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2765, 2767, 2769, 2773, 2775, 2777, 2771 River Landing Dr (a)ELEVATION NOTES: 1. ALL RAISED AND SCORED BANDS SHALL BE SMOOTH SAND FINISH. 2. SCORED BAND REFERs TO FLUSH (NOT RAISED) BAND. SCRIBE LINE AT BAND WIDTH PER ELEVATION. 3. ALL RAISED BANDS SHALL BE FOAM OR STUCCO (PER PLAN). 4. CONTROL JOINTS SHOWN ADJACENT TO WINDOWS ON SIDE AND REAR ELEVATIONS SHALL BE 6" FROM EDGE OF WINDOW JAMBS. cill r-2-1 FOAM SOFFIT BRACKET #1 FOAM SOFFIT BRACKETS} 1/4" = 1'-0" MEAN ROOF HEi6H- — — +23'-3" TOP OF 2ND STY. WALL PLATE � — 2nd 5TY. FIN. FiR. +10'-8-8-314° L TOP OF IST STY. BLK. WALL +q'-4° FOAM 50FFIT BRACKET- EQ. SPAGED TOP OFA_0 — (REF. ELEVJ Y 1116" 05B SHEATHING GABLE END TRU55 OR FRAME WALL 118" GEMENT PLASTER ON PAPER BAGK LATH AIR INFILTRATION BARRIER VE516N STANDARD: TYVEK) Z n MID -WALL WEEP 5GREED 1/2" MIN. GEMENT PLASTER 8" GMU WALL CONTROL JOINT DETAIL 5. TOP OF BLOCK- PRINCETON UNIT "F" N 11 STONE FINISH - RETURN ENDS I FOAM SOFFIT GABLE CORBEL 1/4" = 1'-0" 54IN6LE ROOFIN6 PROJ. 3/4" PRINCETON UNIT "E" 8"W. 5GORED \— 8" RA15ED BAND - `- STONE BAND AT PROD. BEYOND FIN15H BAND AT BANI) T DOORAW R STONE KEYS_ 1/4" = 1'-0" TRENTON UNIT "D" PROJ. BEYOND FIN15H BD A�DYJ TW STONE TRENTON UNIT "C" PRINCETON UNIT "B" 5HIN6LE ROOFING 5"W. SCORED \- STONE L 8" RA15ED BAND - BAND AT FIN15H PROJ. BEYOND DOORAWDW. STONE TOP OF 2ND STY. WALL PLATE — +IS' -q 1/F" (�2nd 5TY. FIN. FLR. +10'-8-3/4° J TOP OF 15T STY. BLK:FOAM WALL— — SOFFIT KET- EQ. 5PAGED .jLTOP OF SLAB FRONT ELEVATION - 1/4" = 1'-0" CODE 5UMMARY APPLICABLE CODE5 I. FLORIDA BUILDING CODE 2001 - RESIDENTIAL 2001 4 2008 9UPPLEMENT5 2. FLORIDA BUILDING CODE 2004 - BUILDING; CHAPTER 13 - AGGE551BILITY 3. NATIONAL ELECTRICAL CODE, NFPA 10, 2005 EDITION 4. FLORIDA FIRE PREVENTION CODE - 200 EDITION , mi DATE TO MASTER: STONE FINISH - RETURN ENDS I FOAM SOFFIT GABLE CORBEL 1/4" = 1'-0" 54IN6LE ROOFIN6 PROJ. 3/4" PRINCETON UNIT "E" 8"W. 5GORED \— 8" RA15ED BAND - `- STONE BAND AT PROD. BEYOND FIN15H BAND AT BANI) T DOORAW R STONE KEYS_ 1/4" = 1'-0" TRENTON UNIT "D" PROJ. BEYOND FIN15H BD A�DYJ TW STONE TRENTON UNIT "C" PRINCETON UNIT "B" 5HIN6LE ROOFING 5"W. SCORED \- STONE L 8" RA15ED BAND - BAND AT FIN15H PROJ. BEYOND DOORAWDW. STONE TOP OF 2ND STY. WALL PLATE — +IS' -q 1/F" (�2nd 5TY. FIN. FLR. +10'-8-3/4° J TOP OF 15T STY. BLK:FOAM WALL— — SOFFIT KET- EQ. 5PAGED .jLTOP OF SLAB FRONT ELEVATION - 1/4" = 1'-0" CODE 5UMMARY APPLICABLE CODE5 I. FLORIDA BUILDING CODE 2001 - RESIDENTIAL 2001 4 2008 9UPPLEMENT5 2. FLORIDA BUILDING CODE 2004 - BUILDING; CHAPTER 13 - AGGE551BILITY 3. NATIONAL ELECTRICAL CODE, NFPA 10, 2005 EDITION 4. FLORIDA FIRE PREVENTION CODE - 200 EDITION BUILDING TYPE: 2 5TORY TOWNHOUSE DATE TO MASTER: GON5TRUGTION TYPE: UNPROTECTED,UN5PRINKLED O FIRE PROTECTION RATING REQUIREMENT5: � Q CIO Lu �0� 21- &� :1zcn�a REQUIRED PROVIDED I. PARTY AND FIRE WALL5 2 HR. 2 HR. 2. INTERIOR BEARING WALL5 O 0 3. INTERIOR NON BEARING PARTITIONS PER 105.1.2 0 0 4. GOLUMN5 0 0 5. BEAM5, GIRDERS, TRU55E5 AND ARGHE5 0 O b. FLOOR/GEILING GON5TRUCTION 0 0 1. ROOF / CEILING GON5TRUGTION 0 0 b. EXTERIOR BEARING WALL5 E0— U) O HORIZONTAL 5EPARATION: (PARRALLEL KALI-5) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE 0 ft. to 6 ft (0 % OPENING5) 1 (0%) N/A (0%) OVER E ft 0 0 q. EXTERIOR NON BEARING WALL5 HORIZONTAL SEPARATION: (PARRALLEL WALL5) 0 ft. to b ft (0 % OPENINGS) 1 (0%) N/A 0%) OVER b ft 0 0 LATEST REVISION O � DATE TO MASTER: 12-14-10 O Z � Q CIO Lu �0� 21- &� :1zcn�a N = Q W = p 1 0 OO U -- N Lu U_ OQ LCW L CV LJ_ LU W w OO Lu �z O C �z E0— U) O � 1 1 1 1 Vr � r r k O � z_~ CO O Z � Q CIO Lu �0� 21- &� :1zcn�a N = Q W = p 1 0 Q w J 6 c:, J N OQ LCW L CV LJ_ LU w OO �z LjL W �z E0— U) � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS O TO BE REPORTED TO M/1 HOMES FOR CLARIFICATION! H 1 of 14 1 1 1 1 Vr � r r k O � z_~ CO O L V �(l7WLO L L � Q CIO Lu �0� 21- &� :1zcn�a N = Q W = p 1 0 w J 6 c:, J N OQ LCW L CV LJ_ _9_— 1 1 1 1 Vr � r r k O 1 � � o � Q N 1 0 N W W E0— U) � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/1 HOMES FOR CLARIFICATION! 45 C 1 of 14 M/l ORLANDO 1 1 1 1 Vr � r r k ONE-HOUR RATED 1/16" LIRE RETARDANT SHEATHING 12-14-10 TAB 4' MINI MUM EA. SIDE OL SEPARATION FALL UNIT WDWROUGH UNIT �" IS U HALL OBIT UNITB OPNG.NOTE 15t 51Y. LIVING REINF. FILLED GELL 134 134 364 bb4 134 b34 WASI-IEP 36 7/8 x 63 2x6 P.T. q01 2x6 P.T. PLM,G BOX 24" VOID 5TAGK WIDTH x HEIGHT STUD q4b STUD ACE DBL. PL17 (IN INCHES) 1635 1 14bO 5TUD ADJ. TO DBL. WALL VENT PIPE STUD Ib35 2x4 11425 2x4 STUD SPACING 51 STUDSTUD a 65 51 40 333 Q a e e a a. 233 DETAILWA SHER 230 242 242 230 23b 1650 7/8" EXT. PORTLAND GEMENT I/2" x,51. THREADED ROD W/ I" RHD. WASHER PLASTER ON PAPER BACKED SET IN EPDXY FILLED 5/8" DIA. DRILLED 8 EXPANDED METAL LATH ON TYVEK GLEANED HOLE (4" MIN. EMBED INTO GMU WALL) BOLT INSTALLATION NOTES: 3" MIN. EDGE DISTANCE • BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION WALL -STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL TYP. CMU TO FDMMEWALLADETAIL AT SEPARATION WALL WALLEGEND INDIGATE5 2x4 BEARING WALL K QUICK TIE 5Y5TEM HOLDDOWNS FROM TOP OF Mff MM 15T 5TORY BLOGK WALL TO 5EGOND STORY TOP PLATE. 5EE SHEET II FOR ADD'L. INFORMATION ® INDIGATE5 2x4 BEARING WALL ABOVE LAM. BEAM. PROVIDE 5TRAPPIN6 PER DETAIL #5 ON 5HT.12 ® INDIGATE5 2 -HR FIRE SEPARATION WALL BTM. UNIT5. 5EPARATION WALL GONTINUOU5 FROM TOP OF FIRST 5TORY SLAB TO UNDERSIDE OF 5EGOND STORY ROOF DEGKING. NO ELEGTRIGAL, PLUMBING, ME(HARIGAL, OR OTf+ER BLDG. 5ERVIGE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL. REFER TO SEPARATION WALL DETAILH FOR ADDITIONAL INFORMATION. AREA DATE TO MASTER: 12-14-10 TAB UNIT A UNIT UNIT UNIT UNIT OBIT UNITB LP -67 TOTAL 15t 51Y. LIVING 834 134 134 364 bb4 134 b34 51gb 2nd 5TY. LIVING q4b q01 q01 813 816 q01 q4b b221 TOTAL LIVING PbO 1635 1335 14bO 1430 Ib35 1130 11425 ENTRY 40 51 51 b5 65 51 40 333 GARAGE 233 230 230 242 242 230 23b 1650 LANAI 41 NA NA NA NA NA 41 b2 TOTAL U.R. 20gq Iglb Iglb 1131 11b1 Iglb 20gq 13520 PATIO NA 3b 33 36 33 36 NA IbO 2nd STY. FLOOR PLAN 1/4" = 1'-0" SECOND STORY PLAN NOTES: I. DRYER VENT BOX - VENT THRU ROOF. 2. 24" W. WALL CAVITY, VOID OF 5TUD5, FOR WASHER BOX AND 5TAGK. 3. 12" N. WALL CAVITY, VOID OF 5TUD5, FOR 5HONER VALVE AND/OR HEAD. 4. HARZARDOU5 GLAZING LOCATION, INSTALL TEMPERED 6LA55 IN ALL 5HOHER ENGLO50RE5 AND/OR HINDOHS. 5. DO NOT 5GALE PRINT5I GON5TRUGTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY 015GREPENGIE5 TO BE REPORTED TO M/I HOME5 FOR GLARIFIGATION. ALL FRAME NALL5 ARE DRANN AND DIMENSIONED TO BE 3 1/2" NIDE UNLE55 OTHERNISE NOTED. 6. PROVIDE DRAIN PAN BELOW EACH NA5HER. DRAIN LINE TO EXTERIOR. 1. PROVIDE 2x4 AT 24" O.G. VERT. LADDER BLOGKING AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME HALLS FOR IN5TALLATION OF IN5ULATION. LATEST REVISION DATE TO MASTER: 12-14-10 Q 7� cr a o Z_U Lu � L� �• W v3 LuO �z e�fO 1 7 72 p� O cfl � Z t c'0 W �ow� 00�� Q= C> _j JZNcc _o C,4 LL � � a Q � vJ r r p N o � Q / _0 cu W IIi 0 Lu H 0 U) J � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mn HOMES FOR CLARIFICATION! 1 4 of 14 M/I ORLANDO Q Opp Lu w OO � LLz �z O H O cfl � Z t c'0 W �ow� 00�� Q= C> _j JZNcc _o C,4 LL � � a Q � vJ r r p N o � Q / _0 cu W IIi 0 Lu H 0 U) J � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mn HOMES FOR CLARIFICATION! 1 4 of 14 M/I ORLANDO ELECTRICAL LEGEND _&13�_ STANDARD SWITCH 3 WAY SWITCH 4 WAY SWITCH Z DIMMER SWITCH PUSH BUTTON °- DUPLEX OUTLET GH G.F.I. DUPLEX OUTLET WP/GA WATER PROOF/G.F.I.DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET _lc 1 C � UNDER COUNTER DUPLEX OUTLET ® CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER w PRE -WIRED JUNCTION BOX NPRE-WIRED P.W. FAN JUNCTION BOX CEILING MOUNTED LIGHT FIXTURE Av, CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE ATTIC P.C. LGT. ATTIC PULL CHAIN RECESSED LIGHT FIXTURE 0VP RECESSED -VAPOR PROOF LIGHT FIXTURE .-0 WALL MOUNTED LIGHT FIXTURE -0 COL CH COACH UGHT (PRE -WIRE AS NOTED) FLOOD LIGHT 0 1x4 1'x4' FLUORESCENT LIGHTING N > O 20 2'x4' FLUORESCENT LIGHTING . FLUORESCENT STRIP C UNDER CABINET FLUORESCENT STRIP WALL MOUNTED INCANDESENT STRIP E.F. EXHAUST FAN Y�l LITE EXHAUST FAN WITH LIGHT S SMOKE & CARBON MONOXIDE DETECTOR O SPEAKER PRE -WIRE ELECTRICAL PANEL E1 A/C DISCONNECT �m ELECTRICAL METER TELEVISION OUTLET TELEPHONE JACK �-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 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 I/4" = V -O" LATEST REVISION DATE TO MASTER: 12-14-10 H a) Z = Q w = ~o VU m 0>M 75 °- o0 ctf �... m w 75 w s co U) LLlO LU 7CZ= w O U 00 co H Ca W o0 =F-- �nzU3�a Z = Q w = ~o VU m 0>M Jz"'C4 c:> J J O Q �NNV- �... m 75 Q U� LU O w O N o � z �z N�N 3: O O O U 00 co • L U Cfl w Ca W o0 =F-- �nzU3�a = Q w = ~o VU m 0>M Jz"'C4 c:> J J O Q �NNV- �... m a r p N o � N�N O N > . Lu I.L b W H� 0 C/) J C/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! 4J ' Z� 1 ' 7 of 14 MII ORLANDO V l ml I n .... V" . V Lil 1I 1 v -- -- - - FIN. D — 411, GRA0 O 2-#5 BAR5 I4 DONT. ON GHAIR5 TYP.1-STY. SLAB EDGE BRG. WALL L17d- O O O 3-#5 BAR5 DONT. ON GHAIR5 INT. FRAME BRG. WALL FTG. GIRB WIDTH A5 STATED ON PLAN5 11/2" CURB VARIES BRG. WALL VARIES VARIES VARIE5 VARIES VARIES VARIES `O FIN. ``p 4® _ D `_° 4 ° LANAI SLAB �r #5 BAR " OR ENTRY 4 345 BARS 4° AT 24' O.C. = 4 3 #5 BARS = 4 345 BARS O O O O PAVERS 0 0 a s a d- O O O DONT. ON DONT. ON DONT. ON CHAIRS 4 #5 BARS CHAIRS CHAIRS 3-#5 BARS 3-#5 BARS ! -10 2 O CONT. ON GHAIR5 21-011 I -8 1'-10' GO AIRS 1'-10" GO AIRS RAISED CURB FTG. 3A RAISED CURB FTG. �s INT. BLK. WALL FTG. AT SLAB 4 INT. BRG. WALL FTG. SLA 2 -STY. 3 AT GARAGE EXT. BTWN. GARAGE STEP DN. BTWN. GARAGE & AT SLAB STEP DN. SLAB EDGE WALLS INT. WALLS ADJ. UNIT INTERIOR WALLS VERIFY wi D00R MANN TYPICAL EDGE z 57 �r O O PIPING PIPE (b' DIA. MAX.) 5LEEVE (DIA. LAR6ER THAN PIPE) TYP. PIPE THRU FTG. DETAIL AS REQ'D. 51OPE aWALL #5 BAR DOWEL M� MONO No FIN. EA REINF. EXTEND 5TEM HALL FT6. 5LOPE FIN. FILLED CELL DEPTH OF REBAR 2'-1" INTO MONOLITHIC GRADE PAVERS ON MONOLITHIC, 5LA6 5LAB EDGE 501L G&fW/ E06E TO MATCH SAND BA5E oz #5 BAR BOT. OF STEM 'MrM VARIES " z HALL FT6. • • = YY E O = O 4 a a .a AT 24 O.C. TOP 00 FT6. FIN. (3) #5's CONT. 4 #5 BARS -I'-I 1/2" A.F.F. 6RADE ON CHAIRS 16„ a" 1 #5 CONT. I'-0" I #5 DONT. 2'-0' GONT. ON CHAIRS 45° SLAB EDGE FTG. AT 7 TYPICAL FTG. 4 #5 ;FT6. CONT. GONG. FT6. REBARS 2'�, PATI ENTRY $ INT. NON-BRG. SLAB 9 DONT. 2-0 BRICK PAVER DETAIL GARAGE DOOR OPNG. SLAB EDGE STEP DN. FTG. INT. SEPARATION sW� STEM WALL DETAIL xx STEM WALL FTG. TO MONO WALLS AT ENTRY SLAB EDGE TRANSITION a t j FOUNDATION NOTES: I. o INDIGATE5 FILLED CELL H/ 3,000 P516ROUT W/ 145 REBAR UNLE55 NOTED OTHERWI5E. 2. DO NOT 5GALE PRINTS! GON5TRLrT FROM GALGULATED DIMEN5ION5 LATEST REVISION DATE TO MASTER: 12-14-10 Ca W O Q �- Z U) J Z N M �—j OQ - W N LL � � � m Q Q Opp 0o r w w OO co T- =_ w c/) cn LLI0 O i c 0 0 7AJ E� O O 0000 Z' M-1—� W L V Cfl � W Ca W O Q �- Z . W O J Z N M �—j OQ - W N LL � � � m Q Q Opp r w w OO co T- =_ r L.L i 0 0 �o �cu O O 0000 Z' M-1—� W L V Cfl � W Ca W O Q �- . W O J Z N M �—j OQ - W N LL � � � m Q r r p co =_ r L.L i �o �cu a� w N LL ONLY. ANY D15GREPANGIE5 TO BE REPORTED TO M/I HOME5 FOR Q GLARIFIGATION. W 3. REFER TO PLUMBIN6 PLAN FOR FIXTURE, PLUMBING WALL, AND GONGUIT � UNDER 5LAB LOGATION5. Q C/5 4. AG PADS TO BE 12' MIN. GLEARANGE FROM 5LA5 E06E. —� 5. T.D.F. = TOP OF FOOTING DO NOT SCALE PRINTS! ■ 1/4" = 1'-0" CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! 8 of 14 M/l ORLANDO I- Sir . `. PP. V PP. FLOOR TRU55 GONG. BLOCK OR 16" DP. FLOOR TRU55 GONG. BLOCK WALL WALL ONNEGT HANGER TO ,-CONNECT KAGLLHAWNSER TO CMU WALL W/ (12) 1/4"x2 3/4" 51HP50N PROVIDE WD. SHIMS A5 (12)1/4"x2 314" 51MP50N PROVIDE WD. ANDHIMS 55 "TITEN" SGREHS TO FILL 6AP 5THN. REQ'D. TO FILL GAP BTWN. "TITEN" SCREWS REQ'D.HAN6ER AND TRU55 HANGER AND TRU55 51HP50N HU26 DR HU26-2 51HP50N "HU46" HANGER H/ HANGER Nf (b) IDd NAIL5 (b) IOd NAILS TO TRUSS TO TRU55 TRUSS TO CMU WALL �o TRUSS TO CMU WALL 11 12 HANGER CONNECTION 12 HANGER CONNECTION 3 PLY Ib" DP. FLAT GIRDER TRU55 51MP50N "L6T3-5D52.5" N/ (21)lbd SINKERS TO COLUMN d (12) 5D5 1/4"x2 112" 5GREW5 TO 51RDER 3.5'x6' LVL COLUMN -Z N 51MP50N "HTTI6" HOLDDOHN H/ 518" THREADED ROD TO 5LAB-5ET IN EPDXY FILLED HOLE N15 MIN. EMBED FILL ALL NAIL HOLES GIRDER TRUSS TO 9 COLUMN TO SLAB 12CONNECTION GMU SEPARATION HALL BTWN. UNITS 51MP50N 15TA12" OR QUICK -TIE 1512" FLAT STRAP GONNEGTIN6 EA. 2ND STY. STUD TO TOP PLATE CENTER STRAP ON BOT. OF TOP PLATE —, YEN. OPENIN6 PER PLAN DBL. STRAP AT EA. 51DE OF OPN6. LVL BEAM OR SIMPSON "HTTI6" HOLDDOHN 51RDER TRU55 �� H/5/8" THREADED ROD TO PER PLAN ELK. WALL-5ET IN EPDXY FILLED HOLE H/ 5" MIN. EMBED ---jj FILL ALL NAIL HOLES GONG. BLOCK HALL BEAM 1GIRDER TRUSS 6 . TO CMU WALL 12 QTPAP r(IAIKI1:rTI()KI 2 or 3 PLY 16" DP. FLAT 61RDER TRU55 GONG. BLOCK HALL CONNECT HANGER TO GMU WALL N! Hb) 1/4"x2-1/2" 51HP50N "TITEN FLOOR TRUSSES 6ABLE END FLR. TRU55 AT 24" O.G. MAX. 2x4 CONT. RIM BOARD OR LAM. BEAM PER PLAN AT TDP 8 BOT. CHORD PRE-ENGINEERED ROOF PARRALLEL TO WALL CONNECT TO EA. FLR. TRU55 OR COW TRU55 H/ (4)I6d NAILS FRAMED RAFTER SETBACK FACE OF TRU55 OR BEAM 112" �� SETBACK FACE OF SIMP50N "HETA20" FROM FACE OF BLOCK RIM BOARD 112" FROM STRAP AT EA. TRUSS - GMU HALL FACE OF BLOCK NAILS PER SCHEDULE SIMP50N "HETA20" ANCHOR GMU WALL "HETA20" STRAP NAILIN6 5GHEDULE UPLIFT VALUE # OF NAILS REQUIRED 1810 (q)IOd x 1-112" 1200 (b)IOd x 1-112" 800 (4)IOd x 1-112" 4" DIMENSION TOAT 24" O.G. MAX. - PROVIDE 2" MIN. DIMENSION 51MP50N "HETA20" ANCHOR SOLID 2x4 VERT. BLK6. BTWN. TRU55 AT EA. FLOOR TRUSS - STRAP FROM FACE TOP 4 BOT CHORDS FOR NAILIN6 TO STRAP FROM FILL ALL NAIL HOLES OF BLK. WALL FILL ALL NAIL HOLES FADE OF BLK. HALL TYPICAL FLR. TRUSS ! BEAM TYPICAL FLR. TRUSS ] BEAM CMU HALL 4 PARALLEL TO CMU WALL 2 PERPENDICULAR TO CMU WALL T 12 �2 TYPICAL TRUSS 0 UPLIFT STRAP CONNECTION UPLIFT STRAP CONNECTION BLOCK WALL CONNECTION UNLESS OTHERWISE NOTED ON THE PLAN 'UNLESS OTHERWISE NOTED ON THE PLAN 12 * UNLESS OTHERN15E NOTED ON THE PLAN ' UPLIFT LOAD REQUIREMENT5 OBTAINED FROM SEALED EN6INEERIN6 DRAHIN65 FROM TRU55 MANUF. 2x4 X-BRAGING AT 2x4 BOX FRAME AT 48" O.G. MAX. W/ 16" DP. FLOOR 48" D.G. MAX. IN OR 05135HEATHIN6 EA. 51DE (CONNECT TO TRUSSES rV MID 16" DP. FLOOR FIRST (2) TRU55 BAY5 - 2x4 H/ 8d NAILS AT 6" O.G.) AT FIRST (2) SPAN BR6.-FILL TRUSSESPER PLAN CONNECT EA. END TRUSS BAY5=CONNECT EA. CORNER Hf ALL NAIL HOLES NI (2)IOd TOENAILS (2)IOd TOENAIL5 Ib" DP. GABLE END FLR. TRU55 OR Ib DP. LAM. BEAM PER PLAN GONG. AT EA. F "HETA20" 5ETBAGK FACE OF RIM BLK. AT EA. FLR. TRU55- BOARD 1/2" FROM KkL FILL ALL NAIL HOLES FACE OF BLOCK 2 PLY-51MP50N LGUN'28-2 ALTERNATE HAN5ER Hl (6) 5D5- 114"x2 l/2" GONG. BLOCK HALL PROVIDE 51HP50N 'HETA20" ANCHOR SGREHS TO TRU55 5 FLR. TRUSS TO CMU WALL T 24 O.G. MAX. - PROVIDE 50LID BRACING BTWN, (2435# MAX UPLIFT) 4" DIMENSION TO STRAP 2x4 VERT. BLK6. BTWN. TRL65 TOP i STRAP CONNECTION FROM FACE OF BLK. HALL BOT. CHORDS FOR NAILIN6 FILL ALL FLR. TRUSSES 3 PLY-51MP50N L6UM2b-3 2 NAIL HOLES HANSER W! (b) 505- I/4"x2 112" GONNEGTOR VARIE5-5EE LVI IBM TRU55EAN (35 5 MAXOUP FT) MID SPAN BEARING CONDITION 3 PERIMETER WALL DETAIL PLAN FOR INFORMATION /56" 1MP50N 'HTTI6 H, 51MP50N "L5TA12" OR QUIGK-TIE "L512' FLAT STRAPTHREADED ROD 12 TRUSSES PARRALLEL TO WALL GONNEGTIN6 EA. 2ND STY. STUD TO 61RDER TRU55 OBLK. HALL-5ET INOXY FILLED HOLE BEAM. CENTER STRAP ON BOT. OF TRUSS OR BEAM H/ 5" MIN. EMBED FLAT GIRDER TRUSS FILL ALL NAIL HOLES a� 2ND STY FRAME WALL TO GIRDER TO CMU WALL 8, 12 12 OR BEAM STRAP CONNECTION HANGER CONNECTION 1st STY. FRAMING PLAN 1/4" = 1'-0" 13 DP. FLAT 61PDER TRU55 ib" FRAMING PIAN NOTES: I. PERMANENT OR TEMPORARY 13RAGIN6 OF TR 65E5 PER HIBgI. ANY ADDITIONAL TRU55 5RAGIN6 REQUIRED WILL BE DETERMINED BY TR65 ENGINEER ON SIGNED AND SEALED TRUSS DIA6RAM5. 2. ALL TRU55 TO TRU55 GONNEGTOR5 TO BE SUPPLIED BY TRU55 MANUFAGTURER. 3.INDI6ATE5 #2 5YP OR BETTER 2x4 BLK6. AT 48' O.G. BTHN. TRUSS BOT. GHORD5 ® W (2)-Ibd GOMMON5 TOE -NAILED EA. SIDE. (TYP. AT I5T (4) TRU55 BAY5 AT ALL CABLE EN05 UNLE55 OTHERH15E 5HOHN ON THE PLAN) 4. ALL OVERRHAN65 TO BE 12' UNLE55 OTHERH15E 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 GAPAGITY) 6. ALL INTERIOR FRAME BEARIN6 HALL5 SUPPORT GRAVITY LOADS ONLY (NO UPLIFT GONNEGTOR5 REQV) 1. FLOOR TRU55 TOP GHORD BEARIN6 GONDITION ON 13" DP. GIRDER TRU55 OR BEAM. 8.15T 5TY. OR 2ND STY. PLUMBING HALL, TOILET, OR FLOOR FITTING. q. PROVIDE AG DUCT RUN THRU FLOOR TRU55E5 - MAXIMIZE OPENING AT ( ENTER OF SPAN IO.PROVIDE 2x12 LED6ER (BOTTOM AT TR)55 BR6. HT) H/ (10) 10d NAILS AT EA. VERT. STUD. 11. PROVIDE 2x4 LE06ER A5 REQV. FOR FLOOR DECK NAILING. 12. ALL 61RDER5 5HOHN 51N6LE PLY. FOR CLARITY - SEE TRU55 EN6INEERIN6 FOR REQUIRED NUMBER OF PLIES. AIBICIDIE 12 5� TYPE "A" = 7-4" TYPE "B" = 5'4" TYPE "G" = 4'-8" TYPE "D" = 6'-0" TYPE "E" = 4'-G" SPAN PER TYPE TRUSS PROFILES 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: 12-14-10 00 u.j cif W _U) _U) �0 0 O r }. F-- U o°Oo L w W � CKS WF Z = F-- aLLJ=o = cj m JZNc. C LJ - LL N LL _I_— }. W o am Q Q U� Lu O w O r- U)0 J _ DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS 0 O TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 1 12 of 14 O r }. F-- U o°Oo L w W � CKS WF _ r O Q F- GO = F-- aLLJ=o = cj m JZNc. C LJ - LL N LL _I_— }. W o am Q r r r � O r� 1 � �Q>y = LJ_ C 1 0 (a W CDLu U)0 J _ DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 1 12 of 14 Mil ORLANDO INDICATES AREA WITH 7116" FIRE RETARDANT TREATED INDICATES AREA WITH 7/16" FIRE RETARDANT TREATED WOOD ROOF SHEATHING- WOOD ROOF SHEATHING- DOUBLE K.O. BLOGK5 51MP50N "H-10" TIE AT EA. TRU55- H/ (I) #5 @ EA. GO'JR5E FILL ALL HOLES WITH 8d x 1112" NAIL5 {I) "H-10" STRAP EOR UPLIFT5 UP TO 850 L135. (a) 3/8" x 4" TITEN HD (2) "MT512" 5TRAP5 FOR UPLIFT5 BTHN. 860 AND 1120 LB5. ADD'L. 5TRAP TO BE IN5TALLED ON OPP051TE 51DE OF TRU55 • (8) 1/4" x 21/2"5[)5 5GREH5 PRE-ENGINEERED ROOF L GIRDER TRU55 OR GONV. FRAMED RAFTER ri 51MP50N L6UM410 HANGER CONT. DBL. FRAME BEARING HALL, 2x TOP PLATE BEAM, OR 61RDER TRU55 #7 GIRDER TRUSS TYPICAL TRUSS TO FRAME WALL, 13 CONNECTION DETAIL BEAM OR FLAT GIRDER TRUSS UPLIFT STRAP CONNECTION ' UNLE55 OTHERN15E NOTED ON THE PLAN 5EE TYPICAL HALL 5EGTION FOR PLATE TO STUD CONNECTION ' UPLIFT LOAD REOUIREMENT5 OBTAINED FROM SEALED EN6INEERIN5 PRANIN65 FROM TRU55 MANUF. Roof Girder Connector Schedule Max. Max. Z Plan Connector Uplift Gravi Mark Manuf. Model No. Qty. Load Load Fasteners I Remarks 1 SIMPSON MTS12 2 1720 (14) 10d x 1-112" EA. 2 SIMPSON LGT2 1 1785 �z (14) 16d SINKERS AT WALL O (16) 16d SINKERS AT GIRDER 3 SIMPSON MGT ----------------------------- 1 3330 (1) 5/8" DIAM. BOLT & (22)-10d HDU4 1 3600 (10) - 1/4" x 2 1/2" SDS SCREWS 4 SIMPSON HU28 1 575 2450 6L TITEN 1/4" x 2 3/4" TO_CMU 4 1 Od x 1 1/2" TO TRUSS 5 SIMPSON HU28-2 1 1085 4350121- TITEN 1/4" x 2 314" TO CMU_ 6 1 Od TO TRUSS TITEN 1/4" x 2 3/4" TO CMU_ 6 SIMPSON HU410 1 1810 5085181- 10 10d TO TRUSS 8L 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 1L5/8' DIAM. BOLT TO CMU — 08)16dTOSTUD OR ----- — -- ---- _— 8Z TITEN 1/4" x 2 3/4" TO CMU MSTCM40 1 3300 22 16d SINKERS TO STUD 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 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. 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: 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: 12-14-10 W 00 LU LU �� LU0 0 r 00 0000 M Z H C8 W .LU �oW� CIO W C:) 0 Q= ¢w o �+ JZNM 0 ILL. WNLJL Q vJ r r r r p CN1 � O C � < > 1 1 O #cp W ^� w `W LU J U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! �t t ' 3 Fo ml f 14 /l ORLANDO Z Q w OO �z �z O r 00 0000 M Z H C8 W .LU �oW� CIO W C:) 0 Q= ¢w o �+ JZNM 0 ILL. WNLJL Q vJ r r r r p CN1 � O C � < > 1 1 O #cp W ^� w `W LU J U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! �t t ' 3 Fo ml f 14 /l ORLANDO FORM 4 POUR RAKED TIE BEAM (I)#5 BAR GONT.H/ 2" GLEARANGE TYP. - I ° d 5TEP BLOCK HALL A5 REQUIRED TO MAINTAIN MIN. 8' DEPTH FOR RAKE TIE BEAM I I ad d to "I 30" LONG #5 BAR - ° �` ♦ . 2" GLEARANGE FROM BOT. OF OVERHANG 101/2" BEND BAR ENDS 4 < ♦ Q TO TIE TOGETHER Q d I � I I I I I t i i 5AHGUT OUT BLOCK END GELL FACE TO INGREA5E POUR DEPTH I , i AT GENTER OF HALL I AT OVERHAN5 I bxbxlb (ANG. KNOCKOUT BLK. GOUR5E BOND BEAM jl FILL 50LID Wl GONG. 4 (05 BAR DONT. bxbxlb BLOCK HALL PER PLAN VERTIGAL REINFORCED BLOCK GELL - FILL 50LID H/ GONG. 4 (1)#5 BAR DONT. FROM FTG. TO TOP OF RAKE TIE BEAM 8 RuAKE TIE BEAM DETAIL Q4,) INDIGATE5 FORMED AND POURED INDIGATE5 FORMED AND POURED RAKE TIE -BEAM MIN. b" OF. RAKE TIE -BEAM MIN. 8' OF. H/ 1#5 BAR CONT. A H/ 1#5 BAR CONT. ad' d. . SEE PLAN5 FOR LOCATION OF 6 5PRIN6 POINT 12 d VERTIGAL REINFORCED BLOCK GELL5 - 12 5PRIN6 POINT FOR 5:12 SLOPE 5 FILL SOLID Wl GONG. 4 1#5 BAR DONT. ° ' " d 15 FOR 5:12 SLOPE RAKE TIE BEAM 2'-O" FROM FT6. TO TOP OF RAKE TIE BEAM 21-0' RAKE TIE BEAM a -Z t1 /JJ 8 I6 GONG KNOCKOUT BLOCK COURSE INDICATES SINGLE bx x FORMED 4 POURED FORMED 4 POURED BOND BEAM - FILL 50LID W GONG. 4 1#5 BAR CONT. OVERHANG OVERHANG FILL 50LID W/ GONG. 4 1#5 BAR GOVT. FROM FTG. TO TOP OF RAKE TIE BEAM TOP OF SLAB +0'-0" (REF. ELEV) TOP OF 5LAB +0'-0" (REF. ELEV) 1 SEPA11 RATION WALL ELEVATION BTWN. UNITS "G" & "F" AND "B" &"All FROM LEFT SIDE 14 I/4"_ -0" INDIGATE5 FORMED AND POURED d . INDICATES FORMED AND POURED RAKE TIE -BEAM MIN. 8' OR 4A ad RAKE TIE -BEAM MIN. b" OR W 1#5 BAR DONT. W 1#5 BAR GONT. d e ° 5EE PLANS FOR LOGATION OF a ° d .. VERTIGAL REINFORGED BLOCK GELL5 - 12 SPRING POINT 5PRIN6 POINT 12 ea " FILL 50LID Hl GONG. 4 1#5 BAR DONT. FOR 5:12 SLOPE 5 FROM FTC. TO TOP OF RAKE TIE BEAM 5 FOR 5:12 5LOPE RAKE TIE BEAM 2 -0.. a a a 2'-0" RAKE TIE BEAM ° d . dT a 1- FORMED 4 POURED INDIGATE5 51N5LE bxbxlb GONG. KNOGKOUf BLOCK GOUR5E FORMED 4 POURED OVERHAND BOND BEAM - FILL 50LID WGONG. 4 1#5 BAR DONT. OVERHANG o s o a �� . �. v -v .� ,r-�v-�v-�v�sr �sr r-ff r-�rsrx�c xsc s'�e �sr zrsc z-r� t'stx'x-fcx7c�5c x"X JCXX'RX3CXX7C X -x lCX lKX XX INDIGATE5 DOUBLE bxbxlb GOA. KNOCKOUT BLOCK GOUR5E BOND BEAM - FILL 501-11) Wl GONG. 4 2#5 BAR5 DONT. I I TOP OF 5LAB +0'-0" (REF. ELEV.) INDICATE5 DOUBLE bxbxlb GONG. KNOGKOUT BLOCK GOUR5E B0NI) BEAM - FILL 50LID W/ GONG. 4 2#5 BARS GONT. TOP OF 5LAB +0'-0" (REF. ELEV) SEPARATION WALL ELEVATION BTWN. UNITS "F" 8 "Ell AND "C" & "B" FROM LEFT SIDE 510E TO 510E INDICATE5 FORMED AND POURED RAKE TIE -BEAM MIN. b" DP. 5:12 5LOPE TO TOP OF W/ 1#5 BAR CANT. - - INDIGATE5 FORMED AND POKED RAKE TIE BEAM RAKE TIE -BEAM MIN. 8' OP. ae l'-5 13/16' 9' -II 1/4' W/ 1#5 BAR DONT. d ° a - 5EE PLANS FOR LOCATION OF SPRING POINT 5PRIN5 POINT 12 a VERTICAL REINFORGED BLOGK GELL5 - FOR 5:12 SLOPE FOR 5:12 5LOPE 5 FILL SOLID Hl GONG. 4 I#5 BAR DONT. RAKE TIE BEAM2.-0G d a FROM FT6. TO TOP OF RAKE TIE BEAM 2.-0' RAKE TIE BEAM ' s INDIGATE5 DOUBLE bxbxlb GONG. KNOGKOUT BLOGK GOUR5E INDIGATE5 DOUBLE bxbxlb GANG. KNOCKOUT BLOCK GOUR5E BOND BEAM - FILL 50LID Hl GONG. 4 2#5 BAR5 DONT. BOND BEAM - FILL SOLID Wi GONG. 4 2#5 BAR5 GONT. 0 0 0 0 TOP OF 5LAB +0'-0' (REF. ELEV) TOP OF SLAB +0'-0" W. ELEV) (---4\ SEPARATION WALL ELEVATION BTWN. UNITS "D" & "C" FROM LEFT SIDE I0IGATE5 51N6LE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E FORMED 4 POKED BOND BEAM - FILL 50LID Hl GONG. 4 1#5 BAR DONT. OVERHW 12 4. ° 5 0 INOIGATE5 DOUBLE bxbxlb GONG. KNOGKOUT BLOCK GOURSE INDIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOGK GOUR5E BOND BEAM - FILL SOLID Hl GONG. 4 2#5 BAR5 DONT. BOND BEAM - FILL 50LID W/ GONG. 4 2#5 BARS CONT. 0? 151 o � s TOP OF SLAB +0'-0" (REF. ELEV) TOP OF 5LAB +0'-0" (REF. ELEV) 3 \ SEPARATION WALL ELEVATION BTWN. UNITS "E" & "D"FROM LEFT SIDE (REVERS"C" & "B" LATEST REVISION DATE TO MASTER: 12-14-10 SIDE TO 51DE F- Cb H L U Z13Qw� in O 5:12 5LOPE TO TOP OF 12 W �Lu 0 O RAKE TIE BEAM 5 a d4 ° ad > I 7A F � 0 I1' -I 15/32" 2'-41/8" de . OO � I..1-.. LLz 12 INDIGATE5 FORMED AND POURED �z O C/)J cl) a ° 5 RAKE TIE -BEAM MIN. b' DP. O ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO M4 a ° SEE PLANS FOR LOCATION OF W/ I#5 BAR DONT. M/I ORLANDO VERTICAL REINFORCED BLOCK GELL5 - SPRING POINT 12 a FILL 50LID Wl GONG. 4 1#5 BAR DONT. FOR 5:12 SLOPE 5F-- FROM FTG. TO TOP OF RAKE TIE BEAM RAKE TIE BEAM° 21-0" a31-411 e a / L! INDIGATE5 SINGLE 8xbxlb GONG. KNOCKOUT BLOCK GOUR5E FORMED 4 POKED BOND BEAM - FILL 501-10 H/ GONG. 4 1#5 BAR DONT. OVERHANG o s d' 5EE PLAN5 FOR LOCATION OF ` VERTIGAL REINFORCED BLOCK GELL5 - `s FILL 50LID H/ (ANG. 4 1#5 BAR CONT. 0 5PRIN6 POINT FOR FROM FT6. TO TOP OF RAKE TIE BEAM 12 0 5:12 SLOPE 5 RAKE TIE BEAM INDIGATE5 DOUBLE 1,1 14, GONG. KNOGKOUT BLOGK GOUR5E INOIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOGK GOUR5E BOND BEAM - FILL SOLID WGONG. 4 2#5 BAR5 GOVT. BOND BEAM - FILL 50LID WGONG. 4 2#5 BARS DONT. 51NCLE bxbxlb GONG. FORMED 4 POURED OVERHANG KNOCKOUT BLOGK GOUR5E BOND BEAM - FILL 501-10 d' W/ GONG. 4 1#5 BAR DONT. -0 0 5EE PLAN5 FOR LOCATION OF o m — VERTIGAL REINFORCED BLOCK GELL5 - FILL 50LID W/ GONG. 4 1#5 BAR GOVT. FROM FTG. TO TOP OF RAKE TIE BEAM TOP OF SLAB +0'-0" (REF. ELEV) TOP OF 5LAB +0'-0" (REF. ELEV) 1 SEPA11 RATION WALL ELEVATION BTWN. UNITS "G" & "F" AND "B" &"All FROM LEFT SIDE 14 I/4"_ -0" INDIGATE5 FORMED AND POURED d . INDICATES FORMED AND POURED RAKE TIE -BEAM MIN. 8' OR 4A ad RAKE TIE -BEAM MIN. b" OR W 1#5 BAR DONT. W 1#5 BAR GONT. d e ° 5EE PLANS FOR LOGATION OF a ° d .. VERTIGAL REINFORGED BLOCK GELL5 - 12 SPRING POINT 5PRIN6 POINT 12 ea " FILL 50LID Hl GONG. 4 1#5 BAR DONT. FOR 5:12 SLOPE 5 FROM FTC. TO TOP OF RAKE TIE BEAM 5 FOR 5:12 5LOPE RAKE TIE BEAM 2 -0.. a a a 2'-0" RAKE TIE BEAM ° d . dT a 1- FORMED 4 POURED INDIGATE5 51N5LE bxbxlb GONG. KNOGKOUf BLOCK GOUR5E FORMED 4 POURED OVERHAND BOND BEAM - FILL 50LID WGONG. 4 1#5 BAR DONT. OVERHANG o s o a �� . �. v -v .� ,r-�v-�v-�v�sr �sr r-ff r-�rsrx�c xsc s'�e �sr zrsc z-r� t'stx'x-fcx7c�5c x"X JCXX'RX3CXX7C X -x lCX lKX XX INDIGATE5 DOUBLE bxbxlb GOA. KNOCKOUT BLOCK GOUR5E BOND BEAM - FILL 501-11) Wl GONG. 4 2#5 BAR5 DONT. I I TOP OF 5LAB +0'-0" (REF. ELEV.) INDICATE5 DOUBLE bxbxlb GONG. KNOGKOUT BLOCK GOUR5E B0NI) BEAM - FILL 50LID W/ GONG. 4 2#5 BARS GONT. TOP OF 5LAB +0'-0" (REF. ELEV) SEPARATION WALL ELEVATION BTWN. UNITS "F" 8 "Ell AND "C" & "B" FROM LEFT SIDE 510E TO 510E INDICATE5 FORMED AND POURED RAKE TIE -BEAM MIN. b" DP. 5:12 5LOPE TO TOP OF W/ 1#5 BAR CANT. - - INDIGATE5 FORMED AND POKED RAKE TIE BEAM RAKE TIE -BEAM MIN. 8' OP. ae l'-5 13/16' 9' -II 1/4' W/ 1#5 BAR DONT. d ° a - 5EE PLANS FOR LOCATION OF SPRING POINT 5PRIN5 POINT 12 a VERTICAL REINFORGED BLOGK GELL5 - FOR 5:12 SLOPE FOR 5:12 5LOPE 5 FILL SOLID Hl GONG. 4 I#5 BAR DONT. RAKE TIE BEAM2.-0G d a FROM FT6. TO TOP OF RAKE TIE BEAM 2.-0' RAKE TIE BEAM ' s INDIGATE5 DOUBLE bxbxlb GONG. KNOGKOUT BLOGK GOUR5E INDIGATE5 DOUBLE bxbxlb GANG. KNOCKOUT BLOCK GOUR5E BOND BEAM - FILL 50LID Hl GONG. 4 2#5 BAR5 DONT. BOND BEAM - FILL SOLID Wi GONG. 4 2#5 BAR5 GONT. 0 0 0 0 TOP OF 5LAB +0'-0' (REF. ELEV) TOP OF SLAB +0'-0" W. ELEV) (---4\ SEPARATION WALL ELEVATION BTWN. UNITS "D" & "C" FROM LEFT SIDE I0IGATE5 51N6LE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E FORMED 4 POKED BOND BEAM - FILL 50LID Hl GONG. 4 1#5 BAR DONT. OVERHW 12 4. ° 5 0 INOIGATE5 DOUBLE bxbxlb GONG. KNOGKOUT BLOCK GOURSE INDIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOGK GOUR5E BOND BEAM - FILL SOLID Hl GONG. 4 2#5 BAR5 DONT. BOND BEAM - FILL 50LID W/ GONG. 4 2#5 BARS CONT. 0? 151 o � s TOP OF SLAB +0'-0" (REF. ELEV) TOP OF 5LAB +0'-0" (REF. ELEV) 3 \ SEPARATION WALL ELEVATION BTWN. UNITS "E" & "D"FROM LEFT SIDE (REVERS"C" & "B" LATEST REVISION DATE TO MASTER: 12-14-10 m O00 F- Cb H L U Z13Qw� in O � Q _U W �Lu 0 O 2 «i r�:= > I 7A F � 0 5PRIN6 POINT FOR /5:12 SLOPE RAKE TIE BEAM FORMED 4 POURED OVERHANG IWLE bxbxlb GANG. KNOCKOUT BLOGK GOUR5E cz BOND BEAM - FILL SOLID Wl GONG. 4 1#5 BAR CONT. m O00 F- Cb H L U Z13Qw� in Z � Q 2 H � m co = Q w 2 0 F- Z cv.) M O L.1- N L.1- «i Q > I U� Lu w OO � I..1-.. LLz �z O C/)J cl) DO NOT 5GALE PRINT51 G0 6TRUGTION 5HALL BE O ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO M4 HONES FOR GLARIFIGATIONI t 5PRIN6 POINT FOR /5:12 SLOPE RAKE TIE BEAM FORMED 4 POURED OVERHANG IWLE bxbxlb GANG. KNOCKOUT BLOGK GOUR5E cz BOND BEAM - FILL SOLID Wl GONG. 4 1#5 BAR CONT. m O00 F- Cb L U Z13Qw� in Cu L u o � Q 2 H � m co = Q w 2 0 F- Z cv.) M O L.1- N L.1- «i i 1-!J CD 5PRIN6 POINT FOR /5:12 SLOPE RAKE TIE BEAM FORMED 4 POURED OVERHANG IWLE bxbxlb GANG. KNOCKOUT BLOGK GOUR5E cz BOND BEAM - FILL SOLID Wl GONG. 4 1#5 BAR CONT. V, r r Q N O � Q > O «i CD W I..1-.. LL O C/)J cl) DO NOT 5GALE PRINT51 G0 6TRUGTION 5HALL BE PER INDIGATED DINE1510% ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO M4 HONES FOR GLARIFIGATIONI t 14 of 14 M/I ORLANDO y z N T- 00 0 r RISER ROOF TRU55E5 OR 2x RAFTERS THE FLIGHT AT 24" O.G.- CONNECT DIRECTLY ABOVE THE LOWEST RISER H/ (2)Ibd MIN. GOMMON5 THE bd NAILS AT 3" O.G. AT TOE -NAILED TO TOP PLATE ENDS SHALL BE RETURNED OR 514E ATHIN6 AND RAKE BEAM (SEE ROOF NAILING PATTERN) AND R, -31b INSULATION SHEATHING EDGES 5TA6GER NAILS BTHN. '5P2 AT EA. 51N6LE CONTINUOUS AGRO55 I5t (2) TRU55 BAYS b" G.M.U. GONNEGT TO EA. BOTTOM GHORD W/ (4) SEE ROOF PLAN FOR REOV. STRAP AT EA. MEMBER PANEL ED6E5 STUD TO TOP PLATE "HETA20' 5TRAP 24" OL. PROTIDE 5OLI0 J 2x4 BLOGKIN6 BETWEEN TOP 4 BOT. GHOF55 ��' NOTES: "D5P" AT EA. DOUBLE AK ALT. DETAIL @ FLOOR TRUSS ��' IXIO 5TRINGER / IN DEPTH I. NAILHEAD5 SHALL _ ______ ________ NOT PENTRATE THE FACE - --- ZT - STUD PANEL E06E TO TOP PLATE I/2" 6YP5UM BD. ry z - — REFER TO HEADER OF THE 5HEATHIN6 BY MORE I I i j MONOLITHIC SLAB EDGE DRIP E06E 12' DIAPHRAM AREA SGHED. FOR SIZES THAN THE NAILHEAD THICKNESS. I I I t 26 STAIR I FD6ER CONNECT TO REMAINDER AT 1" D.G. 115P2" AT 1611 O.G. 2. PROVIDE I/b" SPACE BETNEEN i ti ii i FLOOR TRUSS, W/ (2)IOd NAILS AT 2x4/2xb 5UBFA5GIA AGRO55 HDR. SPAN 5HEATHING PANEL5. U I I t l REFER TO 5U131). 3/4" PLYHD. / b" O.G. MAX. OR EQUIVALENT I 15TA24" STRAP AT lul FOR FASCIA MATERIAL R15ER HDR. STUD TO BEAM If II m I W ls�r FOR REQUIRED IN50LATION R -VALUE ¢ I (2) STRAPS EA. 51DE bd NAILS AT b" O.G. VERT. I t U i i W/ (2)IOd TOE -NAILED COMMONS Q ' i WITH (4) OR MORE TRU55E5 AT FIELD 5TUD5 U U 2x STUDS AT STAGG ERED EA. 51DE 1/I6" MIN. 5TRUGTURAL HALL AGRO55 OPN6. Ib" O.G. CONT. 2x4 PLATE �� bd NAILS AT 3" O.G. AT i i i 5HEATHIN6 ED6E5 U NO STRAP REOV. AT o� o CONNECT PLYW. R15ER TO I 15TA24" STRAP AT HDR. t I STAGGER NAILS BTHN. W STUD TO PLATE IF Q 2X4 WOOD BLOCK BY I STUD TO RIM BD./BLKG. PANEL EDGES 5HEATHING GONT. TO GEILIN6 AREAS NO GREATER THAN 500 S.F. _ ¢ N I FOR OPN65. > 5'-0" W BOT. OF FLR. TRU65 TO FLR. TRU55 N/ (4)lbd NAILS 2x4 OR 2xb RIM BD. BTHN. bd NAIL5 AT 3" O.G. HORIZ. II FLR. TRUSSES, AT GONTINUOU5 PVG MID WALL O.G. (M o FLR. TRUSS, -- GONNECT TO AT 2x SILL PLATE U i i 24" O.G. I/2" GYPSUM W. TRU55 H/ (4)lbd NAILS (2x4) _-z1L_=_�_-_=_LL__-=_= __ FILL ALL HOLES H/ NAILS DIAPHRAM AREA @ 6ARA6E GEILIN6 H/ (b)Ibd NAIL5 (2xb) 2X4 BLKG. BTHN. r==rT •=,;T=� H -7 RIM I •I tRIM BD. AT ALL I r 2X4 BLK6. BTHN. BD. AT ALL EA. VERT. CHORD (24" O.G. MAX)� 11 M a 2x4 P.T. RIM BD. BTHN. - SHEATHING EDGES----- I'1- t SHEATH}N6 EDGES / W/ (2) 10d COMMONS FLR. TRU55 -- CONNECT TO TRU55 Nl (4)lbd NAILS PROVIDE DBL. ROH OF bd NAILS AT bd NAILS AT 3" O.G. HOP, 0 / 5EE PLANS FDR LOCATIONS AND TYPES DBL. 2x4 SOLID BLKG. ALTERNATE GOVT. 2xb TOP RAIL I.L.O. AT TOP AND BOTTOM RIM BD. / BELON HDR. STUDS, NAILING TO FLR. TRL65 BLK6. BTHN. RAILS OR TRL65 CHORD 4 \ KICK PLATE OF OPN65. > 5'-0" EXT. WALL SHEATHING e GONG. BLOCK EXT. HALL -Li "HETA20" 5TRAP AT EA. FLR. TRU55 END OI�iI�4�4f7D.CAAPILEEEI�1LfRf1��5 DETAIL AT 2 -STY. 2 -STY. EXT. FRAME REQUIRED NA PATTERN AS, NOTED FOR WALL CONNECTOR DETAIL SHEATHING TO AGT GT AS UPLIFT LOAD GONNIEGTOR BETWEEN HALL 5TUD5 AND FLOOR TRU55E5 HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1 I2" (38MM) BETWEEN THE WALL AND THE HANDRAILS 1 1/2" DIAMETER GONT. HANDRAIL //A TYPICAL SECTION AT HANDRAIL 9 BALUSTER SPACING MUST REJECT 4" DIA. SPHERE UP TO HEIGHT OF 34" - BOTTOM RAIL OR CURB Lu MUST REJECT 2" DIA. SPHERE STAIR TREAD AND RISER CALCULATION Q Imm (2) RISERS + 1 TREAD = 24" MIN. TO 25" MAX.) REFER TO FLOOR PLAN FOR NUMBER OF TREA05 AND R15ER5 y HANDRAIL WITH CIRCULAR GRO55 SECTION DIAMETER BTWN.1 112" TOTAL STAIR RUN TO 2' OR PROVIDE GRO55 SECTION OF EC�UIVALENT 6RA5PABILITY PERFORMANCE FLOOR PRE-EU6'D. FLOOR MANUF. INSTALLATION DETAIL5) OVER 15# FELT TRUSSES � 24' O.G. MINIMUM TREAD (NOT INGLUDIN6 N051N6) = q HIDE 2xb BLOGKING BEHIND HANDRAIL i° Nei TOP AT 3q" ABOVE E06E OF TREAD AT 24" O.G. (MAX) 3/4" PLYHOOD FLOORIU AT 12" O.G.-EDGE, 24" O.G.-FIELD) ON M FLOOR TRUSS 1/I6" SPAN RATED 5TRUGTURAL SHEATHING FLOOR TRU55 OF DOR 514E ATHIN6 AND RAKE BEAM (SEE ROOF NAILING PATTERN) AND R, -31b INSULATION 6(P5UM BOARD 2x4 DIAPHRAM BLOGKIN6 ® 24' OL. PRE-EN6'RED ROOF TRUSSES AT 24" O.G. CONTINUOUS AGRO55 I5t (2) TRU55 BAYS b" G.M.U. GONNEGT TO EA. BOTTOM GHORD W/ (4) 12 NAIL (2)20 TO BOTTOM OF NOTE: PICKETS SHALL BE PLACED "HETA20' 5TRAP 24" OL. PROTIDE 5OLI0 J 2x4 BLOGKIN6 BETWEEN TOP 4 BOT. GHOF55 ��' / FLOOR TR 6512' OR LE55 NO GREATER THAN 4 O.G. VERTICAL. ALT. DETAIL @ FLOOR TRUSS ��' IXIO 5TRINGER / IN DEPTH II II nll OVER VAPOR BARRIER FIN15H GRADE I/2" 6YP5UM BD. ry z - ' I' NOSING / 4'-0' MONOLITHIC SLAB EDGE DRIP E06E 12' DIAPHRAM AREA REINF. FILLED GELL AS, 2x12 TREAD / / 26 STAIR I FD6ER CONNECT TO REMAINDER AT 1" D.G. FA5GIA MATERIAL - i FLOOR TRUSS, W/ (2)IOd NAILS AT 2x4/2xb 5UBFA5GIA GLUED W bd HAIL5 AT 12" O.G. IN FIELD �o REFER TO 5U131). 3/4" PLYHD. / b" O.G. MAX. OR EQUIVALENT 5PEGIFIGATION5 PROVIDE DRAFTSTDPPIN6 TD SEPARATE CEILING AREAS NO GREATER THAN 500 S.F. FOR FASCIA MATERIAL R15ER Lu m REFER TO ENERGY GALGULATIDN GONNEGT CARRIAGE TO LEDGER ls�r FOR REQUIRED IN50LATION R -VALUE ¢ DONT. ALUM. W/ (2)IOd TOE -NAILED COMMONS Q ' C) Z / STAGG ERED EA. 51DE 1/I6" MIN. 5TRUGTURAL HALL u- CONT. 2x4 PLATE �� 3/4" TSG PLYHDOD FLOOR -NAILED 8 m Lu o� o CONNECT PLYW. R15ER TO TO FLR. TRU55 N/ (4)lbd NAILS AND b" O.G. AT PANEL EDGES Q 2X4 WOOD BLOCK BY TREAD WITH (4) bd NAIL5 TRU55 MANUFACTURER GEILIN6 AREAS NO GREATER THAN 500 S.F. _ ¢ CONT. 2x4 PT BOTTOM RAIL-GONNEGT TO FLR. TRU55 N/ (4)lbd NAILS cr 2x12 GARRIAGE AT SIDES AND GONTINUOU5 PVG MID WALL O.G. (M o STUCCO WEEP 5GREED CENTER OF STAIRS HITH 2xb I/2" GYPSUM W. 51MP50N "HETA20" AT EA. TRUSS / SPACER AT 51DE WALL5 FILL ALL HOLES H/ NAILS DIAPHRAM AREA @ 6ARA6E GEILIN6 H/ (TRU55 PARRALLEL TO WALL-5TRAP AT / CONNECT SPACER TO EA. STUD EA. VERT. CHORD (24" O.G. MAX)� REMAINDER AT 1" O.G. bxbxlb GONG. KNOCKOUT BLK. / W/ (2) 10d COMMONS a� TOP COURSE -FILL Hl GONG. II ABV. TYP. HDH. AND DOOR OPN65. o / 5EE PLANS FDR LOCATIONS AND TYPES / / 2x4 P.T. / KICK PLATE TYPICAL STAIR SECTION 5GALE: N.T.5. FLASHING: ALL ROOF AND HALL FLASHING TO BE ALUMINUM OR 6ALV. METAL MATERIAL. GONNEGT N/ 6ALV. METAL NAIL5 AT 24" O.G. MAX. CONT. 2xb TOP RAIL- GONNTEC TO FLR. TRU55 Hl (b)Ibd NAILS EXT. 5HEATHIN6 NAILING PATTE PROVIDE bd NAILS AT 3" Of (2) ROH5 AT 2xb TOP RAIL (1) ROH AT 2x4 BOT. RAIL DONT. 2x4 BOT. RAIL- GONNEC TO FLR. TP465 W/ (4)lbd NAILS (2x4 P.T. IF IN CONTAGT N/ GO ALTERNATE FLR. IN LIEU OF 2x4 BLKG. BTHN. RAILS A5 PART OF FLR. TRU55 END GON5T. 2x4 5YP #2 5TUD5 ® IV O.G. 3/4' PLYWOOD ROOF TRU55E5 OR 2x RAFTERS AT 24" O.G.- GONNEGT H/ (2)lbd MIN. GOMMON5 TOE -NAILED TO TOP PLATE= 51MP50N "5P2" I I I I 2x 5TUD5 AT Ib" O.G. SEE ROOF PLAN FOR REOV. 5TRAP AT EA. MEMBER ,--REFER TO HEADER 5GHED. FOR 51ZE5 51MP50N "DW AT lb" O.G. AGRO55 HDR. 5PAN 51MP50N "L5TA24" 5TRAP AT HDR. STUD TO BEAM I 2x4 OR 2xb RIM BD. BTHN. FLR. TRU55E5 AT ( FLR. TRU55 -- CONNECT TO 24" O.G. TRU55 H/ (4)lbd NAILS (2x4) (b)lbd NAILS (2xb) 2x4 P.T. RIM BD. BTHN. FLR. TPL55 -- GONNEGT TO TRU55 H/ (4)lbd NAILS DBL. 2x4 SOLID BLKG. BELOH HDR. STUDS OF OPNGS. > 5'-0" GONG. BLOCK EXT. HALL "HETA20" STRAP AT 24" O.G. MAX. AT FLR. TRU55 PERP. TO HALL OR 24" O.G. AT GABLE END TR155 2-57Y. EXT. FRAME HALL GONNEGTOR DETAIL 5HIN6LE5 (ATTACH W/ 6ALV. METAL ROOFING NAILS PER FLOOR PRE-EU6'D. FLOOR MANUF. INSTALLATION DETAIL5) OVER 15# FELT TRUSSES � 24' O.G. T/Ib" MIN. 5TRUGTI,RAL WALL AT 24" O.G. (MAX) SHEATHING AT 12" O.G.-EDGE, 24" O.G.-FIELD) ON M TOP CHORD OF BOT. CHORD 1/I6" SPAN RATED 5TRUGTURAL SHEATHING FLOOR TRU55 OF DOR 514E ATHIN6 AND RAKE BEAM (SEE ROOF NAILING PATTERN) AND R, -31b INSULATION 6(P5UM BOARD 2x4 DIAPHRAM BLOGKIN6 ® 24' OL. PRE-EN6'RED ROOF TRUSSES AT 24" O.G. CONTINUOUS AGRO55 I5t (2) TRU55 BAYS b" G.M.U. GONNEGT TO EA. BOTTOM GHORD W/ (4) 12 IDd NAILS SEE ROOF PLAN PER "HETA20' 5TRAP 24" OL. PROTIDE 5OLI0 J 2x4 BLOGKIN6 BETWEEN TOP 4 BOT. GHOF55 z WHERE STRAP DOE5 NOT ALI6N W/ TRI% GONT. 2x4 DBL. PLATE IN VERTICAL. ALT. DETAIL @ FLOOR TRUSS ROOF TRU55E5 OR 2x RAFTERS AT 24" O.G.- GONNEGT H/ (2)lbd MIN. GOMMON5 TOE -NAILED TO TOP PLATE= 51MP50N "5P2" I I I I 2x 5TUD5 AT Ib" O.G. SEE ROOF PLAN FOR REOV. 5TRAP AT EA. MEMBER ,--REFER TO HEADER 5GHED. FOR 51ZE5 51MP50N "DW AT lb" O.G. AGRO55 HDR. 5PAN 51MP50N "L5TA24" 5TRAP AT HDR. STUD TO BEAM I 2x4 OR 2xb RIM BD. BTHN. FLR. TRU55E5 AT ( FLR. TRU55 -- CONNECT TO 24" O.G. TRU55 H/ (4)lbd NAILS (2x4) (b)lbd NAILS (2xb) 2x4 P.T. RIM BD. BTHN. FLR. TPL55 -- GONNEGT TO TRU55 H/ (4)lbd NAILS DBL. 2x4 SOLID BLKG. BELOH HDR. STUDS OF OPNGS. > 5'-0" GONG. BLOCK EXT. HALL "HETA20" STRAP AT 24" O.G. MAX. AT FLR. TRU55 PERP. TO HALL OR 24" O.G. AT GABLE END TR155 2-57Y. EXT. FRAME HALL GONNEGTOR DETAIL 5HIN6LE5 (ATTACH W/ 6ALV. METAL ROOFING NAILS PER = MANUF. INSTALLATION DETAIL5) OVER 15# FELT ' (2" 51DE LAP / 4" END LAP AND GAP NAILS AT 24" O.G. (MAX) L Q ' AT 12" O.G.-EDGE, 24" O.G.-FIELD) ON M OPEN GMU WALL CELLS - REFER TO 1/I6" SPAN RATED 5TRUGTURAL SHEATHING ENERGY CALCULATION FOR R -VALUE 514E ATHIN6 AND RAKE BEAM (SEE ROOF NAILING PATTERN) AND R, -31b INSULATION DOHEL AND TOP G0UR5E REBAR PRE-EN6'RED ROOF TRUSSES AT 24" O.G. AT EA. REINF. GONG. FILLED BLOCK b" G.M.U. HURR. STRAP AT EA. TRU55 12 II PREGA5T HON. 51LL - TYP. AT SEE ROOF PLAN PER �— J ELEV. z II II GONT. 2x4 DBL. PLATE IN l 4" 3 1/2" MIN. GONG. SLAB (2500 P51) `V SIMPSON 5P2 AT EA. SND AAAAAAAA/ II II nll OVER VAPOR BARRIER FIN15H GRADE I/2" 6YP5UM BD. ry z - ii EARTH FILL 4'-0' MONOLITHIC SLAB EDGE DRIP E06E 12' DIAPHRAM AREA REINF. FILLED GELL AS, OVER FA50A FA5TEN H/ 5d NAIL5 AT 4" D.G. LOCATED PER SLAB PLAN REMAINDER AT 1" D.G. FA5GIA MATERIAL - 3/4" T46 PLYNOOD FLOOR -NAILED $ 2x4/2xb 5UBFA5GIA GLUED W bd HAIL5 AT 12" O.G. IN FIELD �o REFER TO 5U131). APCANS AT 12" z 5PEGIFIGATION5 PROVIDE DRAFTSTDPPIN6 TD SEPARATE CEILING AREAS NO GREATER THAN 500 S.F. FOR FASCIA MATERIAL R -IE MIN. INSULATION - REFER TO ENERGY GALGULATIDN FOR REQUIRED IN50LATION R -VALUE DONT. ALUM. VENTED SOFFIT 2x4 5YP STUD, AT Ib" O.G. @ V-1 IV WALLS 1/b" THK. GEMENT PLASTER OVER 2X3 SPF STUDS AT I b' O.G. ®WALLS > b' -I 10' H. 1/I6" MIN. 5TRUGTURAL HALL 5HEATHIN6-5EE DETAIL FOR CONT. 2x4 PLATE REOV. NAILING PATTERN 3/4" TSG PLYHDOD FLOOR -NAILED 8 DONT. 2x4 TOP RAIL-GONNEGT GLUED W bd NAILS AT 12" O.G. IN FIELD TO FLR. TRU55 N/ (4)lbd NAILS AND b" O.G. AT PANEL EDGES 2X4 WOOD BLOCK BY PROVIDE DRAFT5TOPPIN6 TO SEPARATE TRU55 MANUFACTURER GEILIN6 AREAS NO GREATER THAN 500 S.F. CONT. 2x4 PT BOTTOM RAIL-GONNEGT TO FLR. TRU55 N/ (4)lbd NAILS ENG E5 ;24" GONTINUOU5 PVG MID WALL O.G. (M STUCCO WEEP 5GREED I/2" GYPSUM W. 51MP50N "HETA20" AT EA. TRUSS 4'-0' (5/b" TYPE 'X" GYP. BD. FILL ALL HOLES H/ NAILS DIAPHRAM AREA @ 6ARA6E GEILIN6 H/ (TRU55 PARRALLEL TO WALL-5TRAP AT FASTEN( W 5d NAILS AT 4" O.G. LIVING AREA ABOVE) EA. VERT. CHORD (24" O.G. MAX)� REMAINDER AT 1" O.G. bxbxlb GONG. KNOCKOUT BLK. PRE-EN6'RED. PRECAST GONG. LINTEL a� TOP COURSE -FILL Hl GONG. II ABV. TYP. HDH. AND DOOR OPN65. o AND 1 #5 BAR DONT �� 5EE PLANS FDR LOCATIONS AND TYPES 5GALE: I/2"= I'-0" NO STRUCTURAL MEMBER OR BLD6.5ERVIGE SHALL PENETRATE THE FIRE RATED SHAFT WALL BETIEEN UNITS. ASPHALT 5HIN6LE5 ON d STRUCTURAL 5HEATHIN67 It 1/2" DRYHALL OVER Ix2 P.T. (MIN j z AT 24" O.G. (MAX) Z o I GORE -FILL 500 FOAM INSULATION IN ALL M OPEN GMU WALL CELLS - REFER TO fl ENERGY CALCULATION FOR R -VALUE 514E ATHIN6 AND RAKE BEAM I #5 VERT. BAR TIED INTO #5 BAR 1/2" EXTERIOR PORTLAND DOHEL AND TOP G0UR5E REBAR GEMENT PLASTER OVER AT EA. REINF. GONG. FILLED BLOCK b" G.M.U. II GELL AS, LOCATED PER PLANS ROOF TRU55E5 II PREGA5T HON. 51LL - TYP. AT AT 24" O.G. 5TD. NOH. OPNG. J b GONG. z II II GNU HALL CELLS - REFER TO ENERGY l 4" 3 1/2" MIN. GONG. SLAB (2500 P51) `V Ir MIN. H/ FIBERME5H OR bxb 10/10 NW II II nll OVER VAPOR BARRIER FIN15H GRADE II GLEAN GOMPAGTED ry z - ii EARTH FILL #5 BAR DOI IEL TIED TO MONOLITHIC SLAB EDGE FTG. REBAR AT EA. 2O' FOOTING PER SLAB PLAN REINF. FILLED GELL AS, MIN. LOCATED PER SLAB PLAN TYP. EXT. 2 -STORY WALL SECTION 5GALE: I/2"= I'-0" NO STRUCTURAL MEMBER OR BLD6.5ERVIGE SHALL PENETRATE THE FIRE RATED SHAFT WALL BETIEEN UNITS. ASPHALT 5HIN6LE5 ON m 000 STRUCTURAL 5HEATHIN67 4'-0" MIKEAGH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN) PROVIDE FIRE RETARDANT TREATED WOOD AND PRE-EN6'RED ROOF U) LLJ Lo ROOF 5HEATHIN6 TRUSSES AT 24" O.G. Z I SEAM W/ (I) #5 GOVT. PROVIDE GONT. FIRE CAULK RADIANT OR FIRE WOOL ®ROOF BARRIER CLEARANCE 514E ATHIN6 AND RAKE BEAM FROM TOP OF BEAM Q CONSTRUCTION JOINT "w`V� .�< Q PRE-E%INEERE c) ROOF TRU55E5 w AT 24" O.G. elf 1/2" 6YPSU M EV R -3b INSULATION b GONG. FOAM GORE FILL INSULATION IN ALL OPEN K COURSE GNU HALL CELLS - REFER TO ENERGY Ir, AND CALCULATION FOR R -VALUE IT. �z 1/2 DRYWALL OVER DBL. Ix2 P.T. J U) AT 24" O.G. (MAX) 3:O bxbxlb 2 HR. FIRE -RATED ONLY, ANY 015GREPE%lE5 GMU WALL HOMES FOR GLAWFIGATIONI #5 VERT. BAR TIED INTO #5 BAR D3 D%EL AND TOP COURSE REBAR AT EA. REINF. GONG. FILLED BLOCK CELL AS LOCATED PER PLANS 3/4" T46 PLYNOOD FLOOR -NAILED $ GLUED W bd HAIL5 AT 12" O.G. IN FIELD (I) AND b" O.G. AT PANEL EDGES APCANS AT 12" z RED PROVIDE DRAFTSTDPPIN6 TD SEPARATE CEILING AREAS NO GREATER THAN 500 S.F. �—PRE-EN6RED. FLR TRUSSES AT 24" O.G. (MAXJ 5TAC-HRED BTM. ADJ. UNITS �I/2"6(P5UM W. GORE -FILL 500 FOAM INSULATION IN ALL OPEN GMU WALL CELLS 1/2" DRYWALL OVER DBL. Ix2 P.T. (MIND AT 24" D.G. (MAXJ bxbxlb 2 HR. FIRE -RATED GMU WALL #5 VERT. BAR TIED INTO #5 BAR DOY EL AND TOP COURSE REBAR AT EA. REINF. GONG. FILLED BLOCK CELL AS, LOCATED PER PLANS 3 U2' MIN. GONG. SLAB (250 '0 P51) W FI5ERME5H OR bxb 10/10 WHM OVER VAPOR BARRIER GLEAN COMPACTED EARTH FILL MONOLITHIC SLAB FOOTIN6 PER SLAB PLAN TV. UNIT 5EPARATION HALL 5EGTION AT ROOF TRU55 PARRELLEL TO FRAME HALL 5GALE: 1/2"=1'-0" LATEST REVISION DATE TO MASTER: 12-14-10 0 W ry W 0 m O m 000 a-+ U M Z F -- U) LLJ Lo X: F-� Lu Z _ Q LL, � o 9+U U rn JZNM o_ "w`V� .�< Q Q c) Lu w elf OO �z LL- W �z J U) DO NOT 5GALE PRINT51 3:O PER INDIGATED DIMEN510N5 ONLY, ANY 015GREPE%lE5 TO BE REPORTED TO Mil HOMES FOR GLAWFIGATIONI toot D3 Mil ORLANDO O m 000 a-+ U M Z U) LLJ Lo X: F-� Lu � u) _ Q LL, � o 9+U U rn JZNM o_ "w`V� .�< a Q r r o 1 � m O t+ i Lu / Lu 1 J Q Lu W O t/) J U) DO NOT 5GALE PRINT51 GON5TWIGTION 5HALL 13E PER INDIGATED DIMEN510N5 ONLY, ANY 015GREPE%lE5 TO BE REPORTED TO Mil HOMES FOR GLAWFIGATIONI toot D3 Mil ORLANDO