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Home My WebLink Aboutbuilding plansV 4 2 N M 3 L 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 NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, 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 J 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 H 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 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 IE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS C n 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 CONC. CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: FOOTINGS 3" CLR. BOTTOM AND SIDES, 2" CLR. TOP 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 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'-15" 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. 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 MULTI -FILAMENT FIBERS" IS APPROVED FOR SLAB REINFORCING AT EXTERIOR PATIO/PORCH SLABS. VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE. 4 5 1 7 A CUSTOM HOME FOR: A PRIVATE RESIDENCE SITE 64 WATERSONG, ST. LUCIE COUNTY, FLORIDA CONSTRUCTION NOTES AND SPECIFICATIONS MASONRY NOTES: MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS F AST C90 ALL Q 0 M 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 MASONRY 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, THEREFORE CARE 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. 2017 (6 tAED FOR ENGINEERED ONRY DE IG R 1 THROUGH 3 OF ACI 530 ASCE - MAS S N, CHAPTE S / f m SI 150ASONRY - FOR MORTAR. GROUTS MASONRY TO BE FULLY INSPECTED BY 3d00 D REGISTERED PROFESSIONAL ENGINEER OR HIS DESIGNATED 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 LUM13ER 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 IMUM ST THE LATEST APPLICABLE FLORIDA BUILDING CODE RESIDENTIAL 2017 (6th ed.) ALL METAL FRAMING AT CEILING AND WALLS TO BE SECURED TO CONCRETE AND MASONRY AT 4'-0" MINIMUM. COMPLY WITH 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. PRFSSURE 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" MTL. OR 20 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 INPARTIAL FOLLOWING: ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 170 MPH WINDLOAD ALL TRUSSES AND ROOF FRAMING TOP & BOTTOM CHORD SHALL BE 2x6 MINIMUM. ALL TRUSSES SHALL BE FREE OF MOLD, TERMITE AND ANY OTHERS WOOD EATING ORGANISIM. 8 9 1 10 1 11 12 1 13 14 15 16 R301 .2(1) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE BARRIER UNDERLAYMENT REQUIRED FLOOD HAZARDS AIR FREEZING INDEX SPEED MPH. TOPOGRAPHIC EFFECTS WEATHERING FROST LINE DEPTH TERMITE I10 MPH. EXPOSURE "p" NA. NEGILIGBLE NA VERY HEAVY 40 DEGREE NA. ZONE AE. l0 NA. ARCHITECTURAL OR GOVERNING BUILDING CODE REQUIREMENTS. THE ROOF TRUSS DESIGN IS TO BE COMPLETE WITH ALL TEMPORARY AND PERMANENT BRACING, BRIDGING, ATTACHMENTS, AND ANCHORAGE FOR FINAL INSTALLATION. THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE (WALLS & BEAMS) OF THE BUILDING. ALL BEARING WALLS AND BEAMS ARE INDICATED ON THE PLANS. THE FRAMING SCHEME INCLUDING BEARING POINT OF THE TRUSSES CAN NOT BE CHANGED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OF RECORD SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS LAYOUT SHOWN, SIGNED AND SEALED BY FLORIDA REGISTERED ENGINEER, TO THE ARCHITECT OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL POINTS OF LOADING ALONG WITH ASSOCIATED REACTIONS. THE DRAWINGS ARE ALSO TO CLEARLY INDICATE WORK AND MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE WORK AND MATERIALS REQUIRED FROM THE SUBCONTRACTOR. FIRESTOPS PROVIDE FIRESTOPS PER CHAPTER 5. FLORIDA BUILDING CODE- RESIDENTIAL 2017 (6th ED. 1. PROVIDE FIRESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTI NSA C ING 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 AND BOTTOM, AND BETWEEN 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- R SIDENTIAL 2017 (6th 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 COX 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 SRAY ICYNENE MINIMUM R-22 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL B IN ACCORDANCE WITH SECTION R302.10 OF FLORIDA BUILDING CODE- RESIDENTIAL 2017 (6th El 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 TEA TEM . GLASS SHALL MEET THE REQ'MTS. OF FLORIDA BUILDING CODE RESIDENTIAL 7 (6th ED CATEGORY I -MT 150 IMP CT TEST CATEGORY II - 400 LB. IMPACT TEST VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WOWS. 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 SO. FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THA AB THE FINISH FLOOR AS REQUIRE BY THE FLORIDA BUILDING CODE- RESIDENTIA 2017 (6th ED.) FINISH NOTES: FLAME SPREAD AND SMOKE DEVELOPED IND L EILI INISHES SHALL BE IN ACCORDANCE WITH SECTION R302.9 OF 017 F.B.C: RESIDENTIAL (6th 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 ABREVIATIONS SYMBOLS ABV. ABOVE ACOUS. ACOUSTICAL AC. AIR CONDITIONING ADJ. ADJUSTABLE AFF ABOVE FINISH FLOOR AHU AIR HANDLING UNIT ALUM. ALUMINUM ALT. ALTERNATE ANOD. ANODIZED ANN. ANNUNCIATOR AP ACCBSS PANEL APPROX. APP OXIM TE AARCHITECT(URAL) ARCH. BDF BOTH FACES BLDG. BUIL BLKG. BLOOCCKING BM. BOT OM B/O BOTTOM OF CAB. CABINET CPT CAST IRON CK. CAULK C-C CENTER TO CENTER CEM. CEMENT CER. CERAMIC CT CERAMIC TILE CLG. CEILING IL CENTER LINE CLR CLOSET CJT. CONTROL JOINT CMU CONCRETE MASONRY UNIT CONST. CONSTRUCTION CON. JT. CONSTRUCTION JOINT COL. COLUMN COMB. COMBINATION CONC. CON RPETE CONN. CON CTION CONT. CON IINUOUS CONTR. CON RA CTOR CTSK. COUNTERSUNK CFL. COUIIvvTERFLASHING CRS. COURSE DP. DAMPROOFING DECOR. DECORATIVE DTL. DETAIL Di A. DIAMETER DIAG. DIAGONAL DIM. DIMENSION DOF DITTOSER DR. DOOR DBL. DOUBLE DOWNLAS FIR DN. D.S. DOWN SPOUT DWG. DRAWING D. DRAIN E.A. EAST EMER. EMERGENCY ENG. ENGINEERING EL. ELEVATION ELEC. ELECTRICAL EQUIP. EQUIPMENT EST. ESTIMATE(D) EXH. EXHAUST EXP. EXPANSION EXT. EXTERIOR EXIST. EXISTING E.J. EXPANSION JOINT FAC OF FINISH gFF FAC OF MASONRY .O.M S. FAC OF STUD HOSE FF.H. FFFIRE FNR. FLOORTOOF F.D. FLOOR DRAIN FL.G. FLUSHING FLUB. FLUORESCENT FT. FOOL FEET FTG. FOOTING GA. GAUGE GBLV GRABABARD GC. GENERAL CONTRACTOR GL. GLASS P. GYPSUM BOARD HDW. HARDWARE HGT. HEIGHT HY.' HRW METAL HE HOSZBIBgqL B H. C. HOLLOW CORE H.S. HAND SHOQWER HVAC HEATING[VENTILATION AIR CONUDITIONING INCL. INCLUDE IN. INSULATION INT. INTERIOR JB. JUNCTION BOX K. 0. KNOCKOUT LAM. LAMINATE LAV. LAVATORY LB. LABLE LH LEFT HAND LTG LIGHTING LOC. LOCATION L.W. LIGHT WEIGHT M.O. MASONRY OPENING MFTR. MANUFACTURER MAS. MASONRY MAT. MATERIAL MAX. MAXIMUM MECH. MECHANICAL MTL. METAL MIN. MINIMUM MISC. MISCELLANEOUS MTD. MOUNTED MUL. MULLION N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE NO. NUMBER O.C. ON CENTER O.D. OUTSIDE DIAMETE 0.F.C.I. OWNER FURNISH CONTRACTOR IN TALL OFF. OFFICE OH. OVERHEAD OPNG. OPENING OPP. OPPOSITE PL. PLATE PLAS. PLASTER PLYWD. PLYWOOD PLAM. PLASTIC LAMINATED A CST. RKAVER SQUARE FOOT P.S.F. P.S.I. POUNDS PER SQUARE INCH P.T. PRESSURE TREATED PNL. PANEL RAD. RADIUS RADN RADIATOR, RADIATION REINF. RISER REVS. REVERSED RH. RIGHT HAND READ. REQUIRED RM. ROOM R.O. ROUGH OPENING S.C. SOLID CORE SCHD. SCHEDULE SEAL. SEALANT' SEC. SECTION SERV. SERVICE SHT. SHEET SHTH. SHEATING SIM. SIMILAR S.O. SHUT-OFF SL. SLIDING S. SUTH SPEC. SPECIFICATION SQ. SQUARE S.F. SQUARE FOOT SST. STAINLESS STEEL STD. STANDARD T NDARD STL. STEEL STOR. STORAGE STR. STRUCTURAL SUS. SUSPENDED SW. SWITCH SYM. SYMMETRICAL T.C. TOPAOF CURB TEL. TELEPHONE TEMP TEMPERED T&G TONGUE AND GROOVE T/0 TOP & BOTTOM SYMBOLS TWITH I TOP OF TW TOP OF WALE T.O.C. TOP OF CHIMNEY T.O.FR. TOP OF FRAMING T,O.L. TOP OF LEDGER T.O.P. TOP OF PLATE T. P. TOILET PAPER HOLDER TYP. TYPICAL UL. UNDERWRITERS LABORATORY U.O.N. UNLESS OTHERWISE NOTED UTIL. U & AND ^ ANGLE AT IL CENTER LINE 0 DIAMETER OR ROUND # POUND OR NUMBER Z • 0z MEAN Q w ANNUAL TEMP 0 a ® 0 U NA. 2 DETAIL NUMBER DETAIL REFERENCE A-2 SHEET NUMBER s ELEVATION NUMBER ELEVATION REFERENCE ai SHEET NUMBER N ^ SECTION NUMBER SECTION REFERENCE as SHEET NUMBER ROOM REFERENCE 102 ROOM NUMBER DOOR REFERENCE 3O DOOR NUMBER WINDOW REFERENCE O WINDOW NUMBER NOTE REFERENCE O3 REFERENCE NUMBER REVISION REFERENCE REVISED 00/00/00 CODE INFORMATION FLORIDA BUILDING CODE, EDITION 2011 (6th EDITION) FLORIDA E3UILDINCx GOD - SIDENTIAL 2011 l�=_DITION) NATIONAL ELECTRICAL CODE - APPLICABLE EDITI AND ALL OTHER RULES, REGULATIONS, AND CODES HAVING JURISDICTION OCCUPANCY GROUP : GROUP R-3, SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE : TYPE V, BUILDING HEIGHT: LESS THAN 60'-0" MEAN ROOF HEIGHT: 30'-5 I/Z" BUILDING EXPOSURE: 11011 _ WIND PRESSURE SPEED: ASCE CHAPTER 1. 110 MPH (3 - SEC. GUST) FOR ENCLOSED BUILDING ESIGN ELEVATIONS IS BASE FLOOp: 6'+I' TOP CHORD LIVE LOAD: 20 LB, PSF ROOF TOP CHORD DEAD LOAD: 16 LB. PSF BOTTOM CHORD LIVE LOAD: 10 LB. PSF BOTTOM CHORD DEAD LOAD: 10 LB. PSF FLOOR FLOOR LIVE LOAD TOTAL : 40 LB. PSF FLOOR DEAD LOAD TOTAL: 10 LB. PSF IMPORTANCE / USE FACTOR: 1.0 MIN. SOIL BEARING PRESSURE: PILLING FOUNDATION BUILDING CATEGORY: 2 SHUTTERS: NOT REQUIRED (IMPACTED GLASS) SHUTTER ONLY REQUIRED AT GLA55 BLOCK AREA. IMPACT RESISTANT ASSEMBLY: YES COMPONENT t CLADDING: YES CONTINUE LOADED PATH PROVIDED: YES AREA TABULATION FIRST R LEVEL = 933 SF. 8,630 CF. SECOND LEVEL = 1532 SF 18,384 CF. THIRD LEVEL = 1158 SF. 16,261 OF. TOTAL UNDER AIR 4223 SF. 43,215 CF. COVERED ENTRY = 31 SF. BEACH TERRACE = 28O SF. BALCONY = 311 SF. 12 GARAGE. TOTAL UNDER 181 SF: C�l� - 0' ROOF 5696 F. IMVIEWED F CODE COMPLIA CE ST. LUCIE COUNTY BOCC File Cop DRAWING INDEX A1.1 COVER SHEET A2.1 SITE PLAN & DEMOLITION A3.1 PILLING PLAN A3.2 SLAB PLAN A4.1 FIRST FLOOR PLAN A4.1 SECOND FLOOR PLAN PLUMBING RISER A5.1 FRONT & REAR ELEVATIONS A5.2 LEFT ELEVATION A5.3 RIGHT ELEVATION A5.4 BUILDING SECTIONS & A5.5 DOOR & WINDOW DETAILS & SCHEDULES A6.1 ROOF PLAN A6.2 ROOFING PLAN A7.1 DETAILS SHEET AD ELECTRICAL PLAN AE.2 PANEL SCHEDULES �N momN �U �m 0W;;1 m „m o3i 6 NZ ox ;iio a 4 TA ag o Volk N 0 a m n L \ ®I10 N � � N �_3 ■ n ,2 M p 0 a �. h K �a = In w w .=Z 4 mw zo 7 J 0 W 114 W I J w ti Va I ui 0 0 mz Z Z a 0 ° o ma H I--- L.LJ Lil < , 9ia 6 _ V) `0 r;F 0 s � E U Ec-. 0f $ E€� W1� �T� a o fi z o U W U w 0 MN _ �glo 00 ~ o � U W 94 Mil � to `o ¢ W Drawn by: MOH H�/I`I Project No. Cadd File NO.: Sheet No: of --sheets E E D C ��1 2 1 3 4 1 5 1 6 7 1 8 1 g 10 12 1 13 14 15 1 16 N L 2 J H m F E 7 C B A 2 3 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" THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, 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. CONCRETE SLABS AS REQUIRED FOR MECHANICAL EQUIPMENT. VERIFY EXACT SIZE AND LOCATIONS W/ CONTRACTOR CONCRETE NOTES: 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 CONSTRUC11ON 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 CONC. CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: FOOTINGS 3" CLR. BOTTOM AND SIDES, 2" CLR. TOP 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 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 V-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. 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 MULTI -FILAMENT FIBERS" IS APPROVED FOR SLAB REINFORCING AT EXTERIOR PATIO/PORCH SLABS. VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE. 4 5 I A CUSTOM HOME FOR: A PRIVATE I: 1 SITE 64 WATERSONG, ST. LUCIE COUNTY, FLORIDA 7 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 STAN D IFICATIONS 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 CA AFTER THE MASONRY HAS BEEN LAYED UP SUCH THAT THE CONCRETE IS INTERLOCKED WITH MASONRY. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACIN OF ALL - MASONRY CONSTRUCTION ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND A OTHER FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPL PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UNLE 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, THEREFORE CARE 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 DESIGNAT ED TED 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 EL VE, FkAMS & 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 SHAD. 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 B/NRETE TO CONCRETE AND MASONRY AT 4'-0" MINIMUM. COMPLY WITH RECOMMENDATIONS OF NFPA MANUASE FRAMING, NFPA RECOMMENDED NAILING SCHEDULE, AND NFPL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. EACH PIECE OF LUMBER SHALL BE GRADE MARKEENCCERTIFIED BY THE BOARD OF REVIEW, AMERICAN L RDSCOMMITTEE. PRESSURE TREAT ITEMS IN CONTACT WITH ROOFIN,WATERPROOFING, MASONRY, CONCRETE,ANDGROUATERBORNE PRESERVATIVES, TO COMPLY WITH AMERICAN W PRESERVERS' ASSOCIATION FOR ABOVE GROUND AND GR D CONTACT APPLICATIONS. COMPLY WITH AWPA STANDARD M4 FOR ATED LUMBER CUT AND OR DRILLED AFTER PRESSURE TREATM/EN PROVIDE 3 - 2 x 4 (MIN.) POST TOGETHER W/ 16d NAILS 0 4" O.C. AT EACH END OF OPENINGS OF OAD BEARING PARTITIONS AND AT GIRDER BEARING LOCATIONS WHERE PERIMPOSED LOADS DO NOT EXCEED 385 PSI NON -BEARING PARTITIONS: ALL INTERIOR NON -BEARING PART111ONS SHALL BE 3 5/8" MTL. 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 INPARIIAL FOLLOWING: ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 170 MPH WINDLOAD ALL TRUSSES AND ROOF FRAMING TOP & BOTTOM CHORD SHALL BE 2x6 MINIMUM. ALL TIWSSES SHALL BE FREE OF MOLD, TERMITE AND ANY OTHERS WOOD EATING ORGANISIM 8 9 10 11 12 13 14 15 16 R301.2(1 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 'o z J;JN WIND DESICxN SEISMIC pESIGN SUBJECT TO DAMACxE FROM WINTER ICE BARRIER FLOOpAIR MEAN Q w CATEGORY DESIGN TEMP. UNDERLAYMENT HAZARDS FREEZINCx ANNUALSPEEp TOPOGRAPHIC WEATHERING FROST LINE TERMITEREQUIREp INDEX TEMP pMPH. EFFECTS DEPTH0if 110 MPH. EXPOSURE I'D" NA. NEGILIGBLE NA. VERY HEAVY 40 DEGREE NA. ZONE AE.100 j Ulu ARCHITECTU RAL OR GOVERNING BUILDING CODE REQUIREMENTS. THE ROOF TRUSS DESIGN IS TO BE COMPLETE WITH ALL TEMPORARY AND PERMANENT BRACING, BRIDGING, ATTACHMENTS, AND ANCHORAGE FOR FINAL INSTALLATION. THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE (WALLS & BEAMS) OF THE BUILDING. ALL BEARING WALLS AND BEAMS ARE INDICATED ON THE PLANS. THE FRAMING SCHEME INCLUDING BEARING POINT OF THE TRUSSES CAN .NOT BE CHANGED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OF RECORD SUBMIT DESIGN CALCULA11ONS AND SHOP DRAWINGS WITH TRUSS LAYOUT SHOWN, SIGNED AND SEALED BY FLORIDA REGISTERED ENGINEER, TO THE ARCHITECT OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL POINTS OF LOADING ALONG WITH ASSOCIATED REACTIONS. THE DRAWINGS ARE ALSO TO CLEARLY INDICATE WORK AND MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE WORK AND MATERIALS REQUIRED FROM THE SUBCONTRACTOR. FIRESTOPS PRO FIRESTOPS PER CHAPTER 5. FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) 1. PROVID RESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTITIONS AT CEILING AND FLOOR LEVELS D SHALL BE SO PLACES THAT THE MAXIMUM DIMENSION OF ANY CONCEALED SPACE IS NOT 0 EIGHT FEET. 2. PROVIDE FIRESTOPS OUND THE TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. 3. PROVIDE FIRESTOPS BE STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH RUN, AT THE TOP AND BOTTOM, D BETWEEN STUDS, ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS. 4. PROVIDE FIRESTOPS BETWEEN CHIMNEYS, REPLACES AND WOOD FRAMING, EXCEPT IN THE CASE OF APPROVED METAL CHIMNEYINSULA11 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 kILDING CODE- RESIDENTIAL 2014 (5th ED.) 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 C. \ ROOF SHEATHING NOTES: ALL ROOF SHEATHING TO BE 3/4" THIC X PLYWOOD SHEATHING. INSTALL WITH THE LONG DIM. OF EL ACROSS SUPPORTS WITH THE PANEL CONTINUOUS OVER OVER TWO OR MORE SPANS. PROVIDE EDGE SUPPOR MEANS OF TRUSSES, RAFTERS, PANEL CLIPS OR LUMBER BACKING. \ ALLOW 1/8" SPACIN T PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY PANEL MANUAA RER PLANTE ATERPROOFING: A LY "THOROSEAL FOUNDATION COATING" WATERPROOFING TO INTERIOR FACE OF CANTERS WHERE PLANTER GRADE IS HIGHER THAN FINISH FLOOR OR EXTERIOR GRADE. INSULATION ATTIC INSULATION SHALL BE SRAY ICYNENE MINIMUM R-22 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULA11ON 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 SO. 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. 4 5 I 6 7 8 9 10 ABREVIATIONS ABV. ABOVE LAM. LAMINATE ACOUS. ACOUSTICAL LAV. LAVATORY AC. AIR CONDITIONING LB. LABLE AD ADJUSTABLE BETF NI LT LEFT HAND FF ABOVE FLOOR G AHU AIR HANDLING UNIT LOC. LOCATION ALUM. ALUMINUM L.W. LIGHT WEIGHT ALT. ALTERNATE ANOD. ANODIZED M.O. MASONRY OPENING ANN. ANNUNCIATOR MFTR. MANUFACTURER AP ACCRS�S PANEL MAS. MAT, MASONRY MATERIAL APPROX. ARCH. APP UUXIM TE ARCHITECTURAL) MAX. MAXIMUM ® AT MECH. MECHANICAL MTL. METAL BD. BOARD BOTH FACES MIN. MISC. MINIMUM MISCELLANEOUS gBF BLDK. G. BLOCKNG MTD. MOUNTED BLKG. BLOCKING MUL. MULLION BM: BEAM N.I.C. NOT IN CON CT BOT. BOTTOM N.T.S. NOT TO LE I B/O BOTTOM OF NO. NUMBER CPB. I�� O.C. 0 ENTER TT. CARFEIT O.D. UTSIDE DIAMETE CI RON O.F. OWNER FURNISH T_ CONTRACTOR INSTALL C-C TO CENTER CEM. T FF. OFFICE CER. IC OH. OVERHEAD CT IC TILE OPNG. OPP. OPENING OPPOSITE CLG. ZPRCST. LINE PL. PLATE CLR. PLAS. PLASTER CL. PLYWD, PLYWOOD PLAM. PLASTIC LAMINATED CJT. OL JOINT PR. PAIR CMU ETE MASONRY PRCST. ��j WQ SqR SQUARE FOOT CON UNIT CONSTRUCTION P.S.F. P.S.I. POUNDS PER SQUARE INCH O JT. CONSTRUCTION JOINT P.T. PRESSURE TREATED L. COLUMN PNL. PANEL "4 COMB. COMBINATION CONC. ONN. CONCVETE CONN CTION RAD. RADIYS CONT. CONTINUOUS RADN RADIAITOR, RADIATION CONTR. CONTRACTOR REINF. REINFORCE CTSK. COUNTERSUNK REVS. REVERSED CFL. COUNTERFLASHING RH. RIGHT HAND CRS. COURSE REQD. REQUIRED RM. ROOM OP. DAMPROOFING R.O. ROUGH OPENING DECOR. DECORATIVE DTL. DETAIL S.C. SOLID CORE DIA. DIAMETER SCHD. SCHEDULE DIAG. DIAGONAL SEAL. SEALANT,„;,.."=>- DIM. DIMENSION SEC. SECTION DIFF. DIFFUSER SERV. SERVICE DO. DITTO SHT. SHEET DR. DOOR SHTH. SHEATING DBL. DOUBLE SIM. SIMILAR D.F.DOUGLAS FIR S.O. SHUT-OFF DN. DWN S. LIDI D.S. DOWN SPOUT SL SOUTH DWG. DRAWING SPEC. SPECIFICATION D. DRAIN SQ. SQUARE EA. EACH S.F. SST. SQUARE FOOT STAINLESS STEEL E. ER. EAST EMERGENCY STD. STANDARD RINLEQUA STL. STOR. STEEL STORAGE C (( ELECT CAL STIR.. STRUCTURAL EQ. L SUS. SW SUSPENDED SWITCH EQUIP. EST. EQUIPMENT STIMATE(D) SYM. SYMMETRICAL EXT. N T. TREAD EXTANSR T. C. TEL. TOP OF CURB TELEPHONE EXIST. E.J. EXISTI EXPANS JOINT TEMP TEMPERED Tgg&�G TONGUE AND GROOVE NRY BOTTOM FACE Eo MA TO TOP OF STUD TrC TOP OF CURB F.H. FIRE SE FPN. Rip FINISH ®OF T O.C. TOP OF CHIMNEY FLR. FLOOR T.O.FR. TOP OF FRAMING F.D. FLOOR DRAIN T.O.L. TOP OF LEDGER FLG. FLASHING T.O.P. TOP OF PLATE FLUB. FLUORESCENT TOILET PAPER HOLDER FT. // FOOTINFCET T TYPICAL UL. UNDERWRITERS LABORATORY U.O. . UNLESS OTHERWISE NOTED GA. GALVA UTIL. TILITY GB IZED GRAB AR VB. V RO BARRIER GC. GENERAL CONTRACTOR VNR. VE ER GL. GLASS VENT VEN ATION GR. GRADE VERT. VERTI L GYP. GYPSUM BOARD W.F. WALL F RIC WP. WATERPR OFING HWD. HARDWOOD W.C. W. H. WATER CL ET WITHER HEA HHEEIGHT�ARE W/ HHHGT�NT.. H.M: OLLO�W� METAL HOFT, WD. WOODUT HT. H.B. HOSE BIBBL TAT WT. WEIGHT H.C. HOLLOW CORE H.S. HAND SHOWER SYMBOLS HVAC HEATING VENTILATION AIR CON ITIONING & AND INCL. INCLUDE ANGLE IN. INSULATION AT INT. INTERIOR CL CENTER LINE JB. JUNCTION BOX 0 DIAMETER OR ROUND K.O. KNOCK OUT # POUND OR NUMBER 11 I 12 1 13 SYMBOLS / � DETAIL REFERENCE DETAIL NUMBER A-2 SHEET NUMBER ELEVATION RENCE 3 ELEVATION NUMBER A' SHEET NUMBER / < SECTION NUMBER SECTION REFERENCE SHEET NUMBER ROOM REFERENCE 102 ROOM NUMBER DOOR REFERENCE O DOOR NUMBER WINDOW REFERENCE O WINDOW NUMBER NOTE REFERENCE O REFERENCE NUMBER REVISION REFERENCE -4 REVISED 00/00/00 CODE INFORMATION FLORIDA BUILDING CODE, EDITION 2011 (5th EDITION) FLORIDA 5UILDINCB CODE- RESIDENTIAL 201-7 EDITION. NATIONAL ELECTRICAL CODE - APPLICABLE EDITION AND ALL OTHER RULES, REGULATIONS, AND CODES HAVING JURISDICTION OCCUPANCY GROUP: GROUP R-3, SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE: TYPE V, BUILDING DESIGNED AS: ENCLOSED BUILDING HEIGHT: LESS THAN 60'-0" MEAN ,ROOF HEIGHT: 30'-5 1/2" BUILDING EXPOSURE: ,ID„ WIND PRESSURE SPEED: ASCE CHAPTER 1. 110 MPH (3 - SEC. GUST) FOR ENCLOSED BUILDING TOP CHORD LIVE LOAD, 20 LB. PSF ROOF TOP CHORD DEAD LOAp: 16 Le. PSF 50TTOM CHORD LIVE LOAD: 10 LB, PSF BOTTOM CHORD DEAD LOAD: 10 LB. PSF FLOOR FLOOR LIVE LOAD TOTAL : 40 LB. PSF FLOOR DEAD LOAD TOTAL: 10 LB PSF IMPORTANCE / USE FACTOR: LO MIN. SOIL BEARING PRESSURE: PILLING FOUNDATION BUILDING CATEGORY: 2 SHUTTERS: NOT REQUIRED (IMPACTED GLASS) SHUTTER ONLY REQUIRED AT GLASS BLOCK AREA. IMPACT RESISTANT ASSEMBLY: YES COMPONENT 4 CLADDINat YES CONTINUE LOADED PATH PROVIDED: YES AREA TABULATION FIRST RS LEVEL - - 933 SF. 8,630 CF. SECOND LEVEL = 1532 SF 18,384 CF. THIRD LEVEL = 1158 5F. 1061 CF. TOTAL UNDER AIR 4223 F. 43, 15 CF. COVERED ENTRY = 31 SF. BEACH TERRACE = 280 5F. BALCONY = 311 5F. GARAGE. = 181 SF. TOTAL UNDER ROOF 5(o98 5F. b� , Dom/ � F.ylcotAP LAN DRAWING INDEX A1.1 COVER SHEET A5.3 RIGHT ELEVATION A2.1 SITE PLAN & DEMOLITION A5.4 BUILDING SECTIONS & A3.1 PILLING PLAN A5.5 DOOR & WINDOW A3.2 SLAB PLAN DETAILS & SCHEDULES A4.1 FIRST FLOOR PLAN A6.1 ROOF PLAN A4.1 SECOND FLOOR PLAN A6.2 ROOFING PLAN PLUMBING RISER A7,1 DETAILS SHEET A5.1 FRONT & REAR ELEVATIONS AEA ELECTRICAL PLAN A5.2 LEFT ELEVATION AE.2 PANEL SCHEDULES 14 1 15 11� In a c b � N m $ L m J 0 N SN sh K f 0, LU w LU Z N M w za :3M J �Y v u HZ <LL w, W J w= uC 2 u O m o � Z � 0, i u MO H b _ e § C/-) 11 b nr� � 0 LLJ a s l 8i € S F O�IHZ CD o O W D Q � Drawn by. MOH Project No. H�/NI Cadd File NO.: C 1 1 2 1 3 1 4 1 5 N 6 1 R-65 NO MONUMENT FOUND 7 1 8 1 9 10 11 12 13 1 14 1 15 16 \ SEASONAL HIGH WATER \ LINE \ LOCATED ON 9/19/2020 NAVD OF 1988 AT ELEV \ 5.3' 2� 5 \ 6• z• MEA0 Z LOC Q wNAV 0 0.5' 00'� I'Lol �U U \ M \ 65 gg \ \ \ SEASONAL HIGH °� WATER LINE \ \1 \ LOCATED ON \k ��\ \ 9/19/2020 \ \ \ \ LOT 62 DUNE GRASS NAVD OF 1988 o' 2 � \ �N AT ELEV 5.3' \ \ \ OCCUPIED \� \ 6��\ 6\ \ FFE = 8. MOST 1' 00 ` \ S , s65 \ EASTERLY N 1111015.159 O \��, \ \ \ g �� \ DUNE GRASS G E 740189.771 „ G \ \ �\ FIND 5/8 IRC o �0 FND 5/8 IRC \ \ \ \ \ \ \ \ O\\LB # 4286 LB # 4286 O' \A N 1111031.365 �\ \\ 7, \ E 740321.931 \ \ \ \ \\ \ $ Ik \ \ n LOT 63 �\ cr°T \ O �\ \ �2� OCCUPIED \\ \ \ \ F FFE=8.1' \ \ \\ \� \\ \ LEGAL DESCRIPTION 0 \ FIND 5/8 IRC\� �O O C)\ \ �� LB # 4286 \ \ (\ o ��'� G� �C \ \ BEING ALL OF LOT 64, ACCORDING TO THE PLAT OF ,A < O \ N 1110978.753 �2� pc'�5,; , > `� \ \\ WATERSONG P.U.D. PLAT NO. ONE, AS RECORDED IN v\ \ \ \ "\� 3 \ �� E 740206.342 \ PLAT BOOK 42, PAGE 34, A—D, PUBLIC RECORDS OF Cn SAINT LUCIE COUNTY, FLORIDA. �� 4868 WATERSONG WAY, FORT PIERCE, FL 34949 c9 -�3\ A ^ ' \ N DROP INLETQ�oQS��Q9j N� D D ZO s 1 \ \ FL GRATE ELEV. = 4.50 2 G' D INV. N. = 2.02 pc0 �s 51\ 6 \ \\ INV. S. = 2 \ \ AVID TUM \AA0) LOT 65 \ O 7,VACANT A C FND CR S IN NAILS `� �\1 G 0� �3\2Ln 11 LE BEN ®MAR DR P ELEVT 4.50�� <-5\ \ \�\ N NAVD 1988 DATUM \ PE ,\ O �N DD\0 N 1111208.0 LOT 66 E 8965 .53 VACANT 8" IRC LB # 4286 A A-1 SITE PLAN D1/8"=1'-0" 11 2 3 \ 2 M 00 00-7 L \ �� TRACT o \ 2 A \ 0� �� LOOD ZONE VE- �� G \\��\ FL A STATE PLANE C OR K \ \ 2 N A D go US SURVEY FEET ( YP) N 1111820.346 \ E 896323.124 FDEP CV \-765 TOE OF J \� \ SLOPE \ N 1111067.771 _ E 740305.361 O \ C&T ILB # 4286 00_ WESTERLY MOST TRACT A 1 L&ATION MAP N& TO SCALE 4 5 6 7 8 9 10 11 12 13 14 15 16 a. c r L M m W N Tndi. 60, N � K # h 3 VP ) O(X W y� ` ry ~ V W Z p rn U M yZ aLL w< J x w 7 O m o Z Z a of 0 °o ro d H F© Q � §a� G W— I _ s C/� 'E 15 F 0 z o U af W E o W J LLB ~ V7 CS PLO CD CD M� Cn D Drawn by. Mow HvN Project No. Cadd File NO.: I DATE SET 10-29-20 SET 12-07-20 B Sheet No: Q�o� A �f --sheets 1 2 3 4 5 6 7 8 9 AU6ERGA5T PILE5: N BEARING WALL -,,GENERAL: A06ERGAST PILES ARE PLACED 13Y ROTATING A CONTINUOUS FL16W HOLLOW SHAFT (3) *5 TOP "Z" BAR TYPICAL AU6ER INTO A PREDETERMINED PILE DEPTH. H16H-STREN67TH MORTAR SHALL BE PUMPED WITH 6 CONCRETE SLA SUFFICIENT PRESSURE AS THE AUGER WITHDRAWN TO WITHDRATO FILL THE HOLE PREVENTING HOLE COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS ZONES OF THE SURROINDIN6 SOIL. AHEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE 0'-0" FINPLOOR SLAB THE INJECTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLI6HTIN6 AT ALL TIMES DURING THE RAISIN& OF THE AUSM 50 THAT THE H16H-5TREN6TH MORTAR HAS A DISPLAGINB ACTION REMOVIN& ANY LOOSE MATERIAL FROM HOLE. THIS METHOD OF PLAGENENT SHALL BE USED AT ALL TIMES AND NOT BE DEPENDENT ON WHETHER THE HOLE 15 SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. W HIGH -STRENGTH MORTAR: THE MORTAR USED TO FILLTHE HOLES SHALL CONSIST OF A MIXTURE M Lu OF PORTLAND CEMENT, FLUIDIFIER, SAND AND WATER 50 PROPORTION AND MIXED AS TO "4 m 12" EW PROVIDE A MORTAR CAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT _ _21APPRECIABLE WATER GAIN, YET WHICH MAY BE PLACED WITHOUT DIFFICULTY, AND WHICH WILL *3 a 12" UN.O. LATERALLY PENETRATE AND FILL ANY V0I05 IN THE FOUNDATION MATERIAL. MINERAL FILLER AY BE AVOW TO THE ABOVE MIX IN LIEU OF A 94ALLENTAI OF THE PORTLAND "1 PILE DOWEL l3) *5 BOTTOM CEEMENT A PILING CONTRACTORV OPTION. THE MATERALS SHALL BE 50 PROPORTION AS TO PROVIDE A HARDEN MORTAR HAVIN& AN ULTIMATE COMPRESSIVE STRENGTH OF 5,000 P51 AT 26 DAYS. THE MORTAR MIX SHALL BE TESTED BY MAKING ONE SET OF 2° CUBES EE SG IED 14" AUGERCAST PILING FOR EACH DAY DURING A ASERGAST PILES ARE PLACED. A SET OF GUBE5 SHALL CONSIST OF 2 CUBES TO BE TESTED AT l DAYS, AND 2 CUBES TO BE TESTED AT 2& DAYS. TEST CUBE5 SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM CIO-1, WITH THE EXCEPTION THAT THE L MORTAR SHOULD BE RESTRAIN FROM EXPANSION BY A TOP PLATE. I1 H F L 0 C 1 �F, 11 GRADE BEAM 4 N.T.S. AT ELEVATOR PAD *4 al2" x6'-0" a IS" O.C. TRANSPER "---' OVER INTEI GRADE BE 04at12" EA .WAY 6' CONCRETE 5. 10 GRRADE 5E,41 SCI4EDULE REINFORING DETAIL CONC.OR MASONRY MARK SIZE(WxD) DESCRIPTION NO. BOT TOP MIDLE *3 TIES < COLUMN "' 4• � MATCHING DOWELS CAB-1 24" x 30" (4) "l (4) *'1 (2) *5 6" O/C TYP. EXT. WALL G13 Lu w Ir 8 BAR DIA. MIN J *5 TOP o Em h I W/STD. HOOKS GRAD F It CZ) *6 TOP EACH WAY GB-2 24� x 24 (4) *6 (4) *6 (2) *5 allO/C LI3 I' _ W/ 16" HOOKS G5_3 IS" x IS" (3) *5 (3) *5 _ 18" O/C GARAGE oo" STEP GI w g '3) *5 BOTTOM PILE DOWEL "AUGERCAST PILING GRADE BEAM 3 1 1 2 �W a� Q IT-�T -CI) *6 BOT EACH WAY o W/ IS" HOOKS GB-4 18"x24„ C3) *5 (3) *5 C2) "5 8" O/C STOP SLBEAM AT LI AB (4,'6 EACH WAY PILE CAP HOOK J IL EQ. EQ. PAD REBAR SEE FOOTING SCHEDULE EDGE BARS ALWAYS REMAIN.SPACE OTHERS EQUALLY PC-] 36 x36 xl6 TOP AND BOTTOM. BAR AT EACH END G4 PC-2 4&"x4&"x20" (6)05 EACH WAY TOP AND BOTTOM. — — PILE CAP HOOK BAR AT EACH END G4 SIMILAR PC-3 36"x�2"x20" (4)"6 AT LONG WAY lT�'6 AT. SNORT WAY _ _ PILE CAP HOOK BAR AT EACH END SIMILAR 12 13 AUGERCAST PILE - 14" DIA x 25 FEET LONG TYPICAL W/ 4`1 x 20' (EXTEND 15" INTO GRADE BEAM.) AND 4-05 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.G.I. 545-54 L13 N.T.S. PC-4 36"xll&"x20" (&)% LONG WAY 2 LAYERS TOP G4 SEE WED le (12)% SHORT WAY — — AND BOTTOM SIMILAR PC-5 60"x60"x20EACH WAY 2 TOP AND BOTTOM. AND BOTTOM SI SIMILAR G4 ISOLATED PAD/PILE CAP Gi GRADE BEAM SCHEDULES G13 N.T.S. N.T.S. N.T.S. 14 1 15 6" CONCRETE SLAB 10 (3) % TOP 04 612" x4'-o" -m 12" O.C. 90 DEGREE HOOK *3 9 12" STIRRUP UN.O. 1 li2" MIN. COVER (3) *6 BOTTOM #1 PILE DOWEL 48 E 5(-WED 14 gUGERCAST FILING 12" GRADE BEAM 2 (2) *4 (PL.PERIMETER) *4 O18" x4'-O" 9 12" O.0 90 DEGREE HOOK TYP ENTIRE PERIMETER *4 e 12' EA WAY —/ 6' CONCRETE SLAB (EXCEPT GARAGE) 8" CONCRETE BLOCK WALL (3) 0 1 TOP (2) *5 MIDDLE [VII311/2 e loll UN.O. " MIN. COVER w N v wl PILE (3) * 1 BOTTOM gll 9'I 14" AUGERCAST 48° PILINCs loll GRADE GRADE BEAM 1 Z• O N �~ Q _Q N" w 0313i t!N 0�Nm �u I U M O � W \,a 3V) W W Iltz Z W AHZ W r 1� Z O a o M a L M O � N N 0, K O a k H �F $ G CD z s �E� J IZ Ec� Bi JE€ 0 w W NUz o C, � W E o w 000 A N 0 ) _ ~ o � a wO U ^ to Q � D Drawn by MOH HVN Project No. Cadd File NO.: Sheet No: 0 Vf --sheets C A N Ly L J W G E L�] 0 1 2 3 4 FOUNDATION NOTES: I. FLOOR SLAB TO BE 6' THICK POURED CONCRETE SLAB WITH REINFORGB,1EIJT AS SHOWN ON PLAN ON 4 MIL V150EEN VAPOR BARRIER ON WELL TAMPED SAND FILL. 501L TO BE TERMITE TREATED PER LOCAL CODE. 2. CONCRETE SHALL CONFORM TO AGI 318/&3 AND SHALL HAVE 4000 P51 COMPRESSIVE STRENGTH IN 28 DAYS. MAXIMUM SLUMP 5, 3. REINFORCING STEEL SHALL BE ASTM 615 GRADE 60 AND HAVE THE FOLLOWING MINIMUM CONCRETE COVER FOR GRADE BEAMS, BOTTOM 3°, TOP 2' SIDES TO BE I I/2' CLEAR COVER FOR SLAB TO BE 5/4' MIN. 4. ALL FOOTINGS SHALL BEAR ON NATURAL SOIL PREPARED, AS IN NOTE 5 BELOW. 5. ALL FILL TO EE CLEAN, GRANULAR PREPARED IN ACCORDANCE WITH NOTE A-F. A. STRIP A FOOT OF EXISTING 501L FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL DELETERIOUS MATERIALS MUST BE COMPLETELY REMOVED. B. FILL SHALL BE GLEAN AND 6RANILAR FREE FROM DELETERIOUS MATERIAL AND WELL GRADED. C. PAD, FOUNDATION TO BE SUPPORTED ON PILING. 6. GENERAL CONTRACTOR SHALL BE RESPON5I13LE FOR VERIFYING LOCATIONS OF ALL CONCRETE FOOTIN65/17AD5, LOAD BEARING WALLS, STEEL/GONGRETE4VOD COLUMNS, WOOD HEADER5, CONCRETE BEAh5/TIE BEAMS AND HE16HT ELEVATIONS OF EACH WITH TR1.)55 MANUFACTURERS DRAWINGS BEFORE THE POURING OF CONCRETE FOOTINGS/PADS AND SLAB. 7. COORDINATE A/G , MECHANICAL, ELECTRICAL 4 PLUMBINO PLANS FOR REQUIRED OPENINGS IN SLAB. 5. SLEEVE ALL PLUMBING PENETRATIONS. 4. SEE ATTACHED AUGER CAST PILE SPECIFICATION A (� V A-1 1/4 It= i '-0" 1 C3 TYP. 9'-8" Itus��r� AJ PORTLAND CEMENT: PORTLAND CEMENT SHALL CONFORM TO FEDERAL SPECIFICATIONS 55-G-192 OR CURRENT A5TM STANDARDS, DM16NATION GI50. B) MINERAL FILLER: MINERAL FILLER SHALL BE FINELY POWDERED 51LIGEOUS MATERIAL WHIGH POSSESSES THE PROPERTY OF COMBINING THE LIME LIBERATED DURING THE PROCESS OF HYDRATION OF PORTLAND CEMENT. G) FLUIDIFIER: FLUIDIFIER SHALL BE A COMPOUND POSSE551N6 CHARACTERISTICS WHICH WILL INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING, A5515T IN THE D15PER5AL OF CEMENT GRAINS, AND MORALIZE THE SHRINKAGE OF THE 1116H-STRENGTH CEMENT MORTAR OWE -RAID AS MANUFACTURED BY THE GROUT SUPPLY COMPANY, BRECKSVILLE, OHIO MEETS THESE SPECIFICATIONS). OTHER COMMERCIALLY AVAILABLE ADMIXE5 SHALL SHOW PRIOR TEST RESULTS BEFORE APPROVAL. DJ WATER: WATER SHALL BE FRESH, CLEAN, AND FREE FROM INJURIOU5 AMOUNTS OF SEWAGE, OIL, ACID ALKALI, SALTS OR ORGANIC MATTER E) FINE A66RE6ATE: SAND SHALL MEET THE REQUIREMENTS OF CURRENT ASTM STANDARDS, DES16NATION C33. THE SAND SHALL CONSIST OF HARD DENSE, DURABLE, UNCOATED ROCK PARTICLES AND FREE FROM INJURIOUS AMOUNTS OF SILT, LOAM, LUMPS, SOFT OR FLAKY PARTICLES SHALE, ALKALI, OR6ANIC MATTER, MICA, AND OTHER DELETERIOUS SUBSTANCES. IF WASHED, THE WASHING METHOD 5HALL BE SUCH A5 WILL NOT REMOVE DE51RAB1-E FINES, AND THE SAND SHALL SUBSEQUENTLY BE PERMITTED TO DRAIN UNTIL THE RESIDUAL -FREE MOISTURE 15 REA5CNA5L-E UNIFORM AND STABLE. THE SAID SHALL BE WELL-61RADED FROM FINE TO COARSE, WITH FINENESS MODULUS BETWEEN 1.40 AND 3AO. THE FINENE55 MODULUS 15 DEFINED AS THE TOTAL DIVIDED BY 100 OF THE CUMULATIVE PERCENTAGES RETAINED ON US. STANDARD SIEVE NOS. I6, 30, 50 AND 100. NOTE FILLED CELL COLUMN MAX. 32" SPACING 15'-8" TOTAL LM14TH BUILDIIS MIXING AND PUMPING OF H1614-5TRB46TH CEMENT MORTAR: ONLY APPROVED PUMPIN6, GONTINUOL15 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 DRU M5 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" A5 TO PRODUCE A HOB 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 P051TIVE DISPLACEMENT PISTON TYPE PUMP CAPABLE OF DEVELOPING 015PLAGIN6 PRE55URE5 AT THE PUMP UP TO 350 P51. THE MINIMUM VOLUME OF MORTAR PLACED IN THE HOLE SHALL AT LEAST EQUAL THE VOLUME OF THE AUGURED HOLE. LOCATION OF PILES, WHEN IN CLU5TER5 OF TWO OR MORE, PILES SHALL BE INSTALLED WITHIN 3 INCHES OF DESIGN LOCATION. SINGLE PILES SHALL BE INSTALLED WITHIN I -V2 INCHES OF DESIGN LOCATION. VARIATION FROM PLUMB SHALL NOT EXCEED 1/2 INGH IN TWO FEET. ADJACENT PILES SHALL NOT BE PLACED UNTIL THE MORTAR IN THE PI1 E5 HAS REACHED ITS INITIAL SET IN ORDER THAT THERE WILL 8E NO INTER CONNECTION BETWEEN ADJACENT PILES WHILE THE MORTAR 15 IN A FLUID STATE. AN A5-BUILT SURVEY OF PILE LOCATIONS SHALL BE PERFORMED BY A FLORIDA FE615TERED LAW SURVEYOR PILES SHALL BE LOCATED ON THE RECORD PRAWIN65 HORIZONTALLY AND VERTICALLY FROM THE COLUMN GENTERLINJE5. SUBMIT THE RECORD PRAWIN66 TO THE ARGHITECT FOR APPROVAL. OB57R.)GTIONS: SHOULD ANY OBSTRUCTION (INGLUDIN6 BUT NOT LIMITED TO BOULDER5 AND TIHIBER5) BE ENCOUNTERED WHICH SHALL PREVENT PLACING THE PILE TO THE DEPTH REQUIRED, OR 5HALL GAL15E 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 SHALL BE PLACED AND PAID FOR IN AGGORDANGE WITH THE BID BA515 FOR ADDITIONAL FOOTAGE. REFUSAL SHALL BE DEFINED AS THE DEPTH WHERE THE PENETRATION OF THE STANDARD AU6URIN6 EQUIPMENT 15 ONE FOOT PER MINUTE OR LESS. COLUMN SCHEDULE CI 0 REINFORCED MASONRY p5 8"xl6" POURED CONC, COL. w/ 1-05 m VERT. COL, w/4-"6 CONT. FILL w/ 4000 PSI GONG. w/ 03 POOP a 1211 O.G. C2 REINFORCED MASONRY O . " COL °6 COL. w/ 2-m VERT. 8x12" POURED GONG. FILL w/ 4000 PSI CONC. COL. W/4-"6 0 GONT, IVA2" POURED GONG. w/ 03 POOP g 12" O.C. G3 . COL. w/ 6-45 0 VERT, w/ 03 TIES • a' O.G. C7 ® 6"x (b" WOOD POST 31/2"x31i2"x1/4" T.S. COL. W/ 14" S m REBAR THRU G4 0 FILL w/ 4000 PSI GONG TPE POST EACH WAY WITP WOOD WRAP 3'-4" 4'-10" Y-5 1/2" 2'-b 12" 10' 0" L 4'-8" 1 3'_10" 1- 3'_8" L 3' 0" 1- 3'4" I 3'-4" I 3'-4" 1 3'-4" 1 g'_g" 3'4' 1 AG PAD TYP. cl GI TYP OR la NAVD ■ ■ ■ ■ e e ;n a CONCRETE SLAB a N N FF E. Om" HWP PA ORF a OR l5 N 6" THICK CONC. SLAB w/05 BARS e12" O.C. EACH WAY ON (o MIL VAPOR BARRIER OVER TERMITE �TREATEp WELL COMPACTED FILL 14'-4" BIN 45'-6" EL -IS" SLOPE 2" OR '1.0.0 NAVD GARAGE \ "I" THICK GONG. SLAB w/MS BARS 610" O.G. EACH WAY ON 6 MIL VAPOR BARRIER OVER TERMITE 7—T ATED WELL COMPACTED FILL 4'-8"1, 4'-2" 1, 4'-4" 2'*8" 1'-4" F-112" L4�'-b � C5 o� a �o ' I- CI TYP 3'_8" 31_4" 31_4" 31_4" 31_41, 3'-411 31_4" 31_4" 31_4" 3'_4" 3'_4" 3'_4" 4'_4" FIRST FLOOR SLAB PLAN 2 3 4 3'-8 " 31.0° g'_8" \ b" CONCf ZEI E STEPS W/ BRICK PAVER CiN TOP ■ a W V-0" 1 4'4" 13 1 14 15 16 PILE CAPACITY: THE DE516N 15 BASED ON A MAXIMUM WORKING CAPACITY OF 25 TONS PER PILE IN COMPRE55ION AND 10 TONS PER PILE IN TENSION. PILE DIAMETER SHALL BE 14 INCHES. PILE TOPS: WHERE THE PILE CUTOFF 15 NEAR THE 5URFAGE OR ABOVE THE BOTTOM OF THE EXCAVATION, METAL SLEEVES OR CAN% OF THE PROPER DIAMETER AND AT LEAST 16 INCHES IN LENGTH SHALL BE PLACED AROUND THE PILE TOPS. (5PEGIAL CONDITIONS MAY REQUIRE METAL SLEEVES OF ADDITIONAL LEN'iTH). AU6URI19 EQUIPMENT: THE HOLE THROUGH WHICH THE HI6H1-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 GUTTIN6 TEETH. THE AUGER FLIGHTIN6 SHALL BE CONTINUOUS FROM THE AUGER HEAD TO THE TOP OF AIU6ER WITH NO 6AP5 OR OTHER BREAKS. THE PITCH OF THE AUGER FL16HTIN67 SHALL NOT EXCEED 4 INCHES, AUGERS OVER 40 FEET IN LENGTH SHALL CONTAIN A MIDDLE GUIDE. THE A ASERCAST PILING LEADS SHOULD BE PREVENTED FROM ROTATING, BY A STABILIZING ARM. PILE REINFORCEMENT: ALL PILES SHALL BE REINFORCED WITH M VERTICAL REINFORCING, BARS WITH 43 TIES 0 10, G/C EXTENDIN6 15'-0' BELOW PILE CUT OFF ELEVATION AND I■'T VERTICAL REINFORCING BAR AT CENTER OF PILE EXTENDING FULL LENGTH. PROVIDE CENTERING DEVICES FOR REINFORGIN6 GAGE AT 101-0' C/C MAX. SPACING. BEAM )W CONCRETE MASONRY AIRE INGROUTED :AL ATION MEMBER :AWAY WALL CONSTRUCTED OF FORGED, HOLLOW CONCRETE 4RY UNITS NOT TO EXCEED 8" 3%NESS). BEAM OR STRJGTURE VERTICAL FOUNDATION MEMBER WAVE CREST HOLLOW CONCRETE MASONRY LNITS ARE UNGROUTED Gl ��GNZ ■ e t. BREAKAWAY WALL CONSTRICTED OF ■ a STILLWATER UNREUFORCED,HOLLOW CONCRETE ■ _ ELEVATION MASONRY UNITS (UNITS NOT TO EXCEED 8" IN THICKNESS). GROUND SLAB ON GRADE SEE PLAN E 14 BREAKAWAY WALL SCALE: NTS. FRANGIBLE WALLS io FOUNDATION NOTES: I, FLOOR SLAB TO BE 6' THICK POURED CONCRETE SLAB WITH REINFORCEMENT A5 SHOWN ON e PLAN ON 4 MIL VISGUEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. SOIL TO BE TERMITE TREATED PER LOCAL CODE. 2. GONGRETE SHALL CONFORM TO AGI 316/83 AND SHALL HAVE 4000 PSI COMPRESSIVE 5TREN19TH IN 28 DAYS. MAXIMUM SLUMP 5', 3, REINFORCING 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 3/4' MIN. o e 4 ALL FOOTIN95 SHALL BEAR ON NATURAL SOIL PREPARED, AS IN NOTE 5 BELOW. 5. ALL FILL TO BE GLEAN, GRANULAR PREPARED IN AGCORDANGE 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. COMPACT BOTTOM OF EXCAVATION WITH MEDIUM DUTY VIBRATORY ROLLER 6. FILL SHALL BE GLEAN AND 6RAN)LAR, FREE FROM DELETERIOUS MATERIAL AND WELL GRADED, 6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE P FOOTIN65/PAD5, LOAD BEARING WALLS, STEEL/CONGRETEA-om COLUMNS, WOOD HEADERS, CONCRETE BEAM5/TIE BEAMS AND HEIGHT ELEVATIONS OF EACH WITH TRUSS MANUFACTURERS DRAHIN66 BEFORE THE POURING OF CONCRETE FoOTIN65MADS AND SLAB. ?. COORDINATE A/G , MECHANICAL, ELECTRICAL 4 PLUMBING PLANS FOR REQUIRED OPENINGS IN SLAB. 5. SLEEVE ALL PLUMBING PENETRATIONS. 4• SEE ATTACHED AUGER CAST PILE SPECIFICATION I I I I 5 6 7 8 9 10 11 12 1 13 1 14 1 15 FILE 16 Z 0 0 a W W p* N �N �o N 0 emm p- 0C �0 J m246 C u U M Ij a � L m vo N =IOW 1� \ m a 9 h 0 • Q, K V) 3 O0� W Lu �Z y`Iv7^7 ` ry ~" J m W 7 °n /^ U M yZ aLL F wu J 2 w O m In Ld Z Z Q mZ 0` � '0 Mo M C H b n z �� Q � m $9 G Cn =Ei iC 8 F W� r A c) O 'CD a 3 N U � D _< Drawn by. MOH HVN Project No. Cadd File NO.: C Sheet No: Q�o� A of --sheets 2 1 3 1 4 1 5 16 7 1 8 1 9 IN 11 112 1 13 14 1 15 1 16 N M K H G F E C C i' 8 A-1 1/4 to= 1 ' —0" WALL TYPES ® - ONE LAYER1 BOARD 1 BOTH SIDES OF 3 5/8" OR 6" METAL OR 2 x 4 STUDSC . D.C.BEARING ONE ,� iti:6iiiiijAiiijii?►liili " TYPE "X" GYPSUM BOARD ON BOTH 1O LAYER ' : O.C. • BATT. INSULATION.ONE HOUR RATED PER F.B.C.,. EDITION 1 FOR WALL SIZE) : S UCCO 1N 5/8" CDX PLYWOOD SHEATHING 1 EXTERIOR & 1/2" GYPSUM BOARD ON NOTE:1 :1 @INSIDEOF CHIMNEY ONE LAYER / BOARD 1 METAL : INTERIOR : : STUCCO ON EXTERIOR OF : CONCRETE BLOCK. W/ CORE FILL R-9 INSULTION 1 1N 8' CONCRETE BLOCK, ■ BOARD PARTITIONS 1 TYPE INDICATED ON PLAN UNDERSTOOD 1: NOTE FILLED CELL COLUMN MAX. 32" SPACING Z • 0 n — H A"N Lu N 0 om5 0 OHM L I �� U U I L I ►•.(��1� 2 I M LAY. c BmeTc 3' 2■ BATH 2 c WG MASTER 3■ u1C 2 W SUITE To 3' ,, a a ,qqq�.,� 3" 3' I LAv. 0 3, ■ m 21irsnrc waR BATH 3 rymo I caul. A '"> m a a" K J . ; 0 K17CN3=N um �1 sMt LAUNDRY �jr �w h c I I H eP N, LAv. V I LAY. �\ \ q• G O W uwcc c `fie 3' 3■ SFwR \ \ LAv l POUJDER 3' •_/� Z 2_ ■ 2 \' c 3 GUST RM W z o CABANA 3' m 0 u l BA71 I 3,w Z a LL ' N �\SnFu m ■ °° w= 3• 'q Z O ro a H HYDROVENTING CALCULATION: PER FEMA : I SF GROUND FLOOR AREA WILL FROVIDE ISQ INCHE OF VENT REOUIRED: TOTAL 510 SF = 510 SQ INCHES PROVIDED: I6"x8"=128 e3 = 600 SQ. INCHES (SMART VENTS MODEL 1690520) = 200 SQ INCHES EACH 4' E13 I PLUMBING RISER DIAGRAM MISC, NOTES: 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 /4" THICK (UN.O.) 6. DOORS BETWEEN GARAGE e 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. i. 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 (0.45 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 FRC, 2010, S, WEATHERING AND TERMITE AREA PER FLORIDA BUILDING CODE 2010 10, CEILING ABOVE: GARAGE TO BE SEPERATED BY NOT LESS THAN 5/6" 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 F.B.G.. 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 IN SECTION R302.9 FLORIDA RESIDENTIAL CODE. WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 5.1 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 BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS, FIRST LEVEL I A14 GENERAL NOTES F zjig 8 a G p� g$ (D • § O Llif €6� F W c o z �I 0 U O '`+ � W a J E w O �m* g4 N ^� _ C:>O o V) Q 3 Q N Drawn by. MOH HVN Project No. Cadd File NO.: Sheet No: 0 of --sheets C ►_� 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 15 16 2 1 3 1 4 1 5 1 6 1 7 1 8 7 10 12 I 13 16 Iff ITA L K J H G-1 1/4 ot= i *_0" G F E F c C a A D A-1 1 /4"=1'-0" r e1_m11 151-01 121.311 1 5'-811 IT-4" 1V.5" Q LAUNDRY CHUTE SIZE, LOCATION 3 CO G c, Op VERIFY W/ OU.NER - - --- - 00 _ _N 1 0 I v --6i1 1 I I 1 31 /_I_pll 411 21 O J Ir 131_411 J V ■ I 1 I 1 1 I I 1 1 1 I I 1 I T 1 42" HAND RAIL 0 ! DIN RM i a KITCHEN 1 REJECT A 4" SF 4ERE TYP. ■ 10'-8" CLG I O i d' 10'-8" CLCs. I LAUNDRY 2-20M ' L J L ---------------------------- ------- e 6'-z" BED RM 4 ■ -------------------NJ ---------------------- -- I 1 E _ — 1m1_mr1 cL�. EC�SS 1 (2) 2880 I 11 1 1 I ! W/TR5M 1 I 1 I 11 11 L I ^^ I O 1 p --- -- - ---- ---- ---------------------------- - --- 211 6' 10" 2 - " o I 1 0j I 1 I I 2880 ■ r 1 � � I0" ■j �N I1 EAN ROdii----____----------J---------- � BA TN 4 ■ ICOVERVQ BALCONY I'll --- ---------------------------- -0-_O---------- ----------- -------- � 42" LOER WALL I I_E0D11 4'-611 1122 41p/11_811 4i-0" /LI 131_41 V1_011 42" HAND RAIL TO /EL u"■ " 4 SPHERE TYP. NOTE 6 1 1 1 1 1 1 I N u ■ ■■ ■ ■ ■ ■■ cO I --------------------J L-------------------------------- ------- i I I--------------------- - I---------- --- - -- - ----- -- - I -- -- -_a"'ARCH I I I I I I POWDER a ;�4 _ "I 1 11 0 ------' `--------------------'----------- ----- ^2Q]FIT I Y13 ABOVE �11 I 41.211 41.21_ 31_p11 O 21 I 2 IS g 9 11 i 1_ 11 3' + + T + 2 10 T 2 ) b' I = ■ I ---T-- I 2880 1 HB 141 ■ C O 0 5'-0 31-0 5'-11/2 13'-91, 22'-21/2" 11-111/2" 5'-11/2" 63'-13" 51_011 11_011 SECOND LEVEL THIRD LEVEL NOTE FILLED CELL COLUMN MAX. 32" SPACING =r-1LLr=pELL COLUMN MAX. 32" SPACING 44" H. 8x8 COLUMN TYP. ® 2 42" HAND RAIL TO REJECT A 4" SPHERE TYR 14 1 15 WALL TYPES ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH SIDES OF 3 5/8" OR 6" METAL STUDS @ 16" 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. R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. EDITION 2017 (SEE PLAN FOR WALL SIZE) 7/8" STUCCO ON 5/8" COX 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 & 5/811 STUCCO ON EXTERIOR OF 8" CONCRETE BLOCK. W/ CORE FILL R-9 INSULTION SACCO Oil 8' CONCRETE BLOCK. BOARD PAR11flONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO MISC. NOTES: 1. ALL GLASS IN DOORS d ALL SLIDING GLASS DOOR TO BE TEMPERED. 2. ALL GLASS SHOWER E 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 6 BASES SHALL BE IMPREVIOUS MATERIALS 5. ALL FIX GLASS SHALL BE 1/4" THICK (UN-0.) 6. DOORS BETWEEN GARAGE E 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. -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 STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 51 SQ.FT, 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 E WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. G14 GENERAL NOTES Z 0 • z N _ �~ Q r01 W N 0 s $. m� 3. O all) g< o $4 0 411�u J. M o IL h Now 0i K 01 w' h OR �0LU W Lu H� Z V R ~ 0r4 mu! ,y M yz Q LL A,H W J wu �u I w 7 -00 � WQ Z p a 0 °0 M 1 H 50 z < lit Q_ j G CD Q aE= Drawn by. MOH HVN Project No. Cadd File NO.: Sheet a llo: of --sheets F IN C C 01 2 1 3 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 15 16 L K J I G F E I C i 1 2 3 4 5 6 7 8 9 10 11 12 ATTACH RAILNG FLANGE TO HOUSE W/(2) 5/16"xl 1/2"7APGON5 2"4" ALUM.TOP. BOTTOM E VERTICAL RAILS (VERT. 0 48" O/C MAX) NEOPRENE HIP/RIDGE STUCCO CLOSURE COVER SEALANT FASTNER 26 GA.ALUMN. COUNTER FLASHING BATTEN CLOSURE WATERPROOF STANDING SEAM MEMBRANE ALUMN_ ROOFING DETAIL SHOWN FOR WOOD STANDING SEAM FRAME CONSTRUCTION - DETAIL SIMILAR FOR BLOCK " ALUMN.. ROOFING CONSTRUCTION 26 GA. GALV. METAL VALLEY FLASHING SEALANT — _ _ PLYWOOD SEE 'S' DWGS FASTNER AT 12" O.C. z ALUMN. V' FLASHING _ STANDING SEAM ALUMN.. ROOFING °J NEOPRENE SPACER ROOF CLIP LL STANDING SEAM 3/4" CDX PLYWOOD SHEATHING ALUMN.. ROOFING FASTEN VER7.RAILS TO CONC. SLAB ALUM. SHOES FROM RAIL MFR W/(4)5/16"x 1-1/2"TAPCONS 13 IFN 1'-B" 0 15 1 16 z• _ 0oq LU 51L 0$ a 0 NA W" a N of g< „ u u L-1 HIP / RIDGE COVER L-4 VALLEY DETAIL L-7 FLASHING DETAIL L-10 RAIL ATTACHMENT EXTERIOR TRIM PROPILES N.T.S. N.T.S. N.T.S. NOTE: VERIFY W/ OWNER FOR RAILING STYLE ELEVATION MATERIALS KE*'NOTE SYMBOL DESCRIPTION lO ALUMINIUM ROOF O EXTERIOR WALLS W/ SMOOTH STUCCO O3 12" SQUARE COLUMNS ® RAISED STUCCO BAND E SURROUND Q DECORATE SILL E HEADER © ALUMINIUM LOUVER ODECORATIVE SHUTTER 12 DECORATIVE CONC. SIDING LOOK I__1 7 ST R R OVER T W/ 2" STAPLE TF465 AT E) (SEE I (T1 A-1 REAR ELEVATION 1/4 to= i '-0" 1 1 2 3 OP OF TIE BM, n tmT04 8 71E E3 a +34'-8 OF OF 3rd FLOOR n T OP OF 3rd F g +25'-4" 'nd LEVEL CLG. LINE n 2nd LEVEL CL I +23-4" g +23'-4" _ (31 n TOP O. ENTRY id FLOOR n 211d FOOR PL. iROUND FLOOR � TOP OF GRO( g +0'-0" = (8 A-10 FRONT ELEVATION 1/4 1 '-0" " 4 5 6 7 8 9 17 11 1 12 13 14 1 15 16 m a J . �w �V) ui w ui = Z 3Z mw HZ r J N 1�Z ■ O M O �n n P K P t 3 z O s F G LJ_I ig -5 F a c ir 0 1 4 J w0AN oCD a 3c Ln U co 03 D Q OH A EFIIeNO.: Sheet ��No: Ln1NJ ❑ of --sheets C r_1 1 2 ELEVATION MATERIAL5 KF1 NOT SYMBOL DESCRIPTION NN O ALUMINIUM ROOF O2 EXTERIOR WALLS W/ SMOOTH STUCCO 3O 12" SQUARE COLUMNS ® RAISED STUCCO BAND 4 SURROUND 0 DECORATE SILL 4 HEADER bO ALUMINIUM LOUVER M O DECORATIVE SHUTTER DECORATIVE GONG SIDIWG LOOK L K J 61 G E D C i A 3 4 5 6 7 8 9 10 11 12 1 13 1 14 OIL TOP OF TIE BM. e +34'_8" v a+ n TOP OF 3rd FLOOR IN e +28'-4" OIL 2nd LEVEL CLG. LINE e +23'-4" P 2nd FOOR PLAN IN +ll'-4" IST LEVEL CLG LINE e +9'-4" = (11.4 NAVD) TOP OF GROUND e +0'-0" LEFT (NORTH) ELEVATION 1/4 to= 1 '-0" 1 1 2 3 7 7 a+ 15 16 z • 0 cmi n _ �a w y� jm N 0 a 0 K Z��- N O D Ng IL �0 U U M a c s W M 1 0 k a N ; a K C P O� W = z y z11H WDz0 I® z �§ o Qp � G S � LL_I E IF WW L w E O � ^w W � [� y g 11��111 2 C:) o¢ N 3 Q I�1 y D Drawn by MOH HVN Project No. Cadd File NO.: Sheet No: of --sheets L 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 N M L K J H G F E D C B A RIGHT SOUTTH ELEVATION 1/4 91=10-000 1 2 3 4 12 TOP OF TIE BM. n 34--8" = C42'-8" NAVD) TOP OF 3rd FLOOR g +28'-4" = (33.4NAVD) 2nd LEVEL CLG. LINE n o +23'-4" = (31.4 NAVWQ� 2nd POOR PLAN ® +11'-4" = (19.4 NAVD) Ist LEVEL CLG. LINE +10-4" = CIi.4 NAVD) IP OF GROUND FLOOR 0+01.011 Z • Z �N r < 0 4 N 0 °m a 0 ��- �0 D Ng U U M a c N w J V�� 1a �� sN ija �h �a K �w Lo O� w uJ ■L' Z y Q .� Z ~ V Mw ZO W� M r( w M v Q LL yz�i W J S w o O In Laa Z 0 Mo M 0 H aa o is F LLJ E W `8 i� F 0 wQ U � W uu J N O u =�^•r� N OZD w Q N 3 � D a � Drawn by. MOH HA Project No. Cadd File NO.: DATE I•I�I A.R.B. SET 10-"-20 PERMIT SET 12-07-20 C C Sheet No: 9 a of --sheets 5 6 7 8 9 10 11 12 13 14 1 15 16 1 2 3 4 5 6 8 g 10 11 12 13 14 15 16 N M K i H 14 G F L 11 G I A A-1 CROSS SECTION 1/4"=1'-0" 1 2 3 z • 0 n M �a W N 00 0 e6 ` Oi �m n �0 Nm a U U C-M a c IL m� L N m cia \mLJ d� �a �a K �w E N y oP _V OLU W z y Z N ~ J W 7 M HZ aLL w= w, r V w J 2 w V) O O ui Q :CZ 0d � \0 r�0 + M a H ap Z F o III G 1- 2 Egc F Icnz W � E W w j••ij A o � S ~ o mLn aw 3 us Drawn by. AOH Project No. Cadd File NO.: Sheet No: 0 A FILE COP of --sheets 4 5 6 7 8 9 10 11 12 13 14 15 16 2 3 4 5 6 7 8 9 10 13 1 14 1 15 16 W L K H G F C u C 0 Jill 11 BUILDING PRODUCTS WINDOWS (CASEMENT) WINDOWS (FIXED GLASS) FRENCH DOOR (ALUMINIUM) SLIDDING GLASS DOOR DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENNING SCHEDULE SWING DOORS, OVERHEAD DOORS, FIXED GLASS, WINDOWS AND SKYLIGHTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD BUILDING DESIGN EXPIRED DATE TYPE SIZE SPACING EMBEDMENT PRESSURE APPROVAL NO. > , EVALUATION AGENCY PRODUCT DESIGN PRESSURE 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 MIAMI / DADE VINYL CLAD (SPECIALTY IMPACT) ANDERSEN CORP 3/16"x2— 3/4" TAPCONSI 1/4" MIN. EMBEDMENT SEE STRUCT. PLANS +70.0 / —80.0 MIAMI /DADE A —SERIES (IMPACT) ANDERSEN CORP #10 WOOD SCREWS IN 2x BUCK 1— 1/2" MIN. EMBEDMENT SEE STRUCT. PLANS +65.0 / —70.0 F MIAMI / DADE SERIES 8100 (IMPACT) eXT. sTU CONICS EL( SOLID GF 1/2" EXPANSION EX AT 16" 6"I N/A FL-12496.2 T� 2x6 W N/A FL-15905.7 N/A DOHmI-02 L-16523.02 L-10 N.T.S. WINDOOR 1 /4"x2— 3/4" TAPCONS #12 HEAD SEE STRUCT. +65.0 / —70.0 PLANS 11 /03/2021 15-0715.05 MIAMI / DADE FRENCH FRONT DOOR SERIES 450 (IMPACT) CGI WINDOWS 1/4"x2— 3/4" TAPCONS #12 HEAD SEE STRUCT. PLANS +90.0 / —90.0 11/09/2021 16-0329.04 MIAMI / DADE GARAGE DOOR HURRICANE (MASTER IMPACT) DAB 5/16"x1-5/8" LAG SCREWS EA. BRACKET SEE STRUCT. PLANS +56.0 / —64.0 02/20/2020 15-0304.02 MIAMI / DADE PRODUCTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD TYPE, SIZE, SPACING, EMBEDMENT BUILDING DESIGN PRESSURE EXPIRED DATE APPROVAL NO. EVALUATION AGENCY PRODUCT DESIGN PRESSURE ENGLERT ALUM. STANDING SEAM. MODEL 2000 — LOC 1"S.S. +/— 128.4 TAS112 08/23/2021 FL-127512 MIAMI / DADE ROOFING UNDERLAYMENT OVEN CORNING WEATHERCOCK METAL _ THE UNDERLAYMENT SHALL BE INSTALLED WITH MINIMUM 2 SIDE LAP AND MINIMUM 4" END LAP. NA. 08/23/2021 FL-9777.7 MIAMI / DADE STUCCO NA. NA. STUCCO ON METAL LATH +/_ 49 NA. NA. MIAMI / DADE SITE/ MODEL LOCATION COUNT MANUFACTURE GLASS PRODUCT APPROVAL NO. 2880 FRENCH CABANA O ANDERSEN FL-14285. 3 ❑2 5460 FRENCH FLEX AREA, BEDRM 3, BEDRM 4 O ANDERSEN 3/16" IMPACT FL-14285. 3 u�j 0 6080 FRENCH ENTRY DR N ANDERSEN 3/16" IMPACT FL-14285. 3 Z (K ® 16OW BLDG GS DR OCEAN RM O WINDOOR 3/16" IMPACT FL-11-0822. 02 O Lu Q ❑5 NOT USED W © 10080 SLOG GS DR MASTER BED RM OI WNDOOR 3/I6" IMPACT FL-1-121S. OS N. GARAGE © DAB L—A MK SIZE/ MODEL LOCATION DIM COUNT MANUFACTURE GLASS DESIGN ATTACHMENT ATTACHMENT 1 (1/4" TAPCONS) ATTACHMENT 1 (1/4" TAPCONS) ATrACHISW 2 (1/2" EXP. BOLTS) ATTACWMIT 3 (1/4" TAPCONS) PRODUCT APPROVAL PRESSURE O CX25 FOYER 4FLEX AREA BED 2, LOFT, STAIR (5350) 4 ANDERSEN FL-124%3 IMPACT SEE PRODUCT APPROVAL AND PROD DRAWINGS BY B O CIU IS MASTER BED RM 12450) Q ANDERSEN FL-124%3 IMPACT IMPACT GUMN'S QUALITY GLASS 4 MIRROR O GX 16 OCEAN RM, DMMG RM (2T60) ® ANDERSEN STAIR POUNDER RM FL-124%3 IMPACT DO CLU 16LAUNDY , LOFT (2460) O ANDERSEN FL-124%3 ®® w Ina r z IMPACT EO CB MASER BATH 4 BATH 2 (2050) O RSEN p y4IMPACT O CH BED RM 3, BATH 4 (2040) ® FL-124%3 FL4245 3 ® ® pL1 IMPACT GO CNI55 KITCHEN (1854) ANDERSEN FLI2 IMPACT HO NOT USED IMPACT TEMP Oj 4'-O"X b'-0" FIXED MASTER BATHRM SHOWER lO F'QL 5E93 GLASS IMPACT ERSEN O 4'-6"X 6'0' FIXED MASTER BATHRM TUB lO FL-15S053 IMPACT STEEL MULLION FL-15WAI IMPACT NOES: A I. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OFETINING PRIOR TO CONSTRUCTION 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS. A - 4 EXTERIOR OPENING SCHEDULE 3. PRODUCT APPROVAL INFORMATION ( INCLUDING ATTACI MMT)15 SUPPLY BY THE MANUFACTURE ANNAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFOWATICN. 1/4 1`1= 1 ' —0" 1 2 3 4 5 6 7 8 ATTACHMENT CONCRETE MAE STUCCO FINISH CONT. SEALANT ANDERSEN CASEMENT WINL DOOR RECESS DOOR STOP DOOR - SEE SCHEDULE DOOR TRACK BY DOOR MFR. GARAGE DOOR JAMB 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. 1/4" x 3-1/4" LONG TAPCON TO CONC. ATTACHED DOORS WITH 2" M2 SREW ATTACHED DOORS WITH 2" "12 SREW DIRECT TO BUCK AT 6" FROM CORNER DIRECT TO BUCK AT 6" FROM COWER 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 2x6 PT. TO CONCRETE WALL WITH Ix6 PT. BUCK ATTATCHED WITH 1/2" DIA. EXPANSION BOLTS 1/4" x 3-1/4" LONG TAPCON TO CONC. 6 I6" O.C. 6" EMBEDMENT SEE GARAGE DOOR DETAIL M-14 ATTACHED DOORS WITH 2" M2 SREW 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 BUCKS (TYP) ALL EXTERIOR DOORS AND WINDOU.B WITH CONTINUOUS BEAD VALKUMP SEALANT. RING CONTSEAL 'SUM BOARD MARBLE STOOL SEA BACKED IN GROUT BED DN CONT. SEALANT V •' DOD BUCK 5/8" GYPSUM BOA -. BEAD ON Ix P.T. FURRING A - SUM BOARD pa' .ALANT I SPACE R-42 FOIL BAGGED a. '~ INSULATION - A .A v G-10 CASEMENT WDW. HEAD G-14 CASEMENT N.T.S. N.T.S. AT CONCRETE WALL In- GYPSUM BOARD ON FOIL 1, ANDERSEN CASEMENT WINDOW 1/4" SHIM SPACE CONT. SEALANT 2 "x P.T.WOOD BUCK I" RAISED STUCCO BAND REINFORCED WITH GALVMETAL LATH CONCRETE SILL CAP WDW, SILL INBULATIGN ANDERSEN FIXED GLASS vrsmi rvxP.rtvia¢ttaG � COST. SEALAN GORIER BEAD 5/8` GYPSUM BOARD Yx P.T1000D BUCK DONT. SEALANT 1/4" SHIM SPACE �I� ANDERSEN CASEI•ENT WINDOW SWlA FINISH CONCRETE MASONRY WIT i•• IJ: L D-10 FRENCH DOOR JAMB D-14 FIXED WDW, SILL N.T.S. N.T.S. HEAD, JAMB SIMMILAR ATTACHMENT 3 (1/4" TAPCONS) 3-3/4" 3-3/4" IN -SWAG DOOR SMILAR � I•M'TARRRIG . Q DOOR -SEE Vl' GTPSUI BOARD 3 ON FOIL BACKED INwLATiON NISH- CONCRETE MASONRY W — ME A UMINLM TREA MD STUCCO FINISH _E� SEALANT 7'x P.TAOM BUCK t, CGNT. SEALANT GORIER BEAD ANDERSEN OR EOIlAL DOOR 1/2' GYPSI.M BOAIm O .Q, > CONT. SEALANT SLOPE va° FE e —1/4• SHIM SPACE • o . .a a REBSIBLE FILLS FILLER CONCRETE SLAB DTHm]-01 A-14 FRENCH DOOR HEAD A-10 FRENCH DOOR SILL N.T.S. I N.T.S. 9 10 11 12 13 14 15 16 Z 0 Z n 0 a' o 0 4 CL 0 O q 1� �u U M ano 0 a b� W IL � � mo n L n m vo 4 1M 0 i N _1 a h K �a01 �w N OLu W LU y� =Z ~V J W O m 0w M HZ m w, F w= FU w W J S O m 0 Z Z ; Rf O D � m 0 M H CD C/-)LLJ —1 . ¢a � F G LJLJ = r--) C] Q C .6 o$ I k 6 1E Drawn by. MOH HVi`I Project No. Cadd File NO.: F C Sheet No: �D� A of --sheets 1 2 t2" TOPPING (BY G.C.) fN UR 7CAST AM AT i 6" U.S. 4-0O.C., #3 BARCONT. , • AND #4 x 1 -6" LG BAR ..� : 3 1 2"f 3/4" BRG. GROUTED IN CORE, ONE PER PLANK.(BY G.C.) 8" MASONRY WALL BEYOND W/REINF. (BY G.C.) I SECTION M SCALE: 3/4' = 1--0" OPPING SECONDARY POUR.C(BY G.C.)4BAR CAST IN TOPPI 4 -0"O.C., AND#3 Tl._W/�RUNF. U.S. BAR CONTINUOUS.(BY GC.) IES NRY WALL (BY G.C.) 2 SEGTION IK SCALE: 3/4" = 1'-0" i WBAR COW. t2" TOPPING (BY G.C.) ; J : 8" U.S. 6" U.S. t 3 1 2"3 3 4" BRO. - . ,• LAP VARIES ' • i • ; CAST W1 BEAM W/1 04 BAR CONT. IN 4" SECTION CONC. BEAM--', W/REINF. (BY G.C.) ••• #5 BAR CAST IN BEAM AT 4'-0" O.C., #4 BAR CONT. AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE PER PLANK. (BY GC.) 3 SEGTION SCALE: 3/4" = 1'-O" H GROUTING BUTT JOINTS (BY G.C.) rrr 3 2" 5 RE18AR CCNT. �t $" $" CB-6 4 1 5 1 6 1 7 8 9 10 11 12 1 13 1 14 9'-S° G2 M. I � ,n SLOPE roPING 2" TO 4" U CB-e LB -I I - 32" TOPPING t2" TOPPING (BY G.G.' _�'+/(BY G.C.) n G-4 I THIRD LE EL HOLLOW CORE & FRAMING ( BY G.02" TOPPING (.) SECONDARY POUR (BY G.C.) #4 BAR CAST IN BEAM AT 3 1 2"8" 3U 5" BRG. -0 4 O.C.,3 BAR CONT. AND #4 x 1 -6" LG BAR I GROUTED IN CORE, ONE E PER PLANK.(BY G.C.) 8" MASONRY WALL W/REINF. (BY G.C.) 5 SEGTION SCALE: 3/4" = 1'-O" D " TOPPING Y G.C.) SECONDARY POUR (BY G.C.) #4 BAR CAS! IN TOPPI4 tLAP -0" O.C., AND" U.S. #3 BAR CONTINUOUS. (BY G.C.) IES ONRY WALL C. (GC.) 6 SEGTION SCALE: 3/4" = 1'-0" GROUTING BUTT JOINTS (BY G.C.) t2" TOPPING B 31" GYPCRETE (BY G.C.) (BY G.C.) 00 ' OD 8" U.S. B" U.S. LAP VARIES .1 = LAP VARIES S" MASONRY WALL W/REINF. (G.C.) A -r SECTION SCALE: 3/4' = V-0" 1 2 11 MEMNON'= u TOP F FLOOR ELEV. 25'-4" all HOL04 GORES SYs4M WITH 2" CB-1 ALL BELOW $" POLOL I CORES SYSTEM WITH 2" TOP OF FLOOR ELEV. II'-4" v ❑mow❑ m 3 'Amm oMmoo ■ 13'-6" 1'-4111 4'-213 non 5 E CBI G5 CA NIT, IV 50. C PEN - OPEN NOTE: HOLLOW CORE SYSTEM SEE SHOP DRAWINGS FOR LAYOUT AND ALL CONCRETE CONNECTIONS AND DETAILS A-4 3C URU LCVCL 17VLLVYY LVKC �J 1/4"=v-0" AND LOWER ROOF AT ENRTY 3 4 5 6 13'-6" 4,_6" ICB-1 I LAUNDRY CHUTE e- ILL SIZE, LOCATION B-I r VERIFY W/ OWNER II13 v' 1� l e�� ono LAUNDRY CHUTE SIZE, LOCATION 5 VERIFY V OWNE 0 v e 0 mom mm �10'm ■ EL. 10'-2" ' OF BEAM c� (q U LQ U TOP OF DECK EL. 10'-10" SLOPING „ T010'-8 SLOPEp� OPEN SW R RECESS ( I—� r- - j--�--� g EL. 10'-2 _ TOP OF BEAM � _ ;;: Q 0 w •d- lll \ N U I \ GB-4 �ts 9 TOP OF BEAM a EL. 10'-6" 1Z TOP OF BM 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. 7 8 9 10 11 12 oC 15 16 GROUTING BUTT JOINTS (BY G.C.) t2" TOPPING (BY G.C.) 8" U.S. •r? 8" U.S. 3"t 1 2" BRG, 3"f 1 2" BRG. #4 HOOKED BAR CAST IN 8" MASONRY WALL BEAM 0 4'-0" O.0 & AND #4 BAR HORIZONTAL IN W/REINF. (BY G.C.) CORE, ONE PER PLANK. (BY G.C.) & SEGTION SCALE: 3/4" = V-O" LINTEL SAFE LOADS TABLE (CAST-CRETE) M LENGTH OF LINTEL GRAVITY UPLIFT LATERAL LINTEL TYPE A 3'-4" 2231 1569 1025 81L18 B 4'-0" 1966 1363 765 81J8 G 4'-6" 1599 1207 592 8U8 D 5'-4" 1217 1016 411 8U8 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 CB = CONCRETE TIE BEAM WB = WOOD BEAM BB = CONCRETE MASONRY BOND BEAM STL = STEEL BEAM LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM MARK SIZE TOP STL. BOTTOM STL. MIDDLE STL. REMARKS -C-5 --i 8" x 12" 2- # 5 2- # 5 - C -IA 8" x 12" 2- # 5 2- # 5 #3 HOOPS 0 6" O.C. CB32 8" x 16" 2- #5 2- # 6 #3 HOOPS 0 12" O.C. CB-3 8" x 18" 2- # 6 2- # 6 2- # 6 #3 HOOPS 0 8" O.C. C 4 1 12" x 18" 3- # 7 3- # 7 #3 HOOPS 0 12" O.C. W/ARCH C5-5 1 12" x 24" 3- # 9 6- # 9 IN 2 LAYERS #4 HOOPS 0 8" O.C. CB-16 16" x 28" 4- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. C541 16" x 24" 3- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. GB-1 16" x 16" 3- # 6 3- # 6 3- # 6 #3 HOOPS 0 8" O.C. GB-8 8" x 28" 2- # 5 IN 2 LAYERS 2 # 5 #3 HOOPS 0 6" O.C. W.O./ARCH GB-9 8" x 24" 2- # 5 2- # 5 2- # 5 #3 HOOPS 0 12" O.C. C -10 8" x 12" 2- #6 2- # 6 #3 HOOPS 0 3" O.C.TO 2'-0" FROM EACH END GB -II g" x 20" 3- # 6 #3 HOOPS 0 6" O.C. CANTILICER BM CB-12 8" x 24" 2- # 7 4 # 7 IN 2 LAYERS #3 HOOPS 0 6" O.C. �LLBB-18" x 81- # 5PRE-CAST LINTEL 1. ALL LINTELS TO BE BY CAST CRETE AND POURED SOLID W/ BLOCK AND BEAM ABOVE 13 14 15 Co 16 Z • �I Q W N 0 $� a � 0 F 4 W- N �0 U m� U M a. c �m� L m w so � N L 4 �• ,� N e a -0 K • 0 �w .� h _w oW W H� Z h t:'q J ca � � /11 w V Q LL yz ai F wr � U J o V w 0 �Z 0 °o M 0 H A W 0 c� v) z CD _:::C IF G eoz _ �6, S if F 0 1� o w E LLJ N OO I� a N 1�1 3 N D MNO.:l C Sheet No: 8 A of --sheets 1 2 3 4 USP TRUSS ANCHORAGE SCHEDULE OR EQUIVALENT HARDWARE PRODUCT N MA 5TRAP DESCRIPTION NN UPLIFT Lbs REMAW LATERAL FI LATERAL F2 GBE NAILS IV A USP HTA20 (6) 10d 980# (DOUBLE STRAP) 590 660 B USP HTA20 (9) 10d 1480# (DOUBLE STRAP) (ONE PLY) 590 660 G 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 (� 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. — — L J USP USC OR EUSC (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) 1Od 1350# T& RU SE TO 575 575 (110)S10d T08)10dPLAES M USP MUGT15 (20) 1Od 1350# (10) 10d TO TRUSSES, (8)10d TO 3965 3965 TO STUDS & (2) 10d TO PLATES JKUPLIFT HARDWARE SHALL BE MANUFACTURED BY USP LUMBER CONNECTORS COMPANY AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (RE: 2005 UPS CATALOG) FRRS MAY BE USED IF STRAP SIZE, GAUGE AND AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED. Notes: L Where more than one strap Is used, multiply the uplift capacity by the number of straps. Example: " of straps 2D Mark 2xi240lbs = 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 1 to 1300 Ibs). J 4. All truss to wood connections to be MARK I, unless otherwise noted. (This means that any unmarked trusses have an uplift range from 1 to 1415 Ibs). 5. Alternative truss anchors w/ equal uplift 4 lateral load capacity maybe substituted w/ engineer's approval. GABLE END TRUSS (IF APPLICABLE). SEE ROOF PLAN PROVIDE 1/6" SPACING L_ AT PANEL EDGES HAPA 40/20 3/4" EXPOSURE 1, C-DEAT � PLYWOOD SHEATHING . P S — F PRE" o/c WOOD ROOF j�j-�//i11 1 • 24" O/O (BEE TIQU PLAN) N F E C C I. PROVIDE 2x4 BLOO�CKKI • I�� ALL PLYWOOD SEAMS BETWEEN IST (3) TR188E8 NAIL BEAM W/ I0d • 4" O/C LATERAL BRACING IF EACH SIDE OF BEAM REQUIRED (SEE TYP. Q) WALL SECTION) We- SPACE At NAILING gCINiDULE (BLOCKRYa DIAPHRAGM PANEL ENDS I EDGE NAILING I0d a 4" O.C. ® INTERMEDIATE NAILING IOd a 4" OZ. o 3 isoaNvRT NAILING 10d • 4" O.C. END BLOCKING ® CORNER NAILING IOd a 4" O.C. BEHII� FASCIA BOND BEAM OR TIE BEMs (BEE TYP. WALL SECTION) i�00� SI--1�.4T�--I11�1C-F .4T_T�.G M1=1` T L=E7,41L EN GABLE END DIRECTION OF M. TRI188ES OR FRAM'G. 24" OZ. DIAPHRAGM BOUNDIRY PL Yl!/DOD FLOOR/ ROOF SNE.4R Dl,4Pf-IACsM SCHEDULE PANEL FRAM'G. MIN. NAIL S =ACING COMMON o DIAPH BOUNDRIES 6 OTHER PANEL EDGES GRADE TRUSS SPCG. PANEL THICKNESS NAIL SIZE REMARKS ROOF AP ARATE 2'-0" 3/4" 4" IDZONE 1,2 4" a ZONE I 10d. 6.,6. BLOCKED DIAPHRAGM 4" o ZONE 3 4", ZONE 243 I EXP. I MAX. MIN. R SHANK uN.o. ON PLAN APA RATED TtCa GLUE AND SCREWED UN.O. ON PLAN 5 6 1 7 LATERAL BRACE E BRAG I NO NOTES: 10 PERMANENT 21 X 4' DIA60NAL BRAGIN6 IN THE PLAN OF THE NEAREST WEB MEMBER CONNECTION WITH (2) - 16d NAILS IN EACH WEB IN AT LEAST (3) TRU55E5 AT APPROX. 46 DEGREE ANGLE. NEF, HIB-M, N. 37, 3& 3 ". PERMANENT BRAGIN6 IN THE PLAN OF THE STRUGTLPA1- BOTTOM CHORD OF TN TRUSS. CONNECT WITH (2) - 16 d NAILS IN EACH TRUSS (RDOF ONLY). .RAGING_ TO BOTTOM CHORD W/ 2-i6d NAILS TO THE TOP OF EACH TRUSS L-5 I PERMANET BRACING N.T.S. I IN THE PLANE OF THE WEBS THIS STATEMENT IS TO CERTIFY THAT THE MAXIMUM UPLIFT FOR ANY ROOF MEMBER IS LESS THAN OR EQUAL TO UP LIFT CAPACITY OF THE ANCHOR SPECIFIED (SEE TRUSS ANCHOR SCHEDULE) LATERAL WIND LOADS FOR TRUSS CONNECTIONS HAVE 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 = 480 LBS PARALLEL TO WALL = 360 LBS EL. 33'__C7 D 2058 a A-5 ROOF FRAMING ,j 1 /4 =1 -0 AND LOWER RO F AT ENTRY 5 6 1 7 1 8 1 9 12 IT 15 THE Re5PON51BILIT'r OF THE 13UILDERA93ZSM • r o. �O PFEVENT TOPPLIN5• r APPLICABLE RECOMMENDATIONS IN TPI RBLICr a "wL+ Dui ..q. d°f W.,v xe w,`rx•_ss�; (v..:.ct, ,%P . r• ,., uv" ls,i". =a" 1 2 13 14 15 16 FN U1-IAT f C FA,5T N F� L C:;ND NOTE: ALL FASTENER AND NAILING TO BE STANESS STEEL PNEUMATIC FA5TNER6 - ITW RAM5ET / REDHEAD APPLICATION SIZE TYPE SPACING REMARKS MTL STRAP TO CONC. 1/4"xl-3/4" TAF`BLOCK OR TIE BEAM PER STRAP TRAP PER STP NON BRCS. WALL SILL 300 HD SERIES 5/32" DIA. SHANK PLATE TO CONC. SLAB SERIES WASHER 12" O.G. W/HEAD W/ " R " AND KNEEWALLS 3" LONG 1524 Sp LOGO STAMP METAL_ LATH 4 WIRE FA6TNER5 - PNEU-FAST CO. APPLICATION SIZE TYPE SPACING REMARKS 16 GUAGE W/ 6" APART WIRE LATH MIN, 1 I14" a 101 - 1 SIDE LAPS PENETRATION S" APART 16 GUAGE W/ 6" APART SEE SPB.0 SECT. 3/5" RIB MTL. LATH MIN. 1 114" a 101 - 1 SIDE LAPS 35023 PENETRATION 'Y APART 35042(CXb1b) METAL ROOF TILES - ATLAS GOLLATED NAILS APPLICATION SIZE TYPE SPACING REMARKS 010-12xi" PANCAKE GALV. PER TILE SEE F.R.C. 2011 METAL ROOF HEAD WOOD SCEW OR MANFU SEC, R9053B W. a2 PHILLIP- SEALENT SSTL. SPEC'S AND 9053b NOTES:: ALL FASCIA AND DRIP EDGE NAiLS SHALL BE 316 STAINLESS STEEL ROOF/WALL SHEATHING - ATLAS COLLATED NAILS APPLICATION 51ZE TYPE SPACING REMARKS 3/4" ROOF SHEATHING 3" x .146" ION 8,6. RAOOF - 4" 3/411 WALL SHEATHING 2 I12" x .131" RING EDGES - 4" SHANK ALL ROOF / WALL SHEATHING NAILED 4" O.G. NOTES: 1. HAND NAILING MAY BE 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 BUCKS SHALL BE AS PER MANUFACTURERS SPECS. 4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED. 2250 G14 I GENERAL NOTES D EL. 33'-4" TOFOF BM 2250 TOP OF BEAM EL. 33'-4" TOP OF BEAM EL. 33'-4" COPY z • 0 z V) � �~ Q w m N a 0 56N 0 om� a 0 g 0 �U i) oo m U Iva p O 5N r10 • K E N �w y oP VOCG w LU y7 IJ 3 ry ` w z o M 0 yz U �LL F J w= r V 2 w D 0 O 0 in Z La Z 'U 0a O Mo M H z F z a�: F Q G � LL • LL O e� me �o>E F W a 0 o E w�Ag o O V1 w z � � 3 D a � ECadd ENO.: SheetNo: nn Q�aLS of --sheets C 8 1 2 3 4 10 12 13 14 15 16 2 3 5 L 7 1 8 1 9 1 10 12 13 14 15 1 16 ICI M L K 7 H L F F-1 N.T.S. E F7 G Q A-1 NTS NOTES: 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 2x(b SAFEGUARD TOP 1/4" COUNTERSUNK LAG SCREWS N EA. PICKET) 2x2 PICKET SPACED TO REJECT 4" DIA, BALL. (VERIFY W/ OWNER FOR STYLE) — 1/4" COUNTERSUNK LAG SCREWS N EA. PICKET) STAIR STRINGER ♦ ♦� NOTE: k4NDRAILS TO RETURN TO WALL OR END AT TERMINAL POST FLOOR STRUCTURE HEADER OR GIRDER TRUSS 2x12 STRINGER TYPICAL INTERIOR STAIR & RAIL DETAILS CONTINUOUS BARS 0 EXTEND TO WITHIN 1 1/2" OF FORMS FOR )`SEAMS, 2" FOR FTGS m SEE SCHEDUI-E AT CONTRACTORS OPTION, PROVIDE CORNER BARS SAME SIZE 4 NUMBER AS BEAM OR FTG WITH GREATEST TOTAL AREA OF STEEL IN LIEU OF STD 90' ACI HOOKS m LAP BARS 48 BAR? EACH LEG. STANDARD 90` AGI HOOKS (2R. +TR = 24 TO 25) 1,211 + 12" + 10" = 24.411 2x TREADS NAILED AND ser IN MASTIC, \\ I FIN- FLOOR P.T. 2x4 BOT. PLATE OR APPVD EQUAL. NOTE: AT BEAMS W/ CONC COLUMNS BELOW m HOOK BARS DOWN INTO COLUMNS 4 LAP 6 VERTS CORNER BEAM A-7 FOOTING SIMILAR N.T.S. 2 3 4 5 6 L-8 N.T.S. F-8 N.T.S. TI = C A=a 36x OIAM. LI4 L2 1 L3 NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR. STEEL PLACEMENT cot, L-11 N.T.S. TOP GONT. BARS SPLGE AT MIDSPAN ONLY AS REOV "G" BAR "0" BAR OOR�3 2 w CREATE U 030 030 030 LI LI OR L2 LI OR L2 ( GREATER CiFfATER As" METAL PLATE TOP d BOT. 34ia" VERT. METAL (25 ga.) STUDS 0 16" O/C STANDING SEAM METAL ROOF INSUL. AT SELECTED AREAS 4 TYP. BETWEEN COND. d UNCONDITIONED SPACES SEE ANCHOR SCHEDULE VERIFY w/ CONTRACTOR a ROOF PLAN FOR TIE DOWNS — 2X6 TRUSSES a" GYP. BD. OR BLOCKING 1j2" M.R. (GREEN) GYP BD. ALUMINIUM AT WET AREAS DRIP EDGE 08 FRAMING SREW FROM TRACK TOP BEAM VARIES <' TO STUDS TYPICAL (SEE RooF PLANJ 4"X 1 J" TAPCON e 24" O.G. 2x8 RS. CEDAR Ix2 ROOF EDGE. CEDAR DECORATE OUTLOOK SEE ELEVATION INTERIOR WALLS STUCCO LAP SIDDING ON SECOND FLOOR / ASV. NON BEARING WALL P.T. Ix3 FIRESTOP CONT. I-IR" ELK RCCESSEB� GONT. RE -BAR �\ TOP OF BE BEAM VARIES (SEE PLAN) STUCCO BAND SEE ELEVATION "E" BAR CANT. CONC. TIE BEAM SPAN SEE BEAM SCHEDULES 0.125 0,125 0.125 / B LI BOTT. LI L2 OTT. 0.125 BOTT. 6 CONT. 6 B GONT. L2 GONT. MN 13" BAR MIN BARS CANTILIVER LI L2 SPAN 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 BEAM RE I NFORG I NC 3/ STIRRUP =#5OL�ENGEND 3/C = K3 CLOSED N.T.S. 2/14 = 02 MOOOP5 BEAM REINFORCING DETAIL 51MP50N LT512 STRAP NA1L5 TO BACK OF LEDGER W/4 10GI NAILS AND W146 NAILS TO TRU55E5 2xl LEDGER W1 1"x311 TAPGON AT 61I O.C. STAGGED (TYPICAL TOP AND BOTTOM) 51MP50N LU52G W14-1001 NAILS TO TRUSSES 4 4 1001 NAIE5 TO LEDGER ELEV. EXISTING TOP OF 2ND FLR. 2"x6" JOISTS AT LANDING AT 16" O.C. ELEV. +0'-0" FINISH FLR..E N'e" SMOOTH STUCCO ON FIRST FLOOR — OVERLAP VERT DOWELS MIN. 4'-8" (SEE FOUND. PLAN FOR SIZE 4 LOCATION) 1-1/2" ELK RCCESSEI� FIN. GRADE FIN. FLR. a - ' ELEV. 0'-O" 36" H. STAIR RAILING W/ PICKETS AT 4" O.G. MAX. ___\ STYLE ANp DESIGN AS SELECTED BY OWNER �— PRE-ENG. ROOF 2X6 TtB. TRUSSES a 24" O.C. SPRAY 6" FOAM R-22. INSULATION DOUBLE TRUSS STRAPING • P.T. Ix3 FIRESTOP CONT. 8"x12" CONC. TIE SEAM w/ 4-5 m CONT, U.N.O. R-9 MASONRY CORE FILL INSULATION NOTE: COMBINE INTERIOR INSULATIO AND CONCRETE BLOCK R-20 R-9 MASONRY CORE FILL INSULATION 42" GYPSUM BOARD ON P.T. MTL FRAMING FURRING a 16"OZ. 8" CONCRETE HOLLOW CORE 4 a 4 ---- °_--Z1 2_ �. UNDERSIDE OF TLOORIWS DECK I OVER AC. -SPACES WILL RECIEVE R-19 SPRAY FOAM INSULATION DROP CEILING HEIGHT VARIES '/2" GYPSUM BOARD ON P.T. MTL FRAMING FURRING a 16"O.C. R-9 MASONRY CORE FILL INSULATION R-11 FOAM INSULATION WOOD BASE x GRADE BEAM CONCRETE PILING SEE PILING PLAN F14 TYP, WALL SECTION 2ND Jil PROVIDE FIRE STOP AT MIDPOINT OF EACH RUN OF STAIR NGI 2 112 a 12" .0 SIMPSON LUS28 OR EQUAL AT EA..STAIR STRINGER I I 2-2"XI2" LEDG I" FINISH TREAD ATTACHED T LL W/ 5/6" X 1 1/2" L W DGE 3/4" CDX.RISER 4 SUB TREAD ANCHORS W/ WA HERS 0 12" O.0 STA,CI;G RED 2x4 P.T. LEDGER BD. SECURED TO SLAB W/3" HILTI PINS OR EQUAL AT 12" C/G. NAIL STRINGER TO LEDGER W/ 16-d NAILS STAGGERED, I I s e s� e s A s e e• s 2. P v. -. • p. e. e e. s '.. 6 '•s s :,; • s "•_. e s LEDGER DETAIL A-12 TYPICAL STAIR DETAIL AT ROOF TO CONCRETE WALL NTS. 7 8 9 10 11 12 13 Kill 14 15 16 ZZ 0 Ur N W m Q 0 :561 N 0 -m (L0 4 W" j mg �0 U U M a o ` a \ m0 L J n O N ll 1aP K _ P 01 U) R OW W LU •� I_z N v v z" ~ J m W 7 m I^ w m yz W= J �u Z w O m v) Z j Z Z 0 of c°0 m H IF n Q I $ �- I ° G =E � Drawn by MOH HVN Project No. Cadd File NO.: F G Sheet No: D A of --sheets 1 1 2 0 I on I 10 12 13 IVA. NO. ELECTRICAL LEGEND N g ELECTRIC METER 0 ELECTRIC PANEL O� A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED W.P. la. GF.C.I. WEATHER PROOF DUPLEX OUTLET M IL._.J FLOOR OUTLET Q TELEPHONE JACK TELEVISION JACK OV +>4 CENTRAL VAC. HOSE OUTLET WALL SWITCH 4191O 3-WAY WALL SWITCH _0a 4-WAY WALL SWITCH L 44" DIMMER WALL SWITCH vs€ MOTION WALL SWITCH Q PUSH BUTTON SWITCH J. BOX 1 �T} WALL OR CLG. MOUNTED FIXTURE JUNCTION BOX JK PULL CORD FIXTURE ❑ RECESSED LIGHT FIXTURE V.P. ® VAPOR PROOF RECESSED FIXTURE 1--� FLOURESCENT LIGHT FIXTURE FLOOD O LIGHTS EXHAUST FAN CABON MONOXIDE DETECTOR 4 SMOKE DETECTOR CO` 50 (D THERMOSTAT J eT SPRINKLER TIMER IS INTERCOM ® SECURITY SYSTEM KEYPAD MOTION DETECTOR CHIME G DOOR ALARM SOUND WHEN OPNED H I F E 11 C I G-5 1/4 "= i $—on -ELECTRICAL CONTRACTOR SHALL VERIFY WITH FP4L THE LOCATION SERVICE AND SHALL LOCATE THE METER 4 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 GF.C.I. TYPE. - 20 AMP. CIRCUIT -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH rINISH 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 48" AFF 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 CONTRACTOR SHALL 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.O.) - TAMPER RESISTANT RECEPACLES (NEC 406.12) ARE REQUIRE FOR DWELLING IN ALL AREA AS SPECIFIC IN 2011 NEC21OB2 ALL 125 VOLTS 15 4 20 AMP. RECEPTACLE SECOND LEVEL POTABLE GENERATOR PLUG LZ A-5 FIRST LEVEL 1 4"=1 ' —0" 1 2 3 4 5 6 7 8 9 1 10 l 1 12 13 14 4FF 1PF Z • 0 z �� LU cW 00. 0 0 U U, 1 0- m (A m m qNe �v N00 1 0 O tU N S N E P O P it Drawn by. MOH HVN Project No. Cadd File NO.: Sheet No: D of --sheets W M L K I H F E I C 0 15 16 1 1 2 1 3 4 5 6 1 8 1 9 10 1 11 12 1 13 14 1 15 16 9 ELECTRICAL LEGEND g ELECTRIC METER 0 ELECTRIC PANEL OI A/G DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED Wp- GF.G.I. WEATHER PROOF DUPLEX OUTLET Q TELEPHONE JACK TELEVISION JACK OV CENTRAL VAC. HOSE OUTLET s4 WALL SWITCH 44" 3-WAY WALL SWITCH sop 4-WAY WALL SWITCH s4' DIMMER WALL SWITCH Q PUSH BUTTON SWITCH - WALL OR CLG. MOUNTED FIXTURE �- EXTERIOR WALL MOUNTED FIXTURE J. BOX 1 {T} JUNCTION BOX PCL1� PULL CORD FIXTURE RECESSED LIGHT FIXTURE V.P. VAPOR PROOF RECESSED FIXTURE i I FLOURESCENT LIGHT FIXTURE FLOOD LIGHTS O EXHAUST FAN O SMOKE DETECTOR O THERMOSTAT ST SPRINKLER TIMER INTERCOM K/P SECURITY SYSTEM KEYPAD i� MOTION DETECTOR CHIME CABON MONOXIDE DETECTOR AND SMOKE DETECTOR COMBO TYPE SQ A, LOAD CENTER SERVICE 120 / 240 Im 3W MOUNTING PLUSH POLES: 40 MAIN BUS 200 AMPS NEUTRAL FULL MAINS M.L.O. A.I.C. 10,000 ELECTRICAL PANEL 'A' BRKR WIRE LOAD (W.) DESCRIPTION CKT0 CKT." DESCRIPTION LOAD (W.) WIRE BRKR 40/2 NIS 1,500 AAd.0 M W/ HEATSTRIP 1 2 A.C. COMPRESSOR M N//Cm "B 30/2 3 4 20/2 010 1200 INLINE WATER HEATER (GAS) 5 6 OVEN 5000 °6 402 1 8 20/2 010 1200 COOKTOP (GAS) 9 10 WATER HEATER 4500 010 25/2 11 12 202 010 2500 DRYER 13 14 SUB-PNL B 12,225 •,6 6m/2 15 16 20A 012 1200 WASHER 11 IS IRRIGATION PUMP 3500 M2 252 20/1 012 1200 JACCUZI PUMP 19 20 20/1 M2 O LAUNDRY LIGHTS 21 22 G.F.I. RECEPT. O2 M4 20/1 20/1 012 O GF.CJ. RECEPT. BATHROOMS 23 24 EXTERIOR LIGHTS 20A 012 GRI. RECEPT. OUTSIDE 25 26 DRYER 2500 010 20/2 20/I 012 G.F.I. RECEPT. OUTSIDE 21 28 20A 012 1200 WASHER 29 30 SPARE 20A 012 SPARE 31 32 SPACE SPACE 31 38 39 40 NOTES: N/C = NON CONCURENT A/G LOADS TYPE SQ D, LOAD CENTER SERVICE 120 / 240 Im 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 (W.) DESCRIPTION CKT.• CK79 DESCRIPTION LOAD (W.) WIRE BRKR 20A 012 O GF.I. RECEPT. GARAGE 1 2 GF.C.I. RECEPT. BATHROOMS O2 012 20/1 15/1 Mq M. BEDROOM 3 4 DEN / GUEST 014 15/1 + + M. BEDROOM 5 6 DEN/ GUEST I M. BATH LIGHTS 1 S BEDROOM 02 4— M. BATH LIGHTS 9 10 BEDROOM 03 KITCHEN LIGHTS II 12 LIVING ROOM 20/1 012 1200 REFRIGERATOR 13 14 LIVING ROOM 20A 012 1200 DISHWASHER 15 16 DISPOSAL 1200 012 20/1 20/I 012 1200 GARAGE DOOR OPENER 11 18 MICROWAVE 1200 M2 -20/1 20/1 012 SPARE 19 20 SPARE 402 08 1,500 A.H.0 02 W/ HEATSTRIP 21 22 A.G. COMPRESSOR 02 N/Ca 08 302 23 24 SPACE 25 26 SPACE 21 28 29 30 IQ ALL BEDROOM CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(5) Q GEN LIGHTING( --- SF m 3W/SF) = 11058 W. (GEN LIGHTING INCLUDING GARAGE, PATIO AND BALCONY) LOAD CALCULATIONS let 10.0 K..W, a 100% 10.0 REMAINING K.W. a 40% 15.5 A/C HEAT STRIP m 65% 12.15 31,650 K.W. 3-"2/0 COPPER IN 2" PVC — MACK200 C O COMBMB O M NEUTRAL 3 �AC. M AHU. M 4 200 5 SIR aR'i DRYE o �' AMP T QUIP. 8 METER BLANK BLANK 10 MAIN FEED THROUGH FILTER LUGS 22000 AIC UNDERGROUND TO FP4L TIE-IN LOCATION "4 COPPER GROUND TO 5/8x8' GROUND ROD 4 COLD WATER PIPE 4 FOUND. STEEL NOTE: ALL FIXTURES IN CLOSETS TO COMPL`r W1 NEC 410-S 31650 240 V. to 156.9amp. 200 AMP PNL A 2% W/ 1#8 NEUTRAL IN 3/4" P.V.C. 100 AMP SIB PNL 8 Z • 0 z N Q w 0 a 0 � F- �0 U U U M 1 p ^ '1 o a C M O d N `tea %P K v �w h W W �Z y p =Z " W zQ o J aLL HZ F J w= r U x w O m In wZ Z a Z OF .'0 Mo n a H z �® O n M _J LL_ U �j p G all � �iS w 1-.5 a c W CD z o U w O � W o QI/ fly o CD (� 3 U co �C N Drawn by. MOH HVN Project No. Cadd File NO.: LC T I C A L fR�SEfR Sheet No: A-1 THIRD LEVEL G14 GENERAL NOTES 11(9 4to=1 a-0FILE COPY of --sheets 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 r C I 0 ARROW ON THE TRUSS REPRESENTS ITS LEFT END Hatch Legend x r CONV. FRAMING BY BLDR. 1 St. LEVEL PT. HT. 3rd. LEVEL PT. HT. '7r no nn B.O.L.: EVEN WITH 1st. LEVEL ROOF TRUSSES. m r DEC 0 8 2020 S F. Lucie County, Permitting 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone:(813) 759-5922 Fax: (813) 752-1532 http://www.bldr.com - Per ANSI/TPI 1-2007 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Dimensions are Feet -Inches- Sixteenths. - Trusses are to be 24" o.c. unless noted otherwise (U.N.O,) Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. - Use 10d x 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions Roof: TOLL: 20 PSF TCDL: 16 PSF BCDL: 10 PSF Floor: TCLL: N/A TCDL: N/A BCDL: N/A Wind: Velocity: 180 MPH Exp. Cat.: D Occup. Cat.: 11 Roof pitch: 7112 Cantilever: 24" COASTAL CONSTRUCTION AND DESIGN. AW 2559822 WATERSONG Elevation: N/A. Options: N/A. Layout: Date: 05/08/20 Revision History: Rev1: Rev2: NOT FOR SCALE LEGEND & ABBREVIATIONS A ARC LENGTH NO OR # NUMBER ss SEWER MANHOLE A/C AIR CONDITIONER NTS NOT TO SCALE ® BACKFLOW PREVENTER CBS CONCRETE BLOCK STRUCTURE OHP OVERHEAD UTILITIES IV IRRIGATION VALVE CLEAN OUT CCCL COASTAL CONSTRUCTION CONTROL LINE ORB OFFICIAL RECORDS BOOK FIRE HYDRANT C/L CENTERLINE P PLAT DATA CONC CONCRETE PB PLAT BOOK CM CONCRETE MONUMENT PG(S) PAGE(S) DEG OR DEGREE PLS PROFESSIONAL LAND SURVEYOR ELEV ELEVATION POB POINT OF BEGINNING FFE FINISH FLOOR ELEVATION POC POINT OF COMMENCEMENT FND FOUND FIRM PERMANENT REFERENCE MONUMENT ID IDENTIFICATION NUMBER PSM PROFESSIONAL SURVEYOR AND MAPPER IP IRON PIPE R RADIUS IR IRON ROD RLS REGISTERED LAND SURVEYOR IRC IRON ROD & CAP R/W RIGHT-OF-WAY LB LICENSED BUSINESS TYP TYPICAL LS LICENSED SURVEYOR © WATER METER M MEASURED DATA & AND MON MONUMENT ® AT N&C NAIL AND CAP 0 DELTA NAVD NORTH AMERICAN VERTICAL DATUM UTILITY POLE NGVD NATIONAL GEODETIC VERTICAL DATUM '5 FIRE HYDRANT \ R-65 NO MONUMENT FOUND O \ � <Q \ TRACT Q, 0. E 6 0 2 FND NAIL &DISK FLOOD ZONE A O<�� FLOO ZONE VE-8 C&T LB # 4286 Is 0�� \ C' � N-p c9-' G �_ \�J w, FLORIDA STATE PLANE COOR NAD 8Y90 US SURVEY FEET (TYP) Z n Q N 1111886.568 .6 " FLORIDA STATE PLANE COOR E 896031.463 N 1111067.771 Q _ NAD 8Y90 US SURVEY FEET (TYP) C\ FND %" IR, NO ID /FND �R &5C 61 O N 1111820.346 \2j 0� C&T LB # 4286 O. E 896323.124 \ / \ FDEP CM # S-765 \ / WESTERLY MOST \ LOT 62 DUNE GRASS \ / VACANT O E 740 89.779 1 s. O� C l; FND CROSS IN NA DROP INLET BENCHMARK ELEV. 4.50 NAVD 1988 DATUM GRATE ELEV. = 4.50- INV. N. = 2.02 \ram INV. S. = 2.00 FND 5/8 IRC „ E LB # 4286 �/ FND 4 LB # 4IRC 286 N� N 1111031.365 E 740321.931 w n, R-- SITE PLAN LOCATED IN ST. LUCIE COUNTY, FLORIDA 01 20,1 .1 \ SEASONAL HIGH WFTER LINE LOCATED ON )/25/2020 MEAN HIGH WATER LINE \AVID OF 1988 ATELEV 5.3' 0, 0,0 LOCATED ON 9/25/2020 NAVD OF 1988 AT ELEV 0.5' 5.3 8.8 KB,65\ \ \ T 9.0 0, 0.0 V.5 \ EASTERLY MOST .3 0 CONTOUR LINE 11,7 x � DUNE GRASS \ ,0 I 7 �,A 7 Z� O \ / I MEAN HIGH WATER LINE TI LOCATED ON 9/25/2020 !/J \ ,1 X 5.90 I NAVD OF 1988 AT ELEV 0.5' li r V` 1 L6 5,4 as , \ x 12,45 WESTERLY MOST - DUNE GRASS FLEX SPACE 8.1' " 11.1E 2\ 1' ADER _- N 1111156.06 GARAGE FFE 6.8' E 896557.53 \ CUR E 896441-94 / FND /$' IRC lh pp 6,6 FND %' IRC LB # 4286 � 0 Q, Q LB # 4286 �< �� 2' C0 TE�_ INV D LOT 67 CRO Epp\ / OCCUPIED �\ c3` 1 2 4,58 FLEX SPACE 8.8' 61 A GARAGE FFE = 7.1' 'p J - 2 \ \ FLORIDA STATE PLANE COOR \ NAD 8Y90 US SURVEY FEET (TYP) \ FOUND NAIL & DISK N 1111037.460 LB # 4286 BENCHMARK E 896635.454 ELEVATION = 4.81 FND %' IR, LB # 4286 \ NAVD 1988 DATUM 3 x '.30 1�� $ 0.0 . � 9,25 1 \ \ x / I 12,03 \ 5,3 =wb 10.9 A iA - 5o3,�.g6 i 6 S� "ga 7,61 x \ SEASONAL HIGH WATER LINE \ 6.9 \ LOCATED ON 9/25/2020 5,3 NAVD OF 1988 AT ELEV 5.3' 9,1 / EASTERLY MOST \ / DUNE GRASS \10.3 \ 12.6 \ FL OD ZONE Z 00 �, O �Z R,6g NOlt�MONUMENj FOUND ego N 5 \ 61 CLOSURE REPORT SEPTEMBER 20 2020 Northing Easting Bearing Distance 1111317.890 896507.816 S 65031'35" W 142.046 1111259.045 896378.532 N 24028'23" W 1421.290 1112552.642 895789.744 N 34048'24" W 264.048 1112769.447 895639.023 S 25034'16" E 978.734 1111886.580 896061.475 S 41 °49'00" W 155.449 1111770.727 895957.830 S 22039'58" E 4691.904 1107441.197 897765.904 N 20005'24" W 3766.642 1110978.655 896472.081 N 06000'47" E 340.986 1111317.766 896507.801 N 06040'20" E 0.126 1111317.890 896507.816 Closure Error Distance> 0.126 ERROR BEARING N 06°40'20" E Total Distance> 11761.223 1 IN 107,133,747,130.2 Polyline Area: 545050 sq ft, 13 acres LOCATION MAP NOT TO SCALE NOT TO SCALE Q\ ° 5 AIA 2 n M, { . ORANGE A�M O EDWAflD Q 7 v2 wren: n aR na SITE s< dfi o MMA W9fA KM STREET ADDRESS 5000 WATERSONG WAY, FORT PIERCE, FL 34949 LEGAL DESCRIPTION LOT 64, 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. N GENERAL NOTES f 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF WATERSONG WAY HAVING A BEARING OF S24'28'24"E, ACCORDING TO THE PLAT OF WATERSONG PUD, AS RECORDED IN PLAT BOOK 42, PAGE 34, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "AE-6" AND "VE-8" ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0194 K, EFFECTIVE DATE FEBRUARY 19, 2020. 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. CONVERSION TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29) IS (+1.49'). 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 12. THE LAST DATE OF FIELD WORK WAS SEPTEMBER 19, 2020. 13. ALL DEBRIS WILL BE REMOVED FROM THE SITE AND DEPOSITED AT AN APPROVED UPLAND DISPOSAL SITE. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND RECEIVER. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. CPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2018. 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.O,) 5J-17-051. FILE CO V 0 Z � M W W rn > Q w O N ZW LL m U) m Va • z m z Z to wo a W \ O W 080 � / W z OW !o' � � N U- co) Sri � NO CO V♦ Q In m Z Z LU 00 0O OLU LL `L ZOw LL a co `° co z O Qa z ., a Ld > ca q Ld tZ' U y pa 0 o (U W I- � 1 cu a A cu r. Q U O U' wz �OQ LL H (j O m rc 0_ u Z _>w -1 LL a x x Z H 0 wo O oowa U) W z 'wN oP'zoo Z Z 0Z Z O U Q Kz W oc� � �w Q m O wozoW� CoZNN] � V Q oo �F0,3 ME O 0 a�zg Q w=2c=9 Of R Of x W' OM 2� W Q - a NZZ° U C G W F O aaS, §Z �� oV0w }F aO Uoww DUZ �Xwm =kw Q O ��3w W Z O O Q L) 0 >-N >3r O Zn� U 0w 0 0 U) zoo DRAWN BY; CA CHECKED BY, CA DATE, 12/05/2020 HORIZONTAL SCALE; 1'=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEA CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICEN ENO. f971 �z, > SHEET 1 OF 1 PROJECT NO,20-536