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HomeMy WebLinkAbout2675-2687 River Landing Dr (a)9 ri 0 0 v G a 0 a a 0 ABBREVIATIONS ABV. ABOVE GA. GAUGE A/C AIR COMPRESSOR G.F.I. GROUND -FAULT CIRCUIT ADJ. ADJUSTABLE S.H. INTERRUPTER AHU AIR HANDLER GL. GLASS ALT ALTERNATE GYP. BD. GYPSUM BOARD AMP. AMPERAGE H.C. HOLLOW CORE BD. BOARD HDR. HEADER BLK BLOCK HT. HEIGHT BLK'G. BLOCKING TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE INSUL. INSULATION C.L. CENTER LINE INT. INTERIOR CABT. CABINET LAM. LAMINATED CLG. CEILING LAV. LAVATORY CLR. CLEAR LUM. LUMINOUS CONC. CONCRETE M.C. MEDICINE CABINET CPT. CARPET MFR. MANUFACTURER C.T. CERAMIC TILE MIN. MINIMUM C.J. CONTROL JOINT MTD. MOUNTED CMU CONCRETE MASONRY MTL. METAL UNIT N.I.C. NOT IN CONTRACT D. DRYER N.T.S. NOT TO SCALE DBL. DOUBLE DIA. DIAMETER O.C. ON CENTER DIM. DIMENSION P.L. PROPERTY LINE DISP. DISPOSAL P.B. PUSH BUTTON DP. DEEP PH. PHONE DR. DOOR PLYWD. PLYWOOD D.S. DOWNSPOUT PR. PAIR DTL. DETAIL PT PRESSURE TREATED 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 v � M/1 8 M/1 HOMES SE RM. ROOM R.O. ROUGH OPENING R/S ROD AND SHELF S.C. SOLID CORE S.D. SMOKE DETECTOR S.H. SINGLE HUNG SH SHELF SHTHG. SHEATHING SHWR. SHOWER SIM. SIMILAR SGD. SLIDING GLASS STD. STANDARD TEMP. TEMPERED GLASS THK. THICK T.O.C. TOP OF CURB T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VP. VAPOR PROOF W. WASHER W/ WITH WD. WOOD WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON W.P. WEATHER PROOF HOMES SUBDIVISION: -RIVERVIEW -A RVICE CORP. LOT #: RV 58-64 MODEL: RV 7 UNIT TH - ELEV-A AREA WINDOWS CODE DESCRIPTION 0016 SINGLE HUNG - BLOCK 0026 SINGLE HUNG - FRAME 0030 FIXED GLASS - FRAME UNIT BLDG. 0021 SLIDING GLASS DOOR - BLOCK 734 734 1 VMFLG VERTICAL - BLOCK 1 VMFIN VERTICAL - FRAME 5284 DOORS CODE DESCRIPTION 7 SINGLE/DOUBLE INSWING/OUTSWING (2068, 2468, 2668, 2868, 6068) 901 8'x7' GARAGE DOOR 946 6385 AREA Sheet Number BUILDING TYPE - 2 STORY TOWNHOUSE TAB UNIT A UNIT UNIT U C UNIT UNIT UNIT BLDG. 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 238 230 230 236 230 230 238 1632 LANAI 41 NA NA NA NA NAI 411 82 TOTAL U.R. 2099 1916 1916 1889 1916 1916 2099 13751 CODE SUMMARY APPLICABLE CODES 1. FLORIDA BUILDING CODE 2007 - RESIDENTIAL 2007 & 2008 SUPPLEMENTS 2. FLORIDA BUILDING CODE 2004 - BUILDING; CHAPTER 13 - ACCESSIBILITY 3. NATIONAL ELECTRICAL CODE, NEPA 70, 2007 EDITION 4. FLORIDA FIRE PREVENTION CODE - 2007 EDITION Sheet Number BUILDING TYPE - 2 STORY TOWNHOUSE 0 Cover Sheet CONSTRUCTION TYPE: UNPROTECTED, UNSPRINKLED Elevations 2 FIRE PROTECTION RATING REQUIREMENTS: 3 1st Floor Plan 4 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 TRUSSESb. EAMS, GIRDERS, 6. FLOOR CEILING CONSTRUCTION 0 0 7. ROOF CEILING CONSTRUCTION 0 0 8. EXTERIOR BEARING WALLS D1 Detail Sheet HORIZONTAL SEPARATION: (PARRALLEL WALLS) Detail Sheet D3 0 ft. to 6 ft 0 % OPENINGS 1 (0%) N/A (0%) OVER 6 ft 0 0 9. EXTERIOR NON BEARING WALLS W� HORIZONTAL SEPARATION: PARRALLEL WALLS � O 0 ft. to 6 ft 0 % OPENINGS 1 (0%) N/A 0% OVER 6 ft 0 0 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 11 2nd Block Plan 12 1st Framing Plan 13 2nd Framing Plan 14 Separation Walls D1 Detail Sheet D2 Detail Sheet D3 Detail Sheet OFFICE OFFICE N�Rp gU1LDlNG nT �. RvO' � VC iiQI`Ill THF- Oft HEOft OTHOIR VjQLAT10N= 0 LATEST REVISION DATE TO MASTER: 02-20-12 c C: V_ O Q M Z 06 � Z Cc LU =F- max: Q = Q W o !� W Op LL_ W N LL- � w Q Ow W=O LTJ >z 1 W Z � O � I -- C: V_ O c0 U 4000 M Z 06 1j 0 Cc LU =F- max: Q = Q W o !� =i Z o M � � J � LL_ W N LL- _ 0 Cd Q L.L � W O let—1 !3 J co l•2 - /r/ 10 -1,6 -2 -DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE /'2_�� j� PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES PERMIT#�a` !� ��✓/�s-� TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! l *At 0of## 1/1 ORLANDO 1j Q 1 00 00 N L0 O W LU LTJ 1 W Z = U � � W� � O U L.L � W O let—1 !3 J co l•2 - /r/ 10 -1,6 -2 -DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE /'2_�� j� PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES PERMIT#�a` !� ��✓/�s-� TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! l *At 0of## 1/1 ORLANDO w �,. �� iib MEAN ROOF HEIGHT +23'-5" TOP OF 2ND STY. WALL PLATE +18'-9 7/8" 2nd STY. FIN. FLR. 1 TOP OF 1ST STY. BLK. WALL +9'-4" TOP OF SLAB +0'-0 - - - - LEXINGTON UNIT"All 4' GALV. MTL. OFF -RIDGE VENT 0E: :1 SQUARE HOOD a�ROOF VENT SLOPE 5:12 4'-0" MIN. TYP. ALL PRINCETON UNIT "B" 4'-0'4'-0' MIN. TYP, ALL UNITS MIN. TYP. ALL UNITS 4' GALV. MTL. OFF -RIDGE VENT PRINCETON UNIT "B" 4' GALV, MTL. OFF -RIDGE VENT ----,• 4'-0" 4'-0' MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS SARATOGA UNIT "C" 4' GALV. MTL. OFF -RIDGE VENT 4'-0" 4'-0' MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS PRINCETON UNIT "B" 4' GALV. MTL. OFF -RIDGE VENT 4'-0"4'-0' MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS PRINCETON UNIT "B" -�4' GALV. MTL. OFF -RIDGE VENT 4'-0' MIN. TYP. ALL UNITS LEXINGTON UNIT "A" 4' GALV. MTL. OFF -RIDGE VENT SHINGLE ROOFING MEAN ROOF HEIGHT SHINGLE ROOFING +23'-5° SLOPE 5:12 SLOPE 5:12 8"W. SCORED LINE SHINGLE ROOFING 8"W. SCORED LINE — —/ALONG SOFFIT - TYP. — - ALONG SOFFIT - TYP. - TOP OF 2ND STY. ------ --- ——WALL PLATE° 8"W. SCORED BAND AT DOOR/WDW. 2'_6° TLU3 +10-j 7/8 TEXTURED WALL FINISH 2'-6"TEXTURED WALL FINISH TEXTURED WALL FINISH 2'-6" i 8'W. SCORED BAND AT DOOR/WDW. 2'-6" i U U � CJ C3 � U "' 2nd STY. FIN. FLR. - - - - - - - - - - --——————————————————————————————— — — — — —— SQUARE HOOD C.J. C.J. C.J. ----------------------------------------------- -- ----ROOF NT -- - C.J. SLOPE 5:12 TOP OF 1ST STY. Q1 WALL cc HIM TEXTURED WALL FINISH 84. SCORED BAND AT DOOR/WDW. 8"W. SCORED TEXTURED WALL FINISH BAND AT DOOR/WDW. SIDE ELEVATION A - "LEXINGTON" UNIT 1/4" = 1'-0 FE TI 8"W. SCORED BAND AT DOOR/WDW. i o Q o co � z 84. SCORED BAND AT DOOR/WDW. 8"W. SCORED TEXTURED WALL FINISH BAND AT DOOR/WDW. SIDE ELEVATION A - "LEXINGTON" UNIT 1/4" = 1'-0 FE TI 8"W. SCORED BAND AT DOOR/WDW. i +W-4° TEXTURED WALL FINISH —----------- TOP OF_SLAB ,$144 (REF. ELEV.) REAR ELEVATION 1/4" = 1'-0" SIDE ELEVATION A - "LEXINGTON" UNIT, LATEST REVISION DATE TO MASTER: 02-20-12 U) 45; a: IC O O W U LLI U) LLIammO Q o co � +W-4° TEXTURED WALL FINISH —----------- TOP OF_SLAB ,$144 (REF. ELEV.) REAR ELEVATION 1/4" = 1'-0" SIDE ELEVATION A - "LEXINGTON" UNIT, LATEST REVISION DATE TO MASTER: 02-20-12 U) 45; a: IC O O W U LLI U) LLIammO s= O to U 00 C? C �-- M Z �- 2 Lu 8 _ 2 (j Q = Q w o U C-) C014) J z O M J Q i LL.W N LL Q � 1 QO Q 00 N O Lij ���// �I = IJP Lu 1 � Z � O cc LLJ ti p W H _-D O (/) J C%) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/ HOMES FOR CLARIFICATION! 1 1 1 1 1 1 2 of 14 1 M/I ORLANDO Q � � z W o0 � w BO Ow W �z = �o s= O to U 00 C? C �-- M Z �- 2 Lu 8 _ 2 (j Q = Q w o U C-) C014) J z O M J Q i LL.W N LL Q � 1 QO Q 00 N O Lij ���// �I = IJP Lu 1 � Z � O cc LLJ ti p W H _-D O (/) J C%) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/ HOMES FOR CLARIFICATION! 1 1 1 1 1 1 2 of 14 1 M/I ORLANDO un p 17 M a a 0 L"7 a a 0 0 M UNIT "B" UNIT "B" 2x4 DRYWA SHE NICHE DETAIL UNITS "B" / "C" / "D" WDW. ROUGH OPNG.NOTE 36718x63 WIDTH x HEIGHT (IN INCHES) AREA TAB 1st STY. FLOOR PLAN m 1st STY FLOOR PLAN NOTES: 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 ARE CAULKING ON ALL ELECTRICAL, PLUMBING AND MECHANICAL PENETRATION THROUGH RATED WALLS AND CEILINGS 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.X© — INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW OPENING. 14. "FLR'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. 0 LATEST REVISION DATE TO MASTER: 02-20-12 7 oc 0 0 Lu 50 w \cf) LLJO 2 M O Q< UNIT UNIT UNBIT UNIT UGIT UNIT UNIT BLDG. 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 238 230 230 236 230 230 238 1632 LANAI 41 NA NA NA NA NA 41 82 TOTAL U.R. 2099 1916 1916 1889 1916 1916 2099 13751 J 1st STY. FLOOR PLAN m 1st STY FLOOR PLAN NOTES: 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 ARE CAULKING ON ALL ELECTRICAL, PLUMBING AND MECHANICAL PENETRATION THROUGH RATED WALLS AND CEILINGS 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.X© — INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW OPENING. 14. "FLR'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. 0 LATEST REVISION DATE TO MASTER: 02-20-12 7 oc 0 0 Lu 50 w \cf) LLJO 2 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 1 3 of 14 1 11 M/IORLANDO O Q< F— U 0000 � U Z c,aW =H �_CIO-� 00 N c"4 N N WOp O < Q _10,_1 LL.&0NL- �w� Q BOO W Q � = � z =o Of O 4_8 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 1 3 of 14 1 11 M/IORLANDO O CV U 0000 � U �C/)w� owe c,aW =H �_CIO-� 00 N c"4 N N J Z M O O < Q _10,_1 LL.&0NL- > Q - 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 1 3 of 14 1 11 M/IORLANDO CV 1 CSO 00 N c"4 Lo w > J - UJ Q 1 � =o 4_8 }I � LID IJP Q W Hn 0c/) J 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 1 3 of 14 1 11 M/IORLANDO c 0 0 0 E E 0 0 M E m 0 c CE 0- vI'M l 1 n vl III I v VIVI 1 Lp VIVI 1 V VIVI 1 Li VIVI 1 U wive l I• 7 /8„ PLA' EXPANDEG IVIL IML LM III VIV I I VLf\ ONIP_u01 IP PATPII 711C," FIPF PFTAPI)ANIT CUPATI-1INI(_ BOLT INSTALLATION NOTES: PLUMB'G STACK 24' VOID WASHER BOX PLACE DBL. vv DBL. WALL STUD ADJ. TO STUD VENT PIPE STUD SPACING_ DETAIL 0, WASHER NI 1" RND. WASHER IA. DRILLED & CLEANED HOLE (4" MIN. EMBED INTO CMU WALL) 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" WDWROUGH OPNG.NOTE 36718263 WIDTH x HEIGHT (IN INCHES) 2 r a 2nd STY. FLOOR PLAN WALL LEGEND_ ® INDICATES 2x4 BEARING WALL W/ QUICK TIE SYSTEM HOLDDOWNS FROM TOP OF 1ST STORY BLOCK WALL TO SECOND STORY TOP PLATE. SEE SHEET 11 FOR ADD'L. INFORMATION ® INDICATES 20 BEARING WALL ABOVE LAM. BEAM. PROVIDE STRAPPING PER DETAIL #5 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 � o TAB IT UNIT U 8 UNIT UNIT A UNIT UNITBLDG. OO 1st STY. LIVING 834 734 734 680 734 834 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 w H oW � 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 DISCREPENOES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION. ALL FRAME WALLS ARE DRAWN AND DIMENSIONED TO BE 3 1/2" WIDE UNLESS OTHERWISE NOTED. 6. PROVIDE DRAIN PAN BELOW EACH WASHER. DRAIN LINE TO EXTERIOR. 7. PROVIDE 20 AT 24" O.C. VERT. LADDER BLOCKING AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME WALLS FOR INSTALLATION OF INSULATION. CE LATEST REVISION DATE TO MASTER: 02-20-12 o0 Lu U W U) C0 LLI0 O �0- DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mll HOMES FOR CLARIFICATION! 1 ' 4 of 14 1 1 M/I ORLANDO m � o Q -L ~ W Coo i j o cn C w � z Q = U a Lu C-)m� >> JZNM 1L.6 LL. N ILL. i WOo Q J � o0 W Q 1 � z = � o O DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mll HOMES FOR CLARIFICATION! 1 ' 4 of 14 1 1 M/I ORLANDO m o co U 0000 -L ~ W Coo i j o cn C w cc OO Q = U a Lu C-)m� >> JZNM 1L.6 LL. N ILL. i W Q DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mll HOMES FOR CLARIFICATION! 1 ' 4 of 14 1 1 M/I ORLANDO m 1 OO 00 N 1L.6 O ui J = w W Q 1 � = O � W ti � o w H oW � J C/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mll HOMES FOR CLARIFICATION! 1 ' 4 of 14 1 1 M/I ORLANDO m Aa , m rn 0 0 c UNIT "B" a 136'-0" a UNIT "C" m 0 Ap 1 1 \IIYV1_ 1 VIV UNIT "B" a 0 UNI I —ts" c ELECTRICAL LEGEND STANDARD SWITCH _vp 3 WAY SWITCH CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER 4 WAY SWITCH PRE -WIRED JUNCTION BOX DIMMER SWITCH Fiil PUSH BUTTON .Q-- DUPLEX OUTLET GFI G.F.I. DUPLEX OUTLET WVP_/GFI WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET UC UNDER COUNTER DUPLEX OUTLET ® CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER >f� I-- PRE -WIRED JUNCTION BOX N PRE -WIRED FAN JUNCTION BOX - CEILING MOUNTED LIGHT FIXTURE _�_vP CEIUNG MOUNTED -VAPOR PROOF LIGHT FIXTURE ATTIC P.C. LGT. ATTIC PULL CHAIN 1 RECESSED LIGHT FIXTURE � VP RECESSED -VAPOR PROOF LIGHT FIXTURE -0 WALL MOUNTED LIGHT FIXTURE -0 COACH COACH LIGHT (PRE -WIRE AS NOTED) FLOOD LIGHT 0 1x4 1'x4' FLUORESCENT LIGHTING 0 2x4 2'x4' FLUORESCENT LIGHTING FLUORESCENT STRIP C 1 UNDER CABINET FLUORESCENT STRIP WALL MOUNTED INCANDESENT STRIP E.F. EXHAUST FAN E.F. LITE EXHAUST FAN WITH LIGHT S SMOKE & CARBON MONOXIDE DETECTOR OS SPEAKER PRE -WIRE ELECTRICAL PANEL E=h A/C DISCONNECT �w ELECTRICAL METER TELEVISION OUTLET TELEPHONE JACK m NETWORK JACK a ELECTRICAL NOTES: 0 viva i H cz a 1st STY. ELECTRICAL PLAN 1. LLLU I KIUAL LAYUU I 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. 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, AS REQ'D. cz LATEST REVISION DATE TO MASTER: 02-20-12 cn o00 _w U DC U) O C � O Q >f� I-- U ao �Zw� � z LLI _ �— ;s r- �_coi Q= aW�o U C -)M " M 1 Woo c- Lu N �w� Cl Q BOO W �z = �o 1-� O U) _I co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES C O co >f� I-- U ao �Zw� .L L U cfl�w� LLI _ �— ;s r- �_coi Q= aW�o U C -)M " M 1 Z J 8 �O J c- Lu N O Cl Q � 1 1 ` 1 1 1 1 6 of 14 1 1�_ M/IORLANDO 1 00 Q 00 N LO O Lu > �I = W Lu Q 1 T1 1 C O (u ui W 1-� O U) _I co 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 1 6 of 14 1 1�_ M/IORLANDO -.0. In m P 0 a 0 a a 0 m v 17 0 0 ELECTRICAL LEGEND I STANDARD SWITCH -b-"' 3 WAY SWITCH _br� 4 WAY SWITCH -619P DIMMER SWITCH Lu PUSH BUTTON -Lio DUPLEX OUTLET CA G.F.I. DUPLEX OUTLET W91P/GFI WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET J � UNDER COUNTER DUPLEX OUTLET ® CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER O PRE -WIRED JUNCTION BOX P W PRE -WIRED FAN JUNCTION BOX CEILING MOUNTED LIGHT FIXTURE Avp CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE ATTIC P.C. LGT. ATTIC PULL CHAIN ISF RECESSED LIGHT FIXTURE -� VP RECESSED -VAPOR PROOF LIGHT FIXTURE �_o WALL MOUNTED LIGHT FIXTURE COACH '-O COACH LIGHT (PRE -WIRE AS NOTED) FLOOD LIGHT O 1x4 1'x4' FLUORESCENT LIGHTING O 2x4 2'x4' FLUORESCENT LIGHTING FLUORESCENT STRIP C :a :mm] UNDER CABINET FLUORESCENT STRIP 4 4 WALL MOUNTED INCANDESENT STRIP E.F. EXHAUST FAN Jul E.F. LITE EXHAUST FAN WITH LIGHT S SMOKE & CARBON MONOXIDE DETECTOR O SPEAKER PRE -WIRE ELECTRICAL PANEL E:�:h A/C DISCONNECT �� ELECTRICAL METER ND TELEVISION OUTLET TELEPHONE JACK NETWORK JACK ELECTRICAL NOTES: 1. ELLC I KICAL 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. 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, AS REQ'D. 2nd STY. ELECTRICAL PLAN 1 1 1 1 1 1 1 1 im O LATEST REVISION DATE TO MASTER: 02-20-12 07 00,611- 1 QO Q� U 00 �z �Z~U w5 w� Lo O Lu -Lio Q = U Q �M I..I�. W o0 LL Cq N LL. �w U a Q � O Ow W O �z = � o 07 00,611- 1 QO to U 00 WW �Z~U w5 w� Lo O Lu -Lio Q = U Q �M I..I�. J Z o M LL Cq N LL. � U a Q 07 00,611- DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! '000 P 7 of 14 M/I ORLANDO 1 QO Q 00N Lo O Lu 1= 1 = I..I�. Lu 1 � � O � W DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! '000 P 7 of 14 M/I ORLANDO r. 0 0 0 0 v c a a 0 0 0 a a En M co FIN, -' 4' - O O o 2-#5 BARS CONT. ON CHAIRS TYP.1-STY. SLAB EDGE BRG. WALL O o p qL1'-8" 4 3- 5 BARS COT. ON CHAIRS INT. FRAME BRG. WALL FTG. IN, co-- O O O O 1'-10" 3-#5 BARS CONT. ON CHAIRS 2 TYP.2-STY. SLAB EDGE VERIFYw/ DOOR MAANNUF. SLOPE 0 • • - DRIVE (3) s CONT. WAY ON CHAIRS 16" s SLAB EDGE FTG. AT GARAGE DOOR OPNG. 1'-10" CURB WIDTH AS STATED ON PLANS VARIES VIES SLOPE 0 O 8" 1 #5 CONT. 7 PATIO/ENTRY SLAB EDGE 7 112' CURB VARIESf:77!�F,VARIES 00- #5 BAR 4" S a 3 AT 24" O.C. 4-#5 BARS 2'-0" CONT. ON CHAIRS r3A' RAISED CURB FTG. BTWN" GARAGE INT. WALLS VARIES O ` 1 #5 CONT. s INT. NON-BRG. SLAB STF P n N FTr UNIT "B" UNIT "B" VARIFC 4" 3-15 BARS S CONT. ON 2'-0" CHAIRS INT. BLK. WALL FTG. AT SLAB STEP DN. BTW`N, GARAGE & ADJ. UNIT INTERIOR WALLS #5 BAR 4., a a aAT 24" O.C. 4-#5 BARS 2'-0" CONT. ON CHAIRS s TYPICAL FTG. INT. SEPARATION SWl WALLS BRG. WALL VARIES O O p 3-#5 BARS CONT. ON 1'-8" CHAIRS INT. BRG. WALL FTG. AT SLAB STEP DN. TYPICAL EDGE Z O O PIPING PIPE (6" DIA. MAX.) SLEEVE (DIA. LARGER THAN PIPE) TYP. PIPE THRU FTG, DETAIL AS REQ'D. 8" CMU LANAI SLAB Q OR ENTRY - 4" 3-#5 BARS PAVERS O O CONT.ON 3-#5 BARS 1'-10" CHAIRS CONT. ON DEPTH OF CHAIRS RAISED CURB FTG. I Fl 3 MONOLITHIC SLAB EDGE TO MATCH AT GARAGE EXT, SOIL CEMENT/ WALLS SLOPE 0 O 8" 1 #5 CONT. 7 PATIO/ENTRY SLAB EDGE 7 112' CURB VARIESf:77!�F,VARIES 00- #5 BAR 4" S a 3 AT 24" O.C. 4-#5 BARS 2'-0" CONT. ON CHAIRS r3A' RAISED CURB FTG. BTWN" GARAGE INT. WALLS VARIES O ` 1 #5 CONT. s INT. NON-BRG. SLAB STF P n N FTr UNIT "B" UNIT "B" VARIFC 4" 3-15 BARS S CONT. ON 2'-0" CHAIRS INT. BLK. WALL FTG. AT SLAB STEP DN. BTW`N, GARAGE & ADJ. UNIT INTERIOR WALLS #5 BAR 4., a a aAT 24" O.C. 4-#5 BARS 2'-0" CONT. ON CHAIRS s TYPICAL FTG. INT. SEPARATION SWl WALLS BRG. WALL VARIES O O p 3-#5 BARS CONT. ON 1'-8" CHAIRS INT. BRG. WALL FTG. AT SLAB STEP DN. TYPICAL EDGE Z O O PIPING PIPE (6" DIA. MAX.) SLEEVE (DIA. LARGER THAN PIPE) TYP. PIPE THRU FTG, DETAIL AS REQ'D. 8" CMU STEM j# MONO Q WALL#5 BAR DOWEL AAT EA. REINF. MONO STEM EXTEND STEM WALL FTG. ca W FIN.AM/ GRADE r FA FILLED CELL DEPTH OF REBAR 2'-1" INTO MONOLITHICIH PAVERS ON I Fl W MONOLITHIC SLAB EDGE TO MATCH SLAB EDGEIH SOIL CEMENT/ U El r— � BOT. OF STEM WALL OO SAND BASE _ j4TOP OF FTG. FTGc1l) FIN.. I -1'-1 1/2" A.F.F. Z Z GRADE IM Y 45. •.,� • . STEM WALL m 2'-6" COT 2'-0" CONT CONC. FTG. FTG. KEBABS cn 10 BRICK PAVER DETAIL STEM WALL DETAIL xx STEM WALL FTG. TO MONO 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 v LATEST REVISION DATE TO MASTER: 02-20-12 o0 W U_ DC cW 42 Lu 0 O C O � Q .L U caU)wL ca W o0co cx:) L Q = � U >> W Op J ZN �w� J9C> N Li - r— � � OO W Q = �o cu C O � 00 U .L U caU)wL ca W o0co cx:) L Q = � U >> � M C J ZN J9C> N Li - r— � W � d < Q 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 1 8 of 14 1 11 M/IORLANDO N 1 00 cx:) N Lu _I = W Lu Q cu _� Lu W 0cl) J 52 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 1 8 of 14 1 11 M/IORLANDO 00 acs �m . ,a als aiS cia Ahl safr4 ai3 3j3 A" " " :moi Aji' i A& ACA Ajit V1m1 1 r-. VI\1 1 V %JI.1 I /—A PLUMBING & UNDERGROUND PLAN 1/4" = 1'-0" _ _ _ INDICATES MIN. 2 -HR. FIRE SEPARATION WALL BIM. UNITS. 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. LATEST REVISION DATE TO MASTER: 02-20-12 0 o w �> w Lu U) Lu0 O z 1 � Q WOo U �w� O W C:) `` z _ DC � O Oco -6--t U 0000 Lu c nw� o � _ � H U v Q = ¢ go _U rn 04 J (9 _C N O QLL. 55Lu m Q 1 DO Q 0 N Lo O Lu /w � I = Lu _ 1 � = O w ti p W H OCn -i cn DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! JUL 9 of 14 M/I ORLANDO UNIT "B" UNIT "B" 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-#5 BAR IN "U" LINTELS IS ACCEPTABLE BUT NOT REQUIRED FOR LINTEL SECTIONS 12 AND PR. LINTEL SECTIONS: 8'H. PRECAST "U" LINTEL ON TOP COURSE FILL (MIN.6-1/2' BRG. ON ENDS) 8`H. RECESSED PRECAST - - "U" LINTEL -UNFILLED W/ I_i5� O (MIN. 6-1/2" BRG. ON ENDS) 1R 8"H. KNOCKOUT CMU TOP ` COURSE FILL W/ CONC. & 1-#5 FELT PAPER OR SCREEN 0o o UNFILLED CMU COURSE(S) o cl CN `4 8'H. PRECAST 'U' LINTEL - UNFILLED (MIN. 4' BRG.ON ENDS) 8'H. RECESSED PRECAST 'U' LINTEL -UNFILLED O(MIN. 4' BRG. ON ENDS) 2R �'. 8'H. KNOCKOUT CMU TOPAIL- COURSE FILL W/ CONC. & 1-J.8'H. PRECAST OR PRESTRESSEU' LINTEL -FILL W/ CONIC. & 1 -(MIN. 6-1/2' BRG. ON ENDS) 8'H. RECESSED PRECAST --- 'U' LINTEL -FILL W/ CONC. & 1-J5 O (MIN. 6-1/2' BRG. ON ENDS) 3R :. 8'1-1. KNOCKOUT CMU TOP COURSE FILL W/ CONIC. & 1-5 - CMU COURSE(S) FILL o W/ CONC. o 0 8'H. PRECAST OR PRESTRESSED 'U" LINTEL -FILL W/ CONIC. & 115 (MIN. 6-1/2" BRG. ON ENDS) 8'H. RECESSED PRECAST L - - - - 'U" LINTEL -FILL W/ CONIC. & 1-15 O (MIN. 6-1/2' BRG. ON ENDS) 4R 8"H. KNOCKOUT CMU TOP COURSE FILL W/ /CONC. & 1-15 C> CACI TRRP 180UHOOK C, @ 16O.C. • 8"H. PRECAST OR PRESTRESSED 'U" LINTEL -FILL W/ CONIC. & 1-J5 O(MIN. 6-1/2' BRG. ON ENDS) 5 4"H. CMU FILL w/ CONC 8'H. PRECAST "U" LINTEL ON TOP COURSE FILL W/ CONC. 1-#5 (MIN. 6-1/2' BRG. ON ENDS) O 1st STY. MASONRY PLAN i LATEST REVISION DATE TO MASTER: 02-20-12 oc o00 Lu U w co O c t C � O 0 Q � U z ca 2 H a: co Q N 04 U �_��A Q W Oo LW N U_ � ww Q � OO W Q �z = � T1 1 � o O cu C O 0 to 00 U op � U Lo 5 LLI ca 2 H a: co Q N 04 U �_��A Q O M i LW N U_ U Q � 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 1 10 of 14 1 11 M/IORLANDO 1 00 Q 00 =� N 04 O Lu I = N W W Q � T1 1 � O cu }+ LLI LTJ 0 W J S2 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 1 10 of 14 1 11 M/IORLANDO v • . ■ ■ i Ik 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 CONIC. FILL W/ 1-J5 BAR IN °U" LINTELS IS ACCEPTABLE BUT NOT REQUIRED FOR LINTEL SECTIONS #2 AND 12R. LINTEL SECTIONS: 8"H. PRECAST "U' LINTEL ON TOP COURSE FILL W/ CONC. 1-15 �. (MIN. 6-1/2° BRG. ON ENDS) 8"H. RECESSED PRECAST - - J °U° LINTEL -UNFILLED W/ 1-) O � (MIN. 6-1/2" BRG. ON ENDSS) 1R 8"H. KNOCKOUT CMU TOP COURSE FILL W/ CONC. & 1-15 FELT PAPER OR SCREEN c co o UNFILLED CMU COURSE(S) ry `V 8"H. PRECAST "U" LINTEL - UNFILLED (MIN. 4" BRG.ON ENDS) 8°H. RECESSED PRECAST "U' LINTEL -UNFILLED O(MIN. 4° BRG. ON ENDS) 2R a'. 8'H. KNOCKOUT CMU TOP COURSE FILL W/ CONC. & 1-J5 `D 8"H. PRECAST OR PRESTRESSED °U" LINTEL -FILL W/ CONC. & 1-j5 ! �� (MIN. 6-1/2' BRG. ON ENDS) 8°H. RECESSED PRECAST L — — — — J "U" LINTEL -FILL W/ CONC. & 1-#5 O (MIN. 6-1/2" BRG, ON ENDS) 3R 8'H. KNOCKOUT CMU TOP COURSE FILL W/ CONIC. & 1-J5 - CMU COURSES) FILL o W/ CONC. o c 0 8"H. PRECAST OR PRESTRESSED 'U' LINTEL -FILL W/ CONC. & 1-J5 (MIN. 6-1/2" BRG. ON ENDS) 8"H. RECESSED PRECAST "U" LINTEL -FILL W/ CONC. & 1-15 O (MIN. 6-1/2" BRG. ON ENDS) 4R 8"H. KNOCKOUT CMU TOP COURSE FILL W/ CONC. & 1-15 3 STIRRUPS_ W/ o ACI 180 H 0 16" O.C. • 8°H. PRECAST OR PRESTRESSED "U" LINTEL -FILL W/ CONC. & 1-/5 O(MIN. 6-1/2' BRG. ON ENDS) 4"H. CMU FILL W/ CONC 8'H. PRECAST "U' LINTEL ON TOP COURSE FILL `v W/ CONC. 1-15 26 (MIN. 6-1/2' BRG. ON ENDS) O 2nd STY. MASONRY PLAN LATEST REVISION DATE TO MASTER: 02-20-12 m UU NU I SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 1 1 11 of 14 1 M/I ORLANDO O 00 U 00 �U �Nw"' Q tj i Q = Q L!J F- o U d m m Lo Z o M � J _ _I N i W � Q = UU NU I SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 1 1 11 of 14 1 M/I ORLANDO CV 1 00 Q 00 N Lo 04W J = W W Q 1 ��1 1. O a -=r ED Ld O C/0 UU NU I SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 1 1 11 of 14 1 M/I ORLANDO 0 v PRE-ENGINEERED ROOF TRUSS OR CONV. FRAMED RAFTER \ SIMPSON "HETA20" STRAP AT E.A. TRUSS - NAILS PER SCHEDULE "HETA20" STRAP NAILING SCHEDULE UPLIFTOF NAILS VALUE REQUIRED 1810 ,'9 lOd x 1-112 1200 6'104 x 1-1 2" 800 (4 lOd x 1-1 2"' CMU WALL TYPICAL TRUSS TO -1 BLOCK WALL CONNECTION - 12 f UNLESS OTHERWISE NOTED ON THE PLAN " UPLIFT LOAD REQUIREMENTS OBTAINED FROM SEALED ENGINEERING DRAWINGS FROM TRUSS MANUF- FLOOR TRUSSES AT 24" O.C. MAX. 2x4 CONT. RIM BOARD Oco _§�3 Q AT TOP & BOT. CHORD U � �z TO EA. FLR. Q �co iCONNECT TRUSS W'/ (4)16d NAILS = ;i Q = U SETBACK FACE OF a CJ�o RIM BOARD 1l2" FROM FACE CMU WALL OF BBLOCK 2" MIN. DIMENSION SIMPSON "HETA20" ANCHOR 7- 71 AT EA. FLOOR TRUSS - TO STRAP FROM FILL ALL NAIL HOLES FACE OF BILK. WALL Q TYPICAL �z = � FLR TRUSS 1 BEAM O 2 PERPENDICULAR TO CMU WALL 12 UPLIFT STRAP CONNECTION " UNLESS OTHERWISE NOTED ON THE PLAN 2 or 3 PLY 16" DP. FLAT GIRDER TRUSS PL''-SIMPSON L6UM -8-2 HANGER W/ (6; SDS 11`4"x2 1;/2' .;CR,EWS TO TRUSS (2435 MAX UGLIFY} _, PI -SIMPSON LGUM28 3 HANGER W,/ (6} SDS 1 %4"x2 1/2" SCREWS TO TRUSS (3575 MAX UPLIFT) FLAT GIRDER TRUSS -CONC. BLOCK W'A' CONNECT HANGER TO MJ WALL Wl (6) 1/4"x29 -l'/2" SIMFSON "TITEN HD" 7� TO CMU WALL 12HANGER CONNECTION 20 X -BRACING AT 2x.4 BOX FRAME AT 48" O.C. MAX. W/ OSE \48" O.C. MAX. IN SHEATHING E,A. SIDE (CONNECT TO 2x4 W; f— GABLE END FLR. TRUSS 16" DP. FLOOR FIRST (2 TRUSS BAYS - 8d NAILS AT 6" O.C.) AT FIRST (2} TRUSS OR LAM. BEAM PER PLAN TRUSSES PER PLAN CONNECT EA4WAL ENG a,AYS-CONNECT EA. CORNER 'W (2)lOd PARRALLEL TO WALL AILS �OENAILS —SETBACK FACE OF 16" DP. GABLE END FLR. TRUSS OR TRUSS OR BEAM 1 2" 16" DP. FLOOR FROM FACE OF BL CK TRUSSES W', MID 16" DF. LAM. BEAM FER PLAPJ SPAN BRG.=FILL SETBACK FACE OF RIM CMU WALL ALL NAIL HOLES SIMPSON "HETA20" ANCHORBOARD 1/2" FROM FACE AT 24" O.C. MAX. - PROVDE OF BLOCK 4" DIMENSION TOSOLID 2x4 VERT. BLKG. BTWN. TRUSS TOP STRAP FROM FACE & BOT CHORDS FOR NAILING CONC. �SIMPSON '47A20" CONC. BLOCKROVIDE SIMPSON "HETA20" ANCHOR AT ALTERNATE OF BILK. WALL FILL ALL NAIL HOLES BLK. AT E.A. FLR. TRUSS - 4" O.C. MAX. - PROVIDE SOLID 2x4 BRACING BTWN. WALL FILL ALL NAIL HOLES FROMFACEOF B K: WALON TO L �'' CHORDS BTWN. AILIN NAILING ALL NAIBOT. FLR. TRUSSES CHAR HOLES /\ TYPICAL FLR. TRUSS l BEAM - 3 `\ PERIMETER WALL DETAIL 4 �, 5 FLR. TRUSS TO CMU WALL 12 TRUSSES PARRALLEL TO WALL ; \ PARALLEL TO CMU WALL \\ \\ 12 12 STRAP CONNECTION UPLIFT STRAP CONNECTION MID SPAN BEARING CONDITION ' UNLESS OTHERWISE NOTED ON THE PLAN CMU SEPARATION WALL BTWN. UNITS CONNECTOR VARIES -SEE PLAN FOR INFORMATION—` �SIMPSON "I STA12" OR 0111f'K-1IF "I C19" FI AT CTRAP btAM. I;LNILK 51KAF' ON BUi. OF IKUSS OR BEAM Wf 5" MIN. EMBED FILL' ALL NAIL HOLES ;. s 2ND STY FRAME WALL TO GIRDER 2 OR BEAM STRAP �\ CONNECTION P_Y 16 FLAT GIRDER' T SIMPSON "LS } SDS2.5" ' (21)16d SINKERS TO COLUMN (121 SDS 1/4`x2 1, SCREWS TO GIRD 3.5"xl 0 SIMPSON "HTT16 h i'_-IDCWN Wf 5�8" THREADED RCD TO SLA -SET IN EPDX" FIL1-D HOLE W/ 5" MIN, FMBED FILL ALL NAIL HO'_ES 9 GIRDER TRUSS TO 12 COLUMN TO SLAB CONNECTION LUL BEAM OR GIRDER TRUSS PER PLAN CONC. BLOCK WALL SIMPSON "HTT16" hOLDDOWN W/ 5/8" THREADED ROD TO B(K. WALL -SET IN EPDXY FILLED HOLE W/ 5" MIN. EMBED F:L' ALL' NAIL HOLES \ BEAM GIRDER TRUSS 1\ TO CMU WALL 12 STRAP CONNECTION 16" DP. FLAT GIRDER TRUSS OR 16" OF. FLOOR TRUSS PROVIDE WD. SHIMS AS �\ REO'D TO F,_L GAP BTWN. HANGER .AND TRUSS SIMPSON "H1146" HANGER W'/ (6} 10d 1tA'' S TC RUSS `CONC. BLOCK, WALL CONNECT HANGEP TO CMU WALL W1 (12) 1i`4"x2 3/4" SIMPSON TITK SCREWS o TRUSS TO CMU WALL 12 HANGER CONNECTION 13" DP. FLAT 'FLOOR TRUSS OR 16" D°. FLOOR TRUSS °ROVIDE WD. SHIMS AS \ REQ'D TO FILL GAP BTWId.�� dANGER AND TRUSS SIVPSON HIJ26 OR HU26 2 HANGER W'/ (6) lOd NAILS TO TRUSS TRUSS HANGER -CONC,, BLOCK WALL CONNECT HANGER TO CMU 'WALL W/ f12) I/ 4"x? 3/4" SIMPSON TITEN° SCREWS TO CMU WALL CONNECTION 1st STY. FRAMING PLAN FRAMING PLAN NOTES: 1. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 2. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 3. INDICATES #2 SYP OR BETTER 20 BLKG. 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 TO BE 12" UNLESS OTHERWISE NOTED 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 BRIG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) 6. ALL INTERIOR FRAME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.) 7. FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13" DP. GIRDER TRUSS OR BEAM. 8. 1ST STY. OR 2ND STY. PLUMBING WALL, TOILET, OR FLOOR FITTING. 9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENING AT CENTER OF SPAN 10.PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRIG. HT.) W/ (10) 10d NAILS AT EA. VERT, STUD. 11. PROVIDE 20 LEDGER AS REQ'D. FOR FLOOR DECK NAILING. 12.ALL GIRDERS SHOWN SINGLE PLY. FOR CLARITY - SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF PLIES. DESIGN LOADS: ROOF LOADS: LIVE - 20 PSF. DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.) BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF. WIND SPEED - 120 MPH./3 SEC. GUST EXPOSURE CATEGORY - "C" - ENCLOSED BUILDING TYPE. FLOOR LOADS: LIVE - 40 PSF. DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.) 1 1 1 1 1 1 1 1 LATEST REVISION DATE TO MASTER: 02-20-12 �lJ LE CONNECTING EA. 2ND STY. STUD TO TOP PLATE Oco _§�3 Q CENTER STRAP ON BOT. OF TOP PLATE U � �z CO �c w"' Q �co _ = ;i Q = U Q W o ci04 a CJ�o Woo OQ CV LL �wrif W U d 7- 71 BOO W Q LLo �z = � � O WDW. OPENING w PER PLAN W DBL. STRAP AT �>�/ LL EA. SIDE OF OPNG. W (--' 0 c p J W it t' CIRDER TRUSS OR ' JL / BEAM PER FLAN - SIMPSOPd "HTT16" W'/ SIMPSON "LSTA12" OR QUICK -TIE "LS12" FLAT STRAP 5/18" THREADED ROD / !' CONNECTING EA. 2ND STY. STUD TO GIRDER TRUSS OR TO BILK. WALL-SEIN btAM. I;LNILK 51KAF' ON BUi. OF IKUSS OR BEAM Wf 5" MIN. EMBED FILL' ALL NAIL HOLES ;. s 2ND STY FRAME WALL TO GIRDER 2 OR BEAM STRAP �\ CONNECTION P_Y 16 FLAT GIRDER' T SIMPSON "LS } SDS2.5" ' (21)16d SINKERS TO COLUMN (121 SDS 1/4`x2 1, SCREWS TO GIRD 3.5"xl 0 SIMPSON "HTT16 h i'_-IDCWN Wf 5�8" THREADED RCD TO SLA -SET IN EPDX" FIL1-D HOLE W/ 5" MIN, FMBED FILL ALL NAIL HO'_ES 9 GIRDER TRUSS TO 12 COLUMN TO SLAB CONNECTION LUL BEAM OR GIRDER TRUSS PER PLAN CONC. BLOCK WALL SIMPSON "HTT16" hOLDDOWN W/ 5/8" THREADED ROD TO B(K. WALL -SET IN EPDXY FILLED HOLE W/ 5" MIN. EMBED F:L' ALL' NAIL HOLES \ BEAM GIRDER TRUSS 1\ TO CMU WALL 12 STRAP CONNECTION 16" DP. FLAT GIRDER TRUSS OR 16" OF. FLOOR TRUSS PROVIDE WD. SHIMS AS �\ REO'D TO F,_L GAP BTWN. HANGER .AND TRUSS SIMPSON "H1146" HANGER W'/ (6} 10d 1tA'' S TC RUSS `CONC. BLOCK, WALL CONNECT HANGEP TO CMU WALL W1 (12) 1i`4"x2 3/4" SIMPSON TITK SCREWS o TRUSS TO CMU WALL 12 HANGER CONNECTION 13" DP. FLAT 'FLOOR TRUSS OR 16" D°. FLOOR TRUSS °ROVIDE WD. SHIMS AS \ REQ'D TO FILL GAP BTWId.�� dANGER AND TRUSS SIVPSON HIJ26 OR HU26 2 HANGER W'/ (6) lOd NAILS TO TRUSS TRUSS HANGER -CONC,, BLOCK WALL CONNECT HANGER TO CMU 'WALL W/ f12) I/ 4"x? 3/4" SIMPSON TITEN° SCREWS TO CMU WALL CONNECTION 1st STY. FRAMING PLAN FRAMING PLAN NOTES: 1. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 2. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 3. INDICATES #2 SYP OR BETTER 20 BLKG. 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 TO BE 12" UNLESS OTHERWISE NOTED 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 BRIG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) 6. ALL INTERIOR FRAME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.) 7. FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13" DP. GIRDER TRUSS OR BEAM. 8. 1ST STY. OR 2ND STY. PLUMBING WALL, TOILET, OR FLOOR FITTING. 9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENING AT CENTER OF SPAN 10.PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRIG. HT.) W/ (10) 10d NAILS AT EA. VERT, STUD. 11. PROVIDE 20 LEDGER AS REQ'D. FOR FLOOR DECK NAILING. 12.ALL GIRDERS SHOWN SINGLE PLY. FOR CLARITY - SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF PLIES. DESIGN LOADS: ROOF LOADS: LIVE - 20 PSF. DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.) BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF. WIND SPEED - 120 MPH./3 SEC. GUST EXPOSURE CATEGORY - "C" - ENCLOSED BUILDING TYPE. FLOOR LOADS: LIVE - 40 PSF. DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.) 1 1 1 1 1 1 1 1 LATEST REVISION DATE TO MASTER: 02-20-12 �lJ LE DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! 1� AIR' 12 of 14 M/l ORLANDO � Oco _§�3 Q U � �z CO �c w"' Q �co _ = ;i Q = U Q W o ci04 a CJ�o Woo OQ CV LL �wrif W U d Q BOO W Q LLo �z = � � O DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! 1� AIR' 12 of 14 M/l ORLANDO Oco _§�3 N U � .L U CO �c w"' Q �co _ = ;i Q = U Q W o ci04 a CJ�o ch �J OQ CV LL c— W U d Q DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! 1� AIR' 12 of 14 M/l ORLANDO N 1 00 Q Ln CNN UJ Q 1 � O w W �>�/ LL � W (--' 0 c p J W DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! 1� AIR' 12 of 14 M/l ORLANDO INDICATES AREA WITH 7116" FIRE RETARDANT TREATED INDICATES AREA WITH 7116" FIRE RETARDANT TREATED WOOD ROOF SHEATHING- WOOD ROOF SHEATHING- 11 ""'_E K.G. BLOCKS ) #5 0 EA. COURSE 8" x 4" TITEN HD x 2 1J2°SDS SCREWS R LGUM410 HANGER 6�, #7 GIRDER TRUSS ��'CONNECTION DETAIL SIMPSON "H-10" TIE AT EA. TRUSS - FILL ALL HOLES WITH 8-d x 1 1/2" NAILS (1) "H-10" STRAP FOR UPLIFT, UP TO 850 LBS. (2) "MTS -12" STRAPS FOR UPLIFTS BTWN. 860 AND 1720 LBS. ADD'L. STRAP TO BE INSTALLED ON OPPOSITE SIDE OF TRUSS CPREENGINEERED ROOF TRUSS OR CONV. FRAMED RAFTER CONT. DBL RI FRAME BEARING WALL, 2x. TOP PLATE -' BEAM, OR GIRDER TRUSS TYPICAL TRUSS TO FRAME WALL, BEAM, OR FLAT GIRDER TRUSS UPLIFT STRAP CONNECTION UNLESS OTHERMv1SE NOTED 4N THE PLAN ' SEE TYPICAL WALL SECTION FOR PLATE Ti STUD CONNECTION UPLIFT LOAD REQUIREMENTS OBTAINED FROM SEALED ENGINEERING DRAWINGS FROM TRUSS MANJF. Roof Girder Connector Schedule I Plan ConnectorUplift 0 Max. Max. Gra�i Z Mark Manuf. Model No. Q Load Load Fasteners / Remarks c a= QW=C=) >c W Oo 1 SIMPSON MTS12 2 1720 = (14) 10d x 1-1/2" EA. 2 SIMPSON LGT2 1 1785 _ (14) 16d SINKERS AT WALL I z T1 i � (16) 16d SINKERS AT GIRDER 3 SIMPSON MGT 1 3330 .�J (1) 5/8" DIAM. BOLT & (22)-10d HDU4 1 3600 (10) - 114" x 2 1/2" SDS SCREWS ' 4 SIMPSON HU28 1 575 2450 T4" x 314" TO �6ZTITEN 11 2 CMU --------- 4 10d x 1 1/2" TO TRUSS 5 91 111N HU28-2 1 1085 4350 21-_TITEN 1/4" x 2 3/4" TO CMU 6 10d TO TRUSS 6 SIMPSON HU410 1 1810 5085 18) - TITEN 1/4" x 2 3/4" TO CMU 10 10C 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 1L5/8" DIAM. BOLT TO CMU — OR------ — -- ---- 08)16dTOSTUD MSTCM40 1 3300 8L TITEN 1/4_x 2 3/4" TO CMU 22 16d SINKERS TO STUD 2nd STY. FRAMING PLAN- A 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 20 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. IST STY. OR 2ND STY. PLUMBING WALL OR TOILET FLOOR FITTING. 9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENING AT CENTER OF SPAN 10. PROVIDE 202 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD. 11. PROVIDE 2x4 LEDGER AS REO'D. FOR FLOOR DECK NAILING. 12. SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES 0 GIRDERS 13. PROVIDE MIN. 2 STUDS 0 GIRDER TRUSS LOCATIONS. DESIGN LOADS: ROOF LOADS: LIVE - 20 PSF. DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.) BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF. WIND SPEED - 120 MPH./3 SEC. GUST EXPOSURE CATEGORY - "C" - ENCLOSED BUILDING TYPE. FLOOR LOADS: LIVE - 40 PSF. DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.) LATEST REVISION DATE TO MASTER: 02-20-12 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! 1 1 13 of 14 1 M/I ORLANDO 0 Q F_ Z �U z uj o0�m 00 Lo c a= QW=C=) >c W Oo N �w� w Q = M 0 W Q I z T1 i � O O .�J CU DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! 1 1 13 of 14 1 M/I ORLANDO 0 co ao Z �U �U-)w`n uj o0�m 00 Lo c a= QW=C=) >c �Zo� V_ J Lu N �_ w Q = DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! 1 1 13 of 14 1 M/I ORLANDO 1 OO Q 00 Lo N O Lu > I = W W Q I T1 i O .�J CU a) LTJ Q DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! 1 1 13 of 14 1 M/I ORLANDO U Bing WaU i* ---2 HR. reg Wal Wng---2 HR .... awrr..u�. e�m. .w .+•�...w.� +...r. �^--'^ -- •--- -.nom. ,.ter .wt1.► 7t.� �• �" JW A, -.0s, # # . CZD.' ' 5�+ cite K Wki= desigm Csfficadw 0-2 (2 ho- 5" Ewwnft Itodim ahwn foIr Ist I*wA*dmnm tm" � �p" 1 ►(by. n� ) VIS J* cd, I �d t� so o ranma��-- -teadamt- ff a", a" caclAusth _ _a* in TOU4 plaftw or� t[ dip sUming�mow'ano. I- cImrde bWm j1hm i; .h+c WWf weauffimp, or " t aftoded 10 ffla 1 SLOW ThwM.=A FORM & POUR RAKED TIE BEAM �•� (1)#5 BAR CONT.W/ a 2" CLEARANCE TYP. 1 .. STEP BLOCK WALL AS REQUIRED TO MAINTAIN MIN. 8' DEPTH FOR e e RAKE TIE BEAM 30" LONG #5 BAR - 2" CLEARANCE FROM BOT. OF OVERHANG 10 1/2,. e a BEND BAR ENDS TO TIE TOGETHER d -8x&16 CONC. KNOCKOUT BLK. COURSE BOND BEAM J 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 r8_RAKE TIE BEAM DETAIL 14 3/4"=1'-0" WWI SAWCUT OUT BLOCK END CELL FACE TO INCREASE POUR DEPTH AT CENTER OF WALL AT OVERHANGS 8x8x16 BLOCK WALL PER PLAN SPRING POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED & POURED OVERHANG SIDE TO SIDE 5:12 SLOPE TO TOP OF 12 RAKE TIE BEAM5 r N— d 11'-1 15/32" 62'-4 1/8' d� 4 SEE PLANS FOR LOCATION OF • VERTICAL REINFORCED BLOCK CELLS - 12 HILL SOLID W/ CONC. & 1#5 BAR CONT. 5 FROM FTG. TO TOP OF RAKE TIE BEAM a y 2'-0" d � 0 00 INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONIC. & 2#5 BARS CONT. TOP OF SLAB +0'-0" (REF. ELEV. 12 INDICATES FORMED AND POURED 5 RAKE TIE -BEAM MIN. 8' DP. W/ 115 BAR CONT. d .s S-4" '-0' a .e �111T�/I/I/II1/1/�T1T1IlI/IlI/� �lI/I/ • INDICATES SINGLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT. c o °° -co SEE PLANS FOR LOCATION OF � ; _ VERTICAL REINFORCED BLOCK CELLS - FILL SOLID W/ CONC. & 115 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM o L INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - RLL SOLID W/ CONC. & 2#5 BARS CONT. co SEE PLANS FOR LOCATION OF VERTICAL REINFORCED BLOCK CELLS - FILL SOLID W/ CONC. & 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" & "A"FROM LEFT SIDE \u iin"=r_m1 SPRING POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED & POURED OVERHANG INDICATES FORMED AND POURED , ' INDICATES FORMED AND POURED RAKE TIE -BEAM MIN. 8" DP.d • . RAKE TIE -BEAM MIN. 8" DP, W/ 1#5 BAR CONT. •d W/ 115 BAR CONT. ' • SEE PLANS FOR LOCATION OF VERTICAL REINFORCED BLOCK CELLS - 12 FILL SOLID W/ CONC. & 1#5 BAR CONT. 12 5 FROM FTG. TO TOP OF RAKE TIE BEAM —I 5 :6 , ._ 2'-0' 2'-0' d • ./' /�//-/�J T�T/]/�/ /�J T�T//�//�/j T/ /�/ TT/ /�J/ /�J TT/ /�// /�J ° d a .. INDICATES SINGLE 8x8xi6 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 115 BAR CONT. 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 DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. TOP OF SLAB +0'-0" (REF. ELEV. co 0 ('2 SEPARATION WALL ELEVATION BTWN. UNITS "B" 8 "B" AND "C" & "B" FROM LEFT SIDE �inJ 1,4•_r-0 INDICATES FORMED AND POURED SIDE TO SIDE RAKE TIE -BEAM MIN. 8" DP. 5:12 SLOPE TO TOP OF W/ 1#5 BAR CONT. INDICATES FORMED AND POURED RAKE TIE BEAM RAKE TIE -BEAM MIN. 8" DP. 7'-5 13/16° 9-11 1/4° W/ 1 #5 BAR CONT. ° • <� , d ° SEE PLANS FOR LOCATION OF SPRING POINT 12 VERTICAL REINFORCED BLOCK CELLS - FOR 5:12 SLOPE 5 FILL SOLID W/ CONC. & 115 BAR CONT RAKE TIE BEAM 2'-0' FROM FTG. TO TOP OF RAKE TIE BEAM 9 ' • /T T111 T1T1T111 T1T1T1T1 T1.� T1T1T111 T1T1T1T� FORMED & POURED OVERHANG 0 00 co 0 INDICATES DOUBLE 8x8xi6 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. TOP OF SLAB +0'-0' (REF. ELEV. 00 0 INDICATES SINGLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT, INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. TOP OF SLAB +0'-0" (REF. ELEV 3 � SEPARATION WALL ELEVATION BTWN. UNITS "C" & "B" - ELEV. A SPRING POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED & POURED OVERHANG SPRING POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED & POURED OVERHANG o \ i i 00 5'-10" 12 —� 5 a. co o SPRING POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED & POURED OVERHANG SPRING POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED & POURED OVERHANG INGLE 8x8x16 CONC KNOCKOUT BLOCK COURSE CIO BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT LATEST REVISION DATE TO MASTER: 02-20-12 O O� U_ DC W U) LLJ2 O w W 0 W � 0 op�cfl 2 H �mcnR�, = QW =o Q V A NM 1..L O_ i¢ W W N W o m Q ZZ 1 QO (Do N 1 L.0 O ui uj Q � 1 O 4-1 cu w �>N I..I� 0 W H =) b co J cj) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFlCATION! ' 14 of 14 MII ORLANDO QZ H 321m WOp >C) � � OO W > = z � o O w W 0 W � 0 op�cfl 2 H �mcnR�, = QW =o Q V A NM 1..L O_ i¢ W W N W o m Q ZZ 1 QO (Do N 1 L.0 O ui uj Q � 1 O 4-1 cu w �>N I..I� 0 W H =) b co J cj) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFlCATION! ' 14 of 14 MII ORLANDO FLORIDA PRODUCT APPROVAL SCHEDULE TAPCON INSTALLATION ANCHOR CHART PRODUCT CATEGORY SUB -CATEGORY MANUFACTURER DESCRIPTION STATE OF FLORIDA APPROVAL NUMBER STRUCTURAL COMPONENT CONNECTOR SIMPSON STRONG -TIE CO. "H' SERIES HURRICANE TIES FL474 CONNECTOR SIMPSON STRONG -TIE CO. L SERIES ANGLE CUPS FL474 CONNECTOR SIMPSON STRONG 11E CO. AB SERIES POST BASES FL474 CONNECTOR SIMPSON STRONG -TIE CO. ABU SERIES POST BASES FL474 CONNECTOR SIMPSON STRONG -TIE CO. 'PC" SERIES POST CAPS FL474 CONNECTOR SIMPSON STRONG -TIE CO. "EPC" SERIES POST CAPS FL474 CONNECTOR SIMPSON STRONG -TIE CO. HUC" SERIES HANGERS FL1218 CONNECTOR SIMPSON STRONG -TIE CO. "HUS' SERIES HANGERS FL474 CONNECTOR SIMPSON STRONG -TIE CO. "HHUSC' SERIES HANGERS FL474 CONNECTOR SIMPSON STRONG -TIE CO. "LUS' SERIES HANGERS FL474 CONNECTOR SIMPSON STRONG -TIE CO. LSTA SERIES FLAT STRAP TIES FL1901 CONNECTOR SIMPSON STRONG -TIE CO. MTS SERIES TWIST STRAPS FL474 CONNECTOR SIMPSON STRONG -TIE CO. MTSM SERIES TWIST STRAPS FL1423 CONNECTOR SIMPSON STRONG -TIE CO. SP SERIES STUD PLATE TIES FL474 CONNECTOR SIMPSON STRONG -TIE CO. SPH SERIES STUD PLATE TIES FL538 CONNECTOR SIMPSON STRONG -TIE CO. 'LTP" SERIES PLATE TIES FL474 CONNECTOR SIMPSON STRONG -TIE CO. TA SERIES TRUSS ANCHORS FL1423 CONNECTOR SIMPSON STRONG -TIE CO. HETI SERIES TRUSS ANCHORS FL1901 CONNECTOR SIMPSON STRONG -TIE CO. 'HGT' SERIES GIRDER TIEDOWNSFL474 (2) CONNECTOR SIMPSON STRONG -TIE CO. MG SERIES GIRDER TIEDOWNS FL1423 CONNECTOR SIMPSON STRONG -TIE CO. LGT SERIES GIRDER TIEDOWNS FL1423 CONNECTOR SIMPSON STRONG -TIE CO. 'HTT' SERIES TENSION TIES FL503 CONNECTOR SIMPSON STRONG -TIE CO. HD SERIES HOLDDOWN ANCHORS FL503 CONNECTOR SIMPSON STRONG -ME CO. PAD SERIES HOLDDOWN ANCHORS FL503 CONNECTOR UNITED STEEL PRODUCTS LPTA SERIES TRUSS ANCHORS FL859 CONCRETE LINTEL LOTT CONCRETE PRODUCTS PRECAST LINTEL BEAM SECIONS FL1441 CONCRETE LINTEL WEKIWA CONCRETE PRODUCTS PRECAST LINTEL BEAM SECIONS FL1418 ENGINEERED WOOD TRUSS -JOIST LAMINATE BEAMS & COLUMNS FL1630 ENGINEERED WOOD GEORGIA PACIFIC LAMINATE BEAMS & COLUMNS FL2023-RI ENGINEERED WOOD BOISE CASCADE LAMINATE BEAMS & COLUMNS FL1644-RI ROOFING ASPHALT SHINGLES CERTAINTEED FIBERGLASS LAMINATED SHINGLES FL54,14 ROOF TILE MONIER CONCRETE ROOF TILE FL560-RI ROOF TILE HANSONCONCRETE ROOF TILE FL3505-RI ROOF TILE HANSON CONCRETE ROOF TILE FL3506-RI SOFFIT ALUMINUM KAYCAN LID 1 ALM 4 EXTERIOR DOORS -cm-ow-SINGLE SLIDING FLORIDA EXTRUDER - MILESTONE ALUM. SLIDING GLASS DOORS FL45-R2 SUDING SIMONTON ALUM. SLIDING GLASS DOORS FL5350 SWINGING MASONITE FIBERGLASS ENTRY DOOR FL4668 SWINGING MASONITE FIBERGALSS PANEL DOORS FL4668 SVANGING MASONITE FIBERGLASS FRENCH DOORS FL4668 SECTIONAL CLOPAY BUILDING PRODUCTS CO. RESIDENTIAL SECTIONAL GARAGE DOOR FL3026-RI HUNG FLORIDA EXTRUDER - MILESTONE 79MINUM SINGLE HUNG WINDOW - 1742 HORIZONTAL SLIDER FLORIDA EXTRUDER - MILESTONE ALUMINUM HORIZONTAL SLIDING WINDOW FL43R2 FIXED FLORIDA EXTRUDER - MILESTONE ALUMINUM FIXED CLASS YWNDOW FL44R2 MULLIONS FLORIDA EXTRUDER - MILESTONE ALUMINUM EXTRUSION FL3136-RI FIXED GLASS BLOCK PITTSBURG CORNING CORP. GLASS UNIT MASONRY INSTALL W MORTAR FL1363 SINGLE HUNG SIMONTON WINDOWS ALUMINUM SINGLE HUNG WINDOW FL5459 HORIZONTAL SUDER SIMONTON WINDOWS ALUMINUM HORIZONAL SUDING VANDOW FL5458 FIXED SIMONTON WINDOWS ALUMINUM FIXED GLASS WINDOW FL5460 N r Lo r HEIGHTS OF #2 STUDS EXTERIOR FRAME WALLS ONLY - EXPOSURE C TAPCON INSTALLATION ANCHOR CHART STUD SIZE, MAIL., AND O.C. SPACING MAX HT. STUD SIZE, MAIL., AND O.C. SPACING MAX. HT. 2x4 SPF AT 16" O.C. 6'-6" 2x6 SPF AT 16" O.C. 10'-0" 2x4 SPF AT 12" O.C. 7'-6' 2x6 SPF AT 12' O.C. 11'-6' 20 SYP AT 16" O.C. I 9'-0" I 2x6 SYP AT 16" O.C. 13'-6' 2x4 SYP AT 12" O.C. 10'-4' 2x6 SYP AT 12" O.C. 15'-0' -- FOR INTERIOR BEARING WALLS: 2x4 SPF AT 16" O.C. - MAX. WALL HT. 11'-1" O.C. 24 SPF AT 12" O.C. - MAX. WALL HT. 12'-3" O.C. 2x6 SPF AT 16" O.C. - MAX. WALL HT. 17'-9' O.C. -- FOR ALL FRAME BEARING WALLS OVER 10' HIGH, PROVIDE SOLID 2x BLOCKING AT 4'-0" O.C. MAXIMUM 0 I. LULA IIVNV) t LN INUIVIUUAL WUW. UVNG UIMtNNUN NUI MULLtD WDW. OPNG. DIMENSION 2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C. 2x HDR. PLATE OR EXTERIOR WD. HDR. SHEATHING 2 LAYERS OF 7/16" O.S.B. OR �1� LAYER OF 3/4" PLYWD. CONNECT W/ (2)8d NAILS AT 16" O.C. BUILT UP WOOD HDR. OR 2x HDR. PLATE EXTERIOR SHEATHING 2x CRIPPLE STUDS AT 16" O.C. BTWN. SILL PLATE & BOT. PLATE OR HDR. & HDR. PLATE 2x HDR. OR SILL PLATE OR HDR. JACK ATTACH WDW./DOOR PER MANUF. SPEC ICATTONS SILL / JAMB / HEAD 2" MAX. FRAME WALL OPNG. WDW./DOOR DETAILS GROUT BLOCK SOLID AS SHOWN - EXTEND GROUT CONTINUOUS TO THE NEAREST REINFORCED CELLS BEYOND THE LOCATION OF THE MAXIMUM 2" BLOCK OVERHANG (FILL TO BOTTOM OF WINDOW SILL AT LOCATIONS WHERE SILL IS LESS THAN 2'-0" ABOVE TOP OF SLAB) OVERHANGING BLOCK REPAIR DETAIL TAPCON INSTALLATION ANCHOR CHART 10 FOR BLOCK OPNGS. W/ BUCKS 1 1/2" THICK OR GREATER HEADER LOAD CONDITION WIDTH WIDTH WIDTH STAGGERED UNLESS OTHERWISE NOTED. THIRD AND WIDTH D F E F D D E D D E D (2)2x8 24" O.C. 8" A # OF NAILS NUMBER OF PLYS MAX. MAX. 8" A 8" A SIZE PER ROW - C MAX. C AX. C - 10d x 31. 10d x 31. B g = C WDW. C B WDW. WDW. C = V3/16- MAXIMUM 2 3/4' BUILT UP OPNG. OPNG. OPNG. 2x6 SGD OR A A A x -M EXT. DOOR SILL /MULL SILL /MULL = N OPNG. SINGLE WDW. OR MULTIPLE SIDE 3 28.8 STACKED WDW. BY SIDE WDWS. (2) 1 O x 31 W/ MULL BTWN. ® M MULL BTWN. ®co OVER BLOCK-/ BLOCK JAMB / HEAD INSTALL WDW./DOOR SCREW X WDW. OPNG, LOCATIONS WDW. OPNG. LOCATIONS HEIGHT IN HEAD �1 WIDTH IN HEAD Ql 0 16" O.C. IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER WITH 1/2" DIAM. THRU-BOLTS AT 16' O.C. VERTICALLY WITH EXTERIOR DOOR THICKNESS 1112" OR GREATER UP TO 40" A UP TO 40" D PRECAST CONC. OPENINGS 40.01" TO 60" A, B 40.01" TO 60" D , E 60.01" TO 80" A , C 60.01" TO 80" D , F 80.01" TO 100" A , B , C 80.01" TO 100" D , E , F I. LULA IIVNV) t LN INUIVIUUAL WUW. UVNG UIMtNNUN NUI MULLtD WDW. OPNG. DIMENSION 2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C. 2x HDR. PLATE OR EXTERIOR WD. HDR. SHEATHING 2 LAYERS OF 7/16" O.S.B. OR �1� LAYER OF 3/4" PLYWD. CONNECT W/ (2)8d NAILS AT 16" O.C. BUILT UP WOOD HDR. OR 2x HDR. PLATE EXTERIOR SHEATHING 2x CRIPPLE STUDS AT 16" O.C. BTWN. SILL PLATE & BOT. PLATE OR HDR. & HDR. PLATE 2x HDR. OR SILL PLATE OR HDR. JACK ATTACH WDW./DOOR PER MANUF. SPEC ICATTONS SILL / JAMB / HEAD 2" MAX. FRAME WALL OPNG. WDW./DOOR DETAILS GROUT BLOCK SOLID AS SHOWN - EXTEND GROUT CONTINUOUS TO THE NEAREST REINFORCED CELLS BEYOND THE LOCATION OF THE MAXIMUM 2" BLOCK OVERHANG (FILL TO BOTTOM OF WINDOW SILL AT LOCATIONS WHERE SILL IS LESS THAN 2'-0" ABOVE TOP OF SLAB) OVERHANGING BLOCK REPAIR DETAIL TAPCON PER SCHEDULE MIN. \>C I � � EXT. EXT. FACE FASTENER SCHEDULE FOR 10 BUILT UP STUD COLUMNS HEADER LOAD CONDITION VERTICAL SPACING OF FASTENERS AT 8" O.C. 40 STAGGERED UNLESS OTHERWISE NOTED. THIRD AND 60 FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF 2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL (2)2x8 BE 2 112- AND MINIMUM EDGE DISTANCE SHALL BE 1 ". STUD # OF NAILS NUMBER OF PLYS (2) PLYS (3) PLYS (4) PLYS SIZE PER ROW 2x4 (1) 10d x 31. 10d x 31. 10d X 31 OR 1/2' DIAM. 2nd FLOOR ONLY V3/16- MAXIMUM 2 3/4' BUILT UP OR CMU JAMB BOLT ®16" O.C. 2x6 (2)10d x 3"L. 1 O x 3"L. 10d X 3"L. OR 3'-0' 2 DIA. TAPCONS. BUCK / BLOCK 1/2" DIAM.BOLT 2 TAPCON LENGTH MUST BE 3 28.8 ®16" O.C. 2x8 (2) 1 O x 31 1 O x 31 10d X 31 OR OVER BLOCK-/ BLOCK JAMB / HEAD INSTALL WDW./DOOR SCREW 1/2' DIA. BOLT DRYWALL ANCHOR INTO BUCK PER 0 16" O.C. IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER WITH 1/2" DIAM. THRU-BOLTS AT 16' O.C. VERTICALLY WITH HEAD/JAMB FOR BUCK THE SAME NUMBER OF BOLTS PER ROW AS NAILS TAPCON PER SCHEDULE MIN. \>C I � � EXT. EXT. FACE (2)1 Od x 1 112' AT 24" O.C. FOR BUCK BUILT 10 15 HEADER LOAD CONDITION UP 40 50 60 TO 2 1/2" THICK PROVIDE 2x P.T. AGAINSTOR (2)2x8 BLOCK FOR BUILT UP BUCKS (2)8d x 2 1/2" AT 24" 2' THICK OR MORE O.C. FOR BUCK BUILT UP BUILT UP BUCK DETAIL 21/2" THICK OR MORE THICKNESS 11/2" OR GREATER PRECAST CONC. 5-4" 2 6'-8" MIN. 2 1/2" WIDE BUCK - LINTEL ABV. OPNG. 2 2nd FLOOR ONLY V3/16- MAXIMUM 2 3/4' BUILT UP OR CMU JAMB 2 5'-5" 2 THICKNESS - CONNECT W/ CAULK BTWN. 2nd FLOOR &ROOF 3'-0' 2 DIA. TAPCONS. BUCK / BLOCK 4'-8" 2 TAPCON LENGTH MUST BE 3 28.8 28.3 27.9 SUFFICIENT TO ACHIEVE MIN. CEMENT FINISH /'' 1 1/4" EMBEDMENT INTO OVER BLOCK-/ BLOCK JAMB / HEAD INSTALL WDW./DOOR SCREW DRYWALL ANCHOR INTO BUCK PER INSTALLATION DETAILS HEAD/JAMB FOR BUCK THICKNESS 1112" OR GREATER INSTALL WDW./DOOR TAPCON PRECAST CONC. ANCHOR INTO BLOCK PER LINTEL ABV OPNG I I INSTALLATION DETAILS OR CMU JAMB CAULK BTWN. BUCK / BLOCK CEMENT FINISH OVER BLOCK MIN. 2 1/2" WIDE BUCK - MAXIMUM BUILT UP THICKNESS MUST BE LESS THAN 1 1/2" CONNECT W/ SPIRAL NAILS AT 16" O.C. L HEAD/JAMB FOR BUCK THICKNESS LESS THAN 11/2" CEMENT FINISH ATTACH WDW./DOOR PER OVER BLOCK MANUF. SPECIFICATIONS PRECAST CONC. SILL SILL ' BLOCK WALL OPNG. WDW./DOOR BUCK DETAILS ALL WINDOWS AND WALK DOORS SHALL HAVE A MAX. DESIGN PRESSURE OF 34.7 PSF. PRESSURE BASED ON MINIMUM COMPONENT EFFECTIVE AREA OF 10 S.F. - PRESSURES MAY BE REDUCED FOR THE ACTUAL EFFECTIVE WDW./ DOOR AREA AS STATED ON "COMPONENT AND CLADDING MIN. DESIGN WIND LOAD PRESSURE" CHART ON THIS SHT. ALL BLK. CELLS ABV. LINTEL TO BE CONC. FILLED PRECAST LINTEL PER PLAN ACROSS OPNG, 2x6 P.T. FROM BOT. OF LINTEL TO TOP OF WALL - CENTER ON OPNG. FASTEN TO BLOCK W/ 1/2" J -BOLT W/ 2" SQ. WASHER 2x6 OR 2x4 P,T. W/ CONC. NAILS AT 12' O.C. ACROSS TOP OF OPNG. - �EXTEND JAMB 14" MIN. 2x6 P.T. BUCK AT GARAGE DOOR JAMBS FASTE TO BLOCK W/ 1/2" DIA. X 6' J -BOLTS AT 24" O.C. MAX. W/ 2' SQ. WASHERS AT EA. SIDE OF OPNG. / X Q 4" MIN. EDGE ADIST.� 0 m� GARAGE DOOR MASONRY OPENING GARAGE DOOR DETAIL DESIGN LOADS: EXP. "C" 8'-0" W. DOOR +32.5 PSF & -41.0 PSF 16'-0" W. DOOR +30.8 PSF & -37.7 PSF EXP. "B" 8'-0" W. DOOR +23.2 PSF & -29.3 PSF 16'-0" W. DOOR +22.0 PSF & -26.9 PSF WOOD HEADER SCHEDULE MAXIMUM CLEAR SPAN FOR LOAD BEARING FRAME WALLS SIZES NOTED ON PLANS TO SUPERCEDE VALUES SHOWN ON THIS SCHEDULE COMPONENT EFFECTIVE AREA Q 10 15 HEADER LOAD CONDITION HEADER SIZE 40 50 60 (2)2x6 NJ (2)2x8 NJ (2)2x10 NJ (2)2x12 NJ ROOF ONLY 4'-0' 2 5-4" 2 6'-8" 2 7'-6" 2 2nd FLOOR ONLY 3'-6" 2 4'-5' 2 5'-5" 2 6'-3" 2 2nd FLOOR &ROOF 3'-0' 2 3'-10" 2 4'-8" 2 5'-5" 3 "NJ" = MINIMUM NUMBER OF JACK STUDS REQ'D. AT EA. END UNLESS OTHERWISE NOTED ON THE PLAN ALL STRUCTURAL HEADERS TO BE #2 OR BETTER S.Y.P. ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER CONSTRUCTION NOTES 1. APPLICABLE CODES: - FLORIDA BUILDING CODE 2007 - RESIDENTIAL - FLORIDA BUILDING CODE SUPPLEMENT - RESIDENTIAL 2008 - NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELINGS, NFPA 7OA; 2007. 2. SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE BUILDER/ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY CONTRACTOR AS REQUIRED TO SAFELY PERFORM THE WORK. TERMITE PROTECTION 1. TERMITE PRETREATMENT MALL MAKE USE OF BORA-CARE TERMITICIDE. THE BORA-CARE TERMITICIDE TREATMENT IS REGISTERED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES AS REQUIERED BY THE FLORIDA BUILDING CODE 2007 - RESIDENTIAL. 2. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY MAY BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES'. FOUNDATION NOTES 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000 PSF. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS OBTAINED PRIOR TO FOOPNG PLACEMENT. 2. FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. J. AS REQUIRED BY THE LOCAL MUNICAPILITY BUILDING DEPARTMENT, A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL ON THE SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONCRETE NOTES 1. CONCRETE STRENGTH MALL BE 2500 PSI AT 28 DAYS AND IN ACCORDANCE WITH A.C.I. 318-95. 2. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM A615 GRAFE 40. 3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM A185. CONCRETE MASONRY NOTES 1. CONCRETE MASONARY WORK SHALL BE IN ACCORDANCE WITH A.C.I. 530/ASCE 5/TMS 402. 2. CONCRETE MASONARY UNITS SHALL BE IN CONFORMANCE WITH ASTM C90, GRADE N, TYPE II ASTM C140 AND SHALL HAVE A COMPRESSIVE STRENGTH OF 2000 PSI MINIMUM BASED ON THE NET GROSS SECTIONAL AREA. 3. COARSE GROUT SHALL BE IN CONFORMANCE WITH ASTM C476. 4. MORTAR SHALL BE TYPE 'M" OR "S' IN ACCORDANCE WITH ASTM C270. 5. ALL MASONARY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 6. PROVIDE 8' PRECAST CONCRETE LINTELS ABOVE ALL MASONARY OPNGS. ALL LINTEL FOR OPNGS. OVER 5-6" SHALL BE GROUTED SOLID W/ 8' STANDARD BRG, EA. END U.N.O. (4" MIN. BEARING REQ'D.) PRE-ENGINEERED WOOD TRUSSES 1. ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENERS' AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 2. THE TRUSS MANUF. SHALL VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. ANY DEVIATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO THE ATTENTION OF THE BUILDER/ARCHITECT/ENGINEER PRIOR TO PROCEEDING, TRUSS MANUF. TO SUPPLY ALL TRUSS TO TRUSS HANGERS AND CONNECTIONS. 3. TRUSS MANUF. TO PROVIDE SHOP DRAWINGS ON NEW AND/OR REVISED MODEL PLANS TO BUILDER FOR REVIEW BEFORE FABRICATION. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSS PROFILES, GRAVITY/UPLIFT LOADS, BRACING MEMBERS, AND TRUSS TO TRUSS HANGERS. 4. ALL PREFAB, WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS AS REQUIRED PER THE FRAMING PLANS. 5. PRE-ENGINEERED WOOD TRUSSES, RAFTERS, AND OTHER ROOF FRAMING MEMBERS SHALL BE SPACED AT 24' O.C. MAXIMUM. 6. RIDGE AND VALLEY SET MEMBERS SHALL BE A NOMINAL DIMENSION OF 2' LARGER THAN RAFTERS. 7. ALL ROOF FRAMING MEMBERS SHALL BE MIN. SYP #2 OR BETTER. COMPONENT AND CLADDING MIN. DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE "B" COMPONENT LOCATION COMPONENT EFFECTIVE AREA Q 10 15 20 30 40 50 60 70 80 90 100 ROOF ANGLE > 10'-30' 50.1 47.8 45.4 43.4 41.3 39.3 38.4 37.5 36.5 35.6 34.7 ROOF ANGLE > 30'-45' 30.3 29.7 29.0 28.4 27.8 27.2 26.9 26.7 26.4 26.2 25.9 WALL 34.7 33.6 32.4 31.4 30.3 29.3 28.8 28.3 27.9 27.4 26.9 COMPONENT AND CLADDING MIN. DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE "C" COMPONENT LOCATION COMPONENT EFFECTIVE AREA (1 10 15 20 30 40 50 60 70 80 90 100 ROOF ANGLE > 10'-30' 70.1 67.0 63.6 60.8 57.8 55.0 53.8 52.5 51.1 50.0 48.6 ROOF ANGLE > 30-45' 42.4 41.6 40.6 39.8 38.9 38.1 37.7 37.4 37.0 36.7 36.3 WALL 48.6 47.0 45.4 1 44.0 42.4 41.0 40.3 39.6 39.1 38.4 37.7 (D PRESSURES STATED ON ANY PLAN OR DETAIL SHALL SUPERCEDE VALUES PROVIDED ON THIS CHART, VALUES INDICATED ARE COMPONENT PRESSURES FOR THE MOST STRINGENT ZONE LOAD CASE PER TABLE R301.2 (2) OF FLORIDA BUILDING CODE 2004 - RESIDENTIAL AND 2006 SUPPLEMENT Aa WALL & ROOF FRAMING NOTES 1. WOOD CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCT ASSOCIATION. 2. ROOF AND WALL STRUCTURAL SHEATHING SHALL BE SPAN RATED IN ACCORDANCE WITH APA PS 1-83 OR NER-108. NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d COMMON, RING OR SPIRAL SHANK, OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD AND SHANK SIZE EQUIVALENT TO HAND DRIVEN NAILS, OTHERWISE SPACING SHALL BE REDUCED FROM 12" TO 10",8" TO 6% 6" TO 5", 4" TO 3', AND 3' TO 2' IN THOSE APPLICATIONS, 3. ALL EXTERIOR FRAMED WALL STUDS SHALL BE AS NOTED ON PLANS AND A MINIMUM GRADE OF SYP #2 OR BETTER. INTERIOR WALL STUDS SHALL BE A MINIMUM OF S -P -F #2 OR BETTER. 4. WOOD HEADERS PER SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. ALL HEADER MATERIAL TO BE SOUTHERN YELLOW PINE 12 MIN. PROVIDE STRAPS AS REQ'D. PER DETAILS. 5. PROVIDE A BUILT UP OR SOLID SAWN COLUMN UNDER ALL GIRDERS AND BEAMS IN FRAMED WALLS UNLESS NOTED OTHERWISE ON PLANS. A MINIMUM OF (2)2x4 STUDS SHALL BE USED. STRAP MEMBER DIRECTLY TO TOP OF COLUMN AND BOTTOM W/ A MIN. OF SIMPSON SPH4 OR EQUAL AT EACH STUD. PROVIDE BLOCKING TO BEARING WALL BELOW AS REQUIRED. HEAVY HOLD DOWNS MAY BE REQUIRED AT SOME LOCATIONS AS NOTED ON PLANS. 6. END JOINTS IN STRUCTURAL DOUBLE PLATE SHALL BE OFFSET AT LEAST 4'-0". STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. 7. AT EXTERIOR FRAME WALLS, PROVIDE FULL PANEL OF SHEATHING FROM ALL CORNER EDGES. FULL PANEL MUST BE SAWCUT AROUND ANY OPENINGS. SEE DETAILS FOR NAILING REQUIREMENTS. 8. THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE SPECIFIED IN TABLE R602.3(FASTENING SCHEDULE) OF THE FLORIDA BUILDING CODE 2004 -RESIDENTIAL- UNLESS NOTED OTHERWISE. 9. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED LUMBER OR SEPARATED FROM CONCRETE W/ FELT PAPER OR METAL PLATES. 10. ALL NAILS AND BOLTS EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVINIZED. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALL WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 2. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER PLAN. 3. UPLIFT CONNECTORS AT ROOF TRUSSES SHALL BE BENT OVER TRUSS TOP CHORDS AS REQUIRED AND NAILED PRIOR TO APPLICATION OF ROOF SHEATHING. MISSED STRAPS SHALL BE INSTALLED PER PLAN PRIOR TO SHEATHING INSTALLATION. 4. THE MAXIMUM NUMBER OF FLAT STRAPS (I.E. "HETA20") IN THE TOP BLOCK WALL COURSE AT ANY GIRDER TRUSS SHALL BE (2) STRAPS WITH 8" CLEAR DIMENSION BEFORE NEXT STRAP(S). 5. ALL SPECIFIED CONNECTORS SHALL BE INSTALLED PER CONNECTOR MANUFACTURERS INSTRUCTIONS. 6. NO CONNECTOR SHALL BE BENT IN THE FIELD UNLESS NOTED AS ACCEPTABLE IN THE CONNECTOR MANUF. PRODUCT CATALOG. 7. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTOR SCHEDULE FOR MINIMUM NUMBER OF FASTENERS, 9. MAY SUBSTITUTE HURRICANE STRAP WITH STRAP OF GREATER HOLD DOWN VALUE OR GREATER UPLIFT VALUE IN HELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS INSTALLATION INSTRUCTIONS OR REQUIREMENTS ARE FOLLOWED. STRUCTURAL CRITERIA 1. APPLICABLE CODE: FLORIDA BUILDING CODE 2007 - RESIDENTIAL WIND SPEED - 120 MPH NON -WIND-BORNE DEBRIS REGION, WIND IMPORTANCE FACTOR - (1) ONE, "ENCLOSED" BUILDING TYPE, EXPOSURE CATEGORY -SEE ROOF PLAN NOTES. 2. INTERNAL PRESSURE COEFFICIENT: +/- 0.18 MAXIMUM MEAN ROOF HT. = 30 FEET GENERALNOTES 1. DOORS BETWEEN GARAGE AND LIVING SPACE SHALL BE MINIMUM 1 3/8" THICK SOLID CORE WOOD DOORS, 1 3/8" SOLID OR HONEYCOMB CORE STEEL DOORS, OR 20 -MINUTE FIRE RATED DOORS. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE X GYPSUM BOARD OR ITS EQUIVALENT. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLIN FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR APPROVED EQUAL. 4. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. LATEST REVISION DATE TO MASTER - 02 -20-12 Q W �9� U a°Oo co a K ' o m o cui 0W o�un, < U.J U rnM J Z NO M J � C-14 J LJ_ W � 0 m a 00 � N 0 L O ���/ LL W O Cn J co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 1111%F4mvV v 1 ' D1 1 1 M/l ORLANDO AA Alp� Aa � �Aa fia