BE MINIMUM 30" A.F,F, 4, ALL SECOND FLOOR WINDOW ARE TO HAVE FIN TYPE FRAMES. 5, ALL OPERABLE WINDOWS 0 THE SECOND FLOOR SHALL HAVE A MIN. SILL HT. OF 30", OR A SAFEGUARD SHALL BE INSTALLED PER FBC. &, ALL EXTERIOR WINDOW AND DOOR 0PENINGa f0 RECEIVE METRO APPROVED STORM 5HU7 RS OR IMPACT GLASS IS TO BE USED, UNLESS OTHERWISE NOTED PARTIALLY ENCLOSED STRUCTURE. STORM SHUTTERS NOT REQUIRED AT OVERHEAD GARAGE DOOR LOCATIONS, 7, MINIMUM OF ONE EGRESS DOOR LOCATION FROM INTERIOR LIVING SPACE TO EXTERIOR SPACE AT GROUND LEVEL IS TO BE SOLID, AND CONTAIN NO GLASS, AND RECEIVE NO STORM SHUTTERS. (UNLEs, $ IMPACT R)ESISTANT.) 8, ALL WINDOWS DOORS ARE TO BE CAED AND WEATHER aTREPPEUIAND SHALL DISPLAY LABF L 5 SHOWING COMPLIANCE WITH 'THE FLORIDA STATE ENERGY CODE SECTION 502.4. 9. CONTRACTOR TO VERIFY ALL WINDOW AND DOOR OPENINGS PRIOR TO ANY CONSTRUCTION WITH WINDOW AND DOOR MANUFACTURER, WIND LOADS ON EXTERIOR OPENINGS 1. FOR EXTERIOR WINDOWS USE 1x4 P,T. BUCK ON JAMBS AND HEAD TAPCON THROUGH WINDOW FRAME AND BUCK TO 5UBsrRA7E WHERE 2x BUCKS ARE USED SEE TABLE 2. FOR DOORS SHIM AND SCREW THROUGH DOOR FRAME TO SUBSTRATE PER MANUFACTURER'S SPECS. WHERE 2x BUCKS ARE USED SEE TABLE. 3. FOR FRAME OPENINGS INSTALL PER MANUFACTURER'S SPEC'S 4, PROVIDE ENOUGH FASTENERS OF TYPE USED TO EQUAL OR EXCEED MANUFACTURER'S SPEC';+ FOR 'STATED PRESSURES. 5. FASTENERS ARE REQUIRED NO CLOSER THAN 2" OR MORE THAN 4" FROM ENDS AND SPACED EQUAL IN DISTANCE ALONG BALANCE QF BUCK, " MINIMUM FASTENF(S FOR TOP BUCK IS 2. �' MINIMUM FASTENERS FOR SIDE BUCK I'S 3. 4� MINIMUM FASTENERS FOR DILL IS 2.OR APPROVED STRUCTURAL SILL ( ) APPROVED FASTENERS: 3/16 'TAPCON WiTH 1 3/4" PENETRATION = 230 L3. QF HOLDING POWER 1/2 TAPCON WITH 2" PENETRATION = 380 LB, OF HOLDING POWER STANDARD T -NAIL 1-3/$" LONG = 44 LB. OF HOLDING POWER 6 FOR GARAGEDOOR USE MINIMUM 94 P.T. BUCK FOR JAMBS AND REQUIRED SPRIPIe� PADS, 7, GARAGE DOOR "BUCKS" SHALL BE ATTACHED TO STUDS WITH 3/8" x 4" LAG BOLTS OR TO CONCRETE WITH 1/2'` x 4" SLEEVE ANQHORS SPACED 24" O.C. WITH MINIMUM OF 3 BOLTS, SEE MANUFACTURERS SPECIFICATIONS FOR REQUIRED FASTENERS TO ATTACHED GARAGE DOOR, ENTRY DOORS, PATIO DOORS AND WINDOWS TO BUILDING. NOTE: FOR POCKET SLIDING GLASS DOOR WALL USE 1/4'" TAPCON W/ 2" PENETRATION 8" O.C. TOP & BOTTOM, WHERE TOP BUCK CANNOT BE SCREWED INTO EXISTING HEADER, r USE 2 SIMPSON MTS -12 FROM TOP PLATE TO TRUSS OR JOIST ABOVE CIRCLE TOP OR "fRAP1SCJM WINDOWS USE BUCK ATTACHMENT FOR ,TOTAL OPENING SIZE, SUPPLY BLOCKING FOR WINDOW SCREWS AS PER MANUFACTURER'S SPEC'S AND FOR PLYWOOD USE EXTERIOR NAILING PATTERN. LOAD FACTOR 30 LB. PER SQUARE,FOOT FOR EXTERIOR WINDOWS AND DOORS USE BEVEL CUT P,T, BUCK ON JAMBS AND HEAD FOR GARAGE DOOR USE MINIMUM 24 P.T, BUCK FOR JAMBS AND REQUIRED SPRING PADS. PROVIDE ENOUGH FASTENERS OF T'fPE USED TO EQUAL 0R EXCEED STATED LUAUS ON TABLE, FASTENERS ARE REQUIRED NO CLOSER THAN 2" OR NO MORE THAN 4" FROM ENDS AND SPACED EQUAL IN DISTANCE, ALONG BALANCE OF BUCK, 4I'MINIMUM FASTENERS FOR TOP BUCK IS 2 ''kMINIMUM FASTENERS FOR SIDE BUCK I$ 3 APPROVED FASTENERS: 3/16 TAPCON WITH 1 3/4" PENETRATION = 230 LB, OF HOLDING POWER 1/2 TAPCON WITH 2" PENETRATION w 380 LB. OF HOLDING POWER STANDARD 'r -NAIL 1-3/8" LONG = 44 LB. OF HOLDING POWER 2x6 P.T. w/ (3)-"-- „ „ r 3 a x 4 SPR EAU ANCHORS R r NOTE: FASTEN DOOR JAMB TO MASONRY USiNG 3-1/4" x 3/8" TAPCON SCFiEWS MIP!. (3) EA. SIDE AND (1) A7 TOP, WHERE OPENING IS LARGER THAN 54" WIDE USE (2) AT TOP JAMB, 26 P.T. w/ (4) 3/,H" x 4" SPRE NOTE: 3 JCHORS THIS DETAIL CAN BE USED FOR DOOR UNITS UP TO 6'-0" WIDE x W -U" HIGH. DOOR „OPENING MASONRY DOOR OP NING PLUMBING GENERAL NOTE. 1. ALL DOMESTIC HOT AND COLD WATER SHALL BE TYPE L COPPER OR APPROVED EQUAL 2, ALL SOIL, WASTE AND VENT PIPING SHALL BE PVC OR OTHERWISE NOTED, 3, PLUMBING SYSTEM SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES. MECHANICAL NOTES 1. DESIGN INSTALLATION AND EQUIPMENT SHALL CONFORM TO APPLICABLE: CODES AND ASHRAE STANDARDS AND MODIFICATIONS. 2. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR SIZING MECHANICAL UNIT AND DUCTS AND DISTRIE)UTION. SYSTEM TO MAINTAIN 76 DEGREE F INDOOR TEMPERATURE WINTER AND 72 DECREE INDOOR TEMPERATURE SUMMER. 3. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE FINAL INSTALLED HVAC SYSTEM, 4. PROVIDE DUCTED EXHAUST FANS AND VENT WHERE REQUIRED BY CODE, COORDINATE WITH OTHER TRADES AS REQUIRED. 5. ALL INTERIOR WATER PIPING TO BE COPPER OR PQLYBUTELFPJE WITH SOLDERED JOINTS: NO JOINTS ALLOWED BELOW SLAB, EXCEPT AS FOLLOWED BY CODE. 6. PROVIDE ALL CARRIERS AND HANGERS REQUIRED FOR A COMPLETE INS TALLAT ION 7. FINAL INSTALLED PIPING SIZES ARE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR, 8. CONCEPTUAL DUCT LAYOUT IS PROVIDED TO SHOW AVAILABLE SOFFIT AREAS FOR CONCEALMENT OF HVAC DUCT RUNS, ANY ADDITIONAL TaOFFIT SHALL BE SUBJECT TO ARCHITFCT'S APPROVAL. SUPPLEMENTARY r, SUPPLEMEN NOTES � 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY,AND 5A ETY OF ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC. THE STRUCTURAL ELEMENTS ARE; NOT CONSIDERED STABLE UNTIL THE STRUCTURE IS COMPLETE, 2. REVIEW OF THE SUBMITTAL INFORMATION 9HALL BE FOR GENERAL REQUIREMENTS OF THE PROJECT, AND SHALL N07 INCLUDE CHECKING OF DETAILED DIMENSIONS OR DETAILED QUANTITIES, NOR REVIEW OF THE CONTRACTOR'S SAFETY MEASURES ON OF OFF TME WORKSITE OR THE MEANS AND METHODS OF DOING ANY WORK. 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND ARCHITECTURAL AND STRUCTURAL PLAN DIMENSIONS AND ELEVATIONS PRIOR TO THE COMMENCEMENT OF CONSTRUC'TiON AND NOTIFY THE STRUCTURAL ENGINEER OF ANY CONFLICTS, 4. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITHEQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK _ AFFECTED. 5. EM8FQMEN T FOR EXPANSION BOLTS SHALL BE 4)/4" %4 " MINIMUM FOR "'h BOLTS IN CONCRETE OR GROUTED MASONRY. EXPANSION BOLTS SHALL BE HILTI KWIK BOLT 3 OR EQUAL, 6. EPDXY GROUT SHALL HE HY150 CARTRIDGE SYSTEM BY HILA: (HIL'Tl RESUU, IF HOLE la CORED INSTEAD OF DRILLED OR APPROVED EQUAL, UNLESS NOTED OTHERWISE. EMBEDMEJaIT SHALL BE 12 BAR DIAMETER MINIMUM, UNLESS NOTED OTHERWISE. INSTALLATION SHALL BF IN ACCORDANCE WiTH MANUFACTURERS PRINTED INSTRUCTIONS. 7. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SMALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. 8. GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER. SUBMITTALS WHICH DQ NOT CONTAIN THE CONTRACTOR'S SNAP DRAWING STAMP OR HAVE SEEN MERELY "RUBBER STAMPED" SHALL BE RETURNED WITHOUT REVIEW. 9. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS SHOWN ON ARCHITECTURAL, AND STRUCTURAL PLANS AND DETAILS WILL CONTROL, 2x6 P,T, w/ (2) 3/8" x 4" SPREAD APJCHraRs GARAGE DOOR BUCK DETAIL 4. AT COMPLETION OF WORK AND PRIOR *10 OCCUPANCY BY OWNER, THOROUGHLY FLUSH AND CLEAN ALL PIPING. 5. PAY FOR ALL FEES AND PERMITS REQUIRED FOR THIS WORK. 6. COORDINATE ALL PIPING WITH OTHER TRADES, 7. EXTERIOR HOSE BIBS SHALL BE INSTALLED IN A MANNER WHERE A HOSE CAN REACH 100' IN ANY DIRECTION. MOUNT HOSE BIBS AT A HEIGHT WHERE LAND^)CAPING 'r,rILL COVER FROM VIEW. 8. ALL VALVES SHALL BE ACCESSIBLE AT ALL TIMES. ACCESS PANELS/DOORS SHALL BE USED WHERE NECESSARY. 9. THE EQUIPMENT ROUGH -INS AS SHOWN ARE ACCURATE TO THE E,EST OF OUR KNOWLEDGE. HOWEVER, IN SOME INSTANCES, THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT MAY VARY FROM WHAT IS SHOWN. THEREFORE, THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS, 10, SLEEVE AND SEAL PIPING T'HRU SLAB. 11. PLANS ARE DIAGRAMMATIC ONLY. THEY ARE INTENDED TO INDICATE CAPACITY, SIZE LOCATION, DIRECTION AND GENERAL ARRANGEMENT BUT NOT DETAILS OF CONSTRUCTION, THE FACT THAT ONLY CERTAIN FEATURES OF THE INSTALLATION ARE INDICATED MUST NOT BE TAKEN MEAN THAT OTHER SIMILAR FEATURES WILL NOT BE REQUIRED, PLUMBING RISER DETAIL iSIZESA NQTES� 1. ALL MAIN DRAIN LINES TO BE A MINIMUM OF 3" EXITING THE HOUSE. SHOULD THERE BE MORE THAN 2 WATER CLOSETS THE MAIN LINE WILL EXIT 4". A STANDARD GUEST BATH CONSISTING OF (1) WATER b r CLOSET, (1) TUB OR SHOWER, WILL HAVE A MINIMUM VENT SIZE OF 2 THROUGH ROOF, EACH HOUSE WILL HAVE (1) 3" MAIN VENT THROUGH ROOF, A WASHER STANDING ALONE WILL HAVE A MINIMUM OF j 1/2" VENT THROUGH ROOF. IF THE WASHER IS STACKED WITH LAUNDRY TUB, THE VENT "THROiJGH ROOF WILL BE 2". ALL KITCHEN WILL BE AUTOVENT. 2" CLEAN OUTS WILL BE USED AT EXTERIOR WALL FOR ACCESS. IN NO CASE WILL THERE EVER BE MORE THAN 3 MINOR AND (1) WATER CLOSET VENTED ON LESS THAN A ?" VENT. A WASHER WILL NEVER DRAIN PAST ANOTHER TUB / OR SHOWER USING SAME UPSTREAM VENT, AND A WATER CLOSET WILL NEVER DRAIN PAST A TUB / OR SHOWER USING SAME UPSTREAM VENT. NOTF': ALL DOOR AND WINDOW OPENING TO COMPLY TO FBC-TR SECTION R 703.3 COMPONENTS AND (; LADDING, ZONE 4 29.6 / -32.1 PSF ' 24 P.T. w/ (4)-- 3/8" x 4" SPREAD ANf;HORS /9.Fi 4D GARAGE DOOR BUCK DETAIL 4. AT COMPLETION OF WORK AND PRIOR *10 OCCUPANCY BY OWNER, THOROUGHLY FLUSH AND CLEAN ALL PIPING. 5. PAY FOR ALL FEES AND PERMITS REQUIRED FOR THIS WORK. 6. COORDINATE ALL PIPING WITH OTHER TRADES, 7. EXTERIOR HOSE BIBS SHALL BE INSTALLED IN A MANNER WHERE A HOSE CAN REACH 100' IN ANY DIRECTION. MOUNT HOSE BIBS AT A HEIGHT WHERE LAND^)CAPING 'r,rILL COVER FROM VIEW. 8. ALL VALVES SHALL BE ACCESSIBLE AT ALL TIMES. ACCESS PANELS/DOORS SHALL BE USED WHERE NECESSARY. 9. THE EQUIPMENT ROUGH -INS AS SHOWN ARE ACCURATE TO THE E,EST OF OUR KNOWLEDGE. HOWEVER, IN SOME INSTANCES, THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT MAY VARY FROM WHAT IS SHOWN. THEREFORE, THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS, 10, SLEEVE AND SEAL PIPING T'HRU SLAB. 11. PLANS ARE DIAGRAMMATIC ONLY. THEY ARE INTENDED TO INDICATE CAPACITY, SIZE LOCATION, DIRECTION AND GENERAL ARRANGEMENT BUT NOT DETAILS OF CONSTRUCTION, THE FACT THAT ONLY CERTAIN FEATURES OF THE INSTALLATION ARE INDICATED MUST NOT BE TAKEN MEAN THAT OTHER SIMILAR FEATURES WILL NOT BE REQUIRED, PLUMBING RISER DETAIL iSIZESA NQTES� 1. ALL MAIN DRAIN LINES TO BE A MINIMUM OF 3" EXITING THE HOUSE. SHOULD THERE BE MORE THAN 2 WATER CLOSETS THE MAIN LINE WILL EXIT 4". A STANDARD GUEST BATH CONSISTING OF (1) WATER b r CLOSET, (1) TUB OR SHOWER, WILL HAVE A MINIMUM VENT SIZE OF 2 THROUGH ROOF, EACH HOUSE WILL HAVE (1) 3" MAIN VENT THROUGH ROOF, A WASHER STANDING ALONE WILL HAVE A MINIMUM OF j 1/2" VENT THROUGH ROOF. IF THE WASHER IS STACKED WITH LAUNDRY TUB, THE VENT "THROiJGH ROOF WILL BE 2". ALL KITCHEN WILL BE AUTOVENT. 2" CLEAN OUTS WILL BE USED AT EXTERIOR WALL FOR ACCESS. IN NO CASE WILL THERE EVER BE MORE THAN 3 MINOR AND (1) WATER CLOSET VENTED ON LESS THAN A ?" VENT. A WASHER WILL NEVER DRAIN PAST ANOTHER TUB / OR SHOWER USING SAME UPSTREAM VENT, AND A WATER CLOSET WILL NEVER DRAIN PAST A TUB / OR SHOWER USING SAME UPSTREAM VENT. NOTF': ALL DOOR AND WINDOW OPENING TO COMPLY TO FBC-TR SECTION R 703.3 COMPONENTS AND (; LADDING, ZONE 4 29.6 / -32.1 PSF ZONE 5 29.0 /9.Fi PSF 9 ,,, 9 , Yi E Y ,i ' W I M i� A - 1 ' 1 iY. �,V° L . . �". .., ,, , I .1µ � 7 r . 4 ;:1�,. . ` Yx u rjp ,� ,m' ' 1'�: IVia _11 4„�'"'� f `k`F "I ��Y` € 1` 4tl� ❑ ! ;,r b.t. ,''' r rAREHITE,TJOSrPH SLI 31.4Y 11300 ,EVAJ-- D HLAGC fl, FL(DR[DA 32!36 C: (38Q F: (386) =139565 ( A[Z LD 4843 WHITI,_)MY s1-IIL.DERS, LLCI WILLIAM WHITLE'( z�i MARKET Pi,,ACE ,'"uiTE f0 PALM EEIAS'T", FL, X21 �? P. 3815 F',98,C5,2224 DATE! DRAWN: 1 1 -I x.201 � DO jou Np.: CKB GKEQ1 �,5'13Z'w4 JSFt .a .� - ,-. 1U, SEPARATE ALL DI.�;SIMILAR MiTALS TO PREVENT ELECTROL`{SIS. '" t RT L . a ;:1�,. . $. ❑ W J Q u U1 ❑ z <t W 1 s) z Z -„ 01 �.. r tL Q q . . DATE! DRAWN: 1 1 -I x.201 � DO jou Np.: CKB GKEQ1 �,5'13Z'w4 JSFt .a .� - ,-. 1U, SEPARATE ALL DI.�;SIMILAR MiTALS TO PREVENT ELECTROL`{SIS. '" Q # p POOL 4 POOL DECK AREA THRESHOLD MAX - HEIGHT 1/2" MAX. ROLL UNDER KITCHEN SINK ® II D I -� PATIO 0 00° RADIUS �, � STOVE u/ FRONT W CONTROLS ROLL UNDER WORK COUNTER EXISTING KITCHEN 3008 ELECT. PANEL REF Em NEW ,DTIC NEW FRENCH DRAIN AND PIPE TO STORM WATER HOOK UP. , LHANDICAPI THRESHOLD 51iiING 10. MEAD DATACHABLE FROM SLIDING BAR AND X REACHABLE FROM THE CHAIR WITHOUT ENTERING 4'-0" 5'-4" 41-4" I THE SHOWER AREA. KITCHEN NOTE 5 rel I. PROVIDE 00' HANDICAP TURNING CIRCLE AND NON SLIP FLOORING, 2. STORAGE AREAS MUST BE ACCESSIBLE FROM WHEELCHAIR AND INCLUDE PULLOUT SHELVING, c� %J I 3. CABINETS WITH 5L IDE -OUT DRAWERS AND SHELVES IN LOWER CABINETS 4, 3' WIDE OPENING UNDER THE KITCHEN 51NK FOR WHEELCHAIR ACCESS, FRAME IN EXIST. OPENING � � PIPES SHOULD BE WRAPPED TO PREVENT BURNS AND ARA51ON5. PATCH TO MATCH EXIST, I I __ u 5. MINIMUM OF ONE WORK COUNTER I5 REQUIRED WITH A MINIMUM 3' WIDTH `1 ®� _ AND MAXIMUM 2 -10 IN HEIGHT. WIC `� I 0, INSTALL A FREE STANDING OVEN / RANGE w/ FRONT / SIDE CONTROLS OR AN OVEN AT A LEVEL CONVENIENT HEIGHT FOR THE VETERAN SERVICE RAISE FLOOR ELEVATIONQ I ___ 4'-0" MEMBER WITH A SEPARATE BUILT-IN RANGE COUNTERTOP (SUFFICIENT TO MATCH EXISTING. u/ DIVING AREA "' I SPACE UNDERNEATH RANGE TO ACCOMMODATE WHEELCHAIR AND FRONT WOOD SLEEPERS SIDE CONTROLS. (ENTIRE ROOM) FDTE I 1. DOUBLE DOOR SIDE BY SIDE REFRIGERATOR / FREEZER COMBINATION. ■ 8. ELECTRICAL OUTLETS MUST BE MOUNTED SO THAT THEY ARE ACCES51BL E VETERAN WHILE SEATED IN THE WHEELCHAIR (OUTLETS NEAR SINKS MUST THRESHOLD MAX BE OF GFI TYPJ M45T HEIGHT 1/2" MAX, /� �� AT' I !�I }�,,� -p X l 00" RADIUS \ �i 5MOKE DETECTOR CTO Ul EXISTING Q0 --- -; 2'-10" HANDIGA ' _ ` ���� �l _ _ r+ UAL STANDARD NO. 211 rf� / THREC)HO LR,_� FLOORING; (N ` ROLL UNDER EXISTING NT's — BATH SINK � I 1. DOES NOT IMPEDE WHEELCHAIR MANEUVERABILITY 2. EXIT DOORWAYS IN51DE THE. HOME MUST BE NON-5LIP MATERIAL UNDER BOTH WET AND DRY CONDITIONS RAISED CONCRETE ENTRY 3. CARPET MUST BE LOW PILE AND CLOSELY WOVEN 4, CARPET PADDING MUST BE [DURABLE FIBER TYPE (RUBBER EXI5TING EXI5TING I PADDING 15 NOT AGEPTABL E) 5,-0" 5'-01 Q 66 -HANDICAP RAMP u/ 1-1/2" THICK RAILS INDICATES RAISING CONCRETE ELEVATION TO MATCH EXISTING ELEVATION. FLOCIF� SCALE: 1/4' - I'-0" no= il VEiEfR?1N15 ATHROCOM: I. FLOORING: MIN, 5' TURN RADIUS, 4' CLEAR AREA IN FRONT OF ALL FIXTURES, AND NON-5LIP MATERIAL ON SURFACE. 2, SINK / VANITY: MAX. HT. 34", MIN. KNEE SPACE 21"Dx2"1"H 30"W WITH COVERED DRAIN d SUPPLY LINES 3. WHEELCHAIR ACCESSIBLE MIRROR AND / OR MEDICINE CABINET 4. NO CURB OR RAMP AT SHOWER 5. 3 SHOWER GRAB BARS: 1 ON EACH WALL 0. TOILET: 3' 51DE TRANSFER, 4' CLEARANCE IN FRONT, 2 GRAB BARS: I REAR AND I ON SIDE. 1 SLOPE SHOWER FLOOR SLIGHTLY TO DRAIN. 8. SHOWER DRAIN: 2" DIA, LOCATED IN REAR OF FLOOR 9. SHOWER CONTROLS MUST BE: ACCESSIBLE FROM WHEELCHAIR FOR TEMP, CONTROL, SINGLE LEVER 4 THERM05TATIC OR PRESSURE BALANCED 10, SHOWER HEAD DETACHABLE FROM SLIDING BAR AND REACHABLE FROM THE CHAIR WITHOUT ENTERING THE SHOWER AREA, REMOVE DOOR ---4 REMOVE EXISTING KITCHEN CABINETS AND APPLIANCES KITCHEN REMOVE WINDOWS -3E----[E---_ 51TTIN LIVING RO !a/ I I FOYER / A5 5UILT FLAN SCALE. '/4" - 1'-0" ENTRE' P ` OM REMOVE WALLS AND DOORS L,--------- II / II / II I1 REMOVE WALLS AND DOORS REMOVE ENTIRE BATHROOM 1 LFf41 ,i t :lin 3( Glu JDSR�POZZROU ARNITU 314 MOC DY BOULEVARD FLAG LER E ;ACH, FLORIDA 32136 T: (3 6) 439- 650 F: (386) 439-5651 AR 31.78 ID 4843 wm J011Ulf 1.). POZZUOLI lLL=31_/s WHITLEY BUILDERS, LLC WILLIAM WHITLEY 0130-12552'13 3 MARKET PLACE SUITE D PALM COAST, FL. 321 37 P. 3B6.9B6.2224 ALL WALKS, PATIOS, PORCHES, DRIVES 4 GARAGE FLOOR TO BE o SLOPED FOR P051TIVF DRAINAGE w w WILL BE DONE BY HI5A GRANT � ` O 5' CONCRETE WALKWAY ATHROa�#.r l I NOTES; ❑ Q 1, FLOORING: MIN. 5' TURNING CIRCLE, EXISTING 4' CLEAR AREA IN FRONT OF ALL FIXTURES, o a, AND NON -SLIP MATERIAL ON SURFACE, HANDICAP N a 2. SINK / VANITY: MAX. HT. 34" MIN, KNEE SPACE THRESHOLD 2-1' D. x 27' H. x 36" W, WITH COVERED DRAIN THRESHOLD MAX THRESHOLD L I AND SUPPLY LINES MAX. HEIGHMEDICINE Q 3. WHEELCHAIR ACCESSIBLE MIRROR' AND / OR w CABINET. In 4, NO CURB ON RAMP OR SHOWER z 5. (3) SHOWER GRAB BARS: (1) ON EACH WALL Q 0. TOILET: 3' SIDE TRANSFER, -r CLEARANCE IN FRONT, w (2) GRAB BARS: (1) REAR AND (1) ON SIDE. MA,5TER w 1, SLOPE SHOWER FLOOR SLIGHTLY TO DRAIN. z S. SHOWER DRAIN: 2" DIA. LOCATED IN REAR OF FLOOR, 1�fi CC�1�l u, ( 9. SHOWER CONTROLS MUST BE: ACCESSIBLE FROM ul WHEELCHAIR FOR TEMP. CONTROLS, SINGLE LEVER, AND THERMOSTATIC OR PRESSURE BALANCED. OVOID 10. MEAD DATACHABLE FROM SLIDING BAR AND X REACHABLE FROM THE CHAIR WITHOUT ENTERING 4'-0" 5'-4" 41-4" I THE SHOWER AREA. KITCHEN NOTE 5 rel I. PROVIDE 00' HANDICAP TURNING CIRCLE AND NON SLIP FLOORING, 2. STORAGE AREAS MUST BE ACCESSIBLE FROM WHEELCHAIR AND INCLUDE PULLOUT SHELVING, c� %J I 3. CABINETS WITH 5L IDE -OUT DRAWERS AND SHELVES IN LOWER CABINETS 4, 3' WIDE OPENING UNDER THE KITCHEN 51NK FOR WHEELCHAIR ACCESS, FRAME IN EXIST. OPENING � � PIPES SHOULD BE WRAPPED TO PREVENT BURNS AND ARA51ON5. PATCH TO MATCH EXIST, I I __ u 5. MINIMUM OF ONE WORK COUNTER I5 REQUIRED WITH A MINIMUM 3' WIDTH `1 ®� _ AND MAXIMUM 2 -10 IN HEIGHT. WIC `� I 0, INSTALL A FREE STANDING OVEN / RANGE w/ FRONT / SIDE CONTROLS OR AN OVEN AT A LEVEL CONVENIENT HEIGHT FOR THE VETERAN SERVICE RAISE FLOOR ELEVATIONQ I ___ 4'-0" MEMBER WITH A SEPARATE BUILT-IN RANGE COUNTERTOP (SUFFICIENT TO MATCH EXISTING. u/ DIVING AREA "' I SPACE UNDERNEATH RANGE TO ACCOMMODATE WHEELCHAIR AND FRONT WOOD SLEEPERS SIDE CONTROLS. (ENTIRE ROOM) FDTE I 1. DOUBLE DOOR SIDE BY SIDE REFRIGERATOR / FREEZER COMBINATION. ■ 8. ELECTRICAL OUTLETS MUST BE MOUNTED SO THAT THEY ARE ACCES51BL E VETERAN WHILE SEATED IN THE WHEELCHAIR (OUTLETS NEAR SINKS MUST THRESHOLD MAX BE OF GFI TYPJ M45T HEIGHT 1/2" MAX, /� �� AT' I !�I }�,,� -p X l 00" RADIUS \ �i 5MOKE DETECTOR CTO Ul EXISTING Q0 --- -; 2'-10" HANDIGA ' _ ` ���� �l _ _ r+ UAL STANDARD NO. 211 rf� / THREC)HO LR,_� FLOORING; (N ` ROLL UNDER EXISTING NT's — BATH SINK � I 1. DOES NOT IMPEDE WHEELCHAIR MANEUVERABILITY 2. EXIT DOORWAYS IN51DE THE. HOME MUST BE NON-5LIP MATERIAL UNDER BOTH WET AND DRY CONDITIONS RAISED CONCRETE ENTRY 3. CARPET MUST BE LOW PILE AND CLOSELY WOVEN 4, CARPET PADDING MUST BE [DURABLE FIBER TYPE (RUBBER EXI5TING EXI5TING I PADDING 15 NOT AGEPTABL E) 5,-0" 5'-01 Q 66 -HANDICAP RAMP u/ 1-1/2" THICK RAILS INDICATES RAISING CONCRETE ELEVATION TO MATCH EXISTING ELEVATION. FLOCIF� SCALE: 1/4' - I'-0" no= il VEiEfR?1N15 ATHROCOM: I. FLOORING: MIN, 5' TURN RADIUS, 4' CLEAR AREA IN FRONT OF ALL FIXTURES, AND NON-5LIP MATERIAL ON SURFACE. 2, SINK / VANITY: MAX. HT. 34", MIN. KNEE SPACE 21"Dx2"1"H 30"W WITH COVERED DRAIN d SUPPLY LINES 3. WHEELCHAIR ACCESSIBLE MIRROR AND / OR MEDICINE CABINET 4. NO CURB OR RAMP AT SHOWER 5. 3 SHOWER GRAB BARS: 1 ON EACH WALL 0. TOILET: 3' 51DE TRANSFER, 4' CLEARANCE IN FRONT, 2 GRAB BARS: I REAR AND I ON SIDE. 1 SLOPE SHOWER FLOOR SLIGHTLY TO DRAIN. 8. SHOWER DRAIN: 2" DIA, LOCATED IN REAR OF FLOOR 9. SHOWER CONTROLS MUST BE: ACCESSIBLE FROM WHEELCHAIR FOR TEMP, CONTROL, SINGLE LEVER 4 THERM05TATIC OR PRESSURE BALANCED 10, SHOWER HEAD DETACHABLE FROM SLIDING BAR AND REACHABLE FROM THE CHAIR WITHOUT ENTERING THE SHOWER AREA, REMOVE DOOR ---4 REMOVE EXISTING KITCHEN CABINETS AND APPLIANCES KITCHEN REMOVE WINDOWS -3E----[E---_ 51TTIN LIVING RO !a/ I I FOYER / A5 5UILT FLAN SCALE. '/4" - 1'-0" ENTRE' P ` OM REMOVE WALLS AND DOORS L,--------- II / II / II I1 REMOVE WALLS AND DOORS REMOVE ENTIRE BATHROOM 1 LFf41 ,i t :lin 3( Glu JDSR�POZZROU ARNITU 314 MOC DY BOULEVARD FLAG LER E ;ACH, FLORIDA 32136 T: (3 6) 439- 650 F: (386) 439-5651 AR 31.78 ID 4843 wm J011Ulf 1.). POZZUOLI lLL=31_/s WHITLEY BUILDERS, LLC WILLIAM WHITLEY 0130-12552'13 3 MARKET PLACE SUITE D PALM COAST, FL. 321 37 P. 3B6.9B6.2224 w o � w w � O ❑ � z o w o a, O � N a w w w a ❑ w a w J Q w In ❑ z Q w w z m C7 u, ul a r ❑ �r w DATE: DRAWN: 1 1. 1 3.2❑ 1 3 DJS JOB No.: CKECKED: 213224 JDP QI FRENCH DRAIN V - REMOVE DOOR ` ,r (NEW FRENCH DRAIN POOL POOL Ci NEW-___-���` / PATIO THRESHOLD MAX a1 HE IGHT X72' MAX, c{t a' -G ` I0'-2' IL ROLL UNDER ffl KITCHEN SfNK 'HANC� IC -AF TNRpSHOLD� ED) t 51 TINCA PATIO ,' o O ^, 00" RADIUS �, � �NEWBL. 2x12 w/ X72" PL1`WD. / — I BETWEEN HEADER, USE 0516 STRAPS AT EACH END. / STO�rE w/ FRONT _�„ CONTROLS ROLL UNDER -� WORK COUNTER DINING AREA EXISTING 306 a KITCHEN4'-0" <I w LLI U U V w Q zo K1 - w z Z c) X LLI i RAISE FLOOR ELEVATION TO MATCH EXISTING, w/ WOOD SLEEPERS (ENTIRE ROOM) EXISTING ELECT, PANEL REF FRAME IN EXIST. OPENING PATCH TO MATCH EXIST. L IVING AREA THRESHOLD MAX HEIGHT 172" MAX. EXISTING / HANDICA`74 RE TI-I5HOL�ED , ENTRY RAISED CONCRETE ANT Y/ / cf� 5' CONCRETE WALKWAY ALL WALKS, FATIO5, PORCHES, DRIVES 4 GARAGE FLOOR TO BE EXISTING SLOPED FOR POSITIVE DRAINAGE HANDICAP THRESHOLD WILL BE DONE E?iY THRESHOLD MAX RISA GRANT NEIL HT 11211 MAX. AFH O()M NO S: I. FLOORING: MIN. 5' TURNING CIRCLE, 4' CLEAR AREA IN FRONT OF ALL FIXTUR E5, 1 145TER - AND NON-5LIP MATERIAL ON SURFACE. s 2. SINK / VANITY: MAX. HT. 34" MIN, KNEE 5FACE 21" D. x 21" R x 36' W. WITH COVERED DRAIN AND 5UPFL Y LINES z 3. WHEELCHAIR; ACCESSIBLE MIRROR AND / OR MEDICINE CABINET. X 4. NO CURB ON RAMP OR SHOWER 5'-4" 4'-4" w5. (3) SHOWER GRAB BARS: (1) ON TACH WALL Q, TOILET: 3' SIDE TRANSFER, 4' CLEAF?ANCE IN FRONT, IDE�IC / ����� ���(2) GRAB BARS:lU REAR AND (1) ON SIDE. 1. 5LOFE SHOWER FLOOR SLIGHTLY TO DRAIN.I f SGALE: ia.n - I -0 8. SHOWER DRAIN: 2" DIA. LOCATED IN REAR OF FLOOR, 9. 5140WER CONTROLS MUST BE: ACCE5515LE FROM WHEELCHAIR FOR TEMP, CONTROLS, SINGLE LEVER, AND THERMOSTATIC OR PRESSURE BALANCED, Q 1 -- z 10. SHOWER HEAD DETACHABLE FROM 5LIDING BAR AND �; ---� ( REACHABLE FROM THE CHAIR WITHOUT ENTERING j ( __X THE SHOWER AREA. JIC rKITCHEN Nth i 5 Q 4'-0' 1. PROVIDE &0" HANDICAP TURNING CIRCLE AND NON 5LIP FLOORING. 2. STORAGE AREAS MUST BE ACCESSIBLE FROM WHEELCHAIR - -- --=-�! AND INCLUDE PULLOUT SHELVING. 3, CABINETS WITH SLIDE -OUT DRAWERS AND 5'HELVE5 ;IN LOWER CABINETS ■ 4. 3' WIDE OFENING UNDER THE KITCHEN SINK FOR WHEELCHAIR ACCESS. FIFES SHOULD BE WRAPPED TO PREVENT 5URN5 AND ABRASIONS. vi5. MINIMUM OF ONE WORK COUNTER 15 REOUIRED WITH A MINIMUM 3' WIDTH X AND MAXIMUM 2'-10' IN HEIGHT, w a. INSTALL A FREE STANDING OVEN / RANGE w/ FRONT / SIDE CONTROLS \ ATI'°' OR AN OVEN AT A LEVEL CONVENIENT HEIGHT FOR THE VETERAN SERVICE 00' RADIUS �, 2'-10" Q MEMBER WITH A SEPARATE E3UILT-IN RANGE COUNTERTOP (SUFFICIENT 1 �----, SPACE UNDERNEATH RANGE TO AccoMMODATE UJHEELc4AfR AND "FRONT 51DE CONTROLS. / 1. DOUBLE DOOR SIDE BY 51DE REFRIGERATOR / FREEZER COMBINATION. / - - a. ELECTRICAL OUTLETS MUST BE MOUNTED 50 THAT THEY ARE ACCESSIBLE ROLL UNDER VETERAN WHILE SEATED IN THE WHEELCHAIR (OUTLETS NEAR 51NK5 MUST _ BATH SINK BE OF GFI TYfPJ EX15TING -HANDICAP RAMP w/ 1-11/2" THICK RAILS INDICATES RAISING CONCRETE ELEVATION TO MATCH EXISTING ELEVATION, PLAN. SCALE: 174" - I'-0' 5MOKE DETECTOR EXISTING U/L 5TANDARD NO, 211 I. DOES NOT IMPEDE WHEELCHAIR MANEUVERABILITY 2. EXIT DOORWAYS INSIDE THE HOME MUST BE NON -SLIP , MATERIAL UNDER BOTH WET AND DRY CONDITIONS v O j 3. CARFET MUST BE LOW FILE AND CL05EL Y WOVEN 9 4. CARPET PADDING MUST BE DURABLE FIBER TYPE (RUBBER PADDING 15 NOT ACCEPTABLE) VETERAN'S ATHR OMI. I. FLOORING: MIN, 5' TURN RADIUS, 4' CLEAR AREA IN FRONT OF ALL FIXTURES, AND NUN-5LIP MATERIAL ON SURFACE. 2. SINK / VANITY: MAX, HT. 34", MIN. KNEE 5F4CE 21"Dx27"H. 36"W. WITH COVERED DRAIN I SUPPLY LINES 3. WHEELCHAIR ACCESSIBLE MIRROR AND / OR MEDICINE CABINET 4. NO CURB OF RAMP AT SHOWER 5. 3 SHOWER GRAB PARS: I ON EACH WALL 6. TOILET: 3' SIDE TRANSFER, 4' CLEARANCE IN FRONT, 2 GRAB BARS: I REAR AND I ON SIDE, 1. SLOPE 5HOWER FLOOR SLIGHTLY TO DRAIN. a. SHOWER DRAIN: 2" DIA, LOCATED IN FEAR OF FLOOR, 9. SHOWER CONTROLS MUST BE: ACCESSIBLE FROM WHEELCHAIR FOR TEMP. CONTROL, SINGLE LEVER I THERMOSTATIC OR PRESSURE BALANCED 10, SHOWER HEAD DETACHABLE FROM SLIDING BAR AND REACHABLE FROM THE CHAIR WITHOUT ENTERING THE SHOWER AREA, REMOVE WINDOWS PERMIT ft 314 MOC FLAGIIIER F T: (386) 439 - If 178 mom REMOVE ENTIRE BATHROOM ZROU ARCMIlU Y BOULEVARD BCH, FLORIDA 32136 "0 F: (386) 439-5651 ID 4843 +H D. POZZUOLI ic-ll_Ia1-7 s WHITLEY BUILDERS, LLC WILLIAM WHITLEY CUU-12S5213 3 MARKET PLACE SUITE D PALM CCIAST, FL. 32137 P. 386.9S6.2224 I w W C' - ul w a w I7= w En ul w a w I7= �ul JW Q19 UJ un ZQ ❑ _ Z [a Q IY o w w ❑ w Z w m �r r>! DATE: DRAWN: 1 1.13.2013 DJS JoB NO.: CKECKED: 213224 JDP Q U7 w 141-011 / NEW FRENCH DRAIN r PATIO THRESHOLD MAX— a1 HEIGHT 1/2' MAX. \ c{l (L ROLL UNDER maiiiiiiiiiiiiiIIi7701000' - 1 A KITCHEN SINK HAND C F' THRESHOLD/ SITTING PATIO 60" RADIU5 �, `-' NEW DBL. 2x12 w/ I%" PLYWD. ^� r BETWEEN HEADER. USE C616 STRAPS AT EACH END. STOVE w/ FRONT CONTROLS A~ Q" ROLL UNDER WORK COUNTER DINING AREA EXISTING 308 KITCHEN RAISE FLOOR ELEVATION TO MATCH EXISTING, w/ WOOD SLEEPERS (ENTIRE ROOM) EXISTING ELECT. PANEL REF FRAME IN EXIST, OPENING PATCH TO MATCH EXIST, GF LIVING AREA u Ai REVISION I REMOVE WINDOWS ROOM `'-. 5' CONCRETE WALKWAY Q \ut f iT INE EXISTING REMOVE AET EX15TING KITCHEN 5LOFED FOR POSITIVE DRAINAGE z I AND APPLIANCE5 LL.t IL HANDICAP 8 -0d I * I KITCHE THRESHOLD FRENCH WILL BE DONE BY_____ ;BATHROOM DRAIN RISA GRANT HEIGHT 1/2" MAX, I�\ REMOVE \\ AiH00M NOTE5.1 DOOR ry — � { Ai REVISION PIPES SHOULD BE WRAPPED TO PREVENT BURNS AND ABRASIONS. �- 5. MINIMUM OF ONE WORK COUNTER 15 REQUIRED WITH A MINIMUM 3' .WIDTH THRE51-IOLD MAX - AFER x AND MAXIMUM 2'-10° IN HEIGHT, HEIGHT 1/2" MAX. II II w (o, INSTALL A;FREE STANDING OVEN / RANGE w/ FRONT / SIDE CONTROL5 ATH OR AN OVEN AT A LEVEL CONVENIENT HEIGHT FOR THE VETERAN SERVICE 00" RADIU5 - MEMBER WITH A SEPARATE BUILT-IN RANGE COUNTERTOP (SUFFICIENT -10" �' ��� r, SPACE UNDERNEATH RANGE TO ACCOMMODATE WHEELCHAIR AND FRONT HANDICA'' _ �-� S .�, / SIDE CONTROLS, TPRESP LES, 7, DOUBLE DOOR 51DE BY SIDE REFRIGERATOR / FREEZER COMBINATION. ja ;ROLL UNDER /—/ 8. ELECTRICAL OUTLETS MUST BE MOUNTED 50 THAT THEY ARE ACCESSIBLE NTRY / BATH SINK VETERAN WHILE SEATED IN THE WHEELCHAIR (OUTLETS NEAT: SINKS MUST @ Q BE OF GFI TYP.) r TIP, (SED CONCRETE �N / 5MOKE 'DETECTOR EXISTING EX15T'ING U/1 5T'ANI_A1pn I n 91-1 HANDICAP RAMP w/ THICK RAILS `� /..._. INDICATES RAISING CONCRETE ELEVATION /z TO MATCH EXI5TING ELEVATION, L FLOOfR I SCALE: 1/4' - 1'-0" 1�1�001�1NC�: I. DOES NOT IMPEDE WHEELCHAIR MANEUVERABILITY 2. EXIT DOORWAYS INSIDE THE HOME MUST BE NON-5LIP MATERIAL UNDER BOTH WET AND DRY CONDITION6 3. CARPET MUST BE LOUD PILE AND CLOSELY WOVEN 4. CARPET PADDING MUST BE DURABLE FIBER TYPE (RUBBER PADDING 16 NOT ACCEPTABLE) VETE AN15 5ATH OO ; 1, FLOORING: MIN, 5' TURN RADIUS, 4' CLEAR AREA IN FRONT OF ALL FIXTURES, AND NON-51LIP MATERIAL ON SURFACE. 2. SINK / VANITY: MAX. HT. 34", MIN. KNEE SPACE 21"Dx27"H. 3a"W. WITH COVERED DRAIN ,i SUPPLY LINES 3, WHEELCHAIR AGCE$51BLE MIRROR AND / OR MEDICINE CABINET 4. NO CURB OR RAMP AT SHOWER 5. 3 SHOWER GRAD BARS: I ON EACH WALL 6, TOILET: 3' SIDE TRANSFER, 4' CLEARANCE IN FRONT, 2 GRAB BARS: I REAR AND I ON SIDE. 1. SLOPE SHOWER FLOOR SLIGHTLY TO DRAIN, 3. SHOWER DRAIN: 2" DIA. LOCATED IN REAR OF FLOOR 9. SHOWER CONTROLS MUST BE: ACCE5515LE FROM WHEELCHAIR FOR TEMP, CONTROL, SINGLE LEVER 4. THERMOSTATIC OR PRE56URE BALANCED 10. SHOWER DEAD DETACHABLE FROM 5LIDING BAR AND REACHABLE FROM THE CHAIR WITHOUT ENTERING THE SHOWER AREA, DINING AREA LIVING "ROOM r P1 SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE NTRT DROOM REMOVE WALLS ,AND DOORS I _ LL_-_�I L--_� 5ATH �I F- LL IL REMOVE WALLS ;AND DOORS \ �OILD NC . 8ANPORD �cf'/1 fl iM�G`a 77779 � ft �" Y Sl1is F',� Y S Irri° i� are J00"/"O ZROU ARCD W 314 OX BOULEVARD FLAG ER BE CH, FLORIDA 32136 T: (38f4'39-5658 38 439-56 0 F: (386) 439-5651 ARI :178 ID 4843 GAME ROOM `'-. 5' CONCRETE WALKWAY Q ALL WALKS, PATIOS, PORCHES, PH D D, PQGZUQLI _ft DRIVES & GARAGE FLOOR TO BE EX15TING 5LOFED FOR POSITIVE DRAINAGE HANDICAP THRESHOLD WILL BE DONE BY_____ ;BATHROOM THRESHOLD MAX RISA GRANT HEIGHT 1/2" MAX, w AiH00M NOTE5.1 ry I. FLOORING: MIN. 5' TURNING CIRCLE, � { 4' CLEAR AREA IN FRONT OF ALL FIXTURES, M,45TER w AND NON -SLIP MATERIAL ON SURFACE, � � 2. SINK !VANITY: MAX. NT. 34" MIN. iGNt~E SPACE 5EDOom -� w 21" D, x 21" H. x 36" W. WITH COVERED DRAIN a AND SUPPLY LINES w z 3. WHEELCHAIR ACCESSIBLE MIRROR AND / OR U) Z MEDICINE CABINET. d 4. NO CURB ON RAMP OR SHOWER 4'-00 �X , 5. (3) SHOWER GRAB BARS: (1) ON EACH WALL o, TOILET: 3' SIDE TRANSFER, 4' CLEARANCE IN FRONT, E)Et" j` 5UILT `4 Z U U 2) GRAB BARS: (1) REAR AND (1) ON SIDE. 'i. 5LOF'E SHOWER FLOOR SLIGHTLY TO DRAIN, SCALE: Iia" - I'-0" o w 8. SHOWER DRAIN: 2" DIA. LOCATED IN REAR OF FLOOR. 9, SHOWIER CONTROLS MUST BE: ACCESSIBLE FROM '6 Z WHEELCHAIR FOR TEMP. �CONTROL5, SINGLE LEVER, - — - - = w AND THERMOSTATIC OR PRESSURE BAI ANCED. � z 10. SHOWER HEAD DETACHABLE FROM SLIDING BAR AND ul m m 6; vi REACHABLE FROM THE CHAIR WITHOUT ENTERING ( n I II �- x THE 6HOWER AREA. wr I w as � KITCHEN NOTE5 u C ____ I. PROVIDE &0" HANDICAP TURNING- CIRCLE AND NON SLIP FLOORING. m ) R S 2, STORAGE AREAS MUST BE ACCESSIBLE FROM WHEELCHAIR �-- N Iy AND INCLUDE PULLOUT 5HELVING. moi- -- 3, CABINETS WITH SLIDE -OUT DRAWERS, AND SHELVES IN LOWER CABINETS 4, 3' WIDE OPENING UNDER THE KI`fiCHEN 51NK FOR WHEELCHAIR ACCESS. PIPES SHOULD BE WRAPPED TO PREVENT BURNS AND ABRASIONS. �- 5. MINIMUM OF ONE WORK COUNTER 15 REQUIRED WITH A MINIMUM 3' .WIDTH THRE51-IOLD MAX - AFER x AND MAXIMUM 2'-10° IN HEIGHT, HEIGHT 1/2" MAX. II II w (o, INSTALL A;FREE STANDING OVEN / RANGE w/ FRONT / SIDE CONTROL5 ATH OR AN OVEN AT A LEVEL CONVENIENT HEIGHT FOR THE VETERAN SERVICE 00" RADIU5 - MEMBER WITH A SEPARATE BUILT-IN RANGE COUNTERTOP (SUFFICIENT -10" �' ��� r, SPACE UNDERNEATH RANGE TO ACCOMMODATE WHEELCHAIR AND FRONT HANDICA'' _ �-� S .�, / SIDE CONTROLS, TPRESP LES, 7, DOUBLE DOOR 51DE BY SIDE REFRIGERATOR / FREEZER COMBINATION. ja ;ROLL UNDER /—/ 8. ELECTRICAL OUTLETS MUST BE MOUNTED 50 THAT THEY ARE ACCESSIBLE NTRY / BATH SINK VETERAN WHILE SEATED IN THE WHEELCHAIR (OUTLETS NEAT: SINKS MUST @ Q BE OF GFI TYP.) r TIP, (SED CONCRETE �N / 5MOKE 'DETECTOR EXISTING EX15T'ING U/1 5T'ANI_A1pn I n 91-1 HANDICAP RAMP w/ THICK RAILS `� /..._. INDICATES RAISING CONCRETE ELEVATION /z TO MATCH EXI5TING ELEVATION, L FLOOfR I SCALE: 1/4' - 1'-0" 1�1�001�1NC�: I. DOES NOT IMPEDE WHEELCHAIR MANEUVERABILITY 2. EXIT DOORWAYS INSIDE THE HOME MUST BE NON-5LIP MATERIAL UNDER BOTH WET AND DRY CONDITION6 3. CARPET MUST BE LOUD PILE AND CLOSELY WOVEN 4. CARPET PADDING MUST BE DURABLE FIBER TYPE (RUBBER PADDING 16 NOT ACCEPTABLE) VETE AN15 5ATH OO ; 1, FLOORING: MIN, 5' TURN RADIUS, 4' CLEAR AREA IN FRONT OF ALL FIXTURES, AND NON-51LIP MATERIAL ON SURFACE. 2. SINK / VANITY: MAX. HT. 34", MIN. KNEE SPACE 21"Dx27"H. 3a"W. WITH COVERED DRAIN ,i SUPPLY LINES 3, WHEELCHAIR AGCE$51BLE MIRROR AND / OR MEDICINE CABINET 4. NO CURB OR RAMP AT SHOWER 5. 3 SHOWER GRAD BARS: I ON EACH WALL 6, TOILET: 3' SIDE TRANSFER, 4' CLEARANCE IN FRONT, 2 GRAB BARS: I REAR AND I ON SIDE. 1. SLOPE SHOWER FLOOR SLIGHTLY TO DRAIN, 3. SHOWER DRAIN: 2" DIA. LOCATED IN REAR OF FLOOR 9. SHOWER CONTROLS MUST BE: ACCE5515LE FROM WHEELCHAIR FOR TEMP, CONTROL, SINGLE LEVER 4. THERMOSTATIC OR PRE56URE BALANCED 10. SHOWER DEAD DETACHABLE FROM 5LIDING BAR AND REACHABLE FROM THE CHAIR WITHOUT ENTERING THE SHOWER AREA, DINING AREA LIVING "ROOM r P1 SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE NTRT DROOM REMOVE WALLS ,AND DOORS I _ LL_-_�I L--_� 5ATH �I F- LL IL REMOVE WALLS ;AND DOORS \ �OILD NC . 8ANPORD �cf'/1 fl iM�G`a 77779 � ft �" Y Sl1is F',� Y S Irri° i� are J00"/"O ZROU ARCD W 314 OX BOULEVARD FLAG ER BE CH, FLORIDA 32136 T: (38f4'39-5658 38 439-56 0 F: (386) 439-5651 ARI :178 ID 4843 WHITLEY BUILDERS, LLC WILLIAM WHIT,LEY CBC -1255213 3 MARKET PLACE SUITE D PALM COAST, FL. 32137 P. 386.986.2,924 C) z .. a w PH D D, PQGZUQLI _ft w Q "REMOVE ENTIRE ;BATHROOM WHITLEY BUILDERS, LLC WILLIAM WHIT,LEY CBC -1255213 3 MARKET PLACE SUITE D PALM COAST, FL. 32137 P. 386.986.2,924 C) z .. DATE: DRAWN: c 1 1 .13.2013 DJS 1r, JOB NO.:CKECKED: } d, c*, 213224 JDP �� ,t a w w Q w ry w � w -� w w a w L9 L7 U) Z Z d Q T T Z U U d o w w '6 Z w � � ul m m w �- C� N � �-- N Iy DATE: DRAWN: c 1 1 .13.2013 DJS 1r, JOB NO.:CKECKED: } d, c*, 213224 JDP �� ,t 54THfP,00M ELEVATION5. 51PE VIEW S C 51PE VIEW 1 ISVI 71 K IOW AAP AL E XP05E rI rrl I cv 511DE VIEW kJ 1 f I N N1 A t d u �r i• � r i:.w, l 116" k L' assl. _ j o R �Y i joapH PozzlrLl AUHITEU 3 A M U Y BOULEVARD FLAGL R BE. CII, FLORIDA 32136 T: (386) 439-56.0 F: (386) =439-5651 AR 1.. 178 ID 4843 J SEI I D. POZZUOLI I 131'7 P. I �II WHITLEY BUILDERS, LLC WILLIAM WHITLEY 080-1 25521 3 3 MARKET PLACE SUITE D PALM COAST, FL. 32137 P. 3B6.9B6.2224 i zi W � U) 51PE VIEW 1 ISVI 71 K IOW AAP AL E XP05E rI rrl I cv 511DE VIEW kJ 1 f I N N1 A t d u �r i• � r i:.w, l 116" k L' assl. _ j o R �Y i joapH PozzlrLl AUHITEU 3 A M U Y BOULEVARD FLAGL R BE. CII, FLORIDA 32136 T: (386) 439-56.0 F: (386) =439-5651 AR 1.. 178 ID 4843 J SEI I D. POZZUOLI I 131'7 P. I �II WHITLEY BUILDERS, LLC WILLIAM WHITLEY 080-1 25521 3 3 MARKET PLACE SUITE D PALM COAST, FL. 32137 P. 3B6.9B6.2224 W zi W � U) U1 � Q W AIN h Q } 0 o N W zi U) U1 W h Q } W ❑ W A w 0 z Q 0 w �n w n � Ld DATE: DRAWN: 1 1 .1 3.201 3 DJS Jas No.: CKECKED: 213224 JOP