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HomeMy WebLinkAboutBuilding PlansCONSTRUCTION NOTES AND SPECIFICATIONS ABREVIATIONS ABV. ABOVE LAM. LAMINATE THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR MASONRY NOTES: ACOUS. ACOUSTICAL LAV. LAVATORY AC. AIR CONDITIONING LB. LABLE VERIFICATION OF ALL EXISTING CONDITIONS ALL MASONRY BLOCK SHALL CONFORM. TO THE REQUIREMENTS OF ASTM C90 ARCHITECTURAL OR GOVERNING BUILDING CODE REQUIREMENTS. THE ROOF TRUSS DESIGN IS ADJ. ADJUSTABLE tH LEFT WAN 11 FOR LOAD BEARING CONCRETEMASONRY TO BE COMPLETE WITH ALL TEMPORARY AND PERMANENT BRACING, BRIDGING, ATTACHMENTS, AFF ABOVE FINISH FLOOR LTG LIGHTING THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, AND ANCHORAGE FOR FINAL INSTALLATION. AHU AIR HANDLING UNIT L.W. LOCATION ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONR ALUM. ALUMINUM L.W. LIGHT :WEIGHT SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND ALT. ALTERNATE UNITS & A MINIMUM TYPE M THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE ANOD. ANODIZED M.O. MASONRY OPENING NATIONAL BUILDING CODES AND ORDINANCES. WIND LOADS CALCULATED MFTR. MANUFACTURER . " REINFORCING BARS TO COMPLY WITH ASTM A 615, GRADE 60. (WALLS BEAMS) OF THE BUILDING. ALL BEARING WALLS AND BEAMS ARE INDICATED ANN. ANNUNCIATOR MAS. MASONRY PER ASCE 7-10, FOR WIND LOAD OF 170MPH, EXPOSURE D ON THE PLANS. THE FRAMING SCHEME INCLUDING BEARING POINT OF THE TRUSSES CAN AP ACCESS PANEL APPROX. APPROXIMATE MAT. MATERIAL NOT BE CHANGED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OF RECORD MAX. MAXIM I M K THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASON Y ARCH. ARCHITECTURAL) MECH. MECHANICAL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES; HAS BEEN LAVED UP SUCH THAT THE CONCRETE IS INTERLOCKED WITH THE MASONRY: ® AT MTL. METAL, SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS LAYOUT SHOWN, SIGNED g BOARD MIN. MINIMUM SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL- p SEQUENCES OR PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS THE CONTRACTORQ AND SEALED BY FLORIDA REGISTERED ENGINEER, TO THE ARCHITECT OF RECORD FOR BF BOTH FACES MISC. MISCE MINIMUM IN CONNECTION WITH THE WORK; ALL OF WHICH SHALL BE THE SOLE MASONRY CONSTRUCTION ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER REVIEW AND APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE O INDICATE ALL BLDG. BUILDING MTD. MOUNTED FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE POINTS OF LOADING ALONG WITH ASSOCIATED REACTIONS. THE DRAWL GS ARE ALSO TO BLK. BLOCK MUL. MULLION --- RESPONSIBILITY OF THE CONTRACTOR: IN BLKG. BLOCKING CLEARLY INDICATE WORK AND MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UN SS BM: BEAM N.LC. NOT IN CONTRACT WORK AND MATERIALS FROM THE SUBCONTRACTOR. REQUIRED THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL NOTED OTHERWISE. CONTROL JOINTS SHALL BE LOCATED AT NOT MORE THAN 30 FEET ON Q BOT. BOTTOM N.T.S. NOT TO SCALE PARTS OF THE WORK WITH OTHER SUBCONTRACTORS, UTILITY COMPANY CENTERS. ALL VERTICAL CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE. B/0 BOTTOM OF NO. NUMBER FIRESTOPS CAB. CABINET O.C. ON CENTER CONNECTIONS. AND SEPARATE OWNER CONTRACTS EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120 FEET BUT J NOT GREATER THAN 150 FEETID.C. CPT. CARPET O.D.FOUTSIqq`E DIAMETE PROVIDE FIRESTOPS PER CHAPTER 5. FLORIDA BUILDING CODE- RESIDENTIAL 2017 6th ed. CI CAST IRON O.F:C:I. OWNER FU NISHf ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS, THE REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING, THEREFORE 1. PROVIDE FIRESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTMONS AT CEILING AND C- CAULK CONTRACTOR INSTALL VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS CARE MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY WORK AND PROPER C-C CENTER TO CENTER FLOOR LEVELS AND SHALL BE S0 PLACES THAT THE MAXIMUM DIMENSION OF ANY CONCEALED CEM. CEMENT OFF. OFFICE OH. OVERHEAD SHALL BE BROUGHT TO THE ATTENTION Of THE ARCHITECT PRIOR TO PLACEMENT -0F ALL REINFORCEMENT. SPACE IS NOT OVER EIGHT FEET. I CER. CERAMIC OPNG. OPENING PROCEEDING WITH THE WORK. VERTICAL WALL REINFORCING SHALL BE LAP SPLICED AT NOT GREATER THAN 8'-0" O.C. AND 2. PROVIDE FIRESTOPS AROUND THE TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. CT CERAMIC TILE OPP. OPPOSITE SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. HORIZONTAL REINFORCING SHALL BE LAPPED CLG. CEILING DO NOT SCALE DRAWINGS FOR DIMENSIONS * A MINIMUM OF 30 BAR DIAMETERS. 3. PROVIDE FIRESTOPS BETWEEN STAIR STRINGERS AT LEAST ONCE IN! THE MIDDLE OF EACH rL CENTER LINE PL.PLATE RUN, AT THE TOP AND BOTTOM, AND BETWEEN STUDS, ALONG AND IN LINE WITH ADJACENT PLAS. PLASTER CLEANOUTS MUST BE PROVIDED AT ALL LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. RUN OF STAIRS. CLR CLOSET PLYWD. PLYWOOD j PRAM. PLASTIC LAMINATED THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND 4. PROVIDE FIRESTOPS BETWEEN CHIMNEYS, FIREPLACES AND WOOD FRAMING, EXCEPT IN THE CJT. CONTROL JOINT: PR. PAIR H FOUNDATION NOTES CENTERED iN THE WALL. CASE OF APPROVED METAL CHIMNEY INSULATION. CMU CONCRETE MASONRY PRCST. P�ER SQUARE FOOT UNIT P.S.F. POUNDS PER SQUARE INCH TOP Of TYPICAL FLOOR SLAB +0'-0" SHALL BE A MIN. GROUT WALLS IN 8' LIFTS MAX. PROVIDE FILLED CELLS AT ALL GIRDER TRUSS BEARING LOC 110N. 5. PROVIDE FIRESTOP IN ANY LOCATION WHERE A CONCEALED SPACE WOULD PERMIT A SPREAD CONSTRUCTION P.S.I. ( ) CONST. OF 18" ABOVE CROWN OF ROAD COORDINATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS. OF FIRE. RE CON. JT: CONSTRUCTION .JOINT P.T. PRESS YI TREATED MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2014 FOR ENGINEERED 6. CONCEALED ATTIC SPACES SHALL BE AS PER FLORIDA BUILDING CODE: RESIDENTIAL 2017 (6th ed.) COL. COLUMN PNL. PANEL SOILS SHALL BE TREATED FOR TERMITES PRIOR TO MASONRY DESIGN, CHAPTERS 1 3 OF ACI 530/ASCE - fm PSI 1500 FOR MASONRY - 7.COMB. COMBINATION PLACEMENT OF CONCRETE. MATERIALS AND INSTALLATION 3000 FOR MORTAR. GROUTED MASONRY TO BE FULLY INSPECTED BY REGISTERED PROFESSIONAL IN WHEN FIRESTOP ARE OF WOOD THEY SHALL BE OF NOT LESS THAN A NOMINAL TWO INCHES ON. C. CONCRETE RAID. RADIUS IN THICKNESS. CONN. CONNECTION RADN RADIATOR, RADIATION ENGINEER OR HIS DESIGNATED REPRESENTATIVE. TEST EACH TYPE, CLASS AND GRADE OF MUST COMPLY W/ ALL GOVERNING CODES AND REGULATIONS. CONT. CONTINUOUS R. RISER PROVIDE 2 YEARS RE -TREATMENT WARRANTY. MASONRY UNIT IN ACCORDANCE WITH ASTM C 140. MORTAR TESTS: TEST EACH MORTAR TYPE CONTR. CONTRACTOR REINF. REINFORCE IN ACCORDANCE WITH ASTM C_780. TEST CONCRETE MASONRY UNITS AT THE RATE OF 5 NAILING SCHEDULE CTSK. COUNTERSUNK REVS. REVERSED THE E CFL COUNTERFLASHING RH. RIGHT HAND CONCRETE SLABS AS REQUIRED FOR MECHANICAL EQUIPMENT. RANDOMLY FREQUENCYASREQUIRED TO EVA U MASONRY SAMPLES. STSEE EDETAILSF R¶COR ER AND SEE FASTENER SCHEDULE ON SHEET A6.1 FOR NAILING AND FASTENING CRS. COURSE REQD. REQUIRED VERIFY EXACT SIZE AND LOCATIONS W/ CONTRACTOR INTERSECTIONS. SEE DETAILS FOR VERTICAL STEEL AT FOUNDATIONS AND BEAMS REQUIREMENTS ON WINDOW AND DOORFRAMES, ROOF ASSEMBLIES, RM. ROOM PROVIDE LADDER TYPE JOINT REINFORCEMENT EVERY 2ND COURSE WALL ASSEMBLIES (SHEATHING, FURRING, LATH, SILL PLATES), ETC. DP. DAMPROOFING R. 0. ROUGH OPENING R DECOR.. DECORATIVE VERIFY WINDOW AND DOOR ROUGH -OPENINGS W/ WINDOW AND DOOR MANUFACTURER: S:C. SOLID CORE -- DIA. DIAMETER ROOF SHEATHING NOTES: SEALD. SEALANT DIAG. DIAGONAL SEC. SECTION FRAMING:DIM. DIMENSION SERV. SERVICE ALL ROOF SHEATHING TO BE 3/4" THICK CDX PLYWOOD SHEATHING. DIFF. DIFFUSER F DO. DITTO SHT. SHEET CONCRETE NOTES: TOP ELEV. OF BEAMS & PLATES ARE AS NOTED ON PLANS. INSTALL WITH THE LONG DIM. OF PANEL ACROSS SUPPORTS WITH THE PANEL CONTINUOUS OVER DR. DOOR SHTH. SHEATING _ OVER TWO OR MORE SPANS. DBL. DOUBLE SIN. SIMILAR D.F. DOUGLAS FIR S.O. SHUT-OFF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL FRAMING LUMBER FOR HEADERS, BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETC., ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 4000 PSI, SHALL HAVE MIN. Fb=1000 P.S.I. , Fr- 75 P.S.I. & E= 1,400 K. UNLESS NOTED OTHERWISE PROVIDE D:SE EDGE SUPPORT BY MEANS OF TRUSSES, RAFTERS, PANEL CLIPS OR LUMBER BACKING. DDOWN SSLIDING S. DOWN SPOUT S. SOUTH FOR BEAMS AND COLUMNS UNLESS OTHERWISE NOTED. PINE/FIR (NO. 2 OR BETTER) ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY DWG: DRAWING SPEC. SPECIFICATION' PANEL MANUFACTURER D. DRAIN SQ. SQUARE LAMINATED WOOD BEAMS SHALL BE "TIMBERMAX" LAMINATED VENEER S.F. SQUARE FOOT CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM' SLUMP OF 6 INCHES. LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL EA. EAST SST: STAINLESS' STEEL Fb 292S MAN Fv = 285 P.S.I. & E = 2,CTU K PLANTER WATERPROOFING: " EMER. EMERGENCY STD. STANDARD DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM ENG. ENGINEERING STO STEEL APPLY THOROSEAL FOUNDATION COATING WATERPROOFING TO INTERIOR FACE Of STOR. STORAGE STRICTLY TO THE REQUIREMENTS OF THE PLANS. ANY CONSTRUCTION OR PROVIDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS EL. ELEVATION PLANTERS WHERE PLANTER GRADE IS HIGHER THAN FINISH FLOOR OR EXTERIOR GRADE. STIR. STRUCTURAL CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, GIRDER ELQEC. ELQE TRICAL SUS. SUSPENDED E.APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS INSULATION EQUIP. EQUIPMENT SW. SWITCH SHALL BE SECURELY SPIKED TOGETHER. EST. ESTIMATED) SYM. SYMMETRICAL ATTIC INSULATION SHALL BE SRAY ICYNENE MINIMUM R-22 EXH. EXHAUST CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS ALL WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EXP. EXPANSION T. TREAD FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS FLOOR SAFES, PIPE APPLICABLE FLORIDA BUILDING CODE- RESIDENTIAL 2017 (6th ed.) FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL BE EXT. EXTERIOR T.C: TOP OF CURB TEL. TELEPHONE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC. IN ACCORDANCE WITH SECTION R302.10 OF FLORIDA BUILDING CODE, EXIST. EXISTING RESIDENTIAL 2017 (6th ed.) E,J. EXPANSION JOINT TEMP TEMPERED', ALL METAL FRAMING AT CEILING AND WALLS TO BE SECURED TO CONCRETE T&G TONGUE AND GROOVE CONCRETE` PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: AND MASONRY AT 4'-0- MINIMUM. DOOR AND WINDOW NOTES: FACE FINISH T&B TOP &BOTTOM V.J. FACE $ STUD NRY T/0 TOP OF 3" CLR. BOTTOM AND SIDES 2" CLR. TOP N FPA MANUAL F R HOUSE FRAMING ACE Q TO TOP OF CURB FOOTINGS Y WITH RECOMMENDATIO S OF N 0 COMPL ALL GLASS IN FRENCH DOORS, SLIDING GLASS DOORS, SIDE LITES AND SHOWER/TUB NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN F.H. FIREHOSETW TOP OF WALL [� ENCLOSURES SHALL BE TEMPERED. GLASS IN WINDOWS WITHIN 5 FT. OF SHOWERS OR TUBS � N. F�NISH OOF T.O.C. TOP OF CHIMNEY WALLS 2 CLR, OUTSIDE FACE, 1 1/2' CLR INSIDE FACE. SPECIFICATIONS FOR WOOD CONSTRUCTION. SHALL BE TEMPERED. ALL TEMP. GLASS SHALL MEET THE REQ'MTS. OF FLORIDA BUILDING CODE T.O.FR. TOP OF FRAMING RESIDENTIAL 2014 (5th ED) FLR. FLOORF.D. FLOOR DRAIN T.O.L. TOP OF LEDGER SLABS 3/4" CLR, EACH PIECE OF LUMBER SHALL BE GRADE MARKED BY AN AGENCY T.O.P. TOP OF PLATE CERTIFIED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARDS CATEGORY I - 150 LB. IMPACT TEST FL. FLASHING FL. FLUSH TOILETi PAPER HOLDER BEAMS 1-1/2" CLR TO STIRRUPS COMMITTEE. CATEGORY II - 400 LB. IMPACT TEST FLUR. FLUORESCENT' TYP. TYPIC FT. FOOT//FEET L COLUMNS 1 1/2" CLR. TO TIES PRESSURE TREAT ITEMS IN CONTACT WITH ROOFING, FLASHING, VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WOWS. FTG. FOOTING UL UNDERWRITERS LABORATORY WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE SPECIFIED BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. U.O.N. UNLESS OTHERWISE NOTED ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' GA. GAUGE UTIL. UTILITY ASTM' A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL ASSOCIATION FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS 20" IN WIDTH, 24" IN GALV. GALVANIZED (; HEIGHT, 5,7 SQ. FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE GB GRAB BAR VB. VAPRO BARRIER CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD COMPLY WITH AWPA STANDARD M4 FOR TREATED UMBER CUT AND OR GC. GENERAL CONTRACTOR VNR. VENEER PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318, DRILLED AFTER PRESSURE TREATMENT. THE FINISH FLOOR AS REQUIRE BY THE FLORIDA BUILDING CODE- RESIDENTIAL 2017 (6th ed.) GL. GLASS VENT VENTILATION LATEST EDITION". GR. GRADE VERT. VERTICAL PROVIDE 3 - 2 x 4 (MIN.) POST NAILED TOGETHER W/ 16d NAILS 0 4" O.C. FINISH NOTES GYP. GYPSUM BOARD' W.FID. WALL FAB IFING ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER - FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP -SPLICED BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI HWD. HARD -WOOD W.C. WATER CLOSET 36 BAR DIA. OR 1'-6" MINIMUM WHICHEVER IS GREATER (EXCEPT AS FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALLS AND CEILING FINISHES SHALL BE HDW. HARDWARE WH. WATER HEATER NOTED ON DRAWINGS). ALL BARS AT END OF CONT. FTG'S, BEAMS OR IN ACCORDANCE WITH SECTION R302.9 OF 2017 F.B.C. RESIDENTIAL', 2017 (6th ed.) HHHGGT. HEIGHT W/ W// WITH HTfv1. HOLLOW METAL WD. WOOD WITHOUT INTERSECTING ELEMENTS. MIRRORS BE CONTINUED TO FAR SIDE OF NON -BEARING PARTITIONS. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 SQ.IiFT. HOR. HpR�Z��TAL WT. WEIGH ALL INTERIOR NON -BEARING PARTITIONS SHALL BE 3 5 8 MTL. OR 2x4 WD. STUDS H.B. HOSE BIBB WELDED WIRE MESH TO BE 6 x 6 10/10 STEEL. LAP JOINTS " / " BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS PER, STANDARD H.C. HOLLOW CORE SYMBOLS AT 16 O.C. MAX. SPACING WITH 1/2" MINIMUM GYPSUM DRYWALL EACH SIDE H.S. HAND SHQWER 6", PROVIDE DOUBLE LAYER BENEATH ALL BEARING WALLS, EXTEND STANDARD BUILDING CODES. HVAC HEATING/VENTILATION FOR A DISTANCE OF 30". WOOD TRUSS NOTES: USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OTHER WET AREAS. AIR CONDITIONING & AND "FIBER MIX STEALTH MULTI -FILAMENT FIBERS" TS APPROVED FOR SLAB REINFORCING AT EXTERIOR PATIO/PORCH SLABS. TILE, CARPET FINISH SELECTED BY OWNER. INCL INCHUDE ANGLE ROOF TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED INSUL. INSULATION AT VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE. THE SPECIFIED DESIGN LOADS INPARTIAL FOLLOWING: TNT. INTERIOR CL CENTEf LIME ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 170 MPH' WINDLOAD JB. JUNCTION BOX 0 DIAMETER OR ROUND ALL TRUSSES AND ROOF FRAMING TOP & BOTTOM CHORD SHALL BE 2x6 MINIMUM. K. 0. KNOCK OUT # POUND. ORI NUMBER ALL TRUSSES SHALL BE FREE OF MOLD, TERMITE AND ANY OTHERS WOOD EATING ORGANIST . i 1 7 3 4 5 6 7 8 9 10 11 12 13 Z 0 Z �� N _ yWp �n W W 6� m MEAN Q N ANNUAL 0 C 59 12 TEMP 0 om r� a 0` 0 9z Z H NZ p8 _ 0 Nmi� U. 'i SYMBOLS 2 DETAIL NUMBER DETAIL RE RICE A-2 SHEET NUMBER s ELEVATION NUMBER ELEVATION RENCIE ai SHEET NUMBER a SECTION NUMBER SECTION R PER!NCE as SHEET NUMBER ROOM REP ERE ICE F102T1 ROOM NUMBER DOOR REF ERE CE 3 DOOR NUMBER O WINDOW RE rE0 E NC OB WN OW D NUMBER NOTE REF E O REFERENCE NUMBER REVISION RENCE REVISED 00/00/00 DE INFORMATION FLORIDA Bull DIN6 CODE, EDITION 2011 (6th EDITION) FLORIDA UILDC IN6x ODE- RESIpENTIAL 201-1 EDITION. NATIONAL EL CT'K'ICAL CODE - APPLICABLE EDITION AND ALLOT R �`LES, REGULATIONS, AND CODES HAVING JURISDICTION OCCUPANCY ROUP : GROUP R-3; SINGLE FAMILY RESIDENCE CONSTRUCTI TYPE : TYPE V, LOOR BUILDING HEI HT:' LESS THAN 60'-0" MEAN ROOF N IGHT: 30'-5 1/2" BUILDING EXF D5UIRE: 0D It WIND PRESSU SPEED: ASCE CHAPTER 1,110 MPH (3 - SEC, GUST) FOR ENCLOSED BUILDING TOP CHORD IVE LOAD: 20 LB. PSF )OF TOP CHORD DEAD LOAD: 16 LB. PSF BOTTOM CHORD LIVE LOAD: 10 LB. PSF BOTTOM CHORD DEAD LOAD: 10 LB. PSF FLOOR LIVE LOAD FLOOR DEAD TOTAL : 40 LB. PSF LOAD TOTAL: 10 LB. P5F IMPORTANCE USE FACTOR: 12 MIN. SOIL BE A ING PRESSURE: FILLING FOUNDATION BUILDING CAT GORY: 2 SHUTTERS: NOT REQUIRED (IMPACTED CLASS) SHUTTER ONLY REQUIRED AT GLASS BLOCK AREA. IMPACT RESIS ANT ASSEMBLY: YES COMPONENT 4 CLADDING: YES CONTINUE LFADE PATH PROVIDED: YES AR EA TABULATION FIRST I EVEL = 1049 5F. 8,103 CF. 5ECON LEVEL = 1101 5F 20,484 CF. THIRD EVEL = 1964 5F. 18,1% CF. TOTAL UNDER AIR 4120 5F. 41,365 CF. COVERED' ENTRY = 31 5F. BEAG TERRACE = 280 5F. BALC NY = 311 SR GARA(; E. = 841 5F. TOTAL' UNDER ROOF 6249 5F. �2I3 REVIEWD R CODE COWL ANCE ST. LUCIE COUNTY BOCC DRAWING INDEX At.1 COVER HET A5.3 RIGHT ELEVATION A2.1 SITE Pt N DEMOLITION' A5.4 BUILDING SECTIONS & A3.1 PILLING PLA A5;5 DOOR & WINDOW A3.2 SLAB F AN DETAILS & SCHEDULES A4.1 FIRST 00 PLAN A6:1 ROOF PLAN A4.1 SECON FL OR PLAN A6.2 ROOFING PLAN PLUMBI G R SER A7.1 DETAILS SHEET A5.1 FRONT le RI AR ELEVATIONS AEA ELECTRICAL PLAN A5.2 LEFT El EVA' ION AE.2 PANEL SCHEDULES all 14, 15 16 I 0 LL C o L 0 a N L mto N N j mj .m� gon p I�, •N► � N a 10 0, K 0, � N W Z Z N W z° wM 0 Z QLL w= F J u $ w D 60 -0 �) ; z Zf Z 0 g0 ■ Li W S$ 0 .5 Er 16 5� H 3. Y �Y Sheet No: of --sheets c A 2 M L I I 3 4 5 6 7 8 9 10 ELEV 4.72 TRACT B \ \ \ Q ♦ \ \ \ (E) \ �' ♦♦ / ' ® 0 \ O \ ' se PGA �� o` �P • LL. ' i' '♦ O� \� 0 \ • F PG , J C)P "�,36END 4X4 CM �05\ LS # 4971 S6 BENCHMARK . ELEV = 4.72' \ �� \ \ g 0 , \ A-1 SITE PLAN \\ END 8 IRC LB # 4286 \ BENCHMARK ELE = 4.72' LOT 32 OCCUPIED EEE = 7 . 6' GARAGE 6.0' 99 9 Jo— LOT 33 OCCUPIED QD 1/8"=1'-0" 1 2 7 8 9 10 11 1 12 1 13 \ \ \ \ \ \0 14 15 1 16 \ 4 \ \ \ \ LEGAL_ DESCRIPTION ' o N \ \\ \ BEING ALL OF LOT 31, ACCORDING TO THE PLAT OF \ \ WATERSONG P.U.D. PLAT NO. ONE, AS RECORDED IN \ �\ PLAT BOOK 42, PAGE 34, A—D, PUBLIC RECORDS OF \ \ O SAINT LUCIE COUNTY, FLORIDA. \ A \ \ - \ \ \ \ \ \ \ O \ \ \ �_A \O \ \ 0 \`. n \ i \ , LOCATION MAP NOT TO SCALE z z(^ 0 FN V V) �a W Hr! fl 0 N 0 s�.. m a Q W 0 J Rco � U U in J4, � �o S N �t K• O' �w i ,0 y oP OLu W Lu Itz y0 cW �Z J itV) �z .70 z < c 4 b G w !III I— (n =Ei iEJet i I sue F rram�,, o 0 W E O � _ o��m �o 0 aC) w Q cn Drawn by. MOH HVN Project No. Cadd File NO.: Sheet No: (D of --sheets An. 11 1 12 1 13 14 1 15 1 I 2 N I BEARING W4 6 CONCRETE M � L• *1 PILE DOWEL L K H E G i SCHED 3 (3) *5 TOP 0'-0" FINFLOOR SLAB 04im12"EW. *3612"UN.O. (3) *5 BOTTOM 14" AUGERCAST FILING L1 GRADE BEAM 4 N.T.S. AT ELEVATOR PAD *4 912" x6'-O" A 18" O.C. TRANSFER OVER INTEI GRADE BE *4 is 12" EA .WAY 6' CONCRETE S, J *5 TOP "3 3) *5 BOTTOM PILE DOWEL AUGERCAST PILING GRADE BEAM 3 4 "Z" BAR TYPICAL 6 7 8 9 10 AU6ERCA5T PILES: GENERAL- AU6ERGA5T PILES ARE PLACED BY ROTATING A CONTINUOU5 FLIGHT HOLLOW SHAFT AUGER INTO A PREDETERMINED PILE DEPTH. HIGH -STRENGTH MORTAR SHALL BE PUMPED WITH SUFFIGIENT PRE�IIRE AS THE AUGER 15 WITHDRAWN TO FILL THE HOLE PRfVENTIN6 HOLE COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO 5OF7 OR POROUS ZONES OF THE 5URROUNDIN6 SOIL. AHEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE THE IN.ECTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FL16KINS AT ALL TIMES DURING THE RAISINS OF THE AUGER 50 THAT THE HIGH -STRENGTH MORTAR HAS A DISPLACING ACTION REMOVING ANY LOOSE MATERIAL FROM HOLE. THIS METHOD OF PLACEMENT 5HALL BE USED AT ALL TIMES AND NOT BE DEPENDENT ON WITHER THE HOLE 15 SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AU6ER. HIGH -STRENGTH MORTAR: THE MORTAR U5® TO FILL THE HOLES SHALL CONSIST OF A MIXTURE OF PORTLAND CEMENT, FLUIDIFIER, SAND AND WATER 50 PROPORTIONED AND MIXED AS TO PROVIDE A MORTAR CAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT APPRECIABLE WATER 6AIN, YET WHICH MAY BE PLACED WITHOUT DIFFICULTY, AND WHICH WILL LATERALLY PENETRATE AND FILL ANY VOIDS IN THE FOUNDATION MATERIAL. MINERAL FILLER MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL PERGENTA6E OF THE PORTLAND CEMENT AT THE PILING CONTRAGTOR5' OPTION. THE MATERIAL5 5HALL BE 50 PROPORTIONED AS TO PROVIDE A HARDENED MORTAR HAVIN6 AN ULTIMATE C.OMPRE551VE STRENGTH OF 5000 PSI AT 28 DAYS. THE MORTAR MIX SHALL BE TESTED BY MAKING ONE SET OF 2" CUBE5 FOR EACH DAY PURIN6 AU19ERGAST PILES ARE PLACED. A SET OF CUBE5 SHALL CON515T OF 2 CUBES TO 13E TESTED AT-1 DAYS, AND 2 CUBES TO 13E TESTED AT 26 DAYS. TEST CUBE5 SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM 6109, WITH THE EXCEPTION THAT THE MORTAR SHOULD BE RESTRAINED FROM EXPANSION BY A TOP PLATE. GRADE 5E,41„4 SC�4EDULE RE INFORING DETAIL CON OR MASONRY MARK SIZE(WxD) DESCRIPTION NO. 50T TOP MIDLE *3 TIES 11 a COLUMN � I• IL II � ' » MATCHING DOWELS GB-i 24" x 30" (4) *1 (4) *l C2) *5 6" O/C TYP. EXT. WALL G13 4' 6 BAR DIA. MIN p (L 'It W/STD. HOOKS (lJ *6 TOP EACH WAY GRAD I II GB-2 24" x 24" (4) *o (4) *6 (2) *5 8" O/C - LI3 W/ 18" HOOKS r *5 II £ GB-3 IS" x 18" (3) s (3) _ IS" O/C GARAGE 6" STEP GI µ . (l) *6 BOT EACH WAY I l I AT 1 • I : ( W/ 18" HOOKS Q la 1. w G5-4 IS"x24" (3) *5 (3) *5 (2J 8" O/C BEAM STOP SLAB LI •I I � ' PC -I „ „ „ 36 x36 x16 (4r'6 EACH WAY _ — PILE CAP HOOK G4 j a TOP AND BOTTOM. BAR AT EACH END PAD REBAR ;tLt SEE FOOTING SCHEDULE PC-2 48"x48"x20„ (6)5 EACH WAY _ _ PILE CAP NOOK G4 EDGE BARS ALWAYS TOP AND BOTTOM. BAR AT EACH END SIMILAR PC-3 36"xl2"40„ (4)% AT LONG WAY — _ PILE CAP HOOK G4 REMAIN.SPACE OTHERS EQUALLY (I)ProAT. SHORT WAY BAR AT EACH END SIMILAR EQ EQ PG-4 36"x116"x20" (ro)% LONG WAY — — 2 LAYERS TOP G4 SEE D (12)% SHORT WAY AND BOTTOM SIMILAR PG-5 60"x60"x20' TP SIMILAR TOP AND BOTTOM. AND BLAYERS OM G4 ISOLATED PAD/PILE CAP G7 GRADE BEAM SCHEDULES N.T.S. N.T.S. A-4 1 /4"=1 '-0" 4 5 a+ r PILING PLAN 6 11 12 13 14 15 16 (3) % TOP *4 012" x4'-O" 0 12" O.C. 6" CONCRETE SLAB '30 DEGREE HOOK *3 9 12" STIRRUP U]V_O. �I 112" MIN. COVER AUGERCAST PILE - 14" DIA x 25 FEET LONG TYPICAL W/ * 1 x 20' (EXTEND 15" INTO GRADE BEAM.) AND 4-5 BARS W/ *3 HOOPS • 10" O.C. FROM PILE CUT OFF TO 15' FEET BELOW SURFACE. DESIGN CAPACITY - 30 TONS, ALL SHALL BE IN ACCORDANCE WITH A.C.I. 545-S4 L13 N.T.S. G13 N.T.S. 11'4' TOTAL LEW%HTH 5UILDIN9 AN 11 All 7" THICK GONG. 5LA W/ IS BA a 610" O.C. EACH WAY ON 6 MIL VAPOR r BARRIER OVER TERMITE TREATED WELL COMPACTED FILL GB-3 ELEv. -12' OR 10 NAVD GARAGE 9 0 12'-2" GB-3 --- (3) *o BOTTOM V *T PILE DOW 48 14" AUGERGAST PILING iz. GRADE BEAM 2 (2) "4 (FL.PERIMETER) *4 618" x4'-O" s 12" O.0 90 DEGREE HOOK TYP.ENT I RE PERIMETER *4 g 12' EA WAY 6' CONCRETE SLAB (EXCEPT GARAGE) 8" CONCRETE BLOCK WALL (3) * 7 TOP (2) *5 MIDDLE *3 Q 10" UN.O. p 1 11/2" MIN. COVER - _ *1 PILE DOWEL —(3) 01 BOTTOM 14" AUGERCAST 48" 9" g PILING GRADE BEAM 1 i Z 0 N _ Q Lu NN N $�,1 0 �m� IL 0 � D �- �O ma U U In i a c M a M L m m J /y, O V wri IN 8h �� 1P K y OW W �Z 3z ca W W Z H J 0 1itZ O v N UH n YYgrF `J Z 5 all Ec-b n f{ i Aml F W CL7 1�1 a 0 02 L z o U U C PLO V1 N N U � wQ � 3 � y ID OH VN EF]IeNO.: ATE RESS 08-29-20 ET 09-02-20 REV. E 11-23-20 G 0 Sheet No: L UVa (1 A of --sheets 1 2 3 7 8 9 10 11 12 13 14 15 16 N m K C F D c E) 1 2 3 4 FOUNDATION NOTES: I. FLOOR SLAB TO BE 6' THICK POURED CONCRETE 5LAB WITH REINFORGEMENT A5 5HOWN ON PLAN ON 4 MIL VI5QUEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. SOIL TO BE TERMITE TREATED PER LOCAL CODE. 2. CONCRETE SHALL CONFORM TO AGI 50/83 AND SHALL HAVE 4000 P51 COMPRESSIVE STRENGTH IN 28 DAYS. MAXIMUM SLUMP 5', 3. RBNlFORGING STEEL SHALL BE ASTM 615 GRADE 60 AND HAVE THE FOLLOWING MINIMUM CONCRETE COVER FOR GRADE BEAMS: BOTTOM 3 TOP 2' SIDES TO BE 1 1/2' CLEAR COVER FOR SLAB TO BE 5/4" MIN. 4. ALL FOOTIN66 SHALL BEAR ON NATURAL SOIL PREPARED, A5 IN ROTE 5 BELOW. 5. ALL FILL TO BE CLEAN, 6RANIL.AR PREPARED IN ACCORDANCE WITH NOTE A-F. A. STRIP A FOOT OF EXISTING SOIL FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL DELETERIOUS MATERIALS MUST BE COMPLETELY REMOVED. B. FILL SHALL BE GLEAN AND 6RANULAR, FRB FROM DELETERIOUS MATERIAL ARID WELL 6RADED. G. PAD, FOUNDATION TO BE SUPPORTED ON PILINS. 6. 68NERAL CONTRACTOR SHALL 13E RESPONSIBLE FOR VERIFYINS LOCATIONS OF ALL CONCRETE FOOTIN55/PADS, LOAD BEARING WALLS, STEEUCONCRETE41100D COLUMNS, WOOD HEADERS, CONCRETE BEAM5/11E BEAMS AND HEIGHT ELEVATIONS OF EACH WITH TRUSS MANUFACTURER'S DRAWINSS BEFORE THE POURINS OF CONCRETE FOOTING5MAD5 AND SLAB. -U. COORDINATE A/C , MECHANICAL, ELECTRICAL 4 PLUMBINS PUNS FOR REQUIRED OPENINGG IN SLAB. 5. SLEEVE ALL PLUMIBINS PENETRATIONS. q. SEE ATTAOW AUGER GAST PILE SPECIFICATION MATERIALS AJ PORT -AND (EMENT: PORTLAW CEMENT SHALL CONFORM TO FEDERAL SPECIFICATIONS 55-G-Ig2 OR CURRENT ASTM 5TANDARD5, DE516NATION 6I50. BJ MINERAL FILLER: MINERAL FILLER SHALL BE FINELY POWDERED SILIGEOL15 MATERIAL WHICH P05SE55ES THE PROPERTY OF COMBINING THE LIME LIBERATED DURING THE PROCESS OF HYDRATION OF PORTLAND CEMENT. GJ FLUIDIFIER: FLUIDIFIER SHALL BE A COMPOUND P ING GHARAGTERI5TIG5 WHICH WILL INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING, A5515T IN THE DISPERSAL. OF CEMENT 6RAIN5, AND NEUTRALIZE THE 5HRINKA,6E OF THE H16H--STRENGTH CEMENT MORTAR (INTERAIP AS MANUFACTURED BY THE 6ROUT SUPPLY COMPANY, BRECKSVILLE, OHIO MEETS THESE SPEGIFIGATIONS). OTHER GOMMEROALLY AVAILABLE ADMIXE5 SHALL SHOW PRIOR TEST RESULTS BEFORE APPROVAL. DJ WATER: WATER SHALL BE FRESH, GLEAN, AND FREE FROM INJURIOUS AMOUNTS OF 5EWA6E, OIL, ACID ALKALI, 5ALT5 OR OR&ANIG MATTER. E) FINE A66RE&ATE: SAND SHALL MEET THE REQUIREMENTS OF CURRENT ASTM STANDARD5, DE516NATION G33. THE SAND SHALL CON515T OF HARD DENSE, DURABLE, UNCOATED ROCK PARTICLES AND FREE FROM INJURIOUS AMOUNTS OF SILT, LOAM, LUMPS, SOFT OR FLAKY PARTICLES SHALE, ALKALI, OR6ANIG MATTER, MICA, AND OTHER DELETERIOU5 51155TANCES. IF WASHED, THE WA5HIN6 METHOD SHALL BE SUCH A5 WILL NOT REMOVE DESIRABLE FINE5, AND THE 5AND SHALL SUBSEQUENTLY BE PERMITTED TO VAIN UNTIL THE RE51DUAL-FREE M015TURE 15 REASONABLE UNIFORM AND STABLE. THE SAND SHALL BE WELL -GRADED FROM FINE TO COARSE, WITH FINENESS MODULUS BETWEEN 1.40 AND 3.40. THE FINENE55 MODULUS 15 DEFINED AS THE TOTAL DIVIDED BY 100 OF THE CUMULATIVE PERGENTA6E5 RETAINED ON U.S. STANDARD SIEVE NO5. 16, 30, 50 AND 100. G A-1 FIRST FLOOR SLAB PLAN 1 2 3 4 5 6 7 8 9 10 12 MIXIN6 AND PUMPING OF HI6H-5TRE%TH CEMENT MORTAR: ONLY APPROVED PUMPING, CONTINUOUS MIXING AND A6ITATIN6 EQUIPMENT SHALL BE USED IN THE PREPARATION AND HANDLING OF THE MORTAR. ALL OIL OR OTHER RUST INHIBITORS SHALL BE REMOVED FROM MIXING DRUMS AND MORTAR PUMPS. IF READY MIX MORTAR 15 USED, AN A&ITATIN5 5TORA6E TANK OF SUFFICIENT 51ZE SHALL BE USED BETWEEN THE READY -MIX TRUCK AND THE MORTAR PUMP TO INSURE A HIOM06ENE0U5 MIX AND CONTINUITY IN THE PUMPIN6 OPERATIONS. ALL MATERIALS SHALL BE SUCH AS TO PRODUCE A HOM06EPE015 MORTAR OF THE DESIRED GON515TENGY. IF THERE 15 A LAPSE IN THE OPERATION, THE MORTAR SHALL BE RECIRCULATED THROUGH THE PUMP. THE MORTAR PUNS SHALL BE A POSITIVE DISPLACEMENT P15TON TYPE PUMP CAPABLE OF DEVELOPING 015PLAGINS PRESSURES AT THE PUMP UP TO 350 PSI. THE MINIMUM VOLUME OF MORTAR PLACED IN THE HOLE SHALL AT LEAST EQUAL THE VOLUME OF THE AU6URED HOLE. LOCATION OF PILES: WHEN IN CLUSTERS OF TWO OR MORE, PILES SHALL BE INSTALLED WITHIN 3 INCHES OF DE516N LOCATION. 51N6LE PILES SHALL BE INSTALLED WITHIN 1 -1/2 INCHES OF DE516N LOCATION. VARIATION FROM PLUMB SHALL NOT EXCEED 1/2 INGH IN TWO FEET. ADJACENT PILES SHALL NOT BE PLACED UNTIL TIE MORTAR IN THE PILES HAS REACHED ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER CONNECTION BETWEEN ADJACENT PILES WHILE THE MORTAR 15 IN A FLUID STATE. AN AS -BUILT SURVEY OF PILE LOCATIONS SHALL BE PERFORMED BY A FLORIDA REGISTERED LAND SURVEYOR PILES SHALL 13E LOCATED ON THE RECORD DRA04IN65 HORIZONTALLY AND VERTICALLY FROM THE COLUMN GENTERLINE5. SUBMIT THE RECORD DRAWIN65 TO THE ARCHITECT FOR APPROVAL. OBSTRUCTIONS: SHOULD ANY OB5TFWTION (INGUIDIN6 BUT NOT LIMITED TO BOULDERS AND TIMI5ER5) BE ENCOUNTERED WHICH SHALL PREVENT PLACING THE PILE TO THE DEPTH REQUIRED, OR SHALL CAUSE THE PILE TO DRIFT FROM THE REQUIRED LOGATION, THE PILE SHALL BE COMPLETED IN ACCORDANCE WITH PARA6RAPH I, AND THIS SHORT PILE ADDED TO THE UNIT LEN6TH5 FOR PAYMENT. IF REQUIRED BY THE ENGINEER AN ADDITIONAL ADJACENT PILE SHALL BE PLACED AND PAID FOR IN ACCORDANCE WITH THE BID BASIS FOR ADDITIONAL FOOTA6E. REFUSAL SHALL BE DEFINED AS THE DEPTH WHERE THE PENETRATION OF THE 5TANDARD A06URIN6 EQUIPMENT 15 ONE FOOT PER MINUTE OR LESS. COLUMN SCHEDULE c1 O REINFORCED MASONRY O 8"xl6" POURE3D Oi'ONG. COL. w/ 1-05 m VERT. COL. w/4-% d GONT. FILL w/ 4000 PSI COMO. WI 03 HOOP *1 12" p.C. c2 �12x12 ■ REINFORCED MASONRY COL. w/ 2- 6 4, VERT. FILL w/ 4000 PSI GONG cv 2 11 8 xl2POURED Ga`TNG. COL. w/4-% � C:rC T. C3 ■ 12"x12" POURED CONC. COL. w/ 6-"5 0 VERT. W/ 03 HOOP a 12" O.G. c4 ■ w/ +3 TIES ® e" O.C. 311/2 "x31/2 11x1/4" TS. COL. FILL w/ 4000 PSI GONG. c� ® 6"x rw UJOODI POST WI 14" 45 m RE IBAF� THRU THE POST EACH WAY WITH WOOD WRAP 13 1 14 1 15 1 16 PILE CAPACITY% THE DE516N 15 BASED ON A MAXIMUM WORKING CAPACITY OF 25 TONS PER PILE IN COMPRESSION AND 10 TONS PILE IN TENSION. PILE DIAMETER SHALL BE 14 INCHES. PILE TOPS: WHERE THE PILE CUTOFF 15 NEAR THE SURFACE OR ABOVE THE BOTTOM OF THE EXCAVATION, METAL 5LEt'VE-5 OR GASINS OF THE PROPER DIAMETER AND AT LEAST IS INCHES IN LENGTH SHALL BE PLACED AROUND THE PILE TOPS. (SPECIAL CONDITIONS MAY REQUIRE METAL SLEEVES OF ADDITIONAL LENGTH). AU6URING EQUIPMENT: THE HOLE THROUGH WHICH THE H16H-STRENGTH MORTAR 15 PUMPED DURINS THE PLACEMENT OF THE PILE SHALL BE LOCATED AT THE BOTTOM OF THE AiUSER HEAD BELOW THE BAR CONTAINING THE CUTTING TEETH. THE Ad6ER FLI6HTING SHALL BE CONTINUOUS FROM THE AUGER HEAD TO THE TOP OF AUGER WITH NO 6AP5 OR OTHER 5REAK5. THE PITCH OF THE AUGER FLI6HTIN6 SHALL NOT EXCEED q INCHES. AN16ER5 OVER 40 FEET IN LEN6TH SHALL CONTAIN A MIDDLE 61JIDE. AU6ERGA5T PILING LEADS SHOULD 13E PREVENTED FROM ROTATING BY A STA:BILIZIN19 ARM � I PILE REINFORGEMENT: ALL PILES SHALL BE REINFORCED WITH 5x5 VERTICAL REINFOR.CI% BARS WITH #5 TIES 0 10' 6/0 EXTENDING 15'-O' BELOW PILE GUT OFF ELEVATION AND 1#1 VERTICAL REINFORCING BAR AT CENTER OF PILE EXTENDINNS FULL LENGTH. PROVIDE CENTERING DEVICES FOR REINFORGIk6 6A6E AT 10'-0' G/G MAX. SPACIN6. L. E WAVE OR STILL ELEVATION TIE BEAM HOLLOW CONCRETE MASONRY LNITS AFE U43ROUTED VERTICAL FOUNDATION MEMBER BREAKAWAY WALL CONSTRUCTED OF UNREINFORLED,NOLLOIIICONCRETE MASONRY UNITS (UNITS NOT TO EXCEED 8" IN THiCMESS). GRADE BEAM OR FLOOR STRUCTURE VERTICAL FOUNDATION MEMBER HOLLOW CONCRETE MASONRY LNITS ARE L NGROUTED BREAKAWAY WALL CONSTRUCTED OF UNREINFORCED,HOLLOW CONCRETE MASONRY UNITS NNITS NOT TO EXCEED 8" IN THICKNESS). ON GRADE SEE PLAN g E 14 BREAKAWAY WALL � m SCALE: NTS. FRANGIBLE WALLS LI FOUNDATION NOkEb: 1, FLOOR SLAB TO BE 6' THICK POURED CONCRETE SLAB WITH REINFORCEMiENT A5 SHOWN ON PLAN ON 4 MIL VISa)EEN VAPOR BARRIER ON WELL TAMPED SAND FILL. SOIL TO BE TERMITE TREATED PER LOCAL CODE. 2. CONCRETE SHALL CONFORM TO AGI 318/83 AND SHALL HAVE 4000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. MAXIMUM SLUMP 5, 5. REINFORCING STEEL SHALL BE ASTM 615 SRADE 60 AND HAVE THE FOLLOWING MINIMUM CONORETE COVER FOR GRADE BEAMS: BOTTOM 3", TOP 2' 51DE5 TO BE 1 1/2' GLEAR. COVER FOR SLAB TO BE 3/4' MIN. 4 ALL FOOTINGS SHALL BEAR ON NATURAL SOIL PREPARED, A6 IN NOTE 5 BELOW. i E' 5. ALL FILL TO 13E CLEAN, 6RAR LAR PREPARED IN ACCORDANCE WITH NOTE A-F. A. STRIP A FOOT OF EXISTING 5C 111- FIVE (5) PE7 PAST EXTERIOR BUILDING LINES, ALL DELETERIOUS MATERIALS K5 BE;GOMPLETELY REMOVED. B. COMPACT BOTTOM OF EXCAVATION WITH MEDIUM DUTY VIBRATORY ROLLER r E G. FILL SHALL BE GLEAN AND 61�ANJLAR FREE FROM DELETERIOUS MATERIAL AND WELL 6RADED. 6. 6ENERAL CONTRACTOR SHALL BE'RESPONSIBLE FOR VERIFYINS LOCATIONS OF ALL CONCRETE FOOTINGS/PAD5, LOAD BEARINS WALLS, 5TEEL/CONCRETEMOOD COLUMNS, WOOD HEADERS, CONCRETE BEAMS/TIE BEAMS AND HEIGHT ELEVATIONS OF EACH WITH TRUSS MANUFACTURER'S DRAWIN65 BEFORE THE POURING OF CONCRRIE FOOTINGS/PADS AND SLAB. -I. COORDINATE A/G , MECHANICAL, E-ECTRIGAL 4 PLUMBING PLANS FOR REQUIRED OPENINGS IN SLAB. 6. SLEEVE ALL PLUMBIN6 PENETRATIONS. q. SEE ATTACHED AUGER CAST PILE SPECIFICATION Z• 0 Z FN N 0 — N n �hmtj :636 0 o n. 0 f 6 6x N LL 0 Nm U, LJ?rm 11 a c '^ a m m N ■mom M O i S N j a h U E V LU LU Z �w ry � ` ~ z .0 J rLU w ,M V pm� Q LL J �u I� °0 0 V) Z za p 0 M o .,! � n H �O Q cl— m all Ect 5>f F o- ! Cl Eli U O►►��11 U W-�.cj ,. e O (— Q 05 J Sheet No: Q63%o� of --sheets t_ A 9 1 10 1 11 I 12 15 16 1 2 3 4 5 6 7 to, E 10 11 12 13 14 I'I I 15 16 N M K i I) (_; �3 WALL TYPES ® ONE LAYER 1 :1 BOTH 1 1 L STUDS 1 0. O.C. _— e • 2 x 4 STUDSCI • D.C.BEARING ONE LAYER 1 BOARD 1 :1 1 1 : 1• • 1 @ • O.C. BATT. INSULATION.ONE HOUR1 EDITION 1 1' WALL SIZE) STUCCO7/81 1 : . CDX PLYWOOD SHEATHING 1 it.�iiiilitiiiRiij?►'.�iii4 EXTERIOR •' 'INTERIOR OF e 1 GYP. :1 @ INSIDEOF ��00♦O'ON-�•7 r♦pc�sp♦S� e 1L ' • 1F 1/2" GYPSUM BOARD 1 N 1-5/8 METAL •INTERIOR : 1 ON • 1• 1 TE ��♦JJ��♦w�♦..e♦awe♦��!♦J. BLOCK. 1•E FILL • 1 5/ 8' STUCCO ON 8' CONCRETE BLOCK. • :1'•1 PARTITIONS 1 TYPE INDICATED ON PLAN ARE UNDERSTOOD TO NOTE FILLED CELL COLUMN MAX. 32" SPACING 10'-0" 36_I011 R1_AO '! AI_211 O O YAi_20 T z - Fie e ■ ■ ■ ■IIE r ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - --- �h-� �l I I 1 91-811 8" b II •�Lil II II II 81 JO • 1 1 �� JI I till j ■ir] I I I I I 1 1110111111 1 1114■ V R ■ iiwi.i I NON-HA5ITA5LE 5PACE ; NON-HABITABLE5PACE GARAGE a ALL WALL PARALLELL 42'GUARD RAIL----,, TO SHORE LINES SHALL eE FRANGIBLE WALLS SHAFT ENCLOSURES SHALL HAVE 1 HR FIRE RATING ■ I� NOTE bl (2 LAYER 5/8" TYPE 'X' GYPSUM BOARD STAGGED) Q e ;COVERED PATIO , OP OF TW FLOOEXTEND CEIF Li WrHE TOP LY TO a 5ELOOWW j ■ REFTHE UNDERSIDE OF THE FLOOR OR ROOF SLAB a C ■HIM — — — vERFY W! MANIFAGTU 1 I I!1" 4'-812"' / OR ACTUAL OPENMG 20'-0° ELEVATOR Ec2UIFMENTS T-0" AFF. ON SHELF ■ ■ <4 Net, A _ ■ n 4T ry,.0 ■ ■ ■ ■ — ■ ■ ■ ■ ■ ■ ■ ■ r bl_811 " 81.2 21_ 1 41 1'_0�� 4° 4'-4" b' III_ .I 41 18' 0" 81, ca IeV ------------------ 3 1 '-- � 0 � sroR. j ro NON-NABItABLE �.; I 1=0YER I I I I e ■ NON-HABITA5LE i ENVY e ■ ' 1 FIR 280 io ------1 9' 4" CLG Ida r D �r -- i I II O 1.1 (2 R= 4 j �Y _ j I ``/ L m 5 I -- ---------- ---' j I L — J -1 " 11 P. 1 .51 2 86" I I - -- ---- ------------ ---- ■fil --------------- - -, He - —�- - 65'-8° NI mF FIRST LEVEL L 13 PLU1vfi43ING RISER DIAGRAM , MISC . NOTES; N E I. ALL GLASS IN DOORS 4 A L LIDING GLASS DOOR TO BE TEMPERED. 2. ALL GLASS SHOWER 4 TUB N L05URES SHALL BE TEMPERED 3. GLASS OR MIRRORS IMME IA ELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHAL SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF TU O SHOWER 4. ALL BATHROOM FLOORS 4 B ES SHALL BE IMPREVIOUS MATERIALS 5. ALL FIX GLASS SHALL BE 4" HICK (UN.O.) 6. DOORS BETWEEN GARAGE 4 USE MUST BE SOLID CORE 13/4" THICK WITH 2x4 SOLID RA55ETEC J415, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SE LF LOSERS. 1. DUCT PENETRATION. DUCT IN HE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS S P TING THE DWELLINGS FROM THE GARAGE SHALL BE CONSTRUCTED d MIINIM NO, 26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPRO D ATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 8, EXHAUST AND DRYER VEN Mi ST VENT TO OUTSIDE PER FRC. 2010: S. WEATHERING AND TERMITE A PER FLORIDA BUILDING CODE 2010 10, CEILING ABOVE GARAGE O I 3E SEPERATED BY NOT LESS THAN 5/8" TYPE "X" GYP. BD. 11, WALLS AND CEILINGS FINIS AME SPREAD INDEX AND SMOKE DEVELOP£ INDEX IN ACCODANCE, WITH SECI ION302.9 OF FLORIDA RESIDENTIAL CODE 2010 EDITION. 12, GYPSUM BOARD MATERIA1 S 1 ALL CONFORM WITH F.B.C_ R-1023 13. CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.B.C. R-102A 14. WEATHERING AND TERMITEIAS =A . 15. FLAME SPREAD AND SM EVELOPED INDEX FOR THE INSULATION AS REQUIRED IN SECTION R302.9 FLORID A F ESIDENTIAL CODE. WINDOW NOTE EGRESS WINDOWS SHALL FRO IDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGN 5., SQr-T. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE T AN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MEC 4ANISM MORE THAN 54" ABOVE THE FINISH FLOOR AS REQUIRE VERIFY ALL MASONRY :4 U $orj FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE COI ST CTION-NOTIFY ANNAM CORP. IF CONFLICT EXISTS. Al GEN AL NOTES FiLP I. z • _0 ." p N N `7c $6 �1 0 1 in -- - d 0 0 D c4° O Nm U IJ 1 p y°W-� boqy 1 h N W d m8 atop N EM N mW a J 0 K . • '6 p � e o � P O h �V �w w z 0 n =z w �` �° J r� W M v K LL_ J LA W D m �0 WQ Z O 0 °0 �> H 50 F1iF V / z � i5g � G aaz EEcy i i I �T� o z v O U E � ; ` I U) p S � �, ICs ca p O C.J tw ,g Sheet No: (rV�f o of sheet,F C A 3 m 4 5 6 1 8 ( 9 10 1 7 13 14 15 16 ii N Mr e r II_ml� KY s s Y I� F ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH OR E2 x0 4 STUDS @016" O.C. AT BEARING WALL . IQ I i O ONE LAYER OF 5/8" TYPE 'Y GYPSUM BOARD ON F ; BOTH SIDE OF 3 5/8" OR 6" METAL STUD @ 16" O.C. W/ R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. EDITION 2017 (SEE PLAN FOR WALL SIZE) c I 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF ' 2x 6 STUDS ® 16" O.C. W/ R-11 BATT INSULATION. NOTE: NO GYP. BD ® INSIDE OF CHIMNEY I ONE LAYER OF 1/2" GYPSUM BOARD ON 1-5/8 METAL o FRAMING @ 16 O.C. W/ R-11 INSULATION ON INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" CONCRETE BLOCK, W/ CORE FILL R-9 1NSULTION C r, 5/8' STUCCO ON 8' CONCRETE BLOCK. T i fq GYP. BOARD PAR TI ONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "Wt" O i MISC. NOTES, I. ALL GLASS IIN 1OORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED. S l 2. ,ALL GLASSSHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED HB e i 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUE3 OR _ � �' SHOWER ENCLOSURE SHALL BE SAFETY GLATED WHERE LESS THAN 60" ABOVE FLOOR OF TUB OR SHOWER � J1 C*0 RAILSPNERE TYR f 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS 5. ALL FIX GL2,55, SHALL BE 1/4" THICIG (UN.O.) 6. DOORS 501JEM.N1 GARAGE 4 HOUSE MUST BE SOLID CORE 15/4" THICK o WITH 2x4 SOLD RABBETED JAMB, OR A C-LA5EL METAL DOOR AND JAMB. DOO S TO HAVE SELF CLOSERS. i. DUCT PENE kA ION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE dO tRUCTED OF AMIINIM NO. 26 GAUGE (0.48 mm) SHEET STEEL OR TH R APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE G E � O - � UJINDOW NOTE - EGRESS WINE BH0i 1 PROVIDE A CLEAR OPENING NOT LESS THAN NOTE 201, IN WIDTH 24" IN H ikC HT, 51 SG2.FT, IN AREA W/ THE BOTTOM OF FILLED CELL COLUMN MAX.'32" SPACING THE OPENIN N T MOINa THAN 44" ABOVE THE: FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" A50VE THE _._ __ _ _ _ .__.. ®.. FINISH FLOOF A10 UIRED D G -1 SECOND LEVEL VERIFY ALL A NRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOW B FORE CONSTRUCTION -NOTIFY ANNAM CORP. IF s 1 /4 —1 —0 CONFLICT E 187S. 91-0" 6214" 4'41 22'-1 1/2'I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■milill I 42'WAND RAIL TO 268m A EGRESS 26am a i REJECT A 4" SPHERE TYR ■ ■ ■ I ' EGRESS I I Eil ; o i COVERED" BALCONY I I 1 Y/ i ; I ■ S,� 1 e i HB 0 ■ 14'-2 1/2" T-1 1/R" 13`-9" 6'-0" 12'-2" LAUNDRY CHUTE - I6-5" SIZE, LOCATION VERIFY W/ OWNER ------------- -- -------------------- -- I 42" HAND RAIL TO REJECT A 4" SPNE 3 TYR /, -1 CIO — — — —', 0000 ao 0 ©u 0 — - i O ■ I �I D > KITCHEN T �i 2'I ■ 1 i / K/ I_ II 10 8 CLCx I 31 ' / I_pll I OI Y d < 131 411. " II 2-20M i DIN RM I I LAUND Y = �_ ■ I `" IREP BED RM 4 I I I � --- -- - - ---- � � Iml_ml GLG. 0 EGRESS ^ ._ � M IC ;ICE I I (12), 28W L 1 I I I I I I I ------------------- I--_-_----_ ----------------- -___-_-_--_-_-_ � I I I _- I m N 0 2aam I I -°° COVERED N IBALCONY I ` ■ _ _ ________________ _____�_________ __ ___ _—_ / ATH 4 ■ Lit 42" LOWER WALL"' 22'-0" 1 2'-2P 4 6 I 4-0" IL, ry/ 131_4l1 I I AND RAIL TO 4JEC ELJLi 3- '8 45 " I/— I ■ i i I I i I i - SPHERE TYP. I NOTE b- -- — A p4j I �----------- -------------------J ---- ---- —------- ------ ----------------------- -� - -------- ----- --- ■ ■ - ■ ■ ■ ■ ■ ■ i i■ ! ! i !! ! I I I-- I I I e ANU POWDER I I L--- e I I I I I I I I I j I■ I U1IE II111 ql_ 3,_pg f V 4'-21�YF 1 _ l 2 T 2 b' I v NB I 2MO ------------ --- _—_________________ ■ ■ SEE, _ ■ ■ ■ _ ■I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ O c0 O OC (2J C O5'-lIR" -0' F-0" $'-0" 2 4" Ib'-0" 22'•911 T-Ill/2" /_51_pil 5'-0" 11'-8" M. BEDRM 9'-4G_ CLG W/ 30" TRAY a0 19'•b' e ' WIG. 9 2450 LAUNDRY Cl-UTE li SIZE, VERI OCATIGN ■ V OWNER 0 BATH 2. - e BEDRM2 ■ - g'-4" cLG BED RM 3 k WIC. - 5 I 1 -3 12I-3 " n -0 I 4'-811 An T 13'-011 (2) NVO W/ T" Zn SI, ryb19 v (2WO 2880 a IQ 0m _ 911 ■ �= t, iI II l 2-200N II I I1I I I I II II I I m- IF 3 III 4— - �II ■ I3■■ w ■■■■ ONB =en , 611 NRLF 494TH FY Bd2" HAND RAIL tYP KT 6 41" NAND RAIL TO 3810 REJECT HERE TYR - 13' 0" IIbVF1,I ffpI I 4'-2" - M. BATH 26am UJIC. t ,— 9''4" GLG. v r n r LOFT.. 7- ii'i Op (2) co -- :n 9'-4" CLCx I I ( I I 42 NAND IL TO 9 4 CLG. REJECT A n C v ■ � � � ( I ( I SPHERE x ■ O O 0 " 5 91 G 3'-4 I/2 I - /1 " 32I -11II I t II — - ? s D — THIRD LEVEL FILLED C� L COLUMN MAX- 32" SPACING 14 GENERAL NOTES 1 /4 1 2 3 4 5 6 1 8 9 10 11 12 I I 13 14 15 16 Z • 0 Z m � n 9 r'3 w N �V) Q W N m a 0 9z w x lt< O j no No �) U. Idn '- n F m S O 11 i d N � a a J � P 4a, 11 in kl O P W �j m Z �I V Z W M fl1 w � V Z Q LL w, W J eu I ul D 0 0 0 V) za Z O � 0 U r� 0 roa T C) o C) _w W p (� N c; _ C) O 3 DATE GO PROGRESS 1 08-29-20 Sheet No: L111'V o LS cf ---sheets IV K J Rm G I D C i A M E NEOPRENE CLOSURE- SEALANT— BATTEN WATERPROOF 3 HIP/RIDGE COVER PASTNER CLOSURE STANDING SEAM ALUMN- ROOFING PLYWOOD SEE 'S' DWGS HIP / RIDGE COVER ELEVATION MATERIAL6 KEYNOTE SYMBOL DESCRIPTION 0 ALUMINIUM ROOF O EXTERIOR WALLS W/ SMOOTH STUCCO O3 12" SQUARE COLUMNS Q RAISED STUCCO BAND 4 SURROUND 0 DECORATE SILL 4 HEADER ALUMINUM LOUVER �1 DECORATIVE SHUTTER OS DECORATIVE CCNC. SIDING LOOK O �e STUCCO ON SE1 �y RIB METAL LA' OVER THE BOTTOM ( W/ 2" STAPLES (MIN. 11/4" El TRUSS AT EVERY RIB ® 4 (SEE FRC. 2001 U (TYPICAL FOR I REAR ELEVATION 2 3 4 5 6 7 8 9 STUCCO 26 GA.ALUMN. COUNTER FLASHING DETAIL SHOWN FOR WOO D FRAME CONSTRUCTION - FOR BLOCK STANDING SEAM ALUMN.. ROOFING ALUMN. "L" FLASHING 14Z 26 GA. GALV: ME AL VALLEY FLASHf NEOPRENE SPACER Itl ROOF CLIP FASTNER AT I " OJ.�: z Z STANDING SEAM STANDING SEAM ALUMN.. ROOF °' NG N ALUMN- ROOFING 4; i 3/4" CDX PLYWOOD SHEATHING L-4 VALLEY DETAIL L-7 FLASHING DETAIL N.T.S. N.T.S. DP OF TIE BM. * +34' - V' .CO BAND 3rd FLOOR 'EL CLG. LINE 10 111 12 ATTACH RAILNG FLANGE TO HOUSE W/(2) 5/16"x1 I/2"TAPC NS 2"x2" ALUM.TOP_ � BOTTOM 4 VERTICAL RAILS (VERY. 0 48" O/¢ MAX) 13 FASTEN VEI�T.R�IL5 TO CONC. SLAB ALU . SHOES FROM RAIL MFR W/(4) 5/16"x 1-1/2"TAPCONS L-10 RAIL ATTACHMENT N.T.S. NOTE: VERIFY W/ OWNER FOR RAILING STYLE n TOP OF TIE BM. , —'ve +34'-8" = (42 b6 NAVC v an TOP OF 3rd FLOOR ® +25'-4" - (33.33 N 2nd LEVEL CLG. Li +23'-4" _ (3133 N NA AVCO — NE e N TOP O. ENTRY TIE BM. to +12'-0" _ C20.0 NAVD d FLOOR n 2nd FODR PLAN (19.33 NAVD) T-V v TOP OF GROUND o +0'-O" = (8.0 r` 12 1 r A-10 FRONT ELEVATION 1/4 "=1 '-0" 10 7 7 12 14 1 A5.1 i •i — I��'II�►®71 � M m ,pm Hmm m I 15 1 16 1'-61. PROFILE v m Z Z m ~ v— N� ON Q w �` oe 0,.� 0 < OW Opp_ r d 0 N0 fj- sx 0 Nm a" t 4 U ma STUCCO SIDDING LOOK LOWEST BOTTOM OF STRUCTURE MEMBER +9-4" = (1133 NAVO) I 0 U E*a M:P W ui O I +m N 3 Sheet No: r of --sheets 3 13 14 1 15 1 16 1 2 ELEVATION MATERIAL5 KEYNOTE gr1BOL DESCRIPTION �I iO ALUMINIUM ROOF O EXTERIOR WALLS UY SMOOTH STUCCO 3> 12" SQUARE COLUMNS RAISED STUCCO BAND t SURROUND DECORATE SILL d HEADER �b ALUMINIUM LOUVER M O DECORATIVE SHUTTER ® DECORATIVE CONC. SIDM LOOK 0 3 I 4 OIQ TOP OF TIE BM. ou TOP OF 3rd FLOOR m +25'-4" ou 2nd LEVEL CLGx LINE a +23'-4— 0 I ou 2nd FOOR PLAN v +11'-4" 1ST LEVEL CLG LINE m +9'-4" = (11,4 NAVD) v TOP OF GROUND Q +0'-0" 5 6 7 8 9 10 11 12 z • 0 z Fm - '1Q wo 0 9A x �0 D Nm =4 u u LL M a 'n 0 N p� 1 N p M O d mLn I/ V h P W Lu z �w ®I z J w Z 0 n w m a� J wu� �u x VI w z Q� mY z 0 0d O F m 0 m H a© o s�� Q S� LLJ 'E 8i € •e c 7F 0 e,� z f. �1 J x CD U 45 C Sheet No ..;;- u'xrassa' s ewe ec 5 6 7 77 A of --sheets J_ 1 1 J J 7 I 10 12 13 14 15 16 m K J G E Cl RIGHT SOUTTH ELEVATION 1/4 It= 1 '-0" 1 2 3 4 TOP OF TIE BM, n 34'-a" = (42b6' NAVD) TOP OF 3rd FLOOR +25'-4" _ (3333' NAVD 2nd LEVEL GLG. LINE 9 +23'-4" _ (3133 NAVD 2nd FOOR PLAN Jk ® +I1'-4" _ (1933' NAVD let LEVEL GLG. LINE +S-4" = (1133' NAVO) )P OF GROUND FLOOR I +0'-0" (a.00 NAVO) i Z 0 0 V �M WN 0 S0 m ��p 0 N �� � m CL U U 30 a on n a} ( a N a � n I 0 in go i ry ® a P f\ L I � U LU LU Z V Z " W D° V QLL '.,'.. J u I D a W wZ O 80 �U "d �I b z ' CD o� Q G 1$ �I W EE co F 0 w w o h Uz E CD w H cn CD -- in O Qz � ,¢ 3 � � V <L N Drawn by. MOH HVN Project No. I/'1 V Cadd File NO.: DATE B Sheet No: Q�So� a of --sheets 5 6 7 8 9`7 17 1 1 12 1 3 14 A" 5 J G E D 9 10 1 1 1) 14 > 0 FAI z • m 0 t0 �, p Mf ;" g 0 0 =Z� R N NZ < �0 5m IL U U � M ♦a—v.A.F�.a Li a G M a _ 10 L m n m N W mj N " F In0 tSi i&c� ,• e '� � P 'V 10 h O P ®w W �®® r_Zqq Z v z � W n (1 W M ,J Q LL ®A Z K Y, W rV 7 00 Z 0; Of 0 °o M H ap n a a C) ` C U § =E� F o — 0 2 O 69:..T J O c� zaCD VI ® r'l 4 N Sheet No C n { --1 CROSS SECTION 1 �/43 =11 _ 0„ 1 2 3 4 5 6 7 8 9 10 - 11 12 FILE CSC 13 14 15 16 of — -sheets N m I J I A F A C B 1 2 3 4 5 6 7 8 9 10 11 WILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT EXT. BtUCCO OPENNING SCHEDULE SWING DOORS, OVERHEAD DOORS, FIXED GLASS, WINDOWS AND SKYLIGHTS CONCRETE BLOCK PRODUCTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD BUILDING DESIGN EXPIRED DATE SOLID GROUT TYPE, SIZE, SPACING, EMBEDMENT PRESSURE APPROVAL NO. In"DI EXPANSION BOLTS AT 16" O.G. 6" EMS. EVALUATION AGENCY PRODUCT DESIGN PRESSURE i 1 ILI WINDOWS (CASEMENT) PERMA SHIELD (IMPACTED) ANDERSEN CORP (2) 3/16 x2— 3/4 TAPCONS INTO EACH CLIP ALL WINDOW SIZES SAME ATTACHMENT WORST CASE SCERENO CALCULATED SEE STRUCT. PLANS +70.0 / —70.0 N/A FL-12496.2 TREATED/ 2x6 NAILER MIAMI / DADE WINDOWS (FIXED GLASS) VINYL CLAD (SPECIALTY IMPACT) ANDERSEN CORP 3/16"x2— 3/4" TAPCONS1 1/4" MIN. EMBEDMENT SEE STRUCT. PLANS +70.0 / —80.0 N/A FL— 15905.7 DOHOI-02 MIAMI / DADE FRENCH DOOR (ALUMINIUM) A —SERIES (IMPACT) ANDERSEN CORP #10 WOOD SCREWS IN 2x BUCK 1— 1/2" MIN. EMBEDMENT SEE STRUCT. PLANS +65.0 / —70.0 N/A FL-16523.02 MIAMI / DADE L-10 G N.T.S. SLIDDING GLASS DOOR SERIES 8100 (IMPACT) WINDOOR 1/4"x2— 3/4" TAPCONS #12 HEAD MIAMI / DADE FRENCH FRONT DOOR SERIES 450 (IMPACT) CC] WINDOWS 1 /4"x2— 3/4" TAPCONS #12 HEAD MIAMI / DADE GARAGE DOOR HURRICANE (MASTER IMPACT) DAB 5/16"x1-5/8" LAG SCREWS EA. BRACKET MIAMI / DADE PRODUCTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD TYPE, SIZE, SPACING, EMBEDMENT EVALUATION AGENCY ENGLERT ALUM. STANDING SEAM. MODEL 2000 — LOC 1"S.S. MIAMI / DADE ROOFING UNDERLAYMENT OVEN CORNING WEATHERLOCK METAL _ THE UNDERLAYMENT SHALL BE INSTALLED WITH MINIMUM 2 SIDE LAP AND MINIMUM 4" END LAP. MIAMI / DADE STUCCO NA. NA. STUCCO ON METAL LATH MIAMI / DADE T SEE STRUCT. PLANS 11/03/2021 +65.0 / —70.0 1 15-0715.05 SEE STRUCT. PLANS 11/09/2021 +90.0 / —90.0 16-0329.04 SEE STRUCT. PLANS 02/20/2020 +56.0 / —64.0 15-0304.02 BUILDING DESIGN EXPIRED DATE PRESSURE APPROVAL NO. PRODUCT DESIGN PRESSURE +/— 128.4 08/23/2021 TAS112 FL-127512 NA. 08/23/2021 FL-9777.7 +/— 49 NA. NA. MK SIZE/ MODEL LOCATION COUNT MANUFACTURE GLASS DESIGN PRESSURE ATTACHMENT I� 2W FRENCH CABANA O ANDERSEN SEE PRODUCT APPROVAL ATTACHMENT 1 (1/4" TAPCONS AND SHOP DRAWINGS BY CS)El PR 3080 FRENCH FLEX AREA O ANDERSEN 346" IMPACT MANNING BUILDING SUPPLY Lu FR 3080 FRENCH ENTRY DR l) I� ANDERSEN 3/16" IMPACT ATTACHMENT 1 (1/4" TAPGONS) Q Z O ® 16010 SLDG G5 DR OCEAN RM O ANDERSEN 3/I6" IMPACT (2)2880 FRENCH BED ROOM 3 (D ANDERSEN 3/Ab" IMPACT ATTACHMENT 2 (I/1" EXP. BOLTS) �x © IOW SLDG GS DR MASTER BED RM ANDERSEN v-O"xv-O" OH. GARAGE ® DAB +50b / -552 ATTACHMENT 3 (1/4" TAFCONS) MK; SIZE/ MODEL LOCATION DIM COUNT MANUFACTURE GLASS DESIGN PRESSURE O G15 FOYER 4FLEX AREA (4050) ® ANDERSEN IMPACT SEE PRODUCT APPROVAL IMPACT AND SHOP DRAWWS BY MANNING BUILDING SUPPLY B CI5 CABANA, BEDROOM 4, MASTER BED t (2050) © O CXI5 WITH 24 INCHES TRANSOM ABVOVE OCEAN RM LALNDY DIN RM (2850) W/ (5420 TR5M) © IMPACT IMPACT O CX25 WITH 24 INCHES TRANSOM ABVOVE STAIRWAY, (5050) W/ (5020 TRSM) O IJl Z IMPACT IMPACT E CXI5 POWDER ROOM (2850) O O 5-4"X 1'-4" FIXED BED RM 4 O O CNI45 WITH 24 INCHES TRANSOM ABVOVE KITCHEN (1844) (18101RSM) I� 0 DO O Q IMPACT IMPACT O CI5 WITH 24 INCHES ?RANSOM ABVOVE BED RM 4 2P050) (480 TiL�,M) ? 4'-O"X 6'-0" FIXED MASTER BATHRM O IMPACT IMPACT U 4'-0"X 6'-0" FIXED MASTER BATHRM ZO A `TEMP. GLASS NOTES: i. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OPEPBIING PRIOR TO CONSTRUCTION.A 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS. 3. PRODUCT APPROVAL INFORMATION ( INCLUDING ATTACHMENT)15 SUPPLY BY THE MANUFACTURE "AM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. IMPACT IMPACT IMPACT K CXWI5 STAIRWAY (3050) O L CX25 BEDRM 2 (5050) O m CX35 BEDRM 2 (5060) 1 - 4 EXTERIOR OPENING SCHEDULE 1/4 99= 1 '-0" 1 2 3 4 5 6 7 8 ATTACHMENT ATTACHMENT 3 (1/4" TAPCONS) CONCRETE MASC STUCCO FINISH - CONT. SEALANT- ANDERSEN CASEMENT WINDC 12 DOOR RECE56 DOOR STOP DOOR_ SEE SCHEDULE DOOR TRACK BY DOOR MFR. 13 RING 'SUM BOARD BACKED SOD BUCK BEAD 'SUM BOARD iALANT SPACE 14 15 16 ATTACHMENT 1 EXTERIOR DOOR ATTAG14MENT 3 WINDOWS 2x4 PT. BUCK ATTATCHED WITH 2x4 PT. BUCK ATTATCHED WITH 1/4" x 3-1/4" LONG TAPCON TO CONC. 1/4" x 3-1/4" LONG TAPGON TO CONC. ATTACHED DOORS WITH 2" 12 BREW ATTACHED DOORS WITH 2" *12 BREW DIRECT TO BUCK AT 6" FROM CORNER DIRECT TO BUCK AT 6" FROM COMER AND AT 12" AT INSIDE. AND PER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. MANUFACTURES SPECIFICATION. ATTACHMENT 2 GARAGE DOOR ATTACHMENT 4 SLIDING DOOR 2x(b PT. TO CONCRETE WALL WITH Ixb PT. BUCK ATTATCHED WITH 1/2" DIA. EXPANSION BOLTS 1/4" x 3-1/4" LONG TAPCON TO CONC. 6 16" O.C. 6" EMBEDMENT ATTACHED DOORS WITH 2" 12 SREW SEE GARAGE DOOR DETAIL M-14 DIRECT TO BUCK AT 6" FROM CORNER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. L-14 OPENING ATTACHMENT N.T.S. NOTES; BACK CAULK ALL THE WOOD BUCK-% (TYP) ALL EXTERIOR DOORS AND WINDOWS WITH CONTINUOUS BEAD VALKUI.IP SEALANT. CONT MARBLE 8 IN GROUT I CONT. SEAL 5/8" GYPSMI ON Ix P.T. R-42 FOIL INSULATIOP ANDERSEN BASEMENT WINDOW /4" SHIM SPACE :ONT. SEALANT Px P.T.WOOD BUCK " RAISED STUCCO BAND REINFORCED WITH iALVMETAL LATH ;ONCRETE SILL CAP G-10 CASEMENT WDW. HEAD G-14 CASEMENT WDW. SILL N.T.S. N.T.S. AT CONCRETE WALL In" GYPSUM BOARD O 5 CONT. BEALAId 1/4" SHIM SPACE MARBLE STOOL CORNER BEAD IN GROUT BED —_. DONTBEALANT ANDBACKER 5/a- GYPSUM BOARD 2N P.TWOOD BUCK CCNT. SEALANT COIN'. SEALANT 2°xP.TN0O0 1/4" SHIM SPACE .A. • A BLOCKING L . ANDERSEN CASEMENT WINDOW 1/I" GYPSUM �; POURED CONCRETE BILL BOARD ON 1"xPT . FURRKIG COW. SEALANT d STUCCO FINISH R42 FOIL BACKS INSULATION CONCRETE MASONRY UNIT STUCCO FINISH D-10 FRENCH DOOR JAMB N.T.S. IN-SURYa DOOR SIMILAR DOOR - SEE SCHEDULE MIBH- 0EE SCI rpuLE� �AHa D SEALANT A xoPE VS" P�R COMPRESSIBLE FILLER CONCRETE BLAB DTH02-m2 A-10 FRENCH DOOR SILL N.T.S. 9 10 11 1 12 D-14 FIXED WDW. SILL N.T.S. HEAD, JAMB SIMMILAR A-14 FRENCH N.T.S. 13 14 15 2OD BUCK BEAD RV BOARD i1LANT SPACE DOOR HE) 16 Z• 0 Z N n � LU H, N 0 ov �0 D Nma U U M , K 0 N L � m ID� h i m mWm O O � M O u 10a W m O Q� W •�' Z H Z N t° J W � n HZ�i a� F J wu r S w �D °o Z Z n O � .'0 °o H � J W =NO�: Sheet No: of --sheets 1 2 1 3 V 3 U211 IRR GULAR POURED CONC, 1 COL. w/6-06 0 CONT. . w/ 03 HOOP a 12" O.G. 'i .i•I•t N as yTY •M Y - 86 \ P .". -- o I. I 20 5 REBAR CON1 M cEs-�E3 t2" TOPPING (BY G.C.) SECONDARY POUR (BY G.C.) .� •+ #4 BAR CAST IN BEAM AT 6" U.S. 4'-0" O.C., P3 BAR CONT. AND #4 x 1 -6" LG BAR ..1 : - 3 1 2"f 1/4- GROUTED IN CORE, ONE PER PLANK.(8Y G.C.) + ® 8" MASONRY WALL BEYOND W/REINF. (BY G.C.) i SEGTION _ SCALE. 3J4" = 1 -0" K r4%LAP OPPING .C.) SECONDARY POUR (BY G.C.)BAR CAST IN TOPPIN0"AC., AND6" U.S. #3BAR(BY G.C.)IES NRY WALL (BY G.C.) 2 SECTION SCALE: 3/4' = 1'-0" 14 BAR CANT. fY TOPPING -.-_-_. 32"T0'PTIN (BY G.C.) (B1 D G-4 a 1 , I kD LEVEL HW�_CORE FRAMING ��.� 'fl . 8" U.S. " , 11 6" U.S. e 1/4 =1 —0 G` 3 1 2"33/4".BRG.. ' LAP VARIES • - CAST W/ BEAM W11 04 `j'-8" ING. BEAM�, BAR CONT. IN 4" SECTION WJREINF�(BY G t �. #5 BAR CAST IN BEAM AT I T OF AM. TO OF 5 1 a -o" 0 C., 4 BAR CONT. - ELEV. Im 2 EL. Im'-6 AND #4-x 1 6" LG BAR GE3-2 CS'.10 • GROUTED IN CORE, ONE ,■. ■ PER PLANK. (BY GO.) CB ' ' ....:` ■ ■ ■ '.' s SECTION g-5 cs ■ SCALE: 3/4" 1'-0' •Y —00 GROUTING BUTT JOINTS (BY G.C.) ■ ■ t2" TOPPING t2" TOPPING (BY G.C.) I (BY G.C.) a • ; ALL BELOW LAP VARIESLOPE TOPING 2" TO 4" a' ~ . c' U.S.04 . :S �3 1/2"t 3/4" BRG. ......: .� ES" 8' �- STEP. GOWN BEAM 4" 4 I 5 I 6 7 1 8, 1 9 1 10 1 11 1 12 1 1 14 LAUNDRY CHUTE TOP of 8 AM EL. I0'-2" SIZE, LOCATION `✓ DEL. Im'-b" TOP OF'BEAI VERIFY W/ OIINE - 21'-m° 2 ,BY G.C.) .... - CB-i 8" HOLOU CORES SYSTEM WITH 2" T PPING o 4 SEGT I ON .r R RECESS SCALE: 3/4" = V-0" ' J 3 .. " r✓ BY 8 all 2" 5 REBAR O NT. TOP OF FLOOR fl ELEV. II'4" CS-1 3'r all 8„ 01 t2" TOPPINGSECONDI'-4" 2'-11/2" 4'-1" OPc`N U (BY G.C.) g' m° n 3 -c.. `T (BY G.C.ARY POUR ° .. S HAIRPIN 12"O.C. s 5 Ga.6 CB-1 CANT. CS -I GROUTING BUTT JOINTS (BY G.C.) t2" TOPPING j ±1 GYPCRETE (BY G.C.) ., (BY G.C.) 00 ' 0 S. U.S. 8" U.S. LAP VARIES '.1 - LAP VARIES ? 8" MASONRY WALL W/REINF. (G.C.) 1 i 5EGTION0" I� 1 I GROUTING BUTT JOINTS I; I. (BY G.C.) f2" TOPPING ip (BY G.C.) a t1 y B" U.S. 8" U.S.41BRG f 3"# 1/2" BRG. „#4 HOOKED BAR CAST IN #4 BAR HORIZONTAL IN 8" MASONRYEAM O 4'-0" O.CW/REINF. (BND ORE,ONE PER PLANK. BY G.G.) 1 tj j 8 SEGTION t _ SCALE: 3/4" - 1'-0" I LINTEL SAF LOADS TABLE (CAST-CRETE) MAW LENGTH OF LINTEL GRAVITY UPLIFT LATERAL LINTEL TYPE A 3'-4" 2231 1569 - 1025 8U8 B 4'-0" 1966 1363 765 8U8 C 4'-6" 1599 1207 592 8U8 D 5'-4" 1217 1016 411 81_18 E 5'-10" 1062 909 340 8U8 F 7'-611 743 727 424 8U8 G 9'-4" 554 591 326 8U8 H 10'-6" 475 530 284 81_18 N . TOPoaDECK BEAM CH EDU LE � EL. Im -Im SLOPING ('Q TOIL'-8" 1 __ O ��___�� CB- CONCRETE TIE BEAM WE = WOOD BEAM SLOPE BB = CONCRETE MASONRY BOND BEAM STL = STEEL BEAM _ LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM 4" MARK SIZE TOP STL B TTOM STL. MIDDLE STL REMARKS ICI C-I 8"x12" 2-#5 -#5 - ( ■ ; 1A 8 x 12" 2- # 5 - # 5 #3 HOOPS 0 6" O.C. ---- / CB-2 8" x 16" 2- #5 # 6 #3 HOOPS 0 12" O.C. III BAR CAST IN BEAM AT : ■ ■ ■ '` ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ _...___..___ 3 12"� 3/4" BRG. :::i::' v 4'-0" O.C..3 BAR CONT. ! ; a'. U.S. O _ C -3 8" x 18" 2- # 6 - # 6 2- # 6. #3 HOOPS 08" O.C. _ 4 8 0 C5 I6 SQ 8 - „ PER GROUTED LANK. (BY IN CORE, C )NE a 8 MASONRY WALL _.._... ELl ,:�.. TOP OF BEAM C5-4 12°. x 18" 3- # 7 3 # 7 #3 HOOPS 0 12" O.C. W/ARCH AND #4 x 1 -s" LG BAR CB lA EL.Im 2 W/REINF. (BY G.C.) Z 9'-8„ 5 OWERGESS 14 CB-5 12" x 24" 3- # 9 I 2 LAYERS #4 HOOPS 0 8" O.C. ......: BY GC_ 00 OPEN CB-b 16" x 28" 4- # 7 4 # 7 2- # 7 #3 HOOPS 0 8" O.C. #4 BAR CAST IN TOPPING .� 4 -0" O.C., AND ° 6" U.S. BAR CONTINUOUS. By G.C.) _ LAP VARIES 8" MASONRY WALL W/REINF. (G.C.) NOTE: HOLkOW CORE SYSTEM SEE A f ~fi. LL CONCRETE . ry z. DRAWINGS AND —DETAILS A 6 SECTION P SECOND LEVEL HOLLOW SCALE: 3/4" = 1:.-0" ,..e.......,_. _...._.,..._..._....�.--._. __._,_._.-_ 1/4"=1'-01' AND LOWER ROOF XT ENRTY 1 2 3 4 5 h I 5 13'-611 4'41' NOTES VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION. ALL STEPS FROM MAIN FLOOR TO BALCONY WILL BE ADJUSTED ON FIELD BY BUILDER TO ACCOMODATE THE DRAIN SLOPE AND FILED CONDITION. CE3-4 16 x 24 - # 7 4 # 7 2- # 7 #3 HOOPS 0 8 O.C. F-C-E-11 16" x 16" 3- # 6 3. # 6 3- # 6 - -- #3 HOOPS 0 8" O.C. C5-8 8" x 28" 2- # 5 1 2 6LAYERS 2 # 5 #3 HOOPS 0 6"O.C. WA./ARCH EL. 12'-0" 70P OF 8� I'-0" C `9 8" x 24" 2- # 5 2 # 5 2- # 5 #3 HOOPS 0 12" O.C. GB-Im 8" x 12" 2- #6 2- # 6 #3 HOOPS 0 3" O.C.TO 2'-0- FROM EACH END CB-11 8" x 20" 3- # 6 3, # 6 43 HOOPS 0 6" O.C. CANTILICER BM C -12 8" x 24" 2- # 7 111111 2 LAYERS #3 HOOPS 0 6" O.C. 13 12" x 16" 3- # 5 3-- # 5 #3 HOOPS 0 8" O.C. L -1 8" x 8" 1-- # 5 PRE -CAST LINTEL L ALL LINTELS TO BE BY CAST CRETE AND GVF POURED SOLID W/ BLOCK AND B=AM ABOVE 12 13 14 15 1 6 / t� CD � Q W y IJ L 01 N 0 sW $7i m D- 0 �p N� w" 0 I- p N x �0 D Nmy4 u as M a o a. IS N q O ®/ 110 T v1 i IN B N � P E N N I �U O V) ~ CW W mc /Z_15 N V V z " �Lll Z 0 t( v Z w M Q -I � = J w � U I w 0 Z I Zi 7 0 o:E °1 H F< LLi CD lip Z sa O � ff G QAli O EEgS c 8i" is C o II 0 W fi �� Z Q,I , U �i O W E OPLO z 'CA N O m- N � Q Drawn by. MOH HV1`j Project No. Pedal File NO.: — C Sheet No: A of -- sheets 1 2 3 4 0 USP TRUSS ANCHORAGE SCHEDULE r OR EQUIVALENT HARDWARE PRODUCT I A STRAP DESCRIPTION NUMBER OF i Cal. NAILS UPLIFT UPS REMAW-4 LATERAL Fi LATERAL F2 A USP HTA20 (6) 10d 980# (DOUBLE STRAP) 590 660 B. USP HTA20 (9) 10d 1480# (DOUBLE STRAP) (ONE PLY) 590 660 C USP HTA20 (10) 10d 1500# (DOUBLE STRAP) 590 660 _ D USP HTA20 (1). (10) 10d 1650# (DOUBLE STRAP) (ONE PLY) 590 660 M E USP HTA20 (2) (10) 10d 3230# 1180 1320 EACH STRAP F USP RT16 (8) 10d E.E. 1030# 645 650 G USP RT24T OR RT24TF (5) 16d E.E. 900 # ADD 2-16d TOENAILS FROM 500 500 - TRUSS TO WOOD BEARING H USP RT24T OR RT24TF (8) 16d E.E. 1255# ADD 2-16d TOENAILS FROM 500 500 TRUSS TO WOOD BEARING I USP HTT22 (32) 10d 5370# (1) 5/8"x 12 E.B. _ J USP USC OREUSC (8) 10d E.E. 11150# (4) 3.4" x 6"e.b. AT. BEAM - K USP HTR16 (2). (6) 10d 1760#. 1 STRAP EA. SIDE OF TRUSS 1180 1320 L USP LUGTC2 (20) 10d 1350# (10) 10d TO TRUSSES, (8)10d TO 575 575 TO STUDS & (2) 10d TO PLATES M USP MUGT15 (20) 10d. 1350# (10) 10d TO TRUSSES, (8)10d TO 3965 3965 TO STUDS & (2) 10d TO PLATES HARDWARE SHALL SE MANUFACTURED BY USP LUMBER CONNECTORS Ca'IPANY AND INSTALLED N ACCORDANCE WITH MANUFACTURER'S SPECFICATIONS (RE: 2005 UPS CATALOG) F`RF6 MAY BE USED F STRAP SIZE, GAUGE AND UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED. Notes: I. Where more than one strap is used, multiply the uplift capacity by the number of straps. Example: w of straps 21D Mark 2x1240Ibs = 24W Ibs uplift capacity 2. The uplift for each trues/girder Is less than or equal to the uplift capacity for the specified anchor. 3. All truss to concrete connections to be MARK A, unless otherwise noted. (This means that any unmarked trusses have an uplift range from 1 to SOO Ibs). 4. All truss to wood connections to be MARK I, unless otherwise noted. (This means that any unmarked trusses have an uplift range from I to 1415 Ibs). 5. Alternative truss anchors w/ equal uplift d lateral load capacity maybe Substituted w/ engineer's approval. G--ABLE END 11C1J88 lIF APPLICABLE), SEE ROOF PLAN PROVIDE IM' SPACING AT PANEL EDGES APA 40/20 314" EXPOSUW 1, C-D r PRE-ENG. « 0 TF'a e,5E-A PLYWOOD SHEATHING � � I • 24" O/G � ., I£ RnOF PLAY) G D c I,! ALL PLYWOOD�SEPI•Ibqg$: �' -���METWEEIN IST (3) TRIBSNAIL Q SEMI w/ 10d • 4"�`� �� LATERAL BRACING IF EACH SIDE OF SEAM�� .. ®WALL REQUIRED (SEE TYR. SECTION) �.NAILING SCINEDULE (BLOQCRYG DIAF'HR,Y.d1) I EDGE NAILING 10d • 4" OZ. INTERMEDIATE NAILING 10d • 4" OG. 3 60WDRY NAILING 10d • 4" O.O. 4 CORNER NAILING 10d • 4. OF. BOND BEAM OR TIE BEM1 (SEE TYP. WALL SECTION) 4F= e;,HWo"T1-41NCow ."mr717 T%4or L7ETP"IL 1 I 41 HIP END 4' GABLE END DIRECTION I D. TRUSSES OR FRAM'G. 24" O.G. DIAPHRAGM SOUNDRY I=L YUJ00D FLOOR/ ROOF 6,4NEAR f VA. AOsM SCHEDULE PANEL FRAM'G. MIN. N I S ACI COMMON a DIAPH ®OTHER 1: GRADE TRUSS PANEL REMARKS SPCCz. THICKNESS BOUNDRI S PANEL S NAIL SIZE ROOF APA RATED V-0" 3/4" 4" a ZONE 1,2 4" a ZONE I 10d. S.B. BLocRKED DIAPHRAGm 4" is ZONE 3 4" ®ZONE 243 i EXP. I4ING MAX. MIN. R.SHANK uNo. ON PLAN APA RATED 4G GLUE AND SCREWED UN.O. ON PLAN 1 2 4 5 6 7 LATERAL 5RACE Me 11 BRAG I NO NOTES: 10 PERMANENT 21 X 4• DIA60NAL BRACING IN THE PLANE OF THE NEAREST H 5 MEMBER CONNECTION WITH (2) - 16d NAILS IN EACH HEB IN AT LEAST (3) TF465E5 AT APPROX. 46 DE6REE ANGLE. (I2EF: Hl"I, Fig. 67, 3b I ". PERMANENT BRACING IN THE PLANE OF THE STRUCTi1RAL BOTTOM CHORD OF THE TRI155. CONNECT WITH (2) - Ib d NAILS IN EACH TRiJrf (ROOF ONLY). _RACING TO 50TTOM CHORD W/ 2-16d NAILS 70 THE TOP OF EACH TRUSS L-5 PERMANET BRACING N.T.S. IN THE PLANE OF THE WEBS THIS STATEMENT I ROOF MEM5ER IS OF THE ANCHORS TO CERTIFY THAT THE MAXIMUM UPLIFT FOR ANY ESS THAN OR EQUAL TO UPLIFT CAPACITY ECIFIED (SEE TRUSS ANCHOR SCHEDULE) LATERAL WIND LOADS FOR TRUSS CONNECTIONS HAVE BEEN DESIGNED 5Y RATIONAL ANALYSIS FOR THE ACTUAL LATERAL LOADS AND DO NOT EXCEED THE ALLOWABLE LATERAL LOADS LIST ON THE STRAP CONNECTION SCHEDULES INCLUDED A5OVE POURED SOLID W/ 5LOCK AND SEAM A50VE MAXIMUM LATERAL LOADS AT ANCHOR SPACED 24' PERPENDICULAR TO WALL = 460 L S PARALLEL TO WALL = 360 L55 I I I I I I I I 12 IT 15 THE RESPONSIBILITY OF THE 13UILDER/PEF-55ON5 EREG-nN& THE MISSES TO INSTALL ADEQUATE TO PREVENT TOPPLINIS OF TF46SE5. FOLLOW ALL APPLICABLE RECOMMENDATIONS I I I I I I I I I I I I t I III I I I 1 I I I I I I I I I I I R I I 111 I I I I I I 1 I I I I I I I I I I O ■ �/ Ill I I I I r I + I I h TYPT I C71 A-5 1/4 99= i '—C 5 6 13 14 1 15 1 16 PNE ATIC F/45TENEfR LEGEND NOTE: AI.L FASTENER AND NAILING TO 5E STAIESS STEEL PNEUMATIC FASTNERS - ITW RAMSET / REDHEAD APPLICATI N SIZE TYPE SPACING REMARKS MTL STRAP TO CONC. 1/4"x1-3/4" BLOCK OR IE BEAM PER STRAP P .PER STRAP NON E5R46. WALL 5ILL 300 HD SERIES 5/32" DIA. SHANK PLATE TO CONC, SLAB 1/8" WASHER SD 12" O.C. W/HEAD W/ " R " AND KNEEWALL 3" LONG1524 LOGO STAMP METAL'L 4TH 4 WIRE F,45TNER5 - PNEU-FAST CO. APPLICATI N SIZE TYPE SPACING REMARKS 16 WAGE W/ 6" APART WIRE LATH MIN. 11/411 • 101 = I SIDE LAPS PENETRATION S" APART 3/5" RIB MT . LATH 16 GUAGE W/ MIN: 1 1/4" • 101 - i 6"APART SIDE LAM SEE SF.B.0 SECT. 3S023 PENETRATION cY APART 35042(CXbb) METAL R OF TILES - ATLAS COLLATED NAILS APPLICATION 61ZE TYPE SPACING REMARKS METAL ROOF "10-1201 PANCAKE HEAD WOOD SCEW GALV. OR FERTILE MANFU SEE F.R.C. 2011 SEC. R50535 W. •2 PHILLIP- SEALENT SSTL. SPEC'S AND 13053.6 NOTES:: ALL FA*IA I AND DRIP EDGE NAILS SHALL eE 316 STAINLESS STEEL I ROOF/WALL SHEATHING - ATLAS COLLATED NAILS APPLICATI N SIZE TYPE SPACING REMARKS 3/4" ROOF HEATHING 3" x .148" loci Ss. - 4" 3/411 WALLS EATHING 2 112' x.13i1, RING EDGES - a" SHANK ALL ROOF / WALL SHEATHING NAILED 411 O.G. NOTES: 1. HAND NAILING MAY 5E USED IN LIEU OF POWER DRIVEN FASTNERS 2. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, ANCHOR SHEETS, ASPHALT SHINGLES OR TIN CAPS. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF ROOF SHEATHING TO ROOF FRAMING MEMBERS. 3. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING oucKs SHALL BE AS PER MANUFACTURERS SPECS. 4. ALL FASCIA tTERIAL SHALL BE HAND FRAMED. I G14 GENERAL NCTE "oZ m - 6H �Q � w N o IY O civ ..ea0 D NO U U M 46 a0 M.N a N \ w N ! m J ■ n- o cT O CN ,MOM cd a h K 0, � W w LU +tr, Z a N7 v Z N Mw 10 rll ^ W M V HZ Qum wu�u J ]:w 00 �] za ,YZ O 'U 00 W Zp 0— CD Z Eig 1 !IF L� A l i LL_ O Esc 0 aS1 C — a 434 �a71 L 0 �= o F U C) � r f i L2 ,1, �a �.0 1 V) o N 145 i ig Sheet No: NOTES - A i ALL MASONRY FILLED "CELL 3'-0" MAXIMUM SPACING FILE V U `^e. ?^ 01 --sheets 8 91 10 1 11 1 12 131 14 15 1 16 N M K J G I F-1 N.T.S. IN c 5 A J 4 2 NI HANDRAIL SHALL BE DESIGNED 4 CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 LB APPLIED ANY POINT AND IN ANY DIRECTION. HANDRAILS HEIGHT 30 34" PICKET TO REJECT 4 SAFE GUARD RAILS HEIGHT 42" MINIMUM i; 5 6 7 8 9 j 10 1 1 12 2x6 SAFEGUARD TOP 1/4" COUNTERSUNK SCREWS LAG (I EA. PICKET) J z lU 0 2x2 PICKET SPACED TO O REJECT 4" DI .'BALL. O O (VERIFY W/ OWNER FOR STYLE) 0 U- READ COUNTERSUNK !I LAG SCREWS (I EA. PICKET) -1/4" STAIR STRINGER STAIR 5A r_:;UA � DETAIL NOTE: HANDRAILS TO RETURN TO WALL OR END AT TERMINAL POST FLOOR STRUCTURE HEADER OR GIRDER TRUSS (2R. +TR = 24 TO 25) -1.2" + 7.211 + Im° = 24.4" 2x TREADS NAILED AND SET IN MASTIC \ \ FIN. FLOOR— 2x12 STRINGER \ P.T. 2x4 BOT.— PLATE OR APPV'D EQUAL. TYPICAL I NTERIOR STAIR & RAIL DETAILS LIZ A-1 CORNER NTS FOOTING SIMILAR 1 2 CONTINUOUS BARS 0 EXTEND TO WITHIN 1 1/2" OF FORMS FOR BEAMS, 2" FOR FTGS ro SEE SCHEDULE AT CONTRACTORS OPTION, PROVIDE COMER BARS SAME SIZE 4 NUMBER AS BEAM OR FTG WITH GREATEST TOTAL AREA OF STEEL IN LIEU OF STD `OO ACI HOOKS m LAP BARS 48 SAR? EACH LEG. STANDARD SO* AGI HOOKS NOTE: AT BEAMS W/ CONIC COLUMNS BELOW 0 HOOK 5AR5 DOWN INTO COLUMNS 4 LAP m VERTS BEAM 3 4 LI4 L2 L3 NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR COIN 13 1 14 1 15 1 16 3111 METAL PLATE TOP 4 ISOT. 311/a" VERT. METAL (25 ga.) STUDS ai 16" O/C INSUL, AT SELECTED AREAS 4 TYP. BETWEEN COND. 4 UNCON,pITIONED SPACES YERIFYiw/ CONTRACTOR 1/2" GYP. 5D. OR 1/2" M.R. (GREEN) GYP BD. AT UIET'AREiAS •8 FRAMING SKEW FROM TRACK TO STUDS TYPICAL J"X I J" TAPCON tv 24" O.0 L-8 STEEL PLACEMENT L-11 INTERIOR 'W" A LS N.T.S. N.T.S. NON BEARING WALL TOP GONT. BARS SPLGE AT MID5PAN ONLY AS REGV "G" BAR I'D" BAR 0. 0B 2 "E" BAR — OREATE 030 030 CANT. 030 LI LI OR L2 LI OR L2 L SPAN I CKATER &KATER TMR 0.128 0.125 BOTT.. LI7:11 L2 BOTT. V25 BOTT. BAR ONT' MM BARS (on Bli GONT. L2 GONT. MR CANTILIVER { LI L2 I SPAN I. L L3 NOTE: "D" BARS ARE TO BE USED AT BOTH ENDS OF A SPAN UNLESS "D" BARS FROM ADJACENT SPAN ARE GREATER OR "0" BARS OR "E" BARS ARE REQUIRED BEAM R1 NFORG I NC 5/ STIR#3 L�E6END E 3/O = #3 CLOSED N.T.S. 2M = #2 HOOOP5 F-8 BEAM REIN,119FO CIG DETAIL N.T.S. 5IM 50N T512 5T A Ii 's P L R P L TO BACK OF LEDGER W/4 10d NAILS AND UU/4d NAILS TO TRU55E5I 2x(o LEDGER W/ 4°x311 TAPCON AT 61I O.C. 5TAGGED (TYPICAL TOP AND BOTTOM) 51MP50N LU526 UU/4-10d NAILS TO TRU55E5 4 4 10d NAILS TO LEDGER A-7 LEDGER DETAIL N.T.S. AT ROOF TO CONCRETE WALL 5 6 7 8 9 ELEV. EXISTING TOP OF 2ND FLR 2"x6" JOISTS AT LANDING AT 16!" O.C. ELEV. +0'-0" FINISH FDR. 36,I" H.f STAIR RAILING UY PICKETS AT 4" O.C. MAX. STYLE �I AND DESIGN AS SE{LEC�TED BY OWNER Z • N �On � Q Iny ol N X 0 O ow r^ m 28 a y� fj . STANDING AM METAL ROOF a =a k'. O 0 Nm SEE ANCHOR 8 HE DULE V U • ROOF PLAN TIE DOWNS PRE-ENG. ROOF 2X6 T4B. BLOCKKINS TRUSSES a 24" O.C. ALUMINIUM SPRAY b" FOAM R-22. INSULATION M DRIP EDGE OPOF BEAM IES DOUBLE TRUSS 8TRAPING `t�eIAR ' (SEE ROOF PLAN) L 2x8 R.S. CEDAR _ Ix2 ROOF EDGE. CEDAR P.T. ix3 FIRE8TOP CONT. a n 0 8"x120. CONC. TIE BEAM y„ a w/ 4-5 0 CONT. UN.O. � M � a L DECORATE OUT OOK In SEE ELEVATION n R-9 MASONRY GORE FILL INSULATION , � il. � • STUCCO LAP SI DING N07E: COMBINE INTERIOR INSULATI j ON SECOND FL R 4 ABV, AND CONCRETE BLOCK - R-20 P.T. Ix3 FI STOP GONT. R-9 MASONRY CORE FILL INSULATION in M I-I/2" 8LK CESSE �z" GYPSUM EsOARD W "� O CONT. RE- AR ON P.T. MTL FRAMING FURRING a Ii O.C. N a CONCRETE m w o'0 / TO OF E AM II HOLLOW CORE J a ., I'\ VARIES (SEE PLAN) _---__- 4 GI n E 0, STUCCO BAND SEE ELEVATION = I .E, ��• UNDERSIDE OF FLOORING DECK Ole— ` OVER AC. SPACES WILL RECIEVE o W R-IS SPRAY FOAM INSULATION Z GONC. TIE BEAM-- !w SEE BEAM SCHEDULES y �q V v DROP CEILING HEIGHT VARIES I= Z E v 0 M W Z 0 SMOOTH STUCCO ON fh" GYPSUM BOARD IRST FLOOR ON P.T. MTL FRAMING FURRING • Ib"O.C. wi R-S MASONRY CORE FILL INSULATION; = w a -m OVERLAP VE DOWELS ° ART R-II FOAM INSULATION � � 0 MIN. 4 -8" (SEE FOUND. PLAN 's VI z FOR SIZE 4 LOCATION) Z o 1-1/2" BL RCCESSE ` 0 r0i 0 FIN. DE WOOD BASE i FIN. FLR.* H ELEV. CA-O" x . °• . x"r xx.e. "^ GRADE BEAM. QU y f- CONCRETE PILING C ¢ SEE PILING PLAN W G 'Ei F14 TYP. WALL SL 0"JION Via€ 1/4 1,11=1' —0" 2ND z �PI§OVIDE FIRE STOP AT MIDPOINT rll� 07 EACH RUN OF STAIR " .0 MCs I 2112 a 12SI PEON LUS28 OR EQUAL AT EA —STAIR STRINGER I 2-2"XI2" LEDG I" FINISH TREAD ATTACHED To LL Ul/ 5/8 X 7 1/2" L W OGE 3/4" CDX.RISER 4 SUS TREAD 'ANCHORS Wl UJA HERS 0 12�O.0 STACIG RED 2x4 P.T. LEDGER SD, SECURED TO SLAB 1 W/3" HILTI PINS OR EQUAL AT 12" C/C. NAIL STRINGER TO LEDGER W/ 16-d NAILS STAGGERED. I I ♦> ss A s e e s ss 4 m -. • y s s s .. -_• '•s ' s . s s A-12 TYPICAL STAIR DETAIL NTS. 10 11 1 12 1 13 I COPy 14 15 1 16 F Sheet No: Q`7�oil A of --sheets N L J H r c n 1 2 ELECTRICAL LEGEND g ELECTRIC METER ® ELECTRIC PANEL OI A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX CUTLET DUPLEX CUTLET - HALF SWITCHED w'• WEATHER PROOF DUPLEX OUTLET GF.CJ. r'� L4: FLOOUTLET OR Q TELEPHONE JACK TELEVISION JACK O CENTRAL YAC. HOSE OUTLET t.4 WALL SWITCH 44' 3-WAY WALL SWITCH +9 4-WAY WALL SWITCH 419P DIMMER WALL SWITCH -64X MOTION WALL SWITCH Q PUSH BUTTON SWITCH 7 WALL OR CLG. MOUNTED FIXTURE J. BOX 1 -{Y} JUNCTION BOX Y PULL CORD FIXTURE RECESSED LIGHT FIXTURE Y.P. ❑ VAPOR PROOF RECESSED FIXTURE ii FLOURESCENT LIGHT FIXTURE FLOOD LIGHTS O EXHAUST FAN CABON MONOXIDE DETECTOR t SMOKE DETECTOR COMBO TT THERMOSTAT FWJ SPRINKLER TIMER &. INTERCOM SECURITY SYSTEM KEYPAD MOTION DETECTOR Q CHIME DOOR ALARM SOUND WHEN Of NED L_CT /C14L /VC7 � 4 -ELECTRICAL CONTRACTOR SHALL VERIFY WITH FPtL THE LOCATION SERVICE AND SHALL LOCATE THE METER d PANEL AS REQUIRED. -ALL ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRICAL CODE -ALL OUTLET BOXES FOR RECEPTACLES, TV ANTENNAS, OR TELEPHONE JACKS IN RATED WALLS MUST BE METAL OR U.L. RATED FOR USE IN ONE HOUR CONSTRUCTION. (PROVIDE OPTIONAL CAT-5 HIGH SPEED DATA OUTLETS- ONLY PER OWNER REQUEST) -ALL BATHROOM AND GARAGE OUTLETS TO BE GFC.I. TYPE. - 20 AMP. CIRCUIT -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FINISH AND FIRE RATED BY ELECTRICAL CONTRACTOR -INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: WALL HUNG TELEPHONE 56" AFF TELEPHONE JACKS 12" AFF LIGHT SWITCHES 4&" AM RECEPTACLES 12" AFF TELEVISION JACKS 12" AFF - ALL NEW BRANCH CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(5) -ELECTRICAL CONTRACTOR TO CONFORM WITH TELEPHONE CO. REQUIREMENTS FOR TELEPHONE EQUIPMENT INSTALLATION. -CO-ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHER TRADES TO AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION. -ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. -ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED BY FLORIDA POWER AND LIGHT. -ALL SMOKE DETECTORS SHALL BE 110 VOLT, HARDWIRED TO DEDICATED CIRUIT BATTERY BACK-UP, INTER -CONNECTED, AND INTEGRAL WITH ALARM SYSTEM. -ELECTRICAL CONTRACTORSHALL NOT INSTALL OUTLET BOXES BACK TO BACK: THIS IS IN ORDER TO PREVENT SOUND TRANSMISSION BETWEEN ROOMS -ALL RECEPTACLES AND SWITCHES TO BE DECORA TYPE. (UN-0.) - TAMPER RESISTANT RECEPACLES (NEC 406.12) ARE REQUIRE FOR DWELLING IN ALL AREA AS SPECIFIC IN 2011 NEC21OS2 ALL 125 VOLTS 15 < 20 AMP. RECEPTACLE i WE G-5 1/4 11=1 ' —0" SECOND LEVEL 8 10 11 12 13 14 it 16 %FF 1FF A-5 FIRST LEVEL ''RECOPY 1/4 If= i #—off 5 6 7 8 9 10 1 12 13 14 16 Ulm �O 0 1=n qN Q N :sx 0 —to a 0 oiA,;" �m < 0 0 D 50 m� --- u M � n � a �K m a � n L mn \ m11 J E N i'ma �. �N K �0, P I � W t LU _Z Z N Q C 0 J rWM1} D c� V u IS �� wu x D sm f' - o V) W ` Z Z a O 0 M0 M H (f) b z F n Q ji cs I U �$F z =a= U Esc LL-I LL_I S Sheet No: aC 13 of --sheets F I 1 I 2 3 I 4 I 5 6 I 8 9 10 1 1 12 N ELECTRICAL LEGEND g ELECTRIC METER 0 ELECTRIC PANEL A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET M $ DUPLEX OUTLET - HALF SWITCHED W.P. $ WEATHER PROOF DUPLEX OUTLET GF.C.I. Q TELEPHONE JACK TELEVISION JACK OV CENTRAL VAC. HOSE OUTLET 64 WALL SWITCH +,r 3-WAY WALL SWITCH L 4W 4-WAY WALL SWITCH 44P DIMMER WALL SWITCH Ql PUSH BUTTON SWITCH -(� WALL OR CLG. MOUNTED FIXTURE EXTERIOR WALL MOUNTED FIXTURE J. BOX y {7} JUNCTION BOX K PULL CORD FIXTURE Y RECESSED LIGHT FIXTURE V.P. VAPOR PROOF RECESSED FIXTURE F--� FLOURESCENT LIGHT FIXTURE FLOOD LIGHTS O EXHAUST FAN 0 SMOKE J (DT14ERMOSTAGTOR !T SPRINKLER TIMER INTERCOM ® SECURITY SYSTEM KEYPAD J MOTION DETECTOR ail CHIME H CABON MONOXIDE DETECTOR AND SMOKE DETECTOR COMBO G F I C n 13 TYPE SQ A, LOAD CENTER SERVICE 120 / 240 10 3W MOUNTING FLUSH POLES: 40 14 1 15 1 16 MAIN BUS 200 AMPS NEUTRAL FULL MAINS M.L.O. A.I.C. 10000 ELECTRICAL PANEL 'A' BRKR WIRE LOAD (W.) DESCRIPTION CKT- CKT! I DESCRIPTION LOAD (W.) WIRE BRKR 40/2 08 1,500 "D M W/ HEATSTRIP 1 2 A.C. COMPRESSOR 41 5000 N/C 48 30/2 3 4 20/2 70 1200 INLINE WATER HEATER (GAS) 5 6 OVEN 5000 % 40/2 1 8 20/2 010 1200 COOKTOP (GAS) 9 10 WATER HEATER 4500 ry0 25/2 II 12 20/2 010 2500 DRYER 13 14 SUB-PNL B 12;225 % 60/2 15 16 20/1 72 1200 WASHER Il I8 IRRIGATION PUMP 3500 ry2 25/2 20A 012 1200 JACCUZI PUMP 19 20 20/1 012 O2 LAUNDRY LIGHTS 21 22 GRI, RECEPT. U2 •14 20/1 20A 812 O GF.C.I. RECEPT. BATHROOMS 23 24 EXTERIOR LIGHTS 20A 012 GF.I. RECEPT. OUTSIDE 25 26 DRYER 2500 010 20/2 20A 012 GF.I. RECEPT, OUTSIDE 21 28 20A 012 1200 WASHER 2S 30 SPAN 20/1 012 SPARE 31 32 SPACE SPACE 31 38 3S 40 NOTES: N/C = NON CONCURENT A/C LOADS TYPE SO D, LOAD CENTER SERVICE 120 / 240 10 3W MOUNTING FLUSH POLES: 40 MAIN BUS 60 AMPS NEUTRAL FULL MAINS ML.O. A.I.G. 10,000 SUB - PANEL B (GENERATOR PANEL) BRKR WIRE LOAD CWJ DESCRIPTION CKT.• CKT! DESCRIPTION LOAD (W.) WIRE BRKR 20A 012 O GF.I. RECEPT. GARAGE 1 2 GF.C.I. RECEPT. BATHROOMS OZ M2 20/1 15/1 014 M. BEDROOM 3 4 DEN / GUEST 014 15/1 M. BEDROOM 5 6 DEN/ GUEST M. BATH LIGHTS 1 S BEDROOM 02 M. BATH LIGHTS S 10 BEDROOM 03 KITCHEN LIGHTS II 12 LIVING ROOM 20/1 412 1200 REFRIGERATOR 13 14 LIVING ROOM 20A +12 1200 DISHWASHER 15 I6 DISPOSAL 1200 014 20A 20/1 012 1200 GARAGE DOOR OPENER 11 IS MICROWAVE 1200 012 -20A 20/1 012 SPARE 19 20 SPAN 40/2 08 1,500 A.H.0 02 W/ HEATSTRIP 21 22 A.C. COMPRESSOR 02 N/C0 08 30/2 23 24 SPACE 25 26 SPACE 21 28 2.J 30 I� ALL BEDROOM CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(5) Q GEN LIGHTING ( --- SF a 3W/8F) = 11055 W. (GEN LIGHTING INCLUDING GARAGE, PATIO AND BALCONY) LOAD CALCULATIONS 1st 10.0 K.W. 6 100% 10.0 REMAINING K.W. m 40% 15S 3'1650 A/C HEAT STRIP o 65% 12.15 240 V = 156.9amp. 3-1050 K.W. 2% W/ 108 NEUTRAL IN 3/4" P.V.C. 3-02/0 COPPER IN 2" PVC 200 100 MAIN MKIR COMW NEUTRAL PNL SUB 9 �AG a AWl w 11 4 200 B DRYER0 AMR A PNL _ e BLANK BLANK 10 MAIN FEED THROUGH B FILTER LUGS 22000 A I C A.I.C. 10,000 UNDERGROUND TO FP4L TIE-IN LOCATION �•• 1 -INTERSYSTEM 5ONDING TERMINATION SYSTEM ■ GFl ------------ . GFI -� ---- _ '.-_I -I- _ T D STAIR ■ 04 CO'PER GROUND TO ROUND ROD COLD ■ WATER PIPE 4 FOUND. STEEL ■ ■ ■ 101 101NJ NOTE: ALL FIXTURES IN CLOSETS TO COMPLY W1 NEC 410-8 LCTI CAL 15IR Sheet No: A-1 THIRD LEVEL G14 GENERAL NOTES ECop =1 1 4 a +-0 » of --sheets 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Z • Z 0 N �F a N yq oN UJ N 0 a. 0 gi j m� g �0 No U U a a w c 1 o a. ` o L m Ul w N ry m J �md (14 N 9P K + h �Ill't 0, H =In IN Ui W LU ,_n N v 3 z N W 4 7 M HZ a� F J w U 2 w 00 Z Z O n 0 O 0 M H Of I 3 Q � sE} f — LLJ LLJ € a a 0 rT� o z o�zL E LLu�W�� w ^ N C)Cn 2 w o O V) 3 D Q Drawn by. MOH NYN Project No. Cadd File NO.: C m