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HomeMy WebLinkAboutBuilding Planst, BRIDLEWOOD WAY AND ORANGE AVENUE FORT PIERCE, ST LUCIE COUNTY, FLORIDA INDEX OF DRAWINGS SITE PLAN ARCHITECTURAL FLOOR PLAN ' F❑UNDATI❑N PLAN A4 ROOF FRAMIMG PLAN Ar..' ELECTRICAL FL❑R PLAN A6 AIR C❑NDIT❑NING FLOOR PLAN A7 BUILDING ELEVATI❑NS GENERAL INFORMATION INSTALLATION METHOD STATIC PRESSURE DESIGN PRODUCT WIND ­ STORM PRTCTN MARK PRODUCT MODEL # MANLIER. PRo°ucr APPROVAL GLAZING ATTACHMENT (+) (-) (+) (-j AF SINGE HUNG #DWB SH-7700 LAWSON 17-1212.21 1/4-LAM GL 1/4"TAPCONS ®ALL MFR'S HOLES W/ 1.75' EMBED +80�,-80/ +49:2�, 53.7/ . IMPACT C"I HORIZ SLOB WOWS SH-8800 LAWSON 18-0808.06 1f4"LAM GL 1/4�TAP(bNS p3 ALL MFR'S HOLES W/ 1.75' EMBED +60#.-60� +49:2�, 53.7/ IMPACT H,D,S,H FIXED GL YAWS SH-4300/63tl0 LAWSON 17-1212.12 1/4"LAM GL i/4"TAPCONS &� ALL MFR'S H W 1.75' EMBED +66/,=6fi/ +49.2�,-53.7� ' IMPACT 9,4 S PRODUCT APPROVAL .SUBMITTAL l � 1 l 1 1 I u� 0 0� � vim. K,511-1K- 2 11 I 2'� u 1 S/2 H T,IZ • 211 Y,f1G 3 GD ( G.o (T1 P3� I 5 c, " -6 'A (Ia F,U7 I % all 3n fug aw co C9 I 3B (. LAW W m' 2 311 ( LA7� n 2u c.o u'Qt.. (l41FU) WlNt I,lZa c,O. TQ �,. 3 3M G1A17E 3" 1U8 4�1 r a 8 2 Coo rw) q•M SAW L11.1SI-0 ssmc. SYsTE PLUMBING RISER NO SCALE PLUMBING NOTE: 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 FIRESTDP ALL PLBG. PENETRATIONS OF THE WHERE QUICK -CLOSING 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/ 'FBC' OF INERTIA EQUAL TO 0,864 IN.4(360 M4) PLUMBING TABLE: 604.4 TUB & SHWR. WALL TO BE NON -CORROSIVE IMPERVIOUS MATERIALS MIN 6' ABOVE•RM TABLE 704:1 SLOPE OF HORIZONTAL DRAIN PIPE SIZE (INCH) MIN SLOPE (IN/FT) 2-1/2 OR LESS 1/4 3 TO 6 1/8 8 OR LARGER 1/16 FLOOR WATER PIPING TO ',BE 'UPONOR PEX' PIPING es a Q 0 0 i� LEGAL DESCRIPTION: COMMENCE AT THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10. TOWNSHIP 35 SOUTH, RANGE 39 EAST, THENCE RUN SOUTH 89'49'45" WEST, ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 10, A DISTANCE OF 620.93 FEET; THENCE RUN SOUTH 00'04'54" WEST, A DISTANCE OF 72,00 FEET, TO A HALF INCH IRON ROD AND CAP ST&M ED RLS 2391 AND THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 00'04'54" WEST, A DISTANCE OF 358.48 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE SOUTH 89'56'24" WEST, A DISTANCE OF 904.31 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH 00'00'05" WEST, A DISTANCE OF 97.76 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH 00'34'28" WEST, A DISTANCE OF 100.00 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS Z391; THENCE RUN NORTH' C4'00'20" WEST, A DISTANCE OF 100.24 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391; THENCE RUN NORTH 02'49'49" WEST, A DISTANCE OF 60.78 FEET, TO A HALF INCH IRON ROD AND CAP NORTH 7 - - STAh1PEE7 RLS 2391; THENCE RUN NQR $9`56'24" EAST ALONG THE SOUTH RIGHT OF WAY OF ORANGE AVENUE, A DISTANCE OF 615.82 FEET, TO A HALF INCH IRON ROD AND CAP STAMPED RLS 2391, AND TFIE POINT OF BEGINNING; ALL LYING IN SECTION 10, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA. CONTAINING: 217,802 SQUARE FEET OR 5.00 ACRES, MORE OR LESS 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 TD.ALL LOCAL CODES INCLUDING SOUTH FLORIDA WATER MANAGEMENT DISTRICT 'XERISCAPE' PLAN GUIDE IL ALL PLANT MATERIALS TO CONFORM TO STANDARDS OF FLORIDA #1 OR BETTER AS GIVEN IN GRADES & STANDARDS, SOD IST AUGUSTINE FLORITAM GRASS SITE SCALE: �AM ki I SINGLE FAMILY RESIDENCE I SCOPE OF WORK: NEW SINGLE FAMILY RESIDENCE W/ SWIMMING POOL BUILDING CODE INFORMATION: ARCHITECT: JAMES E. GILGENBACH (FL AR7457) B B WIND DESIGN STANDARD:' ASCE 7-10 BUILDING CODE: FL BLDG CODE 2017, 6TH ED. ELECTRICAL CODE: NATL ELECTRICAL CODE 2014 (NFPA 70) Z DESIGN WIND SPEED, ULTIMATE-170 MPH r7 NOMINAL-132 MPH DESIGN WIND VELOCITY PRESSURE: 41.1 PSF Z IMPORTANCE FACTOR: 1.0 � BUILDING OCCUPANCY CATEGORY: 'II' Z BUILrDING WIND EXPOSURE CLASS: 'B' CC INTERNAL PRESSURE COEFFICIENT: +/-,18 Z MEAN ROOF HEIGHT FROM GRADE: 11.0 FT. ma BUILDING DESIGNED: ENCLOSED t IMPACT PROTECTION: 'IMPACT' GLAZING BLDG OCCUPANCY CLASSIFICATION: R-3 (SINGLE-FAMILY) BLDG TYPE OF CONSTRUCTION: BLDG - TOTAL # OF STORIES, TYPE V 1 STORY BLDG, ROOF OVERHANG & PITCH 24' OVRHG & 5/12 PITCH v ROOF DEAD LOAD: SHT METAL / 5 PSF 6ji� Wco CU 00 J � M o � 0.9 u_ U J CL �0D �I �I �L p 000 cw^ 01O O1v REVISIONS: II REV.: 22 OCT 12018 ADD FRONV PORCH REV: 07 OCT: 2619 BLDG DEPT COMMENTS L'DRAWINGS AR1ARC11TICT. O BE SCALED, WRITTESIONS HAVE PRECEDENALL .SCALED DIMENSI2, CONTRACTOR TY ALLDIIENSENS & ADVOTECTOF ANY DISCREPCONSTRUCTION SIWLOIEDUNTIL SAM DISCRHAVEBEEN RESOLVED ITICT. I NO MATERIALS OR SYSTEMS ARE TO BE FABRICATED UNTIL A ALL DIMENSIONS HAVE BEEN VERIFIED BY THE CONTRACTOR. B SHOP DRAWINGS HAVE BEEN REVIEWED & ACCEPTED BY THE ARCHITECT, "a 0 0In w 0 ODOD Q OD 1� L V) F� NO TH W w AN a U) 0- CO .r U II DATE: 0)v 0 11PR1O Act "''T L1 O Lof7 N 04""I 0 M U a E in d FASTENER SCHEDULE LOCATION NAIL SIZE /STAPLE METHOD SPACING *STRUCTURAL WOOD UP TO 0.131 x 2-1/2" BD POWER DRIVEN 6" O.C. 0 PANEL EDGES & FELD WALL SHEATHING 5/8" WITH FULL HEAD 4" O.C. ® CORNER STUDS *STRUCTURAL WOOD UP TO 0.131 x 2-1/2" BD POWER DRIVEN 6" O.C. ® PANEL EDGES & FIELD 2ND FLOOR -SUB 3/4" WITH FULL HEAD 4' O.C. ® CORNER STUDS FLOOR SHEATHING *STRUCTURAL WOOD UP TO 8D RING SHANK NAILS POWER DRIVEN 6' O.C. ® PANEL EDGES & FIELD ROOF SHEATHING & 5/8" NTH FULL HEAD 4' O.C. ® GABLE ENDS ® GABLE END 4 O.C. 0 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 275 ON (1x4) BUCKS *EXTERIOR DOOR BUCK 099 x 3 5 ON (2x4) 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" D.C. SIDE LAPS SECURED FASTENER TO SUPPORTS & TIE BETWEEN ' SUPPORTS 0 9" O.C. (4" D.C. ® RIBS) *ROOFING PAPER AS PER PRODUCT APPROVAL •DRIP. EDGE i GA. x 3/4" SMOOTH SHANK/ HAND DRIVEN 1 ® 4" A.C. THROUGH DRIP EDGE 2GA. x 3/4" RING SHANK *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 12'-4'. 47'-B' 14'-4' '. 14'-4'. 1'-4' 14'-5' 1'-4' 14'-6' 1'-4' 14'-5' T-8' y 6'-8' 9'-8' 4'-8' rr- ------------ ----- -� I I 1 A m IID I I: : I: O M: M: M [9 O El I a I I _ LINEN EN r a w.c. o 1 I _ I �- III - ----- ------------ ------------------ --------------- ---- ---------------- w zKHO _ _ III 16"X16" CONC BLK 16"X16" CONC BLK 16"X16" CONC BLK COL W/(4)#5 BARS COL W/(4)#5 BARS C W/(4)#5 BARS O O O 'v E Q' ID I7 'O O "v 'v [7 [7 [9 [9 ", O O ATH 4 w- ❑ ❑ ------ ----------- 8F24-iB/2T O ------------------ 8F24-16/2T ❑ O :. ------------ 8F24-1B/2T >" — — — - 8F40-2B/2T 3 '-4" HI CLG)~ - > VEST I IL I = za� III I f _--------- -.1 m poll zw 3 g' 4' 9< _ II I I s N 1 f a I I I III I COVERED PORCH Im F-a 2_10 I II m (71.-4" HI CLG)I- I III I� FAMILY ROOM OFFICE m (EGRESS, .m (I, 4 (11'-4"TO12'-4"HI COUFFER CLG) (9'-4" HI CLG) I F I I (m: 12'-4' 4'-1' 12'-2' T-7' 12'-2' 1'-4' 8' I 14' jiu 4' 13' ❑ 1 I (:.. mm (EGRESS) II it Z I , 4 0 4 0 o I LI I o �a _ ;D.7 IDI M t 3 I 0 170 o eUv__ SF40-28/2T 8F40-2B/2T- 1 �o Q = [] I ^ I I I I v El El L El EI o I I I I _- - - - - -- *THE USE OF PNEUMATIC FASTENERS SHALL. BE USED AS SPECIFIED FOR THE ABOVE BUCKS. IIII I M .a - i I i i i i CLOS CLOS N O IIII Y. W - II I L----------- - 1 } FLAME SPREAD & SMOKE INDEX: a I i i I I o I ( I ' WALL & CEILING FINISHES TO HAVE FLAME SPREAD INDEX - 1 I m - I I I I I * OF NOT GREATER THAN 200. m (�... .. I i I I KITCHEN I 4' 13' ~ { WALL & CEILING FINISHES TO HAVE SMOKE -DEVELOPED I I 1 I Sit INDEX OF NOT GREATER THAN 450. I - (11'-4" HI CLG) ) m (EGRES TESTS TO BE MADE IN ACCORDANCE WITH �ASTM E84 OR: I °0 I diy UL 723 OR ALTERNATIVE METHOD OF SECTION R302.9.4. I p I I I a¢ ,o F 12'-4' 1' 4' 1'-4' 3' 6'-8' - 1 1 iu 1 O az o II oee V[]72N YO ' W 8x BEDROOM 3 0 o -4" HI CLG)A/C A/C MASTER BEDRM. LIVING ROOM (9 REINF. MASONRY STANDARD: COND COND m (11'-4"TO12'-4"HI COUFFER CLG) (11-4T012-4HI ❑ II V] COUFFER CLG) THE PROVISIONS OF ACI 530-10/ASCE5-10, BUILDING _4' CODE I o CODE REQUIREMENTS FOR MASONRY STRUCTURES, & r I I ❑ I I I J, D.W. 1 THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ARE HEREBY ADOPTED AS THE MINIMUM STANDARD FOR THIS JOB. HOWEVER THIS SHOULD NOT SUPERSEDE ANY REQUIREMENTS FOR HIGH [7 i i i 1 0 i 1 1: 1 1 1 INIF I' 1 1: 1I. E11I ❑ 1 -s S I I _ 1 5, VELOCITY HURRICANE ZONES REINF. UNIT MASONRY pp (Jp :4/� O ElSF40-26/2i BATH,19, 4' 15' 4' 12'-6' 2'I2' 0 CLG) B 00 BEAM DESIGNATION: OP III % W.C. w w U O VZ 3M KX H 92Z �Q Zma o� �2A a Lid L&J U J (L V r00 0- I �= ZO IE V Q AO cc 92 O FD � cc0) :VISIONS: J., 22 OCT 21111 ID FRONT PORCH l: 07 OCT 2019 11- G DEPT COMMENTS. COMPOSITE REINFORCED CONCRETE BEAMS p 1 I 1 m I PANT OVNS REPRIG a 1. DRAWINGS ARE NOT TO BE I I I y o I SCALER WRITTEN DIMENSIONS * - _ NOTE: iu a v USING PRECAST AND PRESTRESSED CON(. - � I _ _ _ LINTELS ( CAST-CRETE' OR EQ.) & STD, R-4.1 A& LIVING I I I L_ — � - ! HAVE PRECEDENCE OVER ALL CONCRETE MASONRY UNITS I _ r 1 - INSULATION BETW o I SCALED DtMENsI@7S. I L A FROM HCLGG I - -,. ❑ 2. CONTRACTOR TO VERIFY ALL r WC• I DIMENSIONS & ADVISE ARODTECT NOMINAL HGT. NO. OF #5 BARS AT I r '''_ L - - - I = ALAS. - - - - - - - - - - - - - - - J 9 I °i ` ,� 4' 3'_8' I 4' 4' 5'_8' 4' q,_8' 3,�4' 4' O I !, OF ANY DISCREPANCIES MOM. WIDTH —I : �BOTTOM OF LINTEL ❑ J F'I A L L , a cy ro ., B U7TIL SAID DISCREPANCIES NAVE �TTI` CCESS ❑ I ro I (9'-4" HI CLG) O N I BEEN TION ED B MIT HOC® BEEN RES[LVED BY ARCHITECT. $F16-1 B 1 T r — — — _ a I BATH12 I 1 NO MATERIALS OR SYSTEMS ARE - _ _ _ — (9'-4" HI CLG) T I - I A FROM HCLG UNG I - r , / v El I A ALL TO BE FDNENSDNS H� BEEN F=FILLED a LNO, DF #5 BARS AT - - 1 I • O ij LINEN 10: - I VER6IED BY THE CONTRACTOR. U=UNFILLED TOP OF BOND BEAM _. , 2, CAR . GARAGE L J — — — — — — - — — I 11 /'/ R IG iu - I B. SHOP DRAWINGS HAVE BEEN v I - a - — — — — I / r - REVIEWED & ACCEPTED BY ih i �... (Q' 4' H �' N I I P62' 1 THE ARCHRECT. N j ) o. a : z - I (11' 4" HI CLG) ;o (11'-4" HI CLG j I Frr YER I / / I > 3'-4' 4'T-4''.WIND ROUGH . i Z F - - - - - _2 - - _. _ Z .I.CLO 12 - ' 12, W.LCLO I, I j M COUFTER4' 11,-4, 4, 8,_2,m4,PRESSURE OPENINGS DOORS x ..yz: r--1I I I - 13 4 F1. ..a s_ 1 91 4 3. 4 3 2 8 4 o s' 51.6#,43.0# 216'X96'M.D. 1 18080 O.H. GARAGE DR. I - I 11 I 1 1 I I 51.1#,46.7# 74'X98'M.O, 2 (2)3080 FRNT. ENTRY DR. I q. a C] I I { I v 1 1 I I I I r - I rM I I I 11 --- J I DEN I I UTILi I rn m o I -50:1#,45.7# 96'X96'M,O. 3 8080 SL GL DR. (XX) (TEMP. GL.) _ = 2'1-4' 2' 4'-8' o� Q . iu I I - LIN I 10 HI 000FFER CLG) I 1 (�-4" HI C ' 1 J 16 BEDROOM 2 ro I ... -48.8#,44.3# 146'X98'M.O. 4 12080 SL GL DR (XXX)(TEMP. GL.) I - I I - - - - - - I I 0 1 U (9'-4" HI CLG) - v m 8F -2B 2T I tO"• s (OMITTED) I = I I o o 13 0- 1- - o I I I I I -53.8#,49,4# 34'X98'M.O. 6 2880 MTL DR. 7 4080 81—FLD DR N a ❑ ❑ I W 8 2880 WD. PKT DR. J 2880 WD. DR. I I 8F24-18I2T(PRESTRESSED LINTEL) _ u _ _ I _ O N H m 8F40-28/2T 8F16-18/1T I VUy dui 10 2480 WD. DR. Misr] EligalEl ��EMM m 3 GILWA ALL o ,' C I [71I i O � O O [D [] W ,, (2)2480 WD. DR. I/ - ' ° ,❑ ❑ I a a m I CW'J 12 2480 PKT. DR. L-----— — — — — — — -1II-- - - - - - - - -� - ---- ---_ O III I II I ~ O ) (EGRESS) EGRESS) ❑�3 4 M. BATH 11'-4" HI CLG) EI r) t3 288o BI-FOLD DRs. II O3'ORC 14 2080 BI-FOLD DRS. (13'-4"3'-4" HI C GQIII ( m 1 - - I�am IW15 (2)2880 BI—FOLD DRS. a o I m m LCOVERED PORCH TUB 3 3080 BI-PASS DRS. o (9'-4" HI CLG) a F�1 �U1 a= I " II `o I III I I W� D L---- SF4 - 2T toIII16" 16r CON B16"Xi6" CON( BLK 1s x1s" CONC 16"X76 CONC BLK E WIND ROUGH WINDOWS: COL W ( ) B RS OL W ( )5 BARS /( )5 BARS COL W 5 1ARS Li" PRESSURE OPENINGS O❑ D I I —1 . — -- i -69.6#,52,0# 28'X50'M.O. A H34 5H WDW I '' II ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ L — - - - - - - - - - - I� °p I M 8F16-1B/1T 8F16-1B/1T 8F16 1B/1T 56,4#,52.0# 38'x20'M.O. B 3016 FIXED GL WDW a 1 I I I I O -52.1#,47.7# 74x74'M.11. C 6060 HOR SLDER WDW I OID v - a O GI I— ---- — — — — — — — — — — — — --— — — — — — — — — — — — -- 53.0#,48.6# 84'x74'M.O. D 4660. FIXED GL WDW _ I O 0 ' �.'. El ElI — — [sl -52.1#,47.7# 74'x74'M.O. E 6060 FIXED GL WOW w 16"X 6" COk BLK 8F2 iB/ T 16'X161' CON( BLK MV 53.7#,49.2# 54'X62'M,O. F 35. SH WDW COL /(4)#1 BARS II /' \� II COL W`/(4) 5 BARS Lu 8 L7 G OMITTED L 2)2650 ALUM J p� (OMITTED) : GATES 10'-6' 1'-4' 10'-7• 0'-T 1'-4' Z - oa 55.6#,512# 76'x26'n.D; H 6220 FXD GL TRSM WDW O 18' 8'-4' T-8' T-8' F-4' 6'-8' V-4' T-4' T-9' IT-5' T-2' U. J O -ss.e#s1.4# 3s'xs0'M,D. Ia 3040 HOR SLDR WDW V 29, 3'_8' 7'_4' 3'_8' 9'_4• 35'-8' A W W V (CONTRACTOR RESPONSIBLE TO VERIFY ROUGH OPNG, 5 O O SIZE W/ WOW. MFG. INSTALLATION INSTRUCTIONS) ` AREA CALCS: 01 W U m ALL EGRESS WDW, OPNGS. TO BE MIN. 24'HI & 20' V s V WIDE AND MIN. 5.7 S.F. OF OPNG. LIVING AREA: 3,094 S.F. w Q J GARAGE: 584 S.F. JoC� WINDOW GLAZING NOTE: OU (1) FDATE: PORCH: 802 S.F. j ^i i rr (� I'18 " PROVIDE ALUMINUM 'APPROVED' IMPACT FRONT PORCH: 356 S.F. p Q[ �.y iTF.I GTi iRAi 'IIFi O�b.. Dj A i�j TI NO: GLAZING FOR ALL GLAZED OPENINGS IN S, A ENTRY- 112 S.F. ARC■ ■ II II l.r It V L L i 1 PLAN WALL W/IMPACT RESISTANT WOWS. & DRS.AS I ' i PER F.B.C. SECTION #1606 17 - I,A1i7 *GLAZING TO BE TINTED (ENERGY CALCS) TOTAL: 4,948 S.F. S C A L E: 1/4" = 1'-0" NORTH SHEET - LIVING LIVING VOLUME: 133,524 C.F. of 7 A2 I OF NOT GREATER THAN 200. m (�... .. I i I I KITCHEN I 4' 13' ~ { WALL & CEILING FINISHES TO HAVE SMOKE -DEVELOPED I I 1 I Sit INDEX OF NOT GREATER THAN 450. I - (11'-4" HI CLG) ) m (EGRES TESTS TO BE MADE IN ACCORDANCE WITH �ASTM E84 OR: I °0 I diy UL 723 OR ALTERNATIVE METHOD OF SECTION R302.9.4. I p I I I a¢ ,o F 12'-4' 1' 4' 1'-4' 3' 6'-8' - 1 1 iu 1 O az o II oee V[]72N YO ' W 8x BEDROOM 3 0 o -4" HI CLG)A/C A/C MASTER BEDRM. LIVING ROOM (9 REINF. MASONRY STANDARD: COND COND m (11'-4"TO12'-4"HI COUFFER CLG) (11-4T012-4HI ❑ II V] COUFFER CLG) THE PROVISIONS OF ACI 530-10/ASCE5-10, BUILDING _4' CODE I o CODE REQUIREMENTS FOR MASONRY STRUCTURES, & r I I ❑ I I I J, D.W. 1 THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ARE HEREBY ADOPTED AS THE MINIMUM STANDARD FOR THIS JOB. HOWEVER THIS SHOULD NOT SUPERSEDE ANY REQUIREMENTS FOR HIGH [7 i i i 1 0 i 1 1: 1 1 1 INIF I' 1 1: 1I. E11I ❑ 1 -s S I I _ 1 5, VELOCITY HURRICANE ZONES REINF. UNIT MASONRY pp (Jp :4/� O ElSF40-26/2i BATH,19, 4' 15' 4' 12'-6' 2'I2' 0 CLG) B 00 BEAM DESIGNATION: OP III % W.C. w w U O VZ 3M KX H 92Z �Q Zma o� �2A a Lid L&J U J (L V r00 0- I �= ZO IE V Q AO cc 92 O FD � cc0) :VISIONS: J., 22 OCT 21111 ID FRONT PORCH l: 07 OCT 2019 11- G DEPT COMMENTS. COMPOSITE REINFORCED CONCRETE BEAMS p 1 I 1 m I PANT OVNS REPRIG a 1. DRAWINGS ARE NOT TO BE I I I y o I SCALER WRITTEN DIMENSIONS * - _ NOTE: iu a v USING PRECAST AND PRESTRESSED CON(. - � I _ _ _ LINTELS ( CAST-CRETE' OR EQ.) & STD, R-4.1 A& LIVING I I I L_ — � - ! HAVE PRECEDENCE OVER ALL CONCRETE MASONRY UNITS I _ r 1 - INSULATION BETW o I SCALED DtMENsI@7S. I L A FROM HCLGG I - -,. ❑ 2. CONTRACTOR TO VERIFY ALL r WC• I DIMENSIONS & ADVISE ARODTECT NOMINAL HGT. NO. OF #5 BARS AT I r '''_ L - - - I = ALAS. - - - - - - - - - - - - - - - J 9 I °i ` ,� 4' 3'_8' I 4' 4' 5'_8' 4' q,_8' 3,�4' 4' O I !, OF ANY DISCREPANCIES MOM. WIDTH —I : �BOTTOM OF LINTEL ❑ J F'I A L L , a cy ro ., B U7TIL SAID DISCREPANCIES NAVE �TTI` CCESS ❑ I ro I (9'-4" HI CLG) O N I BEEN TION ED B MIT HOC® BEEN RES[LVED BY ARCHITECT. $F16-1 B 1 T r — — — _ a I BATH12 I 1 NO MATERIALS OR SYSTEMS ARE - _ _ _ — (9'-4" HI CLG) T I - I A FROM HCLG UNG I - r , / v El I A ALL TO BE FDNENSDNS H� BEEN F=FILLED a LNO, DF #5 BARS AT - - 1 I • O ij LINEN 10: - I VER6IED BY THE CONTRACTOR. U=UNFILLED TOP OF BOND BEAM _. , 2, CAR . GARAGE L J — — — — — — - — — I 11 /'/ R IG iu - I B. SHOP DRAWINGS HAVE BEEN v I - a - — — — — I / r - REVIEWED & ACCEPTED BY ih i �... (Q' 4' H �' N I I P62' 1 THE ARCHRECT. N j ) o. a : z - I (11' 4" HI CLG) ;o (11'-4" HI CLG j I Frr YER I / / I > 3'-4' 4'T-4''.WIND ROUGH . i Z F - - - - - _2 - - _. _ Z .I.CLO 12 - ' 12, W.LCLO I, I j M COUFTER4' 11,-4, 4, 8,_2,m4,PRESSURE OPENINGS DOORS x ..yz: r--1I I I - 13 4 F1. ..a s_ 1 91 4 3. 4 3 2 8 4 o s' 51.6#,43.0# 216'X96'M.D. 1 18080 O.H. GARAGE DR. I - I 11 I 1 1 I I 51.1#,46.7# 74'X98'M.O, 2 (2)3080 FRNT. ENTRY DR. I q. a C] I I { I v 1 1 I I I I r - I rM I I I 11 --- J I DEN I I UTILi I rn m o I -50:1#,45.7# 96'X96'M,O. 3 8080 SL GL DR. (XX) (TEMP. GL.) _ = 2'1-4' 2' 4'-8' o� Q . iu I I - LIN I 10 HI 000FFER CLG) I 1 (�-4" HI C ' 1 J 16 BEDROOM 2 ro I ... -48.8#,44.3# 146'X98'M.O. 4 12080 SL GL DR (XXX)(TEMP. GL.) I - I I - - - - - - I I 0 1 U (9'-4" HI CLG) - v m 8F -2B 2T I tO"• s (OMITTED) I = I I o o 13 0- 1- - o I I I I I -53.8#,49,4# 34'X98'M.O. 6 2880 MTL DR. 7 4080 81—FLD DR N a ❑ ❑ I W 8 2880 WD. PKT DR. J 2880 WD. DR. I I 8F24-18I2T(PRESTRESSED LINTEL) _ u _ _ I _ O N H m 8F40-28/2T 8F16-18/1T I VUy dui 10 2480 WD. DR. Misr] EligalEl ��EMM m 3 GILWA ALL o ,' C I [71I i O � O O [D [] W ,, (2)2480 WD. DR. I/ - ' ° ,❑ ❑ I a a m I CW'J 12 2480 PKT. DR. L-----— — — — — — — -1II-- - - - - - - - -� - ---- ---_ O III I II I ~ O ) (EGRESS) EGRESS) ❑�3 4 M. BATH 11'-4" HI CLG) EI r) t3 288o BI-FOLD DRs. II O3'ORC 14 2080 BI-FOLD DRS. (13'-4"3'-4" HI C GQIII ( m 1 - - I�am IW15 (2)2880 BI—FOLD DRS. a o I m m LCOVERED PORCH TUB 3 3080 BI-PASS DRS. o (9'-4" HI CLG) a F�1 �U1 a= I " II `o I III I I W� D L---- SF4 - 2T toIII16" 16r CON B16"Xi6" CON( BLK 1s x1s" CONC 16"X76 CONC BLK E WIND ROUGH WINDOWS: COL W ( ) B RS OL W ( )5 BARS /( )5 BARS COL W 5 1ARS Li" PRESSURE OPENINGS O❑ D I I —1 . — -- i -69.6#,52,0# 28'X50'M.O. A H34 5H WDW I '' II ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ L — - - - - - - - - - - I� °p I M 8F16-1B/1T 8F16-1B/1T 8F16 1B/1T 56,4#,52.0# 38'x20'M.O. B 3016 FIXED GL WDW a 1 I I I I O -52.1#,47.7# 74x74'M.11. C 6060 HOR SLDER WDW I OID v - a O GI I— ---- — — — — — — — — — — — — --— — — — — — — — — — — — -- 53.0#,48.6# 84'x74'M.O. D 4660. FIXED GL WDW _ I O 0 ' �.'. El ElI — — [sl -52.1#,47.7# 74'x74'M.O. E 6060 FIXED GL WOW w 16"X 6" COk BLK 8F2 iB/ T 16'X161' CON( BLK MV 53.7#,49.2# 54'X62'M,O. F 35. SH WDW COL /(4)#1 BARS II /' \� II COL W`/(4) 5 BARS Lu 8 L7 G OMITTED L 2)2650 ALUM J p� (OMITTED) : GATES 10'-6' 1'-4' 10'-7• 0'-T 1'-4' Z - oa 55.6#,512# 76'x26'n.D; H 6220 FXD GL TRSM WDW O 18' 8'-4' T-8' T-8' F-4' 6'-8' V-4' T-4' T-9' IT-5' T-2' U. J O -ss.e#s1.4# 3s'xs0'M,D. Ia 3040 HOR SLDR WDW V 29, 3'_8' 7'_4' 3'_8' 9'_4• 35'-8' A W W V (CONTRACTOR RESPONSIBLE TO VERIFY ROUGH OPNG, 5 O O SIZE W/ WOW. MFG. INSTALLATION INSTRUCTIONS) ` AREA CALCS: 01 W U m ALL EGRESS WDW, OPNGS. TO BE MIN. 24'HI & 20' V s V WIDE AND MIN. 5.7 S.F. OF OPNG. LIVING AREA: 3,094 S.F. w Q J GARAGE: 584 S.F. JoC� WINDOW GLAZING NOTE: OU (1) FDATE: PORCH: 802 S.F. j ^i i rr (� I'18 " PROVIDE ALUMINUM 'APPROVED' IMPACT FRONT PORCH: 356 S.F. p Q[ �.y iTF.I GTi iRAi 'IIFi O�b.. Dj A i�j TI NO: GLAZING FOR ALL GLAZED OPENINGS IN S, A ENTRY- 112 S.F. ARC■ ■ II II l.r It V L L i 1 PLAN WALL W/IMPACT RESISTANT WOWS. & DRS.AS I ' i PER F.B.C. SECTION #1606 17 - I,A1i7 *GLAZING TO BE TINTED (ENERGY CALCS) TOTAL: 4,948 S.F. S C A L E: 1/4" = 1'-0" NORTH SHEET - LIVING LIVING VOLUME: 133,524 C.F. of 7 A2 I 14'_4' 14'-4' ! ,1,-4, !4'-5' 1'-4' j 14'_6' :'_4'� 14'-5' 1 4'-7-6'-10' 3'-3' 4'-4' 3'T2' 1 Tl GALV. MTL. TOP TRACK !, 5/8' GYP. BD. CLG. I� - CREW INTO BOTT, OF li,.. I RF. TRUSS CHORD. • El !I ❑ ,�., ❑ W..: _ 1/2'GYP. BD. BOTH 1-16'Xi6" CONC BLK - -1 16"X76" CONC BLK' 16"X76" CONC BLK SIDES OF 3 5/8' ` 1I -COL W/(4)#S BARS �-,�^ -'-� COL W/(4)#5 BARS �I '-� COL W (4)#5 BARS `i . I N -- - - - - - - J C25 GA) GALV.. MTL------- - - --- ---I -._._: _._. _:_. _._---_-----_--_ _---+-F------------------------- ------.-I_- ..-._._I m '.I BATH A . --- ---- al as as v v C]17 ❑ a' ab STUDS @ 2' D.C. MAX. ? ! ) { I I I I I......I. (. o a C7O I I as I, u- - - - - - +---- - - - - - - - - - ------ - - ---- r ' '.. I — - - - - - - - -- RACK CDNG FLR. SLAB -❑ _ L _._ __._._._._ __3 2 �aGALV. MTL. BOTT. T W/ FLR. FINISHES !i W SCREWED TO 2X4 P.T.P•T. WD. AS PER FLR. PLANS II V) WALL PL, W/ PDR. DRVN. ! ... 4• .. ,N PINS INTO CONC. SLAB, IIII COVERED PORCH N 1 IL. I I a _ _ - I ZD 12'-4' 4'-1' 12'-2' 5'-7' 12'-2' 8' I [NON -BEARING] II I.. 'l. TYP. INTERIOR WALL z I' ----- SCALE: 1 2" 1'-0" �3 _ -- ---- ---- _ I ` o� I v �\ � BEl, Via. _ -- as 7❑ - aaa i ly •� d o- 19 a J. GENERAL CONSTRUCTION NOTES: - - - -- - - a a I 0 1. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPUCABLE• ! W 1 .. LOCAL, & GOVERNMENTAL CODES, ORDINANCES,' STANDARDS AND RESTRICTIONS. 1 .. , � Yr I 2. ALL TRADES TO COORDINATE THIR-WORK WITH ALL OTHER TRADES TO AVOID , 3 . INTERFERENCE WITHTHE PROGRESS OF CONSTRUCTION. W I.... JID 3. CONTRACTOR TO VERIFY. ALL DIMENSIONS ON THE JOB PRIOR TO COMMENCING >, I. CONSTRUCTION AND NOTIFY ARCHITECT OF ALL DISCREPANCIES'. DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALED DRAWINGS. O - - - - - - - - - 4. ALL DIMENSIONS ARE NOMINAL TO THE FACE OF STUDS, CONC. BLK. OR EDGE OF J {' ' MONOLITHIC SLAB FOOTING UNLESS NOTED OTHERWISE. DOOR AND WINDOW SIZE v I - ----------- MO . a OPENINGS TO BE VERIFIED WITH THE MANUFACTURER. I i� 5. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF L. TA ALL ITEMS CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH &INS INSTALL �{II I I. FULLY OPERATIVE SYSTEMS JN FIRST CLASS WORKMANLIKE MANNER. FOR COMPLETE U 6. INSULATE EXTERIOR MASONARY WALL NTH MIN. R-5 INSUL, EXTERIOR WD. FRAMED _ > I . _ WALLS WITH R-73 INSUL. AND ATTIC SPACES `MTN MIN. R-20 "ICYNENE" INSUL _ _ _ _ _ _ _ _ 'I 4j N 00 7. COMPACT ALL FILL TO A MIN. OF 95% DENSITY AND POISON SOIL FOR TERMITES;' ! - a MIN: SOIL BRG.: 2500 PS.F. 1 4'-4' 4' 4' 2'-4' 3'-8' '-8' 3'-8' o .III r 8. MIN. CONC. STRENGTH:. 3000 P.S.I. 0 28 DAYS. MIN. CONCRETE. COVERAGE FOR - -III °L J . ow ox REINF. BARS:. SLAB: 3/4"; BEAMS &COLS: 1. 1/2"- TIE COLS: 3/4"- FORMED A/C 2 A/C I. c I ��o C I7 ----------- CONC. BELOW GRADE: 2" & UNFORMED. CONC.: 3". COND GOND r. L� JJ 9. REINFORCING STEEL TO BE GRADE 60. 10. DETAILS OF CONCRETE REINF. SHALL BE IN ACCORDANCE WITH "THE MANUAL OF I STD. PRACTICE FOR REINFORCED CONCRETE CONSTRUTION"• �[L) D.W. . 11. TIE COLUMNS TO HAVE DOWELS INTO CONCRETE FTG. WITH THE SAME SIZE AND I L_ J_ •a NUMBER OF DOWELS AS VERTICAL REINF. BARS.; REINF: STL. TO BE LAPPED 30 I� �I 1 i. \ I — - - 'I BAR DIAM. MIN. ® SPLICES. I I. I I I. 1 12. PROVIDE CLEANOUT OPENINGS AT THE BOTTOM OF GROUTED CELLS OF CONCRETE`1,aa'', a :�,, a ❑' ❑ ❑ I .I. BLK. THE COLUMNS. .: — — _.--._._._._.-._ _ _ 13. ALL WOOD IN CONTACT WITH CONC. MASONRY OR STL SHALL BE PRESS. TRTD. WD. a... ; STRUCTURAL LUMBER TO BE A STRESS GRADE OF MIN F. - 1200 PSI (BENDING). I ❑ 14. MIN. ELECTRICAL WIRE SIZE SHALL BE #14 A.W.G. (EXCLUDING THE CONTROL �,— — — . — h 7 o I BATH 3 WIRING). ALL CONDUCTORS SHALL BE COPPER NTH THHN INSULATION. ro o 15. ALL RACEWAYS UNDERGROUND OR LARGER THAN 2" IN DIAM. SHALL BE GALVANIZED i I. .: °' — — - .J :III in RIGID STL. CONDUIT OR SCHED. 40 PVC.; OTHER RACEWAYS AS PER CODE - ❑, FLOOR SLAB: 4" CONC. SLAB W/ 6X6-10/10 W.W.M. ON 6 MIL l REQRMTS. x'' ""`� POLYETH. VAPOR BARRIER ON COMPACTED TERMITE POISONED I ;-.J LI: 16. PROVIDE "GFI" RECEPTACLES IN BATHROOMS, AT KITCHEN COUNTERS, IN POOL I '� ❑ .I. -. " OWNS REFRIG \ / GARAGE AND OUTSIDE LOCATIONS. EQPMNT �:.{ '', CLEAN FILL. MIN. SOIL BEARING 2000 P.S.F. ''. a -. _.___-._-:-.- zo 17. SANITARY PLBG. PIPING TO HAVE MIN. 1/8" PER FT. PITCH AT ALL HORIZ. RUNS. a ,•,;,,:. J.,_' I �'I — JL_ — — J .PROVIDE CLEANOUTS AT THE BASE OF WASTE STACKS. /- a ---- - --- - 18. ALL UNDERGRO. WATER PIPING SHALL BE COPPER TYPE "K; ALL OTHER WATER.. { '.I - I r �) W.C. PIPING SHALL BE COPPER TYPE "L" 19. PROVIDE AIR CHAMBERS AND SHUT OFF ..VALVES FOR ALL WATER SUPPLY PIPING AT - ❑p 'I : .I. y/ o U I: I III FIXTURES; PROVIDE VACUUM BREAKER AND SHUTOFF VALVE ON ALL NOSE BIBBS. 20. A/C AIR HANDUNG UNITS TO HAVE CONDENSATE SAFE .WASTE WITH TRAP. I I ' BATH 2. I I • ' 7 -h �. . +�..'a -- i._ 2 CAR GARAGE a 1 REFRIG I. 1 v d - -a , ..., �N �� N IQ II I: (U 1 STUCCO ON N .; z z L _ I I• a --- - --- - '{. a,I" .'. 8" CBS WALL I. CONT CAULK `r 1 ' '' ,7 z z WOOD. DOOR FRAME W/ ANCHORS TO WALL AS. PER NOTES BELOW. .. I ,,. a a I I. .. .. �JI - -- 2' 4' 6'` 8.' I J L77 --. I r Y APPROVED 2X4 P.T. .❑ I ❑ p a>� _L� .. WOOD WDW. BUCK ❑. :. { .. 1 ❑ Q I: /2" GYP. BD. m •� . Y W.H. �. I ECES D / ON 1X3 P.T. WD. ! I_-------"•--"------ - --. �6 L_ ',� •�'. / •, L-��_---_ --- - - --- - --- -- -- _j:. FURRING STRIPS .-. - - - - - - - I 2 II , - CONC BLK` ANCHORAGE` DTL _ _ -_ - - o . o o'. o a - a o o a a o 4 0 . a - - - �o fl' I�^ p o igI o -I- �:.. o' a � J I I. , 1 1 1 I DOOR DETAIL c _2 . SCALE: 11/2"= 1,—On $ i. . ql. °° .I D\ - IF-4-1 2' ! 2'- ' 1 5'-10' 1 2'-11' 1 3'-10'2'-10' 1 3'-4• 2'_9' 4, 7, 6' 8'5 2• ALL ANCHORAGE TO BE WITHIN 6" FROM EACH CORNER lJ ENTRY AND AS MAXIMUM OR 16" BETWEEN CENTERS. SHIMS TO _ - li BE USED TO FILL THE VOIDS AT ALL ANCHORAGE POINTS. ! III ❑ ❑ ❑ '- ❑ Gt L7 ORC m WINDOW/DOOR OPENING SEALANT 1 ( Tula 1 0 0 PROVIDE "TREMCO VULKEM 116' WATERPROOFING SEALEANT j 3 3 3 3 ~ AROUND OPENINGS BEFORE INSTALLATION OF WINDOWS AND - 16"X16" CONC BLK 16"X76' CONC BLK 16"X16" CONC BLK 16"X16" CONC BL EXTERIOR DOORS. - _ i--.-----._.� _._._._._i_.__.__._._._._._._._ a b, a �- COLW/(4 #5 BARS COL W/(4)#5 BARS COL w/(4)#5 BARS : COL W/(4)#5 BA S. El El El El ! El El:.El B STUCCO ON 8" CBS WALL CONT CAULK I a a I "v I a a I v - 1 --- ----------------------- ----- - 1 -- ----' -._-._. a a ---I ALUM. FRMD. WOW.. -,- --� - - -i - _r. - - - - - - - - - F I - - - - - - - - - - - - - - _ --- -- - -- --- ---- - - - W/ ANCHORS TO WALL 2X6 P.T. WD. DR, NOTE, AS PER NOTES BELOW. .BUCK AT SIDES HEADER BUCK MAY BE j 1 ! 3 i 3 ' & TOP. OF DR.. W/ SECURED W/ PWDR. 1/2' EXP, ANCH. DRVN. ANCH. PINS ! APPROVED iX P.T. BOLTS INTD CDNC, 1 2 -8' 1 18• 4' 1 2'-8' ! 1'-8' L 3'-8' 3'-8' 2' F-8' V-4' ll 6'-B' ! 1'-4" 10•_6•. 1'-4' 10'-7' 1/-4' 10'-7•. WOOD WDW. BUCK TIE COL. AT 24' -� ►- ._ O.C. & b' FROM GALV. MTL O.H. DR. TRACK / C SECURE TO .. .. .:. BOTH ENDS MAX./ 29' 3'-8' 1 T-4' _ 3•_8• 9,_4• 35'-8' WD. BUCK AS PER DR. OFFSET BDLTS MFR. SPECS. i TO AVOID TRACK I f o Z,X3 P.T. wD. FOUNDATION NOTES: FOUNDATION SCHEDULE: FURRING STRIPS O.H. GAR/ DR.. O� /•B, c - WD. DR. STOP FLOOR SLAB: 4" CONC. SLAB W/ 6X6-10/10 W.W.M. ON 6 MIL. 16" DP. X 20' W. CONCRETE MONOLITHIC FOOTING W (3) �� �O w POLYETH. VAPOR BARRIER ON COMPACTED TERMITE POISONED O 5 REINF. BARS CONT. W/#4 TRANSVERSE BARS ®$ D•O• �. VO �P CONC BLK ANCHORAGE DTL MOLDING CLEAN FILL, MIN. SOIL BEARING: 2000 P.S.F. 1 # ` ` WDWDETAIL MIN. CONC. BTRENGTH: 2500 P.S.I. AT 28 DAYS 10" DP. X 8" W. THICKENED CONCRETE SLAB EDN3I_ W/ Q J B STUCCO FIN. TYPICAL T1E COL.: (1) #5 REINF BAR VERT. & GROUTED O #5 REINF. BAR CONT. ❑ O 1 FOUNDATION PLAN 4\`�o�`ro „ • �• ON 8' CONC. SOLD IN CELL OF CONC:. BLK. WALL W/ CONCRETE. �y ` //•.-- / • /.- S C A L E: 1 1 /Z = 1 —O 3 BLK. WALL �" J 1/2" DP: k 8" W. WATERSTOP RECESS ALL AROUND HOUSE 3 #5 REINF. BARSMEACH WAYRETE PAD FOOTING W/( S C A L E: 1 �4" = 1 �-O" .NORTHVv AT MASONRY WALL: 3/16" 'TAPCON' ANCHOR THRU WOOD GAR R. DTL. �i. PERIMETER UNDER CONC. BLK. WALLS O O J O GO �. 1 i/2" X12" W. WATERSTOP RECESS IN FLOOR SLAB UNDER ALL . BUCK NTH MIN. 1 1/4 PENETRATION INTO CONCRETE. • •.� - OVERHD GARAGE DOORS AT WOOD FRMD. WALL: #10:SMS SCREWS WITH MIN. 3/4" PENETRATION OF THE WOOD FRAMING MEMBER. SCALE: 3/4'" = 1 i-0" WD. ROOF TRUSS 12'-4' 47'-8' AT 2' O.C. 8" X 16" DOUBLE FILLED CELL TIE COLUMN:. O. ❑ ❑ SOLID W/ CONCRETE SRFJNF. BARS CVERT. &POURED 5` 0 U CL u �00 a 1 W0 �V ZOO �92 07 ; aTE FRE\ASfONS:i OCT 2018 ONT PORCH OCT2019 T COMMENTS IAWINGS ARE NOT TO BE .ED WRITTEN DIMENSIONS ' PRECEDENCE OVER ALL ED DIMENSIONS NTRACDN TO VERIFY ALL ISDNS & ADVISE ARCHITECT MY DISCREPANCIES DACT181 SHALL NOT PROCEED . SAN DISCREPANCIES HAVE RESOLVED BY ARCHITECT. MATERIALS OR SYSTEMS ARE E FABRICATED ONTIU L DIMENSIONS HAVE BEEN FD:D BY THE CONTRACTOR. IOP DRAWINGS HAVE DEEM EVED & ACCEPTED BY W u d z W W U) 0 ,7r W U w �a C-E NA W a DATE: 01 AUG '18 PROJECTING: 17 — A117 SHEET: ]� of 7 A3 STANDING SEAM METAL ROOFING ON 30# FELT TINTAGGED ON 5/8' CDX PLYWD. SHTG. ON WD.— RF, TRUSSES @ 24' O.C. (MFR. TO PROVI➢E ENGINRED SHOP DRWGS. GALV. MTL DRIP EDGE ON 1X2 P.T. WD. STRIP ♦. & 2X8 WD. , FACIAS 24' STUCCO ON GALV, — MTL, LATH W/ 6' X 16' SCRND. VENTS @ 8'-0' O.C. STUCCO ON 8' CONIC. BLK. WALL 1 1/2' D. X 8' W. WATERSTOP RECESS AROUND PERIMETER IIIILEEJI& CONC. MONO—FTGS. AS PER FOUNDATION PLAN & SCHEDULE 12 5 ];X4' WD. BRACING @ 8' O.C. —� \ `R-30 ATTIC INSUL. 5/8' GYP. BD. CLG. .APPROVED GALV. MTL. ANCHOR STAPS @ EA. TRUSS 8'W. X 16'DP.. CONC. BLK. BOND BM. W/ (1) #5 BAR TOP &BOTT GROUT SOLID W/ CONC. J J a 3 1/2' GYP. BD, ON 1X2 P.T. WD. FURRG STRIPS @24' O.C. IV R-4.1 'AL —FOIL' RA➢. 0 4 BARRIER INSUL, BETW. i FURRING STRIPS ti 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) ir id 1�411 � 1'-8' Mill 7 II TYP WALL SECTION C SCALE: 3/4" 1'-0" 4 STANDING SEAM METAL ROOFING ON 30# FELT TINTAGGED ON 5/8' CDX PLYWD. SHTG. ON WD. 12 RF. TRUSSES @ 24' O.C, (MFR. TO 5 PROVIDE ENGINRED SHOP DRWGS. GALV. MTL. DRIP EDGE ON 1X2 P.T. WOOD STRIP & 2X8 WD. FACIAS L 7/8 THK STUCCO ON GALV. MTL. LATH v • ` GALV MTL ANCHOR o0 STRAP SEE ROOF ti FRMG PLAN "0 - 8"W. X 24"DP BOND BM, W/ 4' (1)#5 TOP, MIDDLE & BOfT. GROUT: SOLID W/ CONC. 7/8" THK STUCCO ON GALV. MTL. LATH BOTTOM COURSE PRECAST CONC LINTEL TYP. CONIC. BLK. COLUMN W/.. (2)#5 REINF. BARS VERT. & GROUTED SOLID W/ CONC. - PORCFCTION B SCALE: 3/4 = V-0" 4 TOP OF UPPER 8'X16'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 CONCOTIEOBEAMWER 8"X16'DP �. — = — 1 1 1 I 1 1 I II I 1 I 1 STEP UP WALL SECTION S C A L E: 3/4" = 1'-O" I\\ 88'-8' I2'-4' 47'-8' 14'-4' 14'-4' TRUSS BRG EL 9'-4" HI — — — — — — ---------------- - m I II IF .STEP UP WALL 24" TRUSS BRG EL 11'-4" HI EL 9'4" 0 ll'-4" — -------------------------- ---------------- -- � II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — II I 1 I I I r-7-7 7-7- -7 � I / 14�8• // I I I •a; .� I 12'-8' / / r �10' / / / 2' 1 :14' 1 COVERED PORCH 1 I (1l'-4" HI CLG) 1 N I I I i FA MMY ROgM r I I (/1'-4'T�2'-47fi1 C911�1FFEIjiCLG) TRUSS BRG EL ll'-4" HI �I -------------------------- - - - - - - - - - - - - ----m -'-- - - - - - - - - - - - - - - - - - - - - - -_-- m ---� Y I _ NI i I I T �— J T — i-' —, — ml T � � O ; I I ——T—T 1--FT—/—�—-7 ~1 I p= hIa tY� I Y >'v� 1 � U Is 12'-4' I 1z'-a I2-8• 4'_4' / / / r / r 11/ DT I /r /r/// IVJASPEF EISRM. / r N r r UV"G �{OOM � I 11 fr STEP UP WALL: 24" I I I �11—4"X012' I 9OUFFER/CLG / / / / (ifi-4" �d12'-9VHI COOFFE CLG)/ EL 9'4" TO 11'-4" I I I I I y TRUSS BRG EL 9'-4" HI. 1 L ,TRUSS BRG EL l l'-4" HI _ _ — J I i ------------ - — _ —-- I ----------- -- ------ I 1 --------� � I, -----J I r r I / / / ✓ / i I 1 H.U. HUNG L--L—�—i _,_1_1— — — — — — — — — — // I I /HN I 3,-4, 2, 4. 3'-8' 1 12'— 21-2' 14' I � � Lam_ _�_L_�_�_- �_��.-- -'` !--_—._r- f� ` ESS I II --- — — J '------- � �1 J WI I L ', - I T I cn NI �F"O ERI I I I I i a / r� DEN/ 1 I \ c��c��tt// / --�'_ %—.J I / 10" COUFT/ER 1 I I I KET BETw'2CRFS (� I I--� I ------ _ I I (- TRUSS BRG EL 13 —4 I I I I II I II I I I I I II III � II -- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — —7 t HI STEP UP WALL 24" `-1) I I I I 4" HI — — — — — — — — — I TRUSS BRG EL 9 -4" I I I I I L_ TRUSS BRG EL 9'- EL 9'4" TO 11'-.4" a 11 I I I I I I= a W I I I I= ENTRY STEP P EL 9'4 TOA3' 4" 11 rI I I Ia PORCH m I (� M (13'-4" HI CLG) jA I 1 I w COVERED FRONT PORCH II --- I zo I I I I — — I TRUSS BRG EL ll'-4" HI 1 IXH ---��--------- -- F�------------- ----------------------------------STEP UP WA L 24"TRUSS BRG EL 9'-4" HI EL 11'4" TO 3'-4"7 TRUSS BRG 0 f-3 1/8„ (2) HOLES FOR 1/2" DIAM. EXP. ANCHOR BOLTS INTO CONIC. TIE BM. m I I AN 1/4" THK STL. PLATES ^�Of BENT INTOAS SHOWN oAND ¢ ~ WELDED (2) 1/2'DIAM. THRU ., BOLTS AT EACH WD. BM: AS SHOWN BK HANGER SCALE: 3/4" = 1'-0 it 29 19-8. 7.-4. 3.-8' 9'-4.. ROOF SHEATHING NOTE: TRUSS ANCHORAGE NOTE: • ♦ • ROOF SF{EATHIIyG TO BE MIN. 5/8", EXP. 1, CDX TRUSS ANCHOR STRAP AT NEW CONC. BM. TO BE "SIMPSON" TRUSS ANCHOR STRAP AT CONC. BM. TO BE "SIMPSON" PLYWD. W/ LNG. DIM. PERPENDICULAR. TO FRMG ®(1ETA76 GALV. MTL. RIVETED TRUSS ANCHOR' O#MGT GALV. MTL. W/ (22)10D TO TRUSS ANCHOR & END JNTS. TAGGERED,'ROOF SHTG. TO BE ATTACHED WITH 80 COMMON NAILS AT 6 O.C. O (13)101) COMMON NAILS -TRUSS (1)5/8"X4"EXP. BOLT INTO CONC. BM. ATEDG S AND INTERMEDIATE FRAMING. 6)10D X 1 1/2 NAILS —SEAT PL U=-3965# NO ZON� 3 (GABLE END) Fl=335#, F2=635#, U=-1450# TR SS R BE "SIMPSON" OOFL LOADS TCLL: 30 PSF TCDL: 15 PSF BCLL: 00 PSF BCDL 10 PSF TOTA : 55 PSF (13)10D COMMON NAILS -TRUSS E U ANCHO STRAP Al CONIC. BM. TG #FGTR GALV. MTL. W/ (18)SDS 1/4X3 SCREWS TO ANCHOR TRUSS ANCHOR STRAP AT WD.FRMG. TO BE "SIMPSON" O J#H14 GALV. MTL. TRUSS ANCHOR W/ (12)8D X 1 1/2" NAILS (2)1/2"X5" TITEN SCREWS TO CONIC. BM INTO TRUSS & (13)8D X 1 1/2 COMMON NAILS INTO TOP PLATES U=-5000# tO F1=515#, F2=265#, U=-1350# TRUSS ANCHOR STRAP AT CONC. BM. TO 9K (2) "SIMPSON" GIRDER TRUSS ANCHORAGE TO BE (2) "SIMPSON" HETA16 O#FGTR GALV. MTL. W/ (36)SDS 1/4X3 SCREWS TO TRUSS ANCHOR © GALV. MTL. TRUSS ANCHORS (4)1/2"X5" TITEN SCREWS TO CONC. BM I PLY GIRDER TRUSS U=-9400# 1O (12) 10D COMMON NAILS /: UPLIFT =—2035#) 2 PLY GIRDER TRUSS (14) 16D COMMON NAILS / UPLIFT =—2500d1 35'-8' ROOF FRAMING SCALE: PLAN 1 /4" = 1'-0" W I N :VISIONS: V � 22 OCT 2018 )D FR13NT PORCI A 07 OCT 2019 iG DEPT COMMENTS RAWINGS ARE NOT TO BE ID WRITTEN DIMENSIONS E PRECEDDI E TIVER ALL ED DDIEMSKINS. NTRACTOR TO VERIFY ALL NISIONS & ADVISE ARCHITECT 1NY DISCREPANCIES, TRICTDN SHALL MIT PROM SAD) DISCREPANCIES HAVE I RESULVEB BY ARCHITECT. I MATERIALS DR SYSTEMS ARE 3E FABRICATED UNTIL, 1 BBENSIMNS HAVE BEEN a� DATE: 01 AUG '18 PROJECT INb: 17 - Ai17 SHEET: J' : 7 4 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, 120I24OV, 1PH.) DISPOSAL #1 1.0 KW 20A/lP (2)#12THHN DISHWHR #1 LO KW 20A/lP (2)#12THHN SMALL APPL. (3) 4.5 KW 2OA/1P (2)#12THHN REFRIG.#I 1.2 KW 2OA/iP (2)#12THHN REFRIG42 1.2 KW 20A/lP (2)#12THHN WASHER #1 L5 KW 2OA/lP (2)#12THHN DRYER #1 5.0 KW 30A/2P (3)#IOTHHN MICROWAVE 15 KW 20A/1P (2)#12THHN POOL EQPMNT 2.0 KW 20A/2P (3)#12THHN WATER HTR 4.5 KW 25A/2P (3)#10THHN EXT GFI RECEPT 1.2 KW 20A/1P (2)#12THHN EXT"GFI RECEPT 1.2 KW 2OA/lP (2)#12THHN OVENS 7.0 KW 50A/2P (3)#8THHN COOKTOP 7.0 KW 50A/2P (3)#8THHN GARAGE RECEPT 1.2 KW 20A/1P (2)#12THHN GAR. DR. ❑PNR. 1.0 KW 20A/1P (2)#12THHN UTIL RECEPT 1.2 KW 20A/IP (2)#12THHN BRKFST. RECEPTS. 1.2 KW 20A/lP (2)#12THHN DINING RECEPTS. 1.5 KW 20A/lP (2)#12THHN BATHRM GFCI 1.5 KW 20A/lP (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 @ 40X = 18.7 -KW HEATING @ 65% 13,0 KW 41.7 KW = 240V SUB-PNL "B" (100A, 120/24OV, 1PH.) LITES & RECPTS* 9.3 KW 15A/lP (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 22.3 KW � 240V *(3094 SF 3W = 9,282 KW) 93 AMPS. �T:7k ffuWilor Pt. 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 ----------------------- ELECTRIC SYMBOLS 1 H.B. I WALL MTD. RECEPTACLE FLOOR MTD. ® RECEPTACLE - LINEN G ------------------------------------------------------4-------------- 240V. RECEPTACLE r-- -POOL-U-S-F I I SPECIAL PURPOSE V -- i I �I\ E.F.INCAND. LITE FIXTURE VEST BATH 4 - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9'-4" HI CLG) RECESSED INCAND. "HI -HAT Tv RECESSED INCAND. I W.P. "EYE -BALL" FIXTURE GFI EXHAUST FAN 3- n DBL. HEAD INCAND. SPOTLTE FIXTURE FAN FAN FAN /sD - 3 COVERED PORCH nWALL MTD. SWITCH (1V-4" HI CLG) IIIII \\ �] PUSH BUTTON I \ II \ ----------- II --__------- 11 I I I FAMILY ROOM I, O I I u\ U U I I I(11'-4"T012'-4"HfICOUFFER CLG) JUNCTION BOX t \ FAN/CITE .CEILING FAN I i j�' II ---�'�- //`�'""- -� ------ I \ G-Cry' _ / I ry \\ OF .ICE OUTLET V W P W.P. i (J-BOX ONLY) i I I GFI I GFI I I FAN �j'C - I I (9'-4" I CLG) AK PHONE JACK LOCATION I I I a I t 4SD x I(II I ^-- ------- - T.V. JACK LOCATION SMOKE DETECTOR W 20V& BATT.BACKUP) - - - - - - - - - - - - - - - - - - -------------- W ----------SURFACE MTD. IIII FLUORESCENT FIXTURE CLjOS - CLOS Tmr SMOKE DETECTOR & CARBON / O..tl i' I 11 i I I SD CM MONOX. DETCTRS COMBO I t V (120V & BATT. BACKUP) I I I T I \ ---t I L------ ------ I FAN fh - I I n I I I I GFl / I -FAN 1 Li 1_ LIVING ROOM 1 I ICHEN GFI t FAN uT 1I I I // I I I I I '(11'-4"TO12'-4"HI COUFFER CLG I 411'-4" HI CLG) � N� C I MASTER BEDRM.II I I t \ I 1\ 0 ay \ oa QQ t /!i'�f -= 1 I {it'-4"TR12-4"HI-0OUFFER CLG) I I I o ov/ 1 o� I /�/BE]iROM3 I A/c A/c I I I I t I /// (9'-4" I CLG) I CbND COND I \ I I F- / W.P. I I W.P. TV I \ \ t I I I I t I D.W. I/ I i GFI I I: GFI H.B. I I \ n I 1 I I I I L.- I GFII I I I C FAN Eta 1 BATH cGFI G ( SD I T�T-IC_i- l_ �y \\\rI ._e \-_--_- � I(III II t \ - \\.\.(//\,>:. "*•. I_ --\/-X-�-�S- -II JIIII �III1III/-/ -J IIIIII //� / //I -�rI- \ S✓_D / \C\\G \ _\\\ I r POOL VP RECEPT IEQPMNT PC GF PANT OWNS REFRIG GFl ' 3 H.B. w I 3I L_ ---------J - A.H,U. HUNG C\-GP: W.C.FROM CLG ------- i= ---- TACCESS ElseI vP D C INTERCONNECT CO2/ - - - -'i E.F.SMOKE DETECTORS (9-4 HI CLG) H HI G) IA.H.0 HUNG F_ H.B. FROM CLG � / LINENL- 2 CAR GARAGE r ------ (11'-4" HI CLGFOYER RGFI (9'-4"HI A.F.F. CLG) GFI FRIG TVW.I.CLO 1z"HI couFFER OR OPNR - - - - --�--------(11'-4" HI CLG) W.I.CLOw:P. D�N GFI 12"HI CO�FER CLG) I GFI xo100AFLE� NOTE -MAIN SERVICE �L FAN UTI FOR RESIDENCE, �w 200A N ('-4" I ) 0 �Q /LTE -_GUEST HOUSE ELEC 11 I FAN & GARAGE PANEL----- -- U IIIIIII I ;GF1--\.�---- TV V I t t i I `� I BEDROOM 2 \ I I I (9'-4" I CLG) 1 1 I i aai V.P. '/// / // \ \ I'---------J rGF9. IGFl -10 W.H. w / \ CDISCONNECT ,SWITCHES 200AMP (3)#2/0 THHN-CU HOUSE IN 1 1/2' COND TO 400A MAIN DISC O E3 HOUSE 200A PANEL SERVICE PANEL 100AMP (3)#3 THHN-CU GUEST (LOCATED AT E3 IN 1 1/4' COND TO RESIDENCE GARAGE) Q 300AMP GUEST 100A PANEL 400A GARAGE (3)#350 THHN-CU 120/240V IN 2 112' COND TO 1PH GARAGE 300A PANEL BURIED MAIN FEEDER FROM TRSFRMR. (SEE -- LOCATIDN ON SITE PLAN) FROM FPL #2 CU TO C.W.P. SUPPLY & FTG. REBAR. (2) 5/8'xlO' CU (3)#400 MCM-CU CLD. GIRD. 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. @ 100% = 10.0 KW ' REMAINDER @ 40% = 68.4 KW HEATING @ 65% = 14.3 KW , 240V 386 AMPS I I I GFl LL11 W.P. I I L------- ------------------��------� I l / I I 1 I II I cFl I M BATH W.G. (11' 4" HI CLG) ItNTlRY . I IIII II COVERED FRONT PORCHFORGH E.F. GFI (1I'-4" H) CLG) I II I II II I \ I II III _ -ems \ TUBV.P. I yell 1 ------ -_- I I \ I I t I H.B. I I / \ L II I t / I II I I -------- ------ --------- I TT 11 \ I-------- I------------------------------ ----� - - - - - - - - - - �� 1 III III ELECTRICAL FL SCALE: )R PLAN 1/4.. _ l._0.. NORTH .s coo f%V ���n.nvnpa. REV.. 22 OCT! 2018 ADD FRONT PORCH REV: 07 OCT 2019 BLDG DEPT COMMENTS DRAWINGS ARE NOT TO BE ALED, WRITTEN DIMENSIONS VE PRECEDENCE OVER ALL ALED DIMENSIONS. CONTRACTOR TO VERIFY ALL INSIONS L ADVISE ARCHITECT ANY DISCREPANCIES ISTRIICTI01 SWd NOT PROCEED NL SAID DISCREPANCIES HAVE. ON RESOLVED BY ARCHITECT. NO MATER#1S OR SYSTEMS ARE BE FABRICATED UNTIU ALL DIMENSIONS HAVE BEEN RIFLED BY THE CONTRACTOR SIB DRAWINGS HAVE BEEN VIEWED & ACCEPTED. BY E ARCHITECT. DATE: 01 AUG '18 PROJECTINO: 17 - k17 SHEET: J of 7'A 779 CONDENSING REFRIG. LINES A f— — — — — — — — — — — — — — ----� VD. FLEX DUCT UP '!TO RF. JACK! JLINEN------------------------------------------------------------------------ -Q I I 120C E.F. - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VEST BATH4G�M xi ---- I I I I' COVERED PORCH I I (11'-4" HI CLG) I ! FAMIL ROOM OFFICE (11'-4"TO12'-4' I COUFFER CLG) IOX12 '.1loxia (9'-4" HI CLG) I U s'n. I x 12x1 z I I'll a ------ -------------------- A.G. p , I 1OX12 I 9'D. ILI , i I 190CFM I ; ��-----------------, E-------------- I I I I I I I BID. I---cLos I I I 01 (j I 2 5CIOXiFM I I I L - - - - - - - - - - FAN I I I I I I I I I I I I I KITCHEN 1 120CFM D I I (11'-4" HI CLG) I BEDRM 3 aQ(9'-4" HI CLG)' I MASTER BEDRM. I LIVING ROOM I �o aY om I (11'-4"TO12'-4"HI COUFFER CLG). I I (11'-4"T012'-4"HI COUFFER CLG) I 1OX12 0 0� ou 8'll. COND COND I I I 200CFM a 3Y o�g OO — — — — RgA �� I I f 10"D 12X72 I I I I I D.W. I ,� I r 0 I I !III IOX12 _ ' q■IVJ/ I 240CFM 00 dollkIOX12 I I 8X6 I SOCFM 215CFM i I ' I BATH 3 Iwoo ' (9'-4" HI CLG) I. POOL ,�."'� I ® ® i I I 0 10"D 4'D FLEX IEQPMNT / / L �., V f«� I I I I PANT 70VNS REFRIG J) Ljd. RFC JACKTD16'D.J� 4"D i� I a A:H.U. HUNG .,,r..,.... - _- — 9,0— — — J. I L -- --- --- -- - -- ( r ) L'N 4'D: FI EX - ROIM C G vi ` ' ,.:...... ,� 14'D. I J F� DUCT P TO I F�-T �= — I I H A L L x° RF. JA K CCES�10"D I «:. I (9'-4" HI CLG) 8X6 M .BATH E.F. ` 4"p ' ���� . ' ti r 1 HI CLG) I _YD PVC CONDENSATE DRAIN � �'� � "'�� � - �� ' 16D — I LINE UNIT /1 r 20'— �D-� >� Mll —�` i I // / R¢RIG I I 4A.H.U. HUNGoll I FOYERIp(9'-4"HI A.F.F. CLG) �',GE FROM CLG vi 8X6 (11'-4" HI CLG) I 12"HI COUFFER IOX12 I IOX12 — — — 60CFM W.I.cLO 24X24 I // / 9'D. 250CFM I I I BID. IOX12 I 2 CAR GARAGE CLG) 16'D. 4 D sx6 0 r -- - — — — — — — — — — — 1 I 4"D 20CFM I R.A.G. I I / I,„. ,... I 70CFM I 12X72 ,,, I R.A.G. I 5 D (11 —4" Hl CLG) I " I I I W.I.cLo I I 8X6 I° I I I u3 IacFM DEN I UTILITY IU)O BE DROOM DR00M 2a D. FLIN 12"HI COUFFER CLG) (9 -4 HI CLG) J 0 ' ' wIOX12 0° L---------I I I I N 200CFM I I I I I I'I I I VD. FLEX M. BATH I II I RFC JACK 0° TO (11'-4" HI CLG) ENTRY I PORCH I II I I (13'-4" HI CLG I ) I II I COVERED FRONT PORCH I I TUB I I II I I I I II I I I 3/8" EYEBOLTS THRU I I ( I II I FIORD � I -4-------- ------ ----------- L---- I TRUSSOP ---------IJ I I II I ----I II! I --------- I------------------------------------------ I I ! L---- I --�— COND UNIT TO BE (4) 3/8"'THREADED �� !I� SECURED TO CONC. RODS EA. CORNER A/C EQUIPMENT: A/C EQUIPMENT: - BASE WITH (4) 1"W X 6"LNG 14GA GALV !I MIL STRAPS W(2) caLv. srL. SYSTEM 1 (LIVING) — SYSTEM — 2 (BDRMS)— GALV SHT MTL SCRWS TO UNIT & (1), PDR DR. UNISTRUT "RHEEM" "RHEEM" PIN INTO CONO BASE. PRIMIDRAINOAT SWITCH PSECONDARY AN UNDER DRAINAHU AOHU: RHMfi3 M3621 A AOHU: RHML HM4824A PLAN � !, A/C COMP ON 4 SEER: 13.0 EER, 16.0 SEER SEER: 13.0 EER, 16.0 SEER SCALE. 1/4 — 1 0 NORTH W/ E PAD FIN FLUSH IN PAN 4X6 I ANGLE COOLING: 36,000 BTUH COOLING: 42,000 BTUH ! co? w/ EXIST HOUSE FL. sTRur EA. SIDE SENSIBLE: 23,400 BTU SENSIBLE: 29,400 BTU V AHU HANGING DETAIL LATENT: 12,600 BTUH LATENT: 12,600 BTUH ` HEAT: 7.5 KW. HEAT: 10 0 KW: CONDENSING UNIT rl MOUNTING 011=TAIL Q 'I u (y) S.0 A L E. 3/4' - 1'-O" 0 N. T. S. DUCT: R—I16 FIBERGLASS DUCT: R-6 FIffRGLASS NOTE:LIQUID: 3/8" LIQUID: 3/8 ALLOW 'SUFFICIENT CLEARANCE SUCTION: 7/8' SUCTION: 7/8" !� FOR INSTALLATION, SERVICE & REPAIR OF AIR HANDLING UNIT r WIND RESISTANCE CALC FOR A/C COMP : (-46/,42#) r WIND RESISTANCE CALC FOR PA COMP : (-46#,42#) ' J a� rn V �00 (u CL I E LLI rn �u o� K:C 92 o t; Cf v I. DRAWINGS ARE NOT TO DE t m i N w m ? V) Z0 o J �W z 0 Lr Fili�� i J w w tmeow y MEN" J U 0 TYP STUCCO ON CONC BLK 1CC0 SILL FRONT ELEVATION S C A L E: 1 /4 = 1 1'-0" REPEAT MATERIAL NOTES FROM FRONT ELEVATI�N TO REAR & SIDE ELEVATIOP ZU w(o U 00 00 Vz 3; K:cz 92z Na �o Zma 0IX � 126 (L w ' J a -- rn V r00 a 1 w 01 �v 000 KZ 0: o Go �! 44 rn AR YE T 1 A REVISIONS: REV., 22 OCT 2018 ADD FRON�,T PORCH .REV: 07 OCT ?019 BLDG DEPT'COMMENTS WINOS ARE NOT TO BE D. WRITTEN ➢KNSIOIIS PRECEDENCE OVER ALL D DIMENSIONS. TRACTOR TO VERIFY ALL IN & ADVISE ARCHITECT Y DISCREPANCIES ➢CTMN SWYL NOT PROCEED SAID DISC UKIES HAVE EaVED BY ARCHITECT. MTERIALS OR SYSTEMS ARE FABRICATED MEL, ]DIMENSIONS HAVE BEEN Z w w U 0 xw a X H Wcr- a �. DATE: 01 AUG '18 PROJECT! NO: 17 - A117 fE7 A7