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HomeMy WebLinkAboutBuilding Plan4 I, 1 1 2 1 3 N m 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 CONNECTIONS. AND SEPARATE OWNER CONTRACTS ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS, THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS HE SHALL BE BROUGHT TO T 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 OR ABOVE FLOOD CRITERIA. SOILS SHALL BE TREATED FOR TERMITES PRIOR TO PLACEMENT OF CONCRETE. MATERIALS AND INSTALLATION MUST COMPLY W/ ALL GOVERNING CODES AND REGULATIONS. GI GPROVIDE 2 YEARS RE -TREATMENT WARRANTY. CONCRETE SLABS AS REQUIRED FOR MECHANICAL EQUIPMENT. VERIFY EXACT SIZE AND LOCATIONS W/ CONTRACTOR 6" THICK 4000 PSI CONCRETE REINFORCE SLAB WITH GRADE BEAM ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED COMPACTED (2500 SF) FILL F 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 E 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: D 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 C 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 B 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 0 MASONRY NOTES: 5 6 A CUSTOM HOME FOR: THE MEDINA 1 7 SITE 50 WATERSONG, ST. LUCIE COUNTY, FLORIDA ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY UNITS & A MINIMUM TYPE M REINFORCING BARS TO COMPLY WITH ASTM A 615, GRADE 60. ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE 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. 2103 FOR ENGINEERED MASONRY DESIGN, CHAPTERS 1 THROUGH 3 OF ACI 530/ASCE - f'm PSI 1500 FOR MASONRY - 3000 FOR MORTAR. GROUTED MASONRY TO BE FULLY INSPECTED BY 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 REQU IRED TO EVALUATE MASONRY SAMPLES. SEE DETAILS FOR CORNER AND INTERSECTIONS. SEE DETAILS FOR VERTICAL STEEL AT FOUNDATIONS AND BEAMS PROVIDE LADDER TYPE JOINT REINFORCEMENT EVERY 2ND COURSE VERIFY WINDOW AND DOOR ROUGH OPENINGS W/ WINDOW AND DOOR MANUFACTURER. FRAMING: TOP ELEV. OF BEAMS & PLATES ARE AS NOTED ON PLANS FRAMING LUMBER FOR HEADERS, BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETC., SHALL HAVE MIN. Fb=1000 P.S.I. , Fv= 75 P.S.I. & E= 1,400 K. UNLESS NOTED OTHERWISE PINE/FIR (NO. 2 OR BETTER) LAMINATED WOOD BEAMS SHALL BE "TIMBERMAX" LAMINATED VENEER LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL. Fb = 2925 P.S.I., Fv = 285 P.S.I. & E = 2,000 K PROVIDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, GIRDER TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS SHALL BE SECURELY SPIKED TOGETHER. ALL WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE F.B.C. 2004 AND OR F.R.C. 2004 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 @ 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 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 INPARTIAL FOLLOWING: ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 170 MPH WINDLOAD EXPOSED "D" ATTACHMENTS,TO STRUCTURE TO BE DESIGNED FOR 170 MPH EXPOSED "D". 8 9 10 11 12 13 14 15 16 R301 .2(1) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA'o�I� ��� �I V �m mn �Ee WIND DE51GN 5E15MIC DE51GN SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN �jQ w l N CATEGORY DESIGN TEMP. UNDERLAYMENT HAZARD5 FREEZING; ANNUAL r) r6 SPEED TOPOGRAPHIC WEATHERING FROST LINE TERMITE REQUIRED INDEX TEMP ® -ow m � MPH, EFFECTS DEPTH 0nn ilio 110 MPH. EXPOSURE "D" NA. NEGILIGBLE NA. VERY HEAVY 40 DEGREE NA. ZONE AE.10 NA. NA ,�, V D Z M=x a U U 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 SEC. 502.12 F.R.C. 2004 1. PROVIDE FIRESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTITIONS AT CEILING AND FLOOR LEVELS AND SHALL BE SO PLACES THAT THE MAXIMUM DIMENSION OF ANY CONCEALED SPACE IS NOT OVER EIGHT FEET. 2. PROVIDE FIRESTOPS AROUND THE TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. 3. PROVIDE FIRESTOPS BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH RUN, AT THE TOP 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 F.B.C. SUB -SECTION 205.2.3 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 ATTI SULATION SHA B R FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION R302.10 OF 2014 F.R.B.C. 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 F.B.C. 2007 , FLORIDA RESIDENTIAL CODE 2007 & FBC 2009 AMENDMENT CATEGORY 1 - 150 LB. IMPACT TEST CATEGORY 11 - 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 SQ. FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISH FLOOR AS REQUIRE BY THE F.B.C. SECTION 1005. SUB.SECT. (1005.4.3, 1005.4.4) FINISH NOTES: FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALLS AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R302.9 OF 2014 F.R:B.C. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 SQ. FT, Q 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. 1 1 2 1 3 1 4 1 5 1 6 7 1 8 1 9 mmumnymma SYMBOLS 2 DETAIL NUMBER ABV. ABOVE LAM. LAMINATE DETAIL REFERENCE ACOUS. ACOUSTICAL LAV. LAVATORY SHEET NUMBER AC. AIR CONDITIONING L.B. LABLE ADJ. ADJUSTABLE LH LEFT HAND AFF ABOVE FINISH FLOOR LTG LIGHTING ELEVATION NUMBER AHU AIR HANDLING UNIT LOC. LOCATION ELEVATION REFERENCE al SHEET NUMBER ALUM. ALUMINUM L.W. LIGHT WEIGHT ALT. ALTERNATE ANOD. ANODIZED M.O. MASONRY OPENING ANN. ANNUNCIATOR MFTR. MANUFACTURER n SECTION NUMBER AP ACCESS PANEL MAS. MAT. MASONRY MATERIAL SECTION REFERENCE a; SHEET NUMBER ER APPROX. ARCH. APPROXIM TE ARCHITECT URAL MAX. MAXIMUM MECHANICAL ROOM REFERENCE F1021 A MECH. - ROOM NUMBER MTL, METAL B�. BOARDFACES MIN. MINIMUM DOOR REFERENCE 3 DOOR NUMBER MISC. MISCELLANEOUS BLDG. WOTH ILDING MTD. MOUNTED BLKG. BLOCKING MUL. N. MULLION NOT IN CONTRACT WINDOW REFERENCE UUINDOWU NUMBER BM. BOTTOM N.T.S. NOT TO SCALE B/O BOTTOM OF NO. NUMBER NOTE REFERENCE 0 REFERENCE NUMBER CAB. CABINET O.C. ON CENTER CPT. CARPET O.D. OUTSIDE DIAMETE REVISION REFERENCE REVISED 00/00/00 CI CAST IRON 0.F.C.I. OWNER FURNISH CK. CAULK CONTRACTOR INSTALL CEM CEM, CEMENT CENTER TO CENTER OFF. OFFICE CODE INFORMATION CER. CERAMIC OH. OP OVERHEAD OPENING CT CERAMIC TILE OPP. P. OPPOSITE CLG, CEILING PL. PLATE FLCRIDA BUILDING CODE, EDITION 2014 (Sth EDITION) CENTER LINE PLAS. PLASTER NATIONALC ELECTRICAL CODE -APPLICABLE EDITION CLEAR PLYWD. PLYWOOD AND ALL OTHER RULES, REGULATIONS, AND CODES HAVING JURISDICTION CLR. CLOSET PRAM. PLASTIC LAMINATED OJT. CONTROL JOINT PR. PAIR OCCUPANCY GROUP : GROUP R-3, SINGLE FAMILY RESIDENCE CMU CONCRETE MASONRY P SCFT• PKWD�gR SQUARE FOOT CONSTRUCTION TYPE : TYPE v, AND SPRINKLED UNIT P.S.I. POUNDS PER SQUARE INCH CONST, CONSTRUCTION CON. JT. CONSTRUCTION JOINT P•T. PRESSURE TREATED BUILDING DESIGNED AS: ENCLOSED BUILDING HEIGHT: LESS THAN 60'-0" COL. COLUMN PNL. PANEL COMB. CO COMBINATION CONCRETE RAID. RADIUS MEAN ROOF HEIGHT: 30'-4 112" CONN.& CONNECTION RADN RADIATOR, RADIATION BUILDING EXPOSURE: 11DI' CONT. CONTINUOUS R. RISER WIND PRESSURE SPEED: ASCE CHAPTER 1. 110 MPH CONTR. CONTRACTOR REINF. REINFORCE CTSK. CFL. COUNTERSUNK COUNTERFLASHING REVS. RH. REVERSED RIGHT HAND (3- SEC. GUST) FOR ENCLOSED BUILDING TOP CHORD LIVE LOAD: 20 LB. PSF CRS. COURSE READ. REQUIRED DP. DAMPROOFING RM. R.O. ROOM ROUGH OPENING ROOF TOP CHORD DEAD LOAD: 16 LB. PSF BOTTOM CHORD LIVE LdAD: IC LB. PSF DECOR. DECORATIVE S.C. SOLID CORE DTL. DIA. DETAIL IAMETER SCHD. SCHEDULE BOTTOM CHCRD DEAD OAD: 10 L.B. PSF DIAG. DIM. IAGONAL IMENSION SEAL. SEC. SEALANT SECTION FLOOR FLOOR LIVE LOAD TOTAL 40 LB. PSF DIFF. D0. IFFUSER ITTO SERV. SHT. SERVICE SHEET FLOOR DEAD LOAD TOTAL: 10 LB. PSF IMPORTANCE / USE FACTOR: 10 I/r%�/ DR. DOOR SHTH. SHEAT{y?i tT^T T`T�u D. F. DOUBLE DOUGLAS FIR SIM, WST,L`61GL S.O. gF O ' MIN, SOIL BEARING., PRESSURE: PILLING FOUNDATION DN. DOWN SL. . ($� B BUILDING CATEGORY: 2 D.S. DWG. DOWN SPOUT DRAWING SPEC) UT I ` TBEKE i3V SHUTTERS: NOT REQUIRED (IMPACTED GLASS) D. DRAIN SQ. CT10.' 4'ItLB'E.,LADE. S.F. OR E FOOT SHUTTER ONLY REQUIRED AT GLASS BLOCK AREA. EA. E. EACH EAST SST. STAINLESS STEEL IMPACT RESISTANT ASSEMBLY: YES EMER. EMERGENCY STD. STO STANDARD STEEL COMPONENT d CLADDING: YES ENG. EL. ENGINEERING ELEVATION ST STORAGE CONTINUE LOADED PATH PROVIDED: YES ELEC. ELECTRICAL STR. SUS. STRUCTURAL SUSPENDED EQUIP. EQUIPMENT SW SYM. SWITCH SYMMETRICAL AREA TABULATION EST ESTIMATED) EXH. EXHAUST T. TREAD CONCEALED FASTENERS O ATTAifm"T5 EXP. EXPANSION T.C. TOP OF CURB ARETHERESPONS18111Y0 EXT. EXTERIOR TEL. TELEPHONE EXIST. EXISTING TEMP TEMPERED CQHTAAGTQAQF ECO�D E.J. EXPANSION JOINT TONGUE AND GROOVE FIR5T LEVEL = 1012 5F, 1012 5I=. F. FACE OF FINISH T&B TOP & BOTTOM SECOND LEVEL = 1641 5F 1641 51= F:$y FACE OF MASONRY T�0 TOP OF Owgptg F. . . FACE OF STUD Ttttt TOP OF CURB ��sSrpLAgSIiNDAL p� THIRD LEVEL = 1501 SF. 1 01 51=. F..H. FIRE HOSE TW TOP OF WALL ES�IUJgoY CCrANY00RAtt-00104 FIN.FINISH OOF T.O.C. TOP OF CHIMNE` k3UIH C7zW"rl tUS solgoslt k� , FLR. FLOOR T.O.FR. TOP OF FRAMIN �yc;eN00pSSAaY ��r0s�1tF, F.D. FLOOR DRAIN T.O.L. TOP OF LEDGER AOhAPtxVlsYatgll,A 5y4i€ »aH�?sasN®TAL UNDER AIR 41(0(05p. FLG. FLASHING T.O.P. TOP OF PLATE FL. FLUSH T P TOILET PAPER HOLDER COVERED ENTRY = 131 5F, 131 SF. FLUR. FLUORESCENT TYPICAL FT. FOOT/FEET TYP. BEACH TERRACE = 361 5E, 3l 1 5E. FTG. FOOTING UL. UNDERWRITERS LA I U.O.N. UNLESS OTHER GA. GAUGE UTIL. UTILITY .k,,,,,„w.m� ••«"'`'"°'-.kK zr.Vly». B COY = �28 SE. 528 5F. GALV. GALVANIZED GARAGE. _ 510 5F, rJ' 105E. GB GRAB BAR VB. VAPRO BARRIER GC. GENERAL CONTRACTOR VNR. VENEER GL. GLASS VENT VENTILATION TOTAL UNDER ROOF 5102 5F. 5102 SE, GR. GRADE VERT. VERTICAL GYP. GYPSUM BOARD W.F, WALL FABRIC a W C. WATERPCLOETGALL A � L CUBIC VOLUME OF A.C. SPACE:= 39,919 CUBIC FEET HWD. HARDWOOD W.H. WATER HEATER 00dF ,Ato HDW. HARDWARE HGT. HEIGHT HHTGG HWITH "04 Ow tn% EATING W%0 WITHOUTEb DRAWING INDEX H.M. HHOLL�ZOW METAL WD. WOOD HOR. HOSE gNBTBAL WT. WEIGHT H.B. H.C. HOLLOW CORE SYMBOLS H.S. HAND SHOWER A1.1 COVER SHEET A5.5 DOOR & WINDOW HVAC HEATING/VENTILATION DETAILS & SCHEDULES AIR CONuITIONING & AND A2.1 SITE PLAN & DEMOLITION INCL, INCLUDE ANGLE A3.1 PILLING PLAN A6.1 ROOF PLAN INSUL. INSULATION ® AT A6.2 ROOFING PLAN � A3.2 SLAB PLAN INT. INTERIOR CENTER LINE A7.1 DETAILS SHEET DIAMETER OR ROUND A4.1 FLOOR PLAN JB. JUNCTION BOX POUND OR NUMBER AEA ELECTRICAL PLAN K.O. KNOCKOUT # A5.1 FRONT & REAR ELEVATIONS AE.2 PANEL SCHEDULES A5.2 LEFT ELEVATION A5.3 RIGHT ELEVA-flON A5.4 BUILDING SECTIONS & PLUMBING RISER 10 11 12 1 13 14 1 15 1 16 ►A a r c 1 j 16 p a L_ m m m� V m N N�O Ld ®w ® :a V V) OLu W V;0 aj wNZ W F �D a`YZ i O LIJ b Z �3 F c Wa O Ec 16 11 t � O LJ A =�iH�o ® Z V1 � 3 U y m DATE Sheet No: ,l of --sheets F F1 IN C i' U 3 4 5 6 I 7 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 1� I 1 12 A CUSTOM HOME FOR: R301.2(1) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA WINE) DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN CATEGORY DESIGN TEMP UNDERLAYMENT HAZARDS FREEZING ANNUAL THE MEDINAITOPOGRAPHIC SPEED WEATHERING FR057 LINE TERMItE REQUIRED INDEX TEMP MPH. EFFECTS DEPTH 110 MPH. EXF05UFE I'D" NA. NEGILIGBLE NA. VERY HEAVY 40 DEGREE NA. ZONE AE.1.0 NA NA. RESIDENCE SITE 50 WATERSONG, ST. LUCIE COUNTY, FLORIDA CONSTRUCTION NOTES AND SPECIFICATIONS ABREVIATIONS SYMBOLS 2 ETAIL NUMBER ABV. ABOVE LAM. LAMINATE DETAIL REFERENCE MASONRY NOTES: ACOUS. ACOUSTICAL LAV. LB. LAVATORY LABLE A-2 SHEET NUMBER THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR AC. AIR CONDITIONING VERIFICATION OF ALL EXISTING CONDITIONS ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY ARCHITECTURAL OR GOVERNING BUILDING CODE REQUIREMENTS. THE ROOF TRUSS DESIGN IS TO BE COMPLETE WITH ALL TEMPORARY AND PERMANENT BRACING, BRIDGING, ATTACHMENTS, A AFF AHU ADJUSTABLE ABOVE FINISH FLOOR AIR HANDLING UNIT LH LTG LOC. LEFT HAND LIGHTING LOCATION ELEVATION NUMBER ELEVATION REFERENCEeOOX ai SHEET NUMBER THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, AND ANCHORAGE FOR FINAL INSTALLATION. ALUM. ALUMINUM L.W. LIGHT WEIGHT ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY ALT. ALTERNATE SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND NATIONAL BUILDING CODES AND ORDINANCES. WIND LOADS CALCULATED UNITS & A MINIMUM TYPE M THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE ANOD. ANN. ANODIZED ANNUNCIATOR M.O. MFTR. MASONRY OPENING MANUFACTURER �1, SECTION NUMBER PER ASCE 7-10, FOR WIND LOAD OF 170MPH, EXPOSURE "D" REINFORCING BARS TO COMPLY WITH ASTM A 615, GRADE 60. (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 AP ARCESS PANEL MAS. MAT. MASONRY MATERIAL SEGTlON REFERENCE has SHEET NUMBER APPROX. A PROXIMATE MAX. MAXIMUM THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASONRY NOT BE CHANGED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OF RECORD ARCH. ARCHITECT URAL AT ) MECH. MECHANICAL ROOM REFERENCE I(d2 ROOM NUMBER NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, HAS BEEN LAYED UP SUCH THAT THE CONCRETE IS INTERLOCKED WITH THE MASONRY. SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS LAYOUT SHOWN, SIGNED BP. BOARD MTL. MIN. METAL MINIMUM R REFERENCE SEQUENCES OR PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL- AND SEALED BY FLORIDA REGISTERED ENGINEER, TO THE ARCHITECT OF RECORD FOR BR BOTH FACES MISC. MISCELLANEOUS O DOOR NUMBER IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE MASONRY CONSTRUCTION ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER REVIEW AND APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL BLRG. BUILDING MID. MOUNTED RESPONSIBILITY OF THE CONTRACTOR. FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE POINTS OF LOADING ALONG WITH ASSOCIATED REACTIONS. THE DRAWINGS ARE ALSO TO BLKG. BLOCKING MUL. N.I.C. MULLION IN WINDOW REFERENCE O WINDOW NUMBER PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UNLESS CLEARLY INDICATE WORK AND MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE BM. BOT BEAM BOTTOM N.T.S. NOT CONTRACT NOT SCALE THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL NOTED OTHERWISE. CONTROL JOINTS SHALL BE LOCATED AT NOT MORE THAN 30 FEET ON WORK AND MATERIALS REQUIRED FROM THE SUBCONTRACTOR. 8/0 BOTTOM OF NO. NUMBER E NOTE REFERENCE PARTS OF THE WORK WITH OTHER SUBCONTRACTORS, UTILITY COMPANY CENTERS. ALL VERTICAL CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE. O.C. ON CENTER O REFERENCE NUMBER CONNECTIONS. AND SEPARATE OWNER CONTRACTS EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120 FEET BUT FIRESTOPS CAB. CPT. CABINET CARPET O.D. OUTSIDE DIAME REVISION REFERENCE REVISED 00/00/00 NOT GREATER THAN 150 FEET O.C. PROVIDE FIRESTOPS PER SEC. 502.12 F.R.C. 2004 CI CK. CAST IRON CAULK 0.F.C.I. OWNER FU CONTRA IN TALL ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS, THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING, THEREFORE CARE MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY WORK AND PROPER 1. PROVIDE FIRESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTITIONS AT CEILING AND C-C CEM. CENTER TO CENTER CEMENT OFF. CODE INFORMATION FLOOR LEVELS AND SHALL BE SO PLACES THAT THE MAXIMUM DIMENSION OF ANY CONCEALED HE D SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PLACEMENT OF ALL REINFORCEMENT. SPACE IS NOT OVER EIGHT FEET. CER. CT CERAMIC CERAMIC TILE QPNG. OPENING FLORIDA BUILDING CODE, 2014 PROCEEDING WITH THE WORK. VERTICAL WALL REINFORCING SHALL BE LAP SPLICED AT NOT GREATER THAN 8'-0" O.C. AND OF HORIZONTAL REINFORCING SHALL BE LAPPED 2. PROVIDE FIRESTOPS AROUND THE TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. OPPOSITE CLG. CEILING SHALL BE LAPPED A MINIMUM 48 BAR DIAMETERS. CENTER LINE PL. PLATE EDITION (5th EDITION) � DO NOT SCALE DRAWINGS FOR DIMENSIONS A MINIMUM Of 30 BAR DIAMETERS. 3. PROVIDE FIRESTOPS RESTOPS BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH P-AS. PLASTER NATIONAL ELECTRICAL CODE -APPLICABLE EDITION RUN, AT THE TOP AND BOTTOM, AND BETWEEN STUDS, ALONG AND IN LINE WITH ADJACENT CLR. CLEAR PLYWD. PLYWOOD AND ALL OTHER RULES, REGULATIONS, AND CODES HAVING JURISDICTION CLEANOUTS MUST BE PROVIDED AT ALL LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. RUN OF STAIRS. CL. CLOSET PLAM. PLASTIC LAMINATED OCCUPANCY GROUP THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND 4. PROVIDE FIRESTOPS BETWEEN CHIMNEYS, FIREPLACES AND WOOD FRAMING, EXCEPT IN THE CJT. CMU CONTRO INT CON E MASONRY PR. PRCST. PAIR F&WDi VER : GROUP R 3, SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE FOUNDATION NOTES CENTERED IN THE WALL CASE OF APPROVED METAL CHIMNEY INSULATION. P S F SQUARE FOOT :TYPE V, AND SPRINKLED TOP OF TYPICAL FLOOR SLAB (+ SHALLA MIN. GROUT WALLS IN 8' LIFTS MAX. PROVIDE FILLED CELLS AT ALL GIRDER TRUSS BEARING LOCATION. 5, PROVIDE FIRESTOP IN ANY LOCATION WHERE A CONCEALED SPACE WOULD PERMIT A SPREAD CONST. ONSTRUCTION P.S.I. POUNDS PER SQUARE INCH COORDINATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS. OF FIRE. CON CONSTRUCTION JOINT P.T. PRESSURE TREATED BUILDING DESIGNED AS: ENCLOSED OR A FLOOD CRITERIA. OF 18" ABOVE CROWN OF ROAD OR A COLUMN PNL. PANEL BUILDING HEIGHT: LESS THAN MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2103 FOR ENGINEERED 6. CONCEALED ATTIC SPACES SHALL BE AS PER F.B.C. SUB -SECTION 2305.2.3 OMB. COMBINATION MEAN o E ROOF HEIGHT: 30-4 I!2 SOILS SHALL BE TREATED FOR TERMITES PRIOR TO MASONRY DESIGN, CHAPTERS 1 THROUGH 3 OF ACI 530/ASCE - fm PSI 1500 FOR MASONRY - 7. WHEN FIRESTOP ARE OF WOOD THEY SHALL BE OF NOT LESS THAN A NOMINAL 1W0 INCHES NC. CONCRETE RAID RADIUS CA. PLACEMENT OF CONCRETE. MATERIALS AND INSTALLATION 3000 FOR MORTAR. GROUTED MASONRY TO BE FULLY INSPECTED BY REGISTERED PROFESSIONAL IN THICKNESS. CONE. CONNECTION CONTINUOUS RRADN OR, RADIATION BUILDING EXPOSURE: epI, MUST COMPLY W/ ALL GOVERNING CODES AND REGULATIONS. 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 CONTR. CONTRACTOR REINF. RADIA REINFORCE WIND PRESSURE SPEED: ASCE CHAPTER 1. 110 MPH PROVIDE 2 YEARS RE -TREATMENT WARRANTY. IN ACCORDANCE WITH ASTM C 780. TEST CONCRETE MASONRY UNiTS AT THE RATE OF 5 NAILING SCHEDULE CTSK. CFL. COUNTERSUNK COUNTERFLASHING REVS. RH. REVERSED RIGHT HAND (3 - SEC. GUST) FOR ENCLOSED BUILDING TOP CHORD LIVE LOAD: 20 LB. PSF RANDOMLY CHOSEN UNITS FOR EACH 100,00 INSTALLED. TEST THE MORTAR WITH THE SAME CRS. COURSE READ. REQUIRED CONCRETE SLABS AS REQUIRED FOR MECHANICAL EQUIPMENT. FREQUENCY AS REQUIRED TO EVALUATE MASONRY SAMPLES, SEE DETAILS FOR CORNER AND SEE FASTENER SCHEDULE ON SHEET A6.1 FOR NAILING AND FA�Q ING RM. ROOM ROOF TOP CHORD DEAD LOAD: 16 LB. PSF VERIFY EXACT SIZE AND LOCATIONS W/ CONTRACTOR INTERSECTIONS. SEE DETAILS FOR VERTICAL STEEL AT FOUNDATIONS AND BEAMS REQUIREMENTS ON WINDOW AND DOOR FRAMES, ROOF ASSEMBLIES, DP. DAMPROOFING R.O. ROUGH OPENING PROVIDE LADDER TYPE JOINT REINFORCEMENT EVERY 2ND COURSE WALL ASSEMBLIES (SHEATHING, FURRING, LATH, SILLS), ETC. DECOR. DECORATIVE S.C. SOLID CORE BOTTOM CHORD LIVE LOAD: 10 LB. PSF 6" THICK 4000 PSI CONCRETE REINFORCE SLAB WITH GRADE BEAM &PILING VERIFY WINDOW AND DOOR ROUGH OPENINGS W/ WINDOW AND DOOR MANUFACTURER. DEL. DIA. DETAIL DIAMETER SCHD. SCHEDULE BOTTOM CHORD DEAD LOAD: 10 LB. PSF ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED COMPACTED (2500 SF) FILL ROOF SHEATHING NOTES: DIAL. DIM. DIAL NAL DIMERSION SEAL. SEC. SEALANT SECTION FLOOR FLOOR LIVE LOAD TOTAL : 40 LB. PSF FRAMING_ DIFF. DIFFUSER SERV. SERVICE FLOOR DEAD LOAD TOTAL: 1m LB. P 6F SF ALL ROOF SHEATHING TO 3/4" THICK COX PLYWOOD SHEATHING. DO. DITTO SHT. SHEET IMPORTANCE /USE FACTOR DR. DOOR SHTH. SHEATING10 CONCRETE NOTES: TOP ELEV. OF BEAMS & PLATES ARE AS NOTED ON PLANS. INSTALL WITH ONG DIM. OF PANEL ACROSS SUPPORTS WITH THE PANEL CONTINUOUS OVER DBL. DOUBLE SIM. SIMILAR SOIL BEARING PRESSURE, OVER OVER TW MORE SPANS. D.F. SOUGLAS FIR S.O. SHUT-OFF PILLING FOUNDATION CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL FRAMING LUMBER FOR HEADERS, BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETC., DN. OvWN BUILDING CATEGORY: 2 ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 4000 PSI, SHALL HAVE MIN. Fb=1000 P.S.I. , Fv- 75 P.S.I. & E= 1,400 K. UNLESS NOTED OTHERWISE P E EDGE SUPPORT BY MEANS OF TRUSSES, RAFTERS, PANEL CLIPS OR LUMBER BACKING. D.S. DOWN SPOUT DRAWING S. SOUTH SHUTTERS: FOR BEAMS AND COLUMNS UNLESS OTHERWISE NOTED. PINE/FIR (NO. 2 OR BETTER) LOW 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY DWG. D. DRAIN SPEC. SPECIFICATION NOT REQUIRED (IMPACTED GLASS) "i1MBERMAX" PANEL MANUFACTURER SQ. S.F. SQUARE SQUARE FOOT SHUTTER ONLY REQUIRED AT GLA55 BLOCK AREA. CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. LAMINATED WOOD BEAMS SHALL BE LAMINATED VENEER LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL. PLANTER WATERPROOFING EA EAST SST. STD. STAINLESS STEEL STANDARD IMPACT RESISTANT ASSEMBLY: YES COMPONENT d CLADDING: YES Fb = 2925 P.S.I., Fv = 285 P.S.I. & E = 2,000 K EMER. EMERGENCY STL. STEEL DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM APPLYTHOROSEAL FOUNDATION COATING" WATERPROOFING TO INTERIOR FACE OF ENG. EL. ENGINEERING ELEVATION STOR. STORAGE CONTINUE LOADED PATH PROVIDED: YES STRICTLY TO THE REQUIREMENTS OF THE PLANS. ANY CONSTRUCTION OR PROVIDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS PLANTERS WHERE PLANTER GRADE IS HIGHER THAN FINISH FLOOR OR EXTERIOR GRADE. ELEC. ELECTRICAL STIR. SUS. STRUCTURAL SUSPENDED CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, GIRDER EQUIP. EQUIPMENT SW SWITCH //�� APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS SYM. SYMMETRICAL AREA TABULATION SHALL BE SECURELY SPIKED TOGETHER. INSULATION EST. ESTIMATE(D) EXH. EXHAUST T. TREAD CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS ALL WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE l T ATTIC INSULATION SHALL BE SRAY ICYNENE MINIMUM R-30 EXP. EXPANSION T.C. TOP OF CURB EXT. EXTERIOR TEL. FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS FLOOR SAFES, PIPE APPLICABLE F.B.C. 2004 AND OR F.R.C. 2004 EXIST. EXISTING TEMP TELEPHONE TEMPERED SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC. INSULATIONS MATERIALS SHALL BE FLAME SPREAD AND MEET MINIMUM REQUIREMENTS OF E J E. J. EXPANSION JOINT TONGUE AND GROOVE FIRST LEVEL = 1012 SF. CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: COMPLY WITH RECOMMENDA110NS OF NFPA MANUAL FO USE FRAMING, NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA ONAL DESIGN SECTION R316 FLORIDA BUILDING CODE - RESIDENTIAL F.�.F. F. FACE 8F FINIS FACE F MASO RY T&G TByB T 0 TOP & BOTTOM TOP OF SECOND LEVEL = 1641 F SPECIFICATIONS FOR WOOD CONSTRUCTION. F. .S. FACE OF STUD T TOP OF CURB THIRD LEVEL = 1501 F. FOOTINGS 3" CLR. BOTTOM AND SIDES, 2" CLR. TOP DOOR AND WINDOW NOTES: F.H. FIRE HOSE TW TOP OF WALL WALLS FACE. EACH PIECE OF LUMBER SHALL BE GRAD ARKED BY AN AGENCY FP FIN. F R OOF FINI MI T.O.C. TOP OF CHIMNEY TOTAL UNDER AIR 41665F. 2" CLR. OUTSIDE FACE, 1 1/2" CLR INSIDE CERTIFIED BY THE BOARD OF REVIEW ERICAN LUMBER STANDARDS R T.O.FR. TOP OF FRAMING COMMITTEE. ALL GLASS IN FRENCH DOORS, SLIDING GLASS DOORS, SIDE LITES AND SHOWER/TUB F FLOOR DRAIN T.O.L. TOP OF LEDGER SLABS 3/4" CLR. ENCLOSURES SHALL BE TEMPERED. GLASS IN WINDOWS WITHIN 5 FT. OF SHOWERS OR TUBS FLG. FLASHING T.O.P. TOP OF PLATE PRESSURE TREAT ITEM TACT WITH ROOFING, FLASHING, SHALL BE TEMPERED. ALL TEMP. GLASS SHALL MEET THE REQ'MTS. OF F.B.C. 2007 , FL. FLUSH T.P. TOILET PAPER HOLDER COVERED ENTRY = 131 SF. BEAMS 1-1/2` CLR TO STIRRUPS WATERPROOFING, ON CONCRETE, AND GROUND. USE WATERBORNE FLORIDA RESIDENTIAL CODE 2007 & FBC 2009 AMENDMENT FLUR. FLUORESCENT TYP. TYPICAL BEACH TERRACE = 36� F. PRESERVAII TO COMPLY WITH AMERICAN WOOD PRESERVERS' CATEGORY i - 150 LB. IMPACT TEST FT. F00j/FEET COLUMNS i -1/2" CLR. TO TIES ASSOCI FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. CATEGORY If - 400 LB. IMPACT TEST FTC. F00 ING UL. UNDERWRITERS LABORATORY BALCONY = 528 F. CO WiTH AWPA STANDARD M4 FOR TREATED LUMBER CUT AND OR GA. GAUGE U.O.N. UTIL. UNLESS OTHERWISE NOTED UTILITY ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO LED AFTER PRESSURE TREATMENT. VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WOWS. GALV. GALVANIZED GARAGE. = 521 SF ASTM A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL "MANUAL SPECIFIED BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. GB GRAB BAR VB. VAPRO BARRIER CONFORM TO TYPICAL DETAILS SHOWN IN THE OF STANDARD PROVIDE 3 - 2 x 4 (MIN.) POST NAILED TOGETHER W/ 16d NAILS 0 4" O.C. GC. GENERAL CONTRACTOR VNR. VENEER - PRACTiCE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318, AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS 20" IN WIDTH, 24" IN GL. GR. GLASS GRADE VENT VERT. VENTILATION VERTICAL TOTAL UNDER ROCF 5119 F. LATEST EDITION". BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI HEIGHT, 5,7 SQ. FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE GYP. GYPSUM BOARD W.F. WALL FABRIC ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, THE FINISH FLOOR AS REQUIRE BY THE F.B.C. SECTION 1005. SUB.SECT. (1005.4.3, 1G05.4.4) WP. W.C. WATERPROOFING WATER CLOSET FOUNDAliONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LA LICED NON -BEARING PARTITIONS: yy�� HDW. RE) p HARDWARE W.H. WATER HEATER 36 BAR DIA. OR V-6" MINIMUM WHICHEVER IS GREATER (EX AS FINISH NOTES: HGT. HEIGHT W/ WITH DRAWING" INDEX NOTED ON DRAWINGS). ALL BARS AT END OF CONT. F BEAMS OR ALL INTERIOR NON -BEARING PARTITIONS SHALL BE 3 5/8" MTL OR 2x4 WD. STUDS T H.f EAT�N� HOLLOW METAL W/O WITHOUT CONT. HORIZ. ELEMENTS SHALL BE CONTINUED TO F SIDE Of INTERSECTING ELEMENTS. AT 16` O.C. MAX. SPACING WITH 1/2" MINIMUM GYPSUM DRYWALL EACH SIDE. WALLS AND CEILINGS FINISH SHALL BE FLAME SPREAD & MEETS MINIMUM REQUIREMENTS OF HOR. HgRV%� L WD. WT. WOOD WEIGHT WOOD TRUSS NOTES: SECTION R315 AND SMOKE DEVELOPED INDEX OF SECTION R315 F.B.C. -REDIDENTIAL H•B H. C. HOLLOW CORE A1.1 COVER SHEET A5.5 DOOR & WINDOW WELDED WIRE MESH TO BE 6 x 6 10 STEEL. LAP JOINTS MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 SQ. FT. H.S. HAND SHOWER SYMBOLS DETAILS & SCHEDULES A2.1 SITE PLAN & DEMOLITION 6", PROVIDE DOUBLE LAYER BEN ALL BEARING WALLS, EXTEND HVAC HEATING/VENTILATION A6.1 ROOF PLAN FOR A DISTANCE OF 30". ROOF TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED AIR CON ITIONING & AND A3.1 PILLING PLAN " FIBER MIX STEALTH MU FILAMENT FIBERS„ IS APPROVED FOR SLAB THE SPECIFIED DESIGN LOADS INPARTiAL FOLLOWING: BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS PER STANDARD INCL. INCLUDE ANGLE A6.2 ROOFING PLAN REINFORCING AT EX R PATIO/PORCH SLABS. ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 170 MPH WINDLOAD EXPOSED "D" STANDARD BUILDING CODES. USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OTHER WET AREAS. IN. TN IN LATION INSULATION SU ® AT A3.2 SLAB PLAN AE.1 ELECTRICAL PLAN VAPOR BARRIER HEATH SLABS TO BE 6 MIL POLYETHYLENE. ATTACHMENTS,TO STRUCTURE TO BE DESIGNED FOR 170 MPH EXPOSED "D". TNT. T. CL CENTER LINE A4.1 FLOOR PLAN AE.2 PANEL SCHEDULES TiLE, CARPET FINISH SELECTED BY OWNER. JB, JUNCTION BOX 0 DIAMETER OR ROUND A5.1 FRONT & REAR ELEVATIONS K. 0. KNOCK OUT # POUND OR NUMBER AS.1 DETAILS SHEET A5.2 LEFT ELEVATION A5.3 RIGHT ELEVATION A5.4 BUILDING SECTIONS & PLUMBING RISER 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 1 12 13 1 14 1 15 1 16 Z e _ 0 Z ~" 0 �M W �< Lu $ N a (n W. H Z no a -- V U or M a o I- m N w � to 0o U ry �mIL K _! s P O e YI � �® e 0, V) 0 ®w Lu H0 O m� w" J Q LL VIZ � 47) V D Z m a O Z z; o '0 h0 r1 b® W C/-) 11§§•. ry W C) Ss� U f g 51 F CD 0 0 A K U "., Wes~ O z W 1 N � L Of 3 o E'� F H_ D Drawn by MOH HA Project No. Cadd File NO.: Sheet No: n ❑� A of --sheets 1 2 3 4 5 FLORIDA STATE PLANE COOK. NAD 83/90 US SURVEY FT. (TYP) 1 � FND NAIL a DISK UB N 4286 1 ( \COS \\ I a \ \ o \cam\\ U1\ \ \ \ \ I '0ptS l °'�Gcp \\ JK I �G) A --FLOOD ZONE AE-6--- �\ X I O � I \ I \ \ \ II G m C B SCALE 3/32"-1 '-0" FLORIDA STATE PLANE COORDINATE \ NAD 83/90 US SURVEY FT. (TYP) \ \ \ NO MONUMENT FOUND\ a N 1111886.568 \ ` E 896031.463 \\\ e I 43� \5i O s V 6 I I 8 I 9 I 10 1 11 1 12 MEAN NIGH WATER LINE \ LOCATED 04/19/2017 NAVD 19W DATUM \ 0.52 ELEVATION LSE \ SEASONAL HIGH WATER LINE LOCATED 04/19/2017 NANO 1988 DATUM 2 5.4 ELEVATON LINE \ OO< FLOOD ZONE VE-11 13 14 \ G STATE PLANE COORDINATE \ \ \LORIDA NAD 83/90 US SURVEY FT. (TYP) 3 \ \FLOOD ZONE E—� om E 896226. 24 ' FND 5/8'66 IRC 1 L8 / a2 FLORIDA STATE PLANE COORDINATE \ r � MO UM T OUND NAD 83/90 US SURVEY FT. (TYP) \� ,n 1 N 1108600.125 E 897481.991 LLB #5 286 RG \ ,5 \ 1 O LOT 49 \ VACANT / V1w of yo W lVw 1�31'.'P OT 51 'I\ _4 ACANT \ N 11 75 515.071 ;. \�D 54 RC \ \ \ 1M86 \� \$ w \ \ \ \ \ \ 42 • IRC \ \ \ oN \ \ \ 111 86 9 E 96 59. 50 \ \ \ \\ o FN 5 ' I C \ \ cT 52 \ \ ANT LB \ \ Fro O,'" ® ... \ \ \ EN SPACE TRACT- -A \ c® g,31 ` CLUB HOUSE / \ 3 ' \ � °• &POOL � Aga �36 \ WATER MANAGEMENT TRACT #2UP / \ \ ^ \\ ; 1 \ \\I it \ / j FLOOD ZONE AE-6/ �o o�,A \` \ LIN /FLORIDA STATE PLANE COORDINIAk1E \'� / �O-A / NAD 83/90 US SURVEY FT. (TYP) •/ N 1111303.426 \ E 896152.980 / FLORIDA STATE PLANE COORDIN \ / FLORIDA DEPARTMENT OF \ / NAD 83/90 US SURVEY FT. (TYP) / NATURAL RESOURCES \ / NO MONUMENT FOUND \ CONC MON y 9477A-16 E 8964722..093 O: \,661 � NA L8 j DISK \ \ 4 \ 2 I 3 / ro i Ngy°313 / OO, / / -'li 1111770.727 _E 895957.829 SET NAIL & DI 9 a\ \ \ \5 MEW HNAi WATER LSE 6 \\ LOCATED 04/19/a117 \ NAVO 1988 DATUM Q52 ELEVATION LINE SEASONAL HIGH WATER LINE \ LOCATED 04/19/2017 MAW 105 DATUM 5.4 ELEVATION LINE FLORIDA STATE PLANE COORDIANTE \ NAD 83/90 US SURVEY FT. (TYP) N 1111820.346 E 896323.124 \ FLORIDA DEPARTMENT OF ENVIORMI:NTAL PROTECHTION MON / `: -765 `(\LOOD ZONE: WE-� \ \ o �3 "o n \f�iP�n n �d3 G q nJ \ � C \d3. / 15 RXI rA m ILA 16 / NOTE: FLOOD ZONE VE-11 / 51TE: PLAN 15 FOR LAYOUT PURPOSES ONLY. i COORDINATE WITH 5URVEY PLAN FOR ACTUAL DIMEN51ON5 / IF ANY DISCREPANCIES NOTIFY ANNAM CORPORATION. R-66 NO MONUMENT FOUND LOCATION MAP NOT TO SCALE LEGAL DESCRIPTION BEING ALL OF LOT 50, 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. STREET ADDRESS 4876 WATERSONG WAY, FORT PIERCE, FL 34949 4 5 6 I 7 8 9 10 11 12 1 13 14 15 16 �N m to 1 m (� 0 a< m a 0 ml W I- Ny 6x 0 J NOm a ....._ U U z a c �• a y` In 0 g J � '0 O dN ja ° P K w 10, r/ 0 LULU H3 m � 0P J yz w Q J �F- 3Q D Z 0 Q Z Z a O F '0 h0 H L? � _J it . v� S E®S xv Fc o 4 O � o c� w J E L u C) S. Ono N Cn — Lo c.i Drawn by. maw HVN Project No. Cadd File NO.: C 1 2 3 4 5 6 ? R C AU6ERCAST PILE5: N BEARING WALL_,"6ENffRAL: AU6ERLAST PILES ARE PLACED BY ROTATIN6 A CONTINJOU5 FLIGHT HOLLOW SHAFT (3) *5 TOP "Z" BAR TYPICAL AUGER INTO A PREDETERMINED PILE DEPTH. HI6H-5TREN6TH MORTAR SHALL 13E PUMPED WITH 6 CONCRETE SLA SUFFICIENT PRE55LRE A5 THE AUGER 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS ZONES OF THE 5URROUNDIN6 SOIL. AHEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE " IN -FLOOR SLAB THE INJECTION POINT SHALL BE CARRIED AROUND THE (PERIMETER OF THE AUGER FL16WIN6 AT ALL TIMES DURIN6 THE RAI51N6 OF THE AUGER 50 THAT THE H16H-5TRE•N6TH MORTAR HAS A D15PLAGIE& ACTION REMOVINS ANY L0055E MATERIAL FROM HOLE. TH15 METHOD OF PLACEMENT 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. 2 H16H-5TRE N6TH MORTAR: THE MORTAR USED TO FILL Tl� HOLES SHALL CONSIST OF A MIXTURE M w OF PORTLAND CEMENT, FLUIDIFIER, SAND AND WATER 50 PROPORTIONED AND MIXED AS TO J_=tO4 4� 12" EW PRO`JIDE A MORTAR CAPABLE OF MAINTAINING THE 50LID5 IN 5U5PEN510N WITHOUT APPRECIABLE WATER 6AIK YET WHICH MAY BE PLACED WITHOUT DIFFICULTY, AND WHICH WILL a� 12" UNO LATERALLY PENETRATE AND FILL ANY V0105 IN THE FOUNDATION MATERIAL. MINERAL FILLER MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL PERCENTA6E OF THE PORTLAND NT PILE DOWEL ) "5 BOTTOM CEMENT AT THE PILING GONTRACTORS'OPTION. THE MATERIALS SHALL BE 50 PROPORTIONED AS TO PROVIDE A HARDENED MORTAR HAVING AN ULTIMATE COMPRESSIVE 5TRENOTH OF 5,000 P51 AT 28 DAYS. THE MORTAR MIX SHALL BE TESTED BY MAKING ONE SET OF 2" CUBE5 PEE AUGERCAST PILING FOR EACH DAY DURING AU6ERGA5T PILES ARE PLACED. A SET OF CUBES SHALL CONSIST OF 2 GUBE5 TO BE TESTED AT i DAYS, AND 2 CUBES TO BE TESTED AT 28 DAYS. TEST C IBE5 SHALL BE MADE AND TE5TE:D IN ACCORDANCE WITH A5TM GI09, WITH THE EXCEPTION THAT THE L MORTAR 5HOULD BE RESTRAINED FROM EXPANSION 13Y A TOP PLATE. K 111 W D C 13 IS `, GRADE BEAM 4 ELEVATORAT . -,, 414 612" x6'-O" a 18" O.G. TRANSPER OVER INTEI GRADE BE N4e 12" EA .WAY 6' CONCRETE S ) 05 TOP '3) N5 BOTTOM PILE DOWEL AUGERCAST PILING 10 GRRADE 5E AM 5CN DUL REINFORING DETAIL CONCOR MASONRY MARL SIZE(WxD) BOT TOP MIDLE 03 TIES DESCRIPTION NO. 1.4 COLUMN II ' � MATCHING DOWELS G5-1 24" x 30" (4)'NT (4) NT (2) 05 6" O/C TYP. EXT. WALL GI3 Lu A Ir 8 BAR DIA. MIN °' "I it W/STD. HOOKS GRADE (I) e6 TOP EACH WAY GB-2 24" x 24" (4) "6 (4) "6 (2) 05 all O/C - LI3 t 11 W/ IS" HOOKS ISO f G5-3 IS" x IS" (3) N5 (3) «5 — 18" O/C GARAGE 6" STEP GI I, ja e CD % 50T EACH WAY a I i : 1• W/ 18" HOOKS �� CsE3-4 IS"x24" (3) N5 (3) "5 (2) 05 8„ O/G BEAM AT STOP SLAB LI .4 . �• 1O e .4 PC -I 36"x80"x20" (4)N6 AT LONG WAY — — PILE GAP HOOK G4 f - '1 O � (8�6 AT. SHORT WAY BAR AT EACH END � PC-2 48"x48"x20" (6�5 EACH WAY TOP AND BOTTOM. — — PILE GAP NOOK BAR AT EACH END G4 SIMILAR Em s PAD REBAR v SEE FOOTING SCHEDULE L(4)"6 EDGE BARS ALWAYS REMAIN.SPACE OTHERS EQUALLY PC-3 36"x'12"x20" AT LONG WAY — — PILE GAP HOOK G4 (1)% AT. SHORT WAY BAR AT EACH END SIMILAR EQ.Ea PG-4 36"x150"x20' — — P SEE D (14)N6 SHORT WAY AND 50TTOM SIMILAR 12 13 AUGERCAST PILE - 14" DIA x 25 FEET LONG TYPICAL W/ N T x 20' (EXTEND 15" INTO GRADE BEAM.) AND 4-05 BARS W/ 03 HOOPS 9 10" O.C. FROM PILE CUT OFF TO I5' FEET BELOW SURFACE. DESIGN CAPACITY - 30 TONS. ALL SHALL BE IN ACCORDANCE WITH A.G.I. 545-84 L1 N.T.S. EACH WAY 2 PC-5 60"x60"x20' tOP AND BOTTOM. AND BOTS MP SIMILAR G4 ISOLATED PAD/PILE CAP G7 GRADE BEAM SCHEDULES G13 N.T.S. N.T.S. F N.T.S. V A-4 1/4 po= 1._0„ 3 4 5 ll'-8" TOTAL LENGTH BLDCs 14 1 15 6" CONCRETE SLAB IN .(3) % TOP 04 a12" x4'-0" a 12" O.C. '30 DEGREE HOOK 03 a 12" STIRRUP U.N.O. 1 1/2" MIN. COVER (3) % BOTTOM NT PILE DOWEL 48" E BGHED 14" AUGERCAST PILING 1 12" GRADE BEAM 2 (2) N4 (FL.PERIMEETER) 04 6113" x4'-O" 6 12" O.0 '30 DEGREE HOOK TYP.ENTIRE PERIMETER 7 +'4Q12' 77 EA WAY 6' CONCRETE SLAB (EXCEPT GARAGE) Cm 10 8" CONCRETE BLOCK WALL (3) 0 -7 TOP (2) N5 MIDDLE 03 6 10" UN.O. o 1 112" MIN. COVER wl PILE DOWEL (3) N 1 BOTTOM g11 19'I 14" AUGERCAST PILING 0 e z � �M qN M a. 1�. W m m 1 �; g aI N V I L. ■� O ON 0 O 4 M O N �1®a ®U "6 P K � 0 o W o P o ®` 1■i U) ® Lu W E _ __��■■ !ly z N �W OU J Ld ro (4 z Q LL N 3< w m j �■ Z 0 4 ® /pp ,Y Z Z a o f ro' 0 h 0 ® H J Drawn by. MOH HVN Project No. Cadd File NO.: 11 DATE Sheet No: of --sheets C B 1 1 2 6 7 I 8 I g 10 1 11 1 12 1 13 1 14 1 15 1 16 1 2 3 4 5 6 7 =< I 9 AU6ERGA5T PILES: 6ENERAL: AU6ERGA5T PILES ARE PLACED BY ROTATING A CONTINUOUS FLIGHT HOLLOW SHAFT BEARING WA AVER INTO A PREDETERMINED PILE DEPTH. HIGH -STRENGTH MORTAR SHALL BE PUMPED WITH (3) S TOP "Z" BAR TYPICAL 5UFFIGIENT PRE55LRE A5 THE AUGER 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE 6" CONCRETE SLA GOLLAP5E AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS ZONES OF THE 5URROUNPINS SOIL. AHEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE 0'-0" FINFLOOR SLAB THE IN.IEGTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLIG4TIN6 AT _ ALL nM DURING THE RA15IN7 OF THE AUGER 50 THAT THE HIGH 5TREN6TH MORTAR HA5 A 0I5PLACIN6 ACTION REMOVING ANY L005E MATERIAL FROM HOLE. TH15 METHOD OF PLACEMENT SHALL BE U5ED AT ALL TIMES AND HOT BE DEPENDENT ON WHETHER THE HOLE 15 SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT 5UPPORT FROM THE EARTH FILLED AU6ER. H16H-5TREN6TH MORTAR: THE MORTAR U5ED TO FILL THE HOLES SHALL CON515T OF A MIXTURE OF PORTLAND CEMENT, FLUIDIFIER, SAND AND WATER 50 PROPORTIONED AND MIXED A5 TO $�i' WIDE A MORTAR CAPABLE OF MAINTAININ6 THE 50LID8 IN SUSPENSION P41THOUT _ 04 e 1211 EW. APPRECIABLE WATER GAIN, YET WHICH MAY BE PLACED WITHOUT DIFFICULTY, AND WHICH WILL *3 w 12" U.N.O. LATERALLY PENETRATE AND FILL ANY VOIDS IN THE FOUNDATION MATERIAL. MINERAL FILLER MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A 5MAL I PERGENTA6E OF THE PORTLAND "l PILE DOWEL (3) 05 BOTTOM CEMENT AT THE PILING CONTRAGTOR6 OPTION. THE MATERIAL5 5HALL BE 50 PROPORTIONED A5 TO PROVIDE A HARDENED MORTAR HAVIN6 AN ULTIMATE GOMPRE551VE 5TREN6TH OF 4,000 P51 AT 2& DAYS. THE MORTAR MIX SHALL BE TESTED BY MAKING ONE 5ET OF 2" CUBE5 E SGD 14" AUGERCAST PILING FOR EACH DAY DURING AU&ERCA5T PILE5 ARE PLACED. A 5ET OF CL5E5 5HALL CONSIST OF 2 CLBE5 TO BE TESTED AT l DAYS, AND 2 CUBES TO BE TESTED AT 2& DAYS. TE5T CUBE5 SHALL BE MADE AND TESTED IN ACCORDANCE WITH A51'M GIOq, WITH THE EXCEPTION THAT THE MORTAR 5I D BE RE5TRAINED FROM EXPANSION BY A TOP PLATE. GRADE AT ELEVATOR ., K 04 612" x6'-O" 0 10" O.C. TRANSPER STEEL OVER INTERIOR GRADE BEAM roe 12" EA .WAY 6' CONCRETE SLAB 9" 1,131, Ei G1 N.T.S. G 0 E I C (3) "5 TOP - "3 STIRRUP m 12" UN-.G _ (3) "5 BOTTOM "l PILE DOWEL 14" AUGERCAST PILING 10 GfR,4F,)E 5E;4�1 SCHEE)ULE RE INFORING DETAIL CONCOR MASONRY MARK SIZE(WxD) BOT TOP MIDLE "3 TIES DESCRIPTION NO. I I� COLUMN q' M MATCHING DOWELS G5-1 24" x 30" (4) 1'1 1 (4) r 121 "5 6" O/C TYP" EXT. WALL G13 w IU• 8 BAR DIA. MIN W/STD. HOOKS (l) "6 TOP EACH WAY o G5-2 24" x 24" (4) "6 (4) "6 (2) "5 allO/G L13 is i GRADE"` W/ 15" HOOKS k - I E G5-3 18" x IS" (3) "5 (3) "5 — 18" O/C GARAGE 6" STEP GI CI) % BOT EACH WAY BEAM AT p I I W/ IS" HOOKS ' GB_4 18„ x24 (3) "5 (3) "�✓- (2) *S 8 O/C STOP SLAB LI ` 4 .14 I.. 7 A I 3 PC-1 36"x80"x20" C4r6 AT LONG WAY (8)% AT. SHORT WAY — — PILE GAP NOOK BAR AT EACH END G4 y2L' d PC-2 „ 48 x48 x20 (6)05 EACH WAY TOP AND BOTTOM. — — PILE CAP HOOK BAR AT EACH END G4 SIMILAR PAD REBAR SEE FOOTING SCHEDULE EDGE BARS ALWAYS (4,)*6 AT LONG WAY PILE CAP HOOK G4 REMAIN.SPACE OTHERS EQUALLY PC-3 3ro"xl2"40" (1)06 AT. SHORT WAY — — BAR AT EACH END SIMILAR EA. EQ (6)6 LONG WAY 2 LAYERS TOP G41 SEE I.ED PC-4 36"x150"40 (14)% SHORT WAY _ _ AND BOTTOM SIMILAR 12 13 AUGERCAST PILE - 14" DIA x 25 FEET LONG TYPICAL W/ • 1 x 20' (EXTEND 15" INTO GRADE BEAM.) AND 4-45 BARS W/ "3 HOOPS m 10" O.C. FROM PILE CUT OFF TO V FEET BELOW SUIRFACE. DESIGN CAPACITY - 30 TONS. ALL SHALL BE IN ACCORDANCE WITH A.C.I. 545-54 PC-5 60"x60"x20 (T)% EACH WAY — — 2 LAYERS TOP G4 TOP AND BOTTOM, AND BOTTOM SIMILAR G4 ISUOLATED PAD/PILE CAP G7 GRADE BEAM SCHEDULES G13 N.T.S. I N.T.S. /-, _ � N.T.S. I L A-4 /4"=1 '-0" PILING PLAN TOTAL LENGTH 14 15 16 C3) Vo TOP 04 a12" x4'-0" a 12" O.G. ro" CONCRETE SLAB '30 DEGREE HOOK 03 m 12" STIRRUP U.N.O. 1 1lz2" MIN. COVER (3) % BOTTOM Kl PILE DOWEL 4811 E SCHED 14" AUG CAST PILING 1211 GRADE BE MI 2 (2) "4 (FL.PERIMETER) 04 610" x*-O" m 12" O.G 90 DEGREE HOOK TYP.ENTIRE PERIMETER •4 12' EA WAY ro' CONCRETE SLAB (EXCEPT GARAGE) 8" CONCRETE BLOCK WALL (3) " l TOP (2) M5 MIDDLE *3 10" U.N.O. C, 1 1h" MIN. COVER ��yyyy _ — N uJ � -*'I PILE DOWEL (3) " l BOTTOM 14" AUGERCAST PILING �IS GRADE BEAM 1 0 z ID 0 kin �F Q W e J I QiU .Q S o3,Z CJ' xx<0 No 0. V U. M ! r tjW p N ^' $ m m W 7e a. $ N ik upon 90 dc N W ® A 0 "to K s $ OP e P �� 8v � W E �qw i Z z LJ.0WDZQ P CD =E i -- 6 c jig .o ££ �08 F w � H w LL J E UJ z V) V) N 3 MOH HVN EFIlIeNO.: Sheet No: I a of --sheets C /0010 1 2 3 6 7 I 10 12 13 14 15 16 1 1 2 1 3 1 4 1 5 6 7 1 1 1 1 12 13 1 14 1 15 1 16 N ►A L K J W G F -E ICJ C I FOUNDATION NOTES: I. FLOOR SLAB To BE ba THICK PouRm GmRErr= SLAB WTH REINFORCEI-ENT AS SHOW ON PLAN ON e•,E'♦R BARRJER ON r SAND FILL. 564L TO 13E TERMITE TREATED PER •CADDIE. CONCRETE2. ♦ ♦RTO ACI 3181b3rr SHALL RAVE ••• 'COMPRESSIVE DAYS. lll 5. RIEINFORCIN& STEEL SHALL BE A5TM 615 6RADE bO AND HAVE THE FOLLONIN5 MINIMUM CONCRETE COVER FOR 6RADE BEAV6: B07TOM 3, TOP 2' SIDES TO BE 1 1/2" CLEAR. COVER •- SLAB TO BE 3/4m MIN. 4, ALL FOOTIN66 SHALL BEAR ON NATURAL SOIL PREPARED, AS IN NOTE 5 BELOW. A. STRIP A FOOT OF • ♦' BUILDIN6 DELETERIOUS MATERIALS MUST BE COMPLETELY REMOVED. B. FIH SHALL 13E GLEAN AND 64PLAMLAR, FREEFROM DELETERIOUS MATERIALit HELL 6RADED. G. PAD, FOUNDATION To BE SUPPORTED ON PILINC7. 6. 6EN19RAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYIN& LOCATION5 OF ALL CONCRETE FOOTIN651PAD5,•.r BEARIN6 NALL5,5TEEUGONGRETEA'00000LUMNS,WOODER CONCRETE - - v ELEVATIONS OF TRUSS R BEFORE POURINC7. OF • ♦• r it PENETRATIONS.-7. COORDINATE A/G, WjHANIGAL, ELECTRICAL 4 PLUMBIN& PLANS FOR REQUIRED OPENIN65 IN 5. SLEEVE ALL PLUMBINC? ATTACHEDq. SEE AOSER CAST PH F SPECIFICATION A-1 1 /4"=1 '-0" MATERIALS AJ PORTLAND GEMENT: PORTLAND DEMENT SHALL CONFORM TO FEDERAL 5PECIFIGATION5 55-G-192 OR CURRENT ASTM STANDARDS, DE516NATION GI50. B) MINERAL FILLER: MINERAL FILLER SHALL BE FINELY POWDERED 51LICEOL15 MATERIAL WHICH POSSESSES THE PROPERTY OF COMBINING THE LIME LIBERATED DURING THE PROGE55 OF HYDRATION OF PORTLAND CEMENT. G) FLUIDIFIER: FLJUIDIFIER SHALL BE A COMPOUND PO55E551N6 CHARACTERISTICS WHICH MILL INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BI EEDIN6, ASSIST IN THE DISPERSAL OF DEMENT 6RAIN5, AND NEUTRALIZE THE 5HRINKA6E OF THE HIGH-5TREN5TH GEMENT MORTAR (INTERAID AS MANUFACTURED BY THE 6ROUT SUPPLY COMPANY, BRECKSVILLE, OHIO MEE75 THESE 5PEGIFIGATION5). OTHER COMMERCIALLY AVAILABLE ADMI)'E5 SHALL SHOW PRIOR TEST RESULTS BEFORE APPROVAL. DJ WATER: WATER SHALL BE FRESH, GLEAN, AND FREE FROM INJURIOU5 AMOUNTS OF 5EWA6E, OIL, ACID ALKALI, SALTS OR OR6ANIG MATTER. E) FINE A66RE6ATE: SAND SHALL MEET THE REQUIREMENTS OF CURRENT A5TM STANDARDS, DE516MTION C33. THE SAND SHALL CONSIST OF HARD DENSE, DURABLE, UNCOATED ROGK PARTIGLE5 AND FREE FROM IN.IURIOU5 AMOUNTS OF SILT, LOAM, LUMPS, SOFT OR FLAKY PARTIGLE5 SHALE, ALKALI, OR6ANIG MATTER, MICA, AND OTHER DELETERIOUS 5U55TANGE5. IF WASHED, THE WASHING METHOD SHALL BE 5" AS WILL NOT REMOVE DE-51RABLE FINES, AND THE SAND SHALL 5UB5E0UENTLY BE PERMITTED TO DRAIN UNTIL THE RESIDUAL -FREE M015TI RE 15 REASONABLE UNIFORM AND STABLE. THE SAND SHALL BE W_LL-GRADED FROM FINE TO COARSE, WITH FINENESS MODULUS BETWEEN 1.40 AND 5.40. THE FINENESS MODULUS 15 DEFINED AS THE TOTAL DIVIDED BY 100 OF THE CUMULATIVE PERGENTA6E5 RETAINED ON U.5. STANDARD 51EVE INO5. lb, 30,50 AND 100. MIXING AND FUMPIN6 OF 1416H 6TREN6TH CEMENT MORTAR: ONLY APPROVED PUMPING, GONTINUOU5 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 DRUM5 AND MORTAR: PUMP5. IF READY MIX MORTAR I5 U5E0, AN A6ITATIN6 5TORAGE TANK OF SUFFICIENT 51ZE SHALL 13E USED BETWEEN THE READY -MIX TRUCK. AND THE MORTAR PUMP TO INSURE A HOMO6ENEOU5 MIX AND CONTINUITY IN THE PUMPING OPERATIONS. ALL MATERIALS SHALL BE SUCH AS TO PRODUCE A HOM06ENEOU5 MORTAR Of: THE DESIRED GON515TENCY. IF THERE I5 A LAPSE IN THE OPERATION, THE MORTAR SHALL BE RECIRCULATED THROUGH THE PUMP, THE MORTAR FUMP SHALL BE A P051TIVE 9I5PLAGEP'IENT PISTON TYPE PUMP CAPABLE OF DEVE;LOPIN6 DI5PLAGIN6 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 AU6URED HOLE. LOCATION OF PILE5: WHEN IN CLUSTERS OF TWO OR MORE, PILES SHALL BE INSTALLED WITHIN 3 INCHES OF DE516N LOCATION. SINGLE PILE5 MALL BE INSTALLED WITHIN 1 -1/2 INCHES OF DE515N LOG,ATION. VARIATION FROM PLUMB SHALL LOT EXCEED 1/2 INCH IN TWO FEET. ADJACENT PILES SHALL NOT BE PLACED UNTIL THE MORTAR IN THE PILES HAS REACHED ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER CONNECTION BETWEEN ADJACENT PILES WHILE THE MORTAR 15 IN A FLUID STATE. AN A5-BUILT SURVEY OF PILE LOCATIONS SHALL BE PERFORMED BY A FLORIDA RE615TERED LAND 5URVEYOR PILES SHALL 13E LOCATED ON THE RECORD DRAWINGS HORIZONTALLY AND VERTICALLY FROM THE COLUMN GENTERLINE5. SUBMIT THE RECORD PRAHIN65 TO THE ARCHITECT FOR APPROVAL. OBSTRUCTIONS: SHOULD ANY OBSTRUCTION (INCLUDING BUT NOT LIMITED TO BOULDERS AND TIMBERS) BE ENCOUNTERED WHICH SHALL PREVENT PLAGIN6 THE PILE TO TFE DEPTH REQUIRED, OR SHALL CAUSE THE PILE TO DRIFT FROM THE REQUIRED LOCATION, THE PILE SHALL BE COMPLETED IN ACCORDANCE WITH PARAGRAPH I, AND THIS SHORT PILE ADDED TO THE UNIT LEN&TH5 FOR PAYMENT. IF REQUIRED 13Y THE EN6iINEEK AN ADDITIONAL ADJACENT PILE SHALL BE PLACED AND PAID FOR IN ACCORDANCE WITH THE BID BA515 FOR ADDITIONAL FOOTA6E. REFUSAL SHALL BE DEFINED AS THE DEPTH WHERE THE PENETRATION OF THE STANDARD A k9URI% EQUIPMENT 15 ONE FOOT PER MINUTE OR LESS. COLUMN SCHEDULE C1 REINFORCED MASONRY COL. w/ 1-05 o VERT. PILL w/ 3000 PSI CONC. C2 (� 1.� I 12x12 REINFORCED MASONRY COL. w1 2-0& b VERT. FILL w/ 3000 PSI CONC. c3 . 12"x12" POURED CONC. COL. w/ 6-05 A VERt. w/ +3 TIES ® 8" O.C. O 31i2 "x31l/s "x Ii4 " T.S. COL. FILL w/ 3000 PSI GONG, WITH WOOD WRAP cs 8"x1ro" POURED CONC. COL. w/4-♦6 0 CONT. w/ 03 HOOP 8 12" O.G. O - 8"xl2" POURED GONG. COL. w/4-% m CONT. w/ 03 HOOP 6 12" O.G. ci ® 6"x 6" WOOD POST Ul/ 14" 05 0 RE13AR THiRU THE: POST EACH WAY FILE CAPACITY: THE DE516N 15 BASED ON A MAxImum wc;Rme CAPACITY OF 25 TONS PER PH IF IN GOMME55ION AND 10 TONS PER FILE IN TENSION. FILE DIAMETER SHALL BE 14 INCHES. PH F TOPS: HHERE THE FILE CUTOFF 15 NEAR THE SURFACE OR ABOVE THE E30TTOM OF THE • •- • ..•- r - AAr IN LEN6TH SHALL BE r AROUND THE PILE TOPS.Ir •REQUIRE METAL SLEEVES OF r• •IUIPMIENT: THE HOLE THROUr7HOMORTAR 15 PUMPED OWIN67 THE PLAGEMENT OF BEATED AT ll-E 130TTOM OF �, � • it • .- • r • • •. • • ` ELEVATI❑N �—I -- TIE SEAM HOLLOW CONCRETE MASONRY UNITS ARE IWAMTED VERTICAL FOWATION MEMBER BREAKAWAY WALL CONSTRUCTED OF UNREINFORCEP, HOLLOW CONCRETE MASONRY UNITS (UNITS NOT TO EXCEED 8" IN THICKNESS). GRADE BEAM OR FLOOR STRUCTURE VERTICAL FOUNDATION MEMBER HOLLOW CONCRETE MASONRY L9NITS ARE UNGROUTED BREAKAWAY WALL CONSTRUCTED OF STILLWATER UNREIIFORGED, HOLLOW CONCIRM ELEVATION MASONRY LNITS (UNITS NOT TO EXCEED 8" N THICIQNESS). SLAB ON GRADE SEE PLAN I SCALE: NTS. I V / Z FRANGIBLE MALLS FOUNDATION NOTES: 1, FLOOR SLAB TO BE 6' THICK POURED CONGREfE 5LA13 WITH REINFORGEMENT A5 SHOWN ON PLAN ON 4 MIL V15QUEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. 501L TO BE TERMITE TREATED PER LOCAL CODE. 2. CONCRETE SHALL CONFORM TO AGI 315/53 AND SHALL HAVE 3000 PSI GOM ORES51VE 5TR316TH IN 28 DAYS. MAXIMUM SLUMP 5', 3. REINFORCINC7 STEEL SHALL 13E A5TM 615 6RADE 60 AND HAVE THE FOLLOWING MINIMUM CONCRETE GONER FOR 6RADE BEAM5: BOTTOM 3', TOP 2' SIDES TO 13E 1 1/2' CLEAR. COVER FOR SLAB TO BE 5/4" MIN. 4. ALL FOOTIN65 SHALL BEAR ON NATURAL 501L PREPARED, AS IN NOTE 5 BELOW. 5 ALL FILL TO BE GLEAN., 6RANULAR PREPARED IN A(GORDANGE WITH NOTE A-F. STRIP A FOOT OF EXISTING 50IL FIVE (5) FEET PAS`,' EXTERIOR B UILDIN6 LINES, ALL DELETERIOUS MATERIALS MUST BE COMPLETELY REMOVED. B COMPACT BOTTOM OF EXCAVATION WITH MEDIUM DLTY V113RATORY ROLLER. AFTER EXISTING 6940UW READIES MINIMUM DEN511Y OF'a5%, FILL SHALL BE PLACED IN TWELVE G' 02) INCH LIFTS AND COMPACTED TO AC,HLEVE APPR'NED 95% MODIFIED PROCTER BEFORE NEXT LIFT 15 ADDED. D. FILL SHALL BE CLEAN AND 6RANAAR FREE FROM 17ELETEWOU5 MATERIAL AND WELL 6RADED. VERIFICATION OF TEST FOR MODIFIED PROCTOR AA5HO-180 SHALL BE FILED WITH BUILDING E. OFFICIAL. 6. 6ENERAL GO SHALL BE REF+061BLE F02 VERIFYING LOCATIONS OF ALL CONCRETE FOOTIN65/PAD5,126AD 5EARIN6 WALL' e, STEEL/GON:;RETEIWOOD COLUMNS, WOOD HEADERS, CONCRETE BEAM5/TIE BEAMS AND HEIc+T ELEVATION5 OF EACH WITH TRUSS MANUFACTURERS DRANIN65 BEFORE THE POURING OF (,?NGRETE FOC)TINeG/PADS AND SLAB. COORDINATE A/C, MECHANICAL, ELEC, i PIGAL t PLUvIBINEi PLANS FOR REQUIRED OPENINGS IN -7. SLAB. &. SLEEVE ALL PLVM181N5 PENETRATIONS S. SEE ATTACHED A 16M CAST PILE SPECIFICATION zZ ~ n — V) N W N ® yQ m W Limom N wV �m 0 a 0 ino G7" � (n N} 6< �0 D Nm as U U A n \p Ld a c 0 m IL a �— m m n rij w m ®in- us- M 0 N N ®®a ®h (\ ' p U � o �® ®i V) si E o W l Z P J tlW7�) w art _ a 3x W Y m Z a 0 Z Z n O '0 o ® H �p cZ �� r;F G Rai EE c % gg Si Lt ,51 4 O Z I� 17 C. r.� v cn C) � 1 h� Z o N � o G� 3 •Q V)) Sheet No: of --sheets F C m C 2 3 1 4 1 5 1 6 1 7 i 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 2 K J 6 I 7 1 8 9 10 11 12 13 i4 15 6 N K ri G L n l� 13 1 FOUNDATION NOTES: L FLOOR SLAB TO BE b" THICK POURED CONCRETE 5LA6 WITH REINFORCEMENT AS SHOWN ON PLAN ON 4 MIL V15QUEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. SOIL TO BE TERMITE TREATED PER LOCAL GORE. 2. CONCRETE SHALL CONFORM TO AGI 30/83 AND SHALL HAVE 3000 P51 COMPRESSIVE STRENGTH IN 2& DAYS. MAXIMUM SLUMP 5', 5. REINFORCING STEEL SHALL BE A5TM 615 6RADE bO 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. 4. ALL FOOTIM66 SHALL BEAR ON NATURAL 501L PREPARED, AS IN NOTE 5 BELOW 5. ALL FILL TO BE CLEAN, 6RANA.AR PREPARED IN AGGORDANGE WITH NOTE A-F. A. STRIP A FOOT OF EEXI5TIN6 SOIL FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL DELFIERIOU5 MATERIALS MUST BE COMPLETELY REMOVED. B. FILL 5HALL BE GLEAN AND 6RANULAR, FREE FROM DELETERIOUS MATERIAL AND WELL 6RADED. G. PAD, FOUNDATION TO BE SUPPORTED ON PILING. b. 6ENERAL CONTRACTOR SHALL 13E RESPONSIBLE FOR VERIFYIN6 LOCATION5 OF ALL CONCRETE FOOTIN65/PAD5, LOAD BEARING WALLS. 5TEEL/CONGRETE/1JOOD COLUMNS, WOOD HEADERS, CONCRETE BEAM5/TIE BEAMS AND HEIGHT ELEVATIONS OF EACH WITH TRUSS MANUFACTURERS DRAWIN65 BEFORE THE POURING OF CONCRETE FOOTIN69/PAD5 AND SLAB. 1. COORDINATE A/G , MECHANICAL, ELECTRICAL d PUdmBIN6 PLANS FOR REQUIRED OPENINGS IN SLAB. 8. SLEEVE ALL PLUMBINS PENETRATIONS. q. SEE ATTACHED AL16M CAST PILE SPECIFICATION A-1 2 4" THICK 2500 PSI CONC. SLAB REINFORCE WITH GRACE"SiR1X/4d' FIBER AT I):'" PER CY. PORN ALTER4ATE PANELS TO CREAT THE GRID SHOWN. PLACE V EXPANSION JOINT MATERIALS BETWEEN SLAB AND VERTICAL MEMBERS. CAST 2nd PLACEMENT FIRST FLOOR SLAB PLAN 3 11 J MATERIALS A) PORTLAND CEMENT: PORTLAND CEMENT SHALL CONFORM TO FEDERAL 5PEGIFIGATIONS 55-C-I412 OR CURRENT A5TM STANDARDS, DE5I6NATION 6150. BJ MINERAL FILLER: MINERAL FILLER SHALL BE FINELY POWDERED 51LIGEOU5 MATERIAL WHICH POSSESSES THE PROPERTY OF COMBINING THE LIME LIBERATED DURIN6 THE PROCE55 OF HYDRATION OF PORTLAND CEMENT. G) FLUIDIFIER: FLUIDIFIER SHALL 13E A COMPOUND P055E551N6 CHARACTERISTICS WHICH WILL INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING, ASSIST IN THE DISPERSAL OF CEMENT GRAINS, AND NEUTRALIZE THE SHRINKAGE OF THE HI6H-5TREN6TH CEMENT MORTAR (INTERAID AS MANUFACTURED BY THE GROUT SUPPLY GOMPANY, BREGK5VILLE, OHIO MEET5 THESE 5PE GIFIGATIONI5). OTHER COMMERCIALLY AVAILABLE ADMIXES SHALL SHOW PRIOR TEST RE5ULT5 BEFORE APPROVAL. D) HATER: WATER SHALL BE FRESH, GLEAN, AND FREE FROM INJ1URIOU5 AMOUNTS OF SEWAGE, OIL, ACID ALKALI, SALTS OR OR6ANIC MATTER. E) FINE A66RE6ATE: SAND SHALL MET THE REQUIREMENTS OF CURRENT A5TM STANDARDS, DE516N1ATION 033. 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, OR6ANIG MATTER, MICA, AND OTHER DELETERIOUS SUBSTANCES. IF WASHED, THE WASHING METHOD SHALL BE SUCH AS WILL NOT REMOVE DESIRABLE FINES, AND THE 5AND SHALL SUBSEQUENTLY BE PERMITTED TO DRAIN UNTIL THE RESIDUAL -FREE MOISTURE 15 REA50NABLE UNIFORM AND STABLE. THE 5AND SHALL BE WELL-0RADED FROM FINE TO COARSE, WITH FIWNE55 MODULU5 BETWEEN 1.40 AND 3.40. THE FIN✓ENE55 MODULUS 15 DEFINED AS THE TOTAL DIVIDED BY 100 OF THE CUMULATIVE PERGENTA6E S RETAINED ON U.S. STANDARD 51EVE NOS. 16, 30, 50 AND 100. C� 7 2 MIXING AND PUMPING OF HIG4-5TRE%TH CEMENT MORTAR: ONLY APPROVED PUMIPIN5, CONTINUOUS MIXING AND A6ITATIN5 EQUIPMENT SHALL BE USED IN THE PREPARATION AND HANDLING OF THE MORTAR ALL OIL OR OTHER RIbT INHIBITORS SHALL BE: REMOVED FROM MIXING DRUMS AND MORTAR PUMPS. IF READY MIX MORTAR 15 USED, AN A6ITATIN6 5TORA6E TANK OF SUFFICIENT SIZE SHALL BE USED BETWEEN THE READY -MIX TRUCK AND THE MORTAR PUMP TO INSURE A HOM06ENEOU5 MIX AND CONTINUITY IN THE PUMPING OPERATIONS. ALL MATERIALS SHALL BE SUCH AS TO PRODUCE A HOMOGENEOUS MORTAR OF THE DESIRED CONSISTENCY. IF THERE 15 A LAPSE IN THE OPERATION, THE MORTAR SHALL BE RECIRCULATED THROUGH THE PUMP. THE MORTAR PUMP SHALL BE A P051TIVE DISPLACEMENT P15TON TYPE PUMP CAPABLE OF DEVELOPING D15PL.AGIN(9 PRE55URE5 AT THE PUMP UP TO 350 PSI. THE MINIMUM VOLUME OF MORTAR PLACED IN THE HOLE SHALL AT LEAST EQUAL- THE VOLUME OF THE AUeUREO HOLE. LOCATION OF PILES: WHEN IN GLUSTER5 OF TWO OR MORE, PILES SHALL BE INSTALLED WITHIN 3 INCHES OF DE516N LOCATION. 51146LE PILE-5 SHALL BE: INSTALLED WITHIN I -1/2 INCHES OF DE516N LOCATION. VARIATION! FROM PLUMB SHALL NOT EXCEED I/2 INCH IN TWO FEET. ADJACENT PILES SHALL NOT BE PLACED UNTIL THE MORTAR IN THE PILES HAS REACHED ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER CONNECTION BETWEEN ADJACENT PILES WHILE THE MORTAR 15 IN A FLUID STATE. AN A5-BUILT SURVEY OF PILE LOCATIONS SHALL BE PERFORMED BY A FLORIDA RE615TERED LAND 5WVEYOR PILES SHALL BE LOCATED ON THE RECORD DRAWIN65 HORIZONTALLY AND VERTICALLY FROM THE COLUMN GENTERLINE5. SUBMIT THE RECORD PRANIN65 TO THE ARCHITECT FOR APPROVAL. OB5TF4)CTION5: SHOULD ANY OBSTRUCTION (INGLUDIN6 BUT NOT LIMITED TO BOULDERS AND TIMBERS) BE ENCOUNTERED WHICH SHALL PREVENT PLAGIN6 THE PILE TO THE DEPTH REQUIRED, OR SHALL CAUSE THE PILE TO DRIFT FROM THE RECA)IRED LOCATION, THE PILE SHALL 13E COMPLETED IN ACCORDANCE WITH PARA6RAPH I, AND THIS SHORT PILE ADDED TO THE UNIT LEN&TH5 FOR PAYMENT. IF REQUIRED BY THE ENGINEER, AN ADDITIONAL ADJACENT PILE SHALL 13E PLACED AND PAID FOR IN ACCORDANCE WITH THE BID BA515 FOR ADDITIONAL FOOTA6E. REFUSAL SHALL 13E DEFINED AS THE DEPTH WHERE THE PENETRATION OF THE STANDARD AUFURIN6 EQUIPMENT 15 ONE FOOT PER MINUTE OR LESS. COLUMN SCHEDULE ci REINED MASONRY COL. w/ 1-05 a VERT. FILL w/ 3000 F'81 CONC. c2 r I I2xi2 REINFORCED MASONRY LJ COL. w/ 2-% a VERT. FILL w/ 3000 PSI CONC. 12"A2" POURED CONC. C3 COL. w/ 6-05 4- VERT. w/ 03 TIES a S" O.G. O3112 "x31/2 "x1iq" T.S. COL. ca FILL w/ 3000 PSI CONC WITH WOOD WRAP / 10 (� K URED CON-•6 4 CP m O.G. D CONC.-"6 0 CONT.P a I2" O.G.cT OOD POSTb RE5AR THRU THE POST EACH WAY 12 PILE CAPACITY: THE DE516N 15 BASED ON A MAXIMUM WORKIN6 CAPACITY OF 25 TONS PER PILE IN COMPRESSION 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 5LEEVE5 OR CASING OF THE PROPER, DIAMETER AND AT LEAST IS INCHES IN LENGTH SHALL BE PLACED AROUND THE PILE TOPS. (5FEGIAL CONDITIONS MAY REQUIRE METAL SLEEVES OF ADDITIONAL LENGTH). AU6URIN6 EQUIPMIENT: THE HOLE THROUGH WHICH THE H16H-5TREN6TH MORTAR 15 PUMPED DURING THE PLACEMENT OF THE PILE SHALL BE LOCATED AT THE BOTTOM OF THE AUGER HEAD BELOW THE BAR GONTAININ6 THE GUTTING TEETH. THE All6ER FLI6HTIN6 SHALL BE CONTINUOUS 10 FROM THE AUGER HEAD TO THE TOP OF AUGER WITH NO 6AP5 OR OTHER BREAKS. THE PITCH' OF THE AUGER FLI6HTIN6 SHALL NOT EXCEED q INCHES. A U6ER5 OVER 40 FEET IN LENGTH SHALL CONTAIN A MIDDLE 6UIDE. THE AU6ERGA5T PILING LEADS SHOULD BE PREVENTED FROM ROTATING BY A 5TABILIZIN6 ARM. PILE REINFORCEMENT: ALL PILES SHALL BE REINFORCED WITH 5#5 VERTICAL REINFORCING BARS WITH #3 TIES 0 10' 6/0 EXTENDIN6 151-0" BELOW PILE GUT OFF ELEVATION AND 1#7 VERTICAL REINFORGIN6 BAR AT CENTER OF PILE EXTENDING FULL LENGTH. PROVIDE CENTERING DEVICES FOR REINFORCING GAGE AT 10'-0' CWC MAX. SPAGIN6. ELEVATION �--� �— TIE: BEAM HOLLOW CONCRETE MASONRY UNITS ARE LINGROUTED VERTICAL FOUNDATION MEMBER 5REAKAWAY WALL CONSTRUCTED OF WUR'cINIFORCED, HOLLOW CONCWM MASONRY LNITS (UNITS NOT TO EXCEED 8" IN THIC*ESS) GRADE BEAM OR FLOOR STRLICTLW VERTICAL FOLNDATION MEMBER HOLLOW CONCRETE MA5ONRY WITS ARE I.NGROIUTED " BREAKAWAY WALL CONSTRZTED OF StILLWATER WREINFORCED, NOLLOW CONCRETE ELEVATION MASONRY UNITS (UNITS NOT TO EXCEED 8" IN THIChTLESS) SLAB ON GRADE 5EE PLAN GROUND E 14 I BREAKAWAY WALL N I I SCALE: NTS. I V // I FRANGIBLE W4LL5 FOUNDATION NOTES: 1. FLOOR SLAB TO BE b" THICK POURED CONCRETE 5-AB WITH REINFORCEMENT AS SHOWN ON PLAN ON 4 MIL V15QUEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. 501L TO BE TERMITE TREATED PER LOCAL GODS. 2. CONCRETE SHALL CONFORM TO A0 N5/83 AND 5HIALL HAVE 3000 PSI GOMiPRESSI STRENGTH IN 28 DAYS. MAXIMUM SLUMP 5", 3, REINFORGIN6 STEEL SHALL 13E A5TM 615 6RADE 60 AND HAVE THE FOLLOWING MINIMUM CONCRETE COVER FOR 6RADE BEAMS, BOTTOM TOP 2' SIDES TO BE I V2' CLEAR COVER FOR SLAB TO BE 3/4' MIN. 4+ ALL FOOTIN65 SHALL BEAR ON NATURAL 501L PREPARED, AS IN NOTE 5 BELOW. 5. ALL FILL TO BE GLEAN, 6RANULAR PREPARED IN ACCORDANCE NTH NOTE A-F. STRIP A FOOT OF EXI5TIN6 501L FIVE (5) FEET PAiT EXTERIOR BUILDING LINES, ALL A. DELETERIOUS MATERIALS MUST BE COMPLETELY RENIOVED. B. COMPACT BOTTOM OF EXCAVATION WITH MEDIUM CVrr VIBRATORY ROLLER AFTER EXI5TIN6 6ROUND REACHES MINIMUM DENSITY OF 9596, FILL SHALL BE PLACED IN TWELVE G. (12) INCH LIFTS AND COMPACTED TO ACHIEVE APPROVED 45% MODIFIED PROCTER BEFORE NEXT LIFT 15 ADDED. D. FILL SHALL BE GLEAN AND 6RANA-AR, FREE FROM' DELE-TERIOU5 MATERIAL AND WELL 6RADW. VERIFICATION OF TEST FOR MODIFIED PROCTOR AA5HO-150 SHALL BE FILED WITH BUILDING E' OFFICIAL. 6. 6ENERAL GONTRAGTOR SHALL BE WE ')PON51BLE FOR VERIFYING LOCATIONS OF ALL GONGRETE FOOTIN55/PAD5, LOAD BEARIN6 WALLS, 5TEEL/GONGRETE/WYO0D COLUMNS, WOOD HEADERS, CONCRETE BEAN15/TIE BEAMS AND H! I6HT ELEVATIONS OF EACH WITH TRU55 MANUFACTURER'S DRAWIN66 BEFORE THE POIURIN6 OF (ONGRETE FC)0TIN65/PAD5 AND SLAB. COORDINATE A/C , MECHANICAL, ELF, TRIGAL t PLLINEINl6 PLANS FOR REQUIRED OPENIN66 IN 1. SLAB, SLEEVE ALL PLUMBIN6 PENETRATION:,. I SEE ATTACHED AUGER CAST PILE 5ErOFIGATION 13 14 1 16 z • 0 qZ FN Q w a� ip N C 3s's < ow. m ^^ aZ =< 0 D NY° aLL m u U M a � r r N j5 li L m it N Mar; dP K �a I sE. w 0 u ., �Z H� Mw a J �N �� j D a n w Z m Z Qo Z a O '0 h0 r1 ig n �a m r$ i G Eli 'zz (� n it, gEg`l Si •o ££ iE o S W Ti �Uz rZ, � u-WW3 W O I�cs F2 o 3 N U Q us Sheet No: (9 of --sheets 0 v A 1 1 2 A N L K J H J — 1 N.T.S. I C E D C B (2R. +TR = 24 TO 2F0 -1,2" + 72" + 10" = 24.4" 2x TREADS NAILED AND SET IN MASTIC =1N. FLOOR 3 4 HEADER OR GIRDER TRUSS a, 2x12 STRINGER �— P.T. 2x4 BOL PLATE OR APPV'D EQUAL. T�'FIGAL STAIF, DETAIL NOTES: HANDRAIL SHALL BE DESIGNED 4 CONSTRUCTED FORA 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 A A-1 1/4 No= i ' —0" 1 2 5 6 7 2x6 SAFEGUARD TOP �— 1/4" COUNTERSUNK LAG SCREWS (I EA. PICKET) N z IU 2x2 PICKET SPACED TO U-z W REJECT 4" DIA. BALL. N y O (VERIFY W1 OWNER FOR STYLE) U- I— (TREAD — 1/4" COUNTERSUNK LAG SCREWS (1 EA. PICKET) STAIR STRINGER STAIR, 5AFEGrUARD DETAIL NOTE: HANDRAILS TO RETURN TO WALL OR END AT TERMINAL POST 8 1 9 10 WALL TYPES ONE LAYER 1 BOARD ON BOTH SIDES1 : METAL STUDSO.C. 1• 2 x 4 STUDSC . O.C. ONE LAYER 1 : BOARD 1 BOTH SIDER 1 • 2x 4 @ O.C. INSULATION.ONE HOUR1 PER F.B.C... WALL SIZE) S I I I I EDITION 1/ PLAN FOR i�i►'.�ii�iiiiii�?►�ii EXTERIOR : STUCCO 1/2" GYPSUM 1 1 e'•1PLYWOOD INTERIOR / I zx • SIUDS C • O.C.BATT INSULATION. NOTE:1 GYP. :1 C INSIDE OF CHIMNEY ONE LAYER OF 1/2" GYPSUM BOARD ON 1 x 2 P.T. ..•....o;..❖ o•. v..� WOOD • • " . O.C.I 1 INTERIOR & STUCCO ON EXTERIOR OF 8" 1BLOCK. 5/8' STUCCO ON 8' CONCRETE BLOCK, BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO: SHAFT ENCLOSURES SHALL HAVE 1 HR FIRE RATING (2 LAYER 5/8" TYPE 'X' GYPSUM BOARD STAGGED) WALLS SHALL EXTEND FROM THE TOP OF FLOOR i0 TOP OF THE FLOOR / CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SLAB 104" 8" 22'4" 38'•®" i --------- _---_________________ ■ -- - ----ri ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I II I ® / VERIFY W/ MANUFACTURE J 30 ACTUAL OPENING 1 I GOVERED PATIO 5'-6" 1 I PR 24M4'_61� I 1 1 °' — _ CABANA----------- p 24W I I ( I I I I I STE` 6 WITH BRICK PAVER I I (TYPICAL e 2) r 1 1 2880 19 RISE 1 = 1'- 1 241 TO (I e ' (rl ALL WALL PARALLELL I I I I 1 TO SHORE LINES SHALL I I ❑ BE FRANGIBLE WALLS ■ ■I I I I ■ I W= NOTE 6 0" V-2" 19' l" 10' 9" 6'-0" I.2 1 ' I � FLEX SPACI_ 1 (J 1_- Ot � - ------ , 1 r , 1 ■ ■ 011111111111 ■ 1 0 FOYER ENTRY ■ II �'{L% II II II ` 1 ijy I�\z u ■ �`�_ �j" 1 \ 5L TOPE TTo " J ---: 16"W. 8"H. HYDROVENT 4" ABOVE FLOOR LEVEL (TYPICAL 9 1) 22'-6" GAR,4GE SLOPE Y 11 12 13 14 1 15 C HYDROVENTING CA PER FEMA : I SF GROUND FLOOR AR REQUIRED: TOTAL 854 SF = 854 $2 PROVIDED: 16"XV-118 ®1 = 6% SQ (SMART VENTS MODEL 1650520) ___1 --_J l_ =O ✓ HB101 B O C 1'-0" V.10" NOTE FILLED CELL COLUMN MAX. 32" SPACING FIRST LEVEL 3 4 5 6 7 8 9 10 11 16 Z® O +z V WWFN WM Mn ♦— �M qN W N I N ® p°ppp O o nc m e m L 0 N'De a x° < 0 �u NmL. U M E13 PLUMEr3ING WISER DIAGRAM MISC. NOTES: 1. 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 144" THICK (UN.OJ 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 1314" 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 S. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PER FRC, 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 302.9 OF FLORIDA RESIDENTIAL CODE 2010 EDITION. 12, GYPSUM BOARD MATERIALS SHALL CONFORM WITH F.B.C_ R-1023 13. CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.S.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 GENERA!_ NOTES s..... 12 13 14 15 I � 16 >v o ^Y N I 0 L! m n W J 04 ci O ®a ,o : • 0 K � O P °P E 8' W E i _ul �W P J Z w0 Q LL J W Q om v Qo z a �0 �0 H €p Z n as$ l' Q Q 51 sE`� ---I i S Fed �o« •C �o� F O O L z a- � O ` U J w N Cn Gi � U 3 D Q N Drawn by. MOH HVN Project No. Cadd File NO.: r Sheet No: A a.� of --sheets I 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 16 II L i LD G-1 1/4 19=1 0-0111 F C F a C C IN s VERIFY ACTUAL OPENNWi O 13 14 1 15 �7 WALL TYPES ■ ■ ■ ■ I I I I■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ IN ■ I He ■ ---- I ` I � \ / ■ j ' 0 V, O ql� 241_gll I / 5:_mll \ Y tl: 248ID V I®' 0" 10:_/bi1 Y A: W p:_ +� p ■ —� ■ ■J 0 ( OFFICE BID ' i, ' I I I 2 2�880 � --� i— I I , I I i I I I F---------------------------- —---------- i PR 24W FKT 1 r--------- —_____________________________i I p I I I I I Is'u"I I I I I COVEREDRAIL -- — ■ ■ ■ _ r ------------- f Ar /,{�I I ❑ , BALCONY 4 N EAN RO 70 REJECT A 4 r N, L11 ■ I i yp11 VI "ERG i:I 4'-Y/'I 2:_4:1 SPHERE 31.211 II 2:_01: : L J L V 2 V-7 I 1 11 UJIG O 1 -POUJD R ------------ '- _ ■ ,� 1 i 24W n I - I I _ ■ f I DIN RM cO I 1 421, HAND RAIL TO TYP. I I I J I KI1Gi iEN C I ATI-,i 4 ■ O I ; REJECT A 4" SPHERE I o? I I © \ \ / O ■ f i I ' o © © o Old F2 H -- -------------- r r 41_011 4'_gll 2" 8' 0" 10'_1111 NOTE FILLED CELL COLUMN MAX. 32" SPACING O 16'-g11 (. 3'-1011 J ■ IBA �, � SII O GI_/ 11 4' 11" X e ----------------- 0 ^ --- --- I 21 II - 0 N a M, 1 1 �' ■ ' ■ I ■ I 1 1011_/N 1 IY/ 'F R VENT TO OUTSIDE PER FRG.1501 726W6'-II" - ----- � � BED RM; 3 - 0" FR 2680 ry : i_p" II'-0 ■ eO — ■ ■ 2 4'-0' '"' I 3 ; '0 13 III ■ HM 1 2 11 + 1 R- " I 11 0 214 5 li B ° _ I "1 5'-211 —--- -I 1 1 REJECBAIL io SPHERE TYR1-4 I I I I I r O F J (� � Lu I I 151_pll I J I ■ = — _ 1 S'-011 1 pl_/II [l\ z-2080 _ 1 I COVERED BALCONY © ; 1 I 42" HAND RAIL TO REJECT A 4" 5PHERE TYR 1 ( ■ ■ n VY 1 M. BEDRM 10'-0" CLG W/ 12" TRAY I J I 1 B a I 1 _ I I 1 1 2 -LOuvER = 3'-8" 6'-I0" �A. BED RM 2 2680 - "' ■ ■ ■ ■ 13'-0" ly r r Q.I.G. B ' BATH 2 O ■Ijtm:= W11111111110IIIIIIIIIIIE ■ ■ _ilin immim■ ■ ■ ■11111 llm Ml■ ■ ■ ■r■ Dv OF ROOF BELOW NOTE FILLED CELL COLUMN MAX. 32" SPACING ONE 2' GYPSUM ON BOTH W 1 C. OR2 x 4RSTOUD/®24" O.C.AT BRED SIDES FS METAL BEARING WALLS. ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDE OF 2 x6 OR 2x 4 Q 16" O.C. W/ R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. EDITION 2001 (SEE PLAN FOR WALL SIZE) 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF 2x 6 STUDS ® 16" O.C. W/ R-11 BATT INSULATION. NOTE: NO GYP. BD @ INSIDE OF CHIMNEY ONE LAYER OF 1/2" GYPSUM BOARD ON 1 x 2 P.T. 4 WOOD FURRING ® 16" O.C. W/ 4.2 INSULATION ON INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" CONCRETE BLOCK. 5/8' STUCCO ON 8' CONCRETE BLOCK, GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "Wt" MISC. NOTES: 1. 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 IMPREVIOl1S MATERIALS 5. ALL FIX GLASS SHALL BE 1/4" THICK (UN.OJ 6. DOORS BETWEIEN 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 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, 2411 IN HEIGHT, 5.1 SQPT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS, A D A-1 THIRD LEVEL G14 LGENERAL NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 z0 0 w � M `� w N ce y�y pOepp 0 g om.. a.0 W 0 No m U U, IN a 1 � � a m� L m FeF'' 4400 0 N N ## ® ® 41 ®,a Apt V V) OLIJ w mC z .�, z w wy z W F Z i O $ O < o 'Sz LL Ess 1'© W o M� z ® C> 1� L E w (D ♦"v1 mE A N Z�Z mE ® O O 3 U r�q, Irk V Q Drawn by: MOH HVN Project No. Cadd file NO.: C Sheet No: �I lA of --sheets 1 I 2 NEOPRENE CLOSURE SEALANT BATTEN WATERPROOF L L-1 HIP / RIDGE K ELEVATION MATER14LS KE�'NOiE SYMBOL DESCRIPTION ALUMINIUM ROOF 0 0 O EXTERIOR WALLS W/ SMOOTH STUCCO J 3O ir' SMARE COLUMNS ® RAISED STUCCO BAND t SURROUND DECORATE SILL E HEADER bO ALUMINIUM LOUVER DECORATIVE SHUTTER d DECORATIVE CONC. SIDINCs LOOK H n F 3 I 4 1-fIP/RIDCsE COVER FASTNER CLOSURE STANDING SEAM ALUMN_ ROOFING PLYWOOD SEE 'S' DLLGS COVER L-4 N.T.S. RAISED S' STANDING SEAM ALUMN_ ROOFING 26 GA. GALv. METAL � VALLEY FLASHING �ry w 2 FASTNER AT 12" O.G. STANDING SEAM °a ALUMN.. ROOFING 4 IL 3/4" CDX PLYWOOD SHEATHING VALLEY DETAIL L-7 N.T.S. STUCCO 26 CaAALUMN. COUNTER FLASHING DETAIL SHOWN FOR WOOD FRAME CONSTRUCTION - ETAIL SIMILAR FOR BLOCK CONSTRUCTION SEALANT ALUMN. "L" FLASHING NEOPRENE SPACER ROOF CLIP STANDING SEAM ALUMN.. ROOFING FLASHING DETAIL ELF -FURRING ATH ON FELT iM OF TRUSSES .1K Pq" EMBED INTO RIB a 4" O.C. TYP. SEC. R103b) J_ SOFFIT) 11 12 ATTACH RAILWz FLANGE TO HOUSE W/(2) 5/1(o"xl 1/2"TAPCON5 2"x2" ALUM.TOP. BOTTOM 4 VERTICAL RAILS OVERT. a 48" O/G MAX) 3/4"x3/4" INTERMEDIATE vERT. a 4' I/2 O/C 1 4 FASTEN VERT.RAILS TO CONIC. SLAB ALUM. SHOES FROM RAIL MFR W/(4)5/16"x 1-1/2"TAPCONS L-10 RAIL ATTACHMENT N.T.S. NOTE: VERIFY W/ OWNER FOR RAILING STYLE Q TYP. 12 14 15 �.6 EXTERIOR TRIM PROFILES MEAN ROOF HEIGHT MOF BM 4' NAVD TOP OF BM a +42'-8" NAVD 1 TYP- v 5� w _ TOP OF 3rd FLOOR a +33'-4" NAVD ., O d LEVEL CLG. LINE Q a +31'-4" NAVD TYP. a c TOP OF 2nd FLOOR a +M'-4" NAVD BM. OF FLOOi a +11'-4" NAVD — ,, TYP. TYP. I� lO I TOP OF GROUND a +8'-O-O" NAVD D TOP OF GARAGE a +6'-5" NAVD AND SLOPE 2" a FRONT �z 0 �1 Z �N 'r n �(n I �o Qw N F— oc 5518 0 °m a. 0Z Np li! a I- N�o` �0 � a®a` u U Drawn by: MON HVN Project No. Cadd File No.: DATE Sheet No: a A-1 REAR ELEVATION A-10 FRONT ELEVATION Qg°� 1 /4"=1 ' — 0" of --sheets A 1 /4"=1 ' —0" ls ommon 2 4 5 6 7 8 9 1� �1> 13 14 15 16 P IN 21 J I G I Q 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ATTACH RAILNG FLANGE TO HOUSE W/(2) 5/16"x1 1/2"TAPCONS 0TALUM.TOP. '6 BOTTTOM s VERTICAL RAILS = (VERT. e 48" O/C MAX) - I 1-IIP/RIDGE STUCCO �� �� NEOPRECLOSUNE COVER 3/4 x3/4 INTERMEDIATE----IIIIff SEALANT FASTNER VERT. a' 4" I/2 O/C _ 26 GA. COPPER. COUNTER FLASHING s^ s^ BATTEN CLOSURE 00000 00000 00000 aATERP OF 5 V. CRIMP / 3 MEMBRANE COPPER ROOFING ( 1 5 V. CRIMP FRAME CONSTRUCTIETAIL 5HOLUN ON - A$,1 COPPER ROOFING ___------DETAIL SIMILAR FOR BLOCK 4 26 GA. GALV. METAL f CONSTRUCTION VALLEY FLASHING SEALANT 6 Lu COPPER "L" FLASHING 00 0000000000 0000 SEE PLYWOOD S Dma FASTNER AT 12" O.C. _ COMPOSITE SHINGLES A z NEOPRENE SPACER ROOF CLIP ct) 4 2' s^ 2. 5 V. CRIMP o 3/4" CDX PLYWOOD SHEATHING COPPER ROOFING; FASTEN VERT.RAILS TO CONC. SLAB ALUM. SHOES FROM RAIL MFR WK4)5/16"x 1-1/2"TAPCONS CA5.1 L-1 HIP / RIDGE COVER L-4 VALLEY DETAIL L-7 FLASHING DETAIL L-10 RAIL ATTACHMENT EXTERIOR TRIM PROFILES N.T.S. N.T.S. N.T.S. NOTE: VERIFY W/ OWNER FOR RAILING STYLE ELEVATION MATERIAL5 KEYNOTE SYMBOL DESCRIPTION lO COPPER ROOF O2 EXTERIOR WALLS W/ SMOOTH STUCCO O3 12" SQUARE COLUMNS ® RAISED STUCCO BAND ! SURROUND Q DECORATE SILL # HEADER © ALUMINIUM LOUVER DECORATIVE SHUTTER I DECORATIVE CONC. S 7 SEL LATE TOM (MIN 2Y R )I SE ALL TOP OF GARAGE ® +6'-5" NAVD AND SLOPE 2" ® FRONT n A-1 REAR ELEVATION A-10 FRONT ELEVATION 1/4$$=1'—Ott 1 j4 1'—C 1 2 3 14 5 16 7 8 9 10 11 12 13 14 15 16 jjz..� ' -- > 0 �Z < �� � Q � o N W 5 „� 0 am a- 0 _� I �0 N6Z (JD MA OX Z� NOm IL U U. M I LJ ° 1 c M IL m m 401. �w7M�E LO SV) 0 UJ W E LU Z_ N W o. ° J 0 w� Q LL N Z N J Z 0 0 Z Z d o .,7 0 0 ■ 0 Cs7 g — � s C D %s = G I —J i s � � L-LJ 10% �5 � 6 o_ W � CD L) z U y�Ty`�1 w _ �L z � rTl � V) (■■Yej IrVT`1� �'1 3 � D Q Drawn by. MOH HVN Project No. Codd File NO.: (^ 10 11 12 13 14 15 16 M ON MATERIALS KEYNOTE ozPTION 4LUUM F z0 ` ARE ZtY NX 0DNo aLL U mATE M ffELEVATION ROOF 1� R WALLS W/ SMOOTH STUCCO COLUMNS STUCCO BAND t SURROUND SILL d HEADER ALUMINIUM LOUVER O DECORATIVE SHUTTER n I DECORATIVE CONIC. SIDING LOOK a J I TOP OF TIE SM. IS o +34'-011 a %" STUCCO ON 3ELF-FUI V RIB METAL LATH ON OVER THE BOTTOM OF T W/ 2" STAPLES (MIN. I3i4" E M65 AT EVERY RIB (SEE FRG. 2001 SEC. R' (TYPICAL FOR ALL SOFF C ALl A-1 LEFT ELEVATION /4"= > _ Q„ 1 2 3 AND SLOPE 2" 0 FRONT P a o 0 W a m A W n 7 IN '0 01 C) N N O � W Jl�m,fin ` - K : P a rd E A LU V E uJ •�; z z a h � 0 11 U) Q LL N a Q�®~ J 3 ac w m D V) Z a Z ®M z Z a O 0 ho H a� F < FnF � A z s w �z az W Ec% 9T •a � o I Q 0 O ® z 0 p�1 � iv1 w w E W A N Cn jip.Nj F A 3 pal CD U'' N D Q Drawn by. MOH HA Project No. Cadd File NO.: DATE M Sheet No: A' of --sheets 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ELEVATION MATERIALS KEYNOTE z z SYMBOL DESCRIPTION _ m N y� N ID COPPER ROOF 0 _ w n �n wN a ® Y� �3 N < EXTERIOR WALLS W/ SMOOTH STUCCO Q °6 j^ 3O 12" SQUARE COLUMNS a 0 RAISED STUCCO BAND t SURROUND V) Nm X4 o x Q DECORATE SILL t HEADER U IJ ® ALUMINIUM LOUVER M Q DECORATIVE SHUTTER M DECORATIVE GONG. SIDWS LOOK L J 12 W _TOP �OF TIE BM. V 6 +34'_0'! G F NO,, STUCCO ON SELF -FURRING Y RIB METAL LATH ON FELT OVER THE BOTTOM OF TRUSSES W/ 2" STAPLES (MIN P/411 EMBED INTO TRUSS AT EvEIRY R15E (SEE FRC.. 2001 SEC. FrOUD) TYP. (TYPICAL FOR ALL SOFFIT) D C In W! TOP Or- 2nd FLOOR OF •• WOOD POST TOP OF GROUND FLOOR s A +8'-0" NAVD — TOP OF GARAGE ® +6'-5" NAVD AND SLOPE 2" a FRONT A A-1 LEFT ELEVATION 1/4 $I= i '-0" 1 2 3 4 5 6 17 8 9 10 11 12 13 14 15 16 w a. J' L N ■ n - v o to CN 0 Ln 01 01 OA OE uJ NLuW E z01 ®z r 3a D z m 0 z z ®O 0 �iu Y H a© F Z CD _J s� 1 1 1 Ec% y� _ o s o 4�4 t= o E ---- W � CD W E O = J (..O N ® U' O v1 m rT, ® w a U 3 C 7, to U 1�1 D Drawn by MOH HVN Project No. Cadd File NO.: Sheet No: Ili 1 of --sheets 1 I 2 3 4 6 7 8 9 10 11 12 13 16 im L 2 ■ e m E 7 C Q A A-1 RIGHT ELEVATION 1/4 pp= i '-0" 1 2 3 'T a c� MEAN ROOF HEIGHT TOP OF IBM _ m +42'-8" NAVD TOP OF 3rd FLOOR v s +33'-4" NAVD 2nd LEVEL OLG. LINE e +31'-4" NAVD TOP OF 2nd FLOOR ` v ® +19'-4" NAVD E3M. OF FLOOR _ 9 +17'-4" NAVD TOP OF GROUND FLOOR m +8'-0" NAVD TOP OF GARAGE ® +ro'-5" NAVD AND SLOPE 2" A FRONT 0 z�n FN A�~ NLw� jo 0 W �m's a Z IfV mo W I W 1-- NZ =Q '0 D Nm[L a V U M ILJi Em Q\ VA JEc')OR W ® W W E 'qLu i V Z Q1q 0 P cw m I Jo D Z QaO 1110 h 0 a® 'e•� z� spa � F Li-J =off L_1 £ c 6 �a LL- F o ® Cry J N Z ONO o TTNO� z W1 O M 3 v Q Fn Drawn by. MOH HVN Project No. Gadd File NO.: DATE PERfdli SET 1 06-27-17 4 5 6 7 8 9 10 11 12 13 14 5 16 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 N M K MEAN ROOF HEIGHT J H G I C B A A-5 SECTION 1/4 #v= 1 '-0" 1 2 7 v a� m +42'-8" NAVD TOP OF 3rd FLOOR _ o +33'-4" NAVD 2nd LEVEL GLG. LINE m +31'-4" NAVD n TOP OF 2nd FLOOR ` a +19'-4" NAVD n 5M. OF FLOOR _ - m +11'-4" NAVD TOP OF GROUND FLOOR m +V-O" NAVD TOP OF CzARA g +V-5" NAVD AND SLOPE 2" 0 FRONT �1Z ,® _.. i—�O I m Q LU 0 sm 0 3i V) u �0 ] ma u U M r a o a � n L mm m 7U) rI E in 0 A LU W E UJ V K Z P `ILU w J v Q LL yZ 3� Z m Qo Z Z a O 0 o N r oOgg ti < G f= W €%Z Ege^ .a 0 o L) z 1 LLJ N CD N n � 3 Drawn by. MOH NA Project No. Cadd File NO.: Sheet No: of --sheets 3 4 5 6 7 8 9 10 11 12 13 14 15 16 N In L 2 J H G F I C I m 1 I 2 I 3 4 5 6 I 8 g 10 1 1 12 13 1 I 2 ROOFING MANUFACTURE PRODUCT APPROVAL ALUM. STANDING SEAM. PETER50N ALUMINIUM EDGE - LOG 1"66. FL-11610.1 ROOF UNDER LAYMENT. OVEN CORNING WEATHERLOCK + METAL FL-91111 MK SIZE/ MODEL LOCATION 0 2550 FRENCH STORAGE Q) 9050 5LDG G5 DR FLEX ROOM PR 36W FRENCH ENTRY DR 0) ® 160100 SLDG CIS DR LIVING ROOM �5 (2)2WO FRENCH WITH TRANSOM BED ROOM © 9050 5LDG G5 DR BM91 L] 0 pC X Lu I6'-0"x8'-0" OH. GARAGE COUNT MANUFACTURE GLASS DE51GN PRODUCT PRE55URE APPOVAL G ANDERSEN IMPACT SEE PRODUCT APPROVAL AND SHOP DRAWINGS BY GUNN'S QUALITY GLASS 4 MIRROR ATTACHMENT I (I/4" TAPCONS) D WINDOOR 1Q 346" IMPACT ® ANDERSEN IMPACT ATTACHMENT 1 (114" TAPCONS) D WINDOOR i 3A(." IMPACT EXT. STUCCO CONCRETE BLOCK SOLID GROUT 1/2" DIA. EXPANSION BOLTS AT 16" O.C. 6" EMS. DOOR RECESS DOOR STOP 2x6 NAILE* © ANDERSEN 3/V,"IMPACT DOHOI-®2 D WINDOOR 3/16" IMPACT ATTACHMENT 2 (l/2" EXP. BOLTS) L— 10 B DAB +50,6 / -552 FL-15311-R3 ATTACHMENT 3 (1/4" TAFYANS) I N.T.S. MK 51ZE/ MODEL LOCATION COUNT MANUF> AO CXI5-2L ELEv. FOYER OFFICE O ANDERSEN IK w B CXI5-3LLR FLEX RM I� C CXI5-/AN281 L/S OCEAN R1 PT z WITH TRANSOM p D CXI5-3R/S OCEAN RM O2 O WITH TRANSOM Q - CXI5-3R/5 DINNING lO WITH IRANSCM F CNI45/FF L/5 KITCHEN lO WITH TRANSOM O CNI45/FF L/S KITCHEN lO WITH TRANSOM z � H GW5 R BATHRI 4, WIG. O3 p GW5 W BED RM 3 a BEDRM 4 O 3 J P4060 S MASTER BATH O K CIS L BED RM 2 L CI5 R LAUNDRY, FOYER ELY, BATH 3 0 AND BEDROOM 3 OM CNI4 L BATH R'1 2 O N CN14 R MASTER BATH O O CW3 R MASTER BATH O CXI6 R I BED R9 2 1 in NOTE: (0 EXIT DOOR THRESHOLD SHALL NOT BE MORE THAN I'/2" TEMP. GLASS T NOTES: I. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OPENNING PRIOR TO CONSTRICTION. 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS. 3. PRODUCT APPROVAL INFORMATION ( INCLUDING: ATTACHMENT) IS SUPPLY BY THE MANUFACTURE ANNAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. A-4 EXTERIOR OPENING SCH 1/4 "=1 '-0" 3 4 5 6 GLASS DESIGN PRE55URE PRODUCT APPOVAL ATTACHMENT IMPACT SEE PRODUCT AND SHOP GM'S QUALITY APPROVAL DRAWINGS BY GLASS 4 MIRROR FL-12496.1 ATTACHMENT 3 (1/4" TAPGON5) IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT EDULE / i DOOR - SEE SCHEDULE DOOR TRACK BY DOOR MFR GARAGE 14 15 16 ATTACHMENT I EXTERIOR-DOO ATTACHMENT 3 WINDOWS g P BUCK ATTATCHED WITH Qio BUCK ATTATCHED WITH 1/4" x 3-1/4" LONG TAPCON TO GONG. 1/4" x 3-1/4" LONG TAPCON TO GONG. ATTACHED DOORS WITH 2" "2 BREW ATTACHED DOORS WITH 2" 12 SREW DIRECT TO BUCK AT 6" FROM CORNER DIRECT TO BUCK AT 6" FROM CORNER AND AT 12" AT INSIDE. AND PER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. MANUFACTURES SPECIFICATION. ATTACHMENT 2 GADOOR ATTACHMENT 4 SLIDING DOOR PT TO CONCRETE WALL WITH (gEB BUCK ATTATCHED WITH 1/2" DIA EXPANSION BOLTS 1/4" x 3-1/4" LONG TAPCON TO CONC, 6 IV' O.C. 6" EMBEDMENT ATTACHED DOORS WITH 2" 12 BREW SEE GARAGE DOOR DETAIL M-14 DIRECT TO BUCK AT 6" FROM CORNER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. L-14 I OPENING ATTACHMENT N.T.S. I NOTES: BACK CAULK ALL THE WOOD BUCK6 (TYp) ALL EXTERIOR DOORS AND WINDOWS WITH CONTINUOUS BEAD VALKUMP SEALANT- 3-3/4" 3-3/4" "xP.TR RRING A O CONT.SEAL 5/8" GYPSUM BOARD .� MARBLE STOOL SE �I. ANDERSEN ON FOIL BACKED IN GROUT BED ` CASEMENT WINDOW ^-} •' y INSULATION 1/4" SHIM SPACE CONT. SEALANT CONCRETE MASONRY UNI ' G _. CONT. SEALANT STUCCO FINISH _,• __< • , _ --- .'' + < x 2"x P.TID000 BUCK 2"x P.T11100D BUCK 5/8" GYPSUM BOA CONT. SEALANT— CORNER BEAD ON Ix P.T. FURRING d <' ;; i" RAISED STUCCO ANDERSEN _ 5/8" GYPSUM BOARD VA S '3=�/4" ?� + BAND REINFORCED WITH GALVI-ETAL LATH CASEMENT WINDOW _ CONT. SEALANT' ~ 1/4" SHIM SPACE R-42 FOIL BACKED _ V. CONCRETE SILL CAP INSULATION A A G-10 CASEMENT WDW. HEAD G-14 CASEMENT WDW. SILL N.T.S. N.T.S. AT CONCRETE WALL In" GYPSUM BOARD ON FOIL BACKED INSULATION MIPERBEN FIXED GLASS SYSTEM CONT. SEALAN 1"xP.TRURRRJG - 1/4" SHIM SPACE MARBLE STOO� CORNER BEAD IN CA= BED OCNTAEALANT ANDSACKER 5/S" GYPSUM BOARD NO 2"x P.TUCCO BUCK � CONT. SEALANT CONT. SEALANT-' 2NIFTUUCOD i} I/4" SHIM SPACE A.'•' A BLOCKING A ANDERSEN CASEMENT WINDOW In" GTF°8UM �. < BOARD ON rxPf POUFED CCNCIRETE SILL FURRING CONT. SEALANT A m A STUCCO FINISH INSULATION CONCRETE MASONRY WIT. STUCCO FINISH 2 •" r �. Y. in 'l x . • rA « D-10 FRENCH DOOR JAMB D-14 FIXED WDW. SILL N.T.S. N.T.S. HEAD, JAMB SIMMILAR ❑ ❑ IN-SWRY< DOOR 91MILAR SPE J_ SGEDUI E NISH- ME E� AL.JMWA9 TREAHOLD SEALANT A O A, . :LOPE A 4.. Cq-IPRESe ISLE F1711 FILLER CGNCTETE SLAB OTH02-M A-10 FRENCH DOOR SILL N.T.S. 8 9 10 11 12 3-3/4" CONCRETE MASCNW STUCCO FINISH — CONT. SEALANT- A I"PTFUFMW3 In" GYF*W BOARD ON FOIL BACKED INSULATION 2'x P.TLICOD BUCK CORER BEAD In" GYFftM BOARD 1/4" SHIM SPACE A-14 FRENCH DOOR HEAD N.T.S. 13 14 15 16 z • 0 0 N Nq Q pN IL L m b N 0 06 IS a Y �V) 0 0 lui0Z - V) N0 O F30 D Nma uU 9 a o a 10 m L m J nN S0 ul UiV S (I �ma mW) 0 O• K ja v �w e P V) 6 Lu W 0Lu E Hz P J m� w Q LL N 3 D Z 0 Q V) Z Q 0 a o 0 o H 0 C/-)LjLJ o G Q EcS V. F LET\� O L Z AZ uc:) E mw� o w< v Feil � E" N ID MOH HVN EF1,119NO.: DATE Sheet No: of --sheets \- �' 1 2 I 3 4 I 5 6 I 8 9 10 11 I 12 I 13 I 14 I 15 re ICI I, K J H IS F n C B 3 ROOFING MANUFACTURE PRODUCT APPROVAL ATTACHMENT REMARK ALUM. STANDING SEAM PL-121512 2 SCEWS PER CLIP ENGLERT- MODEL 2000 MK SIZE/ MODEL LOCATION 0 2880 FRENCH STORAGE 00 WW SLDG GS DR FLEX ROOM 0 PR 36W FRENCH ENTRY DR 0) ® 160100 SLDG GS DR LIVING ROOM (2)2880 FRENCH WITH TRANSOM BED ROOM © W80 SLDG GS DR BMW Q 16'-0"x8'-0" CH. GARAGE lu ,u MK SIZE/ MODEL LOCATION A CX15-2L ELEV. FOYER OFFICE mB CXI5-3LLR FLEX RM G CXI5444281 L/S OCEAN RM z WITH TRANSOM p D CXI5-3" OCEAN RM On WITH TRANSOM E GXS-3Rj5 DINNING WITH TRANSOM F CNI45Aff L/S KITCHEN WITH TRANSOM m O CN146ffF L/S KITCHEN WITH TRANSOM Z H CW5 R BATHIOM 4, WIC. O I 011I5 W BEP RM 3 t BEpfrdM 4 J P4060 S MASTER BATH K CI5 L BED RM 2 L CIE, R LAUNDRY, FOYER ELV, BATH 3 AND BEDROOM 3 O GNI4 BATH RM 2 N CNI4 R MASTER BATH O +cl� 13 R MASTER BATH I6 R BED pM 2 NOTE: 0) EXIT DOOR THRESHOLD SHALL NOT BE MORE THAN M' 0 EXT, STUCCO CONCRETE BLOCK SOLID GROUT 1/2" CIA EXPANSION BOLTS AT W " O.C. 6" EMS. DOOR RECESS DOOR STOP COUNT MANUFACTURE GLASS DE51GN PRODUCT PRESSURE APPOVAL TREATED 2x6 NAILER C ANDERSEN IMPACT SEE PRODUCT APPROVAL AND SHOP DRAWINGS BY GUNNS QUALITY GLASS 4 MIRROR FL-142853 ATTACHMENT 1 (1/4" TAPCONS) DOH01-02 p ANDERSEN 3/I6" IMPACT 12-0130.13 ® ANDERSEN IMPACT FL-15444 R-3 ATTACHMENT 1 (1/4" TAPGONS) p ANDERSEN 3/I6" IMPACT 12-0130.13 ANDER5EN 3A(V IMPACT FL-142853 L — 1 0 p ANDERSEN 3/I6" IMPACT 12-0130.13 ATTACHMENT 2 (112" EXP. BOLTS) B DAB 450b l -551 FL-15311-RI ATTACHMENT 3 (1/4" TAPCONS) N.T.S. COUNT MANUFACTURE C3LA55 L)t51ILSN PRESSURE PRODUCT APPOVAL ATTACHMENT O MDERSEN IMPACT SEE PRODUCT AND SHOP GUNN'S QUALITY APPROVAL DRAWINGS BY GLASS 4 MIRROR FL-I24%J ATT 1/ IMPACT ® IMPACT T IMPACT IMPACT I� IMPACT (D IMPACT O3 ACi 02 IMPACT 0 IMPACT ® IMPACT O IMPACT ID IMPACT IMPACT IQ ) IMPACT n IMPACT TEMP. GLASS NOTES: I. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OF'ETSIING PRIOR TO CONSTRUCTION. 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS, 3. PRODUCT APPROVAL INFORMATION ( INCLUDING ATTACHMENT) IS SUPPLY BY THE MANUFACTURE ANNAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION, A-4 EXTERIOR OPENING SCHEDULE 1/4 "=i'-0" 4 5 6 DOOR - SEE SSC L SCHEDULE DOOR TRACK BY DOOR MFR. GARAGE DOOR JAMB PxP.T.FURRING ATTACHMENT I EXTERIOR DOOR ATTACHMENT 3 WINDOWS 2x4 PT. BUCK ATTATCHED WITH 2x4 FT. BUCK ATTATCHED WI7 "' 1/4" x 3-1/4" LONG TAPCON TO CONC. 1/4" x 3-1/4" LONG TAPC ,, O GONC. ATTACHED DOORS WITH 2" 12 BREW ATTACHED DOORRS 2" M2 SREW DIRECT TO BUCK AT b" FROM COMER DIRECT TO BUC b" FROM CORNER AND AT 12" AT INSIDE. AND PER AND AT 12" ASIDE. AND PER MANUFACTURES SPECIFICATION. MANUF. RES SPECIFICATION. ATTACHMENT 2 GARAGE DOOR ATTACHMENT 4 SLIDING DOOR 2xb PT. TO CONCRETE WALL W Ixb PT. BUCK ATTATCHED WITH 1/2" DIA. EXPANSION BOLT 1/4" x 3-1/4" LONG TAPCON TO CONC. 6 lb" O.C. b" EMBED ATTACHED DOORS WITH 2" 12 SREW SEE GARAGE DOO TAIL M-14 DIRECT TO BUCK AT b" FROM CORNER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. —14 OPENING ATTACHMENT N.T.S. NOTES: BACK CAULK ALL THE WOOD BUCKS (TYP) ALL EXTERIOR DOORS AND WINDOWS WITH CONTINUOUS BEAD VALKUMp SEALANT. L A CDNTSEALANfi - 5/6" GYPSUM BOARD MARBLE STOOL SEA- �R'�r ANDERSEN ON FOIL BACKED IN GROUT BED _ _ CASEMENT WINDOW �. •' ! INSULATION 1/4" SHIM SPACE CONT. SEALANT _ CONC MASONRY UNI '' •d - CONT. SEALANT STUCCO FINISH •' C. 2"x P.T.WOOD BUCK v • +: 2"x P.T.WOOD BUCK COAT, SEALANT GONER BEAD 5/8" GYPSUM BOA ON Ix P.T. flJRRING L A. .� •. 1" RAISED STUCCO ANDERSEN 5/8" GYPSUM BOARD VA S 'A/4° }! GAND REINFORCED INIWITH CASEMENT WINDOW CONT. SEALANT .. —1/4" SHIM SPACE R-42 FOIL BACKED— 4. CONCRETE TE SILL GAP INSULATION a A' ' G-10 CASEMENT WDW. HEAD G-14 CASEMENT . SILL N.T.S. N.T.S. AT CONCRETE WALL In-- GYPSUM BOARD ON FOIL ISACIQ INSULATION I"AFTAMRMG CORDER BEAD S/S" GYPSUM BOAFD 2"a P.TAVOD BUCK CONT. SEALANT 1/4" SHIM SPACE ANDERBEN CASEMENT WINDOW CONT.SEALANT STUCCO FNISH CCNCF'RTE MASONRY UNIT CCNr 3EALANIL MARBLE STOOL IN GROUT BED CONT. SEALANF VI" GYTmSUM BOARD ON INP FUR2MG RA2 FOIL BACK INSULATION ANDEPMEN FIXED GLASS SYSTEM 1/4" SHIM SPACE ramE CONTSEALANT ANDBA.CKER 2"xRTWOOD A.JA BLOCKING POURED CONCFMTE SILL•� L'STUCCO FINISH D-10 FRENCH JAMB —1 FIXED DW, SILL N.T.S. N.T.S. HEAD, JAMB SIMMILAR I V ❑ 3-3/4" 3-3/4" E /M-dLMG DOOR S MILAR I"xP.TA1RRING 12" GYPBIM BOARD BOOWEpULEE ON FOIL BACKED t MWLATION MIBH- CONCI4STE MAGOwr WI 8EE DULE� �D STUCCO FM18H SEALANT 2'x P.TJIICOD BUCK OCNT, SEALANT CORNER BEAD ANDERSEN IR" GYFe M BOAR) OR EQUAL DOOR 0". SEALANT SLOPE 1/4" SHIM SPACE 8 A. Co1NPREeall FILLER GQNGRETE BLAB Dhm-®2 A-10 FRENCH DOOR SILL A-14 FRENCH DOOR HEAD N.T.S. I N.T.S. 8 9 10 11 12 13 1 14 15 16 z• z IN Q W 10 0 < DW m 0. 0 N w V) n0 a< �0 D Nm IL U I V ( b yyy°��- j boy � a. a L m �m 0 A N r o U (V r .j J • ° '0 j h K • O P w�®® V®� V LO a O• N O IY W E a W z P J 0 I`LU w JL _ Q w x � J O m Z0 Z a D0 ® U a 0 F g /mil ® N Cs �w n Q::� a O v Ec� ■m Drawn by. MOH HVN Project No. Cadd File NO.: MENOMONEE Sheet No: of --sheets 1 1 2 3 1 4 5 no VA no 0 10 12 13 1 14 1 15 1 16 N m K H f2" TOPPING (BY G.C.) SECONDARY POUR (BY G.C.) ,r •• #4 BAR CAST IN BEAM AT 6" U.S. 4'-0" O.C., #3 BAR CONT. ^ AND #4 x 1 -6" LG BAR 3 i 2"f 3 4" BRG. fs : �- GROUTED IN CORE, ONE PER PLANK.(BY G.C.) 8" MASONRY WALL BEYOND W/REINF. (BY G.C.) I 5EGTION SCALE: 3/4" = 1'-0" OPPING .C.) SECONDARY POUR (BY G.C.)#4BAR CAST IN TOPPI6" U.S. Tt%LAP 4 -O" O.C., AND#3 BAR CONTINUOUS(BY G.C.) IES NRY WALL (BY G.C.) 2 5EGTION SCALE: 3/4" = 1'-0" Tlf 14 BAR COW. 97-9 t2" TOPPING f2" TOPPING (BY G.C.) (BY G.C.) V•! x • `.8" U.S. : ; 6" U.S. K 4" 3 i 2'f 3 BRG. - •• j LAP VARIES ' CAST W1 BEAM W/I'4 BAR C0'T, IN4" SECTION CONC. BEAM---'��• W/REINF. (BY G.C.) •� ' ° #5 BA CAST IN BEAM ATO.C., • q _0R #4 BAR CONT. AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE PER PLANK. (BY GC.) 3 SEGTION SCALE: 3/4" = 1'-0" GROUTING BUTT JOINTS (BY G.C.)t2" TOPPING f2" TOPPING (BY G.G.) ^� (BY G.C.) 41 C LAP VARIES-' U.S. 'S 3 1 2"f 3 4' STEP DOWN BEAM 4" (BY G.C.) Q_5EGT1 ON SCALE: 3/4" = 1'-0" F SECONDARY POUR (BY G.C) TOPPING G.C.) #4 BAR CAST IN BEAM AT� 3 1 2"8, 3/ S" BRG. 4 -O O.C., �3 BAR CONT. AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE•, E PER PLANK. (BY GC.) 8" MASONRY WALL W/REINF. (BY G.C.) SEGTION SCALE: 3/4" = 1'-O" D va t2" TOPPING (BY G.C.) SECONDARY POUR _ (BY G.C.) O O --- #4 BAR CAST IN TOPPING 4 -0" O.C., AND 8" U.S. #3 BAR CONTINUOUS. (BY G.C.) •:+; LAP VARIES 8" MASONRY WALL C W/REINF. (G.C.) 6 SEGTION SCALE: 3/4" = 1'-O" GROUTING BUTT JOINTS (BY G.C.) t2" TOPPING B ±1" GYPCRETE (BY G.C.) (BY G.C.) 00'DO 8" U.S. 8" U.S. LAP VARIES '.1 LAP VARIES 8" MASONRY WALL W/REINF. (G.C.) A 5EGTION SCALE: 3/4" = 1'-O" 1 2 i ME 121 G-4 1 /4 IA'4 1/4 Pp= i '-0" HOLLOW CORE SYSTEM SEE SHOP DRAWINGS ' LAYOUT AND ALL CONCRETE1DETAILS 5 7 9 NOTES VERIFY ALL MASONRY t WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION, ALL STEPS FROM MAIN FLOOR TO 5ALCONY WILL BE ADJUSTED ON FIELD 5Y BUILDER TO ACCOMODATE THE DRAIN SLOPE AND FILED CONDITION. 10 12 GROUTING BUTT JOINTS -\ (BY G.C.) t2" TOPPING (BY G.C.) 8" U.S.- .7 � 8" U.S. 3"t 1 2" BRG ..y 3"t y" BRG. #4 HOOKED BAR CAST IN B" 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.) C 5EGTION SCALE: 3/4" = 1'-O" #4 BAR CAST IN TOPPING 4 -0" O.C., AND 3 BAR CONTINUOUS. BY G.C.) t2" POUR IN PLACE 5VARIES (BY G.C.) 8 CS-il CB-11 EMa 5EGTION 0.� — SCALE: 3/4" = 1'-0" LINTEL SAFE LOADS TABLE (CAST—CRETE) MAW LENGTH OF LINTEL GRAVITY 2231 1965 1595 1217 1062 1 743 554 475 UPLIFT LATERAL LINTEL TYPE A 3'-4" 1569 1025 8U8 B 4'-0" 1363 765 8U8 C 4'-6" 1207 592 81_18 D 5'-4" 1016 411 8U8 E 5'-10" 909 340 81_18 F 7'-6" 727 424 8U8 G 9'-4" 591 326 8U8 H 10'-6" 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 STI. REMARKS GB -I 8" x 12" 2— # 5 2— # 5 — STANDARD TIE BEAM MAY POUR DOWN TO TOP OF WINDOW *ADD 2#5 C -2 8" x 16" 2— # 5 2— # 6 #3 HOOPS 0 6" O.C. C53 8" x 40" 2— # 6 2— # 6 4— # 6 #3 HOOPS 0 8" O.C. CE3-4 12" x 28" 3— # 7 3— # 7 3— # 7 #3 HOOPS 0 12" O.C. C5-5 12" x 32" 3— # 9 6— # 9 IN 2 LAYERS #4 HOOPS 0 8" O.C. ®-6 NOT USED CS-1 1 16" x 28" 4— # 7 4— # 7 2— # 7 #3 HOOPS 0 B" O.C. CB-$ 8" x 28" 2— # 5 IN2 LAYERS 2 # 5 #3 HOOPS 0 6" O.C. C5-9 8" x 12" 2— #6 2— # 6 #3 HOOPS 0 8" O.C. C _10 8" x 12" 2— #6 2— # 6 #3 HOOPS 0 3" O.C.TO 2'-0" FROM EACH END CB -II 8" x 20" 3— # 6 3— # 6 #3 HOOPS 0 6" O.C. CANTILICER BM Fc-12 8" x 24" 2— # 7 4 # 7 IN 2 LAYERS #3 HOOPS 0 6" O.C. GB-I3 8" x 24" 2— # 5 2— # 5 2— # 5 #3 HOOPS 0 12" O.C. LE_I I 8" x 8" I I 1— # 5 I PRE —CAST LINTEL I. ALL LINTELS TO BE BY CAST CRETE AND POURED SOLID W/ BLOCK AND BEAM ABOVE 13 14 15 16 0 Z H f~/lIL mImN IL Q w �m v� ° 0 z tY I N O �IL ®D NO m u U M M O m ® LO \ 0 0• V h WU Q" W 0 E E ® Z V)0 a w J Iia Q a N D 7 D Z Q D ,M Z 0 n D .� 0 o H L�^.�L,ei S5® L_Ie f (D �$ a T4 a G o w8 .a F rT1 1� � Q 4yy F•- ® C) J U-i A fn C 1� CO CD (J P'� 3 LO Q ` D C Sheet No: Vy A r of --sheets 1 2 3 4 USP TRUSS ANCHORAGE SCHEDULE OR EQUIVALENT HARDWARE PRODUCT V N - STRAP DESCRIPTION 10d NA LS U IPL P LIPS REhtARiCS A F1 LATERAL F2 A USP HTA20 (6) 10d 980# 590 660 B USP HTA20 (9) 10d 1480# 590 660 C USP HTA20 (10) 10d 1500# 590 660 D USP HTA20 (1) (10) 10d 1650# (ONE PLY) 590 660 M E USP HTA20 (2) (10) 10d 3230# 1180 1320 EACH STRAP F USP RT16 (8) 10d E.E. 1030# 645 650 G USP RT24T OR RT24TF (5) 16d E.E. 900# ADD 2-16d TOENAILS FROM TRUSS TO WOOD BEARING 500 500 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. - - E J USP USC OR EUSC (8) 10d E.E. 11150# (4) 3.4" x 6" e.b. AT BEAM - - K USP HTR16 (2) (6) 1Od 1760# 1 STRAP EA. SIDE OF TRUSS 1180 1320 L USP LUGTC2 (20) 10d 1350# (10) 10d TO TRUSSES, (8)10d TO 575 575 TO STUDS & (2) 10d TO PLATES M USP MUGT15 (20) 10d 1350# (10) 10d TO TRUSSES, (8)10d TO 3965 3965 TO STUDS & (2) 10d TO PLATES HARDWARE SHALL 5E MANUFACTURED BY USP LUMBER CONNECTORS COMPANY AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (RE: 2005 UPS CATALOG) PRRS MAY BE USED IF STRAP SIZE, GAUGE AND { [ UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED. Notes: 1. Where more than one strap is used, multiply the uplift capacity by the number Of straps. Example: I of straps 2D Mark 2xl240lbs = 24W 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 SOO 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 i to 1415 Ibs). 5. Alternative truss anchors w/ equal uplift 4lateral load capacity maybe substituted w/ engineer's approval. GABLE END TRUSS (IF APPLICABLE). SEE ROOF PLAN PROVIDE Le" SPACING AT PANEL EDGES -- N APA 40/20 3/4" PTRJSSe EXPOSURE 1, C-D PLYWOOD SHEATHING iil I///_1L111_I F (SEE P� ENG. SEE ROOF • 24" O/C ( ROOF PLAN) E D C A - PROVIDE 2x4 BL • \ �,� "�� ALL PLYUKJOD BETWEEN IST (W 71018SEa NAIL SENT w/ 10d • 4" O/C ` �� LATERAL BRACING IF EAO+1 SIDE OF SEAM �` FR#=II ED (SEE TYP. WALL SECTION) 1/16" SPACE AT NAILING SCHEDULE (BLOOCRY.G DIAPHRALd92 PANEL ENDS I EDGE NAILING Wal • 4' O.C. INTERIEDIATE NAILING 10d • 4" OZ. a 601AmR1' NAILING 10d • 4' O.C. END BLOCKING 4 CORNER NAILING Od • 4. OZ. BEHMD FASCIA BOND BEAM OR TIE BEAM (SEE TYP. WALL SECTION) }�00W r=+-40o"T'H 1.1*143s o"7T.4G+-+r'T 0 * N-T.b I A I A I 4 NOTZI II 2 1 GABLE END DIRECTION OF OR FPzTRJS OR FRAM'G.G. 24" O.C. DIAPHRAGM BOUNDRY PL > U/OOD FLOOR/ ROOF SN,FAR t�IAPHACsM SGNEDULE PANEL FRAM'G. MIN. NAIL S ACING COMMON a DIAPH BOUNDRIES 0 OTHER PANEL EDGES GRADE TRUSS SPCG. PANEL THICKNESS NAIL SIZE REMARKS ROOF APA RATED SgATHING 2'-0" 3/4" 4" a ZONE 1,2 4" 6 ZONE I UNELOCKED DIAPHRAGM MAX MIN, 4" to ZONE 3 4" a ZONE 243 10d UNfO. ON PLAN APA RATED 4G GLUE AND sCMLLED UN.O. ON PLAN 5 0 LATERAL BRACE 7 IT 15 THE 'w'I I L L�VIEI I y.. TO PFZVSNT TOPPLINSOF ' FOLLOW APPLICABLE REGOMMEWATION5 ;: i:: i- Lt1 ♦� v��. iOE5REE AW-A-E.'iF: Hl"I, Fig. 37, 35 IN THE PLANE OF THE STRUGTLIRAL � I� I• e �H� I�THE TRL65. C40NNECT � I NAIL5 IN EACH TRI)55 ROOF ONLY) ` LATERAL BRACE 2x4 BRACING TO BOTTOM CHORD W/ 2-16d NAILS TO THE TOP OF EACH TRUSS L-5 PEMANET BRACING N.T.S. 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 WIND LOADS FOR TRU55 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 = 400 LBS PARALLEL TO WALL 360 LBS I I I III I \ I I I I --l.— I I I I I I L2 OO A-5 ROOF FRAMING 1/4 $$=V-000 5 6 7 12 qua~ � ' ' e >� v� >2> ,...,'h�.. 13 14 15 16 FN U1" iAT I G F745TENEfP L ND NOTE: ALL FASTENER AND MAILING TO BE STAINLESS STEEL PNEUMATIC FASTNERS - ITW RAMSET / REDHEAD APPLICATION SIZE TYPE SPACING REMARKS MTL STRAP TO CONC. 1/4"A-3/4" TAFICOBLOCK OR TIE BEAM I.ERER ST (4) PRAP NON BRCS. WALL SILL 300 HD 5/32" DIA. SHANK SERIES PLATE TO CONC. SLAB 1/8" WASHER 12" O.C. W/HEAD W/ " R " AND KNEEWALLS 3" LONG 1524 SD LOGO STAMP METAL LATH e WIRE FA6TNER5 - PNEU-FAST CO. APPLICATION SIZE TYPE SPACING REMARKS I& GUAGE W/ 6" APART WIRE LATH MIN. 1 114" 0101 - 1 SIDE LAPS PENETRATION 9"APART 16 GUAGE W/ 6" APART SEE SF.B.c SECT. 3/8" RIB MTL- LATH MIN. 1 1i4" ° 101 - I SIDE LAPS 35023 PENETRATION V' APART 3504.2(CXbb) METAL ROOF TILES - ATLAS COLLATED NAILS APPLICATION SIZE ITYPE 15PACINGI REMARKS 010-12xl" PANCAKE GALV. PER TILE SEE F.RC. 2001 METAL ROOF HEAD WOOD SCEW OR MANFU SEC. R5053B W. *2 PHILLIP- SEALENT SSTL. I SPEC'S AND eO53fo ROOF/WALL 5HEATHING - ATLAS COLLATED NAILS APPLICATION SIZE TYPE SPACING REMARKS 3/4" ROOF SHEATHING 3" x .148" 801 SS. ROOF - 4" 5/8" LUALL SHEATHING 2 112" x .131" RING EDGES - 4" SHANK ALL ROOF / WALL SHEATHING NAILED 41, O.C. NOTES: L 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 SPEC'& 4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED, rZ� BEAM8" --- -- ---------------------- I I I I I I I I I I III I I III 1 ■ I I ■ 1 I 1 1 III 1 III ■ — W� O I 1 I I I I I I I I I III I I III a w O /OF H m 28i9 ■ EL. 4fi'-4" I I I I ` III I 1111 I I 111 126 I I I I I III \ lI I I i III ' 1 I I I I I III III I I I III ; ■ 40TES 41_1_ MASONRY FILLED CEI-L 3'-0" MAXIMUM SPACING TOP OF'BEAM TOP OF BEAM 5 TOP OF BEAM EL. 42'-8" EL. 46'-4" 1262 EL. 46'-4" B 1262 8 1 9 I 10 1 11 1 12 1 13 1 14 15 1 16 Z • 0 Z N 0 -m r� 0 0 J N®aLL U M Li �W a E m w w 7 In N � ai J p,sue- o O u pV n� 04 � ® .J ° ® •O a P K ' O Ln 01 P tiI �V) E 0 ®LU UJ E p� ® Z 3W G J al wM yZ Q LL 3� J w oc w D Z 0 0 a Z 0 a O 0 h 0 H .Q n z ss� < LL_ � Sol ® Eti S ® gg Si 6 A9 4 �c Drawn by. MOH HVN Project No. Cadd File NO.: Sheet No: 17 re', of --sheets C III 12 13 1 14 15 16 1�L L C D C LI L2 L3 NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR COI` L-4 N.T.S. TOP GONT. BARS SPLGE AT MIDSPAN ONLY AS REOV 0.30 L2 V' BAR "D" BAR OR L3 w OREATE = 030 030 030 LI LI OR L2 LI OR L2 GREATER GREATER 125 0125 3r%" METAL PLATE TOP 4 BOT. 3N811 VERT. METAL (25 ga.) STANDING SEAM METAL ROOF STUDS a 1611 O/C INSUL. AT SELECTED AREAS 4 TYP. BETWEEN COND, 4 UNCONDITIONED SPACES VERIFY w/ CONTRACTOR 1/211 GYP, BD. OR 1/211 M.R (GREEN) GYP BD. AT WET AREAS 08 FRAMING SREW FROM TRACK n TOP OF TOP IE TO STUDS TYPICAL VARIES (SEE PLAN) J"X 1 J" TAPCON a 2411 O.G. 5/e11 STUCCO ON SELF -FURRING RIB METAL LATH ON FELT OVER THE BOTTOM OF TRUSSES / W/ 2" STAPLES (MIN. Pi4" EMBED INTO INTERIOR WALLS TRUSS AT EVERY RIB m 411 O.C. TYP. (SEE FRO. 2004 SEC. R1 031p) (4 F.B.C. 2004 W/ 2006 AMENDMENTS NON BEARING WALL USP- SP6 WITH /(4) Sd—/ NAILS AT EACH LEG (OR EQUAL) Ya" STUCCO ON SELF -FURRING - METAL LATH ON FELT OVER "E" BAR APA 40/20 112/3211 EXPOSURE I PLYWOOD ( NAIL PLYWOOD TO GANT. BLOCKING + STUDS 6 4" O.C. L SPAN EDGES, b" O.C. FIELD W/ (5) 16d EA. END 0.125 0. n TOP OF TRUSS 6 LI BOTT. LI MIN 6° L21B11 BOTT. L25 BOTT. GONT. GONT. L2 GONT. MIN. "B" BAR 611 MIN BARS GANTILIVER SPAN LI , L2 L3 11 NOTE: 'D11 BARS ARE TO BE U5EP AT BOTH ENDS OF A SPAN UNLESS "D" BAR5 FROM ADJAGENT SPAN ARE GREATER OR "C" BAR5 OR 'E11 BARS ARE REQUIRED BEAM RE I NFORG I NO STIRRUP LEGEND 3l0 = •3 OPEN 3/G = #3 CLOSED N.T.5. DLTAIL 2/H = *2 HOOOP5 BEAM REINFORCING DETAIL PRE -ENG. ROOF TRUSSES a 2411 D.C. MIN. R•DLDL C:LG. INSUL. Na11 GYP BD. CLG. (2) 2x6 TOP M (SEE: POST 4 BEARING WALL CONNECTION DETAIL BELOW) - CONT_ BLOCKING BETWEEN STUDS (REQ'D a ALL SEAMS) (AND NAIL ALL EDGES) R-19 GATT INSUL. 2x6 BOTTOM fE SEE TRUSS DRAWINGS FOR NUMBER OF MEMBERS 4-5/5"+ WEDGE ANCHOR MIN. 4" EMBEDMENT INTO CONCRETE. 0 0 0 0 0 �---------- II "' 3-5/84 THRU BOLTS �� III�uuI��I BUCKET WIDTH VARRIES VERIFY W/ TRUSS DWG. FOR NO. OF MEMBER L-10 BUCKET FOR GIRDER N.T.S. 3"0 THRU 50LT6 TRUSS. CAL U.N.O.) -4 •• a -EL TOP fE w/ 144" FILLET WELD ALL AROUND T.S. COL. NOTE - VERIFY FINAL DESIGN 4 BOLT I -TOLES AND LOCATION WITH FINAL TRUSS ENGINEER G-7 TYPICAL FRAME WALL G-10 BUCKET SEAT N.T.S. AT THE TOWER N.T.S. CONTINUOUS BARS 0 EXTEND TO WITHIN 1 1/21' OF FORMS FOR BEAMS, 2" FOR FTGS 0 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 20' ACI HOOKS 0 LAP BARS 48 BARt EACH LEG. STANDARD 90° ACI HOOKS L — NOTE. AT BEAMS W/ CONC COLUMNS BELOW 4, HOOK BARS DOWN INTO COLUMNS 4 LAP 6 VERTS D-7 CORNER BEAM NTS FOOTING SIMILAR SIMPSON LTS12 STRAP NAILS TO BACK CF LEDGER WA 10d NAILS AND W/4d NAILS TO TRUSSES 2x6 LEDGER W/ }"x311 TAPCON AT V O.C. STAGGED i (TYPICAL TOP AND BOTTOM) SIMPSM 1-1.1526 W/4-10d NAILS TO TRZSES 4 4 10d NAILS — TO LEDGER A-7 LEDGER DETAIL N.T.S. AT ROOF TO CONCRETE WALL 1 2 3 4 5 6 7 1 8 ( STANDING SEAM Mi=TAL ROOF SEE ANCHOR SCHEDULE ® ROOF PLAN FOR TIE DOWNS ALUMINIUM TOP OF BEAM VARIES (SEE ROOF PLAN) 2x8 R.S. CEDAR Ix2 ROOF EDGE. CEDAR 2 DECORATE OUTLOOK SEE ELEVATION P.T. Ix3 FIRESTOP CONT. CONT. RE -BAR v TOP OF BEAM VARIES (SEE PLAN) CONC. TIE BEAM SEE BEAM SCHEDULES " STUCCO ON S" CONC. BLOCP; OVERLAP VERT DOWELS MIN. 4'-S" (SEE FOUND. PLAN FOR SIZE 4 LOCATION) FIN. GRADE —� i tN. FLR m v ELEV. 0'-011 �---� PRE-ENG. ROOF 2X6 T45. T S ES m 24" O.C. SPRAY 6" FOAM R-22. INSULATION 1 •I• P.T. Ix3 FIRESTOP CONT. 8"x12" CONC. TIE BEAM w/ 4-05 ro CONT. U R-If FOAM INSULATION R-9 MASONRY CORE FILL INSULATION NOTE: COMBINE INTERIOR INSULATION AND CONCRETE BLOCK = R-20 R-S MASONRY GORE FILL INSULATION 1j2" GYPSUM BOARD ON P.T. MTL FRAmm FURRING m 16"O.C. S" CONCRETE HOLLOW CORE �------------- 7.4 UNDERSIDE OF LOORING DECK OVER AC. SPACES WILL RECIEVE wo R-IS SPRAY FOAM INSULATION DROP CEILING HEIGHT VARIES '/2" GYPSUM BOARD ON P.T. MTL FRAMING FURRING m I6"O.C. R-II FOAM INSULATIONQ WOOD BASE <. x n GRADE BEAM CONCRETE PILING SEE PILING PLAN F14 ITTP, WALL SECTION 1 /4"=1 ' —C 36" H. STAIR RAILING W/ PICKETS AT 4" O.C. MAX. STYLE AND DESIGN AS SELECTED BY OWNER ELEV. EXISTING 2Np F OOR fOP OFOF 2ND FLR - - - - - - - — 2"xro" JOISTS AT LANDING I -\ AT 16" O.C. U IPI ` �—PROVIDE FIRE STOP AT MIDPOINT U OF EACH RUN OF STAIR MG1 2112 m 12" .0 SIMPSON LUS28 OR EQUAL AT EA. STAIR STRINGER \-2-2"XI2" LEDGER P FINISH TREAD ATTACHED T ALL W/ 5/8" x T In°GE 3/4" CDX.RISER 4 SUB TREAD ANCHORS W/ A ERs m 12" O.0 S7 RED 2x4 P.T. LEDGER BD. SECURED TO SLAB W/B" HILTI PINS OR EQUAL AT 12" C/C. NAIL STRINGER TO LEDGER W/ 16-d NAILS STAGGERED. �ELEV. PLR. F - - FNISHFLR.PLAN • s e• r • p • • •• ® • ? •, -. • • •e • n •' a •�s • us p—� '.s sp A-12 TYPICAL STAIR DETAIL v®— NTS. 9 1D 11 12 13 14 15 16 z • 0 Z N /� �i < V) LU � tx o 5� 0 <n < °6m. m�� a. 0 IL4 0 �u D Ng U M Jim r a. 1 aui L ® n - M (J2� 9O Lip* oN c ® 0 ®to K i • 0 P wP +� V o ®LU E LU uh (40 O W co w J V Q LL �F 3Q m j Z m 0 eti Z ZIL 'Clo F '0 ho ® H n G 'Ei v0 Ego A#� AV, F C) 0 -- z o OBI a g O Ono� v1 `r — C) O trT__y D a ®ate Drawn by: MOH HVN Project No. Cadd File NO.: DATE PERMIT SET 06-27-17 BUILDG DEPL 07-31-17 C Q 5 I 0 no g 10 12 13 14 15 1 16 1 1 2 TOP BARS STD. HC 36x DIpM. 1. I. FIRST STIRRUP M I I A I 'IJ_ BARS K J 3 LI L2 L3 NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR F-1 N.T.S. F E. I C B I GOP L-4 N.T.S. 35%" METAL PLATE TOP 4 BOT. 35/9" VERT. METAL (25 ga.) STANDING SEAM METAL ROOF - STUDS ® 16" O/C OVER 300 FELT, TIN TAGGED INSUL. AT SELECTED AREAS TO APA 40/20 5/8 EXPOSURE 1 4 TYP. BETWEEN CONE). 4 ATTACHMENT PER MANUFACTURE UNCONDITIONED SPACES VERIFY w/ CONTRACTOR Ill" GYP. BD. OR 1/2 " M.R. (GREEN) GYP BD. AT WET AREAS •8 FRAMING BREW FROM TRACK Il TOP OF TOP IE TO STUDS TYPICAL VARIES (SEE PLAN) "X I J" TAPGON g 24" O.C. rya" STUCCO ON SELF -FURRING 7 34" RIB METAL LATH ON FELT OVER THE BOTTOM OF TRUSSES W/ 2" STAPLES (MIN. N` EMBED INTO INTERIOR WALLS TRUSS AT EVERY RIB • OP. .C. TY (SEE FRC. 2004 SEC. R1 03b) (4 F.B.C. 2004 W/ 2006 AMENDMENTS NON BEARING WALL USP- 5P6 WITH K4) 8d NAILS AT EACH LEG (OR EQUAL) TOP GONT. BARS 5PL6E AT MIDSPAN ONLY AS REG2'D Y5° STUCCO ON SELF -FURRING - 0.30 L2 METAL LATH ON FELT OVER "G" BAR "D" BAR „E„ BAR, OR L3 APA 40/20 19/32" EXPOSURE I CREATE PLYWOOD ( NAIL PLYWOOD TO GANT. BLOCKING + STUDS e 4" O.C. u L SPAN EDGES, roll O.G. FIELD 0� LI LI OR L2 LI OR L1 W/ (5) ]rod EA. END CRATER CRATER n TOP OF TRUSS 0125 V 0125 0.125 LI BOTT. LI L2 BOTT. 0.125 BOTT. GONT. roll GONT. L2 GONT. MB IN. ��B �� BAR MIN b' BARS ARS CANTILIVER �— SPAN LI L2 L3 NOTE: "D" BAR5 ARE TO BE USED AT BOTH ENDS, OF A SA AN UNLESS "D" BARS FROM ADJACENT SPAN ARE: FiREATER OR ,G,, BAR5 OR °'-" BARS ARE REQUIRED STIRRUP LEGEND BEAM RE I NEORG I NC 3/0 = 1l °P' 3/O = uw+ CLOSED N.T.5. 2M = #2 HOOOPS BEAM REINFORCING DETAIL PRE-ENG. ROOF TRUSSES g 24" O.G. MIN. R-30 CLG. INSUL. %" GYP BD. CLG. (2) 2xro TOP iE (SEE POST 4 BEARING WALL CONNECTION DETAIL BELOW) -CONT. BLOCKING BETWEEN STUDS (R:EQ'D 9 ALL SEAMS) (AND NAIL ALL EDGES) —R-19 GATT INSUL. —lie" GYP. BD. ON 2x6 STUDS s ](o" O/C 2x6 BOTTOM P_ SEE TRUSS DRAWINGS FOR NUMBER OF MEMBERS 4-5/8" 0 wEDGE ANCHOR MIN, 4" EMBEDMENT INTO CONCRETE. 0 0 0 0 3-5/8"0 THRU BOLTS BUCKET WIDTH VARRIES VERIFY W/ TRUSS DWG, FOR NO. OF MEMBER L-10 BUCKET FOR GIRDER N.T.S. s) 2 —5H TWSS. l BOrS EAGI-I S. (TYP AL UN.O.) � p L/4" STEEL TOP R w/ 144" FILLET WELD ALL AROUND T.S, COL. ,TEE: RIFY FINAL DESIGN E BOLT HOLES D LOCATION WITH FINAL TRUSS ENGINEI G-7 TYPICAL F ALL G-10 BUCKET SEAT N.T.S. N.T.S. STANDING SEAM METAL ROOF OVER 30" FELT, TIN TAGGED TO APA 40/20 5/8 EXPOSURE I ATTACHMENT PER MANUFACTURE SEE ANCHOR SCHEDULE • ROOF PLAN FOR TIE DOUNS, COPPER PRE-ENG, ROOF 2Wb T4B. DRIP EDGE TRUSSES ® 24" 9ti. SPRAY 6" F0;l'R-20. INSULATION TOP OF BEAM VARIES 5f (SEE ROOF PLAN) 2x8 RS. CEDAR Ix2 ROOF EDGE. CEDAR P.T. ix3 FIRESTOP CONT. DECORATE OUTLOOK°" SEE ELEVATION P.T. Ix3 FIRESTOP CONT. CONT. RE -BAR TOP OF BEAM VARIES (SEE PLAN) CONC. TIE BEAM SEE BEAM SCHEDULES %" STUCCO ON 8" CONC. BLOCK OVERLAP VERT DOWELS MIN. 4'-8" (SEE FOUND. PLAN FOR SIZE 4 LOCATION) 1 1/2" RECESS FIN. GRADE FIN FLR • � ELEVr— m'-roll _611AV CONC. TIE BEAM w/ 4-05 o CONT. UNTO. -R-10 FOAM INSULATION -R-9 MASONRY CORE FILL INSULATION 'NOTE: COMBINE INTERIOR INSULATIO1 AND CONCRETE BLOCK " R-19 GYPSUM BOARD - ON P.T. Ix FURRING o 24"O.C. -8" CONCRETE HOLLOW CORE DROP CEILING HEIGHT VARIES ems" GYPSUM BOARD ON P.T. Ix FURRING • 16" OC. WOOD BASE FRANGIBLE SLAB ON GRADE WITH FIBER MESH JOINT SLAB TO BREAK UP INTO 5' SQUARE MAXIMUM SEGMENTS. (SEE TYPICAL SLAB NOTE SHT A-32) x a• xx, xx a. x e, L_ x GRADE BEAM CONCRETE PILING SEE PILING PLAN F14 TYP. WALL SECTION CONTINUOUS BARS 0 EXTEND t0 ®'- WITHIN I In" OF FORMS FOR BEAMS, 1/4 81 = i I-0" 2" FOR FTGS 0 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 30- ACI HOOKS 0 LAP BARS 48 BAR EACH LEG. STANDARD'50- ACI HOOKS fi Q — - 3ro" H. STAIR RAILING W/ PICKETS X STYLE AND DESIGN AS SELECTED 5Y OWNER NOTE: AT BEAMS W/ CONC COLUMNS BELOW m HOOK BARS DOWN INTO ELEv. EXISTING _ _ - - 2ND F OR - - _ _ COLUMNS 4 LAP IDVERTS TOP OF 2ND FLR. -7 CORNER BEAM 2"xro" JOISTS AT LANDING 1 At 16" O,C, NTS FOOTING SIMILAR PROVIDE FIRE STOP ATM[ POINT OF EACH RUN OF STAIR Pis I 2112 9 12" .0 SIMPSON LU525 OR 51MP50N LTSI2 STRAP NAILS EQUAL AT EA -STAIR TO BACK OF LEDGER W/4 10d NAILS STRINGER AND W/4d NAILS TO TR.ISSES 2x6 LEDGER W/ }"xY TAPCON ATTACHEDD�q WWR4LL w/ ill FINISH TREAD AT 6" O.C. STAGGED 5/8" x T In" LI DGE 3/4" CDX.RISER 4 SUB TREAD (TYPICAL TOP AND BOTTOM) ANCHORS W/ A HE e 12" O.0 ST RED 2x4 P.T. LEDGER BD. SECURED TO SLAB W/3" HILTI PINS OR EQUAL AT 12" C/C. NAIL STRINGER TO LEDGER W/ 16-6 NAILS STAGGERED. FINISH FLR.PLAN ° e r•o ► s ®o es�. a > rd •o s >. �'wsss:-">_�'a ®� SIMPSON LUS26 W/4-10d NAILS TO TRUSSES 4 4 10d NAILS TO LEDGER A-7 LEDGER DETAIL A-1 2 TYPICAL STAIR DETAIL N.T.S. AT ROOF TO CONCRETE WALL NTS. 5 6 7 8 9 10 11 12 13 14 15 16 Z• 0' N ,a xf h x"1 W N F Q W 4� I p 0 om 02 0 9p 1� 0 D M0 a. No a U U, M t a no N m ,5 N a 0 M 0 • p 01 * nin in r/ E a V) Ul E W K Z 01 J ^ w n V Q a N Q1 _J 3 j zm a 0 Z z o f s,' 0 o �S O e -"Ez jig E`S "a �01< 1 W0 ei z E O P®1 W v~i O T O ~ N ^ 3 �c [ U D Drawn by. MOH HYN Project No. Cadd File NO.: r Sheet No: ,� ]• , A " of --sheets 2 3 5 ri 0 �[7 12 13 15 16 N ul L K J I� I�1 MIN "=1 ' —0" 1 /4 A-1 Ora= V-0" 2 FIRST LEVEL ABV. FIRE PLACE 1FF %F F ELECTRICAL LEGEND g ELECTRIC METER 0 ELECTRIC PANEL A/C DISCONNECT ® 240 VOLT RECEPTACLE Ja DUPLEX OUTLET 4;r DUPLEX OUTLET - HALF SWITCHED Wf• WEATHER PROOF DUPLEX OUTLET GF.G.I. Q TELEPHONE JACK U TELEVISION JACK O CENTRAL VAC. HOSE OUTLET 4.4 WALL SWITCH 4.4' 3-WAY WALL SWITCH b4• 4-WAY WALL SWITCH so" DIMMER WALL SWITCH Ql PUSH BUTTON SWITCH -(� YYl WALL OR CLG. MOUNTED FIXTURE J. BOX JUNCTION SOX 1' PULL CORD FIXTURE ® RECESSED LIGHT FIXTURE v.P. ® vAPOR PROOF RECESSED FIXTURE F-� FLOUIRESCENT LIGHT FIXTURE FLOOD LIGHTS ® EXHAUST FAN C CASON MONOXIDE DETECTOR 4 SMOKE DETECTOR COMBO OT THERMOSTAT !T SPRINKLER TIMER INTERCOM ® SECURITY SYSTEM KEYPAD �Y I MOTION DETECTOR O CHIME DOOR ALARM SOUND WHEN OPINED -ELECTRICAL CONTRACTOR SHALL VERIFY WITH F104L THE LOCATION SERVICE AND SHALL LOCATE THE METER t PANEL AS REQUIRED. -ALL ELECTRICAL WORK TO CONFORM TO THE 2011 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 GAT-5 HIGH SPEED DATA OUTLETS- ONLY PER OWNER REQUEST) -ALL BATHROOM AND GARAGE OUTLETS TO BE GRC.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 BE ARC -FAULT PROTECTED (NEC 210-12(5) -ELECTRICAL CONTRACTOR TO CONFORM WITH TELEPHONE CO. REQUIREMENTS FOR TELEPHONE EQUIPMENT INSTALLATION. -GO-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 NEC210B2 ALL 125 VOLTS 15 d 20 AMP. RECEPTACLE O Z �N 1 �Q W i 0 O ` oW ni m v a ® 36 ej I'- N ~ ZO O a N® ii U. VA 10 m M g O N � it V®a a L10 0 ° o 01 R wm o V P In O UJ W E F LU Ic Z Z P W 0 M > M yQ8 Q LL F 3 a �w D Z m 0 Z a o f �O �0 0 o f�rTy`j w p J LLJ /� N :E ^ c� oZD ^ 3 Drawn by. MOH HVN Project No. Cadd File NO.: L J N G E D G 8 9 10 12 13 14 15 ON of --sheets 1 12 I 3 4 I 5 6 I 8 1 9 10 1 11 12 13 1 14 1 15 1 16 N 5 L K J H m F E D C Q A ELECTRICAL LEGEND g ELECTRIC METER 0 ELECTRIC PANEL O1 A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED W-P- GF.C.I. WEATHER PROOF DUPLEX OUTLET Q TELEPHONE JACK r TELEVISION JACK OV CENTRAL VAC. HOSE OUTLET 44 WALL SWITCH 4401 3-WAY WALL SWITCH 44" 4-WAY WALL SWITCH 44P DIMMER WALL SWITCH Q1 PUSH BUTTON SWITCH -( }- WALL OR CLG. MOUNTED FIXTURE 7T EXTERIOR WALL MOUNTED FIXTURE J. E OX 1 {T} JUNCTION SOX PG. 1 PULL CORD FIXTURE ® RECESSED LIGHT FIXTURE Y.P. ® VAPOR PROOF RECESSED FIXTURE I-•-{ FLOURESCENT LIGHT FIXTURE FLOOD LIGHTS O EXHAUST PAN O SMOKE DETECTOR OT THERMOSTAT ® SPRINKLEI4 TIMER INTERCOM ® SECURITY SYSTEM KEYPAD MOTION DETECTOR 0 CHIME CABON MONOXIDE DETECTOR AND SMOKE DETECTOR COMBO TYPE SQ ,D, LOAD CENTER MAIN BUS 200 AMPS SERVICE 120 / 240 10 3W NEUTRAL FULL MOUNTING FLUSH MAINS M.L.O. POLES: 40 A.I.C. 10,000 ELECTRICAL PANEL 'A' BRKR WIRE LOAD (W.) DESCRIPTION CKT.0 CKT.0 DESCRIPTION LOAD (W.) WIRE BRKR. 40/2 08 1,500 AAU 01 W/ HEATSTRIP 1 2 AC. COMPRESSOR M N0 /C M8 30/2 3 4 20/2 010 1200 INLINE WATER HEATER (GAS) 5 6 OVEN 5000 % 40/2 5 20/2 0I0 1200 COOKTOP (GAS) 9 10 WATER HEATER 4500 ry0 25/2 12 20/2 010 2500 DRYER 13 14 SUB-PNL B 12225 % 60/2 15 16 20A 012 1200 WASHER 11 15 IRRIGATION PUMP 3500 012 25/2 20A 012 1200 JACCUZI PUMP 19 20 20A 012 O LAUNDRY LIGHTS 21 22 GP.]. RECEPT. � 014 20/1 20A 012 0 GF.C.I. RECEPT. BATHROOMS 23 24 EXTERIOR LIGHTS 20/1 412 GF.I. RECEPT. OUTSIDE 25 26 DRYER 2500 010 20/2 20/1 •12 GF.I. RECEPT. OUTSIDE 21 28 20/1 012 1200 WASHER 29 30 SPARE 20A 012 SPAN 31 32 SPACE 1E SPACE 3.1 38 i 39 40 NOTES: N/C = NON CONCURENT A/C LOADS TYPE SQ ,D, LOAD CENTER SERVICE 120 / 240 IV 3W MOUNTING FLUSH POLES: 40 MAIN 5US 6C AMPS NEUTRAL FULL MAINS ML.O. A.I.C. 10000 SUB - PANEL B (GENERATOR OPTIONAL) BRKR. WIRE LOAD (WJ DESCRIPTION CKT.0 CKT.0 DESCRIPTION LOAD (W.) WIRE BRKR 20/1 012 O2 GP.I. RECEPT. GARAGE 1 2 GP;C.I. RECEPT. BATHROOMS O2 012 20/1 15/I 014 M. BEDROOM 3 4 DEN / GUEST 014 15/1 M. BEDROOM 5 6 DEN/ GUEST M. BATH LIGHTS 1 8 BEDROOM °2 M. BATH LIGHTS g 10 BEDROOM 03 KITCHEN LIGHTS II 12 LIVING ROOM 20/1 012 1200 REFRIGERATOR 13 14 LIVING ROOM 20/1 •12 1200 DISHWASHER I5 I6 DISPOSAL 1200 h2 20/I 20/1 012 1200 GARAGE DOOR OPENER 11 18 MICROWAVE 1200 "12 30/I 20/1 012 SPAN 19 20 SPARE 40/208 1,500 A.H.0 02 W/ HEATSTRIP 21 22 AC, COMPRESSOR •1 N//C0 08 30/2 23 24 SPACE 25 26 SPACE 21 28 29 30 10 ALL BEDROOM CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(5) Qz GEN LIGHTING ( --- SF m 3W/SF) = 11058 W. (GEN LIGHTING INCLUDING GARAGE, PATIO AND BALCONY) LOAD CALCULATIONS ISt 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 DK200 MAIN COMBO coMBo M O 200 NEUTRAL 3 El M AHU. M � 4 AMP s IRS, �CSU1P. RYE 6 T a METER MAIN FEED THROUGH LUGS BLANK BLANK I® FILTER Z • Z 0 �N v F- ((1 I N N 0 a W ® ��Io N ._.'coo 0 °W d 0 w®Q3o a0 _< 0 �u Nm d4 U vk a o O LL N ® w ' 4, j N r o F M 3O p # C N wv�ma ® ®L K 3 U O L o V 7 P r®0 E QLU W E 11.1 P W J wM Q LL ?N ss F npi W W 0 j Z 0 a Z Z a ° F �0 �o H ry $ CD Q JLL_ S5gr Sit �E LLJ Ec §� L JJ S� C Cq€ h `o V F ® - 3-1650 240 V. = 156.9amp. H E 2% W/ 108 NEUTRAL IN 11�� 3/4" P.V.C. (n 200 100 z ,AMP AMP 3 PNL 5U8 A PNL 22000 A I C A.I.G. 10,000 UNDERGROUND TO FPaL TIE-IN LOCATION 04 COPPER GROUND TO 5/8x8' GROUND ROD a COLD WATER PIPE s FOUND. STEEL NOTE ALL FIXTURES IN CLOSETS TO COMPL'1' W/ NEC 410-8 A-1 THIRD LEVEL G14 GENERAL NOTES 1 4"=1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 m C A I N A L I H G F C a ■ ►�� p1111110�!CI111111 I'13 _ ■.'I m p I ova :. - u ❑IIIIiI❑ 1 � '� 01/1111a1110 I13 IiI 0 - _ 13 f� I i — ►.. _ . , p III, p ,:� ��� ���IIIIIIIIIIIIIIII� _ own Li O ❑ m _�� o �I C p \ d / I-� 13 — ❑ ❑ BEDRIA g' o { ,.� ❑L 11111111011111111110NI�❑1� 0 � p1111117-1 111113i ---- 1p1111101111110 3rd LEVEE T-4° E 2n d LEVEE 10 I 11 I 12 FIRST LEVEL = 1012 SF. SECOND LEVEL = 1641 SF r THIRD LEVEL = 1501 SF. TOTAL UNDER AIR 4166SF. COVERED ENTRY = 131 F. BEACH TERRACE = 361 SF. BALCONY = 528 SF. GARAGE. = 5215F. TOTAL UNDER ROOF 51n SF 13 14 IN. Ist LEVEE 16 Sheet No: of --sheets C BEAR @ 421_8" WALL - Truss Load Alert Box _ _-- -- Truss I.D. * NOTE: ALL TRUSS TO WALL;ANDIOR TRUSS To LEDGER CONNECTIONS BY BUILDER _ -o a (6 M- Gravity (> 5,000#) / Uplift (> - 1,000#) (UNLESS NOTED OTHERWISE) Horizontal (> 350#) * ' d to NOTE: .o ALL CEILING DROPS BELOW BEAM ARE = o BY BUILDER (UNLESS NOTED OTHERWISE) * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW e a z i z 6° TRUSS E.D. AND TRUSS LOCATION OVISY. a E o a= a THE BUILDING DESIGNER IS REPSONSIBLE FOR THE = v = ._ 5 6" { w r _ -- STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. a ` ` a - - .-... . 6/12 LOWER _ _o = a o �u v t?u r ROOF REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS �I ciFOR GRAVITY AND UPLIFT LOADS. to FOR BRACING & ERECTION DETAILS REFER -1 Y/ v C36 „ o 0 0 M m b TO BCSI-03 AND/OR ENGINEER OF RECORD „ _ a C�� R 7 _ SD01 TC DROPPED FOR 56 2X4 OUTLOOKERS ? - o w o a s . I MG01 REPRESENTS THE LEFT SIDE OF W e A It -- a v � <, VM2 ��� Jz a m = c = EACH TRUSS DRAWING 6 4° ^ 6Z 0' E �� VERIFY BOSTON } ROOF PLANE PER A51,' j .c E m �i v II wz ---- _ HIP SET BACK (A', (JUS24 !H THD46 - _ / �/ - _ v to i NOT A5.3 r C \�-.LirV..l_l.J�.•.J�1-.VcLJ to o Bp}JUS26 tJ,'MSH422 SR i' Jz � of O � N a Q y E H C G C Y -_— MUS26THD26GIi --- CONFIRM BEAM \ THDH28-2 T HD28s i I f r. z HEIGHTS E, THD26 2 BOTTOM OF DBL K ta�1 .':> 76 N E a _� (Fi'THD28-2 �Ni Vi mom=moo o� LEIiGERQ31 4 30 J yT { G IJ P X � as -� � U546 `- HANGER BY BUILDER BBBi BEAM # J56 , BB, II M BY BUILDER y s 9 0 c\� * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON g �a t "4 CJ36 TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 o o a 3 s f \•c716 ( STRAP (BY OTHERS) UNLESS NOTED OTHERWISE _ = a= (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) asi LOADING ROOF FLOOR WIND LOAD j a LIVE LOAD 20 0 ASCE 7-10 Ro ao d�o�==ooL; U DEAD LOAD 16 0 180 MPH EXP D' „ Q L O a to a1 tT _ a 'a I LIVE LOAD 10 0 CATEGORY 11 a_ a E a Q o,> O m DEAD LOAD 10 0 ENCLOSED Lm-od „aa a8 ,- ---- 31aTOTAL LOAD o0 FBC-2014 2ND FLOOR ROOF _ a _ o to Z DURATION FACTOR 1.25 0 TPI - 2007 0 o N * REV: DATE BY REMARKS a a i -v N El= N s a- � I o I r d O O T Ro Ro F „ — o It is understood that above a _v a — Ro conditions have been reviewed APPROVED = a = o v — & are acceptable for the ^: „ o o,. 0 3 E d APPROVED AS NOTED „ o E a o fabrication at trusses; E „ a o,�sai e _ elevations, pitches, overhangs o a a :E _ a REVISE AND RESUBMIT - �� _� am � fascias,ceiling elevations/pitches, bearing a a REJECTED e N conditions & all detail pertaining u d a tjW to this truss placement Ian No = ❑ a s 3 _ d �' r ZND FLOOR DETAIL back charges will be accepted DATE g F� -, 46'4' BEARINGg= � ) A without previous written = o a a s I 12" RECESS I OVERFRAME BY BUILDER I � FRAME DOiNN BY BUILDER I HEIGHT VARIES SEE LED I � GER, I PLEASE VERIFY 11 6 3/8Il G V PLEASE approval from an A-1 Roof QO �. „ - G C a i a) Trusses representative. REVIEWED BY Q a to` o F PLAN DATE ARCH: -/ /—^ 'STRUCT: a I CUSTOMER COASTAL C& D a d a = a -.......:...-.-....... ...........:.. ............ R.O! 2,72� v Elc JOB NAME MEDfNA RESIDENCE „ to OPTION(S) COMMNTY .. / LOT v .#. o = a CITY PORT SAINT LUCIE COUNTY SAINT LUCIE BLDG BLDG = o a o o d _ TYPE # o o d r o a 3 o v f to of V FIRM AL J CL U E A EAS 3RD FLOOR DETAIL JOB # 69329 MASTER E a a a o s o VERIFY SOME CORNER JACKS AND VALLEYS ARE 2X4 FOR DEPTH O O a �4�gi94H®FBtf�� '°tCti fi x SCALE a.� DR AWN; c a= .�- N%q T . T ° � DATE 08/20/2017 - -- d to a N • ° 0 F, DI Ball 5 rod' AnthonyT. T W +a- ` s 9 Y 5 Y ®mbo III '° t: , DNl cN-•Ah"ny T. Tnmbn. nl1 . SZ N.T.S.. e° °+✓ x kT l Aohony �plpfio@whengineeFln .n _� Z t pp. OAT-0tbo fIIP b#41Eny9iyne�eri/ng,.L-Fon _ e o. a e� «, na A't :Plmufr, SY hu'-n'tlds a ` * e i #38a3on ap823 d.thho't a„.3' FLOOR , 0 ez t9 v s °'. o OR n a s -1 .?,s >>v oo Q v o _a v o 0 i'.i�f� t i..:i:. 4-...t, �EMR,t�?..: 3002 Ro FASCIA 341 it _ 6 HIP LINE 157 r, -TRUSSESv o Q o = o c {�L��y T��yT�� �.[ VALLEY LINE 31 e AFLORIDACORPORATION d a_ u3iJiC1a']11 T 'SHEETING AREAIAt N.T VAtLE" TRUSSES RNO Ph 772-4 VI9-t O:1 ( Fax 772-4 V9^ 1 V 5 ` "a- a- .`.- a E 3 z: WASTE MgTE91gl NOT MCEUDED (.,µ // .{ 3B BC A22100 IDD 00 OG 4C 1287 D14, BLOR TO VERIFY CALCULATIONS http.,Iwww.a.(trusss.Ciom