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2621, 2623, 2625, 2627, 2629, 2631, 2633 River Landing Dr (a)
E:11:]E:l E:]E:]E:I. EIE]EIED DE]E] L--]L--]L--] J L 7 ABV. ABOVE GA. GAUGE RM. ROOM A1C AIR COMPRESSOR G.F.I. GROUND -FAULT CIRCUIT R.O. ROUGH OPENING ADJ. ADJUSTABLE 7341 INTERRUPTER RIS ROD AND SHELF AHU AIR HANDLER GL. GLASS S.C. SOLID CORE ALT ALTERNATE GYP. BD. GYPSUM BOARD S.D. SMOKE DETECTOR AMP. AMPERAGE H.C. HOLLOW CORE S.H. SINGLE HUNG BD. BOARD HDR. HEADER SH SHELF BLK BLOCK HT. HEIGHT SHTHG. SHEATHING BLK'G. BLOCKING 1916 2099 13751 0 ft. to 6 ft (0 % OPENINGS) 1 (0%) INSUL, INSULATION SHVVR. SHOWER C.L. CENTER LINE INT. INTERIOR Sim. SIMILAR CABT. CABINET LAM. LAMINATED SGD. SLIDING GLASS CLG. CEILING LAV. LAVATORY STD. STANDARD CLR. CLEAR LUM. LUMINOUS TEMP. TEMPERED GLASS CONC. CONCRETE M. C. MEDICINE CABINET THK. THICK CPT. CARPET MFR. MANUFACTURER T.O.C. TOP OF CURB C.T. CERAMIC TILE MIN. MINIMUM T.O.P. TOP OF PLATE C.J. CONTROL JOINT MTD, MOUNTED T.O.S. TOP OF SLAB CN1U CONCRETE MASONRY MTL. METAL TYP. TYPICAL UNIT N.I.C. NOT IN CONTRACT U.N.O. UNLESS NOTED OTHERWISE D. DRYER M.T.S. NOT TO SCALE VP. VAPOR PROOF DBL. DOUBLE ON CENTER VV. �,1lASHIER DIA. DIAMETERO.C. DiM. DIMENSION P.L. PROPERTY LINE VV,/ WITH DISP. DISPOSAL P.B. PUSH BUTTON VVD. WOOD DP. DEEP PH. PHONE 'WDW. VVI ND0VV PLYVVD. PLYWOOD VV'1H VV.ATER HEATER DR. DOOR PR. PAIR W.I. VV'ROUGHT IRON D.S. DOV'4'NSPOUT PT PRESSURE TREATED W. P. WEATHER PROOF DTL. DETAIL D.V'V. DISHWAS !-IER R. RISER RAD. RADIUS EA. EACH R1,A RETURN .AIR GRILL ELEV. ELEVATION R EF. REFRIDGERATOR ENG'D. ENGINEERED REV. REVERSE EQ. EQUAL EXH, EXHAUST EXT. EXTERIOR F. G. FIXED GLASS FIN. FINISH FLR. FLOOR FLR'G FLOORING FLUOR. FLUORESCENT FR. DR. FRENCH DOOR FTG. FOOTING JAI, EIDE_I II 1111 E:IEIE:]E:l EIE] EE11uii El�iJE:1l II J i III I ��� � � � �i III I� IJ �I EEIE:lLJ �I� �. AREA WINDOWS CODE DESCRIPTION 0016 SINGLE HUNG - BLOCK 0026 SINGLE HUNG - FRAME 0030 FIXED GLASS - FRAME 1st STY, LIVING 834 734 0021 SLIDING GLASS DOOR - BLOCK 7341 8341 5284 1 VMFLG VERTICAL - BLOCK 1 VMFIN VERTICAL - FRAME 901 DOORS CODE DESCRIPTION 7 SINGLE/DOUBLE INSVVINGIOUTSWING (2068, 2468, 2668, 2868, 6068) 1635 8'xT GARAGE DOOR ENTRY 40 51 AREA Sheet Number Sheet Title T Cover Sheet UAIT UNBIT UNIT UNIT UNIT UNIT UNIT BOLD L 1st STY, LIVING 834 734 734 580 734 7341 8341 5284 2nd STY. LIVING 946 901 901 889 901 901 9461 6385 TOTAL LIKING 1780 1635 1635 1569 1615 1635 1780 11669 ENTRY 40 51 5184 51 51 40 368 GAR,ACE 238 230 2", 230 230 230 238 1652 LANAI 41 NA NA NA NA NA 41 82 TOTAL U.R. 2099 1916 1916 1889 1916 1916 2099 13751 0 ft. to 6 ft (0 % OPENINGS) 1 (0%) OVER 6 ft 0 CODE SUWf IARY APPLIC.ABLE CODES 1. FLORIDA SUILDING CODE 2010 — RESIDENTIAL L. NA. 1OINAL 'LE'C IRICAL CODE — uLC 2000. 5. FLORIDA FIRE PREVENTION CODE 200; Sheet Number Sheet Title BUILDING TYPE: 2 STORY TOWNHOUSE Cover Sheet 1 CONSTRUCTION! TYPE: UNPROTECTED, UNSPRIN,'KLED 2 Elevations Side -Rear IREPROTECTION RATING REQUIRE�VIENTS: 1st Floor Plan 4 2nd Floor Plan REQUIRED PROVIDED 8 1. PARTY" .AND FIRE YIALLS 2 HR. 2 HR. 8 2. INTERIOR BEARING ',+1,ALLS 0 0 10 5. ANTERIOR NONBEARING PARTITIONS (PER 705.1.2) 0 0 12 4, COLUWNS 0 0 14 5. BE.AbiS, GIRDERS, TRUSSES AIND ARCHES 0 0 D2 S. FLOOR/CEILING COINSTRUCTION D3 Detail Sheet 7. ROOF / CEILING CONSTRUCTION 0 0 S. EXTERIOR BEARING V1.a.LLS HORIZONTAL SEPARATION.- (PARRALLEL WALLS) 0 ft. to 6 ft (0 % OPENINGS) 1 (0%) OVER 6 ft 0 0 9. EXTERIOR KION BEARING WALLS HORIZONTAL SEPARATION: (PARRALLEL b'dALLS) 0 ft. to 5 It "0 % OPENINGS 1 (0%) N/A (0%) OVER 5 SHEET LIST Sheet List Table Sheet Number Sheet Title 0 Cover Sheet 1 Elevations 2 Elevations Side -Rear 3 1st Floor Plan 4 2nd Floor Plan 5 Cross Sections 8 1st Electrical Plan 7 2nd Electrical (Plan 8 Foundation Plan 9 Plumbing 10 1st Block Plan 11 2nd Block Plan 12 1st Framing Plan 13 2nd Framing Plan 14 Separation VValls I Detail Sheet D2 Detail Sheet D3 Detail Sheet 1 Lam+ i t f ,sem. :+1 I', DATE 1 O MAS_ I I) s; �I —J 0 0 00 w L E cfl W r- 0 GE _-- �0� QW a ® < LL N LL a --a a C Cy , \ tl Lo �1 9 - LU 0� SII DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M11 HOMES FOR CLARIFICATION! 1 1 'r� 0 of MJ1 ORLANDO MEAN ROOF HEIGHT +23'-5" LEXINGTON UNIT "A" 4'-0" &IIN. TYP. ALL UNITS PRINCETON UNIT "B" MIN. TYP. ALL UNITS , MIN. TYP. ALL UNITS P >s O . I UNIT 111311 SAII In W If O GA UNIT 71c11 4'-0" 4'-0" i- 0IN TYP' ALL UNITS VIIN TYP ALL UNITS PRINCETON !UNIT 11131' 4'-0"1 4'-0,. IMIN, TYP. ALL UNITS �41IN. TYP. ALL UNITS PRINCETON UNIT IMT 4'-D„ MIEN. TYP. ALL UNITS LEXINGTON UNIT "A" 1 MIN. TYP. ALL UNITS .4��h1. EYP. ALL UNITS �� � � � � � � 4' GALU. M1. OFF -RIDGE VENT F * +A / 4 GALU. ITL. OFF -RIDGE VENT 4' GALV. MTL. OFF -RIDGE VENT ®� 4' CP,LU. M1 OFF -RIDGE VENT / GL /// 4' GALU. M1 OFF -RIDGE VENT® 4' GALV. M1 OFF -RIDGE VENT 4' GALU. M1 OFF -RIDGE VENT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SHINGLE ROOFING SHINGLE ROOFING SLOPE 5:12 SLOPE 5:12 SHINGLE ROOFING 8"IU SCOPED LINE 8"W, SCORED LINE TOP OF 2ND STY. ALONC SOFFIT - TYP. _WALL PLATE—-- -------------- —Z -------------------- 7/8'------------- 8"W. SCORED BAND AT DOOR/W'DW. 2'-8:, o ' 2nd STY. FIN. FLR. +10'-8-3,14 --- — TOP OF 1ST STY. BLK_WALL 41— +9'-4' TOP OF SLAB — — +0'-0' - I TE OJRED WALL FINISH 2'-n^ TEXTURED WALL FINISH ��SQUARE HOOD ROOF VENT SLOPE 5:12 C.J. — C.i. TEXTURED WALL FINISH ALONG SOFFIT -TYP. — h&N ROOF HEIGHT +23'-5n TOP OF 2ND STY. _WALL PLATE I 8"W. SCORED BAND AT 2'-b DOOR NDW. 2'-6° SQUARE HOOD — ROOF VENT -- --- G.�. --- --- —c_J. _ SLOPE 5:12 TEXTURED WALL FINISH 8"W. SCORED / o E 8'NI. SCORED BAND ATco co 8"5J. SCORED BAND AT ro `� BAND AT DOOR�`WDW' DOOR/wm'�. DOOR 1, O�� . TE'{TUBED WALL FhlISH � L TEXTURED WALL FINISH SIDE ELEVATION A - "LEXINI""ITON" UNIT E m _2nd STY. FIN. FLR, TOP OF 1ST STY. _ BLK. WALL +9'-4" _TOP OF SLAB (REF. ELEV.) n Imo' � n Iii 1 r"1 I ,A, T' II ^ K II SIDE ELEVATION A - "LEXIN6TON" UNIT LATEST REV'ISION DATE TO MASTER: O7-01-12 O 00 C U cp Z00 co L uj `-- C/)LO Q = Q w = o �0 1 ®Q C'o c�i u- LL1 cl a_ Q lei t j ; LLJ l Lu Q 0 tz LLJ O 00 C U cp Z00 co L uj `-- C/)LO Q = Q w = o �0 1 ®Q C'o c�i u- LL1 cl a_ Q LLJ i = Lu Q 0 tz LLJ ZD LL9 C Cl) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIhrIENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M'/I HOMES FOR CLARIFICATION! 9 aI 2 of 1 M/1 ORLANDO 22'-6" 22'-6" 12'-6" 1, 8'4" 2'-21/2" 4'-10" I 17'-0" II I CONIC. PATIO W/ THK. EDGE CONIC. CONC. PATIO 'V THK. PATIOEDGE THK. EDGE 12x12 BL!(. 12x12 BILK. o 0 COL COL AC °° AC `� AC ® ---_ I G F L' (all TSI I P.C. LINTEL 44'1' - -- - - - - - I DLK, COURSE Alb'. LANAI ( 1 4'-10" 4'-10" CD25 12D60 SSD I 9'-4' CLO. HT. 1' 12080 SGD Ii' -8° 9080 SGD �� - - I �I �I1 �I ------ 158'-5" 22'-6" 1 i' -D" CONIC. PATIO Vl / THK. EDGE `o AC „D" 12080 SGD 1 10'-4 1 /2" ^" L ` '� - - - - - - - - I J 21'-6 1/2" I 9'-4" CLG.fH�T. 9'-4" CLG. HIT. 9'-4" CLG. HT. 9'-4" CLG. HT. DININ[j DINING -1 co DINING DINING CARPET 9'-4" CLG. HT. 7 CARPET CARPET CARPET _N LIVING L- 9'-4" CLG. HT. T-4" CLG. HT. CARPET LIVING LIVING 5-912 _' I , I CARPET CARPET 9'-4" CLG. HT. ^ _ CO UNTERLIVIN I TOP ARPET 34 1 nH. Lx ---- DB2X6 ELE WALL 1-3" 2" 0 /"2" LEi HDR. I I I I III - �!71 N 6'-6 112,: ---� I III I i III a 9" 2'-6„ 3 36" TOP' - ---- I = N I I I 34 1.2"H. 2x I I �j ---� I� I I 1 i I, ,I I KNEE WALL I I - 1I I° I n, I I I I I 1 I --I-- 2\4 VF0 FRA!1E-VlEL—� I n -D 1 2" I 34 J- .H. Gt c I N cv I I I I III o, I 2'-0(�" -- I �" I I I g"' ` `� I ", / 3'-8" I KINEL 'I'rHLL I I I I I i 3'-8° 1 _ _ ,� ? i I I I 11112668 ° 1� 34-I i. HT. 1 9' ° 2611: o I 7'-0 1/ 4'_1n I i i r TOR. CLG. HT I I i t I I I i �^ R IL I I I I I I I I I I KIT I I -- I ^ I II i 371 6" TOP - 36" TOP iii N I I _?468- TILE ', 01" I� I -- — lzxi2-1b` I OI �� BDG. WALL I B:RG. 4'r.ALL ---- �- - - - - - I I = -�-- -- __L-- _ ' Iv 5 PANTRY SH.. B�KI C25 3'-Q' 3'-31;'2" ;-91/2' 2" DESK D-tSK% 2'-21/2" _ ? C LI ` 36' 9'-4" CLG. HT. HUTCH' -- -- -- --- HUTCH " CLG. HT. ` 9'-4 0 \ , 1 1 HANDP,.AIL 5 SH. I 1 - x L NICHE - 1 KIT. 11tH , J F a KEY D,OP I ' ENTRY - ° 1 m TILE �3, s„,I, I , ,�, � I m 42" !GHEE 4^" I;iNEE a TILE 1 I ,11" C I FOYER 2668 I D i 7'-D 1/2"= SLG. HT. 3�8 0 — ,r I I � I I 41A11 SLOPED I ,.ALL SLOPLI, 2668 I I r 2 I �, U' r - - W STAIP,S - - ' 1 9'- 'CLC. HT. ( _ ,,: ,,^ / _ T4'!� STAIRS ,, G.L. I I 13030 ro o I BKI ���� 6' 81,2 - 3'-81/� ,-31�_ J 2 J f -3 1(L 3'-3 i;L �'-8 IPL I I VV R. I ��StPNNv.— C 42" OPING. �'; +'CLG. HT. 2868 I I - 0I 5 SH. 5 SH. 2868 - v CO ------ O O 2" - �'- — f '� nl 1 I I - 01 � TEL CABLE � P / J 10 f �' 2868 2368 PANEL �� BRGOOVVH. WALL-� ILL/CA I A / � - ,1 ItL;C. BLE an TEL/CAB. 20 hdlN / D' PANEL ?863 2863 °.1ILL B"� 'PALLP�IdEL FIRE DR. ' N 3 I I I I I I I` UP UP (�H '+H lo" 1D" ' 1 I I I 1 1 BRG. WALL 6-11/2 I I I II II r' ? - 41 I-------- � 20 MIN _0113 It ANCHOR NH FIRE DR. FI, IDP,. aIICHOR W.H. bUIND04U SEAT_ N 4'-10" 1I: 4'-10" I y` -n 0 ,� UNIT B N ARRIE M1 BARRIER — CONIC. CLG. HT. 20 !MIN FIRE DR. N LANDING N PATIO W% THK. BARRIER M1 POST TO SLAB 7541 _a5 ! DSL 2X12 SYP HD:,o ,v/ 3 HDR 4t/ 3 f STUDS LNJD EDGE - 0 �I 1 1 1 ID EI M ZD2863 �i I _ 9461 w T OTIAL LIVING GARAGE rt-WIE 'IY.ALLS � GARAGE FRAME MALLS LA. 1535 MUDS LA. LIND EI �I I R I 51 5.1 341 12080 SGD rim I o wL.J 368 n" SEE 5'- I 1 /Z" 1 9'-4' CLG. H -' ��-lir' N 235 SNA 230 250 238 GARAGE LANAI 411 9'-4" CLG. HT. NA I 8" INA: 5 -?" 32 1 10i` 8" CARPET 1889 ' GARAGE 19 i 6 2099 GARAGE 9'-4" CLG. HT. =I WALL ABOVE co - Z CARPET F PROVIDE (i) LAYER OF PROVIDE (1) LAYER OF DO NOT SCALE PRINTS! 9'-4" CLG. HT. 2" SHALL BE PER INDICATED DIMENSIONS � ENTRY' 3D68 PROVIDE (1) LAYER OF I 518" TYPE `X' GYP BD. ? 5/8" TYPE "X" GYP BD. 9'-4" GLG. HT. >7 9'-4" CLG. HT. BATH 3 - -4 � — — — — — — — --- I I KNEE'WALL L 5/8" T PE hX" Gyp BD. I I I I I I AT GARAGE CEILING AND _ 2" 1 PROVIDE (1), LAYER OF N T-4" CLG. HT. \ F-- - - - - - - - P I 0 _o -' 1 /2" GYP. BD. AT 3",11 . FLAT SOFFIT 9'-4" CLG. FIT. o n"I _o W FLA I SORE T AT GARAGE CEILING AND ---Ji I BRC. WALL) ---------� 5 8 TYPE X GYP BD. DESK r` ;068 9'-4" CLG. HT. HUTCH-- 9'4' CLG. HT. CIO KIT, N I TILE c - i (�'?" Gfa. BID AT KNEE AT GARAGE CEILING AND ro 266842" WALL SLOPED i - 6,_ 1/2' - ^" 3'-81/L W/ STAIRS 7'-31x'2 -L Z �, 5 SH. GAF1IGE E RA41E 4'rALL3 F 112" GYP. BD. AT F----------� 2868 1 - UP = � 2863 y` -n 0 ,� UNIT B 5-2 ARRIE M1 BARRIER UNIT B CONIC. CLG. HT. 3088 22'-0 1/2" 21'-10 1,12" 21'-10 1/2" 21'-10 1,/2" LEXINGTON PRINCETON PRINCETON SARATOGA UNIT "All UNIT 111311 UNIT 1'13}1 UNIT 11011 22'-6" 17'-O" I y` -n DSL 'Xi) ; SYP UNIT B UNIT C ARRIE M1 BARRIER UNIT B CONIC. GA RA E 3088 N LANDING N PATIO W% THK. GARAGE FRAME WALLS 7541 _a5 ! 834 HDR 4t/ 3 f STUDS LNJD EDGE - 0 �I 1 1 1 ID EI 10'-8" �i I - - - 9461 w T OTIAL LIVING GARAGE rt-WIE 'IY.ALLS � 1,935 GARAGE FRAME MALLS LA. 1535 'i 780 I EI �I I R I 51 5.1 341 12080 SGD rim I o wL.J 368 n" 2381 5'- I 1 /Z" 1 9'-4' CLG. H -' ��-lir' N 235 SNA 230 250 238 GARAGE LANAI 411 9'-4" CLG. HT. NA I 8" INA: 5 -?" 32 TOTAL J.R. 5'-7" 8" CARPET 1889 ' GARAGE 19 i 6 2099 GARAGE 9'-4" CLG. HT. =I WALL ABOVE co - Z CARPET F PROVIDE (i) LAYER OF PROVIDE (1) LAYER OF DO NOT SCALE PRINTS! 9'-4" CLG. HT. 2" SHALL BE PER INDICATED DIMENSIONS � ENTRY' 3D68 TO BE REPORTED TO N111 I 518" TYPE `X' GYP BD. ? 5/8" TYPE "X" GYP BD. 9'-4" GLG. HT. >7 9'-4" CLG. HT. 34 - -4 � — — — — — — — --- I I KNEE'WALL L co A, GARAGE CEILING AND I I I I I I AT GARAGE CEILING AND _ 2" 1 - ° j l T-4" CLG. HT. F-- - - - - - - - P I cc 56" IDP _o -' 1 /2" GYP. BD. AT 3",11 . FLAT SOFFIT 9'-4" CLG. FIT. 112" GYP. BD. AT n"I _o W FLA I SORE T OI O ---Ji I BRC. WALL) ---------� = 22'-0 1/2" 21'-10 1,12" 21'-10 1/2" 21'-10 1,/2" LEXINGTON PRINCETON PRINCETON SARATOGA UNIT "All UNIT 111311 UNIT 1'13}1 UNIT 11011 22'-6" 17'-O" I o UNIT B UNIT B UNIT C UNIT B UNIT B CONIC. GA RA E list STY. LIVING 834 734 PATIO W% THK. GARAGE FRAME WALLS 7541 7541 834 mi EDGE - 0 �I 1 1 1 ID EI i 'ISI �i I ro 9461 w T OTIAL LIVING GARAGE rt-WIE 'IY.ALLS � 1,935 GARAGE FRAME MALLS � 1535 'i 780 I EI �I I R I 51 5.1 341 12080 SGD 77:5m I o wL.J 368 2x6 WALL 2381 2301 1 9'-4' CLG. H -' ��-lir' N 235 SNA 230 250 238 GARAGE LANAI 411 9'-4" CLG. HT. NA I 8" INA: 5 -?" 32 TOTAL J.R. 5'-7" 8" CARPET 1889 ' GARAGE 19 i 6 2099 GARAGE 9'-4" CLG. HT. =I WALL ABOVE co - Z CARPET F DO NOT SCALE PRINTS! 9'-4" CLG. HT. 2" SHALL BE PER INDICATED DIMENSIONS � ENTRY' ENTRY TO BE REPORTED TO N111 I —5 112, ? 9'-4" GLG. HT. >7 9'-4" CLG. HT. 34 - -4 � — — — — — — — --- I I KNEE'WALL L I I I I I I „'-5" _ 2" 1 - ° j l I I I I I � 2668 I i I I F-- - - - - - - - P I cc 56" IDP _o 01 0 3",11 . FLAT SOFFIT 9'-4" CLG. FIT. 9'-4 CLG. HIL n"I _o W FLA I SORE T OI O ---Ji I BRC. WALL) ---------� DESK r` -- 9'-4" CLG. HT. HUTCH-- CIO KIT, N TILE c - KNEE 266842" WALL SLOPED - 6,_ 1/2' - ^" 3'-81/L W/ STAIRS 7'-31x'2 -L Z �, 5 SH. F F----------� 2868 1 - UP = � _ II 20 MIN ANCHOR N.H� j"� . o TU 111 BRC. 'NALL=' I ----------- BARRIER M1 1 -- I - I- - - - - - POST TO SLAB - I � � - - , �- - - - - - - - - - - - m� �I �F - - - - __ - - - �� _ - I I � - I - I- - � I I I _ 8x8 BILK. P.G. LINTEL W' 30u8 R 1pq �_CDLC. AT GARAGE CEILING AND co HT. 1,� L GYP. BD. AT I I GARAGE 3" 54' 9'-4° CLG. HT. ENTRY o 8'ITV. FLAT 9'4" CLC. HT. SOFFIT - - -F-- - -- - -- �- BILK. COURSE ABU. I s L� 8x8 P.C. LINTEL W/ 9'-4" GLG. NT. I I I BLK, BILK. COURSE ABV. I I L a, ; "` COL P.C. LINTEL IV/ BU(. COURSE ABV. I I I P.C. BLK. DNTE L 4V1 COURSE a 3'iF'� I I - - - COL 9'-10" 21'-10 PRINCETON 8L; COL 8x24 BLK. �*V. BU \. COL Z — — — — — — r — — — — HB COLUMN o IHB WALL i IB OF:o I I ABOVE' I I 8070 OVERHE ,D D I . MIN — 8070 OVERHEAD DR. 8070 OVERHEAD DR. 8070 OVERHEAD DR. 3'-7" 8'-1" 11'4" 11'-31/2" 9'-11" -111;'2' 9'-11" 9'-10" - 9'-10" 10'-7" 22'-0 1/2" 21'-10 1,12" 21'-10 1/2" 21'-10 1,/2" LEXINGTON PRINCETON PRINCETON SARATOGA UNIT "All UNIT 111311 UNIT 1'13}1 UNIT 11011 22'-6" 17'-O" I UNIT ;A UNIT B UNIT B UNIT C UNIT B UNIT B CONIC. BLDG. TOTAL list STY. LIVING 834 734 PATIO W% THK. 580 7541 7541 834 5284 EDGE - 0 901 AC 8391 9011 ro 9461 rE,: T OTIAL LIVING '17801 1535 1,935 '15591 1535 1 1535 'i 780 I 11669 ENTRY 4'-10" 51 5.1 341 12080 SGD 511 401 368 GARAGE 2381 2301 230 235 SNA 230 250 238 16 2 LANAI 411 9'-4" CLG. HT. NA I - INA: DINING 32 TOTAL J.R. - i 9 i 6 CARPET 1889 19 i 6 19 i 6 2099 15 7 51 9'-4" CLG. HT. =I LIVING - - CARPET F DO NOT SCALE PRINTS! 2" SHALL BE PER INDICATED DIMENSIONS � N TO BE REPORTED TO N111 I —5 112, 1 >7 1 34 = I I I KNEE'WALL 3 of 14 I I I I I I _ 2" 1 - ° j l I I I I I � 2668 I i I I -- F I cc 56" IDP 01 0 ti I I II ; , J OI O ---Ji I BRC. WALL) DESK r` -- 9'-4" CLG. HT. HUTCH-- CIO KIT, N TILE c - KNEE 266842" WALL SLOPED - 6,_ 1/2' - ^" 3'-81/L W/ STAIRS 7'-31x'2 -L Z �, 5 SH. BRG. WALLI ANELABLE _H 2868 1 - UP = � _ II 20 MIN ANCHOR N.H� FIRE DR. BARRIER M1 P DBL 2X12 SYP POST TO SLAB - HDR 41''' 3 2868 STUDS EA. END 10'-8" PROVIDE (1) LAYER OF 5/8' TYPE "X" GYP BD. 30u8 R 1pq �_CDLC. AT GARAGE CEILING AND co HT. 1,� L GYP. BD. AT GARAGE FRAME IN,ALLS GARAGE 3" 54' 9'-4° CLG. HT. ENTRY o 8'ITV. FLAT 9'4" CLC. HT. SOFFIT - - -F-- - -- - -- �- --�-_------- I 8x8 P.C. LINTEL W/ I I BLK, BILK. COURSE ABV. I COL I I I I I I H o 8070 OVERHEAD DR. 9'-10" 21'-10 PRINCETON v On nil 233-0" 4'-10" 17'-0" , 2 2 1/2° 8'-0" 12'4' CONC. PATIO W/ THK. EDGE CONIC, PATIO','1/ THK. -0" 10'-6" 1'-0" EDGE a BLX. �-` AC `o AC COL COL 12080 SGD CD25 � I I "NAI BV( COURSE A8V. 9'4" CLG. HT. I MIF 7 9080 SGD : 3" 10'-4 1 /2' 9'-4" CLG, HT. 9'-4" CLG. HT, DINING DINING CARPET CARPET 9'-4" CLG. HT. LIVING h"J I CARPET a N N 9'-4" CLG. HT. _ LIVING 12'_g" 8'-10 i/2" ?^ f _�� i 34 1;'2"H. 2x CARPET KNEE WALL I II I 13'-0" I I 36" TOP I I S2553�_t I lit 11 L t I N 34 1 E"H. 2x y I I I 9'-4" CLG. HT. I I I I I I o N KIT. Jb TOP II I I0 TILE _ --L--1- BRC. WALL i iL---- �I.,� I )468 - --�-- - �.• �, I 1,x12) DESK% 2" -9 I/� 3'-3 1/2' j 025 B K. I I -- -- HUTCH 9'-4" CLG. HT. - 35 ICOL I I NICHE KIT I I HANDRAIL ®` _ u u ", 5 SH. I I TILE "' I EL �„ I I I' NEE a I I I 8' 4" � ENTR WALL SLOPED 2668 iI�ER �I r - _- � I � I T)P I 3�ro8 9'-4° CLG. �1 . 1/ STAIRS �" - �. I I I 9'-4' CLG. HT. I 12\'2 3'-8 1/2" � '-8 1�'L � I hh i li' I + - -r-- f I I BLK. 5 SN. s I I 4?_OPING. TSF CbL I I 2'-10 1/2' I 13'-1 " I I TEL C,4BLE 2858 \ TEL/ABEL LI BRC. WALL ( q�( I -�f PANEL 2858 2868 UP I I l f �I ro II 20 MIN --------I FIRE DR. ANCHOR, W.H. 2063— DBL 2X12 SYP I BARRIER MTL — 2868 HDR 'IV/ 31 POST TO SLAB 20 MIN FIRE DP,.' T 1 STUDS EA. END 4 SH. -' a� SEE 5'-1 1/2' 10 _3" NOTE 4s 28118 -L PROVIDE (1) LAYER OF PROVIDE (1� LAYER OF 53' TYPE ,i GYP BD. -O" t 3068 5/3 TYPE ^X" GYP BD. Al, �AP,AGL CEILING AND ° BATH 3 I CLG HT A T GARAGE' CEILING AND `1° GYP, 9'-4" CLG, HT. 1 2" GYP. BD. AT BD. AT II 1 G.. GA 2G FRAME 4�ALLS GAP,AGE ER WALLS 54' ,R' GARAGE GA GE i 10'-41'_4 CLG. HT. 4gALL I ENTRY , o I Lu z 9'-4" CLG. HT. n W. FLAT 1i'-5" _' .8 9'-4" CLU.SOFFIT FIT. I ¢ uj o F ---------N Z¢m -- --- -- -c-u[ct- - ---- --1-� -----------H---G.NAL� - Ir m� P.C. LINITEL W 8 J+ I I a BLK. COURG 9'-4 SE AV' ELK I I I 1 " CLG. HT. m s W 8x24 BL'. COIL I I ,� - _T--------- LW W—— -------- =wW Ln I I I I I I I I I 80' 0 OVERHEAD DR. 8070 OVERHEAD DR. m WIWI -5 1/2' 1 10" C35 EGRESS 11'-3 1,12:,1. 1 11'-8° $'-1" 2X4 DRY 'J:A SHE 21'-10 1/2" PRINCETON UNIT 111311 a n IT se a n III= DETAIL UNITS "B" / "C" ,/ "D" 22'-0 112' LEXINGTON UNIT "All �, 'Dw, ROUGH O`NG, NOTE 33 7 �A`IDTH x HEIGHT (IN INCHES) �� AREA E,IA TSA B UNIT ;A UNIT B UNIT B UNIT C UNIT B UNIT B UNIT A BLDG. TOTAL list STY. LIVING 834 734 734 580 7541 7541 834 5284 2nd STY. 0/1NG 946 901 90i 8391 9011 9011 9461 6335 T OTIAL LIVING '17801 1535 1,935 '15591 1535 1 1535 'i 780 I 11669 ENTRY 401 51 5.1 341 511 511 401 368 GARAGE 2381 2301 230 235 SNA 230 250 238 16 2 LANAI 411 NA NA I NIA I INA: 1 4-11 32 TOTAL J.R. 2099 i 9 i 6 i 915 1889 19 i 6 19 i 6 2099 15 7 51 1i Lu iii 11 rol 1411 1/4" = 1'-0„ 'Isi ST'7' FLOCIR PI -41 NC -TES: 1. ,ALL INTERIOR FP,AME.'NALL .ARE DRAWN AND D1,1JENSIONIED TO BE 3 i/2° 440)E UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR BLOCK ARE SH04'+N AND DIMENSIONED TO BE 7 523"','4DE UNLESS OTHER1ISE NOTED. 3. ALL FULL HEIGHT BLOC"' WALLS PITH NO OPENINGS BT14N. GROUTED FILLED CELLS ,ARE CONSIDERED SHEAR MALLS. 4. INDICATES FRA,41E BEARING WALL. MALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO 4"TALL SUPPORTMIG GRAM -1Y TY LOADS ONLY. ALL UPLIFT LOADS ARE HANDLED BY QUIC'(-TIE INSTALLATION. SEE SHEET "I i FOR ADD'L INFOR1,MATIOIN 5. 91 INDICATES FILLED REINFORCED VERTICAL BLOCK CELL - CONT. FROM FOOTING TO C.M.U. TOP COURSE 5. INDICATES 8" CMU V;ALL. TOP OF +9'4 :ABOVE TOP OF SLAB. 7 . ' INDICATES 2 -HR. FIRE SEPARA 1I )y1 4V.ALL B T}9NI. UNITS. SEPARATION 110TH WALL CONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG. SERVICE SHALL BE 4'BTHIN OR PENETRATE THE SEPARATION 'IV,ALL. U. PROVIDE UL TESTED FIRE CAULKING ON ALL ELECTRICAL,PLUMBING AND MECHANICAL PENETRATION THROUGH, RATED WALLS AND CEILINCS 9. VENT DRYER TO OUTSIDE THROUGH ATTIC OR WALL. 10. PRO14DE 24w. 'TOLL CA11TY, VOID OF STUDS, BEHIND WASHER FOR PLUMBING BOX AND STACK. I L PROVIDE 12"'Iv. WALL CAVITY, VOID OF STUDS, AT SH 1i'ER CONTROL VALVE LOCATION, 12. INSTALL T1L1PE1'RED GLASS IN ,ALL SHOYER ENCLOSURES AND HAZARDOUS GLA7ING LOCATIONS. 1 3. 1E - INDICATES MIND PRESSURE IN P.S.F. FOP, WINDOW OPENING. 14. "FLR'G LINE" - INDICATES CHANGE IN FLOOR FINISH. 15, REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES. i5. PROVIDE PORTABLE FIRE 'L t1NIGUISHERS (FE) 49/ ',MLL !,1OUNTED HANGERS AT LOCATIONS SHO';!NI. LATEST REVISION DATE TO MASTER: 07-01-12 z CO L0 C W CQ LLJ � CO Q = Q ISI z o LLJ Lj cy> -,a- 717) !i W _ r I N LL Lu co a..0 � LLJ � Q l C m O CO z CO L0 C W CQ LLJ � CO Q = Q ISI z o Lj cy> -,a- 717) !i OTyr' '�I� _ r I N LL � LLJ � Q l 1 k � 1 Lu O CO z CO L0 C W CQ LLJ � CO Q = Q ISI z o Lj cy> -,a- 717) OTyr' '�I� _ r I N LL � LLJ � Q k � 1 Lu Lu IQ 0 100 > W 1i Lu DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO N111 HOMES FOR CLARIFICATION! 1 >7 11 y �V 3 of 14 1111 ORLANDO —.-. . — a c e l a v V 1 19 1 9 i.J kJ 0 m' d L„) V I Y I 1 r-1 ONE—HOUR RATED 7`16" FIRE RETARDANT SHEATHING 4' Pdll\ll�/IUll EA. SIDE OF SEPARATION WALL 8" C11IU WALL REINS, FILLED CELL j 2x6 P.1.L,� XX ` I. ;-- P ++ STUD rfr STUD 2x4 1 — 2x4 STU �� ��� STUD D z a I < d4-1 , 0' Zz�� _x. /zz_/z/z2/_///l//// i 'vv\hvVv` ,v -ver ;vvvy vv -v vv v `a a //8" EXT. PORTLAND fflI EiN T PLASTER ON PAPER BACKED E\x'PANDED METAL LATH ON TYUEI' DOLT INSTALLATION NOTES: PLUhVG STACK 24" VOID PLACE DBL.v DBL 1NALL STUD ADJ, TO/ STUD VENT PIPE STUD S WASHER BOX 1/12" x 81. THREADED ROD W,/' 1" RND. �NASHER SET IN EPO\' FILLED 5/8" DIA. DRILLED CLEANED HOLE (4" i'vi . E�1BED INTO C�, l WALL) NIIN. EDGE DISTANCE BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION WALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL TIMP". CMU TO FKr*AME WALL DETAIL AT SEPARATION WALL SCALE: M EMMA w!ill, 36 /8x83 VV IDTHTHEIGHT ,(INI INCHES) WALL LEGEND INDICATES 2x4 BEARING WALL W/ QUICK TIE SYSTE�bI HOLDDOWNS FROm TOP OF IST STORY BLOCK '!'+ALL TO SECOND STORY TOP PLATE. SEE SHEET 11 FOR ADD'L. INF0,1,ATICN INDICATES 2X4 BEARING �'JALL ABOVE LAM. BEAi1. PROVIDE STRAPPING PER DETAIL #5 ON SHT. 12 INDICATES 2—HR. FIRE SEPARATION WALL BT''ii\I. UNITS, SEPARATION WALL CONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUh.IBJMG, kIECHANICAL, OR OTHER BLDG. SERmCE SHALL BE VdTHIN OR PENETRATE THE SEPARATION YJALL. REFER TO SEPARATION WALL DETAIL(s)FOR ADDITIONAL INFORMATION. AREA TAB lliA UNIT T B1 UK1 T UNIT UNIT IT U I I A TBLDG OTAL 1st STY. LIVING 834 734 734 680 734 834 4550 2nd STY. LIVING 945 901 9101 889 901 94 6 5484 TOTAL LIVING 1780 163530 1555 16� 5 1569 1635 1780 10034 ENTRY 40 51 51 84 51 40' 317 GARAGE 238 230 230 236 230 2381 1402 LANAI 411 NA NA NA NA 411 82 TOTAL U.R. 2099 1916 1916 1889 1916 2099 11835 SECOND STORY PLAN MOTES: 1. DRYER VENT BOX —VENT THRU ROOF, 2. 24 W. MLL CAVITY, VOID OF STUDS, FOR WASHER BOX ,AND STACK. 3. 12" 4V. WALL CAVITY, VOID OF STUDS, FOR SHOWER VALVE AND "OR HEAD. 4. HAR_7ARDOUS GLAZING LOCATION, INSTALL TEiMPERED GLASS IN .ALL SHOWER ENCLOSURES AND/OR bVINDOWS. 5. DO NOT SOLE PRINTS! CONSTRUCTION TO BE FROId CALCULATED DliMENSIONS ONLY. ANY DISCREPENCIES TO BE REPORTED TO bl /I HOMES FOR CLARIFICATION. ALL FRAh1E tNALLS ARE DRAWN AND Dh11ENSIONED TO BE 3 1/2° tiVIDE UNLESS OTHERWISE NOTED. 5. PROVIDE DRAIN PAN BELOI�V EACH WASHER. DRAIN LINE TO EXTERIOR. 7. PROVIDE 2X4 .AT 24" O.C. VERT. LADDER BLOCKING AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME tNALLS FOR INSTALLATION OF INSULATION. LATEST REVISION DATE TO WASTER: 0? -01-12 �J T CO U Z ' � ^ o p � � Q�=o J �' CO J LLZ-r5 c -,[LL t_t_t ffi tZ � LO r E :W Lij F_ ::D 0 C/) _9 c/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENC IES TO BE REPORTED TO 1141 HOMES FOR CLARIFIC,ATION! � 1 } 4'4t'i n 4 of 14 Wl1 ORLANDO FACE OF STUD FALL KNEE Y{,ALL - TOP AT 42"-, GIRDER PER GIRDER (BEYOND)-, FRAMING PLAN BEARING 41 11N INA �=_LL 1' NOSING W UPPER LANDING 1t STAIRS TO BE SUPPORTED BY GIRDER ABOVE CTI I THIR" U PPER STAT -UNIT "A" - SEE SECTION /` DETAIL SHITS. FOR ADD'L. INFORiMATION 3/4' PLY".0, ON 2x12 FP,MG AT READS 42'19. KNEE 'NALL 3'- 2" (5) RISERS BEYOND N 1x10 STRINGER\ i I" NOSING 10" / 3/4"PL RISER 2x12 TREAD 2x12 CARRIAGE W/ SPACER AT SIDE WALLS PER PLAN 10 1 SEE SECTION( / DETAIL SHTS. FOR ADD'L. INFORMATION 3,x`4" PLY14'D. ON 3/4' PLrZ. / 2x8 JOISTS AT LANDING RISER ;FULL HT. � 14ALL BEYOND TOP OF LANDING con 1/2" DRYW',ALL -�! - HAND o �Ir RAILING 5 1/ UNDER S1,AIRS ,' � I -5 1/2" OPEN RAILING " � i 2x12 CARRIAGE TYPE X" IN - ON CURB O \ s I\ , D 5. ACER AT J 3 /4" PLYHYD. GARAGE I IVB SIDE WALLS o 0 2x12 TREAD 2x12 CARRIAGE 10,- J W/ SPACER .AT z Q o 1 II x y ¢ I - , 3'—b" _ I GARAGE w d S - FLOOR O O --J-------------- ------ - - - - - - - - - - CTI I THIR" U PPER STAT -UNIT "A" - SEE SECTION /` DETAIL SHITS. FOR ADD'L. INFORiMATION 3/4' PLY".0, ON 2x12 FP,MG AT READS 42'19. KNEE 'NALL 3'- 2" (5) RISERS BEYOND N 1x10 STRINGER\ i I" NOSING 10" / 3/4"PL RISER 2x12 TREAD 2x12 CARRIAGE W/ SPACER AT SIDE WALLS PER PLAN 10 1 SEE SECTION( / DETAIL SHTS. FOR ADD'L. INFORMATION 3,x`4" PLY14'D. ON 2x8 JOISTS AT LANDING 5-2 (4) RISERS ;FULL HT. � 14ALL BEYOND TOP OF LANDING - - M 1 - HAND w �Ir RAILING -5 1/2" OPEN RAILING ON CURB Z D \ J 3 /4" PLYHYD. c o 0 RISER 2x12 TREAD 2x12 CARRIAGE z W/ SPACER .AT z Q o SIDE WALLS PER PLAN I. 3'-2" STAIR SECTION AT UNIT °'C°l SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION HANDRAIL 'i41TH CIRCULAR CROSS SECTION DIAMETER BTINN. 1 1/2" TO 2", OR PROVIDE CROSS SECTION OF EQUIVALENT GRASPABILITY PERFORMANCE / TOTAL STAIR RUN 3/4" PLYND. ON 2x8 JOISTS AT LANDING TOP OF LANDING j/4" PLYWD. ON 2x8 JOISTS AT LANDING j E i CONCRETE SLAB TO PLY�NOOD SECOND FLOOR HT. = 123.75" r' 17 RISERS = 7.57" RISER TREAD (NOT INCLUDING NOSING) = 10" WIDE -2x8 BLOCKING BEHIND HANDRAIL TOP AT 39" ,ABOVE EDGE OF TREAD Z 1x10 STRINGER k1" NOSING/2x12 TREAD-\ 3'4" PLY++ID. _ z RISER J O O � J W D CO xz w � O � O � NOTE: PICKETS SHALL BE PLACED NO GREATER THAN 4" O.C. TYP, RISER = 7,57" TYP. TREAD =10" REFER TO FLOOR PLAN FOR STAIR CONFIGURATION -3/4" PLYWOOD 1' NOSING -,,/FLOORING 10" (TYP.) FLOOR TRUSS NAIL (2)2x4 TO BOTTOM OF / J FLOOR TRUSS 12" OR LESS IN / / ® DEPTH / ZL j 2x8 STAIR LEDGER CONNECT TO FLOORTRUSS W/ (2)1Dd NAILS AT S' O.C. MAX. OR EQUIVALENT CONNECT CARRIAGE TO LEDGER W/ (2)104 TOE -NAILED COMMONS STAGGERED EA. SIDE CONNECT PLYWD. RISER TO TREAD INITH (4) 8d NAILS -2x12 CARRIAGE AT SIDES AND CENTER OF STAIRS WITH 2x0 / SPACER .AT SIDE WALLS / / CONNECT SPACER TO EA. STUD IWi / (2) 10d COMMONS 2x4 P.T. KICK PLATE SCALE: N.T.S. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP (RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SMALL TERMINATE IN NEWEL (POSTS OR SAFETY TERMINIALS. HANDRAILS ADJACENT TO A I'.ALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" (38MM) BET(VEEN THE WALL AND THE ,HANDRAILS LATEST REVISION DATE 70 DIASTER: 07-01-'12 0 Lu Lu LLj O 1 W rz M 1 CO w �Ir �T L -J `W o� = z � z Q o x y ¢ O w d � O O / TOTAL STAIR RUN 3/4" PLYND. ON 2x8 JOISTS AT LANDING TOP OF LANDING j/4" PLYWD. ON 2x8 JOISTS AT LANDING j E i CONCRETE SLAB TO PLY�NOOD SECOND FLOOR HT. = 123.75" r' 17 RISERS = 7.57" RISER TREAD (NOT INCLUDING NOSING) = 10" WIDE -2x8 BLOCKING BEHIND HANDRAIL TOP AT 39" ,ABOVE EDGE OF TREAD Z 1x10 STRINGER k1" NOSING/2x12 TREAD-\ 3'4" PLY++ID. _ z RISER J O O � J W D CO xz w � O � O � NOTE: PICKETS SHALL BE PLACED NO GREATER THAN 4" O.C. TYP, RISER = 7,57" TYP. TREAD =10" REFER TO FLOOR PLAN FOR STAIR CONFIGURATION -3/4" PLYWOOD 1' NOSING -,,/FLOORING 10" (TYP.) FLOOR TRUSS NAIL (2)2x4 TO BOTTOM OF / J FLOOR TRUSS 12" OR LESS IN / / ® DEPTH / ZL j 2x8 STAIR LEDGER CONNECT TO FLOORTRUSS W/ (2)1Dd NAILS AT S' O.C. MAX. OR EQUIVALENT CONNECT CARRIAGE TO LEDGER W/ (2)104 TOE -NAILED COMMONS STAGGERED EA. SIDE CONNECT PLYWD. RISER TO TREAD INITH (4) 8d NAILS -2x12 CARRIAGE AT SIDES AND CENTER OF STAIRS WITH 2x0 / SPACER .AT SIDE WALLS / / CONNECT SPACER TO EA. STUD IWi / (2) 10d COMMONS 2x4 P.T. KICK PLATE SCALE: N.T.S. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP (RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SMALL TERMINATE IN NEWEL (POSTS OR SAFETY TERMINIALS. HANDRAILS ADJACENT TO A I'.ALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" (38MM) BET(VEEN THE WALL AND THE ,HANDRAILS LATEST REVISION DATE 70 DIASTER: 07-01-'12 0 Lu Lu LLj O i v I� Lij v CO Q0 z m t- o u ZLO Q Lu 8 =�z"Ich O o tiuSc-,iLL- LL1 m IZ ui C? JI _ DO NOT SCALE PRINTS! CONSTRUC110N SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO ki01 HOMES FOR CLARIFIC�TIbN! MII ORLANDO 1 �Ir i v I� Lij v CO Q0 z m t- o u ZLO Q Lu 8 =�z"Ich O o tiuSc-,iLL- LL1 m IZ ui C? JI _ DO NOT SCALE PRINTS! CONSTRUC110N SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO ki01 HOMES FOR CLARIFIC�TIbN! MII ORLANDO — Z 3 v >< c: C m 3 = ELECTRICAL LEGEND - STANDARD SWITCH 3 WAY SWITCH 4 WAY SWITCH DIMMER SWITCH PUSH BUTTON DUPLEX OUTLET A C.F.I. DUPLEX OUTLET WPr GFI WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET 1LI � UNDER COUNTER DUPLEX OUTLET ® CLG. MOUNTED OUTLET FOR CAR. DOOR OPENER PRE -WIRED JUNCTION BOX P W PRE -WIRED FAN JUNCTION BOX Y CEILING MOUNTED LIGHT FIXTURE `!P CEILING KIOUNTED-VAPOR PROOF LIGHT FIXTURE ATTI C PC LGT ATTIC PULL CHAIN -RN- RECESSED LIGHT FIXTURE oVP RECESSED -VAPOR PROOF LIGHT FIXTURE `0 'MALL MOUNTED LIGHT FIXTURE -O COL TN COACH LIGHT (PRE -WIRE AS NOTED) FLOOD LIGHT 0 1x4 1';(4' FLUORESCENT LIGHTING 0 2x4 ?'X4' FLUORESCENT LIGHTING - FLUORESCENT STRIP C UNDER CABINET FLUORESCENT STRIP WALL MOUNTED INCANDESENT STRIP �l E.F. EXHAUST FAN ;tel LITE EXHAUST FAN WITH LIGHT SMOKE ti CARBON MONOXIDE DETECTOR SPEAKER FRE -WIRE ELECTRICAL PANEL L=-, A/C DISCONNECT ELECTRICAL METER TELEVISION OUTLET TELEPHONE JACK CI NMIORK JACK 1st SN. ELECTRICAL PLAN ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ,ALL .APPLICABLE LOCAL, STATE AND 2008 NEC. 2. ,ALL FAN, PHONE AND T.V. PRE VIRE LOCATIONS SHALL BE DE-TECRiMINED & VERIFIED AT PRE -CON MTG. 3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ,ARC -FAULT CIRCUIT INTERRUPTER(S) AND SHALL "TAiMPEP, -RESISTANT" PROTECTION DEVICE. 4. ALL GARAGE OUTLETS SHALL BE G.F.I. 5. ,ALL SMOKE DETECTORS SHALL BE HARD ,AIRED & EQUIPPED �N/ BAS 1 ERY' BACK-UP &WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALAR'>i WILL ACTUATE ALL ALAMJS. 6. CARBON MONOXIDE ALARMS SHALL BE INSTALLED ,"JITHIN 10'-0" OF EACH DESIGNATED BEDROOM. 7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR. 8. ALL RECEPTACLES IN DAMP AND VlET LOCATIONS SHALL BE WEATHER RESISTANT TYPE DEVICES. 9. ALL GARAGE SET 1V.H, SHALL HAVE PROTECTIVE POST, WHERE NECESSARY. LATEST REVISION DATE TO MASTER: 07-01-12 11 0 O T v 00 C�oz w � w^ co �zco, Q w = o c"i i O o J LL,v?CNtL- Lu m Ll a - M L j 1', ui O �1 co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES POR CLARIFICATION! I< 6 Of 14 Mil ORLANDO v• w r e v �� i 9 9 0 ■ ELECTRICAL LEGEND STANDARD SWITCH co 3 VV,AY SWITCH `r 4 WAY SWITCH DIMMER SWITCH. b PUSH BUTTON ur DUPLEX OUTLET GFI O.F.I. DUPLEX OUTLET 4VP,+`GFI WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING �,fOUNTED DUPLEX OUTLET UC UNDER COUNTER DUPLEX OUTLET C3�lc:,`� CLC. MOUNTED OUTLET FOR GAR. DOOR OPENER s PRE -WIRED JUNCTION BOX `AN PRE -WIRED FAN JUNCTION BOX - CEILING MOUNTED LIGHT FIXTURE UP CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE ATTIC F.C. LCT. ATTIC PULL CHAIN! RECESSED LICHT FIXTURE $VP RECESSED -VAPOR PROOF LIGHT FIXTURE -0 WALL MOUNTED LICHT FIXTURE COACH COACH LIGHT (PRE-i'lIRE AS NOTEDI FLOOD LIGHT 1'x4' FLUORESCENT LIGHTING 0 Ix4 0 %x4 2'x4' FLUORESCENT LICHTING FLUORESCENT STRIP C UNDER CABINET FLUORESCENT STRIP WALL MOUNTED INCANDESENT STRIP E.F. EXHAUST FAN Jul LITE EXHAUST FAN '11TH LIGHT OD 9,10KE 1, CARBON MONOXIDE DETECTOR O SPEAKER PRE -WIRE ELECTRICAL PANEL A/C DISCONNECT ELECTRICAL METER N TELEVISION OUTLET �I TELEPHONE JACK SCI NEPWORK JACK ELECTRICAL NOTES: 1, ELECTRICAL LAYOUT SHOWN IS SCHENiATIC. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET .ALL APPLICABLE LOCAL, STATE ,AND 2008 NEC. 2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED & VERIFIED AT PRE -CON MTG. 3. ,ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTERS) AND SHALL "TAMPER-RESISTANT" PROTECTION DEVICE. 4. ALL GARACE OUTLETS SHALL BE G.F.I. 5. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED k BATTERY BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTUATE ,ALL ALARNAS. O. CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0" OF EACH DESIGNATED BEDROOM. T. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR. 8. ALL RECEPTACLES IN DAMP AND 'NET LOCATIONS SHALL BE 'HEATHER RESISTANT TYPE DEVICES. 0. ,ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, WHERE NECESSARY. 1/4" = 1'-O„ llillmm Al LATEST RE`v'ISION DATE TO MASTER: 07-01-12 AMC '© DO NOT SCALE PRINTS CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M"I HOMES FOR CLARIFICATION! I, Ify 7 Of 14 Wl ORLANDO r co U00 00 ur A Lu o O m cnLO Q LL, o Of C3�lc:,`� s �zo� C2 Q _j _a cn c\j LL L -I m a DO NOT SCALE PRINTS CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M"I HOMES FOR CLARIFICATION! I, Ify 7 Of 14 Wl ORLANDO cy-) co A Lu Of s a 0 C> ui LLI DO NOT SCALE PRINTS CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M"I HOMES FOR CLARIFICATION! I, Ify 7 Of 14 Wl ORLANDO �x —" '" ' �•• "• LJIMI I L -j l.11'41 1 V %JIvI I u UI%11 1 ® %-j1V1 1 ii CURB '�DTF1 AS STATED ON PLANS VARIES VARIES I �— VARIES c- FIN. ZZD FI,i. co �• GRA E �„ LAM.AI SLAB ® OR ENIRY 3-r5 BARS VJ PAWRS ! CONT. ON -#5 BATS 3-r5 BARS 3 -?5 SARS 1'-i0" I CHAIRS COMT. O,V i'-i0'CONT. ON r C -i0° CON ON cHAIRs ' CHAIRS '' cl-I.aIRsTR� I E L� B �'�',� � T�°'P� 1-187� � �°�P�� 21 -STY', `� SLA�:� T H E. T SLAB ER IE SLAB EDGE WALLS BOG. WALL 0 0 0 3-;'5 BARS CDC.O,N CHAIRS INT. FRAME ERG, WALL FTG. VERIFY w cam? DOOR MANUF. O i1 I/ SLOP I u 1..M 0 Iz —i 0 RLu=o < �I C rn �o o m I DRI'✓L PH - ON CHAIRS L IZ 16" SIJ 11 ql SLAB EDGE FTG, AT GARAGE DOOR OPNG. � SLOPE s 0 L3° 1 �5 CONT. PATIO/ENTRY SLAB EDGE 17 1/2' CURB VARIES -4VARIES ot 15 BAR 4° AT 24 O.C. - SMS CONT. ON CHAIRS L R-AISEDCURB FTG, 7 BTVVN, GARAGE INT. WALLS VARIES i'-0' i '5 CONT. 11 INT, NON-BRG, SLAB STEP Dail. FTU VAP.I7 ; 1" ® 3- 11 >5 BARS CO !T. ON 0" I CHAIRS INT, BL. WALL FTG, AT SLAB STEP DN. BTWN. GARAGE AN, UNIT INTERIOR WALL z y5 B AR } r 7 AT L'y° O.C. 4- 5 BARS 2'-0' CONT. ON CHAIRS T 'PIuAL FTS. IMT, SEPARATION Wal I :� SRG. WALL V.aRIES FCONT.3CARS ON CHAIRS INT, BRG, WALL FTG .TLB STEP DSI, 8° GIIU MALL i--,-15 BAR DO FE LIN0 I LA. RLIPI, . CRADE 1/ FILLED CELL 1 TOP OF FTG. iI2" A.F.F. I COi�T. 2'-0' CONT. CONC. FTG. s�r�l'l STEM WALL DETAIL AT FNTRY TYPICAL EDGE 2)z I 0 3 PIPING PIPE (5 DIA. MAX.) SLEEVE (DIA. LARGER, THAN PIPE) TYP, PIPE TFIRU FTG. DE TIA 11 LAS REQ'D, STEM! I MONO I,IONO STE ,i EXTEND STEM •'TALL FTG. D 0TH OF P,EB.AR ?'-i' I,VTO IdONOLITHIC IONOLITHIC SLAB SLAB EDGE LDLL TO !,LATCH SOT. OF STLI,I V.!ALL FTG. PATERS O.`! SOIL CPJE,K/ SAND BASL GRADE STM FTG.TREBARS� 2'-b" �a BRICK PAVER DETAIL STEM WALL FTG, TO MONO Rl AR FnrF TRAN, MON FOU0,00N NOTES: i. 2 INDICATES FILLED CELL W/ 3,000 PSI GROUT ','1/ i-#5 REBAR UNLESS NOiLD OTHER'i,1SE. 2. DO NOT SCALE PP,INTS! CONSTRUCT FROG! CALCULATED DIMENSIONS ONL't..ANY DISCP,EPANCIES TO BE P,EPORI�D TO',f/I HOh,dES FOP CLARIFICATION. 3. RELFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING WALL, AND CONCUIT UNDER SLAB LOCA TIO JS. 4. .AC PADS TO BE 12., IN. CLEARANCE FROM SLAB EDGE. 5. T.O.F. = TOP OF FOOTING LATEST REVISION DATE TO MASTER: 07-01-i? LU LU w O 0 W 8 of 14 Ull ORLANDO cam? O CO CO 00 Z i U ww co C6c� C) ^ 1..M 0 Iz —i 0 RLu=o < �I C rn M J { a. �L nl I L IZ Lli DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDIC N ED DC.IENSIONS ONLY, A+.N'r` DISC.REPENCIES TO BE REPORTED TO h1.I KiMES FOR CL4RIFICAtTION! W 8 of 14 Ull ORLANDO cam? O CO CO 00 Z i U ww co C6c� C) ^ 1..M 0 Iz —i 0 RLu=o < �I C rn M J O <! �L nl a -s L IZ W 8 of 14 Ull ORLANDO cam? r W Li? CN r II LLI —i LU �I �1 tz Lli DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDIC N ED DC.IENSIONS ONLY, A+.N'r` DISC.REPENCIES TO BE REPORTED TO h1.I KiMES FOR CL4RIFICAtTION! W 8 of 14 Ull ORLANDO PLUMBING & UNDERGROUND PLAN INDICATES klIN. 2—HR. FIRE SEPARATION WALL BT N, UNITS. NO ELECTRICAL, PLUMBINC, MECHANICAL, 0.R OTHER BLDG. SERVICE SHALL BE WITHIN OR PENETRATE THE SEPARATION INALL. REFER TO SEPARATION WALL DETAIL(s) FOR ADDITIONAL INFORiMATION. LATEST REVISION DAT` TO MASTER: 07-01-12 ll DO NOT SCALE PRINTS! CONSTRUCTION SHALL DE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M,,`1 HOMES FOR CLARIF1C,ATION! 1 !i --� 1, A 9 of 14 N411 ORLANDO o 00 U 0? -1 LLI cfl � Lu Lu Q o C" M ® LL nl LL a CL Lu i i DO NOT SCALE PRINTS! CONSTRUCTION SHALL DE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M,,`1 HOMES FOR CLARIF1C,ATION! 1 !i --� 1, A 9 of 14 N411 ORLANDO o 00 U 0? L U LLI cfl � Lu Lu Q o C" M ® LL nl LL LU CL DO NOT SCALE PRINTS! CONSTRUCTION SHALL DE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M,,`1 HOMES FOR CLARIF1C,ATION! 1 !i --� 1, A 9 of 14 N411 ORLANDO DCN LS? A Lu Lu i e� Lu f ILLJ 0C/) JI 00 DO NOT SCALE PRINTS! CONSTRUCTION SHALL DE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M,,`1 HOMES FOR CLARIF1C,ATION! 1 !i --� 1, A 9 of 14 N411 ORLANDO L3 1 aA 1 1 Ii v e w 1 1 1..f LJ I Y I I L_.; %.,I %I 1 v •.. • — --_ LINTEL NOTES: 1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS. 2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI @ 28 DAYS 3. REBAR STEEL SHALL BE MIN. GRADE 40 DEFORMED. 4. LINTELS NIANUFACTURED BY QUALITY PRECAST ARE ACCEPTABLE PER FL. PRODUCT ,AP'PROV'AL. 5. ADD'L CONC. FILL W/ 1-#5 BAR IN °U" LINTELS IS ACCEPTABLE BUT NOT REQUIRED FOR LINTEL SECTIONS #2 AND #2R. LINTEL SECTIONS: ON TOP ECOURSE CAST UFILL NTEL W CONC. 1-#5 1 1 (MIN. 6-1/2° BRG. ON ENDS) co 8"H. RECESSED PRECAST J U" LINTEL -UNFILLED W,` 1-#5� 1 (MIN. 6-1/2" BRG. ON'ENDS) 61R 8"H, KNOCKOUT CMU TOP ' COURSE FILL W/ CONC. & 1-#5 FELT PAPER OR SCREEN �o o o UNFILLED CMU COURSE(S) 8"H. PRECAST "U" LINTEL- UDIFILLED �f (,MIN. 4" BRG.ON ENDS) 8'H. RECESSED PRECAST "U" LINTEL -UNFILLED 0 (,mlN. 4' BRO. ON ENDS)(i) /4n = ,'-O„ LATEST REVISION DATE TO MASTER: 07-01-12 Q ®: 8°H. KNOCKOUT CiMU TOP COURSE FILL W/ CONC. & 1-#5 - CMU COURSE(S) FILL 9 r W/ CONC. o o I ro 8"H. PRECAST OR PRESTRESSED 'U' LIN TEL -FILL IN/ CONC. & 1-45 s (MIN. 6-1/ . 2" CRG. ON ENDS) I 8°H. RECESSED PRECAST 4@"U" LINTEL -FILL W/' CONC. & 1-#5 4R(MIN. 6-1 '2' BRG. ONENDS)� 7. 8'H. KNOCKOUT CMU TOP T Q s . 8"H. KNOCKOUT CMU TOP s - CO N �I 00 00 M CO _ s_ v _ LLI c0 W cio Lu 0 � O= = �-- U _ f COLD JOINT a� e 11 Of 0 f LL LL '4— (MIN. LU �; ?C #3 STIRRUPS 54/ ACI 150' a � HOOK 9 12" O.C. ®: 8°H. KNOCKOUT CiMU TOP COURSE FILL W/ CONC. & 1-#5 - CMU COURSE(S) FILL 9 r W/ CONC. o o I ro 8"H. PRECAST OR PRESTRESSED 'U' LIN TEL -FILL IN/ CONC. & 1-45 s (MIN. 6-1/ . 2" CRG. ON ENDS) I 8°H. RECESSED PRECAST 4@"U" LINTEL -FILL W/' CONC. & 1-#5 4R(MIN. 6-1 '2' BRG. ONENDS)� 7. 8'H. KNOCKOUT CMU TOP T Q s . 8"H. KNOCKOUT CMU TOP s - CO N �I 00 00 M CO _ s_ v _ LLI c0 W cio Lu 0 � O= = �-- U _ Q Lu COLD JOINT a� e 11 Of 0 <r LL LL '4— (MIN. LU �; ?C #3 STIRRUPS 54/ ACI 150' a � ®: 8°H. KNOCKOUT CiMU TOP COURSE FILL W/ CONC. & 1-#5 - CMU COURSE(S) FILL 9 r W/ CONC. o o I ro 8"H. PRECAST OR PRESTRESSED 'U' LIN TEL -FILL IN/ CONC. & 1-45 s (MIN. 6-1/ . 2" CRG. ON ENDS) I 8°H. RECESSED PRECAST 4@"U" LINTEL -FILL W/' CONC. & 1-#5 4R(MIN. 6-1 '2' BRG. ONENDS)� 7. 8'H. KNOCKOUT CMU TOP 5 COURSE RLL W1 300D PSI CONC. & 1-#5 s . 8"H. KNOCKOUT CMU TOP s - #3 STIRRUPS W/ N �I j - COURSE FILL W,+ CONC. & 1-#5 - @ 16" O.C. 1 3"H. PRECAST OR PRESTRESSED "U" LINTEL -FILL Wr 3000 PSI CONC. & 1-#5 PRECAST OR PRESTRESSED "U" LINTEL -FILL W/ CONC. & 1-#5 (wN. 6-1/2° BRO. ON ENDS) 4"H. CMU FILL W/ CONC. - NO a ° (HIN. 6-1/2" BRG. ON ENDS) COLD JOINT a� e 11 Of 8"H. RECESSED PRECAST L J 'U" LINTEL -FILL IN/ CONC. & 1-#5 6-1112" 3R 03 2" ERG. ON ENDS) ON TOP COURSE RLL �I G� Yl 1, CONC. 2 - (MIN. (MI I. 6-1/2" SRO. ON ENDS) #3 STIRRUPS 54/ ACI 150' ®: 8°H. KNOCKOUT CiMU TOP COURSE FILL W/ CONC. & 1-#5 - CMU COURSE(S) FILL 9 r W/ CONC. o o I ro 8"H. PRECAST OR PRESTRESSED 'U' LIN TEL -FILL IN/ CONC. & 1-45 s (MIN. 6-1/ . 2" CRG. ON ENDS) I 8°H. RECESSED PRECAST 4@"U" LINTEL -FILL W/' CONC. & 1-#5 4R(MIN. 6-1 '2' BRG. ONENDS)� 7. 8'H. KNOCKOUT CMU TOP 5 COURSE RLL W1 300D PSI CONC. & 1-#5 #3 STIRRUPS W/ N ACI 180' HOOK @ 16" O.C. 3"H. PRECAST OR PRESTRESSED "U" LINTEL -FILL Wr 3000 PSI CONC. & 1-#5 50 (wN. 6-1/2° BRO. ON ENDS) 4"H. CMU FILL W/ CONC. - NO COLD JOINT jai; j 8"HL PRECAST "U' LINTEL ON TOP COURSE RLL N ' Yl 1, CONC. 2 - II (MI I. 6-1/2" SRO. ON ENDS) #3 STIRRUPS 54/ ACI 150' B HOOK 9 12" O.C. DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, AN iDISCREPENCIES TO SE REPORTED TO M//I HOMES FOR CLARIFICATION! I, 10 of 14 0 Nl/I ORLANDO 5 a. LJL.1 Lu L LLI C/? �1 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, AN iDISCREPENCIES TO SE REPORTED TO M//I HOMES FOR CLARIFICATION! I, 10 of 14 0 Nl/I ORLANDO wtmo 1 a r —• -• • — -- -- - — LINTEL MOTES: 1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS. 2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI d, 28 DAYS 3, REBAR STEEL SHALL BE MIN. GRADE 40 DEFORMED. 4. LINTELS MANUFACTURED BY QUALITY PRECAST ARE ACCEPTABLE PER FL. PRODUCT ,APPROVAL. 5. ADD'L CONC. FILL 'r'1;�' 1-#5 BAR IN 'U" LINTELS IS ACCEPTABLE BUT NOT REQUIRED FOR LINTEL SECTIONS #2 ,AND #2R. LINTEL SECTIONS; 8"H. PRECAST "U' LINTEL ` ON TOP COURSE FILL T IN CONC. 1-#5( s (MIN. 6-1/2° BRC. ON ENDS) co 8"N. RECESSED PRECAST - J (� U" LINTEL -UNFILLED 111-#5�SlR (MIN. 6-1/2' BRC. ON'ENDS) 8"H, KNOCKOUT CMU TOP �-`' COURSE FILL IN/ CONC. & 1-#5 _ FELT PAPER OR SCREEN ---- --- co cD � _ o o UNFILLED CMU COU RSE(S) 8"H. PRECAST "U" LINTEL- lI UNFILLED 1 I,MIN. 4" BP,G.ON ENDS) 8"9. RECESSED PP,ECAS T 'U° LINTEL -UNFILLED 2 (M 4' BRG. ON ENDS) 0IM. ®. 8"H. KNOCKOUT CMU TOP ® , - COURSE FILL 'i'1/ CONC. '� i-'5 -- D I 8"H. PRECAST OR PRESTRESSED "U" LINTEL -FILL ''i f CONC. ? 1-Y5 j +" (mim. 5-1p, BRG. ON ENDS) - 8'H. RECESSED PRECAST COUP -H FILL 1V/ 3000 PSI COLIC. & 1-„g5 "U" LINTEL -FILL 'N/ CONC. & 1 -Pa 1 6-1/2" BRG. OF! ENDS) 03F� ('MIN. 8'H. KNOCKOUT CMU TOP -- COURSE FILL Wei CONC. & i -?5 CMU COLIRSE(S) FILL ', v "'i" CONC. o 0 � I _ 0 8"H. PRECAST OR PRESTRESSED ro 'U' LINTEL -FILL V./ COIL. & 1-p (,MIM. 5-112' 9RG. OWN ENDS) 8°H. RECESSED PRECAST U' LINTEL -FILL W/ COLIC. & 1-#'5 { et ) (Mill. 6-1/2" ERG. 0111 ENDS)' 4R LATEST REVISION DATE TO MASTER: 07-01—'12 Fo 4 1 00 U Z wLO M � o 0 coo �2CJlL Q w = o -iZNM i CD o LL 5 L nl LL Gl CLI CL Clr) Q L0 WE b LLJ co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO HOMES FOR CLARIFICATION! it a 11 of 14 a M!'I ORLANDO 8"H. KNOCKOUT CIJU TOP COUP -H FILL 1V/ 3000 PSI COLIC. & 1-„g5 13 STIRRUPS IN/ Ail 130' HOOK ^' 9 16” O.C. I ' 8°H. PRECAST OR PRESTRESSED "U" UNTEL-RLL W/ 3000 PSI CONIC. & 1-#5 00 (MIN. 6-1 /2" ERG. ON ENDS) 4"4. CMU FILL 1V/ CONC. - NO COLD JOINT 8"H. PRECAST "U" LINTEL ON TOP COURSE FILL 'l/ CONC. 2 -#5 [laid (MIN. 6-1/2' BRG. OWN ENDS) u3 STIRRUPS 1Y/ ACI 150' 0NOOK @ 12„ O.C. LATEST REVISION DATE TO MASTER: 07-01—'12 Fo 4 1 00 U Z wLO M � o 0 coo �2CJlL Q w = o -iZNM i CD o LL 5 L nl LL Gl CLI CL Clr) Q L0 WE b LLJ co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO HOMES FOR CLARIFICATION! it a 11 of 14 a M!'I ORLANDO .. . . _ '-R 7 A A . . . _ 12 FRE-_idGINEER-D ROOF -RUSS OR CON'J. FEs ,I,1ED PAF -EE SIf,1PSON _ITRAP AT E.A. TRLJJ MAILS PER SC-IEDUL- ' IVB 1 rx vlVf 1 ® U11,41 1 ® UIN11 1 L.r U1V1 1 0 UIVi I Ip a—.#IVI II ►-o 'HETY,L: `iRAJ AIL iL SC :- ULE UPLIFT OF NA LS \Y,LUE °E,'DJPEC �8 1�I a110� 1 1 '200 c 1 1 BCC' (4')1 _Id . 1 1 ?' UNLESS �JHER41SE NOTED ON THE F' l IJ l IF LOAD FEOJ R-9,1ENTS 13-AINED FROM SEALED ENGIkEERING DR1",',1NCS ER+C'h,1 TRUSS ivIAINL'F FLOOD -F L E — GAB ENC F F. TRUSS AT 24 Ci.I. I,iAX.� } CJ1P1T. KIK' ? ARD i �T TDF & EOT -HARD � t CONNECT D Er,. FLR. — SETSA,C� Fp,CE OF Lb r TRUSS „ ,4,,�lEa FAILS 1FUS_ �P BE41 1 2" ooco SETB � FAC C'F I1.1U 'HALL SI�-`FSDN"H_T ^D" ANCHOR4" F I I,I BOARD 1 E AT ?} .J.0 f,i '. - PP,O,IDE FACE OF BID -K. CI,U l4'A__ BCT. CH' R71� FOR NAILING OF BLK. WALL FILL ALL AI- HCI -:S 2" WIN. DIMENSION - SIVilSOI "HETAT ANCHOR Al A. FLOOR TRUSS TO STRAP FROM l =1LL LL id AIL HOLES FACE OF BLK. WALL;' TYPICAL FLR TRUSS / BEAM ? PERPENDICULAR TO CMU FALL 12 UPLIFT STRAP CONNECTION INLESS CT EF',41SE iN )TED 'Pi THE LA!d _ or PL) 'E" -]P. F S F%DEF' TRJSS F TC TREES JL ,1P' 'll LGI_R,1 G- VII/ R TO IRLS J I,1A ; IJ LIFT i 4;•4LL C0'di1E.' HAN'ER TO 1 • ' - i rS "P.11'SON 'TTEN HC FLAT GIRDER TRUSS TO CICU TALL 12 HANGER CONNECTION 4 X -BRA ii'J: a4 30); FRA',1- ,,- 48" C.C. '1A v'i; +'S3 } D 11' . TJ tiHE,TNI��1C EA. 3DE I,COI%INE T TO T�4 lh' F ^�� FIPST C TPUS'S BAYS - _� �dALS r" O.i�.I •A,T FIPJT -FUSS r.: DD. R, ,2 ��1,, OR r. TIUS_�E, FE, PL�II�, ��i, lE,.T EA. Eh_ EA'�'S GOi,ll{EC.T E�. �.�Rh_R ,,: i-11�d lv ' '11 Od I OE'd,AILS TOEiI I_ - i lb Da :, .BLE -1D FLR 17I __1, L,R LV,'. 6E', i °ER PLAN ! !APD 1 '_ FR -CV FACE m OF B -DICK ��r`.le. BLD'CK �','�ALL� � PP ,IDE SII+IPS.=�I'�l "HETA��� � A- ALTERNATE 24" C,'Ri ':. PROVIDE SOLID BRACING BTWN. A" D I;)Ell CCII T l STRAP 1ERT. ILEI . 6' v' ! TR S TO 2� EO-. FPCI;1 F CF BLI' 'NikLL�' � CHORDS SIF 1-1AILII`1G FIL ALL IAL FLR. TRUSSES HcLE PERIMETER WALL DETAIL i 2 TRUSSES PARRALLEL TO WALL CMU SEPARATION WALL BTWIA. UNITS ■ 4 PARALLEL TO CIi"IU WALL 12 UPLIFT ST11 RAP CONNECTION UNLESS ,-THER4'±IS- i•IO`E'C Ci`I I E PL•A'd SlIMPSON "LSTA12" OR QUICK -TIE "LS12" FLAT STRAP CONNECTING EA. 2ND STY. STUD TO TOP PLATE CENTER STRAP ON BOT, OF TOP PLATE � WD','l. OPENING PER PLAN DBL. STRAP AT EA. SIDE OF OPNG. G1�C F F'_ISS iP L:L CONNECTOR VARIES -SEE EE !,4 F_ LAhI PLAN FOR INFORYATION , SI'.1FSCP! °HTTIE" h/ \-SIYPSON "LST.Al2" OR QUICK -TIE "LS12" FLAT STRAP F HF A. iEC R i -i CONNECTING EA. 2ND STY, STUD TO GIRDER TRUSS OR T'' BL'r ,' ALL D - T I'J EF���r, l -1LLEG-I'�,LE BEAM. CENTER STRAP ON BOT. OF TRUSS OR BEAM ,+,'/ I„'IP:. E',IBEJ FIL A.LL HAI- H'CLES 2ND STY FRAME WALL TO GIRDER 2 RAPOR BEA� STCONNE CONNECTION ,,, a� ��: r • �- � - - T c- LVL BE,�,i ,.F GIRD_F �c,, crl, In" I', / TRUSSES u; ! IC ,I ,i , Pl HTT MO DCO.,G! ., ► SPAN EEC. FILL � � ,„ TFIRE�,DE_) rt�C T,�' A_L NAIL HCLES PER PLAN BCN'; '4'LL-SET N E -'C :`` FILLED HOLE dl' 5" I.IIN E'.1EED FILL 4.LL I,JAIL HCL--S TL� L_IIC. 1,C,..K ',,,-ZL� d SIL1PS01 H_T BLu; - EA. F TP'LISS- 4'ir' L_ ILL ALL Pl AIL -bCLES FLR, TRUSS TO CMU MALL 12 STRAP CONNECTION MID SPAN BEARING CONDITION 'L'r is FLA.- GI?C- T 1� I IN kEPS 7O 1 1Ii'd 91F L)`I "l- --11j- LG"N 5 -I: T I I HIL -ED F10L t FILL ALL 'dAIL O_ES GIRDER TRUSS TO 12 COLUMN TO SLAB CONNECTION BEAM ■ A GIRDER r TRUSS 12 6 TO CMU WALL ''i i' 16' DF'_ FLAT GdRDEF' TRUSS (',R 1F;" C'P. FL' CR TRLJ "- F'YIDE ,°rE'' I -) N. FDD T 0 FI�_ G "F 3Td4k. HA+%GER AND TRUSS GEE, n' lI_U i'OPi� �L�'Ch ',,ALL `I•,NE T 1lG-R TO 1 1 3 }' ;Ib1�S�dd 'T TEII' S'CREdlS 10 TRUSS TO CMU WALL 12 HANGER CONNECTION 1- C.P.IT GIRDER TRI_IS_, R'L C . L , F TFLIS,S, SHI 1 S �S F 'C T FI L F BT"'! Hili F 'd TE -SS S'II°S ,i l H ITe R HI IDS ,_ TF•I � c ON'_ ,,. L CC"N--CT F'i jE- TO 1 _ '4” 1, j'" "-1TE`d S ' R 57'S TRUSS TO CMU "ALL 12 HANGER CONNECTION 1/1 - - 1'-0" FRAMING PLAN NOTES: 1. PERMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER HI891. ANY ADDITIONAL TRUSS BRACING REQUIRED SHALL SE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 2. ALL TRUSS TO TRUSS CONNECTORS SHALL BE THE RESPONSIBILITY OF TRUSS MANUFACTURER. 3. = INDICATES 72 OP, BETTER 2x1 BLK'G..AT 43' O.C. BRYN. TRUSS BOT. CHORDS W/ (2)-15d COMMONS TOE -NAILED EA. SIDE. (TYP. AT IST (4) TRUSS SAYS AT ALL GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN) 4. ALL OVERHANGS SHALL BE 12" UNLESS NOTED OTHERI','ISE ON FRAMING PLAN OR ELEVATIONS. 5. PROVIDE MIN. (2)-10d TOE -NAILED COMMONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP PLATE AT ALL FRAME BRG. WALLS. (ADDS 150 LBS UPLIFT OAPACITY TO STRAP CAPACrIy) 6. BEAP,ING '..ALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.) 7. FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAt1, 8, IST STY. OR 2ND STY. PLUMBING WALL OR TOILET FLOOR FITTING. 9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENING .AT CENTER OF SPAN 10. PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD. 11. PROVIDE 2x4 LEDGEP, .AS REO'D. FOR FLOOR DECK NAILING. 12. SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES �) GIRDERS 13. PROVIDE MIN. 2 STUDS �P GIRDER, TRUSS LOCATIONS. DESIGN LOADS: ASPHALT SHINGLE ROOF LOADS: LIVE - 20 PSF. DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.) CEMENT TILE ROOF LOADS: LIVE - 20 PSF. DEAD - 25 PSF. (T.C. - 15 PSF.), (BSC. - 10 PSF.) DESIGN DATA - VdIND LOADS: • ULTIMATE DESIGN WIND SPEEED (Vult) = 140 MPH • NOMINAL DESIGN WIND SPEEED (Vasd) = 108 MPH • RISK CATEGORY = II • WIND EXPOSURE = C • ENCLOSURE CLASSIFICATION = ENCLOSED • INTERNAL PRESSURE COEFFICIENTS = +j- 0.18 • COMPONENTS c: CLADDING PRESSURES = REFER TO TABLE SHEET D-1 FLOOR LOADS: LPiE - 40 PSF. DEAD - 15 PSF (,.C. - 10 PSF.), (S.C. 5 PSF.) I. MOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PSF NON -CONCURRENT BOTTOM CHORD LVE LOAD. 2. TRUSS DESIGN TO INCLUDE 20PSF LVE LOADS FOR ATTICS WITH LIMITED STORAGE AND PRO`ADE NOTATION ON PROFILES REQUIRING ADDITIONAL LIVE LOAD LATEST REVISION DATE TO MASTER: 0i-01-12 — GAB ENC F F. TRUSS ®00 , , , 'CF LI.. EE II PER. FL II 00 � PL,--?RAL-EL TU JvALL U C? Z — SETSA,C� Fp,CE OF Lb cu 1FUS_ �P BE41 1 2" ooco -ACEOFBUCK I1.1U 'HALL SI�-`FSDN"H_T ^D" ANCHOR4" DIMENSION TO AT ?} .J.0 f,i '. - PP,O,IDE �O_'D 2.4 VERT. E:LKC. BTWN. RUSS TOP STRAP FROM FACE BCT. CH' R71� FOR NAILING OF BLK. WALL FILL ALL AI- HCI -:S ■ 4 PARALLEL TO CIi"IU WALL 12 UPLIFT ST11 RAP CONNECTION UNLESS ,-THER4'±IS- i•IO`E'C Ci`I I E PL•A'd SlIMPSON "LSTA12" OR QUICK -TIE "LS12" FLAT STRAP CONNECTING EA. 2ND STY. STUD TO TOP PLATE CENTER STRAP ON BOT, OF TOP PLATE � WD','l. OPENING PER PLAN DBL. STRAP AT EA. SIDE OF OPNG. G1�C F F'_ISS iP L:L CONNECTOR VARIES -SEE EE !,4 F_ LAhI PLAN FOR INFORYATION , SI'.1FSCP! °HTTIE" h/ \-SIYPSON "LST.Al2" OR QUICK -TIE "LS12" FLAT STRAP F HF A. iEC R i -i CONNECTING EA. 2ND STY, STUD TO GIRDER TRUSS OR T'' BL'r ,' ALL D - T I'J EF���r, l -1LLEG-I'�,LE BEAM. CENTER STRAP ON BOT. OF TRUSS OR BEAM ,+,'/ I„'IP:. E',IBEJ FIL A.LL HAI- H'CLES 2ND STY FRAME WALL TO GIRDER 2 RAPOR BEA� STCONNE CONNECTION ,,, a� ��: r • �- � - - T c- LVL BE,�,i ,.F GIRD_F �c,, crl, In" I', / TRUSSES u; ! IC ,I ,i , Pl HTT MO DCO.,G! ., ► SPAN EEC. FILL � � ,„ TFIRE�,DE_) rt�C T,�' A_L NAIL HCLES PER PLAN BCN'; '4'LL-SET N E -'C :`` FILLED HOLE dl' 5" I.IIN E'.1EED FILL 4.LL I,JAIL HCL--S TL� L_IIC. 1,C,..K ',,,-ZL� d SIL1PS01 H_T BLu; - EA. F TP'LISS- 4'ir' L_ ILL ALL Pl AIL -bCLES FLR, TRUSS TO CMU MALL 12 STRAP CONNECTION MID SPAN BEARING CONDITION 'L'r is FLA.- GI?C- T 1� I IN kEPS 7O 1 1Ii'd 91F L)`I "l- --11j- LG"N 5 -I: T I I HIL -ED F10L t FILL ALL 'dAIL O_ES GIRDER TRUSS TO 12 COLUMN TO SLAB CONNECTION BEAM ■ A GIRDER r TRUSS 12 6 TO CMU WALL ''i i' 16' DF'_ FLAT GdRDEF' TRUSS (',R 1F;" C'P. FL' CR TRLJ "- F'YIDE ,°rE'' I -) N. FDD T 0 FI�_ G "F 3Td4k. HA+%GER AND TRUSS GEE, n' lI_U i'OPi� �L�'Ch ',,ALL `I•,NE T 1lG-R TO 1 1 3 }' ;Ib1�S�dd 'T TEII' S'CREdlS 10 TRUSS TO CMU WALL 12 HANGER CONNECTION 1- C.P.IT GIRDER TRI_IS_, R'L C . L , F TFLIS,S, SHI 1 S �S F 'C T FI L F BT"'! Hili F 'd TE -SS S'II°S ,i l H ITe R HI IDS ,_ TF•I � c ON'_ ,,. L CC"N--CT F'i jE- TO 1 _ '4” 1, j'" "-1TE`d S ' R 57'S TRUSS TO CMU "ALL 12 HANGER CONNECTION 1/1 - - 1'-0" FRAMING PLAN NOTES: 1. PERMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER HI891. ANY ADDITIONAL TRUSS BRACING REQUIRED SHALL SE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 2. ALL TRUSS TO TRUSS CONNECTORS SHALL BE THE RESPONSIBILITY OF TRUSS MANUFACTURER. 3. = INDICATES 72 OP, BETTER 2x1 BLK'G..AT 43' O.C. BRYN. TRUSS BOT. CHORDS W/ (2)-15d COMMONS TOE -NAILED EA. SIDE. (TYP. AT IST (4) TRUSS SAYS AT ALL GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN) 4. ALL OVERHANGS SHALL BE 12" UNLESS NOTED OTHERI','ISE ON FRAMING PLAN OR ELEVATIONS. 5. PROVIDE MIN. (2)-10d TOE -NAILED COMMONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP PLATE AT ALL FRAME BRG. WALLS. (ADDS 150 LBS UPLIFT OAPACITY TO STRAP CAPACrIy) 6. BEAP,ING '..ALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.) 7. FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAt1, 8, IST STY. OR 2ND STY. PLUMBING WALL OR TOILET FLOOR FITTING. 9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENING .AT CENTER OF SPAN 10. PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD. 11. PROVIDE 2x4 LEDGEP, .AS REO'D. FOR FLOOR DECK NAILING. 12. SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES �) GIRDERS 13. PROVIDE MIN. 2 STUDS �P GIRDER, TRUSS LOCATIONS. DESIGN LOADS: ASPHALT SHINGLE ROOF LOADS: LIVE - 20 PSF. DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.) CEMENT TILE ROOF LOADS: LIVE - 20 PSF. DEAD - 25 PSF. (T.C. - 15 PSF.), (BSC. - 10 PSF.) DESIGN DATA - VdIND LOADS: • ULTIMATE DESIGN WIND SPEEED (Vult) = 140 MPH • NOMINAL DESIGN WIND SPEEED (Vasd) = 108 MPH • RISK CATEGORY = II • WIND EXPOSURE = C • ENCLOSURE CLASSIFICATION = ENCLOSED • INTERNAL PRESSURE COEFFICIENTS = +j- 0.18 • COMPONENTS c: CLADDING PRESSURES = REFER TO TABLE SHEET D-1 FLOOR LOADS: LPiE - 40 PSF. DEAD - 15 PSF (,.C. - 10 PSF.), (S.C. 5 PSF.) I. MOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PSF NON -CONCURRENT BOTTOM CHORD LVE LOAD. 2. TRUSS DESIGN TO INCLUDE 20PSF LVE LOADS FOR ATTICS WITH LIMITED STORAGE AND PRO`ADE NOTATION ON PROFILES REQUIRING ADDITIONAL LIVE LOAD LATEST REVISION DATE TO MASTER: 0i-01-12 Cy-) r— E LIl 1 ®S LLQ LU , O DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DI,NIENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M11 HOMES FOR CLAP\119CATIONi 12 of 14 M/1 ORLANDO ®00 00 � U C? Z Lb cu ooco cc�=cn- U On d J c:,{� M ® LL C!? N LL LLI Q Cy-) r— E LIl 1 ®S LLQ LU , O DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DI,NIENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M11 HOMES FOR CLAP\119CATIONi 12 of 14 M/1 ORLANDO INDICATES AREA WITH 7/16" FIRE RETARDANT TREATED INDICATES AREA WliTH 7/16" FIRE RETARDANT TREATED WOOD ROOF SHEATHING- WOOD ROOF SHEATHING- 1 ^ @ EA. COURSE E" TEN HE, _ 1 1; 5! G'CyVS P I I i -1I q IF H.A`dISER _ 7 GIRDERTRUSS 13 CONNECTION DETAIL SI%4F'SCPi "F -1C" TE AT EA. T?U FILL ALL HOLES )9TH Sid >, 1 V`17 7 NAL__, STF'F :OR �UF TC, 85C LBS I,'; "11T_12STPAPS r(__P UPLIFTS B7,Ik 561 'IIID 1-?iI .BS. A.6D1. '-TAF TO BE NS-;�,LLEC CCN ODF'OSTE SIDE "-,F T %L 'S / PPE- EI1Ci k EPED F ,;F /'!r TP,_ISS D ;II'. FPk'I�[ P4TEP �Cf," CSL. '� PAdE EE-,PII+F VA! L4 - 3.4,{I, ? C_E' T4JSS T�'PI�CALTRUSS T�O FRAME WALL, 111111111 111111111� INS! i UPLIFT STRAP CCNNECTICN I_I`I'_= S U11EP1'rSE iviT`=D OV TI-- FLPI SEE 'l IC "1+LL IIlu, 'LATE TE, STJ11 Crjj`ECT `;hl L; L�:,A`0 ,G F��� Ef'VT IIS JBTA;I�,E�i FF��I:,I �;�.,LED EiIGli'IEERI?IG=R.�.^I,G_ FPOE,! BUSS Roof Girder Connector Schedule r M� Max. Plan Connector Uplift Gra'✓i Mark Manuf. Model No. Q . Load Load Fasteners / Remarks 1 SIMPSON MTS12 2 1720 (14) 1 Od x 1-112" EA. 2 SIMPSON LGT2 1 1785 (14) 16d SINKERS AT WALL 0 < LL. ILL (16) 16d SINKERS AT GIRDER 3 SIMPSON MGT 1 3330 ,i (1) 518" DIAM. BOLT & (22)-10d HDU4 1 3600 (10) - 114" x 2 112" SDS SCREWS 4 SIMPSON HU28 1 575 2450 (6II-_ TITEN 1/4" x 2 314" TO CMU 4 10d x 1 112" TO TRUSS 5SMIPSON HU28-2 1 1085 4350 12� TITEN 114" x 314" TO_CMU — 6) 10d TO TRUSS 6 Sl%IPSON 1-1U410 1 1810 5085 -018881- TITEN 114" x 2 314" TO CMU— 10 10d TO TRUSS Slit'IPSONI LGU11+1410 1 3575 9620 8)- TITEN HD 3/8" x 4" TO CiN1U (8) 114" x 2 112" SDS SCRE%VS 8 SIMPSON FITT16 1 3480 -- — — — — — — - 1 518" DIAM. BOLT TO CMLJ (111 16d TO STUD MSTCM40 3300 8)- TITEN 114" x 2 3'4' TO CMU _� 22) 16d SINKERS TO STUD 2nd STY. FRAMING PLAN- A FRAMING PLAN NOTES: 1. PEHMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER HI891. ANY ADDITIONAL TRUSS BRACING REQUIRED SHALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 2. ALL TRUSS TO TRUSS CONNECTORS SHALL BE THE RESPONSIBILITY OF TRUSS MANUFACTURER. 3. = INDICATES #2 OR BETTER 20 BLK'G. AT 48" O.C. BPUN. TRUSS BOT. CHORDS W/ (2)-16d COMMONS TOE -NAILED EA. SIDE. (TYP..AT 1ST (4) TRUSS BAYS AT ALL GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN) 4, ALL OVERHANGS SHALL BE 12° UNLESS NOTED OTHERWISE ON FRAMING PLAN OR ELEVATIONS. 5. PROVIDE MIN. (2)-10d TOE -NAILED COMMONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP PLATE AT ALL FRAME BP,G. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) 6. BEAP,ING WALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.) FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAM. 8. IST STY. OR 2ND STY. PLUMBING WALL OR TOILET FLOOR FITTING. 9. PROVIDE AC DUCT RUN THP,U FLOOR TRUSSES - MAXIMIZE OPENING AT CENTER OF SPAN 10. PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRIG. HT.) 1Nr' (10) 10d NAILS AT EA. VERT. STUD. 11, PROVIDE 2x4 LEDGER AS REVD. FOR FLOOR DECK NAILING. 12, SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES @ GIRDERS 13. PROVIDE MIN. 2 STUDS @ GIRDER TRUSS LOCATIONS. DESIGN LOADS: ASPHALT SHINGLE ROOF LOADS: LIVE — 20 PSF. DEAD — 17 PSF. (T.C. — 7 PSF.), (D.C. — 10 PSF.) CENIENT TILE POO' LOADS: LIVE — 20 PSI. DEAD — 25 PSF . (T.C. — 15 PSF.), (B.C. — 10 PSF.) DESIGN DATA — 10IND LOADS: • ULTIMATE DESIGN WIND SPEEED (Vult) = 140 MPH • NOMINAL DESIGN WIND SPEEED (Vosd) = IDR MPH • RISK CATEGORY = II • V,rIND EXPOSURE = C • ENCLOSURE CLASSIFICATION = ENCLOSED • INTERNAL PRESSURE COEFFICIENTS = +r`— 0.18 • COMPONENTS & CLADDING PRESSURES = REFER TO TABLE SHEET D-1 FLOOR LOADS: LIVE — 40 PSF. DEAD — 15 PSF (T.C. — 10 PSF.), (B.C. 5 PSF.) L NOTE: TRUSSES SHALL CARRY .ADDITIONAL 10 PSF NON—CONCURRENT BOTTOM CHORD LIVE LOAD. 2. TRUSS DESIGN TO INCLUDE 20PSF LIVE LOADS FOR ,ATTICS 4+11TH LI1MITED STORAGE AND PROVIDE NOTATION ON PROFILES REQUIRING ,ADDITIONAL LPdE LOAD LATEST REVISIC)N DATE TO MASTER: 07-01-12 Uj 2i a� of 0 0 LLI =0 LLI LLI 0 Co 0 LLV DO NOT SCALE PRINTS! CONSTRUCTION SIL1,4LL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO ill I HOMES FOR CLARIFIC,ATIOIN! n 13 of 14 Mil ORLANDO r O U 00 z' M co 31 V L� � C)oLu Lr) LLl � [� r CD �� ¢ Uzo i_ 0 < LL. ILL LLI c CL ,i 0 LLV DO NOT SCALE PRINTS! CONSTRUCTION SIL1,4LL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO ill I HOMES FOR CLARIFIC,ATIOIN! n 13 of 14 Mil ORLANDO r O U 00 z' M co 31 V L� � C)oLu Lr) LLl � [� r CD �� ¢ Uzo 0 < LL. ILL LLI c CL 0 LLV DO NOT SCALE PRINTS! CONSTRUCTION SIL1,4LL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO ill I HOMES FOR CLARIFIC,ATIOIN! n 13 of 14 Mil ORLANDO � =9 r LU 31 _ LLJ Q 0 LLV DO NOT SCALE PRINTS! CONSTRUCTION SIL1,4LL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO ill I HOMES FOR CLARIFIC,ATIOIN! n 13 of 14 Mil ORLANDO Design ',s a, IJ1905 Reaning Wain I a IT E i �' i � *l ,R a Q' ale is -P i? 5 71 t-immecI4 sea ,seem Genets Stocks egulir!i -Rw fist Of •-.i b e wri-iftntuTaeu, 1cch, W.in -Fdg bei` U - >^� 9-I i, _,,;S jllm,. rill . Uf fll]Ylt. Im tha n 2-1,)J and -not rwarethan 3-1/alrolf 6 L sand, I part Pmta rd PIrp o -led by �:n ar l me 1 and not mire tban SO per -zl. dvA L,� d II S 'by t m rill -vu las m u'l.a $ t staggi7ed. r 5h, Xal vqt :fielilled 0n the Im Is ifte ami qg t c 1 a -r slaigffi �q,.andad clay w shale Motary Killll .4.a to i�_ ren-eRant sm tiral-gr R; hawr — - t LTi tb�ck may, heat ung zt d��t> ary - ,I FORM & POUR RAKED TIE BEAM / l 115 BAR CONT.IN/ ; , r, / 2° CLEAP,ANCE TYP. i d STEP BLOCK ';BALL AS REQUIRED TO MAINTAIN MIN. 8" DEPTH FOR RAKE TIE BEAM as as -30" LONG t5 BAR - CLEARANCE FROD,1 BOT. OF 1 a \ e OVERHANG ® 10 1 d a� BEND BAR ENDS ����. �/ a a a ♦ ` I� / TO 11E TOGETHER, L3x8x16 CONC. KNOCKOUT BLK. COURSE BOND BEAM FILL SOLID W/ CONC. & (1)#5 BAR CONT. - V'ERTICAL REINFORCED BLOCK CELL - FILL SOLID W% CONC. & (1)#5 BAR CONT, FROM FTG. TO TOP OF RAKE TIE BEAM RAKE TIE BEAM DETAIL 14 5/4=1_0' S.AVYCUT OUT BLOCK END CELL FACE TO INCREASE POOP, DEPTH AT CEINTER O, V?ALL AT OVERHANGS 8:(8x16 BLOCK 'N.ALL PER PLAN SIDE TO SIDE 5:12 SLOPE TO TOP OF '12 RAKE TIE BEAD;/ 5 11'-1 15132" SEE PLANS FOR LOCATION OF ° }TP,TIC,AL REINFORCED BLOCK CELLS - SPRING POINT 12 ° FILL SOLID VI CONC. & 1#5 BAR CONT. FOR 5:12 SLOPE 5 e FRO,tI FTG. TO TOP OF RAKE TIE BEAM P,AIKE TIE BEAM ° ° a FORkMED & POURED OVERHANG o INDICATES DOUBLE 8x3x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID Wr/ CONC. & 2#5 BARS CONT. TOP OF SLAB 44 (REF. ELEV 12 INDICATES FORMED AND POURED RADE T1E-BEAM MIN. 8 DP. YID 1 #5 BAR CONT. a s < d d INDICATES SINGLE 3x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID IN/ CONC. & 11#5 BAR CONT. I SEE PLANS EOR LOCATION OF ro VERTICAL REINFORCED BLOCK CELLS - a FILL SOLID VI/ CONC. & 1#5 BAR CONT, CD FROM FTG. TO TOP OF RAKE TIE SEAM 12 5 o INDICATES DOUBLE Bx8xI5 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID IN/ CONC. & 2#5 BARS CONT. SEE PLANS FOR LOCATION OF VERTICAL REINFORCED BLOCK CELLS - FILL SOLID V4/ CONT.. cc 1#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM TOP OF SLAB +0'-0' (RILT. ELEV. `, SEPARATION WALL ELEVATION BTWN. UNITS' "B" & "A" FROM LEFT SIDEQ4 1 /4" =11 7-01! INDICATES FORMED AND POURED ° RAKE TIE -BEAM MIN. 8" DP. ° s IN/ 1#5 BAP, CONT. SEE PLANS FOR LOCATION OF VERTICAL REINFORCED BLOCK CELLS - SPRING POINT 12 °° FILL SOLID IN/ CONC. & 1#5 BAR CONT, FOR 5:12 SLOPE 5 FROM FTG. TO TOP OF RAKE TIE BEA!I RAKE TIE BEAM 2'-0" 4 57 �T1/1T1ij�/1T1/1/1�7/��1/1/11/1T��i�T1T1 FORMED C: POURED OVERHANG-/ v ro ro INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. TOP OF SLAB +0'4' (REF. ELEV. INDICATES FORMED AND POURED RAKE TIE BEAM MIDI. 8" DP. i#5 BAR CONT. SINGLE 8.8x16 CONC. �% KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID J' `ID IN/ CONC. ) 1#5 BAR CONT. c co s ° 6 i SPRING POINT 5 FOR 5:12 SLOPE RAKE TIE BEAM d 7T1T11/ INDICATES SINGLE Sx8x16 CONC. KNOCKOUT BLOCK COURSE FORMED & POURED BOND 'E.A��d - FILL SOLID IN/ CONC & 1#5 BAR CONT. OVERHANG INDICATES DOUBLE 8x8x16 CONC, KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID till,/ CONC. & 2#5 BARS CONT. TOP OF SLAB +0'-0" (REF. ELEV. -o co ///"� SEPARATION WALL ELEVATION " FROM LEFT SIDE BTWN. f l: i AND "C" L ! Q4 1"1/4 V-0, TOP OF SLAB +0'-0" (REF. ELEV, TOP OF SLAB +0'-0" (REF. ELEV. SEPARATION WALL ELEVATION"BTUN. UNITS & T" - ELEV. A SPRING POINT FOR 5:12 SLOPE RASE TIE SEAM , OR,MED & POURED OVERHANG SPRING POINT FOR 5:'12 SLOPE RAKE TIE BEAM FORMED & POURED OVERHANG SINGLE Bx8x16 CONC. KNOCKOUT BLOCK COURSE CIO BOND BEAM - FILL SOLID W/ CONC. cc 14,5 BAR CONT. LATES T REVISION DATE TO MASTER: 07-01-12 0 Lu LaJ C/) co Li! 0 O 00 INDICATES FORMED AND POURED �--U 00 N M z Ui LU Lo L U Lu SIDE TO SIDE RAKE TIE -BEAM MIN. T DP. C6 LLi o p � cfl 2 1_ co 5:12 SLOPE TO TOP OF W/ 1#5 BAR CONT. INDICATES FORHED AND POURED RAKE TIE BEAM a cc RAKE TIE _BEAM MIN. 8" DP. 7'_- 5 13j'16° 9'-11 1;'4" Cv W/ 1#5 BAR CONT. °a °� i e CN d;a °d � d ° " SEE PLANS FOR LOCATION OF d '4 SPRING POINT 12 VERTICAL REINFORCED BLOCK CELLS - LJJ SPRING POINT FOR 5:12 SLOPE 5 FILL SOLID Illi/ CONC. & 1#5 BAR CONT. FOR 5:12 SLOPE RAKE TIE BEMs/ " FROM FTG. TO TOP OF RAKE TIE BEAM e 2'-0' RAKE TIE BEAM 2' -0 ° 1T1T� T1T1TT1i���T1T1T11T1/�i���1T111T1 T1T1T1T111i�1.��/11T1T1T17 Ile INDICATES SINGLE 3x8x16 CONC, KNOCKOUT BLOCK COURSE FORMED &POURED FORMED O BOND BEAM - FILL SOLID W1 CONC. & 1;5 BAR CONT. # OVERHANG OPOUREDVERHANG OVERHANG o co LLJ co 5'-1 O° __j C/) DO NOT SCALE PRINTS! CONSTRUCT0 SHALL BE 12 ONLY, -+NY DISCREPENCIES TO BE REPORTED TO h,I/j HOMES FOR CLARIFICATION! sl 5 V \'INDICATES DOUBLE 8x8.16 CONC. KNOCKOUT BLOCK COURSE VINDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE 0 BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. 0 BOND SEAM - FILL SOLID IN/ CONC. & 2#5 BARS CONT. 0 TOP OF SLAB +0'-0" (REF. ELEV, TOP OF SLAB +0'-0" (REF. ELEV. SEPARATION WALL ELEVATION"BTUN. UNITS & T" - ELEV. A SPRING POINT FOR 5:12 SLOPE RASE TIE SEAM , OR,MED & POURED OVERHANG SPRING POINT FOR 5:'12 SLOPE RAKE TIE BEAM FORMED & POURED OVERHANG SINGLE Bx8x16 CONC. KNOCKOUT BLOCK COURSE CIO BOND BEAM - FILL SOLID W/ CONC. cc 14,5 BAR CONT. LATES T REVISION DATE TO MASTER: 07-01-12 0 Lu LaJ C/) co Li! 0 a n 14 of 14 Mil ORLANDO O 00 �--U 00 N M z Ui LU Lo L U Lu C6 LLi o p � cfl 2 1_ co = = Q to o U_ LL W of a cc s Cv i e CN � LJJ LLJ a n 14 of 14 Mil ORLANDO O 00 �--U 00 N M z Ui LU Lo L U Lu C6 LLi o p � cfl 2 1_ co = = Q to o U_ LL W of a cc Cv CN I LJJ LLJ 0 LU LLJ ® U) __j C/) DO NOT SCALE PRINTS! CONSTRUCT0 SHALL BE PER INDICATED DIMENSIONS ONLY, -+NY DISCREPENCIES TO BE REPORTED TO h,I/j HOMES FOR CLARIFICATION! sl a n 14 of 14 Mil ORLANDO HANSOM VIDIN, - - - - - - - - DBL. SINGLE HUNGWVDW. I OR DOOR 7'-0" MAX. MASONRY OPENING WIDTH - CONNECT HANGER UV/ (4)1/4"x2 3/4" MASONRY SCREWS INTO EA. BLOCK JAMB I AND (4)15d NAILS INTO HEADER 2x4 ACROSS FRONT (ALIGN FLUSH W/ BLOCK FACE) COidNECT W/ (2)104 NAILS AT 12" O.C. _ - (6" FROM EA. END) EXTERIOR FACE I SISIMPSON"HUS26-2- HxNGEP,-OP,IEN� HORIZONTAL OR VERTICAL (,)2x6 LAID FLAT NAIL TOGETHER � W/ (2)8d NAILS AT 5" O.C. BLK. JAbYIB 1 1/2" MIN. EDGE DISTANCE FOR MASONRY SCREWS INTERIOR FACE RI V AlkiQ 1 1/`2" iMIN. EDGE DISTANCE FOR MASONRY SCREWS (2)2x6 HDR. CTR. ON JAMB FURR OUT AS REQ'D. HANGER W1 HANGER W/ HORIZONTAL VERTICAL ORIENTATION ORIENTATION WOOD HEADER DT fN, VV'L)WS, OR WD /DOOR 1. MAXIMUM DESIGN PRESSURE 41.8.6 PSF FOR ANY DOOR OR WDW. 2. INSTALL WOW. AND DOOR SCREW ,ANCHORS INTO HEADER PER VIM. OR DOOR INSTALLATION DETAILS. ROOF TRUSS OR 2x4 BL1 G- CONC. AT 24" O.C. BTWN. TRUSSES BLK. 'HALL O.S.B. SHEATHING IN/ S AT 6" O.C.- 2x4 CONT. 4V/ (2) 104 I 2x4 BLKG. ,AT 24" O.C. AT E.A. TRUSS OR BLKG. (21 10 d AT EA. 2x4 41. 2x4 AT 24" D.C.-,-^ r 1 2xo OR 2x8 A. 2x4 P.T. CONT. W/ 10d AT 12" O.C.-----oA 3/16" x 3" MIN. hJASONRY 2x4 P.T. WV/ SCREWS AT 16" O.C. 3,x'16" x 3" MIN. MASONRY SCREINS SHEATHING AT 24" O.C. O.S.B., i Wl 1 �x4 PT 2 Od 2 WV,1 8d ,�,T 6» 0.L.. �10d AT 12" O.C. / l) � 21104 AT EA. 2x4 2x6 OR 2x8 CONT. HARD CASE SPIRAL CC (2)10d (� NAILS AT 24" O.C. BLK, JAMB HEAD JAMB POC'KETSGD HEAD/JAMB DETAIL LOCATIONS WHERE POCKET SOD TRACK IS OUTSIDE BLOCK WALL OPNG. 5" MAX. SIMPSON SPI AT 16' O.C. (2) 2x4 @ EACH END Y 0 x4 16" O.C. SIMPSON SP1 AT '16" O.C.- 2x4 P.T. - ATTACH VV,," 1/4"x3" MASONRY SCREWY (1 1/4" MIDI, EMBED.) 5" MAX. 6 2x4 P.T. - ATTACH 6" hfA,X. W/ 1;'4"x3" TAPCONS 1,,14X. (1 1/4' MIN. EMBED.) WALL ELEVATION �X - BLOCK OPENING ALL BLK. CELLS ABV. LINTEL TO BE CONC. FILLED PRECAST LINTEL PER PLAN ACROSS OPNG. 2x5 P.T. FRO,'d BOT, OF LINTEL TO TOP OF WALL - CENTER ON OPNG. FASTEN TO BLOCK W/ 1/2" J -BOLT IN'/ 2" SQ. 4'IASHEP, SIZE/SPECIES O 20 SPF z CD ro N O 4 U -)U LL W 20 P.T. FURRING 20 SPF o� Q W;' 1/4"x3" iMASONRY Cn N o 2x6 SPF Q OLn O.S.B. SHEATHING W/ 8d 12" OC 15'-0" EXTEND JAMB 14" MIN. EDGE N 12" O.C. (FIELD) i 2x4 STUDS INTERMEDIATE SUPPORTS AND 6" OC AT PERIMETER AND 4' OC @ __J O U X �g +16.0 ar25.] +16.0 or -24.9 D 4 I 1 I M P T AT GARAGE L00�, JAMBS FAST c6 ..BECK C e J o I16.0or-24.4 � Z m ROOF 2 +159 or -46.? +75.1 or -a1.E +15D or -13.D -16.0 or -10.3 +154 or 39.2 R ¢C -16.0 0: -36.3 +16.0 or -35.5 +26.0-34+9__ 0 ` THICKNESS - CONNECT W/ ROOF 3 +16.9 or -69.1 +15.1 or -65.5 +76 D or -64.5 -16.0 or -62.0 or -50.1 GARAGE DOOR MASONRY OPENING -16.0 or -s6.5 +15.0 or -55.7 ER;: +15.0 or -54.2 3/16" DLA. TAPCONS. BUCK ,' BLOCK x N Y .26.3 or -28.8 -25.9 or -73.4 +25.5 ar -23.1 +25.4 or -27.9 m +25.0 or -'<7.5 6 2x4 P.T. - ATTACH 6" hfA,X. W/ 1;'4"x3" TAPCONS 1,,14X. (1 1/4' MIN. EMBED.) WALL ELEVATION �X - BLOCK OPENING ALL BLK. CELLS ABV. LINTEL TO BE CONC. FILLED PRECAST LINTEL PER PLAN ACROSS OPNG. 2x5 P.T. FRO,'d BOT, OF LINTEL TO TOP OF WALL - CENTER ON OPNG. FASTEN TO BLOCK W/ 1/2" J -BOLT IN'/ 2" SQ. 4'IASHEP, X \ 4 SIZE/SPECIES O 20 SPF U CLl C::) \ ro N O 4 2x4 SPF 20 P.T. FURRING 20 SPF i 2x6 OR 20 P.T. '.V/ CONC. NAILS AT Q W;' 1/4"x3" iMASONRY 12" O.C. ,ACROSS TOP OF OPNG. o 2x6 SPF 4" MIN, O.S.B. SHEATHING W/ 8d 12" OC 15'-0" EXTEND JAMB 14" MIN. EDGE N 12" O.C. (FIELD) ABV. OPNG. 2x4 STUDS INTERMEDIATE SUPPORTS AND 6" OC AT PERIMETER AND 4' OC @ DIST. r' X �g +16.0 ar25.] +16.0 or -24.9 D 4 I 1 I M P T AT GARAGE L00�, JAMBS FAST c6 ..BECK C e J o I16.0or-24.4 TO BLOCK W/ 1,12" DIA. X 5' I -BOLTS AT 24" m ROOF 2 +159 or -46.? +75.1 or -a1.E +15D or -13.D -16.0 or -10.3 +154 or 39.2 O.C. MAX. WY,+' '2„ SQ. INASHERS -16.0 0: -36.3 +16.0 or -35.5 +26.0-34+9__ AT EA. SIDE OF OPNG. ` THICKNESS - CONNECT W/ ROOF 3 +16.9 or -69.1 +15.1 or -65.5 +76 D or -64.5 -16.0 or -62.0 or -50.1 GARAGE DOOR MASONRY OPENING -16.0 or -s6.5 +15.0 or -55.7 X \ 4 SIZE/SPECIES O 20 SPF U CLl C::) \ 20 SPF N O 4 2x4 SPF 20 P.T. FURRING 20 SPF ATTACH TO BLK. 26 SPF W;' 1/4"x3" iMASONRY EFFECTIVE AREA SCREW 2x6 SPF (1 1/4" IdIN. EMBED.) O.S.B. SHEATHING W/ 8d 12" OC 15'-0" NAILS @ 6' O.C. (EDGE), so 60 12" O.C. (FIELD) 90 2x4 STUDS INTERMEDIATE SUPPORTS AND 6" OC AT PERIMETER AND 4' OC @ @ 16" O.C. X �g +16.0 ar25.] +16.0 or -24.9 WALL STBK. PER PKT, SCD, NIANUF, s 1IN ,111 LOCATIONS WHERE POCKET SGD TRACK IS BELOW PRECAST LINTEL Loll, 01,11 I'll Z JAMB / HEAD DETAIL BLOCK JAIAB/HEAD 2x4 P.T FURRING 1/4'x3" MASONRY SCREW'/ 0-1/4" mIN. EI,iBED) 10d NAILS @ 6" O.C. 20 P!T' Da TOP AND SIDES OF BLK. OPNC. BLOCK HEADER 2x4 45d DIACONAL BRACE(S) BUILT UP PLYtD. OR 41A OVI TE BUCK SCRIBE SCRIBE - 2x4 OR DBL. 1x4 BUCK - CONNECT A. TO BLOCK W/ 3/16"x3" TAPCON (i /4" MIN. EMBEDMENT INTO BLK.) - SOLID BLKG. AT TOP BTV+r�ti1. ,ARCH BLKG. & BUCKS Sd NAILS AT T O.C. AT BUCK / 116' OSB SECTION A -A 4'-0' 3/16'x3° TAPCONS MAX.. \ BACKSIDE TO FIT ARCH- ARCH PANEL (4)1411 NAILS INTO EA. CONNECT W/ SJ NAILS I, 2x4 BRACE/BLKG.- 2x4 SOLID BLKG. 'FULL WIDTH OF WALL)IINSTALL W�1Wd. �CRE,.r ANt,H�� � BTWN. OSB ARCH FACES W4'/ (2)10d NAILS INTO ARCH BLl{G. PER THRU OSB INTO EA. '2x4 INSTALLAMN DETAILS SECTION A -A PROVIDE TAPCON PER WDW'i. INSTALLATION DETAILS OR THRU 1 1/2' THK. OR MOR BUCK WITHIN 3' MIN, OF START OF .ARCH FRAME ARCH TOP DETAIL 2x4 45d DIAGONAL BRACE AT EA. FACE OF ARCH W/ '2)104 NAILS AT EA. END PROVIDE TAPCOPI 'THIN 4' I,{IN. OF BRACE START OF .ARCH _ 4' IMAX. RAD. BLOCK OPNG. SHOINN FRANIE OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYtiVD. JOINT AT JAMBS) -2 - 2x4 OR DBL. 1x4 BUCK - SECTION CONNECT EA, TO BLOCK W/ 3/16'x3" �- BLOCK HEADER TAPCON (1 1/4' MIN. EMBEDMENT INTO B -B BLK.) PROVIDE 2x4 DIAD. BRACE /f SOLID BLKG. AT TOP BTWN.��4'-0° 1'-4" , ,VN B . VERT. BRACES WHEN � � I. � ARCH BLKG. & BUCK MAX. OF BRACE EXCEEDS .24" TAPCOIN EA. SIDE 2x4 VERT. 8d NAILS AT 8" O.C. BUCK- (1�WUITHIN 4» BRACE(S) AT BUCK �+ MIN. OF START ART OF ARCH BUILT LIP PLWD. OR _ 7/16" OSB MASONITE BUCK -SCRIBE ARCH PANEL START OF ARCH BACKSIDE TO FIT ARCH- EQ. CONNECT IN/ 8d NAILS 2x4 VERT, AT EA. FACE OF ARCH INSTALL WDW', SCREW ANCHOR WV! (j)IM NAILS AT EA. END INTO ARCH BLKG. PER x4 SOLID WIDTH OF WALL INSTALLATION DETAILS 2 SLD BLKG. (FULL ) BTWN. OSB ARCH FACES WI/ (2)10d NAILS SECTION B -B TFIRU OSB INTO EA, 2x4 FRAME ELLIPSE ARCH TOP DETAIL EQ. BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAI,IBS) 0 N +.MAX. GROUT BLOCK SOLID AS SHOWN - EXTEND GROUT CONTINUOUS TO THE NEAREST REINFORCED CELLS BEYOND THE LOCATION OF THE MAXIMUM 2' BLOCK OVERHANG (FILL TO BOTTOM OF WINDOW SILL AT LOCATIONS WHERE SILL IS LESS THAN 2'-D" ABOVE TOP OF SLAB) 111 M LIMB 111� pi 111; 1 WON MAXIMUM WALL HT ! 144 MPH / EXP C / RISK CAT. II SIZE/SPECIES SPACING MAXIMUM HEIGHT 20 SPF 16" OC 8'-4" 20 SPF DESIGN WIND LOAD PRESSURE (PSF) -EXPOSURE "C" 2x4 SPF 16" OC 20 SPF 12" OC 26 SPF COMPONENT EFFECTIVE AREA 12" OC 13'-0" 2x6 SPF 16" OC 14'-D" 26 SPF 12" OC 15'-0" LOCATION ZONE 10 15 zo 30 40 so 60 70 so 90 Tao INTERMEDIATE SUPPORTS AND 6" OC AT PERIMETER AND 4' OC @ - C I11AX. C ROOF 1 or -26.9 +15.1 or -<'b4 +16.D or -26.1 -16.0 ar -25] +16.0 or -25.4 +16.0 ar25.] +16.0 or -24.9 +16.0 or -24.3 +16.0 or -24.6 +1b.0 or �4S I16.0or-24.4 B B J BS=2 ROOF 2 +159 or -46.? +75.1 or -a1.E +15D or -13.D -16.0 or -10.3 +154 or 39.2 +16.0 m -35.1 +16.0 or -37.1 -16.0 0: -36.3 +16.0 or -35.5 +26.0-34+9__ +15.D ar 349 WVDW. INDW. C THICKNESS - CONNECT W/ ROOF 3 +16.9 or -69.1 +15.1 or -65.5 +76 D or -64.5 -16.0 or -62.0 or -50.1 +16.0 or -53.? +16.0 or -57.5 -16.0 or -s6.5 +15.0 or -55.7 +15.0 or -i4.9 +15.0 or -54.2 3/16" DLA. TAPCONS. BUCK ,' BLOCK WALL 4 +29.1 or 37.3 x25.6 or -31.1 +23.0 or -30.5 '27.3 or -29.7 +26.7 or -29.<' .26.3 or -28.8 -25.9 or -73.4 +25.5 ar -23.1 +25.4 or -27.9 +25.2 or -27.7 +25.0 or -'<7.5 Q EXT. DOOR WALL $ +29.4 or -39.3 +25.6 or -37.5 +25.0 or -36.7 ^273 or -35.1 +26.7 or -33.0 +26.3 or -33.2 +25.9 .1 -12.1 -25.6 ar -319 +25.4 or -314 +25.2 or --30.9 +25.0 or -30.5 OPNG. 9'xT GARAGE DOOR +25.0 or -28.3 INSTALL WDW./DOOR SCREWY DRYWALL STACKED WDW, BY SIDE V0AIS, WITH 1,,"2" DI,AM. THRU-BOLTS AT 16" O.C. VERTICALLY WITH INSTALLATION DETAILS W/ MULL BTWN. NOTES X INSTALL WDW. /DOOR TAPCON PRECAST CONC. 1. Values shown are based on allowable stress design using 140 miles per hour, WDVV. OPNG. LOCATIONS QW, OPING. LOCATIONS Exposure O, Enclosed condition,lmportance Factor of 1.0. IN HEAD V''JIDTH IN HEAD 0 EXTERIOR 2. Positive values act toward the surface, negative values act away from the surface. OR CMU JAMB- UP TO 40" 3. Manufacturing data for components and cladding shall exceed the values shown in this table. UP TO 40" D �l OPENINGS 0 4. Edge pressures noted shall be used for components that are located within eight feet of BUCK /BLOCK- 16'xT G�4RA6E DDDR A , B building edges or corners. All other components shall use typical pressure values. D , E THAN 1 1/2' CONNECT W/` CEMENT FINISH +21.0 or -26.3 5. Effective Wind Area is defined as the projected surface area for components such as doors D , F 30.01" TO 100* A , B , C 80.01 " TO 100" D , E , F and windows. The Effective Wind Area for components such as studs and trusses, and for DRYWALL HEAD/JAMB FOR BUCK cladding such as roof and wall sheathing, is defined as the span length multiplied by an effective width need not be less than one-third the span length. 8 3 2 2 3D/ RUOF PdOT SNC14'tT� J INAL\ HPR 0F; <3:=== 27 BLOCK HEADER 2x4 45d DIACONAL BRACE(S) BUILT UP PLYtD. OR 41A OVI TE BUCK SCRIBE SCRIBE - 2x4 OR DBL. 1x4 BUCK - CONNECT A. TO BLOCK W/ 3/16"x3" TAPCON (i /4" MIN. EMBEDMENT INTO BLK.) - SOLID BLKG. AT TOP BTV+r�ti1. ,ARCH BLKG. & BUCKS Sd NAILS AT T O.C. AT BUCK / 116' OSB SECTION A -A 4'-0' 3/16'x3° TAPCONS MAX.. \ BACKSIDE TO FIT ARCH- ARCH PANEL (4)1411 NAILS INTO EA. CONNECT W/ SJ NAILS I, 2x4 BRACE/BLKG.- 2x4 SOLID BLKG. 'FULL WIDTH OF WALL)IINSTALL W�1Wd. �CRE,.r ANt,H�� � BTWN. OSB ARCH FACES W4'/ (2)10d NAILS INTO ARCH BLl{G. PER THRU OSB INTO EA. '2x4 INSTALLAMN DETAILS SECTION A -A PROVIDE TAPCON PER WDW'i. INSTALLATION DETAILS OR THRU 1 1/2' THK. OR MOR BUCK WITHIN 3' MIN, OF START OF .ARCH FRAME ARCH TOP DETAIL 2x4 45d DIAGONAL BRACE AT EA. FACE OF ARCH W/ '2)104 NAILS AT EA. END PROVIDE TAPCOPI 'THIN 4' I,{IN. OF BRACE START OF .ARCH _ 4' IMAX. RAD. BLOCK OPNG. SHOINN FRANIE OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYtiVD. JOINT AT JAMBS) -2 - 2x4 OR DBL. 1x4 BUCK - SECTION CONNECT EA, TO BLOCK W/ 3/16'x3" �- BLOCK HEADER TAPCON (1 1/4' MIN. EMBEDMENT INTO B -B BLK.) PROVIDE 2x4 DIAD. BRACE /f SOLID BLKG. AT TOP BTWN.��4'-0° 1'-4" , ,VN B . VERT. BRACES WHEN � � I. � ARCH BLKG. & BUCK MAX. OF BRACE EXCEEDS .24" TAPCOIN EA. SIDE 2x4 VERT. 8d NAILS AT 8" O.C. BUCK- (1�WUITHIN 4» BRACE(S) AT BUCK �+ MIN. OF START ART OF ARCH BUILT LIP PLWD. OR _ 7/16" OSB MASONITE BUCK -SCRIBE ARCH PANEL START OF ARCH BACKSIDE TO FIT ARCH- EQ. CONNECT IN/ 8d NAILS 2x4 VERT, AT EA. FACE OF ARCH INSTALL WDW', SCREW ANCHOR WV! (j)IM NAILS AT EA. END INTO ARCH BLKG. PER x4 SOLID WIDTH OF WALL INSTALLATION DETAILS 2 SLD BLKG. (FULL ) BTWN. OSB ARCH FACES WI/ (2)10d NAILS SECTION B -B TFIRU OSB INTO EA, 2x4 FRAME ELLIPSE ARCH TOP DETAIL EQ. BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAI,IBS) 0 N +.MAX. GROUT BLOCK SOLID AS SHOWN - EXTEND GROUT CONTINUOUS TO THE NEAREST REINFORCED CELLS BEYOND THE LOCATION OF THE MAXIMUM 2' BLOCK OVERHANG (FILL TO BOTTOM OF WINDOW SILL AT LOCATIONS WHERE SILL IS LESS THAN 2'-D" ABOVE TOP OF SLAB) 111 M LIMB 111� pi 111; 1 WON MAXIMUM WALL HT ! 144 MPH / EXP C / RISK CAT. II SIZE/SPECIES SPACING MAXIMUM HEIGHT 20 SPF 16" OC 8'-4" 20 SPF 12" OC 9'-0" 2x4 SPF 16" OC 20 SPF 12" OC 26 SPF 16"00 12'-4" 26 SPF 12" OC 13'-0" 2x6 SPF 16" OC 14'-D" 26 SPF 12" OC 15'-0" NOTE: HEIGHTS SHOWN IN THIS TABLE ,ARE BASED ON STUDS BEING ATTACHED 8„ A TO 1,x'2 MINIMUM OSB SHEATHING WITH 8d MIN NAILS @ 12" OC 21/2" THICK OR MORE INTERMEDIATE SUPPORTS AND 6" OC AT PERIMETER AND 4' OC @ - C I11AX. C CORNER STUDS. SHEATHING TO BE CONTINUOUS OVER 3 OR MORE STUDS. 2 4'-5' 2 1/2" WIDE BUCK - LINTEL ABV. OPNG, B B J BS=2 2 1 OR CMU JAMB-_� BOLT @ 16" O.C. = C WVDVV. C WVDW. INDW. C THICKNESS - CONNECT W/ CAULK BTWVN. 10d 'X 3"L. OR OPNG. OPNG. OPNG. 3/16" DLA. TAPCONS. BUCK ,' BLOCK SGD OR A A A 16" O.C. Q EXT. DOOR CEMENT FINISH SILL / BULL SILL / MULL 1 1; 4" ENIBEDIsIEPIT INTO OVER BLOCK OPNG. SINGLE WDW. OR MULTIPLE SIDE INSTALL WDW./DOOR SCREWY DRYWALL STACKED WDW, BY SIDE V0AIS, WITH 1,,"2" DI,AM. THRU-BOLTS AT 16" O.C. VERTICALLY WITH INSTALLATION DETAILS W/ MULL BTWN. VV MULL BTWN. o X INSTALL WDW. /DOOR TAPCON PRECAST CONC. co S WDVV. OPNG. LOCATIONS QW, OPING. LOCATIONS HEIGHT IN HEAD V''JIDTH IN HEAD 0 EXTERIOR DOOR OR CMU JAMB- UP TO 40" A UP TO 40" D �l OPENINGS 0 h,M,AXIMUi M BUILT UP BUCK /BLOCK- 16'xT G�4RA6E DDDR A , B 40.01" TO 60" D , E THAN 1 1/2' CONNECT W/` CEMENT FINISH +21.0 or -26.3 A , C '50,01" TO 80" D , F 30.01" TO 100* A , B , C 80.01 " TO 100" D , E , F BLOCK HEADER 2x4 45d DIACONAL BRACE(S) BUILT UP PLYtD. OR 41A OVI TE BUCK SCRIBE SCRIBE - 2x4 OR DBL. 1x4 BUCK - CONNECT A. TO BLOCK W/ 3/16"x3" TAPCON (i /4" MIN. EMBEDMENT INTO BLK.) - SOLID BLKG. AT TOP BTV+r�ti1. ,ARCH BLKG. & BUCKS Sd NAILS AT T O.C. AT BUCK / 116' OSB SECTION A -A 4'-0' 3/16'x3° TAPCONS MAX.. \ BACKSIDE TO FIT ARCH- ARCH PANEL (4)1411 NAILS INTO EA. CONNECT W/ SJ NAILS I, 2x4 BRACE/BLKG.- 2x4 SOLID BLKG. 'FULL WIDTH OF WALL)IINSTALL W�1Wd. �CRE,.r ANt,H�� � BTWN. OSB ARCH FACES W4'/ (2)10d NAILS INTO ARCH BLl{G. PER THRU OSB INTO EA. '2x4 INSTALLAMN DETAILS SECTION A -A PROVIDE TAPCON PER WDW'i. INSTALLATION DETAILS OR THRU 1 1/2' THK. OR MOR BUCK WITHIN 3' MIN, OF START OF .ARCH FRAME ARCH TOP DETAIL 2x4 45d DIAGONAL BRACE AT EA. FACE OF ARCH W/ '2)104 NAILS AT EA. END PROVIDE TAPCOPI 'THIN 4' I,{IN. OF BRACE START OF .ARCH _ 4' IMAX. RAD. BLOCK OPNG. SHOINN FRANIE OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYtiVD. JOINT AT JAMBS) -2 - 2x4 OR DBL. 1x4 BUCK - SECTION CONNECT EA, TO BLOCK W/ 3/16'x3" �- BLOCK HEADER TAPCON (1 1/4' MIN. EMBEDMENT INTO B -B BLK.) PROVIDE 2x4 DIAD. BRACE /f SOLID BLKG. AT TOP BTWN.��4'-0° 1'-4" , ,VN B . VERT. BRACES WHEN � � I. � ARCH BLKG. & BUCK MAX. OF BRACE EXCEEDS .24" TAPCOIN EA. SIDE 2x4 VERT. 8d NAILS AT 8" O.C. BUCK- (1�WUITHIN 4» BRACE(S) AT BUCK �+ MIN. OF START ART OF ARCH BUILT LIP PLWD. OR _ 7/16" OSB MASONITE BUCK -SCRIBE ARCH PANEL START OF ARCH BACKSIDE TO FIT ARCH- EQ. CONNECT IN/ 8d NAILS 2x4 VERT, AT EA. FACE OF ARCH INSTALL WDW', SCREW ANCHOR WV! (j)IM NAILS AT EA. END INTO ARCH BLKG. PER x4 SOLID WIDTH OF WALL INSTALLATION DETAILS 2 SLD BLKG. (FULL ) BTWN. OSB ARCH FACES WI/ (2)10d NAILS SECTION B -B TFIRU OSB INTO EA, 2x4 FRAME ELLIPSE ARCH TOP DETAIL EQ. BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAI,IBS) 0 N +.MAX. GROUT BLOCK SOLID AS SHOWN - EXTEND GROUT CONTINUOUS TO THE NEAREST REINFORCED CELLS BEYOND THE LOCATION OF THE MAXIMUM 2' BLOCK OVERHANG (FILL TO BOTTOM OF WINDOW SILL AT LOCATIONS WHERE SILL IS LESS THAN 2'-D" ABOVE TOP OF SLAB) 111 M LIMB 111� pi 111; 1 WON MAXIMUM WALL HT ! 144 MPH / EXP C / RISK CAT. II SIZE/SPECIES SPACING MAXIMUM HEIGHT 20 SPF 16" OC 8'-4" 20 SPF 12" OC 9'-0" 2x4 SPF 16" OC 20 SPF 12" OC 26 SPF 16"00 12'-4" 26 SPF 12" OC 13'-0" 2x6 SPF 16" OC 14'-D" 26 SPF 12" OC 15'-0" NOTE: HEIGHTS SHOWN IN THIS TABLE ,ARE BASED ON STUDS BEING ATTACHED 8„ A TO 1,x'2 MINIMUM OSB SHEATHING WITH 8d MIN NAILS @ 12" OC 21/2" THICK OR MORE INTERMEDIATE SUPPORTS AND 6" OC AT PERIMETER AND 4' OC @ - C I11AX. C CORNER STUDS. SHEATHING TO BE CONTINUOUS OVER 3 OR MORE STUDS. 1. LOCATIONS PER INDIVIDUAL WIOVU. OPNG D1,MENSION NOT iMULLED VIDIN. OPNG. DIMENSION ?. Iv1.AMIUM ALLOWABLE SPACING BTYV`N. TAPCON ANCHORS TO BE 24" O.C. 2x HDR. PLATE OR EXTERIOR%' +0. HDR. SHEATHING (2) LAYERS OF 7/16" O.S.B. OR (1) LAYTR OF 5/4" PLYWD. CONNECT WV/ (2)Sd (NAILS AT i6" O.C. BUILT UP WOOD HDR, OR 2x HDR, PLATE EXTERIOR SHEATHING h CRIPPLE STUDS AT 16" O.C. BT `liN. SILL PLATE & BOT. PLATE OR HDR. & HDR. PLATE i 2x HDP,. OR SILL PLATE / OR HDR. JACK ATTACH 10N.1DOOR PER MANUF. SPECIIFFICATIONS SILL / JAMB /HEAD FRAME G. WNI.DO`GR DETA LS TAPCON PER ,1 3/4" SCHEDULE f MIN. d X I I r -a _< EXT FACE TAPCON INSTALLATION ANCHOR CHART FOR BLOCK OPNGS. W/ BUCKS 1 1,1''2" THICK OR GREATER VERTICAL SPACING OF FASTENERS AT 8" O.C. WIDTH 'i+lIDTH WIDTH (2)2x6 WIDTH (2)2x8 24" O.C. D F E F D D E D D E D BE 2 1/2" AND MINIMUM EDGE DISTANCE SHALL BE 1". 8" TO 2 -1/2" THICK PROVIDE 2x P.T. ,AGAINST 5Py. MAX. ( MAX. ' .A 8„ A 8„ A �' 21/2" THICK OR MORE THICKNESS 1112" OR GREATER - C I11AX. C N+1.4X. C- 2 4'-5' 2 1/2" WIDE BUCK - LINTEL ABV. OPNG, B B J BS=2 2 1 OR CMU JAMB-_� BOLT @ 16" O.C. = C WVDVV. C WVDW. INDW. C THICKNESS - CONNECT W/ CAULK BTWVN. 10d 'X 3"L. OR OPNG. OPNG. OPNG. 3/16" DLA. TAPCONS. BUCK ,' BLOCK SGD OR A A A 16" O.C. Q EXT. DOOR CEMENT FINISH SILL / BULL SILL / MULL 1 1; 4" ENIBEDIsIEPIT INTO OVER BLOCK OPNG. SINGLE WDW. OR MULTIPLE SIDE INSTALL WDW./DOOR SCREWY DRYWALL STACKED WDW, BY SIDE V0AIS, WITH 1,,"2" DI,AM. THRU-BOLTS AT 16" O.C. VERTICALLY WITH INSTALLATION DETAILS W/ MULL BTWN. VV MULL BTWN. o X INSTALL WDW. /DOOR TAPCON PRECAST CONC. co S WDVV. OPNG. LOCATIONS QW, OPING. LOCATIONS HEIGHT IN HEAD V''JIDTH IN HEAD 0 EXTERIOR DOOR OR CMU JAMB- UP TO 40" A UP TO 40" D �l OPENINGS 0 h,M,AXIMUi M BUILT UP BUCK /BLOCK- 40.01" TO 60" A , B 40.01" TO 60" D , E THAN 1 1/2' CONNECT W/` CEMENT FINISH 60.01" TO 80" A , C '50,01" TO 80" D , F 30.01" TO 100* A , B , C 80.01 " TO 100" D , E , F 1. LOCATIONS PER INDIVIDUAL WIOVU. OPNG D1,MENSION NOT iMULLED VIDIN. OPNG. DIMENSION ?. Iv1.AMIUM ALLOWABLE SPACING BTYV`N. TAPCON ANCHORS TO BE 24" O.C. 2x HDR. PLATE OR EXTERIOR%' +0. HDR. SHEATHING (2) LAYERS OF 7/16" O.S.B. OR (1) LAYTR OF 5/4" PLYWD. CONNECT WV/ (2)Sd (NAILS AT i6" O.C. BUILT UP WOOD HDR, OR 2x HDR, PLATE EXTERIOR SHEATHING h CRIPPLE STUDS AT 16" O.C. BT `liN. SILL PLATE & BOT. PLATE OR HDR. & HDR. PLATE i 2x HDP,. OR SILL PLATE / OR HDR. JACK ATTACH 10N.1DOOR PER MANUF. SPECIIFFICATIONS SILL / JAMB /HEAD FRAME G. WNI.DO`GR DETA LS TAPCON PER ,1 3/4" SCHEDULE f MIN. d X I I r -a _< EXT FACE FASTENER SCHEDULE FOR (2)104 x 1 1/2" AT 24" OF BLOCK VERTICAL SPACING OF FASTENERS AT 8" O.C. _'_'O STAGGERED UNLESS OTHERWISE NOTED. THIRD AND (2)2x6 O.C. FOR BUCK BUILT UP (2)2x8 2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL (2)2xiO BE 2 1/2" AND MINIMUM EDGE DISTANCE SHALL BE 1". STUD TO 2 -1/2" THICK PROVIDE 2x P.T. ,AGAINST OR BLOCK FOR BUILT UP BUCKS i;2)8d x 2 1/2" AT 24° 2" THICK OR MORE O.C. FOR BUCK BUILT UP BUILT UP BUCK DETAIL 21/2" THICK OR MORE THICKNESS 1112" OR GREATER PRECAST CONC.-MIN. IOd X 31 OR 2 4'-5' 2 1/2" WIDE BUCK - LINTEL ABV. OPNG, 1,r'2" DLAIA. 6'-3" 2 I{AXINIUhd 2 3/4" BUILT UP OR CMU JAMB-_� BOLT @ 16" O.C. 2x6 (2) THICKNESS - CONNECT W/ CAULK BTWVN. 10d 'X 3"L. OR 3/16" DLA. TAPCONS. BUCK ,' BLOCK TAPCON LENGTH MUST BE 16" O.C. 2x5 SUFFICIENT TO ACHIEVE MIN. CEMENT FINISH 104 x 31 10d X 31. OR 1 1; 4" ENIBEDIsIEPIT INTO OVER BLOCK 1'2" DLA. BOLT BLOCK JAMB / HEAD INSTALL WDW./DOOR SCREWY DRYWALL ANCHOR INTO BUCK PER IN LIEU OF NAILS, MEMBERS h1AY BE BOLTED TOGETHER WITH 1,,"2" DI,AM. THRU-BOLTS AT 16" O.C. VERTICALLY WITH INSTALLATION DETAILS HEAD/JAMB FOR BUCK THICKNESS 11/2" OR GREATER, INSTALL WDW. /DOOR TAPCON PRECAST CONC. ANCHOR INTO BLOCK PER LINTEL ABV. OPNG. INSTALLATION DETAILS OR CMU JAMB- N11N, 2 1/2" WIDE BUCK - CAULK BTWPI. �l h,M,AXIMUi M BUILT UP BUCK /BLOCK- THICKNESS MUST BE LESS THAN 1 1/2' CONNECT W/` CEMENT FINISH n SPIRAL NAILS AT 16" O.C. OVER BLOCK II DRYWALL HEAD/JAMB FOR BUCK THICKNESS LESS THAN 11/211 CEMENT FINISH ATTACH WDW./DOOR PER OVER BLOCK MANUF. SPECIFICATIONS PRECAST CONC. SILL I SILL BLOCK WALL OPNG, WDW.IDOOR DUCK DETAILS ALL EXTERIOR NINDOWS AND DOORS SHALL HAVE MEET PRESSURES IN CHART- EXPOSURE "C" WOOD HEADER SCHEDULE MAXIMUM CLEAR SPAN FOR LOAD BEARING FRAME WALLS SIZES NOTED ON PLANS TO SUPERCEDE VALUES SHOWN ON THIS SCHEDULE FASTENER SCHEDULE FOR BUILT UP STUD COLUMNS HEADER VERTICAL SPACING OF FASTENERS AT 8" O.C. _'_'O STAGGERED UNLESS OTHERWISE NOTED. THIRD AND (2)2x6 FOURTH PLIES SHALL BE ,ADDED TO EITHER SIDE OF (2)2x8 2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL (2)2xiO BE 2 1/2" AND MINIMUM EDGE DISTANCE SHALL BE 1". STUD # OF NAILS NUMBER OF PLYS (2) FLYS (3) PLYS (4) PLYS SIZE PER ROW 2x4 (1) 104 x 31. 104 x 31 IOd X 31 OR 2 4'-5' 2 5'-5" 1,r'2" DLAIA. 6'-3" 2 2nd FLOOR & ROOF 3'-0' BOLT @ 16" O.C. 2x6 (2) lOd x 3"L. 104 x 3"L 10d 'X 3"L. OR 1; 2 DIANI.BOLT 16" O.C. 2x5 (2) 104 x 31. 104 x 31 10d X 31. OR 1'2" DLA. BOLT @ 16" O.C. IN LIEU OF NAILS, MEMBERS h1AY BE BOLTED TOGETHER WITH 1,,"2" DI,AM. THRU-BOLTS AT 16" O.C. VERTICALLY WITH THE SAME NUMBER OF BOLTS PER ROW AS NAILS WOOD HEADER SCHEDULE MAXIMUM CLEAR SPAN FOR LOAD BEARING FRAME WALLS SIZES NOTED ON PLANS TO SUPERCEDE VALUES SHOWN ON THIS SCHEDULE HEADER LOAD CONDITION HEADER SIZE _'_'O '1 (2)2x6 NJ (2)2x8 I NJ (2)2xiO NJ (2)2x12 NJ ROOF ONLY 4'-0° 2 5'-4" 2 6'-8" 2 T-6" 2 2nd FLOOR ONLY 3'-6" 2 4'-5' 2 5'-5" 2 6'-3" 2 2nd FLOOR & ROOF 3'-0' 2 3'-1D" "NX = MINIMUM NUMBER OF JACK STUDS REO'D. AT EA. END UNLESS OTHERWISE NOTED ON THE PLAN ALL STRUCTURAL HEADERS TO BE ,#2 OR BETTER S.Y.P. ALL NON-STRUCTURAL HEADERS HEIri-FIR OR S -P -F OR BETTER CONSTRUCTION NOTES 1. APPLICABLE CODES: - FLORIDA BUILDING CODE 2010 - RESIDENTIAL - NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DV'+FLINGS, NFPA 7O,A; 2007. - FLORIDA FIRE PREVENTION CODE - F.F.P.C. 2010 2. SUBCONTRACTORS SHALL VERIFY ,ALL DIMENSIONS IN THE HELD AND NOTIFY THE BUILDER/ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING VilTH CONSTRUCTION. 3. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY CONTRACTOR AS REQUIRED TO SAFELY PERFORM THE 'IIORK. TERMITE PROTECTION 1, TERMITE PRETREATMENT SHALL MAKE USE OF BORA-CARE TERI01 GIDE. THE BORA-CARE TERMITICIDE TREATMENT IS REGISTERED BY THE FLORIDA DEPARTI,ISNT OF AGRICULTURE AND CONSUMER SERVICES AS REQUIERED BY THE FLORIDA BUILDING CODE 2010 - RESIDENTIAL 2. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVETREATI,iENT, A CERTIFICATE OCOMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONT OL COMPANY BEFORE A CERTIFICATE'OF OCCUPANCY MAY BE ISSUED. THE CERTIFICATE OF COMPLIAINCE SHALL STATE: THE BUILDING HAS RECEIVED A COMPLETE 1REATh+TENT FOR THE PP,EVENTIO�N OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE IMTH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES'. FOUNDATION NOTES I. FOUNDATION IS DESIGNED BASED ON PRESUh,9PTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000 PSF, CONTRACTOR SHALL VERIFY THAT THE MIPIIhIUNI BEARING PRESSURE OF 2000 PSF IS OBTAINED PRIOR TO FOOTING PLACEMENT. 2. FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. 3, AS REQUIRED BY THE LOCAL MUNICAPILITY' BUILDING DEPARTMENT, A FOUNDATION SURVEY SHALL BE PERFOR,MED ,AND A COPY OF THE SURVEY SHALL ON THE SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONCRETE NOTES 1. CONCRETE STRENGTH SHALL BE 2500 PSI AT 28 DAYS ,AND IN ACCORDANCE V41TH A.C.I. 318-11, 2. REINFORCING S��EL SHALL BE IN ACCORDANCE W'lITH THE LATEST EDI710`1 OF ASTM A615 GRAFE 40, 3. WELDED VIRE F,ABP,IC SHALL BE IN ACCORDANCE WITH THE LATEST EDIIIOiV OF ,AST4f A185. CONCRETE MASONRY NOTES L CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH A.C.I. 530/ASCE 5/TMS 402. 2. CON h,IASONRY UINITS SHALL BE IN CONFORMAINCE INI I ASTh,I C90, GRADE N, TYPE II ASTM 0140 .AND SHALL HAVE A COMPRESSIVE STRENGTH OF 2000 PSI MINIMUM BASED ON THE NET GROSS SECTIONAL AREA. 3. COARSE GP,OUT SHALL EE IN CONFORMANCE W'�ITH AS -11M C476. 4. MORTAR SHALL BE TYPE "NI" OR "S" IN ACCORDANCE WI h ASTM C270. 5. ALL IMASONARY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 6. PROVDE 8" PRECAST CONCRETE LINTELS ABOVE ALL MASONARY OPNGS. ALL LINTEL FOR OPNGS. OVE R 5'-6" SHALL BE GP,OUTED SOLID W/ 8" STANDARD BRG. EA. END U.N.O. (4" MIN. BEARING REQ'D.) PRE-ENGINEERED WOOD TRUSSES 1. ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN SPECIFICATONS FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION, 2, THE TRUSS IJAINUF. SHALL VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. ANY DEVIATIONS DID, DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO THE ATTENTIONOF THE LUILDER/ARCHITECT/ENGINEER, PRIOR TO PROCEEDING. TRUSS MANUF. T SUPPLY ALL TP,USS TO TRUSS HANGERS ARID CONNECTIONS. 3. TRUSS h,IANUE. TO PROVIDE SHOP DRAPINGS ON NEIN AND/OR REVISED MODEL PLANS TO BUILDER FOR REVIEW'( BEFORE F.AB"ICAiION. TRUSS SHRAVWINGS SHALL SHOW ALL TRUSS PROFILES, GRAVITY/UPLIFT LOADS, BRACING MEMBERS, AND TRUSS TO TRUSS HANGERS. 4. ALL PREFAB. WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS .AS REQUIRED PER THE FRAMING PLANS. 5. PRE -ENGIRT tP,ED '�400D TRUSSES, RAFTEP,S, AND OTHER, ROOF FRAMING MEMBERS SHALL BE SPACED AT 24" O.C. MAXIMUM. 6, RIDGE AND VALLEY SET IMEAMBERS SHALL BE A NOMINAL DIMENSION OF 2" LARGER THAN RAFTERS. 7. ALL ROOF FRAvMIiNC MEMBERS SHALL BE MIN. SYP If OR BETTER. WALL & ROOF FRAMING NOTES 1. WOOD CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCT ASSOCIATION, 2. ROOF AND ','TALL ST RUCiURAL SHEATHING SHALL BE SPAN RATED IN ACCORDANCE WITH APA PS 1-83 OR iNER 105. (NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d RING SHANK, HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD AND SHANK SIZE EQUIVALENT TO HAND DRIVEN NAILS, OTHERW'JSE SPACING SHALL BE REDUCED FRO',I I'" TO 10°,3" TO 6', 6" TO 5", 4" TO 3", AND 3" TO 2' IN THOSE APPLICATIONS. 3. ALL EXTERIOR FRAMED WALL STUDS SHALL BE AS NOTED 01N PLAPIS AND OR A MiN16fUM GRADE OF #2 SYS OR BETTER. INTERIOR WALL STUDS SHALL BE A MINIMUM OF S -P -F ,#2 OR BETTER. 4. WOOD HEADERS PER SCHEDULE UNLESS .NOTED OTHER';+ISE ON PLANS. ALL HEADER MATERIAL TO BE SOUTHERN �LL04'I FINE h,{I1V. PROVIDE STRAPS AS P,EQb. PER DETAILS. 5. PROVIDE A BUILT UP OR SOLID SAWN( COMM UNDER ALL GIRDERS AND BEAMS IN FRAMED WALLS UNLESS RIOTED OTHERWISE ON PLANS. A MINIMUM OF (2)2x4 STUDS SHALL BE USED, STRAP MEMBER DIRECTLY 10 TOP OF COLUIdN AND BOTTOM 4!/ A MIN, OF SIMPSON SPH4 OR EQUAL AT EACH STUD. PROVIDE BLOCKING TO BEARING WALLBELOW AS REQUIRED. HEAVY HOLD DO'�NS MAY BE REQUIRED AT SOME LOCATIONS AS (NOTED ON PLANS. 6. END JOINTS IN STRUCTURAL DOUBLE PLATE SHALL BE OFFSET AT LEAST 4'-0". STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. 7. AT EXTERIOR FRAME WALLS, PROVIDE FULL PANEL OF SHEATHING FROM ALL CORNER EDGES. FULL PANEL MUST BE SA'WCUT AROUND ANY OPENINGS. SEE DETAILS FOR NAILING REQUIREMENTS. S. THE NUMBER AND SIZE OF NAI:_S CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE SPECIFIED IN TABLE R502.3(FASTENING SCHEDULE) OF THE FLORIDA BUILDING CODE 2010 -RESIDENTIAL- UNLESS RIOTED OTHERWISE. 9. ALL WOOD IN CONTACT'NiTH CONCRETE SHALL BE PRESSURE TREATED LU1,IBER OR SEPARATED FROM CONCRETE W/ FELT PAPER, OR METAL PLATES. 10. ,ALL NAILS AND BOLTS EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVINIZED. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING WALLS ,ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALL WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 2. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER PLAN. 3. UPLIFT CONNECTORS .AT ROOF TRUSSES SHALL BE BENT OVER TRUSS TOP CHORDS AS REQUIRED ANG NAILED PRIOR TO APPLICATION OF ROOF SHEATHING. MISSED STRAPS SHALL BE INSTALLED PER PLAN PRIOR TO SHEATHING INSTALLATION, 4. THE MAXIMUM NUMBER OF FLAT STRAPS (ILE. "HETA20") IN THE TOP BLOCK WALL COURSE AT ANY GIRDER TRUSS SHALL BE (2) STRAPS WITH 8" CLEAR DIMENSION BEFORE NEXT STRAP(S). 5. ALL SPECIFIED CONNECTORS SHALL BE INSTALLED PER CONNECTOR MANUFACTURERS INSTRUCTIONS. 6. NO CONNECTOR SHALL BE BENT IN THE FIELD UNLESS NOTED AS ACCEPTABLE IN THE CONNECTOR MANUF. PRODUCT CATALOG, 7. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. S. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTOR SCHEDULE FOR MINIHUM NUMBER OF FASTENEP,S. 9. MAY SUBSTITUTE HURRICANE STRAP WITH STRAP OF GREATER HOLD DOWN VALUE OR GREATER UPLIFT VALUE IN FIELD WITHOUT VERIFICATION, PROVIDED ,ALL MANUFACTURERS INSTALLATION INSTRUCTIONS OR REQUIREMENTS ARE FOLLOWED. STRUCTURAL CRITERIA 1. APPLICABLE CODE: FLORIDA BUILDING CODE 2010 - RESIDENTIAL WIND SPEED - 140 PION-WND-BORNE DEBRIS REGION; WIND IMPORTANCE FACTOR - (1) ONE; "ENCLOSED" BUILDING TYPE; EXPOSURE CATEGORY C - SEE ROOF PLAN NOTES. 2, INTERNAL PRESSURE COEFFICIENT: +/- 0.18 MAXIMUM MEAN ROOF HT. = 30 FEET GENERALNOTES 1. DOORS BETWEEN GARAGE AND LIVING SPACE SHALL BE MINIMUM 1 3,''8" THICK SOLID CORE WOOD DOORS, 1 3,18' SOLID OR HONEYCCNIB CORE STEEL DOORS, OR 20 -MINUTE FIRE RATED DOORS. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE ARID ITS ATTIC AREA BY NOT LESS THAN 1'2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8' TYPE X GYPSUM BOARD OR ITS EQUIVALENT. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWVELLIN FROM THE GARAGE SHALL BE CONSTRUCTED OF .A MINIMUM NO. 26 GAGE SHEET STEEL OR APPROVED EQUAL. 4. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE VIALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" CUSUM BOARD. DOOR SCHEDULE 2008 0 4N DOOR DOOR DOOR DOOR 'WIDTH WIDTH HT. HT. FEET INCHES FEET INCHES NOTES: 1. NUNIBER OF PANELS, HAND, & SW^TING AS SHO4VTI ON PLAN LATEST REVISION DATE TO MASTER: 07-01-12 U) INCEMEWHIN 11� 0 W C..� i1Y LU oo C,0 0 a LD UJ __J Lij UJ LLIf �I < LLIf 0 W b DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/i HOMES FOR CLARIFICATION! A 1( 8 11 D� 1�+1i'I ORLANDO m _'_'O '1 U 0000 "oz C6 w c0 U w� tib W la �I Q LLI o U rn C" r. t ® < { 0 1 F-i,c1)clLE Imo, LD UJ __J Lij UJ LLIf �I < LLIf 0 W b DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/i HOMES FOR CLARIFICATION! A 1( 8 11 D� 1�+1i'I ORLANDO m _'_'O U 0000 "oz C6 w c0 U w� tib W la Q LLI o U rn C" t ® < { 0 1 F-i,c1)clLE Imo, LD UJ __J Lij UJ LLIf �I < LLIf 0 W b DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/i HOMES FOR CLARIFICATION! A 1( 8 11 D� 1�+1i'I ORLANDO 7,'16" OSS SHEATHING GABLE END OR FLOOR TR"" 78" CE\TEN N PAPER AIR INFILTRATION B (DESIGN STANDARD: MID-',V.ALL WEEP SCREED 1/2" PLAS 0 I.RIV YY`1LL DETAIL BLOOD FRAME CONNECTION SCALE: 3" TYVEK OVER 'C' PEEL AND STICK FLASHING AND WINDOW FLANGE TAPE OVER CUT �i IN TYVEK r ------------ tP� z w#5 #5 BAR DOWEL SET IN BLOCKING I / I VERT. REINF. CONC. AT T O.C. 6 � START B STRIPS HERE -- I TOP OF CELL I EDGE OF WINDOW I > I FLANGE � I I I E I II I NOTES: ' APPLY PEEL AND STICK --DRILLED HOLE TO BE I OF REBARS FLASHING MEI,iBRANE IN ORDER i I 3000 PSI CONC. DISPENSING ADHESIVE STARTING AT BOTTOM OF FILLED CELL VJ/ --EPDXY ADHESIVE TO WINDOW AND OVERLAPPING AS HIGH STRENGTH TYPE I I I I INDICATED I � I I BE CLEAN ,AND OIL FREE SAINCUT 1" N. OPNG. IN SA1'TCUT APPROX. I A 4„ �" W x�sH OPENING I 8'-0° MAX. SPAN IN/O 2x8 RIDGE 20 VERTICAL BLKG. 2x6 VALLEY RAFTERS (4)164 20 COLLAR TIE IN NAILS UPPER 3RD OF ROOF HT. MTS12 ---_ STRAP - i 2x4 VERT. AT GiTS12 8'-0" O.C. h1AX. (ONLY STRAP AT SPANS > 8'-0') 20 BLKG. AT VALLEY RAFTER ERG. BTWN, TRUSSES ROOF TRUSS ROOF TRUSS BELOW RAFTER HAND `ALLEY FRIVIG, DETAIL ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER STAMP WOOD FRAh,IE WALL ASSEMBLY ',4ATER-RESISTANT CO,A T ED GLASS 1,.AT GYPSUM BACKER BOARD (1/2" DENS -GLASS) STOP AT TOP OF LINER 11 LE 4YALL SY'STE11,1 SHOWER DRAIN FOR TILE SHOY;ER INSTALLATIONS USING A SHOV,EP, PAN LINER - 2xJ0 BL'?G CONT. ALL SIDES OF SNORTER GRAVEL AT DRAIN OR PLASTIC PRO -SLOPE ;rEEP PROTECTOR, TOMAIMIAIN DRAINAGE Al DRAIN VEEP HOLES — MORTAR BED AT WALL 1'T/GALV. METAL LATH j MORTAR BED 111N. THICKNESS �1 1-1 /2' - WN. �LOP� 1/u° EER z ; s ;'&'TERPROOF SHOVER PAN LI + - EXTEND UP ;RAILS i0" h11N. 2 UNDER CLA!.iP RING WOOD TRUSS FLOOR SYSTEM - SEE F R,AWNG PLAIN FOR DETAIL �NfD STY, SHOWER DETAIL N.T.S P.T. WOOD FURRING OR WOOD i SHORTER, DOOR OR SHOViER ENCLOSURE Y/F ROE SET IN FULL BED OF SILICONE SEALANNI - CENTER ON 1,IARBLE SILL & ,'TALL BEYOND IF PROVIDED 4iARBLE SILL EXTEND WATERPROOF SHOVER PAN LINER UP & OVER, SILL FRAI+IING i i P.T. 2;X4 WOOD BUILT-UP SILL W/},iORTAR SED u GALV. LATH AT TOP 2c SIDES i PRL -SLOPE BASE 0T'L !JORTAR BED OR COl',IPOSITE LOW DENSITY EPS BOARD (PRO -SLOPE) I,iIN. SLOPE 1/4" PER FT. —TILE FLUOR SYSTEM �! E'RA11E WALL ASSEMBLY i1LE ti'IALL SYS Ehl COATED GLASS hiAT ','TATER-RESIS T ANT % GY'PSU?,i BACKER BOARD (1/2" DENS -CLASS) SH014EP, DRAIIN FOR TILE SHO';;LL IMSTALLA110N 1"+l1ERE THE USE OF A SHO';FtR SAN LINER IS _ NOT REQUIRED 110RT.AR BED AT WALL W/GALV. l.lETAL LATH z TILE FLOOR SYSTE,1i ? _ s 4r MORTAR BED -� Nil/ 'Ar MIN. THICKNESS i-1/2„ \ I AN. SLOPE 1/4" PER FT. i I I I \ � 1ST STY, 6"HOWER DETAIL N.T.S. LATERAL R+' NUMBER zY WE RS VAR 51-1-51CIV co LI 1rCD D ` ll'CD S..O,+L\ 000 , 0„ HO-' i ENCLOSURE 4`T/FRAME SET IIx1 FULL BED OF SILICONE SEALANT - CENTER ON 0RBLE SILL & WALL BEYOND IF PROVIDED FLOOR, TILE IIIARBLE SILL �! 01IRTAR BED AT WALL W/GALV. METAL LATH SHOVER DRAIN RECEPTOR - TOP OF DRAIN 2" !,iIN. BELOW F.F. LEVEL 1E-A;i!1r'VG � u? TO fi•lF r1'490IU4� BRACE r Wiz; 70 RE;SFr60Txi PVS.u�vc -% •,'' j SECTION B- Ati'rO PUL_!h'G FORCES r LATERAL I r r I 607"r4f CHf�47 U4-ER4L ?RACNG .ii •r+i l 0�14PHR4CIV � I � SRnGF END W LLJ'/T RIAGONAL BRACE MAY RE RED 11VTG�� �'O, r_ -,RC`±pA C. R. LA:�R4L BRACriVv STANDARD END DROPPED TOP CHORD END wc-.y SECTION A -.A SECTION C -C NOTES: 1f ACTUAL BRACING REQUIREMENTS WILL VARY DISE TO WIND LOAD, CODE CRIT=RIA, BUILDING HEIGHT, TRUSS SPAN, WEB LUMBER GRADE/SPECIES/ON CENTER SPACING AND OTHER VARIABLES. BRACING (AND ATTACHMENT) REQUIREMENTS SHOULD BE DESIGNED FOR EACH SPECIFIC JOB. 2) CONNECTION BETWEEN BOTTOM CHORD OF CABLE END TRUSS AND WALL, AS WELL AS THE DESIGN AND SPECIFICATION OF TEMPORARY AND PERMANENT BRACING OF THE ROOF SYSTEM IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. N.T.S. 5' INCL. L =T ROOF O.H. ROOF TRUSSES OR 2x RAFTERS ROOF EDGE HURR. STRAP AT EA. TRUSS AT 24' O.C.- CONNECT 2 2 SEE ROOF PLAN W/ (2)16d MIN. COMMONS - - - - - - - - - - - TE 8x8xl6 CONC. KNOCKOUT BLK. 12 TOE -NAILED TO TOP PLA 0 O I U TOP COURSE -FILL W;' CONT. 6 - - - - - - - - - AND 1-#5 BAR CONT. "SP2" AT EA. STUD TO TOP PLA 2 AT EXTERIOR, WALLS (USE SPH4 AT 10, 2 2 RIDGE 2 `> `�` 2 WOOD TRUSSES @ 24° O.C. hVlERIOR MALLS) I ROOF '' / 2'-0" O.H. OR 2x4x8 SISTER �� 14' j �J EDGE (SEE ROOF FRAMING PLAN7- = � FOR LOCATION) _I COWL. STAGGERED ,,�� "�� IIID-','J,ALL BLOCKING 2OOh01 2� � J v !1U 1 Wv(WALLS OVER 10' H.--PROVdDE 211- _� 2� - DRIP EDGE OVER ` BLKG. AT 1'-0" O.C. MAX.) 3;'4" PRIME TP,Ih,1 `1/2" GYPSUM BD. \-R-38 INSULATION �x STUDS AT 16' O.C. SEE 2 25' INCL ROOF O.H. FASCIA BOARD ON 2x j WALL AND ROOF FRA\{ING NOTA ,� SUBFASCIA 2'-0„ E N NT FOR SPECIES o'J ZONE 1 - USE 8d "RINCSHANK" NAILS @ 12" O.C. (FIELD) 6" O.G. (EDGE) J PRE-�IJG'D. CONC. LINTEL 2 ZONE 2 - USE 3d "RINGSH,ANK" NAILS @ 6" O.C. (FIELD/EDGE) ABV. TYP. Y�DbW. AND DOOR OPLJGT SEE PLANS FOR LOCATIONS AND TYPES 3 ZONE 3 - USE 8d "RINGSHANK" NAILS @ 4" Q.C. 'FIELD/EDGE) 2 t CONT. ALUW0N i 0fi�1C SIA Il Ilwl�° DIITTE®I VENTED SOFFIT�i NOTE: ALL PLYWOOD ROOF SHEATHING SHALL HAVE A 'PANEL SPAN RATING" OF 32/16. /8" CEMENT PLASTER -1. PAPER BACK LATH BUILDING WRAP (TYVEK) WALL SHEATHING ' 1 PEEL AND STiCK MEMBRANE ' J FLASHING ALUJ,iINUh,l WINDOW FP,A,ME SET IN CONT. T_:� P11 BED OF SEALANT -� EXTERIOR INDO' HEAD SCALE: 2" - 1'-O„ ALNIN0, WiNDOW FRAlY1E SET IN CONT. SED OF SEALANT PEEL AND STICK h,0,1BRANE FLASHING BUILDING WRAP (TYVEK) WALL SHEATHING PAPER BACK LATH 7/8° CEMENT PLASTER, EXTERIOR W"I'DOW SILL SCALE: 2" - 1'-O" ALUMINUM WiNDOW JJ it 1-7;18" CEMENT PLASTER FRAME SET IN CONT. BED OF SEALANT-' it PAPER BACK LATH j PEEL AND STICK BUILDING WRAP hiE\1BRANE J TYVEK) FLASHING ( l WALL SHEATHING -i EXTERIOR WINDOW JAMB SCALE: X3/4" DLA. x 6" DP. HOLE z w#5 #5 BAR DOWEL SET IN BLOCKING EPDXY ADHESIVE �w VERT. REINF. CONC. AT T O.C. 6 GROUT SOLID AT 1-5 B� R 1!'2" EXP. BOLT AT 24" O.C. VERT. TOP OF BLK. WALL TOP OF CELL �CONC. SAWCUT APPROX. FILLED REINF. TOP COURSE PER TY.. 4"bY.x24"H. OPENING I +WALL SECTION IN WALL II CONC. BLK. NOTES: II 25" MIN. LAP --DRILLED HOLE TO BE I OF REBARS CLEANED PRIOR TO i I 3000 PSI CONC. DISPENSING ADHESIVE FILLED CELL VJ/ --EPDXY ADHESIVE TO #5 REBAR HIGH STRENGTH TYPE --REBAR DO'+VEL MUST BE CLEAN ,AND OIL FREE SAINCUT 1" N. OPNG. IN SA1'TCUT APPROX. I WALL FROM TOP TO BOTTOM FOR FULL HT. 4„ �" W x�sH OPENING I REBAR PLACEMENT INTO IN WALL I CELL -FILL SOLID 'N' 25" MIN. LAP I CROUT TOP OF SLAB OF REBARS zo� Ll 3/4° DLA. x 6" DP. HOLE m FOR #5 BAR DOWEL SET,IN D w EPW' ADHESIVE ADDED REINF, FILLED WOOD FRAh,IE WALL ASSEMBLY ',4ATER-RESISTANT CO,A T ED GLASS 1,.AT GYPSUM BACKER BOARD (1/2" DENS -GLASS) STOP AT TOP OF LINER 11 LE 4YALL SY'STE11,1 SHOWER DRAIN FOR TILE SHOY;ER INSTALLATIONS USING A SHOV,EP, PAN LINER - 2xJ0 BL'?G CONT. ALL SIDES OF SNORTER GRAVEL AT DRAIN OR PLASTIC PRO -SLOPE ;rEEP PROTECTOR, TOMAIMIAIN DRAINAGE Al DRAIN VEEP HOLES — MORTAR BED AT WALL 1'T/GALV. METAL LATH j MORTAR BED 111N. THICKNESS �1 1-1 /2' - WN. �LOP� 1/u° EER z ; s ;'&'TERPROOF SHOVER PAN LI + - EXTEND UP ;RAILS i0" h11N. 2 UNDER CLA!.iP RING WOOD TRUSS FLOOR SYSTEM - SEE F R,AWNG PLAIN FOR DETAIL �NfD STY, SHOWER DETAIL N.T.S P.T. WOOD FURRING OR WOOD i SHORTER, DOOR OR SHOViER ENCLOSURE Y/F ROE SET IN FULL BED OF SILICONE SEALANNI - CENTER ON 1,IARBLE SILL & ,'TALL BEYOND IF PROVIDED 4iARBLE SILL EXTEND WATERPROOF SHOVER PAN LINER UP & OVER, SILL FRAI+IING i i P.T. 2;X4 WOOD BUILT-UP SILL W/},iORTAR SED u GALV. LATH AT TOP 2c SIDES i PRL -SLOPE BASE 0T'L !JORTAR BED OR COl',IPOSITE LOW DENSITY EPS BOARD (PRO -SLOPE) I,iIN. SLOPE 1/4" PER FT. —TILE FLUOR SYSTEM �! E'RA11E WALL ASSEMBLY i1LE ti'IALL SYS Ehl COATED GLASS hiAT ','TATER-RESIS T ANT % GY'PSU?,i BACKER BOARD (1/2" DENS -CLASS) SH014EP, DRAIIN FOR TILE SHO';;LL IMSTALLA110N 1"+l1ERE THE USE OF A SHO';FtR SAN LINER IS _ NOT REQUIRED 110RT.AR BED AT WALL W/GALV. l.lETAL LATH z TILE FLOOR SYSTE,1i ? _ s 4r MORTAR BED -� Nil/ 'Ar MIN. THICKNESS i-1/2„ \ I AN. SLOPE 1/4" PER FT. i I I I \ � 1ST STY, 6"HOWER DETAIL N.T.S. LATERAL R+' NUMBER zY WE RS VAR 51-1-51CIV co LI 1rCD D ` ll'CD S..O,+L\ 000 , 0„ HO-' i ENCLOSURE 4`T/FRAME SET IIx1 FULL BED OF SILICONE SEALANT - CENTER ON 0RBLE SILL & WALL BEYOND IF PROVIDED FLOOR, TILE IIIARBLE SILL �! 01IRTAR BED AT WALL W/GALV. METAL LATH SHOVER DRAIN RECEPTOR - TOP OF DRAIN 2" !,iIN. BELOW F.F. LEVEL 1E-A;i!1r'VG � u? TO fi•lF r1'490IU4� BRACE r Wiz; 70 RE;SFr60Txi PVS.u�vc -% •,'' j SECTION B- Ati'rO PUL_!h'G FORCES r LATERAL I r r I 607"r4f CHf�47 U4-ER4L ?RACNG .ii •r+i l 0�14PHR4CIV � I � SRnGF END W LLJ'/T RIAGONAL BRACE MAY RE RED 11VTG�� �'O, r_ -,RC`±pA C. R. LA:�R4L BRACriVv STANDARD END DROPPED TOP CHORD END wc-.y SECTION A -.A SECTION C -C NOTES: 1f ACTUAL BRACING REQUIREMENTS WILL VARY DISE TO WIND LOAD, CODE CRIT=RIA, BUILDING HEIGHT, TRUSS SPAN, WEB LUMBER GRADE/SPECIES/ON CENTER SPACING AND OTHER VARIABLES. BRACING (AND ATTACHMENT) REQUIREMENTS SHOULD BE DESIGNED FOR EACH SPECIFIC JOB. 2) CONNECTION BETWEEN BOTTOM CHORD OF CABLE END TRUSS AND WALL, AS WELL AS THE DESIGN AND SPECIFICATION OF TEMPORARY AND PERMANENT BRACING OF THE ROOF SYSTEM IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. N.T.S. 5' INCL. L =T ROOF O.H. ROOF TRUSSES OR 2x RAFTERS ROOF EDGE HURR. STRAP AT EA. TRUSS AT 24' O.C.- CONNECT 2 2 SEE ROOF PLAN W/ (2)16d MIN. COMMONS - - - - - - - - - - - TE 8x8xl6 CONC. KNOCKOUT BLK. 12 TOE -NAILED TO TOP PLA 0 O I U TOP COURSE -FILL W;' CONT. 6 - - - - - - - - - AND 1-#5 BAR CONT. "SP2" AT EA. STUD TO TOP PLA 2 AT EXTERIOR, WALLS (USE SPH4 AT 10, 2 2 RIDGE 2 `> `�` 2 WOOD TRUSSES @ 24° O.C. hVlERIOR MALLS) I ROOF '' / 2'-0" O.H. OR 2x4x8 SISTER �� 14' j �J EDGE (SEE ROOF FRAMING PLAN7- = � FOR LOCATION) _I COWL. STAGGERED ,,�� "�� IIID-','J,ALL BLOCKING 2OOh01 2� � J v !1U 1 Wv(WALLS OVER 10' H.--PROVdDE 211- _� 2� - DRIP EDGE OVER ` BLKG. AT 1'-0" O.C. MAX.) 3;'4" PRIME TP,Ih,1 `1/2" GYPSUM BD. \-R-38 INSULATION �x STUDS AT 16' O.C. SEE 2 25' INCL ROOF O.H. FASCIA BOARD ON 2x j WALL AND ROOF FRA\{ING NOTA ,� SUBFASCIA 2'-0„ E N NT FOR SPECIES o'J ZONE 1 - USE 8d "RINCSHANK" NAILS @ 12" O.C. (FIELD) 6" O.G. (EDGE) J PRE-�IJG'D. CONC. LINTEL 2 ZONE 2 - USE 3d "RINGSH,ANK" NAILS @ 6" O.C. (FIELD/EDGE) ABV. TYP. Y�DbW. AND DOOR OPLJGT SEE PLANS FOR LOCATIONS AND TYPES 3 ZONE 3 - USE 8d "RINGSHANK" NAILS @ 4" Q.C. 'FIELD/EDGE) 2 t CONT. ALUW0N i 0fi�1C SIA Il Ilwl�° DIITTE®I VENTED SOFFIT�i NOTE: ALL PLYWOOD ROOF SHEATHING SHALL HAVE A 'PANEL SPAN RATING" OF 32/16. /8" CEMENT PLASTER -1. PAPER BACK LATH BUILDING WRAP (TYVEK) WALL SHEATHING ' 1 PEEL AND STiCK MEMBRANE ' J FLASHING ALUJ,iINUh,l WINDOW FP,A,ME SET IN CONT. T_:� P11 BED OF SEALANT -� EXTERIOR INDO' HEAD SCALE: 2" - 1'-O„ ALNIN0, WiNDOW FRAlY1E SET IN CONT. SED OF SEALANT PEEL AND STICK h,0,1BRANE FLASHING BUILDING WRAP (TYVEK) WALL SHEATHING PAPER BACK LATH 7/8° CEMENT PLASTER, EXTERIOR W"I'DOW SILL SCALE: 2" - 1'-O" ALUMINUM WiNDOW JJ it 1-7;18" CEMENT PLASTER FRAME SET IN CONT. BED OF SEALANT-' it PAPER BACK LATH j PEEL AND STICK BUILDING WRAP hiE\1BRANE J TYVEK) FLASHING ( l WALL SHEATHING -i EXTERIOR WINDOW JAMB SCALE: 2" - 1'-0" DBL 2x P.T. BLOCKING 4 NAILS VERT. REINF. CONC. AT T O.C. 6 FILLED CELL W/ 1-5 B� R 1!'2" EXP. BOLT AT 24" O.C. VERT. (2 3/4" EMBED.) W/ 2"SQ. WASHER REINF. FILLED TOP BLOCK COURSE II S1hiPSON "SP2" AT EA. STUD .AT II EXTERIOR WALLS USE SPH4 (AT INTERIOR BEARING WALLS) CONC. BLK. WALL PER TYP. WALL SECTION II ATTACH EXT. SHEATHING TO — STUDS / PLATES PER J�1 STRUCTURAL NOTES VERT. REINF. CONC. FILLED CELL+1'` 1B R I AT EXT, FRAME WALL TO BLOCK WALL, PROVIDE 2x P.T. WI 1/2" EXP. BOLT -� AT 24" O.C. VERT. (4 EIviBED.) W 2 SQ. WASHERS PROVIDE 1 1/2" EDGE DISTANCE FOR BOLTS X II N SIhiPSON "SP2' AT EA. STUD ,AT -/-EXTERIOR ',WALLS (USE SPH4 .AT INTERIOR BEARING WALLS) II N TOP OF SLAB L� I Ljj EXT. FRAME WALL TO BLOICK WALL CONNECTION DETAIL APPLICABLE TO .ALL EXTERIOR FRAh;1E '+WALLS ONLY UNLESS OTHED'V L NOTED ON FLOOR PLAN NOTES: L EXTEND ROOF I A BEYOND WIDTH OF POOL OP, SERVICE DOOR OPENINGS @ LACH SIDE U. OPENINGS 2. EXTEND ROOF 2'-0" BEYOND 14 DTHI OF S.G.D. OPENINGS @ EACH SIDE U.N.O. DETAIL OF ON,':'STORY ROOF °ERHANG 5. EXTERIOR KOCK N.T.S PROVIDE SOLID 2x4 BLKG. BTV&N, Iy�i TOP/BOT. RAILS FOR SOLID NAILING OF STRAP 2{ - PROVIDE 2:4 BLKG, ST'+'k FLR. TRUSS CONNECT TO BLK. Yll (4) SIhIPSOIN '1iSTM,124" STRAP Vflj` 0.145 DIA.x3° L P044DER ACTUATED 5� 1%4"x2 1 4 h,1ASONRY FASTENERS- PLACE BL(G. ALONG SCFE,'JS TO BLciC'X ','TALL AND SIDE OF GABLE END FLR. TRUSSES (9)10d COMMONS TO PLR. TRUSS z Lyj jl ��_ CONC. FILLED REINF. TOP BLK. COURSE PER TYP. ,TALL SECTION- ISSED FLOI0RTRUSS TO SLK. WALL STRAP PROVIDE (1) ",MSTAM24" FOR EA. "HETA20" STRAP SPECIFIED SIMPSON "0NI6" STRAP W/ (4) 1/4"x2 1/4' TAPCONS TO BLOCK WALL AND (7)10d COMMONS TO TRUSS i ROOF TRUSS _-INSTALL ADD'L. STRAP Lu DIAGONALLY FROM EA. o_ C",'�� € OTHER FOR SINGLE CONC. FiLLED REINF. TOP MEMBER TRUSS BLK, COURSE PER TYP. WALL SECTION MISSED ROOF TRUSS TO SLID. WALL STRAP USE) MTS\916 STRAP FOR UPLIFT VALUES 860 LBS. OR LESS USE (2) MTSM16 STRAPS FOR UPLIFT VALUES 1720 LBS. OR LESS UPLIFT VALUES OVER 1720 LBS. REQUIRE LETTER FRDA ARCHITECT OR ENGINEER PRE-ENG'RED ROOF OR FLOOR TRUSSES AT 24" O.C. CONNECT EA. TRUSS BOT. CHORD IW/ (2)164 MIN. COMMONS TOE -NAILED TO I' J�'' -''� TOP PLATE' t ii V 1+'2" CYPSUh,i BD. DBL 2x TOP PLATE R-11 INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED SPACES 1,'2" DRYWALL - 2x STUDS @ 16" O.C. #2 SPF OR BETTER R-38 INSULATION 112 - SEE ROOF PLAN FOR REQ'D. STRAP AT E.A. 41EhiBER ZiPSON DSP AT 16" O.C. .„ACROSS HDR. SPAN REFER TO HEADER SCHED. FOR SIZES "LSTA24" STRAP AT HDR. STUD TO BEAh,i - (2) STRAPS EA. SIDE W/ (4) OR MORE TRUSSES ACROSS OPNG. NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQUIRED 'SP2' AT EA. STUD TO SILL MAX. i AT INTERIOR BEARING WALLS NOTED PLATE AT EXTEP,IOR 'HALLS (USE ON PLANS AS SUPPORTING GP,,AViTY SPH4 AT INTEP,IO R ;PALLS).:J LOADS ONLY (NO UPLIFT LOADS) U.� r �-- NUMBER OF STUD 5/8" EXP. BOLTS (4" EMBED.) TO PLATE CONNECTORS TO AT 32° O.C. hdA;X. !"a/ 2' SQ. WASHERS ABOVE NUMBER OF STRAPS ABOVE OPNG. PROVIDE °SPH6" STRAP .AT 2x6 STUDS IN LIEU OF 7'SPH4" STRAPS °I -STY. FRAME ERG. MALL HURR. ANCHOR AT EA. TRUSS TO TOP PLATE SEE FRMG. PLANS "SPH4' AT EA, STUD TO TOP PLATE NOTE: NOTED ON PLANS AS SUPPORTING GRAM I (LOADS ONLY (NO UPLIFT LOADS) 8x&16 CONC. KNOCKOUT 25" .MIN. LAP BUX. TOP COURSE - FILL "/ CONC. & i-#5 BAR CONT. I� #5 REBAR W/ STD. HOOK r REINF. CONC. FILLED CELL #5 VERT.' REBAR ' 25" ON. LAP °5 REBAR W/ STD. HOOK BLOCK WALL HT. TRANSITION DETAIL MdETAL OR ViNYL TRIM CONTROL / EXPANSION JOINT - 718," CEivIENT PLASTER PAPER BACK LATH 24" 'VIDE PEEL ei STICK \IEbr1BRANE OR #15 FELT FLASHING BUILDING WRAP ( TYVEK) WALL SHEATHING SHINGLES (ATTACH W/ GALV. METAL ROOFING NAILS PER MANUF. INSTALLATION! DETAILS) OVER 15# FELT (2" SIDE LAP / 4" END LAP AND CAP NAILS AT 12" O.C.-EDGE, 24" O.C.-FIELD) ON 7,/16" SPAN RATED STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE-ENG'RED ROOF TRUSSES AT 24" O.C. HURR. STRAP AT EA, TRUSS SEE 12 ROOF PLAN PER F— 8x8xl6 CONO. KNOCKOUT BLK. TOP ELEV. R-38 INSULATION COURSE - FILL IN/ CONC. AND 1-#5 ;+ BAR CONT. i k 1/2" GYPSUM BD. DRIP EDGE OVER FASCIA 4 L„ FASCIA MATERIAL TO BE 12 DLAPHRAM AREA FASTEN W/ 5d NAILS ALUh,ilNUkl OR 5/4" PRIME TRIM I II AT 4" O.C. REMAINDER AT 7" O.C. BOARD OVER 2x4/2x6 SUBFASCIA REFER TO SURD. SPECIFICATIONSa PRE-ENG'RED. PRECAST CONC. LINTEL ABV. TYP, FOR FASCIA MATERIAL II WDW. AND DOOR OPNGS. SEE PLANS FOR ,I LOCATIONS AND TYPES n CONT. ALUM. ! DRYWALL OVER 1x2 P.T. (h,JIN.) AT 24" VENTED SOFFIT ! z ° O.C. (MAX.) TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ,ANCHORS, AND BOLTS TO SLAB NOT REQUIRED TEXTURED CEi,'IENT FINISH OVER AT INTERIOR BEARING WALLS NOTED ON PLANS AS Sx8x16 CONC, BLOCK SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS) 'SP°TYPE ANCHOR AT EA, STUD TO SILL PLATE 2x P.T. SILL PLATE 5/8" EXP. BOLTS (4" Eh,1BED.) AT 24" O.C. MAX. 3 1/2" WN. CONC. SLAB (2500 PSI) W;'' W/ 2' SQ. WASHERS @ CONT. BRG ',WALLS FiBERMESH OR 6x6 10/10 WVTM OVER VAPOR BARRIER CLEAN COMPACTED TERNIII� z TREATED FILL THICKEND SLAB FOOTING PER SLAB PLAN TYP. INT. BRG. FALL SECTION SCAT E: 1 1 /2"=1'-0" Q N FINISH GRADE ro N #5 BAR DOWEL TIED TO FTC. REBAR AT EA. REINF, FiLLED CELL AS LOCATED PER SLAB PLAN CORE -FILL 500 FOAM INSULATION IN ALL IIAOPEN CP1U WALL CELLS - REFER TO ENERGY CALCULATION FOR R -VALUE n ii #5 VERT. BAR TIED INTO 45 BAR DOWEL AND it TOP COURSE REBAR AT EA. REINF. CONC, li FILLED BLOCK CELL AS LOCATED PER PLANS u If Rif PRECAST WIDW. SILL - TYP. AT STD. WDW. OPNG, i� nn 4" hilN. 3 1/2" hIIN. CONC. SLAB (2500 PSI) W/ �W FIBERMESH OR 6x6 10,/10 "41 OVER VAPOR p° 1 BARRIER CLEAN COMPACTED TERMITE iL6 �\ TREATED FILL / LIONOLITHIC SLAB EDGE FOOTING i6= PER SLAB PLAN MIN. TYP. EA IVT BLOND MALL SECTION' ION' SCALE: 1/2 =1 -0 FLASHING: ROOF °e WALL FLASHING SHALL BE ALUb,I. OR GALV. h1ET.AL W/ FASTENERS MAX. 16" O.C. LATEST REVISION DATE TO MASTER: 07-01-12 u r r Oco -*- co U � c -0z Co -� w L o '_o 0 L < Lu 0 Q m Q Cr) m Lo ui LLI uj LIJ Co co DO NOT SCALE PRINTS! CONSTRUCTION SH,`,LL BE PER INDICATED DIMENSiONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO h,Ii;/I HOMES FOR CLr1RIFiCATICNI I II D2 t I���11 ORLANDO „I J�1 , r Oco -*- co U � c -0z Co -� w L o '_o 0 L < Lu 0 Q m Q Cr) m Lo ui LLI uj LIJ Co co DO NOT SCALE PRINTS! CONSTRUCTION SH,`,LL BE PER INDICATED DIMENSiONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO h,Ii;/I HOMES FOR CLr1RIFiCATICNI I II D2 t I���11 ORLANDO HANDRAIL WITH CIRCULAR CROSS SECTION DIAMETER BTWN. 1 1/2" TO 2", OR PROVIDE CROSS SECTION OF EQUIVALENT GRASPABILITY PERFORMANCE L7 = J R- Q W CD Q TYPICAL 1 1",M1 RAIL '� ii DIAMETERBALUSTER SPACING LESS THAN 4" DIA. SPHERE 1 HANDRAIL BOT� I� 1 I LESS TAHN DIA. i R I 111 i i i oil 1 CONCRETE SLAB TO 1' PLYWOOD SECOND FLOOR HT. = 123.75" 17 RISERS = 7.57" RISER TYP, RISER = 7.57" TYP. TREAD = 10" REFER TO FLOOR PLAN FOR STAIR CONFIGURATION TOTAL STAIR RUN! TREAD (NOT INCLUDING NOSING) = 10" WIDE -2x8 BLOCKING BEHIND HANDRAIL 1" NOSING TOP AT 39" ABOVE EDGE OF TREAD 10' (TYP.) IXID STRINGER 1" NOSING 2x12 TREAD Q,' 3,''4" PL'AI z o RISER o , E 0 Q � 2x4 P.T. i ' KICK PLATE NOTE: PICKETS SHALL BE PLACED NO CONNECT PLY'drD. RISER TO TREAD WITH (4) 8d NAILS 2x12 CARRIAGE AT SIDES AND CENTER OF STAIRS WITH 2x6 SPACER AT SIDE WALLS CONNECT SPACER TO EA, STUD W/ (2) 10d CC MONS GREATER THAN 4" Q.C. TYPICAL STAIR SECTION 3/4" PLYINDOD FLOORING FLOOR TRUSS NAIL (2)2x4 TO BOTTOM OF !r FLOOR TRUSS 12" OR LESS IN DEPTH 2x8 STAIR LEDGER CONNECT TO ' FLOOR TRUSS IN/ (2)10d NAILS AT I 6" O.C. MAX. OR EQUIVALENT r' CONNECT CARRIAGE TO LEDGER IN/ (2)10d TOE -NAILED COMMONS STAGGERED EA. SIDE SCALE: N.T.S. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL NAME A SPACE OF NOT LESS THAN 1-1/211 (38I1i M) BETWEEN THE WALL AND THE HANDRAILS ROOF TRUSSES OR 9x RAFTERS AT 24" O.C.- CONNECT W/ (2)164 hIIN. C01MMQNS � w 8d NAILS AT 3" O.C. AT w 0 o m RAKE 11E REAM iW/x(1)5 CONT. m o U co c, SEE ROOF PLAN FOR REQ'D. PANEL EDGES z R-38 INSULATION o N fl � Q NOTES: "DSP" AT EA. DOUBLE O zr;7— J D w a W Ofc Q o0 oz 1 mz Z 0 Q =W OF THE SHEATHING BY MORE ij , i 12AI 24 Q.C. I SCHED. FOR SIZES o , E 0 Q � 2x4 P.T. i ' KICK PLATE NOTE: PICKETS SHALL BE PLACED NO CONNECT PLY'drD. RISER TO TREAD WITH (4) 8d NAILS 2x12 CARRIAGE AT SIDES AND CENTER OF STAIRS WITH 2x6 SPACER AT SIDE WALLS CONNECT SPACER TO EA, STUD W/ (2) 10d CC MONS GREATER THAN 4" Q.C. TYPICAL STAIR SECTION 3/4" PLYINDOD FLOORING FLOOR TRUSS NAIL (2)2x4 TO BOTTOM OF !r FLOOR TRUSS 12" OR LESS IN DEPTH 2x8 STAIR LEDGER CONNECT TO ' FLOOR TRUSS IN/ (2)10d NAILS AT I 6" O.C. MAX. OR EQUIVALENT r' CONNECT CARRIAGE TO LEDGER IN/ (2)10d TOE -NAILED COMMONS STAGGERED EA. SIDE SCALE: N.T.S. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL NAME A SPACE OF NOT LESS THAN 1-1/211 (38I1i M) BETWEEN THE WALL AND THE HANDRAILS ROOF TRUSSES OR 9x RAFTERS AT 24" O.C.- CONNECT FLASHING; ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT IN/ GALV. METAL NAILS AT 24" O.C. MAX. CONT. 2x6 TOP RAIL- CONNTEC TO FLR, TRUSS W,% (6)164 NAIL`. EXT. SHEATHING NAILING PATTER PROVIDE 8d NAILS AT 3" O.C. (2) ROWS AT 2x6 TOP RAIL (1) ROW ,AT 2x4 BOT. RAIL CONT, 2x4 BOT. RAIL- CONNECT TO FLP,, TRUSS W/ (4)164 NAILS (2x4 P.T. IF IN CONTACT W/ CO ALTERNATE FLR, RUOO 1:I1La RNLO IN LIEU OF 2x4 BLKG. BTWN. RAILS AS PART OF FLR. TRUSS END CONST. 2x4 SYP ,p2 STUDS § 16' O.C. F-314" PLY00D FCOOR PRE -ENS D. FLOOR, TRUSSES @ 24" O.C. 7116° MIN. STRUCTURAL WALL SHEATHING )17 TOP CHORD OFr BBOT. CHORD OF FLDDR TRUSS- 7 FLOOR TRUSS 7 GYPSUM BOARD 2x4 DIAPHRA�I BLOCKING CO 24" O.C. NAILER CONTINUOUS ACROSS Ist (2,) TRUSS BAYS CONNECT TO E.A. BOTTOM CHORD W/ (4) 10d NAILS HETA20" STRAP @ 24" O.C. PROVIDE SOLID 2x4 BLOCKING BETh'�EEN TOP & BOT. CHORDS VNERE STRAP DOES NOT ALIGN VI/ TRUSS V'LRiICAL. ALT. DETAIL @ FLOOR TRUSS PARALLEL TO WALL CLAY ROOF TILES OVER 90# FELT ON 112" CDX PLYWOOD (SEE ROOF MAILING PATTERN) AND PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. HURR. STRAP AT EA, TRUSS SEE ROOF PLAN CONT. 2x4 DBL. PLATE W/ SIMPSON 'sRNA" AT EA. STUD SIMPSON "DSP" AT DOUBLE STUD PANEL EDGES DRIP EDGE OVER FASCIA 12' FASCIA MATERIAL TO BE ALUMINUM OR 5/4" PRIME TRlt;l BOARD OVER 2x4/2x6 SUBFASCIA REFER, TO SUBD. SPECIFICATIONS FOR FASCIA iMATERIAL CONT. ,ALUM. VENTED SOFFIT Q Ln 7/8" THK, CEMENT PLASTER OVER o 7/16" MIN. STRUCTURAL WALL SHEATHING -SEE DETAIL FOR z REQ'D. NAILING PATTERN CONT. 20 TOP/BOT. RAIL -CONNECT TO FLR. TRUSS 'W,/ (4)164 NAILS (BOT. RAIL TO BE 2x4 P.T.) CONT. GALV. MTL. EXPANSION JOINT SIMPSON "HETA20" AT EA. TRUSS FILL ,ALL HOLES 1'(/ NAILS (TRUSS PARRALLEL TO WALL-STRAPAT EA. VERT, CHORD (24" O.C. MAX.) � 8x8x16 CONC. KNOCKOUT BILK. TOP COURSE - FILL W/ CONC. AND 1-15 BAR CONT. 1;1'2" EXTERIOR PORTLAND CEhAENT PLASTER OVER 8" C.1M.U. --� Q KUUF IKUJJtS l AT 24" O.C.- W/ (2)164 MII TOE -NAILED T{ SIMPS( 2x STUDS A 16" O.C. FLR. TRUS. 24" 0. OOF PLAN FOR REQ'D. AP AT EA. MEMBER -REFER TO HEADER SCHED. FOR SIZES SI1;1PSON "DSP" AT 16" O.C. ,ROSS HDR. SPAIN IMPSON "LSTA24" STRAP AT DR. STUD TO SEAM 1x4 OR 2x6 RIM ED. BTWN. -R. TRUSS -- CONNECT TO ;USS Wi (4)16d NAILS (2x4) (5)164 NAILS (2x6) 2x4 P.T. RIM BD, BTWAI, FLP,. TRUSS -- CONNECT 0 TRUSS W/ (4)154 NAILS DBL, 2x4 SOLID BLKG. BELOW HDR. STUDS OF OPNGS. > 5'-0" AP .AT 24" O.C. MAX. AT vviva. 11-1 -n i. -LL FLR. TRUSS PERP. TO WALL OR 24" O.C. .AT GABLE END TRUSS 2 -STY. EXT. FFAK/IE W;' LL CONNECTOR DETAIL_ NO STRUCTURAL MEHBER OR BLDG. SERVICE SHALL PENETRATE THE FIRE RATED SHAFT INALL BETWEEN UNITS. ASPHALT SHINGLES ON! STRUCTURAL SHEATHING 4'-0" MINLEACH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN) PROVIDE FIRE RETARDANT TREATED WOOD ROOF AND PRE-ENG'RED ROOF SHEATHING TRUSSES AT 24" QC. W/ (2)164 hIIN. C01MMQNS 8d NAILS AT 3" O.C. AT TOE -NAILED TO TOLATE , , co m RAKE 11E REAM iW/x(1)5 CONT. SHEATHING EDGES STAGGER NLAILS BTWN. "SP2" AT EA. SINGLE '& U �CLu wL SEE ROOF PLAN FOR REQ'D. PANEL EDGES STUD TO TOP PLATE R-38 INSULATION Of STRAP ,AT EA. MEMBER NOTES: "DSP" AT EA. DOUBLE I o cr 1. NAILHEADS SHALL __ STUD PANEL EDGE TO Q � co LE s 1 NOT PENTP,ATE THE FACE -----�.`�---IT---- - TOP PLATE d n �'� REFER TO HEADER OF THE SHEATHING BY MORE ij , i 12AI 24 Q.C. I SCHED. FOR SIZES I THAN THE NAILHEAD THICKNESS.I i i M*yv� V V V "SP2" AT 16" O.C. 2. PROVIDE 1/8" SPACE BETWEEN I .i � tl I ri ��tly�v��Vvvvvvvvv ACROSS HDR, SPAN SHEATHING PANELS. ,i if i SINGLE &&16 CONC. FOAM CORE FILL INSULATION IN ,ALL OPEN I "LSTA24" STRAP AT KNOCKOUT ELK. COURSE II II I i,l I,i I CMU WALL CELLS - REFER TO ENERGY DIAPHRAM AREA - FILL W/ CONC. AND I HDR. STUD TO BEAM I 8d NAILS AT 5" O.C. VERT. r I! II I II 'i i 0 1-#5 BAR CONT. i I (2) STRAPS EA, SIDE AT FIELD STUDS II DRYWALL OVER DBL. 1x2 P.T. YVITH (41 OR MORE TRUSSES AT 24" H. (MAX.) CONT. 2x SOLID WALL BLKG. ON 2x STUDS AT ' 8x8x16 2 HP,. FIRE -RATED i ACROSS OPNG. 8d NAILS AT 5" Q.C. AT II II iI i>� 16" Q.C. MAILS PERMITTED TO PENETRATE o SHEATHING EDGES I,I I• I NO STRAP REQ'D. AT I �� "LSTA24" STRAP AT HDR. STAGGER NAILS BT'+VN. i,i i,i i STUD TO PLATE IF REFER TO ENERGY CALCULATION i STUD TO RIhM BD./BLKG. PANEL EDGES I I i I I SHEATHING CONT. TO EA. REINF. CONC. FILLED BLOCK CELL AS LOCATED PER PLANS I FOR OPNGS. > 5-0" o I BOT. OF FLR. TRUSS I I 3/4" T&G PLYWOOD FLOOR -NAILED & 8d NAILS AT 3" Q.C. HORIZ. I•I ,l FLR. TRUSSES AT GLUED,'W/ 8d NAILS .AT 12" O.C. IN FIELD O.C. CONT. 2x PLATE OF 1 /4"x 2-3j'4"� TAPCONS AT 2x4 OR 2x6 RIM BD. BTWN. FLR. TRUSS- CONNECT TO AT 2x SILL PLATE i'i i"i 24" O.C. PROVIDE DRAFTSTOPPING TO SEPARATE CEILING f GLUED W/ 8d NAILS ,AT 12" O.C. IN FIELD � 6" O.C. AT PANEL EDGES DECKING TRUSS J, O16d NAILS (2x .) - _ (6}16d NAILS (2x6) 2x4 BLKG. BTVINI. - == ;T . ' F=t 2x4 BLKG. BTWN. f i CEILING AREAS NO GREATER THAN 500 S. F. RIh;1 ED. AT ,ALL I I • I I, I RIM BD. A T ,ALL E� 2x4 P.T. RIM 8D, BTWN. I, I I, t l SHEATHING EDGES � L__.L1_1___ 1L_J L SHEATHING EDGES — — " FLR. TRUSS -- CONNECT • PROVIDE DBL. ROW OF TO TRUSS W/ (4)164 NAILS 8d NAILS AT 8d NAILS AT 3" O.C. HORIZ. CPRE-ENG'RED. FLR. TRUSSES AT P -ENG TRU ES ,ALTERNATE CONT. 2x6 TOP RAIL I.L.O. AT TOP AND BOTTOM RIM BD. 24" O.C. (MAX.) STAGGERED 24" O.C. (h';1, X., DOUBLE 8x8x16 CQNC, DBL. 20 SOLID BLKG. NAILING TO FLR. TRUSS BLKG. BTWN. RAILS OR TRUSS CHORD -FILL W/ CONC. AND BELOW HDR. STUDS 1;12" GYPSUM BD. n„ 1,, GYPSUhJ BD. 1-#5 BAR CONT. 4' 0" (5;'8" TYPE "X" GYP, BD. w EXT, SHEATHING DIAPHRAM AREA @ GARAGE CEILING W;/ CORE -FILL 500 FOAM INSULATION IN "HETA20" STRAP AT EA FLR. TRUSS END WALL CQNC, BLOCK EXT. 4UALL -r OPJR7_�'4'b.�a.C,A�P�A��f{t7D! DTRi[Effi�S DETAIL AT 2 -STY. 2 -STY, EXT. FRAME REQUIRED NAILING PATTERN LO NOTED FOR SHEATHING TO ACT AS UPLIFT LOAD CONNECTOR W CONNECTOR ONNECTOR DETAIL BETWEEN 'WALL STUDS AND FLOOR TRUSSES u +iALL ,AT FLASHING; ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT IN/ GALV. METAL NAILS AT 24" O.C. MAX. CONT. 2x6 TOP RAIL- CONNTEC TO FLR, TRUSS W,% (6)164 NAIL`. EXT. SHEATHING NAILING PATTER PROVIDE 8d NAILS AT 3" O.C. (2) ROWS AT 2x6 TOP RAIL (1) ROW ,AT 2x4 BOT. RAIL CONT, 2x4 BOT. RAIL- CONNECT TO FLP,, TRUSS W/ (4)164 NAILS (2x4 P.T. IF IN CONTACT W/ CO ALTERNATE FLR, RUOO 1:I1La RNLO IN LIEU OF 2x4 BLKG. BTWN. RAILS AS PART OF FLR. TRUSS END CONST. 2x4 SYP ,p2 STUDS § 16' O.C. F-314" PLY00D FCOOR PRE -ENS D. FLOOR, TRUSSES @ 24" O.C. 7116° MIN. STRUCTURAL WALL SHEATHING )17 TOP CHORD OFr BBOT. CHORD OF FLDDR TRUSS- 7 FLOOR TRUSS 7 GYPSUM BOARD 2x4 DIAPHRA�I BLOCKING CO 24" O.C. NAILER CONTINUOUS ACROSS Ist (2,) TRUSS BAYS CONNECT TO E.A. BOTTOM CHORD W/ (4) 10d NAILS HETA20" STRAP @ 24" O.C. PROVIDE SOLID 2x4 BLOCKING BETh'�EEN TOP & BOT. CHORDS VNERE STRAP DOES NOT ALIGN VI/ TRUSS V'LRiICAL. ALT. DETAIL @ FLOOR TRUSS PARALLEL TO WALL CLAY ROOF TILES OVER 90# FELT ON 112" CDX PLYWOOD (SEE ROOF MAILING PATTERN) AND PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. HURR. STRAP AT EA, TRUSS SEE ROOF PLAN CONT. 2x4 DBL. PLATE W/ SIMPSON 'sRNA" AT EA. STUD SIMPSON "DSP" AT DOUBLE STUD PANEL EDGES DRIP EDGE OVER FASCIA 12' FASCIA MATERIAL TO BE ALUMINUM OR 5/4" PRIME TRlt;l BOARD OVER 2x4/2x6 SUBFASCIA REFER, TO SUBD. SPECIFICATIONS FOR FASCIA iMATERIAL CONT. ,ALUM. VENTED SOFFIT Q Ln 7/8" THK, CEMENT PLASTER OVER o 7/16" MIN. STRUCTURAL WALL SHEATHING -SEE DETAIL FOR z REQ'D. NAILING PATTERN CONT. 20 TOP/BOT. RAIL -CONNECT TO FLR. TRUSS 'W,/ (4)164 NAILS (BOT. RAIL TO BE 2x4 P.T.) CONT. GALV. MTL. EXPANSION JOINT SIMPSON "HETA20" AT EA. TRUSS FILL ,ALL HOLES 1'(/ NAILS (TRUSS PARRALLEL TO WALL-STRAPAT EA. VERT, CHORD (24" O.C. MAX.) � 8x8x16 CONC. KNOCKOUT BILK. TOP COURSE - FILL W/ CONC. AND 1-15 BAR CONT. 1;1'2" EXTERIOR PORTLAND CEhAENT PLASTER OVER 8" C.1M.U. --� Q KUUF IKUJJtS l AT 24" O.C.- W/ (2)164 MII TOE -NAILED T{ SIMPS( 2x STUDS A 16" O.C. FLR. TRUS. 24" 0. OOF PLAN FOR REQ'D. AP AT EA. MEMBER -REFER TO HEADER SCHED. FOR SIZES SI1;1PSON "DSP" AT 16" O.C. ,ROSS HDR. SPAIN IMPSON "LSTA24" STRAP AT DR. STUD TO SEAM 1x4 OR 2x6 RIM ED. BTWN. -R. TRUSS -- CONNECT TO ;USS Wi (4)16d NAILS (2x4) (5)164 NAILS (2x6) 2x4 P.T. RIM BD, BTWAI, FLP,. TRUSS -- CONNECT 0 TRUSS W/ (4)154 NAILS DBL, 2x4 SOLID BLKG. BELOW HDR. STUDS OF OPNGS. > 5'-0" AP .AT 24" O.C. MAX. AT vviva. 11-1 -n i. -LL FLR. TRUSS PERP. TO WALL OR 24" O.C. .AT GABLE END TRUSS 2 -STY. EXT. FFAK/IE W;' LL CONNECTOR DETAIL_ NO STRUCTURAL MEHBER OR BLDG. SERVICE SHALL PENETRATE THE FIRE RATED SHAFT INALL BETWEEN UNITS. ASPHALT SHINGLES ON! STRUCTURAL SHEATHING 4'-0" MINLEACH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN) PROVIDE FIRE RETARDANT TREATED WOOD ROOF AND PRE-ENG'RED ROOF SHEATHING TRUSSES AT 24" QC. 4" -3 1/2" MIN. CONC. SLAB (2500 PSI) NMN. W;' FIBERMESH OR 6x6 10,10 WWNI OVER VAPOR BARRIER If I. FINISH GRADE II ii CLEAN COMPACTED z EARTH FILL z r A #5 BAR DOWEL TIED TO bI0NI0LITHIIC SLAB EDGE FTC. REBAR AT EA, 20" REINF. FILLED CELL AS FOOTINIG PEP, SLAB PLAN LOCATED PER SLAB PLANT h.IINI. TYP, EXT. 2 -STORY TALL SECTIO N SCALE: 1/")"=I' -O" CLEAN CMPACTED EARTH FILL MONOLITHIC SLAB FOOTING PER SLAB PLAN 2 -O" TYP. UNIT SEPARATION WALL SECTION AT ROOF TRUSS PARREL-LEL TO FRAME WALL SCALE: 1/2"=1'-O" LATEST REVISION DATE TO MASTER: 07-01-`I2 9 O DIANT ��AR co m RAKE 11E REAM iW/x(1)5 CONT. '°' PROVIDE CONT. FIRE CAULK OR FIRE WOOL @ ROOF SHEATHING IEP, U �CLu wL I�1.AINTAIN 2' CLEARANCE w RAKE BEAM CONSTRUCTION R-38 INSULATION Of TO REBARFROtii TOP OF BEAM QQr11=o Q JOINT I o cr = 2: z Q � co LE s 1 PRE-ENGINEERED � Q d In ROOF TRUSSES 12AI 24 Q.C. PER S M*yv� V V V ELEV. ri ��tly�v��Vvvvvvvvv GYPSUM BD R-38 INSULATION �l/2" GYPSUM BD. SINGLE &&16 CONC. FOAM CORE FILL INSULATION IN ,ALL OPEN 4'-0" KNOCKOUT ELK. COURSE CMU WALL CELLS - REFER TO ENERGY DIAPHRAM AREA - FILL W/ CONC. AND CALCULATION FOR R -VALUE FASTEN 4V; 5d NAILS AT 4" O.C. 0 1-#5 BAR CONT. R1,MAINDER AT 7" O.C.C2.1112" DRYWALL OVER DBL. 1x2 P.T. o AT 24" H. (MAX.) CONT. 2x SOLID WALL BLKG. ON m 8x8x16 2 HP,. FIRE -RATED EDGE OR FLAT .AT SHEATHING JOINT- CNIU WALL MAILS PERMITTED TO PENETRATE o 20 BLKG. SET ON EDGE Y R-11 MIN, INSULATION- � Ins +5 VERT. BAR TIED INTO �5 BAR 5O1VEL AND TOP COURSE REBAR REFER TO ENERGY CALCULATION ,AT FOR REQUIRED INSULATION R -VALUE o EA. REINF. CONC. FILLED BLOCK CELL AS LOCATED PER PLANS 2x STUDS AT 16" 0.0. o 3/4" T&G PLYWOOD FLOOR -NAILED & 2x6 CONT. P.T. W,'` (1) ROWS Q GLUED,'W/ 8d NAILS .AT 12" O.C. IN FIELD O.C. CONT. 2x PLATE OF 1 /4"x 2-3j'4"� TAPCONS AT AND 6" AT PANEL EDGES 3;`4" T&G PLYWOOD FLOOR -NAILED & rAND 12" O.C.- STAGGERED PROVIDE DRAFTSTOPPING TO SEPARATE CEILING f GLUED W/ 8d NAILS ,AT 12" O.C. IN FIELD 5/4" PLYWOOD � AREAS NO GREATER THAN 500 S.F. 6" O.C. AT PANEL EDGES DECKING i PROVIDE DRAFTSTOPPING TO SEPARATE f i CEILING AREAS NO GREATER THAN 500 S. F. CPRE-ENG'RED. FLR. TRUSSES AT P -ENG TRU ES 24" O.C. (MAX.) STAGGERED 24" O.C. (h';1, X., DOUBLE 8x8x16 CQNC, BT''IN. ADJ. UNITS KNOCKOUT ELK. COURSE -FILL W/ CONC. AND 1;12" GYPSUM BD. n„ 1,, GYPSUhJ BD. 1-#5 BAR CONT. 4' 0" (5;'8" TYPE "X" GYP, BD. w DIAPHRAM AREA @ GARAGE CEILING W;/ CORE -FILL 500 FOAM INSULATION IN FASTEN IN/ 5d NAILS AT 4" O.C. LI'IING AREA ABOVE) o ALL OPEN CMU WALL CELLS ii REMAINDER 7" O.C. o ,AT n II PRE-ENG'RED. PRECAST CONC. LINTEL mL1, 1/2" DRYWALL OVER DEL. 1x2 P.T. u ABV. TYP. ',VOW. AND DOOR OPNGS, n; o (WHIM.) AT 24" O.C. (MAX.) SEE PLANS FOR LOCATIONS AND TYPES o 0 II 3x3x16 2 HR. FIRE -RATED nDAU 1/2" DRYWALL OVER 1x2 P.T. 'MIN.) co WALL AT 24" O.C. 'MAX.) cc II R-3 MIN, INSULATION- 5 VERT. BAR TIED INTO #5 BAR n REFER TO ENERGY CALCULATION o LO'IVEL ,AND TOP COURSE REBAR AT n FOR REQUIRED INSULATION R -VALUE II EA. REINF. CONC. FILLED BLOCK CELL AS LOCATED PER FLANS II �5 VERT. BAR TIED INTO #5 BAR DOWEL AND TOP COURSE REBAR II AT EA. REINF. CONC. FILLED BLOCK II CELL AS LOCATED PER PLANS J PRECAST WM7. SILL - TYP. AT 3 1/2' MINI. CONC. SLAB PSI) IN/ FIBERMESH II STD. 'WOW. OPNG.i `�' /—(2500 OR 6,x•6 10;`10'Nn1 OVER / VAPOR BARRIER 4" -3 1/2" MIN. CONC. SLAB (2500 PSI) NMN. W;' FIBERMESH OR 6x6 10,10 WWNI OVER VAPOR BARRIER If I. FINISH GRADE II ii CLEAN COMPACTED z EARTH FILL z r A #5 BAR DOWEL TIED TO bI0NI0LITHIIC SLAB EDGE FTC. REBAR AT EA, 20" REINF. FILLED CELL AS FOOTINIG PEP, SLAB PLAN LOCATED PER SLAB PLANT h.IINI. TYP, EXT. 2 -STORY TALL SECTIO N SCALE: 1/")"=I' -O" CLEAN CMPACTED EARTH FILL MONOLITHIC SLAB FOOTING PER SLAB PLAN 2 -O" TYP. UNIT SEPARATION WALL SECTION AT ROOF TRUSS PARREL-LEL TO FRAME WALL SCALE: 1/2"=1'-O" LATEST REVISION DATE TO MASTER: 07-01-`I2 9 1 wLU LLj - Lu w JI DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DItMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO h./, HOMES FOR CLARIFICATION! � 1 c- .1� 1 A D3 M/1 ORLANDO O co m z ' M CO L U �CLu wL C6 w op�co QQr11=o 'i I cr = 2: O Q � co LE s 1 LLI � � Q d e 1 wLU LLj - Lu w JI DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DItMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO h./, HOMES FOR CLARIFICATION! � 1 c- .1� 1 A D3 M/1 ORLANDO O co m z ' M CO L U �CLu wL C6 w op�co QQr11=o U t?�rn� cr = 2: O Q � co LE s LLI � � Q d 1 wLU LLj - Lu w JI DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DItMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO h./, HOMES FOR CLARIFICATION! � 1 c- .1� 1 A D3 M/1 ORLANDO