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HomeMy WebLinkAboutRevisions; Building Plans[' WD. ROOF TRUSS AT 2' O.C. 2X4 WD TOP PLATE 5/8' GYP. BD. CLG. — -SCREW INTO BOTT. OF RF. TRUSS CHORD. x --1/2' GYP. BD. BOTH SIDES OF 2X4 WD U STUDS @ 16'O.C. MAX. 0 z -� -4' CON(. FLR. SLAB �¢ a FINISHES w 2X4 P.T. WOOD BOTTOM I/ AS PER FLR.PLANS N WALL PL. W/ PDR. DR VN. PINS INTO CONC. SLAB. [NON -BEARING WD FRMD] TYP. INTERIOR WALL S C A L R. 1/2" = 1'-0" NEW SINGLE FAMILY RESIDENCE PEREZ RESIDEI`ICE BRIDLEWOOD WAY AND ORANGE AVENUE FORT PIERCE, ST LUCIE COUNTY, FLORIDA INDEX OF DRAWINGS Al SITE PLAN A2 ARCHITECTURAL FLOOR PLAN A3 F❑UNDATI❑N PLAN A4 ROOF FRAMIMG PLAN A5 ELECTRICAL FL❑R PLAN A6 AIR C❑NDITONING FLOOR PLAN A7 BUILDING ELEVATIONS F'RODUGT APPRUVAl_ SUBMll-r-rAL GENERAL INFORMATION INSTALLATION METHOD STATIC PRESSURE DESIGN PRODUCT WING STORM PRTCTN MARK PRODUCT MODEL # MANUFR. PRODUCT APPROVAL GLAZING ATTACHMENT (+) (-) (+) (-) A,F HORIZ SLOB WDWS Mg300 MR CLASS FL25359-R2 1/4"LAM GL 1/4-TAPCONS O ALL MFR'S HOLES W/ 1.75" EMBED +80#,-80# +49.2#,-53.7# IMPACT C,I HORIZ SLOB WDWS Mg300 MR GLASS FL25359-R2 1/4"LAM GL 1/4"TAPCONS O ALL MFR'S HOLES W/ 1.75" EMBED +80#,-80# +49.2#,-53.7# IMPACT B,DAH FIXED GL WOWS Mg400 MR GLASS FL26351.1 3/16"LAM GL 1/4-TAPCONS O ALL MFR'S HOLES W/ 1.75" EMBED +59A-59# +49.2#,-53.7# IMPACT 3,4 FRENCH DOORS Mg3000 MR GLASS FL26942.1 3/16"LAM GL 1/4"TAPCONS 0 ALL MFR'S HOLES W/ 1,75' EMBED +80#,-80# +45.7#,-50.1# IMPACT 2 (2)3080 DOORS Mg3000 MR GLASS FL26942.1 3/16"LAM GL HD MAX SILL:3.1 SPACINGNFOR REMAINING FROM CORNERS 12"T628801800E10,IR 3/16"LAM GL JAMBS: MAX 6" FROM CORNERS MAX 18" O.C. SPACING (STAGGERED) JAMBS: 1/2"D X 6"LG EXP BOLTS - MAX 6" FROM N/A TOP & BOTT - MAX 16" O.C. SPACING (STAGGERED) ATTACHMENT +80#,-80# +49.4#,-53.8# IMPACT +80#,-80# +45.7#,-50.1# IMPACT +46#,-52# +43.0#,-51.6# IMPACT PRESSURE PRODUCT Mg3000 MR GLASS FL26942.1 STL DR SERIES 770/180 OVERHEAD 76-0418.10 PRODUCT MODEL # MANUFR. WOW & DR FLASHING VULKEM 35ONF TREMCO, INC BRUSHED ON MASONRY OPNG INSIDE & 6"ONTO FACE OF WALL N / A -440 PSF METAL ROOFING STUART UNE SUNLAST MTL #10 FASTENERS - 12"O.C. FIELD & 6-O.C. PERIMETER/CORNER -84.3# (FIELD) -136.7# (P&C) SIDING N /A N/A N /A SOFFIT STUCCO N/ A N/ A I HAVE REVIEWED THE ABOVE INFORMATION & APPROVED IT: ARCHITECT: JAMES E GILGENBACH FL AR7457 SIGNATURE: N/ A N/ A DATE: 5V, '11 1 co 5210 I .317 �• (10,U) r $ $" W u co 3 (2)1AV w2 'TUC3 ZW 2M C_.• � unL.• D C40 F:\I) 411 5AW Llt..lS IZ) s,✓vnc, sY5i5" Ct�tFu� sit PLUMBING RISER NO SCALE PLUMBING NOTE: f Iv. t�Av _ (&,a 2ti 2u 31G S)141O 2N �sv,I LA% NO L 30 50 \t 2W 2" N�jlbU �h i1 z ALL BATHROOMS & CAB. BA. TO HAVE FLOORS PROVIDE 'ANTISCALD' VALVES @ ALL TUBS & BASES OF TILES OR OTHER IMPERVIOUS & SHOWERS MATERIALS A WATER HAMMER ARRESTOR SHALL BE INSTALLED FIRESTOP ALL PLBG. PENETRATIONS OF THE WHERE QUICK-CLDSING VALVES ARE UTILIZED / FIRE RATED GARAGE WALLS OR CEILING WITH WASHER MACHINE / DISHWASHER AREA. PROVIDE '3M' (OR EQ.) FIRE BARRIER PRODUCTS ANS ACCESS TO WATER HAMMER ARRESTORS. APPLIED AS PER MFR'S. SPECIFICATIONS. STEEL STUDS SUPPORTING WALL HUNG PLUMBING WATER HEATER WILL BE PROPANE TANKLESS FIXTURES SHALL BE DOUBLED OR NOT LESS CONTINUOUS FLOW UNIT THAN 20 GAGE WITH A MIN. EFFECTIVE MOMENT ALL PLBG. FIXTURES TO COMPLY W/ TBC' OF INERTIA EQUAL TO 0,864 IN,4(360 P4) PLUMBING TABLE: 604.4 TUB & SHWR WALL TO BE NON -CORROSIVE TABLE 704:1 SLOPE OF HORIZONTAL DRAIN PIPE SIZE (INCH) MIN SLOPE (IN/FT) 2-1/2 OR LES5 1/4, 3 TO 6--� 1/8 8 OR LARGER 1/16 IMPERVIOUS MATERIALS MIN. 6' ABOVE RM. FLOOR WATER PIPING TO BE 'UPONOR PEX' PIPING !LEGAL DESCRIPTION: a9 f't+Y=I Aa :ti b :4000t i'`r4t*,iO4i ...fi3i3 G it ,_'lam bwUS SINGLE FAMILY RESIDENCE SCOPE OF WORK: NEW SINGLE FAMILY RESIDENCE W/ SWIMMING POOL BUILDING CODE INFORMATION: ARCHITECT: JAMES E. GILGENBACH (FL AR7457) WIND DESIGN STANDARD ASCE 7-10 BUILDING CODE: FL BLDG CODE 2017, 6TH ED. ELECTRICAL CODE: NATL ELECTRICAL CODE 2014 (NFPA 70) DESIGN WIND SPEED, ULTIMATE-170 MPH NOMINAL-132 MPH DESIGN WIND VELOCITY PRESSURE: 41.1 PSF IMPDRTANCE FACTOR: 1.0 BUILDING OCCUPANCY CATEGORY: 'II' BUILDING WIND EXPOSURE CLASS: 'B' INTERNAL PRESSURE COEFFICIENT: +/-As MEAN ROOF HEIGHT FROM GRADE: 11.0 FT. BUILDING DESIGNED: ENCLOSED IMPACT PROTECTION: 'IMPACT' GLAZING BLDG OCCUPANCY CLASSIFICATION: R-3 (SINGLE-FAMILY) BLDG TYPE OF CONSTRUCTION: TYPE V BLDG - TOTAL # OF STORIES: 1 STORY BLDG, ROOF OVERHANG & PITCH 24' OVRHG & 5/12 PITCH ROOF DEAD LOAD: SHT METAL / 5 PSF — — — — — - - ORANGE AVENUE LANDSCAPE/ IRRIGATION NOTES: ALL LANDSCAPED AREAS AS SHOWN ON THE LANDSCAPE PLAN SHALL BE FULLY IRRIGATED BY MEANS OF A AUTOMATIC (TIMECLOCK CONTROLLED) IRRIGATION SYSTEM CONFORMING TO ALL LOCAL CODES INCLUDING SOUTH FLORIDA WATER MANAGEMENT DISTRICT 'XERISCAPE' PLAN GUIDE II. ALL PLANT MATERIALS TO CONFORM TO STANDARDS OF FLORIDA #1 OR BETTER AS GIVEN IN GRADES & STANDARDS. SOD IST AUGUSTINE FLORITAM GRASS SITE PLAN SCALE: 1" = 30'-0" NORTH W Qi +I o (p Uw W 0 C3 _4 C500 VZ 34 CC Z I- paZ V'Q ZCC wFr wa � CL O v ' J VCL a, Izz 000 a 1 Wo) �= oOD V �ic 0� mij 0.In REVISIONS: REV.: 22 OCT 2018 ADD FRONT PORCH REV: 07 OCT 2019 BLDG DEPT COMMENTS REV: 08 SEPT 2020 WD FRMD NON-BRG WALL & WDW/DRS NOA 1. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER ALL SCALED DIMENSIONS. 2 CONTRACTOR TO VERIFY ALL DIMENSIONS & ADVISE ARCHTECT OF ANY DISCREPANCIES. CBRS MTDN SHALL NOT PROCEED INTO. SAID DISCREPANCIES HAVE BEEN RESOLVED BY ARCHITECT. 1 NO MATEWALS OR SYSTEMS ARE TO BE FABRICATED UNTIL, A ALL DIMENSIDNS HAVE BEEN VERIFIED BY THE CDNTRACTBR. B. SHOP DRAWINGS HAVE BEEN REVIEWED it ACCEPTED BY THE ARCHITECT, FDATE:G '18 T NO: 17 - A117 SHEET: ]� " � of 7 A 1 ri FASTENER SCHEDULE LOCATION NAIL SIZE / STAPLE METHOD SPACING *STRUCTURAL WOOD UP TO 0.131 x 2-1/2" BD POWER DRIVEN 6" O.C. O PANEL EDGES & FIELD WALL SHEATHING 5/8" WITH FULL HEAD 4" O.C. 0 CORNER STUDS *STRUCTURAL WOOD UP TO 0.131 x 2-1/2" BD POWER DRIVEN 6" O.C. O PANEL EDGES & FIELD 2ND FLOOR -SUB 3/4" WITH FULL HEAD 4". O.C. O CORNER STUDS FLOOR SHEATHING *STRUCTURAL WOOD UP TO 8D RING SHANK NAILS POWER DRIVEN 6" O.C. O PANEL EDGES & FIELD ROOF SHEATHING & 5/8' WITH FULL HEAD 4" O.C. O GABLE ENDS O GABLE END 4" O.C. O STRUCTURAL FASCIA •1"x2" P.T. WOOD FURRING .099 x 1.75" POWER DRIVEN 12" O.C. STRIPS APPLIED TO EXT. ROUND NAIL MASONARY WALL *EXTERIOR WINDOW BUCK .099 x 3.5" ON (2x4) BUCKS POWER DRIVEN 12" O.C. ( FOR 'BOTH BUCKS) APPLIED. TO EXTERIOR MASONARY WALL .099 x 2.75" ON (ix4) BUCKS *EXTERIOR DOOR BUCK 099 x 3.5" ON (20) BUCKS POWER DRIVEN 12" O.C. ( FOR 2x4 BUCKS) APPLIED TO EXTERIOR (FOR SWING DOORS) MASONARY WALL .099 x 2.75" ON (ix4) BUCKS 12" O.C. ( FOR 1x4 BUCKS) (FOR SLIDING GLASS DOORS) *GARAGE DOOR BUCKS 3/8'D x 6" EXP BOLTS EXP BOLTS (1)0 EA END & 16" O.C. *WOOD BOTTOM SOLE PLATE 1/2" ANCHOR BOLTS EXP BOLTS 2' O.C. W/ MIN. 7" EMBEDMENT *WIRE LATH 1" x 1-1/2" 16 GA, PNEUMATIC MAX. 6" O.C. SIDE LAPS SECURED FASTENER TO SUPPORTS & TIE BETWEEN SUPPORTS O 9" O.C. (4" D.C. O RIBS) *ROOFING PAPER AS PER PRODUCT APPROVAL *DRIP EDGE 1 GA. x 3/4" SMOOTH SHANK/ HAND DRIVEN O 4" O.C. THROUGH DRIP EDGE 2 GA. x 3/4" RING SHANK 1 *ROOF TILE AS PER PRODUCT APPROVAL *FASCIA INTO 2x4 TRUSS 16d (GALV.) HAND NAILED 2 PER TRUSS OVERHANG INTO 2x6 TRUSS 16d (GALV.) HAND NAILED 3 PER TRUSS OVERHANG 47'-8' 14'-4' 14'-4' 14'-5' 1'-4' 14'-6' 1'-4' 14'-5' T-8' 6'-8' 9'-8' 4'-8' F------------ ----- --, I A m 1 m I 1 = LINEN . W.C. o _ — ------------------------------------ --------------------------------Ja - Z _ ' 16"X16" CONIC BLK Ill CONIC BLK 16"X16" CONC BLK _ t3 � "N COL W/(4)#5 BARS qp 8F24-1B/27 C�-'.W/(4) BARS 6F24-1B/2T C W/(4)�RS BARS 8F24-1B 2T O O _ O 2 ---- ------ f7 - ^-- ----- ------ f] O 'a ----- ---" --- f] O O O f9 ATH4 p Q - CH OPENING - - - - - - C] O ARCH OPENING - - - - - - - p p - - - ARCH OPENING - - ; _ 8F40-2B/2T VET '-4" HI CLG) p - - - - - - - - - - - - - - - i~ o - Zo a I I iv 1 r — — — —,� �I 3'-B 4 9' o I ------- 1 I N - I V _ 1 Q I� 1 COVERED PORCH I m i 1 r'-a' 2 -lo El1 iu (11'-4" HI CLG) C. to I i F I do , f (EGRESSh T-9' 12'-B' 4'-11' 12'-8' 1'-4' I I 14' 4' 14 13' 7 F I — I ICI (EGREss> 1 I FAMILY ROOM OFFICE c I IYOI �1 O O O 1 1 (11'-4"T012'-4"HI COUFFER CLG), (9'-4" HI CLG) 1 mmIFYI I Iu I o Za I o I I g� = m co, o I I 2103. [7O O f9�O 1.. I 1 V - - - - - - - - - - - - - ----- 8F40-2B/2T 8F40-2B/2T I I I 1 �� I I _ �� 1 1 I O - 1 I I.v ❑ I ❑❑ (L - - - - - - - - - - - - ----,- - - - - - - - - - - - - j— — — — — — — — — — — — — _ THE USE OF PNEUMATIC FASTENERS SHALL BE USED I I W < I I I CLOS CLOS a I AS SPECIFIED FOR THE ABOVE BUCKS. I) LL e Wv----------- - 15 15 BEAM DESIGNATION: m v 0 I I I o I I 1 I 1 N 1ZI U - I 1 I I �- ° I I I KITCHEN 1 4' 13' I I (11'-4" HI CLG) I I I KI �BEDROOM 3 LIVING ROOM j 03 (9 -4 HI CLG) (11'-4"TO12'-4"HI COUFFER CLG) I r - N I 3'a4' 49'-4' I I I D.W. I 1 L_ I 1 I 10 17 i i N f] - - - a 0 Q O I 1 I I 5' ,-S' 4. C] Ell ROUGH DOOMS; I m = 1 19, 1 4' 1 15' 1 4' 12'-6' 2' I2' BATH 3 PRESSURE OPENINGS I = = I I I Im (9'-4" HI CLG) H -51.6#,43.0# 216'X96'M.O. 1 18080 O.H. GARAGE DR. 1I - - I _ -51.1#,46.7# 74'X98'MA. 2 (2)3080 FRNT. ENTRY DR. ECIPION I I I I PANT I OWNS I REFRIG nwC O _ _ _ - NOTE: -50.1#,45.7# g6'X96'M.O. 3 8080 FRCH DRS (TEMP. GL) - - R-4.1 AL -FOIL" WINDOW GLAZING NOTE: 1 - r 1 - INSULATION BETW -- _ I L — — O w.c. ❑ -48.8#,44.3# 146'X98'M.D. - A.H.U. HUNG - GARAG & LIVING 4 12080 FRCH DRS (TEMP. cL) 1 1 FROM CLG 1 - PROVIDE ALUMINUM 'APPROVED' IMPACT _ AREAS. GLAZING FOR ALL GLAZED OPENINGS IN EXT. 5 (OMITTED). I I- — �� L - - - J L J I a' 3'-8' I 4' 4•. S'-8' 4' 4'-8' a' 3'-a'_ a' / WALL W/IMPACT RESISTANT WOWS. & DRS. AS ❑ '� - `� 1 H A L L ( PER F.H.C. SECTION #1606-53s#,a9,4# 3a'x98'M.O. $ 2880 FRCH DR. _ �TTIC ACCESS 1 ro �. I ro in. H !\> _ ^� _ _ _ _ ❑ I I (9'-4" HI CLG) O7 BATH 2, GLAZING TO BE TINTED (ENERGY CALCS) 7 4080 BI-FLD DR I - L — — d r - v (9'-a" HI CLG) - A.H.U. HUNG -+- -- -- O WIND ROUGH WINDOWS: 8 2880 WD. PKT DR. I _ FROM cLcJ _ ~ _... 1 // O8 N LINEN 9 10 ❑ PRESSURE OPENINGS - - - - - - - - - - - - - - -I / i 9 2880 WD. DR. e I - a 2 CAR GARAGE a - r I I I a 11/ // RERIc N _ -69.6#,52.0# 28'X50'M.O. A H34 FXD WOW I ❑ o (9--4-HI A.F.F, CLG) 4o n m - i ( ) JJJ 11 (2)2480 WD. R R. _ - Z r — — — — — — — — — — — — — — U io (11'-4" HI CLG] IF YER 1 / // / I I P62' 3,_4. 14' 9,_4. ❑ 1. 24$0 WD. DR. M J J N I 56.4#,52.0# 38'X20'M.D. B 3016 FIXED GL WDW a I Z 11 4" HI CLG U I.CLO 12 12 W.LCLO a -52.1#,47.7# 62'X74'M.O. C 5060 HOR SLDER WDW 12 2480 P D _ r- - -- I 112 HI COUFFER I i I o I a24' a8' _ I 9' 4' T- ' 4' 3' 2'-B' 4' I T-4' 4' IF-4' 4' 8'-2' 4' 13, 8' -53v0#,48.6# 54'X74'M.O. D 4660 FIXED GL WDW 13 2880 81-FOLD DRS. I - I ti ti I _ I I 1 1 ( I I I = -52.1#,47.7# 74'X74'M.O. E 6060 FIXED GL WDW 14 2080 BI-FOLD DRS I a a I I I I I I 1 I I 1 I UTILI (1) . -53.7#,49.2# 54'x62%0. F 4650 HOR SLDR WDW 15 2 28$0 BI-FOLD ORS. 1 _ = 2�-a' 2' a'-B• a _ .1 L. - - J -" DEN I 1 N m ❑ O I I � LIN 1 10 HI COUFFER CLG) 1 ('-4" "I c (.3 BEDROOM 2 G (OMITTED) I L— — I I ! 16 - i 6 (3)3080 BI-PASS DRS. - I I - - - - - - I I U (9'-4" HI CLG) - -55.6#,51.2# 76'x26'M.O. H 6220 FXD GL TRSM WOW 1 - I I ❑ 11 Ilk❑ * 13 ❑ o0 8F _2812T - ❑ i i I I bI I °D -55.8#,51.4# 38'x50'M.O. iO 3040 HOR SLDR WDW 1 p 0 O O 1 I I ( - I - - 01_--------- 1 1 I - (CONTRACTOR RESPONSIBLE TO VERIFY ROUGH OPNG. I _ I I W H _ m vaW c 2 _ I I I _ SIZE W/ WDW. MFG. INSTALLATION INSTRUCTIONS) - I - ? - I IR-_ I CJ 8F24-1B/2T(PRESTRESSED LINTEL) I _ N H v - m 8F40-2B/2T I SF16-1B/1T ALL EGRESS WDW. OPNGS, TO BE MIN. 24'HI & 20' WIDE AND MIN. 5J S.F. OF OPNG. I O Cl ao O O O 'i O [7 R 36"HI WALL - O O O O O t ❑. ❑ ; i (Die COMPOSITE REINFORCED CONCRETE BEAMS USING PRECAST AND PRESTRESSED CONC. LINTELS ('CAST-CRETE' OR EQ.) & STD. CONCRETE MASONRY UNITS NOMINAL MGT. NO. OF #5 BARS AT TTOM OF LINTEL I m H W ICI zo m I � ICIN I NUM. WIDTH �BO 12'-4' 1' -4' 3' 8F16-1 13/1 T REINF. MASONRY STANDARD: A/c A/c I I I A THE PROVISIONS OF ACI 530-SO/ASCE5-10, BUILDING Ca COND I I F=FILLED NO. OF #5 BARS AT CODE REQUIREMENTS FOR MASONRY STRUCTURES, & I I U=UNFILLED TOP OF BOND BEAM THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ARE HEREBY ADOPTED AS I I I I THE MINIMUM STANDARD FOR THIS JOB. HOWEVER THIS SHOULD NOT SUPERSEDE ANY REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONES REIMF. UNIT MASONRY REINF. CONC. WALL .BEAM (5/8' COX PLYWD, SHTG. UT W/ RADIUS) EA." DE OF WALL 4 P.T. WD. BLKG. AT AGONAL W/ .145'X4' R. DRVN. PINS INTO. CONC. BLK. / (2) AT EA. END. 2X4 WD. BLKG. BETW. PLYWD. SHTGS. / SET AROUND RADIUS AS SHOWN ' ' ARCH FRAMING DTL. a S C A L E: 1/2" = 1'-O" 2 i 6'-8' MASTER BEDRM. (11'-4"TO12'-4"HI COUFFER CLG) OBo = w w/ GL ABV p IO f] I C I L-- -- ------------------. --------, 3'4' 1'-8' M.BATH - 1 (EGRESS)s) EGRESS) I I _ w.c. (11'-4" HI CLG) 0 _ ENTR 1 ill I I till I I ZI - - z (PORC G) Qill� I oo lal 1 0 0 0 0 0 o I gill l I m I=I — — — I - _ , o o I QIII� I COVERED PORCH TUB ICI I (9'-4" HI CLG) m I <I w L--- 8F - 2r CON i6"X1fiI' CON BLK - 16"X16" CONC BLK 16"X76" C BLK 16"Xtfi' III ro AllI z i .. I COL WI (4)#5 BARS "�I'�I^� - - COL_W/(4)#5 BARS"�l'��� - - COL W/(4)#5 BARSi"'v''�� I ICOl o _ - - - - O a ARCH OPENI - - p p - ARCH OPENING - - g - AR OPENING - ME MPI m L- - - - - I------� m I a m I II I 81F16-18/1T BF16-18/1T W161111/1T ST. L VI C( v fit ARCH OPENING ----- — ------ �i O O "v "v ✓ G7 fJ----------------- oo Ill COhC BLK II II 8F24 iBT / 16"X76 CONC BLK COL /(4)#1' BARS / COL Wr(4)#5 BARS L--- II / II -- -J -B."' (2 2650 ALUM - - - AREA CALCS: LIVING AREA: 3,094 S.F. GARAGE: 584 S.F. PORCH: 802 S.F. FRONT PORCH: 356 S.F. ENTRY: 112 S.F. TOTAL: 4,948 S F. LIVING VOLUME: 33,524 C.F.; 0 18' 8'-4' GATES 10'-6' 1'-4' 10'-7' 1'-4' 0'-T V-4' 29, T-8' 3'-8" 3'-8' V-4' 6'-8' V-4' T-4' T-9' 13'-5' . 7'-2' 'LE COP` T-4' T-8' 9'-4' 35'-8' WALL TYPES STUCCO ON 8" CONIC BLK O O + WALL W/ 1/2" GYP BD ON IX2 P.T .WD FURRG STRIPS O 24"O.C. & R-4.1 AL -FOIL f INSULATION BETW. ` y BO Z i/2" GYP BD ON BOTH SIDES OF 2X4 WD STUDS O 16"O.C. 1/2" GYP BD ON BOTH SIDES OF 3 5/8 GALV MTL STUDS 0 24"O.C. MAX. ARCHITECTURAL FLOOR PLAN S C A L E: 1/4" - 1>-0" VISIONS: 22 OCT 2018 1 FRONT PORCH 07 OCT 2019 DEPT COMMENTS 08 SEPT 2020 OPNGS, ND STUDS ,H DRS L DRAWINGS ARE NOT TO BE SCALED WITTEN DIMENSIONS f HAVE PRECEDENCE OVER ALL SCALED DIMENSIONS. Z CONTRACTOR TO VERIFY ALL OPINIONS & ADVISE ARCHITECT OF ANY DISCREPANCIES. CONSTRICTION SHALL NOT PROCEED INTO. SAID DISCREPANCIES HAVE BEEN RESD.VED BY ARCHITECT. 1 NO NATERIALS OR SYSTEMS ARE TO BE FABRICATED UNTIL: A. ALL PERSONS HAVE BEEN VERIFIED BY THE CONTRACTOR. B. SHOP DRAWINGS HAVE BEEN REVIEWED & ACCEPTED BY THE ARCHITECT. U ®z kA kA ® O 14 0 ow DATE: 01 AUG '18 PROJECT NO: 17 — A117 SHEET: of 7 A WE ROOF TRUSS AT 2' O.C. 5/8' GYP. BD. Ar z J a GALV. MTL. BOTT. TRACK W SCREWED TO 2X4 P.T. WD. rn WALL PL, W/ PDR. DRVN. PINS INTO CONC. SLAB. GALV. MTL. TOP TRACK SCREW INTO BOTT• OF RF. TRUSS CHORD. 1/2' GYP. BD. BOTH SIDES OF 3 5/8'. (25 GA) GALV. MTL. STUDS @ 2' D.C. MAX. 4' CONC. FLR. SLAB W/ FLR. FINISHES AS PER FLR. PLANS ]NON -BEARING MTL- STUDS] TYR INTERIOR WALL SCALE: 1/Z = V-0" v a m 12'_4' 47'_S' 14'-4' 14'-4' 1•_4'.... 14'-5' 1'-4' 14'-6' 1'-4' 14'-5' 4'-T 6'-10' 3'-3' 1. 4'-4' 3'`10' 3' 3'-2' j i i i li i i i i i i 1 i i i i I i i I_ _ _ _ _ _ _ _ I. L_. _.-. _. _ _. _. _ ' I j I I I I I I I I ❑ ye_r ' '' O I f I I I I I I I Ir ri 1� •� �! 16"X16" CONIC BLK j 16"X16" CONIC BLK i ! 16"X16" CONIC BLK N . :1r=--=.=J• 1— :VL•J1J .. wo .-.-._-.-.-.-._--._-._-------- O _ .. — cn GENERAL CONSTRUCTION NOTES: d El ElI Q, I.. v ----------------------------- 1 ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE, LOCAL, & GOVERNMENTAL CODES, ORDINANCES, STANDARDS AND RESTRICTIONS. 2. ALL TRADES TO COORDINATE THIR WORK WITH ALL OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS ON THE JOB PRIOR TO COMMENCING CONSTRUCTION AND NOTIFY ARCHITECT OF ALL DISCREPANCIES. DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALED DRAWINGS. 4. ALL DIMENSIONS ARE NOMINAL TO THE FACE OF STUDS, CONC. BLK. OR EDGE OF MONOLITHIC SLAB FOOTING UNLESS NOTED OTHERWISE. DOOR AND WINDOW SIZE OPENINGS TO BE VERIFIED WITH THE MANUFACTURER. 5. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH & INSTALL ALL ITEMS FOR COMPLETE FULLY OPERATIVE SYSTEMS IN FIRST CLASS WORKMANLIKE MANNER. '0 6. INSULATE EXTERIOR MASONARY WALL WITH MIN. R-4.1 INSUL, EXTERIOR WD. FRAMED ih WALLS WITH R-13 INSUL. AND ATTIC SPACES WITH MIN. R-20 "ICYNENE" INSUL. 7. COMPACT ALL FILL TO A MIN. OF 95% DENSITY AND POISON SOIL FOR TERMITES; MIN. SOIL BRG.: 2500 P.S.F. 8. MIN. CONC. STRENGTH: 3000 P.S.I. ® 28 DAYS. MIN. CONCRETE COVERAGE FOR REINF. BARS. SLAB: 3/4"; BEAMS & COLS: 1 1/2"; THE COLS: 3/4"; FORMED CONC. BELOW GRADE: 2" & UNFORMED CONC.: 3". 9. REINFORCING STEEL TO BE GRADE 60. 10. DETAILS OF CONCRETE REINF. SHALL BE IN ACCORDANCE WITH "THE MANUAL OF STD. PRACTICE FOR REINFORCED CONCRETE CONSTRUTION". 11. TIE COLUMNS TO HAVE DOWELS INTO CONCRETE FTG. WITH THE SAME SIZE AND NUMBER OF DOWELS AS VERTICAL REINF. BARS.; REINF. STL TO BE LAPPED 30 BAR DIAM. MIN. ® SPLICES. 12. PROVIDE CLEANOUT OPENINGS AT THE BOTTOM OF GROUTED CELLS OF CONCRETE M. TIE COLUMNS. 13. ALL WOOD IN CONTACT WITH CONC., MASONRY OR STL. SHALL BE PRESS. TRTD. WD. STRUCTURAL LUMBER TO BE A STRESS GRADE OF MIN. F = 1200 PSI (BENDING). ao 14. MIN. ELECTRICAL WRE SIZE SHALL BE #14 A.W.G. (EXCLUDING THE CONTROL WIRING). ALL CONDUCTORS SHALL BE "COPPER" WITH "THHN" INSULATION. 15. ALL RACEWAYS UNDERGROUND OR LARGER THAN 2" IN DIAM. SHALL BE GALVANIZED RIGID STL. CONDUIT OR SCHED. 40 PVC.; OTHER RACEWAYS AS PER CODE REORMTS. 16. PROVIDE "GFI" RECEPTACLES IN BATHROOMS, AT KITCHEN COUNTERS, IN GARAGE AND OUTSIDE LOCATIONS. 17. SANITARY PLBG. PIPING TO HAVE MIN. 1/8" PER FT. PITCH AT ALL HORIZ. RUNS. d. PROVIDE CLEANOUTS AT THE BASE OF WASTE STACKS. 18. ALL UNDERGRD. WATER PIPING SHALL BE COPPER TYPE "K; ALL OTHER WATER PIPING SHALL BE COPPER TYPE "L". - 19. PROVIDE AIR CHAMBERS AND SHUT OFF VALVES FOR ALL WATER SUPPLY PIPING AT FIXTURES; PROVIDE VACUUM BREAKER AND SHUTOFF VALVE ON ALL HOSE BIBBS. 20. A/C AIR HANDLING UNITS TO HAVE CONDENSATE. SAFE WASTE WITH TRAP. , c STUCCO ON 8" CBS WALL CONT CAULK WOOD DOOR FRAME W/ ANCHORS TO WALL AS PER NOTES BELOW. APPROVED 2X4 P.T. WOOD WDW. BUCK 1/2" GYP. BD. ' ON 1X3 P.T. WD. FURRING STRIPS CONC BLK ANCHORAGE DTL DOOR DETAIL, c S C A L E: 1 1/2" = 1'-0" 3 ALL ANCHORAGE TO BE WITHIN 6" FROM EACH CORNER AND AS MAXIMUM OR 16" BETWEEN CENTERS. SHIMS TO BE USED TO FILL THE VOIDS AT ALL ANCHORAGE POINTS. WINDOW/DOOR OPENING SEALANT PROVIDE 'TREMCO VULKEM 116' WATERPROOFING SEALEANT AROUND OPENINGS BEFORE INSTALLATION OF WINDOWS AND EXTERIOR DOORS. STUCCO ON CONT CAULK ALUM. FRMD. WOW W I .. O _-__---_ o I I M i III --------- d I I .. .• r� a` r , (,�("f. •i;:III I Jill iu to 4'-4' '4' 4' 2'-4' 3'-8' '-8' 3'-8', t°L J mz STn O o� .I , Ill A//C A//C v k °rorl 3 IC �I f'.. -._._._. _- CbND GbND i r- D.W. t I. f L_ a I j I w. El -- _. o n a oQ 77 o a' oo BATHE } I ffl C? __-. - FLOOR SLAB: 4" CONIC. SLAB W/ 6X6-10/10 W.W.M. ON 6 MIL,L,:.. — -- BARRIER ON COMPACTED TERMITE POISONED I I � POLYETH. VAPOR B OVNS REFRIG �. � ( �l \ /El W.C. , I •` "POOL "I w 'I .. CLEAN FILL. MIN. SOIL BEARING: 2000 P.S.F. EOPMNT L_ :: .. _-jL-__J C. BATH L..{ Im 1 �. L: ..I .. a 2 CAR GARAGE a . I REFRIG ' .. 1 - - - -'=-- - ❑ N Ell .1 I- - N o A o A I1L.' ' L_Ji W/ ANCHORS TO WALL 2X6 P.T. WD, DR. NOTE: AS PER NOTES BELOW. BUCK AT SIDES HEADER BUCK MAY BE I & TOP OF DR. W/ SECURED W/ PWDR. j 1/2' EXP. ANCH. DRVN. ANCH. PINS APPROVED IX P.T. BOLTS INTO CONC, WOOD WOW. BUCK TIE COL. AT 24' GALV. MTL O.H. DR. O.C. & 6' FROM TRACK / SECURE TO BOTH ENDS MAX,/ WD• BUCK AS PER DR. I OFFSET BOLTS '''��� MFR. SPECS. ~ GYP. BD. TO AVOID TRACKf 1/2" ON 1X3 P.T. WD. FURRING STRIPS O.H. GAR/ DR. CONC BLK ANCHORAGE ° ' n WD, DR. STOP MOLDING WDW DETAIL DETAIL B STUCCO FIN. ON 8' CONC. S C A L E: 1 1/2" = 1'-0" 3 BLK. WALL AT MASONRY WALL: 3/16" 'TAPCON' ANCHOR THRU WOOD GAR. DR,. DTL• BUCK WITH MIN. 1 1/4" PENETRATION INTO CONCRETE. a AT WOOD FRMD. WALL: #10 SMS SCREWS WITH MIN. 3/4" PENETRATION OF THE WOOD FRAMING MEMBER. SCALE: 3/4" = 1.'-0" 3 2'-8' v i i I I I 1 I I I _ I I 1 4' FOUNDATION NOTES: FLOOR SLAB: 4" CONC. SLAB W/ 6X6-10/10'W.W.M! ON 6 MIL. POLYETH. VAPOR BARRIER ON COMPACTED TERMITE POISONED CLEAN FILL, MIN. SOIL BEARING: 2000 P.S.F. MIN. CONC• STRENGTH: 2500 P.S.I. AT 28 DAYS TYPICAL TIE COL.: (1) #5 REINF. BAR VERT. & GROUTED SOLID IN CELL OF CONC. BLK. WALL W/ CONCRETE. 11/2" DP: X B" W. WATERSTOP RECESS ALL AROUND HOUSE PERIMETER UNDER CONC. BLK. WALLS 11/2" X 12" W. WATERSTOP RECESS IN FLOOR SLAB UNDER ALL OVERHD. GARAGE DOORS. 8" X 16" DOUBLE FILLED CELL TIE COLUMN: O ❑ a (2) W/ CONCRETE BARS VERT. & POURED SOL ---1 i �0 ED I � I � I 3 ' I I I I I I 7'-4' 1 3'-S' 1 9'-4' r I jO ul I v 3 FOUNDATION SCHEDULE: / I \ 16" OP. X 20" W. CONCRETE MONOLITHIC FOOTING W/ (3) #5 REINF. BARS CONT. W/#4 TRANSVERSE BARS ® 24 O.C. O10" OP. X 8" W. THICKENED CONCRETE SLAB EDdE W/ 2 (1) #5 REINF. BAR CONT. 32" X 32" X 12" DP. CONCRETE PAD FOOTING W/(4) 3 #5 REINF. BARS EACH WAY '-4'1 10'-7'. jl'-4'l 10'-7' 35'-B' F0UI`IDATI FLAN S C A L E: 1/4" = 1'-0" FILE COPY J d V K00 W �' 0- 1 ZO t ' O OD �I r. Q92 o� �Q rnLf) HITE Z� AN -745 REVISIONS:® REV., 22 OCT 2018 ADD FRONT PORCH REV; 07 OCT 2019 BLDG DEPT COMMENTS RAVINGS ARE NOT TO BE LEA WRITTEN DIMENSIONS E PRECEDENCE OVER ALL LED DIMENSIONS INTRACTOR TO VERIFY ALL M RESOLVED BY ARCHITECT. 1 MATERIALS BI SYSTEMS ARE BE FABRICATED UNTIL: LL DIMENSIONS HAVE BEEN STANDING SEAM METAL ROOFING ON PEEL & STICK MEMBRANE ON 5/8' CDX PLYWD. SHTG, ON WD. RF. TRUSSES @ 24' O.C. (MFR. TO PROVIDE ENGINRED SHOP DRWGS. GALV. MTL. DRIP EDGE ON 1X2 P,T. WD. STRIP & 2xe wA• FACIAS STUCCO ON GALV. —' MTL. LATH SOFFIT STUCCO ON 8' CONC. BLK, WALL 1 1/2' D. X 8' W. WATERSTOP RECESS AROUND PERIMETER 1X4 WD. BRACING @ 8' O.C. R-21 ICYNENE ROOF INSUL. 5/8' GYP. BD. CLG. APPROVED GALV. MTL. ANCHOR STAPS @ EA. TRUSS 8'W. X 16'DP. CONIC. BLK, BOND BM. W/ (1) M5 BAR TOP & BOTT GR13UT SOLID W/ CONC. J J 3 1/2' GYP. BD. ON IX2 P.T. WD. FURRG STRIPS v @24' D.C. J 0 R-4.1 'AL -FOIL' RAD, BARRIER INSUL. BETW. i FURRING STRIPS v¢i VERTICAL REINF BARS POURED SOLID IN CELLS OF CONC BLK WD. BASE (TYP.) -4' CONCRETE FLR. SLAB W/ MONO-FTGS. (SEE FOUND. NOTES ON FOUNDATION PLAN) CONC. MONO-FTGS. AS PER FOUNDATION PLAN & SCHEDULE TYP, WALL SECTION SCALE: STANDING SEAM METAL ROOFING ON PEEL & STICK MEMBRANE ON 5/8' COX PLYWD. SHTG. ON WD. RF. TRUSSES @ 24' O.C. (MFR. TO PROVIDE ENGINRED SHOP DRWGS. GALV MTL ANCHOR STRAP SEE ROOF FRMG PLAN GALV. MTL. DRIP EDGE ON P2 P.T. S WOOD STRIP & 2X8 WD. FACIAS 7/8" THK STUCCO — ON GALV. MTL. LATH BOTTOM COURSE - PRECAST - CONC LINTEL TYP. CONIC. 9LK.. COLUMN W/ (2)#5 REINF. BARS VERT. & GROUTED SOLID W/ CONIC. 3/4" = 1'-0" 12 5F — - —7/6' THK STUCCO ON PAPER-SK GALV. MTL. LATH ON 15# FELT ON 5/8"CDX PLYWD SHTG ON 2X4 WD FRMG Q 24"O.C. MAX __ 8"W. X 24"DP BOND SM. W/ GiROUT SOLID W/ GONG, ARCHED OPENINGS: STUCCO ON PAPER-BK GALV MON 2X4 TL LATH ON 15#FELT ON COX FRMG (SEPLYWD WDBTL A/2) PORCH SECTION B SCALE: 3/4" = 1'-0" 4 TOP OF UPPER 8'Xl6'DP CONC TIE BEAM � EXTEND TIE COL. REINF — STL UP TO TOP BM. W/ 12'LG BEND INTO BM & TIE TO HORIZ BARS EXTEND BM REINF BARS —INTO COL W/ 12'BEND & TIE TO VERT BARS TOP OF LOWER 8'X16'DP CONC TIE BEAM STEP UP WALL SECTION S C A L E: 3/4" = V-0" w 'v m M TRUSS BRG EL 9'-4" HI 0 I STEP UP WALL 24" I I I { — — _ — — TRUSS BRG EL 11'-4" HI \i4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- -----------------Jf------------ ---I i� II N II i I / -7 T-7- _ _.. � 14' COVERED PORCH (11'-4" HI CLG) y I F MIC"Y ROp�yy / I V (jA T81z'-4y(il c9l�FFER,/ G)rc TRUSS BRG EL 11'-4" H1 — — — — — ------ WI_ ----^---------------------------------� ---J w I U I I m N iu Ni 0 i I cu 7 r' i a. I i I Wes' =1 I r i' //' OU 00 4'-4' I / / / i i' /' /' / i 1 I m PO4ASTE EfCSRM. // // � N I / IGIVI G F�00M/ STEP UP WALL 24" k11-4"X012 j- 1 COUFFEW CLG) / / / I I / (1X`-4°��fi12'-yHt /GoiiFFEf�' CLG) / EL 9'4" TO 11'-4" / / I — — —TRUSS BRG EL 9'-4" HI — — — I —I — _ TRUSS BRG EL 11'-4" HI — — — J — — — — — — — — — — — -- ------- — — — — — ---I / / / / / / i / / / / ✓ / / I 1 A.H.U. HUNG / / .` / / / / / / 1 r — — — — — — I I ( FROM CLG I I I, / / / f / / / / / S'_4' 2' 4' 3'-S I 2'-1 2'-2' + 14' I I r —� L_—_TJ—�J. - a I I I "1TI`A ESS I I I N i q I I a I I m A.H.U.O CLG I a ( I ! —' , 11 T ---'- ' ----` %' — — IcuI I I I wl I JI 7 w I m l I w I a FO ER / /// //// i I w I I m WIN FFER / m JD 10" COUFFER C t RF CIF!CKET BETW 2 RFS °D I I II L— I �, _ I - - - -- - ------ L — JI I I I TRUSS BRG EL 13'-4" I I I Sl I BD --------------t-------- --------- — — — — — — — — — — — — — — — — — — — — — — — —-----------J i- - -- -------------------------- - — — — — — — — — ------- -----_-- —1 -a 1 i i TRUSS BRG EL 9'-4" HI TRUSS BRG EL -:-4 HI STEP UP WALL 24" EL 9'4" TO it'-4" i i i I I I I= ENTRY 1= I i STEP P WALL 48' I I to W I I I I I I EL 9'4 TO 13'-4" (PORCH"HI ) ;D m I I I W COVERED FRONT PORCH I M-iN v i I i k IEn = D ------ TRUSS BRG EL ii'-4" HI L— -- -------L-------------J—L-------------1— — I TRUSS BRG EL 9'-4" HI STEP UP WALL 24" a EL 11'4" TO 3'-4" HI TRUSS BRG EL 13'-4" � �3 1/8" (2) HOLES FOR 1/2» DIAM. EXP. ANCHOR BOLTS INTO CONC. TIE SM. 10 a. Q y 1/4" THK. STL. PLATES I F BENT INTO "U" AS SHOWN Io r AND WELDED ] a BOLTS AT EACH WD. SM. AS SHOWN BK HANGER A SCALE: 3/4" = V-0" ¢ 29 3'-8' 7 -4' 1 3 '8' i 9 -4' 1 ROOF SHEATHING NOTE: TRUSS ANCHORAGE NOTE: ROOF SHEATHING TO BE MIN. 5/8', EXP. 1, COX TRUSS ANCHOR STRAP AT NEW CONC. SM. TO BE-SIMPSON- TRUSS ANCHOR STRAP AT CONC. SM. TO BE "SIMPSON" PLYWD. W/ LNG. DIM. PERPENDICULAR TO FRMG. OJBAETA76 GALV. MTL. RIVETED TRUSS ANCHOR O#MGT GALV. MTL. W/ (22)i OD TO TRUSS ANCHOR & END JNTS. STAGGERED, ROOF SHTG. TO BE ATTACHED WITH 8D COMMON NAILS AT 6" O.C. O ((13)tOD COMMON NAILS -TRUSS (1)5/8"X4"EXP. BOLT INTO CONIC. BM. AT EDGES AND INTERMEDIATE FRAMING. (6)IOD X 1 1/2 NAILS -SEAT PL U=-3965# NO ZONE 3 (GABLE END) Fi=335#, F2=635#, U=-1450# 13 10D COMMON NAILS -TRUSS TRUSS ANCHOR STRAP AT CONC. SM. TO BE 'SIMPSON" ROOF LOADS TCLL: 30 PSF TOOL: 15 PSF BULL: 00 PSF BCOL 10 PSF TOTAL 55 PSF O E #FGTR GALV. MTL W/ (18)SDS 1/03 SCREWS TO TRUSS ANCHOR TRUSS ANCHOR STRAP AT WD. FRMG, TO BE "SIMPSON" (2)1/2"X5" TITEN SCREWS TO CONC. BM O#114 GALV. MTL. TRUSS ANCHOR W/ (12)80 X 1 1/2" NAILS U=-5000# INTO TRUSS & (13)8D X 1 1/2 COMMON NAILS INTO TOP PLATES iO F7=515#, F2=265#, U=-1350# TRUSS ANCHOR STRAP AT CONC. BM. TO BE (2) "SIMPSON' GIRDER TRUSS ANCHORAGE TO BE (2) 'SIMPSON" HETA16 O #FGTR GALV. MTL W/ (36)SDS 1/03 $CREWS TO TRUSS ANCHOR © GALV. MTL. TRUSS ANCHORS (4)1/2"X5" TITEN SCREWS TO CONC. SM I PLY GIRDER TRUSS U=-9400# 1O (12) 10D COMMON NAILS / UPLIFT =-2035#) 2 PLY GIRDER TRUSS O (14) 16D COMMON NAILS / UPUFT =-2500#) 35'-8' ' ROOD!- FRAMING PLAN ANOR T FILE COP),, REVISIONS: REV., 22 OCT 2018 ADD FRONT PORCH REV: 07 OCT 2019 BLDG DEPT COMMENTS REV: 10 SEPT 2020 ARCH OPNGS & RF INSUL CLOUDED DETAILS L DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER ALL SCALED DIMENSIONS. 2 CR7TRACTIR TO VERIFY ALL DATE: 01 AUG '18 PROJECT NO: 17 — A117 SHEET: of 7 A NOTES ARC -FAULT CIRCUIT INTERRUPTER ON ALL SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS EVERYWHERE EXCEPT BATHROOMS, KITCHENS, GARAGES & OUTSIDE RECEPTS. ALL RECEPTS. TO BE "TAMPER -PROOF" AS PER NEC 2011 SEC. 406.11. SMOKE DETECTOR NOTE: SMOKE DTCTR. INSTALLATION - FLAT CLG. MNTD. MIN 4" FROM WALL WALL MOUNTED MIN. 4" & MAX. 12" FROM CLG. SMOKE DTCTR. SHALL NOT BE INSTALLED WITHIN 36" HOR. PATH OF A SUPPLY REGISTER OF A BLDG. COOLING SYSTEM, BLADE OF A CLG. FAN, HOR. PATH OF A DR. TO A KITCHEN OR A BATHROOM W/ SHWR. OR TUB. MIN. 75 DBA SOUND IN BDRM REQ'D. PANEL "A" (200A, 120/24OV, IPH,) DISPOSAL #1 1.0 KW 20A/1P (2)#12THHN DISHWHR #1 1.0 KW 20A/1P (2)#12THHN SMALL APPL. (3) 4.5 KW 2OA/1P (2)#12THHN REFRIG.#1 1.2 KW 20AAP (2)#12THHN REFRIG42 1.2 KW 20A/lP (2)#12THHN WASHER #1 1.5 KW 2OA/1P (2)#12THHN DRYER #1 5.0 KW 30A/2P (3)#10THHN MICROWAVE 1.5 KW 20A/1P (2)#12THHN POOL EQPMNT 2.0 KW 20A/2P (3)#12THHN WATER HTR 4.5 KW 25A/2P (3)#IOTHHN EXT GFI RECEPT 12 KW 20A/1P (2)#12THHN EXT GFI RECEPT 1.2 KW 20A/1P (2)#12THHN OVENS 7.0 KW 50A/2P (3)#8THHN COOKTOP 7.0 KW 50A/2P (3)#8THHN GARAGE RECEPT 1.2 KW 20A/lP (2)#12THHN GAR. DR. ❑PNR, 1.0 KW 20A/lP (2)#12THHN UTIL RECEPT 1.2 KW 20A/lP (2)#12THHN BRKFST. RECEPTS. 1.2 KW 20A/lP (2)#12THHN DINING RECEPTS. 1.5 KW 2OA/1P (2)#12THHN BATHRM GFCI 1.5 KW 2OA/IP (2)#12THHN PANEL 'B' 43.3 KW 10OA/2P (3)#3THHN SPARE 90.7 KW TOTAL CONN. LOAD FIRST 10 KW. @ 100% = 10.0 KW REMAINDER @ 40% = 18.7 KW HEATING @ 65% = 13.0 KW 41.7 KW PAnv 1/Y 1'1PT J. SUB-PNL "B" (IOOA, 120/24OV, IPH.) LITES & RECPTS* 93 KW I5A/1P <2)#14THHN A/C COMP #1 7.0 KW 60A/2P (3)#6THHN AHU #1/HT. 10.0 KW 60A/2P (3)#6THHN A/C COMP #2 7.0 KW 60A/2P (3)#6THHN AHU #2/HT. 10.0 KW 60A/2P (3)#6THHN SPARE 43.3 KW TOTAL CONN. LOAD FIRST 10 KW. @ 100% = 9.3 KW HEATING @ 65% = 13.0 KW 240V *(3094 SF X 3W = 9,282 KW) 93 AMPS. CARBON MONOXIDE NOTE: HARD WIRED CARBON MONOXIDE DETECTOR W/ BATTERY BACKUP IS REQUIRED WITHIN 10' OF EACH SLEEPING ROOM TO BE PART OF THE ALARMS SYSTEM N 0 T E S: ARC -FAULT CIRCUIT INTERRUPTER ON ALL SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS EVERYWHERE EXCEPT BATHROOMS, KITCHENS, GARAGES & OUTSIDE RECEPTS. ALL RECEPTS. TO BE "TAMPER -PROOF" AS PER NEC 2008 SEC. 406.11. ----------------------- H.B. I I I I LINEN cF � 1 __--_J - - - - - - - - - - - - - -------------------- POOL LITES�\-------- I V.P. 1 .�. � E.F. VEST BATH 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ll - - - / 9'-4" HI CLG) I - - - - - - - - - - - - - - - - I I I I GFl TV 3 /-----'\�--- -�� ---``� ---------� \il ----------- i I3 I I SD \ I I I / n n n \ I/ /I /L II I I I I \ FAN I I FAN I I FAN - I/ I I I\ I I -=IJ -__ cz = COVERED PORCH / SD \\ n I �\ (11.-4" HI CLG) /// I I \ II \- - - - - - - - - II __ II--- / I I I FAMILY ROOM L1 U I i I(11'-4"T012'-4"FnC0UFFER CLG)I I \\ FANAI Er I I\- II \ 1 1OFFICE= II -- II 1 W.P. W.P. =-= V N I / GFI GFI FA(W-Al CLG) O 0, I -------------- ---------------- I I LI 11 I I I I � � r------------------�-------------� \ /I _____ I _ / I � 1 I C-�.4'✓ -� I I 1 I I I 11 1 I � I I i FAN - I I I n I I I I I GFI / I 1 I I 11 / I I FAN n LIVING ROOM I I CHEN m GFII r / FAN LIVE I�fI I i I / u I i I I(11'-4"T012'-4"HI COUFFER CLG I �11'-4" HI CLG) �> OL TV/ C- ��ZII / I I -- I MASTER BEDRM.\ I I ffI 1 I \ Oo aYII 1 oa 0O 1 /j II - I / 1 I I (11'-4"Tt12'-4"HI COUFFER CLG) I I ffi I °o on I o� I /BEDRj�OM 3 I COND COND I I 1 I 1 I ffi1 I 3 I o� © I /(9'-4" Til CLG) ZZ7� --- GFI I I W.P. 1 I \ n I I I I I I D.W. I I I 1 1 GFI TV I GFl H.B.HeI \ I I I I I 4 L- I cFll I I I I ow I I \ II I I I I I I I / III I FA -- GFI I I I A I I I I I I/ /, G BATH I -� POOL I I i �\\ I I I / 1 I l //�^�� � -'� ( SD (�•-4^ G) I ✓ iIII \\ \ \ \ \\\ \\ \II I I_-P. . LITE JyyyLm.,P EQPMNT RECEPT & GFCLL �W. IN ATTIC PANT 0N3 L- J L H.B. FROM CLGA.H.U. HUNG - - - - - -GF eC ACCESS /' L---�----------------- c SvP D D SINTERCONNECT CO2/ -----/ 9'-" HI CLG) E.F. ----------- SMOKE DETECTORS 4 I131 T A HUNG - '-4HI G) FROM CLGH.B. 4 L SD2 CAR GARAGE r GFI (9'-4"HI A.F.F. CLG) / (1i'-4" HI CLG) FOYER GFI RPRIG TVW.I.CLO 12HI COUFFER DR OPNR (11'-4" HI CLG) W.I.CLO DNW.P. I 12'HI COtIFER CLG) rI\ Q IL - T9GFI n100A NOTE: IBA'NL 0MAIN SERVICE EC rLINFAN -�I UT I!n FOR RESIDENCE2-N� GUEST HOUSE EL & GARAGE PL_ -------- FAN/LITEAI TV OGFI � BEDRQOM 2�S III1IIIII 1 J I I I I DISCONNECT SWITCHES 200AMP (3)#2/0 THHN-CU HOUSE IN 1 1/2' COND TO 400A MAIN DISC O HOUSE 200A PANEL SERVICE PANEL 100AMP (3)#3 THHN-CU (LOCATED AT 0GUEST IN 1 1/4' COND TO RESIDENCE GARAGE) 300AMP GUEST 100A PANEL 400A 0 GARAGE (3)#350 THHN-CU 120/240V IN 2 1/2' COND TO 1PH GARAGE 300A PANEL BURIED MAIN FEEDER FROM TRSFRMR. (SEE LOCATION ON SITE PLAN) FROM FPL E- #2 CU TO C.W.P. SUPPLY & FTG. REBAR, m -(2) 5/8'XIO' CU (3)#400 MCM-CU J CLD. GRD. ROD IN 3'D COND. _ = 10' APART ELECTRICAL RISER NO SCALE LOAD CALCULATIONS: MAIN HOUSE 200A PNL = 90.7 KW GUEST HOUSE 100A PNL = 26.2 KW DETACHED GARAGE 300A PNL = 100.0 KW TOTAL PANELS LOADS = 216.9 KW FIRST 10 KW. @ 1007 = 10.0 KW REMAINDER @ 407 = 68.4 KW HEATING @ 65% - 14.3 KW lL/ IOW 240V 386 AMPS ELECTRIC SYMBOLS WALL MTD. RECEPTACLE FLOOR MTD. RECEPTACLE ® 240V. RECEPTACLE SPECIAL PURPOSE -'9V' INCAND. LITE FIXTURE RECESSED INCAND. "HI -HAT" �1. RECESSED INCAND. �( "EYE -BALL" FIXTURE EXHAUST FAN DBL. HEAD INCAND. SPOTLITE FIXTURE WALL MTD. SWITCH �$ IJ PUSH BUTTON JUNCTION BOX CEILING FAN OUTLET (J-BOXONLY) Y PHONE JACK LOCATION 4 T.V. JACK LOCATION SMOKE DETECTOR SD (120V & BATT. BACKUP) SURFACE MTD. FLUORESCENT FIXTURE SMOKE DETECTOR & CARBON GeSD CM MONOX. DETCTRS COMBO (120V & BATT. BACKUP) V.P. / / \ \- - - - - - - - Fil GFIGFI I I \\ �i I I GFI �I I �------- -----------------�.�---f-----� I I I M. BATH II W.C. (11'�4" HI CLG) ° EtNTFiY I 11 COVERED FRONT PORCH I 1 I E.F. GFI (PORHl CH) i II I I I \ I TUB V.P. I I \ I I H.B. I I 1 I II I I I \ L---- I II / II I I EVI�W -+-__-__--_- __--___-- ------------ I'` DE OOMPLIANC' I I I II I/ I " LUCIE COUNTY \ L ------------- I-J II I / I BOCC ----------------------------------------------------- FILE COP- \\\ I \11 / \ ah ELECTRICAL FLOOR PLAN S C A L E: 1/4" = 1'-0" NORTH REVISIONS: REV., 22 OCT 2018 ADD FRONT PORCH REV: 07 OCT 2019 BLDG DEPT COMMENTS .. DRAWINGS ARE NOT TO BE iCALED. WRITTEN DIMENSIONS NAVE PRECEDENCE OVER ALL ;CALEB DIMENSIONS. CONTRACTOR TO VERIFY ALL 1DENSIRRS & ADVISE ARCHITECT IF ANY DISCREPANCIES. INSTRUCTION SMALL lu PROCEED INTD. SAID DISCREPANCIES HAVE 3EEN RESOLVED BY ARCHITECT. 1 MI MATERIALS OR SYSTEMS ARE 10 BE FABRICATED UNTIL 1 ALL DIMENSIONS HAVE BEEN IERIFIED BY THE CONTRACTOR. 1 SHOP DRAWINGS HAVE BEEN REVIEVED & ACCEPTED BY ME ARCHITECT. 4 A DATE: 01 AUG '18 PROJECT NO: 17 - A117 SHEET - of of 7 AV CONDENSING REFRIG�L\INE\S i A/C A/C COND CONE, --------------------- r 4'D. FLEX I DUCT UP TO I RF. JACK I I I - ------------------------------------------------------------------------------J LINEN (OD �, I 120C E.F. VEST 50CFM BATH 4 Ll - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ( -4" HI CLG) I 1 I I I 11 F- - - - - - - II I I I I I I I 190CFM I I COVERED PORCH I I I 6„D 1 (11'-4" HI CLG) I I I I FAMIL ROOM (11'-4"T012'-4 I COUFFER CLG) 1 OFFICE 1 1 OX12 (9'-4" HI CLG) I 2 I I 1OX12 I IUy I I I I ( a: I 8'D. I I 12X12 (L _------------------------------ I I Rj"_JI I FAN 1 IOX12 1 190CFM I I I BID. I I I I I L---- - - - - -- 8'D. CLOS CLOS 10"D BEDRM 3 (9'-4" HI CLG) , BID. 112X12 0"D R.A.G. r I I i i I 1 9 D T I D.W. �IB� I I I 1 L_ - -- r I I 1 240CFM ' 1 I I 10'D. I 8X6 9'D. 100 1 ---- 1 215CFM i I I ' 1 i SOCFM BATH 3 I I 18'D. _ 1 1 I (9'-4" HI CLG) man 1 10"0 - 0 .M 10"D POOLIEQPMNT Ilow - no I� 8111�1 �'D� I• � - JE- DUCTFIJPXTO I 1 I I 7PANT I OVNS I REFRIG - / I-7V RF. JACK UNIT /� 1 16'D. I L ------ --J L J 4"D I 1� a A.H.U. HUNG]:� 9'D. 4'D. F EX 10 FROM CLG 1 14'D. I . FrQ DUCT �P TO ----------------� I I HALL L7v ' RF. J K �rn'c ACCESS I 10"D I I (9'-4" HI CLG) 806 M gATH E.F. ' I 4"D (9'-4" HI CLG) 1 — 1"D PVC CONDENSATE DRAIN 16'D. r�__�� �i — -----I / I LINEN I UNIT 1/i I 20'D. R¢RIG 1 I a A.H.U. HUNG a FOYER / I 2 CAR GARAGE d FROM CLG vi I 8X6 (11'-4" HI CLG) I 12"HI COUFFER I / 1O CF I BID.®80CF I (9'-4"HI A.F.F. CLG) - - - 16'D. 60CFM 4"O W.I.CLO I 24X24 1 // / 9,D 250CFM I I 1180CFM 12X12 1 I 8X6 I R.A.G. I / 8X6 o I R.A.G. [-----------------------1 I 4"D 20CFM 1 I I 70CFM I 5"D I (11'-4" HI CLG) I 5"D 1 I I I I I W.I.CLO I 8X6 I 1 I I I I - J L 70CFM DEN 1 UTILITY o3 I N I BID. I BEDROOM 2 L — LIN i 12"HI COUFFER CLG) I i (9'-4" HI CLG) I 1 (9'-4" HI CLG) I I I I 1 I I I I I I IOX12 0° I---------J w 200CFM I I visio ------------------- I I I I I I IOX12 I 215CFM I I I I I I I I I I I I I MASTER BEDRM. I I (11'-4"T012'-4"HI COUFFER CLG) I I 18X18 RAG F------------- I I I I I I I I I I I I I I I I I I I I I jLIVING ROOM I (11'-4" 1'012'-4"HI COUFFER CLG) 1 I I I I aQ 0 Y0 0U om IOX12 120CFM I BASE WITH (4) 11. I I I I I I I I I I I `----------------------------------- 4'D.FLEX M.BATH I I DUCT UP TO 1 (11'-4" HI CLG) .J ° 0 ENTRY I 11 I RF. JACK PORCH I I 1 TDB (13'-4" HI CLG) I II II j II I COVERED FRONT PORCH I I I I I L r I I II II I3 YIEYYB�E® FOy,R'�fy+ EYEBOLTS THOU I I I TRUSS TOP CHORD I I I I --I'---------- ------------ ---'--------- CC�MPLIP1IrCE I I II I T. UCIE COUNTY L--------- ---- 11 I I I BI?CC ---------I Ell t--------------------------------•-------------- I CONE) UNIT TO BE (4) 3/8" THREADED L---- 1�/ ��—�i-----� FILE �OD■' SECURED TO CONIC. RODS EA. CORNER A/C EQUIPMENT: A/C EQUIPMENT: W X 6"LNG 14GA GALV MTL STRAPS W(2) GALV SHT MTL SCRWS TO UNIT & (1) PDR DR. PIN INTO CONC BASE. A/C COMP ON 4" CONIC PAD FIN FLUSH W/ EXIST HOUSE FL. PRIM DRAIN FLOAT SWITCH IN PAN GALV. STL. UNISTRUT SECONDARY DRAIN PAN UNDER AHU 4X6 STL. ANGLE STRUT EA. SIDE AHU HANGING DETAIL CONDENSING UNIT N. T. S. NOTE: MOUNTING DETAIL ALLOW SUFFICIENT CLEARANCE FOR INSTALLATION, SERVICE & S C A L E: 3/4' - 1'-0" REPAIR [IF AIR HANDLING UNIT SYSTEM - 1 (LIVING) - "RHEEM" COND: RA1636AJlNA AHU: RHML-HM3621JA SEER: 13.0 EER, 16.0 SEER COOLING: 36,000 BTUH SENSIBLE: 23,400 BTU LATENT: 12,600 BTUH HEAT: 7.5 KW. DUCT: R-6 FIBERGLASS LIQUID: 3/8" SUCTION: 7/8" • WIND RESISTANCE CALC FOR A/C COMP : (-46#,42#) SYSTEM - 2 (BDRMS)- "RHEEM" COND: RA1642AJlNA AHU: RHML-HM4824JA SEER: 13.0 EER, 16.0 SEER COOLING: 42,000 BTUH SENSIBLE: 29,400 BTU LATENT: 12,600 BTUH HEAT: 10.0 KW - DUCT: R-6 FIEERGLASS LIQUID: 3/8" SUCTION: 7/8" WIND RESISTANCE CALC FOR A/C COMP : dIIIIIIII HVAC PLAN_ `'�IIIIID�' • REVISIONS: REV, 22 OCT 2018 ADD FRONT PORCH REV: 07 OCT 2019 BLDG DEPT COMMENTS L DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER ALL SCALED DIMENSIONS 2, CONTRACTOR TO VERIFY ALL DOHOISIRNS & ADVISE ARCHITECT OF ANY DISCREPANCIES. CINSTRUCTDN %tL NOT PROCEED UNTIL SAM DISCREPANCIES HAVE DEN RESOLVED BY ARCHITECT. 3. NO M19 ALS OR SYSTEMS ARE TO BE FABRICATED UNTIL -- A. ALL DIMENSIONS HAVE BEEN VERIFIED BY THE CONTRACTOR B. SHOP IAtAVINGS HAVE BEEN REVIEWED B ACCEPTED BY THE ARCHITECT. 0 01 d rn I= DATE: 01 AUG '18 PROJECT NO: 17 — Aii7 L ]�A6 I l I � I I I I I I d a m a m `a ;j 4 N M N 0. w w w. LEFT SIDE ELEVATION S C A L E: 1 /4`• = 1'-0, REAR ELEVATION x S C A L E: 1 /4" = 1'-0" kF / .E IL imp Its 1111 oil on on V.' '.V ll 9F" "^w DBL RAISED STUCCO SILL FRONT ELEVATION S C A L E: 1 /4" = 1'-0" NOTE: REPEAT MATERIAL NOTES FROM FRONT ELEVAITON TO REAR & SIDE ELEVATIONS. REVISIONS: REV., 22 OCT 2018 ADD FRONT PORCH REV: 07 OCT 2019 BLDG DEPT COMMENTS REV: 10 SEPT 2020 ARCHED PORCH OPNGS BEEN RESRVED BY ARCHITECT. a N7 NATERTALS UR SYSTEMS ARE TO BE FABRICATED INTIb A ALL DDENSMNS HAVE BEEN VERFIED BY THE CONTRACTIR. B. SHW DRAWINGS HAVE BEEN REVIEWED & ACCEPTED BY THE ARCHITECT. DATE: 01 AUG '18 PROJECT NO: 17 - A117 SHEET: of 7 `/