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2606-2618 River Landing Dr 13-1307 - 13-1313 (a)II I TT I I I I II II II -11 I I I IF-IF-T-11 I I II u 1:1 II I I ISI I S I I�JI I I II o o II I I IF F__� F-1 r7l I I 77� ! III 11 I I IH-�I I I I I ��I I In1 11 11 I I I � I M1m1�11=111�1�1�1�11®1�W�� _ ��W�' IWI 7[-1 _ ro _ � � ��ME ABBREVIATIONS M/1 OO M/1 HOMES SE ABV. ABOVE GA. GAUGE RM. ROOM A/C AIR COMPRESSOR G.F.I. GROUND -FAULT CIRCUIT R.O. ROUGH OPENING ADJ. ADJUSTABLE 734 INTERRUPTER 680 734 734 834 -TOTAL 5284 2nd STY. LIVING R/S ROD AND SHELF AHU AIR HANDLER GL. GLASS 9461 6385 TOTAL LIVING 1780 1635 1635 S.C. SOLID CORE ALT ALTERNATE GYP. BD. GYPSUM BOARD 401 511 51 84 51 51 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 1916 1889 1916 1916 2099 INSUL. INSULATION SHWR. 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 CMU CONCRETE MASONRY MTL. METAL TYP. TYPICAL UNIT N.I.C. NOT IN CONTRACT U.N.O. UNLESS NOTED OTHERWISE D. DRYER N.T.S. NOT TO SCALE VP. VAPOR PROOF DBL. DOUBLE DIA. DIAMETER O.C. ON CENTER W WASHER DIM. DIMENSION P.L. PROPERTY LINE W/ WITH DISP. DISPOSAL P.B. PUSH BUTTON WD. WOOD DP. DEEP PH. PHONE WDW WINDOW DR. DOOR PLYWD. PLYWOOD W/H WATER HEATER D.S. DOWNSPOUT PR. PAIR W.I. WROUGHT IRON DTL. DETAIL PT PRESSURE TREATED W.P. WEATHER PROOF D.W. DISHWASHER R. RISER EA. EACH RAD. RADIUS ELEV. ELEVATION R/A RETURN AIR GRILL REF. 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 HOMES RVICE CORP. SUBDIVISION0 : RIVERVIEW -A LOT #: RV 81-87 MODEL: 7 UNIT BLDG ELEV-A AREA Sheet Number Sheet Title TAB UNIT A OBIT OBIT UNITOBIT Elevations Side -Rear OBIT UAIT BLDG. 1st STY. LIVING 834 734 734 680 734 734 834 -TOTAL 5284 2nd STY. LIVING 946 901 901 889 901 901 9461 6385 TOTAL LIVING 1780 1635 1635 1569 1635 1635 17801 11669 ENTRY 401 511 51 84 51 51 401 368 GARAGE 238 230 230 236 230 230 238 1632 LANAI 41 NA NA NA NA NA 41 82 TOTAL U.R. 2099 1916 1916 1889 1916 1916 2099 13751 CODE SUMMARY APPLICABLE CODES 1. FLORIDA BUILDING CODE 2010 - RESIDENTIAL 2. NATIONAL ELECTRICAL CODE - NEC 2008. 3. FLORIDA FIRE PREVENTION CODE - F.F.P.C. 2010 Sheet Number Sheet Title BUILDING TYPE: 2 STORY TOWNHOUSE Cover Sheet 1 CONSTRUCTION TYPE: UNPROTECTED, UNSPRINKLED 2 Elevations Side -Rear FIRE PROTECTION RATING REQUIREMENTS: 1st Floor Plan 4 2nd Floor Plan REQUIRED PROVIDED 1. PARTY AND FIRE WALLS 2 HR. 2 HR. 2. INTERIOR BEARING WALLS 0 0 3. INTERIOR NON BEARING PARTITIONS PER 705.1.2 0 0 4. COLUMNS 0 0 b. BEAMS GIRDERS TRUSSES AND ARCHES 0 0 6. FLOOR CEILING CONSTRUCTION 14 Separation Walls 7. ROOF CEILING CONSTRUCTION 0 0 8. EXTERIOR BEARING WALLS D3 Detail Sheet HORIZONTAL SEPARATION: (PARRALLEL WALLS) �-- o 0 ft. to 6 ft (0 % OPENINGS) 1 (0%) N/A (0%) OVER 6 ft 0 0 9. EXTERIOR NON BEARING WALLS HORIZONTAL SEPARATION: (PARRALLEL WALLS) ti 0 ft. to 6 ft 0 % OPENINGS 1 (0%) N/A 0% OVER 6 ft 0 0 o 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 6 1st Electrical Plan 7 2nd Electrical Plan 8 Foundation Plan 9 Plumbing 10 1st Block Plan 1 1 2nd Block Plan 12 1st Framing Plan 13 2nd Framing Plan 14 Separation Walls D1 Detail Sheet D2 Detail Sheet D3 Detail Sheet pFFICE /.T--/.? d 7 LATEST REVISION DATE TO MASTER: 07-01-12 �a a` Uj CL 2 co Q U 4000 � Z �Lf w oO8� =0v Q = Q w o U cjM�'RT WOM W - N �w� W 0 a Q W 9 JO w= LL � z _J � o �-- o �a a` Uj CL UO NOT SCALE PRINTS! j CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 2 co Q U 4000 1 Uj �Lf w oO8� =0v Q = Q w o U cjM�'RT (9 O M J r J W - N C_LL W 0 a Q W UO NOT SCALE PRINTS! j CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! sCwb Q 1 ~ M W J WW W 9 _J W �-- o Z U ti o W o J � UO NOT SCALE PRINTS! j CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! MEAN ROOF HEIGHT�� +23'-3" `V TOP OF 2ND STY. WALL PLATE +18'-9 7/8" 2nd STY. FIN. RR. -ik, +104-3/4" TOP OF IST STY. BLK. WALL 4" FOAM SOFFIT BRACKET- EQ. SPACED TOP OF SLAB _ +0'-0 (REF. ELEV.) � I . . . _ - - - U nniJw unnu PRQJ. BEYOND STONE ELEVATION NOTES: 1. ALL RAISED AND SCORED BANDS SHALL BE SMOOTH SAND FINISH, 2. SCORED BAND REFERs TO FLUSH (NOT RAISED) BAND. SCRIBE LINE AT BAND WIDTH PER ELEVATION. 3. ALL RAISED BANDS SHALL BE FOAM OR STUCCO (PER PLAN). 4. CONTROL JOINTS SHOWN ADJACENT TO WINDOWS ON SIDE AND REAR ELEVATIONS SHALL BE 6" FROM EDGE OF WINDOW JAMBS. 5. ALL SECOND FLOOR WINDOW SILLS HEIGHT SHALL BE A MIN 24" A.F.F. FOAM SOFFIT BRACKET #1 FOAM SOFFIT BRACKET(S) 1/4" = 1'-0" SHINGLE ROOFING 7/16" OSB SHEATHING GABLE END TRUSS OR FRAME WALL 7f 8" CEMENT PLASTER ON PAPER BACK LATH AIR INFILTRATION BARRIER (DESIGN STANDARD: TYVEK) N MID -WALL WEEP SCREED 1/2" MIN, CEMENT PLASTER 8" CMU WALL CONTROL JOINT DETAIL 5, TOP OF BLOCK 77 1'-0" PRINCETON UNIT "B" DOOR/WDW, SHINGLE ROOFING FOAM SOFFIT GABLE CORBEL 1/4" = 1'-0" PRINCETON UNIT "B" unnv n, DOOR/WDW. PROJ. 3/4" KEYS_ 1/4" = 1'-0" BAND AT DOOR/WDW. SARATOGA UNIT "C" DD J DOOR/WDW, SHINGLE ROOFING FOAM SOFFIT GABLE CORBEL 1/4" = 1'-0" PRINCETON UNIT "B" unnv n, DOOR/WDW. PROJ. 3/4" KEYS_ 1/4" = 1'-0" BAND AT DOOR/WDW. SARATOGA UNIT "C" BAND AT - DOOR/WDW. PRINCETON UNIT "B" DOOR/WDW. , 1111JH SHINGLE ROOFING -lu n l DOOR/WDW. PRINCETON UNIT "B" SHINGLE ROOFING I r\/I \ a /1TA . . MEAN ROOF HEIGHT Y +23'-3° TOP OF 2ND STY. WALL PLATE +18'-9 7/8" 2nd M. FIN. fLR. ,* +10'-8-3/4' — j TOP OF 1ST STY. BLK. WALL +9'-4' FOAM SOFFIT BRACKET- EQ, SPACED TOP OF SLAB 0" 8" RAISED BAND - PROJ. BEYOND STONE DECO FOAM SHUTTER FRONT ELEVATION -A- 1/4', CODE SUMMARY ❑oil iJ I i J BAND AT - DOOR/WDW. PRINCETON UNIT "B" DOOR/WDW. , 1111JH SHINGLE ROOFING -lu n l DOOR/WDW. PRINCETON UNIT "B" SHINGLE ROOFING I r\/I \ a /1TA . . MEAN ROOF HEIGHT Y +23'-3° TOP OF 2ND STY. WALL PLATE +18'-9 7/8" 2nd M. FIN. fLR. ,* +10'-8-3/4' — j TOP OF 1ST STY. BLK. WALL +9'-4' FOAM SOFFIT BRACKET- EQ, SPACED TOP OF SLAB 0" 8" RAISED BAND - PROJ. BEYOND STONE DECO FOAM SHUTTER FRONT ELEVATION -A- 1/4', CODE SUMMARY Z W Cp i U co o w APPLICABLE CODES Q= aW�o U�� U C � JZoch � � J LL. I. FLORIDA BUILDING CODE 2010 - RESIDENTIAL Z 2. NATIONAL ELECTRICAL CODE - NEC 2008. OO 1 ti 3. FLORIDA FIRE PREVENTION CODE 2010 �— M \1 BUILDING TYPE: Op LL 2 STORY TOWNHOUSE Lu CONSTRUCTION TYPE: �O UNPROTECTED, UNSPRINKLED pLL. -I +- cc FIRE PROTECTION RATING REQUIREMENTS: 17z REQUIRED PROVIDED 1. PARTY AND FIRE WALLS 2 HR. 2 HR. 2. INTERIOR BEARING WALLS 0 p 3. INTERIOR NON BEARING PARTITIONS PER 705.1.2 0 0 4. COLUMNS 0 0 I�DERS, TRUS AND ARCHES 0 0 6. FLOOR CEILING CONSTRUCTION 7. ROOF CEILING CONSTRUCTION 0 0 8. EXTERIOR BEARING WALLS HORIZONTAL SEPARATION: (PARRALLEL WALLS) 0 ft. to 6 ft 0 % OPENINGS 1 (0%) N/A (0%) OVER 6 ft 0 0 9. EXTERIOR NON BEARING WALLS HORIZONTAL SEPARATION: (PARRALLEL WALLS) 0 ft. to 6 ft 0 % OPENINGS) 1 (0%) N/A 0% OVER 6 ft 0 0 LATEST REVISION DATE TO MASTER: 07-01-12 s= Oopo Z W Cp i U co o w Q Q= aW�o U�� U C � JZoch � � J LL. � Z co OO 1 ti Q �— M \1 W Op LL �w� Lu � �O w pLL. -I +- cc 17z W � O M 0 H W s= Oopo Z W Cp i U co o w CKS W 2 H � m: Q= aW�o U�� U C � JZoch � � J LL. c LL. LL J N cd Q � co OO 1 ti Q �— M \1 Lu LL I = Lu V ' Q o -I +- cc m > W z M 0 W H 0 J � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! IL M/1 ORLANDO Elm Ln O V1Y1 1 /—% 0 viol 1 U C 0 a m 158'-6" [NJ \1■��: m LmJ\1■��: w N c 2x4 DRYWAI SHEI m LEJ\1■��. NICHE DETAIL UNITS -B` / "C- / "D_ m WDW. ROUGH OPNG.NOTE 36718x63 WIDTH z HEIGHT (IN INCHES) c Elm VI'M I 1 P1 c 1st STY. FLOOR PLAN (76 �C�< a ori 1 biOICJ w �{/P�, y �f c� �! u J AREA r O { ' TAB UNIT A UNIT T UBT CONC. UBIT UNIT PATIO Wj THK. UNI A TOTAL 1st STY, LIVING 'o 734 EDGE 680 734 734 "D 5284 2nd STY. LIVING 946 AC 901 889 901 901 946 6385 TOTAL LIVING 1780 4'-10" 1635 12080 SGO 1635 1635 1780 11669 ENTRY 40 51 51 84 51 51 9'-4" CLG. HT. 368 GARAGE 238 DINING 230 9'-4' CLG. HT. 230 CARPET 2381 LIVING LANAI 411 NA CARPET NA NA NA 12'-8" MAO 1/2" 1916 1916 6'-6 112" N ir 1916 2099 13751 34 1 2"H. 2z ii ---- I KNEE WALL I o 2'-01/2" M 11 i i i i 12668 , o o I 2" 36" TOP iii ----— �BRG. N SII 010 'u -- - __ WALL OIO -- DESK/ --- 9'-4" CLG. HT. NICHE KIT.00 42" KNEE co WALL SLOPED TILE 2668 W/ STAIRS T-3 1/2" 3'-8 1/2" 5 SH. —� — '-8 1/2" — — 0 2868 TEL CABLE gRG. WALL PANEL UP I WH II 20 MIN — DBL 2X12 SYP FIRE DR. ANCHOR W.N. BARRIER Ml 2868 HDR W[ 3 POST TO SLAB STUDS EA. tND 10'-8" LOCLG. 3068 PROVIDE (11 LAYER OF 5/8" TYPE X" GYP BD. 9 m AT GARAGE CEILING AND . 1 2" GYP. BD. AT CA AGE FRAME WALLS s" 5'-7" GARAGE ENTRY_ 9'-4' CLG. HT. 9'-4" CLG. HT. 8"W. FLAT o SOFFIT d P.C. LINTEL W[ 8x8 I I BLK. COURSE ABV. BILK. I I COL g o I I I I I I 0 IOU 8070 OVERHEAD DR. ['-ll 112" 9'-11" 9'-10" 21'-10 1/2' PRINCETON a m 158'-6" [NJ \1■��: m LmJ\1■��: w N c 2x4 DRYWAI SHEI m LEJ\1■��. NICHE DETAIL UNITS -B` / "C- / "D_ m WDW. ROUGH OPNG.NOTE 36718x63 WIDTH z HEIGHT (IN INCHES) c Elm VI'M I 1 P1 c 1st STY. FLOOR PLAN (76 �C�< a ori 1 biOICJ w �{/P�, y �f c� �! u J AREA r O { ' TAB UNIT A UNIT T UBT � UBIT UNIT T UB UNI A TOTAL 1st STY, LIVING 834 734 734 680 734 734 - 834 5284 2nd STY. LIVING 946 901 901 889 901 901 946 6385 TOTAL LIVING 1780 1635 1635 1569 1635 1635 1780 11669 ENTRY 40 51 51 84 51 51 40 368 GARAGE 238 2301 230 236 230 230 2381 1632 LANAI 411 NA NA NA NA NA 41 182 TOTAL U.R. 2099 1916 1916 1889 1916 1916 2099 13751 1st STY FLOOR PLAN NOTES: mi Gee .� /2 a-✓� / 1. ALL INTERIOR FRAME WALL ARE DRAWN AND DIMENSIONED TO BE 3 1/2' WIDE UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8" WIDE UNLESS OTHERWISE NOTED. 3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTWN. GROUTED FILLED CELLS ARE CONSIDERED SHEAR WALLS. 4. ® INDICATES FRAME BEARING WALL. WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO WALL SUPPORTING GRAVITY LOADS ONLY. ALL UPLIFT LOADS ARE HANDLED BY QUICK -TIE INSTALLATION. SEE SHEET 11 FOR ADD'L. INFORMATION 5. U INDICATES FILLED REINFORCED VERTICAL BLOCK CELL - CONT. FROM FOOTING TO C.M.U. TOP COURSE 6. ® INDICATES 8" CMU WALL. TOP OF +9'-4' ABOVE TOP OF SLAB. 7. ® INDICATES 2 -HR. FIRE SEPARATION WALL BTWN. UNITS. SEPARATION 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 WITHIN OR PENETRATE THE SEPARATION WALL. 8. PROVIDE UL TESTED FIRE CAULKING ON ALL ELECTRICAL,PLUMBING AND MECHANICAL PENETRATION THROUGH RATED WALLS AND CE UNGS 9. VENT DRYER TO OUTSIDE THROUGH ATTIC OR WALL. 10. PROVIDE 24"w. WALL CAVITY, VOID OF STUDS, BEHIND WASHER FOR PLUMBING BOX AND STACK. 11. PROVIDE 12"w, WALL CAVITY, VOID OF STUDS, AT SHOWER CONTROL VALVE LOCATION. 12. INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS. 13. XX.X - INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW OPENING. 14, TLR'G LINE" - INDICATES CHANGE IN FLOOR FINISH. 15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES. 16. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) W/ WALL MOUNTED HANGERS AT LOCATIONS SHOWN. C LATEST REVISION DATE TO MASTER: 07-01-12 _ r O { ' Q ~ U oho Z � Z ca ctf Cn a = a uj C LL W Op N W � w� Q � OO cu W = 7— L �o _ r O { ' � U oho Z 1 w ca ctf Cn a = a uj C LL O JC��J ^ N W i W � Q M W H 0 c/) I C/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 1 1 1 1 1 44f! 1 1 3 of 14 1 M/I ORLANDO 0 1 ti 00 1 I w = ui ^ 1 D 0 cu W 7— L W H 0 c/) I C/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 1 1 1 1 1 44f! 1 1 3 of 14 1 M/I ORLANDO 0 EIM Elm 001 UMI H._ UIVII D L5101 ul =;A 7/8 P LA' EXPANDED IVIL I /-1L_ LM I I I VIV I I VL(\ nNiF-H IR RATFfI 7/1F," FIRF RFTARfIANT CI--IFATHIKIP, PLUMB'G STACK 24' VOID WASHER BOX PLACE DBL. v DBL WALL STUD ADJ. TO STUD VENT PIPE STUD SPACING DETAIL WASHER N1 1" RND. WASHER IA. DRILLED & CLEANED HOLE (4" MIN. EMBED INTO CMU WALL) BOLT INSTALLATION NOTES: 3" MIN. 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 TYP. CMU TO FRAME WALL DETAIL AT SEPARATION WALL SCALE: 3"=1'-0' UIV11 a WDWROUGH OPNG.NOTE 36718x63 WIDTH x HEIGHT (IN INCHES) Willi 1 n WALLLEGEND 2nd STY. FLOOR PLAN INDICATES 2x4 BEARING WALL W/ QUICK TIE SYSTEM HOLDDOWNS FROM TOP OF IST STORY BLOCK WALL TO SECOND STORY TOP PLATE. SEE SHEET 11 FOR ADD'L. INFORMATION ® INDICATES 2x4 BEARING WALL ABOVE LAM, BEAM. PROVIDE STRAPPING PER DETAIL 15 ON SHT. 12 ® INDICATES 2 -HR. FIRE SEPARATION WALL BTWN. UNITS. SEPARATION 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 WITHIN OR PENETRATE THE SEPARATION WALL. REFER TO SEPARATION WALL DETAIL(s) FOR ADDITIONAL INFORMATION. AREA TAB UGIT UNIT 22'-6" UNIT UGIT UAIT BOLDG . 1st STY. LIVING 22'-6" 8341 22'-6' 734 680 734 834 22'-6" 2nd STY. LIVING 946 901 22'-6' 889 901 23'-0' 5484 TOTAL LIVING 1780 1635 1635 1569 1635 1780 10034 ENTRY 40 51 51 84 51 40 317 GARAGE 238 230 230 236 230 238 1402 LANAI 41 NA NA NA NA 41 82 TOTAL U.R. 2099 1916 1916 1889 1916 2099 11835 6'-3' 5'-3" 8'-8" 2'-10' 2'-10' 13'-4' 12' 8" 13'-4" 2'-10" 4'-4' 14'-2' 13'-4" 12' 8" 13'-4' 2'-10° 2'-10- 8'-8° 5-3' 36' KNEE WALL W/ 36' KNEE WALL W/ 36' KNEE WALL W{ 36' KNEE WALL W/ 36" KNEE WALL W/ 36' KNEE WALL W/ 36" KNEE WALL W/ TEMP, GLS, ABOVE 3640 3Q40 TEMP. GLS. ABOVE 5040HR TEMP. GLS. ABOVE 5040HR 3040 3040 P. GLS, ABOVE 5040HR 304.0 TEMP. GLS. ABOVE 5040HR 5040HR TEMP. GLS, ABOVE 3040 3040 TEMP. GLS. ABOVE ROOF BELOW PRE -FAB 48X32 TEMP. FIXED TEMP. AXED PRE -FAB 48X32 EGRESS EGRESS PRE -FAB 48X32 TEMP' FIXED TEMP. FIXED PRE -FAB 48X32 EGRESS TEMP. FIXED PRE -FAB 48X32 EGRESS EGRESS PRE -FAB 48X32 TEMP. FIXED TEMP' FIXED PRE -FAB 48X32 ROOF BELOW SHOWER BASE SHOWER BASE SHOWER BASE SHOWER BASE SHOWER BASE SHOWER BASE SHOWER BASE 5040HR ■ ■ ■ ■ ■ ■ EGRESS EGRESSco ■ o ■ ■ o , 4'-0" S'-Q� _a o ' o ° 4'-0" 5 -A 5'-(3 " �" ° 4'-0" _ 4'-0„ `� 5 -0" ° 5' � N _ p TEMP !12668 TEMP o o TEMP TEMP 2668 TEMP o o TEMP TEMP cli GLS _ o GLS I I I I GLS o - a GIs I I 8'-0" CLG. HT.GLS ° I I I I GLSo GLS SH3050 M. BATH 248 2668 I + 2468 8'-0" CLG. HT. 8'-O CLG. HT. + + 2668 a' M. BATH 2468 CIO M. BATH MASTER CARPET �' 2468 2668 + + M. BATH 8'-0" CLG. HT. 8'-0' CLC. HT. + + 2668 ' 2468 cy' 468 2668 M. BATH SH3050 EGRESS — - - .BAT MASTER MASTER 3'-2' 2" -3 , 2° 11'-111/2 = 2' 3'-2 " MASTER MASTER .BAT — EGRESS i 3'-2" 2" 2" 3'-2" _ 0 CARPET 0 CARPET - o opo 000 � � o CARPET o o CARPET a - S-2" 2" 3'-2' o cn 000 o0e ■ _� opo 000 ■ 000 000 _' ■ ■ ■ 0 0 0 0 - �n ■ _ n 0 0 0 0 _ rn `;' 8'-0° CLG. HT. _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2468 + j 2468 N 266811 i i \ I I 2468 I OF 12468 N _ 8'-0' CLG. HT MASTER _ 12'-1 1/2" 12'-1 1/2° N MASTER 1 2 1 f CARPET 2x6 / 1'-2' 4' 8" 12'-1 1/2" i '-7 1 2" _ 12'-1 1 2" i 3'-7 i _ 4'-9 1 2 I! 0 9'-3 1/2" 1'-6" _ / 4'-8" Y-7 �; 2x6 = I = 12468 WALL 2xs WALL i — — — — — _ _ _ _ _ _ _ ' 2x6 wul WALL 11 rS-2 _ 2x6 WALL _ �_ WALL 1 n 3'-2" AC DUCT ii ■ i 5 LINEN SH ■ 5 LINEN SH ■ — _ ° !' 5 LINEN SH � ' 2668 ° 2668 M 5 LINEN SH ° AC DUCT I 2x6 CHASE TO 1ST i 2668 2668 ; _ — �F = 2668 F 2 ii — — i CHASE TO 1ST STY. 2x6 waLL" -_ _ DN (17 _______-______ �_____ J WALL STY. 12'-1 1/2° _ _ _ _ _ _ _ _ _ _ = SN �----- ----- ---- --- --- _ ------ --- -- DN ((17 + 2xs wAl II 1 4 SH — — = �L- ___- --- -- - -- — ---- _— ---- - -- — DN (17 DN 17 — _____ _- =_______ _ -_= 5 LINEN SH 12'-1 1/2 SH3050 SH3050_ EGRESS i r5UNEN — — F AFF RISERS rr — —� 3' 4' 2 RISERS 3' 4" r - — -� L - J LTJ 2468 7 4 3 - I o _ -6 3'-2 ' ° 5'_0 — i RISERS 3 4" 10" _ _ �' RISERS 3 4" 10' 1 n ° " -- — F if 2xs EGRESS _p° ° 8 — �� , 5'_p I I I I I 10" ■ lo" I I I ! I M I� ! I 11 -o° F — WALL 24 WALI— ■ I I 11 �assr _ 5068 I I I I I ■ 2668 11 I I ■ ++ + 115Ds1 ■ 5osrl I I 11 10 I ■ N I �� 11 I 6- 2xs WAALL 2668 L _ _ JL��J — — � 'L — —� HANDRAIL 2xs � —1 I 8'_6° HANDRAIL D �— — �' I r- _ � 8 — J rr — � I HANDRAIL HANDRAIL - -11 + I— — -7i 2xs �' JL J 2668 = _ WAIL — — ') 1/2 WALL I I fu 3 -2 I I 2" _2" -s' I -2" I I (I -6 1 ° p p 1 / 2 / " I I 3'-2 I 8'-s" 3'-2 8'-s I I � I I WALL -2� '-6 1 2868 ° F 112868 k I 6,_5„ 2668 2° 2 0 _ L_ _ —u - 2-6 -8" 42" KNEE WALL — J _ OPEN T P = " 2688 6,_5" I� ■ ° o ROOF BELOW 1 + I 1 — — AHU ::IDBATH _ e 3_2" 42°H. 2x4 ", ,� BATH 2 °� WALL _OPEN TO ■ BELOW ,�, _ 42"H. 2x4 WALL °� DA F H 2 ■ a OPT. r 7� 10'-10" LAV. 8'-0' CLG. HT. I / t 2 T- 3-2 ■ _ BA H 2 42"H. 2x4 WALL BELOW BELOW _CF. � �, _ � 42"H. 2x4 WALL 3'-2" � BAT d _U 2 � IL ND AIL _ J i BELOW 2 o A DRA _ 2668 2668— _ 2668 _BATH —BATH 2668 " _ —2668 _ 2668` — — PE TO 0 -5 1/2" 5'_p" T -i 1 " B LO 3_2 a — — I `'S-0 3'- 2 3'-2 —"_ l " 8 I 3 1/2' o oc =__-----� — 3'-5 1/2° —2&68 r— I - 3'- -2' 2' 2" 3'-2 -8" 1 -0"1 I a 1 -3 I/2' BEL W 5 _p° 5-1 1/ e j% II < —��J II AHU {�"'-'_i II ;` o II �_'',,1 2668 II AHU AHu lf"' 266 - U° 2668 AHU 2668 � � 3 -5 112- / ° I1 � 42"H. 2x4 RAILING WALL DN RS S 1D" ■ ____ ■ AHU � 4-41/2" i 2650 RA BELOW ■ —_o _------_ _ _ -------- 2668 --- - - _ _ 2668 ________________ ■ _ ■ 42"H. 2x4 RI R7 RAILING SWALL 112668 _ _ __________________ 26fi8 _ _ 2668 _ ___________� ------------- _ _ - _ _ _ 2668 - - _ _ 2668 _ _________ — _ 2668 2668 e 2668 I 3, 4° N N N HAN RAIL HANDRAIL =v 5068 5068 5068 — i4_68 AC 2668 5068 5068 5068 5068 - - - - - - - 2668 2668 _ _ - _ _ 2668 2668 ________________` _____` _______ 7'-6' T -T 7'-7" T-6" CHASE 8'-0' CLG. HT. T_6" 7'-7" T-7" T-6° ------___ _----- ----------------- N � �. LOFT 5068 5068 CARPET 5068 5068 T-8" T ° 10'-9" 10'-10" 10'-10" 10'-9" 10'-11 1/2" 10'-51/2" 10'-9° 10'-10" 1D' -1O" 1D'-9° ° 7' 8' 7'_8" ■ `r 8'-0' CLG. HL `Q 8'-0" CLG. HT. N 8'-0' CLG. HT. 8'-D" CLG. HT, N 8'-0" CLG. HT. 8'-0° CLG. HT 8'-0" CLG. HT. 8'-0" CLG. HT. 8'-0° CLG. HT. BED 2 BED 3 ■ BED 3 BED 2 ■ o N BED 2 : BED 2 BED 3 ■ BED 3 BED 2 il`-0° ■ CARPET CARPET ° CARPET CARPET CARPET CARPET CARPET ■ CARPET CARPET ■ __ 8'-D' CLG. HT. 8'-0" CLG. HT- 4X6 LVL POST BRG. ND SHAFT EXTEWALL ° ° 4X6 LVL POST BRG. ®BLK WALL BELOW EXTE4X6 NN LVL POST BRG_ 8`-0" CLG. HT. 8'-0" CLG. HT. BED 3 BED 2� (D BLK WALL BELOW o INTO WALL INTO BLK WALL BELOW BED 2 BED 3 CARPET CARPET BRG. WALL A OVERHANG TO GN ABV. SOFFIT - 5040HR EGRESS ROOF BELOW � o OVERHANG TO ALIGN ABV. SOF T BRG. WALL ■ EXTEND SHAFT CARPET CARPET EXTEND SHAFT WALL INTO ■ ■ ■ �, 5040HR SH3050 SH3050 5040HR OVERHANG TO LGN ABV. SOFFIT ■ i 5040HR I SH3050 ALIGN ABV. SOFF T f SH3050 504DHR �; EGRESS I EGRESS EGRESS EGRESS 5040HRco o C EGRESS ! EGRESS EGRESS EGRESS °� ■ ■ ■ ! { I I RODE BELOW EGRESS I o I � o _ � I j I ROOF DW I � I � I ■ SH30 S I EGRESS EGRESS EGRESS I EGRESS � EGRESS I i I � M LINE OF 1ST STORY UNE OF IST STORY ROOF BELOW LINE OF 1ST STORY _ LINE OF 1ST STORY — — — — — — — — — — — — — — — — — _ EXTERIOR WALL. _ -EXTERIOiT-WALL — — — — — — — — — — — — — — — — — — — _ �XTERIOFf WRLL Ll(TERIOR WALL I UNE OF 1ST STORY _ — — _ ! —ROOF — — LINE OF IST STORY EXTERIOR WALL � EXTERIOR WALL - 11'-4" 6'-0 112" 5'-5" 11'-0 1/2' 11'-7" 10'-11" 11'-5 1/2" 5'-11" 5'-5 112- 11'-2" 10-11 11'-7" 11'-0 1/2" 5'-5" 41 6'-0 1/2' 11'-4° 41 75/" -119 75/° 75/' 75%" 75/' 75/' LEXINGTON PRINCETON Le PRINCETON SARATOGA PRINCETON PRINCETON LEXIINGTON ll ■ e. ■".� ■■ °■ ■ .& .NT .fir\.. UMI H._ UIVII D L5101 ul =;A 7/8 P LA' EXPANDED IVIL I /-1L_ LM I I I VIV I I VL(\ nNiF-H IR RATFfI 7/1F," FIRF RFTARfIANT CI--IFATHIKIP, PLUMB'G STACK 24' VOID WASHER BOX PLACE DBL. v DBL WALL STUD ADJ. TO STUD VENT PIPE STUD SPACING DETAIL WASHER N1 1" RND. WASHER IA. DRILLED & CLEANED HOLE (4" MIN. EMBED INTO CMU WALL) BOLT INSTALLATION NOTES: 3" MIN. 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 TYP. CMU TO FRAME WALL DETAIL AT SEPARATION WALL SCALE: 3"=1'-0' UIV11 a WDWROUGH OPNG.NOTE 36718x63 WIDTH x HEIGHT (IN INCHES) Willi 1 n WALLLEGEND 2nd STY. FLOOR PLAN INDICATES 2x4 BEARING WALL W/ QUICK TIE SYSTEM HOLDDOWNS FROM TOP OF IST STORY BLOCK WALL TO SECOND STORY TOP PLATE. SEE SHEET 11 FOR ADD'L. INFORMATION ® INDICATES 2x4 BEARING WALL ABOVE LAM, BEAM. PROVIDE STRAPPING PER DETAIL 15 ON SHT. 12 ® INDICATES 2 -HR. FIRE SEPARATION WALL BTWN. UNITS. SEPARATION 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 WITHIN OR PENETRATE THE SEPARATION WALL. REFER TO SEPARATION WALL DETAIL(s) FOR ADDITIONAL INFORMATION. AREA TAB UGIT UNIT UNIT UNIT UGIT UAIT BOLDG . 1st STY. LIVING 8341 734 734 680 734 834 4550 2nd STY. LIVING 946 901 901 889 901 946 5484 TOTAL LIVING 1780 1635 1635 1569 1635 1780 10034 ENTRY 40 51 51 84 51 40 317 GARAGE 238 230 230 236 230 238 1402 LANAI 41 NA NA NA NA 41 82 TOTAL U.R. 2099 1916 1916 1889 1916 2099 11835 SECOND STORY PLAN NOTES: 1. DRYER VENT BOX - VENT THRU ROOF. 2. 24' W. WALL CAVITY, VOID OF STUDS, FOR WASHER BOX AND STACK. 3. 12" W. WALL CAVITY, VOID OF STUDS, FOR SHOWER VALVE AND/OR HEAD. 4. HARZARDOUS GLAZING LOCATION, INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND/OR WINDOWS. 5. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION. ALL FRAME WALLS ARE DRAWN AND DIMENSIONED TO BE 3 11Z WIDE UNLESS OTHERWISE NOTED. 6, PROVIDE DRAIN PAN BELOW EACH WASHER. DRAIN LINE TO EXTERIOR. 7. PROVIDE 2x4 AT 24" O.C. VERT. LADDER BLOCKING AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME WALLS FOR INSTALLATION OF INSULATION. LATEST REVISION DATE TO MASTER: 07-01-12 �J °- w o0 W 75 W 0 ,c 0 CD _L U _P `t U A w oQ c - C Q cj co �zI.-C& taw"' c>�� a w = o ci�M� J Z N M _J C2 , __jti (n N LL Lu m O tl M 0 I CV a r 0 W �— :D 0 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! 1 ' 4 of 14 1 1 M/l ORLANDO ,Z w Vuj 0 LJ - z � O E -- ,c 0 CD _L U _P `t U A w oQ c - C Q cj co �zI.-C& taw"' c>�� a w = o ci�M� J Z N M _J C2 , __jti (n N LL Lu m O tl M 0 I CV a r 0 W �— :D 0 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! 1 ' 4 of 14 1 1 M/l ORLANDO rid Aa ,'a Aa ;.yid 5a1 'Aa 'Aa -Aa * ; ;" ;fid Aa Aa i LATEST REVISION FACE OF STUD WALL DATE TO MASTER: KNEE WALL - 07-01-12 TOP AT 42'� SECTION THRU UPPER STAIR - UNIT "All - SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3/4" PLYWD. ON 2x12 FRMG AT TREADS V) W 42'H. KNEE WALL (5) RISERS BEYOND 1x10 STRINGER. 1" NOSING \ 0/10" / 3/4' PL RISER 2x12 TREAD 2x12 CARRIAGE W/ SPACER AT SIDE WALLS PER PLAN 3'-2' STAIR SECTION AT UNIT "B" SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3/4" PLYN. ON 2x8 JOISTS AT LANDING TOP OF LANDING 3'-2" (4) RISERS BEYOND FULL HT. WALL 3'-5 1 /2"10" \ I OPENON RAILING CURB -4 3/4" PLYWD.N RISER 2x12 TREAD - 2x12 CARRIAGE W/ SPACER AT SIDE WALLS L PER PLAN 3' -2 - STAIR SECTION AT UNIT " C" SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION HANDRAIL WITH CIRCULAR CROSS SECTION DIAMETER BTWN. 1 1/2' TO 2", OR PROVIDE CROSS SECTION OF EQUIVALENT GRASPABILITY PERFORMANCE 3/4" PLYWD. ON 2x8 JOISTS AT LANDING 0 0 0 o �o N V1 -40- TOP TOP OF LANDING 3/4" PLYWD. ON 2x8 JOISTS AT LANDING TYPICAL SECTION AT HANDRAIL BALUSTER SPACING LESS THAN 4" DIA. SPHERE HANDRAIL AIL DIAMETER CONT. BOTTOM RAIL LESS TAHN 2" DIA. SPHERE HANDR M/I HOME TYP. STAIR TREAD AND RISER CALCULATION CONCRETE SLAB TO J" PLYWOOD SECOND FLOOR HT. = 128.75" / 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� i 1x10 STRINGER I 1" NOSING 2x12 TREAD / / o / 3/4" PLYWD. / z o RISER / UU Y W O p m C7 xZ N p , S O � 0 co ZZA W W / �m Q / / / 2x4 P.T. / KICK PLATE NOTE: PICKETS SHALL BE PLACED NO ----CONNECT PLYWD. RISER TO TREAD WITH (4) 8d NAILS 202 CARRIAGE AT SIDES AND CENTER OF STAIRS WITH 2x6 SPACER AT SIDE WALLS CONNECT SPACER TO EA. STUD W/ (2) 10d COMMONS GREATER THAN 4" O.C. TYPICAL STAIR SECTION 3/4" PLYWOOD FLOORING FLOOR TRUSS NAIL (2)2x4 TO BOTTOM OF / FLOOR TRUSS 12" OR LESS IN / DEPTH 2x8 STAIR LEDGER CONNECT TO FLOOR TRUSS W/ (2)104 NAILS AT 6" O.C. MAX. OR EQUIVALENT -CONNECT CARRIAGE TO LEDGER W/ (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 HAVE A SPACE OF NOT LESS THAN 1-1/2" (38MM) BETWEEN THE WALL AND THE HANDRAILS 1 1 1 1 ~ O Q UPPER LANDING U 400 z � GIRDER PER Z to L uO:f & STAIRS TO BE GIRDER (BEYOND) FRAMING PLAN Q= ¢W=o U_ SUPPORTED BY W Op 1" NOSING c- � W � a Q � Lu OO GIRDER ABOVE BEARING LL= �z rW V ' WALLII ifi------,�.�---- .�. --- �-----� �o IIa .. .. .. LL---u---------�1-- --------------- M > 3/4' PLYWD. v w U' Z RISER 0 W 1/2" DRYWALL o� O �U) 00 S 5 1/2" UNDER STAIRS -J I \ o L_ o " " S TYPE X IN 1 2x12 CARRIAGE 0 J- i i W/ SPACER AT Q-) F--: GARAGE S - SIDE WALLS o m S I I O 10" II _J I I I 3,-6" S - J GARAGE FLOOR- II -J-------- SECTION THRU UPPER STAIR - UNIT "All - SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3/4" PLYWD. ON 2x12 FRMG AT TREADS V) W 42'H. KNEE WALL (5) RISERS BEYOND 1x10 STRINGER. 1" NOSING \ 0/10" / 3/4' PL RISER 2x12 TREAD 2x12 CARRIAGE W/ SPACER AT SIDE WALLS PER PLAN 3'-2' STAIR SECTION AT UNIT "B" SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3/4" PLYN. ON 2x8 JOISTS AT LANDING TOP OF LANDING 3'-2" (4) RISERS BEYOND FULL HT. WALL 3'-5 1 /2"10" \ I OPENON RAILING CURB -4 3/4" PLYWD.N RISER 2x12 TREAD - 2x12 CARRIAGE W/ SPACER AT SIDE WALLS L PER PLAN 3' -2 - STAIR SECTION AT UNIT " C" SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION HANDRAIL WITH CIRCULAR CROSS SECTION DIAMETER BTWN. 1 1/2' TO 2", OR PROVIDE CROSS SECTION OF EQUIVALENT GRASPABILITY PERFORMANCE 3/4" PLYWD. ON 2x8 JOISTS AT LANDING 0 0 0 o �o N V1 -40- TOP TOP OF LANDING 3/4" PLYWD. ON 2x8 JOISTS AT LANDING TYPICAL SECTION AT HANDRAIL BALUSTER SPACING LESS THAN 4" DIA. SPHERE HANDRAIL AIL DIAMETER CONT. BOTTOM RAIL LESS TAHN 2" DIA. SPHERE HANDR M/I HOME TYP. STAIR TREAD AND RISER CALCULATION CONCRETE SLAB TO J" PLYWOOD SECOND FLOOR HT. = 128.75" / 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� i 1x10 STRINGER I 1" NOSING 2x12 TREAD / / o / 3/4" PLYWD. / z o RISER / UU Y W O p m C7 xZ N p , S O � 0 co ZZA W W / �m Q / / / 2x4 P.T. / KICK PLATE NOTE: PICKETS SHALL BE PLACED NO ----CONNECT PLYWD. RISER TO TREAD WITH (4) 8d NAILS 202 CARRIAGE AT SIDES AND CENTER OF STAIRS WITH 2x6 SPACER AT SIDE WALLS CONNECT SPACER TO EA. STUD W/ (2) 10d COMMONS GREATER THAN 4" O.C. TYPICAL STAIR SECTION 3/4" PLYWOOD FLOORING FLOOR TRUSS NAIL (2)2x4 TO BOTTOM OF / FLOOR TRUSS 12" OR LESS IN / DEPTH 2x8 STAIR LEDGER CONNECT TO FLOOR TRUSS W/ (2)104 NAILS AT 6" O.C. MAX. OR EQUIVALENT -CONNECT CARRIAGE TO LEDGER W/ (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 HAVE A SPACE OF NOT LESS THAN 1-1/2" (38MM) BETWEEN THE WALL AND THE HANDRAILS 1 1 1 1 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 1 1 5 of 14 1 M/I ORLANDO ~ O Q U 400 z � � Z to L uO:f rM W M Q= ¢W=o U_ W Op N LL c- � W � a Q � Lu OO W LL= �z rW V ' O �o cu M > DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 1 1 5 of 14 1 M/I ORLANDO O 00 U 400 z � .L Uc� cM`noNtu to L uO:f rM W M Q= ¢W=o U_ CNJrn J (� O M � J N LL c- � W � a Q = DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 1 1 5 of 14 1 M/I ORLANDO (` M 00 1 ti Q rM W M \J1 w J = rW V ' O O cu M > w Z W o� �U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 1 1 5 of 14 1 M/I ORLANDO a:; A -Alk i# SAA V101,�� UNIT "B" 136'-0" 2" SEC. 40 IN SLAB TO 2° SEC. 40 IN SLAB TO EACH UNIT; 3-21OXHHW EACH UNIT; 3-21OXHHW 2" SEC. 40 IN SLAB TO W/ 1 #4XHHW ALUMINUM W/ I #4XHHW ALUMINUM H UNIT, 3-21OXHHW W/ 1 #4XHHW ALUMINUM 150 AMP METER W/ 150 150 AMP METER W/ 150 AMP UNIT MAIN BREAKER 150 AMP METER W/ 150 AMP UNIT MAIN BREAKER :4T AMP UNIT MAIN BREAKER O O O O400 AMP MAIN BUSBAR 120/240 O 400 AMP MAIN BUSBAR 120/240 120/240 O 400 AMP MAIN BUSBAR 1 PHASE 3 WIRE - N3R 1 PHASE 3 WIRE - N3R 1 PHASE 3 WIRE - AR O O 3" SEC. 80 PVC #4 BARE COPPER TO 5/8" CAL. 3" SEC. 80 PVC #4 BARE COPPER TO 5/8" GAL. 3° SEC. 80 PVC O ROD: TO FOOTER STEEL W/ #4 BARE COPPER TO 5/8" GAL, APPROVED CLAMP ROD: TO FOOTER STEEL W/ ROD: TO FOOTER STEEL W/ APPROVED CLAMP APPROVED CLAMP FIN. FIN. GR FIN. 8' GAL. GR. ROD 8' GAL. GR. ROD GRADE J\ 8' CAL. GR. ROD 3# 250 XHHW AL. IN SEC. 40 PVC TO UTILITY HODK-UP 3# 250 XHHW AL. IN SEC. 40 3# 400 XHHW AL. IN SEC. 40 PVC TO UTILITY HOOK-UP PVC TO UTILITY HOOK-UP 2 UNIT METER CENTER 3 UNIT METER CENTER 4 UNIT METER CENTER * NOTE: REQUIRES (2) OF THESE FOR 4 -UNIT BUILDING * NOTE: REQUIRES (2) 3 BANK FOR A 6 -UNIT BUILDING * NOTE: REQUIRES (1) 4 BANK AND (1) 3 BANK FOR A 7 -UNIT PDF created with pdfFadory trial version www-pdffactory.com TYPICAL 150AMP UNIT PANEL SLE OTT F. -CE Tt., E or: FL _E tl_:: 1T;'_ Jv,'G'd61 AB_F ��,; r� t ". F'F F C F SIE'= i I'r;'G i111 ., E rF r u NA Cl �. 8 fllSI. i t,lr Aj°Fr+IhITS'_ SEE SHEET 9 FOR ELECTRICAL LOADS CALCULATIONS UNIT "C" ELECTRICAL LEGEND STANDARD SWITCH U C? oww Cp jr CLLJ _U� Q W = o �ZC:) � J u- W N u- 3 WAY SWITCH Q 4 WAY SWITCH 00 ti 1 DIMMER SWITCH H] PUSH BUTTON 00 DUPLEX OUTLET G G.F.I. DUPLEX OUTLET WPP//GFI WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET uu UNDER COUNTER DUPLEX OUTLET 1 i ® CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER PRE -WIRED JUNCTION BOX PAN PRE -WIRED FAN JUNCTION BOX CEILING MOUNTED LIGHT FIXTURE VP CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE ATTIC P.C. LGT. ATTIC PULL CHAIN ISPT RECESSED LIGHT FIXTURE � VP RECESSED -VAPOR PROOF LIGHT FIXTURE -0 WALL MOUNTED LIGHT FIXTURE CH -0 L.T. COACH LIGHT (PRE -WIRE AS NOTED) - FLOOD LIGHT 1x4 1'x4' FLUORESCENT LIGHTING O 2'x4' FLUORESCENT LIGHTING 2x4 FLUORESCENT STRIP C u UNDER CABINET FLUORESCENT STRIP WALL MOUNTED INCANDESENT STRIP E.F. EXHAUST FAN E.F. EXHAUST FAN WITH LIGHT LITE S SMOKE DETECTOR OR SMOKE/CARBON MONOXIDE DETECTOR COMBO OS SPEAKER PRE -WIRE ELECTRICAL PANEL C� A/C DISCONNECT �]w ELECTRICAL METER TELEVISION OUTLET TELEPHONE JACK m NETWORK JACK 1 I Nil 1 VIV UNIT "B" owl 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. PREWIRE LOCATIONS SHALL BE DETERMINED & VERIFIED AT PRE -CON MTG. 3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTER(S) AND SHALL "TAMPER-RESISTANT" PROTECTION DEVICE. 4. ALL GARAGE OUTLETS SHALL BE G.F.I. 5. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS. 6. COMBO SMOKE/CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0" OF EACH DESIGNATED BEDROOM. 7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR. 8. ALL RECEPTACLES IN DAMP AND WET LOCATIONS SHALL BE WEATHER RESISTANT TYPE DEVICES. 9. ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, WHERE NECESSARY. [51 \ 1 ■li:iil m W al Z N al AS Z� m m WW305 al U I Q � U =E 1st STY. ELECTRICAL PLAN v LATEST REVISION DATE TO MASTER: 07-01-12 �lJ 45; 93� Cif o00 W _U W Lu O ZZ m O _ = QU Q U C? oww Cp jr CLLJ _U� Q W = o �ZC:) � J u- W N u- Q � 00 ti 1 QM z 00 > � Lu w � I = Q W o0 � waf Q O O O w LL. W Z z � O W H O � J O _ = QU Q U C? oww Cp jr CLLJ _U� Q W = o �ZC:) � J u- W N u- T 00 ti 1 QM 00 > � Lu w � I = Q W V ' Q O cuW Mme= W Z W H O � J DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! I Z�y 6 of 14 II M/IORLANDO 4 t AAi & Au AA 158'-6" 23'-0" 22'-6" 12'-6"22'-6° 22'-6" 13 -0" 13'-0" 22'-6° 22'-6" 13'-0"23'-0" 7 7 13'-0° 12'-6„ 7 � 7 7 N 1— 11'_2 1/2° o , — r' 3'x3' CONC. 1- 1 I 1 AC PAD 3'x3' CONC. 3'x3' CONC. 1 3'x3' CONC. 3'x3' CONC. 1 12x12 BLK. 12212 BLK. AC PAD W/CK EDGE AC PAD o 4" CONC. SLAB 3'x3' CONC. I 1 3'x3' CONC. o " 11-2 1/2" 4" ~ COL 4" CONC. SLAB CO 24x24"x20" FTG. o 0 W/ THK. EDGE W/ 3 #5 EA. WAY °� °0 I 1 1 W/ THK. EDGE AC PAD AC PAD 4"/GONG. SLAB W THK. EDGE o AC PAD o AC PAD00 In 12x12 BLK. 12x12 BLK. W n 3 #5 EA. WAY 2 2 I I ( 1 °o 24"x24"x20" FTG. OL 4° CONC. SLAB COL / I I I 1 2 w/ 3 ,J5 EA. WAY W/ THK. EDGE 1� 1 2'-5 112 " 6'-10" /2"87 1/ " 3 6' 8" 12'-10° n a ° 1 1 n I ` 6" STEP DOWN 4'-10 8" 12'-10" 8 8 3 6' 8" a 12'-10" g" 8° 8" 1 , 1 I ° 1 2 24 x24"x20" FTG. 1 6" STEP DOWN 2 -10° 4'-t0" 8° 12'-10 7 1 W/ 35 EA. WAY ° %' " ' f 6 STEP DOWN 6° STEP DOWN 9'-10" i' ' i' 1'-3 ■ ■ ' ' � � � . , , i , , ,, , , j ,, � > � 6° STEP DOWN 3�_ " / 8" -E 6'-10" '-5 1/2° 1 i / ,' ■ ■ 1-1/2" DP. RECESS 0 SGD RECE S (� SGD N —77 t-11 gyp, ■ ■ ■ l RECE S @ SGD �, r* RECE S @SGD 1-1 ■ ■ ■ �, RECESS ® SGD DP.RECE S SGD ■ 9'-10" 1'-3" v I F_ 1-112' DP. RECESS SGD TOP OF SLAB ■ I 9 — — A.F.F. ' - 9 9 9 1 (REF. ELEV.) N 1 "LEXINGTON""PRINCETON"I _I "PRINCETON" f !' ��"PRINCETON" I 2�Xk "SARATOGA" PRINCETON "PRIN ' CETON Y "LEXINGTON" UNIT _ GTON 1 N I _ UNIT UNIT „ UNIT I UNIT \� 4 CONC. SLAB Wl FIBERMESH OR � � N UNI ., 2 0 4 CONC. SLAB WI FIBERMESH OR - T UNIT ' 4 CONC. SLAB Wl FIBERMESH OR 4" CONC. SLAB Wl FIBERMESH OR 4�� C „ CONC. SLAB Wl FIBERMESH OR 1 6x6 WWM AT PERIMETER ON 6x6 WWM AT PERIMETER ON � 6x6 WWM AT PERIMETER ON � � � 4 CONC. SLAB WI FIBERMESH OR 6 MIL VAPOR BARRIER OVER 6x6 WWM AT PERIMETER ON 6x6 WWM AT PERIMETER ON 1 0 6 MIL VAPOR BARRIER OVER 6 MIL VAPOR BARRIER OVER 5 6x6 WWM AT PERIMETER ON CLEAN COMPACTED FILL r-81/2° 6 MIL VAPOR BARRIER OVER - 6 MIL VAPOR BARRIER OVER 1 CLEAN COMPACTED FILL CLEAN COMPACTED FILL 7 -8 1/2° 8'-11/2° FI 6 MIL VAPOR BARRIER OVER 6'-4" I 6'-4° - CLEAN COMPACTED FILL - CLEAN COMPACTED 7'-81/2° TOP OF _ 6'-4" 6'_4" FILL N 1 TOP OF SLAB 8'-°a M SLAB 5 0 5 \ '� °� CLEAN COMPACTED FILL L TOP OF SLAB I - I 8AJ2 �O 90T 5 °� 5 8AJ2 �0 90T o 8'-D° +O' -O" A.F.F. + �� k--� '' �„ 4 CONC. SLAB W/ FIBERMESH OR N +0'-0" A. F. F. ,x +0 -0 A F F u 8 = AJZ �0 90T 1 � ;;.; ., , 6x6 WWM AT PERIMETER ON k ;� ? � �` \h � �� N ELEV.(REF.+0 -0 A f \ + I I. � (REF. .F.F.� X 0 -0 A.F.FlcxD ) 10'-6° ELEV. 6 MIL VAPOR BARRIER OVER ' a +O -O A.F.F.°I) (REF. ELEV.�: �_I ) �(V13.13R) a., P s '0' 5 1 CLEAN COMPACTED FILL ' , ' _ (V13.13R) v I , N(.V32.13il) NO SLAB 2'-7 4,_6e, o 24°224'x20" ' cy' `� FTG. W 35 _ _ `� 5 �� P S EA. WAY I (NO SLAB) , 4'-3" 5 8 c � 5 r K 24"x24"x20" C 4 0' 4 /2n 4'-0" o 1 FTG. W/ 3 #5 j. ____ I EA. WAY ■ x / \j�`l /y% ' ' , 'C l ri i(< ,, .... / '� -. �' \ 4 ' I 4 rn \ 8 �- ^� 4'-3a `, % .� �! \ ; iT ,.T. ,�T-.fir,! a' 4 i 5 y--. :< x looJ i �. J - � 7, - x v" `l i 0 ca CD co C14 N —i O 4 I 4 o N O I I 4 I ;, 4 3A N 3A I I , g �', 1 7 5/g" "' 3A X o BRICK ' 1 1 cf,4 ■ ■ ■ ■ `� PAVERS _1 ■ (NO SLAB) o co C., j' �, / 2'-11" 1'-7" 4'-4" � ■ 1 IN 4'-4° 1'-7° 2'-11" 2'-1 012" - ' I'Cy W ,� CV // An — 0 0 0 d BRICK ( 1 BRICK - Lil ,_,_, w cN 4'-4° 1'-T 2'-11" 2'-0 1 2 1 2'-11" 1'-7" 4'-4" PAVERS I co -co N `" NO SLAB "' I PAVERS �' I of �,' o 8x8 BLK. o � 1 1 N N ( ) U (NO SLAB) cJi> ; ' 1 "' AVERS �' PARVERS "' o 2cnII J _ I ■ COLUMN (NO SLAB) '�' (NO SLAB) J o - - o � u— a0 ca ■ N , ° - O N co I —1t _ p a 8X pp N I - I co ■ CV ■ y, 1 I BLK. _ - co y COL 8x24 BLK. 8x8 BLK. COL I � W4" 36°51 EA.PWAYG BL . 1 -co1 0 COLUMN COLUMN 7 5 8 / " I 8x8 BLK. X8 / BLK. I 1 I I CURB ° T.O.F.= -1'-4 A.F.F� COL COLUMN Ix 8224 BLK. COL 24°Wxl6"DP. FTG. W/ 24"Wx16"DP. FTG. W/ 1 COLUMN 6 0 "' 4 �5 CONT. -T.O.F.= 4 ;#5 CONT. -T.O.F.= �, � - � � 1 _� I , f � I 24"Wx16"DP. FTG. W/ 24"Wx16°DP. FTG. W/ ■ -1-4 A.F.F. -1'-4 A.F.F. 1 �' 45 CONT. -T.O.F.= 45 CONT. -T.O.F.= ■ i ; ■ 7 5 8" 7 5/8" ■ -1-4" A.F.F. -1'-4' A.F.F. o I ao ■ ■ ■ ■ ■ CUR$ _ = CURB ■ ■ i ■ ■ i , ° o ■ 7 5/8" 6 ■ ■ j' i / / /" / ■ ■ ■ ■ ■ / ■ ■ Cu 7 CU/RB ■ 6 ■ ■■ e ■ ° 758" 7F,8n 6 6 - ■ CURB CU 6 ■ ■ 7 5/8" - " 2'-3" 5'-2° 3'-2" 1'-7" 8'-8„ ,_5 /2'1'-1" 8'-9" '-5 1/2 2 �_ ° CURB 7 5 8" - -6 1/2 8'-8" 1'-5 -5" 8'-8" -6 1/2 10'-10 1/2" 8" 8'-8" -6 1/2 2 ,- " 5 1/ _ _ , CURB 8' 9" 1'-1 / 8'-8" 1'-7" 3'-2" 5'-2° 2'-3" 1, On 22'-0 112" 21'-10 112" 21'-10 112- 21'-10 112" 21'-10 1/2' 21'-10 1/2" 22'-0 1/2" LEXINGTON PRINCETON%J Ite PRINCETON SARATOGA UNIT "A" UNIT "B" UNIT "B" PRINCETON PRINCETON LEXINGTON UNIT C UNIT "B" N UNIT "B" UNIT "A" co FIN. 00 4" o O I 2-;#5 BARS CONT. ON CHAIRS TYP.1-STY. SLAB EDGE BRG. WALL O O O ,, 8n 1641, - 5 BARS COfT. ON CHAIRS 5 INT. FRAME BRG. WALL FTG. CURB WIDTH AS STATED ON PLANS 7 1/2" CURB VARIES BRG. WALL VARIES VARIES VARIES VARIES VARIES co FIN.CID I VARIES 00 4" 74, LANAI SLAB -O OO O OR ENTRY 4" 3-#5 BARS c' 4.5 BAR z PAVERS O O CONT. ON aa'a AT 24" O.C. 4" a 3-15 BARS 'I 4" 3-#5 BARS CONT. ON 3-#5 BARS 3-�!5 BARS 1�_t0° CHAIRS 4-#5 BARS CHAIRS O O O CONT. IRON 2'-0° CONT. ON CHAIRS 2'-0' 1,-8„ CONT. ON 1'-10" CONT. AR CHAIRS CHAIRS RAISED CURB FTG. RAISED CURB FTG. INT. BLK. WALL FTG. AT SLAB 2 TYP. 2 -STY. 3r3A 3B 4 INT. BRG. WALL FTG. AT GARAGE EXT. BTWN. GARAGE STEP DN. BTWN .GARAGE & SLAB EDGE AT SLAB STEP DN. WALLS INT. WALLS ADJ. UNIT INTERIOR WALLS TYPICAL EDGE z O O PIPING PIPE (6° DIA. MAX.) SLEEVE (DIA. LARGER THAN PIPE) TYP. PIPE THRU FTG" DETAIL AS REQ'D, VERIFYw DOOR M UF. SLOPE 11 1/2" 8" CMU STEM MONO —� WALL 5 BAR DOWEL FIN. I T EA. REINF. MONO STEM SLOPE EXTEND STEM WALL FTG. -- ► GRADE FILLED CELL DEPTH OF REBAR 2'-1" INTO MONOLITHIC MONOLITHIC SLAB SLAB EDGE PAVERS E EDGE TO MATCH SOfL CEMENT/ - ON DRIVE o VARIES _� 4n #5 BAR BOT. OF STEM WALL SAND BASE (3)-�'S's CONT. WAY O O � a a 3 AT 24° O.C. � FTG. UUN CHAIRS TOP OF FTG. 16° 8„ 15 CONT. 1'-O° 1 5 CONT. 4-5 BARS 11'-1 1/2" A.F.F. o W FIN. >I 2'-0° CONT. ON CHAIRS - Z Z GRADE SLAB EDGE FTG. AT l 45' o m 6 PATIO/ENTRY s INT. NON-BRG. SLAB TYPICAL FTG. STEM WALL 2'-6" GARAGE DOOR OPNG. 9 COLT 2'_0" FOG T. CONC. FTG. KEBABS N �o BRICK PAVER DETAIL SLAB EDGE STEP DN. FTG. INT. SEPARATION swi STEM WALL DETAIL xx STEM WALL FTG. TO MONO WALLS AT ENTRY SLAB EDGE TRANSITION SLAB PLAN 1/4" = 1'-0" FOUNDATION NOTES: 1. 0 INDICATES FILLED CELL W/ 3,000 PSI GROUT W/ 1-#5 REBAR UNLESS NOTED OTHERWISE. 2. DO NOT SCALE PRINTS! CONSTRUCT FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION. 3. REFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING WALL, AND CONCUIT UNDER SLAB LOCATIONS. 4. AC PADS TO BE 12" MIN. CLEARANCE FROM SLAB EDGE. 5. T.O.F. = TOP OF FOOTING LATEST REVISION DATE TO MASTER: 07-01-12 � Q � 0 o 0 LuU W W 0 Oo C � 7fz-77 O 0 400 iT U ao Z ' .i c) W Ln Luc m w Q = ¢ LU o �0 U�� C J Z MC:) � J c- LUcdN Q � M 00 1 ti Q �— M Lli J - LL LLL 00 > W Z Lu 0 W J Cid DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 8 of 14 M/l of � Q � z W Oo � w� OO w LL - z � O H 0 400 iT U ao Z ' .i c) W Ln Luc m w Q = ¢ LU o �0 U�� C J Z MC:) � J c- LUcdN Q � M 00 1 ti Q �— M Lli J - LL LLL 00 > W Z Lu 0 W J Cid DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 8 of 14 M/l of Y+ °o ul un a c n a M un Elm vfl m 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 MANUFACTURED BY QUALITY PRECAST ARE ACCEPTABLE PER FL. PRODUCT APPROVAL. 5. ADD'L CONC. FILL W/ 1-15 BAR IN "U" LINTELS IS ACCEPTABLE BUT NOT REQUIRED FOR LINTEL SECTIONS 12 AND 12R. LINTEL SECTIONS: 8"H. PRECAST 'U" LINTEL ON TOP COURSE FILL i (MIN.61/2' BRG. ON ENDS) �. CH. RECESSED PRECAST - - J "U" LINTEL -UNFILLED W/ 1-5� O (MIN. 6-1/2" BRG. ON ENDS) 1R 8°H. KNOCKOUT CMU TOP COURSE ALL W/ CONC. & 1-15 FELT PAPER OR SCREEN co .4- UNFILLED CMU COURSE(S) o `" 8"H. PRECAST 'U" LINTEL- UNFlLLED (MIN. 4' BRG.ON ENDS) 8'H. RECESSED PRECAST "U" LINTEL -UNFILLED O(MIN. 4- BRG. ON ENDS) 2R �. 8'H. KNOCKOUT CMU TOP • - COURSE FILL W/ CONC. & 1-15 - - 8"H. PRECAST OR PRESTRESSED 'U" LINTEL -FILL W/ CONIC. & 1-¢5 (MIN. 6-1/2' BRG. ON ENDS) CH. RECESSED PRECAST L 'U" LINTEL -FILL W/ CONC. & 1-15 (MIN. 6-1/2" BRG. ON ENDS) 3R CH. KNOCKOUT CMU TOP COURSE FILL W/ CONC. & 1-J5 -- CMU COURSE(S) FILL o W/ CONC, o 0m 8'H. PRECAST OR PRESTRESSED _ °U° LINTEL -FILL W/ CONIC. & 1-15 j . (MIN. 6-1/2' BRG. ON ENDS) 8'H. RECESSED PRECAST L - - - - J "U" LINTEL -FILL W/ CONC. & 1-15 O (MIN. 6-1/2" BRG. ON ENDS) 4R 11 8"H. KNOCKOUT CMU TOP COURSE ALL W/ 3000 PSI CONIC. & 1-15 #3 STIRRUPS W/ AC 1807 HQOK 16" D.C. • 8"H. PRECAST OR PRESTRESSED "U" UNTEL-FILL Wf 3000 PSI CONC. & 1-#5 O(MIN. 6-1/2' BRG. ON ENDS) 5 4"H. CMU ALL A/ CONC. - NO COLD JOINT O 'x'11 � 8"H, PRECAST "U" LINTEL � z LLI ON TOP COURSE FILL "' J tr W/ CONC. 2 -#5 w VLu 1.11 (MIN. 6-1/2" BRG. ON ENDS) W �DC STIRRUPS W/ ACI 180' 6 H H00K ID 12" O.C. 1st STY. MASONRY PLAN 11 22 LATEST REVISION DATE TO MASTER: 07-01-12 w w a) cn uj0 O 2 G M O Q � co � z LLI Q = V Q W = ~o �_�"� J LL w VLu 0 W �DC V OO LL © 0 z � O m_j W H M O cO CO Q co �� V Lu oLu �CO LLI Q = V Q W = ~o �_�"� J LL LL_ i¢ WNu M DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! 1 � � 1 1 1 V� 1 ' 10 of 14 1 1 M/I ORLANDO 1 ~' Q �— M \1 J LL _ W 4 V ' © 0 i..r m_j W Z Q W J LO DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! 1 � � 1 1 1 V� 1 ' 10 of 14 1 1 M/I ORLANDO m m a a m C c c C c c C un 0 c c n vN so ■ , . vN.I I► v V1V1 1 u V1V1 1 V VIV1 1 0 VIVI 1 0 LINTEL NOTES: 1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS. 2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI 0 28 DAYS 3. REBAR STEEL SHALL BE MIN. GRADE 40 DEFORMED. 4. LINTELS MANUFACTURED BY QUALITY PRECAST ARE ACCEPTABLE PER FL. PRODUCT APPROVAL. 5. ADDT CONC. FILL W/ 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 W/ CONC. 1-#5 s; (MIN. 6-1/2° BRG. ON ENDS) 8"H. RECESSED PRECAST °U" LINTEL -UNFILLED W/ 1-j§ O (MIN. 6-1/2" BRG. ON ENDS) 1R 8"H. KNOCKOUT CMU TOP COURSE FILL W/ CONC. & 1 - FELT PAPER OR SCREEN 0 ~_ UNFILLED CMU COURSE(S) 8"H. PRECAST "U" LINTEL - UNFILLED (MIN. 4" BRG.ON ENDS) 8°H. RECESSED PRECAST O LINTEL -UNFILLED 2 (MIN. 4" BRG. ON ENDS) 8"H. KNOCKOUT CMU TOP f ;' COURSE FILL W/ CONC. & 1-#5 CMU COURSE(S) FILL o W/ CONC. o o 8"H. PRECAST OR PRESTRESSED °U° LINTEL -FILL W/ CONC. & 1-#5 (MIN. 6-1/2" BRG. ON ENDS) Flo 8"H. RECESSED PRECAST L - - - - J "U" LINTEL -FILL W/ CONIC. & 1-#5 O (MIN. 6-1/2° BRG. ON ENDS) O4R 8°H. KNOCKOUT CMU TOP COURSE HILL W/ 3000 PSI CONC. & i-#5 13 STIRRUPS W/ N ACI 180 HOOK 016' O.C. 8°H. PRECAST OR PRESTRESSED "U" LINTEL -FILL W/ 3000 PSI CONIC. & 1-15 (MIN. 6-1/2° BRG. ON ENDS) 5 4"H. CMU FILL W/ CONC. - N0 COLD JOINT M 8"H. PRECAST °U" LINTEL 8"H. KNOCKOUT CMU TOP ; � Cr) (Do ON TOP COURSE FILL — W/ CONIC. 2 -1 COURSE FILL W/ CONC. & 1-15 — — Lu `D V ' 8"H. PRECAST OR PRESTRESSED a W � "U" LINTEL -FILL W/ CONC. & 1-15 w (MIN. 6-1/2" BRG. ON ENDS) 8"H. RECESSED PRECAST L - - - - J O "U" LINTEL -RLL W/ CONC. & 1-#5 (MIN. 6-1/2" BRG. ON ENDS) 3R 8"H. KNOCKOUT CMU TOP f ;' COURSE FILL W/ CONC. & 1-#5 CMU COURSE(S) FILL o W/ CONC. o o 8"H. PRECAST OR PRESTRESSED °U° LINTEL -FILL W/ CONC. & 1-#5 (MIN. 6-1/2" BRG. ON ENDS) Flo 8"H. RECESSED PRECAST L - - - - J "U" LINTEL -FILL W/ CONIC. & 1-#5 O (MIN. 6-1/2° BRG. ON ENDS) O4R 8°H. KNOCKOUT CMU TOP COURSE HILL W/ 3000 PSI CONC. & i-#5 13 STIRRUPS W/ N ACI 180 HOOK 016' O.C. 8°H. PRECAST OR PRESTRESSED "U" LINTEL -FILL W/ 3000 PSI CONIC. & 1-15 (MIN. 6-1/2° BRG. ON ENDS) 5 4"H. CMU FILL W/ CONC. - N0 COLD JOINT M 8"H. PRECAST °U" LINTEL c 1 ti Q � Cr) (Do ON TOP COURSE FILL ff W/ CONIC. 2 -1 Lu V ' O HOOK 0 12° Q.C. 5 (MIN. 6-1/2" BRG. ON ENDS) ,,j'3 STIRRUPS W/ ACI 180' 2nd STY. MASONRY PLAN C LATEST REVISION DATE TO MASTER: 07-01-12 oc 0 o Lu Lu Lu O c am O to U 00 LLJ �� Low Cu M W o p F-c� _ F— ,H U.) v 2 Q W C-) � O U A �+ JZNch _o C Q L.L W N LL Q M c 1 ti Q � Cr) (Do 1 ui Lu V ' 0 W � w Z LL c J W DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 1 1 1 1 ' 11 of 14 1 1 M/I ORLANDO c FRE -ENGINEERED ROOF TRUSS OR CtJNV. FRAMED RAFTER SIMPSON 'HETA20" STRAP A7 EA. TRUSS - NAILS PEP, SCHEDULE "HETA20" STRAP NAILING SCHEDULE JPLIFT J OF NA LS VALUE REQUIRED 1810 " O'10d x 200 (6110c x 1-112" 800 (4)10d x 1-1/2" IL_ I CMU WALL TYPICAL TRUSS TO ' 1 BLOCK WALL CONNECTION 12 + UNLESS OTHERWISE NOTED ON THE PLAN UPLIFT LOAD REQUIREMENTS OBTAINED FROM SEALED FP GINEERINC DRA'MNGS FROM TRUSS MANU-. FLOOR TRUSSES AT 24 G.L. MAX. CMTS WALL 2" MIN. DIMENSION TO STRAP FROM FACE OF BLK. WALL 20 CONT. RIM BOARD AT TOP & BCT. CHORD CONNECT TO EA. FLR. TRUSS W/ (4)l6d NAILS - SETBACK FACE OF RIM BOARD '/2" FROM FACE OF BLOCK SIMPSON "HETA20" ANCHOR AT EA. FLOOR TRUSS - FILL ALL NAIL HOLES TYPICAL FLR. TRUSS I BEAM Z PERPENDICULAR TO CMU WALL `�UPLIFT STRAP CONNECTION ' UNLESS OTHERWISE NOTED ON THE FLAN I cr 3 PLY 1r," :DIP FLAT -'ANC. BLOC GIRDER TFUSS? %' WALL C�CNIvECT HNGER TO u I . I � r- SIM:1SCN "TIT -Pd F I-�JIbIPJ�,h4 L `l? r -;_ilk HKtJ EP 'W 1 I,CS 1 U ; ,' 1 �' P W'S T TRJSS 2,415 MAX I,P_IFT; �H 3 FL 11,4P CI-, _GUI 8 3 HAIJ_,-? +tu, ,n1 SDS 4x2 I 1.` " I REtiYS c TRU-S ;S ',IAX JFLIFT J FLAT GIRDER TRUSS 7 TO CMU WALL 12 '' un�Ir�Q rnnini�rTinni 2 x 4 X -BRACING AT 2x4 BOX FRAME AT 48" O.C. MAX. W� OSB i 48" O.C. MAX. IN SHEATHIPdG EA. SIDE (CONNECT TO 2x4 W 16" DP. FLOOR / F!RST () T LS BAYS 8d NAILS AT 6" OC.) AT FIRST (2) TRUSS TRUSSES PER PLAN . CONNE f EA. ENO OR BAYS CONNECT A. CORNER W/ ;t110� �� % � W/ (2 10d TOENAILS TYOiS? 16" DP. GABLE END FLR. TRUSS OR /i + !' 16" DP. LAM. BEAM PER PLAN - - -SETBACK FACE OF RIM BOARD '12" FROM FACE ` OF BLOCK; CONC. BLOCK WALL ! PROVIDE SIMPSON "HETQ?0" .ANCHOR AT ALTERNATE O.C. MAX PRO}rI�E SGu�� :x4 BRACING BTWN. FROMDFACE SOF! 70 Bt_K.JWALL —/ CAP HORDSLFOR NNItN! PFISL ALL NAI BOT. FLR. TRUSSES HOLES 3 PERIMETER WALL DETAIL 12 ; i; TRUSSES PARRALLEL TO WALL CMU SEPARATION WALL BTWN. UNITS CONNECTOR VARIES -SEE PLAN FOR INFORMATION—` V ■ .. I V TYPICAL FLR. TRUSS I BEAM 4 PARALLEL TO CMU WALL 12 UPLIFT STRAP CONNECTION UNLESS OTHERWISE NOTED CN ThE FLAN /--SIMPSON "I STA12" OR OIIICK-TIF "I S12" FI AT STRAP — GABLE END FLR. TRUSS o CENTER STRAP ON BOT. OF TOP PLATE OR LAM. BEAM PER PLAN U M� W 1 i` PARRAILEL TO WALL Cu Lu �__; co SETBACK FACE O." Q tL o 1 TRUSS OR BEAM 1 ''2" C=) (7 M J FROM FACE OF BL6CK CMU WALL SIMPSON "HETA20" ANCHOR 4" DIMENSION TO AT 24' G.C. MAX. - PROVIDE WDW. OPENING SOLID 2:x4 VERT. BLKG. BTWN. TRUSS TOP' STRAP FROM FACE & BOT CHORDS FOR NAILING OF BLK. WALL FILL AU_ NAIL HOLES TYPICAL FLR. TRUSS I BEAM 4 PARALLEL TO CMU WALL 12 UPLIFT STRAP CONNECTION UNLESS OTHERWISE NOTED CN ThE FLAN /--SIMPSON "I STA12" OR OIIICK-TIF "I S12" FI AT STRAP HLAM. ULNILK 51KAF ON HUL Ut IKU55 UK HLAM N/ MIN. PeffLI +' FILLA',1 PIA- Hi "I -ES $ 2ND STY FRAME WALL TO GIRDER 12 : OR BEAM STRAP CONNECTION 16" DP. FLOOR TRUSSES W/ MID SPAN ERL ELL ALL NAI_ HOLES CONC.—SIMPSON "tIETA20" BLK. AT EA. FLR .RUSS- W,ALL FILL .ALL NA HOLES 5 FLR. TRUSS TO CMU WALL 12 STRAP CONNECTION MID SPAN BEARING CONDITION 3 PLY 1F," DP. FLAT GIRDER -ROSS 211lcd SINKER` TO OLLR,11! SCJ 1 SCREW` TO BIRDER` 3.5".6" LVL CC_UIMN 'T76" f W/5r8 _FREADED RlCt TO SLA2 SLT IN-EPDXY FLL-D HILL N/ 5' MPS. EMBED FILL ALL NAT HCLES s GIRDER TRUSS TO 2 COLUMN TO SLAB CONNECTION LWAL-11L LVL BEAM OR GIRDER TRUSS PER PLAN CONC. BLOCK WALL — 12 SIMPSON "h'F16" HCLDDOWN W/ 5/8" THREADED ROD TO B(K. WALL SET IN EPDXY FILLED HOLE W/ 5" MIN. EMBED FILL ALL NAIL HOLES BEAM I GIRDER TRUSS TO CMU WALL STRAP CONNECTION - b IF. . Lr,T RDER TFCSS.: OF 16 DF. FLOCK TPLSS PRIDE bC SH'vIS AS RE i FL `'AF' BT'k h;+NI;FF .�h,D TRUSS S ,1PSON °NI r' HANGER W fi) T. TRUSS SNI. 3L"j NALL C �hlllEl HAPI ' F' TO CMU 'WAI will 1 14 1' /4' 'SIMDSC"4 "TIT -E I SCREWS /10 , TRUSS TO CMU WALL 2 HANGER CONNECTION viol1 u 3" CF F -AT IRD-R TDD SS OR 16" C�'_ FUDR TDLSS FIROVIDE WD. SHIMS�, REQ'D ER AF 3TAN_ HANGER '.F�I TRUNS SIMFSONI HJ26 LE HJ FAh;CER n; 1Jd hAILSJ Tp J `S _CON'llB _I f�^WINE� CIIU ..•+LL H 1 T `IMPSON "TITEh:` SCREWS 11 TRUSS TO CMU WALL 12 HANGER CONNECTION 1 s STY. FRAMING PLAN FRAMING PLAN NOTES: 1. PERMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER HIB91. 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 2x4 BLK'G. AT 48" O.C. BTWN. 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 BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) 6. BEARING WALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.) 7, FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAM. 8. 1ST 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 202 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD. 11. PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING. 12. SEE TRUSS ENGINEERINGFOR 0 REQUIRED NUMBER OF TRUSSES ®GIRDERS 13. PROVIDE MIN. 2 STUDS 0 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.), (B.C. - 10 PSF.) DESIGN DATA - WIND 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 = +/- 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.) 1. NOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PSF NON -CONCURRENT BOTTOM CHORD LIVE LOAD. 2. TRUSS DESIGN TO INCLUDE 20PSF LIVE LOADS FOR ATTICS WITH LIMITED STORAGE AND PROVIDE NOTATION ON PROFILES REQUIRING ADDITIONAL LIVE LOAD 1 1 1 1 LATEST REVISION DATE TO MASTER: 07-01-12 u CONNECTING EA. 2ND STY. STUD TO TOP PLATE o CENTER STRAP ON BOT. OF TOP PLATE H U M� W 1 LL, Lo Lu Cu Lu �__; co Q = Q tL o 1 U_ m rn C=) (7 M J W Op � >w� Q WDW. OPENING � OO V W PER PLAN �z = I I � O I I ' DBL. STRAP AT Z EA. SIDE OF OPNG. i. Lu I I J cj) JL GIRDER TRUSS OR L'dL BEAh,1 PER FLAN —' SIhIPSO`! "HTTIo' ti4 SIMPSON "LSTA12" OR QUICK -TIE "LS12" FLAT STRAP TFI EF DEC R N CONNECTING EA. 2ND STY. STUD TO GIRDER TRUSS OR TCI BILKMALL S T IN FRS � Y FI I - F, H(lI F HLAM. ULNILK 51KAF ON HUL Ut IKU55 UK HLAM N/ MIN. PeffLI +' FILLA',1 PIA- Hi "I -ES $ 2ND STY FRAME WALL TO GIRDER 12 : OR BEAM STRAP CONNECTION 16" DP. FLOOR TRUSSES W/ MID SPAN ERL ELL ALL NAI_ HOLES CONC.—SIMPSON "tIETA20" BLK. AT EA. FLR .RUSS- W,ALL FILL .ALL NA HOLES 5 FLR. TRUSS TO CMU WALL 12 STRAP CONNECTION MID SPAN BEARING CONDITION 3 PLY 1F," DP. FLAT GIRDER -ROSS 211lcd SINKER` TO OLLR,11! SCJ 1 SCREW` TO BIRDER` 3.5".6" LVL CC_UIMN 'T76" f W/5r8 _FREADED RlCt TO SLA2 SLT IN-EPDXY FLL-D HILL N/ 5' MPS. EMBED FILL ALL NAT HCLES s GIRDER TRUSS TO 2 COLUMN TO SLAB CONNECTION LWAL-11L LVL BEAM OR GIRDER TRUSS PER PLAN CONC. BLOCK WALL — 12 SIMPSON "h'F16" HCLDDOWN W/ 5/8" THREADED ROD TO B(K. WALL SET IN EPDXY FILLED HOLE W/ 5" MIN. EMBED FILL ALL NAIL HOLES BEAM I GIRDER TRUSS TO CMU WALL STRAP CONNECTION - b IF. . Lr,T RDER TFCSS.: OF 16 DF. FLOCK TPLSS PRIDE bC SH'vIS AS RE i FL `'AF' BT'k h;+NI;FF .�h,D TRUSS S ,1PSON °NI r' HANGER W fi) T. TRUSS SNI. 3L"j NALL C �hlllEl HAPI ' F' TO CMU 'WAI will 1 14 1' /4' 'SIMDSC"4 "TIT -E I SCREWS /10 , TRUSS TO CMU WALL 2 HANGER CONNECTION viol1 u 3" CF F -AT IRD-R TDD SS OR 16" C�'_ FUDR TDLSS FIROVIDE WD. SHIMS�, REQ'D ER AF 3TAN_ HANGER '.F�I TRUNS SIMFSONI HJ26 LE HJ FAh;CER n; 1Jd hAILSJ Tp J `S _CON'llB _I f�^WINE� CIIU ..•+LL H 1 T `IMPSON "TITEh:` SCREWS 11 TRUSS TO CMU WALL 12 HANGER CONNECTION 1 s STY. FRAMING PLAN FRAMING PLAN NOTES: 1. PERMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER HIB91. 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 2x4 BLK'G. AT 48" O.C. BTWN. 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 BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) 6. BEARING WALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.) 7, FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAM. 8. 1ST 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 202 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD. 11. PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING. 12. SEE TRUSS ENGINEERINGFOR 0 REQUIRED NUMBER OF TRUSSES ®GIRDERS 13. PROVIDE MIN. 2 STUDS 0 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.), (B.C. - 10 PSF.) DESIGN DATA - WIND 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 = +/- 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.) 1. NOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PSF NON -CONCURRENT BOTTOM CHORD LIVE LOAD. 2. TRUSS DESIGN TO INCLUDE 20PSF LIVE LOADS FOR ATTICS WITH LIMITED STORAGE AND PROVIDE NOTATION ON PROFILES REQUIRING ADDITIONAL LIVE LOAD 1 1 1 1 LATEST REVISION DATE TO MASTER: 07-01-12 u DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 12 of 14 M/I ORLANDO o QZ H U M� W 1 LL, Lo Lu Cu Lu �__; co Q = Q tL o 1 U_ m rn C=) (7 M J W Op � >w� Q d � OO V W �z = � O DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 12 of 14 M/I ORLANDO o COO U M� W 1 LL, Lo Lu Cu Lu �__; co Q = Q tL o 1 U_ m rn C=) (7 M J O Q 'r-- LJL N LL LL � W � Q d DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 12 of 14 M/I ORLANDO M M� W 1 ~ Q � M 1 J 1..` Lu : Q V ' Q O W w Z Lu o� J cj) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 12 of 14 M/I ORLANDO IIS 0 M a 711 w 0 C w INDICATES AREA WITH 7116" FIRE RETARDANT TREATED INDICATES AREA WITH 7/1611 FIRE RETARDANT TREATED WOOD ROOF SHEATHING- WOOD ROOF SHEATHING- un C C w DOUBLE K.O.BLOCKS L K.5 0 EA. COURSE �SIMPSON "H-10" TE AT EA. TP,USS- FILL A'1 HOLES PATH Bd x 1 1,12" NAILS jl "H -1C" STRAP FOR UFLIFTS UP TO 850 LEIS. 181 Jif" x 4" TTEN HO 4,2 MTSIL'" STRAPS FOR UPLIFTS BTWN. 86) .AND 17,120 LES. ADD'L. STRAP TO BE \ INSTALLED ON CPPCSITE • \� ,� \ SIDE OF TRUSS (8 ) 1/4" x ' /2" SDS SCREWS 0 GIRDER SIMPSON LCI111,010 HANCLR #7 GIRDER TRUSS 13 ' CONNECTION DETAIL CONT. DBL. 'r. TOF PLATE TYPICAL TRUSS `PRE-ENGINEERED RCCF TRUSS OR CONV. FRAMED RATER M FRAME BEA' WA` L, BEAM CR GIRDER TRUSS TO FRAME WALL, BEAM, OR FLAT GIRDER TRUSS UPLIFT STRAP CONNECTION Y UNLESS OTHERWISE NOTED ON THE PLAN SEE TIPICAL 'h„ LL SECTION I- OR PLATE TO STUD �CN'V_CTCN " UP111T LOAD REWUPEMENTS OB-AINED FROM SEALED ENG,INEERINC DRA4NINGS FIR."M TRJSS MANUF. ----- - V...I I% Rnnf [�irrlar (`nnnor+nr Cr�hnrl� ale Plan Connector Max. Max. Uplift Gravi Q Mark Manuf. Model No. Qtv. Load Load Fasteners / Remarks Lu C/3 i oo CN M Q = 0CN 1 SIMPSON MTS12 2 1720 (14) 10d x 1-1/2" EA. 2 SIMPSON LGT2 1 1785 (14) 16d SINKERS AT WALL O W ' (16) 16d SINKERS AT GIRDER 3 SIMPSON MGT 1 3330 � (1) 5/8" DIAM. BOLT & (22)-10d W HDU4 1 3600 (10) - 1/4" x 2 1/2" SDS SCREWS 4 SIMPSONHU28 1 575 1 2450 6L TITE_N 1/4" x 2 3— TO_- CMU — 4 1 Od x 1 112" TO TRUSS 5 SIMPSON HU28-2 1 1085 4350 5121- TITEN 1/4" x 2 3/4" TO CMU W 0 C/) 6 10d TO TRUSS 6 SIMPSON HU410 1 1810 5085 188) - TITEN 1/4" x 2 3/4" TO CMU 10 10d TO TRUSS 7 SIMPSON LGUM410 1 3575 9620 8 TITEN HD 3/8" x 4" TO CMU 8 1/4" x 2 1/2" SDS SCREWS 8 SIMPSON HTT16 1 3480 1) 5/8" DIAM. BOLT TO CMU — OR T — ---— -- --- (118)16dTOSTUD __ MSTCM40 1 3300 8)- TITEN 1/4" x 2 3/4" TO CMU 22 16d SINKERS TO STUD 2nd STY. FRAMING PLAN- A FRAMING PLAN NOTES: i. F'LRMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER HIB91. 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 2x4 BLK'G. AT 48" O.C. BTWN. 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 BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) 6. BEARING WALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.) 7. FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAM. 8. 1ST 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 20 LEDGER AS REQ'D. 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.), (B.C. - 10 PSF.) CEMENT TILE ROOF LOADS: LIVE - 20 PSF. DEAD - 25 PSF. (T.C. - 15 PSF), (B.C. - 10 PSF.) DESIGN DATA - WIND LOADS: • ULTIMATE DESIGN WIND SPEEED (Vult) = 140 MPH • NOMINAL DESIGN WIND SPEEED (Vosd) = 108 MPH • RISK CATEGORY = II • WIND EXPOSURE = C • ENCLOSURE CLASSIFICATION = ENCLOSED • INTERNAL PRESSURE COEFFICIENTS = +/- 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.) 1. NOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PSF NON -CONCURRENT BOTTOM CHORD LIVE LOAD. 2. TRUSS DESIGN TO INCLUDE 20PSF LIVE LOADS FOR ATTICS WITH LIMITED STORAGE AND PROVIDE NOTATION ON PROFILES REQUIRING ADDITIONAL LIVE LOAD C LATEST REVISION DATE TO MASTER: 07-01-12 W Ila: 0(0-) LLI _U tY C1.) Cn 7LLJ O 0 C � P" Q � U o°Oo 0 z Lu C/3 i oo CN M Q = 0CN Q Lu o W Oo o � J LL N LL � w� Q � O O W ' � = z � o W C P" M � U o°Oo 0 Lu Lu C/3 i oo CN M Q = 0CN Q Lu o M Lu o � J LL N LL W 0 106 Q � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mn HOMES FOR CLARIFICATION! 1 1 13 of 14 1 M/I ORLANDO w P" M 00 1 ti Q oo CN M 1 Lu W Q V ' C) _0 W W Z Q W 0 C/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mn HOMES FOR CLARIFICATION! 1 1 13 of 14 1 M/I ORLANDO w Design N n, U905 Beam Wal! ting -2 HR. Wanbearling Waft tfnq 2 H S 1, Concrete Itocks*—Va6aus deli gria C Lassi i ca irn 0-2 (;2 hr). See Conte Blacks i fog EFA a eUgible r uh rturers. laid in IFOU. bed of mortar, nm 3/9 in. thid. of inot less than 2_1/4 and not wre ftn 3-1.2 jp arm 0 cLean sham sarW to i part Pm* rtd cewnt (Ptupoftned by vduaw)and rwt more than So permat hydrated Limo CbVzmmp t volume). Wifical jWnts staW rid+ 3. Wiamd dent SUxu or is l'la —Aced 1P hr -to s - ;m I wed.Mae nt6ustfliriarnnm e� are frame in aster or i be applied on tha o •osi m acM amu (.lssi catiom of 1- / 'hr, Attached � n blacks (Item 1). 4 Lam# Masonry fill—If ad rel .ales filed tam ars&d .a ad Iy % a Kiln Process , water rep ant tasicafte gnasdnry fila i uLationF or al d e*te se .X im ulati i add hr to das f cation. 5, ay4d-- 0pt o i4 h _�� irt, ick max, 4 e UtIIiIZ Corp.—Type Uer ;Bear ing the UL Wssiffcadon Mar nq FORM & POUR RAKED \�:z- ` TIE BEAM \` \ (1)#5 BAR CONT.W/ 2' CLEARANCE TYP. a \ STEP BLOCK WALL AS REQUIRED TO ° ♦ \ MAINTAIN MIN. 8' DEPTH FOR Q RAKE TIE BEAM \ 30" LONG #5 BAR - \ 2" CLEARANCE FROM BOT. OF OVERHANG \ 10 1/2" ILI �BEND BAR ENDS TO TIE TOGETHER 1 \ d I i I I I 1 8x8x16 CONIC. KNOCKOUT BLK. COURSE BOND BEAM FILL SOLID W/ CONC. & (1)#5 BAR CONT. VERTICAL REINFORCED BLOCK CELL - FILL SOLID W/ CONC. & (1)#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM -� $ RAKE TIE BEAM DETAIL 14 3/4"=V-0" owl SAWCUT OUT BLOCK END CELL FACE TO INCREASE POUR DEPTH AT CENTER OF WALL AT OVERHANGS 8x8x16 BLOCK WALL PER PLAN SIDE TO SIDE 5:12 SLOPE TO TOP OF 12 RAKE TIE BEAMa 5F__ e. 11'-1 15/32" 2'-4 1/8" e• SEE PLANS FOR LOCATION OF SPRING POINT 12 e VERTICAL REINFORCED BLOCK CELLS - FILL SOLID W/ CONIC. & 1#5 BAR CONT. FOR 5:12 SLOPE 5F FROM FTG. TO TOP OF RAKE TIE BEAM RAKE TIE BEAM 2'-0" 7 •L.L LC LL L1 /1 /1./LLL! LC LL LL /L L! L! LL LL /� /�/L/LL! i FORMED & POURED OVERHANG o Go INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. o TOP OF SLAB +0'-0' (REF. ELEV 12 INDICATES FORMED AND POURED 5 RAKE TIE -BEAM MIN. 8" DP. W/ 1#5 BAR CONT. . .e 6 3'-4" '-0" e INDICATES SINGLE 8x8x16 CONIC. KNOCKOUT BLOCK COURSE BOND BEAM - ALL SOLID W/ CONC. & 1#5 BAR CONT. 100o SEE PLANS FOR LOCATION OF -00 VERTICAL REINFORCED BLOCK CELLS - FILL SOLID W/ CONC. & 1#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM o INDICATES DOUBLE 8x8x16 CONC, KNOCKOUT BLOCK COURSE BOND BEAM -FILL SOLID W/ CONC. & 2#5 BARS CONT. SEE PLANS FOR LOCATION OF VERTICAL REINFORCED BLOCK CELLS - ALL SOLID W/ CONIC. & 1#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM TOP OF SLAB +0'-0" (REF. ELEV. SEPARATION WALL ELEVATION BTWN. UNITS "B" & "All FROM LEFT SIDE INDICATES FORMED AND POURED e RAKE TIE -BEAM MIN. 8" DP. W/ 1#5 BAR CONT ° ` e. SEE PLANS FOR LOCATION OF SPRING POINT 12 e VERTICAL REINFORCED BLOCK CELLS - FILL SOLID W/ CONC. & 1#5 BAR CONT. FOR 5:12 SLOPE 5 • FROM FTG. TO TOP OF RAKE TIE BEAM RAKE TIE BEAM 2'-0" ' • "� � T111 T1T1T1T1 T1T1T1Tl11T1,T1 FORMED & POURED OVERHANG oo o co 00 INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. TOP OF SLAB +0'-0" (REF. ELEV. INDICATES FORMED AND POURED RAKE TIE -BEAM MIN. 8" DP. W/ 115 BAR CONT. q • e . .e 12 SPRING POINT 5 FOR 5:12 SLOPE AKE TIE BEAM 2'-0" R a �%1T1T1T111 T1T1T111 INDICATES SINGLE 8x8xi6 CONIC. KNOCKOUT BLOCK COURSE FORMED & POURED BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT. OVERHANG INDICATES DOUBLE 8x8x16 CONC, KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. TOP OF SLAB +0'-0" (REF. ELEV 0 co SEPARATION WALL ELEVATION BTWN. UNITS "B" & "'B" AND "C" & "B" FROM LEFT SIDE SIDE TO SIDE INDICATES FORMED AND POURED 5:12 SLOPE TO TOP OF RAKE TIE -BEAM MIN. 8" DP. RAKE TIE BEAM T-5 13/16" W/ 1#5 BAR CONT. e a• Qe e ' SEE PLANS FOR LOCATION OF e SPRING POINT 12 VERTICAL REINFORCED BLOCK CELLS - FOR 5:12 SLOPE 5F__ FILL SOLID W/ CONC. & 1#5 BAR CONT. RAKE TIE BEAM2+-0" FROM FTG. TO TOP OF RAKE TIE BEAM FORMED & POURED OVERHANG 60 0 0 INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONIC. & 2#5 BARS CONT. TOP OF SLAB +0'-0" INDICATES FORMED AND POURED RAKE TIE -BEAM MIN. 8" DP. W/ 1#5 BAR CONT. 9'-11 1/4" INDICATES SINGLE 8x8x16 CONIC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT. SPRING POINT FOR 5:12 SLOPE s 2'-0" RAKE TIE BEAM INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. TOP OF SLAB +0'-0" (REF. ELEV SEPAPATION WALL ELEVATION BTWN. UNITS "C" & "B" - ELEV. A FORMED & POURED OVERHANG o a, 12 e. 5 o SPRING POINT FOR 5:12 SLOPE RAKE TIE BEAM AFORMED & POURED OVERHANG co SPRING POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED & POURED OVERHANG SINGLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT. LATEST REVISION DATE TO MASTER: 07-01-12 75 cl� O o� U _ IxW W 0 2 0 O 00 }' U a°Oo C" �L ~ � w Z H LOCID 10 W c� w DOf 2 = c1.—l) ! Q 2 a LL! o U ��0jM �+ _IZNM O Q LL_ Co N LL_ � a c � Q M 0 ti CV Q oo IT— M I \ > > Uj l..0 Q V � D O CU W Z � 0 W H ::) U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! 1 1 ) 1 1 1 ' 14 of 14 1 1 M/l ORLANDO Q ~ � Z W Op �w� � OO W �z = � O O 00 }' U a°Oo C" �L ~ � w Z H LOCID 10 W c� w DOf 2 = c1.—l) ! Q 2 a LL! o U ��0jM �+ _IZNM O Q LL_ Co N LL_ � a c � Q M 0 ti CV Q oo IT— M I \ > > Uj l..0 Q V � D O CU W Z � 0 W H ::) U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! 1 1 ) 1 1 1 ' 14 of 14 1 1 M/l ORLANDO Aa 'Aa 'Aa 'Aa 'Aa Aa 7/16" OSB SHEATHING GABLE END OR FLOOR TRUSS ONdCEMENT PLASTER PAPER BACK LATH AIR INFILTRATION BARRIER (DESIGN STANDARD: TYVEK)--/ N MID -WALL WEEP SCREED 1/2" MIN. CEMENT PLASTER 8" CMU WALL DETAIL (a, BLOCK / FRAME CONNECTION SCALE: 3" = 1'-0" TYVEK OVER 'C' PEEL AND STICK FLASHING AND WINDOW FLANGE C TAPE OVER CUT IN TYVEK 2ND STY. SHOWER DETAIL N.T.S. P.T. WOOD FURRING OR WOOD FRAME WALL ASSEMBLY TILE WALL SYSTEM COATED GLASS MAT WATER-RESISTANT GYPSUM BACKER BOARD (1/2" DENS -GLASS) SHOWER DRAIN FOR TILE SHOWER INSTALLATION WHERE THE USE OF A SHOWER PAN LINER IS NOT REQUIRED MORTAR BED AT WALL W/GALV. METAL LATH ' TILE FLOOR SYSTEM C n MORTAR BED MIN. THICKNESS 1-1/2" MIN. SLOPE 1/4" PER FT. A 1ST STY. SHOWER DETAIL N.T.S. PEEL AND STICK DETAIL 8'-0" MAX. SPAN W/0 2x8 RIDGE 20 VERTICAL BLKG. 2x6 VALLEY RAFTERS (4)164 20 COLLAR TIE IN MTS12 NAILS UPPER 3RD OF ROOF HT. STRAP _-------- �I 2x4 T. AT MTS12 0' O.C. MAX. (ONLY STRAP I AT SPANS > 8'-0" 2x4 BLKG. AT VALLEY RAFTER BRG. BTWN. TRUSSES ROOF TRUSS ROOF TRUSS BELOW RAFTER HAND VALLEY FRMG. DETAIL ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER STAMP ABV. TYP. WDW. AND DOOR OPNG'S. SEE PLANS FOR LOCATIONS AND TYPES 3 4" DIA. x 6" DP. HOLE DBL. 2x P.T. B I I I I I I I START B STRIPS HERE EDGE OF WINDOW FLANGE I I I I I I I I I I I I EPDXr WIDTH OF POOL OR SERVICE DOOR OPENINGS @ EACH SIDE U.N.O. APPLY PEEL AND STICK FLASHING MEMBRANE IN ORDER STARTING AT BOTTOM OF WINDOW AND OVERLAPPING AS INDICATED %� AT 6 O.C. n GROUT SOLID AT ' Li Q 2ND STY. SHOWER DETAIL N.T.S. P.T. WOOD FURRING OR WOOD FRAME WALL ASSEMBLY TILE WALL SYSTEM COATED GLASS MAT WATER-RESISTANT GYPSUM BACKER BOARD (1/2" DENS -GLASS) SHOWER DRAIN FOR TILE SHOWER INSTALLATION WHERE THE USE OF A SHOWER PAN LINER IS NOT REQUIRED MORTAR BED AT WALL W/GALV. METAL LATH ' TILE FLOOR SYSTEM C n MORTAR BED MIN. THICKNESS 1-1/2" MIN. SLOPE 1/4" PER FT. A 1ST STY. SHOWER DETAIL N.T.S. PEEL AND STICK DETAIL 8'-0" MAX. SPAN W/0 2x8 RIDGE 20 VERTICAL BLKG. 2x6 VALLEY RAFTERS (4)164 20 COLLAR TIE IN MTS12 NAILS UPPER 3RD OF ROOF HT. STRAP _-------- �I 2x4 T. AT MTS12 0' O.C. MAX. (ONLY STRAP I AT SPANS > 8'-0" 2x4 BLKG. AT VALLEY RAFTER BRG. BTWN. TRUSSES ROOF TRUSS ROOF TRUSS BELOW RAFTER HAND VALLEY FRMG. DETAIL ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER STAMP BLOCK CELL DETAIL LATERAL 6 NUMBER d WEBS VAR, DESIGN CL SHOWER DOOR OR SHOWER ENCLOSURE W/FRAME SET IN FULL BED OF SILICONE SEALANT - CENTER ON MARBLE SILL & WALL BEYOND IF PROVIDED FLOOR TILE ----4 I MARBLE ,SI L 1/2" Ii s MORTAR BED AT WALL W/GALV. METAL LATH SHOWER DRAIN RECEPTOR - TOP OF DRAIN 2" MIN. BELOW F.F. LEVEL SHEATHING OUTRIGGER $LOCXING GUT TO F/T TJGHT BETWEEN TRUSSES _5a ARIES i s°t uARi DIAGONAL BRACE AS REQUIRED DESIGN ATTACHMENT ' '/ TO RESIST BOTH PUSHING �'� awe SECTION 3—B AND PULLING FORCES' ' LATERAL BOTTOM CHORD BRACING LAr£RAL BRACING CEILING t+t DIAPHRAGM I YFRlr A END WALL---� mut DIAGONAL BRACE MAY BE TIED INTO BOTr;0M CHORD IArERA[ BRACING 'A STANDARD END DROPPED TOP CHORD END W f utE>RNnrL SECTION A -A SECTION C -C NOTES: 1) ACTUAL BRACING REQUIREMENTS WILL VARY DUE TO WIND LOAD, CODE CRITERIA, 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 GABLE END TRUSS AND WALL, AS WELL AS THE DESIGN AND SPECIFICATION OF TEMPORARY AND PERMANENT BRACING OF THE ROOF SYSTEM IS THE RESPONSIBIUTY OF THE BUILDING DESIGNER. TYP. GABLE END TRUSS DETAIL N.T.& 4' ABV. TYP. WDW. AND DOOR OPNG'S. SEE PLANS FOR LOCATIONS AND TYPES 3 4" DIA. x 6" DP. HOLE DBL. 2x P.T. O7 BARSDOWEL SET IN �LU ROOF EDGE EPDXr WIDTH OF POOL OR SERVICE DOOR OPENINGS @ EACH SIDE U.N.O. �W %� AT 6 O.C. n GROUT SOLID AT ' TOP OF BLK. WALL TOP OF CELL 7/8" CEMENT I. �CONC. FILLED REINF. SAWCUT APPROX. _ _ _ _ _ BACK LATH 4"W.x24"H. OPENING BUILDING WRAP TOP PCSOURSE PER TYP. IN WALL _ iI WALL NOTES: 12 P --DRILLED HOLE TO BE STUDS PLATES PER II OF REBARS CLEANED PRIOR TO 61 i DISPENSING ADHESIVE 3000 PSI CONC. --EPDXY ADHESIVE TO ' FILLED CELL W/ HIGH STRENGTH TYPE RIDGE #5 REBAR --REBAR DOWEL MUST HURR. ANCHOR AT EA. TRUSS TO TOP PLATE i BE CLEAN AND OIL FREE 12" I i WOOD TRUSSES 24" O.C. SEE FRMG. PLANS i SAWCUT 1" W. OPNG. IN SAWCUT APPROX. I WALL FROM TOP TO 4"W.x24"H. OPENING II BOTTOM FOR FULL HT. IN WALL JPS w 4' `_' REBAR PLACEMENT INTO (SEE ROOF FRAMING PLAN AAAAAAAAAA ILL SOLID W/ 25" MIN. LAP I 1 1 Il II GROUT OF REBARS V V V TOP OF SLAB 2 2 2 2 O WOW. AND DOOR OPNGS. SEE PLANS FOR m 3 4" DIA. x 6" OR HOLE W FOR5 BAR DOWEL SET�IN DRIP EDGE OVER 3/4" PRIME TRIM 1/2" GYPSUM BD. EP04 ADHESIVE ADDED REINF. FILLED BLOCK CELL DETAIL LATERAL 6 NUMBER d WEBS VAR, DESIGN CL SHOWER DOOR OR SHOWER ENCLOSURE W/FRAME SET IN FULL BED OF SILICONE SEALANT - CENTER ON MARBLE SILL & WALL BEYOND IF PROVIDED FLOOR TILE ----4 I MARBLE ,SI L 1/2" Ii s MORTAR BED AT WALL W/GALV. METAL LATH SHOWER DRAIN RECEPTOR - TOP OF DRAIN 2" MIN. BELOW F.F. LEVEL SHEATHING OUTRIGGER $LOCXING GUT TO F/T TJGHT BETWEEN TRUSSES _5a ARIES i s°t uARi DIAGONAL BRACE AS REQUIRED DESIGN ATTACHMENT ' '/ TO RESIST BOTH PUSHING �'� awe SECTION 3—B AND PULLING FORCES' ' LATERAL BOTTOM CHORD BRACING LAr£RAL BRACING CEILING t+t DIAPHRAGM I YFRlr A END WALL---� mut DIAGONAL BRACE MAY BE TIED INTO BOTr;0M CHORD IArERA[ BRACING 'A STANDARD END DROPPED TOP CHORD END W f utE>RNnrL SECTION A -A SECTION C -C NOTES: 1) ACTUAL BRACING REQUIREMENTS WILL VARY DUE TO WIND LOAD, CODE CRITERIA, 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 GABLE END TRUSS AND WALL, AS WELL AS THE DESIGN AND SPECIFICATION OF TEMPORARY AND PERMANENT BRACING OF THE ROOF SYSTEM IS THE RESPONSIBIUTY OF THE BUILDING DESIGNER. TYP. GABLE END TRUSS DETAIL N.T.& 4' ABV. TYP. WDW. AND DOOR OPNG'S. SEE PLANS FOR LOCATIONS AND TYPES 5' INCL. DBL. 2x P.T. ROOF NAILING PATTERN CONT. ALUMINUM VENTED SOFFIT �LU ROOF EDGE ROOF O.H. ^, WIDTH OF POOL OR SERVICE DOOR OPENINGS @ EACH SIDE U.N.O. SPAN RATING" OF 32/16. %� AT 6 O.C. n 0 2. EXTEND ROOF 2'-0" BEYOND 2 HURR. STRAP AT EA. TRUSS 7/8" CEMENT I. ROOF TRUSSES OR 2x RAFTERS PLASTER PAPER _ _ _ _ _ BACK LATH SEE ROOF PLAN BUILDING WRAP AT 24" O.C.- CONNECT O _ _ _ _O� O 1 ® 8x8x16 CONC. KNOCKOUT BLK. 12 W/ (2)164 MIN. COMMONS TOE -NAILED TO TOP PLATE - STUDS PLATES PER 1 TOP COURSE -ALL W/ CONC. 61 I I � AND 1-#5 BAR CONT. "SP2" RIDGE 2 w HURR. ANCHOR AT EA. TRUSS TO TOP PLATE AT EA. STUD TO TOP PLATE Z0 12" WOOD TRUSSES 24" O.C. SEE FRMG. PLANS AT EXTERIOR WALLS (USE SPH4 AT ROOF W/ 2'-0" O.H. OR 2x4x8 SISTER INTERIOR WALLS) I JPS w 4' `_' OO I O3 EDGE (SEE ROOF FRAMING PLAN AAAAAAAAAA - I 1 1 Il 0 FOR LOCATION) V V V 2x CONT. STAGGERED V A MID -WALL BLOCKING 2 2 2 2 O WOW. AND DOOR OPNGS. SEE PLANS FOR (WALLS OVER 10' H. --PROVIDE O O3 5' INCL. DRIP EDGE OVER 3/4" PRIME TRIM 1/2" GYPSUM BD. BLKG. AT 4'-0" O.C. MAX.) TROOF 1/2" DRYWALL OVER 1x2 P.T. (MIN.) AT 24" R-38 INSULATION Z O.H. FASCIA BOARD ON 2x 2x STUDS AT 16" O.C. SEE 1 ZONE 1 - USE 8d "RINGSHANK" NAILS @ 12" O.C. FIELD 6" O.C. EDGE ( ) ( )FIELD SUBFASCIA 2'-0° PRE-ENG'D. WALL AND ROOF FRAMING NOT ZONE 2 I CONC. LINTEL FOR SPECIES 0 - USE 8d RINGSHANK NAILS @ 6 O.C. (FIELD/EDGE) ZONE 3 - USE 8d "RINGSHANK" ABV. TYP. WDW. AND DOOR OPNG'S. SEE PLANS FOR LOCATIONS AND TYPES NAILS @ 4" O.C. (FIELD/EDGE) DBL. 2x P.T. ROOF NAILING PATTERN CONT. ALUMINUM VENTED SOFFIT �LU NOTES: 1. EXTEND ROOF 1'-0" BEYOND NOTE: ALL PLYWOOD ROOF SHEATHING SHALL HAVE A "PANEL WIDTH OF POOL OR SERVICE DOOR OPENINGS @ EACH SIDE U.N.O. SPAN RATING" OF 32/16. %� AT 6 O.C. n U 2. EXTEND ROOF 2'-0" BEYOND w WIDTH OF S.G.D. OPENINGS 7/8" CEMENT I. @ EACH SIDE U.N.O. PLASTER PAPER DETAIL OF ONE STORY ROOF BACK LATH II SIMPSON "SP2" AT EA. STUD AT BUILDING WRAP OVERHANG @ EXTERIOR DOORS WALL SHEATHING N.T.S. PEEL AND STICK MEMBRANE FLASHING ALUMINUM WINDOW FRAME SET IN CONT, BED OF SEALANT--, EXTERIOR WINDOW HEAD SCALE: 2" - 1'-0" ALUMINUM WINDOW FRAME SET IN CONT. BED OF SEALANT PEEL AND STICK MEMBRANE FLASHING BUILDING WRAP (TYVEK) WALL SHEATHING PAPER BACK LATH 7/8" CEMENT PLASTER EXTERIOR WINDOW SILL SCALE: 2" - 1'-0" ALUMINUM WINDOW / 7/8" CEMENT PLASTER FRAME SET IN CONT, J BED OF SEALANT PAPER BACK LATH PEEL AND STICK MEMBRANE BUILDING WRAP FLASHING (TYVEK) WALL SHEATHING EXTERIOR WINDOW JAMB SCALE: 2" - 1'-0" O.C.-FIELD) ON 7/16 SPAN RATED DBL. 2x P.T. STRUCTURAL SHEATHING (SEE ROOF BLOCKING �LU ROOF TRUSSES AT 24" O.C. =F— (2)124 NAILS VERT. REINF. CONC. FILLED CELL W/ 1-�E5 %� AT 6 O.C. n U BARD 1/2" EXP. BOLT AT 24" O.C. VERT. w (2 3/4" EMBED.) W/ 2"SQ. WASHER — 11 cV REINF. FILLED TOP 8x8x16 CONC. KNOCKOUT BLK. TOP BLOCK COURSE II SIMPSON "SP2" AT EA. STUD AT < II EXTERIOR WALLS USE SPH4 (AT CONC. BLK. INTERIOR BEARING WALLS) WALL PER TYP. BAR CONT. WALL SECTION II ATTACH EXT. SHEATHING TO STUDS PLATES PER VERT. REINF. CONIC, STRUCTURAL NOTES FILLED CELL W/ 1-5 BIR I AT EXT. FRAME WALL TO BLOCK WALL V2" EXP. BOLT ARO2 " • O.C. VERT'.(4 EMBED.) W/ 2" SQ. WASHERS PROVIDE 1 1/2" EDGE DISTANCE FOR BOLTS X Q IISIMPSON "SP2" AT EA. STUD AT EXTERIOR WALLS (USE SPH4 AT II INTERIOR BEARING WALLS) TOP OF SLAB EXT. FRAME WALL TO BLOCK WALL CONNECTION DETAIL APPLICABLE TO ALL EXTERIOR FRAME WALLS ONLY UNLESS OTHERWISE NOTED ON FLOOR PLAN PROVIDE SOLID 2x4 BLKG. BTWN. TOP/BOT. RAILS FOR SOLID NAILING OF STRAP PROVIDE 2x4 BLKG. BTWN. FLR. SIMPSON "MSTAM24" STRAP W/ TRUSS- CONNECT TO BLK. W/ (4) (5) 1/4"x2 1/4 MASONRY 0.145 DIA.x3" L. POWDER ACTUATED SCREWS TO BLOCK WALL AND FASTENERS- PLACE BLKG. ALONG (9)1 Od COMMONS TO FLR. TRUSS SIDE OF GABLE END FLR. TRUSSES . , mCD os N CONIC. FILLED REINF. TOP BLK. COURSE PER TYP. WALL SECTION MISSED FLOOR TRUSS TO BLK. WALL STRAP PROVIDE (1) "MSTAM24" FOR EA. "HETA20" STRAP SPECIFIED SIMPSON "MTSM1LTAPCONS AP W/ (4) 1/4"x2 1/4" TO BLOCK WAL(7)104 nCOMMOTRUSS i I ROOF TRUSS ` II ll a. I K. I INSTALL ADDT. STRAP CD o o I DIAGONALLY FROM EA. OTHER FOR SINGLE CONIC. FILLED REINF. TOP MEMBER TRUSS BLK. COURSE PER TYP. WALL SECTION MISSED ROOF TRUSS TO BLK. WALL STRAP - SEE ROOF PLAN FOR REQ'D. STRAP AT EA. MEMBER PSON DSP AT 16" O.C. ACROSS HDR. SPAN REFER TO HEADER SCHED. FOR SIZES "LSTA24" STRAP AT HDR. STUD TO BEAM (2) STRAPS EA, SIDE W/ (4) OR MORE TRUSSES ACROSS OPNG. NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, 6" AND BOLTS TO SLAB NOT REQUIRED "SP2" AT EA. STUD TO SILL MAX. i AT INTERIOR BEARING WALLS NOTED PLATE AT EXTERIOR WALLS (USE i ON PLANS AS SUPPORTING GRAVITY SPH4 AT INTERIOR WALLS) LOADS ONLY (NO UPLIFT LOADS) NUMBER OF STUD 5/8" EXP. BOLTS (4" EMBED.) TO PLATE CONNECTORS TO AT 32" O.C. MAX. W/ 2" SQ. WASHERS MATCH NUMBER OF STRAPS PROVIDE "SPH6" STRAP AT 2x6 STUDS ABOVE OPNG. IN LIEU OF "SPH4" STRAPS 1 -STY. FRAME BRG. WALL NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS) 8x8x16 CONC. KNOCKOUT 25' MIN. LAPBLK. TOP COURSE - FILL W/ CONC. & 1-#5 BAR CONT. #5 REBAR W/ STD. HOOK REINF. CONC. FILLED CELL 15 VERT. REBAR - 25" MIN. LAP p 1 #5 REBAR W/ STD. HOOK BLOCK WALL HT. TRANSITION DETAIL METAL OR VINYL TRIM ONT CROL / EXPANSION JOINT 7/8" CEMENT PLASTER PAPER BACK LATH 24" WIDE PEEL & STICK MEMBRANE OR X15 FELT FLASHING BUILDING WRAP TYVEK) r- WALL SHEATHING DETAIL @CONTROL I EXPANSION JOINT USE (1) MTSM16 STRAP FOR UPLIFT VALUES 860 LBS. OR LESS SHINGLES (ATTACH W/ GALV. METAL ROOFING NAILS PER MANUF. USE (2) MTSM16 STRAPS FOR UPLIFT VALUES 1720 LBS. OR LESS INSTALLATION DETAILS) OVER 15# FELT (2" SIDE LAP / 4" END LAP AND UPLIFT VALUES OVER 1720 LBS. REQUIRE LETTER FROM ARCHITECT OR ENGINEER CAP NAILS AT 12" OC EDGE PRE-ENG'RED ROOF OR FLOOR TRUSSES AT 24" O.C. CONNECT EA. TRUSS BOT. CHORD W/ (2)164 MIN. COMMONS TOE -NAILED TO TOP PLATE " 1/2" GYPSUM BD. DBL. 2x TOP PLATE R-11 INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED SPACES 1/2" DRYWALL - 2x STUDS 016" O.C. 12 SPF OR BETTER LOADS) "SP"TYPE ANCHOR AT EA. 2x P.T. SILL PLATE STUD TO SILL PLATE 5/8" EXP. BOLTS (4" EMBED.) AT 24" O.C. MAX. 3 1/2" MIN. CONIC. SLAB (2500 PSI) W/ W/ 2" SQ. WASHERS @ CONT. BRG WALLS FIBERMESH OR 6x6 10/10 WWM OVER VAPOR BARRIER CLEAN COMPACTED TERMITE�� z TREATED FILL O O THICKEND SLAB FOOTING PER SLAB PLAN TYP. INT. BRG. WALL SECTION SCALE: 1 1/2 "=1'-0" EVIL PRECAST WDW. SILL -TYP. AT STD. WOW. OPNG. Q pi 4" MIN. 3 1/2" MIN. CONIC. SLAB (2500 PSI) W/ pi FIBERMESH OR 6x6 10/10 WWM OVER VAPOR BARRIER n FINISH GRADE u CLEAN COMPACTED TERMITE If 16 • TREATED FILL 5 BAR DOWEL TIED TO FTG, REBAR 16° MONOLITHIC SLAB EDGE FOOTING AT EA. REINF. FILLED CELL AS MIN.PER SLAB PLAN LOCATED PER SLAB PLAN TYP. EXT. BLOCK WALL SECTION SCALE: 112"=l' -O" FLASHING: ROOF & WALL FLASHING SHALL BE ALUM. OR GALV. METAL W/ FASTENERS MAX. 16" O.C. LATEST REVISION DATE TO MASTER: 07-01-12 oc 0(0-) W U W vf3 Lu O 2 O - , 24 O.C.-FIELD) ON 7/16 SPAN RATED Q:z STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE-ENG'RED �LU ROOF TRUSSES AT 24" O.C. =F— =ciLo Q = HURR. STRAP AT EA. TRUSS SEE U 12 w ROOF PLAN Op PER �— / 8x8x16 CONC. KNOCKOUT BLK. TOP Q ELEV. R-38 INSULATION < COURSE - FILL W/ CONC. AND 1-#5 W = R-38 INSULATION BAR CONT. = ' �y r ' J \ 'm v V , ! v A � 11 DRIP EDGE OVER1/2" GYPSUM BD. FASCIA �- 4'-0" w HURR. ANCHOR AT EA. TRUSS TO TOP PLATE FASCIA MATERIAL TO BE Z0 12" DIAPHRAM AREA FASTEN W/ 5d NAILS SEE FRMG. PLANS ALUMINUM OR 5/4" PRIME TRIM II AT 4" O.C. REMAINDER AT 7" O.C. BOARD OVER 20/24 SUBFASCIA ii W "SPH4" AT EA. STUD TO REFER TO SUED. SPECIFICATIONS F- 0 II PRE-ENG'RED. PRECAST CONIC. LINTEL ABV. TYP. TOP PLATE FOR FASCIA MATERIAL II WOW. AND DOOR OPNGS. SEE PLANS FOR II LOCATIONS AND TYPES CONT. ALUM. ° 1/2" DRYWALL OVER 1x2 P.T. (MIN.) AT 24" VENTED SOFFIT Z I O.C. (MAX.) o CORE -FILL 500 FOAM INSULATION IN ALL NOTE: I OPEN CMU WALL CELLS - REFER TO ENERGY CALCULATION FOR R -VALUE TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL II PLATE ANCHORS, AND BOLTS TO SLAB NOT REQUIRED TEXTURED CEMENT FINISH OVER ° #5 VERT. BAR TIED INTO #5 BAR DOWEL AND AT INTERIOR BEARING WALLS NOTED ON PLANS AS 8x8x16 CONC. BLOCK TOP COURSE REBAR AT EA. REINF. CONC. SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT II FILLED BLOCK CELL AS LOCATED PER PLANS LOADS) "SP"TYPE ANCHOR AT EA. 2x P.T. SILL PLATE STUD TO SILL PLATE 5/8" EXP. BOLTS (4" EMBED.) AT 24" O.C. MAX. 3 1/2" MIN. CONIC. SLAB (2500 PSI) W/ W/ 2" SQ. WASHERS @ CONT. BRG WALLS FIBERMESH OR 6x6 10/10 WWM OVER VAPOR BARRIER CLEAN COMPACTED TERMITE�� z TREATED FILL O O THICKEND SLAB FOOTING PER SLAB PLAN TYP. INT. BRG. WALL SECTION SCALE: 1 1/2 "=1'-0" EVIL PRECAST WDW. SILL -TYP. AT STD. WOW. OPNG. Q pi 4" MIN. 3 1/2" MIN. CONIC. SLAB (2500 PSI) W/ pi FIBERMESH OR 6x6 10/10 WWM OVER VAPOR BARRIER n FINISH GRADE u CLEAN COMPACTED TERMITE If 16 • TREATED FILL 5 BAR DOWEL TIED TO FTG, REBAR 16° MONOLITHIC SLAB EDGE FOOTING AT EA. REINF. FILLED CELL AS MIN.PER SLAB PLAN LOCATED PER SLAB PLAN TYP. EXT. BLOCK WALL SECTION SCALE: 112"=l' -O" FLASHING: ROOF & WALL FLASHING SHALL BE ALUM. OR GALV. METAL W/ FASTENERS MAX. 16" O.C. LATEST REVISION DATE TO MASTER: 07-01-12 oc 0(0-) W U W vf3 Lu O 2 O DO NOI SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 1 i 1 1 b� 1 1 D2 1 MA ORLANDO O -0-0 Q:z H U �LU �oLu =F— =ciLo Q = Q w o U �_MEM� w W Op LL (n CV �w� Q BOO W = LLo �z = J � F�- DO NOI SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 1 i 1 1 b� 1 1 D2 1 MA ORLANDO O -0-0 c� 00 U �LU �oLu =F— =ciLo Q = Q w o U �_MEM� w J (, O M J — — J ILL w LL (n CV Q DO NOI SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 1 i 1 1 b� 1 1 D2 1 MA ORLANDO M 0 1 ~ �—M M w —IW wW = J J F�- �— w Z0 0 W F- 0 J U) DO NOI SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 1 i 1 1 b� 1 1 D2 1 MA ORLANDO �i HANDRAIL WITH CIRCULAR CROSS SECTION DIAMETER BTWN. 1 1/2" TO 2", OR PROVIDE CROSS SECTION OF EQUIVALENT L L Sid+ TYPICAL SECTION AT HANDRAIL BALUSTER SPACING LESS THAN 4" DIA. SPHERE 1 HANDRAIL DIAMETER CONT. BOTTOM RAIL LESS TAHN 2" DIA. SPHERE HANDRAIL M/I HOME TYP. STAIR TREAD AND RISER CALCULATION CONCRETE SLAB TO a PLYWOOD SECOND FLOOR HT. = 128.75" / 17 RISERS = 7.57" RISER TYP. RISER = 7.57" TYP. TREAD =10" REFER TO FLOOR PLAN FOR STAIR CONFIGURATION rnrAi rTl row GRASPABILITY AT 24" O.C.- CONNECT P -ENGTRU S TREAD (NOT INCLUDING NOSING) = IT WIDE 3/4' PLYWOOD PERFORMANCE TOE -NAILED TO TOP PLATE 1/2 GYPSUM BD. 2x8 BLOCKING BEHIND HANDRAIL 1" NOSING FLOORING SHEATHING EDGES LLJ - FILL W/ CONC. AND DIAPHRAM AREA el ®GARAGE CEILING W/ TOP AT 39" ABOVE EDGE OF TREAD Op FASTEN W/ 5d NAILS AT 4" O.C. LIVING AREA ABOVE) STAGGER NAILS BTWN. "SP2" AT EA. SINGLE ,- 10" (TYP.) n SEE ROOF PLAN FOR REQ'D. PANEL EDGES STUD TO TOP PLATE & ABV. TYP. WDW. AND DOOR OPNGS. A24 = STRAP AT EA. MEMBER NOTES: "DSP" AT EA. DOUBLE DBL 2X12 HEADER Z I AT 24" O.C. (MAX.) 1. NAILHEADS SHALL - STUD PANEL EDGE TO R-3 MIN. INSULATION- NSULATION-REFER NAIL (2)2x4 TO B H REFERTO ENERGY CALCULATION o ° NOT PENTRATE THE FACE - ---- - --_T---- - I I TOP PLATE f TRUSS 12" #5 VERT. BAR TIED INTO #5 BAR I �� REFER TO HEADER OF THE SHEATHING BY MORE I j 1x10 STRINGER / EA. REINF. CONC. FILLED BLOCK CELL DEPTH SCHED. FOR SIZES THAN THE NAILHEAD THICKNESS. I i� `� n 1" NOSING 0 "SP2" AT 16" O.C. 2. PROVIDE 1/8" SPACE BETWEEN I ti II u STD. WDW. OPNG. 2x12 TREAD , 4" 3 1/2" MIN. CONC. SLAB (2500 PSI) W/ FIBERMESH 2x8 STAIR LEDGER CONN[ u II !!!! MIN. OR 6x6 10/10 WWM OVER VAPOR BARRIER OF 1/4"x 2-3/4" TAPCONS AT Z AND 6" O.C. AT PANEL EDGES FLOOR TRUSS W/ (2)10d "LSTA24" STRAP AT I PROVIDE DRAFTSTOPPING TO SEPARATE CEILING 3/4" PLYWD. / I HDR. STUD TO BEAM 6" O.C. MAX. OR EQUIVAL M DECKING Z o � LJ RISER I� 11 AT FIELD STUDS CONNECT CARRIAGE TO LEI o 00 Li m o 2x STUDS AT / (2)104 TOE -NAILED COMM( =� o clZ 8d NAILS AT 3" O.C. AT II II STAGGERED EA. SIDE .4- 1-3 M CW.7 C --4o O SHEATHING EDGES la I NO STRAP REQ'D. AT ' o Q o o CONNECT PLYWD. RISER TO i STUD TO RIM BD./BLKG. PANEL EDGES �� SHEATHING CONT. TO Q o ~ Q I FOR OPNGS. > 5'-0" TREAD WITH (4) 8d NAILS BOT. OF FLR. TRUSS I 8d NAILS AT 3" O.C. HORIZ. II FLR. TRUSSES AT (2) 2X STUDS TO SUPPORT Q = W AT 2x SILL PLATE I� IJ I I I I 24" O.C. BEAM ABOVE (AT LANDING FLR. TRUSS -- CONNECT TO W 2x12 CARRIAGE AT SIDES AND WHERE NECESSARY) ._ ._ ' ' ' ' ' ' ' m CENTER OF STAIRS WITH 2x6 2x4 BLKG. BTWN. . ' . ' 2x4 BLKG. BTWN. r-- ,r-- '—r,T—� r RIM BD. AT ALL �; i i; i i; i i RIM BD. AT ALL SPACER AT SIDE WALLS i 2x4 P.T. RIM BD. BTWN. SHEATHING EDGES—� Ll—J L SHEATHING EDGES CONNECT SPACER TO EA. STUD / W/ (2) 10d COMMONS PROVIDE DBL. ROW OF 8d NAILS AT 8d NAILS AT 3" O.C. HORIZ. ALTERNATE CONT. 2x6 TOP RAIL I.L.O. AT TOP AND BOTTOM RIM BD. DBL. 2x4 SOLID BLKG. NAILING TO FLR. TRUSS BLKG. BTWN. RAILS OR TRUSS CHORD 20 P.T. BELOW HDR. STUDS EXT. WALL SHEATHING CONC. BLOCK EXT. WALL OF OPNGS. > 5'-0" "HETA20" STRAP AT EA. FLR. TRUSS END KICK PLATE OIOI?,94'0.Q.CAAP&&E[E0DTWMS DETAIL AT 2 -STY. 2 -STY. NOTE: PICKETS SHALL BE PLACED NO GREATER THAN 4" O.C. TYPICAL STAIR SECTION )TTOM OF )R LESS IN CT TO NAILS AT =NT GER W/ NS 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 HAVE A SPACE OF NOT LESS THAN 1-1/2" (38MM) BETWEEN THE WALL AND THE HANDRAILS ROOF TRUSSES OR 2x RAFTERS FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ 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 FLR. TRUSS W/ (4)164 NAIL (2x4 P.T. IF IN CONTACT W/ CO ALTERNATE FLR. TRUSS END RAILS IN LIEU OF 2x4 BLKG. BTWN. RAILS AS PART OF FLR. TRUSS END CONST. 20 SYP ;J2 STUDS 0 16' O.C. 3/4" PLYWOOD FLLOOR PRE-ENG'D. FLOOR TRUSSES 0 24" O.C. 7/16' MIN. STRUCTURAL WALL leml SHEATHING TOP CHORD OF BOT. CHORD OF FLOOR TRUSS FLOOR TRUSS GYPSUM BOARD \-2x4 DIAPHRAM BLOCKING 0 24" O.C. NAILER CONTINUOUS ACROSS 1st (2) TRUSS BAYS CONNECT TO EA. BOTTOM CHORD W/ (4) 10d NAILS "HETA20" STRAP 0 24" O.C. PROVIDE SOLID 2x4 BLOCKING BETWEEN TOP & BOT. CHORDS WHERE STRAP DOES NOT ALIGN W/ TRUSS VERTICAL. ALT. DETAIL @ FLOOR TRUSS PARALLEL TO WALL CLAY ROOF TILES OVER 90# FELT ON 1/2" CDX PLYWOOD (SEE ROOF NAILING PATTERN) AND PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. HURR. STRAP AT EA. TRUSS SEE ROOF PLAN CONT. 2x4 DBL. PLATE W/ SIMPSON "SPH4" AT EA. STUD SIMPSON "DSP" AT DOUBLE STUD PANEL EDGES DRIP EDGE OVER FASCIA 12" FASCIA MATERIAL TO BE ALUMINUM OR 5/4" PRIME TRIM BOARD OVER 2x4/2x6 SUBFASCIA REFER TO SUBD. SPECIFICATIONS FOR FASCIA MATERIAL CONT. ALUM. VENTED SOFFIT 7/8" THK. CEMENT PLASTER OVER 7/16" MIN. STRUCTURAL WALL SHEATHING -SEE DETAIL FOR REQ'D. NAILING PATTERN CONT. 2x4 TOP/BOT. RAIL -CONNECT TO FLR. TRUSS W/ (4)16d NAILS (BOT. RAIL TO BE 2x4 P.T.) CONT. GALV. MTL. EXPANSION JOINT SIMPSON "HETA20" AT EA. TRUSS FILL ALL HOLES W/ NAILS (TRUSS PARRALLEL TO WALL -STRAP AT EA. VERT. CHORD (24" O.C. MAX.) 8x8x16 CONC. KNOCKOUT BLK. TOP COURSE - FILL W/ CONC. AND 1-#5 BAR CONT. 1/2" EXTERIOR PORTLAND CEMENT PLASTER OVER 8" C.M.U. Q J z N FINISH GRADE o0 N #5 BAR DOWEL TIED TO FTG. REBAR AT EA. REINF. FILLED CELL AS LOCATED PER SLAB PLAN - R-38 INSULATION 12 PER ELEV. 'K-1/2" GYPSUM BD. 4'-O„ DIAPHRAM AREA FASTEN W/ 5d NAILS AT 4" O.C. REMAINDER AT 7" O.C. CONT. 2x SOLID WALL BLKG. ON EDGE OR FLAT AT SHEATHING JOINT - NAILS PERMITTED TO PENETRATE 2x4 BLKG. SET ON EDGE __� R-11 MIN. INSULATION - REFER TO ENERGY CALCULATION FOR REQUIRED INSULATION R -VALUE 2x STUDS AT 16" O.C. CONT. 2x PLATE 3/4" T&G PLYWOOD FLOOR -NAILED & GLUED W/ 8d NAILS AT 12" O.C. IN FIELD AND 6" O.C. AT PANEL EDGES PROVIDE DRAFTSTOPPING TO SEPARATE CEILING AREAS NO GREATER THAN 500 S.F. AT 24" O.C.- CONNECT P -ENGTRU S 8d NAILS AT 3" Q.C. AT W/ (2)164 MIN. COMMONS 24" O.C. (M � TOE -NAILED TO TOP PLATE 1/2 GYPSUM BD. KNOCKOUT BLK. COURSE W 4'-0" (5/8"TYPE "X GYP. BD. SHEATHING EDGES LLJ - FILL W/ CONC. AND DIAPHRAM AREA el ®GARAGE CEILING W/ CALCULATION FOR R -VALUE Op FASTEN W/ 5d NAILS AT 4" O.C. LIVING AREA ABOVE) STAGGER NAILS BTWN. "SP2" AT EA. SINGLE REMAINDER AT 7" O.C. 1-#5 BAKR CONT. n SEE ROOF PLAN FOR REQ'D. PANEL EDGES STUD TO TOP PLATE & ABV. TYP. WDW. AND DOOR OPNGS. A24 = STRAP AT EA. MEMBER NOTES: "DSP" AT EA. DOUBLE 1/2" DRYWALL OVER 1x2 P.T. (MIN.) Z I AT 24" O.C. (MAX.) 1. NAILHEADS SHALL - STUD PANEL EDGE TO R-3 MIN. INSULATION- NSULATION-REFER 1/2' DRYWALL OVER DBL. 1x2 P.T. H REFERTO ENERGY CALCULATION o ° NOT PENTRATE THE FACE - ---- - --_T---- - I I TOP PLATE u ii #5 VERT. BAR TIED INTO #5 BAR I �� REFER TO HEADER OF THE SHEATHING BY MORE I j DOWEL AND TOP COURSE REBAR EA. REINF. CONC. FILLED BLOCK CELL SCHED. FOR SIZES THAN THE NAILHEAD THICKNESS. I i� `� n CELL AS LOCATED PER PLANS 0 "SP2" AT 16" O.C. 2. PROVIDE 1/8" SPACE BETWEEN I ti II u STD. WDW. OPNG. ACROSS HDR. SPAN SHEATHING PANELS. I� I� 4" 3 1/2" MIN. CONC. SLAB (2500 PSI) W/ FIBERMESH u II !!!! MIN. OR 6x6 10/10 WWM OVER VAPOR BARRIER OF 1/4"x 2-3/4" TAPCONS AT Z AND 6" O.C. AT PANEL EDGES "LSTA24" STRAP AT I PROVIDE DRAFTSTOPPING TO SEPARATE CEILING 3/4" PLYWOOD N I HDR. STUD TO BEAM 8d NAILS AT 6" O.C. VERT. I I� I � DECKING 2 STRAPS EA. SIDE i ( ) I� 11 AT FIELD STUDS I WITH (4) OR MORE TRUSSES 2x STUDS AT i ACROSS OPNG. 16" O.C. 8d NAILS AT 3" O.C. AT II II I SHEATHING EDGES la I NO STRAP REQ'D. AT I "LSTA24" STRAP AT HDR. STAGGER NAILS BTWN. ij U STUD TO PLATE IF i STUD TO RIM BD./BLKG. PANEL EDGES �� SHEATHING CONT. TO I FOR OPNGS. > 5'-0" II II BOT. OF FLR. TRUSS I 8d NAILS AT 3" O.C. HORIZ. II FLR. TRUSSES AT I 2x4 OR 2x6 RIM BD. BTWN. AT 2x SILL PLATE I� IJ I I I I 24" O.C. I FLR. TRUSS -- CONNECT TO =4 r -Ili _ TRUSS W/ (4)164 NAILS (2x4) ._ ._ ' ' ' ' ' ' ' (6)164 NAILS (2x6) 2x4 BLKG. BTWN. . ' . ' 2x4 BLKG. BTWN. r-- ,r-- '—r,T—� r RIM BD. AT ALL �; i i; i i; i i RIM BD. AT ALL i 2x4 P.T. RIM BD. BTWN. SHEATHING EDGES—� Ll—J L SHEATHING EDGES FLR. TRUSS -- CONNECT TO TRUSS W/ (4)164 NAILS PROVIDE DBL. ROW OF 8d NAILS AT 8d NAILS AT 3" O.C. HORIZ. ALTERNATE CONT. 2x6 TOP RAIL I.L.O. AT TOP AND BOTTOM RIM BD. DBL. 2x4 SOLID BLKG. NAILING TO FLR. TRUSS BLKG. BTWN. RAILS OR TRUSS CHORD BELOW HDR. STUDS EXT. WALL SHEATHING CONC. BLOCK EXT. WALL OF OPNGS. > 5'-0" "HETA20" STRAP AT EA. FLR. TRUSS END OIOI?,94'0.Q.CAAP&&E[E0DTWMS DETAIL AT 2 -STY. 2 -STY. EXT. FRAME REQUIRED NAILING PATTERN LO NOTED FOR WALL SHEATHING TO ACT AS UPLIFT LOAD CONNECTOR CONNECTOR DETAIL BETWEEN WALL STUDS AND FLOOR TRUSSES FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ 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 FLR. TRUSS W/ (4)164 NAIL (2x4 P.T. IF IN CONTACT W/ CO ALTERNATE FLR. TRUSS END RAILS IN LIEU OF 2x4 BLKG. BTWN. RAILS AS PART OF FLR. TRUSS END CONST. 20 SYP ;J2 STUDS 0 16' O.C. 3/4" PLYWOOD FLLOOR PRE-ENG'D. FLOOR TRUSSES 0 24" O.C. 7/16' MIN. STRUCTURAL WALL leml SHEATHING TOP CHORD OF BOT. CHORD OF FLOOR TRUSS FLOOR TRUSS GYPSUM BOARD \-2x4 DIAPHRAM BLOCKING 0 24" O.C. NAILER CONTINUOUS ACROSS 1st (2) TRUSS BAYS CONNECT TO EA. BOTTOM CHORD W/ (4) 10d NAILS "HETA20" STRAP 0 24" O.C. PROVIDE SOLID 2x4 BLOCKING BETWEEN TOP & BOT. CHORDS WHERE STRAP DOES NOT ALIGN W/ TRUSS VERTICAL. ALT. DETAIL @ FLOOR TRUSS PARALLEL TO WALL CLAY ROOF TILES OVER 90# FELT ON 1/2" CDX PLYWOOD (SEE ROOF NAILING PATTERN) AND PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. HURR. STRAP AT EA. TRUSS SEE ROOF PLAN CONT. 2x4 DBL. PLATE W/ SIMPSON "SPH4" AT EA. STUD SIMPSON "DSP" AT DOUBLE STUD PANEL EDGES DRIP EDGE OVER FASCIA 12" FASCIA MATERIAL TO BE ALUMINUM OR 5/4" PRIME TRIM BOARD OVER 2x4/2x6 SUBFASCIA REFER TO SUBD. SPECIFICATIONS FOR FASCIA MATERIAL CONT. ALUM. VENTED SOFFIT 7/8" THK. CEMENT PLASTER OVER 7/16" MIN. STRUCTURAL WALL SHEATHING -SEE DETAIL FOR REQ'D. NAILING PATTERN CONT. 2x4 TOP/BOT. RAIL -CONNECT TO FLR. TRUSS W/ (4)16d NAILS (BOT. RAIL TO BE 2x4 P.T.) CONT. GALV. MTL. EXPANSION JOINT SIMPSON "HETA20" AT EA. TRUSS FILL ALL HOLES W/ NAILS (TRUSS PARRALLEL TO WALL -STRAP AT EA. VERT. CHORD (24" O.C. MAX.) 8x8x16 CONC. KNOCKOUT BLK. TOP COURSE - FILL W/ CONC. AND 1-#5 BAR CONT. 1/2" EXTERIOR PORTLAND CEMENT PLASTER OVER 8" C.M.U. Q J z N FINISH GRADE o0 N #5 BAR DOWEL TIED TO FTG. REBAR AT EA. REINF. FILLED CELL AS LOCATED PER SLAB PLAN - R-38 INSULATION 12 PER ELEV. 'K-1/2" GYPSUM BD. 4'-O„ DIAPHRAM AREA FASTEN W/ 5d NAILS AT 4" O.C. REMAINDER AT 7" O.C. CONT. 2x SOLID WALL BLKG. ON EDGE OR FLAT AT SHEATHING JOINT - NAILS PERMITTED TO PENETRATE 2x4 BLKG. SET ON EDGE __� R-11 MIN. INSULATION - REFER TO ENERGY CALCULATION FOR REQUIRED INSULATION R -VALUE 2x STUDS AT 16" O.C. CONT. 2x PLATE 3/4" T&G PLYWOOD FLOOR -NAILED & GLUED W/ 8d NAILS AT 12" O.C. IN FIELD AND 6" O.C. AT PANEL EDGES PROVIDE DRAFTSTOPPING TO SEPARATE CEILING AREAS NO GREATER THAN 500 S.F. TYP. EXT. 2-S SCALE: 112"=l' -O" ' ROOF TRUSSES ( AT 24" O.C.- W/ (2)164 MII TOE -NAILED TI 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 SIMPSON "DSP" AT 16" O.C. ROSS HDR. SPAN IMPSON "LSTA24" STRAP AT DR. STUD TO BEAM )x4 OR 2x6 RIM BD. BTWN. _R. TRUSS -- CONNECT TO 'USS W/ (4)164 NAILS (2x4) (6)164 NAILS (26) 2x4 P.T. RIM BD. BTWN. FLR. TRUSS -- CONNECT 0 TRUSS W/ (4)164 NAILS DBL. 2x4 SOLID BLKG. BELOW HDR. STUDS OF OPNGS. > 5-0" AP AT 24" O.C. MAX. AT V Vi. V. ULV VI\ Ln 1. f1f1LL FLR. TRUSS PERP. TO WALL OR 24" O.C. AT GABLE END TRUSS 2 -STY. EXT. FRAME WALL CONNECTOR DETAIL NO STRUCTURAL MEMBER OR BLDG. SERVICE SHALL PENETRATE THE FIRE RATED SHAFT WALL BETWEEN UNITS. ASPHALT SHINGLES ON STRUCTURAL SHEATHING 4'-0" MIN.EACH SIDE OF CENTER UNE OF WALL - (SEE ROOF NAILING PATTERN) PROVIDE FIRE RETARDANT TREATED WOOD ROOF FAND PRE-ENG'RED ROOF SHEATHING TRUSSES AT 24' O.C. QI I ►' PROVIDE CONT. FIRE CAULK OR RADIANT RAKE TIE BEAM W/ (1) #5 CONT. � FIRE WOOL @ ROOF SHEATHING BARRIER Y MAINTAIN 2" CLEARANCE AND RAKE BEAM CONSTRUCTION TO REBAR FROM TOP OF BEAM Q irIMT I I11ISI IIS ZI I I I I \ o I I I I I I I I I \--PRE -ENGINEERED �i�rrlli��t►li�i�►�Il�i��t�t►��t�.ll�ll:�rll►��f►t►�6�,�►��,7•,11�'•� � U 0000 F rCw�' U Q wo rn v J Z N M J 2 0 J ��NLL � a � P -ENGTRU S 1/2" GYPSUM BD. `R-38 INSULATION 24" O.C. (M � FOAM CORE FILL INSULATION IN ALL OPEN 1/2 GYPSUM BD. KNOCKOUT BLK. COURSE W 4'-0" (5/8"TYPE "X GYP. BD. J w LLJ - FILL W/ CONC. AND DIAPHRAM AREA el ®GARAGE CEILING W/ CALCULATION FOR R -VALUE Op FASTEN W/ 5d NAILS AT 4" O.C. LIVING AREA ABOVE) � u REMAINDER AT 7" O.C. 1-#5 BAKR CONT. n PRE-ENG'RED. PRECAST CONC. LINTEL W ii ABV. TYP. WDW. AND DOOR OPNGS. A24 = SEE PLANS FOR LOCATIONS AND TYPES Z II 1/2" DRYWALL OVER 1x2 P.T. (MIN.) Z I AT 24" O.C. (MAX.) 0- II R-3 MIN. INSULATION- NSULATION-REFER 1/2' DRYWALL OVER DBL. 1x2 P.T. H REFERTO ENERGY CALCULATION o ° FOR REQUIRED INSULATION R -VALUE co u ii #5 VERT. BAR TIED INTO #5 BAR HOMES FOR CLARIFICATION! LL DOWEL AND TOP COURSE REBAR EA. REINF. CONC. FILLED BLOCK CELL AT EA. REINF. CONC. FILLED BLOCK n CELL AS LOCATED PER PLANS 0 n PRECAST WDW. SILL - TYP. AT u STD. WDW. OPNG. 3/4' T&G PLYWOOD FLOOR -NAILED & II II pll :10 4" 3 1/2" MIN. CONC. SLAB (2500 PSI) W/ FIBERMESH u II !!!! MIN. OR 6x6 10/10 WWM OVER VAPOR BARRIER TYP. EXT. 2-S SCALE: 112"=l' -O" ' ROOF TRUSSES ( AT 24" O.C.- W/ (2)164 MII TOE -NAILED TI 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 SIMPSON "DSP" AT 16" O.C. ROSS HDR. SPAN IMPSON "LSTA24" STRAP AT DR. STUD TO BEAM )x4 OR 2x6 RIM BD. BTWN. _R. TRUSS -- CONNECT TO 'USS W/ (4)164 NAILS (2x4) (6)164 NAILS (26) 2x4 P.T. RIM BD. BTWN. FLR. TRUSS -- CONNECT 0 TRUSS W/ (4)164 NAILS DBL. 2x4 SOLID BLKG. BELOW HDR. STUDS OF OPNGS. > 5-0" AP AT 24" O.C. MAX. AT V Vi. V. ULV VI\ Ln 1. f1f1LL FLR. TRUSS PERP. TO WALL OR 24" O.C. AT GABLE END TRUSS 2 -STY. EXT. FRAME WALL CONNECTOR DETAIL NO STRUCTURAL MEMBER OR BLDG. SERVICE SHALL PENETRATE THE FIRE RATED SHAFT WALL BETWEEN UNITS. ASPHALT SHINGLES ON STRUCTURAL SHEATHING 4'-0" MIN.EACH SIDE OF CENTER UNE OF WALL - (SEE ROOF NAILING PATTERN) PROVIDE FIRE RETARDANT TREATED WOOD ROOF FAND PRE-ENG'RED ROOF SHEATHING TRUSSES AT 24' O.C. QI I ►' PROVIDE CONT. FIRE CAULK OR RADIANT RAKE TIE BEAM W/ (1) #5 CONT. � FIRE WOOL @ ROOF SHEATHING BARRIER Y MAINTAIN 2" CLEARANCE AND RAKE BEAM CONSTRUCTION TO REBAR FROM TOP OF BEAM Q irIMT I I11ISI IIS ZI I I I I \ o I I I I I I I I I \--PRE -ENGINEERED �i�rrlli��t►li�i�►�Il�i��t�t►��t�.ll�ll:�rll►��f►t►�6�,�►��,7•,11�'•� � u II ii �� CLEAN COMPACTED EARTH FILL • • MONOLITHIC SLAB EDGE 20" FOOTING PER SLAB PLAN MIN. rF TORY WALL SECTION - D3 Q 3 1/2" MIN. CONC. SLAB N ---- (2500 PSI) W/ FIBERMESH OR 6x6 10WWM VAPOR BA4IOER OVER CLEAN COMPACTED EARTH FILL "--MONOLITHIC SLAB FOOTING PER SLAB PLAN 2'-0" TYP. UNIT SEPARATION WALL SECTION AT ROOF TRUSS PARRELLEL TO FRAME WALL SCALE: 1/2"=1'-0' LATEST REVISION DATE TO MASTER: 07-01-12 �G U 0000 F rCw�' U Q wo rn v J Z N M J 2 0 J ��NLL � a � 1/2" GYPSUM BD. `R-38 INSULATION SINGLE 8x8x16 CONIC. � FOAM CORE FILL INSULATION IN ALL OPEN 1 KNOCKOUT BLK. COURSE W CMU WALL CELLS - REFER TO ENERGY J w LLJ - FILL W/ CONC. AND W w CALCULATION FOR R -VALUE Op 0 1-#5 BAR CONT. � 1/2" GYPSUM BD. J J 1-#5 BAKR CONT. OO T2DRYWALL DBL. 1x2 P.T. W C-3 W A24 = m Z 8x8x16 2 HR. FIRE -RATED co o CMU O WALL 'o O z Y 1/2' DRYWALL OVER DBL. 1x2 P.T. H �U) DO NOT SCALE PRINTS! N5 VERT. BAR TIED INTO 5 BAR 00 co ONLY, ANY DISCREPENCIES EL AND TOP COURSE EBAR AT HOMES FOR CLARIFICATION! LL EA. REINF. CONC. FILLED BLOCK CELL co AS LOCATED PER PLANS 0 5 VERT. BAR TIED INTO #5 BAR o 3/4' T&G PLYWOOD FLOOR -NAILED & a 2x6 CONT. P.T. W/ (1) ROWS GLUED W/ 8d NAILS AT 12" O.C. IN FIELD OF 1/4"x 2-3/4" TAPCONS AT Z AND 6" O.C. AT PANEL EDGES 12" O.C.- STAGGERED PROVIDE DRAFTSTOPPING TO SEPARATE CEILING 3/4" PLYWOOD N AREAS NO GREATER THAN 500 S.F. DECKING u II ii �� CLEAN COMPACTED EARTH FILL • • MONOLITHIC SLAB EDGE 20" FOOTING PER SLAB PLAN MIN. rF TORY WALL SECTION - D3 Q 3 1/2" MIN. CONC. SLAB N ---- (2500 PSI) W/ FIBERMESH OR 6x6 10WWM VAPOR BA4IOER OVER CLEAN COMPACTED EARTH FILL "--MONOLITHIC SLAB FOOTING PER SLAB PLAN 2'-0" TYP. UNIT SEPARATION WALL SECTION AT ROOF TRUSS PARRELLEL TO FRAME WALL SCALE: 1/2"=1'-0' LATEST REVISION DATE TO MASTER: 07-01-12 �G U 0000 F rCw�' U Q wo rn v J Z N M J 2 0 J ��NLL � a � CPRE-ENG'RED. FLR. TRUSSES AT 00 1 � 24" O.C. (MAX.) STAGGERED 1 DOUBLE 8x8216 CONIC. W BTWN. ADJ. UNITS J w KNOCKOUT BLK. COURSE W w W Op - FILL W/ CONC. AND � 1/2" GYPSUM BD. J J 1-#5 BAKR CONT. OO W Of W CORE -FILL 500 FOAM INSULATION IN = ZD o Z ALL OPEN CMU WALL CELLS Y 0 O p _ m 1/2' DRYWALL OVER DBL. 1x2 P.T. H �U) DO NOT SCALE PRINTS! (MIN.) AT 24" O.C. (MAX.) 00 DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! Y 8x8x16 2 HR. FIRE -RATED co CMU WALL CD 5 VERT. BAR TIED INTO #5 BAR o EWEL AND TOP COURSE REBAR AT EA. REINF. CONC. FILLED BLOCK CELL AS LOCATED PER PLANS u II ii �� CLEAN COMPACTED EARTH FILL • • MONOLITHIC SLAB EDGE 20" FOOTING PER SLAB PLAN MIN. rF TORY WALL SECTION - D3 Q 3 1/2" MIN. CONC. SLAB N ---- (2500 PSI) W/ FIBERMESH OR 6x6 10WWM VAPOR BA4IOER OVER CLEAN COMPACTED EARTH FILL "--MONOLITHIC SLAB FOOTING PER SLAB PLAN 2'-0" TYP. UNIT SEPARATION WALL SECTION AT ROOF TRUSS PARRELLEL TO FRAME WALL SCALE: 1/2"=1'-0' LATEST REVISION DATE TO MASTER: 07-01-12 �G !C O �L__ U O W :m 1--_ Q = UU O Q C a U 0000 F rCw�' U Q wo rn v J Z N M J 2 0 J ��NLL � a � Q 00 1 � Z 1 W J w W w W Op � w� J J � OO W W �z = Z � O p W 0U) H �U) !C O �L__ U O W :m 1--_ Q = UU O Q C a U 0000 F rCw�' U Q wo rn v J Z N M J 2 0 J ��NLL � a � ti V_ 00 1 Q 'Ir co 1 W J w W w o _ 0 U) J J m < W � Z 1` p W 0U) �U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE 'ER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! ' D3 M/l ORLANDO