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HomeMy WebLinkAboutBUILDING PLANSGENERAL STRUCTURAL NOTES: APPLICABLE CODE5, A. CONSTRUCTION 5HALL BE IN AGCORDANGE WITH THE 2010 EDITION OF THE FLORIDA BUILDIN6 GORE AND ASCE T-10. THE ABOVE SHALL GOVERN EXCEPT WHERE OTHER APPLICABLE GODE5 OR THE PROJECT CONSTRUCTION DOCUMENTS ARE MORE RESTRICTIVE. DE5I6N LIVE LOADS: A. ROOFS 20 FSF B. WIND I. BANG WIND SPEED: I To MPH 2. IMPORTANCE FACTOR: I=IDO 3. EXPOSURE : D 4. INTERNAL PRE55URE COEFFICIENT: *.18 5. DE5I6N PRE55URE5: SEE TABLE EQLWQAlU r)E5La A. DE5I6N OF INDIVIDUAL AND CONTINUOUS FOOTIN55 15 BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P5F (DEAD LOAD PLUS FULL LIVE LOAD), PLACED ON THE NATURAL UNDI5TURBED SOIL OR COMPACTED STRUCTURAL FILL, BELOW TOPSOIL. CAST IN PLACE CONCRETE: A. ALL CONCRETE DE516N 15 BASED ON THE " BUILDIN5 CODE REG )IREMENTS FOR REINFORCED CONCRETE' (ACI 310-08). B. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE 5TRENCTH OF 3000 PSI. G. PROVIDE GONTINUOU5 SHEAR KEYS AT VERTICAL COLD JOINTS AND SHOM LOAN CDRA NITN65. D. CONCRETE SHALL BE PROPORTIONED UTILIZING TYPE II, TYPE II MODIFIED, OR TYPE E. CONTRACTOR SHALL NOTIFY 5TRUGTURAL EN61NEER OF GOLD JOINT LOCATIONS PRIOR TO OR DURIN6 CONCRETE FORMING. F. ALL EXPOSED EPSE5 AND GORNER5 SHALL BE GHAMFERED 3/4 INCH. 6. ALL ANCHOR BOLTS FOR BEAM AND COLUMN BEARING FLATE5 SHALL BE PLACED WITH SMINC7 TEMPLATES, U.ND. H. EXPANSION BOLTS HFERE REGjUIRED (SEE STRUCTURAL STEEL), SHALL BE LDCATED AT A MINIMUM OF FIVE BOLT DIAMETERS FOR CONCRETE ED6E5 AND SPACED A MINIMUM OF TEN BOLT DIAMETERS, LWLE55 NOTED OTHERN5E ON DRAWINGS. 1. PROVIDE AB CONTROL JOINTS AT 16 FOOT MAXIMUM 5PACIN6 EACH WAY SLAB • 5LA:B REINFORCEMENT SHALL CONTINUE THROU&H THE JOINT. CONTROL JOINTS SHALL BE A MINIMUM OF 1/4 OF THE `FLAB DEPTH, AND MAY BF PROVIDED BY 5AWIN6, TOOLING, OR FORMING. 5AWNI6 SHALL BE STARTT WM L�T AEI S�ALL BED CONCRETE HAS SET WITHOUT CONCRETE RAVELIN6. WHERE APPLICABLE, COORDINATED WITH TIE ARCHITECT TO AL16N WITH JOINTS FINISHES. RFINFORGIN6 STD A. ALL DETAILING, FABRIGATION, AND PLACEMENT OF REINFORcm STEEL SHALL. BE IN AGCORDANGE WITH THE ACI MANUAL OF CONCRETE PRACTICE B. EXCEPT WHERE OTHERWISE NOTED ON THE DRAWIN&5, REINFORON6 BAR5 5HALL CONFORM TO ASTM SPECIFICATION A615, LATEST EDITION, INCLUIDIN6 5UPPLEMENTAL REGIUIRENE:T51 AND SHALL BE GRADE bo• C. AT SPLICES IN CONCRETE, LAP BARS 36 BAR DIAMETERS. AT 5PLIGE5 IN MASONRY, LAP BARS 46 BAR DIAMETER5. AT CORNERS, MAKE HORIZONTAL BAR5 GONTINUOUS OR PROVIDE CORNER BARS. BAR5 INTER5EGTIN65 AT RE-ENTRANT CORNERS SHALL CRO55, WITH EACH ENDING AT THE FAR FACE OF THE WALL WITH A STANDARD HOOK AT STANDARD COVER UNLESS, OTHE.RYiSE ON THE DRANIN65. '°'ROUND OPNI&5 AND STEPS IN WALL5, PROVIDE (2) #5'S EXTENDING 2' EN -0 BEYOND EDGE OF OPENING OR STEP. SPLICED ONLY AT AN BETWEEN PIERS, ND HORIZONTALIZONTAL BARS, T THE Top OF THE 6RADE BEAMS, BOTTOM SHALL BE BO OM N3AR5 SHALL BE SPLICED ON PIER GENTERLINE5. D. EXCEPT A5 NOTED ON THE DRANIN65, MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE IN ACCORDANCE WITH AGI 318.08. LATESTE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM 5PECIFICATION A-185, . EDMOK F. FOR MINIMUM REINFORCEMENT OF MASONRY, SEE MASONRY NOTES BELOW 9 GAGE SSE WIRCS AND 9 GAGE 6. MA50NRY JOINT REINFORGIN6 SHALL BE MILL GALVANIZED TRUSS TYPE WITH CRO55 WIRE5 AND SHAM CONFORM TO ASTM A-82, LATEST EDITION. AT SPLICES, LAP SIDE R005 b° MINIMUM. AT CORWR5, PROVIDE PREFABRICATED CORNER SECTIONS. MA50NRY: A. CONCRETE MASONRY UNITS SHALL BE MODULAR, SHALL CONFORM TO A5TM CAO, GRADE N, TYPE I, AND SHALL B: PRODUCED WITH LIGHTWEIGHT OR NORMAL WE16HT AGGREGATE. B. MASONRY UNITS 5HALL BE LAID IN RUNNING BOND. MINIMUM CLEAR DIMENSION OF VERTICAL GORE5 SHALL BE 2 INCHES BY 3 INCHES. C. UNLESS NOTED OTHERWISE, BOND BEAM5 SHALL BE FORMED WITH VERTICALLY VOIDED UNITS WITH PREGUi KNOCKOUT CRO55WALL5. D. MORTAR SHALL BE ASTM CZTO, TYPE M, WITH AN AIR CONTENT NOT L 56 STRUCK FLUSH FADES. E. COMPLETED HEAD AND BED JOINTS SHALL BE FULL OF MORTAR, ANP F. GROUT SHALL WITH ASTM C.4T6, SHALL HAVE A MINIMUM 2L3 DAY COMPRESS, STRENGTH OF 2 OO COMPLY P51, AND MAY BE FINE OR COARSE TYPE. 6ROUT SHALL HAVE SUFFICIENT CONSISTENCY FOR POURING Wf„�1U7' SE&RE6ATIOR AND MAY BE CONSOLIDATED BY STICK OR VIBRATOk- 6. NEWLY LAID MASONRY SHALL BE PROTECTED FROM RAIN, OR GOLD Y'EATHER, A5 RE(i11RSJ, FOR 24 HOURS H. VERTICAL CONTROL JOINTS SHALL BE PROVIDED FULL HEIGHT OF MA50NRY HALL. AS LOCATED ON THE E DRAWINGS. THE JOINT 5HALL BE PROVIDED AS A CONTINUOUS HEAD JOINT WITH THE MORTAR RAKED B&<3/4 INCH AT THE EXP05ED FACE(5) AND 50 PERCENT OF THE HORIZONTAL REINFORca4aIf GUT AT THE JOINT. THE JOINT SHALL THEN BE CAULKED TO 5PECIFICATION5. 5TRU TI HOOD FRAMING, A. STUDS SHALL BE STUD GRADE AND BETTER SOUTHERN PINE, MIXED 5CTIITH P!E OR HEALL UNL£55 NOTED OTHERWISE, AT INTERIOR WALLS, USE 2X45 o Ib° DIG. STUDS OVER W-0 H16H SHIALI HAVE SOUP 5LOCKIN6 AT MIDHEICMT. B. PLATES BEARING DIRECTLY ON TOP OF CONCRETE AND MOOD FRAMINI6 ME14BERS, 5HALL BE TREATED FOR M015TIRE RE5I5TANC.E. TO N01�1A1. pIMEN510N15 C. SOLID 5APN TIMBER OTHER THAN 2' LUMBER, SHALL BE ROUGH 5ANN INDICATED ON THE DRANIN65. D. ROUGH SAWN LUMBER SHALL BE GUT FROM SELECT SOUTHERN PINE, E. ROUGH SAVN LUMBER SHALL BE &RAVED BY A QUALIFIED TIMBER GRA AO A61EIIIGY APPROVED BY THE COUNTY BUILDING DEPARTMENT A5 FOLLOW5: Lr100 P51 AT I. MINIMUM ALLOWABLE FLEXURAL BENDING 5TRE55 FOR BEAMS SHALL BE NORMAL LOAD DURATION. 2. MINIMUM ALLOWABLE HORIZONTAL SHEAR 5TRE55 FOR BFAM5 `.#RILL BE 40 P5I. 3. MINIMUM ALLOWABLE MODULUS OF ELASTICITY FOR POSTS GR OEAMG 5V'4'LL BE I,S00000 P51. RAFTERS. UNLESS NOTED C7Mff 5E, F. PROVIDE WIND ANCHOR AT SUPPORT5 FOR ALL ROOF JOISTS AND T ANCHORS SHALL BE SIMPSON OR EGM)AL, AND SHALL BE ORIENTED 70 NOT LNT�E KITH DRYWALL PLAGEEaNi. 6. EXCEPT A5 NOTED OTHERWISE, MINIMUM NAILING SHALL BE PROVIDED AS SPECIFIED IN THE TABLE 23OAAI '"TENIN6 SCHEDULE" OF THE F.B.C, 2010 EDITION. H. HEADERS OR BEAMS BUILT IF OF INDIVIDUAL MEMBERS SHALL BE NAILED T(D6ETi♦8R SECURELY TO ACT AS ?E UNIT. UNLESS NOTED OTHERWI5E, USE ONE ROW OF 16D NAILS o 12' O/C FULL LEN&THI FOR EACH 6" OF ME135Z DPTH. I. UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE NOMINAL 5/8"THIGK, APA 40/20 RATED PLYNOOD 5MATHIN6 EXF05URE I. INSTALL IN ACCORDANCE WITH APA RECOMMENDATIONS AND AS NOTED. J. TRUSSED RAFTERS, OR MANUFACTURED JOISTS, 5HALL BE DE51C%ED BY A FLORIDA RE51STFRED ei& NN: T) SUPPORT THE FULL UNIFORM DEAD AND LIVE LOAD5 AND ANY OTHER 5UPERIWO`EP LOADS. R 3 ARRAWa �T AN! MEMBER FORGES SHALL. BE DETERMINED BY THE FABRIGAToR. STRESSE5 50A-L NOT EXCEED TH05E ALLOV� BY TIE F B G., 2010 EDITION. WHERE HANGERS ARE REGUIRED TO BE ATTACHED TO A TRUSS TO SUPPORT OTHER RPMIN6P�'% SUPPLIER SHALL PROVIDE ADEQUATE STRENGTH AND SURFACE AREA IN TRU55 ELEMENT5 FOR HAH5--R NAILII6. FIELDVERIFICATION K EX 5TI% rON5T-R Ir TION. A. DIMEN9IONL5 AND ELEVATIONS OF EXISTING CONSTRUCTION ARE SHOWN FOR BIDDING ONLY. B. CONTRACTOR SHALL THOROWHLY INSPECT AND SURVEY EXISTING CONSTRUCTION TO VERIFY DIMENI<ilONlx ELEVATIONS, ETC. PNICH AFFECT THE WORK SHOWN ON THE DRAWINGS. y G. REPORT ANY VARIATIONS OR 0I5GREPANGIE5 TO THE EN61NEER BEFORE PROCEEVIN6. f!( STRUCTURAL EEMON AND BRACIN6 REQUIR-ESL15 - ; A. THE 5TRUGTURAL DRAWINGS IHU5TRATE THE COMPLETED STRUCTURE VdTH ALL TIER ELEMEW5 IN THEIR 19NAL I P051TION5, PROPERLY SUPPORTED AND BRACED. B. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE 5HORIN( AND BRAGIN& AS MAY BE RE6L*REP DURING CONSTRUCTION TO ACHIEVE THE FINAL COMPLETED STRUCTURE: SHOP DRAWINGS d GALGULATION5: A. CONTRACTOR TO FURNISH (3) PRINTS EACH OF ENCORE SLAB A PILE NAP RERFORGIN6 STEEL PLAGB'BIT, 5TRUCTURAL STEEL PLACEMENT 4 G.I.P. CONCRETE WALL SHOP DRAWIFH65 TO ENGINEER FOR REVIEM,; PRIOR TO FABRICATION. I, A, 1� FILE Copy DOOR SCHEDULE CKT. QTY DlEfICRIPTION WOOD 61-A55 SIZE OA q 1-14, POCKET DOOR YES NO 2'-6" x 8'-0' © 2 SIR INER DOOR NO YES, 2'-0" x 6'-0' © 2 5.4, DOOR YES NO V-O" x V-0" OD 13 H.0 DOOR YES, NO 7-6' x V-0' O 2 2'-0" BI-FOLD DOOR YE5 NO (2) 2'-0' x &'-0" O 2 I'-b' BI-FOLD DOOR YE5 NO (2) 1'-6' x 8'-0" 6O I I'$' BI-FOLD DOOR YE5 NC 1'-b' x V-0' HI'-3" BI-FOLD DOOR YES NO (2) I'-30 x 8'-0' lO I 16400 X V-0" OHD NO NO 16-0" x 8'-0" 0 I 5. . DOOR W/ 12' 51DE LITE YE5 YES Y-O" x V' DESI N WIND LOAD SCHEDULE (PSF) WIND ZONE ZONE #4 (INTERIM ZONE #5 (EXTERIOR) INWARD I OUTWARD INWARD OUTWARD ALL WAIN- 4Tq -52.4® 4-1.11 -%.4® OPENINGS ZONE '4' 15 THE INTERIOR ZONE. ZONE '5" 15 THE EXTERIOR ZONE WHICH 15 BASED ON THE FOLLOWING: 10% OF ENDWALL WIDTH = (0.I0x40.00') 4.00' 40% OF DEAN ROOF HEIGHT = (0.40)x1659 6.60' CANTROL5 "A' 4% OF LCINC7EST WALL = (OD4)x53.85)' 2.15' 3 FEET (MINIMUM) 3 FEET(MIN) DESIGN IS D ON ASGE 1-10, Ii0 MPH WINDS, EXPOSURE '0', AND AN I TANCt FACTOR =1D0 ABOVE TABLES FOR WIND LOAD5 ARE BASED ON COAST OR NON -COASTAL BUILDIIS ZONES FOR ANY TRIBUTARY AREA ON I M BUILDING AND THE ROOF SLOPE 6RFATER THAN 10' BUILDIN65 CATER6ORY I FOR TH15 DE516N. 6.G. NOTE: ALL ARE ZONE 6LAZIN6 BE PROVIDED O WITHtiTAND MAX. F�55lIRE5 5HOWN IN 2 2 Al — A A I > < I � I I A I --- I PLAN ELEVATION 3 NAILING PATTERN SCHEDULE • NAIL TYPE NAILINAv PATTERN 1 #6 ST5 4' O.C, o ED6E5 6" O.G. o INTERMEDIATE FRAMING 2 #6 5T5 4' O.C, o ED6E5, 6" O.G. o INTERMEDIATE FRAMING 3 #8 5T5 4', o ED6E5 4" OG. o INTERMEDIATE FRAMING (2) 2X TOP. It ADHESIVE GAULK EXTERIOR INTERIOR INTERIOR P.T. BUCK WINDOW (2) 2X BOTT. e WOOD NOTE: WINDOW OPENIN65 TO HAVE I x 3 (MIN), PRESSURE TREATED WOOD USED FOR WINDOW MOUNTING SURFACE. WINDOW BUCK TO 13E ATTAGFED WITH IOd COMMONWIRE NAILS 4" FROM EN05 d 8" o% AROUND PERIMETER ALTERNATE 15 U51146 #10 WOOD 56REN6 WITH A MINIMUM EMBEDMENT INTO 2x4 OF 2". THESE SHOULD BE SPACED W FROM ENDS OF B1GK5 AND O 18" O/C AROUND PERIMETER OF BUCKS. INSTALL WINDOW PER MANUFACTURERS STRUCTURAL 5GREW HOLE LOCATIONS AND SCREW SIZES. AN ADHESIVE WATER -PROOF CAULKIN6 SHOULD BE USED FOR SEALIN6. HURRICANE SHUTTER AND WINDOW / MANDOOR BUCK —5EGTION NO. 5EGTION NO. # # SECTION SCALE: #"= I'-O" 5HEET NO. 5HEET NO. 5EGTION 15 5EGTION 15 DRAWN ON GUT ON FILE COPY E GLASS "B" AR TOP GONT 0.25 L1* 0.25 L1* 5PLIGE AT 0.25L� C. B OO 2„ 0.2 or L2* or L2" MIDSPAN or L3* x "D.. BAR INT INT Q � I c• • C• • 1o SCHEDULE •' I • SHE "G" BAR : TOP BAR AT INTERIOR SUPPORT (IN ADDITION TO TOP GONT BARS) PLACE IN SAME LAYER AS TOP GONT BAR5 (U.O.N). LOCATE AT R16HT SUPPORT OF SPAN INDICATED IN SCHEDULE. "D" BAR: 'SOP BAR AT EXTERIOR SUPPORT (IN ADDITION TO TOP GONT BAR5) PLACE IN SAME LAYER AS TOP GONT BARS (U.O.N)• "INT" BARS : INTERMEDIATE BARS LOCATED AT A SPACING EQUAL TO THE WIDTH OF THE BEAM BUT NOT GREATER THAN 12" ABOVE BOTT BARS. IF MORE THAN ONE PAIR, PLACE IN LAYERS OF TWO. GLASS "B" #4 23" #5 72" TENSION SPLICE #5 2cl" 50" (3000 P5I CONCRETE) #6 35" #10 91" * WHIGHEVER 15 GREATER. TES 1 1 /2" _ oI CL INTERIOR BEAM SPANDREL BEAM NO WHEN ADJACENT BEAMS OR TIE BEAMS HAVE TOP GONT BARS OF DIFFERENT SIZE, THE TRANSITION SHOULD BE MADE AT MID5PAN OF THE BEAM WITH SMALLER SCHEDULED BARS. USE LAP SPLICE LENGTH OF SMALLER 51ZE BAR. ( 2L ) - INDICATES EARS PLACE IN TWO LAYERS. WHERE BAR5 ARE PLACED IN TWO LAYERS, THE SECOND LAYER BARS MUST BE PLACED DIRECTLY UNDER BARS IN THE FIRST LAYER (IF TOP BAR) OR DIRECTLY OVER BAR IN THE FIRST LAYER (IF BOTT BAR). PROVIDE I" CLEAR DISTANCE BETWEEN LAYERS OR ONE BAR DIAMETER, WHICHEVER 15 THE GREATER DISTANCE. SCHEDULED BEAM SIZE5[:5EE DIAGRAM A ] "B" INDICATES BEAM WIDTH DIMENSION. WHEN BEAM 15 OVER A BLOCK WALL, USE ACTUAL BLOCK WIDTH (7 5/8" or 11 5/6" ). "H" INDICATES BEAM DEPTH DIMENSION. LE55 1 1/2" FOR RECESS FOR BLOCK WALL DEDUCTED WHERE APPLICABLE, OR MINIMUM DEPTH IN A VARIABLE DEPTH BEAM. GOORDINATE BEAM CONFIGURATION WITH ARCHITECTURAL DRAWINGS. TYPICAL BEAM BAR PLACEMENT DIAGRAM N.T.S. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPON8111LITY OF THE CONTRACTOR OF RECORD THIS STRUCTURE HAS BEEN DESIGNED , AND REVIEWED FOR COMPLIANCE OF° FBC 1606.1.4 FOR ONE OF THE FOLLOWING. 3 INTERNAL WIND PRESSURE (Ins- WINDBOgNEDEBRIS PROTECTION I IMPACT RESISTANCE GLAZING (Int By THESEpt 111�Irl(%nitfl�d ORES, ENS AO cPOWGnONSSORK REOLAREO RY RELD INSPECTORS THAT. MAY PF NECESSARY W ORDER TO COMPLY WITH ALL: APPLICABLE CODE ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COM Iq REVIEWED Y DATE PLAN AND PE MIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE FILE COPY W ra ry N ,4: Z p g 3 °,Nz w� 5 ,q_ ISSUE DATE: AUG. 13, 2014 REVISIONS t. 2. 3. 4. 5. 6. 7. s. s. 10. 11. 12. PRINT DATE: N/i C:) 00 U I— U ITp�C14 �\^y, W W� WW to CA I� r � O PROJECT Y: 14-041 SHEET A A-1 R COLD Ta SQUARE FOOTAGE TOTAL UNDER AIR 1551 SQ. FT. GARAGE 444 SG. FT. PORCH 152 SG. FT. TOTAL 2155 50. FT. FLOOR PLAN 50ALE: Am = 1'-0" GC NOTES: 1) ALL SMOKE ALARMS TO BE DUAL USE CARBON MONOXIDE DETECTORS PER FBG 2010 R315 2) CLIMATE 0E51GN CRITERIA TERMITE RISK VERY HIGH SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SO. FT. FOR GROUND FLOORS, 5.7 SO, FT. FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24'H OR 20'W SILL NOT MORE THAN 44" ABOVE FLOOR. ISSUE DATE JULY 31, 2014 W� Z w � � w x w w � zM �OW H� PROJECT k. 14-041 A-2 21� HEIGHT PLPL I� PL� PO FF 3'--0Y4m RIDGE 21' 1 PL12�6 i�T p RIGHT E SCALE: Y4" = 1'- K-K/0.1, I I r., r1' &1\ rl t l IA Ti! kI PWW'WrlFr: l=ire id CRAWL5PACE VENTS TO COMPLY WITH FEIG 2010 R3222.2 t R408.1, TYR, CON57RUCT W/ 2X4 E-VATION >I H -C c rn v7 UNON l: t ISSUE DATE: AUG. 13, 2014 REVISIONS 1. 2. 3. 4. 5. 6. 7. 6. 9. 10. 11. 12. PRINT DATE: L PRO ! llllll\7\ WOC z W W W 1r' L�UzM OW �o PROJECT . 14-041 SHEET k A-3 26 6A. METAL ROOFING OVER 30# FELT DRY -IN OVER %" GDX PLYWOOD OVER PRE-EN61NE5RED WOOD TRUSSES o 240 o/c, TYP. PL� 2X6 P.T. FASCIA HARDI PLANK SIDING OVER 30# FELT MOISTURE BARRIER OVER 3b' COX PLYWOOD 2X6 PRE-ENGINEERED WALL PANELS BY W K05T o I6' o% 2X6 BOTT. PLATE 2XI2 P..T. RIM JOIST SIMPSON G516 X 3'-0' W/ (I6) IOd NAIL5 TO EA. WALL PANEL STUD, WRAP UNDER 2X8 P.T. BRG PLATE 0 0 0 in R-14 IGYNENE FOAM INSUL. 12 51 51MP50N MT512, WRAP UNDER DBL TOP PLATE, TYP. EA. TRUx PROVIDE (u STUD FOR EA PLY UNDER G.T., TYP. % Tdb PLYWOOD 12" PARALLEL CHORD TRU55E5 o 16" o%, P.T. R-H IGYNENE FOAM IN5UL. Yi' J-BOLT o 16' o% 8' GMU STEM WALL W/ 9 6A. DUR-0-WAL HORIZ. REINF. a 16' O/c GRADE �I I I I i_ 12' X 18GONG. GRADE 12' l4 I BEAM w/ (3) #5 REBAR TOP 6 BOTT., 03 SI1RRUP5, 3' GLR. ALL 6" b' SIDES, SEE PLAN FOR 5PA. I'< HELICAL PILE, 25T woRKING CAPACITY, SEE PLAN FOR LOG. de -er SECTION 6ROUT GMU 50LID BELOW GRADE PROVIDE 9 6A. DUR-O-WAL HORIZ. Raw o 16' o% #5 DOWEL X 0 48" o/c, MAX., SEE PLAN FOR SPA, R-14 IGYNENE )4' GYP. FOAM I115UL. PROVIDE (1) STUD FOR EA. PLY 2X6 a 16' o% PRE-ENGINEERED UNDER G.T., TYP. WALL PANELS, P.T., BY W. K05T V4 T16 PLYWOOD TRU55 C.O. 2X6 BOTT. PLATE 12' PARALLEL 6HORD TRUSSES • 2XI2 P.T. RIM JOIST - ♦ • \q 10d NAILS TO EA. KALL PANEL STUD, MAP UNDER 2X8 P.T. BIRS PLATE FOR E30NO BREAKER LAYER I�L!??44♦Iil�l�DliJ�J�l�l�l�l �♦ _"_ 6 MIL VAPOR BARRIER OVER TERMITE TREATED COMPACTED 501L #5 DOWEL X o 48' o/c, MAX., SEE PLAN FOR SPA. 12' X 18' COW. GRADE BEAM w/ (3) #5 REBAR TOP 4 BOTT., x3 5TIRRUP5, 3' GLR ALL SIDES, SEE PLAN FOR SPA. I' HELICAL PILE, 25T WORKING CAPACITY, 1 SEE PLAN FOR LOG. 12" r 2 SECTION 5-1 SCALE: Yz'=I'-0" 6ROUT GMU 50LID BELON &BADE PROVIDE 9 GA. VAR-0-NAL HORIZ. REINF o I6" o/G U °w o con U o 3 AW ISSUE DATE: AUG. 13, 2014 CA PROJECT B: 14-041 SHEET i S-1 3 F a PLUMBING DROP BELOW J015T SPA. 2 J015T Kai Im , Abp- 5 2.OE PARALLAM PLUS P5L 5LI X CONT. (TYP) J015T SPA. FY4'XI4' 2.OE PARALLAM PLIS P51- 5LI X F7 a m 5-1 CONNECT TO EXISTING 5B LINE 12'-4K2' FLOOR FRAMING PLAN SCALE: Y4 = I'-O' 6C NOTES: 1) ALL BELOW F PLUMBING FASTENERS TO RE51ST FL FORCES 2) GRAWLSPACE TO COMPLY WI1N FBG 2010 R32222 R406.1 r 5-I SIM. 26 6A. METAL ROOFIN6 OVER 30# FELT DRY -IN OVER %' CDX PLYWOOD OVER PRE-EN61NEEPED WOOD TRUSSES a 24" o/c, TYP. PL� 2X6 P.T. FASCIA LEVEL RETURN HARDI PLANK SIDING OVER V CDX PLYWOOD 2X6 o I6' o% PRE-EN61NEERED WALL PANELS, P.T., BY W. KOST TIZ)9 CO. 2X6 BOTT. PLATE 2X12 P..T. RIM J015T 31- AV 51MP50N 0516 X 31-0' N/ (16) IOd NAILS TO EA. WALL PANEL STUD, WRAP UNDER 2XB P.T. BR6 PLATE SIMP50N MT512 W/ BLOCKING- 51'4"XI4' 2.OE PARALLAM PLUS P51L SLI X CONT., PROVIDE M015TLRE BARRIER BR6 R-19 ICYNENE FOAM INSUL. 12 51MP50N MTS12, WRAP UNDER DBL TOP PLATE, TYP. EA. TRU55 R-19 ICYNENE FOAM IN5UL. PROVIDE (1) STUD FOR EA. PLY UNDER 6.T., TYP. V4 T46 PLYWOOD 12" PARALLEL CHORD 1RU55E5 o 16" o/c, P.T. R-19 ICYNENE FOAM IN5UL. V J-BOLT a 16' 0/C 8' CM STEM WALL #5 DONEL X a 48" o%, MAX., SEE PLAN FOR SPA. u in 12' X 18" CONC. *RAVE BEAM w/ (3) #5 REBAR TOP b BOTT., #3 5TIRRUP5, 3" CLR. ALL 6" 6" SIDES, SEE PLAN FOR SPA. HELICAL PILE, 25T IjdWORKING CAPACITY, SEE PLAN FOR LOG. de 3 SECTION 5I SCALE: Y2"= 1'-0" GROUT CMU SOLID BELOW GRADE or (2)SECTION 5 I SCALE: )�'=1'-O' VERT, TYP. EA. 1RNER 3 CLOSED TIES A5 SHOWN Z- 51MP50N HETA20 3'-6� 16" 50, CMU COLUMN BLK W/ #3 ll�- CL05M TIES AS SHOWN X 9' 50. (4) #5 DOWELS XI PROJECT 42" 12" 36' VIA. X 2'-6" PILE CAP W/ (4) #5 X 2'-0' VERT. E (4) #3 X 3O' m CLOSED TIES, 5EE PLAN HELICAL PILE, 25T -ALLOWABLE CAPACITY, SEE PLAN FOR LOC. OM5O NO W ra N N QwN�� U �r >w� u 0 v ISSUE E DATE AUG. 13, 2014 REjEMSIONS pRnFESA�`�� W00 z W Zw x w _ ` W kf) 4, W M z O z h-� r O PROJECTS 14-041 SHEET ff S-2 51M35ON MT512 W/ BLKG !Y4 XI4" ZOE PARALLAM MJJ5 PSL SLI X CONT., PROVIDE BR6 MOISTURE BARRIER BR& i0 ROOF FRAMING PLAN SCALE: Y4 = I' -ON 4 HARD -I -PLANK SIDING OVER 30# FELT OVER W P.T. PLYWOOD 2X6 P.T. PRE-ENGINEERED WALL PANELS BY R KOST TRU55 CO., STUDS ® Ib' o% 2X6 P.T. BOTT. PLATE W/ %'m SIMPSON TITEN BOLTS, SEE PLAN FOR SPA. r 12' X IV' GONG. GRADE BEAM w/ (3) #5 REBAR TOP < BOTT., #3 STIRRUPS, 3" GLR ALL 51DE5, 5EE PLAN FOR SPA. HELICAL PILE, 25T ALLOWABLE CAPACITY, SEE PLAN FOR LOG., TYP. w s SECTION 5-I SCALE: Y2"=1'-O" 6 SECTION 5 I 51,ALE: Y2"=I'-O' VERT., TYP. EA. >RNER X— 51MP50N HETA20 16" 50. GMU COLUMN ELK W/ #3 CLOSED TIES AS SHOWN X 9" so. i- (4) #5 DOWELS XI PRO-EGT 42' 12" 36, VIA. X 2'-b" PILE GAP W/ (4) #s X 2'-0" VERT. 4 (4) #3 X 30" m CLOSED TIES, SEE PLAN HELICAL PILE, 25T ALOWABLE CAPACITY, SEE PLAN FOR LOG. 6' CURB W/ (U #4 X CONT. A5 SHOWN #5 o 12" o% W/ 9" HOOK o ENDS AS 51-10WN 6 MIL VAPOR BARRIER OVER TERMITE TREATED GOMPAGTED 501L #4 o Ib' o/c W/ 9" HOOK o ENDS H rn FCC No U Q��N �n U o 3 V r y r 5,51..,� X. ISSUE DATE: JULY 31, 2014 REVISIONS t. 2. 3. 4. 5. 6. 7. 6. 9. 10. 11. 12. PRINT DATE: o III 111 ` N ¢I O 4 C) D -i * --Q PROFE������\ 7W 00 U W W 1n IU" zM � O PROJECT A 14-041 SHEET d: S-3 2b 6A. METAL ROOF�OVER 30# FELT DRY -IN OVER ' GDX PLY OVER PRE-EWINEERED WOOD TRU55E5 0 24" o%, TYP. 2X4 LADDER FRAMING 0 24" o/c 2X6 P.T. FASGIA, GONT. SOFFIT VENTS GABLE END TRUSS PL� (3) 2XI2 P.T. IW SIMPSON HUG212-3 6X6 POST, P.T. 2X4 DIA6II BRAGIN6 48' o% 2X6 0 16' o/c PRE-EN61NEERED WALL PANELS, P.T., BY W. KO5T TRU56 CO. SIMP50N 0516 X 3'-O' W/ (16) IOd NAILS TO WALL #5 0 12' o% W/ PANEL STUD, WRAP UNDER 9 HOOK o ENDS 2X6 P.T. BASE PLATE AS SHOWN„ EXP. JT. �V Tis #4 0 16' o% W/ 9" HOOK o ENDS 6 MIL VAPOR BARRIER OVER TERMITE TREATED GOMPAGTED 501L (2) #5, 3' GLR e BOTT. IN 8' WD X 15' DP THIGKENED ED6E SECTION S I SCALE:V=1'-O' Yz' PLYW D 'W/ M015TLRE BARRIER. N EXT. FACE 2X4 O Ib'� 0/4 . T512 EA. % 6 PLYWOOD 12' FARALI EL ,RU55Es 0 Ib' (*Cl P.T. INSUL. 2X8 P.T.'BR6 PLATE 8" GMU STEM WALL W/ #5 VERT o 48" o/c, MAX, 614XTED SOLID, SEE PLAN FOR LOG. 12' X 18" GONG. 6RADE w/ 0) #5 REBAR TOP BOTT., #3 5TI 3' GLR. ALL 51 SEE PLAN FOR SPA.: FELI ALO AL PILE, CAPAPA CITY, or SEE N FOR LOG. ' ALO 3'3'- 6�/� #5 0 12" o% W/ 9' HOOK o ENDS AS SHOWN #4 o 160 o% W/ 9" HOOK o ENDS 12' X 18' GONG. GRADE BEAM w/ (4) #5 REBAR TOP 4 BOTT., #3 STIRRUPS, 3' GLR. ALL SIDES, SEE PLAN FOR SPA. HELICAL PILE, 25T WORKIN6 GAPAGITY, SEE FLAN FOR LOG., 6ALV. OR GOATED, TYP. —Id• b MIL VAPOR BARRIER +� OVER TERMITE TREATED COMPACTED 501L 12' X 18" GONG. 6RADE 6" 6" BEAM w/ (3) #5 REBAR TOP 4 BOTT., #3 STIRRUPS, 3" GLR. ALL I SIDES, 5EE PLAN FOR SPA. HELIGAL PILE, 25T ALOWABLE GAPAGITY, SEE PLAN FOR LOG. 8 SECTION 5-I GALE: %4'=I,-O' #5 0 12" o% W/ 9" HOOK o ENDS AS SHOWN IEIWMEMI b MIL VAPOR BARRIER OVER TERMITE TREATED COMPACTED 501L (2)SECTION 5-I GALE: V4"=I'-0" (404 LON61T. #5 0 12, o/c, IN %m'p X 4" OP EPDXY FILED DRILLED HOLES IN GMU WALLS #5 X 0 48' o%, MAX, SEE PLAN FOR SPA. WAM-1-11 {$��V EXP. JOINT �gY SLOPE I' tvk OPEN TO GARAGE ACCESS BYND DOORJAMB BYND 3/4 T46 PLYWOOD 12' PARALLEL GHORD 1RU55C5 0 16' o/c, P.T. R-IQ IGYNENE FOAM IN5UL. 2X8 P.T. PLATE 8" GMU STEM WALL 6ROUTED 50LID W/ =5 VERT., SEE PLAN FOR SPA, TYP. 12' X 18' GONG. GRADE BEAM w/ (3) #5 REBAR TOP 4 BOTT, #3 STIRRUPS, 3' GLR. ALL 6" V. SIDES, SEE PLAN FOR SPA. I' HELICAL PILE, 30T WORKIN6 GAPAGITY, jr IT SEE PLAN FOR LOG., 6ALV. OR COATED, TYP. (2)SECTION s-I SGALE: Ys'=1'-O" Ra PANEL "A" Poles BR Load Wire Description clrc# clrc# Description Wire Load SR Poles 2 60 II.1 kw #(: A/C comp 1 2 AHU #10 5.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Ran a #6 12.0 kw 50 2 l g I 20 12 k.y #12 Clothes Washer q 10 Dr er #10 5.0 kw 30 2 1 20 .81 kw #12 Garage Door Opener II 12 1 20 IS kw #12 Kitchen S.A.G. 13 14 Dlshwasher #12 12 kw 20 I I 120 1.5 kw #12 Kitchen S.A.G. 15 I6 Refrigerator #12 1.2 kw 20 I I 20 #12 6eneral LI htln IT 18 6eneral LI tin � g #12 20 1 1 20 #12 6eneral Lighting IQ 20 6eneral Lighting #12 20 1 1 20 #12 6eneral Lighting 21 22 General Lighting #12 20 1 1 20 #12 General Lighting 23 24 6eneral Lighting #12 20 I 1 20 #12 6eneral Lighting 25 26 6eneral Lighting #12 20 1 I 120 #12 6eneral Lighting 2-1 26 Bathroom GFI #12 20 1 1 20 #12 Bathroom GFI 2q 30 Bathroom GFI #12 20 1 spare 31 32 spare spare 33 34 spare s are spare 35 36 spare 3-T 38 spore_ spare 3q 40 spare. s are 1 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Descrl tlon at • Watts Total(Watts) 6eneral Lighting (3 watts sq. ftJ Small ARELTance Circuit(5) Ran e Refrigerator Dish Washer Dis oral Glothes Washer Clothes Druer Water Heater Garage Door Opener 2,311 3 b,g33 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,200 1,200 1 1,000 1,000 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 I 810 510 Total Watts 36,843 First 10000 Watts 6100% 1 10,000 10,000 Remainder 040% 26,843 I O I0,139 Electric Heat or A/C 065% 10,000 1 61500 61500 Calculated Load Watts 2.7,23-1 voltage 240 Calculated Wattage Divided N voltage = Total Amps 113.48 Use Panel Size = 200 Amps PANEL INSTALLED BAGK TO 5AGK KITH METER (3) #3/0 GOPPER FEED 2" CONDUIT 2" PvC ( FPL ) 200 AMP MGB PANEL A/G DISG. TRANSFER SWITGH u FUTURE 50A O GENERATOR PANEL METER COPPER TO REBAR IN SLAB ELECTRICAL RISER NTS ELECTRICAL PLAN LEGEND 4-= LEX OUTLET 18" A.F.F. AD. OUTLET 15" A.F.F. 6.F.1 TERPROOF DUPLEX OUTLET W.P. 6.F.1.� fUND FAULT INTERUPT OUTLET ARG Rr, FAULT GROUT ® 20 V. DUPLEX OUTLET 18" A.F.F. IN6LE WALL 5WITGH 42 WAY WALL SWITCH 43 WAY WALL 5WITGH 44 WAY WALL SWITCH `Ip r MMER WALL SWITCH a 1 BOX ISION JACK (GABLE/SAT TO RESGENT STRIP LIGHT (SIZE PER FLAW L MOUNTED LIGHT FIXTURE o- o L 6HT BAR �Y FACE MOUNTED L16HT FIXTURE GESSED LIGHT FIXTURE G DISCONNECT DISCONNECT LUST FAN WITH LIGHT PVEPHONE JACK 0 12" A.F.F. OOD/SEGURITY LIGHTS GE55ED LI6HT/EXHAU5T FAN COMBO. S.D. KE 4 CARBON MONOXIDE DETECTOR 1 0 ARAGE DOOR OPENER TRANSFER 5WI FUTURE GENE V.P. OR PROOF FIXTURE P.G. L CHAIN SWITGH [R6ENCY EM/AT POWER LURE LIGHTING/AUTOMATIC "'?� T LIGHT dP TER PUMP FOUNTAIN IN�WW--LL OR GEILIN6 Fl1PPLY VENT Z44KFMRN VENT 0 " MINI CAN ARr, RG FAULT CIRCUIT ATH BAR FIXTURE FAN t LIGHT FAN (SEE PLAN FOR SIZE) A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH F.A.C. RULE 98-3.0472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. PROM,ED LECTRIC SMOKE Dill; WITH DATTERY BACK • UP IN ALL SLEEPING AREAS AND STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. H rn 0-,C, � C M� r i y wccql N ti U! J r Cq F xz U� 3� ° > w COO U o 3 r ISSUE DATE: JULY 31, 2014 I 11119TTNTI.-I LLI * 7 o U Lu CL Off' F� O /IIII I I I I\\\\ PROJECT, 14-041 E-1 0 Z. JIL Y it LAV-1 Sanitc- Sanitary line Vent Line F-1 Lavatory Trc 5-1 I-0 51nk Trap NO-1 I_ Water Glose FD-I I_ Floor Drain G.O. T Glean Out 2" J W 2" Vent thrD NOTE5: - ALL sanitary pipe to - Slope hall be no les! 2" VTR JL �-e HVAC PLAN SCALE: A" = 1'-0- v PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDING WIRED SO THAT THE ACT IVATION OF ANY DETECTOR WILL ACTIVATE ALL. A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH F.A.C. RULE 9B-3.0472 WITHIN IT TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. .:. 0c } U "�� N Ncoo �z � 3 U o ISSUE DATE: JULY 31, 2014 REVISIONS 1. 2. 3. 4. 5. 6. 7. 0. 9. 10. 11. 12. PRINT DATE, LAJ' � � (G01 UJI �� O �r ',LL14 w -: ,gLLIQ'�„i PRO���`�� W� � � U W W v�i UM O� t� r O PROJECT' t 14-041 SHEET k E-2