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HomeMy WebLinkAboutBuilding PlansRESIDENCE I m SITE 37 WATERSONG, ST. LUCIE COUNTY, FLORIDA THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING CONDITIONS 41 THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND (1 NATIONAL BUILDING CODES AND ORDINANCES. WIND LOADS CALCULATED N PER ASCE 7-10, FOR WIND LOAD OF 170MPH, EXPOSURE "D" K tv THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL T NOT BE RESPO NSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, UES , SEQUENCES OR PROCEDURES, OR SAFETY PR ECAUTIONS ONS AND PROGRAMS I 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 • OR TO ARCHITECT PRIOR THE ARC SHALL BE BROUGHT TO THE ATTENTION OF PROCEEDING WITH THE WORK - DO NOT SCALE DRAWINGS FOR DIMENSIONS FOUNDATION NOTES TOP OF TYPICAL FLOOR SLAB (+0'-0") SHALL BE A MIN. OF 18" ABO VE CROWN OF ROAD SOILS SHALL BE TREATED FOR TERMITES PRIOR TO PLACEMENT OF CONCRETE. MATERIALS AND INSTALLATION MUST COMPLY W/ ALL GOVERNING CODES AND REGULATIONS. PROVIDE 2 YEARS RE -TREATMENT WARRANTY., CONCRETE SLABS AS REQUIRED FOR MECHANICAL EQUIPMENT VERIFY EXACT SIZE AND LOCATIONS W/ CONTRACTOR CONCRETE NOTES: CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 4000 PSI, FOR BEAMS AND COLUMNS UNLESS OTHERWISE NOTED. CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS. ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE E APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS CHECK ALL DRAWNGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS FLOOR SAFES, PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC. CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: FOOTINGS 3" CUR. BOTTOM AND SIDES, 2" CUR. TOP C WALLS 2" CUR. OUTSIDE FACE, 1 1/2" CUR INSIDE FACE. SLABS 3/4" CUR. BEAMS 1-1/2" CUR TO STIRRUPS COLUMNS 1 -1/2" CUR. TO TIES ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL C CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318, LATEST EDITION". ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP -SPLICED 36 BAR DIA. OR 1'-6" MINIMUM WHICHEVER IS GREATER (EXCEPT AS NOTED ON DRAWINGS). ALL BARS AT END OF CONT. FTG'S, BEAMS OR CONT, HORIZ, ELEMENTS SHALL BE CONTINUED TO FAR SIDE OF INTERSECTING ELEMENTS. Ei 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. CONSTRUCTION NOTES AND SPECIFICATIONS MASONRY NOTES: ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY UNITS & A MINIMUM TYPE M REINFORCING BARS TO COMPLY WITH ASTM A 615, GRADE 60. ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASONRY HAS BEEN LAYED UP SUCH THAT THE CONCRETE IS INTERLOCKED WTH THE MASONRY. P ADEQUATE BRACING OF ALL THE CONTRACTOR SH ALL PROVIDE AND BE RESPONSIBLE FOR ADEQUA 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 OTHER SE. EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120 FEET BUT NOT GREATER THAN 150 FEET Q.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 WTHOUT EXCEPTION. THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND CENTERED IN THE WALL. GROUT WALLS IN 8' LIFTS MAX. PROVIDE FILLED CELLS AT ALL GIRDER TRUSS BEARING LOCATION. COORDINATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS. MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2014 FOR ENGINEERED MASONRY DESIGN, CHAPTERS 1 THROUGH 3 OF ACI 530/ASCE - I'm PSI 1500 FOR MASONRY - P 8Y REGISTERED PROFESSIONAL GROUTED MASONRY TO BE FULLY INSPECTED 3000 FOR MORTAR. GRO LL 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 TH E SAME FREQUENCY AS REQUIRED TO EVALUATE MASONRY SAMPLES. SEE DETAILS FOR CORNER AND INTERSECTIONS. SEE DETAILS'FORMWRTICAL STEEL AT FOUNDATIONS AND BEAMS PROVIDE LADDER TYPE JOIM REINFORCEMENT EVERY 2ND COURSE VERIFY WINDOW AND DOOR ROUGH OPENINGS W/ WINDOW AND DOOR MANUFACTURER. FRAMING: TOP REV. 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 PROVDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, GIRDER TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS SHALL BE SECURELY SPIKED TOGETHER. ALL WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ed.) ALL METAL FRAMING AT CEILING AND WALLS TO BE SECURED TO CONCRETE AND MASONRY AT V-0" MINIMUM. COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. EACH PIECE OF LUMBER SHALL BE GRADE MARKED BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARDS COMMITTEE. PRESSURE TREAT ITEMS IN CONTACT WITH ROOFING, FLASHING, WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' ASSOCIATION FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. COMPLY WITH AWPA STANDARD M4 FOR TREATED LUMBER CUT AND OR DRILLED AFTER PRESSURE TREATMENT. PROVIDE 3 - 2 x 4 (MIN.) POST NAILED TOGETHER W/ 16d NAILS ® 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 FOLLOWNG ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 170 MPH WNDLOAD ALL TRUSSES AND ROOF FRAMING TOP & BOTTOM CHORD SHALL BE 2x6 MINIMUM. ALL TRUSSES SHALL BE FREE OF MOLD, TERMITE AND ANY OTHERS WOOD EATING ORGANISM. 10 11 12 1 13 14 1 15 1 16 R301.2(1) CLIMATIC & EEOGRAP�IIC DESIGN CRITERIA WIND DE51GN SEISMIC DE51GN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE BARRIER UNDERLAYMENT REQUIRED FLOOD HAZARDS AIR FREEING INDEX( SPEED MPH. I TOPOGRAPHIC EFFECTS WEATHERING FROST LINE DEPTH TERMITE 110 MPH. EXPOSURE "D" NA NEGILIGBLE NA. VERY HEAVY 40 DEGREE NA. ZONE AE.1D NA. ARCHITECTURAL OR GOVERNIN G REQUIREMENTS. THE ROOF TRUSS DE IS SIGN BUILDING CODE Q TO BE COMPLETE WITH ALL TEMPORARY AND PERMANENT BRACING, BRIDGING, ATTACHMENTS, AND ANCHORAGE FOR FINAL INSTALLATION. 4, ,q 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 STEREO ENGINEER , TO THE ARCH ITECT! OF RECORD FOR SEALED Y FLORIDA REGISTERED , AND, SE B REVIEW AND APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE, TO INDICATE ALL POINTS OF LOADING ALONG WITH ASSOCIATED REACTIONS. THE DRAWINGS ARE ALSO TO CLEARLY INDICATE WORK AND MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE WORK AND MATERIALS REQUIRED FROM THE SUBCONTRACTOR, FIRESTOPS PROVIDE FIRESTOPS PER CHAPTER 5. FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) 1. PROVIDE FIRESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTITIONS AT CEILING AND FLOOR LEVELS AND SHALL BE SO PLACES THAT THE MAXIMUM DIMENSION OF ANY CONCEALED SPACE IS NOT OVER EIGHT FEET. 2. PROVIDE FIRESTOPS AROUND THE TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. 3. PROVIDE FIRESTOPS BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH RUN, AT THE TOP 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. UILDIN CODE- RESIDENTIAL 20 14 5th ED. 6. CONCEALED ATTIC SPACES SHALL BE AS PER FLORIDA 8 G( ) 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. F' �G - REQUIREMENTS ON WINDOW AND DOOR FRAMES, ROOF ASSEMBLIES, " WALL ASSEMBLIES (SHEATHING, FURRING, LATH, SILL PLATES), ROOF SHEATHING NOTES: ALL ROOF SHEATHING TO BE 3/4" THICK COX PLYWOOD SHEATHING, INSTALL WITH THE LONG DIM. OF PANEL ACROSS SUPPOIRTS WITH THE PANEL CONTINUOUS OVER OVER TWO OR MORE SPANS. PROVIDE EDGE SUPPORT BY MEANS OF TRUSSES, RAFTERS, PANEL CUPS OR LUMBER BACKING, ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISERECOMMENDEDBY PANEL MANUFACTURER PLANTER WATERPROOFING: APPLY "THOROSEAL FOUNDATION COATING" WATERPROOFING TO INTERIOR FACE OF PLANTERS WHERE PLANTER GRADE IS HIGHER THAN FINISH FLOOR OR EXTERIOR GRADE. INSULATION ATTIC INSULATION SHALL BE SRAY ICYNENE.MINIMUM R-22 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATIO N SHALL BE IN ACCORDANCE WTH SECTION R302.10 OF FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) DOOR AND WINDOW NOTES: ALL GLASS IN FRENCH DOORS, SLIDING GLASS DOORS, SIDE LITES AND SHOWER/TUB ENCLOSURES SHALL BE TEMPERED. GLASS IN WINDOWS WTHIN 5 FT. OF SHOWERS OR TUBS SHALL BE TEMPERED. ALL TEMP. GLASS SHALL MEET THE REQ'MTS. OF. FLORIDA BUILDING CODE RESIDENTIAL 2014 (5th ED) CATEGORY I - 150 LB. IMPACT TEST CATEGORY II - 400 LB. IMPACT TEST VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WDWS. SPECIFIED BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS 20" IN WIDTH, 24" IN HEIGHT, 5,7 SQ. FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISH FLOOR AS REQUIRE BY THE FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) FINISH NOTES; FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALLS AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R302.9 OF 2014 F.B.C. RESIDENTIAL (5th EDITION) MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 SQ. FT. BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS PER STANDARD STANDARD BUILDING CODES. USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OTHER WET AREAS. TILE, CARPET FINISH SELECTED BY OWNER. ABREVI, TIONS ABV. ABOVE LAM. LAMINATE ACOUS. ACOUSTICAL LAV. LAVATORY AC. AIR CONDITIONING L.B. LABLE ADJ. ADJUSTABLE LH LEFT HAND' AFF ABOVE FINISH FLOOR LTG LIGHTING AHU AIR HANDLING UNIT LOC. LOCATION ALUM. ALUMINUM L.W. LIGHT WEIGHT ALT. ALTERNATE M.O. MASONRY OPENING ANOD. ANODIZED MFTR. MANUFACTURER ANN. ANNUNCIATOR MAS. MASONRY AP ACCE�S PANEL MAT. MATERIAL APPROX. APPR MAX. MAXIMUM XIM TE AA ARCH. ARCHITECT�URAL) MECH. MECHANICAL MTL. METAL B BOARD MIN. MINIMUM ACESMISCELLANEOUS TH F DD BOTH MISC. BF` �N H�DG. BBLII)LCQIPI G MTD. MOUNTED B'KG. BBLOCCKKING MUL. MULLION N.LC. NOT IN CONTRACT B.AM BOT. BOTTOM N.T.S. NOT TO SCALE B/O BOTTOM OF NO., NUMBER CAB. ' CABINET O.C. ON CENTER CPT. CARPET O.D. OUTSIDE DIAMETER CI CAULK RON 0.F.C.I. OWNER FURNISH/ CONTRACTOR INSTALL C-C CENTER TO CENTER OFF. OFFICE CEM. CEMENT OH, OVE HEAD CER. CERAMIC OPNG. 01'ENING CERAMICCT TILE CLG. CEILING OPP. OPPOSITE CL CENTER LINE PL. PLATE PLAS. PLASTER CLR CLEAR OSET PLYWD. PLYWOOD PLAM. PLASTIC LAMINATED CJT. CONTROL JOINT PR. PAIR CMU CONCRETE MASONRY PRCST. P&WD VER SQUARE FOOT UNIT P.S.F. POUNDS PER SQUARE INCH CONST. CONSTRUCTION P.S.I. CON. JT. CONSTRUCTION JOINT P.T. PRESSURE TREATED COL. COLUMN PNL . PANEL COMB. COMBINATION CONC. CON ETE RAD. RADIUS CONN. CON CTION RADN RADIATOR, RADIATION CONT. CON UOUS R. RISER CONTR. CO N ACTOR REINF. REINFORCE CTSK. Cog ERSUNK REVS. REVERSED CFL Cou ERFLASHING RH. RIGHT HAND S. COUR CR REQD. REQUIRED RM. ROOM DP. DAMPROOFING R.O. ROUGH OPENING DECOR. DECORATIVE S.C. SOLID CORE DIA. DIAMH�ER SCHD. SCHEDULE DIAL. DIAG AL SEAL. SEALANT DIM. EDIFF N ERN SERV. ICE SEC. SECTION S SHET (H. SHEATING DR. DBL. DOU M. SIMILAR D.F. D0UC AS FIR S.0 SHUT -OFF DN. DOWN SL SLIDING D.S. DOWN SPOUT S. NSOUTH DWG. DRAWING SPEC. SPECIFICATION D. DRAIN SQ. SQUARE S.F. SQUARE FOOT EA. EAC SST. STAINLESS STEEL E. EASY STD. STANDARD EMER. EMERGENCY STL. STEEL ENG. ENGINEERING STOR. STORAGE EL. ELEVATION STIR. STRUCTURAL ELEC. ELECTRICAL SUS. SUSPENDED AL EQUIP. EQU PMENT ` SW: SWITCH E EST. ESTIMATE(D) SYM. SYMMETRICAL EXH. EXHAUST EXP. EXPANSION T.C. TOP OF CURB EXT. EXTERIOR TEL. TELEPHONE EXIST. EXISTING TEMP TEMPERED E.J. EXPANSION JOINT TONGUE AND GROOVE OF C'NISH T&B TOP & BOTTOM MEAN ANNUAL TEMP NA. SYMBOLS DETAIL REFERENCE 2 DETAIL NUMBER A-2 SHEET NUMBER 9 ELEVATION NUMBER ELEVATION REFERENCE a SHEET NUMBER D SECTION NUMBER SECTIONREFERENCESHEET NUMBER ROOM REFERENCE O2 ROOM NUMBER DOOR REFERENCE DOOR NUMBER WINDOW REFERENCE WINDOW NUMBER NOTE REFERENCE l '_J REFERENCE NUMBER REVISION REFERENCE -q REVISEp 00/00/00 CODE INFORMATION FLORIDA BUILDING CODE, EDITION2011 (5th EDITION) FLORIDA 5UILDING CODE- RESIDENTIAL 2011 EDITION. NATIONAL ELECTRICAL CODE - APPLICABLE EDITION AND ALL OTHER RaLEB, REGULATIONS, AND CODES HAVING JURISDICTION OCCUPANCY GROUP: GROUP R-3, SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE a TYPE V, BUILDING DESIGNED A& ENCLOSED BUILDING HEIGHT: LESS THAN 60'-O" MEAN ROOF HEIGHT: 30'-5 1/2" BUILDING EXPOSURE: " D" WIND PRESSURE SPEEm ASCE CHAPTER 1. 110 MPH (3 - SEC. GUST) FOR ENCLOSED BUILDING CHORD LIVE LOADt 20 LB: PSF ROOF TOP CHORD DEAD LOAD, 16 LB. PSF BOTTOM CHORD LIVE LOAD: 10 L.B. PSF BOTTOM CHORD DEAD LOAD: 10 I.B. PSF FLOOR FLOOR LIVE LOAD TOTAL : 40 I.B. PSF - FLOOR DEAD LOAD TOTAL: 10 LB. PSF IMPORTANCE / USE FACTOR ID MIN. SOIL BEARING PRR&SURE: PILLING FOUNDATION BUILDING CATEGORY: 2 SHUTTERS: NOT REQUIRED (IMPACTED GLASS) SHUTTER ONLY REQUIRED AT GLASS BLOCK AREA. IMPACT RESISTANT ASSEMBLY: YES COMPONENT 4 CLADDING: YES CONTINUE LOADED PATH PROVIDED: YES AREA TABULATION gg FAC OF MASONRY T O TOP OF FIRST LEVEL = 1333 5F. 8,630 CF. .0. FAC OF STUD T TOP OF CURB SECOND LEVEL = 1532 SF 16,38 CF. F.H. p FIN. FIRE QSE R P O0F FIB PH TW T.O.C. TOP OF WALL - TOP OF CHIMNEY OF THIRD LEVEL = 1158 $F. 16261 CF. FLR. FLOOR T.O.FR. T.O.L. TOP FRAMING TOP OF LEDGER TOTAL UNDER AIR 4223 5F. 43,215 CF. F.D. F D.. FLOOR DRAIN FLASHING T.O.P. TOP OF PLATE COVERED ENTRY = 31:SF. FL FLUSH T.P. TOILET PAPER HOLDER F-UR. FLUORESCENT TYP. TYPICAL BEACH TERRACE = 280 5F, FT. FOOT FEET UL. UNDERWRITERS LABORATORY BALCONY = 311 5F. 41�,,� FTC. FOOTING GARAGE, 181 SF. U.O.N. UNLESS OTHERWISE NOTED GA. GAUGE UTIL. UTILITY p��. GALV. GALVANIZED TOTAL UNDER ROOF 5698 5F. �-� � GB GRAB BAR VB. VAPRO BARRIER GC. GENERAL CONTRACTOR VNR. VENEER ST. LUCIE COUNTY BUILf1SI GL GLASS VENT VENTILATION REVIEWED FOR PlI E a GR. GRADE VERT. VERTICAL REVIEWED BY t _! GYP. GYPSUM BOARD W.F. WALL FABRIC DATE WP. WATERPROOFING PLANS AND PER MU BE KEPT ON JOB HWD. HARQWOOD W.C. WATER CLOSET SITE OR NO INSPECTION($) WILL BE MADE W.H. R HEATER WATER HDW. H7G�T. H.ppM.` HARuRAR HEEIAT�NG HOLLZOpW METAL W/0 WD. ITH WITHOUT/ WOOD �/ U R Ai/V I N G INDEX H.BR HOSE BNBBL WT. WEIGHT H.C. H.S. HOLLOW CORE HAND SHOWER SYMBOLS A1.1 COVER SHEET A5.3 RIGHT ELEVATION HVAC HEATING LVENTILATION A2.1 SITE PLAN & DEMOLITION A5.4 BUILDING SECTIONS & AIR CONDITIONING & AND INCL. INCLUDE ANGLE A3.1 PILLING PLAN A5.5 DOOR & WINDOW IN. INSUL. INCH INSULATION @ AT CENTER LINE A3.2 'SLAB PLAN DETAILS & SCHEDULES INT. INTERIOR ROOF PLAN 0 DIAMETER OR ROUND A 4.1 FIRST FLOOR PLAN A6.1 JB. JUNCTION BOX # POUND OR NUMBER A4.1 SECOND FLOOR PLAN A6.2 ROOFING PLAN K. 0. KNOCK OUT PLUMBING RISER A7.1 DETAILS SHEET A5.1 FRONT & REAR ELEVATIONS AEA ELECTRICAL PLAN A5.2 'LEFT ELEVATION AE.2 PANEL SCHEDULES 7 1 8 19 10 1 11 1 12 13 1 14 1 15 1 16 s Z I^ 0 V WN w 0' °00 N � G ow- o �m�� U) iv F N O Nm U m �o N �N a K Sh E G 0 H 1-- 6® W � - L1...1 A � E z s cf) (D U ES _ is5 W O U 4. W CD r J LLJ 6 O c � z -- _ O : a1 V) ¢ � s 3 1:;U �- w C Sheet No: Q� o� A of --sheets 1 > 3 4 1 5 6 V) Wr ! LU i 0 040 Z cL 0 9� Q� V) r4f 02 0 5 NO u U. Cl) 0 C4 CN itp Li "0 q. LU ui Z ,3 z L uj z u u V) -0 PAW Z Zw Z < 0 0 ff 0 u MO C) LLJ , LAJ WWaqm-)' 68 "D Sheet No: of --sheets I TA i c I 0 4 6 7 8 9 AU6ERGA5T PILES: GENERAL: AUSERCAST PILES ARE PLACED BY ROTATING CONTINUOUS FL16W HOLLOW SHAFT BEARING WALI—,\ liz il BAR TYPICAL AUGER INTO A PREDETERMINED PILE DEPTH. HIGH--5TREN6TH MORTAR SHALL BE PUMPED WITH S (3) TOP SUFFICIENT PRESSURE AS THE A116M 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE —roll CONCRETE SLA COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS ZONES OF THE SURROUNDING SOIL. AHEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE 0-011 FINPLOOR SLAB THE IN1,1ECTION POINT 5HALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FL16MN& AT ALL TIMES PURIN& THE RAISING OF THE AUGER 50 THAT THE H16H-STRENGTH MORTAR HAS A DISPLACING ACTION REMOVING ANY L005E MATERIAL FROM HOLE. THIS METHOD OF PLACEMENT 514AU BE USED AT ALL TIMES AND NOT BE DEPENDENT ON NETHER THE HOLE 15 SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AlUSER­ HeO-STREN&TH MORTAR: THE MORTAR USED TO FILL THE HOLES SHALL CON5,15T OF A MIXTURE m OF PORTLAND CEMENT, FLUIDIFIER SAW AND WATER 50 PROPORTIONED AND MIXED AS TO a 12 EU1 'm PROVIDE A MORTAR CAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT J_r*4 APPRECIABLE WATER GAIN, YET WHICH MAY BE PLACED HIMUT DIFFICULTY, AND WHICH WILL 3 a 12 U.N.O. 's 12 LATERALLY PENETRATE AND FILL ANY V01175 IN THE FOUNDATION MATERIAL. MINERAL FILLER MAY BE AVOW TO THE ABOVE MIX IN LIEU OF A SMALL PERCENTA6E OF THE PORTLAND *rl FILE DOWEL =L (3) 05 BOTTOM CEMENT AT THE PILING CONTRACTORS' OPTION. THE MATERIALS SHALL BE 50 PROPORTIONED AS TO PROVIDE A HARDENED MORTAR HAVING AN ULTIMATE COMPRESSIVE STRENGTH OF 5pW P51 AT 2& DAYS. THE MORTAR MIX SHALL BE TESTED BY MAKING ONE SET OF 20 CANW5 14" AUGERCAST PILING FOR EACH DAY DURING AD9ERCAST PILES ARE PLACED. A SET OF CA)BE5 SHALL CONSIST OF 2 CUBES, TO BE TESTED AT I DAYS, AND 2 CUBE5 TO BE TESTED AT 28 DAYS. TEST CUBES SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM CIOLI, WITH THE EXCEPTION THAT THE MORTAR SHOULD BE RESTRAINED FROM EXPANSION BY A TOP PLATE. I rj F P C L1 GRADE 13EAM 4 N.T.S. AT ELEVATOR PAD 04 012" xro'-0" 0 Iall O.C. TRANSFER STEEL OVER INTERIOR GRADE BEAM 04* 1211 EA .WAY rol CONCRETE SLAB /__ (3) 05 TOP 0 (3) 05 BOTTOM 01 PILE DOWEL SR 14" AUGERCAST PILING E A ml 3 & N.T.S. 5Z Lu 1 430- GRADE: Lu 11 4� 74,14 G4 N.T.S. Ea Ea SEE kHED ISOLA 10 12 1 '14 A z Fa(3) TOP ­0 tq r! Lu 04 *12 11 x41-011 12 11 O.C. 0 N roll CONCRETE SLAB W DEGREE HOOK 'a' 03 0 1211 STIRRUP U.N.O. 40 4 1 1/21, MIN. COVER 0- 0 9 z sic e C4 cl� 00 0 u 0 I CONCRETE 6LA5 m (3) % BOTTOM o 01 PILE DOWEL 44 NP ,p PEE SCHED 4811 14" AUGERCAST PILING, 12" L13 GLADE BEAM 2 N.T.S. GfRADE 5EX%ll SCHEDULE REINFORING DETAIL ,cNc.OR MASONRY MARK Sjzr:(u)xD) DESCRIPTION NO. 50T TOP MIDLE i3 _TIES G13 'OLUMN 1ATCHIW_% DOWELS G5_1 24" x 30" (4)01 (4)01 (2)S ro" O/C TYP. EXT. WALL s BAR DIA. MIN I )/STD. HOOKS (1) TOP EA WAY W/ 161, OKS G5-2 24"x 24" (4)% (4)% (2) WO 51, O/C - L13 G5_3 la" x 18" (3)05 (3)05 Is,, O/C GAR -AGE ro" STEP GI (1) % BOT EACH WAY BEAM AT W/ 18" HOOKS G5-4 18"x24" (3)05 (3)05 (2)S 6" O/C STOP OP Li PC-] 3rp,lx3(0llxIr0,, (4)% EACH WAY PILE CAP HOOK G4 TOP AND BOTTOM. BAR AT EACH END PAD RE5AR (ro)wo EACH WAY PILE CAP HOOK G4 SEE FOOTING SCHEDULE PC-2 48"x4,51140" TOP AND BOTTOM. BAR AT EACH END SIMILAR EDGE BARS ALWAYS REMAINZPACE OTHERS EQUALLY(4)No PC-3 36"X-12"X20" AT LONG WAY (-t)% AT. SHORT WAY FILE CAP HOOK BAR AT EACH END G4 SIMILAR PC-4 3(ollA161140" (ro)% LONG WAY (12)% SHORT WAY 2 LAYERS TOP AND BOTTOM G4 SIMILAR PG-5 6011)(601'40 CV% WAY TOP AND 13EACHOTTOM. 2 LAYERS AND 50TTOMTOP G4 SIMILAR TED PAD/PILE CAP G7 GRADE BEAM SCHEDULES N.T.S. t" ftr!�,w A -4 1/4 "= 1 0-0 "`73 4 �5 AUGERCAST PILE - 14" DIA x 15 MEET LONG TYPICAL LLV 0 1 x 20'(EXTEND 15" INTO GRADE BEAM.) AND 4-4b 15ARS U)/ 03 HOOPS 0 10" O.C. FROM FILE r =T OIT- TO IWFEET BELOW SURFACE. 6" CONCRETE DESIGN CAPACITY - W TONS. ALL SHALL SE (2)04 BLOCK WALL IN ACCORDANCE WITH ArS.I. 545-84 1= (FL.PERIMIETIER) 04 018" x4'-O" 6 1211 O.C. SO DEGREE HOOK (3) 0 -1 TOP TYPENTIRE PERIMETER (2) 05 MIDDLE 04 e 121 05 a 101, UN.0 EA WAY 1 1/2" M$L COVER &'CONCRETE SLAB (EXCEPT GARAGE) 01 PILE DOUA=-' (3) 0 1 BOTTOM L 14" AUGERCAST 4a" SH g PILING ]all G13 GRADE BEAM 1 N.T.S. ELEV. -15" OR rolb NAVP GARAGE 7-24 I 16 n VIM CD 1 00 z1al Ali E c% list IV A59 C> C) ZZ 24 D Sheet No: (01, of --sheets 1"Am ul N VI K D 1 I 2 3 4 I ' FOUNDATION NOTES: I. FLOOR SLAB TO BE 6' THICK POURED CONCRETE SLAB WITH REINFORGEMENT A5 SHOWN ON PAN ON 4 MIL VISa)EEN VAPOR BARRIER ON WELL TAMPED SAND FILL. SOIL TO BE TERMITE TREATED PER LOCAL CODE. 2. CONCRETE SHALL CONFORM TO AGI 318/83 AND SHALL HAVE 4000 F51 GOMPRE5SIVE 5TFB 66TH IN 26 DAYS. MAXIMUM SLUMP 5", 3. REINFORCING STEEL SHALL BE ASTM 615 GRADE 60 AND HAVE THE FOLLOWING MINIMUM COIGRETE COVER FOR GRADE BEAMS: BOTTOM 3", TOP 2" SIDE5 TO BE I V2" CLEAR COVER FOR SLAB TO BE 5/4" MIN. 4. ALL F00TIN66 SHALL BEAR ON NATURAL SOIL PREPARED, AS IN NOTE 5 BELOW. 5. ALL FILL TO BE GLEAN, GRAMLAR PREPARED IN ACCORDANCE WITH NOTE A-F. A. STRIP A FOOT OF EXISTING 501L FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL DELETERIOUS MATERIALS MUST BE COMPLETELY REMOVED. B. FILL SHALL BE CLEAN AND GRANULAR, FREE FROM DELETERIOUS MATERIAL AND WELL GRADED- C. PAD, FOUNDATION TO BE SUPPORTED ON PILING. 6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONGRETE FOOTIN65/PADS, LOAD BEARING WALLS, STEEUGONGRETEJWOOD COLUMNS, WOOD HEADERS, CONCRETE BEAM5lf1E BEAMS AND HE16K ELEVATIONS OF EACH WITH TRUSS MAHUFAGTURERS DRAWIN66 BEFORE THE POURING OF CONCRETE FOOTINSS/PADS AND SLAB. i. COORDINATE A/C, MECHANICAL, ELECTRICAL t RLUMBIN6 PLANS F REQUIRED OPEMIN65 IN SLAB. 8. SLEEVE ALL PLUMBING PENETRATIONS. q. SEE ATTACHED AUGER CAST PILE SPECIFICATION 7 8 " 101X' 11+1 . MATERIAL5: A) PORTLAND CEMENT: PORTLAND GEMENT SHALL CONFORM TO FEDERAL 5PEGIFIGATIONS %-C�I412 OR CURRENT A5TM STANDARDS, DESIGNATION 0150. B) MINERAL FILLER: MINERAL FILLER SHALL BE FINELY POWDERED 51LIGEOU5 MATERIAL MICR POSE THE PROPERTY OF COMBINING THE LIME LIBERATED DURING THE PROCESS OF HYDRATION OF PORTLAND CEMENT. C) FLUIDIFIER. FLUIDIFIER SHALL BE A GOMPOUND P055E551% CHARACTERISTICS WHICH WILL INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING, A5515T IN THE DISPERSAL OF CEMENT GRAINS, AND NEUTRALIZE THE 5HRINKA6E OF THE HIGH -STRENGTH GEMENT MORTAR (INTERAID AS MANUFACTURED BY THE GROUT SUPPLY COMPANY, BREGK5VILLE, 014I0 MEETS THESE 5FE6IFIGATIONS). OTHER COMMERGIALLY AVAILABLE ADMIXES SHALL SHOW PRIOR TEST RESULTS BEFORE APPROVAL. DJ WATER: WATER SHALL BE FRESH, GLEAN, AND FREE FROM INJJRIOU5 AMOUNTS OF SEWAGE, OIL, AGID ALKALI, 5ALT5 OR ORGANIC MATTER. E) FINE A66RE&ATE: SAND SHALL MEET THE REQUIREMENT5 OF CURRENT A5TM STANDARDS, DESIGNATION 03. THE SAND SHALL CONSIST OF HARD DEN5E, DURABLE, UNCOATED ROCK PARTIGLE5 AND FREE FROM INJURIOUS AMOUNTS OF SILT, LOAM, LUMPS, SOFT OR FLAKY PARTICLES SHALE, ALKALI, ORGANIC MATTER, MICA, AND OTHER DELETERIOUS SUBSTANCES. IF WASHED, THE WASHING METHOD SHALL BE 5" AS WILL NOT REMOVE DESIRABLE FINES, AND THE SAND SHALL 51,65EISIVENTLY BE PERMITTED TO DRAIN UNTIL THE RESIDUAL -FREE MOISTURE 15 REASONABLE UNIFORM AND STABLE. THE SAND SHALL BE WELL -GRADED FROM FINE TO COARSE, WITH FIW-NE55 MODS BETWEEN IAA AND 5.40. THE FINENESS MODULUS 15 DEFINED AS THE TOTAL DIVIDED BY 100 OF THE CUMULATIVE PERGENTA6E5 RETAINED ON U5. STANDARD SIEVE NOS. 16, 30, 50 AND 100. 10 11 12 MIXING AND PUMPING OF H164-STRENGTH CEMENT MORTAR. ONLY APPROVED PUMPING, CONTINUOUS MIXING AND AGITATING EQUIPMENT SHALL BE USED IN THE PREPARATION AND HANDLING OF THE MORTAR. ALL OIL OR OTHER RUST INHIBITORS SHALL BE REMOVED FROM MIXING DRUMS AND MORTAR PUMPS. IF READY MIX MORTAR 15 USED, AN AGITATING STORAGE TANK OF SUFFICIENT 51ZE 5HALL BE USED BETWEEN THE READY -MIX TRUCK AND THE MORTAR PUMP TO INSURE A HOMOGENEOUS MIX AND CONTINUITY IN THE PUMPING OPERATIONS. ALL MATERIALS SHALL BE SUCH AS TO PRODUCE A HOMOGENEOUS MORTAR OF THE DE5IRED CONSISTENCY. IF THERE 15 A LAPSE IN THE OPERATION, THE MORTAR SHALL BE REGIRCULATED THROUGH THE PUMP. THE MORTAR PUMP SHALL BE A POSITIVE DISPLACEMENT PISTON TYPE PUMP CAPABLE OF DEVELOPING DISPLAGIN6 PRESSURES AT THE PUMP UP TO 350 PSI. THE MINIMUM VOLUME OF MORTAR PLACl3D IN THE HOLE SHALL AT LEAST EQUAL THE VOLUME OF THE AUGURED HOLE. LOCATION OF PILES: WHEN IN CLUSTERS OF TWO OR MORE, PILES SHALL BE INSTALLED WITHIN 3 INCHES OF DESIGN LOCATION. SINGLE PILES 5HALL BE INSTALLED WITHIN I -V2 INCHES OF DESIGN LOCATION. VARIATION FROM PLUMB SHALL NOT EXCEED 1/2 INCH IN TWO FEET. ADJACENT PILES SHALL NOT BE PLACED UNTIL THE MORTAR IN THE PILES HAS REACHED ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER CONNECTION BETWEEN ADJACENT PILES WHILE THE MORTAR 15 IN A FLUID STATE. AN A5-BUILT SURVEY OF PILE LOCATIONS SHALL BE PERFORMED BY A FLORIDA REGISTERED LAND SURVEYOR PILES SHALL BE LOCATED ON THE RECORD DRAWIN66 HORIZONTALLY AND VERTIGALLY FROM THE COLUMN CENTERLINES. SUBMIT THE RECORD DRAWIN65 TO THE ARCHITECT FOR APPROVAL. OBSTRUCTIONS: SHOULD ANY OBSTRUCTION 0NG1-UDIN6 BUT NOT LIMITED TO BOULDERS AND TIMBERS) BE ENCOUNTERED WHICH SHALL PREVENT PLACING THE PILE TO THE DEPTH REQUIRED, OR SHALL CAUSE THE PILE TO DRIFT FROM THE REQUIRED LOCATION, THE PILE SHALL BE COMPLETED IN ACCORDANCE WITH PARAGRAPH I, AND THI5 SHORT PILE ADDED TO THE UNIT LENGTHS FOR PAYMENT. IF REQUIRED BY THE ENGINEER, AN ADDITIONAL ADJACENT PILE SHALL BE PLACED AND PAID FOR IN ACCORDANCE WITH THE BID BA615 FOR ADDITIONAL FOOTAGE. RER15AL SHALL BE DEFINED AS THE DEPTH WHERE THE PENETRATION OF THE STANDARD AU6URIN6 EQUIPMENT 15 ONE FOOT PER MINUTE OR LESS. COLUMN SCHEDULE ct ❑ REINFOI;r-EC> MASONRY 0 - 8"xl6" POURED CONIC, ■ COL. w/ I-S o VERT. COL. w/4-Vo 0 CONT. FILL w/ 4000 PSI CONC. w/ #3 HOOP ® 12" O.C. O. 12x12 REINFORCED MASONRY j1 8"x12" POURED CONC. COL. w/ 2-►6 0 VERT. �J FILL w/ 4000 PSI CCN"IC. COL. w/4-% 0 CONT. . 12"xl2" POURED CONE. w/ 03 HOOP.a 12" O.C. G3 COL. w/ (0-IS 41 VERT. w/ 43 TIES a a" O.C. c-1 6"x 6" WOOD POST 3 i2 "x3ti2 "xt%" TS. COL. W/ 14" 05 0 REBAR THRU 0 0 FILL w/ 4000 PSI CONC, THE POST EACH WAY WITH WOOD WRAP FILLED CELL COLUMN MAX.132 6PACIN6 TOTAL LENGHTH BUILDMG 01 01 1'-0" '-0" 3'_8" V-4" d'-1F1" `,L V-5 1/2" T-6 1/2" 10'-0" 4'-8" Y-10" 3'_gn V-0" 314" 3i_4ii Y-411 3'_d1" g _5 p'_811 �✓ AC PAD C3 TYP. FP.E. _6" OR T5 NAVD Gi TYP. 0 0 G3 TYP. 's a CONCRETE ',SLAB o ■ ■ ■ ■ HWH P OR SD NAVD 0 OR lb . - " ■ `� b" u" C3 ELEV. -18" SLOPE 2" OR 6.6 NAVID g iA J U_ 6" THICK CONC. SLAB w/45 BARS -I" THICK CONC. SLAB w/05 BARS IL sl2" O.C. EACH WAY ON 6 MIL VAPOR 1? 6" 010" O.C. EACH WAY ON 6 MIL VAPOR >- ■ BARRIER OVER TERMITE 6„ SORRIER OVER TERMITE e e TREATED WELL COMPACTED FILL w TREATED WELL COMPACTED FILL a C1 TYP. v p] 14'-4" 3'-10" 4'-5"L 4'-2" L 4'-4" 2'-8" I'-4" 5'-T 1/2" 4'-8 I2' 20'-0" in C3 ■ Irf ' m a ■ ■ ■ ■ e ■2" 3',8" 3'_4" 3 0" 3'_8" 3' n / Ian co 6" Tt- to \to 1\ 6 s CONCIMIE TEPS C3 C3 W/ BRICK PA R N TOP e sM■ = e al Iml■ ■1 101 101-'-11ml 101■ ■1 101 101■ ■ ■ ■ ■ _ GI TYP G2 3,_8" 3'_4" 3'_4" 3.4" 3'_4" 3' 4" 3'.4„ 3'_4" V-4" 3'_4" 3'_4" 3�_4" 4'_4" 5'_0" 41_4" A-1 EI LO 0 R S LA P, RP LA 1 /4 1 "-0"" mm 1 2 3 4 13 1 14 1 15 1 16 PILE CAPACITY: THE DES16N 15 BASED ON A MAXIMUM WORKING CAPACITY OF 25 TONS PER PILE IN COMPRESSION AND 10 TONS PER PILE IN TENSION. PILE DIAMETER 5NALL BE 14 INCHES. PILE TOPS: WHERE THE PILE CUTOFF 15 NEAR THE SURFACE OR ABOVE THE BOTTOM OF THE EXCAVATION, METAL SLEEVE5 OR CASING OF THE PROPER DIAMETER AND AT LEAST 16 INGHE5 IN LENGTH SHALL BE PLACED AROUND THE PILE TOPS. (SPECIAL CONDITIONS MAY REQUIRE METAL SLEEVES OF ADDITIONAL LENOTHH). AU6URINS EQUIPMENT: THE HOLE THROUGH WHICH THE 1-116H-STRENGTH MORTAR 15 PUMPED DURING THE PLACEMENT OF THE PILE SHALL 13E LOCATED AT THE BOTTOM OF THE AUGER HEAD BELOW THE BAR CONTAININ6 THE GUTTING TEETH. THE AU6ER FLISHTIN6 SHALL BE CONTINUOUS FROM THE AUGER HEAD TO THE TOP OF AUGER WITH NO SAPS OR OTHER BREAKS. THE PITCH OF THE AUGER FLI6HTIN6 SHALL NOT EXCEED q INGHE5. AU6ER5 OVER 40 FEET IN LENGTH SHALL CONTAIN A MIDDLE GUIDE. THE AU6ERCA5T PILING LEADS SHOULD 13E PREVENTED FROM ROTATING BY A STABILIZING ARM. PILE REINFORC 4ENT: ALL PILES SHALL BE REINFORCED WITH 545 VERTICAL REINFORGING BARS WITH #3 TIES 0 10' G/G EXTENDIN6 15'-O' BELOW FILE GUT OFF ELEVATION AND IVI VERTICAL REINFORGIN6 BAR AT CENTER OF PILE EXTENDING FULL LENGTH. PROVIDE CENTERING DEVICES FOR REINFORCIN6 GAGE AT 10'-0" 0/6 MAX. SPACING. Am HOLLOW CONCRETE MASONRY LNITS ARE IAY�ROUTED VERTICAL FOUNDATION MEMBER BREAKAWAY WALL CONSTRUCTED OF UNREIWORCED, HOLLOW CONCRETE MASONRY LNITS (LNITS NOT TO EXCEED 8" N THICKNESS). 5RADE15EAM :R FLOOR STRICTURE I ELEVATION I VERTICAL. FOLNDATION MEMBER WAVE CREST HOLLOW CONCRETE MASONRY LNITS ARE UNGROUTED a a STILLWATER BREAKAWAY WALL CONSTRUCTED OF HOLLOW CONCRETE ■ ELEVATION MASONRYCED, (UNITS NOT TO EXCEED 8" IN THICKNESS). GROUND — .. SLAB ON GRADE SEE PLAN 9 n E 14 1 FS _; AV, WALE m SCALE: NTS. rFANG FOUNDATION NOTES: I, FLOOR 51AB TO BE 6' THICK POURED CONCRETE SLAB WITH REINFORCEMENT AS SHOWN ON e PAN ON 4 MIL V WMEETI VAPOR BARRIER ON WELL TAMPED SAND FILL SOIL TO BE TERMITE TREATED PER LOCAL CODE. ■ 2. C40WAZ TE SHALL CONFORM TO AGI 318/83 AND SHALL HAVE 4000 PSI COMPRESSIVE 5TRENI5TH IN 215 DAYS. MAXIMUM SLUMP 5", i 3 REINFORGIN6 STEEL 5HALL BE ASTM 615 6RADE 60 AND HAVE THE FOLLOWING MINIMUM U CONCRETE COVER FOR GRADE BEAMS: BOTTOM 3', TOP 2' 51M TO 13E 1 1/2' CLEAR COVER FOR SLAB TO BE 3/4" MIN. 0 0 4 ALL FOOTIN66 SHALL BEAR ON NATURAL. SOIL PREPARED, AS IN NOTE 5 BELOW. 5. ALL FILL TO BE GLEAN, 6RAWLAR PREPARED IN ACCORDANCE WITH NOTE A-F. II A STRIP A FOOT OF EXISTING SOIL FIVE (5) FEET PAST EXTERIOR BRLDIN6 LINES, ALL s: DELETERIOUS MATERIALS MUST BE COMPLETELY REMOVED. i' B. COMPACT BOTTOM OF EXCAVATION WITH MEDIUM DUTY VIBRATORY ROLLER. C. FILL SHALL BE GLEAN AND 6RAHLAR, FREE FROM DELETERIOUS MATERIAL AND WELL GRADED. 6. 6ENERAL CONTRACTOR 5HALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE 8„ k FOOTINSSPAD5, LOAD BEARING WALLS, STEEL/CONCRETE/WOOD GOLUMN5, WOOD HAS, r CONCRETE BEAMS/TIE BEAMS AND HE16W ELEVATIONS OF EACH WITH TRL56 MANUFACTURER'S DRANN66 BEFORE THE POURING OF CONCRETE FOOTIN65MADS AND SLAB. ry '7. COORDINATE A/C, MECHANICAL, ELECTRICAL t PLUMBING PLANS FOR REQUIRED OPENINGS IN r SLAB. L 8. SLEEVE ALL PLUMBING PENETRATIONS. It 4. SEE ATTACHED AUGER CAST PILE SPECIFICATION ---- - to i' 14 15 Z � I0 Z n w Q W �1 U Q a, I�a 0 j No a Mm U U M Sheet No: 0A of -sheets 2 N m Ii G I G1_Qn 0 ; I - I L) A A� A-1 n a 1/4 =1" —0 2 N 11_611 4 m o A I �HB Oi, 1/ I-611 TL WALL PARALLELL FLEX SPACE SHONE LINES SHALL FRANGIBLE WALLSA"M v N N 6-8" V-2 4" I PR 3080 CABANA I p II Ly YJ I IG==� FIRST LE"DEL 3 5 4'-4" SS?t? OO 101_0n 0 4T-1 1Y" 63'.an I g 9 1 11 14 15 16 rAj1r OHM I \ tUB L i L 21 LAV G C BIDET 3. 2' BATS! 2 G WC MASTER 2 S U I TE To 3" 11 1 r WALL TYPES \ \ \R 3" 3" •✓F ° LAY. p � la. ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH kEN SIDES' OF 3 5/8' OR 6" METAL STUDS 0 16" O.0 �� waBEIER A� TH 3 OR x 4 STUDS ®16 O.C. AT BEARfNG WALLS:ONE2'AYER OF 5 8" TYPE "X" GYPSUM BOARD ON m °E NEE BOTH'SIDE OF 3 5/8" OR 6" METAL STUD ® 16" O.C. W/�KITCHs LAUNDRY�r R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,.EDITION 2017 (SEE PLAN FOR WALL SIZE) �LAY. 7/8" "STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON b�\\ 'IIr G / EXTERIOR & 1/2' GYPSUM BOARD ON INTERIOR OF < > " C \ urc 2x 6 'STUDS (� 16" O.C. W/ R-11 BATT INSULATION. � 9 3' \ POIUDER 3° 2, NOTE: NO GYP. BD @ INSIDE OF CHIMNEY � 2 SHWR � �`�\ �� 3' ONE LAYER OF 1/2" GYPSUM BOARD ON 1-5/8 METAL C CxUEST R1"I FRAMING @ 16" O.C. W/ R-11 INSULATION ON CABANA, 3 _ .. INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8° CONCRETE BLOCK. 'W/ CORE FILL R-9 1NSULTION 5/8' STUCCO ON 8- CONCRETE BLOCK. 3' \ GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "Wi" NOTE HYDROVENTING CALCULATION: FILLED CELL COLUMN MAX. 32" SPACING PER FEMA.: 19 GROUND FLOOR AREA WILL PROVIDE 15Q. INCHE OF VENT R EM114D: TOTAL 510 SP - 510 SQ INCI-ES PROVIDED: 16NO11428.3 - 600 SQ. NCFES f (SMART VENTS MODEL 1690520) = 200 SQ NC14ES EACH 7G1_GII IJ [/ 381_211 7 HB 16'111.1611H. HYDROVENTS (2) ■ 4" ABOVE FLOOR LEVEL ■ ■ gll v ■ GARAGE SLOPE 3T1_611 2'I LIRD, RAIL a SHAFT ENCLOSURES SHALL HAVE 114R FIRE RATING e bI (2 LAYER EW TYPE 'X' GYP&M BOARD STAGGED) a WALLS SHALL EXTEND FROM THE TOP OF FLOOR TO TOP OF T14E FLOOR / CEILING: I LY BELOW THE UNDERSIDE OF THE FLOOR OR BROOF SLAB TO e — — ELEVATOR EQUIPMENTS I in" \ 4'41/2" T-0" AFF. ON SHELF 20'-011 1611W. 81H. HYDROVENTS / \ I FOR ACTUAL OPENIPKs 4" ABOVE FLOOR LEVEL ■ a I 51.211 L RIhY W! MANUFACTURE ■ e all _g7) 111_ 11 18'-"!11 TO +i ! ENS FOYER c y7I 1. a I1I 4 i - � ' I� I " SL RA DROP TO �I R= 4 0 5 I ----------------� I 11 :' 1 5 2 86" I ■ ■ ■ ■ ■ --- - -- 0 H15 A 4'-0" I'-0' T'-0" P' 4 5 6 7 8 9 10 11 12 41 E13 PLUMBING RISER DIAGRAM MISC. NOTES: I. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED, 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF TUB OR SHOWER 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS 3. ALL FIX GLASS SHALL BE 1/4" THICK (UN.O.) a. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13/4" THICK WITH 2x4 SOLID RAE35ETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. 1. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE (0.46 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 6. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PER FRC. 2010. S. WEATHERING AND TERMITE AREA PER FLORIDA BUILDING CODE 2010 10, CEILING ABOVE'GARAGEi TO BE SEPERATED BY NOT LESS THAN 5/8" TYPE "Xl' GYP. BD. 11. WALLS AND CEILINGS FINISH FLAME SPREAD INDEX AND SMOKE DEVELOPE INDEX IN ACGODANCE WITH SECTION 302.B 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.B.C. R-102.4 14. WEATHERING AND TERMITE AREA. 15. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR THE INSULATION AS REQUIRED IN SECTION R302.9 FLORIDA RESIDENTIAL CODE. WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 2411 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 5411 ABOVE THE FINISH FLOOR A5 REQUIRED VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAIM CORP. IF CONFLICT EXISTS. Al 4- GENPA"_s NOTES 13 14 15 16 Z• 0 V 0D .. � a w EL N 0 °m �i d 0 3io ;a� m 0 D u U M d� w L L m 1a N N �N 1 K � � P y a gE h R a FR w w RF Z Z N twMJ ma l� O Zo � 0 Isn a cf) Q �$g � G O $ =E M �O LL_ E$°g 8f � .a Eo>f F 0 r ^j elf z � 0 U C5 �� 1iJ E W s'' J c i CD CD af < M Q n I N D Sheet No: i, of ---sheets FILE P C ` 1 2 I 3 Ir .I. � h N _M 6 1 7 1 8 1 9 i - 8.11 - 81-Jlu -rIES Ell I '- -- 1--- .--------------------- -------- ■ ��� r- -�'� V ■ ��J� y� L___! L —J a ■1111111 Illull.. ■ HLUH VLL FARALLELL FLEX SPACE TO Sk:)R9E LINES SHALL M FR!N(a15LE WALLS P fp iv F—,—..—... L� ....i A c 11-SY e_13 13 �m mnnnm�l❑um 151.811 FIRST LEVI:.:L RAIL WALL TYPES 10 �p _^ ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH wv 1 SIDES OF 3 5/8" OR 6" METAL STUDS ® 16" O.C. �, OR 2 x 4 STUDS ® 16" O.C. AT BEARING WALLS. ONE LAYER OF 5/8" TYPE: "X" GYPSUM BOARD ON I BOTH SIDE OF 3 5/8" CR 6" METAL STUD @ 16" O.C. W/ R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. EDITION 2017 (SEE PLAN FOR WALL SIZE) llll 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF 2x 6 STUDS ® 16 O.C. W R-11 BATT INSULATION. NOTE: NO GYP. BD ® INSIDE OF CHIMNEY ONE LAYER OF 1/2" GYPSUM BOARD ON 1-5/8 METAL FRAMING ® 16" O.C. W/ R-11 INSULATION ON INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" ?t . CONCRETE BLOCK. W/ CORE FILL R-9 INSULTION 5/8' STUCCO ON 8' CONCRETE BLOCK, GYP. BOARD PARTITIONS WTH NO TYPE INDICATED ON PLAN ARE LNDERSTOOD TO BE "W1" )al F FILLED CELL COLUP - 38-2' 11 I 12 1 13 14 15 a l I BFWt L ! \ L LAY. cc4-1 C G 3" 2" BATH 2 we MASTER 3" ac 2 SUITE To 3" � A. „I11 3" LAV. \� SF�IiR Y lls. �,,W.,�1 � I Ir ° sINC 5ATH_3 ! 1 2 ?. KITCHEN"U c ! a\ ' V LAUNDRY Ir 1 " C I 2� .�I (LAY. WG I �y 1' 34 3" I POWDER 2 SFAU2 V. 3" , 2 GUE5T RM CABANA 3" BATH " Hf ROVENTING CALCULATIlDN: 32" SPAC:IT JG PER F T1A : I SF CRaAJD FLOOR AREA WILL PROVIDE ISa INCHE OF VENT REQJF2ED: TOTAL 510 SF + 510 Sa INCHES FROV DIED: I&W'48 03 = b00 SQ W-A-ES (SMART vM MODEL 16W520) - 200 SQ INCHES EA•CIJ. 4" A50VE FLOOR LEVEL ARAGE - 5LOPE 211 SHAFT o • . -• (2 LAYER 5/8' TYFE'X'1YFSr BOARD • WAL •— • WALLS.OR • TOP. BELOW TO I. B. • •- OR -•. 1 -AB Ell ELEVATOR EQUIRIE145 ° • " " j• MROVIENTS FOR ACRIAL OPEiWx 41 ABOVE FLOOR LEVEL-1 ' c,> - `I-i 00111 111�11'iI01111111111�1111111i10 IIIIIi�1111111�00011111� I RA DROP 6L TO V 0 � T-Off 9 a 11 �I�Y al la o ui 1, 3 1 4 5 6 7 8i 1 ?� E13 PLUMBING (RISER ®IAGRi- MISC. NOTF,5: _... _ I. ALL GLAf:iS IN DOORS 4 ALL SLIDING GL4156 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" ABC'v'E FLOOR OF TUB OR SHOWER 4. ALL BATHSCOM FLOORS 4 BASES SHALL 11. 1E IMPREVIOUS MATERIALS 5, ALL FIX GLASS SHALL BE l44" THICK (UN.O.I ((o. DOORS E:•E.TWEEN GARAGE t HOUSE MUST 5F SOLID CORE P/4" THICK WITH 2x4 SOLID RABBETED JAMB, OR A C-L..ABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. l_ DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL 151i (CONSTRUCTED OF AMIINIM NO. 215 GAUGE (0.46 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 5. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PER FRG. 2010. S. WEATHER'il'43 AND TERMITE AREA PER FLORIDA BUILDING CODE 2010 10. CEILING ,450VE GARAGE TO BE SEPERATED BY NOT LESS THAN 5/8" TYP-E "XII GYP. BD, 11. WALLS AND CEILINGS FINISH FLAME SPREAD INDEX AND SMOKE DEVELOPIE INDEX IN ACCODANCE WITH SECTION 302.E OF FI-cRIDA RESIDENTIAL CODE 2010 EDITION, 12. GYPSUM BOARD MATERIALS SHALL CONFORP1 WITH F.B.C- R-1023 13. CERAMIC:: TILE MATERIALS SHALL CONFORMS WITH F.S.G. R-102.4 14, WEATHER;:ING AND TERMITE AREA. 15. FLAME V;'READ AND SMOKr= DEVELOPED INDEX FOR THE INSULATION AS REQUIRED IN SECTICj,I R302.15 FLORIDA RESIDENTIAL CODE. WINDOW NOTE, EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WID', H, 24" IN HEIGHT, 5.1 SQFT. IN AREA W/ THE BOTTOM OF THE OPENINIG NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MOF::E THAN 5411 ABOVE THE FINISH Fb::OR AS REQUIRED VERIFY ALL. MASONRY 4 WOOD FRAME OPI:ENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NO -"MY ANNAM CORP. IF CONFLIC'1 EXISTS. A4 GENERAL I'INi G T E S._.-__ dl®Irrl F9Y Z YY 0 _ Z 0 _ �h , H W Wom 4 N 0 §V 0 o6 m CL ®,. v� Y 0 NO 0. "'m I � U U TA �0 w �a W w Q ai j an- � nOi go ry % N ®;16 a " �Lo 1'< In :- U? W Z Z n W 7Q J (� u Z IL �z J �u x� 0 -- V) Z wQ Za ® u O ro 0 m 1 A81" eI1.IIF. _J rsp C,.I =4z Ll... 1T 95 Drawn by --. I H -roject No. Cadd File NO.: Sheet No: I CA413 A of --Sheets 1 I I 10 1? N L K i D C-1 1/4 09=11-093I r C 6 7 14'-10100 (0'-110" 12'-3" =✓'-8" 12'-4n IS'-511 14'-10100 (0'-110" 12'-3" =✓'-8" 12'-4n IS'-511 61_IDn LALWRY CHUTE SIZE, LOCATION 3 0 e G O VERIFY W/ O"R nc — © c) ri I N 74',' 3 V 5112'11 .Jf 13'-4n J V 42 HAND RAIL 01 o DIN RM - Kli' ■ j REJECT A 4" S ERE TYP. 2-20W r I BED RM 4 ° o�.(2) IL��ND 2880 V TW ° 0 --------------- ----- --------- - �� ---- —-- - — — . --- O i ; i I I I i I 1 ■ 2880 o I I L ---- — -------- —J L�—__—__ _ I 1 ttk ID' COVEREDdryEAN __-_ ROOi'?1--------- ------; r'\4'4A� BATE 4 BALCONY ❑ I I I 0 III A' 42" LCMR WALL ' g'_01, 1 II { 8 2ID-8 1 1 I I 2-2 �_ n I_ I, 4 6 i 8 II, 1'6 I n 4 ID I 13 4 b 0 1 j I I I I 42" HAND RAIL TO REJECT A 4" ( I/ _ . 4" 1 0 1 L_ 11 1 I L_ Lam- I SPHERE TYP. I NOTE 6 � V a ■ N _ -J ____J -- ..�� _ ______ ______________ ■ ■ ■ ■ ■ ■ ■ ■ 1 ------- -------- ------ —_— ----- -- __---- - I POUIDER I i t 1 1 I L--- p AIWn Iilllll I I 1 I IIIIII L __J L — ' ' -J I © �' • i ■ 50FFIT I 13 0" 4'-211 'v 4'-4" 2'- 3'-8" 2' 3 ' +13,1 + + 2 10 T 2 ) fo' 1 cO N HB ■ 1 ---�--- I 2880 ---------------- 0 _ ■ O 4'-0" 5'-IIR" 13'-9" 221.2In,, 1'-111/21, F-11/2" 63"-8n 51_mx 11_011 A" D A-1 1/4 1,0=1 "-0•" 1 2 NOTE FILLED CELL COLUMN MAX. 3211 SPACING SECOND LEVEL 12" HAND RAIL TO EJECT A 4" SPHERE TYP. WALL TYPES ® ONE ' 1 :1••1 ON BOTH SIDES 1 1' . METAL STUDS@ . D.C. 1' 2 x 4 STUDS. O.C.BEARING ?i�►i?iii2iiiiiiitjii►�tiiBOTH SIDE� Or 3 5/8"/ • . 1 1 INSULATION.ONE HOUR RATED EDITION / FOR WALL SIZE) : STUCCO 1N 5/8- CDX PLYWOOD SHEATHING 1 �ii►'.�aTi?iii?iiiti?jhit BOARDEXTERIOR & 1/2" GYPSUM ON OF STUDS. 1 BATT INSULATION. NOTE:1 GYP. :1 CI INSIDE OF CHIMNEY 1 • , GYPSUM BOARD 1 :METAL FRAMING 0 ,• , .. •, . ••. • O.C.i 1 e,"�,•�•�,�,"• Ji�iw�'•Ps•Oi�i ii�i.Os��iO INTERIOR & : STUCCO ON EXTERIOR OF 8-8- CONCRETE BLOCK. 1' ' INSULTION 5/8' STUCCO ON 8' CONCRETE BLOCK. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLANUNDERSTOOD TO: • 3 I. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPEREDD 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 F 6PJ" ABOVE .FLOOR OF 7UB DR SHOWER 1 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS 5. ALL FIX GLASS SHALL BE 1/4" THICK (UN.O.) 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13/4" THICK WITH 2x4 SOLID P-45BETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. I. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE (0.48 mm) SHEET :I STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE �d9 WINDOW NOTE EGRESS WINDOWSSHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 51 SQFT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE } I 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_ li THIRD LL`yv EL =rILLrzoLL COLUMN MAX. 32" SPACING G 1 4 3 4 5 6 7 8 9 10 11 12 13 14 GENERAL NOTES Z '50 Z -- FW ~ ml pIq Ory Q v/ LouN Nr W 06 n 0 N a No u u mm \N m � ul M mm In L r, W � I WON 12M i go P I?'^. S . I h K O oEE u V) k3 ce ¢¢ LUA u r/ W AEI Z W H J V) �Z O V z J w Q t C K = �u x� -0 wQ zIL o� ro 0 M N F n .. Q �S CD O all Ect --- It I .V Eo F Q 0 g Z W ,i. Lu Q N C7 m (♦1 O N C 3 U5 D C Sheet No: cA of --sheets 15 16 F -{ F G-1 I MENEM 2 L4 5 I® RIIAlllll � ' I4'-I01/2" _- 6'-11t1" 3 CO -1 n El I1 ge 42" HAND WJL, o � DIN RM REJECT A 4" 51' 4EW TTP. I I L---- —___ )VER %LCON- ---- - — Y'` ! 0 ■ O 6 6 8 10 12 1. 15 1s !� -ICI 11 31wIIN1 dll�l" 11JIM HIM kIF;nIW WALL TYPES ,�8u nurr. 6-D" -• 01IE LAYER OF 1 2" GYPSUM BOARD ON BOTH / u n u LAUNDRY M••E `•� SIDES OF 3 5 8 OR 6 METAL STUDS Kn 16 O.C. SIZE LOCATION I , � n 01, 2 x 4 STUDS ®i6 O.C. AT BEARING MALLS. O G O VERIFY UU C>uNl_d'' / n n .11 IN ONE LAYER OF 5 8 TYPE X GYPSUM BOARD �4 SI' - j <.`VI% BU1H SIDE OF 3 5/8 OR 6 METAL STUD 0 16" O.C. W © ©- --� � 21aem 4■ , I R--11 BATT. INSULATION. ONE HOUR RAT::D PER EEC.,. © ©''_� > I �'� O EDITION 2017 (SEE PLAN FOR WALL SIZE) JVivo/� / 3 ■ :,4� _ 7, T I 8" STUCCO ON 5/8" COX PLYWOOD SHEATHING ON KITc, _ N I 1, YI :I ::®X'� I E.TERIOR & 1/2 GYPSUM BOARD ON INTERIOR OF w� I 1 ! 2) ' STUDS 0 16 O.C. W/ R-11 BATT INSULATION. C° (L,s. I LAUNDRY" 2 20W i i _ ■ NOTE: NO GYP. BD INSIDE OF CHIMNEY a 1 6' 2" BED RM 4 ID I 14 ° O i 1 ID'-o" CLG. (1.GI 4' 4 .. . FONE LAYER Rl M NG ® OF 1/ 2" W/ RUM BOARD TIOr 5/8 METAL _71—(I ov >Rsht ® INTERIOR & 5/8 STUCCO ON EXTERIOR OF 8 1 i o ; CONCRETE BLOCK. W/ CORE FILL R-9 INSLLTION \\ --- -- --- 11 :1 f H I n 5/8' STUCCO ON 8' CONCRETE BLOCK. _ 2�m GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "Wt" rm im ,emu -- --, `I F \ k 4 ■ MISC. NOTES: 1" \ � I � 42" LOUkR WALL �_J u I - 44}n I 13-4 __ b•0 I. ALL GLASS IN DOORS t ALL SLIDING GLASS DOOR TO BE 'TEMPERED. HAND RAIL TO I I / s 4" � - Ng 2. ALL GLASS SHOWER 4 TUB :ENCLOSURES SHALL BE TEMPERff::r.;, I I l VA(v CT A4 . RE TYP. I N:>1'F. — — — — " 3. GLASS OR MIRRORS IMMEL: )IATELY SURROUNDING A BATHTUB OR _ ___ _____________— _ ---"--------- - SHOWER ENCLOSURE SHALL. BE SAFETY GLAZED WHERE LE66 THAN -- ■ ■ri: ■ ■ ■■■ �-- - b i I 60" ABOVE FLOOR OF 71JE: OR SHOWER i i I I I I I I t AI-Iu �/ I; QUJ ER 42' HAND RAIL TO 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS 1 I QXC O REJECT A 4" SPHESE TYP. - ^ 5. ALL FIX GLASS SHALL BE a" THICK (UN.O.) �OX� '� i I I--- I ARCH 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE RV THICK ® „€:iiu'° ■ o WITH 2x4 SOLID RABBETED JAMB, OR A G-LAE3EL METAL D<>OR AND Tl I I I I I --- -- �o JAMB. DOORS TO HAVE SELF CLOSERS. SOFFIT IT 1 „ 1 1 112-1 1/21 1 I 1 1 rl-0ON �+ 4'-4" 2'• _ 2' 7• DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PEN "TRATING AEOVE I I _21 S 1 3 = 12' 8" v THE WALLS OR CEILINGS SHIPARATING THE DWELLING FROM 'THE GARAGE + 2 T ) SHALL BE CONSTRUCTED C;+F AMIINIM NO. 26 GAUGE (0.45 mm) SHEET 3i' + 31 + 10 - 2 .6' 1 2880 STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS TI j 5 ■ I1�,3 ■ ■ ■ ■ ■ ■ �(lis ■ ■ ■ ■ ----- INTO THE GARAGE G _ _ 63'4" - 51 0n T 0" WINDOW NOTE EGRESS WINDOWS SHALL ROROVIDE A CLEAR OPENING NOT LESS THAN NOTE 20" IN WIDTH, 24" IN HEIGHT, 51 SOFT. IN AREA W/ THE BOTTOM OF �FILLED CELL C:C LUMN MAX. 32" SPACING THE OPENING NOT MORE TH,4N 44" ABOVE THE FINISHED FLOOR AND NC . PART OF THE OPERATING MECHANISM MORE THAN 5411 ABOVE 'THE _ _.. _ _� ._.,_ _ _ .__•_ __ —_. —_ ._..._ __._ _ �..�. .— .__. FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT 'CIOORS AND WINDOWS BEFORE CON61RUCTION-NOTIFY ANNAM CORP. IF ...... CONFLICT EXISTS. OFr�RFAA 1❑11 111❑11111111111❑I `I 1 IIIIIIIIIC711/1111111❑IIIIIII 1 - I❑11111111111❑L --1❑lI11111111101111 III 111❑111111111❑111111111[�IIII '' 11❑ ❑❑11/1❑1 • _ _ _ 0 I � Q IECT C I. I�I IWE I, - /51.00 —li[3 TRSm z ❑111111111111❑[I AIIIII�❑� ❑11111111111111❑''AIM a lhSYd•.7i I •• ��y� PA EF HAND RAIL TO 13 -� r 1❑Illillllllllll�.::...::::.. �► —a `__— -0[IIIIIIAIIII ❑0 - -- 13 ��.lam I D Elm �I� 7./' 0111111111111111 IY]IIIII/IIIII❑IIIIIIIIIIi111 --1❑Illllllllillln❑n 1111�❑Ilnlull�cllllliwlul Illlllull❑nlllllnll❑1111111I I=-1❑111111111❑ull IIIII❑nlnlllll❑ B r O J 30-IN - -- b3i_$u A \ A— 1THIRD E V l�r.., FILLED Cl: L. COLUMN MAX. 321, SPACING G 14 n v v 1/4 11"®11 11e1i Nlltllld 9�'l l"�Iq FI�II" OWN itIm ARM ®I ��I111R■i �IL'19 1 2 - 9 1 0 11 12 14 GENE.I`RAIL_ NOTES dal■I" r 15 1 E L 6 0 zN ppqq a a «n Lu I" W N y°pp�'pp OLO 0 RNZ 3 C N yyv oe 1- NF O 0 N® m vl "J F91 a� a h L w NI�IIIN 10 0, W P m V) W W mz VA N z� 0 L! u �u va o G Va q Za 0'z �Q u m ry am..a�sni nelr G O O Ee 1� lnmla SINtliS F =.IItIII LN®11� Z lop"C-) Q i..l 1�1 r oq S I11m17 .. m 0 pr 20 I �Ilmll M D Drawn by: _,110H �„ I-lvry '177 No. Cadd File NO.: -.�. Sheet No: I (4:a A of --sheets I NEOPRENE CLOSURE SEALANT 15ATTEN WATERPROOF HIP/RIDGE COVER FASTNER CLOSUIRE STANDING SEAM ALUMN- ROOFING PLywoor> SEE W OU69 HIP y RIDGE COWER ELEVATION MATERIALS KEYNOTE SYMBOL DESCRIPTION ALUMINIUM ROOF O EXTERIOR WALLS W1 SMOOTH STUCCO 12" SQUARE COLUMNS RAISED STUCCO 540 A SURROUND <t> DECORATE -SILL t HEADER ALUMINUM LOUVER DECORATIVE SHUTTER <t> DECORATIVE CONC. SIDIZ Loor, L STL OVER Tl ull 24 STAPLE, TFJJ65 AT Ey (SEE F (Ty A m A-1 REAR ELEVATION - zO" L-4 N.T.S. STANDING SEAM ALUMN- ROOFING 26 GA. GALV. METAL VALLEY FLASHING FASTNER AT 12" O.G. STANDING SEAM ALUMN- ROOFING u- 3/4" CDX PLYWOOD SHEA VALLEY DETAIL L-7 N.T.S. STUCCO :4 26 GA,4LUMN. COUNTER FLASHING OR WOOD - DETAIL SHOWN IF FRAME CONSTRUCTION - -------PETAIL SIMILAR FOR BLOCK CONSTRUCTION SEALANT ALUMN. "L" FLASHING NEOPRENE SPACER ROOF CLIP STANDING SEAM ALUMN- ROOFING FLASHING DETAIL 10 11 12 ATTACH RAILNG FLANGE TO HOUSE U)/(2) 5Aro "xi 1/2 "TAPCONS 2"x2" ALUM.TOP. BOTTOM 4 VERTICAL RAILS 10 46" O/C MAX) 111AImlv� pliquit—m— IIIIIIIIIIIIII Rr� / FASTEN VERT.RAILS TO CONC. SLAB ALUM. SHOES FROM RAIL MFR W1(4,S1I6"x 1-1/2"TAF:y,-ONS, L-10 RAIL ATTACHMENT N.T.S. NOTE: VERIFY W/ OWNER FOR RAILING STYLE )P OF TIE 5M, TOP OF TIE 51-1. +34'-6" = (42'-0" NA 7,0 BAND :)P OF 3rd FLOOR n TOP OF FLOOR +25'.41' . !,.c' (�,,.4NAV,-- id LEVEL CLG. LINE ;2ncl +2 5L CLG. LINF, 7t _4 +23-4" (31.4 NAvr- id FLOOR +111-411 iROLIND FLOOR TOP O. ENTRY TIE 5. +12 1 -011 a (200 NA 2ncl POOR PLAN 6 +11'-4" = (ISA NAVD A-10 FRONT ELEVATION 14/4 to 7 1p-010 10 '7 11 12 '14 1 15 V-91. 9 2-1 11-2. EXTER10F, TRIM PROFILES gm LOWEST BOTTOM OF STRUCTURE MEMBER +9-4" = (1-1-4 NAVO) z 0 0 z :56N N <- 0 Lu 0�m hl 4 (L 0 34 Q — z Ng H V) ;i 0 D u U I O Sheet No: f --sheeh- 13 14 15 15 2 TION MATERIALS KEYNOTE CRIPTION MINIUM ROOF ERIOR WALLS W/ SMOOTH STUCCO meb�>DECORATIVE QUARE COLUMNS ED STUCCO BAND d 5URROUND ORATE SILL d HEADER MINIUM LOUVER ORATIVE SHUTTER ORATIVE CONC. SIDING LOOK L a I a 9 F 3 4 5 6 7 I 8 9 10 11 1 12 1 13 1 14 1 15 16 OL TOP OF TIE BM. g +34'-8" TOP OF 3rd FLOOR 6 +25'-4" 2nd LEVEL CLG. LINE A +23'-4" I I � 2nd FOOR PLAN a +11'-4" IST LEVEL CLG LINE a +5'-4" = (11A NAVD) �t an TOP OF GROUND B I v o 40._011 A LEFT (NORTH) ELEVATION 1 2 3 4 Z • Z _ 0 N o o6 m �0 j Nm� uj U. 9 a � a I m L m J v$ go m K Wk � 0, �0uj w mc �Z_qq V v Z " t:° J m w Z� w� HZ <LL J 2 w 0 N 0 Z Za O f O c0� M 0 H a© cr, Q G 5 LLJ all I i'l LJJs A� F a c W W � L z ��Wuj � E e� W 000 .. y CD I� m Maw� 0 N 3 Q � D I Drawn by MOH HVN Project No. Cadd File NO.: Sheet No: of --sheets C 5 6 I 8 I 9 I 10 I 11 I 12 I 13 1 14 1 15 1 16 1 2 4 I 5 I I 8 I I 10 1 j 14 i5 16 J H n RIGHT SOUTTH G 1/4 $I= 1 1-0 '1 I 1 2 3 4 12 r TOP OF TIE BM. n 34'-8" = (42'-8" NAVD) TOP OF 3rd FLOOR = 733ANAV03 2nd LEVEL GLG. LINE ® +23'-4" = C31A NAVD 2nd FOOR PLAN n +11'-4" . (IS.4 NAVD) let LEVEL GLG. LINE +10-4" = (11.4 NAVD) >P OF GROUND FLOOR 6 +O,_O" Sheet No: s' 1 of--shee+ 5 6 7 8 9 10 11 12 13 14 15 16 L_ I f� K IA I C, 1 CROSS SECTION 1/4 01=1 '-0" 1 2 3 A 1 yyy -}�'S4Yi9�3ff'6a'iFi"1`JHA'J4*.W-N.P.f`1 Sheet No: MA n of --sheets 4 5 6 7 8 9 10 11 12 13 14 15 16 7LE Copy m 12 13 14 15 ro 1 2 � IL PRODUCTS WINDOWS (CASEMENT) WINDOWS (FIXED GLASS) FRENCH DOOR (ALUMINIUM) OPENNING SCHEDULE SWING DOORS, OVERHEAD DOORS, FIXED GLASS, WINDOWS AND SKYLIGHTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD BUILDING DESIGN TYPE, SIZE, SPACING, EMBEDMENT PRESSURE EVALUATION AGENCY PRODUCT DESIGN PRESSURE 2 3 16" 2 3/4" TAPCONS INTO E CH CLIP PERMA SHIELD (IMPACTED) ANDERSEN CORP ( ) / X - A ALL WINDOW SIZES SAME ATTACHMENT WORST CASE SCERENO CALCULATED SEE STRUCT. PLANS +70.0 / -70.0 MIAMI / DADE VINYL CLAD (SPECIALTY IMPACT) ANDERSEN CORP 3/16"x2- 3/4" TAPCONS1 1/4" MIN. EMBEDMENT SEE STRUCT. PLANS +70.0 / -80.0 MIAMI / DADE A -SERIES (IMPACT) ANDERSEN CORP #10 WOOD SCREWS IN 2x BUCK 1- 1/2" MIN. EMBEDMENT SEE STRUCT. PLANS +65.0 / -70.0 MIAMI / DADE EXPIRED DATE APPROVAL NO. EXT, STUCCO CONCRETE BLOCK SOLID GROUT 1/2" DIA EXPANSION BOLTS AT 16" O.G. 6" EMS. N/A FL-12496.2 TREATED 2x6 NAILER N/A FL-15905.7 N/A DOHIDI-02 FL-16523.02 L-10 N.T.S. SLIDDING GLASS DOOR SERIES 8100 (IMPACT) WINDOOR 1/4"x2- 3/4" TAPCONS #12 HEAD SEE STRUCT. PLANS +65.0 / -70.0 11/03/2021 15-0715.05 MIAMI / DADE FRENCH FRONT DOOR SERIES 450 (IMPACT) CGI WINDOWS 1/4"x2- 3/4" TAPCONS #12 HEAD SEE STRUCT. PLANS +90.0 / -90.0 11 /09/2021 16-0329.04 MIAMI / DADE GARAGE DOOR HURRICANE (MASTER IMPACT) DAB 5/16"x1-5/8" LAG SCREWS EA. BRACKET SEE STRUCT. PLANS +56.0 / -64.0 02/20/2020 15-0304.02 MIAMI / DADE PRODUCTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD TYPE, SIZE, SPACING, EMBEDMENT BUILDING DESIGN PRESSURE EXPIRED DATE APPROVAL NO. EVALUATION AGENCY PRODUCT DESIGN PRESSURE ENGLERT ALUM. STANDING SEAM. MODEL 2000 - LOC 1"S.S. +/- 128.4 TAS112 O8/23/2021 FL-127512 MIAMI f DADE ROOFING UNDERLAYMENT OVEN CORNING WEATHERCOCK METAL _ THE UNDERLAYMENT SHALL BE INSTALLED WITH MINIMUM 2 SIDE LAP AND MINIMUM 4" END LAP. NA. 08/23/2021 FL-9777.7 L-97.7 MIAMI / DADE STUCCO NA. NA. STUCCO ON METAL LATH +/- 49 NA. NA. MIAMI / DADE MK E� SIZE/ MODEL LOCATION COUNT MANUFACTURE GLASS PRODUCT APPROVAL NO. 2880 FRENCH CABANA O ANDERSEN FL-14285.3 Efl 54W FRENCH FLEX AREA, BEDRM 3, BEDRM 4 ID ANDERSEN 3116" IMPACT FL-14285. 3 N (y mCR SOW FRENCH ENTRY DR 0) D ANDERSEN 346" IMPACT FL-14285. 3 Z p[ ® 14OW SLDG GS DR OCEAN RM O WINDOOR 3/I6" IMPACT FL-II-0622. 02 o 0X 8090 SLDG GS DR OCEAN RM Q WINDOOR 3 6" IMPACT FL-11-0822.02 L1 ® 100S0 SLDG GS OR MASTER BED RM DI WINDOOR 346" IMPACT FL-I1-1219. 05 ❑1 I 16'-0"x8'-0" OH. GARAGE ® DAB J MK SIZE/ MODEL LOCATION DIM. COUNT I MANUFACTURE GLASS DESIGN PRODUCT A PRESSURE ATTACHMENT ATTACHMENT 1 (1/4" TAPCONS) ATTACHMENT 1 (1/4" TAPO") ATTACHMENT 2 (1/2" EXP. BOLTS) ATTACH'1ENT 3 (1/4" TAPCONS) PFROVAL O CX25 FOYER 4FLEX AREA BED 2, LOFT, STAIR (5350) 4 D ANDERSEN FL-124963 IMPACT SEE PRODUCT APPROVAL AND SHOP DRAWINGS BY O OW 15 MASTER BED RM (2450) O ANDERSEN FL-124963 IMPACT IMPACT GUNN'S QUALITY GLASS t MIRROR O CX I6 OCEAN RM, DINING RM (2160) ® ANDERSEN STAIR POWDER RM FL-124963 IMPACT pO CW 16 LAUNDY , LOFT (2460) O FANDERSEN ®UUIMPACT F z IMPACT C15 MASER BATH a BATH 2 (2050) Q RSEN F�P4 O CI4 BED RM 3, BATHRI3 4 AT14 4 (2040) 4 D ANDERSEN! FL-@4963 p p 323 IMPACT O CNI55 KITCHEN (1854) O ANDERSEN� 963 IMPACT O NOT USED IMPACT ANDERSEN \ `TEMP OI 4'-0"X V-0" FIXED MASTER 13ATHRN SHOUTER D FL-159053 $ IMPACT GLASS ERSEN O 4'-6"X 6'-0" FIXED MASTER BATHRM TUB 1 D FL-159053 IMPACT STEEL MULLION FL-15922.11,�T NOTES: A ALL DOOR AND LN OPEPNING PRIOR TO CONSTRUCTION I. CONTRACTOR TO EE ON 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW OW UNITS. A - 4 EXTERIOR OPENING SCHEDULE 3. PRODUCT APPROVAL INFORMATION ( INCLUDING ATTACHMENT)16 SUPPLY BY THE MANUFACTURE ANNAM GOOF. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. 1/4 "=V-0" 1 2 3 4 5 6 7 8 ATTACHMENT ATTACHMENT 3 (1/4" TAPGONS) CONCRETE MASONRY STUCCO FINISH - CONT. SEALANT - ANDERSEN CASEMENT WINDOW DOOR RECESS DOOR STOP DOOR - SEE SCHEDULE DOOR TRACK BY DOOR MPR �••' _u.; L 2"x P.T.UIOOD BUCK CORNER BEAD 5/8" GYPSUM BOARD CONT. SEALANT I/4" SHIM SPACE ATTACHMENT I EXTERIOR 12000 ATTACHMENT 3 WINDOWS 2x4 PT. BUCK ATTATCHED WITH 2x4 PT. BUCK ATTATCHED WITH 1/4" x 3-1/4" LONG TAPCON TO CONC. 1/4" x 3-1/4" LONG TAPCON TO CONC. ATTACHED DOORS WITH 2" 12 BREW ATTACHED DOORS WITH 2" "12 SREW DIRECT TO BUCK AT 6" FROM CORNER DIRECT TO BUCK AT 6" FROM COMER AND AT 12" AT INSIDE. AND PER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. MANUFACTURES SPECIFICATION. ATTACHMENT 2 GARAGE DOOR ATTACHMENT 4 SLIDING DOOR 2x6 PT. TO CONCRETE WALL WITH Ixb PT. BUCK ATTATCHED WITH 1/2" DIA EXPANSION BOLTS 1141, x 3-1/4" LONG TAPCON TO CONC. 6 16" O.0 6" EMBEDMENT ATTACHED DOORS WITH 2" 12 SREW SEE GARAGE DOOR DETAIL M-14 DIRECT TO BUCK AT 6" FROM CORNER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. L-14 OPENING ATTACHMENT N.T.S. NOTES.; BACK CAULK ALL THE WOOD BUCKS (TYP) ALL EXTERIOR DOORS AND WINDOWS WITH CONTINUOUS BEAD VALKUMP SEALANT. MARBLE STOOL SE IN GROUT BED CONT. SEALANT 5/8" GYPSUM SCARE ON Ix P.T. FURRING R-42 FOIL BACKEC INSULATION G-10 CASEMENT WDW. HEAD G-14 N.T.S. N.T.S. 1/2" GYPSUM BOAR® N FOIL BACKE IR-� NSULATION \\l\ I"xP.TFURRMG ---� GCNT. 8EALANT- MARBLE STOOL -_... CORPEiR BEAD 5/8" GYPSUM BOARD IN GR= BED 2^x P.TLOOP BUCK COW. SEALANT CONT. SEALANT- 1/4" SHIM SPACE ANDERSEN CASEMENT WINDOW I/t" O BOARDCN I^xP FURRMG CONT. SEALANT A STUCCO FINISH R4.2 FOIL BACK INSULATION CONCRETE MASONRY UNIT ANDERSEN CASEMENT WINDOW 1/4" SHIM SPACE CONT. SEALANT 2"x P.T.WOOD BUCK P RAISED STUCCO BAND REINFORCED WITH GALVMETAL LATH CONCRETE SILL CAP CASEMENT WDW. SILL AT CONCRETE WALL ANDERSEN FDMP GLASS SYSTEM 114" SHIM SPACE COWTbEALANT ANDBACIER 21xP.TLIO00 BLOCKING t. POURED CONCRETE SILL A A e STUCCO FMIBH D-10 FRENCH DOOR JAMB D-14 FIXED WDW. SILL N.T.S. N.T.S. HEAD, JAMB SIMMILAR IN-SWAG DOOR 9MILAR DOOR - ME SCHEDULE BEE MIBH-] "LD TARO SEALANT SLOFE Va. PER FT. e' A. � COMilimmiBLE FILLER CONCRETE SLAS DTFI02-02 A-10 FRENCH DOOR SILL N.T.S. 9 10 1 11 1 12 CONCRETE MASONRY STUCCO FINISH - CONT. SEALANT- A-14 FRENCH N.T.S. 14 15 FxP.TFIF#em 1/2" GYPSUM BOARD ON FOIL BACKED INSULATICN 2^x P.TLIOOD BUCK DOWNER BEAD N/J" GYPSUM BOARD COW. SEALANT -1/4" SHIM SPACE DOOR HEAD 16 z • 0 a 0 301) eta 4< 0 Nm as<� U 0 a c o w i a m� L �m J �IDW Im V)Z ul` W yz aLL J w= 2 w D O N Z �O 0 � r°0 M H n O C/) C§ � LJLJ \ � c) of = =a= C) <t E� 5 0 �I w o ly W R E W 0004 y O S O N CCU ^ M Drawn 6y. MOH HA Project No. Cadd File NO.: C Sheet No: e A of --sheets t2" TOPPING (BY G.C.) SECONDARY POUR N (BY G.C.) #4 BAR CAST IN BEAM AT 6' U.S. 4'-0' O.C., #3 BAR CONT. AND #4 x 1 -6" LG BAR S : •• 3 1 -2"t 3 4" BRG. - GROUTED IN CORE, ONE PER PLANK.(BY G.C.) 8" MASONRY WALL. BEYOND W/REINF. (BY G.C.) I SEGTION 1J1 SCALE: 3/4" = 1'-0" 3 4 5 6 7 r IRREGULAR POURED GONG. COL. w/6-% 0 CONT. y .a •' 20 5 REBAR CONT. a :.L'}t' w/ 03 HOOP a 12" O.C. Ct I' 4 r Y 1.0 ' ! 14'-10 1/2" �'• 'r' Y N. 7 OF AM T OF AM �7C 5 f CI Cv 99'_I!A" FI 94'_9n G f� 8 1 9 1 10 1 1 1 12 1 7, 14 CB -I TOP OF BEAM Sim b LAUNDRY CHUTE /'s1 EL. 23'-2° r—SIZE. LOCATION (2) 1 -- k),, _ pR (2 G.C.TOPPING (BY G.c.) LQ 6 HOLLOW . „ SECONDARY POUR w ..: O r L (BY G.C.) a _ _� i Ui n • O O I I �� ...: CORE SLOPING 1 I 4� n „ #4 BAR CASE IN TOPPING :. \ 2 T03 4 -0" 0 C AND 8° U.S.' I�' (---- � #3 BAR CONTINUOUS. (BY G.C.) •! LAP VARIES 8" MASONRY WALL W/REINF. (BY G.C.) 2 SEGTION _ �� SCALE: 3/4' 1 -O' K7 ry 3FIOWER RECESS BY GC. I'+ 4 BAR CONL 1 TOPPING s :it6? 32" TOPPIN CBY G.C.) (BY c.c.) .. '.4 i � • 00 HOLL CORE / � • 8" W/ 2 TOPPING J' 8" U.S. r 6" U.S. "� LAP VARIES ' 3 ,!2"t 3 4" SRO. y • - • •. CAST IL/ BEAM OJA 04 BAR CONT. M 4' SECTION CONC. BEAM • .. a #5 BM CAST IN BEAM AT W/REINF. (BY G.C:) , 1 ' ' • 4 -O' O.C., 4 BAR COW. L r .,.,.,: C2 TOP FLOOR ELEV, 24'-0° S" HOL CORES SYS WITH 2" T IN!x C-- 5 CB-1 S ■ 2 _— -. AND #4 x 1 -6° LG BAR " GROUTED IN GORE, ONE PER_"K. (BY GC.) ��.. N �:.. ...........: ..: S :i2. ■ i:i::ii::.:...i .:iE ■ ■ ■ ■ ■ °'. S. 17 ■ �5EGT1 ON � W cB-4 5 c�-1 a cB-I �SCALE: 314r__T. I i TO OF AM EL23'•2n GROUTING BUTT JOINTS (BY G.C.)_4 n: •. _ ±/"TOPPING (BY G.C.) t2" TOPPING (BY G.C.) G-4 THIRD LE Er �T ING - -_ n-0"__._./L IVARIES::1/4"=1 U.S.`J-.3 i/2"t 3/4" BRG.STEP DOWN (BY G.G.) TOP OF V ) TOP � BEAM BE EL. 10'-b" rJ ) ELEV. 10'-2" 4 SEGTION G3 _ SCALE: 3/4" = V-0" :':" •:i:'' ai: ::: �iiii: .. ....... ..: ■ ■ .... _ :' ■ •: t2" TOPPING U: {BY c.c.)r A Ao CS -I SECONDARY POUR `<;' .. �' ■ ■ ■ _ .: ALA BELOW y�4 BAR CASE IN BEAM AT 4 -0" O.C.,3 BAR CONT. •, 3 1 2"t 3/4' BRG. . 8' U.S. SLOPE „ n TOPING 2 TO 4 AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE! ' - -< c $n $n PER PLANK, (BY G.C.) 1j t" 8" MASONRY WALL W/REINF. (BY G.CJ \ CB-i S" HOL CORES SYSTEM WITH 2" T 5 SEGTION 4" - 4 .F - SCALE: 3/4" = 1'-0" 111: ....: ' w ... .. .:. $ $ 2a 5 REBAR CCNT. 70P FLOOR -$--- GI Gv ll' An U t2" TOPPING (BY G.C.) SECONDARY POUR (BY G.C.) ' OO -- #4 BAR CAST IN TOPPING ,? 4'-0" O.C., AND : 8" U.S. ##3 BAR CONTINUOUS. ` (BY G.C.) '. j : LAP VARIES z 3 8" MASONRY WALL s W/REINF. (GC.) J 5EGTION s SCALE: 3/4" = 1•-O' GROUTING BUR JOINTS W (BY G.C.) t2" TOPPING t1" GYPCRETE (BY G.C.) (BY O.C.) C 00 Q -_ SI 8" U.S: .. .. 8" U.S. LAP VARIES .1 - LAP VARIES ( 8" MASONRY WALL W/REINF.. (G.C.) � SEGTION SCALE: 3/4 0" 1 2 II� e 17�0 r Of�N 4 a s cB-I ' GB -I LB -I y'—q" . LB-1 IT'-$" " T/L� 11C CL AM 3-1 NOTES. VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES 70 FIT DOORS AND WINDOWS BEFORE CONSTRUCTION. ALL STEPS FROM MAIN FLOOR 70 BALCONY WILL BE ADJUSTED ON FIELD BY BUILDER TO ACCOMODATE THE DRAIN SLOPE AND FILED CONDITION. 8 9 10 11 12 1 GROUTING BUTT JOINTS (BY G.C") t2' TOPPING (BY G.C.) 8' U.S.- �i ,. -8" U.S. 3"t , 2" BRG, 3"t 1 2" BRG. #4 HOOKED BAR CAST IN 8" MASONRY WALL BEAM O 4'-0" O:C & AND #4 BAR HORIZONTAL IN W/REINF. (BY G.C. ) CORE, ONE PER PLANK. (8Y G.C.) [8_ ON k,Z J _5_EGTI SCALE: 3 4 = i—•-G" LINTEL SAFE LOADS TABU (CAST—CRETE) MA LENGTH OF LINTEL GRAVITY UPLIFT LATERAL s LINTEL TYPE A 3'-4" 2231 1569 1025 8U8 B 4'-0" 1966 1363 765 8U8 C 4"-6" 1599 1207 592 8U8 D 5'-4" 1217 1016 411 808 E 5'-10" 1062 9{)9 340 8U8 F 7'=6" 743 727 424 8U8 Cx 9'-4" 554 591 326 8U8 H 10'-6" 475 530 284 8U8 N BEAM CB =CONCRETE TIE BEAM WB =WOOD BEAM BB =CONCRETE MASONRY BOND BEAM STL s STEEL BEAM � LB =PRECAST LINTEL BEAM LAM =LAMINATED WOOD BEAM MARL( SIZE TOP STL. BOftOM Sri. MIDDLE STL. REMARKS F-CE-171 8" % 12" 2- # 5 2- # 5 - -IA 8" x 12" 2- -# 5 2- # 5 #3 HOOPS ®6" O.C. $" x 16" 2- #5 2- # 6 #3 HOOPS ®12" O.C. C *3 8" x 18" 2- # 6 2- # 6 2- # 6 #3 HOOPS ®8" O.C. _ 12" x 18" 3- # 7 3- # 7 #3 HOOPS ®12" O.C. W/ARCH CB-5 12" x 24" 3- # 9 6- # 9 #4 HOOPS ®, 8" O.C. IN 2 LAYERS CB-b " 16" x 28" 4- # 7 4- # 7 2- # 7 #3 HOOPS ®8" O.C. 16" x 24" 3- # 7 4- # 7 2- # 7 #3 HOOPS ®8" O.C. 16" x: 16". 3- # 6 3- # 6 3- # 6 #3 HOOPS ®8" O.C. —�-- CB-$ 8" x 28" 2- # 5 IN2 6 AVERS 2 If 5 #3 HOOPS ®6" O.C. W.O./ARCH -0-2 8" x 24" 2- # 5 2- # 5 2- # 5 #3 HOOPS ®12" D.C. _ C -10 8" x 12" 2- #6 2- # 6 #3 HOOPS M 3" O.C.TO 2'-0" FROM EACH END 15d.5-1111 S" x 20" 3- # 6 3- # 6 #3 HOOPS O 6" O.C. CANTILICER BM 4#7 -- -12 8" x 24" 2- # 7 IN 2 LAYERS #3 HOOPS ®6" O.C. 8" x 8" 1- # 5 PRE -CAST LINTEL -- -- I. ALL LINTELS TO BE BY CAST GRE7E AND POURED SOLID W/ $LOCK AND BEAM ABOVE I 13 14 15 1h sx t W � Q Sheet No: p 1 i .A 4 �r �. of �,F c-:I-s 1 2 3 4 USP TRUSS ANCHORAGE SCHEDULE IN OR EQUIVALENT HARDWARE PRODUCT VI L STRAP DESCRIPTION UF'LIFi Lbs l LATERAL FI LAL''2 10d GOM NAILS A USP HTA20 (6) 10d 980# (DOUBLE STRAP) 590 660 „ B USP HTA20 (9) 10d 1480# (DOUBLE STRAP) (ONE PLY) 590 660 C : USP HTA20 (10) 10d 1500# (DOUBLE STRAP) 590 660 p USP HTA20 (1) (10) 1Od 1650# (DOUBLE STRAP) (ONE PLY) 590 660 --- 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 2-15d TOENAILS FROM TRUSS TO WOOD BEARING 500. 500 $ H USP RT24T OR RT24TF'. (8) t6d E.E. 1255# ADD 2-16d TOENAILS FROM TRUSS TO WOOD BEARING 500 500 I USP HTT22 (32) 10d 5370# (1) 5/8"x 12 E.B. _ - ,J USP USC OR EUSC (8) 10d E.E. 11150# (4)3.4" x 6" a-.b.AT BEAM - *1 K USP HTR16 (2) 1750# 1 STRAP EA. SIDE OF TRUSS 1180 1320 L USP LUGTC2 10d 1350# (10) 10d TO TRUSSES, (8)10d TO 575 575 (20) TO STUDS & (2) 10d TO PLATES M USP MUGT15 (20) 10d. 1350# (10) 10d TO TRUSSES, (8)10d TO 3965 3965 (:S TO STUDS & (2) 10d TO PLATES 14AWWAIRRE SHALL BE MANUFACTURED BY USP LUMBER CONNECTORS COMPANY AND INSTALLED IN ACCORDANCE WITH MANtFACTURER'5 SPECIFICATIONS (RE: 20M UPS CATALOG) FRRS MAY BE USED iF STRAP SIZE, GAUGE AND K UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED. Notes: I: Where more than one strap is used, multipiy the uplift capacity by the number of straps. Example: "of straps 2D 'Mark 2xI24OIbs = 24W Iba uplift capacity 2. The uplift for each truss/girder 1s lose 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 J that any unmarked trusses have an uplift range from l to SOO Ibs). 4. All truss to wood connections to be MARK I, unless otherwise noted. (This means that any unmarked trusses have an uplift range from I to 1415 Ube). n 5. Alternative trues anchors w/ equal uplift t lateral load capacity maybe aubalituted w/ engineer's approval m- -_- FC-ABLE END TRUSS (IF APPLICABLE). am ROOF PLAN 4% F"OVIDE VS' SPACING AT PANEL EDGES AP - SURM 9/4" FibNG. EXPOSURE I, G-D -EWOOD TRUSSES F LlTllOOD SHEATHING _ _ ® 24" O/C (SEE ROOF PLAN) _,',''=II `\�� PROVIDE 2x4 BLOCK • �" ALL PLYWOOD BE BTWE EEN IST (3) ifd188Ea �� ®. LATERAL BRACING P NAIL SEAM W/ 10d • 4' REQUIRED (SEE TYP. EACH SIDE OF SEAM ® WALL SECTION) NAILING: SC4EDULE (BLOCKING DIAPPIRhCa1M) VIE' SPACE AT EDGE "LNG 10d • 4' OE. PANEL ENDS INTEIR MEDIATE NAILX10d • 4' OL. BOLNCW NAILW. 10d • 4' O.C. END BLOCKING ® CORNER NAILW. Iod • 4' O.C. BEHIND FASCIA F BOND BEAM OR TIE BEAM (SEE TYP. WALL SECTION) s �5 M.4Te1C-a +-4 I1 '4T a Tom.' I L AIAI 41 E: HIP END ri I-1 4 I., I — 41 �1 2 I I I k�. ®� h' GABLE END f I1 h' �3') Ie, OF ACTION WD. TRUSSES OR FRAM'G. 24" O.C. DIAPHRAGM SOLINDRY PL >ZUOOL,) FLOOR/ ROOF 514E-4R DfAP14A6M SCN,EDULE PANEL GRADE FRAM'G, TRUSS SPCG. MIN. PANEL TI IIGKNESS NAIL ING COMMON NAIL SOZE REMARKS a DIAPH 5OUNDRIES a OTHER PANEL EDGES ROOF APA RATED ISeATHINKs 2'-0" MAX. 3/4" MIN. 4" r ZONE 1,2 4" a ZONE I iOd. S.6 R SHANK NSLOCKED DIAPHRACI UNA, ON PLAN . 4® ZONE 3 n 4 a ZONE 2 t3 APA RATED T*G GLUE AND SCREWED UN.O. ON PLAN r> 7 LATERAL BRACE 8 1 9 1 10 B AGINO NOTES: PERMANDTIT 2' X 4' DIA60NAL ERACINS IN THE PLAN OF THE NEAREST WEB MEM5M CONECTION WITH (2) - 16d NAILS IN EACH NO IN AT LEAST (3) TRU56E5 AT APPROX. 46 DESREE ANSLE. NEF. Hl"I, Fig. 37, 3b E 3I). PERMANENT BRA0149 IN THE PLAN OF THE STF416TU2N_ BOTTOM CHORD OF THE TRU55. CONNECT WITH (2) - 16 d NAILS IN EACH TRU55 ROOF ONLY). RACING: TO BOTTOM CHORD UJ/ 2-16d NAILS TO THE TOP OF EACH TRUSS -5 PERMANET 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 LOAISS FOR TRUSS, CONNECTIONS HAVE BEEN DESIGNED BY RATIONAL ANALYSIS FOR THE ACTUAL LATERAL LOADS AND DO NOT EXCEED THE ALLOWABLE LATERAL LOADS LIST ON THE STRAP CONNECTION SCHEDULES INCLUDED ABOVE POURED SOLID W/ BLOCK AND BEAM A50VE MAXIMUM LATERAL L.OADS AT ANCHOR SPACED 24' PERPENDICULAR TO WALL = 4S0 LB PARALLEL TO WALL = 360 LBS 12 IT 15 THE RE91PON51BILIT( OF THE BUILIDERA99ZSCIN5 EREcnirg THE .. TO INSTALL ADEGUATE TO PFEVENT TOPPLIN9 OF TFIF-36M. FOLLOW ALL REGO41EIVATION5 IN 7PI ROLICATION '!_. JxxA • °a4- 4 & 13 14 15 1 16 FNEUt-IATIG FA,5TENEfR LEGsEND NOTE: ALL FASTENER AND NAILING TO BE STAILESS STEEL PNEUMATIC P,45TNER5 — iTW RAMSET / REDHEAD APPLICATION SIZE TYPE SPACING REMARKS MTL STRAP TO CONC. 1/4"xl-3/4" BLOCK OR TIE SEAM PARSON AP PER STRAP NON BRCS. WALL SILL 300 HD 5/32" DIA. SHANF PLATE TO CONC. SLAES 1/9" WASHER SERIES 12" O.C. W/HEAD W/ " R " AND KNEEWALLS 3" LONG1524 SDI LOGO STAMP METAL LATH 4 WIRE FASTNERS — PNEU—FAST CO. APPLICATION SIZE TYPE SPACING REMARKS i6 GUAGE W/ 6" APART WIRE LATH MIN, 1 1j4" 0101 - I SIDE LAPS PENETRATION 9"APART i& GUAGE W/ 6" APART SEE SF.B.0 SEG1 3/6" RIB MTL. LATH MIN,1 1/4" " 101 - I SIDE LAPS 35023 PENETRATION 9" APART 35042(CXbb) METAL ROOF TILES — ATLAS COLLATED NAiLS APPLICATION SIZE TYPE SPACING REMARKS 010-12xMETAL ROOF HEAD '1WOOD SLEW OR PANCAKE LV MMAANRFUILE SEC_ R9053.5 W. *2 PHILLIP- SEALENT I SSTL. SPEC'S AND 9053.E NOTES:: ALL FASCIA AND DRIP EDGE NAILS SHALL BE 316 STAINLESS STEEL ROOF/WALL SPEATHING ATLAS COLLATED NAILS APPLICATION SIZE I TYPE I SPACING I REMARKS 3/4" ROOF SHEATHING 3" x .148" 106 S.S. pOF _ 411 3/4" WALL SHEATHING 2 11/2" x -131" RING EDGES - 4" SHANK ALL ROOF / WALL SHEATHING NAILED 4" O.C. NOTES: - 1. HAND NAILING MAY 13E USED IN LIEU OF POWER DRIVEN FASTNERS 2. STAPLES SHALL NOT ESE USED FOR THE ATTACHMENT OF UNDERLAYMENT, ANCHOR SHEETS, ASPHALT SHINGLES OR TIN CAPS. STAPLES SHALL NOT ESE USED FOR THE ATTACHMENT OF ROOF SHEATHING TO ROOF FRAMING MEM15ER6, B. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING ESUCKS SHALL 13E AS PER MANUFACTURERS SPEC'S. 4. ALL FASCIA MATERIAL SHALL ESE HAND FRAMED. G14 I GENERAL NOTE:, A-5 GCF FRAMING 1 /4 =1 —0AND D LOWER RO F AT ENTRY 5 11 6 7 1 8 1 9 17 11 12 13 14 15 16 9, Z ZN2WC _ Q�j Q W i�0 �6M_ " m a 0 � N W Oy �0 � N Nmg — U U sI M < F G Z �jV r o O E_ ; 05 F Q o -- o g.. J U E o e yTM U m 5 on Yn ® C Ix Q 3 Cn ZD C �/ M F? Sheet �Noo: [t-U V o LS of —sheets A 2 3 4- 5 n I 9 10 12 II A, II\ K L r.� NOTE&: HANDRAIL SHALL BE DESIGNED 4 CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 LB APPLIED ANY POINT AND IN ANY DIRECTION, HANDRAILS HEIGHT 30" - 34" PICKET TO REJECT 4" SAFE GUARD RAILS HEIGHT 42" MINIMUM 2x6 SAFEGUARD TOP 1/4" COUNTERSUNK LAG SCREWS ''(I EA. PICKET) z J VZ (y w 2x2 PICKET 5P CED TO ®O � ( REJECT 4" DIA, BALL. O 0 O (VERIFY W/ OWNER FOR STYLE) Y READ 1/4" COUNTERS NK' LAG SCREUIS d EA. PICKET) STAIR STRINGER 6AEEG�UASD [DETAIL NOTE: HANDRAILS TO RETURN TO WALL OR END AT TERMINAL POST FLOOR STRUCTURE HEADER OR GIRDER TRUSS T 25) I 2x12 STRINGER' FF-1 Ti PICAL INTERIOR STAIR & RAIL DETAILS �I N.T.S. I D CONTINUOUS BARS 0 EXTEND TO WITHIN 1 1/2" OF FORMS FOR BEAMS, 2" FOR FTGS 0 SEE SCHEDULE F AT CONTRACTORS OPTION, PROVIDE COMER BARS SAME SIZE 4 NUMBER AS BEAM OR FTG WITH GREATEST TOTAL AREA OF STEEL IN LIEU OF STD SO- ACI HOOKS 0 LAP BARS 4a BAR? EACH LEG:. STANDARD c304 ACI HOOKS ILA^, GONG NOTE: AT BEAMS W/ COLUMNS BELOW ro -� HOOK BARS DOWN INTO If COLUMNS 4 LAP 0 VERTS AD .1 CORNER BEAM f24...--...._.... K�NTS FOOTING SIMILAR 2 3 4 (2R +TR = 24 Ia 1011 = 24.4" 2x TREADS \ NAILED AND SET IN MASTIC \ FIN. FLOOR P.T. 2x4 BOT. PLATE OR APPV'D EQUAL. A-7 N.T.S. 6 3r,/8" METAL PLATE TOP 4 BOT. TOP BARS STD. HOOK FIRST STIRRUP 35ia" VERT. METAL (25 gad STUDS ® IS" O/C STANDINGS SEAM METAL ROOF INSTIL. AT SELECTED AREAS a 4 TYP. BETWEEN COND. 4 UNCONDITIONED SPACES SEE ANCHOR SCHEDULE VERIFY W/ CONTRACTOR • ROOF PLAN FOR TIE DOWNS L PRE-ENG. ROOF 2X6 NB, 27211 BLOCKRUSSES TRUSSES 024" O.G. BOTT. BARS '/2" GYP. BD. OR 112" M.R. (GREEN) GYP BD. ALUMINIUM SPRAY 6" FOAM R-22. INSULATION �; AT WET AREAS DRIP EDGE DOUBLE TIR1S887RAPING LI L2 L3 48 FRAMING SPEW FROM TRACK v 7OP of BEAM VARIES TO STUDS TYPICAL (SEE ROOF PLANJ NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR R.S. CEDAR "X I in TAPCON 24" O.C. 2x8 1x2 ROOF EDGE. CEDAR • I • P.T. Ix3 FIRESTOP CONT, P, 2'-0" ON. 8"x12" CONC. TIE BEAM GONG. SLAB I w/ 4-05 m CONT. U.N.O. DECORATE OUTLOOK ' SEE ELEVATION R-S MASONRY CORE FILL INSULATION L— 8 STEEL PLACEMENT L —1 INTERIOR WALLS STUCCO LAP SIDDING NOTE: COMBINE INTERIOR INSULATI ON SECOND FLOOR 4 ABV. AND CONCRETE BLOCK " R-20 N.T.S. N.T.S. NON BEARING WALL P.T, N3 FIRESTOP CONT. R-9 MASONRY CCRE FILL INSULATION 1-1/2" BILK RCCESSE 1/2" GYPSUM BOARD CONT. RE -BAR ON P.T. MTL FRAMING FURRING • 16"O.C. 8" CONCRETE TOP OF BEAM - HOLLOW CORE. TOP GONT. BARS VARIES (SEE PLAN) 5PLGE AT MIDEPAN 4.4 ONLY AS REO D _ a s--' --4--' STUCCO BAND .. SEE ELEVATION 0.50 L2 Ig UNDERSIDE OF I -LOORING DECK ¢, "G" BAR "Oil BAR OR L3 "E" BAR OVER AC, SPACES WILL RECIEVE ^ CREATE R-19 SPRAY FOAM INSULATION 030 030 GANT. CONC. TIE BEAM 030 LI LI OR L2 LI OR L2 L SPAN SEE BEAM SCHEDULES C ATkR CiWATER DROP CEILING HEIGHT VARIES �•" SMOOTH STUCCO ON 1/2" GYPSUM BOARD t FIRST FLOOR ON Pl. MTL FRAMING FURRING • 16"O.G T,GONT. 0.125 0,125 R-9 MASONRY CORE FILL INSULATION BOTT. U L2 BOTT. 0,125 BOTT. OVERLAP VERT DOWELS S GONT. LZ GONT. R-N FOAM INSULATION MIN. 4'-8" (SEE FOUND. PLANBAR M1Kb"FOR 812E f. LOCATION) MR BARS 1-1/2" SILK RCCESSE WOOD BASE CANiILIVER FIN: GRADE FIN. LI L L2 L3 V. 0 • v( � ELEV. P'-m�� x , •. • .. x NOTE: "D" BAS B ARE TO BE USED AT BOTH ENDS OF A SPAN UNLE55 "0" BARS 1 = L • GRADE SEAM R FROM ADJACENT SPAN ARE GREATER OR "C" BARS OR Tin BARS ARE REQUIRED BEAM L� }, �J /' I /� STIRRUP LEGEND CONCRETE PILING BEA " I RF I FORD I I ` O 3/0 = #5 Opm SEE PILING PLAN 3/O = 03 CLOSED N.T.5. 2M = 02 HOOO 5 i F-8 BEAM REINFORCING DETAIL F14 TYP, WALL SECTION N.T.S. 1/4"=1'-0" 51MP5ON LT512 STRAP NAILS TO RACK OF LEDGER W/4 10d NAILS AND W/4d NALE5 TO TRU55E5 7-No LEDGER W/ "'xY TAPCON AT V1 O.C. STAGGED (TYPICAL TOP AND BOTTOM) 5IMP50N L11526 W/4-10d NAILS TO TRU55E5 4 4 10d NAILS TO LEDGER LEDGER DETAIL AT ROOF TO CCIICRETE WALL 7 1 8 9 I 36 H.'STAIR RAILING W/ I PICKETS AT 4" O.G. MAX. STYLE AND DESIGN AS SELECTED BY OWNER AgK ELEV. EXISTING _ _ TOP OF 2ND FLR - 2ND Vxro" JOISTS AT LANDING I ~ AT 16" O.C. I PROVIDE FIRE STOP AT%MPOINT 1 OF EACH RUN OF STAIR I Net 2 12 g 12" .c SIMPSON LUS28 OR EQUAL AT EA..STAIR STRINGER 2-2"x12" LEDG — 1" FINISH TREAD ATTACHED TOWALL W/ 5/8" x -1 1/2" L W DGE 3/4" CDX.RISER 4 SUB TREAD ANCHORS W/ A HERS ® 12" O.0 ST RED 2x4 P.T. LEDGER BD. SECURED TO SLAB W/3" HILT] PINS OR EQUAL AT 12" GIG. NAIL STRINGER TO LEDGER W/ 16-d NAILS STAGGERED. 11 ELEV. +0'-0" FINISH FLR PLANs e s? s • e e e es e • 4 w • •i • • p' -.s ••s ve ♦ • sp A-12 TYPICAL STAIR DETAIL NTS. 10 0000071 1 12 13 14 15 z g� I' 0 Z rh n 0 3 '40 = � a 0 ap P� j 22 0 �U a V. L Li n T L I ,jSo N {j 0 P II L _j LO E h 01 k, N � x Zum -- t, Z n !=�' w ZO D m i^ M % Z rc = J � u taw In -0 w Q Za Z O °0 q� /0 h d c/') .� yT� F 4aC® w 5 GY as Sub E .�P 0 a W 1- a� cn cn -_ 1 s pr c S-leet No: !r, f l` a ` of --sheets _z A 1 67 13 14 15 1 2 - - win N lvmm�- a w! milliq LIM vw% mmmmlmp� ELECTRICAL LEGEND ELECTRIC METER a CZE ELECTRIC PANEL C31 A/c DISCONNECT If) 240 VOLT RECEPTACLE KITCHENHOODA ------ ------ fl- -_ I DUPLEX OUTLET ------- ---- ------------------ - ----------------------- qp ---------------------- qp qp AMA Lx$�_4j 0 -HALF SWITCHED 6 6 L--_ 0 DUPLEX OUTLET N 05L WP­ i2t WEATHER PROOF DUPLEX OUTLET ...... - ------- % =0 (6D 0 ------ r FLOOR OUTLET I UNDER CCU D I Of IOSAL 4 COUNTER TELEPHONE JACK% DINNING ---- - --- - ---- - ------- DISHWASHER_ TELEVISION JACK fWOAW _61 - 01� AFF-� GUEF RM Gr­ CENTRAL VAC. HOSE OUTLET FAN -64 WALL SWITCH ITC E i 0�j 0 44, 3-WAY WALL OLUITC44 -6-4v 4-WAY WALL SWITCH ---- - -- - ---- 44R DIMMER WALL SWITCH __r --------- �z --------- Azz-_­ L ------------- MICROWAVVI- c -ox MOTION WALL SWITCH 'tz 0 PUSH ]SUTTON SWITCH ANTRY WALL OR CLG. MOUNTED FIXTURE FLOOR 0 kPT. mill J. BOX J L ------------------ J' L ------------ __J JUNCTION BOX r---- ------------ - -------- - - ------- --- ---- PULL CORD FIXTURE j - ------- I f 1 TT T' I i ly REcEssrm Licvw FIXTURE P PAN M �415 VAPOR PROOF RECESSED FIXTURE VP $dt FLOURESCENT LIGHT FIXTURE -------- L --------- I ------- J ---------------------------- I r ------------------- 0 1111111 !!1' r --------- ------- 11 4c� rLOCV LIGHTS R 1 'JI To UF O EXHAUST FAN DETECTOR COM50 CASON MONOXIDE DETECTOR 4 SMOKIF O THERMOSTAT L L FaT SPRINKLER TIMER VERIFY LV CANER SOFFIT■ I INTERCOM �s_m ■ "ACTUAL LOCATION 5�� SECURITY SYSTEM KEYPAD db ----------------- MOTION DETECTOR LIAR I I I M LEI] I I INEREPPOI I I I I I Imi I I I I I I I Iml I IN 111111110 1 m 111111111 01 --- P 21 ------------ L E� CHIME DOOR ALARM SOUND WHEN OPNED G-5 SECOND LEVE"L _011 1/4 =it -ELECTRICAL CONTRACTOR SHALL VERIFY WITH FP4L THE LOCATION SERVICE AND SHALL LOCATE THE METER 4 PANEL AS REQUIRED. POTABLE GENERATOR PLUG -ALL ELECTRICAL WORK To CONFORM TO THE NATIONAL ELECTRICAL CODE MUST 15E METAL OR U.L. RATED FOR USE IN ONE HOUR CONSTRUCTION- VERIFY V OUNER (PROVIDE OPTIONAL CAT-5 HIGH SPEED DATA OUTLETS- ONLY PER OWNER REQUEST) +1413 FOR ACTUAL LOCATION -ALL OUTLET BOXES FOR RECEPTACLES, TV ANTENNAS, OR TELEPHONE JACKS IN RATED WALLS 48" AFF. OR ABOVE RAIL -ALL BATHROOM AND GARAGE OUTLETS TO M G.F.C.I. TYPE. - 20 AMP, CIRCUIT 0111111111011 m --------------------------------■- -ALL OPENINGS REQUIRED, 13y ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FINISH 5 V ram AND FIRE RATED BY ELECTRICAL CONTRACTOR ■ -INSTALLATION WEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED;i. WALL HUNG TELEPHONE 56" AFF J TELEPHONE JACKS 12" AFF LIGHT SWITCHES 48" AFF RECEPTACLES 12" AFF 12" AFF TELEVISION JACKS FLEX 5fDAGE ii Cs CAR CHARGER ALL NEW BRANCH CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(B) S To C4WORM WITH TELEPHONE CO. REQUIREMENTS FOR FAN_�� -ELECTRICALcoNTRAcToR GAR�*rz R TELEPHONE EQUIPMENT INSTAILLATIONt -CO-ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTI-ER TRADES TO AVOID C4VNFLICTS, PRIOR TO FABRICATION, INSTALLATION AND ERECTION WITH HVAC -ELECTRICAL CONTRACTOR TO VERIFY ALL WVAC UNIT CONNECTIONS UNIT CONNECTIONS WITH 14VAC CONTRACTOR PRIOR TO INSTALLATION. ..... . -- ------------ --- - ----- --- D -ALL METERS, METER CENTERS AND DISCONNECTS TO 15E APPROVED BY FLORIDA POWER AND LIGHT. --- ------- - - -ALL SMOKE DETECTORS SHALL BE Ile VOLT, HARDWIRED TO DEDICATED CIRuT 7- BATTERY BACK-UP, INTER -CONNECTED, AND INTEGRAL WITH ALARM SYSTEM. 1 GOVERED N -ELECTRICAL CONTRACTOR SHALL NOT INSTALL OUTLET BOXES BACK TO BACK: THIS 18 IN ORDER TO FAT10 PREVENT SOUND TRANSMISSION BETWEEN ROOMS C.- I -ALL RECEPTACLES AND SWITCHES TO BE DECORA TYPE. (U.N.O�) TAMPER RESISTANT RECEPACLE6 (NEC 406.12) ARE REQUIRE FOR DWELLING IN ALL AREA AS SPECIFIC IN 2011 NEC210B2 ALL 125 VOLTS 15 4 20 AMP. RECEPTACLE AfT 0�01T:m rf MOO I I I I I I I 111011 1-011 Af4: 2'r =F l. it ---------------------- AFF ...... VN L - --------- --- p I y 1 ya F--]F--] FOYEIR -------------------- I D II'W I L-V Yj I L U L�!5 db F7 — ---------- ----------- __j I I I I I I Hill I I I I I I Poll I I I I I I llm77FT=m 1.5 + All D 0 1Z _.Q:�ANT ABV� A A-5 FIRST LEVEL Ij 2 3 4 5 6* 7 8 9 1 10 1 1 12 13 14 1 11-1 1 Z • 0 z LU 051n MCI U) N :e S 0 lzo 06 0- 0 . i U) C4 0 R I 0 D c4m FA in — m — 41 F) 0 0 (NI V 44 S s'6 N . tj MIN M m in 0, K E 0 w w z z w z D 0 J z u D Sm 0 V) Z U; Z Z 0 0ti rg Z LTI 'T _4 CD Co (D uj Iwort, C:) a"64 V) D /\ TE M tTTMIT SET 04-28-20' B Sheet No: IAa LECOPY ? 4 5 I 6 I 7 8 9 10 1 12 I 13 15 16 N, 1vl G 1) C D A� BIRD LamIV/ EL ELECTRICAL LEGEND g ELECTRIC METER 0 ELECTRIC PANEL O( A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED GW.P. $ WEATHER PROOF DUPLEX OUTLET a TELEPHONE JACK TELEVISION JACK OV CENTRAL VAC. HOSE OUTLET tq WALL SWITCH 44' 3-WAY WALL SWITCH - 44'' 4-WAY WALL SWITCH 44" DIMMER WALL SWITCH PUSHBUTTON SWITCH y), -( _ T-;zr WALL OR CLG. MOUNTED FIXTURE EXTERIOR WALL MOUNTED FIXTURE J. BOX y {Y} JUNCTION BOX PC. _1` 1' PULL CORD FIXTURE RECESSED LIGHT FIXTURE V.P. VAPOR PROOF RECESSED FIXTURE i� FLOURESCENT LIGHT FIXTURE 4015 FLOOD LIGHTS O EXHAUST PAN O SMOKEDETECTOR Q THERMOSTAT L.1 SPRINKLER TIMER INTERCOM K�11. SECURITY SYSTEM KEYPAD MOTION DETECTOR 0 CHIME CABON MONOXIDE DETECTOR AND SMOKE DETECTOR COMBO TYPE SQ A LOAD CENTER SERVICE 120 / 240 1* 3W MOUNTING FLUSH POLES: 40 MAIN BUS 200 AMPS NEUTRAL FULL MAINS M.L.O. A.I.C. 10000 ELECTRICAL PANEL 'A' BRKR WIR LOAD (WJ DESCRIPTION CKT! CKT.• DESCRIPTION LOAD (WJ WIRE BRKR 40/2 #8 1,500 A.H.0 M W/ HEATSTRIP i 2 A.C. COMPRESSOR'1 5ff 08 30/2 3 4 20/2 MO 1200 INILINE WATER HEATER (GAS) 5 & OVEN 5OM nb 40/2 1 8 20/2 010 1200 COOKTOP (GAS) 9 10 WATER HEATER 4500 M0 25/2 II Y2 20/2 010 2500 DRYER 13 14 _PNL B 12,225 +b 60/2 15 I6 20A 012 1200 WASHER 11 Is IRRIGATION PUMP 3500 92 25/2 20/1 M2 1200 JACCUZI PUMP 19 20 20A 012 122 LAUNDRY LIGHTS 21 22 GP.I. RECEPT. O 014 20A 20A 012 O2 GP.C.I. RECEPT. BATHROOMS '23 24 EXTERIOR LIGHtB 20A 012 GP.1. RECEPT. OUTSIDE 25 2b DRYER 2500 M0 20/2 20/1 012 W.I. RECEPT. OUTSIDE 21 28 20A M2 1200 WASHER 2S 30 SPARE 20/1 012 SPARE 31 32 SPACE SPACE 31 38 39 1 40 NOTES: N/C = NON CONCURENT A/C LOADS TYPE SQ P,LOAD CENTER SERVICE 120 / 240 16 3W MOUNTING FLUSH POLES: 40 MAIN EUS 60 AMPS NEUTRAL FULL MAINS MLA. A.I.C. 10000 SUB - PANEL B (GENERATOR PANEL) BRKR WIRE LOAD (W) DESCRIPTION CKTJ CKt! DESCRIPTION LOAD (IW WIRE BRIM 20/1 012 U2 W.I. RECEPT. GARAGE I 2 GP.C.I. RECEPT. BATHROOMS O M2 20/1 15A 014 M. BEDROOM 3 4 DEN / GUEST 014 15/1 M. BEDROOM 5 6 DEW GUEST M. BATH LIGHTS 8 BEDROOMM. n M. BATH LIGHTS 9 10 BEDROOM 03 KITCHEN LIGHTS II 12 LIVING ROOM 20A 012 1200 REFRIGERATOR 13 14 LIVING ROOM 20/1 012 1200 DISHWASHER 15 I6 DISPOSAL 1200 012. 20/1 20A 012 1200 GARAGE DOOR OPENER I1 18 MICROWAVE 200 012 -20A 20/1 012 SPARE Is 20 SPARE 40/2 % 1000 A.H.0 R W/ HEATSTRIP 21 22 A.C. COMPRESSOR 01 5W00G0 M3 30/2 23 24 SPACE 25 26 SPACE 21 28 25 30 ID ALL BEDROOM CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(5) Q GEN LIGHTING ( --- SF a 3W/SF) = 11058 W. (GEN LIGHTING INCLUDING GARAGE, PATIO AND BALCONY) LOAD CALCULATIONS lot 10.0 K.W. ® 10090 10.0 REMAINING K.W. ® 40% 15.5 31650 A/C HEAT STRIP m 65% 12.15 240 V. 156.Samp. 31/650 K.W. 2.6 W/ 1.5 NEUTRAL IN 3/4" P.V.C. 3-02/0 COPPER IN 2" PVC 200 100 MAIN moiz OK200 COMBOAMP AMP NEUTRAL AHU. M IJ 200 PNL SUS C 4 AMP PNL BLMBC e BLANK m MAIN FEED THROUGH FILTER ILUGS 22000 A I C A.I.C. 10000 UNDERGROUND TO F104L TIE-IN LOCATION _47__, 04 COPPER GROUND TO 5/5X& GROUND ROD 4 GOLD WATER PIPE 4 FOUND. STEEL NOTE_ ALL FIXTURES IN CLOSETS TO COMPLY W1 NEC 410-8 ELECTRICAL 14 GENEIRAL NOTES z • z 0 rn N 0 wni "4t� F- 1n ELU ® e I rim Y �0 4L d 0 a a� U U I\A a o O 04 � J a M P to E R 2� W g; Z v z W Zu� Z w= V) s o n i j of u Mo M U_ i G a I.-_ § LLJ Sheet No: of--s1!eets T\ 2 I 3 6 7 8 �J 10 12 13 14 15 16 RILE COPY