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HomeMy WebLinkAbout1404-0377-REVISIONl revisions no. date REV 1 1/2W14 OWNER ADDIT. OF FRNT RM PILING NOTES: I. PILIN65 TO BE 14" DIAMETER SY 35'-0' MIN. LENGTH OR REFUSAL DE516N CAPACITY - 50 TONS. ALL SHALL BE IN AGGORDAWGE WITH A.G.I. 543R-00. REINFORCING = (6) •5 x FILL DEPTH. EXTEND 50' ABOVE T.OP. ELEVATION 2. AU6ERGA5T PILES ARE PLACED BY ROTATING A CONTINUOUS FLIGHT HOLLOW SHAFT AUGER INTO THE 6ROUND TO A PREDETERMINED PILE DEPTH. HIGH 5TREN&TH GROUT SHALL BE PUMPED WITH SUFFICIENT PRE` AS THE MISER 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE &OLLAP5E AND TO CAUSE THE LATERAL PENETRATION OF THE GROUT INTO $OFT OR POUROUS ZONES CF THE SURROUNDING SOIL. A HEAD OF AT LEAST SEVERAL FEET Of GROUT ABOVE THE INJECTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLI6HTIN6 AT ALL TIMES DURING THE RAISINS OF THE AUGER 50 THAT THE H16H-STREWTH SROIIF HAS A D15PLAGIN6 ACTION REMOVING ANY LOOSE MATERIAL FROM THE HOLE. TH15 METHOD OF PLACEMENT SHALL BE USED AT ALL TIMES AND NOT BE DEPENDANT ON WHETHER THE HOLE IS SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. 5. AUGER SROUT SHALL HAVE A MINIMUM WMMC-551VE STRENGTH OF 5000 P51 AT 26 DAYS. SEE CONCRETE NOTES ON SHEET G-I FOR ALL OTHER CONCRETE. GRADE BEAM/SLAB NOTES: I. FLOOR SLAB THICKNESS 4 REINF. TO BE PER PILING PLAN ON 6 MIL VISQUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED FOR TERMITES. 2. ALL REINFORGIN6 STEEL TO BE GRADE 60 S. 6RADE BEAM AND PILING DE516N BASED ON 6ECITECHNICAL FORT PROVIDED BY A FLORIDA RES15TERED 6EOTECHNIGAL EN61HEER- 4. AFTER STANDARD GLEANING AND 6RUBBIN5 HAS BEEN G(UpLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIHA4 OF FOUR PA55M TO THE EXI5TIN6 6RO1ND. 5. SLA55 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAM= 6. SPLICES SHALL BE 46 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND CHAN6E5 IN DIRECTION. CORNER BARS SHALL BE 49 BAR DIAMETERS EACH. WAY. 1. CONCRETE FOR GRADE BEAM AND 5LA55 SHALL BE 300(� P51 MIN. MAXIMUM WATER/CEMENT RATIO MUST NOT EXCEED 035. CONE FOR FIL.E/GOLUUMN EXTENSIONS TO BE 5000 P51 MIN. 6. SCHEDULED HOOPS AND 5TIRRU25 SHALL BE PLACED AT EACH END (EP) OF BEAM OR THROUSHOUT (TD) BEAM A5 INDICATED ON BEAM 5GFEC%E. STIRRUPS SHALL BE TYPE S-6 AND HOOPS SHALL BE TYPE 7-2 TYPICAL CRSI BAR BENDS UNLESS OTHERWISE NOTED. 4. ALL GRADE BEAM (MARK 1660) BARS SHALL BE CONTI"Mro UNLESS OTHERWISE NOTEDALL SPLICES TO BE A MINIMUM OF 4& BAR DIAMETERS. 10. BUNDLE ALL STRUCTURAL. BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM ADJACENT BEAMS. (UNO). II. ALL ADDED L061TLVIRAL BEAM REINFORCING SHALL EXTEND 6' MINIMUM INTO SUPPORT UNLE55 OTHERWISE NOTED. 12. ONE -QUARTER OF MAXIMUM BOTTOM REINORGINS STEEL AREA OF EITHER ADJACENT BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS 'A' TENSION LAP SPLICE ON EITHER SIDE OF SUPPORT. 15. MINIMUM CONCRETE COVER OVER REINORGIN6 SHALL Be, 5LA65 ON VAPOR BARRIER - 5/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2" UNFORMED CONCRETE BELOW GRADE-S" 44 TOP STEEL OVER INTERIOR GRADE BEAM (SEE PLAN) SEE PLAN. "� 6' CONC. SLA6— STIRmft, SEE SCH BEAM REIN, SEE S PILE DONIELS SEE SCHEDULE 14' AU5ERGA5T— PILING O CB-2 0 •4 (PL. PERIMETER) $01,50 x 4'-0' "" yr.. EM7RE IERIME7ER NAB RE/NJ EE PLAN 87MVA051 SEE: COL REINlF SEE I ' GONG COL. CB-1, CB-5 & CB-7 I I I I 1 I I I I I am CONCRETE BLOCK WALL I l (6) - #5 VERTICAL I I W r4 012' O.G. r--7 I I r----t I I H--� I I I I I I 1 I r Z I I t, t- -t la' I I I I H'--4 14" I I L--4 I I I I I I I I r--,T I I r---T I I SEE SOILS REPORT 14' BD. PILE 'PICAL AUGER PILE 7' GONG. SLAB VARIES (SEE WEARS TO MI SLAB STL. LAP 3'-0" MIN. BEAM REINF, CIE 5GHED. O GB-4 •4 ol9' x 4'-0'- a0° HOOK rM.. ENTIRE PERIhE7ER 7' SLAB REI SEE PLAN B' CONCRETE SL BEAM REIN. SEE, SCHEDULE am xHELYNE 14' AUSERGA5T - PILINS O GB-2 r�l 04 TOP STEEL - OVER INTERIOR GRADE BEAM (SEE FLAW SLAB REIW.— SEE PLAN. —SLAB REIN, ' COw• 54.010SEE - PLAN. 5 IRRN°5 SEE Sc REIN SEE PILE DokELS, SEE ILE DOhE15, SE! SCHEDULE. 14' AWERGA5T - -14" AU60WAST PILING PILING O GB-3 6° I.6' B' CONG. SLAB VARIES (SEE 'Z' BARS TO MA SLAB 57L. LAP 3'-O" MIN. BEAM REIN, — SEE 5CHED. DD CB-3 CONCRETE BEAM. •. , SEE PLAN. :--- PROVIDE }' EXPASION a l' JOINT AT PERIMETER TO UNDERSIDE OF CONCRETE ( BEAM AND 50NOTUBE COLUMNS. (1) 05 VERY. IN FILLED CELL 0 52' 0/0 TYPICAL (DO NOT EMBED IN BEAM 'r 5 ABOVE) FINISH I BEAM. 50 PLAN / r-6" GONG 1SLAB. 50 PLAN. AUGER CAST PILE. eFRANGIBLE WALL DETAIL A6 El — 6' CONC. SLAB PROVIDE — BODIN6 A6ENT BETWEEN AU6ERGA57 AND NEW GONG COL PRIOR TO POUR. —SLAB REIN, SEE PLAN GOL REINF, SEE 5GH4:DIA_E. -14, CONC COL. CONS. BEAM REIN, SEE 5C41M. RECESS 2'LAR6ER- 774AN BASE PL. ALL AROUNDpEPTH AS READ. FILL 1•U6ROUT It I� STEEL COLUhM I I ANCHOR BOLTS 4 BASE PLATE 1SEE SCHEDULE SLAB REI SEE PLAN. ° 6' CONC. SLiI SEE PLAN I SCHED. FOR PAD OR GRADE BEAM INFO. BELOV OCOLUMN RECESS B" GONG. SLAB COL REINF, TO MATCH PILE LOCATION 4 16" REINFORCEMENT CONIC. BEAM 14' CONO COL. REINF,SEE SGHED. IQ/jl jf�j � r-- 6" GONG. SLAB PILE DOhELS, Sty SGHEDIN.E. GRADE SEA140AU5ERGAS7 REINF, SEE 6, PILING SCHED. O CB--6 'I CONCRETE BEAM. r I r �. SEE PLAN. COL REINF, TO MATCH PILE LOCATION 4 REINFORCEMEN -14, cow GC ,TEND PILE BAR DIA. )L., SEE 5G R REINF. 144 AUGER PILING TYP AUGERCAST/SONUTUBE DET MAIN SLAB BEYOND M4 ox 4'-0' — — 40° ff HOOK PERIMETER Iiu SLAB REIN. 4 SEE PLAN. BCONCRETE 5LA B - BEAM REIN SEE; SCHEDULE COL REINF SEE SCHEDULE 14' COW, COL. 8" 8' O CB-4 L' PROVIDE J' WA51ON "..I JOINT AT PERIMETER TO UNDERSIDE OF CONCRETE BEAM AND 50NOTUDE COLUMNS. I' (1) a4 DIA. VERT. IN FILLED CELL 0 40" 0/G TYPICAL (DO NOT EMBED IN BEAM STUCCO Al FINISH I qp� CAM. SEE PLAN GONG SLAB. SEE PLAN. AUGER CAST PILE. eFRANGIBLE WALL DETAIL A6 36" BEAM 5TL: SEE SGHED. ADD 05 40° CORNER BARS 0 ALL BEAM 5TL. LOCATIONS 9CONC BEAM TO CONC BEAM EE ENDING DIAGRAM (TYP.) designed PAR drawn PAR cheaked PARS date 441/74, 7A4/74 scale 1140-I'-0'(U.N.0) job no. 13-051 . Piz Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W Q Q W A p J LL W Z Z P4 J O � ►� T4r v) w N co _ _J J QZ� W project QUA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation PLE C()py 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 1h'WW.QCAt;—.SOD IAIATES. COM drawing FOUNDATION DETAILS THE DE516N PROFESSIONAL A59UME5 NO LIABILITY FOR IMPROPER SLOPES, 6RADF-5 OR MEA5UREMENT5. ALL FIGURES TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE _ CONSTRUCTION. sheet A-1.1 GE OL ME U LINTEL ON COLUMN CANT'L 1/4 rrop's 1/4 1/4 1/2 51 3'G' OV) FTOP B T TM. BAR B E:'BAR J I6°MIN BTM. BA E' BAR HOOPS OR 5TIRRUP5 HOOPS OR STIRRUPS SPACED FROM SPACED FROM SUPPORT FACE A5 SUPPORT FACE A5 SCHEDULED SGHEPULED BENDING DIAGRAM (FOR CAST IN PLACE CONCRETE BEAMS) - BREAK AWAY 51DE OF MASONRY COLUMN FOR CONTIM47U5 POUR - SEE BEAM SCHEDULE FOR REINFORCEMENT L.r 17 FILL COl.UMN5 SOLID B'xb" FILLED CELLS Wt PEA GRAVEL CONCRETE SEE PLAN AND COLUMN CC 4eul! FOR REW.. TYP TYPICAL CHANGE IN BOND BEAM HEIGHT OR WOOD STUDS O 24- O/c, O FINISHED CEILINS - SM TYR WALL SECTION OONT. 25 6AU6E METAL TRACKS TOP 4 BOTTOM 25 6AWE CHANNEL SHAPED STUDS 24" O/G W FULL LENGTH LAYER OF 1/2' TYPE SYPFAIM WALLBOARD APPLIED VERTICALLY 4 ATTACHED IW I' LONS BIUSLE HEAD 50REW5 TO EACH 5117E O 12' 0/0 DA25CALB- TYPICAL INTERIOR PARTITION 314' = P-O' BEAM SCHEDULE REINFORCING#3 HGb!' TOP MID BTM MARK 512F OR 57IRRWS REMARKS #3 STIRRUPS B 1 6"xlb' 265 - 265 O 6' O.G. +IS STIRRUPS 5-2 b'x30' 205 2+5 24'6 O 12' O.G. #3 57IRIVP5 B-3 642' 1 205 1 265 206 1 a 12' O.G. TYP MASONRY BOW BM CONTIN lA4LE5 OTHERWISE NOTED BB I 8x16' IA5 - - NOW READ. 2 CGURSE5 FILLED MASONRY BOND BM CONTIN W-2 6"x16' 145 - /AS NONE READ. 2 COURSES FILLED L-I bxb' - - - NOW RrZV. CASTCRETE HIGH 57REWTH LINTEL UNFILLED CASTC.RETE HIGH 5TREN5TH LINTEL L-2 bx56' IM5 - TITS NOWRLGD. ALL COURSES FILLED LEV. ALIGN i BELON. OW a b'-b' .E. CONT, DOUBLE 2X4 TOP PLATE DRYWALL AS PER BUILDERS PREP.'S WOOD STUDS AT Ib" O/G . 2X4 OR 2xb WOOD SOLE PLATE TAGHEID TO SLAB W/ 5/b' NEDSE :,HOR5 AT 24' OX OR A5 PER T. 5/AE BEARING WALL SECTION A2 SCALE: 3/4' = I,-0" 4'X4' TOP O 6'-10 1/2 PORCH 6'-O' GL6 GHANSE IN 01-6 HTS OVER STAIR BEAM SCHEDULE REINfORGIN6 #3 HOOPS MARK 512E TOP MID BTM OR STIRRUPS REMARKS CA5TICRETE H16H STRENGTH LINTEL L-3 8x16" I45 - 1*5 NONE Rom• (2) COURSES FILLED GASTGRETE H16H STRENGTH LINTEL L-4 b"x26° 143 - 1115 NONE READ. ALL COURSES FILLED GASTCRETE H16H STRE:NSTH LINTEL L-5 b"x24' 143 Ib5 NONE REC,D. (3) COUR9E5 FILLED CA5TCRETE H16H STREWTH LINTE- L-6 6x30' 1# IN5 NONE REM, ALL COURSES FILLED L-7 b"x32" I>5 - 115 NOW REl,1D. TYP MASONRY BOND BR-CZ9ffl?— IRI.F5 OTHERWISE NOTED (4) COURSES FILLED HIGH STRIEWTH LINTEL. 1-b 6"x22' 1 - 1+15 NOW READ, ALL ALL COURSES FILLED GASTCRETE H16H 5TREN6TH LINTEL L-4 bxl4" IV - AS NONE REOD. ALL CCUR5E5 FILLED SINGLE LEG STIRRUPS O 6" O.G. GASTGRETE HIGH STRENGTH LINTEL. L-10 0"42" 105 -J INS END ALL COURSES FILLED c e T q'-4" 26825 SQUARE FT OF SETBACK 5'-0' 5ETBACK GRADE OR PAVERS 15'-2 1/2' ARE FT KL7 LLHB q5wblxl �OIAED B1P.O. 24'x12'C5MT -561XT2'G5MT F.6. 56'X,72'G5MT ©©o11111111 ©oo De r-2 I/2� GI :38 T.ODD T.ODD. LETTER TO INDICATE WHICH LINTEL TO USE SEE CASTCRETE SCHEDULES PROVIDED LETTER TO INDICATE LINTEL SIZE. SEE BOND BEAM SCHEDULE PROVIDED 8" PRECAST 4 PRESTRESSED U-LINTELS GRAVITY 'capacity' IENCIH TYPE 8U9 BF8-0B Bfl2-0B 6fl0-0B BFLO-OB BFR4-OB BF7B-0B BF32-OB BF8-113 BF12-1B BM-19 8F20-1B BF24-18 BF211-10 BM-10 (p) 2'-70' (34') PRFDpST 2302 3165 4473 6039 7520 OW 10472 11936 3185 4473 5039 75H WN 10472 11 8 () S-6- (42-) PRECAST 3138 33" 4589 GWI 7315 BOW 994 23D2 3165 4473 5030 75M WX 10472 IISM C () 4'-0' (481 PRECAST �9 2325 2406 3457 443E 5410 OR 735E 2845 4473 OM 75X 9004 10472 119M (D) 4'-6- (54' PRECAST 1651 1737 1013 2857 3403 4140 4896 5844 V70 4027 OD39 75H 0004 10472 955E (E) V-4- (641 PRECAST 1184 1223 1301 1809 2317 2826 3378 1 360 105 2889 5057 BOBS 5400 $424 1 7450 (� 5'-10' (7n PRECAST 972 1000 1059 1474 7889 2104 2M1 3137 1450 2464 4144 5458 4437 5290 6122 (G) 6,-9. (761 PRECAST 937 1255 2101 3283 2746 3358 3071 4585 1255 2101 3396 52B0 7134 8995 6890 (H) 7'-8' ( PRECAST 787 1020 I676 Z05 1094 2430 2888 3331 1020 f875 2510 3830 5506 6013 W47 (J) 9'-4' (112' PRECAST 573 U2 100 140 1210 14M 1754 =7 768 1 1212 1818 2544 3469 40M 3127 (K) 11'-4- (1351 PRECAST 445 50 ON 1355 1B54 239t5 1793 2079 598 035 1365 1854 2441 3155 4044 (L) 12'--0'(144� PRECAST 414 546 W4 1254 16110 2074 IM 7e18- 555 864 1254 1893 2211 2BE 35B8. (N) 13' 4'(180' PRECAST 362 427 726 1025 1331 I= 1224 1418 485 748 1078 143E 1655 2343 2920 (N) 14'-0'(1687 PRECAST 338 381 W 919 1100 140 1087 t 268E 455 700 1003 1335 1714 2153 (P) 15'-4-(1841 PRESTRESSED N.R. NR 420 695 1250 1� 23M 2800 341 DINING AREA LIVING I b'-O' GLS 6'-0" GL6 0 FIN FLR: rt (MAIN SLAB)O -O" F.F. (11.33' MIN NAND) 5TL 10'-O' SETBACK 1ST FLOOR PLAN �WRESIDE�5H�°" IMPACT RE515TANT 56ALE : 114' = PO' (AT OR ABOVE FLOOD HT - 50 SURVEY FOR MIN FLOOD HT) 8" PRECAST 4 PRE5TRE55ED U-LINTEL5 CmRw4am UPLIFT 'ca acit ' uTET 1f74CIN TYPE BF8-17 BF12-1T BflF1T eF78-1T 8f44-1T ei28-1T 632-1T 8� BFB-2T -2T ZT BF32-Ti (A) 2'-10' (34� PRECAST 2727 2678 4101 1 5W2 5569 7811 0055 2021 2727 VO4 3081 5190 NO 79M U57 2021 (B) Y-r (421 PRECAST 2165 2200 3200 4237 5219 e204 7192 1257 1257 RIGS 2215 318E 4125 5091 8051 703E (G) 4.-0. (�.) PRECASTW76 19810 3880 45M 5387 624E 836 938 I= 1025 2750 3583 4422 5254 6110 (D) 4'-6' (541 PRECAST IBM 1762 2507 =7 4010 4797 5525 727 TV 15W 1705 2435 3171 3013 41155 5W5 (E) 5 �• (�� PRIBICAST 1484 2110 2741 3375 4010 4848 505 505 1437 7050 2W0 3293 3920 4549 5'-10' p9E�AST 1357 1930 2505 3084 3665 4247(��1315 418 1875 2441 3010 3583 4157418 (G) 9,-0. �� PRF�iASf d112726 12DO 1733 2250 2760 32W 3812 867 1182 1654 2192 2703 3216 3=707 (H) 7-8' (901 PRECAST 912 1475 1914 2354 27W M40 657 1029 148E 1907 2351 2791 3248591 (J) 9' 4' (1127 PREC1Sf 612 9B0 1269 1380 1852 2144 454 WO 755 1192 1550 1910 2271 28Tf (K) 11-4'(138� PRECAST 56P 439 on e99 1104 13M 1515 W3 M6 am a35 966 tx95 tees troe 2t98 (L) 12'-0' (1441 PRECAST e0T' 400 831 e15 TOOT 11m 1372 4� 631 4e6 e1e 1209 1514 1799 200 (Al) 13'�' 1 (� 50P 340 532 5B5 841 W7 119 302 398 573 400 OR 1004 IN7 1837 1897 (N) 14 -0'(188' PRECAST 288 350 549 37B W W1254 1587 t8 6 (P) 15-4'(184� PRESTINWO NR 327 225 320 542 791 1072 1381 197E 'REDUCE VALUE BY 25% FOR GRADE 40 FlELD REBAR METAL AN6LF- ATTACH TO TRU55 Wt R-50 INSULATION SGRFS AT 12' O.G.- — PLYWOOD 1/2" 22' X 50" MIN AGG - DECOR. TRIM MOULDINS, eATTIC ACCESS SECTION SCALE 1-1/2' = 11-O" n FRANSI&I GMU TO OUTSIDE OF NOTE: EWINEERW UNIT MASONRY LSED TO DESIGN WALLS, BEAM$ 4 COLUMNS INSTEAD OF PRESCRIPTIVE GODS NOTE: RATIONAL ANALY515 KA5 USED TO M516N THE FOOTINS INSTEAD OF PRESCRIPTIVE CODE. ATTIC VENT CALCULATIONS COLIN5 AREA RATIO TOTAL NET FREE I VENTILATING AREA 1,43E W. FT. I/150 456 W. PT. OR USE 57'-b" MIN OF 2" WIDE SOFFIT VENTING OR USE VENTILATED ALUMIN SOFFIT THRV-OUT CALCULATIONS IST FLOOR A/G (TWO STAIR) 724.0 S.F. MENU 2ND FLR A/G (TWO STAIR) 445.0 S.P. (NEW TOTAL. S.F. 1,714 5F EirTRY-STAIR-LANDING 195 5F. GARAGE - INGLLDINS FRAO WALLS 200 S.F. IST FLOOR B41 GOW7' 53.0 S.F. 2ND FLOOR REAR BALCONY 53.0 S.F. 2ND FLOOR PROW BALCONY 610 S.P revisions no. date REV 1 "1/22/14 OWNER ADDIT. OF FRNT RM designed PAR drawn PAR Cher ked PARi55 date 41,3114, 7/74/74 scale 114'=1'-O'(U.ND) Job no. 13-051.RIZ Shawn M. Stambaugh, PE FL LIC. 61850 - C.A. 26210 �W �9/ Q W O J ru'1 f•-"1 LL W Z Z ao UU lq- W N NJ� OJ W Z (n proJect QUA QUANTUM ENGINEERING AS5GCIATES INC. Structural Engineering 0 �, Cc lion y 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.00ASSOC IATE S.COM drawing MBVL TOTAL S.F. ;V07..0 56P. w t 1 ST & 2ND FLOOR PLAN r THE IDE516N PROFE55IOML A55UME5 NO LIABlILITY FOR IMPROPER 5LOPE5, 6RADE5 OR I"tASUREMENT5. ALL FIOURE5 TO BE VERIfElED BY A LIGEN5ED 6ENERAL 0ONTKAGTOR IN THE FIELD BEFORE GON5TRUGTION. sheet A-2 of 1E5E PLANS CONFORM TO F86 - 2010 (22'-0N MAX HT FROM FLOOD n-4' T.OBB. LANAI.\ 13 56'X 20" R.O. op - 54.8b +5058 9'-4" FIN MR m THRESHOLD IN 1-1/2' -- - -- - -- ---- - JNSLAB--- T.O. 2NO FLOOR — - - - - O6LA55BLK Q p-F Tp Q 40V - RO. I I�L_L�JI I pp -5259 (13'-10' NA.VDJ — - - - - - _ _ _ _ - -+ 48 50 - - - T.O.FLRePwoRRM -t 14 15 16-- Q 10'X 10"R.O. "X 56"R.O. 26"X 10"R.O."' 4 (O'-0" FIN FLR1 _ - m + 5058 + 8 + 5058 m 'WA.VDJ T.O. 15T FLOOR - - - - - - -- - - - - J ANl)✓1NSS�1R� - - - - (10'-0' NA.VD) BASF LFLEV MIN — - - - - - - - \ OPEN \ OPEN Fc OPEN OPEN 4'-0' NAND. MEAN GRADE REAR ELEVATION SCALE : 1/4' c 1'-0' NOTE :TRUw COMPANY TO VERIFY THAT OVERALL HEI&MOf OF ROOF DOES NOT EXCEED 22'-0' ABOVE FLOOD NOTE TO 6.O• NOTE TO BUILDER: S.C. SHALL A55UME RESPONSIBILTY FOR ALL VERIFY BASE ELEVATION OR FLOOD MASOWY/ROUEH OPENING SIZES AND SHALL VERIFY PLAIN MAX HEIGHT WITH WITH PRODUCT SPEG.b BEFORE CONSTRUCTION. PROFE55IONAL LAND SURVEYOR BEFORE CON5TRCTION. � \ 1 FEI 5 [Ell p 3826R.O. OP - 67.12 56'X 20, RD. + 5058 12 Dp T I 4 El I 54'X IRO. - 5259 22 I 1 1 + 4630 CASEMT 9 26"X 58'R.O, F - - - 1 DP -6771 � T.OBB. IG',6' FIN FLR T.O. 2N0 4 FLOOR gL -- -- -- -- +505b--------- -1--- -- -- - - T.O. FLROOPN tRMJ. 0-0' FIN FM - - - - - - - - — - - - - - - - - (Il'-4' NAVDJ TO. 15T FLOOR (10'-0' NA.VDJ N II I I� II I TEXNRRED GEMENTITIOUS FIN150 OVER BREAKAWAY WALLS- TYF° O WI pp -65D6 + 44.25 OPEN OPEN RIGHT ELEVATION SCALE; 1/4' = I'-0' BASE ELEV MIN 4'-0' NA.VD. MEAN GRAM 28'X 38' R.O. pP -61.12 + SOW OPEN A - — ILI - 2 FRONT ELEVATION 36Dp-52 A DP 5259 SCALE; 1/4' = 1'1 + 4630 28'X 56' R.O, DP -67.72 +5058 12 3 MIN (22'FR MAX NT FROM FLOOD 17'-4' T.ODD. T.OBB. 10'-6' 94" FIN MR T.O. 2ND FLOOR _ - - — (13LION NAND) T.O. MR a PWDR RM (O'-0" FIN MR) (11'-4' NA.VDJ T.O. 1ST FLOOR - 00'-0" NA.VDJ - - ®®®® BASE ELEV MIN. IZV 4' HIGH RA15M SMOOTH CEMENTITIOUS BAND LEFT ELEVATION SCALE: 1/4' = I'-0" 12 -- -- 2.5 �— 38'X 26'R.O. DP - 67.72 +5058 4'-0' NA.VD. MEAN F+R4DE (22 ° H p \' FROM FL I STANDING METAL SEAM ROOFING TYP. 17'-4° T.OBB. 4' H16H RA15ED SMOOTH - CEMENTITIOUS BANDINS 4' WIDE TEXTURRED CEMENTITIOUS BAND AROUND OPENIN65 TYP. AS 5HOWN 1 revisions no, date REV 1 1/22114 OWNER ADOIT. OF FRNT RM designed PAR drawn PAR checked PAR/SS date 413114, 7/74/74 scale 114NxP-0'AND) job no. 15-051. RIZ N n Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W a W A O -' ILL W ZZ -1 O U?U ►� "It cn Lu N N �-jZ) wU Owe J Z (n project A 1TUM ENGINEERING UASSOCIATES INC. T.OBB. 10'-6' 9'-4" FIN:PLR - - - T.O. 2ND FLR Stru Ur Engineering 0 `IL C p y Co Segregation El 0 20 37'X 514R.O. DP - 67.72 + Iq --T.OBB. 03'40' NA.VDJ i T.O. FLR 0 PNOR RM 4 5�Epy IP 300 VENUE OF CHAMPIONS PALM B ACH GARDENS, FL 33418 (O'-0" IN FLR) 561.202.6994 561.296.2494 - - - - (II' 4' NA.VDJ T.O. 15T FLOOR ww .C'r tt sa lAr _.crsr� (10'-0" NA.VD) ELE®®� ® BASE SMOOTH MIN. 8" HIGH RAISED SMOOTH GEMENTITIOUS13ANDINS dra ng O ®O ® ELEVATIONS 96°X 96"RA. pp -55.14 + 44bA :LIABIL DE5 FE551 A55UME5 NO sheet ;5Y I PROPER 5LOPE5, 6RADE5A-3 AS-IENTS. ALL FIGURES TO BEIFIED A LICENJ5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. of THESE PLANS CONFORM TO F50 - 2010 ' revisions no. date REV 1 1/22/ OWNER ADDIT. OF FRNT RM ROGF FRAM WALE: 1/4" = V-O' lie Iffk IV Wall kl THE DE516N PWFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEA5UREMENT5. ALL F16URE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION: designed PAR drawn PAR checked PARM date 4A14, 7A4/14 scale 114m=r-O•N.N.0) job no. /3-051. RIz Shawn M. Stambaugh, PE FL. UC. 61850 - C.A. 26210 A Q W IV O A LL Zz W -J O U)U W N JU J Owe J Z (A project Q L- A QUANTUM ENGINEERING ASSOCIATES INC. StrueturalEngineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 3341 561.202.6994 FAX 561.296.2494 drawing 1 ST & 2ND FLOOF FRAMING PLANS 5heoi A-5.1 THESE PLANS CONFORM TO FBC - 2010 G SCALE : 1/4' = 1'-0' RACING LEGEND: PERMANENT 2x4 DIA60ML BRACE RES PLANE OF THE NEAREST WEB MEMBER P INTERVALS AT APPROXIMATELY 45 LDE5 FASTEN TO TOP 4 5TM. CHORDS WITH 2 AND TO LATERAL BRACE KITH (5) IOd N INTERSECTION. (REF: 9051 1-05). HORIZONTAL BRID61N6 WITH A MINIMUM AT 6'-0' O/C. FASTEN TO EACH TR146 AND ATTACH TO HALLS OR OTHER R1611 END to= SCSI 1-03). PROVIDE OVERL : 0) TRUSSES (FLOOR ONLY). PERMANENT 2x4xC.ONT. LATERAL BRACING IN THE PLANE OF THE STRUCTURAL BOTTOM CHORD OF THE TRUSSES AT 6'-O' 0/C. FASTEN WITH 2-I0d NAILS IN EACH TRU55. PROVIDE OVERLAP OF AT LEAST (2) TRUSSES (ROOF ONLY). (SaZONESPI 6 2 (5d3= DIAPHRAGM SCHEDULE) ZONE 3 11-S13: DIAPHRAGM SGfEDULEI TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOXA5LE UPLIFT PARA LIEU LOAD (F2) PERPENO. LOAD (FI) PRODUCT MARK U5P CONNECTOR TRUSS CONC1TE-BEAM 51N6LE STRAP DOUBLE STRAP SIWAE STRAP DOUBLE 51RAP 51NSLE STRAP DOUBLE STRAP APPROVAL TC-1 HTA 12 (6) 10d x )-1/2' - I6M # 5200 # "0 # 1320 # 5q0 # 1160 # FL 65q 7C-2 HTA 20 00) IOd x I-1/2' - 16150 3230 # "0 # 020 # 5q0 # 1160 # FL 65q TC-3 R716M (N IOd x 1-112' (4)1/4' x 1-314' TAP. 1.50 # 27gO # 480 # q60 # 6300 1260 # PL 1073q rTG_W_l H&AMIO (4) 1/4'xl-1/2' (4) 1/4" x 1-314' TAP. I q15 # 1630 # 1 1075 # 2150 # 740# 1480 # FL biq 0 ALLOWABLE LOADS ARE BASED ON USP CATALOG 5ft Ed. 2) &DR MAY USE LOI6 STRAP$ OF SAME TYPE SPECIFIED. S) USE 6ALVM12W HAULS AS SPEGFIED BY MANWAGTUIM 4) TAPGOH5 SHOULD BE LOCATED AT THE FARTHEST POINT FROM TIE TOP OF THE BEAM, 5) PROVIDE APPRDvw MOISTURE BARRIER PLATE OR BUILDING PAPER BETY MASONRY WALL AND EACH TRUSS. FLOOR BRACING PLAN : 1/4' a P-O' DIAPHRAGM SCHEDULE DIAPHRAGM NAILING DIAPHRAGM ZONE I ZONE 2 ZONE 3 PANEL FRAMING B760/CE� INTER. 1D6E INTER EDGE INTER.REMARKS LOCATION PANEL GRADE TIHIGKNE55 5PAGINI6 APA RATED 5HISATHIN& ROOF EXPOSURE 1 24' O/G )Od IOd ION ION IOd BLOCKED AS SPAN RATING 40/20 Iq/32" MAX O/C r6olrc b' O/C b" O/G b" O/G 4" O/G 4' O/G 5HHONPI ON PLAN 5EGOND FLOOR APA RATED SHEATHING 5TURD-I-FLOOI;, OR W. SPAN RATING 48/24 23132' 24' O/G MAX. IOd 10' O/C GLUED AND BLOCKED A5 SHOWN ON PLAN EXT WALL APA RATED 5HEATMIN6 EXPOSURE 1, OR EQUAL SPAN RATING 40/20 1"2 16' 0/0 MAX IOd 1 4" O/G IOd 4" 0/0 IOd 1 6' 0/0 NAIL CORNER SnM AT 4' O/G MAX TYPICAL BLOCK FREE EDSES ALL ROOF SHEATHING NAILS TO BE RINGSHANK BRACING DETAILS: 51EATHINS COMPRESSION X® 45' SLOPING OR VERTICAL CONTINXJU5 PERMANENT LATERAL. ERACIN6 (C1BJ PERMANENT DIAGONAL BRACE NAILED TO OPP. SIDE OF WEB PREVENTS LATERAL MOVENLENT AND 5#MD BE REMATED AT APPROX. 20 FOOT INTERVALS CEILIN& FIGURE 36: PERMANENT DIAGONAL BRACING IN THE PLANE OF TW AEV MEMBERS PIRMAN! NT CR055 L4RAGINC, F16rRE 37. PERMANENT BRACIN6 IN THE PLANE OF THE A05 FOR PITCHED TRUSSES HORIZONTAL BRID61N6 WITH A MINIMUM 296 STRON65AGK CONNECTION TO EACH TRUSS WITH 3-I0d NAILS AND ATTACHED TO WALLS OR OTHER RI610 POINT AT EACH END (REF: 5651 1-03). PROVIDE OVERLAP OF AT LEAST (5) TRUSSES (FLOORS ONLY). 50 PLAN FI61ME 36; PERMANENT BRAGIN6 IN THE PLANE OF THE N®5 FOR PARALLEL CHORD TRUSSES LATERAL BRACE 45' 45' PERMANENT Xt23 DIA60NAL CROW BRAGIN6 GROUP OF XOOD TRU55E5 (YES ME�FRSJ F LATERAL BRACE FIGURE 3q: PERMANENT BRAGIN& IN THE PLANE OF THE NL535 BRACING NOTES: I. BRACING SHONX DOES NOT INCLUDE TEMPORARY BRACIN 6 REQUIRED FOR THE ERECTION AND INSTALLATION OF TRUSSES PRIOR TO 7HE INSTALLATION OF PERMANENT CROS5 BRACING AND kfB LATERAL BRAGIN6 REWlRET">FNM TEMPORARY BRACINA915 THE RESPONSIBILITY OF THE TRUSS IN51ALLER AND SHOULD REMAIN IN PLACE A5 LON6 A5 WCE55ARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR (REF: ISCSI I-03). 2. PERMANENT AEB LATERAL BRACING 15 TO BE INSTALLED A5 -94OHW ON THE INDIVIDUAL TRUSS DRAWINIS5 (NEB LATERAL BRACING 15 NOT SHONPI ON THIS SHEET). PERMANENT X® LATERAL BRACIN615 TO BE P45TRAINE P TO PREVENT LATERAL MOVEMENT BY SOLID ANCHORAGE TO END NA LLS, OR BY PERMANENT 0IA60NAL BRACING NOT SEWMI IN THE PLANE OF THE Xis MEPMR AT INTERVALS NOT TO EIZEM 20 = ALONG CONTINUOUS XE 5 BRACE ftF: BC51 1-03). 3. PERMANENT DIAGONAL BRACING AS SHORN ON TH15 SHOT DOES NOT INCLUDE BRACING REQUIRED FOR CABLE END STUDS OR BOTTOM CHORD OF &ABLE END AT XALL. REFER TO STANDARD CABLE END DETAIL FOR BRAGIN6 REQUIREMENTS. 4. ALL TOP CHORDS ARE ASSUMED TO BE 5H1EATHED, AND ALL BOTTOM CHORDS BRAGS BY A R160 CEILING SYSTEM. REFER TO INDIVIDUAL TRUSS DRAXIN56 FOR BRACING REQUIREMENTS OF NON -SHEATHED TOP CHORDS AND UNSUPPORTED BOTTOM GHKMOS. 5. REFER TO TPI / XCTA BG51 1-03. COMMENTARY AND RECOMMENDATIONS FOR HANDLINLS, INSTALLATION AND BRACIN& METAL PLATE CONNECTED ROOD TRUSSES', APPENDIX C, FOR REGOMMIFNDID SEQ/ENCE OF INSTALLIN6 BRAGIN& COMPONENTS. 6. THE STRUCTURAL ADEWAGY OF THE INDIVIDUAL TRUSS DES16N5 TO WITHSTAND GRAVITY AND RIND LOADINGS AS WEU AS 61RDER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY OF THE TRUSS DE51&NER. ANCHORAGE OF THE TRUSSES AND 61RDER5 TO THE SUPPORTING STRUCTURE TO MTHI5TAND RIND UPLIFT 15 THE RESPONSIBLITY OF THE PRO.EGT ENGINEER OR ARCHITECT. 7. THE BRACING FOR THE ROOF SYSTEM 15 DESW ED FOR BOTH POSITIVE t NEGATIVE PRE-95LRE AND MEETS THE REQUIREMENT5 OF 2010 EEC. revisions no. date REV 1 1/22/14 OWM9R ADDIT. OF FRNT RM designed drawn checked date Scale job no. PAR PAR PAR156 413/14, 7/14114 114" = I'-0' N.N.OJ 13-051 . Piz Shawn M. Stambaugh, PE FL. LIC. 61850 - CA. 26210 Q W o Q LL W ZZ JO LU W N JU OWH J Z (A project QLA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 4VWW.QE:ASSOCIATES.COM drawing ST & 2ND FLOOR BRACING PLANS _ J THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEASUREMENTS. ALL FI6URE5 TO BE VERIFIED BY A LICENSED 6ENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. sheet A-6 of THESE PLANS WNFMM TO FEZ - 2010 revisions no. REV I DINNER ADOIT. OF FRNT RM date 7/22/14 L I\ W 1 V V V I %� V 11 %, V' %4 1 �/ \ ff SCALE : 1/4' = I'-O' ELECTRICAL SYMBOLS Q� DUPLEX REGEPTIGAL AT 12" A.F.F. SWITCH SINGLE POLE 4 TELEVISION JACK PREARED ® SMOKE DETECTOR 8 F.P$L. METER d D156. rtyllyn Ila DUPLEX AT BASEREGEPTIGAL 15 THREE KAY AT 12 . REGEPTIGAL AFF.DI5loweCT AITCH BREAKER PANEL Q� 11° DUPLEX RECEPTICAL AT 8" ABV. COUNTER �a 5WITGH FOUR WAY O HVAG THERM05TAT Op PADDLE FAN hV OR h!0/ L16HT EXHAUST FAN O DUPLEX RECEPTICAL FLUSH IN FLOOR IR SATGH RHIC15TAT INTERCOM AT 60" A.F.F. FLOURESGENT LIGHT FIXTURE p L EXHAUST FAN DUPLEX RECEPTICAL. GROUND FAULT D 5WITGH DIMMER ® TELEPHONE OUTLET AT 12" A.F.F. INGONDESCENT LIGHT FIXTURE CL6. MNTED. p(� Y LV DOOR RELEASE Q� II DUPLEX RECEPTICAL TOP SEC. SWITCHED IK 5WITGH KEYED TELEPHONE OUTLET FLUSH IN FLOOR INCONDESGENTLICHT FIXTURE NALL. MNTED. y VOLUME CONTROL Q� I WP DUPLEX RECEPTICAL WATERPROOF © 5ECM17Y KEIPAD ® SPEAKER IN GL6. ® HI HAT GL6. MOUNTED Q� IW DUPLEX RECEPTICAL UNDER COUNTER VNCTION BOX 5ECURITY L164475 �.p HI HAT VAPOR PROOF 200 -AMP PANEL'A' 100% OAV,.�RKR WIRE SIZE DE50RIPTION # • DE5,RIPTION 51 WI R GALG. 100% 10,000 .......... A 0-(2) ......... R 06 .... AHU #I ........... . 1 5 2 . 4 CU#I ........... #6 .... R ......... 0-(2) A .......... A - 50D00 42) ......... R 010 .... DRYER ........... . 5 7 6 b RANGE ........... #6 .... R ......... -(2) 12 .......... - - .......... - 2,700 20-2 ......... R 012 .... D15HKASHER ... DISPOSAL . 9 II 10 DOCK BOX #12 R O-(I) 1,500 - 121 W45HER #12 R O-(U 1,500 - - 1,500 20-0) R *12 REFRI6. 1514 MICROWAVE #12 R 20-(I) 1,500 - - 1,SHp0 20-(I) R 012 APPLIANCE 1516 WP 6FI #12 R 041) 1,500 - - 1,500 20-(1) R 012 APPLIANCE 17 18 WP 6FI 012 R 0-00 IAOO IS 565 15-(1) R #14 DINING RM 11120 KITCHEN LTG. #14 R 15-0) 565 5 5 565 15-I) R 014 DINING RM 2122 SMOKE DET. #I2 R 0-(1) 400 - B 585 15-(1) R 014 LIVING RM 2524 M BATH #I4 R 15-0U 5&5 B 5 565 15{I) R #14 UVW RM 251261 BEDROOM #14 R 15-0) 565 9 B 585 15-0U R 014 HALL LITE5 BEDROOM #14 R 15-6) 585 5 - 1500 20-(1) R #12 IC. / ALARM 211 BEDROOM *14 R 15-(1) 585 IS B 585 1541) R #14 M BEDRM 51 5 FLOODS. #14 R 15-0) 585 B 8 595 15-00 R *14 M BFDRM 3534 BEDROOM #14 R 15-(I) 585 g -... 6000 40-(2 ........ R #6 .... NATER HEATER ......... 5,75e DOCK U&HTIN6 #12 R O-(I) 400 - SPACE - - - - - - SPACE 59 4C SPACE - 410;0 - SPACE 41 SPACE 1 A.I.G. RATING IOp00 122,01 - TOTAL ALL PANEL5 45,&62 Ist lopoo at 100% IOp00 REMAINDER AT 40% 14544.6 A/C LOAD AT 65% 6,500 TOTAL = 3OA44.6 / 240 = 12652 AMPS SCALE; 1/4' = P-O" NOTE TO GENERAL CONTRACTOR: I ALL BEDROOMS MUST HAVE ARC FAULT ALL ELECTRICAL TO BE FIELD VERIFIED BEFORE INSTALLATION INTERRIII=TION L----------I ELECTRICAL NOTES: ��la' _.. /4:"'�AP/4cfdd7,a2G 4 Uliin7: B. 6ENERAL L16HTIN5 CALCULATED a 1,719 (SO.FTJ x 3 (WATT5/50.FT) = 5,157/ 14 (6EN176.CIR) = -W.35 (WATTS/EAJ C. CONDUIT SIZE. OR 569 KATT5 OR D. NIX 5118-PANEL CALCULATIONS. KEEP H161 W5 R BRANCH CIRCUITS RUN IN ROMEX. DDOOES TOTAL PANEL DISCONNECT CALCULATIONS: PANEL 'A' TOTAL (NO AlG) = 52,616 Ist. IO,000 0 100% = 10,000 REMAINDER 140E = 17,126.4 A/C LOAD a 65315 26500 TOTAL A' NOTE: 6ENERAL CONTRACTOR TO COORDINATE I FINAL HVAC LAYOUT NTH TZUSS LCOMPANY BEFORE TRU55E5 ARE BUILT. J A.I.C. CALCULATIONS (2 x 40 x 26,194)1(5000 x 240) = 1.75 1/1 + 05 = .36 .36 x 26,144 = 4525.09 AI.C. OF SERVICE = 9525.Oa A.I.G. RATING OF PANEL = 10,000 designed PAR drawn PAR checked PAR-56 date 415% 7/14/14 scale 1/4" = r-0' (U.NOJ Job no. 13-051. RIZ Q W O Q � H Zz W JO U)U ►� � cn w CV) WU J O LU F— J Z U) project QUA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation F11 C()P ```^00 AVENUE OF CHAMPIONS �M BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W WW.QEASSOCiATES.COM drawing Em W 1ST & 2ND FLOOR ON ELECTRICAL PLAN THE DEVON PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER SLOPES, 6RADE5 OR MEASUREMENTS. ALL FIGURES TO BE VERIFIED BY A LICENSED 6ENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. sheet A-7 of THESE PLANS CONFORM TO me - 2010 revisions no. date REV 1 i/22/14 OWNER ADDIT. OF FRNT RM 2ND FLOOR MECHANICAL PLAN Sr -ALE: 1/4" = 1'-0' 1ST FLOOR MECHANICAL PLAN WALE: 1/4" = 1'-0" designed PAR drawn PAR checked PAR155 date 413114, 7/74A4 scale 114"=1'-O"(1.N.0) job no. 13-051. RIZ w o n J LL Z Z —J O U)U d U) LLI N L LI J U w �H O W J Z U) project �, a• y4 F •:T� ,P. s h, L A QUANTUM ENGINEERING ASSOCIATES INC. StrueturadEngineering e Cost Segregation VNPIONS , FL 33418 FAX 561.296.2494 drawing MECHANICAL PLAN F1L IF lo COPY THE DE51614 PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADES OR MEA5UREMENT5. ALL FIGURES TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE 60145TRUCTI ON. sheet M-1 iHE5E PLANS CONFORM TO FBC - 2010 THE MARK/TRUSS LABEL REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING *,A/C SHOWN ON EXTERIOR FLOOR PLAN IS TO BE MOVED SO NOT TO INTERFERE w/ TRUSSES 42' 311/16" 10' 4 3/16° 1915 13/16" _ � 1' 411 1' 41I 1' 4" 1' 4" 114" 1' 4" � N TRUSSES TC BEAR ON 13" DP. FT2G ! f�^v�;r'tl ilTt EY,qaneering QF= � AssOdOtes Ino, E DRAWINN THE REVIEW AND APPROVAL OF STHEN RAWINO GOE DOESNOT RELIEVE THE TRUSS FABRICATOR OFANIS RESPONSIBILITY FOR CONFORMANCE WITH FABRICATORSS SRRESPONSIBLE FOR NOTIFYING THE GENERAL CONTRACTOR IN WRITING OF ANY DEVIATION FROM THE ENGINEER'S LAYOIA THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CORDINATIG AND CON- S SOTENC ES N BETWEEN RESOLING TRUSS INSHOP DRAWINGS AND ANY OTHER APPLICABLE TRADE INCLUDING ARCHITECTUAL, STRUCTURAL AI40 MECHANICAL, ALL SIBILITIS CONFORM WITH ANSIESPO! TPN! WTCAE4 SHALL2002 Ef-A-ppROVED; NO EXCEPTIONS TAKEN a APPROVED WITH COMMENTS NOTED 0 REVISE AS NOTED; RESUBMIT t3 q ED; COMMENTS AS NOT BYTE D Y WALL LEGEND 2'-6" BRG. HEIGHT 8'-0" BRG. HEIGHT a NOTE: * ALL WALLS SHOWN ON THIS LAYOUT ARE CONSIDERED TO BE BEARING UNLESS NOTED OTHERWISE. * SEE LAYOUT FOR WALL HEIGHT TRANSITION LOCATIONS. • SEE LAYOUT FOR LEDGER HEIGHTS. LEDGER SCHEDULE LGR1 - DBL. LEDGER BY OTHERS TOP @ 91 -1" LGR2 - DBL. LEDGER BY OTHERS TOP @ 2'-3" ' LL TRUSS TO LEDGER CONNECTIONS ARE BY OTHER; OTRUSS TO MASONRY CONNECTION BY OTHER's -SEE PLAN TOILET/TUB/SHOWER DROP i (2)2xO LEDGER BY OTHER's. 16"DP. SYS-42 FLOOR TRUSSES FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD @ 160C TYPICAL END DETAIL , EN F N 34869 STATE OF ._Uj` ONA\-\\���. 1109 COASTAL BAY BOYNTON BEACH,FL 33435 Digitally signed by JULIUS LEE DN: cn=JULIUS LEE, o=TRUSS ENGINEER, ou=STRUCTURAL I emai1=jlenterprises2012@yah c'om, c=US Date: 2014.09.03 12:31:16 -04' O - - - ) - - - © - - - O --- 0 JUS26-2 (1k) - - - 0 MSH422 0 MSH422-IF- - - - O - -- - - 0 - - - LOADING ROOF FLOOR WIND LOAD a LIVE LOAD - 4.0 — o v DEAD LOAD — 20 — MPH E? LIVE LOAD — 0 CATEGORY II m 5 DEAD' LOAD - Gj — G b TOTAL LOAD - 65 FBC 201 g z DURATION FACTOR - 1.00 TPI - 200' REV DATE BY REMARKS 1 09/03/14 RDS DEN,BATH#2 CHANGE, added 12" floors --- - added 12" floors over garage /--/---- - FINAL It is understood that above conditions have been reviewed APPROVED & are acceptable for the fabrication at trusses, APPROVED AS NOT elevations, pitches, overhangs, ❑ REVISE AND RESUB fascias,ceiling elevations/pitches, bearing REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will be accepted without previous written approval from an A-1 Roof Trusses representative. REVIEWE CUSTOMER JWN CONSTRUCTION AREA CALC FLOOR 946.46 fti ROOF 1243.68 fti FASCIA 0 ft HIP LINE 133.17 ft ✓ALLEY LINE 40.72 ft •SHEETING AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT INCLUDED •' BLDR TO VERIFY CALCULATIONS JOB NAME RIZK RESIDENCE LOCATION - COMMNTY KIM / LOT # BLDG -_ TYPE JOB # 581 13 F MASTER 1 DATE 5/27/14 DRAWN SCALE RDS N.T.S. i1C, , r Iwo A=1 ROOF TRUSSES A FLORIDA CORPORATIO1 Ph 772-409-1010 / Fax 772-409-1020 http.-Ilwww.a1truss.com THE MARK/TRUSS LABEL REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING A/C SHOWN ON EXTERIOR FLOOR PLAN IS TO BE MOVED SO NOT TO INTERFERE w/ TRUSSES 1014 3/16" 311 11 1/211 _ 71 2 3/16" 21 ON 210112f OII 21 011 ill ON 21 011 21 ON 2' ON 21 OII 21 OII 21 011 - 21 011 21 011 21 011 71 011 M N t--1 O O� 00 ti o 0 0 0 0 0 0 0 0 U U U U U U W I Lij LLI W Mi Lij LU ti 1,f c9�' w ;: I I h O N C `2 1 0 1 c 1 \ G�� r+ x M E 2.5/12 ROOF CS En gn ef Enil QE A gneering Associates Ine. THE REVIEW AND APPROVAL OF THESE DRAWINGS S STRICTLY FOR TRUSS SHOP DRAWINGS COMPLIANCE WITH ROOF PLAN GEOMERTY AND DOES NOT RELIEVE THE TRUSS FABRICATOR OF HIS RESPONSIBILITY FOR CONFORMANCE WITH THE ENGINEER'S TRUSS LAYOUT. THE TRUSS FABRICATOR IS RESPONSIBLE FOR NOTIFYING THE GENERAL CONTRACTOR IN WRITING OF ANY DEVIATION FROM THE ENGINEER'S LAYOUT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND RESOLVING ANY INCON- SISTENCIES BETWEEN THE TRUSS SHOP DRAWINGS AND ANY OTHER APPLICABLE TRADE INCLUDING ARCHITECTUAL, STRUCTURAL AND MECHANICAL, ALL RESPONSIBILITIES SHALL COyFORM WITH ANSI / TPI I WTCA 4 - 2002 ¢{/APPROVED; NO EXCEPTIONS TAKEN O APPROVED WITH COMMENTS NOTED 0 REVISE AS NOTED; RESUBMIT L7 F ECTED; COMMENTS AS NOTED iTY- LE GE I cV rl o VM2 of No 0 11�: ' / 1-2xo LEDGER O� \ BOTTOM @ T-6" G � O G O 9 1 l� I \� U d d 4110 7/81' 424011 1.011 101101, W WALL LEGEND W��" 1714" BRIG. r .... _ //A NOTE: * ALL WALLS SHOWN ON THIS LAYOUT ARE CONSIDERED TO BE BEARING UNLESS NOTED OTHERWISE. * SEE LAYOUT FOR WALL HEIGHT TRANSITION LOCATIONS. * SEE LAYOUT FOR LEDGER HEIGHTS. 12 SEE LAYOUT 3 7/8" 10-1/2" PLUM CUT CANTILEVER LU4G TYPICAL END DETAIL Co r L03 0 T 02 0 N r \\\\\\\0S � ENSF �• �` N 34869 _�0 '0 � STATE OF 9/0NIA\IE . 1109 COASTAL BAY BOYNTON BEACH,FL 33435 Digitally signed by JULIUS LEE N: cn=JULIUS LEE, o=TRUSS NGINEER, ou=STRUCTURAL PE email=jlenterprises2012@yahoo. com, c=US ate: 2014.09.03 12:20:22-04'00'' � JUS24 �' - - - JUS26 (7 - - - CE--- --- SKH24R- 0 MUS26 - - - LOADING ROOF FLOOR WIND LOAD LIVE LOAD CATEGORY II - Co 5 DEAD LOAD 10 - ENCLOSED a TOTAL LOAD 55 z DURATION FACTOR 1.25 FBC - 2010 TPI - 2007 !REV ATE BY REMARKS 09/01/14 RDS DEN,BATH#2 CHANGE, added 12" floors added 12" floors over garage final — It is understood that above conditions have been reviewed ❑ APPROVED & are acceptable for the ❑ fabrication at trusses, APPROVED AS NOTED elevations,pitches, overhangs, fascias,ceiling L REVISE AND RESUBMIT elevations/pitches, bearing REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will be accepted without previous written DATE approval from an A-1 Roof Trusses representative. REVIEWED BY CUSTOMER JWN CONSTRUCTION JOB NAME RIZK RESIDENCE LOCATION - JOB # !)Z$ 1 1j K MASTER I - r B -- DRAWN SCALE FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD L AREA CALC FLOOR 0 N2 ROOF 1321.09 «: FASCIA 0 rL HIP LINE 144.5 It (VALLEY LINE 40.72 N SHEETING AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT INCLUDED BLDR TO VERIFY CALCULATIONS DATE A-1 ROOF TRUSSES A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1020 http.-IA,vww.aItruss.com