Loading...
HomeMy WebLinkAboutBuilding Plans1 2 1 3 1 4 I 6 a M I THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING CONDITIONS THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND NATIONAL BUILDING CODES AND ORDINANCES. WIND LOADS CALCULATED PER ASCE 7-10, FOR WIND LOAD OF 170MPH, EXPOSURE "D K THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL TECHNIQUES, CONSTRUCTION MEANS Q NOT BE RESPONSIBLE FOR , SEQUENCES OR PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE _ RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL PARTS OF THE WORK WITH OTHER SUBCONTRACTORS, UTILITY COMPANY CONNECTIONS. AND SEPARATE OWNER CONTRACTS ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS, THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. * DO NOT SCALE DRAWINGS FOR DIMENSIONS FOUNDATION NOTES TOP OF TYPICAL FLOOR SLAB (+0'-0") SHALL BE A MIN. OF 18" ABOVE CROWN OF ROAD - SOILS SHALL BE TREATED FOR TERMITES PRIOR TO PLACEMENT OF CONCRETE. MATERIALS AND INSTALLATION MUST COMPLY W/ ALL GOVERNING CODES AND REGULATIONS, PROVIDE 2 YEARS RE -TREATMENT WARRANTY. C) CONCRETE SLABS AS REQUIRED FOR MECHANICAL EQUIPMENT. VERIFY EXACT SIZE AND LOCATIONS W/ CONTRACTOR CONCRETE NOTES: F CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 4000 PSI, FOR BEAMS AND COLUMNS UNLESS OTHERWISE NOTED. - CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS. ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS FLOOR SAFES, PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONIC. CONCRETE PROTEC11ON OF REINFORCING BARS SHALL BE AS FOLLOWS: FOOTINGS 3" CLR. BOTTOM AND SIDES, 2" CLR TOP D WALLS 2" CLR. OUTSIDE FACE, 1 1/2" CLR INSIDE FACE. SLABS 3/4" CLR. BEAMS 1-1/2" CLR TO STIRRUPS COLUMNS 1 -1/2" CLR. TO TIES ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL L CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318, LATEST EDITION". ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP -SPLICED 36 BAR DIA. OR 1'-6" MINIMUM WHICHEVER IS GREATER (EXCEPT AS NOTED ON DRAWINGS). ALL BARS AT END OF CONT. FTG'S, BEAMS OR CONT. HORIZ. ELEMENTS SHALL BE CONTINUED TO FAR SIDE OF INTERSECTING ELEMENTS. 3 WELDED WIRE MESH TO BE 6 x 6 10/10 STEEL. LAP JOINTS 6", PROVIDE DOUBLE LAYER BENEATH ALL BEARING WALLS, EXTEND FOR A DISTANCE OF 30". "FIBER MIX STEALTH MUL11-FILAMENT FIBERS" IS APPROVED FOR SLAB REINFORCING AT EXTERIOR PATIO/PORCH SLABS. VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE. A SITE 39 WATERSONG, ST. LUCIE COUNTY, FLORIDA CONSTRUCTION NOTES AND SPECIFICATIONS MASONRY NOTES: ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY UNITS & A MINIMUM TYPE M REINFORCING BARS TO COMPLY WITH ASTM A 615, GRADE 60. ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASO RY HAS BEEN LAYED UP SUCH THAT THE CONCRETE IS INTERLOCKED WITH THE MASONRY. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL MASONRY CONSTRUCTION ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UNLESS NOTED OTHERWISE. CONTROL JOINTS SHALL BE LOCATED AT NOT MORE THAN 30 FEET ON CENTERS. ALL VERTICAL CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE. EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120 FEET BUT NOT GREATER THAN 150 FEET O.C. REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING, THEREFOR GARS MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY WORK AND PROPER PLACEMENT OF ALL REINFORCEMENT. VERTICAL WALL REINFORCING SHALL BE LAP SPLICED AT NOT GREATER THAN 8'-0" O.C. AND SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. HORIZONTAL REINFORCING SHALL BE LAPPED A MINIMUM OF 30 BAR DIAMETERS. CLEANOUTS MUST BE PROVIDED AT ALL LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND CENTERED IN THE WALL GROUT WALLS IN 8' LIFTS MAX. PROVIDE FILLED CELLS AT ALL GIRDER TRUSS BEARING LOCATION. COORDINATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS. MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2014 FOR ENGINEERED MASONRY DESIGN, CHAPTERS 1 THROUGH 3 OF ACI 530/ASCE - fm PSI 1500 FOR MASONRY - 3000 FOR MORTAR. GROUTED MASONRY TO BE FULLY INSPECTED BY REGISTERED PROFESSIONAL ENGINEER OR HIS DESIGNATD REPRESENTATIVE. TEST EACH TYPE, CLASS AND GRADE OF MASONRY UNIT IN ACCORDANCE WITH ASTM C 140. MORTAR TESTS: TEST EACH MORTAR TYPE IN ACCORDANCE WITH ASTM C 780. TEST CONCRETE MASONRY UNITS AT THE RATE OF 5 RANDOMLY CHOSEN UNITS FOR EACH 100,00 INSTALLED. TEST THE MORTAR WITH THE SAME FREQUENCY AS REQUIRED TO EVALUATE MASONRY SAMPLES. SEE DETAILS FOR CORNER AND INTERSECTIONS. SEE DETAILS FOR VERTICAL STEEL AT FOUNDATIONS AND BEAMS PROVIDE LADDER TYPE JOINT REINFORCEMENT EVERY 2ND COURSE VERIFY WINDOW AND DOOR ROUGH OPENINGS W/ WINDOW AND DOOR MANUFACTURER. FRAMING: TOP ELEV. OF BEAMS & PLATES ARE AS NOTED ON PLANS. FRAMING LUMBER FOR HEADERS, BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETC., SHALL HAVE MIN. Fb=1000 P.S.I. , Fv- 75 P.S.I. & E= 1,400 K. UNLESS NOTED OTHERWISE PINE/FIR (NO. 2 OR BETTER) LAMINATED WOOD BEAMS SHALL BE "TIMBERMAX"'LAMINATED VENEER LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL Fb � 2925 P.S.I., Fv = 285 P.S.I. & E = 2,000 K PROVIDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, GIRDER TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS SHALL BE SECURELY SPIKED TOGETHER. ALL WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ed.) ALL METAL FRAMING AT CEILING AND WALLS TO BE SECURED TO CONCRETE AND MASONRY AT 4'-0" MINIMUM. COMPLY NTH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. EACH PIECE OF LUMBER SHALL BE GRADE MARKED BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARDS COMMITTEE. PRESSURE TREAT ITEMS IN CONTACT WITH ROOFING, FLASHING, WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' ASSOCIATION FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. COMPLY WITH AWPA STANDARD M4 FOR TREATED LUMBER CUT AND OR DRILLED AFTER PRESSURE TREATMENT. PROVIDE 3 - 2 x 4 (MIN.) POST NAILED TOGETHER W/ 16d NAILS 0 4" O.C. AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI NON -BEARING PARTITIONS: ALL INTERIOR NON -BEARING PARTITIONS SHALL BE 3 5/8" MR. OR 2x4 WD. STUDS AT 16" O.C. MAX. SPACING WITH 1/2" MINIMUM GYPSUM DRYWALL EACH SIDE. WOOD TRUSS NOTES: ROOF TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED THE SPECIFIED DESIGN LOADS INPAR11AL FOLLOWING: ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 170 MPH WINDLOAD ALL TRUSSES AND ROOF FRAMING TOP & BOTTOM CHORD SHALL BE 2x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w & GEOGRAPHIC DESIGN CRITERIA WIND DE51GN SEISMIC DE51GN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE BARRIER UNDERLAYMENT REQUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP SLED MPH. TOPOGRAPHIC EFFECTS WEATHER114G FROST LINE DEPTH TERMITE 110 MPH. EXPOSURE "D" NA NEGILIGB E NA VERY HEAVY 40 DEGREE NA, ZONE AE. ID NA NA PUNS AND ALL PROP0840 WDP1c CONCEALED FASTENERS-0RATtA NENI` A PROVIDE FIRESTOPS PER CHAPTER 5. FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) 1. PROVIDE FIRESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTITIONS AT CEILING AND FLOOR LEVELS AND SHALL BE SO PLACES THAT THE MAXIMUM DIMENSION OF ANY CONCEALED SPACE IS NOT OVER EIGHT FEET. 2. PROVIDE FIRESTOPS AROUND THE TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. 3. PROVIDE FIRESTOPS BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH RUN AT THE TOP N N BETWEEN 0 AND BOTTOM, AND BE WEE STUDS, ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS. 4. PROVIDE FIRESTOPS BETWEEN CHIMNEYS, FIREPLACES AND WOOD FRAMING, EXCEPT IN THE CASE OF APPROVED METAL CHIMNEY INSULATION. 5. PROVIDE FIRESTOP IN ANY LOCATION WHERE A CONCEALED SPACE WOULD PERMIT A SPREAD OF FIRE. 6. CONCEALED ATTIC SPACES SHALL BE AS PER FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th f 7. WHEN FIRESTOP ARE OF WOOD THEY SHALL BE OF NOT LESS THAN A NOMINAL TWO INCHES IN THICKNESS, NAILING SCHEDULE SEE FASTENER SCHEDULE ON SHEET A6.1 FOR NAILING AND FASTENING REQUIREMENTS ON WINDOW AND DOOR FRAMES, ROOF ASSEMBLIES, WALL ASSEMBLIES (SHEATHING, FURRING, LATH, SILL PLATES), ETC. ROOF SHEATHING NOTES: ALL ROOF SHEATHING TO BE 3/4" THICK CDX PLYWOOD SHEATHING. INSTALL WITH THE LONG DIM. OF PANEL ACROSS SUPPORTS WITH THE PANEL CONTINUOUS OVER OVER TWO OR MORE SPANS. PROVIDE EDGE -SUPPORT BY MEANS OF TRUSSES, RAFTERS, PANEL CLIPS OR LUMBER BACKING. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY PANEL MANUFACTURER PLANTER WATERPROOFING: APPLY "THOROSEAL FOUNDATION COATING" WATERPROOFING TO INTERIOR FACE OF PLANTERS WHERE PLANTER GRADE IS HIGHER THAN FINISH FLOOR OR EXTERIOR GRADE. INSULATION ATTIC INSULATION SHALL BE SRAYICYNENE MINIMUM R-22 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION R302.10 OF FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) DOOR AND WINDOW NOTES: ALL GLASS IN FRENCH DOORS, SLIDING GLASS DOORS, SIDE LITES AND SHOWER/TUB ENCLOSURES SHALL BE TEMPERED. GLASS IN WINDOWS WITHIN 5 FT. OF SHOWERS OR TUBS SHALL BE TEMPERED. ALL TEMP. GLASS SHALL MEET THE REQ'MTS. OF FLORIDA BUILDING CODE RESIDENTIAL 2014 (5th ED) CATEGORY I - 150 LB. IMPACT TEST CATEGORY II - 400 LB. IMPACT TEST VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WDWS. SPECIFIED BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS 20" IN WIDTH, 24" IN HEIGHT, 5,7 SQ. FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISH FLOOR AS REQUIRE BY THE FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) FINISH NOTES: FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALLS AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R302.9 OF 2014 F.B.C. RESIDENTIAL (5th EDITION) MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 SQ. FT. BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS PER STANDARD STANDARD BUILDING CODES. USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OTHER WET AREAS. TILE, CARPET FINISH SELECTED BY OWNER Iy64¢OTTOANY40mm Jf` ALLMANUFAGTtJRESLABLESSHOWINCi AE1'NEAESFONSIBIL11yoFt, S sv SaSM ORS THAT CONTACC TERMITE TREATMENT REQUIRED s sE'N m' sAgY IN`tl cat U FAcrDRS AND 8N°° G0""Pua"°E 10R OFAECOAD TH ALI. AI5k10A 00 , WITH FSO SINEWY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPEOTIONS ARE APPROVED .%DEVIATIONS SYMBOLS e. 2 DETAIL NUMBER ABV. ABOVE LAM. LAMINATE DETAIL REFERENCE ACOUS. ACOUSTICAL LAV. LAVATORY A-2 SHEET NUMBER AC. AIR CONDITIONING L.B. LABLE ADJ. ADJUSTABLE LH LEFT AND AFF ABOVE FINISH FLOOR LTG LIGHTING 3 ELEVATION NUMBER AHU AIR HANDLING UNIT LOC. LOCH � ION ELEVATION REFERENCE ar SHEET NUMBER ALUM. ALUMINUM L.W. LIGHT WEIGHT ALT. NO ALTERNATE M.O. MASONRY OPENING ANN. ANODIZED MFTR. MANU ACTURER ANN. ANNUNCIATOR MAS. MASO RY SECTION REFERENCE SECTION NUMBER AP ACCESS PANEL MAT. MATERIAL SHEET NUMBER ARCH. A CHITECPROXIMU MAX. MAXI UM CA�RCH: AARCHITECT�URAL) MECH. MECHANICAL ROOM REFERENCE 102 ROOM NUMBER MTL. META BD. BOARD MIN. MINIMUM DOOR REFERENCE O DOOR NUMBER BF BOTH FACES MISC. MISCELLANEOUS BLDG. BUILDING MTD. MOUNTED BM G. BLOCKING MUL. MULLION WINDOW REFERENCE WINDOW NUMBER N.I.C. NOT IN CONTRACT BOT. BOTTOM N.T.S. NOT 0 SCALE B/O BOTTOM OF NO. NUMB R NOTE REFERENCE O.C. ON CENTER O REFERENCE NUMBER CAB. CABIN T CPT, CARP= O.D. OUTSIDE DIAMETE REVISION REFERENCE --/ REVISED 00/00/00 CI CAST ON 0.F.C.I. OWNERFURNISH CK. CAULK CONTRACTOR INSTALL C-C CENTER TO CENTER OFF OFFICE CODE INFORMATION OH. OVERHEAD CT CERAMIC TILE OPP. OPEN( G CLG. CEILING OPP. OPPOSITE FLORIDA BUILDING CODE, EDITION 2011 (5th EDITION) PL. PLAT CL CENTER LINE PLAS. PLASTER PLORID,4 BUILDING CODE_ RESIpENTIAL 2011 EDITION, CLR. CLEAR CL. CLOSET PLYWD. PLYWOOD NATIONAL ELECTRICAL CODE -APPLICABLE EDITION PLAM. PLASTIC LAMINATED AND ALL OTHER RULES, REGULATIONS, AND CODES HAVING JURISDICTION CJT. CONTROL JOINT PR. PAIR CMU CONCRETE MASONRY P-S,F. P VER SQUARE FOOT OCCUPANCY GROUP: GROUP R-3, SINGLE FAMILY RESIDENCE UNIT P.S.F: POUND' PER SQUARE INCH CONST. CONSTRUCTION P.S.I. CONSTRUCTION TYPE :TYPE V, CON. JT. CONSTRUCTION JOINT P.T. PRESSURE TREATED BUILDING DESIGNED A5: D.) COL. COLUMN PNL. PANEL ENCLOSED HEIGHT: COMBINA TION BUILDING E GHT: COOMB.LESS THAN 60'-0" CONN: CONN TION RAID RADIUS ADDIAI TOR, RADIATION MEAN ROOF HEIGHT: 30'-4 1/2" CONT. CONTINUOUS BUILDING EXPOSURE: CONTR. CONTRACTOR REINF. RISER D CTSK. COUNT RSUNK REVS. REVERSED WIND PRESSURE SPEED: ASCE CHAPTER 1. 110 MPH CFL. COUN RFLASHING RH. RIGHT! HAND (3 - SEC. GUST) FOR ENCLOSED BUILDING CRS. COURS READ. REQUIRED TOP CHORD LIVE LOAD: RM. ROOM 20 LB. PSF DP. DAMPROOFING R.O. ROUGy OPENING N TOP CHORD DEAD LOAD; I6 LB. PSF DECOR. DECORATIVE ROOF DTL. DETAIL S.C. SOLID CORE BOTTOM CHORD LIVE LEAD: 10 LB. PSF DIA. DIAMETER SCHD: SCHEDULE ' DIA. DIAGONAL SEAL. SEAL�NT BOTTOM CHORD DEAD LOAD: 10 LB. PSF DIM. DIMENSION SEC. SECT( N FLOOR LIVE LOAD TOTAL DIFF. DIFFUSER SERV. SERVICE FLOOR 40 LB. PSF DO. DITTO SHT. SHEET FLOOR DEAD LOAD TOTAL: 10 LB. PSF DR. DOOR SHTH. SHEATING DBL. DOUBLE SIM. SIMILAR IMPORTANCE /USE FACTOR: 10 D.F. DOUGLAS FIR S.O. SHUT-OFF MIN. SOIL BEARING PRESSURE: PILLING FOUNDATION DN. DOWN SL. SLIDIN' D.S. DOWN SPOUT S. SOUTF BUILDING CATEGORY: DWG. ` DRAWING SPEC. SPECIFICATION D. DRAIN SQ. SQUARE SHUTTERS: NOT REQUIRED (IMPACTED GLASS) S.F. SQUARE FOOT SHUTTER ONLY REQUIRED AT GLA65 BLOCK AREA. EA. EACH SST. STAINLESS STEEL EE. VER, EMERGENCY STD. STANDARD IMPACT RESISTANT ASS$MBLY: STL. STEEL YES ENG. ENGINEERING STOR. STORAGE COMPONENT 4 CLADDINGS YES EL. ELEVATION STIR. STRUCTURAL CONTINUE LOADED PATH PROVIDED: YE5 ELEC. ELECTLRICAL SUS. SUSPENDED EQUIP. EQUIPMENT SW SWITCH MM EST. ESTIMATE(D) SYM. SYMMETRICAL AREA TABULATION EXH. EXHAUJT EXP. EXPAN ION T.C. TOP PF CURB EXT. EXTERIOR TEL. TELEP IONE EXIST. EXISTING TEMP TEMPERED E.J. EXPANSION JOINT T&G' TONGLE AND GROOVE FIRST LEVEL 930 SF. B�310 CF. F.pF. FACE F FINISH Tgg��B TOP BOTTOM F.8:�1. FACE OF MASONRY T/E TOP F SECOND LEVEL = 1536 5F, 18,432 CF, F. J FACE OF STUD TCG TOP CF CURB THIRD LEVEL = 1165 SF. 15085 CF. F.H. FIRE HOSE TW TOP CF WALL FIN. FINFROOF T.O.C. TOP F CHIMNEY T.O.FR. TOP CF FRAMING TOTAL UNDER AIR 4231 SF. 42,681 CF. FLR. FLOOR - T.O.L. TOP F LEDGER F.D. FLOOR DRAIN FLG. FLASHING T.O.P. TOP CF PLATE FL. FLUSH T. P. TOILE PAPER HOLDER FLUR. FLUORESCENT TYP. TYPICAL /F COVERED ENTRY = 37 SF. �80? -0 FTC. FOOT/FEET ET UL. UNDER RITERS LABORATORY COVERED PATIO = 210 5F. ST.LITCIECOU-71. DLLdGDIFnS U.O.N. UNLESSOTHERWISE NOTED NC GA. GAUGE UTIL. UTILITY BALCONY = 441 SF. RE��'EDFOR GALV. GALVANIZED MECH. AREA. = 50 SF: REVIE BY - GB ! GRAB BAR VB. VAPR BARRIER DATE GC. GENERAL CONTRACTOR VNR. VENEE GARAGE. 114 5F. pLANS AND RYIIT mwuST BE KEPT GL. GLASS VENT VENTILATION OP, NO L*v'SPECTION WILL BE NIADE. GR. GRADE VERT. VERTICAL TOTAL UNDER ROOF 5062 SF. GYP. GYPSUM BOARD WP. WATERPROOFING HWD. HARD Wp D W.C. WATER CLOSET HDW. HARD WADE W.H. WATER HEATER HTG�T. HEIGHT � W// WITH H.M. HOLLZOpW METAL( WD� WOOD WITHO T ApY I N G I N D E/� H OR. HOSE INT L WT. WEIGH H.C. HOLLOW CORE SYMBOLS H.S. HAND SH 'ER A1.1 COVER SHEET A5.3 RIGHT ELEVATION HVAC HEATINGtVENTILATION AIR CON ITIONING & AND A2,1 SITE PLAN & DEMOLITION A5.4 BUILDING SECTIONS & INCL. INCLUDE ANGLE A3.1 PILLING PLAN A5.5 DOOR & WINDOW INSRL. INSULI) ON AT DETAILS & SCHEDULES INT. INTERI CENTERLINE A3:2 SLAB PLAN JB. JUNCTION BOX 0 DIAMETER OR ROUND A4.1 FIRST FLOOR PLAN A6.1 ROOF PLAN # POUNDOR NUMBER A4.1 SECOND FLOOR PLAN A6.2 ROOFING PLAN K. 0. KNOCK OUT PLUMBING RISER A7.1 DETAILS SHEET A5.1 FRONT & REAR ELEVATIONS AE.1 ELECTRICAL PLAN A5;2 LEFT ELEVATION AE.2 PANEL SCHEDULES 7 1 8 1 9 10 11 12 13 14 1 15 1 16 z m Fq N w �� N °mv� 0 g z D N o a� m U IN a L f m o n N 0 N +� M 1 O i110 aP K a E fk w _. wit 0 v Z cm Ill zv Z 0 J /^ 7 0 M v U F � Wu �u xw D O 0 0 Z w Z Qa of mo i00 i mmmmmmmi H S WIlk Z �'F §6 Wr y a 'E� O U E_; I ". to Ea I { s= r� :r r 1` k >heei No: (9 of -- -sheets Cl IAA 2) nT 6 10 11 12 13 14 15 16 m P) A [SCALE 1, L t , 31 _01p=30t 1 _0 FLORIDA STATE PLANE COOR FLORIDA STATE PLANE COOR NAD $8 US SURVEY FEET (TYP) N 1112889.589 NAD N US SURVEY FEET (TYP) E 895800.625 N 1112769,447 1\ NO MONUMENT FIND E 895639.022 FLORIDA DEPARTMENT OF NATURAL RESOURCES CM # 94-77—A-16 0) 0 FND NAIL & DISK LB 1 6 SITE PLAN ER UE /27/2 7 AT ELE\1 upIlls !_t NQM SITE PLAN 15 FOR LAYOUT PURPOSES ONLY, COORDINATE WITH SURVEY FLAN FOR ACTUAL DIMENSIONS IF ANY DISCREPANCIES NOTIFY ANNAM CORPORATION. 71i LOCATION MAP NOT TO SCALE LEGAL DESCRIPTION BEING ALL OF LOT 39, 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 SAINT LUCIE COUNTY, FLORIDA. 4832 WATERSONG WAY, FORT PIERCE, FL 34949 r Nu um Z 0 0 z0 �- i 'n <u L 0 N 0 a. 0 gz z 0 NZ 0 Wo IL D m -lu- U A a. 4 to o 0 C4 F. C4 �411111111 M a. N O. ;r Jn O E a 9 r xO 116 r All E c 16 C> 40 1 C:) E C) 2- C:) C> D Sheet No: A of --sheets I N BEARING WA (3) "5 TOP roll CONCRETE SLA 0'-0" FINPLOOR SLAB }<l�i 04012"EW. 03 is 12" U.N.O. "1 PILE DOWEL (3) "5 BOTTOM E SCHED 14" AUGERCAST FILING I " L1 GRADE BEAM 4 N.T.S. AT ELEVATOR PAD K 04 612" x6'-O" 0 16" O.C. TRANSFER STEEL OVER INTERIOR GRADE BEAM (3) 05 TOP "4a I2" EA .WAY ro' CONCRETE SLAB ®1STIRRUP U (T P (3) 05 BOTTOM "1 PILE DOWEL 9" 9" H 14" AUGERCAST it PILING G 1 BEAM 3 ."ADE___.. .._ N.T.S. I �I I I F a E I D s .I A — 1 14 1 + 5 6 J I 7 � 8 � 9 i AUGERCA5T lL : (3) "ro TOP E GENERAL: AU6ERCA5T PILES ARE PLACED BY ROTATING A CONTINUOUS FL16HT HOLLOW SHAFT "4 a12" x4'-0" g 12" O.C. ' Q W o "Z" BAR TYPICAL A 16M INTO A PREDETERMINED PILE DEPTH. H16H-STRENGTH MORTAR SHALL BE PUMPED WITH —roll CONCRETE SLAB 90 DEGREE HOOK 1 33 SUFFICIENT PRE55LRE AS THE AUGER 15 WITHDRAWN TO FILL THE HOLE PREVE011,116 HOLE COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS i E W "3 g 12 STIRRUP UN-0- ZONES OF THE SURROUNDING SOIL. AHEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE 1 y2" MIN. COVER a W` THE IN EGTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLI6HTIN6 AT t% °a? ALL TIMES DURING THE RAISING OF THE AUGER SO THAT THE HIGH -STRENGTH MORTAR HAS A 0 DISPLACING ACTION REMOVING ANY L005E MATERIAL FROM HOLE. THI5 METHOD OF h -- - - U U PLACEMENT SHALL. BE USED AT ALL TIMES AND NOT BE DEPENDENT ON WHETHER THE HOLE IS SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER H160-5TREN5TH MORTAR: THE MORTAR USED 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 50LID5 IN SUSPENSION WITHOUT (3) "ro BOTTOM APPRECIABLE WATER GAIN, YET WHICH MAY BE PACED WITHOUT DIFFIGULTY, AND WHICH WILL LATERALLY PENETRATE AND FILL ANY VOIDS IN THE FOUNDATION MATERIAL. MINERAL FILLER "1 PILE: DOWEL MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL PERCENTAGE OF THE PORTLAND CEMENT AT THE PILING CONTRACTORS' OPTION. THE MATERIALS SHALL BE 50 PROPORTIONED _ AS TO PROVIDE A HARDENED MORTAR HAVING AN ULTIMATE COMPREr551VE STRENGTH OF � 5p00 P51 AT 28 DAYS. THE MORTAR MIX 5HALL BE TESTED BY MAKIN6 ONE SET OF 2" CUBES 48" E SC�IED 14" AUCsERCAST FILING FOR EACH DAY DURIN6 AU6ERGA5T PILES ARE PLACED. A SET OF GUBE5 SHALL CONSIST OF T IL On 2 CUBES TO BE TESTED AT 1 DAYS, AND 2 GUBES TO BE TESTED AT 28 DAYS. TEST GUBES 12 SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM OKA, WITH THE EXCEPTION THAT THE j �1 MORTAR SHOULD BE RESTRAINED FROM EXPANSION BY A TOP PLATE. L y mR L13 GRADE BEAM � N.T.S. r z A1CsERCAST PILE 14" IA 1, 25'FEET LONG TYPICAL on q o GORAC)E f5EAM S }'�ULE N W/ • 1 x 20' (EXTEND 15' INTO GRADE 5EAMJ ` W s REINFORING DETAIL AND 4-S BARS W1 03 • 10' OiC. FROM PILE - h` \ M 0. P K MARK SIZEIWxD) BOT TOP MIDLE N3 TIES DESCRIPTION NO, cur OFF TO 15' FEET BE Ow suRFACE. 8" CONCRETE.10 CONG.OR MASONRY DESIGN CAPACITY - 30 TONS. ALL SHALL BE (2) "4 BLOCK WALL h = .4 'I COLUMN IN ACCORDANCE wITH .I. 545-84. (FL.PERiMETER) "'' _ ee Ii a MATCHINCz DOWELS CAB -I 24" x 30" (4) "1 (4) "1 (2) "5 6" O/C TYP. EXT. WALL Cx13 p r 04 ®IS" x4'-0" a 12" O.C. G7 �— rc II' 8 BAR DIA. MIN 90 DEGREE HOOK a o d 'F jt W/STD. HOOKS 11) "6 TOP E A H WAY O$-2 24" x 24" (4) "6 (4) "6 (2) "5 8" O/C - LI3 C3J " 1 70P GRAD „ HOOKS TYPENTIRE � t II W/ 18 �$_3 18" x IS" (3) "5 C3J "5 _ 18" O/C CsARACxE roll STEP PERIMETER - (2) "5 MIDDLE Csl _ � C1J "ro $Ot EACH WAY _ i v . i I ! W/ 18" HOOKS „ „ (3) «5 (3) "5 (2) "5 BEAM AT LI "4 A 12' "3 10" UNO. o ,f V J �;. • L r. GB-4 18 x24 8 O/C STOP SLAB _ EA WAY ;n 1 11/2" MIN. COVER T w • 6' CONCRETE SLAB (EXCEPT GARAGE) ' C4)"6 AT LONG WAY PILE GAP HOOK "1 PILE DOWEL x m w F PC-] 36"x80"x20" C8J"6 AT. SHORT WAY — - BAR A7 EACH END G4' ° 0 -' Q °- PAD REBAR C6)"5 EACH WAY _ PILE CAP HOOK G4 b SEE FOOTING SCHEDULE PG-2 48"x48"x20" TOP AND BOTTOM. BAR AT EACH END SIMILAR (3) " 1 BOTTOM " Z v EDGE BARS ALWAYS z 0 EDGE N.SPACE OTHERS EQUALLY (4)% AT LONG WAY PILE CAP HOOK G4 14" AUCaERCAST a r 0 i PC-3 36 x12 x20 (1)% AT. SHORT WAY — — BAR AT EACH END SIMILAR g, gFILING ^ 0 48" "{ � Ea Ea (6Y6 LONG WAY 2 LAYERS TOP G4 HED PC-4 3ro"xllroN20° SIMILAR (12)% SHORT WAY — — AND BOTTOM �IS" SEE PC-5 60"x6(d"x20 C U 6 EAC14 WAY _ _ 2 LAYERS TOP G4 TOP AND BOTTOM. AND BOTTOM SIMILAR F O II 'i G4 ISOLATED PAD PILE CAP G7 GRADE BEAM SCHEDULES G13 GRADE BEAM 1 z � Q �s� N.T.S. y N.T.S, N.T.S. �s �! ff�� r5 F r V 4b — s 16'4" TOTAL LENC:NTN pUILDMCs - 1'_6" 2'_4" 4'_6" _05'_l" 10:_�" b' 4" 6'-0" 6'-0" 6'-8" 6' 0" 4-6 1 9" sd sE :1 — Ec� s AG PAD +4 RE®AR is12"OC. �# $ E. -6 FF4' 0" . Al PEptIMETER (TTP.) 5 18" �g OR 1b NaVD PC IN PC-2 GB-1 GB-1 GB-1 ' ■ o ro i GB-1 1" THICK CONC.'SLA$ w/ 1«5 $ ■ 010" O.C. EACH WAY ON ro MIL VAPOR eel z HWH PAD f : ■ BARRIER OVER TERMITE 1" THICK CONC. SLAB w/ IS BARS h ( m FFE. -roll TREATED WELL COMPACTED FILL "� 610" O.C. EACH WAY ON ro MIL VAPOR � h c� OR 1b NAVD BARRIER OVER TERMITE I "- m' w L TREATED WELLCOMPACTEC FILLCD I L FFE. Off" M U I I 5'-4" 5'-4" Ati OR 8� W NAVD m -.3 ELEV. -24" e = o ., . @ GB-3 m OR 6o NAVD _ e GARAGE ' .. m _ GB 3 `� F- P�1 3 11' 4" b:,8„ 5.0" V-6 1R" 6'-6 V2, l'-1" C M GB- GB a � D 6" THICK CONC. SLAB W/ 105 BARS ■ e *10" O.C. EACH WA ON 6 MIL VAPORGB-3 cN BARRIER OVER TERMITE i TREATED WELL ACTED PILL i MOH T 1by NOW Project No. 7. .. ... t. GB-3 I GB-3 - GB-1 PC-3 cede File No.: C O GB I 1'-4" 1' 11" V-0" w 5 ( 2 b 2 5 0 1 10 4'_8" 4:_g y,g" IP -4 PC 2 m i DATE h f r I < - PROGRESS REV. 1 07-07-18 J PERMIT SET 07-10-18 " _ GB-1 TYP. 6 16'-8" TOTAL L �11LD1NG Sheet N A-4 PILING P A - o 1/4 "=1 ' —0" f --sheets 4 5 6 7 18 9 10 11 12 13 14 1, 1 EL 1 2 3 4 - FOUNDATION NOTES: I. FLOOR SLAB TO BE 6' THICK POURED CONCRETE SLAB WITH REINPOPZB'F-Tits SHOWN ON N t PLAN ON 4 MIL V15GIl VAPOR BARRIER ON HELL TAMPED SAND FILL. SOIL TO BE TERMITE TREATED PER LOCAL CODE. 2. CONCRETE SHALL CONFORM TO ACI 318/83 AND SHALL HAVE 4000 P51 COMPRE56IVE STRENGTH IN 28 DAYS. MAXIMUM SLUMP 5", 3. REINFORCING STEEL SHALL BE A5TM 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 FOOTINGS SHALL BEAR ON NATURAL SOIL PREPARED, AS IN NOTE 5 BELOW. v 5. ALL FILL TO BE GLEAN, GRANULAR PREPARED IN ACCORDANCE WITH NOTE A-F. A. STRIP A FOOT OF EXISTING SOIL FIVE (5) FEET PAST EXTERIOR BUILDING LINE-5, ALL DELETETRIOL15 MATERIALS MUST BE COMPLETELY REMOVED. B. FILL SHALL BE GLEAN AND GRANULAR FREE FROM DELETERIOUS MATERIAL AND WELL GRADED. G. PAD, FOUNDATION TO BE SUPPORTED ON PILING. 6. 6EERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE FOOTIN65/PAD5, LOAD BEARING WALLS, 5TEEL/CONCREIEINOOD COLUMNS, WOOD HEADERS, CONCRETE BEAM5/TIE BEAMS AND HE16HT ELEVATIONS OF EACH WITH TRU55 MANUFACTURER5 DRAWINGS BEFORE THE POURING OF GONGRETE FOOTINGSIPADS AND 5LAS. 'T. COORDINATE A/G , MEGHANIGAL, ELECTRICAL 4 PLUMBING PLANS FOR REQUIRED OPENINGS IN 5LAB. 8. SLEEVE ALL PLUMBING PENETRATIONS. q. SEE ATTACHED AUGER CAST PILE SPECIFICATION K 1J _ a s �r I® 0 C A-1 1/A 1'—Oat iw 1 5 6 ( 7 8 9 MATERIAL5 A) PORTIAND CEMENT: PORTLAND CEMENT 5HALL CONFORM TO FEDERAL SPECIFICATIONS 55-G-Iq2 OR CURRENT ASTM STANDARDS, DESIGNATION 6150. B) MINERAL FILLER: MINERAL_ FILLER SHALL BE FINELY POWDERED 51LIGEOUS MATERIAL WHICH PG�iE-5 THE PROPERTY LO_F �CO�WING THE LIME LIBERATED DURING THE PROCESS OF HYDRATION OF PORTLAND &PIE�IT. C) FLUIDIFIER: FLUIDIFIER SHALL 13E A COMPOUND POSSESSING CHARACTERISTICS WHICH WILL INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING, A5515T IN THE DI5PEIR5AL OF CEMENT 6RAIN5, AND NEUTRALIZE THE SHRINKAGE OF THE HI6H-5TRENGTH CEMENT MORTAR (INTERAID AS, MANUFACTURED BY THE GROUT SUPPLY COMPANY, BRECKSVILLE, OHIO MEETS THESE 5PEGIFIGATION5). OTHER COMMERCIALLY AVAILABLE ADMIXES SHALL SHOW PRIOR TEST RESULTS BEFORE APPROVAL. D) WATER: WATER SHALL BE FRESH, GLEAN, AND FREE FROM INJURIOUS AMOUNTS OF SEWAGE, OIL, ACID ALKALI, SALTS OR ORGANIC MATTER. E) FINE AGGREGATE: SAND SHALL MEET THE REQUIREMENT5 OF CURRENT ASTM STANDARDS, DE516NATION G33. THE SAND SHALL CONSIST OF HARD DENSE, DURABLE, UNCOATED ROCK PARTICLES AND FREE FROM INJURIOU5 AMOUNTS OF SILT, LOAM, LUMPS, SOFT OR FLAKY PARTICLES 5HALE, ALKALI, ORGANIC MATTER, MICA, AND OTHER DELETERIOUS SUBSTANCES. IF WASHED, THE WASHING, METHOD SHALL BE SUCH AS, WILL NOT REMOVE DESIRABLE FINES, AND THE SAND SHALL SUBSEQUENTLY BE PERMITTED TO DRAIN UNTIL THE RESIDUAL -FREE M015TL RE 15 REA50NABLE UNIFORM AND STABLE. THE SAND SHALL BE WELL-0RADED FROM FINE TO COARSE, WITH FINENESS MODULUS BETWEEN 1.40 AND 3.40. THE FINENESS MODULU5 15 DEFINED A6 THE TOTAL DIVIDED BY 100 OF THE CUMULATIVE PERCENTAGES RETAINED ON US. STANDARD SIEVE N05. 16, 30, 50 AND 100. 8.4" 18141 10 1'-8" 1'-0" 3'-8" V-1" 4'-10' C3 TYP: CI TYP. 9 ■ ■ ■ ■ ■ I C3 TYP, :n I m ■ ■ ONCRETE STEP FRE.0.ID" C3 W1 BRICK PAVER ON TOP 9 OR 8D NAVD a IU 170 MIXING AND PUMPING OF H16H-STRENGTH CEMENT MORTAR: ONLY APPROVED RIMPIN6, CONTINUOUS MIXING AND AGITATING EQUIPMENT 5HALL 13E USED IN THE PREPARATION AND HANDLING OF THE MORTAR. ALL OIL OR OTHER RUST INHIBITORS SHALL BE REMOVED FROM MIXING DRUM5 AND MORTAR PUMPS. IF READY MIX MORTAR 15 USED, AN AGITATING, STORAGE TANK OF SUFFICIENT SIZE SHALL BE USED BETWEEN THE READY -MIX TRUCK AND THE MORTAR PUMP TO INSURE A HOMOGENEOUS MIX AND CONTINUITY IN THE PUMPING OPERATIONS. ALL MATERIALS SHALL BE 5" AS, TO PRODUCE A HOMOGENEOUS MORTAR OF THE DESIRED CONSISTENCY. IF THERE 15 A LAPSE IN THE OPERATION, THE MORTAR SHALL BE RECIRCULATED THROUGH THE PUMP. THE MORTAR PUMP SHALL BE A POSITIVE DISPLACEMENT PISTON TYPE PUMP CAPABLE OF DEVELOPING DISPLACING, PRESSURE5 AT THE RUMP UP TO 350 PSI. THE MINIMUM VOLUME OF MORTAR PLACED IN THE HOLE 5HALL AT LEAST EQUAL THE VOLUME OF THE AU6URED HOLE. LOCATION OF PILES: WHEN IN GLU5TER5 OF TWO OR MORE, PILE5 SHALL BE INSTALLED WITHIN 3 INGHES OF DE516N LOCATION. SINGLE PILE5 SHALL BE INSTALLED WITHIN I -1/2 INCHES OF DESIGN LOCATION. VARIATION FROM PLUM15 5HALL NOT EXCEED 1/2 INCH IN TWO FEET. ADJACENT PILES SHALL NOT BE PLACED UNTIL THE MORTAR IN THE PILES HAS REACHED ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER CONNECTION BETWEEN ADJACENT PILE5 WHILE THE MORTAR 15 IN A FLUID STATE. AN AS, -MILT SURVEY OF PILE LOCATIONS SHALL 13E PERFORMED 13Y A FLORIDA REGISTERED LAND SURVEYOR PILES SHALL BE LOCATED ON THE RECORD DRAHN95 HORIZONTALLY AND VERTICALLY FROM THE COLUMN GENTERLINE5. SUBMIT THE RECORD DRAWIN65 TO THE ARCHITECT FOR APPROVAL. OB5TRUGTIONS: SHOULD ANY OBSTRUCTION (INCLUDING BUT NOT LIMITED TO BOULDERS AND TIMBER5) BE ENCOUNTERED WHICH SHALL PREVENT PLAGING THE PILE TO THE DEPTH REQUIRED, OR SHALL CAUSE THE PILE TO DRIFT FROM THE REQUIRED LOCATION, THE PILE SHALL BE COMPLETED IN ACCORDANCE WITH PARAGRAPH I, AND THIS SHORT PILE ADDED TO THE UNIT LENGTHS FOR PAYMENT. IF REQUIRED BY THE ENGINEER AN ADDITIONAL ADJACENT PILE BE PLACED AND PAID FOR IN ACCORDANCE WITH THE BID BA515 FOR ADDITIONAL FOOTAGE. REFUSAL SHALL BE DEFINED AS THE DEPTH WHERE THE PENETRATION OF THE STANDARD AUGURING, EQUIPMENT 15 ONE FOOT PER MINUTE OR LE55. COLUMN SCHEDULE C1 REINFORCED MASONRY O 8"xA". POU D GONG. COL. w/ 1-5 m VERT. COL. w/4-% CONT. FILL w/ 4000 PSI CONC. w/.03 .HOOP m 12." O.C. 12x12 REINFORCED MASONRY i g"xl2"POURE GONC. O COL. w/ 2-MG, P VERT, C�a FILL w/ 4000 PSI GONG. COL. w/4-% CONT. O .:. 12"x12 POURED CONC. w/ "3 '.HOOP 6 12" O.C. COL.: w/ b-5 P VERT. w/ 03 TIES A S" O.C. cT. ® ro"x 6" WOOD POST O 3112"X3i12"x1/4" T.S. COL. WL 14 05 4 BAR THRU FILL w/ 4000 PSI GONG. THE POST EACH WAY WITH WOOD WRAP NOTE FILLEDC LL COLUMN MAX: 321, SPACING 10-8" TOTAL LEW%HTH BUILDING 10'_0° T-8" 3'-4" 3'-4" 3'-4" 3'-4" V-4" 3'-4' V-P 9-4" 31_4" 3'_4" 3t_8n AC P�D FRE. - " OR 15 NAVE) FN Z� II � 7 R II � y`,{a, II ■ �, ® �D ETE ".5- HWH R ZAA, in v roll THICK CONC. SLAB w/"5 BARS �y *12" O.C. EACH WAY ON 6 MIL VAPOR / / ■ ■ Q BARRIER OVER TERMITE IL TREATED WELL COMPACTED FILL Y ■ -il L4'-8 TYP. i 141.4 3'-10 4 -8 4 -2 4'-4" 2'-8" I'-4" 5'-6" �� t a t ai. ■ �� It_0t ,_2a �o bu 0 I< -WWII D C3 G3�— a ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r ■ ■ C1 TYP'. 1'-0" 4'-0" 4'-1 1/24 2'-9" 4'-0" T-4" V-4" 3'411 3' 4'i 3.4u V-44 Y-4" 4'-S 1R" 5'-21/2' 9t_811 54'4n FIRST FLOOR SLAB PLAN_--', 2 3 4 3 6 7 8 9 4T-0" ELEv. -24" SLOPE / o, OR SID NAVD IF GARAGE l THICK GONG. SLAB w/"5 BARS 010 O.G. EACH WAY ON ro MIL VAPOR BARRIER OVER TERMITE 7 TREATED WELL COMPACTED FILL T-8" V-0" T-4" 21-0" -4" V.4" 1V2' CONG E E TEPS W/ BRICK PA 014 TOP 101101 ■ ■ NB C2 ' 4'-S 1/2' Y-4" 31_8" II -Oa T-411 13 1 14 5 16 PILE CAPACITY: THE DESIGN 15 BASED ON A MAXIMUM WORKING CAPACITY OF 25 TONS PER PILE IN COMPRESSION AND 10 TONS PER PILE IN TENSION. PILE DIAMETER SHALL 13E 14 INCHES. PILE TOPS: WHERE THE PILE CUTOFF 15 NEAR THE SURFACE OR ABOVE THE BOTTOM OF THE EXGAVATION, METAL SLEEVES OR GA51N6 OF THE PROPER DIAMETER AND AT LEAST 18 INCHES IN LENGTH SHALL BE PLACED AROUND THE PILE TOPS. (SPECIAL CONDITIONS MAY REQUIRE METAL SLEEVES OF ADDITIONAL LENGTH). AUGURING EQUIPMENT: THE HOLE THROUGH WHICH THE HIGH -STRENGTH MORTAR 15 PUMPED DURING THE PLACEMENT OF THE PILE SHALL BE LOCATED AT THE BOTTOM OF THE AUGER HEAD BELOW THE BAR CONTAINING THE CUTTING TEETH. THE AUGER FLI6HTIN6 SHALL BE CONTINUOUS FROM THE AUGER HEAD TO THE TOP OF AUGER WITH NO GAPS, OR OTHER BREAKS. THE PITCH OF THE AU6ER FLI6HTIN6 SHALL NOT EXCEED q INCHES. A46ER5 OVER 40 FEET IN LENGTH SHALL CONTAIN A MIDDLE GUIDE. THE AUGERGAST PILING L.EAD5 SHOULD 13E PREVENTED FROM ROTATING BY A STABILIZING ARM. PILE REINFORGEMENT: ALL PILE5 SHALL 13E REINFORCED WITH M VERTICAL REINFORCING BARS WITH #3 TIES ® 10" CIO EXTENDING 15'-0° BELOW PILE GUT OFF ELEVATION AND I#-1 VERTICAL REINFORCING, BAR AT CENTER OF PILE EXTENDING FULL LENGTH. PROVIDE GENTERIN6 DEVICES FOR REINFORCING GAGE AT 10'-O' G/G MAX. SPACING. (---I I TIE BEAM HOLLOW CONCFMTE MASONRY LNITS ARE UNCs NTED VERTICAL FOLNDATION MEMBER BREAKAWAY WALL CONSTRUCTED OF LNREINFORCED,14OLLOW CONCRETE MASONRY UNITS UNITS NOT TO EXCEED 8" IN THICKNESS). GRADE BEAM OR FLOOR STRUCTURE ELEVATION - VERTICAL FOINDATICN MEMBER WAVE CREST HOLLOW CONCRETE MASONRY LNITS ARE UNGROUTED o BREAKAWAY WALL CONSTRUCTED OF e STILLWATER UNREUIFORCED, HOLLOW CONCRETE ELEVATION MASONRY UNITS (UNITS NOT TO EXCEED 8" IN THICKNESS). C'i SLAB ON GRADE BEE PLAN GRaND a 0 O :0 0 is I E 14 BREAKAWAY WALK^ e SCALE: NTS. FRANGIBLE WALLS FOUNDATION NOTES: 1, FLOOR SLAB TO BE 6' THICK POURED GONCRETE SLAB WITH REINFORLB•ENT AS, SHOWN ON I PLAN ON 4 MIL VISQUEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. SOIL TO BE TERMITE a TREATED PER LOCAL CODE. y 2. CONCRETE SHALL CONFORM TO AGI 318/83 AND SHALL HAVE 4000 P51 COMPRE551VE STRENGTH IN 26 DAYS. MAXIMUM SLUMP 5', 3, REINFORCIN& STEEL SHALL BE A5TM 615 SRADE 60 AND HAVE THE FOLLOWING MINIMUM CONCRETE COVER FOR GRADE BEAMS: BOTTOM 3', TOP 2' 54DES TO BE 1 1/2' CLEAR COVER FOR SLAB TO BE 3/4" MIN. 4. ALL FOOTINGS 5HALL BEAR ON NATURAL 501L PREPARED, AS IN NOTE 5 BELOW. 5 ALL FILL TO BE GLEAN, GRANULAR PREPARED IN AGGORDANGE WITH NOTE Al y A. STRIP A FOOT OF EXISTING SOIL FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL DELETERJOUS MATERIALS MUST BE COMPLETELY REMOVED. II B. COMPACT BOTTOM OF EXCAVATION WITH MEDIUM DUTY VIBRATORY ROLLER. t:I G. FILL SHALL BE GLEAN AND GRANULAR FREE FROM DELETERIOUS MATERIAL AND WELL GRADED. 6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE FOOTIN65/PADS, LOAD BEARING WALLS, 5TEEL/GONGRETENJOOD COLUMNS, WOOD HEADERS, CONCRETE BEAMS/ITE BEAMS AND HE16W ELEVATIONS OF EACH WITH TRUSS MANUFACTURERS DRAWINGS BEFORE THE POURING OF CONCRETE FOOTIN65/PADS AND SLAB. 1. COORDINATE A/G , MECHANICAL, ELECTRICAL 4 PLUMBING PLANS FOR REG UIRED OPENINGS IN SLAB. 8. SLEEVE ALL PLUMBING PENETRATIONS. q. SEE ATTACHED AUGER CAST PILE 5PEGIFICATION 10 11 12 13 14 15 16 Za _ Q N Wa N o a 0 4z o H` V) a o 501 u U. a m m a c L. c N w w pnH ar, 9 O p „Ima J �h K �p Ea IFb Ili W , m 'Z^^ V v Z W �0 L Z o D J �n1 n U M V Z Q LL o! w= d D mO '/� p V/ W Q »YZ CF °o �0 a H rO 5� Q a 0— � a m >,I I� G a 'B C!-) ss� Eg`S 689 F Y � Sheet No: �jlL Qo� A r o F --sheets I K H H-1 PARTIAL LOWER ROOF ABOVE GARAGE 1/4 1 '-0" I G I I e 1 I 1'-W y,_ea a , I I , , I I a I , I STEPS WITH BRIT K P4 > I (TYPICAL 2) I I i , I I r 10 , I I I I I 1 I 0 1 I C I I e 1 I I I B 1'-V II A A— 1/4 i Il'_4a Y ._0Y 6 `" 14 fit I \ J \\Ie c I \< I \ TUB SHWR L I \ \ 1 I L 2' I I C c BIDETC 3' 2" BATH 2 MASTER 30 We SUITE To 3" , \so 30 ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH �? \ \ I �✓ 1 SIDES OF 3 5/8' OR 6" METAL STUDS @ 16" O.C. �i�`` llrt2sW \ OR 2 x 4 STUDS ® 16" O.C. AT BEARING WALLS. I zz3344 UONE LAYER OF 5/8" TYPE 'X" GYPSUM BOARD ON KITCNDW C 3' BOTH SIDE OF 3 5/8" OR 6" METAL STUD ® 16" O.C. W/ it148F1t� \ \ SW LAN N R-11 BATT. INSULATION. ONE HOUR RATED PER EEC.,. 1 t I EDITION 2017 (SEE PLAN FOR WALL SIZE) C f " 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON I'LAv atyq\ \ �j EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF C ck 2x 6 STUDS ® 16" O.C. W/ R-11 BATT INSULATION. 3" 3' 2 \ \ \ NOTE: NO GYP. BD ® INSIDE OF CHIMNEY \ \ t 1 ONE LAYER OF 1/2" GYPSUM BOARD ON 1-5/8 METAL \ FRAMING 0 16" O.C. W/ R-11 INSULATION ON CABANA 3' � INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" BATH ' CONCRETE BLOCK. W/'CORE FILL R-9 INSULTION 5/8' STUCCO ON 8' CONCRETE BLOCK. r � 3' I GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "Wi" ! No HYDROVENTING CALCULATIdN: TE FILLED CELL COLUMN MAX. 32" SPACING PER IEMA.: I SF GROIlr1D FLOOR AREA WILL PROVIDE 115Q NCHE OF VENT REWIRED: TOTAL 510 SF = Do SQ NCHES PROVIDED: I6"x8"=128 ®4 = 600 SQ NCHES (SMART VENTS MODEL 1690520) = 200 SQ INCHES EACH 10' 4Ja 39'_SI r--= F-- IIK�S�II II�� yl ■8" jl LL--J L--J O = r 3'-0" T-10" ' L WALL PARALLELL RLEX 5FAGE TO SHORE LINES SHALL BE FRANGIBLE WALLS El or ■ � � I I I a tiV ■ ■ b'_8a Y 6'-2 4' I 3' �" 4Y 4'-4" STOR ❑ ■ PR 3080 GABANA C 1 LW Io D l (2, m WALL TYPES 44'411 MVIJ. 894. HYDROVENTS 4" ABOVE FLOOR LEVEL (TYPICAL • 6) 38'-4" GARAGE SLOPE SHAFT ENCLOSURES SHALL HAVE I HR FIRE RATING (2 LAYER 5/8" TYPE 'X' GYPSUM BOARD STAGGED) WALLS SHALL EXTEND FROM THE TOP OF FLOOR TO TOP OF THE FLOOR / CEILING ASW15LY BELOW TO THE LNDER51DE OF THE FLOOR OR ROOF SLAB ELEVATOR EQUIPMENTS T'-O" AR'. ON SHELF 20'-8' r-OYES Q FOR ACTUAL OPENING I6"W. 844. HYDROVENTS IFY W/ MANUFACTURE 4" ABOVE FLOOR LEVEL ■ T _8n 0a 4l'-1 lf2" T-2 1/2" 64i_ma 12'-Sn FIRST, LEVEL 3 4 5 6 I 7 8 9 10 11 I F a I :5 I 3' LAV. SWWR " W wa> 5,4TH 3 DRY 1'r -.I La 1•,LI( C WC LAY.I, '7':� I 3 4' c GMT RM \ \ \ 4' LUMBING RISER DIAGRAM MISC. NOTES: L ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED. 2. ALL GLA55 SHOWER 4 TUB E ; CLOSURES SHALL BE TEMPERED 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF TUB OR SHOWER 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS 5. ALL FIX GLASS SHALL BE 1/4" THICK (UN.O.) 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13/4" THICK WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. 7. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATION3 THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF AMIINII"I NO. 26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 8. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PER FRC. 2010. 9. WEATHERING AND TERMITE AREA PER FLORIDA BUILDING GORE 2d10 _ 10. CEILING ABOVE GARAGE TO BE SEPERATED BY NOT LESS THAN 5/8" TYPE "X" GYP. BD. IL WALLS AND CEILINGS FINISH FLAME SPREAD INDEX AND SMOKE DEVELOPE INDEX IN ACCODANCE WITH SECTION 302.E OF FLORIDA RESIDENTIAL CODE 2010 EDITION. 12. GYPSUM BOARD MATERIALS SHALL CONFORM WITH FB.C_ R-1023 13. CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.B.G. R-102A 14. WEATHERING AND TERMITE AREA 15. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR THE INSULATION AS REQUIRED? IN SECTION R302.0 FLORIDA RESIDENTIAL CODE. WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 51 SQFT, IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY 4 WOOD FR 11"IE OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUC-r1ION-NOTIFY ANNAM CORP. IF CONFLICT EXISTS. A14 GENERAL NOTES 13 14 ; 16 z • Q Z �g� Nn W �1 Q W �7 N ®p 0 m d I 0 NA W ul cqf€� 0 �U j �m - U M a c L n n m ? m ■anapp^ r O ri 00 egg q�k a r^ttst N a • $ N K q 01 aI 01 P W ' E « 1 7 (7 z n �° J zo a LL B< =m -- �J -0 Z Zi o� 0 o H Cn Iti � G �CD e`S LL_ a i= o F . Q z E C) w W 0 O z - O�, ZD C) k L) us -own by. MOH oject Ad ROGRESS _RMIT No. File NO.: DATE REV. SET HVN i07 07-10-18 l� 07-18 Sheet No: Ail �IjI C ��o t A of — "heels I 2 3 4 5 6 7 8 a K J H IVD G -1 1/4 99=1 '—Ott IG F IN i m C a 0 S e a a e u SECOND LEVEL 0-0 OECzRESS 1? 13 14 15 6 WALL TYPES GYPSUM BOARD ON BOTH ONE OF IR 2LAYER 0 4 ST DS/@ 6 O C. AT BEARING3 ' OR 6- METAL STUDS�WALLS. O.C. O ONE LAYER OF 5/8" TYPE "X° GYPSUM BOARD ON 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) 043 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. OF ROOF BELOW NOTE: NO GYP. BD @ INSIDE OF CHIMNEY ONE LAYER OF 1/2" GYPSUM. BOARD ON 1-5/8 METAL FRAMING @ 16" O.C. W/ R-11 INSULATION ON INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" CONCRETE BLOCK. W/ CORE FILL R-9 INSULTION „ 5/8' STUCCO ON 8 CONCRETE BLUCK, GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "Wl" MISC. NOTES: TYP. I. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED, 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 6011 ABOVE FLOOR OF TU5 OR SHOWER 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS 5, ALL FIX GLA55 SHALL BE 1/411 THICK (UN.O.) 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE P/4" THICK a WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. 1. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING ' THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE (0.48 mm) SHEET s STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS F INTO THE GARAGE WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 5.-I SQFT, IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54 ABOVE THE FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS 5EFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. f' ■ ■ ■ ■ ■ ■ ■I I I I I I I HEN I Z=1■ ■ i ■ ■■ ___ _ --- - - ---42" ■ 1 NAND RAIL TO 24em sham REJECT A 411 SP14EIRE TYR r I LINE OF ROOF BELOW v _ I _ � � sae0 ■ i e 1 B AT H2= 1 I M. BEDRM _ i 0 I COVERED n ❑ EcEss 1O'-0" GLCx o] BED RM 2 r BED RM 3 r 1 ■ BALCONY N wi 12° TRAY „, i i 9i_0n ° 51-0" 8" _ — y , I �ai� ti ' vj t211Pa0 W/ f , 2a80 2a60 ■ I c r IL m 31_4" ar_10n 2-20W n IT1_b° n 4'_1 IR" , 8, ■ 12'-0" 1, 42" �ID IL TO g e V BATi-i 3 B O REJECT A 4 SPHERE TYP. —_ — `" :n 42" NAND RAIL TO I I / � � � I O � i I v i _ 3.REJECT 2" 3'_411 A 4" SPHERE TYP. — — — — ■ I I a I I ■ ■ ■■ ---- -- ■ .III _ 1 IQ H1 1 I N 1,p Yt`Y I I I I I I I I I I I ■ I - 11 J II St :J 101_QII JJ I I I 1_ 11 I I I I I AI_/_" �! V IL'1011 0 M I �s BATi-i 2680 61 42" HAND IL TO 4 I I ■ (� O I I I I PHECEA �J D A-1 1/4 Of= 1 "-0" 1 THIRD LEVEL 3 Mao] U 4 1 5 1 6 1 7 1 8 1 9 1 10 4 FILLED CELLI COLUMN MAX. 32" SPACING G14 GENERAL TOTES 12 13 14 15 1 16 M x a m m L m n w � m E c7 go d N 10 to K P S � O P V �h t1 7 n J ® LL U m CI .. �u xw -0 i wz z � I _ O `E G r° 0 u b© n O 'E Li Ec 6 1-_1 ao � o d W u4 fat ' Z A . =O U E Uf O W 1. Ui N O � m � � 6 FUN, DATE DATE PROGRESS REV. 1 07-07-18 PERMIT SET 07-10-18 C t Sheet No: , 0 A of --sheets N NEOPRENE CLOSURE SEALANT BATTEN WATERPROOF MEMBRANE 2 3 HIP/RIDGE COVER FASTNER CLOSURE STANDING SEAM ALUMN_ ROOFING J \.PLYWOOD .SEE 'S' M*6 L-1 HIP / RIDGE Y� _.I ELEVATION MATERIAL5 KEYNOTE SYMBOL DESCRIPTION O ALUMINIUM ROOF OZ EXTERIOR WALLS ID/ SMOOTH STUCCO < 12" SQUARE COLUMNS RAISED STUCCO BAND d SURROUND 0 DECORATE SILL t HEADER ALUMINIUM LOUVER DECORATIVE SHUTTER DECORATIVE CONC. SIDIWs LOOK G f- D I STANDING SEAM ALUMN_ ROOFING 26 GA. GALV. METAL VALLEY FLASHING 2 FASTNER AT 12" 0. - STANDING SE ALUMN_ ROOFING %4L if 4M—O z 3/4" CDX PLYWOOD SHEATHING COVER L-4 VALLEY DETAIL N.T.S. °ST V_ R W/ 2" STdPRLE TRUSS ATE) (SEE I (T1 A A-1 REAP ELEVATION 1 2 3 0- 7 I 8 I 9 I 10 1 STUCCO 26 GA.ALUMN. COUNTER FLASHING DETAIL SHOWN FOR WOOD FRAME CONSTRUCTION - ETAIL SIMILAR FOR BLOCK CONSTRUCTION SEALANT ALUMN. "L" FLASHING NEOPRENE SPACER ROOF CLIP STANDING SEAM ALUMN_ ROOFING L-7 FLASHING DE �'AIL. FN.T.S. 11 12 ATTACH RAILING FLANGE TO HOUSE W/(2) E06"x1 I/2"TAilC NS 2"x2" ALUM.TOP BOTTOM a VERTICAL RAILS (VERT. 6 48" O/ MAX) r 13 FASTEN VERT.RAILS TO CONCI. SLAB ALUM. SHOES FROM RAIL MFR W/(4>S/16"x 1-1/2"TAP ONS L-10 ML ATTACHMENT N.T.S. NOTE: VERIFY W/ OWNER FOR RAILING STYLE TOP OF PLATE TIE BM. n TOP OF TIE BM. 0" m +34'-0" _ (42'-0" IV DJ 0 ' 3rd FLOOR vil VEL CLG_ LINE 51 )OR i D FLOOR e n TOP OF 3rd FLOOR m +2$5_ S = (33.0 NA ) � -- 2nd LEVEL CLG. LIN e +23' 1310 NA J 0 r 12 IS TOP OF TIE 8M. 1 Ki g +12'-0" = (20.0 NAVD) \_ n 2nd FOOR PLAN +11'-0" _ (IS-0 NAVD)`r e OIQ TOP OF GROUN FLOOR B +0'-0" = (8.0 AVD) - =-- 1 A5.1 1 F) ■ V.6" 0 m m 1 EXTERIOR TRIM PROFILES 12 STUCCO LOUVER LOOK IN A-10 FRONT ELEVAl'ION 1/4 "=l '_0 10 11 12 1 map . e0_ LOWEST BOTTOM OF _STRUCTURE MEMBER n 0 +8-2" _ (16.11 NAVD) OR 01.54 NGVD) 13 14 5 16 Z J" 0 M W N vim 0 < ogi 40- 0 Vi N4 hx x 0 No a l L. m n 6 04 C4 E W P s� w Z Z w h - P zo ZK U Q LL � J wu �u = w D O O Z "' < o a E °o �0 b � n cr 3 z <s s� _o S 5S� LLJ g$= S =9 o i- � oletl (" h j O:f_q Lu w E En W o En " = o 3 CIO U D Q L INTST Sheet No: A of --sheets 4 I 5 I 6 I 7 I 8 I g ML 2 ELEVATION MATERIALS KEYNOTE SYMBOL-. DESCRIPTION I ALUMINIUM ROOF EXTERIOR WALLS W1 SMOOTH STUCCO 12" SQUARE COLUMNS I> RAISED STUCCO BAND 4 SURROUND DECORATE SILL 4 HEADER Ob ALUMINUM LOUVER DECORATIVE SHUTTER DECORATIVE CONC. SIDING LOOK JK Ii - OQ TOP OF TIE 15M. ® +34'-0" � TOP OF GROUND FLOO4 LEFT (NORTH) ELEVATION 2 3 4 7 8 I y 10 11 12 1 A TOP OF TIE 5M 12 13 14 15 16 Z 0 0 z < V) w NN Q� D 0 0—m r—i a0 • 0� ' V) 6x 0 D Nm IL LL u U Sheet No: cop.� GAS - of --sheets N m K J c I E7 E TOP Or TIE 5M. 0 34'-011 ' TOP OF 3rd FLOOR ak 6 Q5'-011 2nd LEVEL CLG. LINE o 23'-0" 2nd FOOR PLAN ,-& 'm +11,-0'. 'ILI let LEVEL CLG. LINE ,V +91-oil )1= OF GROUND FLOOR 04 ID 40'-O" 'RU 6 7 8 9 10 1 1 12 13 14 mj Mftl Lo 0, Lo 01 Z '7 i'U Z 0 U u 3: -0 z < —7 U, 0 0 0 tiO ,6 LS �XF ■< LjJ m, L_jj E c!S its! O uj IN cn m c) C-0 CD cn 05 Sheef,qu@7 A o --sheets f 71 Phi pia 1-3 A SECTION I 114 of= i P-0" 1 1 2 -10 LOWEST RUCTUf OR (MB4 Z_ 1 14 '7"1" 7 14 Sheet No: (,sD.)74] A of --sheets NMR---- 12 13 14 1 15 1 16 BUI 1 2 3 LA I G N .L I r M L K I� I ,i H 1 " G ,I PRODUCTS WINDOWS (CASEMENT) WINDOWS (FIXED GLASS) FRENCH DOOR (ALUMINIUM) SLIDDING GLASS DOOR r OPENNING SCHEDULE SWING DOORS, OVERHEAD DOORS, FIXED GLASS, WINDOWS AND SKYLIGHTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD BUILDING DESIGN TYPE, SIZE, SPACING, EMBEDMENT PRESSURE EVALUATION AGENCY PRODUCT DESIGN PRESSURE PERMA SHIELD ANDERSEN CORP (2) 3/16"x2- 3/4" TAPCONS INTO EACH CLIP SEE STRUCT. PLANS (IMPACTED) ALL WINDOW SIZES SAME ATTACHMENT WORST +70.0 / -70.0 CASE SCERENO CALCULATED MIAMI / DADE VINYL CLAD ANDERSEN CORP 3/16"x2- 3/4" TAPCONSI 1/4" MIN. EMBEDMENT SEE STRUCT. PLANS (SPECIALTY IMPACT) �10 / -72.0 MIAMI / DADE A -SERIES ANDERSEN CORP #10 WOOD SCREWS IN 2x BUCK 1- 1/2" MIN. SEE STRUCT. PLANS MIAMI / DADE (IMPACT) EMBEDMENT +65.0 / -70.0 - SERIES 8100 WINDOOR 1/4"x2- 3/4" TAPCONS #12 HEAD I SEE STRUCT. PLANS (IMPACT) MIAMI / DADE +65.0 / -70.0 EXPIRED DATE APPROVAL NO. EXT. STUCCO CONCRETE BLOCK SOLID GROUT 1/2" DIA EXPANSION BOLTS AT 16" O.G. N/A FL-1 2496.1 TREATED 2x6 NAILER N/A FL- -lib %i S.1 N/A DOH01-02 FL— 1-,4 26 5,3 L-10 N.T.S. 11 /03/2021 15-0715.05 GARAGE DOOR HURRICANE DAB 5/16"x1-5/8" LAG SCREWS EA. BRACKET SEE STRUCT. PLANS 02/20/2020 CONCRETE MAsoN MIAMI / DADE (MASTER IMPACT) +56.0 / —64.0 17-11t�8,3o STUCCO FINISH CONT. SEALANT-- PRODUCTS MODEL N0. MANUFACTURE METHOD ATTACHMENT METHOD BUILDING DESIGN EXPIRED DATE ANDERSEN — TYPE, SIZE, SPACING, EMBEDMENT PRESSURE APPROVAL NO. CASEMENT WINDOW EVALUATION AGENCY PRODUCT DESIGN PRESSURE ENGLERT ALUM. STANDING SEAM. - LOC 1"S.S. +/- 128.4 08/23/2021 MODEL 2000 TAS112 FL-127512 MIAMI DADE G — 1 O ROOFING UNDERLAYMENT OVEN CORNING _ THE UNDERLAYMENT SHALL BE INSTALLED NA, 08/23/2021 WITH MINIMUM 2 SIDE LAP AND MINIMUM WEATHERLOCK METAL MIAMI / DADE 4" END LAP. FL-9777.7 N.T.S. STUCCO NA. NA. STUCCO ON METAL LATH +/— 49 NA. MIAMI / DADE NA' 1/2.. GYPSUM BOARD ON FOIL B APQ r INSULATION . i I"x-MFIRING F MK SIZE/ MODEL LOCATION COUNT MANUFACTURE GLASS DESIGN PRESSURE 1880 FRENCH CABANA O ANDERSEN - SEE PRODUCT APPROVAL AND SHOP DRAWINGS BY � PR 3080 FRENCH FLEX AREA 1� ANDERSEN 3/I6" IMPACT E � 0 E Q z �o W �x a GUP 1'S QUALITY GLA56 t MIRROR PR 3080 FRENCH ENTRY DR l•) (D ANDERSEN 3/I6" IMPACT 4 ❑ 16010 SLOG G5 DR OCEAN R1 3/Ib IMPACT AC7 ❑5 (2)288m FRENCH FRENCH BED ROOM 3 (D 3/16" IMPACT © 1080 SLOG G5 DR MASTER BED RM 0 ANDERSEN " " 5 55] D I= 16 -0 x8 -0 OH. GARAGE ® DAB 0b ❑❑ MK SIZE/ MODEL LOCATION DIM, COUNT MANUFACTURE GLASS DESIGN PRESSURE ATTACHMENT ATTACHMENT 1 (1/4" TAPCCNS) ATTACHMENT 1 (1/4" TAPGON5) ATTACHMENT 2 (1/2" EXR BOLTS) ATTACHMENT 3 (1/4" TAPGONS) C A C25 FOYER !FLEX AREA (4050) ® ANDERSEN IMPACT IMPACT IMPACT SEE PRODUCT APPROVAL AND SHOP IW-6 BY G"'S QUALLITYDGLLAASS 6 MIRROR B CI5 CABANA, BEDROOM 4, 6 M. BATH 0050) b O CX15 WITH 24 INCHES TRANSOM ABVOVE OCEAN RM, LAUNDY , DIN RM (2850) W/ (5420 TR5M) ® moll ILI O CX25 WITH 24 INCHES STAIRWAY, (5050) W/ (D IMPACT TRANSOM ABVOVE (5020 TR5M) ® z IMPACT E CXI5 POWDER ROOM <2850) OIMPACT O 5-4"X 1'-4" FIXED BED RM 4 IO O CNI45 WITH 24 INCHES TRANSOM ABVOVE KITCHEN f 1544) (1820 TR5M) O OU O Q Z IMPACT IMPACT H O CI5 WITH 24 INCHES TRANSOM ABVOVE BED R1 4 2 050) (4820 TR5M) 2 O 4'-0"X 6'-0" FIXED MASTER BATHRI 2O IMPACT IMPACT U 4'-0"X 6'-0" FIXED MASTER BATHR'I 2O A `TEMP. GLASS NOTES: � I. PROTRACTOR i0 ONVERFYA PEN ALL DOOR AND WINDOW OPENING PRIOR TO CCN5iRJCTION 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS. 3. PRODUCT APPROVAL INFOWATION ( INCLUDING ATTACHMENT) IS SUPPLY BY THE MANUFACTURE ANdAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH IWOR•1ATIOR IMPACT IMPACT '�T K CXWI5 STAIRWAY (3050) O L CX25 BEDR12 (5050) O Cm CX35 BEDR 12 (5060) I A — 4 EXTERIOR OPENING SCHEDULE "=1 '-O" 1/4 1 2 3 'I 4 5 6 7 8 ATTACHMENT ATTACHMENT 3 (1/4" TAF'CONSJ DOOR RECESS DOOR STOP DOOR - SEE SCHEDULE DOOR TRACK BY DOOR MFR GARAGE DOOR JAMB 3-3/4" 3-3/4" VxPTFURRING ' e a v 5/8" GYPSUM BOARD ON FOIL BACKED y INSULATION .d . 2"x P.T_WOOD BUCK CORNER BEAD 5/8" GYPSUM BOARD CONT. SEALANT 1/4" SHIM SPACE ATTACHMENT I EXTERIOR DOOR ATTACHMENT 3 WINDOWS 2x4 PT. BUCK ATTATCHED WITH 2x4 PT, BUCK ATTATCHED WITH 1/4" x 3-1/4" LONG TAPCON TO CONC. 1/411 x 3-1/411 LONG TAPCON TO CONC, ATTACHED DOORS WITH 2" 12 5REW ATTACHED DOORS WITH 2" 12 SREW DIRECT TO BUCK AT b" FROM COWER DIRECT TO BUCK AT b" FROM CORNER 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 2xb PT. TO CONCRETE WALL WITH Ix(o PT. BUCK ATTATCHED WITH I/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 b" FROM COMER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. L-14 OPENING ATTACHMENT N.T.S. NOTES; BACK CAULK ALL THE WOOD BUCKS (TYP) ALL EXTERIOR DOORS AND WINDOWS WITH CONTINUOUS BEAD VALKUMP SEALANT. CONT.SEALA MARBLE STOOL SET IN GROUT BED ANDERSEN CASEMENT WINDOW 1/4" SHIM SPACE CONT. SEALANT _ 5/8" GYPSUM BOARC ON Ix P.T. FURRING R-42 FOIL BACKEC INSULATION CASEMENT WDW. HEAD G-14 N.T.S. p� � is .. • ,I un��i�,lill � v IIIIIII� - CASEMENT AT CONCRETE WALL CONT. SEALANT 2"x P.TJWOOD BUCK I" RAISED STUCCO BAND REINFORCED WITH GALVMETAL LATH CONCRETE SILL CAP WDW. SILL of ��i♦ its _ I�tt� is - f 4t1 �tt V A � R D-10 FRENCH DOOR JAMB D-14 FIXED WDW. SILL N.T.S. N.T.S. HEAD, JAMB SIMMILAR 8EE COMPRESSIBLE FILLER DTH@2-m2 M-SWING DOOR emILAR SEE 8CNEDULE SEALANT -- CONCRETE ei_ B CONCRETE MASONRY SNCCO FINISH — CCNT.SEALANT— IHxP.TFURRING IR" GYPe1M BOARD ON FOIL BACKED MBULATION 2N P.TIVOM BUCK IR" GYPSIM BOAR CONT. SEALANT 1/4" S m SPACE A-10 FRENCH DOOR SILL A-14 FRENCH DOOR HEAD N.T.S. N.T.S. 9 10 11 12 13 14 15 16 Z 0 Z 0 naQ �� o $ N $ 0 $7i c. 0Z �Z�- F N> O< �0 "mm ° �` u U M a c r y IL L a n o d N ,G N -6a K 10, % v ry ` W J Z W M HZ : F J �u = w D 0 Z a Z of .�0 °o M C H 0 C� J LLJ %is Q G w o r-r-CD V Q Ec� BM Q.v �i F Q o o E N W 3 a� O O V) CC..) M < N D Drawn by MOH HvN Project No. Cadd File NO.: Sheet No: A of --sheets 1 1 1 i /T c� � I � C) 10 t2" TOPPING (BY G.C.) SECONDARY POUR ^ N I (BY G.G.) .� BAR CAST IN BEAM AT • �. 6" U.S. 4'-0" O:C., #3 BAR CONT. AND #4 x 1 -6" LG BAR 31 2"t3 4" BRG. GROUTED IN CORE, ONE y PER PIANK.(BY G.C.) 8" MASONRY WALL BEYOND W/REINF. (BY G.C.) 5EGTION M SCALE: 3/4' = 1 -0" SECONDARY POUR (BY G.C.) IL BAR CAST IN TOPPING 32" TOPPING (BY G.C.) 44-0"'O.C., AND •: t-6" U.S. #3 BAR CONTINUOUS. LS LAP VARIES (BY G.C:) B" MASONRY WALL W/REINF. (BY C.C.) 2 SEGTION _ SCALE: 3/4" = 1'-0" #2" TOPPIN (BY GC.) .. x 04I3AR CCW, J 8" U.S. \ ` e" U.S. 3 1 2"* 3 4" BRG. . • LAP VARIES I CAST W/ BEAM WA 04 BAR CONT. IN 4" SECTION CONC. BEAM , ��• #5 BAR CAST IN BEAM AT W/REINF..(BY G.C.) •f:.• 1 AND #O.X..1jY6BAG BAR. GROUTED IN CORE, ONE PER PLANK. (BY GC.) 3 5EGTION L SCALE: 3/4' = 1'-0" i .GROUTING BUTT JOINTS (BY G.C.) t2" TOPPING t2" TOPPING (BY G.C.) 4(BY G.G.) IVARIES STEP DOWN (BY G.C) 4 5EGTION SCALE: 3/4" U.S. f2" TOPPING (BY G.C.) CAST IN BEAM AT 3 1 tt2 t 3/4" BRG. #4 BAR U.S. 4'-0" O.C., �13 BAR COW. AND #4 x.1 -6" LG BAR GROUTED IN CORE, ONE ' C� PER PLANK. (BY G.C.) 8" MASONRY WALL W/REINF: (BY G.C.) s 5EGTION - SCALE: 3/4" = V-O" L, 1 � k SECONDARY POUR (BY G.C.) ^� it -- #4 BAR CAST IN TOPPING -� TOPPING G.C.) 4-0 O.C., AND ." �8" U.S. #3 BAR CONTINUOUS. , (BY G.C.) •:y ,.:. LAP VARIES 8" MASONRY WALL G W/REINF. (G.C.) 6 5EGT ION SCALE: 3/4" = 1'-0" GROUTING BUTT JOINTS (BY G.C.) Bt2" TOPPING L] tt"GYPCRETE (BY G.C.) (BY G.C.) OO ` OO 8" U.S. 8" U.S. LAP VARIES LAP VARIES 8" MASONRY WALL W/REINF (G.C.) A -t SEGTION SCALE: 3/4- = 1'-0" 2 D T _ LEVEL HOLLOW CORE & FRAM. INN 1/4 TOP CF BEAM TOP OF 5EAM KI FV. 9'-10" I EL. 10'-2" NOTES VERIFY ALL MASONRY E WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS 5EFORE CONSTRUCTION. ALL STEPS FROM MAIN FLOOR TO 5ALCONY WILL EEE ADJUSTED ON FIELD BY BUILDER TO ACCOMODATE THE DRAIN SLOPE AND FILED CONDITION. S" 8" 2� 5 MBAR CO T. r,; 4 w �r 03 HAIRPIN 6 12"OG. S-6B z Z S GROUTING BUTT JOINTS p .� (BY G.C.) m (BY G.C.) I Q LLI y� ii N J `y D O N$ zv . 8" L.S.TgRG3 8" U.S. �0! H a 03"f 4 1 f 1. 2" BRG. p dm OOKED BAR CAST IN U U0 MASONRY#4 4'-0" O.0 &8" BAR HORIZONTAL INW/REINE. (B, ONE PER PLANK. G.C.) M 8 SEGTION SCALE: 3/4" - 1'-O" i LINTEL SAFE LOADS TABLE (CAST—CRETE) MA L OF LI "` GRAVITY UPLIFT LATERAL LINTEL TYPE A 3'-4" 2231 1569 1363 1025 765 8U8 8U8 5 4'-0" 196 C 4'-6" 1599 1207 592 8U8 D 1 5'-4" 1217 1016 411 81-18 E 5'-10" 1062 909 340 8U8 F 7'-6" 743 727 424 8U8 G, 9'-4" 554 591 326 8U8 H 10'-6" 475 530 284 8U8 BEAM SCHEDULE CO = CONCRETE TIE BEAM WE3 = WOOD BEAM BB = CONCRETE MASONRY BOND BEAM STL = STEEL BEAM LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM PIARK SIZE TOP STL BOTTOM STL. MIDDLE STL REMARKS G5-1 8" x 12" 2- # 5 2- # 5 - STANDARD TIE BEAM MAY POUR DOWN TO TOP OF WINDOW *ADD 2#5 CB -IA 8" x 12" 2- # 5 2- # 5 _ #3 HOOPS 0 6" O.C. CB-2 8" x 30" 2- # 7 2- # 7 2- # 7 #3 HOOPS 0 6" O.C. -- -- CB-3 8" x 18" 2- # 6 2- # 6 2- # 6 #3 HOOPS 0 B" O.C. — C5-4 12" x 30" 3- # 7 3- # 7 3- # 7 #3 HOOPS 0 12" O.C. - 12" x 24" 3- # 9 6 # 9 IN 2LAYERB #4 HOOPS 0 8" O.C. GB-b 16" x 36" 4- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. ©' 16" x 28" 4- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. C - 11 16" x 18" 3- # 6 3- # 6 3- # 6 #3 HOOPS 0 8" O.C. 3- [G8 8" x 28" 2- # 5 INAYERS 2 L 2 # 5 #3 HOOPS 0 6" O.C. C -'3 8" x 18" 2- #6 2- # 6 #3 HOOPS 0 8" O.C. 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 #3 HOOPS 0 6" O.C. CANTILICER BM GB-12 8" x 24" 2- # 7 4 # 7 IN 2 LAYERS #3 HOOPS 0 6" D.C. C5-13 8" x 24" 2- # 5 2- # 5 2- # 5 #3 HOOPS 0 12" O.C. CB-14 8" x 16" 2- #5 2- # 6 #3 HOOPS 0 12" O.C. L6_ 8" x 8" 1- # 5 PRE -CAST LINTEL I. ALL LINTELS TO SE 5Y CAST EjETE AND POURED SOLID W1 sLOCK AND BEAM ASOvE 11) 14 15 16 a o as R Yj \ gm < m � ' 0 U N 1 N _j 0 m r $t K P ?' h P 'I 0 IA, I.9 � LEi Iry 2 m., 1�1 aj h 10 7 O (T1 kK W j Q LL ,$ _j W aUa I W O 0 O Z a �O M d ` O WCL ORai E •v � F ry LL. W E J W G O � ryA o Ln 3 rn N] � Sheet440 c, r of sheets 1 4Tti..�lfi 2 3 4 USP TRUSS ANCHORAGE SCHEDULE OR EQUIVALENT HARDWARE PRODUCT N ESCRIPTION UPLIFT Lbs REMARKS LATERAL Fi LATERAL F2 10d COM NAILS A20 V5U (6) 10d 980# 590 660 A20 (9) 10d 1480# 590 660 C USP HTA20 (10) 10d 1500# 590 660 D USP HTA20 (1) (10) 10d 1650# (ONE PLY) 590 660 E USP HTA20 (2) (10) tOd 3230# 1180 1320 EACH STRAP F USP RT16 (8) 10d E.E. 1030# 645 650 G USP RT24T OR RT24TF (5)16dE.E. 900# ADD 2-16d.TOENAILS FROMTRUSS TO WOOD BEARING 500 50R H USP RT24T OR RT24TF 8 16d E.E. O 1255 # ADD 2-16d TOENAILS FROM TRUSS TO WOOD BEARING 500 500 I USP HTT22 (32) 10d 5370# (1) 5/8"x 12 E.B. - - I,_. J USP USC OR EUSC (8) 10d E.E. 11150# (4)..3.4" x 6" e.b. AT .BEAM - - K USP HTR16 (2).. (6) 1Od 1760# 1 STRAP EA. SIDE OF TRUSS 1180 1320 L USP LUGTC2 (20) 1Od 1350# (10) 10d TO TRUSSES, (8)IOd TO TO STUDS & (2) 10d TO PLATES 575 575 M USP MUGT15 (20) 10d 1350# 10d TO (2) SES, ( )PLATES 10d TO (1 )STUDS 3965 3965 . & HARDWARE SHALL BE MANUFACTURED BY USP LUMBER CONNECTORS COMPANY AND INSTALLED N ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (RE: 2M UPS CATALOG) PRRS MAY BE USED F STRAP SIZE, GAUGE AND K UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED. Notes: 1. Where more than one strap Is used, multiply the uplift capacity by the number of straps. Example: "of straps 2D Mark 2x12401bs = 2480 Ibs uplift capacity 2. The uplift for each truss/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 I to 1300 Ibs). J 4. All truss to wood connections to be MARK 1, 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 4 lateral load capacity maybe suE'75tituted W/ engineer's approval. GABLE END TKISS (IF AFPLICA15% SEE ROOF FLAN PROVIDE VS" SPACING m' AT PANEL EDGES APA 40/20 3/4" I, C-D PLYWOOD SHEATHING / `Pi WOOD 224" O//G FPLAN) C7 D C P) A 5 1 6 1 7 1 8 LATERAL BRACE :4& 6• TYP- WOOD TRU JES (15 MEMBERS PERMANENT WEB DIAGONAL CROSS BRACING 9 1 10 BRAG I NC NOTES: PERMANENT 2' X 4' DIA60NAL BRACING IN THE PLANE OF THE NEAREST WEB MEMBER CONNECTION WITH (2) - 16d NAILS IN EACH WEB IN AT LEAST (5) TRU55ES AT APPROX. 46 OESREE ANGLE. (RER HIB411, Fig. 31, 36 4 ". PERMANENT BRAGINS IN THE PLANE OF THE STRUGTi1RAL BOTTOM CHORD OF THE TRU55. COW EGT WITH (2) - 16 d NAILS IN EACH TRUSS (ROOF ONLY). LATERAL BRACE 2x4 BRACING TO BOTTOM CHORD WI 2-16d NAILS TO THE TOP OF EACH TRUSS L-5 PER ANET BRACING N.T.S. IN THE PLANE OF THE WEBS THIS STATEMENT 16 TO CERTIFY THAT THE MAXIMUM UPLIFT FOR ANY ROOF MEMBER IS LESS THAN OR EQUAL TO UPLIFT CAPACITY OF THE ANCHOR S,PECIIFIED (SEE TRUSS ANCHOR SCHEDULE) LATERAL WIND LC'ADS FOR TRUSS CONNECTIONSHAVE BEEN DESIGNED BY RATIONAL ANALYSIS FOR THE ACTUAL LATERAL LOADS AND DO NOT EXCEED THE ALLOWABLE LATERAL LOADS LIST ON THE STRAP CONNECTION SCHEDULES INCLUDED ABOVE POURED SOLID W/ BLOCK AND BEAM ABOVE MAXIMUM LATERAL LOADS AT ANCHOR SPACED 24' PERPENDICULAR TO WALL = 4430 LBS PARALLEL TO WALL = 360 LBS o � isau'9' e r Ak � irG PROVIDE 2x4 BLOCK • \ .. .. '` -•"`: ALL PLYWOOD SE 5 BETWEEN IST (3) TRJSSES NAIL SEAM W/ I O/C ��� ATENG RAL BRACIF -LATERAL ' EACH SIDE OF SEAM4 \ (SEE TYP. WALL SECTION) e w ��. NAILING SGNFDULE (SLOCKNG DIMNRA V _ I/16" SPACE AT Eo,SE NAILING I04d • 4. OZ. io PANEL ENDS INTEVelliPIATE NAILING 10d • 4" OL. "­ (( 5OLND' NAILING 10d • 4' OY.. ,74a. END BLIJCs o ryAILNG 10d 4" OL..: SE14ND FASCIA 5OND BEAM OR TIE BEAM (SEE TYP. WALL SECTION) KTS F1 CABLE END DIRECTION OF UJD. TRUSSES OR FRAM'G. 24" O.C. DIAPHRAGM BOUNDRY PL r1U000 FLOOR/ ROOF 6145AR O1AF 14A0M SCNEOULE PANEL FRAM'G. TRUSS MIN. PANEL NAIL AGI COMMON REMARKS 0 DIAPH !BOTHER GRADE SP ,G. THICKNESS BouNDRiEs ANEL EDGES NAIL SIZE ROOF APAATRNATEr> 2'-0" 3/4" 4" e ZONE 1,2 4" s ZONE I LOCKED DIAPHRAGM E'A I MAX. MIN. 10d UNA. ON PLAN 411 m ZONE 3 4" sa ZONE 243 APA RATED 4G GLUE AND SCREWED UNo. ON PLAN 1 2 3 4 (7 A-5 z�j 1/4"=1'-0" 5 1 6 TOP OF BEAM 9 EL. 34'-0" - I 7 ;::: ■ ■ ■ CB-14 ■ � Ill I I 2'_ T 12 e I t � �{ — ---- --111 GB 1 ■ I I I I I �. I I ■_ III 1 I I I I I I I I i 12 IT 15 THE RESPONSIBILITY OF THE BUILDEPRIER50145 0' / INSTALL ADEGUATEBRAGINry TO PREVENT TIOPPLIN& Or TRUSSES. FOLLOW ALL APPLICABLE RECO+eVATION5 IN TPI PUBLICATION 13 f 14 1 15 1 16 FNEUIAT1C; FA5TENEfR LEG NE) It " z z >0 ~�M NOTE: ALL FASTENER AND NAILING TO BE STANESS STEELUy M aN F U N PNEUMATIC FASTNERS — iTW RAM5ET / REDHEAD $ APPLICATION t' �0 0 SIZE TYPE SP4CIN[s REMARKS 4 Oo MTL STRAP TO CONC. 1/4"xl-3/4" 1-- BLOCK OR TIE BEAM FER STRAP �a 0 D N~ox Nm �` NON BRG. WALL SILL 300 HD S 5/32" DIA. SHANK SERIE t V tJ PLATE TO CONC. SLAB 1/5" WASHER 12" O.G. WA4EA0 W/ " R " 1524 SO m. AND KNEEWALLS IVLONG LOGO STAMP METAL LATH 4 WIRE FASTNERS - PNEU—FAST CO. rr 11 M APPLICATION SIZE TYPE SPACING REMARKS. WIRE LATH MI 1 1/4" w/ .101 - 1 s De LAPS K PENETRATION 9"APART 16 GUAGE W/ 6" APART SEE SFBC SECT. 3/8" RIB MTL. LATH MIN. 1 1j4" " 101 - J SIDE LAPS 35023 PENETRATION 9" APART 35041CGXbb) IL c METAL ROOF TILE6 — ATLAS COLLATED NAILS .` m m L APPLICATIOt SIZE TYPE SPACING REMARKS 2x1" PANCAKE GALV. PER TiLE SEE F.R.C. 201 METAL ROOD WOOD SCEW ORMANFU SEC. Rw53.5 PHILLIP- SEALENT S.STL. SPEC'S AND SM3b � �. NOTES:: ALL FASCIA AND DRIP EDGE NAILS SHALL BE 316 STAINLESS STEEL 0 6 ROOF/WALL SHEATHING —ATLAS COLLATED NAILS _ N APPLICATION SIZE TYPE SPACINGS REMARKS a a K 3/411 ROOF SHEATHING 3" x .148" ad S.S. ROOF _ 4" - a 3/4 WALL SHEATHING 2 i= x .131 RING EDGES - 4 SHANK III t>) ALL ROOF / WALL SHEATHING NAILED 411 O.C. Q I� I7 NOTES: I. HAND NAILING MAY BE UBEp IN LIEU OF POWER DRIVEN FASTNE 2. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, W o J ANCHOR SHEETS, ASPHALT SHINGLES OR TIN CAPS. STAPLES SHALL NOT " BE USED FOR THE ATTACHMENT OF ROOF SHEATHING TO ROOF FRAMING MEMBER 5 (, Q j 3. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS ��1, ( Z TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS. w�w,, W P U 6 4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED. o ` Z0 a 0f d � Q 1 y G14 GENERAL NOTES 2250 D ' I 2150 TOP q� BEAM r. E -0• I 0-1 1CYP. 4P NOTES D 2 ALL MASONRY FILLED_99LL V-0" MAXIMUM SPACING 2250 I OF FR AMING NG v"..:,-` 7 8 9 10 1 1 1 2 1) 14 Q \120 iii L:B-1! Q C z ME Ya� G !$ ry LL 5 EEC � o L 9 Li Z C> W E Oxz'0 j W w � N C3 o g) 3 � f W D _< us Sheet opN �� -� of -sheets C 4 5 6 g g 10 j i'I 1� - w.;14 I`: 16 0 z � m 0 �N N STANDING SEAM METAL ROOF Hn m Cq 3s%" METAL PLATE Q W �a N N 2x6 SAFEGUARD TOP tot= < BOT. MIR 4"a WEDGE ANCHOR D..� TOP BARS TD. OOK Mlhl 4" EMBED r \\ ow'^ ll4" COUNTERSUNK 36x DIAM. 3�s" VERT. METAL (25 gaJ INTO CONCRETE Ib --� 0 m� SCREWS (1 EA. PICKET) FIRST S IRR P STUDS a 16" O/C " SEE ANCHOR SCHEDULE I ° � Z z w, LAG SCRE 4 a , N o I' ', ROOF PLAN FOR TIE DOWNS �" INSUL. AT SELECTED AREAS Mo �� " 4 TYP. BETWEEN COND. < 0 - ® ALUMINIUM PRE-ENG. ROOF 2X6 TiB. ' u Nm [All L UNCONDITIONED SPACES DRIP EDGE U U Z VERIFY w/ CONTRACTOR m � � � ® TRUSSES • ?4" O.C. r ` L n ' n 1- n 0 SPRAY b FOAM R-22. INSULATION O L z_ 2 130TT. BARS iz GYP. BD. OR M M AT WET AREAS GYP BD. ^ 0 ROOF PLAN VARIES �, ut 2x2 PICKET SPACED TO () - REJECT 4" DIA. BALL. t i L2 L3 08 FRAMING SKEW FROM TRACK 3-5/84, THRU BOLTS 2x8 RS. CEDAR L Q (VERIFY W/ OWNER FOR STYLE) TO STUDS TYPICAL ^ 1x2 RooF EDGE. CEDAR P.T. Ix3 FIRESTOP CONT. - NOTE: LAP BARS IN THE MIDDLE THI OF ANY SPAN A 2 -0" 0}I. - — b 0 MINIMUM OF 36 TIMES THE DIAMETER TH BAR. 4"X 13q" TAPCON m 24" O.C. BUCKE WIDTH VARRIES S"xl?" C�1C. TIE BEAM W w/ 4-5 0 CONT. UN.O. VERIFY W/ TRUSS DWG. a c LL FOR W . OF MEMBER R-11 FOAM INSULATION y� READ CONG. SLAB DECORATE OUTLOOK \ a .; 1/4" COUNTERSUNK SEE ELEVATION R-S MASONRY CORE FILL INSULATION ro (1 A. PICKET) y SCREWS E NOTE: CCNIBINE INTERIOR INSULATION m N LAG RE AN CONG K ?0 D RETE BLOC R a L-5 STEEL PLA EMENT L-7 INTERIOR WALLS L-10 BUCKET FO GIRDER STAIR P.T. Ix3 FIRESTOP CONT. STRINGER R-9 MASONRY CORE FILL INSULATION - N.T.S. NON BEARING WALL 12" BLK RCCESSED 1'a" GYPSUM BOARD N.T.S. N.T.S. ON METAL FRAMING A 16"O.C. CONT.-BAR N w q�q § O " O u 8 CONCRETE n TE a N d i CV HOLLOW. CORE . `'+� .� I 1� I n TOP OF BEAM '? �. »s w ,0 VARIES IEEE PLAN) ®a v 4 4 Se I�` • o .. i K I I� TOP GONT. BARS v 5 AF � U A fRIDT A I L SPLGE AT MIDSPAN E o, NOTE: ONLY AS REQ D SEE BEAMSG EDULES • =• (oil R-IS SPRAY FOAM INSULATION Z E HANDRAILS TO RETURN TO WALL 2-�/8 � TNRU BOLTS �° � �"� � I UNDERSIDE LOORING DECK 0.30 L2 "E" BAR OVER AC. SPACES WILL RECIEVE IY OR END AT TERMINAL POST "G" BAR "D" BAR OR L3 — *3 a CREATE EACH BUSS. � W 030 ms0 GANT. (TYPI AL UN.O.) RA z 030 LI L OR L2 LI OR L2 SPAN 0 DROP CEILING HEIGHT VARIES Y N CsF2EAiER CATER �, °GYPSUM BOARD Z m 8 CONC. BL STUCCO *-4ON METAL FRAMING 16"O.C. n w r° J FLOOR STRUCTURE ai m R-S MASONRY CORE FILL INSULATION 0.125 0J 5 0.125 F u A _ a LI BOTT.. L L2 T. 0.125 BOTT. MM.r4'-8P(S£E FOUND. PLAN R-II FOAM INSULATION Cr-tea J HE OR GONT. " GONT. L2 GONT. FOR SIZE a LOCATION) ' W z GIRDER TRUSS 6° MIN V, - Ii4" STEEL TOP fE w/ I/?' BLK RCGESSEC3 Z O � (2R. +TR - 24 TAD 25) B BAR o 1.2" + 72" +IPA" = 24.4° MIN. MIN. BARS '44" FILLET WELD FIN. GRADE — —WOOD BASE o CANTILIVER ALL AROUND T.S. COL. FIN FLR • - SPAN ELEv. 0'-m1 \ 2x TREADS LI L -7� L2- L3 I L - a \ WAILED AND E " GRADE BEAM G f5 F ET IN MASTIC NOTE: "D" BAR5 ARE TO BE USED AT BOTH ENDS OF A SPAN UNLESS "D" BARS \ FROM ADJACENT SPAN ARE GREATER OR "G" BARS OR "E" BARS ARE REQUIRED \ FIN. FLOOR 2x12 STRINGER \ NOTE: CONCRETE PILING 1 (/) \ STIRRUP LEGEND SEE PILING PLANS \ VERIFY FINAL DESIGN & i30LT HOLES v BEAM REINFORGINC �_�� Q �3� 3/c = CEOs® AND LOCATION WITH FINAL TRU66 ENGINEER N.T.S. ' M v r s F y P.T. 2x4 BOT. fl000PS I_t_I N I PLATE OR s APPV'D EQUAL.{ All `-4Eel F- 0 BEAM REINFORCING DETAIL G-10 BUCKET SEAT F14 TYP. WALL SECTION N.T.S. N.T.S. � _ col 1 4"=1 '-0" 36" H. STAIR RAILING W/ PICKETS AT 4" O.G. MAX. STYLE AND DESIGN AS SELECTED BY OWNER 1 TYPICAL I °R STAIR & RAIL DETAILS p 5IMP50N LT612 S1 RAP NAILS E_LEV. EXISTING 2ND F OOR u- IZYTOP of 2ND FLR - - - - — - — - - - - - - �, N.T.S. TO BACK OF LEDGER W/4 106 NAILS ICDp F AND W/4d NAILS TO TRU58E5 10 oW 3 III u 2"x6" JOISTS AT LANDING i 7 n U 2x(o LEDGER W/ 4 x3 T PCON AT 16 o:C. I ¢ W D u T PROVIDE FIRE STOP AT i"11 POINT 4Y AT 6 D.C. STAC�CsD i4 I OF EACH RUN OF STAIR CONTINUOUS BARS m EXTEND To (TYPICAL TOP AND BOTTOM) Y' WITHIN 1 1/2" OF FORMS FOR BEAMS, m I - — - — — - — - 2" FOR FTGS 4, SEE SCHEDULE 2 2 g 12" C SIMPSON LUS28 OR EQUAL AT EA." .STAIR Drawn by. _MOH. AT CONTRACTORS OPTION, PROVIDE STRINGER Ia HvN COMER BARS SAME SIZE 4 NUMBEI" FINISH TREAD R AS j I I Project No. SEAM OR FTG WITH GREATEST TOTAL � ----+; AREA OF STEEL IN LIEU OF STD eO- ACI 2-2"xl2" LEDCs L HOOKS LAP BARS 48 BAR? EACH LEG. ATTACHED TCGI� LL W/ I, Cadd File NO.: 5/8" X '1 1/2" L DGE 3/4" CDX.RISER 4 $US TREAD ANCHORS W/ L 1A HERS STANDARD 900 ACI HOOKS ® 12" O.0 STAGG RED SECURED 2x4 P.T. LEDGER BD. E RED TO SLAB 3 W/3" HILTI PINS OR EQUAL AT 12" C/C. 4, DATE —NAIL STRINGER TO LEDGER W/ 16-d NAILS PROGRESS REV. 1 07-07-18 STAGGERED. PERMIT SET 07-10-18 LIZ- - 5IMP50N LUS2(o W/4-10d NAILS ELEv. +m'-o" a D 7 FINISH FLR. s o s s s► a•• s 4 v. s I TO TRU55E5 4 4 10d NAILS - — - TO LEDGER NOTE: AT BEAMS W/ CONIC LL COLUMNS 5ELOW0 COLUMNS 4 LAP 0VERT6 Sheet_ No: HOOK BARS DOWN INTO l�. -- --- �jU �i Q tl d P A-1 CONLR BF A-7 LEDGER DETAIL A-1 2 TYPICAL STAIR DETAIL of --sheets NTS FOOTING SIMILAR N.T.S. AT ROOF TO CONCRETE WALL NTS.gVell ,�_.. "...�� 1 2 7 4 6 7 8 9 10 1 1 1 2 1 3 �� 6 4 5 I 6 7 8 9 10 11 12 1 13 14 15 2 3 a ELECTRICAL LEGEND N g ELECTRIC METER 0 ELECTRIC PANEL A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED W:P. WEATHER PROOF DUPLEX OUTLET M Q TELEPHONE JACK TELEV15ION JACK O CENTRAL VAC. HOSE OUTLET iR WALL 5WITCFI 441' 3-WAY WALL SWITCH 164 4-WAY WALL SWITCH +9" DIMMER WALL SWITCH +X MOTION WALL SWITCH Ql PUSH BUTTON SWITCH -(} 771 WALL OR CLG. MOUNTED FIXTURE- J. BOX-C7}- JUNCTION BOX P.C�1L •'J PULL CORD FIXTURE 13 RECESSED LIGHT FIXTURE Y\ V.P. ® VAPOR PROOF RECESSED FIXTURE I ---I FLOURE5CENT LIGHT FIXTURE FLOOD LIGHTS O EXHAUST FAN CABON MONOXIDE DETECTOR ! SMOKE DETECTOR COMBO OT THERMOSTAT 6T SPRINKLER TIMER �1 & INTERCOM SECURITY SYSTEM KEYPAD MOTION DETECTOR Q CHIME O DOOR ALARM SOUND WHEN Of-NED H r - KITCHEN HOOD qp fl o © DBL KITCHEN Cttl=1 V •L61DER COUNTER r _______r I. -- - -------- fyff re______r , r-DDISPOSAL4 oSWICTH I1 FWANT Hm Ar-F ESL ! - J i �� f fr _ L y t2� - --- -- - I ___ _r r_____ ! , �./ ff T ` _J L -! J I L- .. J I i PANT - I 1 `\ I iy_________. _� r_________ _.._ _ r __ r L._i � PAN I 1 1 �..�\ I if L i J L _J L 1 _J ■■- _ ■ IIIIAF�. ._'� r---- �.----------? - - - ---------- T------1 TO ! AI I I 1 I I 1 1 I JYyI 1! j 1 1 1 1 1 I I L J L J L----------------- J 1 1 1 VERIFY W1 OUNER SOFFIT ABV. FOR ACTUAL LOCATION i I I I I I I I I I I I ■ i --- I I I I I I I- I I -.- IlPA G-5 SECOND LEVEL 1/4 $1`=i' —0" Er F� -ELECTRICAL CONTRACTOR SHALL VERIFY WITH FPEL THE LOCATION SERVICE AND SHALL LOCATE THE METER t PANEL AS REQUIRED. -ALL ELECTRICAL WORK TO CONFORM TO THE 2014 NATIONAL ELECTRICAL CODE -ALL OUTLET BOXES FOR RECEPTACLES, TV ANTENNAS, OR TELEPHONE JACKS IN RAT■D WALLS \ F MUST BE METAL OR U.L. RATED FOR USE IN ONE HOUR CONSTRUCTION. (PROVIDE OPTIONAL CAT-5 HICsH SPEED DATA OUTLETS- ONLY PER OWNER REQUEST) - -ALL BATHROOM AND GARAGE OUTLETS TO BE GF.C.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: j WALL HUNG TELEPHONE 5611 AFF TELEPHONE JACKS 12" AFF ` I NEAR C,5 �NCs LIGHT SWITCHES 45" AFF I F RECEPTACLES 12" AFF J TELEVISION JACKS 12" AFF i II ALL NEW BRANCH CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(5) p 6'-8"AFF -ELECTRICAL CONTRACTOR TO CONFORM WITH TELEPHONE CO. REQUIREMENTS FOR ; I TELEPHONE EQUIPMENT INSTALLATION. .. I u1 ,. GO -ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHER TRADES TO I ', AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION. -ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC I I UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. I 1 -ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED BY FLORIDA POWER AND LIGHT. I j III, i -ALL SMOKE DETECTORS SHALL BE 110 VOLT, HARDWIRED TO DEDICATED CIRUIT BATTERY BACK-UP, INTER -CONNECTED, AND INTEGRAL WITH ALARM SYSTEM. 1 I COVERS -ELECTRICAL CONTRACTOR SHALL NOT INSTALL OUTLET BOXES BACK TO BACK; THIS 16 IN ORDER TO II I PATIO PREVENT SOUND TRANSMISSION BETWEEN ROOMS 1 -ALL RECEPTACLES AND SWITCHES TO BE DECORA TYPE. (UN.Oa 1 TAMPER RESISTANT RECEPACLES (NEC 406.12) ARE REQUIRE FOR DWELLING IN ALL AREA AS SPECIFIC it IN 2011 NEC21052 ALL 125 VOLTS15 d 20 AMP. RECEPTACLE i H A A-5 1/4 III= i ,-0" 5 6 FIRST LEVEL 7 GUEST RM FAN % II ❑i IFF IFF a w N 0 �0 °mom 0. �� _ �0 U U M � o \� L � J Rom ® N O O • U K CDw v LO [ E P 5 r f' W lu kt Z no— Z W N �Q �n a Z LLI, w = F J U 14 -0 — N Z wQ 0 :E %%)0 00' n H zF n cL _i � y J o r F g (j_ sz LiJ L F " ^ z 8 E O i C.) W � 1Fa U D IN C Sheet W: AEA oil A of --sheets 1 1 2 1 3 1 4 8 1 9 1 10 1 11 1 1.�) 1 13 1 14 1 15 1 16 2 N L K J C F E N c A A-1 1/4 =1 —0" 1 3 THIRD LEVEL 3 POWER FOR BLIND ■ ■ 0 5 0 7 9 ELECTRICAL LEGEND g ELECTRIC METER d ELECTRIC PANEL O'I A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED W.P. $ G .C.I. WEATHERPROOF DUPLEX OUTLET Q. TELEPHONE JACK F.. TELEVISION JACK OV CENTRAL VAC. HOSE OUTLET 64 WALL SWITCH 44' 3-WAY WALL SWITCH b4• 4-WAY WALL SWITCH -64R DIMMER WALL SWITCH Q PUSH 13UTTON SWITCH -- WALL OR CLG. MOUNTED FIXTURE -� EXTERIOR WALL MOUNTED FIXTURE J. EsOX 1 JUNCTION EIOX P.C:41 �,4 PULL CORD FIXTURE ❑ RECESSED LIGHT FIXTURE V.P. ❑ VAPOR PROOF RECESSED FIXTURE I---{ FLOURESCENT LIGHT FIXTURE FLOOD LIGHTS O EXHAUST FAN 0 SMOKE ;>ETECTOR OT THERMOB+TAT ST SPRINKLER TIMER i NTERcom 7P SECURITY SYSTEM KEYPAD J I MOTION PETECTOR 0 CHIME CAISM MONOXIDE DETECTOR AND SM@'KE DETECTOR COMBO �f. d I TYPE SAQ ,D, LOAD CENTER SERVICE 120 / 240 10 3W MOUNTING FLUSH POLES: 40 8 9 10 11 ( 12 14 15 16 MAIN BUS 200 AMPS NEUTRAL FULL MAINS M.L.O. A.I.C. 10000 ELECTRICAL PANEL 'A' BRKR. WIRE LOAD (W.) DESCRIPTION CKT! CKtl DESCRIPTION LOAD (W.) WIRE BRKR 40/2 % 1000 AAA 9 WI HEATSTRIP 1 2 A.C. COMPRESSOR ry N//C0 IS 30/2 3 4. 20/2 0I0 1200 INLINE WATER I -EATER (GAS) 5 6 OVEN 5000 4S 40l2 1 8 20/2 M0 1200 COOKTOP (GAS) 9 10 WATER HEATER 4500 ol0 25/2 II 12 '.. 20/2 010 25M DRYER 13 14 SUB-PNL B 12,225 % 60/2 15 6 20/1 012 1200 WASHER 11 18 IRRIGATION PUMP 3500 q2 25/1 20/1 M Moo JACCUZI PUMP 19 20 20/1 012 O LAUNDRY LIGHTS 21 22 6F.1. RECEPT. Q ry4 20A 20/I q2 Q GF.G.I. RECEPT. BATHROOMS 23 24 EXTERIOR LIGHTS 20A 412 W.I. RECEPT. OUTSIDE 25 26 DRYER 2500 010 2 //2 20A 012 W.I. RECEPT. OUTSIDE 21 28 20A 012 1200 WASHER 29 30 SPARE 20/1 012 SPARE 31 32 SPACE SPACE 31. 38 39 40 INV I C.7: I`I/L- = INL ^ L.LJNL-UKtN I AA- LUAD5 TYPE 50 D, LOAD CENTER SERVICE 120 / 240 10 3W MOUNTING FLUSH POLES: 40 MAIN BUS 60 AMPS NEUTRAL FULL MAINS M.L.O. AJL_ 10.000 SUB - PANEL B (GENERATOR PANEL) IBRKR WIRE LOAD (W DESCRIPTION CKT! CKT9 MESCRIPTION LOAD (W) WIRE BRKR 20/1 012 OZ GF.i. RECEPT, GARAGE 1 2 {$F.C.I. RECEPT. BATHROOMS O 012 20/1 15/I .14 M. BEDROOM 3 4 DEN / GUEST "I4 15/I M. BEDROOM 5 6 MEN/ GUEST M. BATH LIGHTS 1 8 BEDROOM #2 M. BATH LIGHTS 9 10 BEDROOM 43 KITCHEN LIGHTS 11 12 EIvING ROOM 20A 012 1200 REFRIGERATOR 13 14 61 V ING ROOM 20A 012 1200 DISHWASHER 15 16 ®ISPOSAL 1200 h2 20/1 20/1 012 1200 GARAGE DOOR OPENER 11 B I�fICROWAVE 1200 "12 20/I 20/I M2 SPARE 19 20 BARE - z/2 08 1,500 UNUU A02 W/ HEATSTRIP 21 22 CO•IPRESSOR *2 5N/G0 48 30/2 23 24 SPACE 25 26 SPACE 21 28 29 30 IQ ALL BEDROOM CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(5) GEN LIGHTING( --- SF Q 3111/6F) = 11055 W. (GEN LIGHTING INCLUDING GARAGE, PATIO AND BALCONY) LOAD CALCULATIONS let 10.0 Kjj). w 100% 10.0 IRIEEMAINING K.W. s 409. 15.5 316'3d) A/C HEAT STRIP a 65% 12.15 240 V = 156.5amp. 31050 K.W. 2% W/ I*a NEUTRAL IN 3/4" P.V.G. 3-"2/0 COPPER IN 2" PVC MAIN BKR DK200 200 100 NEUTRNEUTRAL O AMP AM=' ©ACIp V L`�"a3 .AHU.Ol0 4 200 S I11,iR, DRYER & AMP A PNL -8 METER j BLANK BLANK 10 MAIN FEED L'2 FILTER LUGS V 22000 G I C A.I.C. 10,000 UNDERGROUND TO PP4L TIE-IN' LOCATION G14 #4 COPPER GROUND TO 5/SXS' GROUND ROD 4 GOLD WATER PIPE 4 POUND, STEEL NOTE: ALL FIXTURES IN CLOSETS TO COMPLY W/ NEC 410-8 L CTf CAI GENERAL NOTES 13 1 14 a c m m N J V � 0 0 CN a 8 N K ram 0 a it V) It Q ry -- O In ~ _J pE 1_I Era _. S w �8 I 0 o E ® J LLI 'tt'fE'� N C) -- C g P» 4 3 Q 8 i U) h" dl N d�- 4���yyy wl ,`•/ Y of sheets 15 16 C, i 2 I 3 1 4 I 5 6 A A --1 1 /4"=1 '-0" r 1 2 • i 3 -0' IT-40 A 9 8° all TO WALL PARALINES SHALL 7o SHOD LINES SHALL ❑ BE FRANGIBLE WALLS 2 FIRST LEVEL 3 GARAGE 8 1 9 I 10 WALL TYPES ONE LAYER OF 1/2' GYPSUM BOARD ON BOTH OR 2 x 4 STUDS @ 16" O.C. AT BEARING WALLS. 1 • 4 BOARD R-11 BATT. INSULATION. ONE HOUR RATED 1 1 ' O• WALL SIZE) 7/8" STUCCO ON 5/8' CDX PLYWOOD SHEATHING ON ii1.�►iiititijitiRitt? •' 'INTERIOR OF NOTE: NO • :DINSIDE FRAMINGONE A OF 1/2' GYPSUM BOARD ON 175/8 METAL c rINSULATION BLOCK,INTERIOR & 5/8' STUCCO ON EXTERIOR OF 8- O- mm1 1 1 B1 :1•Ri 1 1 INDICATED 1 UNDERSTOOD 1 NOTE PILLED CELL COLUMN MAX. 32" SPACING 16 -B 35'-8" O 11 1 12 1 13 .�t I f L I L 2 C C BIDET 3• 2• BATH 2 MASTER 3' i SUITE \ \ �aR 3• 1iSwe f 2. KITCHEN cD sic c 3' LAU Y . C I \\ ILAY.y\. • 0 \ 3 3• 2 OHM \ \ \ CABANA BATH 3' 3• If 1 HYDROVENTING OALOULATI�N: PER NEI1A : I SF GROUND FLOOR AREA WILL FROVIDE ISQ. INCHE OF VENT REQUIRED: TOTAL 510 SF • 510 SQ. INCHES PROVIDED: ib"x8"=128 ®4 • 600 $2 INCHES (SMART VENTS MODEL 100520) • 200 SQ INCHES EACH V. ■ ■ __ __ I6"Ul. 8'N. Nl'DROV):MS ■ r N /y. 11 i� 1i I 4" ABOVE FLOOR LEVEL TYPICAL a ■ �� I ■ 8" _ 81 38'-4" 8" _J. =J ■ 1 ■ ■ GARAGE HWH SLOPE " 3'-0" 2'-10" °1 44'.2" SHAFT ENCLOSURES SHALL HAVE I HR FIRE RATING: o N (2 LAYER 5/81 TYPE 7P GYPSU11 BOARD STAGGED) WALLS SHALL EXTEND FROM THE TOP OF FLOOR TO n I I I TOP OF THE FLOOR / CEILING: ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SLAB Q — — — — ELEVATOR EQUIPMENTS i�jI " \ 4'-8 It? T-0• AFF. ON SHELF M ®) /\-4 / \ I FOR ACTUAL OPENING o"W. 8"H. HTGROVENTS ■ K.k / — — — RIFY W/ MANUFACTURE "" BCvE FLOOR LEVEL ■ a n ■ ■ ■ ■■ ■ ■ ■ ■ ■■k ■ ■ 4" .I. 3' 10• 4 1f■IlCl�JI�IR!I���� 16'-8" 0 10'-0" 4'-8 1/2" 3'-8° BATH 3 NDRY 11� 1 I11 AA AV, 1• �I(WC c t.av I POUJ R 3 2. 31 c GUEST 1RM cn r, il E13 PLUMBING II ' DIAGRAM _ MISC. NOTE I. ALL GLASS IN DOORS 4 ALL SLIDING, GLASS DOOR TO BE TEMPERED. 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF TUB OR SHOWER 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS 5. ALL FIX GLASS SHALL BE '44" THICK (UN.O.) 6. DOORS 5ETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE P/4" THICK WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. 1. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPAARATING THE DWELLING FROM THE GARAGE s SHALL BE CONSTRUCTED OF AMIINIM NO, 26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 6. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PER FRG. 2010. S. WEATHERING AND TERMITE AREA PER FLORIDA BUILDING CODE 2010 10. CEILING ABOVE GARAGE TO BE SEPERATED BY NOT LESS THAN 5/8" TYPE "X" GYP. BD. 11. WALLS AND CEILINGS FINISH FLAME SPREAD INDEX AND SMOKE DEVELOPS INDEX IN ACCODANCE WITH SECTION 302.9 OF FLORIDA RESIDENTIAL CODE 2010 EDITION. 12, GYPSUM BOARD MATERIALS SHALL CONFORM WITH F.5.C_ R-1023 13. CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.B.G. R-102.4 14. WEATHERING AND TERMITE AREA. 15. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR THE INSULATION AS REQUIRED a IN SECTION III FLORIDA RESIDENTIAL CODE. J e WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN IUIDTH, 24" IN HEIGHT, 5.1 SQFT. IN AREA W/ THE BOTTOM Or - THE • THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO 12'.8• "� _ "� i t r PART OF THE OPERATING MECHANISM MORE THAN 54" A50VE THE (� FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY 4 WOOD FRAME OPENING SITES TO PIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. Al GENERAL NOTES I 1 - " 11 i 14 I 5 Z 0 Z r — a N o Z0 ��� w �� 1 a 0 N Ea' 0 s ' Nm aLL a U U. M I: N N m ®n- $�o * aN �u In K .• In ot ® r ve w �1 /Z_� e ZJ W zo r(� v M Z Q LL w= =w �0 y Z qZ 0 ° F n0 U" o z Ilk < �s O O S siiE� � Si 26� a L z C) Elf CD LJ_ O O .4 ag l� Sheet No: pl3 `o J A. of--sneets �J I K i U� D G --1 1/4 91= i I-011 A D A-1 A SECOND LEVEL 7 8 NOTE FILLEp CELL COLUMN MAX. 32" SPACING OO OECsRESS J 10 TTF. `' 14 15 WALL TYPES ONE LAYER OF 1/2' GYPSUM BOARD ON BOTH ,W SIDES OF 3 5/8" 1 6" METAL STUDS ®i6" O.C. OR 2 x 4 STUDS ®16" O.C. AT BEARING WALLS. ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON 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 2014 (SEE PLAN FOR WALL SIZE) 1 t 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 ONE LAYER OF 1/2" GYPSUM BOARD ON 1-5/8 METAL FRAMING ®16" O.C. W/ R-11 INSULATION ON INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8' CONCRETE BLOCK. W/ CORE FILL R-9 INSULTTON 5/8' STUCCO ON 8' CONCRETE BLOCK, GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "W1" ?'11SC. NOTES: I. ALL GLASS IN DOORS E ALL SLIDING GLASS DOOR TO BE TEMPERED. 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF TUB OR SHOWER ii 4. ALL BATHROOM FLOORS a BASES SHALL BE IMPREVIOUS MATERIALS 5. ALL FIX GLASS SHALL BE 1/4" THICK (UN.O.) 6. DOORS BETWEEN GARAGE a HOUSE MUST BE SOLID CORE I3/4" THICK WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. 1. DUCT PENETRATION. DUCTS iN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE (0.46 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 1111❑I — I❑11111111❑11111111111❑I -I❑IIIIIIIIIIIL11111111111❑I1111111❑1= =-=I❑fllll����l�❑I=--1❑h11111�1 u�= n❑lulll�❑�Ilm❑mlll❑111111 Oil Q 42"— ICU° =. :. - . 13 .. i • o y COVERED ►z� _ , ,NY „ „ TRAY -- — _ . _ . C` minim _ . ►� �� �� I► 13 � � — ❑111111111111❑111111111/11�❑ t-. ■ ��rr.•.•xaw>>.•o.❖.❖. .•..,•. •.w..avasvrssasas•.•,.•.•s, � . "— ❑ ❑11111111111111❑ � 04 42' 4MP RAIL TO �� Q A ®NEI - `5PHEIRE TfR,��► r _ - ----- - --- �m - _IIIIIIIIIIIL7 �- - ►� i�mimm maw1 US t� =� Elm MEIN __------�: 0111111❑1111111111111711111111111❑IIIIIIIIIIi1111■❑I ___I❑11111111111111❑1111111111❑IIII�IIIIICIIIIIIi11111❑11111111111❑11111111111❑1111❑I- —_I❑n11111I111I❑11111111111❑11111111111❑ WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 5.1 SQPT. iN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. 74" FILLED CELL COLUMN MAX. 3211 SPACING THIRD LEVEL G 14 GENERAL N OT E 2 3 4 5 6 7 8 9 10 11 12 i 13 14 4'_.IIIII Z 0 _ 0 F- � Lu N n a ® N � � �0 5 ox ^m� 7 a im 0 W" tr 1- 9 a ® 0 a® U ✓,, a L tj w in In m y N w �i_j SR e) •_. �Q f') 0 N 4 ®� .10 I K P 1� P C �W - a 'L ®s 99Z_nn L v {Z n P u1 F � Z p , I z fu n ®$ a2 LL `a J I w m — s sV) Z a Z PO nLL N 5 h < cl— g CD ig I-l— �6 1 LLLl w. N A Q' F 00 ^ �V) Is F- a 3 v EEO D Sheet -No e ok ---sheets c