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HomeMy WebLinkAboutBuilding PlansE y e e N D CI a -^ B � A � A-1 1/4 "=V —0n 3 4 I 5 i 6 I 7 8 9 1 C, AO A HB ■ ■ ■ ■Tj Iml■ ■ --------- -- -- ■ r— — — 1 — — gi_Sn 8" IT-6" ■ I KL-S 7 I I C all ■ • NUJH r WALL PARALLELL FLEX SPACE l 5'-8" ui 42" GUARD RAIL SHORELINES SHALL FRANGIBLE WALLS L15E 4T-I 1/2" 63'-8" ax-lwmmm T5'-8" WALL TYPES 11� �ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH SIDES / : 1' . METAL STUDSe . O.C. 1' 2 x 4 STUDS. O.C. ONE " TYPE "X" GYPSUM BOARD ON J ?i?►liiii?i2tii?i?tii►�iii1 BOTH 1 i LAYER ' : 1 • . O.C. INSULATION.ONE HOUR1 EDITION 1 FOR WALL SIZE) w - : STUC 1 1N 5/8" CDX PLYWOOD SHEATHING 1 iit►�iilijij?i?lii?iii►�i?ti O.C. BOARD ' OF NOTE:1 GYP. :1 G INSIDE OF CHIMNEY ONE LAYER OF 1/2" GYPSUM BOARD ON 1-5/8 METAL INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" ]LIM CONCRETEBLOCK. 1' ' INSULTION =m 5/8' STUCCO ON 8' CONCRETE BLOCK ' :1'R1 PARTITIONS NTH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "W10 11 1 12 1 13 1 14 1 15 I �,4 �\1, I � 2 I I I LAY. C C 3 2' BATH 2 C MASTER UIG me 2 SUITE To 3' I ?, gypp,,, 3• 3' OHM LAY. \�P 13. � I I BATH 3 I 21'slwc Cm C ?. �1 KITCHCM EN �' ow ' Ir LAUNDRY C I ILAV. �\ � ►��v LA . c 3' 3' S�uwQ i POU1D3 R 3 we 2 \ \ �� y. C we CxUEST RM CABANA 3' :6 BATH r HYDROVENTING CALCULATION: FILLED CELL COLUMN MAX. 32" SPACING PER FEMA : 1 SF GROUND FLOOR AREA WILL PROVIDE ISQ. INC14E OF VENT REQUIRED: TOTAL 510 SF = 510 SQL INCHES PROVIDED: 16"0=128 03 = 600 SQ MGHES (SMART VENTS MODEL 1690520) = 200 SQ INCHES EACH 4' He • E13 PLUMBING RISER DIAGRAM ■ e I6"W.16"H. HYDROVENT$ (2) ■ 4" A50YE FLOOR LEVEL MISC. NOTES: 1, ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED. 2. ALL GLASS SHOUTER 4 TUB ENCLOSURES SHALL BE TEMPERED GARAGE 3 GLASS OR IMMEDIATELYRS OR SLOPE 211 SHOWER ENCLOSUZ RE SHALL BE SAFETY GLAZEWHERE LESSTHAN R 60" ABOVE FLOOR OF TUB OR SHOUTER 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS 38'•10" e 5. ALL FIX GLASS SHALL BE 1/4" THICK (UN.O.) 6. DOORS BETWEEN GARAGE 4 MOUSE MUST BE SOLID GORE 13/4" THICK SHAFT ENCLOSURES SHALL HAVE I MR FRE RATING WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND (2 LAYER 518" TYPE Y GYPSUM BOARD STAGGED) JAMB. DOORS TO HAVE SELF CLOSERS. WA-1-8, $HALL EX END FROM THE TOP 0: FLOOR TO o '1. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING TOP OF THE FLOCK /CEILING AS$E3 'R3L1' BELOW TO � THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE THE UNDERSIDE OF THE FLOOR OR RBLYOO: SLAB a SHALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS — — — — ELEVATOR EQUIPMENtS ■ t—v INTO THE GARAGE V. T'-0" AP• 04 SHELF 20'-0" 8. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PEER PRC. 2010. 9. WEATHERING AND TERMITE AREA PER FLORIDA BUILDING CODE 2010 /\ r 16"W.Wk. HYDROVENt$ FOR ACTUAL OPENING 4' ABOVE FLOOR LEVEL 10, CEILING ABOVE GARAGE TO BE SEPERATED BY NOT LESS THAN 5/8" TYPE "X" GYP. BD. ■ ■ ■ a RFYW/MANIIFACIURE 11, WALLS AND CEILINGS FINISH FLAME SPREAD INDEX AND SMOKE DEVELOPS INDEX IN ACCODANCE WITH SECTION 302.e OF FLORIDA RESIDENTIAL CODE 2010 EDITION. 12. GYPSUM BOARD MATERIALS SHALL CONFORM WITH F.B.C- R-1023 ■ ■ ■ ■ ■J I I IIEL■ ■ ■ ■ ■ +C 3 13. CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.B.C. R-102.4 ] aG 1 I 14, WEATHERING AND TERMITE AREA. I I ANT Y e 15. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR THE INSULATION AS REQUIRED -_ _ „- r IN SECTION R302.9 FLORIDA RESIDENTIAL CODE. ■ ■ ■ e HB WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN Duct Design by: 20" IN WIDTH, 24" IN HEIGHT, 5.1 SQFT. IN AREA W/ THE BOTTOM Or - Quick Calcs, Inc. THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO well PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE Mark Blackwell FINISH FLOOR AS REQUIRED CAC1B lack VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIXES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. A14 GENERAL NOTES z• _ 0Z r Q �w 4' � 0 $ N 01 a H Qr" �10 :5 mm �4 U U. a ;? m� J Via r n Rin01 P �V �N W W H� Q Z N °n tWt1n� v yyD� U J yz LL w= J � m -0 � �a Z o� �0 r°0 n �0 Q n s O 5 0 aE 1-6 LL— DATE PROGRESS RENEW 1 12-17-19 M L K J H G C I Sheet No: 0 A of --sheL C IL K G-1 1/4 1111=1 "-09 " G C C me a � A-1 1/4 "=V_01110 2 I 0 5 11 I'll 7 I I 10 12 14'-101/2" 6'-IIR" 12'-3" 5'-8" 12'4" T-11/2" 1'-11" 3'-41/2" 6'-0" sc0 a ----------- o a o a ao 2-1880 �✓ ---- ------------ —---- ------------------- - l C i Q / 31 n 2 1 f' 4 n n 13-4 I n T ', 42" HAND RAIL { REJECT A 4" SP 0 DIN 4ERE TYR * .0 Q KITCHENI 1 i O 10'-8" CLCx. O V O 2-2080 _ Loo - p \\ I CTI_01� SS i I i I (2) 28W I W/ TRS"1 0 i s f 1 i----------- 1 I I I I 211 6'-"V" 1 Rl , I li If 880 ■ 1 Elm I BALCONYI 1 ��� 4� RO01?1 I I\\ I 74rUIA7LLH 4 ■ // 8 1 i 20'-8" i i 2'-2" 1i_an 11 " ; 1-2" I.. n 4'44' I " I 1 1 1 11 �jf.11 �) 42" HAND RAIL TO VI 1'IFI'�L 1 1 I I I i NO 6 I ;� -a, 4"OI��pJE�CpT�AYy4�" ■ s ;u _ ' L__-____-_-_-_J L__—______---__� L____-____ ---'y�,I -DLO ------------------------ - ■ ■ ; ry ----- --- ------j ■ ■ ■ ■ ■ ■ s o I r— —'--- -----------� — -- --- I —_ I � ■; ■ I i I I I I I I I I �l_I AHU txal P OWPER 1 1 ARCH I I I Ira Inl I I I I r- r i ■ s Flr I--- 5'-01/2" a '-411 � ^ ABOVE I ■ 5 '1 12' 8" v I .3 TIN + 10 T 2■.6 I 'n R ■ C!!^i'V' jai i --T - 2 <4 R, ---- -------- --- ■ --------------- ■ ■ llllflj■ ■ ■ ■ ■ ■ 111111 ■ ■ ■ ■ ■ ■ ca O t2) O -0" 4'-0" 22'-2 I/!" T-II 1/2" 5'-1 1/2" 63.411 SECOND LEVEL THIRD LEVEL NOTE FILLED CELL COLUMN MAX. 32" SPACING 12" HAND RAIL TO eEJECT A 4" 5P4EK TYP. 13 14 15 16 WALL TYPES UN Uj ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH SIDES OF 3 5/8" OR 6" METAL STUDS 0 16" O.C.OR 2 x 4 STUDS @ 16" O.C. AT BEARING WALLS. LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDE OF 3 5/8" OR 6" METAL STUD 16" O.C. W/ R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. EDITION 2017 (SEE PLAN FOR WALL SIZE) 7/8" STUCCO ON 5/8" COX PLYWOOD SHEATHING ON M EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF 2x 6 STUDS ) 16" O.C. W/ R-11 BATT INSULATION. NOTE: NO GYP. BD 0 INSIDE OF CHIMNEY ONE LAYER OF 1/2" GYPSUM BOARD ON 1-5/8 METAL FRAMING Q 16" O.C. W/ R-11 INSULATION ON INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" 4 CONCRETE BLOCK. W/ CORE FILL R-9 INSULTION d )MM 5/8 STUCCO ON 8 CONCRETE BLOCK. W 4 I IdGYP. BOARD PARTITIONS NTH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "W1" MISC. Notes: '- 0 1. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED. _ IL I 2. ALL GLA55 SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED ; P K 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN w a 60" ABOVE FLOOR OF TUB OR SHOWER 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS 5, ALL FIX GLASS SHALL BE 1/4" THICK (UN.O.) W 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE I4/4" THICK ,w Z WITH 2x4 50LID RABBETED JAMB, OR A C-LABEL METAL DOOR AND r/ v JAMB. DOORS TO HAVE SELF CLOSERS. N i, DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING /� W Zo J THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE (0.48 mm) SHEET ,w STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS N ? M : INTO THE GARAGE = w -0 N 0 Z Za o WINDOW NOTE > U 0 EGRE55 WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN H 20" IN WIDTH, 24" IN HEIGHT, 5.-1 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 9 to FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS Z AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF Q CONFLICT EXISTS. J n 5� G O all O JE �6 Duct Design by: Quick Calcs, Inc. Mark Blackwell CACIS16791 G14 I GENERAL NOTES W o W ow'�� U_ W W p C> W � F W O .¢ 3 VALA co Sheet No: 0 of --sheets a U C N Ivl K J H L R 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, SAFETY PRECAUTIONS AND 'PROGRAMS SEQUENCES OR PROCEDURES, OR 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 CONSTRUCTION OF THOSE AREAS CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS FLOOR SAFES, PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING 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. A 1 1 2 1 3 4 1 5 A CUSTOM HOME FOR: 6 �x x 7 SITE 48 WATERSONG, ST. LUCIE COUNTY, FLORIDA CONSTRUCTION NOTES AND SPECIFICATIONS MASONRY NOTES; ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS !OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIO S FOR MORTAR OF MASONRY UNITS & A MINIMUM TYPE M REINFORCING BARS TO COMPLY WITH ASTM A615, GRADE 60. ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALLIIBE 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 FE ET ET BUT Q E 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 SHALT. BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. HORIZONTAL REINFORCING SHALL BE LAPPED A MINIMUM 0F 3 BAR DIAMETERS. S. R CLEANOUTS MUST BE PROVIDED AT ALLLOCATION 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 INSPECp BY REGISTERED PROFESSIONAL ENGINEER OR HIS DESIGNATED` REPRESENTATIVE. TEST EACH TYPE, CLASS AND GRADE OF MASONRY UNIT IN ACCORDANCE 'NTH 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 REQUI TO EVALUATE -MASONRY SAMPLES. SEE DETAILS FOR CORNER AND INTERSECTIONS. SEE�TAILS FOR VERTICAL STEEL AT FOUNDATIONS AND BEAMS PROVIDE LADDER TYPE JOINT REINIORCEMENT EVERY 2ND COURSE VERIFY WINDOW AND DOOR ROUGH OPENINGS W/ WINDOW AND DOOR MANUFACTURER. FRAMING* TOP ELEV. OF BEAMS & PLATES ARE AS NOTED ON PLANS. FRAMING LUMBER FOR HEADERS, BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETC., SHALL HAVE MIN. Fb=1000 P.S.I. , Fv= 75 P.S.I. & E= 1,400 K. UNLESS NOTED OTHERWISE PINE/FIR (NO. 2 OR BETTER) LAMINATED WOOD BEAMS SHALL BE "TIMBERMAX" LAMINATED VENEER LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL. Fb = 2925 P.S.I., Fv = 285 P.S.I. & E = 2,000 K PROVIDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, GIRDER TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS 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 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. PRESSURE TREAT ITEMS IN CONTACT WITH ROOFING, FLASHING, WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' ASSOCIATION FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. COMPLY WITH AWPA STANDARD M4 FOR TREATED LUMBER CUT AND OR DRILLED AFTER PRESSURE TREATMENT. PROVIDE 3 - 2 x 4 (MIN.) POST NAILED TOGETHER W/ 16d NAILS 0 4" O.C. AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI NON -BEARING PARTITIONS: ALL INTERIOR NON -BEARING PARTITIONS SHALL BE 3 5/8" 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 INPAR71AL 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 ORGAN6M. 4 I 5 I 6 8 1 9 1 10 111 12 1 13 14 1 15 16 0 z � �n Q w N so. 0 °m a 0 e�1 C � nm a" -- U 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 MEAN ANNUAL TEMP SPEED MPH. TOPOGRAPHIC EFFECTS WEATHERING FROST LINE DEPTH TEWITE 110 MPH. EXPOSURE ")" T NA. NEGILIGBLE NA, VERY HEAVY 40 DEGREE NA. ZONE AE.1.0 NA. NA ABREVIATIONS ABV. ABOVE LAM. LAMINATE ACOUS. ACOUSTICAL LAV. LAVATORY AC. AIR CONDITIONING LB. LABLE ARCHITECTURAL OR GOVERNING BUILDING CODE REQUIREMENTS. THE ROOF TRUSS DESIGN IS ADJ. ADJUSTABLE LH LEFT HAND TO BE COMPLETE WITH ALL TEMPORARY AND PERMANENT BRACING, BRIDGING, ATTACHMENTS, AFF AHU ABOVE FINISH FLOOR AIR HANDLING UNIT LTG LOG. LIGHTING LOCATION AND ANCHORAGE FOR FINAL INSTALLATION. ALUM. ALUMINUM LW LIGHT WEIGHT ALT. ALTERNATE THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE ANOD. ANODIZED M.O. MASONRY OPENING (WALLS & BEAMS) OF THE BUILDING. ALL BEARING WALLS AND BEAMS ARE INDICATED ANN. ANNUNCIATOR MFTR. MAT: MANUFACTURER MASONRY ON THE PLANS. THE FRAMING SCHEME INCLUDING BEARING POINT OF THE TRUSSES CAN AP APPROX. ACC FSX PANEL APP EOXIM MATE MAT; MATERIAL NOT BE CHANGED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OF RECORD ARCH. ARCHITECT(URAL) MAX. MAXIMUM A MECH. MECHANICAL SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS LAYOUT SHOWN, SIGNED MTL. MIN. METAL' MINIMUM AND SEALED BY FLORIDA REGISTERED ENGINEER, TO THE ARCHITECT OF RECORD FORBOARD op. BOTH FACES MISC. MISCELLANEOUS REVIEW AND APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL BLDG. BUILDING MTD. MOU{' TED POINTS OF LOADING ALONG 'NTH ASSOCIATED REACTIONS. THE DRAWINGS ARE ALSO TO BLK. BLKG. BLOCK BLOCKINGBM. MUL MULLION CLEARLY INDICATE WORK AND MATERIALS SUPPLIED BY THE TRUSS' MANUFACTURER AND THE BEAM N.I.C. NOT IN CONTRACT WORK AND MATERIALS REQUIRED FROM THE SUBCONTRACTOR. BOT. BOTTOM N.T.S. NOT TO SCALE B/O BOTTOM OF NO. NUMBER FIRESTOPS CAB. CABINET O.C. ON CENTER CPT. CARP T O.D. OUTSIDE DIAMETE PROVIDE FIRESTOPS PER CHAPTER 5. FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) Cl CAST RON 0.F.CI. OWNER FURNISH? CK. CAULK CONTRACTOR INSTALL i. PROV AND INTERIOR WALL Tl ONS AT CEILING AND PROVIDE FIRESTOPS IN EXTERIOR A SAND PARTITIONS C--C CENTER TO CENTER FLOOR LEVELS AND SHALL BE SO PLACES THAT THE MAXIMUM DIMENSION OF ANY CONCEALED CEM. CEMENT OFF. OH. OFFICE SPACE IS NOT OVER EIGHT FEET. CER. CERAMIC OPNG. OVERHEAD OPENING 2. PROVIDE FIRESTOPS AROUND THE TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. CT CLG. i, CERAMIC TILE CEILING OPP. OPPOSITE 3. PROVIDE FIRESTOPS BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH (E CENTER LINE PL. PLATE RUN, AT THE TOP AND BOTTOM, AND BETWEEN STUDS, ALONG AND IN LINE WITH ADJACENT CLR. PLAS. PLASTER RUN OF STAIRS. CCLEAR LOSET PLYWD. PLAM. PLYWOOD PLASTIC LAMINATED 4. PROVIDE FIRESTOPS BETWEEN CHIMNEYS, FIREPLACES AND WOOD' FRAMING, EXCEPT IN THE CJT. CONTROL JOINT PR. PAIR CASE OF APPROVED METAL CHIMNEY INSULATION. CMU CONCRETE MASONRY PRCST. �'g VER SQUARE FOOT 5. PROVIDE FIRESTOP IN ANY LOCATION WHERE A CONCEALED SPACE 'WOULD PERMIT A SPREAD CONST. UNIT CONSTRUCTION P.S.F. P.S.i. POO`UNOSS PER SQUARE INCH OF FIRE. CON. JT. CONSTRUCTION JOINT P.T. PRESSURE TREATED 6. CONCEALED ATTIC SPACES SHALL BE AS PER FLORIDA BUILDING CODE, RESIDENTIAL 20%ptA ED') COL ` COLUMN PNL. PANEL COMB. COMBINATION , 7. WHEN FIRESTOP ARE OF WOOD THEY SHALL BE OF NOT LESS THAN A'NOMINAL TWOCES IN THICKNESS. C NC. CSNN. CONC�ETE CONN TION RID. RADIUS RADN RADIATOR, RADIATION CONT. CONTINUOUS R. RISER CONTR. OUNTERS�NK REINF, REINFORCE NAILING SCHEDULE REVS. REVERSED CFL COUNTERFLASHING RH. RIGHT HAND SEE FASTENER SCHEDULE ON SHEET A6.1 FOR NAILING AND FASTENING CRS. COURSE "READ. RE UIRED REQUIREMENTS 0 WINDOW AN F ROOF ASSEMBLIES N D DOOR FRAMES, R RM. ROSM WALL ASSEMBLIES (SHEATHING, FURRING, LATH, SILL PLATES), ETC. DP. DAMPROOFING R. 0. ROUGH OPENING DECOR. DECORATIVE S.C. SOLID CORE ' ra DTL DIA. DETAIL DIAMETER SCHD. SCHEDULE'' ROOF SHEATHING NOTES: DIAG. DIAL AL SEAL. SEALAN-T DIM. DIMEN ION SEC. SECTION ALL ROOF SHEATHING TO BE 3/4" THICK CDX PLYWOOD SHEATHING. RIFF. DIFFISER SERV. SERVICE DO. DITTVU SHT. SHEET INSTALL WITH THE LONG DIM. OF PANEL ACROSS SUPPORTS WITH THE PANEL CONNNUOUS OVER DR DOOR SHTH: BLEATING OVER TWOORMORE SPANS. DBL. D.F.' >; DOUBLE pOUGLAS FIR Sim. S.O. SIMILAR SHUTOFF PROVIDE EDGE SUPPORT BY MEANS OF TRUSSES, RAFTERS, PANEL CUPS OR LUMBER BACKI D.SD.S DOW. DOWN SPOUT N S. SLIDING ALLOW 1 8" / SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMM€NDED BY DWG. DRAWING SPEC. SOUTH SPEC FICATION PANEL MANUFACTURER D. DRAIN SQ. SQUARE S. F. SQUARE FOOT PLANTER WATERPROOFING: E.A. EAST SST,- STAINLESS STEEL -S eV `' STANDARD EMER. EMERGENCY S'TO STEEL " APPLY THOROSEAL FOUNDA11ON COATING WATERPROOFING' TO INTERIOR FACE OF ENG. ENGINEERING STOR. STORAGE PLANTERS WHERE PLANTER GRADE IS HIGHER THAN FINISH FLOOR OR EXTERIOR GRADE. EL. ELEC. ELEVATION ELECTLRICAL STIR. STRUCTURAL SUS. SUSPENDED INSULATION EQUIP: EQUTA, E SW. SWITCH EST. ESTIMATED) SYM. SYMMETRICAL ATTIC INSULATION SHAD_ BE SRAY ICYNENE MINIMUM R-22 EXH. EXHAUST T. TREAD EXP. EXPANSION T. C. TOP OF CURB FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL BE EXT. EXTERIOR TEL. TELEPHONE IN ACCORDANCE WITH SECTION R302.10 OF FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) EXIST. E.J. EXISTING EXPANSION JOINT TEMP TEMPERED TONGUE AND GROOVE DOOR AND WINDOW NOTES: H FACE F F,INISH FACE F TSB T 0 TOP & BOTTOM TOP OF SPSONRY STU FACE D T TOP CURB ALL GLASS IN FRENCH DOORS, SLIDING GLASS DOORS, SIDE LITES AND SHOWER/TUB F.H. FIRE HOSE SE TW OF TOP OF WALL ENCLOSURES SHALL BE TEMPERED. GLASS IN WINDOWS WITHIN 5 FT. OF SHOWERS OR TUBS Fp, FIREPROOF TOP OF CHIMNEY SHALL BE TEMPERED. ALL TEMP. GLASS SHALL MEET THE REQ'MTS. OF FLORIDA BUILDING CODE FIN. FF NNIS„H T.0.C. TOP OF FRAMING RESIDENTIAL 2014 (5th ED) FLR. F. FLOOR DRAIN T.O,L. TOP OF LEDGER CATEGORY 1 - 150 LB. IMPACT TEST FLASHING T.O.P. TOP OF PLATE CATEGORY it - 400 LB. IMPACT TEST FL. FLUR. FLUSH FLUORESCENT T.P. TOILET PAPER HOLDER FT. /F FOOTING ET TYP. TYPICAL VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WDWS. UL. UNDERWRITERS LABORATORY SPECIFIED BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. U.O.N. UNLES OTHERWISE NOTED GA. GAUGE UTIL. UTILITY EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS 26 IN WIDTH, 24" IN GALV. GALVANIZED HEIGHT, 5,7 SQ. FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE GB GRAB BAR VB. VAPRp BARRIER GC. GENERAL CONTRACTOR VNR. VENEER THE FINISH FLOOR AS REQUIRE BY THE FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) ( GL. GLASS VENT VENTILATION GR. GRADE VERT. VER ICAL FINISH NOTES: GYP. GYPSUM BOARD W.F. WATERPROOFING FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALLS AND CEILING FINISHES SHALL BE HWD. HDW. HARDW pD HARDWARE W. C W.H. WATER CLOSET WATER HEATER IN ACCORDANCE WITH SECTION R302.9 OF 2014 F.B.C. RESIDENTIAL (5th EDITION) HHHGGGT. HTM.' HHEEIIGH�NTG EEO METAL W/ WITH MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 SQ. FT. H OR, HSSE BIETBL WD. WT. WOOD WEIGHT BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS PER STANDARD H. C. H.S. HOLLOW CORE HAND SHOWER SYMBOLS STANDARD BUILDING CODES. USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OTHER WET HVAC HEATING VENTILATION AREAS. AIR CON ITIONING & AND TILE, CARPET FINISH SELECTED BY OWNER. INCL INCLUDE ANGLE RECEIVED INSUL. INSULATION AT INT. INTERIOR CL CEN ILK LINE JAN 15",11 JB. JUNCTION BOX 0 DIAMETER OR ROUND K. 0. KNOCK OUT # POUND OR NUMBER 5T: weie G06h% PfllmIttin® 7, 8 9 10 1 11 1 12 13 SYMBOLS DETAIL NUMBER 2 DETAIL REFERENCE A-2 SHEET NUMBER s ELEVATION NUMBER ELEVATION REFERENCE ai SHEET NUMBER '� SECTION NUMBER SECTION REFERENCE SHEET NUMBER ROOM REFERENCE 102 ROOM NUMBER DOOR FE C RE REN E 3� DOOR NUMBER WINDOW REFERENCE WINDOW NUMBER NOTE REFERENCE O REFERENCE NUMBER REVISION REFERENCE REVISED 00/00/00 CODE INFORMATION FLORIDA BUILDING CODE, EDITION 2011 (5th EDITION) 1*LORIDA BUILDING CODE- RESIDENTIAL 2011 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 ASS ENCLOSED BUILDING HEIGHT: LESS THAN 60-0" MEAN ROOF HEIGHT: 30'-4 1/2" BUILDING EXPOSURE: 11011 WIND PRESSURE SPEED ASCE CHAPTER 1. 110 MPH '3�6EC. GUST) FOR ENCLOSED BUILDING TOP CHORD LIVE LOA5 20 L.B. PSF ROOF TOP CHORD DEAD LOAD: I& LB. PSF BOTTOM CHORD LIVE LOAD: 10 LB. PSF BOTTOM CHORD DEAD LOAD: 10 L8. 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 GLASS BLOCK AREA: IMPACT RESISTANT ASSEMBLY: YES COMPONENT d CLADDING: _ YES �n. CONTINUE LOADED PATH PROVIDE,! -� YES AREA - TABULATION FIRST LEVEL = C330 SF. 8,310 CF. SECOND LEVEL, = 1536 Sp. 18,432 CR THIRD LEVEL = 1165 SF, 15,885 CF, TOTAL UNDER AIR 4231 SR 42;681 CF. COVERED ENTRY = 31 SF. COVERED PATIO = 210 5F. BALCONY = 441 5F. MECH. AREA. = 50 SF. GARAGE. = 114 SF. REVIEWED TOTAL UNDER ROOF' 5,862 SF. CODE CONI IAI' ST. LUCIE COUN ` .. BOCC DRAWING INDEX At.t 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 1 16 N m O Lj NV. a M j= h L �o o Sg c mW 10 SLn *• N v H� �P ®u w w Z z N lie �Q z o J wM Z K x F J w r U xug D -0 w z zd Z 0 f 0 U °0 Fi b LLJ Ld d aAz €oI L ■ : s r' Y Sheet No: LrUIo ". of sheets ALE CGS C A I K F C A IT7 SCALE S, E PLAN 1 1 olp ^f - - =20 2 3 MM 9 1 10 1 11 12 0 > C) C) C-) C) SEASONAL HIGH WATER i <i < \ LINE 0 LOCATED ON 10/22/2019 "o '3 0 NAVD OF 1988 AT ELEV :%- 5.3' A ' (-0 O C) 0 cp EASTERLY MOSTO DUNE GRASS ,A .760 -p N 1112082 vA- 1 E 896160.606 FND 5/8" IRC LB # 4286 70 4 PLASTIC FENCE TD - DUNEWESTERLY GRASSMOST XA 66 \q,A 0. X fil 0 �a' N 1112029.794 FN 5/ -1 C \*A E 896044.237 x\ B 42 6 mo FIND 5/8"IRC LB # 42 b6 TP (P 711 cp, \ LOT 47 VACANT FND 5/8"IRC SEA( -6. LB #4286 T9 4 % \ND 4X4" 48 ALB 8 7 C) n A B # 4286 o F 5/<§" IRC b b B # 4�286 N 1 11197�.20 � 44- Z)LOT 49 E 896209� ��1os 0o0 VACANT CR tp (p -A FIND 5/8- IRC LB # 4286 N 1111920.61 E 896093.94 FLORIDA STATE PLANE COO \\ o �� _ �\ NAD H US SURVEY FEET (TY N 1111886.568 E 896031,463 U') FND $" IR, NOD ol� F FND 5/8-IRC © '�, \ \ \ \ A LB # 4286 WESTERLY'"M DUNE GRASS LA8TIC FENCE 13 M —7 EASTERLY MOST DUNE GRASS LEGAL DESCRIPTION BEING ALL OF LOT 48, 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. 4868 WATERSONG WAY, FORT PIERCE, FL 34949 MEAN HIGH WATER LINE LOCATED ON 10/22/2019 NAVD OF 1988 AT ELEV 0. 5' 0' CONTOUR LINE 7 0' ,,A 7, �-A 0 7 MEAN HIGH WATER LINE LOCATED ON 10/22/2019 NAVD OF 1988 AT ELEV 0.5' �\LH GH WATER \ \ ON 10/22/2019 1988 AT ELEV HIM r2kil NOTE. SITE PLAN IS FOR LAYOUT PURPOSES ONLY. COORDINATE UJITH SURVEY PLAN FOR ACTUAL DIMENSIONS IF ANY DISCREPANCIES NOTIFY ANNAM CORPORATION. N d r 7 ORAN UE 92 20 LOCATION MAP NOT TO SCALE 15 Z 0 0 z - 0 1 R For, uj " 011 4!t ui N 0 06 0 gzp Q, N a 3x 44�V) X� 0 140 a. D M u V. I 0 w L M Oq cl) 0 04 10 K 01 V) uj FA z C. 590 z LLJ 0 V6 0 V) u; 2; Z'� Z 0 a. < IZF n aig r G gill I r '40 UP C-.) uj Llj M C) c:) 01 o U MI D Sheet No: IJ A 0 L31 1 (C--'f 3 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 K J I F Ll B MEARING W4 6" CONCRETE "l PILE DOWEL — (3) 05 TOP h O'-01" FIN.FLOOR SLAM •4®12"EW. 03s1211UN.O. (3) 05 50TTOM E SGFIED L \ 14" AUGERCAST PILING 1 GRADE BEAM 4 aA.T.S. AT ELEVATOR PAD 04 612" x6'-O" 6 16" O.G. TRANSPER OVER INTEII GRADE ME 04e12" EA .WAY 6' CONCRETE 9, 0 5 TOP '3) "5 50TTOM PILE DOWEL " AUGERCAST PILING 4 5 6 7 I AU6ERGA5T PILE5: 6ENERAL: AUSERGA5T PILES ARE PLACED BY ROTATINS A C0NTINJOL15 FL16HT HOLLOW SHAFT "Z" BAR TYPICAL AUGER INTO A PREDETERMINED PILE DEPTH. H16H-5TREN6TH MORTAR SHALL BE PUMPED WITH 5UFFIGIENT PRE55LIRE A5 THE A 16M 15 WITHDRAWN TO FILL THE HOLE PREVIENTIN6 HOLE GOLLAP5E AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS ZONES OF THE FAIR DWIN6 SOIL. AHEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE THE INJECTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLISHTING AT ALL TIMES DURING THE RAISINS OF THE AUSER 50 THAT THE 1­11614-STRENGTH MORTAR HAS A D15PLAGIN6 ACTION REMOVING ANY L005E MATERIAL FROM HOLE. THI5 METHOD OF PLACEMENT 5HALL BE USED AT ALL TIMES AND NOT BE DEPENMNT ON WHETHER THE HOLE 15 SIIFFIGIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. H16H-STRENGTH MORTAR THE MORTAR L15W TO FILL THE HOLES SHALL C 615T OF A MIXTURE OF PORTLAND GEMENT, FLUIDIFIER, SAND AND WATER 50 PROPORTIONED AND MIXED AS TO PROVIDE A MORTAR CAPABLE OF MAINTAININS THE SOL105 IN 5U5PEN51ON WITHOUT APPRECIABLE WATER SAIN, YET WHIGH MAY BE PLACED WITHOUT DIFFICULTY, AND WHICH WILL LATERALLY PENETRATE AND FILL ANY V0105 IN THE FOUNDATION MATERIAL. MINERAL FILLER MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL PERGENTASE OF THE PORTLAND CEMENT AT THE PILING CONTRACTORS' OPTION. THE MATERIALS SHALL BE 50 PROPORTIONED AS TO PROVIDE A HARDENED MORTAR HAVING AN ULTIMATE COMPRESSIVE 5TREN&TH OF 5,000 P51 AT 28 DAYS. THE MORTAR MIX SHALL BE TESTED BY MAKING ONE SET OF 2" CUBES FOR EACH DAY DURINS AU6ERGAST PILE5 ARE PLACED. A SET OF CUBES SHALL CONSIST OF 2 U5E5 TO BE TESTED AT l DAYS, AND 2 CtIBE5 TO BE TESTED AT 28 DAYS. TEST GUBE5 SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM 6109, WITH THE EXCEPTION THAT THE MORTAR SHOULD BE RE5TRAINED FROM EXPAN51ON BY A TOP PLATE. II � fL $ GRADE„f 11 µ 1 • I 1.4 , L1 !L EQ Ea. SEE D I GRADE 5E Al I SCHEDULE REINFORING DETAIL CONC.OR MASONRY COLUMN MARK SIZE(WxD) DESCRIPTION NO. 50T TOP MIDLE 03 TIES MATCHING DOWELS 8 5AR DIA. MIN G5-1 24" x 30" (4) •'T (4) "l (2) 05 6" O/C TYP. EXT. WALL G13 W/STD. HO (I. "6 TOP EACH WAY G5-2 24" x 24" (4) % (4) % (2) "5 8" O/C - L13 S W/ 18" HOOKS 55 n F G5_3 IS" x IS" (3) «5 (3) "5 18" O/C GARAGE 6" STEP GI j_:::� (l) % 50T EACH WAY W/ 18" HOOKS G5-4 18"x24" (3} C3) "5 (2) i"v 8" O/C SEAM AT STOP SLAM LI 'v PC -I 36"x80"x20„ (4)% AT LONG WAY ( AY _ PILE CAP HOOK SPIILAT EACH D G4 .PAD REMAR SEE FOOTING SCHEDULE EDGE 5ARS ALWAYS REMAIN.SPACE OTHERS EQUALLY PC-2 „ „ 11 48 x48 x20 (&)iS EACH WAY TOP AND BOTTOM. LE CAP HOOK EAR AT EACH END G4 SIMILAR PC-3 36"x12"x20" (-I)AT LONG WAY (l)% AT. SHORT WAY - _ PILE GAP HOOK 5AR A7 EACH END SIMILAR PC-4 36"xI16"x20" Coft LONG WAY (12)% SHORT' WAY _ _ 2 LAYERS TOP AND 50TTOM G4 SIMILAR 'I PC-5 60"x60"440' (Ift EACH WAY TOP AND BOTTOM. — 2 ANDYERS P 50TTOM SIMILAR GRADE BEAM 3 G4 iSOLATED PAD/PILE CAP G7 GRADE BEAM SCHEDULES N.T.S. N.T.S. 12 AUGERCAST PILE - 14" DIA x 25 FEET LONG TYPICAL W/ • 9 x 20' (EXTEND 15" INTO GRADE BEAM.) AND 4-5 5AR5 W! 03 HOOP8 S 10" OZ. FROM FILE CUT OFF TO 15' FEET 5ELOLU SUIRFACE. DESIGN CAPACITY - 30 TONS. ALL $HALL BE IN ACCORDANCE WITH A.C.I. 545-84 L13 N.T.S. G13 N.T.S; 14 5 F6" CONCRETE SLAM 6 (3) % TOP 04 *12" x4'-0" m 12" O,C. 90 DEGREE HOOK 03 ® 12" STIRRUP U.N.O. 1 li2" MIN. COVER (3) % 50TTOM *'1 PILE DOWEL 48" E SGHED 14" AUCxERCAS7 PILING �12 GRADE BEAM 2 8" CONCRETE (2) +4 5LOCK WALL (FL.PERIMETER) 04 ale" x4'-O A 12" O.G. 90 TYP.ENTIRE DEGREE HOOK (3) " l TOP PERIMETER 7 (2) *5 MIDDLE 04 a 12' _� 03 0 10" U.N.O.o EA WAY ;n 1 lie" MIN. COVER 6' CONCRETE SLAMi (EXCEPT GARAGE) — a 01 PILE DOWEL (3) 0 l 50TTOM 14" AUGERCAST 48" g" g" PILING �18" GRADE BEAM 1 z lV-8" TOTAL LE sHTH BUILDING 10 . .'a. " 6'-4° 6-4" 10 6-4" V-4" 6'-4" 4'-0" '-211 AC PAD FFE. -6"IS 04 RE5AR s 12110c. 4'-0" OR 15 NAYD AT PERIMETER (TYP) 18" PC-2 , GB-1'as GB-1 PC-3 0 — ,r l/4"=1'--0" A ) PILING PLAN 6 QME i5'-8" TOTAL LENGHTH DUILDING t L 0 Z QLUm 01 N a o sb 0 a 0 H' WZ" � N p X � �0 D Ng u U ■ n p7 i ry� mLL J . lip ivy; t� W W Z Z W sII{{ 0 f� I_ J V) 0 U a n a m ga L m go d N N a K $P v N �0 z J 7 M w �+ < L w= U r xw O« m 0 iza Of 00 m :' 6 z ;F C) z s� n It •v c .,IN --_. Sheet No: 6-sheet1 A ofs 10 1 11 1 12 1 13 I 14 1 16 N P✓I K J H G F r i- D c 1 2 3 4 FOUNDATION NOTES: I. FLOOR 51AS TO BE 6' THICK POURED CONCRETE SLAB WITH REINFORCEMENT AS SHOWN ON PLAN ON 4 MIL VISQUEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. SOIL TO BE TERMITE TREATED MR LOCAL CODE. 2. CONCRETE SHALL CONFORM TO ACI 3161W AND SHALL HAVE 4000 P51 COMPFZ551VE 5TRENi IN 215 DAYS. MAXIMUM SLUMP 5, 5. REINFORGIN6 STEEL SHALL BE ASTM 615 GRADE 60 AND HAVE THE FOLLONN 5 MINIMUM CONCRETE COVER FOR 6RADE BEAMS, BOTTOM 3, TOP 2' SIDES TO BE 1 In' CLEAR COVER FOR 5LA13 TO BE 3/4" MIN. 4. ALL FOOTINSS SHALL BEAR ON NATURAL SOIL PREPARED, AS IN NOTE 5 BELOW. 5. ALL FILL TO BE CLEAN, 6RANR.AR PREPARED IN ACCORDANCE WITH NOTE A-F. A. STRIP A FOOT OF EASTI1I6 501L FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL DELETERIDU5 MATERIALS MUST BE COMPLETELY REMOVED. B. FILL SHALL BE GLEAN AND GRANULAR, FREE FROM DELETERIOUS MATERIAL AND WELL GRADED. G. PAD, FOUNDATION TO BE SUPPORTED ON PILING. 6. 6EN6RAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE FOOTIN65/PADS, LOAD BEARING WALL5, STEEL/CONGREIF_/WOOD COLUMNS, WOOD HEADERS, CONCRETE BEAM5ME BEAMS AND HE16K ELEVATIONS OF EACH WITH TRIU55 MANUFACTURER'S DRAWINSS BEFORE THE POURINS OF CONCRETE FOOTTN65MADS AND SLAB. 7. COORDINATE Ali MECHANICAL, ELECTRICAL d Pt"INH6 PLANS FOR REQUIRED OPENING5 IN SLAB. 6. SLEEVE ALL PLUMBINS PENETRATIONS. q. SEE ATTACHED AUGER CAST PILE SPECIFICATION C3 TYP. 33"j 1 v in 0 ■ 5 6 7 8 9 ( 10 11 ( 12 13 14 1 15 16 MATERIAL5: AJ PORTLAND CEMENT, PORTLAND CEMENT SHALL CONFORM TO FEDERAL SpEGIFIGAT10N5 %-G-Iq2 OR CURRENT ASTM STANDARDS, DESIGNATION G150. BJ MINERAL FILLER: MINERAL FILLER SHALL 13E FINELY PONDERED SILICEOUS MATERIAL WHICH P05SE55M THE PROPERTY OF COMBINING THE LIME LIBERATED DIR21N6 THE PROCESS OF HYDRATION OF PORTLAND CEMENT. CJ FLUIDIFIER: FLUIDIFIER SHALL 13E A COMPOUND POS5E551NG GHARAGTERI5TIG5 WHICH WILL INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING, A5615T IN THE DISPERSAL OF CEMENT 6RAINS, AND NEUTRALIZE THE 5HRRINIKA6E OF THE 1416H-STRENGTH CEMENT MORTAR (INTERAID A5 MANUFACTURED BY THE GROUT SUPPLY COMPANY, mr:CK5VILLE, DHID MEETS THESE SPEGIFIGATIONJ5). OTHER COMMERCIALLY AVAILABLE ADMIXE5 SHALL SHOW PRIOR TEST RESULTS BEFORE APPROVAL. DJ WATER: WATER SNAIL BE FRESH, GLEAN, AND FREE FROM INJURIOUS AMOUNTS OF SEWAGE, OIL, ACID ALKALI, 5ALT5 OR OR6ANIG MATTER EJ FINE AGGREGATE: SAND SHALL MEET THE REQUIREMENTS OF CURRENT A5TM STANDARDS, DESIGNATION G33. THE SAND SHALL CONSIST OF HARD DENSE, DURABLE, UNCOATED ROCK PARTICLES AND FREE FROM INJJRIOU5 AMOUNTS OF SILT, LOAM, LUMPS, SOFT OR FLAKY PARTICLES SHALE, ALKALI, ORGANIC MATTER, MICA, AND OTHER DELETERIOUS SUBSTANCES. IF WASHED, THE WASHING METHOD SHALL BE 5" AS WILL NOT REMOVE DESIRABLE FINE5, AND THE SAND SNAIL SUBSEQUENTLY BE PERMITTED TO DRAIN UNTIL THE RE5IDUAL4=REE MOISTURE 15 REASONABLE UNIFORM AND STABLE. THE SAND SHALL BE NELL-GRADED FROM FINE TO COARSE, WITH FINENESS MODULUS BETWEEN 1.40 AND 3.40. THE FINENESS MODULUS 15 DEFINED AS THE TOTAL DIVIDED BY 100 OF THE CUMULATIVE PERCENTAGES RETAINED ON US. STANDARD 51EVE N05. 16, 30, 50 AND 100. HWH PAD " MIXING AND PUMPING OF HIGH -STRENGTH CEMENT MORTAR: ONLY APPROVED FUMPIN6, CONTINUOUS MIXING AND AGITATING EQUIPMENT SHALL BE U5ED IN THE PREPARATION AND PILE CAPACITY: THE DM16N 15 BASED ON A MAXIMUM WORKING CAPACITY OF 25 TONS PER HANDLING OF THE MORTAR. ALL OIL OR OTHER RUST INHIBITORS SHALL BE REMOVED FROM PILE IN GONPRE5510N AND 10 TONS PER PILE IN TENSION. PILE DIAMETER SHALL BE 14 INCHES. MIXING DRIR45 AND MORTAR PUMPS. IF READY MIX MORTAR IS USED, AN AGITATING STORAGE TANK OF SUFFICIENT SIZE SHALL M USED NI THE M TRUCK AND THE MORTAR PILE TOPS: WERE THE PILE CUTOFF 15 NEAR THE SURFACE ABOVE THE BOTTOM OF THE PUMP INSURE MIX AND AN CONTINUITY THE F PI IN THE PUMPING OPERATIONS. ONIS. ALL EXCAVATION, METAL SLEEVES OR CA51N6 OF THE PROPER DIAMETER AND AT LEAST 18 INCHES IA L BE SUCH A T OMDS MATERIALS SHALL BE SUCH AS TO PRODUCE A HOMOGENEOUS MORTAR OF THE DESIRED THE IN LENSTHI SHALL BE PLACED AROUND THE PILE TOPS. (SPECIAL CONDITIONS MAY REQUIRE CONSISTENCY. IF THERE 15 A LAPSE IN THE OPERATION, THE MORTAR SHALL BE RECIRCULATED METAL SLEEVES OF ADDITIONAL LENGTH). THROUGH THE PUMP. THE MORTAR PUMP SHALL BE A POSITIVE DISPLACEMENT P15TON TYPE PUMP CAPABLE OF DEVELOPING PRESSURES AT THE PUMP TO 35V P51. THE AUGURING EQUIPMENT: THE HOLE THIR0116Fi WHICH THE HIGH -STRENGTH MORTAR IS PUMPED MINIMUM VOLUME OF MORTAR PLACED IN THE HOLE PLACED I THE LEAST EQUAL THE VOLUME U THE DURING THE PLACEMENT OF THE PILE SHALL BE LOCATED AT THE BOTTOM OF THE AUGER HEAD AUGURED HOLE. LOCATION PILES: WHEN CLUSHASTERS OF TWO DR MORE, PILES SHALL 3E BELOW THE BAR CONTAINING THE GUTTING TEETH. THE AUGER FLIISHTIN6 5HALL BE CONTINUOUS INSTALLED WITHIN 3 INCHES O A ION. INS E OF DESIGN LOCATION. MINGLE PILES SHALL IT INSTALLED WITHIN I FROM THE AUGER HEAD TO THE TOP OF AUGER WITH NO GAPS OR OTHER BREAKS, THE PITCH INCHES DE516N LO ATIONL FROM PLIE EXCEED INCH IN D SHALL NOTEPILS OF THE A� FLIC*MNG SHIALL NOT EXCEED q INCHES. AUGERS OVER 40 FEET IN LENGTH FEE CE SH 13E PLA E M FEET. ADJACENT PILES SHALL NOT BE PLACED UNTIL THE MORTAR IN THE PILES HAS REACHED A E SHALL CONTAIN A MIDDLE 6UIDE. THE AU6ERGA5T PILING LEADS SHOULD BE PREVENTED FROM IT5 INITIAL SET IN ORDER THAT THERE WILL 13E ND INTER CONFECTION BETWEEN ADJACENT PILES ROTATING BY A 5TABILIZ{Al6 ARM. WHILE THE MORTAR IS IN A FLUID STATE. AN UILT SURVEY OF PILE LOCATIONS SHALL BE PERFORMED LAND SURVEYOR FLORIDA RE615T1 KED LAND SURVEYOR PILES SHALL LOCATED ON THE PILE REINFORCEMENT, ALL PILES SHALL BE REINFORCED WITH M VERTICAL REINFORCING N I RECORD DRAWINGS HORIZONTALLY AND VERTICALLY FROM THE COLUMN GfNTERL INES. SUBMIT E BARS WITH #3 TIES O 10' C/G EXTENDING 15'-O' BELOW PILE GUT OFF ELEVATION AND 1#1 THE RECORD DRAWINGS TO THE ARCHITECT FOR APPROVAL. TO AR VERTICAL REINFORLINS BAR AT CENTER OF PILE EXTENDING PULL LENGTH. PROVIDE CENTERING DEVICES FOR REINFORCING GAGE AT 10'-0' 0/6 MAX. SPACING. OBSTRUCTIONS: SHOULD ANY OBSTRUCTION (INCLUDING BUT NOT LIMITED TO BOULDERS AND TIMBERS) BE ENCOUNTERED WHICH SHALL PREVENT PLAGINHG THE PILE TO THE DEPTH REQUIRED, OR SHALL CAUSE THE PILE TO DRIFT FROM THE REQUIRED LOGATION, THE PILE SHALL BE COMPLETED IN ACCORDANCE NTH PARA"6RAPHH 1, AND T1415 SHORT PILE ADDED TO THE UNIT LEN&TH5 FOR PAYMENT. IF REQUIRED BY THE EN61NE139 AN ADDITIONAL ADJACENT PILE SHALL ; BE PLACED AND PAID FOR IN ACCORDANCE NTH THE BID BA515 FOR ADDITIONAL FOOTAGE. REFUSAL SHALL BE DEFINED AS THE DEPTH WERE THE PENETRATION OF THE STANDARD AUGURING EQUIPMENT 15 ONE FOOT PER MINUTE OR LE55. I' i COLUMN SCHEDULE CI REINFORCED MASONRY O 8"Aro" POURED GONG. COL. w/ 1-"'5 o VERT. COL. w/4-% d CONT. FILL w/ 4000 F'SI CONC. w/ 03. HOOP '® 12" O.G. 12x12 REINFORCED MASONRY O COL. w/ 2-% m VERT. C� - 13"X12" POURE� GONG. FILL w/ 4000 PSI CONC. COL. w/4-"6 CONT. O12' 12" POUND GONG 1 03 HOOP lei 12" O.C. ■ COL. w/ 6-05 0 VERT. w/ 03 TIES + a" O.C. ci ® 6"x 6" WOOD POST 3112"x31r2"x1/4" T.S. COL. W/ 14" M5 m REBAR THRU O FILL 14000 PSI CONC. THE POST EACH WAY WITH WOOD WRAP NOTE PILLED CELL COLUMN MAX. 32" SPACINGS T5'-8" TOTAL LENOHTH BUILDM6 L 3'41 3' 0" 3'-4" 3'-4" 3'-4" 314" L V-5" T-13" 31_1" AC PAD FEE. -6" OR -15 NAvD cl e ■ ■ 0 cO - ■ )NCRETE SLAB o N e ■ 75 NA - 3 rp � Spi NAVD �, in e 3,_4" / J U (V Q ■ 14101 6" e 6° THICK CONC. SLAB w/*5 BARS \ N Q & 12 O.G. EACH WAY ON 6 MIL VAPOR / M BARRIER OVER TERMITE ■ % W TREATED WELL COMPACTED FILL <) ■ � 9" G1 TYP. SIN , m "T 14'-4" 4'-8" 4'-2" 4'-4" 2'-8" 1'-4" 5'-6" I " 4'-6 1/2 9 Q j, 1" C3 � G3 CI TYF' 1' 0" 3'-8" V-4" 3'-4" 3'-4" 3'-4" 3,_4" Y-4" V-4" 3'-4" 3,_4" 3,4" 3,-411 4,_4" {4'_(P' ELEv. -18" SLOPE FOR 6.6 NAVD GARAGE -I" THICK CONC. SLAB w/"5 BARS 610" O.G. EACH WAY ON 6 MIL VAPOR BARRIER OVER TERMITE �— TREATED WELL COMPACTED FILL 3' 8" 3'-4" L 3 0" L V-8" L 1 3' 0" 3'-8' Rw 6" W W CONCE T'- W/ BRICK PA R N tOP 1101 ■ ■ e 5'-0" I 4'-4" TIE BEAM HOLLOW COAICRETE MASONRY UNITS ARE UNOROUTED VERTICAL FOJOATION MEMBER BREAKAWAY WALL CONST1JCTED OF LNREIFORCED,HOLLOW CONCRETE MASONRY UNITS (UNITS NOT TO EXCEED 8' IN THICIOHESS). GRADE BEAM OR FLOOR STRUCTURE WAVE CREST VERTICAL FOUNDATION MEMBER HOLLOW CONCRETE MASONRY UNITS ARE LN53ROUTED BREAKAWAY WALL CONSTti OF STILLWATER LNREItFORCED, HOLLOW CONCRETE ELEVATION MASONRY UNITS (UNITS NOT TO EXCEED S" IN THHICIOESS). B .J —SLAB ON GRADE SEE PLAN E 14 BREAKAWAY WALL Si NTS. 9RAKa1BLE WALLS N FOUNDATION NOTES: 1, FLOOR SLAB TO BE 6' THICK POURED CONCRETE SLAB WITH REINFORCEMENT AS SHOWN ON PLAN ON 4 MIL VI5QUEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. SOIL TO BE TERMITE TREATED PER LOCAL CODE. 2. CONCRETE SHALL CONFORM TO AGI 31151M AND SHALL HAVE 4000 P51 COMPRESSIVE STRENGTH IN 28 DAYS. MAXIMUM SLUMP 51, 3. REINFORCING STEEL SHALL BE ASTM 615 GRADE SO AND HAVE THE FOLLOWING MINIMUM CONCRETE COVER FOR GRADE BEAMS: BOTTOM 3', TOP 2' SIDES TO BE 1 1/2" CLEAR COVER FOR 5LA13 TO BE 3/4' MIN. "S 4. ALL FOOTINGS SHA1.1_ BEAR ON NATURAL 501L PREPARED, AS IN NOTE 5 BELOW. 5. ALL FILL TO BE CLEAN, 6R4NRAR PREPARED IN AGCORDAJHCE NTH NOTE A-F. A, STRIP A FOOT OF EXISTINJS SOIL FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL DELETERIOUS MATERIALS MUST BE COMPLETELY REMOVED. B. COMPACT BOTTOM OF EXCAVATION NTH MEDIUM DUTY VIBRATORY ROLLER. k, G. FILL SHALL BE GLEAN AND SRANILAR, FREE FROM DELETERIOUS MATERIAL AND WELL 6RADED. 6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYINS LOCATIONS OF ALL CONCRETE FOOTINHGSMPADS, LOAD BEARING WALLS, STEEL/GONGRETEMIOOD COLUMNS, WOOD HEADERS, CONCRETE BEAM5i BEAi AND HE16HT ELEVATIONS OF EACH WITH TRUSS MANIPAGTtRERS DRANNSS BEFORE THE POURINS OF CONCRETE FOOTIN165UPADS AND SLAB. 7. COORDINATE A/G , MECHANICAL, ELECTRICAL d PLUMBING PLANS FOR REQUIRED OPENIN66 IN SLAB. 8. SLEEVE ALL PLUMEIINS PENETRATION5. q. SEE ATTACHED AUGER CAST PILE SPEGIFICATION I Z • 0z o V �R "ter"n � ~ W r! Q N § q 0 °6„ m ..� a 0 NZ;j V� O V) Nm u- U 4 -vadeb., III im m v_j- a 0 o t 00w e ma Rh K J ° � 0, E NO C 0, �i N ® W _ ,z_t� n w �� (1� - M t4 �z/ Q LL wu �u 7 O m 0 Z Za $ 0 M 1 I� Q v V / mzy CC 4 C ■ S k�k zr oC. C. o Z ~wjC®l � p, m R u �n<t No A-1 1/4 IN= i ' -0" .. 1 FIRST FLMaR SLAB PLAN 3 4 5 6 7 14 f9' `s t of --sheets NNM IN M K J F D r. 1 2 9 HE I I_0N 1 4 A A-1 1/4 1111=1 ' —0" 2 11_0" 18l_Imi1 9l_5" = 4 ■ ■ 91_e11 VCn I I' bll VV ■ a j T13E WALL PARALLELL FLEX SFAGE SHORE LINES SHALL FR4N315LE WALLS 9'-0' CLCx /i,T gl_511 s, i0l e1" -V �n ■ 6'-8' " V-2 4" I v a imam CABANA N p iLi u 11.6.1 FIRST LEVEL 3 5 6 7 g r----I r--� dl N y� II II N 1411 L — J L ■ r ■ NWN 21_�M GI_G" LL: 42" GUARD RAIL NOTE 4'-4" 41Y 112" 631.8" 151-811 1 ? 1� 15 Z �0 Z fit W � N 0 „R \ a p N ., N x G ( r4 O Npm alp SHUR LTUB 41L -- L 2' I I p M 1 LAv. 61PET0Lk I 3 2' BATIK 2 {I, MASTER 3' we 2 SUITE 3' 1, WALL TYPES \ \ 3' 3' SH R . LAY. ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH 113� \W 1/ SIDES OF 3 5/8" OR 6" METAL STUDS ® 16" O.C. 1�a OR 2 x 4 STUDS ® 16" O.C. AT BEARING WALLS. kElqc \ WASHERONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON11� BATH 3 BOTH SIDE OF 3 5/8" OR 6" METAL STUD ® 16" O.C. W/ ?# R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.1. cm KITCHEDITION 2017 (SEE PLAN FOR WALL SIZE) \ \ SNCLAUNURY7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ONEXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF LAv2x 6 STUDS @ 16" O.C. W/ R-11 BATT INSULATION. ILAV. q\, \ q•;Ilr G NOTE: N< >O GYP. BD INSIDE OF CHIMNEY 3' C `�P \ ONE LAYER OF 1/2" GYPSUM BOARD ON 1-5/8 METAL 3 2 SHWR \ \ LAY PGA)] R 3' 2' FRAMING ® 16" O.C. W/ R-11 INSULATION ON \\ INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" G GUEST RM CONCRETE BLOCK. W/ CORE FILL R-9 INSULTION CABANA 3. 5/8' STUCCO ON 8' CONCRETE BLOCK, \ \ 3" \ Ij 3'�\\ \ 5/8 STUCCO ON 4- CONCRETE BLOCK. 311 \ \ V ........ ....... ..... 1 GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "W1" 0 NOTE HYDROVENTING CALCULATION: FILLED CELL COLUMN MAX. 32" SPACING PER FEMA : I SF GROUND FLOOR AREA WILL PROVIDE I� INCHE OF VENT 4 Co. REQUIRED: TOTAL 510 SF - 510 SQ. INCHES 1 4' PROVIDED: I0x8"=128 ®3 - 600 SQ. INCHES I (SMART VENTS MODEL 1690520) " 200 SQ INCHES EACH 311-211 \/ H6 ■ a - ■ 16%. Ib"H. HYDROVENTS (2) 4" ABOVE FLOOR LEVEL ■ 3V-2" 811 GARAGE sL 38'-10" o e SHAFT ENCLOSURES SHALL HAVE I HR FIRE RATING a (2 LAYER 5/8" TYPE IXGYPSUM BOARD STAGGED) o WALLS SHALL EXTEND FROM THE TOP OF FLOOR TO TOP OF THE FLOOR / CEILING ASSEMBLY BELOW TO s THE UNDERSIDE OF THE FLOOR OR ROOF SLAB Q a ■ll ■ — — — — ELEVATOR EQUIFMENTS 11/1" \ 4'-8 I/!" T-0" AFF. ON SHELF SIR HYDROVENTS / \ FOR ACTUAL OPENING 4" ABOVE FLOOR LEVEL— / \ I RIFY W/ MANIFACTURE ■ e ■ O 3 I I I 1 1/ I CiY 1 I-O I ER = i ENT _e I f I\ I I 1 1 1 RA DROP 1 SL TO Z"; ' I 111 Ila ■ o ■11111 6'-1011 4'-0" I'-0' 1'-0" 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 E13 PLUMBING RISER IAGRA MISC. NOTES: w- 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 114" THICK (UN.O.) 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13/4" THICK WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. 1. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATINiG THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE (OAS mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 8. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PER FRG. 2010. 9. WEATHERING AND TERMITE AREA PER FLORIDA BUILDING CODE 2010 10. CEILING ABOVE GARAGE TO BE SEPERATED BY NOT LESS THAN 5/8" TYPE "X" GYP. BD. 11. WALLS AND CEILINGS FINISH FLAME SPREAD INDEX AND SMOKE DEVELOPE INDEX IN ACCODANCE WITH SECTION 302."4 OP FLORIDA RESIDENTIAL CODE 2010 EDITION. M GYPSUM BOARD MATERIALS SHALL CONFORM WITH F.B.C_ R-1023 13. CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.B.C. 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. A14 GENERAL NOTES 13 14 15 16 a � 1 N yj y W a ga L in N J a h �a K yyyyy E P 0 Y 4� W �Z Z " ° ~10 J W z0 /f �i U U � LL w= �U o — N Z i; o� �O0 H C/ ) Q �$g ch is ` CD 3 e ' i� LL EDs — a{ i I= W 1 ¢ 0 C) - C) I' i- z Co U U E O J Lj � n co i o :2 G� 1 5 3 � Elmo DATE Sheet No: of --sheets CJ B NI IV 6 6 F D 1, m 1 2 3 4 5 7 8 9 �.,� 1 ,) L 12 j 13 1111 �:b.. I a T. ..^.,.;.e�:_:zPF I:.WM�..� ..-.: 4 .AI{ 1 �1r Im 1ry w c II( �(nb LTUB2 \ \ LA` Y CC c61, 3 2° ATH 2 G MASTER 31 1 WC 2 III r ...n..;_.� SUITE et Ts W r, - TYPES \\ 3° SFpM3r. a S; ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH�P \ I SIDES OF 3 5/8" OR 6" METAL STUDS @ 16" O.C. l�Ia \\ I WASF R iOR 2 x 4 STUDS ® 16" Q.C. AT BEARING WALLS. t' 2° MC BATH 3 �• �{/��� ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON I �" BOTH SIDE OF 3 5/8" OR 6" METAL STUD @ 16" O.C. W/ KITCHEN `^ Sic LAUNDRY llr R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. EDITION 2017 (SEE PLAN FOR WALL SIZE) ° C I LAY. 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON ILAY. y*\\ '►�';Ir c EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF w 2x 6STUDS ® 16" O.C. W/ R-11 BATT INSULATION. 3° 3° c �P \\ I POLIDER 3� NOTE: NO GYP. BD INSIDE OF CHIMNEY 2 SFNIlR \ \ LAY <11p 2 ONE LAYER OF 1/2" GYPSUM BOARD ON 1-5/8 METAL cGUEST RM :1 FRAMING @ 16" O.C. W/ R-11 INSULATION ON CABANA 3° I INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" BATH 3 \ CONCRETE BLOCK. W/ CORE FILL R-9 INSULTION > 3° \ 5/8' STUCCO ON 8' CONCRETE BLOCK. 3' 3• \ \ GYP. BOAR TITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "Wi" I HB O e -- - -- ■ ■ ■ ■ ■ ■ Is ■ - ------ -- ■ r- _- -1 r - - ■ p K��% 'I v II W ■ I L =J --J _1 1 ■ I HWH a :n -ALL WALL PARALLELL FLEX 5PAGE 42" GUARD RAIL TO SHORE LIDS SHALL BE FRANGIBLE WALLS 9'-0" GLCx m 6 I - ■ REF. a b I COVERED f=TIO I77-7777777777 /J t/ e ID'"® 29' b" IV 1 a, 1 I a� 6'-2 4" I 3'-10 hy4�4�41 STOR. I 1 I I4 j TOR I i FIR 3080 CABANA a 1 � M f F® IF I 119 1 E oI .1 111 4 Vi He I lr�=A 11 C2 111 R- 41 0 5 T-8" A-1 .,I` ST LL L 1 s4°'_i'-off 1 2 3 4T-1 1/2" 15'-8" NorE HYDROVENTING CALCULATIO FILLED CELL COLUMN X. 32 SPACING PER FEMA : I SF GROUND FLOOR AREA WILL PROVIDE ISQ INCHE OF VENT REMIW: TOTAL 510 SF = 510 SQ INCHES PROVIDED: 16"0428 s3 : 6m SQ INCHES (SMART YEWS MODEL I&W520) - 200 SQ INCHES EACH HB 16"W.146% HYDROVENTS (2) 4" ABOVE FLOOR LEVEL 35'-10" GARAGE SLOPE 38'-10" SHAFT MOMS SHALL HAVE I MR FIRE RATING (2 LAYER 5/8" TYPE 'X' GYPSUM BOARD STAGGED) e WALLS SHALL EXTEND FROM THE TOP OF FLOOR TO TOP OF THE FLOOR / CEILMG ASSEMBLY BELOW TO THE LMDERSIDE OF THE FLOOR OR ROOF SLAB — —:1au ELEVATOR EQUIPMENTS 4'-T-0" AFF. ON SHELF 20'-0' Yb"W. 8"H. HYDROVENTS I FOR ACTUAL. OFENING 4" ABOVE FLOOR LEVEL RIFY V MANLFACTUFE 3 1 r FOYEC' I ` ENTRY — SL TO 2"I I ' I I ------------ ■I ills ■ QH5 A 4'-0" IV-01 T-0" p 9. 4 5 6 7 8 9 10 1 2 4" E13 PLUMBING RISER DIAGRAM MISC. NOTES- a 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 1/4" THICK (UN.O.) ro. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE P/4" THICK WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. 1. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DUIELLING FROM THE GARAGE HALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE (OA8 mm) SHEET S L OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS TNT HE GARAGE e. EXHAUS D DRYER VENT MUST VENT TO OUTSIDE PER FRC. 2010_ 9. WEATHER[ ND TERMITE AREA PER FLORIDA BUILDING CODE 2010 10. CEILING ABO ARAGE TO BE SEnRAATED BY NOT LESS THAN 5/5" TYPE "X" GYP. BD. 11. WALLS AND CEILINGS ISH FLAME SPREAD INDEX AND SMOKE DEVELOPE INDEX IN ACCODANCE WITH SEC 302-S Cs�F FLORIDA RESIDENTIAL CODE 2010 EDITION. 12, GYPSUM BOARD MATERIALS SH CONFORP'1 WITH F.B.C_ R-1023 13. CERAMIC TILE MATERIALS SHALL RMS WITH F.B.C. R-102.4 14. WEATWr=RING AND TERMITE AREA . 15. FLAME SPREAD AND SMOKE DEVELOPED IN FOR THE INSULATION 4S REQUIRED IN SECTION R302.9 FLORIDA RESIDENTIAL CODE. P a WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN d ) 20" IN WIDTH, 24" IN HEIGHT, 5.1 SQPT, IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE FINISH FLOOR AS REQUIRED e) VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS T AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF 3 CONFLICT EXISTS. A14 GENE'AL NOTES r 13 14 15 1 16 Z 0 �r a 0 om tIN 0. 0 Z D m12 �O U U M a 0 0 L m 0 fV a id a m h K 0, oft N o rn F�� w Z W r Z 0 �Z wM LL w= J m 7 -.-_-. [ V) Z Z a 0 0 F � z 115 < s€ G CD 5 O =a Z J E� ax�.a''F]ni k F 5 o U I v L m O _ � z m o Go I DATE - SS RENEW 12-17-19 SS REV. J2 12-24-19 h SET 01-14-20 SheeC,N. 1 or --sheets FILE COPY 2 4 6 7 z 14 16 I I Sl K RNMIng: WALL TYPES N p 14'-10 1/2" 12'-4-1 1--[ 1/21' T-4 1/2" oil N 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" D.C. AT BEARING WALLS. 0000 00 ------------ I ( R I lit LAYER OF 5/8- TYPE Y GYPSUM BOARD ON D E) BOTH SIDE OF 3 5/8' OR 6' METAL STUD @ 16" O.C. W/ G (D R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. > SDI$ON 2017 (SEE PLAN FOR WALL SIZE) liL 3'E4t, 2'.13'-4"�vp1 STUC 42" HAII0 RAIL DIN RM KITICIPEN CO ON 5/8' CDX PLYWOOD SHEATHING ON Lin KJECTA4"$F-fERETyp. EXTERIOR & 1/2' GYPSUM BOARD ON INTERIOR OF Zn LAUNDRY 2-20W j 2x 6 STUDS @ 16" O.C. W/ R-11 BATT INSULATION. V-211 BED 4 —1 ■1­ NOTE: NO GYP. BD 0 INSIDE OF CHIMNEY RM J ONE LAYER OF 1/2" GYPSUM BOARD ON 8 METAL (2)2&W i UJ/ TRW FRAMING 0 16" O.C. W/ R-11 INSULATION ON fil INTERIOR & 5/8' STUCCO ON EXTERIOR OF 8" ---- - -------- I - - ----- - --------- TION — ------ i r -------- - - - -------- CONCRETE BLOCK. W/ CORE FILL R-9 INSUL lik) 5/8' STUCCO ON 8' CONCRETE BLOCK, 7 GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "Wl" �&w FKT L — --------- — ---- J L — ------ I I I I I I I I I I I IA ;a I I COVERED I - ------- - ----- �p4B�K_R 07M ■MISC. NOTES: BALCONY I I 1 42" LOWER WALL BATH 4 -01, -011 1. All 'I. 4'-2u 1i rib 13'-4" L T-211 4'-b" 1, J-1 4 M' III 1. ALL GLA55 IN DOORS 4 ALL 5LIDIWG GLASS DOOR TO BE TEMPERED. 42" WAND RAIL TO 3'-8' 11 K REJECT A 4" 1 2. ALL GLASS 514OUER 4 TUB ENCLOSURES SHALL BE TEMPERED 5P�ERE TYR I I I 1i NOTE 6 ti I L -------- ______j L - — ----------- — -- — -- -------- I v — — — 3. GLA55 OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR ---------- -- — -------- --------------I I I LrI I I I IMIN oil I I I I i I I rf IfT 0 v 0 SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN II ABOVE FLOOR OF TUB OR SHOWER -------------- \_ L FDOWDE 4211 HAND RAIL TO Es 1, 4. ALL BATHROOM FLOORS 4 5A5r=S SHALL BE IMPIRSVIOUS MATERIALS L 1, b REJEC� A 4' SPRIER TYR '! Rj 131-o" 5. ALL FIX GLASS SHALL BE 1/4" TWICI< (U.N.O.) ARCH I I Al� 1 S. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13/4" TPICI< II 11 1Q L ----- - -- ____j - - - ---------- - LJ1 -T WITH 2x4 50LID RABBETED JAMB, OR A C-LABEL DOOR AND ■ _-A JAMB. DOORS TO HAVE SELF CLOSERS. 1 31-80 2' $01f-IT 11 11 12'4 1/2' 51-0 1/2.. IN474111 1 ---i i 1 1. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING ■A13OVE 11 211 915M t IF31 1112ljS"II 1 P I THE WALLS OR CEILINGS SEPARATING THE DUELLING FROM THE GARAGE 1 +I 2t T 45.■<4 _3 1 110 1 1�2 2 SHALL BE CONSTRUCTED OF AMINIM NO. 2(p GAUGE (0.48 mm) SHEET Iy --------- - ------- STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGSwil I I I I I 10111111111■1111 Iml 11771 Iml I I I I I I 1101101 01111111 1IFm IN[ I I I I I I I IN 1171775-77111110111111 11111111111 HE IM1111 11111 m I = i INTO THE GARAGE 1A Fj 4'-0R 4' 0" 5'-1131-I 1/2" 4, 1' II III 5.411 I. -Oil WINDOW NOTE EC-rRE55 WINDOWS SHALL PROVIDE A CLEAR, OPENING NOT LESS THAN NOTE 20" IN WIDTH, 24" IN HEIGHT, 51 50.FT. IN AREA LU/ THE BOTTOM Or - FILLED CELL COLUMN MAX. 32" SPACING THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE FIN15H FLOOR AS REQUIRED' D G-1 SECOND LEVEL VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS Yj AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. 1/4 1110=11-0" G 4'-0' 10 -ION 3'-41/2" rI 911 ci) L F E_ D C Nn ylI 42" HAND RAIL TO REJECT A 4" 894ERE TYR � COVERED'I �D' BALCONY 2480 w1c. 7 BATH 2 = BED RM 2 wic. BED RM 3 CLCt M. 5EDRm CLG W1 12" TRAY ■ w1c. 77 HD + 2W No EciRESU (2) 2NO W/ Tw CE 13'-4# a 42" HAND RAIL TO REJECT A 41 SPHERE TYR "7 '411 \8. 2-20W 4." 4-8 111 3' L OU :T + 14 > (p 3W W11 3'-4' IN 42" WAND RAIL TO REJECT A 4" /—SPHERE 7TP, I I' 5'-4 Wit �EV. F 01 ki 31-2" 3'-b K 101-3" �11 1 111111 Join a OD (2) fin 1- `4 M. BATH cc� bw LIN w1c, Is I -42' NANDRAIL REJECT S4■ REJECTrn LOFT TO d F IT E��m■ ■ ­mT.TFTTI■ 101111 1 ITT 7FFT71,0111 I I I I 'I I 11ml I 401 63'4' 61.011 41 131.81, — FILLED CELL io LUMN MAX. 32" SPACING A A-1 THIRD LE"EL G14 GEN'ERAL NOTES 1/4 1110=19-0100 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 Z 0 0 z fm WeN 0 m 0 m u U. m a. L m cd "h it, cl) 0 14 10 to 0, U) k4l[P V) Lu Lu Z z UJI gin, m m z u < D 0 V) Z z i Z 0 0 u m 0 , Ill. SJJ to 255 SI)elet No: of --sheets -11LE C01 K i H G E 1) c A a G C NEOPRENE F+IP/RIDG£ CLOSURE COVER SEALANT - FASTNER BATTEN --- CLOSURE WATERPRooF STANDING SEAM MEMBRANE ALUMN_ ROOFING HIP / RIDGE a ELEVATION MATERIAL5 KEYNOTE SYMBOL DESCRIPTION ALUMINIUM ROOF EXTERIOR WALLS W/ SMOOTH STUCCO O3 12" SQUARE COLUMNS N O RAISED STUCCO BAND E SURROUND Q DECORATE SILL d HEADER f � ©ALUMINIUM LOUVER 0 DECORATIVE SHUTTER DECORATIVE CONC. SIDIW_v LOOK PLYWOOP SEE 'S' DU)SS COVER L - 4 N.T.S. � RI OVER T W/ 2" STAPLE TRJSS AT Eli (SEE F (TY REAR ELEVATION 2 1 3 STANDING SEAM ALUMN., ROOFING 26 GA. GALV. METAL VALLEY FLASHING FASTNER AT 12" O.C. S z STANDING SEAM ALUMN- ROOFING °J d 3/4" CDX PLYWOOD SHEATHING VALLEY DETAIL 8 I 9 — STUCCO ,,-26 GA.ALUMN. COUNTER FLASHING DETAIL SHOWN FOR WOOD FRAME CONSTRUCTION - DETAIL SIMILAR FOR IBLOGG CONSTRUCTION -SEALANT ALUMN. "L" FLASHING NEOPRENE SPACER ROOF CLIP STANDING SEAM ALUMN_ ROOFING L-7 FLASHING DETAIL N.T.S. 10 111 12 ATTACH RAILNG FLANGE TO HOUSE W/(2) 5/16"xl 1/2"TAPC S �I(VERT. 6 48�0/ MAX�AILS 13 1 Alkr FASTEN VERT.RAILS TO CO C. SLAB ALUM. SHOES FROM RAIL R W/(4)5/(o"x 1-1/2"TAP ONS L-10 RAIL ATTACHMENT N.T.S. NOTE: VERIFY W/ OWNER IFOR RAILING STYLE n TOP OF PLATE g C6'-0" OF OF TIE BM. n TOP OF TIE BM. _ :CO BAND OF OF 3rd FLOOR 1 +24'-0" nd LEVEL CLG. LINE +22'-0" id FLOOR +W-4" iROUND FLOOR `T T n TOP OF 3rd FLOOR J +e +24% (32.0 NA ) OIL 2nd LEVEL CLG. LIN Nu _ a +22'-0" = (30.0 NA ) ro e TOP OF TIIS E BM. is +12'-0" _ (20.0 NAVD) n 2nd FOOR PLAN — w +11'-4" _ (IS33 NA OR 4052 NGVD) A v TOP OF GROUND FLOOR 'm +0'-0" _ (S.01 AVD) 12 1 m u Z • Z �{ 0 �m y ~ a n apN N o w I „ N HO om y " 0 M 4 N06CX L. ] m M m 2 A5. EXTERIOR TRIM PROFILES n �o •• I�IIIIII_�NIM_III A-10 FRONT ELEVATION 1/4 "=1'-0" A 10 11 12 1 4 1 F> DATE i Sheet No: A of --sheets N V� G G 1 i 2 I 3 I 4 I 5 I 6 L-1 HIP RIDGE ELEVATION MATERIAJ_5 KE�'NOTE SYMBOL DESCRIPTION > ALUMINIUM ROOF O2 EXTERIOR WALLS W/ SMOOTH STUCCO 0 12" SQUARE COLUMNS RAISED STUCCO BAND 4 SURROUND DECORATE SILL 4 HEADER 0 ALUMINIUM LOUVER Q DECORATIVE SHUTTER Q DECORATIVE CONC. SIDING LOOK rANDING SEAM LUMN_ ROOFING COVER �e OVERRT W/ 2" STAPLE TRUSS AT E� ISEEI Ml REAR ELEVATION 2 1 3 L-4 N.T.S. STANDINCx SEAM I ALUMN_ ROOFING 26 GA. GALV. METAL s VALLEY FLASHING FASTNER AT 12" O.C. STANDING SEAM ALUMN_ ROOFING N LL 3/4"-CDX PLYWOOD SHEATHING-1 VALLEY DETAIL L-7 N.T.S. GAALUMN. COUNTER FLASHING AIL SHOWN FOR WOOD ME CONSTRUCTION - AIL 51MILAR FOR BLOCK ISTRUCTION SLANT ALUMN. "L" FLASHING NEOPRENE SPACER ROOF CLIP STANDING SEAM ALUMN.. ROOFING FLASHING DETAIL 10 11 12 13 .�717 I i ATTACH RAILNG FLANGE TO HOUSE - W/(2) 5/16 "xl 1/2 "TAPC S 2 "x2" ALUM.TOP. BOTTOM 4 VERTICAL RAILS (VERY. 48" O/C MAX) _ r Z FASTEN VERT.RAILS TO CONC. SLAB ALUM. SHOES FROM RAIL MH`I�R� W/(4n/16"x I-1/2"TAPCON5 L-10 R I L ATTACHMENT N.T.S. NOTE: VERIFY W/ OWNER FOR RAILING STYLE 12 1 TOP OF PLATE TIE BM. n TOP OF TIE BM. +� " m +33'-4" _ (4l'-4" NA' .CO BAND OF OF 3rd FLOOR +24'-O" nd LEVEL CLG. LINE +22'-0" id FLOOR +11'-4" ' ROUND FLOOR TOP OF 3rd OOR s +24'-011 = (32Vr ) 2nd LEVEL CLC. LIN w +22'-0" = (30.0 NA )- 71 TOP OF TIE BM. m +12'-0" _ (20.0 NAND) oL 2nd FOOR PLAN +11'-4" _ (19.4 NAVD 'v [Fri I v TOP OF GROUN FLOOR LL I. I OIQ 6 +0'-0" = (8.0 AVD) — A-10 FRONT ELEVATION -_-.. 10 11 I12 = 1=70 m 9 3 A5.1 (w� EXTERIOR TRIM PROFILES I Pik 'A 1 E> )WEST BOTTOM OF RUCTURE MEMBER 04 ® +0-4" _ (1433 NAVD Z . r O N a n �n Q w N 1 0 U� 0R Oc4Q 9 Nv �0 ? ma U U a o Wy `ai Y 7 41 O LL N �r f Oneg o W.N fV N 01 V R w Z S� v r,, Z V w �° Q LL Z my °0 Z Q Z a C V $a F n cn ire, F _) ~ 1 g F G LLJ F R �e c� a z a o c� 1 w !_ 3: �Fxw. rT, ZS � N CD D PERMIT SET 01-14-20 Sheet No a� s' 16 FILE COPY L 1 2 4 ELEVATION MATERIALS K fNOTF STM150L DESCRIPTION j�J 0 ALUMINIUM ROOF 2 EXTERIOR WALLS W/ 5MOOTH STUCCO i4 12" SQUARE COLUMNS RAISED STUCCO BAND < SURROUND <8� DECORATE SILL t HEADER 0 ALUMINIUM LOUVER M 1 DECORATIVE SHUTTER DECORATIVE CONC. SIDING LOOK K 11 H OIL TOP OF TIE BM. g +33'-4" a ou TOP OF 3rd FLOOR +24'_0"olu — — — — — — — — — 2nd LEVEL CLG. LINE a �y 2nd FOOR PLAN CTe +11'-4" — 1ST LEVEL CLG LINEIff _ ® +9'-4" = (1i.4 NAVD) a+ F TOP OF GROUND FL j n O(';t F' 4s IF Ili k E ---- �E� 7 Kai' ^ � �p 1/4"=1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 TOP OF TIE_ 5M. -11- 13 14 15 G Sheet No: (B !� A of sheets 2 1 1 4 5 6 1 7 8 I 10 1 11 1 12 13 14 1 ih N K J D 3 Q t^ RIGHT 'k s H) EL ��� I1/4 01 TOP OF TIE BM. ® +331_4° ie TOP OF 3rd FLOOR 0 +24F-011 2nd LEVEL CI-G. LINE w +22,-0• 2nd FOOR PLAN :nF.4�F tat LEVEL GLG. LINE F OF GROUND FLOOR ` 4 O J A m� w � � N 0 oW f� f =2 . a H� � �� Fy F a 4? d? 0 NO alp - __ m iRl, v U 3r 0 4-� x n n z � ■a� r> ai � h '{ �P K 01 k ®W Z �Z ��, �W gin' WW LL 0 us w Z Z o a �00 o �a II a (,r) dig T 1 r" rr E w6 r r �:r� v $ E W N _C> �< A"A C F� I_ eet No: OF 5 6 7 8 9 10 1 1 1 14 15F N K J 1 { A_5 ra_ SECTION 1 1/4 9f= 1 '-0" 1 2 10 I 11 1 12 13 14 1 1c Z J 0 �z N V) H p m < 0 $ N 0 o6 -CL ^ Q 0 W— 0 V) ;iO 7 m U U --- A M On S� a o a ° mW :.0 K P w n �h G� E p, rt C ki IW'.' Z z �< m W Z.o,- n, �Z a� W=d A 0' V) Z Q,,. Z 0 �u H ap n s �3 Q G F= U § ag� LLJ E�% g 8 Si � •e �o r.. b Q � E c W 11 J CD W N 0 PROGRESS REM 12-17-19 PERMIT SET 01-144-20 REVISION 1 02-11-20 ! Shee No: ,, of --sheets 2 3 4 _ �i N m K G E D C 0 a A — 5 E C T I C RN n TOP OF PLATE IN m +36'-8" OL TOP OF TIE BM.. g +33'-1" _ (41'-4" NAVD) 6 71 8 AN RO fCs4T n TOP 3rd FLOOR_ — — — o +24-%" _ (320 NAVD)— OIL 2nd LEVEL CLG. LINE — OIL 2nd FOOR PLAN _ -mow +11'-4" _ (ISA NAVD) — — — — — 00 LOWEST BOTTOM OF n STRUCTURE MEMBER_ s +9-4" = (11.4 NAVD) OR (IR54 NGVD) OIL TOP OF GROUND FLOOR TOP+ /� VGARAGE FLOOR 9 -2 Z' _ ( 6.0 NAVD) 5EDRM +4ALLWA1 FOYER GARAGE HALLWAY LIVING RM PATIO 15 16 F zI z00`00 D�V U £.. p li 04 A o a A o a \ ' I fa3 i mk 1 q I7, O Cl) 0 ?,9 t N of : 10 I/ f p� h w W Z ;. fi Z N W L Dm W FYA Z "fir Q LL K i W F V 80 Z Za % �o O �o �H z a� a C-)�a an . LLJ 115 ( ^) E�® F b zfi d- s d rz W `a E _w � j N e� o C� D C Sheet No: Q�n A a FILE COIL: 11 12 1 13 14 15 1 16 in 1 2 3 4 5 6 7 8 9 10 BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PRODUCTS WINDOWS (CASEMENT) WINDOWS (FIXED GLASS) FRENCH DOOR (ALUMINIUM) OPENNING SCHEDULE SWING DOORS, OVERHEAD DOORS, FIXED GLASS, WINDOWS AND SKYLIGHTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD TYPE, SIZE, SPACING, EMBEDMENT BUILDING DESIGN PRESSURE 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" TAPCONS1 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 MIAMI / DADE K SLIDDING GLASS DOOR SERIES 8100 (IMPACT) WINDOOR 1/4"x2— 3/4" TAPCONS #12 HEAD SEE STRUCT. PLANS +65.0 / —70.0 MIAMI / DADE J FRENCH FRONT DOOR SERIES 450 (IMPACT) CGI WINDOWS 1/4"x2— 3/4" TAPCONS #12 HEAD SEE STRUCT. PLANS +90.0 / —90.0 MIAMI / DADE GARAGE DOOR HURRICANE (MASTER IMPACT) DAB 5/16"x1-5/8" LAG SCREWS EA. BRACKET SEE STRUCT. PLANS +56.0 / —64.0 MIAMI / DADE H PRODUCTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD TYPE, SIZE, SPACING, EMBEDMENT BUILDING DESIGN PRESSURE EVALUATION AGENCY PRODUCT DESIGN PRESSURE ENGLERT ALUM. STANDING SEAM. MODEL 2000 — LOC 1"S.S. +/— 128.4 TAS112 MIAMI / DADE ROOFING UNDERLAYMENT OVEN CORNING WEATHERCOCK METAL _ THE UNDERLAYMENT SHALL BE INSTALLED WITH MINIMUM 2 SIDE LAP AND MINIMUM 4" END LAP. NA. MIAMI / DADE STUCCO NA. NA. STUCCO ON METAL LATH +/— 49 NA. MIAMI / DADE E C r T 51ZE/ MODEL LOCATION COUNT MANUFACTURE GLASS PRODUCT APPROVAL NO, I❑ 28W FRENCH CABANA O ANDERSEN FL-14285.3 ❑2 54M FRENCH FLEX AREA, BEDRM 3, BEDRM 4 Qj ANDERSEN 3A6" IMPACT FL-14265. 3 w ❑3 6080 FRENCH ENTRY DR 0) (D ANDERSEN 3/I6" IMPACT FL-14285. 3 Eo z O ® 14OW 8LDG GS DR OCEAN RM (D WINDOOR 3/16" IMPACT FL-11-0822. 02 Q) w ❑5 WW SLDG GS DR OCEAN RM (D WINDOOR 3/16" IMPACT FL-11-0822. 02 aX © W80 SLDG GS DR MASTER BED RM Oj WINDOOR 3A6" IMPACT FL-11-121% 09 �j 16'-0"x8'-0" OH. GARAGE B DAB Ft1S03o4.OT: MK SITE/ MODEL LOCATION MANUFACTURE DIM. COUNT PRODUCT APPROVAL GLASS O CX25 FOYER 4FLEX AREA (5350) ® ANDERSEN BED 2, LOFT, STAIR FL-124%3 IMPACT IMPACT O CW 5 MASTER BED RM 4, BED R13 (2450) © ANDERSEN FL-124%3 IMPACT O CX 16 OCEAN RM, DINING RM (2160) ® ANDER&EN STAIR POWDER RM FL-124%3 IMPACT O CW 16 LAUNDY , LOFT (2460) O ANDERSEN ff ULI FL-124%3 IMPACT O C5 MASER BATH 4BATH 2 2050) 2 0 ANDERSEN FL-124%3 IMPACT Z FO C14 BED RM 3, BATHRI3E (2040) ® FL-124%3 IMPACT n 4 ATH 4 O GNI55 KITCHEN (1854) � ANDEFL-124 FL-1T4%3 3 IMPACT O NOT USED TEMP. GLASS (D4' ®"X 6'-@" FIXED MASTER BATHRM SHOWER O ANDERSEN FL-59053 IMPACT IMPACT O 4'-6"X 6'-0" FIXED MASTER BATHRM TUB FL-1 5E9053 IMPACT STEEL MULLION FL-ISW2.11 A NOTES I. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OFENNING PRIOR TO CONSTRUCTION 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS. IMPACT A - 4 EXTERIOR OPENING SCHEDULE 3. PRODUCT APPROVAL IPJFORIATION ( INCLUDING ATTACHMENT) IS SUPPLY BY THE MANIFACTURE AMNAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH NFORMATION 1/4 it= 1 0-011 1 2 3 4 5 6 7 8 ATTACHMENT ATTACHMENT 1 (1/4" TAPCONS) ATTACHMENT I (1/4" TAPCONS) ATTACHMENT 2 (IR" EXP. 5OLT5) ATTACHMENT 3 (1/4" TAPCONS) ATTACHMENT EXT, STUCCO CONCRETE BLOCK ATTACHMENT I EXTERIOR DOOR ATTACHMENT 3 WINDOWS 2x4 PT. BUCK ATTATCHED WITH 2x4 PT. BUCK ATTATCHED WITH SOLID GROUT 1/4" x 3-1/4" LONG TAPCON TO CONIC. 1/4" x 3-1/4" LONG TAPCON TO CONC. 1/2" DIA - ATTACHED DOORS WITH 2" M2 SREW ATTACHED DOORS WITH 2" 12 SREW EXPANSION BOLTS o DIRECT TO BUCK AT 6" FROM CORNER DIRECT TO BUCK AT 6" FROM CORNER AT ib^ O.C. AND AT 12" AT INSIDE. AND PER AND A7 12" A7 INSIDE. AND PER 6" EMS. DOOR RECESS MANUFACTURES SPECIFICATION. MANUFACTURES SPECIFICATION. DOOR STOP ATTACHMENT TREATED 2 GARAGE DOOR ATTACHMENT 4 SLIDING DOOR 2x6 NAILER _ _ 2x6 PT. TO CONCRETE WALL WITH Ix& PT. BUCK ATTATCHED WITH DOOR- 1/2" DIA, EXPANSION BOLTS 1/411 x 3-1/4" LONG TAPCON TO CONC. SEE SCHEDULE 9 16" O.C. 6" EMBEDMENT SEE GARAGE DOOR DETAIL M-14 ATTACHED DOORS WITH 2" 12 SREW DIRECT TO BUCK AT 6" FROM CORNER DOOR CRACK BY DOOR MFR AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. DOH01-02 L-10 GARAGE DOOR JAMB L-14 OPENING ATTACHMENT N.T.S. N.T.S. N01ES: BACK CAULK ALL THE WOOD BUCKS (TYP) ALL EXTERIOR DOORS AND WINDOWS WITH CONTINUOUS BEAD VALKUMP SEALANT. 3-3/4" I"xP.rFURRING L+ CONT.SEAL •. A wJ 5/8" GYPSUM BOARD MARBLE STOOL SET ANDERSEN ON FOIL BACKED IN GROUT BED CASEMENT WINDOW y INSULATION CONT. SEALANT I/4" SHIM SPACE CONCRETE MASONRY UNI '' .d CONT. SEALANT STUCCO FINISH 2"x P.TIIJOOD BUCK 2"x P.T.WOOD BUCK CONY. SEALANT CORNER BEAD 5/8" GYPSUM BOARD — ON Ix P.T. FURRING A 4' [f V RAISED STUCCO ANDERSEN __ 5/8" GYPSUM BOARD VA $ '34/4" . }"' 1 SAND REINFORCED WITH CASEMENT WINDOW CONY. SEALANT .. GALV1"IETAL LATH 1/4" SHIM SPACE R-42 FOIL BACKED V. '« . ' CONCRETE SILL CAP INSULATION A w' '3 G-10 N.T.S. I2" GYPSUM BOARD ON FOIL SACKE NSULATICH I"xP.TFURRNG CASEMENT WDW. HEAD G-14 CASEMENT WDW. SILL N.T.S. AT CONCRETE WALL CORNER BEAD e/e" GYPSUM BOARD 2N P.TLICOD BUCK CONT. SEALANT 114" 61411 SPACE ANDERSEN CASEMENT WNDOW CONT. SEALANT STUCCO FINISH CONCRETE MASONRY WIT CONT. MARS IN GR CONT. 12" Gl BOAR R4.2 R NSULA ANDERSEN FDMD GLASS SYSTEM 1/4" SHIM SPACE CONTAEALANT ANDBACKER 2"xP.T11100D SLOCKWG POURED CONCRETE SILL 57UCCO FINISH D-10 FRENCH DOOR JAMB D-14 FIXED WDW. SILL N.T.S. N.T.S. HEAD, JAMB SIMMILAR ATTACHMENT 3 (1/4" TAPCONS) M-SWING DOOR V " 3-3/4" 3-3/4" SIMILAR 'a I°xP.tAJRRRG DOOR - SEE SCHEDULE �' - U2" GYPSLIM BOARD CN FOIL SACKED t NSULATICN BEE INISH-� CONCRETE MASONRY UN TIEAHOLP STUCCO FINISH SEALANT CONT. SEALANT 2"x P.T111000 BUCK CCRER BEAD e o • .d. u OAEIRUEN R E DOOR 12" GYPSUM BOARD • Ve ---^ CONT. SEALANT 1/4• SHIM SPACE a • A. �. C474PIESSI6LE FILLER vTHw-®2 CONCRETE eLAB A-14 FRENCH DOOR HEAD A-10 TRENCH DOOR SILL N.T.S. N.T.S. 9 10I 11 12 13 1 14 15 16 0 �n �a Ui N 0 0l5.. Im 0- 0 9z fi 0 4< V) a ° U M a c a. 'm L U n O N a h K P y eP OLu w UU H� z N W �Q 0 J 0° W 0/R yz Q L 1. J D S w O 0 �V) W j Z 6 >0 O °0 m b n CD p CJ n LIJ G \ p Q::� = p E3 o z �� O 5 IE F W o o T[s] O W J y E Vl � o U rT, w 3 iz D F ProjectCadd 7NO.:Drawn F C Sheet No: e��o� A of --sheets t2" TOPPING b (BY G.C.) SECONDARY POUR n 1 (BY G.G.) i� #4 BAR CAST IN BEAM AT 6" U.S. [i 4'-0- O.C., #3 BAR CONT. AND #4 x 1 -6" LG BAR ^ 3 1 2"t 3 4" BRG. .S �-T GROUTED IN GORE, ONE : - PER PLANK.(BY G.C.) •xj 8" MASONRY WALL BEYOND !'1 - W/REINF. (BY G.C.) > SECTION i SCALE: 3/4" =. 1 —O" { OPPING. .C.) SECONDARY POUR (BY G.C.)#4 BAR CAST IN TOPPI4'-0" U.S. TW�/RONF. O.C., AND #3 BAR CONTINUOUS.Py(BY G.C.) IES NRY WAL (BY G.C.) SEGTION (\ _ SCALE: 3/4" = 1'-0' - A4 BAR CONT. t2" TOPPING (BY GC) t2" TOPPING r (BY G.C.) . , � O ` U.S. 1 .. 8' 6" U.S. 4 3 1 2% 3 4" BRG LAP VARIES . ' CAST W/ BEAM WA 14 BAR CONT. IN 4" SECTION �• CONC. BEAM W/REINF. (BY G.C.) 5 BAR CAST IN BEAM AT • I•_0" O.C., #4 BAR CONT. - AND #4 x 1 -6" LG BAR i GROUTED IN CORE, ONE 'r1 PER PLANK. (BY GC.) 3 SEGTIQN _ SCALE: 3/4" = 1'-0» GROUTING BUTT JOINTS (BY G.C.) IN I --- 7 I 8 9 1 f I .I i----- — 1 4 t2" TOPPING t2" TOPPING (BY G.C.) (BYGG.)L G-4 "RD LEVEL L.,"FRAMING 0 1 /4n=i t._On Yti 1-........ ��. _ LAP VARIES " U.S. �� •s 3 1 2"± 3 4" BRG. (BAY DON BEAM 4" BEAM __ TOP OF BEAM owoow 10 , €L 10'-6" - 4 5EGTION Cs cB 2 a SCALE: 3/4" = 1 -0" : s SECTION — SCALE: 3/4" = 1'-0" ` PLAPVARIES " TOPPING (BY G.C.) SECONDARY POUR (BY G.C.) #4 BAR CAST IN TOPPING 4-O" O.C., AND" U.S. #3 BAR CONTINUOUS. (BY G.C.) NRY WALL c . (G.C.) b 5EGTION SCALE: 3/4" GROUTING BUTT J"' (BY G.C.) �-� t2" TOPPING I ) ti' GYPCRETErW�/REINF. BY G.C.) (BY G.C.) o 8" U.S.U.S. LAP VARIESIES ONRY WALL (G.C.) 7 SECTION SCALE: 3/4" 1'-0' - 1 / 8" HoLou I CORES SYSTEM WITH 2" Ah TOP OF FLOOR ELEv. II'4" 11'-2" v i Ib" SO rE11 —"' u 4 El—o�o�o�o�E3 ■o[3 •o�o�❑ i •- Or •- OF r v AND ALL ' '' 5'-4" am - R FECESS 4'-8 1/2" BY rw T— 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. 8i 1 EEL. 10'-2" I J j j c� GROUTING BUR JOINTS (BY GC) ±2" TOPPING (BY G.C.) 8" U.S. 7 8" U.S. 3"t 1 2"BRG 3"t 1 2' BRG. #4 HOOKED BAR CAST IN 8" MASONRY WALL AND #4 BAR HORIZONTAL IN W/REINF. "(BY G.C.) CORE. ONE PER PLANK. (BY G.C.) 8 5EGTION. _ SCALE: 3/4- = 1'-0- LINTEL SAFE LOADS TABLE (CAST—CRETE) EINNTEI OFLI GRAVITY UPLIFT LATERAL LINTEL TYPE 7MA A 3'-4" 2231 1569 1025 8U8 $ 4'-0" 1966 1363 765 8U8 C 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 CT 9'-4" 554 591 326 8U8 H- 10'-6" 475 530 284 8U8 BEAM SCHEDULE CB CONCRETE TIE BEAM WB WOOD .BEAM 88 = CONCRETE MASONRY BOND BEAM STL = STEEL BEAM LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM 1 MARK SIZE TOP STL BOTTOM STL MIDDLE STL REMARKS C8-I 8" x 12" 8" x 12" 2- # 5 2- # 5 2- # 5 2- # 5 - STANDARD TIE BEAM MAY POUR DOWN TO TOP OF WINDOW *ADD 2#5 #3 HOOPS 0 6" O.C. r C5-2 8" x 16" 2— #5 2— # 6 #3 HOOPS 0 12" O.C. 11 CB-3 8" x 18" 2- # 6 2- # 6 2- # 6 - #3 HOOPS 0 8' D.C. CB-4 1 12" x 28" 3- # 7 3- # 7 3- # 7 #3 HOOPS 0 12" O.C. W/ARCH C5-5 12" x 24" 3- # 9 IN 2 LAYERS #4 HOOPS 0 8" O.C. 16" x 28" 4- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.G. 16" x 24" 3- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. FC-5--l-1 1C x 16" 3- # 6 3- # 6 3- # 6 #3 HOOPS 0 8" D.C. ®-8 8" x 28" 2- # 5 IN2 LAYERS 2 # 5 #3 HOOPS 0 6" D.C. W.O./ARCH - - - C -13 8" x 24" 2- # 5 2- # 5 2- # 5 #3 HOOPS 0 12" C.C. 10 8" x 12" 2- #6 2- # 6 #3 HOOPS 0 3" O.C.TO 2'-0- FROM EACH END -11 8" x 20" 3- # 6 3- # 6 #3 HOOPS 0 6" O.C. CANTILICER BM - -1T 8" x 24" 2- # 7 4 # 7 IN 2 LAYERS #3 HOOPS 0 6" O.C. 8" x 8" 1- # 5 PRE -CAST LINTEL I. ALL LINTELS TO BE BY CAST CWTE AND POURED SOLID W/ BLOCK AND SEAM ABOVE 13 14 15 Z • �O Z N �a Lu 10N Y� O V Om Y� a �0 Q N yx �ul : N2 U MI k. .: av $ a 4 N m 0 L m to 10 N mW oft N 0, K 8 V E � 1 A P ILL Z gqq� Z ~ J t 0 ' v w M G J J W r U' w Ln S 00 Z Z< 0 a O a N W/'�/ o U (n z ga O Q G CD 5 = 511 cs � o S Sheet No: Tz A 14 ofi ---sheets 1 I 2 3 I 4 USP TRUSS ANCHORAGE SCHEDULE OR EQUIVALENT HARDWARE PRODUCT I A STRAP DESCRIPTION S UPLIFT LIPS A CFI LATER R I A USP HTA20 (6) 1Od 980# 590 660 g USP HTA20 (9) 10d 1480# 590 660 -- C USP HTA20 (10) 10d 1500# 590 660 D USP HTA20 (1) (10) 1Od 1650# (ONE PLY) 590 660 M E USP HTA20 (2) (10) 1Od 3230# 1180 1320 EACH STRAP F USP RT16 (8) 10d E.E. 1030#. 645 650 Iq G USP RT24T OR RT24TF (5) 16d E.E. 900# ADD 2-16d TOENAILS FROM TRUSS TO WOOD BEARING 500 500 z, H USP RT24T OR RT24TF (8) 16d E.E. 1255# ADD 2-16d TOENAILS FROM TRUSS TO WOOD BEARING' 500 500 USP HTT22 (32).10d 5370# (1) 5/8% 12 E.B. J USP USC OR EUSC (8) 10d E.E. 11150# (4) 3.4" x 6" e.b. AT BEAM - K USPHTR16 (2) (6)10d 1760# 1.STRAP EA. SIDE OF TRUSS 1180 1320 L USP LUGTC2 (20)10d 1350# (10)10d TO TRUSSES, (8)10d TO TO STUDS & (2) 10d TO. PLATES 575 575 M USP MUGT15 (20) 10d 1350#. (10) tOd TO TRUSSES, (8)10d TO 3965 3965 TO STUDS & (2) 10d TO PLATES HARDWARE SHALL BE MANUFACTURED BY USP LU•iBER CONNECTORS COMPANY AND INSTALLED IN ACCORDANCE WITH MANUFACTtFER'S SPECIFICATIONS (RE: 2005 UPS CATALOG) PAS MAY BE USED IF STRAP SIZE, GAUGE AND K UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED. Notes: s; I. Where more than one strap Is used, multiply the uplift capacity by the number of straps. Exampla: "of straps 2D Mark 2x12.101bs = 24W Ibs uplift capacity 2. The uplift for each truss/girder is lose than or equal to the uplift capaclty for the specified anchor. y3. All truss to concrete connections to be MARK A, unless otherwise noted. (This means that any unmarked trusses have an uplift range from l to'300 lbb). 4. All truss to wood connections to be MARK I, unless otherwise noted. (This means that any unmarked trusses have an uplift range from I to 1415 lbs). L? 5. Alternative truss anchors w/ equal uplift 4 lateral load capaclty maybe substituted w/ engineer's approval. r,ABLE END TRM (IF APPLICABLE), - SEE ROOF PLAN PROVIDE I/S" SPACING AT PANEL EDGES APA 40/20 34" Cr ._ TRUSSES ;�;ExPO$URED O/C (WA WEROOF )PLYWOOD G D C B IN - PROVIDE 2x4 51. • '� (�:' �� ALL PLYWOOD SE S BETWEEN IST (3) TRUSSES NAIL SEAM w/ 10d • 4" O/C `• (D � IF EACH SIDE OF SEAM (BEE TTP. r,r WAIL SECTION) I/I4" SPACE AT NAILNG SCHEDULE (BLOGKIM3 D 4- OA7Y.�M) PANEL RODS (�1 EDGE EDIATFAILWA 10d 0 4• Or- ®® INTER'1EDIATE NAILING and . 4. OL. SOUNDRY NAILM 10d • 4' Or - END ISLOCK343 ® CORDER NAILING led • 4. Or- BEWMD FASCIA BRJD BEAM OR 11E BEAM (SEE TYP. WALL BEGTION7 i��o 34—IE T4--+ I1�1G ITT C=+.4r.101*.t" 4I HIP END 41 pool 2 I GA5LE END \ DIRECTION OF WD. TRUSSES OR FRAMs 24. OZ_ DIAPHRAGM SOUNDRY PL *rWOOD FLOOR/ ROOF SHEAR DIAPNACaM SCHEDULE PANEL FRAM'G, TRUSS MIN. PANEL NAIL 8 =AQING I COMMA �I IAF�GS a Di PH W O HE R GRAPE SFrX:L THICKNESS BOUNDRI S PANEL DGES NAIL SIZE T£D 2'-0" 3/4" 4" m ZONE 1,2 4" ®.ZONE I OOMD DIAPHRAGM ROOF gAHPEA I eAPTHm MAX. MIN. 10d �' ON PLAN 4 re ZONE 3 4 w ZONE 243 RATED 4G GLUE AND SCREWED UNA, ON PLAN 5 6 ( 7 — LATERAL BRACE Oro" 1 f ac6• TYP. WOOD TRU JES ( B MEMBERS II PERMANENT WEB DIAGONAL CROSS BRACING 8 1 9 1 10 BRRGINO NOTE5: PERMANENT 21 X 4' VIABONAL BRALIN67 IN THE PLANE OF NEARESTi - • • NAILS IN EACH INEB IN AT LEAST ( AT 46 APP r. - 7i 3) ,Fig. 37, 3b 4 ,• BOTTOM C•'o OF r t NAILS IN EACH PAW fROOF • LATERAL BRACE 2x4 BRACING TO BOTTOM CHORD W/ 2-166 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 UPLIFT CAPACITY OF THE ANCHOR SPECIFIED (SEE TRUSS ANCHOR SCHEDULE) LATERAL WINE LOADS FOR TRUSS CONNECTIONS HAVE BEEN DESIGNEE) 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' iENDICULAR TO WALL = 4S0 LBS PARALLEL TO WALL'= 360 LBS a�D A-5 1/4„=1'-0't 5 6 D 2m58 ROOF FRAMING I I I W-0" I I I 1 I I I I I I I 12 IT 15 THE RESPONSIBILITY OF THE BUILVER1IvER5ON5 ERF5C,TINiS THE ES TO INSTALL ADEGIVATE EIRACIN6 TO PREVENT TOPPLINI5•FOLLON ALL ! PLYUL am 2 a A cWa4* .. WN V ` A4, DECK'S . ° .AL '= 13 14 1 15 1 16 FNEUt1 iATIC R45TENEfR LEGENZ) NOTE: ALL FASTENER AND NAILING TO BE STAILESS STEEL PNEUMATIC FASTNERS - ITW RA1" I5ET / REDHEAD APPLICATION SIZE TYPE SPACING REMARKS MTL STRAP TO CONC. 1/4"xR-3/4" BLOCK OR TIE BEAM TAST (P PER RAP NON BRG. WALL SILL 300 HD 5/32" DIA. SHANk PLATE TO CONC. SLAB 1/5" WASHER SERIES 12" O.G. W/HEAD W/ " R " AND KNEEWALLS 3" LONG' 1524 SD LOGO STAMP METAL LATH 4 WiRE FASTNERS - PNEU-FAST CO. APPLICATION SIZE TYPE SPACING REMARKS 16 GUAGE W/ Co" APART WIRE LATH MN 1 14" r 101 - 1 SIDE LAPS PENETRATION 5" APART 3/S" RIB MTL. LATH IS U1/44"E W/ r 101 - 1 6" IDELAP3 3355023� D SECT PENETRATION S" APART 35042(CXbb) METAL ROOF TILES — ATLAS COLLATED NAILS APPLICATION SiZE TYPE SPACING REMARKS 11 GA. MR METAL' ROOF HEAD �IWOPOD SCEW ORLV MANFUI LE SEC SEE�RB053.5 W_ 02 PHILLIP- SEALENT SSTL SPEC'S AND W53b NOTES:: ALL FASCIA AND DRIP EDGE NAILS SHALL BE 316 STAINLESS STEEL ROOF/WALL 5HEATHINCx - ATLA5 COLLATED NAILS APPLICATION SIZE TYPE I SPACING I REMARKS 3/4" ROOF SHEATHING 3" x .148" 8d Ss. ROOF - 4" 3/411 WALL SHEATHINGS 2 1/2" x J31" RING EDGES - 4" SHANK ALL ROOF / WALL SHEATHING NAILED 411 O.G. NOTES: - -- I. 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 SHNGLES OR TIN CAPS. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF ROOF SHEATHNG TO ROOF PRAMING MEMBERS. 3. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWIM DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS. 4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED. 614 1 GENERAL NODE Z 040 _z dl N. m N $61 0 <o < 6 n� 0IM vR a 0 9� W� D 6 x alai �0 Nm UU/. a M a o m gs L w w N ,m, MWI_I.�1. O N S) � d(14( 0, � 0,K v E P 4�✓ � z J D V) Z U z 1© n � 1 F C LL 6Ez EEgc-4 Sheet No: Lt�S� ❑ of --sheets C W 1 2 3 4 7 8 1 9 1 10 1 11 12 1 13 1 14 1 15 1 11G> 1 1 2 1 3 1 4 5 6 ( 7 1 8 1 9 1 10 1 11 12 13 14 15 1 16 a M L 2x(o SAFEGUARD TOP 1/4" COUNTERSUNK a� LAG SCREWS N EA. PICKET) z_ CJ CJ Ju Z 2x2 PICKET SPACED TO O REJECT 4" DIA. BALL. p (VERIFY W/ OWNER FOR STYLE) 011 — 1/4" COUNTERSUNK LAG SCREWS (I EA. PICKET) STAIR STRINGER K STA I fR 574FEG;UAIRD DETAIL NOTE: HANDRAILS TO RETURN TO WALL OR END AT TERMINAL POST J FLOOR STRUCTURE HEADER OR GIRDER TRUSS I G F E E-1 N.T.S. D C III 2x12 STRINGER (21R. +TR = 24 TO 25) -1.2" + 1.2" + 10" = 24All 2x TREADS NAILED AND SET IN MASTIC P.T. 2x4 BOT. PLATE OR APPVV EQUAL. NOTES: HANDRAIL SHALL BE DESIGNED 4 CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 LB APPLIED ANY POINT AND IN ANY DIRECTION. HANpRAILS HEIGHT 30" - 34" PICKET TO REJECT 4" SAFE GUARD RAILS HEIGHT 42" MINIMUM Ae" METAL PLATE TOP < BOT. 4-5/6" 0 WEDGE ANCHOR TOP BAR$ STD. NOOK MIN. 4" EMBEDMENT 36X DIAM. 35i8" VERT. METAL (25 gaJ INTO CONCRETE, I. FIRST STIRRUP STUDS g 16" O/C STANDING SEAM METAL ROOF 7i` INSUL. AT SELECTED AREAS 4 TYP. BETWEEN COND. 4 d,i UNCONDITIONED SPACES m SEE ANCHOR SCHEDULE VERIFY w/ CONTRACTOR �*, O m ROOF PLAN FOR TIE DOWNS iAe 0 _R — 0 _ ROOF.C6 T45. 2n 2" 2X6 TRUSSES TRUSSES BOTT. BARS 12" GYP. BD. OR � BLOCKING FOAM INSULATION 1/2 " M.R. (GREEN) GYP BD. ALUMINIUM SPRAY 6" ft-22. AT WET AREAS DRIP EDGE DOUBLE TRUSS STRAPING LI L2 L3 °8 FRAMING BREW FROM TRACK 3-5/8"0 THRU BOLTS TOP OF BEAM VARIES TO STUDS TYPICAL (SEE ROOF PLAN) , NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR �4"X I J" TAPCON 0 24" O.C. BUCKET WIDTH VARRIES Ix 2R GGEDGE. CEDAR P.T. Ix3 FIREBTOP CONT. VERIFY W/ TRUSS DWG. V-0" 0}I. FOR NO. OF MEMBER CONC. TIE BEAM CONC. SLAB w/ 4- w/ 4-'5 o CONT. UN.O. DECORATE OUTLOOK L- 5 STEEL PLACEMENT L- 7 INTERIOR WALLS L -10 BUCKET F 0 R GIRDER SEE ELEVATION R-9 MASONRY CORE FILL INSULATION NOTE: COMBINE INTERIOR INEULATI31 STUCCO LAP BIDDING ON SECOND FLOOR 4 ABV. P.T. Ix3 FIFRESTOP CONT. 1-1/2" BLK RCCESSE AND CONCRE TE BLOCK = R-20 R-S MASONRY CORE FILL INSULATION 'i2' GYPSUM BOARD N.T.S. N.T.S. NON BEARING WALL N.T.S. CONT. RE -BAR ON P.T. MTL FRAMING FURRING ® 16 "O.C. all CONCRETE t� TOP OF BEAM HOLLOW CORE TOP GONT. BARS v VARIES (SEE PLAN) <_p SPLGE AT MIDSPAN �1_4_____ ONLY A5 REOV n a -: 4--4-- -° a- - u STUCCO BAND --' - G SEE ELEVATION D' BAR 0.30 L2 "Ell BAR 3' 2-�J%S"� TNRU BOLTS LkIDERSIDE"DECK ,J OR L3 EACH TRUSS. OVER AC.. SP ES WIILLIL RECIEVE w CREATE R-13 SPRAY FOAM INSULATION 030 030 GANT. (TYPICAL U.N.O.) CONC. TIE BEAM 030 LI LI OR L2 LI OR L2 L SPAN SEE BEAM SCHEDULES GREATER CAEATER 0 DROP CEILING HEIGHT VARIES a%" SMOOTH STUCCO ON 1/2" GYPSUM BOARD ® 0 FIRST FLOOR ON P.T. MTL FRAMING FURRING a I6"O.C, 0.125 t BOTT. LI L2 GONT. TMX BOTT. 0.115 GONT. L2 BOTT. GONT. `� OVERLAP VERT DOWELS R-II FOAM INSULATION Wl MIN. 4'-8" (SEE FOUND. PLAN BAR MIN. 6" '44" STEEL TOP iE w/ FOR SITE B LOCATION) MIN. BARS I/q" FILLET WELD I-I/2" BLK RCCESSE- � CANTILIVER ALL AROUND T.S. COL. FIN. GRADE WOOD SASE AN LI L2 FIN. FLR o �— — L3 � ELEV� V; 0" °, x, ." < -A L . NOTE: D. BAR5 ARE TO BE U5ED AT BOTH ENDS OF A SPAN UNLESS "D BARS I i ° -+-- x GRADE BEAM FROM ADJACENT SPAN ARE GREATER OR "0" BARS OR "E" BARS ARE REQUIRED CONCRETE PILING NOTE: BEAM RE I NFORG I NC STRUP END I VERIFY FINAL DESIGN 4 BOLT HOLES SEE FILING PLAN ,� , 5x - *3 C.05ty AND LOCATION WITH FINAL TRUSS ENGINEER N.T.5. ULI 2M a 02 HOOOPS F-5 BEAM REINFORCING DETAIL G-10 BUCKET SEAT F14 TYP. WALL SECTION N.T.S. N.T.S. 1/4 "=1 1-0 n TYPICAL INTERIOR STAIR & RAIL DETAILS 51MP50N LT512 STRAP NAILS ELEV. EXISTING TO BACK OF LEDGER UJ/4 10d NAIL5 TOP OF 2ND FLR — AND UJ/4d NAIL5 TO TRU55E5 2x6 LEDGER UJ/ 4°x311 TAPCON 2 x6" JOISAT 16" O.0 DING AT 61I O.C. 5TAGGED CONTINUOUS BARS 0 EXTEND TO (TYPICAL TOP AND BOTTOM) WITHIN 1 1/2" OF FORMS FOR BEAMS, 2" FOR FTGS m SEE SCHEDULE 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 0 LAP BARS 48 BAR? EACH LEG. �— STANDARD 'BO* ACI HOOKS NOTE: AT BEAMS W/ GONG COLUMNS BELOW41 HOOK BARS DOWN INTO COLUMNS 4 LAP a VERTS A-1 CORNER BEAM I A-7 NTS FOOTING SIMILAR N.T.S. 1 2 3 4 5 6 51MP50N LU526 UJ/4-I06 NAILS ELEv. +m'-0" FINISH FLR. TO TRU55ES 4 4 IOd NAILS TO LEDGER 36" H. STAIR RAILING W/ PICKETS AT 4" O.G. MAX. STYLE AND DESIGN AS SELECTED BY OWNER 2ND 11Jil - -�—PROVIDE FIRE STOP AT MIDPOINT U OF EACH RUN OF STAIR MCs 1 12 e 12" .0 SIMP50N LUS28 OR EQUAL AT EA..STAIR STRINGER I I 2-2"XIT' LEDG i" FINISH TREAD ATTACHED TOW 6LL W/ 5/8" X 1 1/2" L DGE 3/4" CDX.RISER 4 SUB TREAD ANCHORS W/ A iHERS � 12" O.0 ST RED 2x4 P.T. LEDGER BD. SECURED TO SLAB 11,1,/3" HILTI PINS OR EQUAL AT 12" C/C. N-41L STRINGER TO LEDGER W/ 16-d NAILS STAGGERED. I I Z• Q w ce 0 <o� I a 0 I �O ? R$IL U U. M a � 8 d 63r, L m N N a� ■.ai"` J IL Q K H eP V Ole uJ H�9 3 L ry �w 0 W aLL yz H J W f U S w O Lao 0 �V) La L O:E .'0 Mo ro H V / Q sF IF � G W =a� �1 Q 0 a� z L E O LLJ 1� 1� � � z3 J y :m o w F� C) C) Cn v W 6 w D m Sheet No: LEDGER DETAIL A-12 TYPICAL STAIR DETAIL Q�°l A AT ROOF TO CONCRETE WALL NTS. of --sheets 7 8 1 9 1 10 11 12 1 13 1 14 1 15 16 u N M K H ji B 1 2 ELECTRICAL LEGEND ELECTRIC METER O ELECTRIC PANEL C31 A/C DISCONNECT 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED 11°• WEATHER PROOF DUPLEX OUTLET GF.cl. FLOOR OUTLET Q TELEM40NE. JACK i TELEVISION JACK OY CENTRAL vAc. HOSE OUTLET as WALL SWITCH vf' 3-WAY WALL SWITCH vi< 4-WAY WALL SWITCH 44P DIMMER WALL SWITCH 44z MOTION WALL SWITCH Q PUSH BUTTON SWITCH .{ WALL OR CLG, MOUNTED FIXTURE J. BOX 1 -(T� JUNCTION BOX V It Y PULL CORD FIXTURE [] RECESSED LIGHT FIXTURE w G V.P. ❑ VAPOR PROOF RECESSED FIXTURE I---� FLOURESCENT LIGHT FIXTURE ry FLOOD LIGHTS O EXHAUST FAN CASON MONOXIDE DETECTOR 4 SMOKE DETECTOR COMBO THERMOSTAT ® SPRINKLER TIMER 'I INTERCOM ' ® SECURITY SYSTEM KEYPAD MOTION DETECTOR CHIME. DOOR ALARM SOUND WHEN OPNED -ELECTRICAL CONTRACTOR SHALL VERIFY WITH FP<L THE LOCATION SERVICE AND SHALL LOCATE THE METER < PANEL AS REQUIRED. -ALL ELECTRICAL WORK TO CONFORM TO THE 2014 NATIONAL ELECTRICAL CODE -ALL OUTLET BOXES FOR RECEPTACLES, TV ANTENNAS, OR TELEPHONE JACKS IN RATED WALLS MUST BE METAL OR UL. 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 FINISH AND FIRE RATED BY ELECTRICAL CONTRACTOR -INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: WALL HUNG TELEPHONE 56" AFF TELEPHONE JACKS 12" AFF LIGHT SWITCHES 48" AFF RECEPTACLES 12" AFF TELEVISION JACKS 12" AFF - ALL NEW BRANCH CIRCUITS SHALL 5E ARC -FAULT PROTECTED (NEC 210-12(5) -ELECTRICAL CONTRACTOR TO CONFORM WITH TELEPHONE CO. REQUIREMENTS FOR TELEPHONE EQUIPMENTINSTALLATION. -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 0E DECORA TYPE. (UM.O.) - TAMPER RESISTANT RECEPACLES (NEC 406112) ARE REQUIRE FOR DWELLING IN ALL AREA AS SPECIFIC IN 2011 NEC210.52 ALL 125 VOLTS 15 E 20 AMP. RECEPTACLE G-5 1/4 "=1 ' —0" // A-5 1 '4"=1'-0" 5 1 6 c FN SECOND LEVEL POTAUE GENERATOR PLL6 12 13 14 1 SS y L • Z `"..-.� O o W M ~ Lu � O w r!�g1 a N 4 a M 0 W a $X 4 0 � Nm �14 U U, Sheet No - FIRST LEVEL o shect> Ll 12 13 141 I5 I 16 FILE COPY M N .A �i 'i c 13 A-1 1/4 "=1 2-0" 2 5 4 5 I HIRE. I 7 1 81 9 10 1 1 ELECTRICAL LEGEND g ELECTRIC METER p ELECTRIC PANEL Q1 A/C DISCONNECT 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED GF P � WEATHER PROOF DUPLEX OUTLET Q TELEPHONE JACK . r TELEVISION JACK (2) CENTRAL VAC. HOSE OUTLET 44 WALL SWITCH 4,' 3-WAY WALL SWITCH 44* 4-WAY WALL SWITCH 44P DIMMER WALL SWITCH 0 PUSHBUTTON SWITCH { WALL OR CLG. MOUNTED FIXTURE EXTERIOR WALL MOUNTED FIXTURE J. BOX 1 {T]- JUNCTION BOX P.G14 Y PULL CORD FIXTURE RECESSED LIGHT FIXTURE v.P. [3 vAPOR PROOFRECESSED FIXTURE �—� FLOURESCENT LIGHT FIXTURE FLOOD LIGHTS O EXHAUST FAN 0 SMOKE DETECTOR O THERMOSTAT 07 SPRINKLER TIMER G INTERCOM - ® SECURITY SYSTEM KEYPAD MOTION DETECTOR O CHIME CABON MONOXIDE DETECTOR AND SMOKE DETECTOR COMBO 14 TYPE 50 ,D, LOAD CENTER SERVICE 120 / 240 10 3W MOUNTING FLUSH POLES: 40 I 16 MAIN BUS 200 AMPS NEUTRAL FULL MAINS M.L.O. A.I.C. 10000 ELECTRICAL PANEL 'A' BRKR WIRE LOAD (W.) DESCRIPTION CKT! CKT, I DESCRIPTION LOAD (W-) WIRE BRKR 40/2 @S 1,500 AN.0 1 W/ HEATSTRIP F 2 A.C. COMPRESSOR 1 5NJC000 13 .10/2 3 4 20/2 10 1200 INLINE WATER HEATER (GAS) 5 6 OVEN 5000 % 40/2 l 8 20/2 010 1200 COOKTOP (GAS) 9 10 WATER HEATER 4500 10 25/2 II 12 20/2 10 2500 DRYER 13 14 SUB-PNL B 12)25 % 60/2 15 16 20A 12 1200 WASHER 11 IS LIGATION PUMP 3500 *12 25/2 0/1 12 1200 JACCUZI PUMP 19 20 0/1 12 O LAUNDRY LIGHTS 21 22 W.I. RECEPT. O 014 20A 0/1 12 OZ GF.C.I. 1IMCEPT. BATHROOMS 23 24 EXTERIOR LIGHTS 0/1 12 W.I. RECEPT. OUTSIDE 25 26 DRYER 2500 10 20/2 0/1 12 GF.I. R`eGEPT. OUTSIDE 21 28 0/I.. 12 1200 WASHER 29 30 SPARE �20/1 ry2 SPAN 31 32 SPACE SPACE 31 38 39 40 NOTES: N/C = NON CONCURENT A/C LOADS TYPE SQ A, LOAD CENTER MAIN BUS 60 AMPS SERVICE 120 / 240 10 3W NEUTRAL FULL MOUNTIt Kx FLUSH MAINS M.L.O. DOLES: 40 A.I.C. 10,000 SUB - PANEL 8 (GENERATOR PANEL) WIRE LOAD (Wa DESCRIPTION CKV GKT0 DESCRIPTION LOAD (W.) WIRE BRKR 0/1 012 O2 GF.1. RECEPT. GARAGE 1 2 Q.C.I. RECEPT. BATHROOMS !� 12 20/1 5/1 ry4 M. BEDROOM 3 4 DEN /GUEST 14 15A M. BEDROOM 5 6 DEN/ GUEST M. BATH LIGHTS T 8 BEDROOM n M. BATH LIGHTS 9 10 BEDROOM 3 KITCHEN LIGHTS - 11 12 LIVING ROOM �0/I 12 1200 REFRIGERATOR 13 14 LIVING ROOM 0/I 12 1200 DISHWASHER 15 16 DISPOSAL 1200 ^2 20A 20A 12 1200 GARAGE DOOR OPENER 11 IS MICROWAVE 1200 12 -20/1 20A 12 SPARE 19 20 SPARE 40/2 V 11500 A.N.0 r1 W/ HEATSTRIP 21 22 A.C. COMPRESSOR n sow •a 30/2 23 24 SPACE 25 26 SPACE 21 28 29 30 Q ,ALL BEDROOM CIRCUITS SHALL SE ARC -FAULT PROTECTED (NEC 210-12(5) 0z GEN LIGHTING( --- SF a 3W/SF) = 11058 W. (GEN LIGHTING INCLUDING GARAGE, PATIO AND BALCONY) LOAD CALCULATIONS let 10.0 KW. a 10096 10.0 REMAINING KW. 0 4096 15B A/C HEAT STRIP o 6596 12.15 31,650 KW. 3-02/0 COPPER IN 2" PVC G14 MAN BKR DIC200 COMBO M 200 AMP METER MAN FEED TFIROIKaF7 LIXaS NEUTRAL sQAC. 1 AHU. 1 I1 4 IRRG 1OIIIP. • DRY"`I�l g EILAWG BLANK 10 FILTER I 31650 156.9amj�. 240 V. 2% W/ 165 NEUTRAL IN 3/4" P.V.G. 200 100 AMP AMP PNL SUB A PNL 22000 �J AIG A.LC:ImOmm UNDERGROUND TO FP4L TIE-IN LOCATION 04 COPPER GROUND TO 5/SXS' GROUND ROD 4 COLD WATER PIPE 4 FOUND. STEEL NOTE: ALL FIXTURES IN CLOSETS TO COMPLY W/ NEC 410-8 ELECTRICAL GENERAL NOTE i� Z 0 • Z r Q w ulte N� fo N 0 m �m CL 0 � �0o U U M Li c IL N I m L N W ry i 3 ai 0 } St �ma N �L xi 0,K h P Q (D cl- C) LL- Q 6 azz LLJ W € 6 1E `sheet No: Lr11L�o� of ---sheets F c A 2 I 5 ( 15 I 6 1 7 ( 8 1 9 1 10 1 11 12