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HomeMy WebLinkAboutBuilding Plansi WE ME FRONT ELEVATION SCALE: I/4". = I'011 T N N FLOOR FLAN SCALE: 1/4" - 1'0" 5' 1 -4" LINTEL BEAM 4-1'-411 ____ _______________ X I6" X 9'4" �16" CMU CONC. FILLED COLUMN W/ (4) } 5 REBARS VERT. TYF`. _ I, I I 1 Nn N tu to C4 ` O M CV.: It- �p-101 -0 to 0 U- ;+ E Q to N — CDVERED =O p PATIO M I I I m m I I I 9 9'4" CEILING ' a'-611 1 30l X. 81011 - (V LL TOP o B'O" A.F.F. FRENCH DOOR MICRO -" LL IMPACT r i Q m DININGj A cp • 9'4 CEILING * m 18'—�II —all 0 KITCHEN KITCHENN O 9'4" CEILING o fir= D?W - REF - I LL O.. 2'8" X 8'O11 Q p LIVINGDooR m ROOM _ 4714 9'4"' CEILING DRY 0] I 0.. O LAUNDRY -� 9'41 CEILING �? as oC _ 4" THI A/C COMP. J ON NEIGH roO 6'0" X BI-FOLD V15c y, 3'-411 9-1011 4 10 _ _ MASTER µ BEDROOM o� iv 1 9'4" CEILING m to 12'-811 0 Z w d,BEDROOM 1 _Q Ir O � 914n CEILING wm I � d 13'-2° IL x K1 H DOOR � a BL-FOLD O 61_2u.. -6u .MASTER_ FIATW - to O 13 _ O 94C _ (SUES ________ _ Q O BAT �' - RECESS - " C'kQ x U' Q —`q — Q s x Ly R111 WALL INS. O '0" X 6,BII- BI-FOLD X O. io O ATTIC I Kl ACCESS BEDROOM 2 1-3 88" THICK L —54'�c 221Z -i 9'411. CEILING 4'•2". SELF-CLOSI G 131-2u ONE- CAR T z GARAGE _O 9'4" CEILING 3-5 SH EGRESS 3,01, X 8'0j1 _-_. I 'O X B'O" GARAGE DOOR TOP ® 8'0" A.F.F. DOOR 1 1 I I I I Q m I ; ; FRONT''; I id r z PORCI- L: 1211 CMLL i BL COL, LINTEL BEAM + - I-I/2" x IO'O" WATER STOP 2 5 REBAR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ` _ _ _ (0'-6" 2'-(o11 (v'-all -1011 '_I ° 10'4" 9'-0" 81-611 32'-011 Z — # LL V II (X111$ 01 pNwtgp� r� !] N H U U K CONC. D VERIFY '.. NOU fV m O cil to � UJ � 0 UJ O C� lu I.0 Xff �- Q X O � L U � n (L O F-7- 03qLf kE4VIEQ E CO PY FOR CODE COMPLIANCE ST. L CIE COUNTY BOCC q'11012b �- FDOH in St. Lucie County Environmental Health Q ++0�- Site Plan Approved for Construction +(�/ Supersedes All Previous Site Plans for rl o OSTDS #Si. SF-21103sf( & Well #S9-3*&-6 I Date: I s !� Revie e . — - lu LL AREA TABS A/C LIVING AREA: 1513 SQ FT FRONT PORCH: 59 SQ FT ONE CAR GARAGE, 265 SQ FT JOB" 19-150 TO,rAL AREA: la91 SQ FT MEET O] 2'O" 0/H So. CUT NEW FWM FRONT ELEVATION SCALE: 1/4" = I'O" N 12 5 5 V CRIMP — - - METAL ROOF - N 2,0" O/H - STUCCO So. CUT O N LEFT ELEVATION SCALE: 1/4" = l'O" 12 5 V CRIMP METAL ROOF 12 - 2'O" CUT SQ. GUT �i STUCCO l r. _ �122 51 5 v CRIMP METAL ROOF RIGHT ELEVATION SCALE: 1/4" - I'O" STUCCO T SQ. GU' 'b 6, REAR ELEVATION SCALE: 1/4" = 1'0" DESIGN PRE56URF-5 FOR OPENING& * 31.8 PSF,. -41.0 PSF ZONE.4 C.L. 4' FROM OUTSIDE CORNER * 31.8 P5F, -50.6 PSF ZONE 5 C.L. 4'' WITHIN OUTSIDE CORNER FBC 2011,. 6th EDITION: MEAN ROOF HEIGHT: 15'0" WIND SPEED: 110 MPH (3SECOND GUST WIND SPEED) RISK CATEGORY: II BLDG CAT:. VB OCCUPANCY: R-3 EXPOSURE: C INT, PRES. COEF: */- 0.18 BUILDING: ENCLOSED OPENING PROTECTION: IMPACT GLASS z*U zQ� ' cn Lu4 LU `nm N pw 111 1L s N 1^! lJ 0 L! Lu 3 .. z u In Ou-� Lu O Iu (y Lu ... ,F— 11- O Lu X wx(y- Q �- U d � O Z Q Lu UJ REVIEWED FOR CODE COMPLIANCE aoa* 18-150 ST. LUCIE COUNTY BOCC SKEET 02 LINTEL rHART CAST-CRETE SCHEDULE OF LINTELS MARK LENGTH OF ALLOWED APPLIED ALLOWED APPLIED NO. LINTEL GRAV. LOAD GRAV. LOAD UPLIFT UPLIFT REMARKS QI 4-6 6113 140 2124 610 SF16-113AT �2 1-6 2661 818 1634 ISO SF16-IB/IT 3❑ S-4 1843 680 1133 150 - BFI6-IMAT 11-4 1366 615 1W 525 8FI6-IB/IT Q 5-4 5365 1300 2290 180 8F16-IB/IT ©:.. 13 - 4 IOl5 160 606 580 8F16-15/IT LJ 11 - 4 S50 600 404 380 8FI6-IB/IT ® 4-0 6113 100 3019 560 8F16-I8/IT BEAM DEPTHS SHOWN ARE MINIMUM REWIRED. THEY CAN BE INCREASED W/O ENGINEER'S COMMENT. 16I-OI' i❑ MU CONG. PIL4 COLUMN W/ (d) _ 5 RMARS VERT. TYP. ' NOTE: TYPICAL SLAB 8 FOOTER O i i I 4" RECESS MONOLITHIC SLAB IS"D x 16°W FTC:. W/(2) *5 KEBABS TYP. E I i© a w/SLOPE ❑ I 6 I d VERTICAL *5 ,m 4'CTRS WITH HOOKS INTO FOOTER I 4" THICK FIBERCRETE 2,500 PSI CONCRETE SLAB ALL CONCRETE TO BE FIBERMESH, WALKS AND PATIOS INCLUDED ALL POURED AREAS TO HAVE 6 MIL. VISQUEEN. *5 CORNER BARS REQUIRED ON ALL SLAB REBARS (MIN. 25" LAP) CLEAN FILL UNDER POISONED COMPACTED SOIL. b EMERIOR LOAD N MARw=WAu. .4 m O D (D M. REBARS d d cq TYPICAL SLAB SECTION O 'LOAD BEARING WALL SCALE 1/2" = I FOOT e ' 4 FBC 2017, 6th Edition 170 mph 3-sec gust wind speed - NFPA70 - 2011 NEC 4 FBC 2-17, 6th EDITION, PLUMBING CODE iq STUDOR VENT �. LAV LAv - VTR C/O WA5H JI 121, VTR 4. P ..VTR I LAv TUB a" 2 4" LAV 2 WAY nIF 2'-411 , roll 31-811 I:3'-411 '-` !611 3'-1111 4'-011 - -41,1 4'-0 21-10.`I� 4 cEss 1, I , 1 1, 11 n � — — —2 5 SH — a-I—.____ vv ---- -- —.--- _____.i ° OI_______________ o FRENCH DOOR 71 NI I I �. I of o I. I I REF I Ito Hil I. 1 - I1'-1011 I I 0 ° mf® NI F-1 I I I I ° I 1 I I d) { (P L . 1 N c I _ I " �O I I 2 I� I REGE% 1 I I I RECESSUl U1 ' W/SLOPE p ° I I 1. SO" x 5'0" � I L _ — — — DOOR o — T — — — — — — — —. — — — 1777 -- --- iI I 4 — I. I °.. 4" RECESS I 1 W/SLOPE, 4. 1, I 1 , I w I. I -i— i Ghl4 GONG. FILLED � 1 , 1 4 1 , EC LUMN W/ (L - _ _ _ _ � _-lk—._.- ___ __-I-In" X 10'O'_ WATER STOP -- - - ----- S'-Q 11 4 -. -- 4'-2" 4'-81' 21-811 -all 141-611 8 32'-OI' o N N TT n ci lip Wa m N v�vrq UUwu � JU 0a z O h ctl n Z s U R a u_� > o LIJ CIA QNWICIOm N W z m r uFQ to oQoL n z l 0/O U _m w W O N � O N a7 1 HJ •• nn 7( 'y�LMLv�) '+� 1 U�W l— I 'n VJ X .® Nv v (y 0 , V tu a FOR CD v REVIEWED CODE COMPLIANCE I -I ST. LUCIE COUNTY Cn BOCC --3 AREA T45S 6LAIB, 5E,AM 4 COLUMN A/C LIVING AREA: 1573 SQ FT FRONT PORCH: ` 59 SQ FT SCALE: 1/4" - I'O" ONE CAR GARAGE: 265 SQ FT JOB* III TOTAL AREA: 1891 SQ FT SHEET 03 D17 NO SUBSTITUTE CONNECTORS. DO NO SHEATH TRUSSES BEFORE ALL STRAPS ARE IN PLACE, TRUSS CONNECTOR SCHEDULE FL CODE SRNG PLY CONNECTOR QTY CONNECTOR DESIGN FASTENERS REF: POINT UPLIFT O I 14ETA16 1 1810 (9) IOd X 1-1/2" 11413 SIMP50N (F21) O 2 HETA DOUBLE 2 2500. (14) 16d 11413 SIMPSON (F2 = 310) (/��\) 2 MGT 1 SIMPSON 39" (22)-IOd'« TO WOOD a ALL (F26) THREAD (U - 5/S" DIA. 11496 W,A:B. TO MASONRY 3 14GT-2 1 10950 (1(P) IOd * (2) 3J4" X 6". SIMPSON (120,Fi9) EMS. BOLTS 114�13 I, ATTACH VALLEY TRUSSES AND PIGGY BACK TRUSSES, IF PRESENT, TO. MAIN TRU56 PER TRUSS COMPANY DRAWING. 2, TRUSS TO TRUSS CONNECTION BY TRUSS COMPANY, INSTALLED PER MANUFACTURERS. SPECS. 3, LATERAL FORCES PERPENDICULAR AND PARALLEL TO WALL HAS BEEN CONSIDERED (LESS THAN 300 PLF.) 4, BUILDER TO APPROVE TEMPORARY BRACING TO PREVENT TOPPLING OF TRUSSES, SEE HIB-9. S. OTHER SPECS, OIF DIFFERENT FROM ABOVE, HAVE THE PRIORITY, ROOF NAILING: Bd RING SHANK NAILS 6" O/C FIELD, 4" O/C EDGES THE TIE BEAM OF THE WALLS IS NOT TO BE POURED AND NO TRUSSES ARE TO BE ORDERED OR INSTALLED UNTIL THE TRUSS ENGINEERED DRAWINGS THAT ARE SUPPLIED BY A FLORIDA REG "TRUSS ENGINEER" TO THE ENGINEER/ARCHITECT OF THESE PLANS, SHOWING ALL UPLIFT AND GRAVITY LOADS TO BE COMPARED TO THIS PLAN AND MODIFIED ON THIS PLAN, IF NECESSARY, INCLUDING MODIFYING STRAPS/CONNECTIONS TO WALLS. 12 Design Criteria COMPONENTS AND CLADDING Wind Load Type = FBC 2011 Building type Enclosed Occupancy Factor = I C t II E C TRUSSES DESIGNED PER: FBC 2011 ASCE 1-10 TP I - 2001 STRUCTURAL NOTES - TRUSSES I. ROOF NAILING PATTERNS: Sd RING SHANK NAILS 6" OC FIELD AND 4" O/C EDGES. a egory xposure = 2, STRUCTURAL LUMBER: A: Ht > 10', 15: Urban, C: Open Terrain w/ MINIMUM GRADE LUMBER: 2x12 02 HF, 4x4 02 SYP, Scattered Obstructions, D: Coastal ALL OTHERS 02 SYP or STUD SPF, PLYWOOD SHEATHING TO BE APA RATED'CDX STRUCTURAL, ALL LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, WOOD FRAMED BEARING WALLS FIRST STUD AT CONCRETE IS TO BE PT AND ATTACHED WITH 3/16" TAPCONS, 1-1/2" EMBED m 12" OC EXCEPT AS SHOWN, GRAVITY TC LL 20 PSF TC DL 15 PSF BC LL 10 PSF BC DL 10 PSF TOTAL 55 PSF WIND RESISTANCE TC DL 5 PSF BC DL 5 PSF TOTAL 10 PSF Duration= 1.33 WIND a 110 MPH GRAVITY LOADS OVER 5,0000 ARE SHOWN UPLIFT LOADS OVER 1,0000 ARE SHOWN ON LAYOUT, 3, EXTERIOR CEILINGS TO HAVE HIGH'RIS LATHE AND 1/8" STUCCO, FASTENED TO. TRUSSES WITH Il GA, 1-1/2" NAILS WITH 1/16" HEADS, NAILED 6" CC, OR 16 GA. STAPLES WITH 18" LEGS 6" OC, ALT CEILING: 5/8" GYPSUM. BOARD. WITH BLOCKED SEAMS, FASTENED W/ rod NAILS, OR «6 X 1-1/4" SCREWS, 1" OC FIELD AND 4" OC EDGES, 4, TEMPORARY BRACING PER HIB-9L 5. FABRICATION SHOP DRAWINGS OF. THE ROOF AND FLOOR TRUSSES MUST BE AUTHORIZED BY THE CONTRACTOR, 6. ALL DRAWINGS. ARE PRELIMINARY UNTIL THEY ARE APPROVED BY THE GOVERNING PERMITTING AUTHORITY. 1, CONTRACTOR 15 RESPONSIBLE FOR LAYOUT OF WORK, ALL DIMENSIONS, ELEVATIONS, PITCH, AND THE WALL AND CEILING HEIGHTS. S. CONNECTION OF VALLEY TRUSSES: TO PERPENDICULAR TRUSSES, USE SIMI-SON M7516 (14) IOd X 1-1/2" NAILS, (TYP) p 45" OC TO EXISTING OR TO 2X4 BLOCKING. TO PARALLEL TRUSSES, USE 2 x 4 BLOCKING 0 48" OC BETWEEN EXISTING TRUSSES. (SIMPSON MTS16 TO. BE AT EACH END.) ,-_ _____ ____ -- __ _ _ 'I L ii 106, A UP, UP, A — c_ --_ ___—_ _ _ 1595 « UP: DOUBLE GIRDER B _ __ ____,__---_—c____ _--___ _ GR2 1595 « UP. B - Hi �z 1714• ___—_— - _—GR3 --__ __: (a s'� A _ _ _ _ r--__-_ -- 611 « LIFT u IFT i i 296 « LIP T A „ „ i1 1562• UPLIFT B GR6 A _ a"//// ROOF LAYOUT FLAN SCALE: 1/4" - 1'0" N lu W m N m m to N } 0U-aiiLlll LU Z Ln �4 s Z — Ill U >IYU O Lu Q cmwlUpm W_} zw�mr /n O A Q U '0 Z LU U it N O (r Ul � lei I j � Lu 4 L (Yi fn x IL q n0 T O (V i� LIA t' J — UA 13000 ^O' UPLIFT JOB" 19-150 REVIEWED FOR CODE COMPLIANCE SKEET ST. LUCIE COUNTY ®� ROCC 5/8" DRYWALL. CEILING 2 x 4 TOP PLATE NEW 2X4 FRAME WALL a16" O.G. VERIFY HEIGHT IN FIELD 1/2" X 4'.X 12' DRYWALL SHEETS. CONCRETE JOINTS TAPED AND TEXTURED, FLOOR 2"x4" P.T, PLATE SECURED WITH "SHOT 4 PIN". OR "GONG. NAILS" SPACED MAX. 18".0.C. A5E KNEE WALL NON -LOAD BEARING WALL SCALE 1/2" - I FOOT ENGINEERED ROOF TRUSSES 2X4 5/8" TOP PLATE DRYWALL CEILING W/(2) I6d NEW 2X4 FRAME WALL *W` O.C. W/ R-11 INSULATION (IF SPECIFIED). 1/2" X 4' X 12' DRYWALL SHEETS. CONCRETE JOINTS TAPED AND TEXTURED. FLOOR 2"x4" P.T. PLATE SECURED WITH "SHOT 4 PIN" OR "16d NAILS" SPACED a MAX. 18" O.G. �BA5E TYPICAL SECTION NON -LOAD BEARING: WALL SCALE 1/2" " I FOOT - ON C.B.S. CAULK BEAD 'TOLD OR I/4" x I-I/2 embedment tapcon to filled amper n.o.a. WOOD DOOR JAMB 1/2" GYP. BD, SHIM I x4PT WRAP CASE HARD NAILS 3" FROM EACH END 12" O/C ST WOOD CASING I x TO CMU, CAULK. BEAD EA SIDE OF OPENING, 0.0999" x 2-1/2" CASE HARD NAIL WOOD CASING WITH DOOR MANUFAG•ri1RER FOR SPECIFIC ATTACHMENT. REQUIREMENTS NOTE GUNNABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 1 x FULL WIDTH OF JAMB 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION. CONTT., BEAD OF CAULK BEHIND EXTERIOR DOOR JAMS DETAIL 5 V CRIMP METAL ROOF PER N.O.A. SEE 12 ATTACHED N.O.A. l SEE ATTACHED N.O.A. SEE ELEv PLAN FOR UNDERLAYMENT 5/811 PLYWOOD FASTENED PER FBC R440S.2.2 ON WOOD TRUS55ES ENGINEERED 2'0" O/C. SEE ROOF LAYOUT FOR TRUSS ANCHOR 2 x 4 RAT RUNS TRU55ES SETON VAPOR BARRIER &'0" O/c FELT PAPER or METAL R-30 CEILING INS, SEE ELEVATIONS FOR WALL HEIGHTS 5/8" DRYWALL CEILIN(TOP OF PLATE) I x 2 PT FIRE STOP �`IX2 ON 2X6 FASCIA CONTINUOUS W/ METAL DRIP EDGE TYPICAL BOND BEAM CONSTRUCTION STUCCO SOFFIT DOUBLE BOND BEAM W/ (2) 05 CONT" W/lll x 20" SCREEN VENTS &'0" O/C I x 2 PT FURR STRIP 0 2'0" O/C W/R-FOIL S" CMU W/FILLED &'I x 811 R 4.1 WALL INSULATION AMD 1/2" DRYWALL CELLS W/1 05 REBAR VERT, TAPED AND FINISHED 5/,5" NOMINAL THICK 4" HIGH E STUCCO FINISH a POURED SILL 1 "4 REBAR CONT. :)0 PSI 4" CONCRETE SLAB WITH FIBER MESH SILL DETAIL 'ER ro MIL VAPOR BARRIER OVER CLEAN I x 4 PT 1-1/2" x a" BLOCK RECESS AT BASE IMPACTED SOIL POISQNEp AS PER FBC 2017, coNT. I 4" GRADE 18"D x 16"W CONTINUOUS --MONO FOOTING WITH (2) 05 REBAR T*Y"FICAL WALL SECTION CONCRETE SLOCK / LINTEL U-BLOCK CONSTRUCTION THE CONTRACTOR iS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND OTHER INFORMATION. ANY DISCREPANCIES MUST BE REPORTED TO THE DESIGNER PRIOR TO WORK i ALTERNATIVE TRUSS TO',MASONRY WALL CONNECTION WHERE EMBEDDED STRAPS ARE MISSING OR DAMAGED, APPLY BOTH CONNECTORS AT THE SAME LOCATION. FOR UPLIFT OVER 1690" .AND NOT EXCEEDING 2,53010 ADD ANOTHER MTSMI6, PLEASE CONSULT THE ENGINEER FOR UPLIFTS OVER 25304. CONNECTOR FASTENERS UPLIFT FI F2 MTMSI6 (T) IOd x1.5" NAILS SIMPSON (4) 114"x 2-1/4" TITEN 640 NGAMIOKTA (4) SIDS 1/4x1-1/2" abc loos I09 . SIMPSON (4) 3/16x1-I/4" TITEN TOTAL 1,690 1,005 1,105 STUCCO ON C,B.5.. o 16a Iola c' o I6' o >6 o CONTIN. CAULK B D n 'a I X 3 Pt JAMB C ^ V •>c ^� 1 x 3 PT FULL WIDTH OF JAMB •a ( CONT. BEAD OF CAULK BEHIND Qany <n.. 114" x 1-1/2 embedment tapaorl to o ° fllled cmU per n.o.a 'a 0'a In 'a SHIM AT EACH TAPGON CASE HARD NAILS 3" FROM EACH END 12" O/C STAGGERTED I x TO CMU, CAULK BEAD EA SIDE OF OPENING.1/2 . GYPBO. 0.0999". x.2-1/2" CASE HARD NAIL x 4 P.T. WRAP NOTE : GUNNABLE SEALANTS SHALL COMPLY WITH ASTM. C'320 CLASS 25 GRADE N5 OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, EXTERIOR WINDOW JAMB DETAIL STRUCTURAL CONSTRUCTION NOTES: FOUNDATION, CONCRETE, STEELAND WOOD 1. ALL CONSTRUCTION MUST CONFORM TO FLORIDA BUILDING CODE 2017, 6th Edition 2. ALL VEGETATION IS TO BE REMOVED FROM SLAB / FOUNDATION AREA NO WOOD OR VEGETATION IS TO BE BURIED WITHIN 15' OF ANY BUILDING OR PROPOSED BUILDING. FILL TO BE CLEAN MATERIAL PLACED IN LIFTS NOT TO EXCEED W MECHANICALLY COMPACTED. ALL CELLS, CAVITIES AND AIR GAPS SHALL BE CLEANED OF ALL NON -PRESERVATIVE TREATED WOOD OR CELLULOSE MATERIAL PRIOR TO PLACEMENT OF CONCRETE. 3. SOIL BEARING 2,500 PSF MINIMUM AT 95% OF MODIFIED PROCTOR AS PER ASTM DA557, TESTED IN 12" MAX LIFTS, CONTRACTOR TO PROVIDE CERTIFICATE. 4. SOIL TREATMENT TO EXTEND 1 FOOT BEYOND EXTERIOR SIDEWALLS OF STRUCTURE. a. SOIL TREATMENT CERTIFICATE TO BE STORED IN WEATHER RESISTANT JOBSITE PLANS BOX 5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS" FOR STRUCTURAL CONCRETE BUILDING" ACI 318-05, a. CEMENT: ASTM C-150, TYPE 1 b. WATER: POTABLE c. AGGREGATE: ASTM C-33 - d. REINFORCING STEEL: ASTM A-615, GRADE 40 e. SLUMP: 5 INCHES MAX f. METAL ACCESSORIES: ACI-315 g. REINFORCING MESH: FIBERMESH OR ASTM A-185,.6X6 W1.4/W1.4 In. CURING COMPOUND: ASTM C-309, TYPE 1 I. FORMWORK: ACI SP-4 FORMWORK FOR CONCRETE, FORMWORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. j. TOLERANCES: FLOOR SLABS: 118 INCH IN.10 FOOT MAXIMUM - k FINISHES: FLOOR SLABS - STEEL TROWEL FINISH. (i)_ WALKS & DRIVES - BROOM. (ii). FLOORS TO RECEIVE TILE BROOM. 1. SAW CUT CRACK CONTROL IN SLAB AT MAX SPACING 15'-W 0/C AS SOON AS CURING PERMITS NOT TO EXCEED 24 HOURS FROM TIME OF CONC. POUR. 6. MINIMUM COVERAGE FOR REINFORCING STEEL UNLESS OTHERWISE NOTED SHALL BE: a. 3" CONCRETE DEPOSITED AGAINST GROUND. b. 1 'h" WALLS EXPOSED TO WEATHER OR IN CONTACT WITH THE GRADE. c. 3/4" WALLS NOT EXPOSED TO THE WEATHER, d. 1 % COLUMNS, e. 1 'h' BEAMS, (OVER MAIN REINFORCING) f: 3/4" STRUCTURAL SLABS, FROM SURFACE, 7. ALL CONCRETE SHALL BE PLACED WITHIN 90 MINUTES FROM BATCH TIME, UNLESS RETARDER ISADDED TO THE MIX.. 8. ALL CONCRETE SLABS SHALL ATTAIN A MIN. STRENGTH OF 2500 PSI. IN 28 DAYS, FOOTINGS SHALL ATTAIN A MIN, STRENGTH OF 3,000 PSI 9. ALL CONCRETE BEAMS AND COLUMNS SHALLATTAIN A MIN, STRENGTH OF 3000 PSI IN 28DAYS 10.GRADE 40 STEEL MINIMUM IN FOUNDATION AND FOOTINGS, GRADE 60 IN BEAMS AND COLUMNS, LAPPED PER ACI-318. 11. PLACE ONE #5 BAR AT EACH SIDE OF MASONRY OPENINGS & 4'0" SPACING. (U.O.N.) 12. HOOK TOP OF COLUMN BARS INTO TIE BEAM 13. METAL STRAPS, CLIPS AND HARDWARE SHALL BE GALVANIZED, OR APPROVED EQUAL. 14. STRUCTURAL WOOD CRITERIA: PRIMARY WOOD FRAMING MEMBERS SHALL BE NO. 2 SOUTHERN PINE OR BETTER, SURFACED DRY, USED AT 19% MAXIMUM M.C. WITH THE FOLLOWING STRESS RATINGS, UNLESS OTHERWISE NOTED: 1. FB SINGLE MEMBER 1,200 PSI 11: FE REPETITIVE MEMBERS 1,400 PSI III. FC PERPENDICULAR TO GRAIN 566 PSI IV. E 1,600,000 PSI 15.ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. 16. EGRESS WINDOW, FROM ALL BEDROOMS PROVIDED BY EGRESS WINDOW: MAX SILL HT = 44", MIN WIDTH = 20", MIN. HEIGHT = 24", MIN. AREA= 5.0 SF 17, LIGHT AND VENTILATION IN BEDROOMS, GREAT ROOM, DINING AND KITCHEN MIN 8% OF NET FLOOR AREA IN GLASS. 18. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 19. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WLL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 20. SPLITTING OR CRACKING OF STRUCTUAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 21. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS ALL PLYWOOD SHEATHING TO BE NAILED WITH 8d OR BETTER NAILS AT 4" O.C. AT THE EDGES AND 6" O.C. IN FIELD. 22. INTERIOR DRYWALL TO BE SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 INCHES DIAMETER. 23. PRESSURE TREATED FULL LENGTH STUD AGAINST COLUMN BLOCK, WITH PRECUT STUD ADJACENT. ATTACH BOTH STUDS TO POURED COLUMN WITH 1/2" x 7" HILTI KWIK BOLTS, OR EQUAL, AT 24" D.C. AND WITHIN 6" FROM ENDS. USE 3"x3"x1/4" STEEL WASHERS AT EACH BOLT. 24. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS THAT ARE NOT LESS 1-3/8" IN THICKNESS OR STEEL DOORS THAT ARE SOLID OR HONEYCOMB CORE NOT LESS THAN 1­3/8" THICKNESS OR 20-MINUTE FIRE -RATED DOOR. (R309.1)' 26. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL OR CEILING SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET METAL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. (R309.1.1) 26. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 10" TYPE "X" GYPSUM BOARD OR EQUIVALENT. (R309.2) 27.CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL. AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. PLYWOOD SHEATHING MUST BE APPLIED AS THE ROOF OR FLOOR TRUSSES ARE ERECTED. TO PREVENT TOPPLING. REFER TO TPI & WTCA PUBLICATION 'BUILDING COMPONENT SAFETY INFORMATION' FOR HANDLING AND BRACING OF TRUSSES. TEMPORARY BRACING PER HIB-91. 28.ICONTRACTOR TO OBTAIN THE LATEST PRODUCT APROVALS FROM THE MANUFACTURERS, VERIFY SAFE PRESSURES, THE EXPIRATION DATES, INSTALLATION SPECIFICATIONS AND SUITABLILITY OF THE. PRODUCT BEFORE INSTALLATION OF ALL BUILDING COMPONENTS. 29. ALL DRAWINGS ARE CONSIDERED PRELIMINARY UNTIL THEY HAVE BEEN APPROVED BY THE LOCAL BUILDING DEPARTMENT. DO NOT ORDER ANY WORK OR MATERIAL WITH PRELIMINARY DRAWINGS. 30..CONTRACTOR TO LAYOUT THE WORK, VERWYALL DIMENSIONS, ELEVATIONS, PITCH, WALL AND CEILING HEIGHTS PRIOR TO ORDERING ANY WORK OR MATERIAL 31..WIND LOADS: FBC 2017, 6th EDITION, 170 MPH, 3-SECOND GUST, EXPOSURE C. °�.-°C. °C•. 'Ca °c.•°C�. FILLED CELLS AT JAM (TYP) CFIENMISEHNTIOUS °°CC• REDHEADS a a Ca SEALANT WOOD DOOR TRIM, PT 2x6 P.T. WOOD JAMB PLATE ANCHOR TO MASONRY W/ 1/2" ROUND REDHEAD WEDGE ANCHORS ro" LG. MIN. EMBED 3 1/2" AT 24" INTO CONC. FIRST ANCHOR 6" ALL WINDOWS AND DOORS TO HAVE BEEN TESTED TO MEET FBC STANDARDS ABOVE FIN. FLR. USE THE FASTENING METHOD AS THE PRODUCT APPROVAL GARAGE DOOR TO BE ATTACH DICTATES. PRODUCT APPROVAL PAINT PROTECTO LWM200 PRIOR TO DOING BUCKS. WINDOW / DOOR / SLIDING GLA55 DOOR BUCKS : GARAGE DOOR SUCK Ix 3 PT BUCKS : DETAIL WINDOWS USE I X 3 MIN, PT DOORS/SGD/FRENCH DOORS USE IX6 PT W/ O.099x2 1/2" HARD COIL NAILS -0 12" O/C , THEN CONNECT WIN/DO0R/5GD FRENCH DOOR FRAMES PER N.O.A. 2x4 BUCKS: WINDOWS USE 2X4 MIN. PT DOOR5/5CzD/FRENCH DOORS USE 2X6 PT WITH 3/16" TAPCONS 1-1/4" EMBEDMENT INTO MASONRY 18" O/C /61I FROM EACH ENP , THEN CONNECT WINDOW/DOOR/&GD/FRENCH WITH SCREWS PROVIDED WITH IINITS AND PER ATTACHED N.O.A. 0 N 0 N L� a T- _ Z Q tll 111 rttl Jll a1 c_t Qs a C4 y z Ln Ama 3 z DRAFTED BY CORAL KEY DESIGN INC DRAFTING SERVICE 605 BELVEDERE RD. W.P.B., FL 561-122-3890 �Q cV o LIi � ni 1i U_ 1 ) --eAa ILL ui IL xV X OL ca u QrZ z O D Iz z pl EVIEWED FO CODE COMPLIAN E ST LUCIE COUN Y BCCC Q ll! Q Q d Q z a N SHEET D1 200 AMP ELECTRIC PANEL CIRCUIT NO. DESCRPTI N POLE WIRE AMP CIRCUIT NO. DESCRPTION POLE WIRE AMP. LIVING ROOM 1 12 20 1500 2 DISHWASHER 1 12 20 1500 3 LIVING ROOM 1 12 20 1500 4 MICROWAVE 1 12 20 1500 BATH Grzi-5 1 12 20 1500 (o A/C COMP 2 10 30 - — — - BEDR001'1 "2 I 1 14 15 1500 8 g A/H/U 1 10 30 (10,000) 10 REF. 1 12 20 1500 12 RANGE 6 30 5,000 13 WATER HTR 2 10 30 4,500 14 15 1 1ro PUMPS 2 12 20 3,000 11 APPLIANCES '� 12 20 1500 18 lg APPLIANCIIS IL 1 12 20 1500 20 WASHER I 12 20 1500 21 BEDROOM M3 1 14 15' 1500 22 1 DRYER 2 10 30 5,000 23 MASTER BEDROOM 1 14 15 1500 24 W 25 KITCHEN FI' 1 12 20 1500 21:o S/D'5 1 12 20 1500 21 SPARE 28 GEN LTG. 1 12 20 1500 29 SPARE 30 GEN LTG. 1 12 20 1500 31-3e SPARES 32-40 SPARES TOTAL = 10,000 + TOTAL = 23,500 = TOTAL COMF31NED = 41,500 FIRST 10 K.W. a 100 10,000 REMAINDER ,w 40 % 12,600 AC 10 K.W, v 100 % 10,000 TOTAL 22,600 22,600/ 240 = 136 AMPS �96 OF FIXTURES TO BE ENERGY EFFECIEI AN BOXES TO! WITµ5TAN0 MINIMUM l0 LE GENERAL ELECTRICAL NOTES I. ALL WORK 5HALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 2014 NATIONAL ELECTRICAL CODES, 2, ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN. RISER DIAGRAM, AND LOADS, AND NOTIFY THE. GENERAL CONTRACTOR OF ANY ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO. WEATHER SHALL BE NEMA TYPE 3R. 4. MINIMUM WIRE 51ZE SHALL BE 014 COPPER 5. ALL CONDUCTORS ARE TO BE COPPER TYPE THHN, UNLESS OTHERWISE NOTED. 6. CONNECT GROUNDING ELECTRODE CONDUCTOR TO 5/6" X 8 GROUND ROD AND NEAREST COPPER WATER LINE (COLD). 1. ALL 12OV, I PHASE 20A. BATHROOM, GARAGE AND EXTERIOR RECEPTACLWS, 64ALL HAVE GROUND FAULT INTERRUPTER G.F.I.) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPRROF TYPE ELECTRICAL CONTACTOR MAY INSTALL INDIVIDUAL (G.F.I.) INLIEU OF (GFI) BREAKER WITH SEPARATE CIRCUIT 8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 40' A.F.F. $. RECEPTACLES 64ALL BE 15A AND 120 V OFF THE GROUND TYPE 16" A.F.F, UNLE55 OTHERWISE SPECIFIED, 10. THE ELECTRICAL. CONTRACTOR 15 TO SIZE MOST BRANCH CIRCUITS +- A MAXIMUM VOLTAGE DROP OF 3`t', IS PERMITTED. 11. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLE55 OTHERWISE SPECIFIED. 12, BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX. 13, LIGHTING FIXTURES SHALL BE SELECTED BY OWNER AND CONTRACTOR INSTALLED 14. SMOKE ALARMS SHALL BE DIRECT WIRED 120Y U.L. 211 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND LISTING WITH BATTERY BACKUP. 15. ALL ELECTRICAL DEVICES SHALL BE SMOOTH TYPE, COLOR WHITE, UNLESS OTHERWISE SPECIFIED. 16. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERGIRRENTDEVICES OF THR TYPE AND RATING PER MANUFACTURER NAMEPLATE SPECIFICATIONS, IT. THE ELECTRICAL CONTRACTOR 15 TO COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND. CONTROL WIRING AND CONDUITS ARE IN THE BID- Ia. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT.1 CFM/SF OF VENTILATED FLOOR AREA, 15. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR, 20. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIREMENTS WITH THE POWER COMPANY, BEFORE BIDDING, TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS 15 IN THE BID. 21. PROVIDE PRE -WIRED T.V. OUTLETS (FOR CABLE, ANTENNA IN ATTIC, OR SATELLLITE) AS SHOWN PER CONTRACT. 22. ELECTRIC FIXTURES / TRIM AND APPLIANCES SHALL BE U.L APPROVED AS PER CONTRACT. 23, PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER AND AS PER MANUFACTURERS RECOMMENDATIONS. 24, OUTDOOR LANDSCAPE LIGHTING AND ..UNCTION BOXES TO BE COORDINATED WITH LANDSCAPE CONSULTANT/COMPANY. (VERIFY W/OWNER.) 25, STEREO ARE -WIRE, SPEAKERS, UNIT, ETC. TO BE COORDINATED WITH AUDIOVISUAL CONSULTANT/COMPANY. (VERIFY WITH OWNER) 26, ALL CENTRAL VACUUM INLET PORT LOCATIONS TO BE COORDINATED AND APPROVED BY OWNER PRIOR TO INSTALLATION. (VERIFY W/ OWNER.) 21. ROUTE THE CONCRETE AS REQUIRED FOR FLOOR OUTLETS VERIFY DEPTHS W/ STRUCTURAL ENGINEER BEFORE COMMENCING (IF REQUIRED.) 28. PROVIDE A NEW COMPLETE TYPEWRITTEN DIRECTORY FOR EACH PANEL 2S, REMOVE AND CAP OFF ELECTRICAL INSTALLATOIN ASSOCIATED WITH THE REMOVAL OF PARTITIONS AND CEILINGS. (IF REQ.) 30. DIMMERS TO BE SINGLE POLED WITH PRESET DIMMER. 3L ALL RECEPTACLES, SWITCHES, TV, PHONE, ETC. LOCATIONS ARE SUBJECT TO CHANGE IN THE FIELD DUE TO CODE ISSUES.ELECTRICAL CONTRACTOR MUST FOLLOW ALL CITY COUNTY STATE AND NATIONAL CODES OVER THE DESIGNED DRAWINGS. AS GUILTS CAN BE SUPPLIED IF REQUIRED. DRAWINGS SUGGEST LAYOUT ACCORDING TO CODE AND TO BE APPROVED BY GOVERNING MUNICIPALITY DURING THE PERMITTING PROCESS. 32. ALL RECEPTACLES TO BE &'-0" O.C. FROM ALL OPENINGS, AND U'LO O.C. FROM RECPT, TO RECEPT. ALL RECEPT, 2' O.G. AT KITCHEN COUNTER. 33. ELECTRICAL CONTRACTOR SHALL VERIFY DESIGNERS ELECTRICAL LAYOUT AND. CALCS. PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES IN WRITING, ALL CIRCUITS EXCEPT FOR PORCH AND GARAGE TO BE AFCI PROTECTED. ALL NEW 125 VOLT, 15 AND 20 AMP RECEPTACLES IN ALL AREAS SPECIFIED IN NEC 2014, SHALL USE 1.16TED TAMPER - RESISTANT RECEPTACLES, AIR COND. EQUIP. SHALL BE INSTALLED ACCORDING TO THE MAN, SPECS., INSTALLATION INSTRUCTIONS AND NEC. CIRCUIT PROTECTION IS REQ. TO COMPLY W/ NEC 2014 CONDUCTOR SIZES $HALL COMPLY WITH NEC 2014 THE SERVICE AND PANEL SHALL HAVE THE CAPACITY TO SERVE THE NEW LOAD PER NEC 2014 ALL EQUIPMENT SHALL BE LISTED AND LABELED PER NEC 2014 FOR NEW INSTALLATIONS, A GFCI RECEPTACLE IS REQUIRED AT THE CONDENSER PER NEC 2014 THE CORRECT SIZE CIRCUIT BREAKER AND WIRE SHALL BE VERIFIED IN FIELD, SIMULTANEOUS DISC, FOR MULTI WIRE CIRCUITS. GROUPING OF MULTI WIRE CIRCUITS IN PANEL. COMBINATION ARC -FAULT PROTECTION. RECEPTACLE SPACING REQUIRED - GROUNDING AND BONDING, INTERSYSTEM BONDING TERMINATION. TAMPER RE5ISTENT RECEPTACLES. LOCATE ALL TIC AND PHONE JACKS IN FIELD. - 2 3/rl 210 C U IN 2 CONDUIT/ 00 AMP ` L 200 AMP ELEC. PANEL METER MAIN CIRCUIT BREAKER ALL COPPER WIRING INTERSYSTEM UNDERGROUND BONDING BY UTILITY COMPANY 2^ SCHD. #4 BARE COPPER WIRE TO 40Pvc-. x 2 5/8" GALV.. ROD + COLD WATER PIF E C.W.P. AND FOUNDATION REBAR TO 5/8" DIA 20' ELECTRICALRISER DIAGRAM ELECTRICAL LEGEND ELECTRICAL COUNT SYMBOL ceiling fan 5 bladed 01 5 0 can light 4inch LED 1 p can light 6inch LED 20 O ceiling dish round 1 O ceiling light 14 LED' 1 fluorescent light 1 z 4 LED 1. fluorescent light 2 x 4 LED 1 pendantcone 3 0 exterior light 01 LED 2 electrical panel i LAN connection 2 1 cable tv outlet 5 ry doorbell pushbutton 1 0 fan 50 CFM 2 5 CFM light LED 1 outlet 23 8 outlet 220v 3 ,p{, outlet gfi 16 bri smoke detector , 5 IS split receptacle 2 46 switch 20 $ switch 3 way 11 $ 3 vanity bar light 02 2 _- 0 0 0 _______________�_________________�______ _'1 1 _ .. t fl 11 p ,COVERED 11PATIO i i cal Cl 9'4'" CEILING I 1 1 (L�,'y 4A ,.1 t(n (V 1 1 = 1,-1N rL 11 11 4p LU 1 to U"' N ( I� MICRO Q LU n• U�I 1 Tv CIRCUIT ILL .n -� I' DINING 9'4" CEILING _ I 1 1 " 1 I / I ` KITCHEN CEILING f D/W DISPOSAL "Fz= CIRCUIT D{'W Z LL REE --r z>�U O Gi Cfi 1 METER W. Ni t Q m I ` (LIVING � O N ROOM - PANEL IU Z '""1 tm r / 94' CEILING \ DRY LL oaloL4� 0 LAUNDRY ASH u ,� a/H DISC. 94" CEILING 1 1 A/COMP. •. ---------------------------- ILI DISC. t 49 f9 i1 1 1 BEDRbOM I \ /n�fc-�tt MASTER ((1 V •• O \Q7 BEDROOM 9'4" CEILING/[1'� \ _ V 1 z U- O ' O v GUEST a-b+ , e' 1 OATH �100 RASTER J.{{ ' - __ S H CFM BATH ___________________________ 1 ,^ V/ ----------- -- ---- Lu X V m 4P LeoQ 1L .. irI ATTIC BEDROOM 2 / / - "\. L�!� 1 94" CEILING I `. '\ \ ` \ ONE CAR / ' \ GARAGE \ � 94" CEILING '. PRE41JIRE GARAGE jQ7 .OPENER J-----`--�------------' 1 I 1 OLFRONT ; PORCH LED , ----------------------- I REVIEWED FOR _ CODE COMPLIANC W/ ELECTRICAL PLAN ST. LUCIE COUNT° W- j— SCALE: 1/4" - VON BOCC —� v AREA TABS Uj LU A/C LIVING AREA. 15-73 60 FT JOB" le-150 SHEET E-1 ,1 tu i 1 1 I U CANS. (4D -.•"�` COLUMN wl ta) � ; 'fi' M n 1 I • 6 RWAR9 VEW. TYP. I 1 - 7 (Z� - C Q-. CaLm - y- AC- q- 1 U IPMENT SCHEDULE GOOD MAN ?� _ _' --- _ Mir- 3 TON