Loading...
240 Maybeck Ct 09-1843 thru 09-1849 (a)DAM PERMIT# DATE. �f-fLjl ABBREVIATIONS PERMIT # p - - PERMIT # FMKS DATE, DATE: M/1 HOMES O M11 HOMES SERVICE CORP. ABV. ABOVE GA. LLJ RM. El 1:1 f A/C PERMIT # p - - PERMIT # FMKS DATE, DATE: M/1 HOMES O M11 HOMES SERVICE CORP. ABV. ABOVE GA. GAUGE RM. ROOM A/C AIR COMPRESSOR G.F.I. GROUND -FAULT CIRCUIT R.O. ROUGH OPENING ADJ. ADJUSTABLE 2 HR. INTERRUPTER R/S ROD AND SHELF AHU AIR HANDLER GL. GLASS S.C. SOLID CORE ALT ALTERNATE GYP. BD. GYPSUM BOARD S.D. SMOKE DETECTOR AMP. AMPERAGE H.C. HOLLOW CORE S.H. SINGLE HUNG BD. BOARD HDR. HEADER SH SHELF BLK BLOCK HT. HEIGHT SHTHG. SHEATHING BLWG. BLOCKING INSUL. INSULATION SHWR. SHOWER C.L. CENTER LINE INT. INTERIOR SIM. SIMILAR SGD. SLIDING GLASS CABT. CABINET LAM. LAMINATED CLG. CEILING LAV. LAVATORY STD. STANDARD CLR. CLEAR LUM. LUMINOUS TEMP. TEMPERED GLASS CONC. CONCRETE M.C. MEDICINE CABINET THK. THICK T.O.C. TOP OF CURB CPT. CARPET MFR. MANUFACTURER 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 U.N.O. UNLESS NOTED OTHERWISE N.I.C. NOT IN CONTRACT D. DRYER N.T.S. NOT TO SCALE VP. VAPOR PROOF DBL. DOUBLE O.C. ON CENTER W. WASHER DIA. DIAMETER W/ WITH P.L. PROPERTY LINE DIM. DIMENSION WD. WOOD P.B. PUSH BUTTON DISP. DISPOSAL WDW. WINDOW PH. PHONE DP. DEEP PLYWD. PLYWOOD W/H WATER HEATER DR. DOOR PR. PAIR W.I. WROUGHT IRON D.S. DOWNSPOUT W.P. WEATHER PROOF PT PRESSURE TREATED DTL. DETAIL D.W. 'DISHWASHER R. RISER RAD. RADIUS EA. EACH R/A RETURN AIR GRILL ELEV. ELEVATION 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 PQM # Q EMIT # D t-1� 467 - DAM - SUBDIVISION: RIVERVIEW LOT#: BLDG 111-1 17 MODEL: RIVERVIEW- 7 UNIT TOWN MISC. SHEET LIST CODE SUMMARY APPLICABLE GODE5 1. FLORIDA BUILDING CODE 2001- RE5IDENTIAL 4 200-14 2008 5UPPLEMENT 2. FLORIDA BIJILDIN6 CODE 2001 - BUILDING; GHAPTER 13 - AGGE551BILITY 3. NATIONAL ELECTRICAL CODE, NEPA -70,2005 EDITION 4. FLORIDA FIRE PREVENTION CODE - 200-1 EDITION WINDOWS CODE DESCRIPTION 0016 SINGLE HUNG - BLOCK 0026 SINGLE HUNG - FRAME 0030 FIXED GLASS - FRAME 1st Floor Plan REQUIRED 0021 SLIDING GLASS DOOR- BLOCK 2 HR. 2 HR. 1 VMFLG VERTICAL - BLOCK 1 VMFIN VERTICAL - FRAME 0 DOORS CODE DESCRIPTION 7 SINGLE/DOUBLE INSWING/OUTSWING (2068, 2468, 2668, 2868, 6068) 0 8'x7' GARAGE DOOR b. FLOOR/GEILIN6 GON5TRUGTION 13 CODE SUMMARY APPLICABLE GODE5 1. FLORIDA BUILDING CODE 2001- RE5IDENTIAL 4 200-14 2008 5UPPLEMENT 2. FLORIDA BIJILDIN6 CODE 2001 - BUILDING; GHAPTER 13 - AGGE551BILITY 3. NATIONAL ELECTRICAL CODE, NEPA -70,2005 EDITION 4. FLORIDA FIRE PREVENTION CODE - 200-1 EDITION BUILDING TYPE: 2 5TORY TOWNHOUSE Sheet Title 0 GON5TR1)GTION TYPE V: UNPROTEGTED, LMPRINKLED 1 Elevations FIRE PROTECTION RATING REQUIREMENT5: Elevations Side -Rear 3 1st Floor Plan REQUIRED PROVIDED I. PARTY AND FIRE WALL5 2 HR. 2 HR. 2. INTERIOR BEARING WALLS 0 0 3. INTERIOR NON BEARING PARTITIONS PER 705.1 0 0 4. COLUMNS 0 0 5. 136W15, 6IRDER5, TRIJ55E5 AND AfME5 0 0 b. FLOOR/GEILIN6 GON5TRUGTION 13 2nd Framing Plan 7. ROOF / GEILIN6 GON5MICTION 0 0 &. EXTERIOR BEARING WALLS D2 Detail Sheet HORIZONTAL SEPARATION: (PARRALLEL WALL5) Detail Sheet 0 ft. to b ft (0 % OPENIN(55) 1 (0%) WA (0%) OVER b ft 0 0 Q. EXTERIOR NON BEARING WALL5 HORIZONTAL 5EPARATION: (PARRALLEL WALL5) 0 ft. to b ft (0 % OPENIN65) 1 (10%) WA 0% OVER b ft 1 O 1 0 PERMIT # DATE; -pc r j4 oYNE,`7 ';.r. `} TNS 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 g 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 LATEST REVISION DATE TO MASTER: 6-01-09 caf) Iz 0U0 Opp LU �\ fY LU U) O z � 7z 0 i! C O CO z ' •~ � L � W ~Lo L U GO W � (0 LU o0to =1_ co Q= Q W 2 0 rn �� c� o 0 w N W W C � - �— O `1 O coF w LU co ' \w O� .i> U W OU J (±) DO NOT 5GALE PRINT51 GON5TRUGTION 5HALL BE PER INDIGATED DIMEN51ON5 ONLY, ANY 915GRE13BUE5 TO BE REPORTED TO MA HOME5 FOR GLARIFIGATIONI I IL of ## M/I ORLANDO Q Opp w w OO �z �z O C O CO z ' •~ � L � W ~Lo L U GO W � (0 LU o0to =1_ co Q= Q W 2 0 rn �� c� o 0 w N W W C � - �— O `1 O coF w LU co ' \w O� .i> U W OU J (±) DO NOT 5GALE PRINT51 GON5TRUGTION 5HALL BE PER INDIGATED DIMEN51ON5 ONLY, ANY 915GRE13BUE5 TO BE REPORTED TO MA HOME5 FOR GLARIFIGATIONI I IL of ## M/I ORLANDO ELEVATION NOTES: 1. ALL 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 BANDS (BY OTHERS). 4. CONTROL JOINTS SHOWN ADJACENT TO WINDOWS ON SIDE AND REAR ELEVATIONS SHALL BE 6" FROM EDGE OF WINDOW JAMBS. q.. q, 3"b" FOAM 5OFFIT BRACKET #I FOAM SOFFIT BRACKET(S) 1/4" = 1'-0" MEAN ROOF HE16H— +23'-3" TOP OF 2ND 5TY. WALL PLATE +FNA 7/b" 2rid 5TY. FIN. FLR. jh L — — TOP OF 15T 5TY. — _BLK. WALL Lq'-4� FOAM SOFFIT r BRACKET- EQ. 5PAGED TOP OF 0 -0' Y (REF. ELEVJ — 1/Ib" 05B 5HEATHIN6 PRINCETON GABLE END TRU55 TRENTON OR FRAME WALL UNIT "F" l/B" GEMENT PLA5TER UNIT "D" UNIT "C" UNIT "B" Z ON PAPER BACK LATH PROVIDED I. PARTY AND FIRE WALL5 2 HR. 2 HR. AIR INFILTRATION BARRIER 0 0 3. INTERIOR NON BEARING PARTITIONS PER 105.1.2T 0 VE516N 5TANDARD: TYVEK) 4. COLUMNS 0 0 5. BEAMS 61RDER5, TRUSSES AND ARGHE5 0 0 z 0 0 1. ROOF / GEILIN6 GON5TRUGTION 0 0 b. EXTERIOR BEARIN6 WALL5 HORIZONTAL SEPARATION: (PARRALLEL WALLS) 0 ft. to b ft (0 % OPENINGS) 1 (090) N/A (0%) OVER b ft MID -WALL 0 q. EXTERIOR NON BEARING WALL5 WEEP 5GREED 0 ft. to b ft (0 % OPENIN65) 1 (0%) 1/2" MIN. GEMENT OVER b ft 0 0 PLA5TER b" GK WALL CONTROL JOINT DETAIL 0 TOP OF BLOCK r PRINCETON PRINCETON FEENimim TRENTON PRINCETON UNIT "F" UNIT "E" UNIT "D" UNIT "C" UNIT "B" Z REQUIRED PROVIDED I. PARTY AND FIRE WALL5 2 HR. 2 HR. r PRINCETON PRINCETON TRENTON TRENTON PRINCETON UNIT "F" UNIT "E" UNIT "D" UNIT "C" UNIT "B" 5HI%LE ROOFING - BAND AT DOORNK - BAND AT DOOR/HDH. 5HINCGLE ROOFING TOP OF 2ND 5TY. WALL PLATE — +Ib'-� l/b" 2nd 5TY. FIN. FLR. +10'-8-3/4' TOP OF IST STY. BLK. HALL— — +q'-4" FOAM SOFFIT RACKET- EQ. 5PAGED — TOP OF SLAB FRONT ELEVATION GODE SUMMARY APPLICABLE GODE5 I. FLORIDA BUILDING CODE 2001 - RESIDENTIAL 2001 & 2003 5UPPLEMENT5 2. FLORIDA 13UILDIN6 CODE 2004 - BUILDIN6, CHAPTER 13 - AGGE551BILITY 3. NATIONAL ELEGTRIGAL CODE, NFPA 10, 2005 EDITION 4. FLORIDA FIRE PREVENTION CODE - 2001 EDITION BUILDING TYPE: 2 5TORY TOWNHOU5E imimimi CON5TRUGTION TYPE V: UNPROTEGTED, UN5PRINKLED K FEEMINI FIRE PROTEGTION RATING RECUIREMENT5: Z REQUIRED PROVIDED I. PARTY AND FIRE WALL5 2 HR. 2 HR. - BAND AT DOORNK - BAND AT DOOR/HDH. 5HINCGLE ROOFING TOP OF 2ND 5TY. WALL PLATE — +Ib'-� l/b" 2nd 5TY. FIN. FLR. +10'-8-3/4' TOP OF IST STY. BLK. HALL— — +q'-4" FOAM SOFFIT RACKET- EQ. 5PAGED — TOP OF SLAB FRONT ELEVATION GODE SUMMARY APPLICABLE GODE5 I. FLORIDA BUILDING CODE 2001 - RESIDENTIAL 2001 & 2003 5UPPLEMENT5 2. FLORIDA 13UILDIN6 CODE 2004 - BUILDIN6, CHAPTER 13 - AGGE551BILITY 3. NATIONAL ELEGTRIGAL CODE, NFPA 10, 2005 EDITION 4. FLORIDA FIRE PREVENTION CODE - 2001 EDITION BUILDING TYPE: 2 5TORY TOWNHOU5E CON5TRUGTION TYPE V: UNPROTEGTED, UN5PRINKLED FIRE PROTEGTION RATING RECUIREMENT5: Z REQUIRED PROVIDED I. PARTY AND FIRE WALL5 2 HR. 2 HR. 2. INTERIOR BEARING WALL5 0 0 3. INTERIOR NON BEARING PARTITIONS PER 105.1.2T 0 0 4. COLUMNS 0 0 5. BEAMS 61RDER5, TRUSSES AND ARGHE5 0 0 b. FLOOR/GEILIN6 GON5TRUGTION 0 0 1. ROOF / GEILIN6 GON5TRUGTION 0 0 b. EXTERIOR BEARIN6 WALL5 HORIZONTAL SEPARATION: (PARRALLEL WALLS) 0 ft. to b ft (0 % OPENINGS) 1 (090) N/A (0%) OVER b ft 0 0 q. EXTERIOR NON BEARING WALL5 HORIZONTAL SEPARATION: (PARRALLEL WALL5) 0 ft. to b ft (0 % OPENIN65) 1 (0%) N/A (0%) OVER b ft 0 0 LATEST REVISION DATE TO MASTER: 6-01-09 W o0 W W U) _• U) O cfl +.. U CO 0)Z C? M S!3 W .LU 21) Lu Ca LU �0 ii = aw=o Q �j��d- � � J0 O M cl W N LL. m a ti O �o O � �. Q V I` O m cu w W H� 0 U) J CI) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! t 1 of 14 M/ of Z Q WoOO �z �z O O cfl +.. U CO 0)Z C? M S!3 W .LU 21) Lu Ca LU �0 ii = aw=o Q �j��d- � � J0 O M cl W N LL. m a ti O �o O � �. Q V I` O m cu w W H� 0 U) J CI) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! t 1 of 14 M/ of I %—#1 yl 1 V v .. . ONE-HOUR RATED 1116" FIRE RETARDANT SHEATH I NC 4' MINI MUM EIS. 51 DE OF 5EPARATION WALL 8" GMU WALL REINF. FILLED DELL 2xb P.T. STUD 2x4 STUD 2x6 P.T. STUD r2x4 STUD W" EXT. PORTLAND GEMENT 1/2" x b1. THREADED ROD W/ I" RND. WISHER PLASTER ON PAPER BAGKED 5ET IN EPDXY FILLED 51b" DIA. DRILLED � EXPANDED METAL LATH ON TYVEK GLEANED HOLE K' MIN. EMBED INTO GMU WALL) BOLT INSTALLATION NOTES: 3" MIN, EDGE D15TANGE • 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"=I' -O" WDW.ROUGH OPNG.NOTE 36 718 x 63 WIDTH x HEIGHT (IN INCHES) WALLLEGEND I0IGATE5 20 BEARIN6 HALL 4 QUIGK TIE 5Y5TEM HOLD0046 FROM TOP OF I5T STORY BLOCK HALL TO 5EGOND 5TORY TOP PLATE. 5EE SHEET 11 FOR ADD'L. INFORMATION ® INDIGATE5 2x4 BEARING HALL ABOVE LAM. BEAM. PROVIDE STRAPPING PER DETAIL #5 ON 514T. 12 ® INDIGATE5 2 -HR FIRE 5EPARATION HALL BTM. UMTS. SEPARATION WALL GONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDER5IDE OF SECOND 5TORY ROOF DEGKIN6. NO ELEGTRIGAL, PLUMBING, MEGHANIGAL, OR OTHER BLDG. SERVICE SHALL BE HITHIN OR PENETRATE THE SEPARATION WALL. REFER TO 5EPARATION WALL DETAIL(5) FOR ADDITIONAL INFORMATION. AREA HA5HER PLUMB'6BOX 24" VOID 5TAGK T "0 PLACE DBL. "E" "DIT Q= DBL. WALL STUD ADJ. TO 5T UD PIPE I5t 5TY. LIVING STUD SPACING_ DETAIL @ WASHER W" EXT. PORTLAND GEMENT 1/2" x b1. THREADED ROD W/ I" RND. WISHER PLASTER ON PAPER BAGKED 5ET IN EPDXY FILLED 51b" DIA. DRILLED � EXPANDED METAL LATH ON TYVEK GLEANED HOLE K' MIN. EMBED INTO GMU WALL) BOLT INSTALLATION NOTES: 3" MIN, EDGE D15TANGE • 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"=I' -O" WDW.ROUGH OPNG.NOTE 36 718 x 63 WIDTH x HEIGHT (IN INCHES) WALLLEGEND I0IGATE5 20 BEARIN6 HALL 4 QUIGK TIE 5Y5TEM HOLD0046 FROM TOP OF I5T STORY BLOCK HALL TO 5EGOND 5TORY TOP PLATE. 5EE SHEET 11 FOR ADD'L. INFORMATION ® INDIGATE5 2x4 BEARING HALL ABOVE LAM. BEAM. PROVIDE STRAPPING PER DETAIL #5 ON 514T. 12 ® INDIGATE5 2 -HR FIRE 5EPARATION HALL BTM. UMTS. SEPARATION WALL GONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDER5IDE OF SECOND 5TORY ROOF DEGKIN6. NO ELEGTRIGAL, PLUMBING, MEGHANIGAL, OR OTHER BLDG. SERVICE SHALL BE HITHIN OR PENETRATE THE SEPARATION WALL. REFER TO 5EPARATION WALL DETAIL(5) FOR ADDITIONAL INFORMATION. AREA r m CO }� TAB �LU T "0 UFT "E" "DIT Q= UGIT 1311 "AI" B TOTAL I5t 5TY. LIVING 834 134 134 bb4 bb4 134 b34 51gb 2nd STY. LIVING q46 q01 q01 51b bIb q01 q4b 6221 TOTAL LIVING 11b0 Ib35 1635 1430 14bO Ib35 1130 11425 ENTRY 40 51 51 b5 65 51 40 3b3 GARAGE 23b 230 230 242 242 230 23b Ib50 LANAI 41 NA NA NA I NA NA 41 b2 TOTAL U.R. 20gq Iqlb Iglb 1181 11b1 Iglb 20gq 13520 PATIO NA 36 3b 36 36 36 NA IbO 2nd STY. FLOOR PLAN 1/4" = 1'-0" SECOND STORY PLAN NOTES: I. DRYER VENT BOX - VENT THRU ROOF. 2. 24" H. HALL CAVITY, VOID OF STUDS, FOR HASHER BOX AND 5TAGK. 3. 12" H. HALL GAVITY, VOID OF STUDS, FOR 5HOHER VALVE AND/OR HEAD. 4. HARZARDOU5 GLAZING LOCATION, INSTALL TEMPERED GLASS IN ALL SHOWER ENGLO5URE5 AND/OR HINDOH5. 5. DO NOT 5GALE PRINTS! GON5TRUGTION TO BE FROM GALGULATED DIMENSIONS ONLY. ANY DI5GREPENGIE5 TO BE REPORTED TO M/I HOMES FOR GLARIFIGATION. ALL FRAME HALL5 ARE DRAHN AND DIMENSIONED TO BE 3 112" HIDE UNLE55 OTHERN15E NOTED. b. PROVIDE DRAIN PAN BELOW EAGH HASHER. DRAIN LINE TO EXTERIOR. 1. PROVIDE 2x4 AT 24" O.G. VERT. LADDER BLOGKING AT INTER5EGTION OF INTERIOR TO EXTERIOR FRAME HALL5 FOR INSTALLATION OF INSULATION. LATEST REVISION DATE TO MASTER: 6-01-09 �F o0 W ry W o_U) c/) Lu0 O r m CO }� V CO -z I— � M —_� �LU W cfl�WLo � Lu Z Q= QW=o rQ v� N J 0 J r __j O Q J 55 LLW � cd rZ Q Q c)Lu O O = r O w OO �z LL �z 4--r O W a O r m CO }� V CO -z I— � M —_� �LU W cfl�WLo � Lu oo�� Q= QW=o rQ v� N J 0 J r __j O Q J 55 LLW � cd rZ Q � O O = r O � r O r 4--r W a W` DC o w 11-- =3 o W J C!) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M!I HOMES FOR CLARIFICATION! >sr .,I,jI 4 of 14 M/I ORLANDO V 1 Y 1 1 V v• v 1 161 1 ELECTRICAL LEGEND _cPf- STANDARD SWITCH U o°Oo �Z�-m 3 WAY SWITCH w �")w � 4 WAY SWITCH oo,-� U) DIMMER SWITCH Fp PUSH BUTTON o0 DUPLEX OUTLET GH G.F.I. DUPLEX OUTLET W�P/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 PRE -WIRED JUNCTION BOX FAN P.W- PRE -WIRED FAN JUNCTION BOX CEILING MOUNTED LIGHT FIXTURE _(�_vP CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE ATTIC P.C. LGT. ATTIC PULL CHAIN J CJ3 RECESSED LIGHT FIXTURE VP RECESSED -VAPOR PROOF LIGHT FIXTURE t-0 WALL MOUNTED LIGHT FIXTURE -0COL T. COACH LIGHT (PRE -WIRE AS NOTED) 6 of 14 FLOOD LIGHT 0 1x4 1'x4' FLUORESCENT LIGHTING 0 24 2'x4' FLUORESCENT LIGHTING FLUORESCENT STRIP C UNDER CABINET FLUORESCENT STRIP WALL MOUNTED INCANDESENT STRIP E.F. EXHAUST FAN E.F. LITE EXHAUST FAN WITH LIGHT S SMOKE & CARBON MONOXIDE DETECTOR O SPEAKER PRE -WIRE [� ELECTRICAL PANEL =h A/C DISCONNECT �]W ELECTRICAL METER TELEVISION OUTLET TELEPHONE JACK m NETWORK JACK 1st STY. ELECTRICAL PLAN ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL, STATE AND NATIONAL ELECTRICAL CODES. 2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED & VERIFIED AT PRE -CON MTG. 3. ALL BEDROOM RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTER(S). 4. 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. 5. CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0" OF EACH DESIGNATED BEDROOM. 6. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR. LATEST REVISION DATE TO MASTER: 6-01-09 U o°Oo �Z�-m Z w �")w � C13 Lu�0�� oo,-� U) Q= Qw=o o0 �0 JZNM C W _� W _U) �0 W � 0 BOO 7Aa� 0 C O O O U o°Oo �Z�-m Z w �")w � C13 Lu�0�� oo,-� U) Q= Qw=o U 0.) �0 JZNM C Q > c) cc 0 m a W � BOO �z �z W H O U) 0 J CJ3 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! C O O O U o°Oo �Z�-m � 0 w �")w � C13 Lu�0�� oo,-� U) Q= Qw=o U 0.) �0 JZNM C O Q ��� N w c � cc 0 m a Q � O O O r� Cfl O 0 r— Q 1 0 1` O m W H O U) J CJ3 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! 6 of 14 M/I ORLANDO irni in V 1 til i V • •• • V e �� � a. — - -- - — v ■ .■ ■ v ELECTRICAL LEGEND 6- STANDARD SWITCH 3 WAY SWITCH 4 WAY SWITCH Z DIMMER SWITCH .-p PUSH BUTTON O0 DUPLEX OUTLET GFI G.F.I. DUPLEX OUTLET WP/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 w PRE -WIRED JUNCTION BOX N PRE -WIRED FAN JUNCTION BOX ¢- CEILING MOUNTED LIGHT FIXTURE AVP CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE ATTIC P.C. LGT. ATTIC PULL CHAIN PhRECESSED LIGHT FIXTURE JA RECESSED -VAPOR PROOF LIGHT FIXTURE .-0 WALL MOUNTED LIGHT FIXTURE ' 0 LT. COACH LIGHT (PRE -WIRE AS NOTED) cFLOOD LIGHT 0 1x4 1'x4' FLUORESCENT LIGHTING O 24 2'x4' FLUORESCENT LIGHTING FLUORESCENT STRIP C C UNDER CABINET FLUORESCENT STRIP WALL MOUNTED INCANDESENT STRIP E.F. EXHAUST FAN E.F. LITE EXHAUST FAN WITH LIGHT S SMOKE & CARBON MONOXIDE DETECTOR SPEAKER PRE -WIRE ELECTRICAL PANEL E=1-1 A/C DISCONNECT ELECTRICAL METER TELEVISION OUTLET TELEPHONE JACK t m NETWORK JACK ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL, STATE AND NATIONAL ELECTRICAL CODES. 2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED & VERIFIED AT PRE -CON MTG. 3. ALL BEDROOM RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTER(S). 4. 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. 5. CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0" OF EACH DESIGNATED BEDROOM. 6. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR. 2nd STY. ELECTRICAL PLAN LATEST REVISION DATE TO MASTER: 6-01-09 Z O0 LL W zz LL W '^ Q vJ Lu mi U� 0 Z ff=! W 7AJ e O O co CO }. U C? W MZ co M Ww� �U ��L (u W o0E- co :lz <C= Lu F- V���. >+U JZNt� O Q LD CD J i LCo N LL m � O O Cfl O ~� Q V 1` 0 m W LJ. Q W HQ 0 c/) J � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! +t 7 of 14 M/I ORLANDO Z Q U� W w OO � LLz �z O O co CO }. U C? W MZ co M Ww� �U ��L (u W o0E- co :lz <C= Lu F- V���. >+U JZNt� O Q LD CD J i LCo N LL m � O O Cfl O ~� Q V 1` 0 m W LJ. Q W HQ 0 c/) J � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! +t 7 of 14 M/I ORLANDO V N .. 1 / ♦ v . .. . r — - - - - — FIN. m 4" o 2-#5 BAR5 1'-4" e GONT.ON GHAIR5 TYP.1-STY. SLAB EDGE Fly'RolwAr.11 �r O O O 345 BARS DONT. ON GHAIR5 5 INT. FRAME BRG. WALL FTG. a FIN. a? 411 r O O O O #5 BARS 11-10" CONT. ON 1'-10" GHAIR5 TYP.2-STY. SLAB EDGE VERIFY w/ DOOR MANUF. II I/2° 0 • • - DRIVE (3)-#5'5 GOVT. WAY ON GHAIR5 Ib' SLAB EDGE FTG. AT GARAGE DOOR OPNG. GIB HIDTH A5 STATED ON PLANS VARIES VARIE5 -- LANAI5LAB z OR ENTRY 4" 3-#5 BAR5 PAS O O24 GONT.ON 345 13AR5 1'-10" GHAIR5 CONT. ON CHAIRS RAISED CURB FTG. AT GARAGE EXT. WALLS SLOPE g 70 I4 #5 CONT. S' O 7 PATIO/ENTRY of AD Cil(_`C VARIES 11/2' GM VARIES OF #5 BAR Z 4 3 3-�f AT 24" O.G. 4"a 3-#5 BARS 4-#5 BAR5 DONT. ON 2'" CONT. ON GHAIR5 2'-0" CHAIRS -0 3ARAISED CURB FTG. INT. BLK. WALL FTG. AT SLAB BTWN. GARAGE STEP DN. BTWN. GARAGE & INT. WALLS ADJ. UNIT INTERIOR WALLS VARI4;0 -0" 1 #5 DONT. s INT. NON-BRG. SLAB STEP DN. FTG. VARIE5 4 O O O 345 BAR5 DONT. ON GHAIR5 4 INT. BRG. WALL FTG. AT SLAB STEP DN. S" GMU 6-01-09 HALL z #5 BAR AT EA. REINF. FIN. 4" AT 24" O.G. GRADE cn� W 3 -U z i �T� 0 4-#5 BARS W 2'-0" GONT. ON GHAIR5 s TYPICAL FTG. c/) W INT. SEPARATION 0 WALLS - VARIE5 4 O O O 345 BAR5 DONT. ON GHAIR5 4 INT. BRG. WALL FTG. AT SLAB STEP DN. S" GMU 6-01-09 HALL #5 BAR DOWEL I AT EA. REINF. FIN. FILLED GELL GRADE cn� Q= z i �T� 0 JZN'm O J W 'z OP OF FTG. Q c/) W C.) 0 1/2' A.F.F. W 7 O O r o0O O �z O O r� 4 #5 CONT. GONG. DONT. 2'-0" FT6. sw� STEM WALL DETAIL AT ENTRY O T(PIGAL EDGE z 5F 1:2PIPINC, PIPE (b" DIA. MAX) SLEEVE (DIA LARGER THAN PIPE) TYP. PIPE THRU FTG. DETAIL AS REQ'D. 5TEM MONO MONO STEM EXTEND STEM HALL FTG. DEPTH OF REBAR 2'-1' INTO MONOLITHIC PAVERS ON MONOLITHIC 5LA13 5LA13 E06E 501L GEMENT/ EDGE TO MATCH 5AND BASE BOT. OF STEM WALL FT6. FIN. o � TRADE :;450 5TEM WALL FT6. KEBABS rio BRICK PAVER DETAIL xx STEM WALL FTG. TO MONO SLAB EDGE TRANSITION FOUNDATION NOTES: 1. o INDIGATE5 FILLED GELL H/ 3,000 F9 GROUT W/ 145 REBAR UNLE55 NOTED OTHERWI5E. 2. DO NOT 56ALE PRINT51 GON5TRUGT FROM GALGULATED DIMEN51ON5 ONLY. ANY 015GREPANGIE5 TO BE REPORTED TO M/1 HOME5 FOR GLARIFIGATION. 3. REFER TO PLUMBIN6 PLAN FOR FIXTURE, PLUMBING HALL, AND GONGUIT UNDER 5LAB LOGATION5. 4. AG PAD5 TO BE 12" MIN. GLEARANGE FROM SLAB EDGE. 5. T.O.F. = TOP OF FOOTIN6 SLAB PLAN 1/4" = 1'-0" LATEST REVISION DATE TO MASTER: 6-01-09 i..+ U C? W �U �CW� CIO Uj Z =F— cn� Q= ® 0 JZN'm O J W 'z oc W W Q c/) W C.) 0 C,E=� W 7 O O CID i..+ U C? W �U �CW� CIO Uj Z =F— cn� Q= aw=o d �+U JZN'm O J W W N u- � Q Q C.) W ~ O r o0O O �z O O r� �z ernn V 0 � tiom O O CID i..+ U C? W �U �CW� CIO Uj ZD0� oo�� =F— cn� Q= aw=o d �+U JZN'm O J W W N u- � m m a Q ~ O r O O O r� Q ernn V 0 � tiom Lu O � J � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/1 HOMES FOR CLARIFICATION! 8 of 14 Mil ORLANDO ir)AI-All %-01 \ 1 I l \ V , . , I V - - - - - - .., . .. . ... 1 st STY. MASONRY PLAN 1/4" = 1'-0" LATEST REVISION DATE TO MASTER: 6-01-09 O o - W U_ W U) U) 2M. LU O c ti0-) O �o Z U ��w� 0 W r Q= aw=o Q UC) W OO LLI � C �z - 1` p �zLL CU 0 F- c ti0-) O �o aCO H U ��w� 0 W r Q= aw=o U m c « JZoc� O Q -'��� C/)N C m a 1` DO NOT 5GALE PRINT51 GONST WTION SHALL BE PER IN©IGATED 0IME610145 ONLY, ANY 015(�GIE5 TO BE REPORTED TO MA HOMES FOR GLARIPIGATIONI 10 of 14 M/I ORLANDO ti0-) O �o �C) 0 O r 1` p m CU N �i W N p W H O U) DO NOT 5GALE PRINT51 GONST WTION SHALL BE PER IN©IGATED 0IME610145 ONLY, ANY 015(�GIE5 TO BE REPORTED TO MA HOMES FOR GLARIPIGATIONI 10 of 14 M/I ORLANDO 16" DP. FLAT 61RDER TRU55 13" DP. FLAT 61RDER TRU55 GONG. BLOCK OR 16" DP. FLOOR TRU55 GONG. BLOCK OR 16" DP. FLOOR TRUS5 — WALL WALL ONNEGT HAVER TO CONNECT HANGER TO GMU WALL YJ/ GMU WALL W/ PROVIDE W. 5HIM5 AS (12) 1/4"x2 3/4' 51HP50N PROVIDE HD. SHIMS AS (12) Ifo"x2 3/4" SIMP50N "TITEN" SCREWS TO FILLREOV. TO FILL 6AP BTWN. "TITEN" SCREWS REQS HANER ANDPTRU55 G HANGER AN TRU55 51MP50N HU2b-2 HANGER 51HP50N "HU46" HANGER H/ H/ (b) IOd NAILS TO TRU55 (6) IOd NAILS TO TRU55 TRUSS TO CMU WALL 10 TRUSS TO CMU WALL 11 12 HANGER CONNECTION 12 HANGER CONNECTION 3 PLY 16 FLAT GIRDER TRU55_j/ SIMPSON "LbT3-5D52.5" W/ (21)I6d SINKERS TO COLUMN 4 (12) 5D5 114"x2 1/2" SCREH5 TO 61RDER 3.5"xb' LVL COLUMN 51HP50N "HTTI6' HOLDDOHN �f W/ 50" THREADED ROD TO 5LAB-5ET IN EPDXY FILLED HOLE H/ 5" MIN. EMBED FILL ALL NAIL HOLES GIRDER TRUSS TO 9 COLUMN TO SLAB 12 (`(lAlA1Gf'TI(lAl GMU SEPARATION WALL BTHK UNITS GONNEGTOR VME5-5EE PLAN FOR INFORMATION /--SIMPSON 15TAI2" OR QUICK -TIE 1512" FLAT STRAP ULM'I. ULNIEN DINrtr Uiv DU 1. Ur 1K= UK DEhri - W/ 5° MIN. LMbLL) J FILL ALL NAIL HOLE5 s 2ND STY FRAMEWALL TOGIRDER 12 OR BEAM STRAP CONNECTION LVL BEAM OR 51MP50N "HTTI6" HOLDDOHN 61RDER TRU55 �� H/ 51b" THREADED ROD TO PER PLAN A BLK. WALL-5ET IN EPDXY FILLED HOLE W/ 5" MIN. EMBED FILL ALL NAIL HOLES GONG. BLOCK WALL BEAM / GIRDER TRUSS 66 TO CMU WALL 12 STRAP CONNECTION 2 or 3 PLY 16" DP. FLAT CONIC. BLOCK 61RDER TRU55 WALL CONNECT HANGER TO GMU HALL WI (b) 1/4"x2-1/2" 51MP50N "TITEN 2 PLY-51HP50N LRM2b 2 HANGER Wl (6) 5D5- I%4"x2 i/2" 5GREH5 TO TRU55 (2435# MAX UPLIFT) 3 PLY -51P N LC7UM2b-3 HANGER W (b) 5D5- I/4"x2 112' 5GREHS TO TRU55 (3515 # MAX UPLIFT) FLAT GIRDER TRUSS ('7 TO CMU WALL Q2__�)u6Al(`PR r0KlKll:rTl0Kl FLOOR TRUSSES GABLE END FLR. TRU55 AT 24" O.G. MAX. 2x4 CONT. RIM BOARD OR LAM. BEAM PER PLAN AT TOP 4 BOT CHORD PRE-EN6INEERED ROOF "HETA20" STRAP PARRALLEL TO WALL CONNECT TO EA. FLR. TRU55 OR CONY. NAILING 5GHENLE SETBACK FACE OF TRU55 H/ (4)lbd NAILS FRAMED RAFTER UPLIFT # OF NAILS TRU55 OR BEAM 112" �� SETBACK FACE OF 5IMP50N "HETA20" I�Lo REQUIRED FROM FACE OF BLOCK RIM BOARD 1/2" FROM STRAP AT EA. TRU55 - (q)IOd x 1-1/2" GMU WALL FACE OF BLOCK NAILS PER SCHEDULE 1200 (b)IOd x 1-112" CMU WALL (4)IOd x I -I/2 51MP50N "HETA20" ANCHOR :FIAI800 " 4" DIMENSION TO AT 24" O.G. MAX. - PROVIDE 51HP50N "HETA20" ANCHOR SOLID 2x4 VERT. BK6. BTWN. TRU55 2 MIN. DIMENSION AT EA. FLOOR TRU55 - STRAP FROM FACE TOP 4 BOT. CHORDS FOR NAILIN6 TO STRAP FROM FILL ALL NAL HOLES OF BLK. WALL FILL ALL NAIL HOLES FACE OF BLK WALL TYPICAL FLR. TRUSS i BEAM TYPICAL FLR. TRUSS I BEAM L GMU HALL PARALLEL TO CMU WALL 2 PERPENDICULAR TO CMU WALL 12 12 TYPICAL TRUSS TO UPLIFT STRAP CONNECTION UPLIFT STRAP CONNECTION BLOCK ALL CONNECTION W CO C UNLESS OTHERH15E NOTED ON THE PLAN UNLE55 OTHERN15E NOTED ON THE PLAN 12 I UNLE55 OTHERWISE NOTED ON THE PLAN UPLIFT LOAD REQUIREMENT5 OBTAINED FROM SEALED EN6INEERIN6 DRAHIN65 FROM TRU55 MANUF. 2x4 X-BRAGINb AT 2x4 BOX FRAME AT 4b" O.G. MAX. H/ 16" DP. FLOOR 4b" O.G. MAX. INOR 05B 5HEATHIN6 EA. SIDE (CONNECT TO TRU55E5 W,/ MID Ib" DP. FLOOR FIRST (2) TRU55 BAYS -2x4 W rad NAILS AT 6" O.G.) AT FIRST (2) SPAN BR6.-FILL TRUSSES PER PLAN CONNECT EA. EN TRU55 BAYS -CONNECT EA. CORNER H/ ALL NAIL HOLES H/ (2)10d TOENAILS (2)IOd TOENAILS Ib" DP. CABLE END FLR, TRU55 OR 16" DP. LAM. BEAM PER PLAN Ell GONG. 51HP50N "HETA20" SETBACK FACE OF RIM BLK. AT EA. FLR. TRU55- BOARD I!2" FROM WALL FILL ALL NAIL HOLES FACE OF BLOCK FLR. TRUSS TO CMU WALL GONG BLOCK4NALLROVIDE 51MP50N "HETA20" ANCHOR ALTERNATE T 24" O.G. MAX. - PROVIDE 50LID BRACING BTWN. 4" DIMENSION TO FROM FACE OF B KBOT. CHI FOR NAILIN6UFILL ALL FLR. TRUSSES 12 STRAP CONNECTION NAIL HOLES MID SPAN BEARING CONDITION PERIMETER WALL DETAIL Q2__,) TRUSSES PARRALLEL TO WALL lst STY. FRAMING PLAN 1/4" = 1'-0" FRAMING PLAN NOTES: I. PERMANENT OR TEMPORARY BRAGING OF TRU55E5 PER HI591. ANY ADDITIONAL TRU55 BRAGIN6 REQUIRED WILL BE DETERMINED BY TRU55 ENGINEER ON 516NED AND SEALED TRU55 DIAGRAM5. 2. ALL TRU55 TO TRU55 GONNEGTOR5 TO BE SUPPLIED BY TRU55 MANUFACTURER, 3. FAINDIGATE5 #2 5YP OR BETTER 2x4 BLK6. AT 4b" O.G. BTWN. TRU55 BOT. GHORD5 W (2)-Ibd GOMMON5 TOE -NAILED EA. SIDE. (TYP. AT 15T (4) TRU55 BAYS AT ALL 6ABLE ENDS UNLE55 OTHERWISE 5HOHN ON THE PLAN) 4. ALL OVERHANGS TO BE 12' UNLE55 OTHERN15E NOTED ON FRAMING PLAN OR ELEVATIONS. 5. PROVIDE MIN. (2)-I0d TOE -NAILED GOMMON5 AT EA. TRU55 BEARIN6 BOTTOM GHORD TO TOP PLATE AT ALL FRAME BR6. HALLS. (ADDS 150 LB5 UPLIFT GAPAGITY TO STRAP ( APAGITY) 6. ALL INTERIOR FRAME BEARIN6 HALLS SUPPORT 6RAVITY LOADS ONLY (NO UPLIFT GONNEGTOR5 REQ'D.) 1. FLOOR TRUSS TOP GHORD BEARING CONDITION ON 13' DP. 61RDER TRU55 OR BEAM. 5.15T STY. OR 2ND STY. PLUMI HALL, TOILET, OR FLOOR FITTING. q. PROVIDE AG DUGT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENIN6 AT CENTER OF SPAN IO.PROVIDE 2x12 LEDGER (BOTTOM AT TRU55 BR6. HT) W (10) IOd NAILS AT EA. VERT. 5TUD. 11. PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DEGK NAILING. 12. ALL 61RDER5 5HOHN SINGLE PLY. FOR CLARITY - SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF PLIES. AIB/C/D/E 12 5� TYPE "A" = T-4" TYPE "B" = 5'4" TYPE 'C" = 4'-5" TYPE "D" = 6-0' TYPE "E" = 4'-0" SPAN PER TYPE TRUSS PROFILES DESIGN LOADS: 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: 6-01-09 GONNEGTIN6 EA. 2N STY. STUD TO TOP PLATE GENTER STRAP ON BOT. OF TOP PLATE O � COO }' U O 0 O co Lu U_ _ = C? HCH. OPENING PER PLAN Q = Q W o t!) LuO DBL. STRAP AT EA. SIDE OF OPN6. U� w OJO � LLz � z O ir 61RDER TRU55 OR LVL BEAM PER PLAN 51HP50N "HTTI6" Wi 51MP50N 'L5TAI2' OR QUICK -TIE 'L512' FLAT STRAP" THREADED ROD GONNEGTIN6 EA. 2ND STY. 5TUD TO 61RDER TRU55 OR BK. HALL-5ET IN FILLED HOLE i ULM'I. ULNIEN DINrtr Uiv DU 1. Ur 1K= UK DEhri - W/ 5° MIN. LMbLL) J FILL ALL NAIL HOLE5 s 2ND STY FRAMEWALL TOGIRDER 12 OR BEAM STRAP CONNECTION LVL BEAM OR 51MP50N "HTTI6" HOLDDOHN 61RDER TRU55 �� H/ 51b" THREADED ROD TO PER PLAN A BLK. WALL-5ET IN EPDXY FILLED HOLE W/ 5" MIN. EMBED FILL ALL NAIL HOLES GONG. BLOCK WALL BEAM / GIRDER TRUSS 66 TO CMU WALL 12 STRAP CONNECTION 2 or 3 PLY 16" DP. FLAT CONIC. BLOCK 61RDER TRU55 WALL CONNECT HANGER TO GMU HALL WI (b) 1/4"x2-1/2" 51MP50N "TITEN 2 PLY-51HP50N LRM2b 2 HANGER Wl (6) 5D5- I%4"x2 i/2" 5GREH5 TO TRU55 (2435# MAX UPLIFT) 3 PLY -51P N LC7UM2b-3 HANGER W (b) 5D5- I/4"x2 112' 5GREHS TO TRU55 (3515 # MAX UPLIFT) FLAT GIRDER TRUSS ('7 TO CMU WALL Q2__�)u6Al(`PR r0KlKll:rTl0Kl FLOOR TRUSSES GABLE END FLR. TRU55 AT 24" O.G. MAX. 2x4 CONT. RIM BOARD OR LAM. BEAM PER PLAN AT TOP 4 BOT CHORD PRE-EN6INEERED ROOF "HETA20" STRAP PARRALLEL TO WALL CONNECT TO EA. FLR. TRU55 OR CONY. NAILING 5GHENLE SETBACK FACE OF TRU55 H/ (4)lbd NAILS FRAMED RAFTER UPLIFT # OF NAILS TRU55 OR BEAM 112" �� SETBACK FACE OF 5IMP50N "HETA20" I�Lo REQUIRED FROM FACE OF BLOCK RIM BOARD 1/2" FROM STRAP AT EA. TRU55 - (q)IOd x 1-1/2" GMU WALL FACE OF BLOCK NAILS PER SCHEDULE 1200 (b)IOd x 1-112" CMU WALL (4)IOd x I -I/2 51MP50N "HETA20" ANCHOR :FIAI800 " 4" DIMENSION TO AT 24" O.G. MAX. - PROVIDE 51HP50N "HETA20" ANCHOR SOLID 2x4 VERT. BK6. BTWN. TRU55 2 MIN. DIMENSION AT EA. FLOOR TRU55 - STRAP FROM FACE TOP 4 BOT. CHORDS FOR NAILIN6 TO STRAP FROM FILL ALL NAL HOLES OF BLK. WALL FILL ALL NAIL HOLES FACE OF BLK WALL TYPICAL FLR. TRUSS i BEAM TYPICAL FLR. TRUSS I BEAM L GMU HALL PARALLEL TO CMU WALL 2 PERPENDICULAR TO CMU WALL 12 12 TYPICAL TRUSS TO UPLIFT STRAP CONNECTION UPLIFT STRAP CONNECTION BLOCK ALL CONNECTION W CO C UNLESS OTHERH15E NOTED ON THE PLAN UNLE55 OTHERN15E NOTED ON THE PLAN 12 I UNLE55 OTHERWISE NOTED ON THE PLAN UPLIFT LOAD REQUIREMENT5 OBTAINED FROM SEALED EN6INEERIN6 DRAHIN65 FROM TRU55 MANUF. 2x4 X-BRAGINb AT 2x4 BOX FRAME AT 4b" O.G. MAX. H/ 16" DP. FLOOR 4b" O.G. MAX. INOR 05B 5HEATHIN6 EA. SIDE (CONNECT TO TRU55E5 W,/ MID Ib" DP. FLOOR FIRST (2) TRU55 BAYS -2x4 W rad NAILS AT 6" O.G.) AT FIRST (2) SPAN BR6.-FILL TRUSSES PER PLAN CONNECT EA. EN TRU55 BAYS -CONNECT EA. CORNER H/ ALL NAIL HOLES H/ (2)10d TOENAILS (2)IOd TOENAILS Ib" DP. CABLE END FLR, TRU55 OR 16" DP. LAM. BEAM PER PLAN Ell GONG. 51HP50N "HETA20" SETBACK FACE OF RIM BLK. AT EA. FLR. TRU55- BOARD I!2" FROM WALL FILL ALL NAIL HOLES FACE OF BLOCK FLR. TRUSS TO CMU WALL GONG BLOCK4NALLROVIDE 51MP50N "HETA20" ANCHOR ALTERNATE T 24" O.G. MAX. - PROVIDE 50LID BRACING BTWN. 4" DIMENSION TO FROM FACE OF B KBOT. CHI FOR NAILIN6UFILL ALL FLR. TRUSSES 12 STRAP CONNECTION NAIL HOLES MID SPAN BEARING CONDITION PERIMETER WALL DETAIL Q2__,) TRUSSES PARRALLEL TO WALL lst STY. FRAMING PLAN 1/4" = 1'-0" FRAMING PLAN NOTES: I. PERMANENT OR TEMPORARY BRAGING OF TRU55E5 PER HI591. ANY ADDITIONAL TRU55 BRAGIN6 REQUIRED WILL BE DETERMINED BY TRU55 ENGINEER ON 516NED AND SEALED TRU55 DIAGRAM5. 2. ALL TRU55 TO TRU55 GONNEGTOR5 TO BE SUPPLIED BY TRU55 MANUFACTURER, 3. FAINDIGATE5 #2 5YP OR BETTER 2x4 BLK6. AT 4b" O.G. BTWN. TRU55 BOT. GHORD5 W (2)-Ibd GOMMON5 TOE -NAILED EA. SIDE. (TYP. AT 15T (4) TRU55 BAYS AT ALL 6ABLE ENDS UNLE55 OTHERWISE 5HOHN ON THE PLAN) 4. ALL OVERHANGS TO BE 12' UNLE55 OTHERN15E NOTED ON FRAMING PLAN OR ELEVATIONS. 5. PROVIDE MIN. (2)-I0d TOE -NAILED GOMMON5 AT EA. TRU55 BEARIN6 BOTTOM GHORD TO TOP PLATE AT ALL FRAME BR6. HALLS. (ADDS 150 LB5 UPLIFT GAPAGITY TO STRAP ( APAGITY) 6. ALL INTERIOR FRAME BEARIN6 HALLS SUPPORT 6RAVITY LOADS ONLY (NO UPLIFT GONNEGTOR5 REQ'D.) 1. FLOOR TRUSS TOP GHORD BEARING CONDITION ON 13' DP. 61RDER TRU55 OR BEAM. 5.15T STY. OR 2ND STY. PLUMI HALL, TOILET, OR FLOOR FITTING. q. PROVIDE AG DUGT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENIN6 AT CENTER OF SPAN IO.PROVIDE 2x12 LEDGER (BOTTOM AT TRU55 BR6. HT) W (10) IOd NAILS AT EA. VERT. 5TUD. 11. PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DEGK NAILING. 12. ALL 61RDER5 5HOHN SINGLE PLY. FOR CLARITY - SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF PLIES. AIB/C/D/E 12 5� TYPE "A" = T-4" TYPE "B" = 5'4" TYPE 'C" = 4'-5" TYPE "D" = 6-0' TYPE "E" = 4'-0" SPAN PER TYPE TRUSS PROFILES DESIGN LOADS: 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: 6-01-09 C O � COO }' U O 0 O co Lu U_ _ = C? DC Lu t/a Q = Q W o t!) LuO Q U� i W W m Q � O r O _O f t0 O ~� Q V 0 ■.. W rya LL Q W O � J (f) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! 12 of 14 M!I ORLANDO C O � COO }' U O Z co _ = C? Q = Q W o Q U� w OJO � LLz � z O i W W m Q � O r O _O f t0 O ~� Q V 0 ■.. W rya LL Q W O � J (f) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! 12 of 14 M!I ORLANDO C O � COO }' U O co _ = C? Q = Q W o O Q LL. N i W W m Q � O r O _O f t0 O ~� Q V 0 ■.. W rya LL Q W O � J (f) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! 12 of 14 M!I ORLANDO INDICATES AREA WITH 7116" FIRE RETARDANT TREATED WOOD ROOF SHEATHING - INDICATES AREA WITH 7116" FIRE RETARDANT TREATED WOOD ROOF SHEATHING - %aI m I `J V 1 \I I I `i1 Y1 1 " - - - v■ .. . v DOUBLE K.O. BLOGK5 N/ (1) #5 @ EA. GOUR5E (8) 3/5" x 4" TITEN HO (5) 1/4" x 2 1/2"5D5 5GREN5 H @ 61RDER 51MP50N LGUM410 HANGER #7 GIRDER TRUSS J3CONNECTION DETAIL 51MPSON "MT512" 5TRAP AT EA. TRU55- r)PLATE LES WITH 10d x 1112" NAILS TRAP FOR UPLIFT5 UP TO 560 LBS. TRAP5 FOR UPLIFT5 BTNN. 560 AND 1120 L55. ADP'L. STRAP TO BE IN5TALLED ON OPP051TE 51DE OF TRU55 F GINEERED ROOF TRU55 OR COW FRAMED RAFTER FRAME BEARING HALL, BEAM, OR GIRDER TRU55 TYPICAL TRUSS TO FRAME WALL, BEAM, OR FLAT GIRDER TRUSS UPLIFT STRAP CONNECTION * UNLE55 OTHERH15E NOTED ON THE PLAN ° 5EE TYPICAL HALL 5ECTION FOR PLATE TO 5TUD CONNECTION UPLIFT LOAD REGUIREMENT5 OBTAINED FROM 5EALED ENGINEERING DRAWIN65 FROM TRU55 MANUF. Roof Girder Connector Schedule 6-01-09 O O O O Max. Max. W Plan r C Connector a0 Uplift Gravi W Mark Manuf. Model No. Qty. Load Load Fasteners / Remarks 1 SIMPSON MTS12 2 1720 (14) 1 O x 1-1/2" EA. 2 SIMPSON LGT2 1 1785 �z (14) 16d SINKERS AT WALL DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I O (16) 16d SINKERS AT GIRDER 3 SIMPSON MGT 1 3330 (1) 518" DIAM. BOLT 8" (22)-10d HDU4 1 3600 (10) - 1/4" x 2 1/2" SDS SCREWS (6) - TITEN 1/4" x 2 314" TO CMU 4 SIMPSON HU28 1 575 2450 —(4)—1 0d x 1 112" TO TRUSS (12) - TITEN 1/4" x 2 314" TO CMU 5 SIMPSON HU28-2 1 1085 4350 6 1 Od TO TRUSS (1 ID TITEN 1/4" x 2 3/4" TO CMU 6 SIMPSON HU410 1 1810 5085 10 1 Od TO TRUSS 8)- TITEN HD 3/8" x 4" TO CMU 7 SIMPSON LGUM410 1 3575 9620 8 1/4" x 2 1/2" SDS SCREWS 8 SIMPSON HTT16 1 3480 (1) 5/8" DIAM. BOLT TO CMU — {1-8)16dTOSTUD OR --- — — -- --__ _ (8) - TITEN 1/4" x 2 3/4" TO CMU MSTCM40 1 3300 22 16d SINKERS _MS T —U D 2nd STY. FRAMING PLAN 1/4" = 1'-0" 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 IST (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 REVD.) 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 2x4 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: 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: 6-01-09 O O O O U) �LU W ca UJ r C a0 2 Q ¢ LLJ rn W _C0 LU �U) �0 O O� 0 W �- w je@ OO � O O O O O O r �LU Z ca UJ r C 2 (w 2 Q ¢ LLJ rn �+U V Q Q O O� i C W �- w OO LJJ o � Q LLz LU l:-: 00) �z J (!3 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I O 13 of 14 Mil ORLANDO � O O O O O O r �LU W �Cj)w� ca UJ r C 2 (w 2 Q ¢ LLJ rn �+U V Q JZNeMr3 �J O N i C W �- W � O O O O O r ♦� Q V I� 0 Co (1) W LL Q LU l:-: 00) J (!3 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 13 of 14 Mil ORLANDO Design No. U0 BeaTing 'ACL bVing-2 HR. Wanbearing WAR Ratfng-2 H I mrt - ca 1. Cancirete Blacks*—Varilaus deli gim C las h Gabon D-2 br . See Candek Blocks a fm EA of uh durem. • m i"-8 rks Wj I'M fund manar, n+r . 3/8 in. illi not less than -2i�A and not more g n _pa� -ocumn_ sham znl to 11 part P r c -nt prop n vdu � and m mor than 5 percent h atoll Limp . crmpnt lurid . Ait jW"d staWred. PodtandStucco - r ft W_- . —Add ip hr to - - n md. 0 mbus rnnis are emed in u,lAas or b ;applied on th- a a ob ami achi a r 0 -as i ca of 1-1/2 hr, Attached cyan blooms I m 1 4. t o FJIf all core .aces filedwith lam * a nded %Wndad cWY go App(fttary Wn Press), water repaant 3flit irsulatlia, or Own v4a6d pafte *se fUL imuhtki add . hr to rus!dfication. 5, ha i p 0 S- howl -I- ,z ill, We yam; 4 WWWe Cakbu Corp.-TCorp.—Typ Therm 'Beawing the A (tassiRcation Markin -9 FORM d POS RAKED TIE BEAM 1U#5 BAR GONTAI 2" CLEARANCE TYP, 5TEP BLOCK WALL A5 REQUIRED TO MAINTAIN MIN. b' DEPTH FOR RAKE TIE BEAM 30" LONG #5 BAR - 2" CLEARANCE FROM BOT. OF OVERHANG BEND BAR ENDS -TO TIE T06ETHER I 5AWGUT OUT BLOCK i END GEL FACE TO INGREA5E POUR DEPTH AT ( ENTER OF HALL AT OVERHANG bxbxlb BLOCK WALL PER PLAN YLAN I IL/TIL RL IIV VRULV ULUUN ULLL _ I ILL .All -IV IV UVIIU. $ (105 BAR DONT. FROM FT6. TO TOP OF RAKE TIE BEAM ---' RAKE TIE BEAM DETAIL. 14 7/411=11-011 INOIGATE5 FORMED AND POURED INOIGATE5 FORMED AND POURED RAKE TIE -BEAM MIN. b" OP. - RAKE TIE -BEAM MIN. W DP. W 1#5 BAR CONT. aa. " . W/ 1#5 BAR CONT. e d -4 d d 12 ° : " 5EE PLANS FOR LOCATION OF 12 5PRIN6 POINT SPRING POINT VERTICAL REINFORCED BLOCK GELL5 - FOR 5:12 SLOPE 5 FILL 50LID W GONG. d 1#5 BAR DONT. d. 5 FOR 5:12 5LOPE RAKE TIE BEAM 21-0" FROM FTG. TO TOP OF RAKE TIE BEAM 21-011RAKE TIE BEAM a d dL1/ /1 L1 L1 /1 /1 L1 INDIGATE5 SINGLE bxbxlb GONG. KNOCKOUT BLOCK COUR5E FORMED 4 POURED FORMED Q POURED OVERHANG BOND BEAM - FILL SOLID Hl GONG. S 1#5 BAR GOVT. OVERHANG dJ c0 INDIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E BOND BEAM - FILL 50LID H/ GONG. $ 2#5 BAR5 GOVT. I TOP OF 5LAB +0'-0" (REF. ELEV) INDIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E BOND BEAM - FILL 5OLID 1^U GONG. d 2#5 BAR5 GONT. TOP OF SLAB +0'-0" (REF. ELEV) !4 `, SEPARATION WALL ELEVATION BTWN. UNITS "D" & "C" FROM LEFT SIDE. 74 1/411:::11-011 /411_11_011 51DE TO 51DE 5:12 5LOPE TO TOP OF 12 RAKE TIE BEAM 5 �d . da II' -I 15132" 2'-4 lib" dd. ' <, 12 INDIGATE5 FORMED AND POURED 6 ' 5EE PLANS FOR LOCATION OF Q d 5 RAKE TIE -BEAM MIN. 5" DP. VERTICAL REINFORCED BLOCK GELL5 -W/ 1#5 BAR GONT. 5PRIN5 POINT 12 ° a FILL 5OLIO H/ GONG. S 1#5 BAR DONT. FOR 5:12 5LOPE 5 - a FROM FT6. TO TOP OF RAKE TIE BEAM RAKE TIE BEAM 2'-011 d J////� d �L!L/L! FORMED 4 POURED INDIGATE5 51N6LE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E OVERHAN6 BOND BEAM - FILL 50LID W GONG. $ 1#5 BAR CONT. 5EE PLANS FOR LOGATION OF VERTICAL REINFORCED BLOCK GELL5 - am FILL 50LID W1 GONG. 8 1#5 BAR CONT. o SPRING POINT FOR FROM FT6. TO TOP OF RAKE TIE BEAM 12 0 5:12 SLOPE 15 RAKE TIE BEAM SE INOIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOCK GOR5E INOIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E BOND BEAM - FILL SOLID H/ GONG. 4 2#5 BAR5 DONT. BOND BEAM - FILL 50LID H1 GONG. t 2#5 BAR5 DONT. 51N -LE bxbxlb GOVERHAN6 VERHD ✓1 POURED KNOCKOUT BLOCK GOUR5E AN6 BOND BEAM - FILL 50LID 0 0 5EE PLANS FOR LOCATION OF o GONG. I#5 BAR GONT. m VERTICAL REINFORCED BLOCK GELL5 - d? FILL SOLID Wi GONG. d 1#5 BAR GONT, s FROM FTC). TO TOP OF RAKE TIE BEAM TOP OF 5LAB +0'-0" (REF. ELEV) TOP OF SLAB +0'-0" (REF. ELEV) SEPARATION WALL ELEVATION BTWN. UNITS "G" & "F„ AND "B" & "Al' FROM LEFT SIDE f4 I/411_ I I_OII LATEST REVISION DATE TO MASTER: 6-01-09 77> a- -- 0 0 O0 LU Z 9 W o C/)Cf)W 0 7r== �� @ INDIGATE5 FORMED AND POURED ° . INDI(ATE5 FORMED AND POURED RAKE TIE -BEAM MIN. b' OP. ° ° da RAKE TIE -BEAM MIN. b" DP. NU 1#5 BAR DONT. W/ 1#5 BAR DONT. Z < d' 5EE PLANS FOR LOCATION OF VERTICAL REINFORCED BLOCK GELL5 - d a:4 . SPRING PONT 12 d°' FILL SOLID 1^U GONG. $ I#5 BAR CONT. 12 5PRfN6 POINT FOR 5:12 5LOPE 5F__ Q FROM FTG. TO TOP OF RAKE TIE BEAM 5 FOR 5:12 SLOPE W Q RAKE TIE BEAM 2'-011 < .a d. ^ ' a 2'-0" RAKE TIE BEAM O /_L /� L1 /� /�i�JL .! (LL LL /� LL /� /� /� LL /1 /� /� d d dLU 0 FORMED d POURED INDIGATE5 51N6LE bxbxlb GONG. KNOCKOUT BLOCK GaR5E FORMED 8 POURED G J OVERHANG BOND BEAM - FILL 5OLID WGONG. 4 1#5 BAR CONT. OVERHANG O UL_ - O INDIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E BOND BEAM - FILL 50LID H/ GONG. d 2#5 BARS DONT. TOP OF SLAB +0'-0" (REF. ELEV) INDIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOCK GOURSE BOND BEAM - FILL 50LID W/ GONG. d 2#5 BARS DONT. TOP OF 5LAB +0'-0" (REF. ELEV) I W% z � SEPARATION WALL ELEVATION BTWN. UNITS "F" & "Ell AND "C" & "B" FROM LEFT SIDE. 14 1/411=11_11 51DE TO 51DE INDIGATE5 FORMED AND POURED 5:12 5LOPE TO TOP OF RAKE TIE -BEAM MIN. b" OP. INDIGATE5 FORMED AND POURED RAKE TIE BEAM 1^U 1#5 BAR DONT. RAKE TIE -BEAM MIN. b" DP. H/ 1#5 BAR DONT. °' da T'-5 13/1b" Q' -II 1f4" e ° 5EE PLANS FOR LOCATION OF d Q 5PRIN6 POINT 12 VERTICAL REINFORCED BLOCK GELL5 d .d 12 5PRIN5 POINT FOR 5:12 5LOPE 5 - e FILL 50LID Wl GONG. 8 1#5 BAR DONT. 5 FOR 5:12 5LOPE RAKE TIE BEAM2,-0.. d FROM FT6. TO TOP OF RAKE TIE BEAM a 21-011 RAKE TIE BEAM d d . d. a T1T1 T1T1T1T1 T1T1T1 T1ZO T1T1T111 T1T1T111 FORMED 8 POURED INOIGATE5 51N6LE bxbxlb GONG. KNOGKGIUT BLOCK GOUR5E FORMED B POURED OVERHANG BOND BEAM - FILL 5OLID W/ GANG. $ 1#5 BAR CONT. OVERHAN6 Q a CZ O i INDIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E BOND BEAM - FILL SOLID Hl GONG. d 2#5 BAR5 DONT. I TOP OF 5LAB +0'-0" (REF. ELEV) INOIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOCK GO1R5E BOND BEAM - FILL 5OLID Hl GONG. t 2#5 BAR5 GONT. TOP OF 5LAB +0'-0" (REF. ELEV) 12 d 5 3 � SEPAR4TION WALL ELEVATION BTWN. UNITS "E" & "D"FROM LEFT SIDE (REVERSE a� "C• & "B" 5PRI% POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED t POURED OVERHANG I%LE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E BOND BEAM - FILL 5OLIO s W GONG. Q 1#5 BAR GOVT. C O U a°Oo 1— LL3 z ~ Lfl W L 0 rC/5w� to W oOC, W m 21— �=cnv. Q = < LU O Q OBJ C LUN LL Q � a_ r C) - - r O ri O 0 � .- 1` 0 m 1 +.► W LJ_ Q W 0CJ? J DO NOT 5GALE PRINT51 GONSTRUGTION SHALL 5E PER INDIGATED DIMB610145 ONLY, ANY 015GRff ENGIE5 TO BE REPORTED TO Mil HOME5 FOR GLARIFIGATIOM 14 of 14 M/I ORLANDO DBL. 2x P.T. BLOCKING VERT. REINF. GONG. A#R5(A2TI 6" O ILS FILLED DELL W/BI-� n 1/2' EXP. BOLT AT 24' O.G. VERT. (2 3/4' EMBED) W/ 2"50. WASHER REINF. FILLED TOP BLOCK COURSE I I 51MP50N '51P2" AT EA. STUD AT EXTERIOR WALL5 USE 5PH4 (AT GONG. BLK INTERIOR BEAR CIN6 WALLS) WALL PER IVP. WALL SEC I I ATTACH EXT. 5HEATHIN6 TO 5TUD5 / PLATES PER STRUCTURAL NOTES VERT. REINF. GONG. FILLED (ELL W/ 145 BAR ( AT EXT. FRAME WALL TO BLOCK WALL, PROVIDE 2x P.T. W/ 1/2EXP. BOLT AT 24' O.G. VERT. (4" EMBED) W/ 2" 50. WA5HER5 PROVIDE 1112" EDGE DISTANCE FOR BOLTS a II N 51MP50N '51`2" AT EA. STUD AT EXTERIOR WALL5 (USE 5PH4 AT INTERIOR BEARING WALLS) I TOP OF 5LAB — J EXT. FRAME WALL TO BLOCK WALL CONNECTION DETAIL APPLIGABLE TO ALL EXTERIOR FRAME WALL5 ONLY UNLESS OTHERWISE NOTED ON FLOOR PLAN 1/5' GEMENT PLASTER PAPER BACK LATH BUILDIN6 WRAP (TYVEK) WALL 5HEATHIN6 PEEL AND STICK MEMBRANE FLASHING ALUMINUM WINDOW - PAA. FRAME SET IN DONT. BED OF SEALANT EXTERIOR WINDOW HEAD 5GALE: 2" - 1'-0" ALUMINUM WINDOW FRAME SET IN GOVT. BED OF SEALANT PEEL AND STICK MEMBRANE FLASHIN6 BUILDING WRAP (TYVEK) WALL 5HEATHIN6 PAPER BACK LATH 10 GEMENT PLA5TER --- EXTERIOR WINDOW SILL SCALE: 2" - 1'-0" ALUMINUM WINDOW FRAME SET IN CONT. J BED OF SEALANT PEEL AND STICK MEMBRANE FLA5HIN6 WALL 5HEAT14IN6 '-1/b' GEMENT PLASTER PAPER BACK LATH BUILDIN6 WRAP (TYVEK) EXTERIOR WINDOW JAMB SCALE: 2" - I'-0" TYVEK OVER 'G' PEEL AND STICK FLASNIN6 AND WINDOW FLANGE TAPE OVER CUT IN TYVEK C / I PEEL AND STICK DETAIL ' ------------ — — — — bxbxlb GONG. KNOCKOUT MANUF.1 TYPE: B — I I I I I 25' MIN. LAP BLK. TOP GOUR5E - FILL I I I I I I - START B 5TRIP5 HERE EDGE OF � IND�OW APPLY PER AND STICK FLA5HIN6 MEMBRANE IN ORDER STARTING AT SOTTO OF WINDOW AND OVERLAPPING AS INDICATED GROUT SOLID AT —0-) TOP OF BLK. WALL ®I O �`J — — — — — — — — — — RfD6E 2� TOP OF DELL COURSE - FILL Wl GONG. AND 145 —22 PEEL AND STICK DETAIL BLOCK CELL DETAIL PROVIDE 50LID 2x4 BLK6. BTWN. TOP/BOT. RAILS FOR SOLID NAfLIN6 OF STRAP PROVIDE 2x4 BLK6. B17^IN. FLR. TRU55- CONNECT TO BLK. W/ (4) 51MP50N 'M5TAM24" STRAP H/ 0.145 DIAx3" L. POWDER (5)1/4"x2 1/4' MA50NRY 5GREW5 ACTUATED FA5TENER5- PLACE TO BLOCK WALL AND (9)IOd BLK6. ALONG 51DE OF GABLE END GOMMON5 TO FLR TRU55 FLR• TRU55E5 .0 � o GONG. FILLED REINF. TOP BLK. CaUR5E PER EYP. WALL SECTION MISSED FLOOR TRUSS TO BLK. WALL STRAP PROVIDE (1) "M5TAM24" FOR EA. "HETA20" STRAP 5PEGIFIED METAL OR VINYL TRIM CONTROL / EXPAN51ON JOINT 10" GEMENT PLASTER PAPER BACK LATH Ib' WIDE PEEL 4 5TIGK MEMBRANE OR #15 FELT FLA5HING BUILDING WRAP (TYVEK) WALL 11EATHIN6 DETAIL @ CONTROL I EXPANSION JOINT SCALE: 3" - 1'-0" 51MP50N "MT5MIb" STRAP 1^U (4) 1/4"x2 1/4" TAPGON5 TO BLOCK WALL AND MlOd n 60MMON5 TO TRU55 i t ROOF TRU55 � II ll t IN5TALL ADVL. STRAP n DIA60NALLY FROM EA. �s 'm fl n I OTHER FOR 51N6LE 2x4 "T" OR "L' 5TRON6BACK AT GABLE GONG. FILLED REINF. MEMBER TRU55 2x4 LADDER FRMG. REOP. AT VERTICAL LONGER THAN 4b' GONNEGT AI/ TOP BLK. COURSE PER OVERHAN65 OVER 12"-GONNECT W/ 12d NAIL5 AT 12' O.G. TYP. WALL SECTION (2)12d TO TRU55 TOP CHORD STRUCTURAL ROOF 5HEATHIN6 SEE MISSED ROOF TRUSS TO BLK. WALL STRAP GO.2x4I^V ROOF NAILINGPATTERN 2-12d NAILS �r USE (I) MT5MIb STRAP FOR UPLIFT VALUES bbO L65. OR LE55 2x4 OUTLOOKERS AT 24' O.G. W/ 2x4 5TRON6BAGK IF GABLE TRU55 I5 USE (2) MT5MIb STRAPS FOR UPLIFT VALUES 1120 LBS. OR LE55 (3)124 TOE -NAILED TO TRU55 TOP TALLER THAN -0 UPLIFT VALUES OVER 1120 LB5. REQUIRE LETTER FROM ARGHITEGT OR ENGINEER CHORD I � � � 2x4 DIA6. 'X"-BRAGIN6 W/ (3)12d NAILS 1/Ib" 05B 5HEATHIN6 OVER GABLE END ( AT EA. 2x4 TO 2x4 JOINT TRU55—CONNECT W/ bd NAILS AT b' O.G.--SET 1�1 , BRACING SCHEDULE FACE OF 5HEATHIN6 FLUSH Wt BLK. WALL > i } SPAN BRAGIN6 REQ'D. (PROVIDE IV SPACE BTNN. PANEL5) I , , GREATER THAN 20 FT. 10 (3) PAIRS AT 1/4 PT5. (1) 1/16"ALE 56 5H ND IN6 I , , FT. TO 20 FT. LE55 THAN 10 PAIR AT MID -PT. NO FLOOR TRU55 I i , FT. BRACIN6 REOV. U.S.P. "EFTA" OR 51MP50N "LTAI" STRAP -SEE FRM6. PLAN FOR LOGATION5-5ET STRAP 2" I i i 20 BLK6. AT 4b" O.G. FROM GABLE GEMENT PLASTER FROM FACE OF BLOCK AND PARALLEL TO END BACK b'-0" TR BTwN. T 65 116" T PAPER BACK LATHF TRU55-FILL ALL HOLES W/ NAIL5 BOTTOM GHORD5 t GYPSUM GEILIN6 SIMPSON "HETA20" AT DIAPHRAM NAILING AIR INFILTRATION BARRIER EA. TRU65 VERT. OR ° GABLE END (DESIGN STANDARD: TYVEK) ( 24" O.G.--GONNECT W/ a bxbxlb GONG. KNOCKOUT BLK TOP ROOF TRU55 IOd NAILS AT b (14)IOd COMMONS INTO GORSE - FILL W/ GONG AND I-#5 O.G. b'-0" MAX. SPAN W/0 2xb RIDGE 2x4 VERTICAL 13LK6. 2xb VALLEY RAFTER5 (4)lbd 2x4 DOLLAR TIE IN NAILS UPPER 3RD OF ROOF HT. -- ---- - AT EVERY 3RD PAIR OF MT512 i 2x4 VERT. AT MT512 STRAP ' O. O.G. MAX. (ONLY STRAP AT SPANS > b'-0') 2x4 13LK6. AT VALLEY RAFTER BRC. BTWN. TRUSSES ROOF T RI55 ROOF TRU55 BELOW RAFTER HAND VALLEY FRMG. DETAIL ALTERNATE VALLEY DETAIL FROM TRU55 ENGINEER MAY BE SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA LICEN5ED 5TRUGTURAL ENGINEER STAMP 4' 5H1NGLE5 (ATTACH W/ 6ALV. METAL ROOFING NAILS PER MANUF. 3/4' DIA. x b" DP. HOLE bxbxlb GONG. KNOCKOUT MANUF.1 TYPE: z_ U-1 FOR #5 BAR DOWEL SET IN 25' MIN. LAP BLK. TOP GOUR5E - FILL GERTAINTEED 'LANDMARK 30 AR" GERTAINTEED 'LANDMARK 30" � w EPDXY ADHESIVE wl GONG. >� 145 BAR DONT. GROUT SOLID AT —0-) TOP OF BLK. WALL ®I O �`J — — — — — — — — — — RfD6E 2� TOP OF DELL COURSE - FILL Wl GONG. AND 145 —22 BAR DONT. LALL�tt DRIP EDGE/2" O I 4 ' 1 30 SAWGUT APPROX. 4 6YP5UM BD. 0 o T I 4 GONG. FILLED REINF. TOP GOUR5E PER #5 REBAR W/ STD. HOOK FLASHING: O 2 2 0 OPENING IN WALL DIAPHRAM AREA FASTEN N 5d NAI 5 !I ALUMINUM OR PRIME TRIM TYP. WALL 5EGTION 5' INGL. ALL ROOF AND WALL FLA5HIN6 TO BE ALUMINUM OR �� OVER 2x4/2xb NOTES: ROOF O.H. O ZONE I - USE bd NAILS @ 12" O.G. (FIELD) b" O.G. (EDGE) �'��� ZONE 2 - USE bd NAILS @ b" O.G. (FIELD/E06E) n ZONE 3 - USE 8d NAILS @ 4" D.G. (FIELD/EDGE) --DRILLED HOLE TO BE WOW. AND DOOR OIC. SEE PLANS FOR [i tt REINF. GONG. FILLED CANT. ALUM. GLEANED PRIOR TO tt " 112" DRYWALL OVER Ix2 P.T. (MIN) AT 24" 3000 P51 CELL #5 VERT. REBAR I D.G. (MAX) 0I5PEN51N6 ADHESIVE Lu GONG. --EPDXY ADHESIVE TO OPEN CMU WALL CELLS - REFER TO CELL W#5� " 25" MIN. LAP HIGH 5TREN6TH TYPE z REBAR #5 REBAR W/ STD. HOOK --REBAR DOWEL MUST TEXTURED GEMENT FIN15H OVER i II Ii BE GLEAN AND OIL FREE � i � SAwcUT I' W. DPI. IN BLOCK WALL HT. TRANSITION DETAIL SAWGUT4®APPR�H. GONG. FILLED BLOCK CELL A5 LOCATED WALL FROM TOP TO PER PLANS [I I BOTTOM FOR FULL HT. OPENING IN WALL REBAR PLACEMENT WOW. OPNG. � INTO CELL -FILL 50LID Z II 4" MIN. 31/2' MIN. GONG. SLAB (2500 P51) W/ 'V GROUT 25' MIN. LAP FIBERME5H OR bxb 10/10 WWM OVER P OF SLAB OF REBARS FINISH GRADE u n u �� CLEAN COMPACTED TERMITE TREATED FILL Lu CD 3/4' DIA. x b' OR HOLE FOR #5 BAR DOWEL SET IN X EPDXY ADHESIVE MONOLITHIC SLAB EDGE ADDED REINF. FILLED Ib" BLOCK CELL DETAIL PROVIDE 50LID 2x4 BLK6. BTWN. TOP/BOT. RAILS FOR SOLID NAfLIN6 OF STRAP PROVIDE 2x4 BLK6. B17^IN. FLR. TRU55- CONNECT TO BLK. W/ (4) 51MP50N 'M5TAM24" STRAP H/ 0.145 DIAx3" L. POWDER (5)1/4"x2 1/4' MA50NRY 5GREW5 ACTUATED FA5TENER5- PLACE TO BLOCK WALL AND (9)IOd BLK6. ALONG 51DE OF GABLE END GOMMON5 TO FLR TRU55 FLR• TRU55E5 .0 � o GONG. FILLED REINF. TOP BLK. CaUR5E PER EYP. WALL SECTION MISSED FLOOR TRUSS TO BLK. WALL STRAP PROVIDE (1) "M5TAM24" FOR EA. "HETA20" STRAP 5PEGIFIED METAL OR VINYL TRIM CONTROL / EXPAN51ON JOINT 10" GEMENT PLASTER PAPER BACK LATH Ib' WIDE PEEL 4 5TIGK MEMBRANE OR #15 FELT FLA5HING BUILDING WRAP (TYVEK) WALL 11EATHIN6 DETAIL @ CONTROL I EXPANSION JOINT SCALE: 3" - 1'-0" 51MP50N "MT5MIb" STRAP 1^U (4) 1/4"x2 1/4" TAPGON5 TO BLOCK WALL AND MlOd n 60MMON5 TO TRU55 i t ROOF TRU55 � II ll t IN5TALL ADVL. STRAP n DIA60NALLY FROM EA. �s 'm fl n I OTHER FOR 51N6LE 2x4 "T" OR "L' 5TRON6BACK AT GABLE GONG. FILLED REINF. MEMBER TRU55 2x4 LADDER FRMG. REOP. AT VERTICAL LONGER THAN 4b' GONNEGT AI/ TOP BLK. COURSE PER OVERHAN65 OVER 12"-GONNECT W/ 12d NAIL5 AT 12' O.G. TYP. WALL SECTION (2)12d TO TRU55 TOP CHORD STRUCTURAL ROOF 5HEATHIN6 SEE MISSED ROOF TRUSS TO BLK. WALL STRAP GO.2x4I^V ROOF NAILINGPATTERN 2-12d NAILS �r USE (I) MT5MIb STRAP FOR UPLIFT VALUES bbO L65. OR LE55 2x4 OUTLOOKERS AT 24' O.G. W/ 2x4 5TRON6BAGK IF GABLE TRU55 I5 USE (2) MT5MIb STRAPS FOR UPLIFT VALUES 1120 LBS. OR LE55 (3)124 TOE -NAILED TO TRU55 TOP TALLER THAN -0 UPLIFT VALUES OVER 1120 LB5. REQUIRE LETTER FROM ARGHITEGT OR ENGINEER CHORD I � � � 2x4 DIA6. 'X"-BRAGIN6 W/ (3)12d NAILS 1/Ib" 05B 5HEATHIN6 OVER GABLE END ( AT EA. 2x4 TO 2x4 JOINT TRU55—CONNECT W/ bd NAILS AT b' O.G.--SET 1�1 , BRACING SCHEDULE FACE OF 5HEATHIN6 FLUSH Wt BLK. WALL > i } SPAN BRAGIN6 REQ'D. (PROVIDE IV SPACE BTNN. PANEL5) I , , GREATER THAN 20 FT. 10 (3) PAIRS AT 1/4 PT5. (1) 1/16"ALE 56 5H ND IN6 I , , FT. TO 20 FT. LE55 THAN 10 PAIR AT MID -PT. NO FLOOR TRU55 I i , FT. BRACIN6 REOV. U.S.P. "EFTA" OR 51MP50N "LTAI" STRAP -SEE FRM6. PLAN FOR LOGATION5-5ET STRAP 2" I i i 20 BLK6. AT 4b" O.G. FROM GABLE GEMENT PLASTER FROM FACE OF BLOCK AND PARALLEL TO END BACK b'-0" TR BTwN. T 65 116" T PAPER BACK LATHF TRU55-FILL ALL HOLES W/ NAIL5 BOTTOM GHORD5 t GYPSUM GEILIN6 SIMPSON "HETA20" AT DIAPHRAM NAILING AIR INFILTRATION BARRIER EA. TRU65 VERT. OR ° GABLE END (DESIGN STANDARD: TYVEK) ( 24" O.G.--GONNECT W/ a bxbxlb GONG. KNOCKOUT BLK TOP ROOF TRU55 IOd NAILS AT b (14)IOd COMMONS INTO GORSE - FILL W/ GONG AND I-#5 O.G. b'-0" MAX. SPAN W/0 2xb RIDGE 2x4 VERTICAL 13LK6. 2xb VALLEY RAFTER5 (4)lbd 2x4 DOLLAR TIE IN NAILS UPPER 3RD OF ROOF HT. -- ---- - AT EVERY 3RD PAIR OF MT512 i 2x4 VERT. AT MT512 STRAP ' O. O.G. MAX. (ONLY STRAP AT SPANS > b'-0') 2x4 13LK6. AT VALLEY RAFTER BRC. BTWN. TRUSSES ROOF T RI55 ROOF TRU55 BELOW RAFTER HAND VALLEY FRMG. DETAIL ALTERNATE VALLEY DETAIL FROM TRU55 ENGINEER MAY BE SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA LICEN5ED 5TRUGTURAL ENGINEER STAMP 4' 5H1NGLE5 (ATTACH W/ 6ALV. METAL ROOFING NAILS PER MANUF. 5' INGL. INSTALLATION DETAILS) OVER 15# FELT (2" SIDE LAP / 4" END LAP MANUF.1 TYPE: ROOF E06E ROOF O.H. RATED STRUCTURAL 5HEATHIN6 (SEE ROOF NAILIN6 PATTERN) AND GERTAINTEED 'LANDMARK 30 AR" GERTAINTEED 'LANDMARK 30" � HURR. STRAP AT EA. TRU55 SEE 12 --02------ —0-) ®I O �`J — — — — — — — — — — RfD6E 2� COURSE - FILL Wl GONG. AND 145 —22 BAR DONT. LALL�tt DRIP EDGE/2" O I 4 ' 1 30 ROOF E06E 6YP5UM BD. 0 o T I 10 4'-0" FLASHING: O 2 2 0 DIAPHRAM AREA FASTEN N 5d NAI 5 ALUMINUM OR PRIME TRIM O3 5' INGL. ALL ROOF AND WALL FLA5HIN6 TO BE ALUMINUM OR �� OVER 2x4/2xb ROOF O.H. O ZONE I - USE bd NAILS @ 12" O.G. (FIELD) b" O.G. (EDGE) 0 ZONE 2 - USE bd NAILS @ b" O.G. (FIELD/E06E) n ZONE 3 - USE 8d NAILS @ 4" D.G. (FIELD/EDGE) I' SOLID 20 BLK6. uBAR CONT i DONT. 2x4 MIN. P.T. PLATE w/ In;; FLAT CEILING GABLE END 5IW50N'L5TA12" 2x4 DONT. BLK6. DIA. A.B. OR 5/b EXP. BOLT W/ 2 50. WASHER AT 46' O.G. MAX. OR ' STRAP AT 24'0.GDBL. 2x4 TOP (2)POWER-DRIVEN NAILS (SIZE TRU55 TO PLANE MID -WALL EQUAL TO 10d GOMMON) AT Ib' O.G. PLATE WEEP REE°TYP. GABLE END FRAME WALL I/2" MIN. GEMENT u GABLE END PLASTER "HETA20" GABLE END TRUSS DETAIL 8° GMU WALL DETAIL @ BLOCK/ FRAME CONNECTION SCALE: 3" = 1'-0" PRE-EN6'RED FLOOR TTRU55E5 AT 24' O.G. CONNECT EA. TTRU65 BOT. CHORD w/ (2)lbd MIN. GOMMON5 TOE -NAILED TO TOP PLATT= 1/2" 6YP5UM BD. DBL. 2x TOP PLATE R-11 INSULATION AT ALL WALL5 ADJACENT TO NON -AIR GONDITIONED SPACES 2x GONT. MID -WALL 13LK6. (WALL5 OVER b' H. -PROVIDE BLK6. AT 4'-0' O.G. MAX) 112' DRYWALL 2x 5TUD5 @ I b' O.G. #2 5PF OR BETTER 2x4 P.T. SILL PLATE - ATTACH W/ (2) GONG. NAILS OR (1) POWDER ACTUATED FASTENER AT 24" D.G. 31/2" MIN. GONG. SLAB (2500 P51) W/ FIBERME5H OR bxb 10/10 WWM OVER VAPOR BARRIER GLEAN COMPACTED�� O O Ej � EARTH FILL THIGKEND SLAB FOOTING PER SLAB PLAN TYP. INT. BRIG. WALL SECTION SCALE: 1 I/2"= I' -O" STRAP ALTERNATIVE SCALE : 1/2" = 1'-0" LATEST REVISION DATE TO MASTER: 6-01-09 LLQ ry Ei 0 0 w Lu Lu 0 5H1NGLE5 (ATTACH W/ 6ALV. METAL ROOFING NAILS PER MANUF. APPROVED SHINGLES INSTALLATION DETAILS) OVER 15# FELT (2" SIDE LAP / 4" END LAP MANUF.1 TYPE: AND GAP NAILS AT 12" O.G.-EDGE, 24" O.G.-FIELD) ON 1/(b" SPAN RATED STRUCTURAL 5HEATHIN6 (SEE ROOF NAILIN6 PATTERN) AND GERTAINTEED 'LANDMARK 30 AR" GERTAINTEED 'LANDMARK 30" PRE-ENC'RED ROOF TTRU55E5 AT 24" O.G. HURR. STRAP AT EA. TRU55 SEE 12 ROOF PLAN PEP, � ELEV. R-30 INSULATION bxbxlb GONG. KNOCKOUT BLK. TOP COURSE - FILL Wl GONG. AND 145 BAR DONT. LALL�tt DRIP EDGE/2" O w 6YP5UM BD. OVER FASCIA 4'-0" FLASHING: FASCIA MATERIAL TO BE 12" DIAPHRAM AREA FASTEN N 5d NAI 5 ALUMINUM OR PRIME TRIM AT 4" O.G. REMAINDER AT 1" D.G. ALL ROOF AND WALL FLA5HIN6 TO BE ALUMINUM OR �� OVER 2x4/2xb QALY. METAL MATERIAL. CONNECT W/ GALY. METAL 5UBFA5GIA REFER TO 5UBD. n PRE-ENGRED. PRECAST GONG. LINTEL ABV. TYP. NAILS AT 24` D.G. MAX. 5PEGIFI(ATION5 FOR FASCIA # a WOW. AND DOOR OIC. SEE PLANS FOR MATERIAL tt LOGATION5 AND TYPES CANT. ALUM. tt " 112" DRYWALL OVER Ix2 P.T. (MIN) AT 24" VENTED SOFFIT z I D.G. (MAX) Lu GORE-FILL 500 FOAM INSULATION IN ALL t OPEN CMU WALL CELLS - REFER TO " ENERGY CALCULATION FOR R -VALUE z II TEXTURED GEMENT FIN15H OVER II #5 VERT. BAR TIED INTO #5 BAR DOWEL 8xbxlb GONG. BLOCK it AND TOP COURSE REBAR AT EA. REINF. GONG. FILLED BLOCK CELL A5 LOCATED PER PLANS PRECAST WOW. SILL - TYP. AT 5TD. WOW. OPNG. � Z ipt di 4" MIN. 31/2' MIN. GONG. SLAB (2500 P51) W/ tNt FIBERME5H OR bxb 10/10 WWM OVER tu' VAPOR BARRIER FINISH GRADE u n u �� CLEAN COMPACTED TERMITE TREATED FILL MONOLITHIC SLAB EDGE #5 BAR DOWEL TIED TO FT6. REBAR Ib" FOOTING PER SLAB PLAN AT EA. REINF. FILLED CELL A5 MIN. LOCATED PER SLAB PLAN TYP. EXT. BLOCK WALL SECTION 5GALE: I/2"= I'-0" LATEST REVISION DATE TO MASTER: 6-01-09 LLQ ry Ei 0 0 w Lu Lu 0 C O ca U ao oo � Z ' . H w Lo L U m to tQLu opF-m 21- �x:U) Q = Q wo Urn M >+V JZ"'M O Q c W N LL m C � Q � O r _O r O O O r r }� w U q W Q �� M J 1 Q a) W LJ. Q Lu n 0U) J U) DO NOT 5GALE PRINT51 GON5TRUGTION SHALL IE PER INDIGATED DIMEN51ON5 ONLY, ANY 015GREPENGlE5 TO 13E REPORTED TO Mil HOME5 FOR GLARIFIGATIONI DZ M/I ORLANDO H Z uj Q U� LU O w O �z - �zLL 0 C O ca U ao oo � Z ' . H w Lo L U m to tQLu opF-m 21- �x:U) Q = Q wo Urn M >+V JZ"'M O Q c W N LL m C � Q � O r _O r O O O r r }� w U q W Q �� M J 1 Q a) W LJ. Q Lu n 0U) J U) DO NOT 5GALE PRINT51 GON5TRUGTION SHALL IE PER INDIGATED DIMEN51ON5 ONLY, ANY 015GREPENGlE5 TO 13E REPORTED TO Mil HOME5 FOR GLARIFIGATIONI DZ M/I ORLANDO ROOF TRUSSES OR 2x RAFTERS cl AT 24" O.G.- GONNEGT CoQ W/ (2)lbd MIN. COMMONS 1/2" DRYWALL OVER Ix2 P.T. (MIN) bd NAILS AT 3 O.G. AT TOE -NAILED TO TOP PLATE T SHEATHING EDGES R-30 INSULATION STAGGER NAILS BTWN. "51`2" AT EA. SINGLE SEE ROOF PLAN FOR REOV. PANEL EDGES STUD TO TOP PLATE t STRAP AT EA. MEMBER NOTES: 05P AT EA. DOUBLE F— I. NAILHEADS SHALL - STUD PANEL EDGE TO ===IT---- U ENERGY GALGULATION FOR R -VALUE NOT PENTRATE THE FAGE _ _____u_ - I I TOP PLATE �� REFER TO HEADER OF THE SHEATHING BY MORE U i 5GHED. FOR SIZES THAN THE NAILHEAD THICKNESS. II 5P2 AT Ib O.G. 2. PROVIDE I/b" SPACE BETWEEN i ti i I u ACROSS HDR. SPAN SHEATHING PANELS. H b" G.M.U. W U I "L5TA24" STRAP AT I I I I u H I HDR. STUD TO BEAM I bd NAILS AT b" O.G. VERT. U Ap4jI I I (2) 5TRAP5 EA. 51DE AT FIELD 5TUD5 H H I WITH (4) OR MORE TRUSSES H H 2x STUDS AT I ACROSS OPN6. U bd NAILS AT 3" O.G. AT I U I I I I6 O.G. I SHEATHING EDGES U NO STRAP REOV. AT I 15TA24" STRAP AT HDR. STAGGER NAILS BTWN. U U STUD TO PLATE IF i STUD TO RIM BDJBLKG. PANEL EDGE5 U 6I SHEATHING CONT. TO I FOR OPNG5. > 5'-O" 11 BOT. OF FLR. TRD55 I bd NAILS AT 3" O.G. HORIZ. I I WFLR. TRUSSES AT I 2x4 OR 2xb RIM BD. BTWN. AT 2x SILL PLATE H u 24" O.G. I FLR. TRU55 -- CONNECT TO --_ .4Lw :---.-LL- :LL--- : -_ TRUSS W/ (4)lbd NAILS (2x4) —_— 2-- 7 b Ibd NAILS 2xb 2X4 BLKG. BTWN. r-- ._ — •— 2x4 BLK6. BTWN. RIM BD. AT ALL j►; I I: I I: I I RIM BO. AT ALL I 2x4 P.T. RIM BD. BTWN. SHEATHING EDGES --Ll- _-- Ll- SHEATHING EDGES FLR. TRU55 -- CONNECT REFER TO 5UBO. TO TRU55 W (4)lbd NAILS PROVIDE DBL. ROW OF bd NAILS AT bd NAILS AT 3" O.G. HORIZ. #5 BAR DOWEL TIED TO ALTERNATE CONT. 2xb TOP RAIL I.L.O. AT TOP AND BOTTOM RIM BD. DBL. 2x4 SOLID BLK6. NAILING TO FLR. TRU55 BLK6. BTWN. RAILS OR TRU55 CHORD BELOW R. STUDS EXT. WALL SHE H I N G AT OF OPNGS. > 5'-0" "HETA20" STRAP AT EA. FLR. TRU55 END GONG. BLOCK EXT. WALL REFER TO ENERGY CALCULATION LOCATED PER SLAB PLAN Of�i��4f7�1.CA��EI�iL71dIi�5 DETAIL AT 2-STY.2-STY. EXT. FRAME REQUIRED NAILING PATTERN FOR WALL CONNECTOR DETAIL SHEATHING TO AGT AS UPLIFT LOO CONNECTOR CONNECTOR BETWEEN WALL 5TUD5 AND FLOOR TRU55E5 HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL VENTED SOFFIT W 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 1-1/2" (38MM) BETWEEN THE WALL 1112" MIN. 1 1/2" DIAMETER DONT. HANDRAIL LESS THAN TYPICAL SECTION AT HANDRAIL AND THE HANDRAILS A, BALUSTER SPACING MUST REJECT 4" DIA. SPHERE W_ 0 UP TO HEIGHT OF 34"- BOTTOM RAIL OR CURB Lu MUST REJECT 2" DIA. SPHERE J STAIR TREAD AND RISER CALCULATION Q (2) RISERS + (1) TREAD = 24" (MIN.) TO 25" (MAX.) REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND RISERS HANDRAIL WITH GIRGULAR GRO55 SECTION DIAMETER BTWN. 1 1/2" TO 2", OR PROVIDE GR055 TOTAL STAIR RUN SECTION OF EQUIVALENT MINIMUM TREAD (NOT INCLUDING NOSING) = Q" WIDE 3/4' PLYWOOD GRA517ABILITY PERFORMANCE 26 BLOGKIN6 BEHIND HANDRAIL I" NOSING FLOORING TOP AT 39" ABOVE EDGE (1F TREAD FLOOR TRI65 �,- NAIL (2)2x4 TO BOTTOM OF NOTE: PICKETS SHALL BE PLACED NO GREATER THAN 4" O.G. ,'� ,�� FLOOR TRU55 12" OR LE55 IAO STRINGER / / IN DEPTH I' N051N6 / 2x12 TREAD / / 26 5TAIR LEDGER CONNECT TO FLOOR TRU55 W/ (2)IOd NAILS AT 3/4" PLYWD. / b" O.G. MAX. OR EQUIVALENT RISFR / Lu cl (2" 51DE LAP / 4" END LAP AND GAP NAILS CoQ Lu 1/2" DRYWALL OVER Ix2 P.T. (MIN) l/Ib" SPAN RATED STRUCTURAL SHEATHING T (SEE ROOF NAILING PATTERN) AND R-30 INSULATION PRE-ENG'RED ROOF TRUSSES AT 24" O.G. II GORE -FILL 500 FOAM iN15ULATION IN ALL HURR. STRAP AT EA. TRU55 �Z SEE ROOF PLAN PER F— CANT. 2x4 DBL. PLATE W/ ELEV. U ENERGY GALGULATION FOR R -VALUE SIMPSON 5P2 AT EA. STUD A A A A A A � w m C) DRIP EDGE O AT EA. REINF. GONG. FILLED BLOCK b" G.M.U. 4'-0" Lu o 12" L o � II PREGA5T WN. SILL - TYP. AT OVER FASCIA 5TD. WDW. OPNG. FASTEN W/ 5d NAILS AT 4" D.G. O Qz REMAINDER AT -I" O.G. FA5GIA MATERIAL TO z � u,n11 uII 1111 4" 3 1/2" MIN. GONG. SLAB (2500 P51) W a W/ FIBERME5H OR bxb 10/10 WWM T izL Iu1 OVER VAPOR BARRIER FIN15H GRADE 00 // �m Q / / 2x4 P.T. / KICK PLATE TYPICAL ST SCALE: N.T.5. / CONNECT GARRIA6E TO LEDGER / W/ (2)IOd TOE -NAILED GOMMON5 / STAGGERED EA. 51H CONNECT PLY&. R15ER TO TREAD WITH (4) bd NAILS \-2x12 GARRIA6E AT 510B AND CENTER OF 5TAIR5 WITH 2xb SPACER AT SIDE WALL5 CONNECT 5PAGER TO EA. STUD W/ (2) IOd GOMMON5 AIR SECTION APPROVED SHINGLES MANUF.1 TYPE: GERTAINTEED "LANDMARK 30 AR" GERTAINTEED "LANDMARK 30" FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ GALV. METAL NAILS AT 24" O.G. MAX. GOVT. 2xb TOP RAIL- GONNTEGT TO FLR. TRU55 W/ (b)Ibd NAILS EXT. 5HEATHING NAILING PATTERN: PROVIDE bd NAILS AT 3" O.G. (2) ROW5 AT 2xb TOP RAIL (1) ROW AT 2x4 BOT. RAIL CONT. 2x4 BOT. RAIL- CONNECT TO FLR. TRU55 W/ (4)lbd NAILS (2x4 P.T. IF IN CONTACT Wl GONG) :j ALTERNATE FLR. TRUSS END RAILS IN LIEU OF 2x4 BLK6. BTWN. RAILS AS PART OF FLR. TRU55 END GON5T. ��2x4 5YP #2 STUDS o I b' O.G. r- 3/4' PLYWOOD FLOOR PRE-EN6'D. FLOOR TRUS6E5 @ 24" O.G. 711b'MIN. 5TR TUBAL WALL 5HEAT HIN6 TOP GHORD OF BOT. GHORD FLOOR TR1155 OF FLOOR TRU55 6YP5UM BOARD 2x4 DIAPHRAM BLOGKIN6 ® 24' O.G. NAILER GONTINUOU5 AGRO55 I5t (2) TRIM BAY5 GONNEGT TO EA. BOTTOM GHORD W/ (4) IOd NAILS "}ETA20" 5TRAP @ 24' O.G. PROVIDE 50LID 2x4 BLOGKIN67 BETWEEN TOP 4 BOT. GHOR05 WHERE 5TRAP DOES NOT AL16N W/ TR65 VERTICAL. DETAIL @ FLOOR TRUSS PARALLEL TO WALL KUUr I KUStlI=t� {. AT 24" O.G.- H/ .G:W/ (2)lbd MIN. TOE -NAILED TC 51 MP5c 2x 5TUD5 A Ib" O.G. FLR. TRU5� 24" 0 'OF PLAN FOR REQ'D. kP AT EA. MEMBER -REFER TO HEADER SCHED. FOR 51ZES iIMP50N "D5P" AT Ib" O.G. -RO55 HDR. SPAN MP50N 15TA24" STRAP AT ?R. STUD TO BEAM x4 OR 2xb RIM BD. BTWN. LR. TRU55 -- GONNEGT TO ZU55 HU (4)lbd NAILS (2x4) (Olbd NAILS (2x(b) 2x4 P.T. RIM BD. BTWN. FLR. TRU55 -- CONNECT -0 TRU55 W/ (4)lbd NAILS DBL. 2x4 SOLID BLK6. BELOW HDR. 5TUD5 OF OPN65. > 5'-0" AP AT 24" O.G. MAX. AT VVI,V. VLVVI� L/\ I . Y V lLL FLR. TRU55 PERP. TO WALL OR 24" O.G. AT GABLE END TRU65 2-5TY. EXT. FRAME HALL GONNEGTOR DETAIL SHINGLES (ATTA( H W/ GALV. METAL ROOFING NAILS PER MANUF. INSTALLATION DETAILS) OVER 15# FELT (2" 51DE LAP / 4" END LAP AND GAP NAILS AT 12" O.G.-EDGE, 24" O.G.-FIELD) ON 1/2" DRYWALL OVER Ix2 P.T. (MIN) l/Ib" SPAN RATED STRUCTURAL SHEATHING T (SEE ROOF NAILING PATTERN) AND R-30 INSULATION PRE-ENG'RED ROOF TRUSSES AT 24" O.G. II GORE -FILL 500 FOAM iN15ULATION IN ALL HURR. STRAP AT EA. TRU55 12 SEE ROOF PLAN PER F— CANT. 2x4 DBL. PLATE W/ ELEV. U ENERGY GALGULATION FOR R -VALUE SIMPSON 5P2 AT EA. STUD A A A A A A I #5 VERT. BAR TIED INTO #5 BAR 1/2" EXTERIOR PORTLAND LU 1/2" GYPSUM BD. DRIP EDGE O AT EA. REINF. GONG. FILLED BLOCK b" G.M.U. 4'-0" CELL AS LOCATED PER PLANS 12" �z DIAPHRAM AREA II PREGA5T WN. SILL - TYP. AT OVER FASCIA 5TD. WDW. OPNG. FASTEN W/ 5d NAILS AT 4" D.G. O J REMAINDER AT -I" O.G. FA5GIA MATERIAL TO z � u,n11 uII 1111 4" 3 1/2" MIN. GONG. SLAB (2500 P51) BE ALUMINUM OR W/ FIBERME5H OR bxb 10/10 WWM 5/4" PRIME TRIM BOARD Iu1 OVER VAPOR BARRIER FIN15H GRADE OVER 2x4/2xb 5UBFA5GIA GLEAN COMPACTED REFER TO 5UBO. II EARTH FILL #5 BAR DOWEL TIED TO 5PEGIFIGATION5 FTG. REBAR AT EA.MONOLITHIC R -II MIN. INSULATION - FOR FA5GIA MATERIAL REINF. FILLED CELL AS REFER TO ENERGY CALCULATION LOCATED PER SLAB PLAN MIN. FOR REQUIRED INSULATION R -VALUE CONT. ALUM. VENTED SOFFIT 2x4 SYP STUDS AT 16" O.G. @ 6-1 IV WALLS 7/b" THK. GEMENT PLASTER OVER 2Xb 5PF 5TUD5 AT Ib' O.G. @ WALL5 > S' -I I/b" H. 1/I6" MIN. 5TRUGTURAL WALL 5HEATHIN6-5EE DETAIL FOR CONT. 2x4 PLATE REQ'D. NAILING PATTERN 3/4" T46 PLYWOOD FLOOR -NAILED $ CONT. 2x4 TOP RAIL-(ONNEGT GLUED K/ bd NAILS AT 12" O.G. IN FIELD TO FLR. TRU55 W/ (4)I(od NAILS AND b" O.G. AT PANEL EDGE5 2X4 WOOD BLOCK BY PROVIDE DRAFTSTOPPING TO SEPARATE TR)55 MANUFACTURER CEILING AREAS NO GREATER THAN 500 S.F. CONT. 2x4 PT BOTTOM RAIL-GONNECT TO FLR TRU55 W/ (4)lbd NAILS rKPfr'-EN6 . . TRU E5 CONTINUOUS PVG MID WALL O.G. STUCCO WEEP SCREED I/2" 6YP5UM BD. 5IMP50N "HETA20" AT EA. TRU55 4'-0° (5/b" TYPE "X" GYP. BD FILL ALL HOLES W/ NAILS DIAPHRAM AREA @ GARAGE GEILING W/ (TRUSS PARRALLEL TO WALL -STRAP AT FASTEN W/ 5d NAILS AT 4" Q.G. LIVING AREA ABOVE) EA. VERT. CHORD (24" O.C. MAX) �REMAINDER AT T O.G. bxbxlb GONG. KNOCKOUT BLK. -ENGRED. PRECAST GONG. LINTEL TOP COURSE - FILL W/ GONG. ABV. TYP. WDW. AND DOOR OPNG5. AND I-#5 BAR DONT. � SCALE: I/2"=1'-0" NO 5TRUGTURAL MEMBER OR BLD6. 5ERVIGE 5HALL PENETRATE THE FIRE RATED SHAFT WALL BETWEEN UNITS. A5PHALT 5HIN6LE5 ON 5TRUGTURAL 5HEATHIN6 4-0`MIN.EAGH 51DE OF CENTER LINE OF WALL - (5EE ROOF NAILING PATTERN) PROVIDE FIRE RETARDANT TREATED WOOD AND PRE-EN6RED ROOF ROOF 5HEATHIN6 TRU55E5 AT 24" O.G. Q fl CD ,;; ;2 MAINTAIN 2KE TIE BEAM� (R NNGE DONT. Q TO REBAR FROM TDP OF BEAM �� II 0 51N67LE bxbxlb GONG. --/ Lu KNOCKOUT BLK. GOUR5E i2 - FILL W1 GONG. AND 0 1-#5 BAR CONT. lz 0 m �o z X m 0 0 2xb GONT. P.T. W/ (1) ROW5 OF Q 1/4"x 2-3/4" TAPGONS AT 12" -' O.G.- 5TA66ERED 3/4" PLYWOOD DEGKIN6 PROVIDE CONT. FIRE CAULK OR FIRE WOOL @ ROOF Ft ISHEATHING AND RAKE BEAM GON5TRUGTION JOINT 99 .. Roof- 5 5 AT 24" O.G. X1/2" GYPSUM BD. R-30 INSULATION FOAM GORE FILL IN51JLATION IN ALL OPEN GM) WALL GELL5 - REFER TO ENERGY CALCULATION FOR R -VALUE 1/2" DRYWALL OVER DBL. Ix2 P.T. AT 24" O.G. (MAX) bxbxlb 2 HR. FIRE -RATED GMU WALL #5 VERT. BAR TIED INTO #5 BAR DOWEL AND TOP COUR5E REBAR AT EA. REINF. GONG. FILLED BLOCK CELL A5 LOCATED PER PLAN5 3/4" T46 PLYWOOD FLOOR -NAILED 4 GLUED W/ bd NAILS AT 12" O.G. IN FIELD - AND b" D.G. AT PANEL EDGES PROVIDE DRAFT5TOPPIN6 TO 5EPARATE GEILIN6 AREAS NO GREATER THAN 500 5.F. CPRE-EN6IRED.FLR TRU55E5 AT 24" O.G. (MAX) 5TA66ERED DOUBLE bxbxlb GONG. BTWN. ADJ. UNIT5 KNOCKOUT BLK. GOUR5E - FILL Wl GONG. AND 112" GYPSUM BD. I-#5 BAR DONT. Lu GORE -FILL 500 FOAM INSULATION IN ALL OPEN GMU WALL CELLS 0 ts m 1/2" DRYWALL OVER DBL. Ix2 P.T. �o (MIN) AT 24" O.G. (MAX) 00 bxbxlb 2 HR. FIRE -RATED GMU WALL Q) Q) #5 VERT. BAR TIED INTO #5 BAR DOLL AND TOP GOUR5E REBAR AT EA. REINF. GONG. FILLED BLOGK CELL A5 LOCATED PER PLANS xl 31/2" MIN. GONG. 5LAB (2500 P51) W/ FIBERME5H N OR bxb 10/10 WWM OVER VAPOR BARRIER �- GLEAN GOMPA( TED EARTH FILL MONOLITHIC SLAB FOOTING PER 5LAB PLAN 2-011 TYP. UNIT SEPARATION HALL 5EGTION AT j RELLEL TO FRAME HALL ROOF TRU55 PAR 56ALE: 1/2"=11-0° LATEST REVISION DATE TO MASTER: 6-01-09 w SEE PLAN5 FOR LOGATION5 AND TYPES 1/2" DRYWALL OVER Ix2 P.T. (MIN) T AT 24`0.G. (MAX) Lu II GORE -FILL 500 FOAM iN15ULATION IN ALL ry w c) o II OPEN GMU WALL GELL5 - REFER TO Lu o U ENERGY GALGULATION FOR R -VALUE � A �� I #5 VERT. BAR TIED INTO #5 BAR 1/2" EXTERIOR PORTLAND LU DOWEL AND TOP COURSE REBAR CEMENT PLASTER OVER O AT EA. REINF. GONG. FILLED BLOCK b" G.M.U. CELL AS LOCATED PER PLANS �z II PREGA5T WN. SILL - TYP. AT 5TD. WDW. OPNG. Q O J z � u,n11 uII 1111 4" 3 1/2" MIN. GONG. SLAB (2500 P51) W/ FIBERME5H OR bxb 10/10 WWM Iu1 OVER VAPOR BARRIER FIN15H GRADE n GLEAN COMPACTED �, II EARTH FILL #5 BAR DOWEL TIED TO FTG. REBAR AT EA.MONOLITHIC SLAB EDGE REINF. FILLED CELL AS 20 FOOTING PER SLAB PLAN LOCATED PER SLAB PLAN MIN. TYP. EXT. 2 -STORY WALL SECTION SCALE: I/2"=1'-0" NO 5TRUGTURAL MEMBER OR BLD6. 5ERVIGE 5HALL PENETRATE THE FIRE RATED SHAFT WALL BETWEEN UNITS. A5PHALT 5HIN6LE5 ON 5TRUGTURAL 5HEATHIN6 4-0`MIN.EAGH 51DE OF CENTER LINE OF WALL - (5EE ROOF NAILING PATTERN) PROVIDE FIRE RETARDANT TREATED WOOD AND PRE-EN6RED ROOF ROOF 5HEATHIN6 TRU55E5 AT 24" O.G. Q fl CD ,;; ;2 MAINTAIN 2KE TIE BEAM� (R NNGE DONT. Q TO REBAR FROM TDP OF BEAM �� II 0 51N67LE bxbxlb GONG. --/ Lu KNOCKOUT BLK. GOUR5E i2 - FILL W1 GONG. AND 0 1-#5 BAR CONT. lz 0 m �o z X m 0 0 2xb GONT. P.T. W/ (1) ROW5 OF Q 1/4"x 2-3/4" TAPGONS AT 12" -' O.G.- 5TA66ERED 3/4" PLYWOOD DEGKIN6 PROVIDE CONT. FIRE CAULK OR FIRE WOOL @ ROOF Ft ISHEATHING AND RAKE BEAM GON5TRUGTION JOINT 99 .. Roof- 5 5 AT 24" O.G. X1/2" GYPSUM BD. R-30 INSULATION FOAM GORE FILL IN51JLATION IN ALL OPEN GM) WALL GELL5 - REFER TO ENERGY CALCULATION FOR R -VALUE 1/2" DRYWALL OVER DBL. Ix2 P.T. AT 24" O.G. (MAX) bxbxlb 2 HR. FIRE -RATED GMU WALL #5 VERT. BAR TIED INTO #5 BAR DOWEL AND TOP COUR5E REBAR AT EA. REINF. GONG. FILLED BLOCK CELL A5 LOCATED PER PLAN5 3/4" T46 PLYWOOD FLOOR -NAILED 4 GLUED W/ bd NAILS AT 12" O.G. IN FIELD - AND b" D.G. AT PANEL EDGES PROVIDE DRAFT5TOPPIN6 TO 5EPARATE GEILIN6 AREAS NO GREATER THAN 500 5.F. CPRE-EN6IRED.FLR TRU55E5 AT 24" O.G. (MAX) 5TA66ERED DOUBLE bxbxlb GONG. BTWN. ADJ. UNIT5 KNOCKOUT BLK. GOUR5E - FILL Wl GONG. AND 112" GYPSUM BD. I-#5 BAR DONT. Lu GORE -FILL 500 FOAM INSULATION IN ALL OPEN GMU WALL CELLS 0 ts m 1/2" DRYWALL OVER DBL. Ix2 P.T. �o (MIN) AT 24" O.G. (MAX) 00 bxbxlb 2 HR. FIRE -RATED GMU WALL Q) Q) #5 VERT. BAR TIED INTO #5 BAR DOLL AND TOP GOUR5E REBAR AT EA. REINF. GONG. FILLED BLOGK CELL A5 LOCATED PER PLANS xl 31/2" MIN. GONG. 5LAB (2500 P51) W/ FIBERME5H N OR bxb 10/10 WWM OVER VAPOR BARRIER �- GLEAN GOMPA( TED EARTH FILL MONOLITHIC SLAB FOOTING PER 5LAB PLAN 2-011 TYP. UNIT SEPARATION HALL 5EGTION AT j RELLEL TO FRAME HALL ROOF TRU55 PAR 56ALE: 1/2"=11-0° LATEST REVISION DATE TO MASTER: 6-01-09 w 75; O0 w ry w c) \cf) Lu O Q � A �� T O co �""' C.? C? ai a o mwer _ co Q= ¢w o U�c~s4<� C'4� J (7 cO J O Q ti to c`j Lu QL C Q o 0 0 Lu W Q U) M J � Q N W N Lu 0tj) J U) DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE PER 10IGATED 0I14E151ON5 ONLY, ANY 015GREPEXIE5 TO BE REPORTED TO MA HOME5 FOR GLARIFIGATIONI D3 M/I ORLANDO Z Lu Q � Opp LU O w O �z �z O T O co �""' C.? C? ai a o mwer _ co Q= ¢w o U�c~s4<� C'4� J (7 cO J O Q ti to c`j Lu QL C Q o 0 0 Lu W Q U) M J � Q N W N Lu 0tj) J U) DO NOT 5GALE PRINT51 GON5TRUGTION SHALL BE PER 10IGATED 0I14E151ON5 ONLY, ANY 015GREPEXIE5 TO BE REPORTED TO MA HOME5 FOR GLARIFIGATIONI D3 M/I ORLANDO