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HomeMy WebLinkAbout2656-2662 River Landing Dr (a)-_ . _...—.— _— �_—.— —._ _ ,___— I I _. '� � \ ..� � a �, i� � !.� - - I� , VI 14 1 n ONE-HOUR RATED 7/16" FIRE RETARDANT SHEATHING 4' MINIMUM EA, GIDE OF SEPARATION WALL -! 24 PIT, STUD 2x4 STUD 7/8" EXT. PORTLAND CEMENT PLASTER ON PAPER BACKED EXPANDED METAL LATH ON TYVEK BOLT INSTALLATION NOTES: v1711 v WWROUGH 8" CMU WALL OPNG.NOTE REINF. FILLED CELL WAST TCR 36 718 x 63 PLUMTOBOX S1ACK� 24°VOID - WIDTH x HEIGHT 2X6 P.T. - (IN INCHES) STUD PLACE DBL. --DBL, 'HALL STUD ADJ, TO STUD VENT PIPE 2x4 STUD STUD SPACING- DETAIL WASHER r �� - rv�iriWvc�n�TC�C�<vv�✓vvvvJ, 1/2" x 81. THREADED ROD W/ 1" RND. WASHER SET IN EPDXY FILLED 5/8" DIA. DRILLED & CLEANED HOLE (4" MIN. EMBED INTO CMU WALL) 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 2nd STY. FLOOR PLAN WALL LEGEND Illlllllflllll INDICATES 20 BEARING WALL W/ QUICK TIE SYSTEM HOLDDOWNS FROM TOP OF IST STORY BLOCK WALL TO SECOND STORY TOP PLATE. SEE SHEET 11 FOR ADD1. INFORMATION INDICATES 2x4 BEARING WALL ABOVE LAM. BEAM. PROVIDE STRAPPING PER DETAIL y5 ON SIT1. 12 ® NDICATES 24R. FIRE SEFARA110N WALL B1WN, UNITS, SLPARAIIUN WALL CONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG. SERVICE SHALL BE WITHIN OR PENETRATE IHE SEPARATION WALL. REFER TO SEPARATION WALL DETAIL(s) FOR ADDITIONAL INFORMATION. AREA TAB UAIT UNIT UNIT UNIT TOTTAL 1st STY, LIVING 834 734 734 834 31.36 2nd STY, LIVING 946 901 901 946 3694 TOTAL LIVING 1760 1635 1635 1780 6830 ENTRY 40 51 51 40 182 GARAGE 238 230 230 238 936 LANAI 41 NA NA 41 82 TOTAL U.R. 2099 1916 1916 2099 8030 I - SECOND STORY PLAN NOTES: I . DRYER VENT BOX - VENT 1 HRU ROOF. 2. 24" W. WALL CAVITY, VOID OF STUDS, FOR WASITCR BOX AND STACK. 3, 12° W. WALL CAVITY, VOID OF STUDS, FOR SHOWER VALVE AND/OR HEAD. 4, HARZARDOUS CLAZINO LOCATION, INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND/OR WINDOWS. 5. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION. ALL FRAME WALLS ARE DRAWN AND DIMENSIONED TO BE 3 1/2" WIDE UNLESS OTHERWISE NOTED. 6. PROVIDE DRAIN PAN BELOW LACII WASHER. DRAIN LINE 'TO EXTERIOR. 7. PROVIDE 2x4 AT 24" O.C. VERT. LADDER BLOCKING AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME WALLS FOR INSTALLATION OF INSULATION. LATEST REVISION DATE TO MASTER: 07-01-12 0 CV 1 O 1 � p W J w Q ®o N ~ W Z � o OU) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES FOR CLARIFICATION! TYP. CMU TO FRAME WALL DETAIL AT SEPARATION WALL 1 1 4 of 14 M/I ORLANDO a U W �z iU o� ujLO 00 1 'y^� T p1 v/ < Lu =3 0Q W cv W W O� � U-0 W w ® L_ Z �y O I - 0 CV 1 O 1 � p W J w Q ®o N ~ W Z � o OU) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES FOR CLARIFICATION! TYP. CMU TO FRAME WALL DETAIL AT SEPARATION WALL 1 1 4 of 14 M/I ORLANDO a U W �z iU o� ujLO 00 'y^� T p1 v/ < Lu 0Q W cv W W o m CL Q � 0 CV 1 O 1 � p W J w Q ®o N ~ W Z � o OU) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES FOR CLARIFICATION! TYP. CMU TO FRAME WALL DETAIL AT SEPARATION WALL 1 1 4 of 14 M/I ORLANDO 6s'-6' ELECTRICAL LEGEND �r STANDARD SW'IICH 3 WAY SWITCH C� 4 WAY SWITCH 1 DIMMER SWITCH rp PUSH BUTTON � DUPLEX OUILEI GFI C.F.I. DUPLEX OUTLET wP/CFI WATER PROOF/C,F,I, DUPLEX OUTLET � 220 DOLT OUILEi CLO CEILING MOUNTED UUPLLX OUTLET _ LC UNDER COUNILR DUPLEX OUILET W CLC. MOUNTED OUTLET FOR CAR. DOOR OPENER L.0 PRE -WIRED JUNCTION BOX u P W PRE -WIRED FAP! JUNCTION BOX �r} CEILING MOUNTED LICHI HXIURE CEILING MOUNTED -VAPOR PROOF LICHT FIXTURE P.C. LCI. ATTIC PULL CHAIN _Gp RECESSED LICNi FIXTURE -2ti-VT RECESSED -VAPOR PROOF LIGHT FIXTURE �j WALL MOUNTEU LICHT FIXTURE UCOL(fl COACH LIGHT (PRE -WIRE AS NOTED) <� FLOOD LICHT Q 1x4 1'x4' FLUORESCENT LOWING : :: C):: 4 2'x4' FLUORESCENT LIGIMNC I—C) 1 FLUORBCENl SIRIP C g _] UNDER CAUINEI ILUORESCENI SIRIP 2-2- �11 WALL MOUNTED IHCANDESENT SIRIP E.F. EXHAUST FAN E.F. — LITE EXIIAUST FAN WITH LICHI JU SMOKE & CAROON MONOXIDE UEIECTOR SPEAKER PRE -WIRE t%' 1 ELECTRICAL PANEL �i A/C DISCONNECT ELECTRICAL MEIER �© TELEVISION OUILEI �j TELEPHONE JACK m NETWORK JACK, 1st STY. ELECTRICAL PLAN ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACIOR 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 MTC. 3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTERS) AND SHALL "TAMPER-RESISTANT" PROTECTION DEVICE. 4. ALL CARAGE OUTLETS SHALL BE G.F.I. 5. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY BACK-UP & WIRED IN SUCH A MANNER THAI ACIUAIION 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. 8. ALL CARACE SET W.H. SHALL HAVE PROTECHVE POST, WHERE NECESSARY. LATEST REVISION DATE TO MASTER: 07-01-12 w ui 0 O Lu w C/7 Lu O 0 Q 00 g `-' C i ao `I— w� i U co w _ �- r 0�0� � W s o _ mE U U �o T 0 < LLj_. W N LL < 00 CV F_ C� i Q � t` 1 O � - W OM ® O W 0 L.0 O LL_ Z W H =D 0 (D O J � DO NOT SCALE PRINTS! F_ PER INDICATED DIMENSIONS Q 00 g `-' C i ao `I— w� i U co w _ �- r 0�0� � W s o _ mE U U �o T 0 < LLj_. W N LL < 00 CV C� i Q � t` 1' O LLI - ruj V � ® O w Z W H =D 0 (D J � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MIT HOMES FOR CLARIFICATION! 1 1 1 6 of 14 Mll ORLANDO PRC-ENCINEERLD ROOF TRUSS OR CGNV. FRAMED RAFTER SIMPSON "HETA20° STRAP AT EA. IRUSS - NAILS PER SCHEDULE - "HETA20" STRAP AILINC SCHEDULE UPLII T # 01 NAILS VAI OF RE(,UIRED 1810 N)I0d x 1-1/2" 1200 (6)104 x 1-1 8G0 (4)10d x 1-1/2"1 �i 1__ CMU 'WALL TYPICAL TRUSS TO BLOCK WALL CONNECTION 12 I UNLESS OTHERWISE HOILD CN IHE PLAN UPLIFT LOAD REQUIREMENTS OBTAINED FROM SEALER FNGINEFRINC DRAWINGS FROM IRUSS MAMUF. FLOOR IRUSSES GABLE ENI) FLR. TRUSS AT 24° O.C. MAX.-) - 2x4 CONT. RIM BOARU PER FLAN I AT TOP & BOL CHORD CON�`IECT TO EA. FLR. r-- 0 C I—TRUSS TRUSS W/ (4)16d NAILS OC) CV LI_ ALL NAIL HOLES CONC, BLOCK 'NALL- FROM FACE OF BUCK CMU WALL - ETBACK FACECF . SIMPSON "HLlA20' ANCHOR 4" DIMENSION RIM BOARD 1A2' FROM JULK.WALL FACE CF BLOCK 2SIMI`ION "HETA20" ANCHOR OF BLK. WALL AT EA. Fl OOR'IRUSS - p FILL ALL MAIL BOLES FA 471- TYPICAL FLR TRUSS/BEAM 2 1 PERPENDICULAR TO CMU WALL 12 UPLIFT STRAP CONNECTION I UNLESS OIHERWI`EE N01ED ON THE PLAN 2 or 3 PLY 16" DR FLAI GIRDER TRUSS 2 PLY—11PSON LCUM28-2 HANGER Wl/ (6) SDS- 1/4'x2 1/2" SCREWS TO TRUSS (2435# IMAX UPLIFT) 3 PLY—'lLCUM28-3 HANGER 'IJ% (6) SDS— 1/4"x2 1/2" SCREWS TO TRUSS (5575 # MAX UPLIFT) —CONS'. BLOCK WALL CONNECT HAIICER TO CMU WALL 'N/ �I� l/4"x2-1/2" SIMPSCN "IH N FLAT GIRDER TRUSS /� TO CMU WALL 12 � HANGER CONNECTION _2x4 X -BRACING Al 2x4 BOX FRAME AT 48" O.C. MAX. W/ OSB ' 18" O.C. MAX. IN SHEATHING EA. SIDE (CONNECT TO 2x4 VJ/ 16" DF'. FLOOR FIRST (2� TRUSS BAY;; - ®R 8d NAILS AT 6" O.C.) AT FIRST (2) TRUSS TRUSSES PER PLAN- CONNEC EA. END BAYS -CONNECT EA. CORNER W� (2)104 W/ (2)104 TOENAILS TOFNAII �1 16 DP. GABLE END FIR. TRU " OR- / 16" DP, LAM, BEAM FER PLAN SETBACK FACE OF RIM / BOARD 1K 2' FROM FACE OF BI CC — i CONC. BLOCK WALL-- '­PROVIDL SIMPSON "HLIA20" ANCHOR AT ALTERNATE 24" O.C. MAX. PROVIDE SOLID 2x4 BRACING BTWN. FROM�FAC DIMENSION BLK. WALL -� CHORDSAP VERT. LFOR �IAILIMGRFILL ALL NAILUSS TOP & FLR. TRUSSES HOLES 3 PERIMETER WALL DETAIL 12 TRUSSES PARRALLEL TO WALL CMU SEPARATION WALL BTWN. UNITS TYPICAL FLR. TRUSS 1 BEAM 4 PARALLEL TO CMU WALL UPLIFT STRAP CONNECTION SIMPSON "LSTA12" OR QUICK—TE "LS12" FLAT STRAP CONNECIING EA. 2ND STY. STUD TO TOP PLATE CENTER STRAP ON BOT. OF TOP PLATE WDW. OPENING PER PLAN DBL. STRAP AT EA. SIDE OF OPNG. GIRUFR IRIJ` s CR I VI CONNECTOR VARIES -SEE BEAM PER PLAN PLAN FOR INFORMAIION� SIMPSON "HT116" 'rN/ SIMPSON "LSTA12" OR QUICK -TIE "LS12" FLAT STRAP 5/8" THREADED ROD -'� CONNECTING EA. 2ND STY. STUD TO GIRDER TRUSS OR TO BILK. WALL -SET IN BEAM. CENTER STRAP ON BOT. OF TRUSS OR BEAM EPDXY FILLED HOLE 1J/ 5MIN. EMBED FILL ALL NAIL HOLES 2ND STY FRAME WALL TO GIRDER 12 OR BEAM STRAP CONNECTION ' UNLESS OTHERWISE NOTED ON THE PLAN 16" UP, FLOCR TRUSSES W/ MID SPAN DRC. -FILL ALL NAIL HOLES COPJC, SIMPSON HETA20" OLK. / AT EA. FLR. IRUSS— WALL FILL ALL NAIL HOLES �FLR, TRUSS TO CMU WALL 12) STRAP CONNECTION MID SPAN BEARING CONDITION 3 PLY 1 FLAT GIRDER 91PSON "LGT3—SDS2.5" W/ (21)164 SINKERS TO COLUMN & (12) SDS 1/4"x2 1/2"� SCREWS TO GIRULR 3.5"x6" LVL COLUMN SIMPSON "1!TT16" IIOLDDOWN W/ -5A8"IHREADED ROD TO SLAB SEI IN EPDXY TILLED HOLL W/ 5" MIN. EMBLIJ FILL ALL NAIL HOLES--'-- GIRDER OLES—'` GIRDER TRUSS TO COLUMN TO SLAB CONNECTION LVL BEAM OR GIRDER GABLE ENI) FLR. TRUSS IRUSS y�� ` OR LAM. HFAM PER PLAN PER FLAN I PARRALLEL TO WALL r-- 0 C I—TRUSS SETBACK FACE OF OR DEAM 1 2" OC) CV LI_ ALL NAIL HOLES CONC, BLOCK 'NALL- FROM FACE OF BUCK CMU WALL - . SIMPSON "HLlA20' ANCHOR 4" DIMENSION TO ' AT 24" O.C. MAX. - PROVIDE SOLID 2x4 VERF. BLKG. DPhN, TRUS') TOP STRAP FROM FACE HOT. CHORDS FOR NAILING OF BLK. WALL FILL ALL NAIL HOLES TYPICAL FLR. TRUSS 1 BEAM 4 PARALLEL TO CMU WALL UPLIFT STRAP CONNECTION SIMPSON "LSTA12" OR QUICK—TE "LS12" FLAT STRAP CONNECIING EA. 2ND STY. STUD TO TOP PLATE CENTER STRAP ON BOT. OF TOP PLATE WDW. OPENING PER PLAN DBL. STRAP AT EA. SIDE OF OPNG. GIRUFR IRIJ` s CR I VI CONNECTOR VARIES -SEE BEAM PER PLAN PLAN FOR INFORMAIION� SIMPSON "HT116" 'rN/ SIMPSON "LSTA12" OR QUICK -TIE "LS12" FLAT STRAP 5/8" THREADED ROD -'� CONNECTING EA. 2ND STY. STUD TO GIRDER TRUSS OR TO BILK. WALL -SET IN BEAM. CENTER STRAP ON BOT. OF TRUSS OR BEAM EPDXY FILLED HOLE 1J/ 5MIN. EMBED FILL ALL NAIL HOLES 2ND STY FRAME WALL TO GIRDER 12 OR BEAM STRAP CONNECTION ' UNLESS OTHERWISE NOTED ON THE PLAN 16" UP, FLOCR TRUSSES W/ MID SPAN DRC. -FILL ALL NAIL HOLES COPJC, SIMPSON HETA20" OLK. / AT EA. FLR. IRUSS— WALL FILL ALL NAIL HOLES �FLR, TRUSS TO CMU WALL 12) STRAP CONNECTION MID SPAN BEARING CONDITION 3 PLY 1 FLAT GIRDER 91PSON "LGT3—SDS2.5" W/ (21)164 SINKERS TO COLUMN & (12) SDS 1/4"x2 1/2"� SCREWS TO GIRULR 3.5"x6" LVL COLUMN SIMPSON "1!TT16" IIOLDDOWN W/ -5A8"IHREADED ROD TO SLAB SEI IN EPDXY TILLED HOLL W/ 5" MIN. EMBLIJ FILL ALL NAIL HOLES--'-- GIRDER OLES—'` GIRDER TRUSS TO COLUMN TO SLAB CONNECTION LVL BEAM OR GIRDER IMPSON "[1(116" HOLDDOWN IRUSS y�� ` / h 8 IHREAUEU R00 TO PER FLAN IK. MALL -SET IN EPDXY FILLED a Q (!J CV LL r-- 0 C HOLE W/ 5" MIN, EMBED OC) CV LI_ ALL NAIL HOLES CONC, BLOCK 'NALL- a 6 -12' BEAM I GIRDER TRUSS TO CMU WALL STRAP CONNECTION 16" UP. FLAT CIRDER TRUSS OR 16" UP. FLUOR IRUSS PROVIDE W4). SHIMS A5 !' REQ'D, TO FILL GAP BTWN. HANGER AND IRUSS—' SIMPSON "HU46" HANGER W/ (6) 10d NAILS TO TRUSS —GONG. BLOCK WALL CONNECT HANGER TO CMU WALL W/ (12) 1(4"x2 3/4" SIMPSON "TITEN' SCREWS 101 TRUSS TO CMU WALL C.,�? / HANGER CONNECTION 13" DP, FLAT GIRDER TRUSS OR 16" UP. FL OON IRUSS PROVIDE WD, SIRIS AS REOV TO FILL GAP B 14JN. HANGER AND TRUSS 1 SIMPSON lIU26 CR lIU26-2 HANGER W/ (6) 10d NAILS TO TRUSS GONG, BLOCK WALL )NNECT HANGER TO IU WALL W/ 2) IA4%2 3/4" SIMPSON I EN' SCREWS 11 TRUSS TO CMU WALL HANGER CONNECTION 1 st STY. FRAMING PLAN FRAMING PLAN NOTES; 1. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL IRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 2. ALL IRUSS 10 IRUSS CONNECTORS TO BE SUPPLIED UY TRUSS MANUFACTURER. 3. INDICATES #2 SYP OR BETTER 20 BLKG. AT 48" O.C. BTWN, TRUSS BOT. CHORDS W/ (2)-16d COMMONS TOE -NAILED EA. SIDE. (TYP. AT 1ST (4) TRUSS BAYS AT ALL GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN) 4. ALL OVERHANGS TO BE 12" UNLESS OTHERWISE NUIED 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. ALL INTERIOR FRAME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.) 7, FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13" DP. GIRDER TRUSS OR BEAM. 8, 1ST STY. OR 2ND STY. PLUMBING WALL, TOILET, OR FLOOR FITTING, 9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENING AT CENTER OF SPAN IO.PROVIDE 2x12 LEDGER (BOTTOM AT IRUSS BRG, HL) W/ (10) IOd NAILS AT EA. VERT. STUD. ll.PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING, IZALL GIRDERS SHOWN SINGLE PLY. FOR CLARITY - SEE IRUSS ENGINEERING FOR REQUIRED NUMBER OF PLIES. DESIGN LOADS: ASPHALT SHINGLE ROOF LOADS: LIVE — 20 PSF. DEAD — 17 PSF. (T.C. — 7 PSF.), (B.C. — 10 PSF.) CEMENT TILE ROOF LOADS; LIVE — 20 PSF. DEAD — 25 PSF. (T.C. — 15 PSF.), (B.C. — 10 PSF.) DESIGN DATA — WIND LOADS: ? ULTIMATE DESIGN WIND SPEEED (Vull) = 140 MPH ? NOMINAL DESIGN WIND 5PEEED (Vasd) = 108 MPH ? RISK CATEGORY = II ? WIND EXPOSURE = C ? ENCLOSURE CLASSIFICATION = ENCLOSED ? INTERNAL PRESSURE COEFFICIENTS = +/— 0.18 ? COMPONENTS & CLADDING PRESSURES = RLFER TO TABLE SHEET D-1 FLOOR LOADS: LIVE — 40 PSF. DEAD — 15 PSF (T.C. — 10 PSF.), (D.C. 5 PSF.) 1, NOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PSF NON—CONCURRENT BOTTOM CHORD LIVE LOAD. 2. TRUSS DESIGN TO INCLUDE 20PSF LIVE LOADS FOR ATTICS WITH LIMITED STORAGE AND PROVIDE NOTATION ON PROFILES REQUIRING ADDITIONAL LIVE LOAD ORLANDO -3/2012 1 1 1 1 1 1 1 1 LATEST REVISION DATE TO MASTER: 0701-12 U) w :�Ell� ry 0 o W U _ W ::77 U) U) W :20 ZZ c o U 00 z M L I CD U IL L I LO o =I-- �Qci� Q = ¢ uJ o AU a Q (!J CV LL r-- 0 C Q OC) CV a Lu O w _® O w LU p LL 471- 7 E?�: 0 c o U 00 z M L I CD U IL L I LO o =I-- �Qci� Q = ¢ uJ o AU a Q (!J CV LL r-- 0 C Q OC) CV a c) w _j Q LJJ 0 ' ® O 471- 7 w Lu F. 0 J CD DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES FOR CLARIFICATION! r 12 of 14 M/I ORLANDO INDICATES AREA WITH 7/16" FIRE RETARDANT TREATED WOOD ROOF SHEATHING- DOUDLE K.U. BLOCKS SIMP50N "II -10" TIC AT CA. TRUSS - W/ (1) #5 0 EA, COURSE FILL ALL HOLES W1111 8d x 1 1/1" NAILS 1) ';H-10° STRAP FOR UPLIFTS UP TO 850 LBS. (8) S/8" x 4" LITEN IID 2) 'MIS12' SIRAPS FOR UPLII IS UlPhN. 860 AND 1720 LUS. -'5-ADD'L, STRAP TO DE HSIALLED ON OPPOSITE SIDE OF MUSS (8) 1/4" x 2 1/2°SUS SCREWS H \� 0 GIRDER SIMP50N LGUM4IU HANGER #7 GIRDER TRUSS CONNECTION DETAIL ,- v --PRE-ENGINEERED ROOF 1RUSS OR CONY. FRAMED RAFIER Y, CON L. DBL, , ' -FRAME UEARINC WALL, 2x TOP PLATE BEAM, OR GIRDER TRUSS TYPICAL TRUSS TO FRAME WALL BEAM, ORFLATGIRDERTRUSS UPLIFT STRAP CONNECTION T UNLESS OTHERWISE NOTED ON THE PLAN " SEE TYPICAL WALL SECTION FOR PLAIE 10 STUD CONNECTION UPLIFT LOAD REQUIREMENTS OB PAINED FROM SEALED ENCINLERING DRAWINGS FROM TRUSS MANUF, Roof Girder Connector Schedule DATE TO MASTER: a7-01-12 C.n LU Max. Max. U_ Plan _ W �. U7 co Connector Uplift Gravit Mark Manuf. Model No. Oty_ . Load Load Fasteners / Rernarks 1 SIMPSON MT312 2 1720 (14) 1 O x 1-1/2" EA. 2 SIMPSON _ LGT2 1 1785 Q = tC111�c� U c cn N (14) 16d SINKERS AT WALL_ � SIMPSON_ MGT 00 CV A a (16) 16d SINKERS AT GIRDER 3 1 3330 (1) 5/88" DIAM. BOLT & (22)-10d _ HDI -14 1 3600 _ (10) - 1/4" x 2 1/2" SDS SCREWS 4 SIMPSON HU28 1 575 2450 6Z TITEN 1/4" x 2 3/4" TO CMU _L 1od x 1 1/2" TO TRUSS w O U) I U) 121- TrrEN 1/44_' x 2 3/4" TO CMU_ 5 SIMPSON HU28-2 1 1085 4350 (6) 1 O TO TRUSS M/I ORLANDO 181- TITEN 1/4" x 2 3/4" TO CMU 6 SIMPSON HU410 1 1810 5085 (10) 10d TO TRUSS 7 SIMPSON LGUM410 1 3575 9620 8)- TITEN HD 318" x 4" TO CMU I-ITT16 _ (8) 1/4" x 2 1/2" SDS SCREWS _(1L5/8" DIAM. BOLT TO CMU _ _ 8 SIMPSON .1 3480 (I8) 6dTOSTUD OR ----- —_ —_ -- (BL- TITEN 1/4"x 2 3, f-0-60 (L_-------22 MSTCM40 1 3300 16d SINKERS TO STUIT- 2nd STY. FRAMING PIAN -A FRAMING PLAN NOTES: 1. PERMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER 111091, ANY AUDNIONAL 'TRUSS BRACING REQUIRED SHALL BE DETERMINED BY'fRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 2. ALL TRUSS TO TRUSS CONNECTORS SHALL BE fill RLSPONSIDIL11Y OF TRUSS MANUFACTURER. 3. INDICATES N2 OR BETTER 2x4 BLK'G. AT 48" O.C. BTWN, TRUSS BOT. CHORDS W/ (2)-16d COMMUNS f0E-NAILED EA. SIDE. (IYP. AT ISf (4) TRUSS BAYS Al ALL GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN) 4. ALL OVERHANGS SHALL BE 12" UNLESS NOTED OTHERWISE ON FRAMING PLAN OR ELEVATIONS. S. PROVIDE MIN, (2)-lUd IOL-NAILLU COMMONS AT EA. TRUSS BEARING BOTTOM CHORD 10 TOP PLATE AT ALL FRAME BRC. WALLS. (ADDS 150 LBS UPLIFT CAPACHY 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 Al CENIER OF SPAN 10, PROVIDE 2x12 LCDGCR (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. SPUD, 11. PROVIDE 20 LEDGER AS REQ'D. FOR FLOOR DECK NAILING. 12. SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES 0 GIRDCRS 13. PROVIDE MIN. 2 STUDS 0 GIRDER TRUSS LOCATIONS. DESIGN LOADS: ASPHALT SIIINCLE ROOF LOADS: LIVE - 20 PSF. DEAD - 17 PSF. (I.C. - 7 PSF.), (D.C. - ID PSF.) CEMENT TILE ROOF LOADS: LIVE - 20 PSE DEAD - 25 PSF. ('LC. - 15 PSF.), (D.C. - 10 PSF.) DESIGN DATA - WIND LOADS: ? ULTIMATE DESIGN WIND SPEEED (VuIQ = 140 MPH ? NOMINAL DESIGN WINO SPEEEU (Vasd) = 108 MPH ? RISK CATEGORY = II ? WIND EXPOSURE = C ? ENCLOSURE CLASSIFICATION = ENCLOSED 9 INTERNAL PRESSURE COEFFICIENTS = R/- 0.16 ? COMPONENTS & CLADDING PRESSURES = REFER TO 'TABLE SHEET U-1 FLOOR LOADS: LIVE - 40 PSF. DEAD - 15 P5F (T.C. - 10 PSF.), (D.C. 5 PSF.) 1. NOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PSF NON -CONCURRENT BOTTOM CHORD LIVE LOAD. 2. TRUSS DESIGN TO INCLUDE 20PSF LIVE LOADS FOR ATTICS WITH UNITED STORAGE AND PROVIUE NOIAIION ON PROFILES REQUIRING ADDITIONAL LIVE LOAD ORLANDO -3/2012 1 LATEST REVISION DATE TO MASTER: a7-01-12 C.n LU 0 O U W U_ _ W �. U7 co W O Q � 1 U-11 C) W LU W p L.i-. .0 CD c i CY o � � Z �ULU Q = tC111�c� U c cn N �Zri r O J T 0 Q U) N LL � Q 00 CV A a � M CQ CD LIA L T Q O .� m w Q w O U) I U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! .I �Y 13 of 14 M/I ORLANDO 1/16" OSB SHEATHING CABLE END OR FLOOR TRUSS--. 7/8" CEMENT PLASTER ON PAPER BACK LATH AIR INFILTRATION BARRIER (DESIGN STANDARD: TYVEK) MID -WALL WEEP SCREED - 1/2" MIN. CEMENT PLAS IEH 8" CMU WALL DETAIL @ BLOCK/ FRAME CONNECTION SCALE: 3" = 1'-0" IYVEK OVER V PEEL AND SICK / FLASHING AND WINDOW FLANGE TAPE OVER CUT V TYVEK PEEL AND STICK DETAIL 8'-0" MAX, SPAN W/0 - 2x8 RIDGE 2x4 VLRUCAL ULKG. - 2x6 VALLEY RAFTERS (4)16d 20 COLLAR IIE IN MIS12 NAILS UPPER 3RD CF ROOF HI. STRAP - -_ -----__ __ STRAP � --- 2x4 VERT. AT MTS12 U" O.C. MAX. (ONLY SIRAP I I AT SPANS > 8'-0" z ~— 2x4 ULKG. AT VALLEY RAFTER URC. DAWN. TRUSSES ROOF TRUSS ROOF TRUSS BELOW RAFTER HAND VALLEY FRMG, DETAIL ALIERHATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE SUBSTITUTED PROVIDED DE FAIL HAS STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER SIAMP -34" DIA. x 6" UP. HOLE F R5 BAR P.T. WOOD FURRING OR WOOD - DOWEL SET IN FRAME WALL ASSEMBLY -� EPDXY ADHESIVE w OF STRAP- CRUUF SOLID Ar TOP OF BILK. WALL [UP OF CELL--- .. �- SHOWER DRAIN FOR ILL SHOWER INSTALLATION �� SAWCUF APPROX. -CUNC. FILLED REINF. !� 4"W.x24"H. OPENING it FOP COURSE PER TYP. c WALL SECIION IN 'NALL MORTAR BED AT WALL NOTES:- I) -25" MIN. LAP --DRILLED HOLE TO HE OF REBARS CLEANEU PRIUR TO II I -- _DISPENSING DISPENSING ADHESIVE - I --3000 PSI CONC. FILLEU CELL W/ --EPDXY ADHESIVE TO MI5 REBAR HIGH STRENGTH TYPE vw --REBAR DOWEL MUST 2x CONT. STAGGERED BE CLEAN AND OIL FREE I I _ - SAWCUT 1" W. OPNC. IN SAWCU T APPROX. I - I WALL FROM TOP TO BOTTOM FOR FULL HF. 41.x24"FI. OPENING IN WALL- II RLDAR PLACEMENT INTO _ I CELL -FILL SCUD W/ 25" MIN.LAP .'' cRou r c TOP OF SLAB OF REBARS-' �.. I� FOP PLATE WALL SECTION DIA. x 6" DP. HOLE FOR BAR DOWEL SEAN LL 45 EPDXY ADHESIVE ADDED REINF. FILLED BLOCK CELL DETAIL WOOD FRAME WALL ASSEMBLY COATED GLASS MAT WATER-RESISTANT GYPSUM BACKER BOARD (1/2" DENS -GLASS) STOP AT TOP OF LINER TILE WALL SYSTEM SHOWER DRAIN FOR TILE SHOWER INSTALLATIONS USING A SHOWER PAN LINER 2x10 BCKG CONT. ALL SIDES OF SHOWER GRAVEL AT DRAIN OR PLASTIC PRO -SLOPE WEEP PROTECTOR TO MAINTAIN DRAINAGE AT DRAIN WEEP HOLES MORTAR DED AT WALL W/GALV. METAL LATH MORTAR BED MIN. THICKNESS 1-1/2" - MIN. SLOPE 1/4" PER WATERPROOF SHOWER PAN LI - EXTEND UP WALLS 10" MIN, [///—UNDER CLAMP RING —WOOD TRUSS FLOOR SYSTEM - SEE FRAMING PLAN FOR DETAIL 2ND STY. SHOWER DETAIL N.T,S, SHOWER DOOR OR SHOWER ENCLOSURE - W/FRAME SET IN FULL BED OF SILICONE � I SEALANT - CENTER ON MARBLE SILL & WALL BEYOND IF PROVIDED � I MARBLE SILL EXTEND WATERPROOF SHOWER PAN LINER UP & OVER SILL FRAMING P.T. 2X4 WOOD BUILT -IJP SILL W/MORTAR BED & GALV. LATH A I IOP & SIDES i I � I PRE -SLOPE BASE MAA MORTAR BED OR COMPOSITE LOW DENSITY LPS UOARU (PRO-5LOPE) MIN. SLOPE 1/4" PER 11.1/2" 1 TILE FLOOR SYSTEM7777., j i 1ST STY. SHOWER DETAIL N.T.S. I i SHOWER DOOR OR SHOWER ENCLOSURE W/FRAME SET IN FULL BED OF SILICONE SEALANT - CENTER ON MARBLE SILL & WALL BEYOND IF PROVIDED FLOOR TILE ' --i MARBLE SILL ---,j 1/2" `-MORTAR BED AT WALL W/GALV. METAL LATH SHOWER DRAIN RECEPTOR - TOP OF DRAIN 2" MIN, BELOW F.F. LEVEL I. ZAAi. UHA *(;. NUMd£ft Zc 40(MON ON - WcBS Sr!I�lES WITH Ef LIESIGIV CONVITION_.. w.wa�y - - :OYI O HFAR,W y'rotEaS IED QIftE,'PiY7aE � S]'RUCIUf?AL i ' SHEATHING 4. OUTkIGG£li�- ' 7T. p{ IGNG CUT ro A.w ~ TIGUr OCAYMv — _. 45 S- VAfi'lE'S`. x 10 wfil < - _ UTAGOIVA &RACE AS REQUIRED 1.4 OCSIGN AI'f4,,h'ME1VI' �� < ` To RESIST aaTl Pustrvc r,! SECTION. B -S AND PLUING FORCES LATE-fM �aCITYCIN CHORD` FI7AG/Ac ,_.cAtViAc L�rtacrrvc CEI.ING. —``--END WALL r,IAcnNAr. BRACE MAY BE' TIt-DtNra BOTTOM. CHORD LATERAL BRACING F' STANDARD END UROPPED TUP CHORD ENO `neer' zlTteanlE SECTION A -A SECTIUIV C -C NOTES: T) ACTUAL BRACING REQUIREMENTS WILL VARY DUE TO WIND LOAD, CODE CRITERIA, BUILDING HEIGHT, TRUSS SPAN, WEB LUMBER GRADE/SPECIES/DN CENTER SPACING AND OTHER VARIABLES. BRACING: (AND ATTACHMENT) REQUIREMENTS SHOULD BE DESIGNED FOR EACH SPECIFIC JD8, 2) CONNECTION BETWEEN 80TTQM CHORD OF GABLE END TRUSS AND WALL, AS WELL AS THE DESIGN AHD SPECIFICATION OF TEMPORARY AND PERMANENT BRACING OF THE ROOF SYSTEM IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. Esvurt 16.t�:21 TYP. GABLE END TRUSS DETAIL N.T.S. F), INl,I P.T. WOOD FURRING OR WOOD - ROOF TRUSSES OR 2x RAFTERS AT 24" O.C.- CONNECT FRAME WALL ASSEMBLY -� SEE ROOF PLAN TILE WALL SYSILM OF STRAP- COAIED CLASS MAI WAILR-RESISTANT GYPSUM BACKER BOARD (1/2" DENS -GLASSY, TOE -NAILED TO TOP PLATE - SHOWER DRAIN FOR ILL SHOWER INSTALLATION TOP COURSE -FILL W/ CONC, 6 WHERE THE USE OF A SHOWER PAN LINER IS SIMPSON "MSIAM24" SIRAP W/ NOT REQUIRED "SP2" AT EA. STUD TO TOP PLATE MORTAR BED AT WALL /SIDE W/GALV. METAL LATH ; A. TILE FLOOR SYSTEM r _rJ � e MORTAR BED OF GABLE BID FLR TRUSSES MIN. THICKNESS 1-1/2" (SEE ROOF FRAMING PLAN MIN, SLOPE 1/4" PER FT. vw 1ST STY. SHOWER DETAIL N.T.S. I i SHOWER DOOR OR SHOWER ENCLOSURE W/FRAME SET IN FULL BED OF SILICONE SEALANT - CENTER ON MARBLE SILL & WALL BEYOND IF PROVIDED FLOOR TILE ' --i MARBLE SILL ---,j 1/2" `-MORTAR BED AT WALL W/GALV. METAL LATH SHOWER DRAIN RECEPTOR - TOP OF DRAIN 2" MIN, BELOW F.F. LEVEL I. ZAAi. UHA *(;. NUMd£ft Zc 40(MON ON - WcBS Sr!I�lES WITH Ef LIESIGIV CONVITION_.. w.wa�y - - :OYI O HFAR,W y'rotEaS IED QIftE,'PiY7aE � S]'RUCIUf?AL i ' SHEATHING 4. OUTkIGG£li�- ' 7T. p{ IGNG CUT ro A.w ~ TIGUr OCAYMv — _. 45 S- VAfi'lE'S`. x 10 wfil < - _ UTAGOIVA &RACE AS REQUIRED 1.4 OCSIGN AI'f4,,h'ME1VI' �� < ` To RESIST aaTl Pustrvc r,! SECTION. B -S AND PLUING FORCES LATE-fM �aCITYCIN CHORD` FI7AG/Ac ,_.cAtViAc L�rtacrrvc CEI.ING. —``--END WALL r,IAcnNAr. BRACE MAY BE' TIt-DtNra BOTTOM. CHORD LATERAL BRACING F' STANDARD END UROPPED TUP CHORD ENO `neer' zlTteanlE SECTION A -A SECTIUIV C -C NOTES: T) ACTUAL BRACING REQUIREMENTS WILL VARY DUE TO WIND LOAD, CODE CRITERIA, BUILDING HEIGHT, TRUSS SPAN, WEB LUMBER GRADE/SPECIES/DN CENTER SPACING AND OTHER VARIABLES. BRACING: (AND ATTACHMENT) REQUIREMENTS SHOULD BE DESIGNED FOR EACH SPECIFIC JD8, 2) CONNECTION BETWEEN 80TTQM CHORD OF GABLE END TRUSS AND WALL, AS WELL AS THE DESIGN AHD SPECIFICATION OF TEMPORARY AND PERMANENT BRACING OF THE ROOF SYSTEM IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. Esvurt 16.t�:21 TYP. GABLE END TRUSS DETAIL N.T.S. F), INl,I ' 3 4PRIME TRIM -1/2" GYPSUM BD. R-38 INSULAIION 5' INCL. / 2x STUDS AT 16" O.C. SEE ROOF O.H. FASCIA BOARD ON 2x ' 2WALL AND ROOF FRAMING NOT -0" Cl) ZONE 1 - USE 8d "RINGSHANK" NAILS CO 12" O.C. (FIELD) 6" O.C. (EDGE) SUBFASCIA � PRE-ENG'D. GONG. LINTEL FOR SPECIES (�) ZONE 2 - USE 8d "RINGSHANK" NAILS C 6" O.C. (FIELD/EDGE) ABV. TYP. WDW. AND DOOR OPNG'S, C3) ZONE 3 -USE 8tl "RINGSHANK" NAILS C� 4" O.C. (FIELD/EDGE) CONT. ALUMINUM SEE PLANS FOR LOCATIONS AND TYPES ROOF NAILING PATTERN VENTED SOFFIT NOTES: L EXTEND ROOF 1'-0" BEYOND SPAN RATING OF 32/16 7/8" CEMENT PLASTER -\,, PAPER BACK LAIH--,, =" ' BUILDING WRAP (TYVEK) WALL SHEATHING--_ PEEL AND STICK ' MEMBRANE FLASHING- , ALUMINUM WINDOW FRAME SET IN CON I. BED OF SEALANT EXTERIOR WINDOW HEAD SCALE: 2" - 1'-0" ALUMINUM WINDOW FRAME SET IN CONT. BED OF SEALANT PEEL AND STICK \ MEMBRANE FLASHING-, BUILDING WRAP (TYVEK)--, WALL UIEATIIING�\ = PAPERBACK LATH 7/8" CEMENT T- PLAJTER-- EXTERIOR WINDOW SILL SCALE: 2" - 1'-0" ALUMINUM WINDOW Ly/81 CEMENT PLASTER FRAME SET IN CONT. BED OF SEALANT \-PAPER BACK LATH PEEL AND SFICK MEMBRANE BUILDING WRAP FLASI IINCJ (TYVEK) WALL SHEATHING EXTERIOR WINDOW JAMB SCALE: 2" - 1'-0" DBL 2x P.T. ,­DBL. VERT. REINF. CONC. '--AT12d NAILS FILLED CEL W/ 1-5 f n B R 1/2" EXP. BOLT AT 24" O.C. VERT. (2 3/4" EMBED.) W/ 2"SQ. WASHER REINF. FILLED TOP BLOCK COURSE II k-\-SIMPSON "SP2" AT EA. SPUD AT II EXTERIOR WALLS USE SPH4 (AT ODIC. BILK. -- INTERIOR BEARING WALLS) WALL PER IYP. WALL SECTION II ATTACH EXT. SHEATHING TO STUDS G / PLAIES PER VERT. REINF. CONIC. _ STRUCTRAL NOTES FILLED CELL W/ IX, BAR AT EXT. FRAME WALL TO BLOCK WALL, PROVIDE 2x P.T. W/ 1/2" EXP. BOLT I AT 24" O.C. VERT. (4 EMBED.) W/ 2" SQ. WASHERS PROVIDE 1 1/2" EDGE I DISTANCE FOR BOLTS II SIMPSON "SP2" AT EA. STUD AT EXTERIOR WALLS (USE SPH4 AT INTERIOR BEARING WALLS) TOP OF SLAB II I. 8" �. EXT. FRAME WALL TO BLOCK WALL CONNECTION DETAIL APPLICABLE TO ALL EXTERIOR FRAME WALLS ONLY UNLESS OTHERWISE NOTED ON FLOOR PLAN WIDTH OF POOL OR SERVICE DOOR OPENINGS 0 EACH SIDE U.N.O. 2. EXTEND ROOF 2'-0" BEYOND WIDTH OF SG.D, OPENINGS 0 EACH SIDE U.N.O. DETAIL OF ONE STORY ROOF OVERHANG @ EXTERIOR DOORS N.T.S. PROVIDE SOLID 20 BLKG. 35%. HURR. STRAP AT EA. TRUSS ROOF TRUSSES OR 2x RAFTERS AT 24" O.C.- CONNECT IOP/301. RAILS FOR SOLID NAILING SEE ROOF PLAN W/ (2)16d MIN. COMMONS OF STRAP- 8x8x16 CONIC. KNOCKOUT BILK 12 TOE -NAILED TO TOP PLATE - - NUMBER OF STUD TOP COURSE -FILL W/ CONC, 6 PROVIDE 2x4 ULKG. DTWN. FUR. SIMPSON "MSIAM24" SIRAP W/ AND 1-#5 BAR CONT.- "SP2" AT EA. STUD TO TOP PLATE (5 1/4"x2 MASONRY /SIDE _ AT EXTERIOR WALLS (USE SPH4 AT V14" SCREWS TO BLK WALL AND WOOD TRUSSES ® 24" O.C. __ INTERIOR WALLS) (9)104 COMMONS TO FLR. TRUjS--,, W/ 2'-0" O.H. OR 2x4x8 SISTER OF GABLE BID FLR TRUSSES ROOF EDGE (SEE ROOF FRAMING PLAN FASCIA 12. FASCIA MATERIAL TO BE vw FOR LOCAHON) 2x CONT. STAGGERED ALUMINUM OR 5/4" PRIME TRIM II MID -WALL BLOCKING (WALLS OVER 10' H. --PROVIDE SEE FRMG, PLANS DRIP EDGE OVER BLKG. AT 4'-0" O.C. MAX,) - ' 3 4PRIME TRIM -1/2" GYPSUM BD. R-38 INSULAIION 5' INCL. / 2x STUDS AT 16" O.C. SEE ROOF O.H. FASCIA BOARD ON 2x ' 2WALL AND ROOF FRAMING NOT -0" Cl) ZONE 1 - USE 8d "RINGSHANK" NAILS CO 12" O.C. (FIELD) 6" O.C. (EDGE) SUBFASCIA � PRE-ENG'D. GONG. LINTEL FOR SPECIES (�) ZONE 2 - USE 8d "RINGSHANK" NAILS C 6" O.C. (FIELD/EDGE) ABV. TYP. WDW. AND DOOR OPNG'S, C3) ZONE 3 -USE 8tl "RINGSHANK" NAILS C� 4" O.C. (FIELD/EDGE) CONT. ALUMINUM SEE PLANS FOR LOCATIONS AND TYPES ROOF NAILING PATTERN VENTED SOFFIT NOTES: L EXTEND ROOF 1'-0" BEYOND SPAN RATING OF 32/16 7/8" CEMENT PLASTER -\,, PAPER BACK LAIH--,, =" ' BUILDING WRAP (TYVEK) WALL SHEATHING--_ PEEL AND STICK ' MEMBRANE FLASHING- , ALUMINUM WINDOW FRAME SET IN CON I. BED OF SEALANT EXTERIOR WINDOW HEAD SCALE: 2" - 1'-0" ALUMINUM WINDOW FRAME SET IN CONT. BED OF SEALANT PEEL AND STICK \ MEMBRANE FLASHING-, BUILDING WRAP (TYVEK)--, WALL UIEATIIING�\ = PAPERBACK LATH 7/8" CEMENT T- PLAJTER-- EXTERIOR WINDOW SILL SCALE: 2" - 1'-0" ALUMINUM WINDOW Ly/81 CEMENT PLASTER FRAME SET IN CONT. BED OF SEALANT \-PAPER BACK LATH PEEL AND SFICK MEMBRANE BUILDING WRAP FLASI IINCJ (TYVEK) WALL SHEATHING EXTERIOR WINDOW JAMB SCALE: 2" - 1'-0" DBL 2x P.T. ,­DBL. VERT. REINF. CONC. '--AT12d NAILS FILLED CEL W/ 1-5 f n B R 1/2" EXP. BOLT AT 24" O.C. VERT. (2 3/4" EMBED.) W/ 2"SQ. WASHER REINF. FILLED TOP BLOCK COURSE II k-\-SIMPSON "SP2" AT EA. SPUD AT II EXTERIOR WALLS USE SPH4 (AT ODIC. BILK. -- INTERIOR BEARING WALLS) WALL PER IYP. WALL SECTION II ATTACH EXT. SHEATHING TO STUDS G / PLAIES PER VERT. REINF. CONIC. _ STRUCTRAL NOTES FILLED CELL W/ IX, BAR AT EXT. FRAME WALL TO BLOCK WALL, PROVIDE 2x P.T. W/ 1/2" EXP. BOLT I AT 24" O.C. VERT. (4 EMBED.) W/ 2" SQ. WASHERS PROVIDE 1 1/2" EDGE I DISTANCE FOR BOLTS II SIMPSON "SP2" AT EA. STUD AT EXTERIOR WALLS (USE SPH4 AT INTERIOR BEARING WALLS) TOP OF SLAB II I. 8" �. EXT. FRAME WALL TO BLOCK WALL CONNECTION DETAIL APPLICABLE TO ALL EXTERIOR FRAME WALLS ONLY UNLESS OTHERWISE NOTED ON FLOOR PLAN WIDTH OF POOL OR SERVICE DOOR OPENINGS 0 EACH SIDE U.N.O. 2. EXTEND ROOF 2'-0" BEYOND WIDTH OF SG.D, OPENINGS 0 EACH SIDE U.N.O. DETAIL OF ONE STORY ROOF OVERHANG @ EXTERIOR DOORS N.T.S. PROVIDE SOLID 20 BLKG. 35%. AND BOLTS TO SLAB NOT REQUIRED "SP2" AT EA. SIUD TO SILL MAX. IOP/301. RAILS FOR SOLID NAILING PLATE AT EXTERIOR WALLS (USE ON PLANS AS SUPPORTING GRAVIIY OF STRAP- - - NUMBER OF STUD 5/8" EXP. BOLTS (4" EMULD.) �� PROVIDE 2x4 ULKG. DTWN. FUR. SIMPSON "MSIAM24" SIRAP W/ MATCH NUMBER OF STRAPS TRUSS- CONNECT 10 ULK. W/ (4) (5 1/4"x2 MASONRY /SIDE FASIENERS3 PLAPOWDER ALONG V14" SCREWS TO BLK WALL AND I K (9)104 COMMONS TO FLR. TRUjS--,, OF GABLE BID FLR TRUSSES -1/2" GYPSUM 3U. 4'-0" FASCIA 12. FASCIA MATERIAL TO BE vw xx HURR. ANCHOR AT EA. (ROSS TO TOP PLATE ALUMINUM OR 5/4" PRIME TRIM II AT 4" O.C. REMAINDER AT 7" U.C. SEE FRMG, PLANS BOARD OVER 2x4/2x6 SUBFASCIAit CONC. FILLED REINF, TOP "SPH4" AT EA. STUD TO REFER TO SUED. SPECIFICATIONS BILK. COURSE PER TYP. PRC-ENG'RED. PRECAST CONC. LINTEL ABV. TYP. FOP PLATE WALL SECTION It WUW. AND DOOR OPNGS, SEE PLANS FOR MISSED FLOOR TRUSS TO BLK. WALL STRAP PROVIDE (1) "MSTAM24" FOR EA. "HE FA20" SIRAP SPECIFIED SIMPSON "MTSM16" STRAP W/ (4) 1/4"x2 1/4" TAPCONS TO BLOCK WALL AND (7)I0d ! n COMMONS TO TRUSS ��� i1=��� ROOF TRUSS �rf\"f 1 i' _", \ \1 ' I _`INSTALL AMD'L. STRAP Ul n r. DIAGONALLY FROM EA. Ld OTHER FOR SINGLE CONIC. FILLED REINF, TOPMEMBER IRUSS ELK. COURSE PER TYP. WALL SECTION MISSED ROOF TRUSS TO BLK, WALL STRAP SEE ROOF PLAN FOR REQ'D, STRAP AT EA. MEMBER `MPSON USP AT 16" U.C. ACROSS HDR SPAN r--- / REFER TO HEADER a SCHED. FOR SIZES 1STA24" STRAP AT HDR. STUD TO BEAM (2) STRAPS EA, SIDE W/ (4) OR MORE TRUSSES ACROSS OPNC. NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, 61, AND BOLTS TO SLAB NOT REQUIRED "SP2" AT EA. SIUD TO SILL MAX. AT INTERIOR BEARING WALLS NOTED PLATE AT EXTERIOR WALLS (USE ON PLANS AS SUPPORTING GRAVIIY SPH4 AT INTERIOR WALLS) - - LOADS ONLY (NO UPLIFT LOADS) - NUMBER OF STUD 5/8" EXP. BOLTS (4" EMULD.) �� TO PLATE CONNECTORS TO AI 32" O.C. MAX. W/ 2" SQ. WASHERS - ' MATCH NUMBER OF STRAPS / ABOVE OPNG. PROVIDE SPHb STRAP AT 2x6 STUDS IN LIEU OF "SPH4" STRAPS 1 -STY, FRAME BRG, WALL NOTED ON FLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS) 8x8x16 CONIC. KNOCKOUT 25" MIN. LAP BILK TOP COURSE - FILL \ W/ GONG, & 1-#5 BAR CONT. �b RLBAR W/ SID. HOOK RBNIF. CONC, FILLED CELL #5 VERT. REBAR r -- 25" MIN. LAP II ��\IR W/ STD, HOOK BLOCK WALL HT. TRANSITION DETAIL - METAL OR VINYL TRIM CONTROL / EXPANSION JOINT - 7/8" CEMENT PLASTER PAPER BACK LAIN 24" WIDE PEEL & STICK MEMBRANE OR X15 FELI FLASHING BUILDING WRAP ( TYVEK) r- WALL SHEATHING DETAIL @CONTROL I EXPANSION JOINT USE (1) MTSM16 STRAP FOR UPLIFT VALUES 860 LBS. OR LESS SHINGLES (ATTACH W/ GALV. METAL ROOFINGNAILSPER MANUF, USE (2) MTSM16 STRAPS FOR UPLIFT VALUES 1720 LBS. OR LESS INSTALLATION DETAILS) OVER 15# FELT (2" SIDE LAP / 4" END LAP AND UPLIFT VALUES OVER 1720 LBS. REQUIRE LETTER FROM ARCHITECT OR ENGINEER CAP NAILS AT 12" OC -EDGE 24" OC -FIELD) ON 7/16" SPAN RATED PRE-ENG'RED ROOF OR FLOOR TRUSSES AT 24" O.C. CONNECT EA. TRUSS BOT. CHORD 'W/ (2)164 MIN. COMMONS TOE -NAILED TO TOP PLATE - 1/2" GYPSUM BD. DBL, 2x TOP PLATE R-11 INSULATION AT ALL WALLS ADJACENT TO NOM -AIR CONDITIONED PACES 1/2" DRYWALL - 2x STUDS 0 16" O.C. #2 SPF OR BETTER NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQUIRED TEXTURED CEMENT FINISH OVER AT INTERIOR BEARING WALLS NOTED ON PLANS AS 8x8x16 GONG. BLOCK SUPPORTINC GRAVITY LOADS ONLY (NO UPLIFT LOADS) °SP"TYPE ANCHOR AT EA. 2x P.T. SILL PLATE -i TO S /ILL PLATE 3 1 2" MIN. CONIC. SLAB (2600 PSI) / W 5/8" EXP. BOL TS (4" EMBED.) AT 24" O.C. MAX. FIBERMESH OR 6x6 10/10 WWM OVER VAPOR W/ 2" SO WASHERS 6 CONT. URG WALLS BARRIER CLEAN COMPACTED TERMITE TREATED FILL O 0 111ICKEND SLAD FOOTING PER SLAB PLAN TYP, INT. BRG, WALL SECTION SCALE: 1 IT =1 -O - CORE -FILL 500 FOAM INSULATION IN ALL OPEN CMU WALL CELLS - REFER TO ENERGY CALCULATION FOR R -VALUE _ II n II O5 VERT, BAR TIED INTO Ifs BAR DOWEL AND TOP COURSE REBAR AT EA. REINF. CONC. FILLED BLOCK CELL AS LOCATED PER PLANS i NIPRECAST WDW. SILL - TYP. AT STD. Jill lz- WDW. OPTIC. J IIII IIIA 4" MIM.t �J IIIA 3 1/1" MIN. CONIC. SLAB (2300 PSI) W/ nu FIBERMESH OR 64 10/10 WWM OVER VAPOR 1°I BARRIER u ii FINISH GRADE *___ u -- CLEAN COMPACTED TERMITE TREATED FILL 5 BAR DOWEL TIED TO FTG, REBAR 16°—MIONOLI1111C SLAD EDGE FOOTING PER SLAB PLAN AT EA. REINF. FILLED CELL AS MIP(. LOCATED PER SLAB PLAN TYP. EXT. BLOCK WALL SECTION SCALE: 1-/2 =1 -0 FLASHING: ROOF & WALL FLASHING SHALL BE ALUM. OR GALV, METAL W/ FASTENERS MAX. 16" O.C. LATEST REVISION DATE TO MASTER: 07-01-12 w ui :2 0 0 O Lu U _ W W O 17 a a U 00 00 I - w �U Lu ICU LU - U 2 w s o `tU o :2E �,M U2n <N T J O Q LL cn NLj— o m Q CO CV Co O M e QD o � W � U) ® I- W O U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICA11ON! D2 M/I ORLANDO STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE-ENG'RED ROOF TRUSSES AT 24" O.C. IIURR. STRAP AT EA. TRUSS SEE 12 �- r ROOF PLAN PER 8x&IF5 GONG. KNOCKOUT BILK. TOP ELEV. - R-38 INSUTAIION / COURSE - FILL W/ CUING, AND 1-,#5 �R-38 INSULATION BAR CONT. I DRIP EDGE OVER .. -1/2" GYPSUM 3U. 4'-0" FASCIA 12. FASCIA MATERIAL TO BE t DIAPHRAM AREA FASTEN W 5d NAILS HURR. ANCHOR AT EA. (ROSS TO TOP PLATE ALUMINUM OR 5/4" PRIME TRIM II AT 4" O.C. REMAINDER AT 7" U.C. SEE FRMG, PLANS BOARD OVER 2x4/2x6 SUBFASCIAit "SPH4" AT EA. STUD TO REFER TO SUED. SPECIFICATIONS if II PRC-ENG'RED. PRECAST CONC. LINTEL ABV. TYP. FOP PLATE FOR FASCIA MAIURIAL It WUW. AND DOOR OPNGS, SEE PLANS FOR LOCATIONS AND IYI'ES CONT, ALUM. II2" DRYWALL OVER 1x2 P.T. (MIN.) AT 24" VENTED SUFFI F 11 D.C. (MAX.) NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQUIRED TEXTURED CEMENT FINISH OVER AT INTERIOR BEARING WALLS NOTED ON PLANS AS 8x8x16 GONG. BLOCK SUPPORTINC GRAVITY LOADS ONLY (NO UPLIFT LOADS) °SP"TYPE ANCHOR AT EA. 2x P.T. SILL PLATE -i TO S /ILL PLATE 3 1 2" MIN. CONIC. SLAB (2600 PSI) / W 5/8" EXP. BOL TS (4" EMBED.) AT 24" O.C. MAX. FIBERMESH OR 6x6 10/10 WWM OVER VAPOR W/ 2" SO WASHERS 6 CONT. URG WALLS BARRIER CLEAN COMPACTED TERMITE TREATED FILL O 0 111ICKEND SLAD FOOTING PER SLAB PLAN TYP, INT. BRG, WALL SECTION SCALE: 1 IT =1 -O - CORE -FILL 500 FOAM INSULATION IN ALL OPEN CMU WALL CELLS - REFER TO ENERGY CALCULATION FOR R -VALUE _ II n II O5 VERT, BAR TIED INTO Ifs BAR DOWEL AND TOP COURSE REBAR AT EA. REINF. CONC. FILLED BLOCK CELL AS LOCATED PER PLANS i NIPRECAST WDW. SILL - TYP. AT STD. Jill lz- WDW. OPTIC. J IIII IIIA 4" MIM.t �J IIIA 3 1/1" MIN. CONIC. SLAB (2300 PSI) W/ nu FIBERMESH OR 64 10/10 WWM OVER VAPOR 1°I BARRIER u ii FINISH GRADE *___ u -- CLEAN COMPACTED TERMITE TREATED FILL 5 BAR DOWEL TIED TO FTG, REBAR 16°—MIONOLI1111C SLAD EDGE FOOTING PER SLAB PLAN AT EA. REINF. FILLED CELL AS MIP(. LOCATED PER SLAB PLAN TYP. EXT. BLOCK WALL SECTION SCALE: 1-/2 =1 -0 FLASHING: ROOF & WALL FLASHING SHALL BE ALUM. OR GALV, METAL W/ FASTENERS MAX. 16" O.C. LATEST REVISION DATE TO MASTER: 07-01-12 w ui :2 0 0 O Lu U _ W W O 17 a a U 00 00 I - w �U Lu ICU LU - U 2 w s o `tU o :2E �,M U2n <N T J O Q LL cn NLj— o m Q CO CV Co O M e QD o � W � U) ® I- W O U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICA11ON! D2 M/I ORLANDO TYPICAL SECTION AT HANDRAIL BALUSTER SPACING LESS THAN 4" DIA. SPHERE 1/2"DIAMETER CON F. HANDRAIL BOTTOM RAIL LESS TAHN 2" DIA. SPHERE M/I HOME TYP. STAIR TREAD AND RISER CALCULATION CONCREIE SLAB TO" PLYWOOD SLCOND FLOOR HT. = 128.75" / 17 RISLRS = 7.57" RISER TYP, RISER = 7.57" TYP, TREAD =10" REFER TO FLOOR PLAN FOR STAIR CONFIGURATION HANDRAIL WITH CIRCULAR CROSS SECTION DIAMETER BTWN. 1 1/2" TO 2 OR PROVIDE CROSS SECTION TOTAL STAIR RUN OF EQUIVALENT GRASPABILITY (READ (NOT INCLUDING NOSING) = 10" WIDE 3/4" PLYWOOD PERFORMANCE- 2x8 BLOCKING BEHIND HANDRAIL 1" NOSING-, FLOORING TOP AT 39" ABOVE EDGE OF TREAD -4. 10" (TYP.) \ ,� �--FLOOR TRUSS NAIL (2)2x4 TO DOIIOM OF ,Z / % FLOOR IRUSS 12" OR LESS IN 1x10 SIRINGLR- / DEPTH 1' NOSING- 2x12 1READ / / 2x8 STAIR LEDGER CONNECT TO FLOOR TRUSS W/ (2)10d NAILS AT Ell3/4" PLYWD. / 6" O.C. MAX. OR EQUIVALENT RISER _ / CONNECI CARRIAGE TO LEDGER W/ / (2)104 TOE -NAILED COMMONS STAGGERED EA. SIDE G17, o CONNECT PLYWD, RISER 10 _ TREAD WITH (4) 8d NAILS L s w / 2x12 CARRIAGE Al SIDES AND / CENTER OF STAIRS WITH 2x6 / SPACER AT SIDE WALLS / CONNECT SPACER TO EA. STUD / W/ (2) 10d COMMONS / ,-2x4 P.T. KICK PLATE A-- NOTE: PICKETS SHALL DE PLACED NO GREATER THAN 4" D.G. TYPICAL STAIR SECTION SCALE: N. T.S. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" (38MM) BETWEEN THE WALL AND THE HANDRAILS FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ GALV. METAL NAILS AT 24" O.C. MAX. CONT. 2x6 TOP RAIL- CONNTECT TO FLR. TRUSS W/ (6)16,1 NAILS--__ EXT. SHEAIHINC NAILING PATTERN: PROVIDE 8d NAILS AT S' O.C. (2) ROWS AT 2x6 TOP RAIL (1) ROW AT 2x4 DOT. RAIL CONT. 2x4 BOT. RAIL- CONNECT TO FLR, IRUSS W/ (4)164 NAILS (2x4 P.T. IF IN CONTACT IN/ CONC.) ALTERNATE FLR. TRUSS END RAILS IN LIEU OF 2x4 BLKG. BTWN. RAILS AS PART OF FLR. TRUSS END CONST. 2x4 SYP J2 SPUDS Q 16' O.C. 3 4' PL'fA00D F OOR FRE-ENG'D. FLOOR 4' 7/16° MIN. STRUCTURAL WALL IRUSSES ©2O.C. SHEATHING - - IOP CHORD OF BOT. CHORD OF FLOOR TRUSS FLOOR TRUSS G'TPSUM 000 2x4 DIAPHRAM BLOCKING 3 24" O.C. - NAILER COSS DAYS NNECT TO EA. BONTINUOUS TTOM S Ist ( OTTOM CHU J O DW/ (4) 10d NAILS 'HETA20' STRAP 0 24' O.C. PROMDE SOLID 20 BLOCKING BET'r1EEN TOP & BOT. CHORDS WHERE STRAP DOES NOT AUGPJ 'N/ IRUSS VER➢CAL. ALT, DETAIL 6 FLOOR TRUSS PARALLEL TO WALL CLAY ROOF TILES OVLR 90# FELT ON 1/2" COX ROOF TRUSSES OR 2x RAFTERS PLYWOOD (SEE ROOF NAILING PATTERN) AND ii ABV. TYP. WDW. AND DOOR OPNGS. AT 24" U.C.- CONNECT SEE PLANS FOR LOCATIONS AND TYPES HURR. STRAP AT EA. TRUSS W/ (2)164 MIN. COMMONS SEE ROOF PLAN 8d NAILS AT 3" O.C. AT TOE -NAILED FO TOP PLATE - ELEV. SHEATHING EDGES SIACGLR NAILS UIWN. "SP2" AT EA. SINGLE '`�., - SEE ROOF PLAN FOR REQ`D. PANEL EDGES STUD TO TOP PLATE & STRAP AT EA. MEMBER NOIES:"DSP" AT EA. DOUBLE DRIP EDGE 1. NAILHEADS SHALL Z: 77 NOT PENTRATE THE FACE - -- 71 I� - _ STUD PANEL EDGE TO TOP PLATE --` p .-- REFER TO HEADER OF THE SHEATHING UY MORE Ij ;� FASTEN W/ 5d NAILS AT 4" O.C. SCHED. FOR SIZES THAN THE NAILHEAD THICKNESS, li al 5/4" PRIME TRIM BOARD "SP2" AT 16" O.C. 2. PROVIDE 1/8" SPACE BETWEEN ti II CUNT. 2x SOLID WALL ULKG, ON ACROSS HDR. SPAN SHEATHING PANELS. �.I I•I SPECIFICATIONS "LSTA24" STRAP AT FOR FASCIA MATERIAL 20 ULKG. SEI ON EDGE CONT. ALUM. -- R-11 MIN. INSULATION - VENTED SOFFIT I IDR. STUD TO UEAM #5 BAR DOWEL TIED TO FOR REQUIRED INSULATION R -VALINE FTG. REBAR AT EA. 8d NAILS AT 6" O.C. VERT.- ` �I REINF. FILLED CELL AS I (2) STRAPS EA. SIDE AT FIELD STUDS WITH (4) OR MORE TRUSSES WALL SECTION 2x STUDS AT I ACROSS OPNG. 16" O.C. - 8d NAILS AT 3" O.C. AT it it I SHEATHING EDGES 1•I !� NO SIKAP KEQ'U. AT I "LSTA24" ')'TRAP Al' HUH. STAGGER NAILS BTWN. ii Ij STUD TO PLATE IF i STUD TO RIM BD./BLKG. ~ PANEL EDGES — -__ i i i i SHEATHING CONT. TO 1 FOR CPNCS. > 5'-0" BOT. OF FLR. TRUSS - I - IJ 8d NAILS AT 3" O.C. HORIZ. " FLR. TRUSSES AT I 2x4 OR 2x6 RIM UU, UIWN. AT 2x .ILL PLATE - - II ., 24' QC, �. _ FLR. TRUSS -- CONNECT TO TRUSS W/ (4)164 NAILS (2x4) 11I z4T *46333313333 T (6)164 NAIL, (2x6) 2x4 BLKG. BTVIN. ' ' ' 2x4 BLKG. BTWN. ' r--rr-- '— ,-r--i r RIM BD. AT ALL RIM BD. AT ALL �� ° 20 P.T. RIM DD, DTWN, SHEATHING EDGES ;' : ; ;Ll ; - ; ; Ly ,� SHEATHING EQCES FLR. TRUSS -- CONNECT TO TRUSS W/ (4)164 NAILS PROVIDE DBL. ROW OF 8d NAILS AT 8d NAILS AT 3" O.C. HORIZ. -- DBL 2x4 SOLID BLKG. ALTERNATE CONT. 26 TOP RAIL I.L.U. AT TOP AND BOTTOM RIM BD. BELOW HDR. SIUDS NAILING TO FLR, TRUSS BLKG. BTWN. RAILS OR TRUSS CHORD EXT. WALL SHEATHING CONE. BLOCK EXF. WALL J "HETA20" STRAP AT EA. FLR. TRUSS END OR1F244'0.(;.CAA PM&EEIFI�lDTR19 FSS DETAIL AT 2 -STY, 2 -STY. EXT. FRAME REQUIRED NAILING PATTERN LO NOTED FOR WALL CONNECTOR DETAIL SHEATHING TO ACT AS UPLIFT LOAD CONNECTOR BETWEEN WALL STUDS AND FLOOR TRUSSES FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ GALV. METAL NAILS AT 24" O.C. MAX. CONT. 2x6 TOP RAIL- CONNTECT TO FLR. TRUSS W/ (6)16,1 NAILS--__ EXT. SHEAIHINC NAILING PATTERN: PROVIDE 8d NAILS AT S' O.C. (2) ROWS AT 2x6 TOP RAIL (1) ROW AT 2x4 DOT. RAIL CONT. 2x4 BOT. RAIL- CONNECT TO FLR, IRUSS W/ (4)164 NAILS (2x4 P.T. IF IN CONTACT IN/ CONC.) ALTERNATE FLR. TRUSS END RAILS IN LIEU OF 2x4 BLKG. BTWN. RAILS AS PART OF FLR. TRUSS END CONST. 2x4 SYP J2 SPUDS Q 16' O.C. 3 4' PL'fA00D F OOR FRE-ENG'D. FLOOR 4' 7/16° MIN. STRUCTURAL WALL IRUSSES ©2O.C. SHEATHING - - IOP CHORD OF BOT. CHORD OF FLOOR TRUSS FLOOR TRUSS G'TPSUM 000 2x4 DIAPHRAM BLOCKING 3 24" O.C. - NAILER COSS DAYS NNECT TO EA. BONTINUOUS TTOM S Ist ( OTTOM CHU J O DW/ (4) 10d NAILS 'HETA20' STRAP 0 24' O.C. PROMDE SOLID 20 BLOCKING BET'r1EEN TOP & BOT. CHORDS WHERE STRAP DOES NOT AUGPJ 'N/ IRUSS VER➢CAL. ALT, DETAIL 6 FLOOR TRUSS PARALLEL TO WALL CLAY ROOF TILES OVLR 90# FELT ON 1/2" COX R-38 INSULATION PLYWOOD (SEE ROOF NAILING PATTERN) AND ii ABV. TYP. WDW. AND DOOR OPNGS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. SEE PLANS FOR LOCATIONS AND TYPES HURR. STRAP AT EA. TRUSS 12 SEE ROOF PLAN PER F— CONT. 2x4 DBL. PLATE "SPH4" ELEV. W/ SIMPSON AT u REFER TO ENERGY CALCULATION EA. STUD ° FOR REQUIRED INSULATION R -VALUE SIMPSON "DSP" AT DOUBLE II ii #5 VERT. BAR TIED INTO #5 BAR STUD PANEL EDGES -1/2" GYPSUM BD. DRIP EDGE 4'-0" OVER FASCIA 12" DIAPHRAM ARCA FASCIA MATERIAL TO FASTEN W/ 5d NAILS AT 4" O.C. BE ALUMINUM OR REMAINDER AT 7" O.C. 5/4" PRIME TRIM BOARD OVER 2x4/2x6 SUBFASCIA CUNT. 2x SOLID WALL ULKG, ON REFER TO SUED, EDGE OR FLAT AT SHEATHING JOINT- OIN(-SPECIFICATIONS SPECIFICATIONS NAILS PERMITTED TO PENETRATE FOR FASCIA MATERIAL 20 ULKG. SEI ON EDGE CONT. ALUM. -- R-11 MIN. INSULATION - VENTED SOFFIT REFER TO ENERGY CALCULATION #5 BAR DOWEL TIED TO FOR REQUIRED INSULATION R -VALINE 7/8" THK. CEMENT PLASTER OVER 7/16" MIN, STRUCTURAL WALL SHEATHING -SEE DETAIL FOR REQ'D. NAILING PATTERN CONT. 2x4 TOP/DOT. RAIL -CONNECT TO FLR. TRUSS W/ (4)164 NAILS (BOT. RAIL TO BE 2x4 P.T.) CONT. GALV. MTL. EXPANSION JOINT SIMP30N "HETA20" AT EA. TRUSS FILL ALL HOLE" W/ NAILS III II. 2x STUDS AT 16" O.0 6 w w n Id CONT. 2x PLATE 3/4" T&G PLYWOOD FLOOR -NAILED & GLUED W/ 8d NAILS AT 12" O.C. IN FIELD AND 6" O.C. AT PANEL EDGES PROVIDE DRAFTSTOPPING TO SEPARATE CEILING AREAS NO GREATER THAN 500 S.F. NG I " O.C. (M . (IRUSS PARRALLEL TO 'HALL-SIKAP AT _ -� 1/2" GYPSUM DD. EA. VERT. CHORD (24" O.C. MAX.) 4'-0" (5/8" TYPE "X" GYP. BD. 8x8xl6 CONE. KNlOCKOUT BLK. DIAPHRAM AREA �I ©GARAGE CEILING W/ FASTEN W/ 5d NAILS AT 4" O.C. LIVING AREA ABOVE) TOP COURSE -FILL W/ CONC. u AND 1-N'5 BAR CONT. a REMAINDER AI 7" O.C. ROOF TRUSSES OR 2x RAFTERS AT 24" U.C.- CONNECT W/ (2)164 MIN. COMMONS TOF-NAILED TO TOP PLATE- SIMPSON "SP2" SEE ROOF PLAN FOR REQ'D. STRAP AT EA. MEMBER —REFER TO HEADER SCHEU. FUR SIZES SIMPSON "DSP" AT 16" O.C. ACROSS HDR. SPAN — SIMPSON 1STA24" STRAP AT HDR. STUD TO BEAM 2x STUDS AJ/ 16" O.C. FLR. TRUSSES AT 2x4 OR 2x6 RIM BD. BTWN. FLR. TRUSS -- CONNECT TO 24 O.C. TRUSS W/ (4)16d NAILS (20) (6)164 NAILS (26) 2x4 P.T. RIM BD. BTWN: FLR. TRUSS -- CONNECT - TO TRUSS W/ (4)164 NAILS DBL. 2x4 SOLID BLKG. BELOW HDR. STUDS OF OPNCS. > 5'-0" CONC. BLOCK EXI. WALL "HETA20" STRAP AT 24" U.C. MAX. AT FLR. TRUSS PERP. TO WALL OR 24" O.C. AT CABLE END TRUSS 2 -STY. EXT. FRAME WALL CONNECTOR DETAIL NO STRUCTURAL MEMBER OR BLDG, SERVICE SHALL PENETRATE THE FIRE RATED SHAFT WALL BETWEEN UNITS. ASPHALT SHINGLES ON STRUCTURAL SHEATHING 4'-0" MIN.EACH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN) PROVIDE FIRE RETARDANT TREATED WOOD ROOF AND PRE-ENG'RED ROOF SHEATHING TRUSSES AT 24' O.C. RAKE HE w t MAINTAIN TO REBAR PRE-ENG'RED. PRECAST CONE. LINTEL ii ABV. TYP. WDW. AND DOOR OPNGS. SEE PLANS FOR LOCATIONS AND TYPES 1 II `L 1/2" DRYWALL OVER 1x2 P.T. (MIN.) I AT 24 O.C. (MAX.) L ° K-3 MIN. INS(JLATION- u REFER TO ENERGY CALCULATION o L ° FOR REQUIRED INSULATION R -VALUE o II ii #5 VERT. BAR TIED INTO #5 BAR 1/2" EXTERIOR PORTLAND DOWEL AND TOP COURSE REBAR J CEMENT PLASTER OVER- i AT EA. REINF, CONC. FILLED BLOCK 8' C.M.U. -� u CELL AS LOCATED PER PLANS - u B ° PRECAST WDW. SILL - TYP. AT LL_ u STD. WDW. OPNG. 4" 3 1/2" MIN. CONE. SLAB (2500 PSI) " W/ FIBERMESH OR 6x6 10/10 WWM MIN,[OVER - VAPOR BARRIER u FINISH GRADE CLEAN COMPACTED _ EARTH FILL #5 BAR DOWEL TIED TO '-MONOLITHIC SLAB EDGE FTG. REBAR AT EA. 20" FOOTING PER SLAB PLAN REINF. FILLED CELL AS F MIN. LOCATED PER SLAB PLAN - TYP. EXT, 2 -STORY WALL SECTION SCALE; 1 2"=1'-0' ROOF TRUSSES OR 2x RAFTERS AT 24" U.C.- CONNECT W/ (2)164 MIN. COMMONS TOF-NAILED TO TOP PLATE- SIMPSON "SP2" SEE ROOF PLAN FOR REQ'D. STRAP AT EA. MEMBER —REFER TO HEADER SCHEU. FUR SIZES SIMPSON "DSP" AT 16" O.C. ACROSS HDR. SPAN — SIMPSON 1STA24" STRAP AT HDR. STUD TO BEAM 2x STUDS AJ/ 16" O.C. FLR. TRUSSES AT 2x4 OR 2x6 RIM BD. BTWN. FLR. TRUSS -- CONNECT TO 24 O.C. TRUSS W/ (4)16d NAILS (20) (6)164 NAILS (26) 2x4 P.T. RIM BD. BTWN: FLR. TRUSS -- CONNECT - TO TRUSS W/ (4)164 NAILS DBL. 2x4 SOLID BLKG. BELOW HDR. STUDS OF OPNCS. > 5'-0" CONC. BLOCK EXI. WALL "HETA20" STRAP AT 24" U.C. MAX. AT FLR. TRUSS PERP. TO WALL OR 24" O.C. AT CABLE END TRUSS 2 -STY. EXT. FRAME WALL CONNECTOR DETAIL NO STRUCTURAL MEMBER OR BLDG, SERVICE SHALL PENETRATE THE FIRE RATED SHAFT WALL BETWEEN UNITS. ASPHALT SHINGLES ON STRUCTURAL SHEATHING 4'-0" MIN.EACH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN) PROVIDE FIRE RETARDANT TREATED WOOD ROOF AND PRE-ENG'RED ROOF SHEATHING TRUSSES AT 24' O.C. RAKE HE w t MAINTAIN TO REBAR i CONT. BEAM 24 CONT, P.T. W/ (1) ROWS g OF 1/4"x 2-3/4" TAPCONS AT - 12" O.C.- STAGGERED -� 3/4" PLYWOOD DECKING SINGLE 8xdx16 CONE. KNOCKOUT ULK. COURSE - FILL WI CONE. AND 1 1-#5 BA CONT. J c n 0 z a i CONT. BEAM 24 CONT, P.T. W/ (1) ROWS g OF 1/4"x 2-3/4" TAPCONS AT - 12" O.C.- STAGGERED -� 3/4" PLYWOOD DECKING PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. %-1/2" GYPSUM BD. \—R-38 INSULATION FOAM CORE [ILL INSULATION IN ALL OPEN CMU WALL CELLS - REFER TO ENERGY CALCULATION FOR R -VALUE 1/2" DRYWALL OVER DBL. 1x2 P.T. AT 24 O,C. (MAX.) 8x8xl6 2 HR. FIRE -RATED CMU WALL H5 VERT, BAR TIED INTO f5 BAR DOWEL AND IOP COURSE tEBAR AT EA. REINF. CONE, FILLED BLOCK CELL AS LOCATED PER PLANS 3/4" T&G PLYWOOD FLOOR -NAILED & CLUED W/ 8d NAILS AT 12" O.C. IN FIELD —AND 6" O.C. A PANEL EDGES PROVIDE DRAFTSTOPPING TO SEPARATE CEILING AREAS NO GREATER THAN 500 S.F. --PRE-ENG'RED. FLR. TRUSSES AT 24" O.C. MAX. SIAGGERED BTWN. AD . UN IS �_1/2" GYPSUM BD. CORE -FILL 500 FOAM INSULATION IN ALL OPEN DW WALL CELLS 1/2" DRYWALL OVER DBL, 1x2 P.T. ;MIN.) AT 24 O.C. (MAX.) 3x8xl6 2 HR. FIRE-RAIED CMU WALL �5 VERT. DAR TIED INTO #5 BAR OWEL AND TOP COURSE EBAR AT EA. REINF. CONE. FILLED BLOCK CELL AS LOCATED PER PLANS 3 1/2" MIN'CONC. SLAB (2500 I'll) W/ HBLRMLSN OR 6x6 10 10 WWM OVER VAPOR BA RIER '#_�— CLEAN COMPACTED EARIH FILL '-- MONOLITHIC SLAB FOOTING PER SLAB PLAN TYP. UNIT SEPARATION WALL SECTION AT ROOF D 3 TRUSS PARRELLEL TO FRAME WALL SCALE: 1/2"=1'-0" LATEST REVISION DATE TO MASTER: 07-01-12 U) n, w 0 O w V _ w U) w O DOUBLE 8x8xl6 CONE, KNOCKOUT DLK. COURSE - FILL W� CONE, AND 1 1-#5 BA CONT. U v c n 0 PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. %-1/2" GYPSUM BD. \—R-38 INSULATION FOAM CORE [ILL INSULATION IN ALL OPEN CMU WALL CELLS - REFER TO ENERGY CALCULATION FOR R -VALUE 1/2" DRYWALL OVER DBL. 1x2 P.T. AT 24 O,C. (MAX.) 8x8xl6 2 HR. FIRE -RATED CMU WALL H5 VERT, BAR TIED INTO f5 BAR DOWEL AND IOP COURSE tEBAR AT EA. REINF. CONE, FILLED BLOCK CELL AS LOCATED PER PLANS 3/4" T&G PLYWOOD FLOOR -NAILED & CLUED W/ 8d NAILS AT 12" O.C. IN FIELD —AND 6" O.C. A PANEL EDGES PROVIDE DRAFTSTOPPING TO SEPARATE CEILING AREAS NO GREATER THAN 500 S.F. --PRE-ENG'RED. FLR. TRUSSES AT 24" O.C. MAX. SIAGGERED BTWN. AD . UN IS �_1/2" GYPSUM BD. CORE -FILL 500 FOAM INSULATION IN ALL OPEN DW WALL CELLS 1/2" DRYWALL OVER DBL, 1x2 P.T. ;MIN.) AT 24 O.C. (MAX.) 3x8xl6 2 HR. FIRE-RAIED CMU WALL �5 VERT. DAR TIED INTO #5 BAR OWEL AND TOP COURSE EBAR AT EA. REINF. CONE. FILLED BLOCK CELL AS LOCATED PER PLANS 3 1/2" MIN'CONC. SLAB (2500 I'll) W/ HBLRMLSN OR 6x6 10 10 WWM OVER VAPOR BA RIER '#_�— CLEAN COMPACTED EARIH FILL '-- MONOLITHIC SLAB FOOTING PER SLAB PLAN TYP. UNIT SEPARATION WALL SECTION AT ROOF D 3 TRUSS PARRELLEL TO FRAME WALL SCALE: 1/2"=1'-0" LATEST REVISION DATE TO MASTER: 07-01-12 U) n, w 0 O w V _ w U) w O r_ - O cico w V wu' O 21w— �oF- < LU Q V cj 0 om Q r 00 CV t� a co W fl� __j w LLJ w 0 r 0 00 I- � o Z w OU) --152 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! ll D3 MII ORLANDO 1 � W o LL Lu :;E O _j W O LL_ O r_ - O cico w V wu' O 21w— �oF- < LU Q V cj 0 om Q r 00 CV t� a co W fl� __j w LLJ w 0 r 0 00 I- � o Z w OU) --152 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! ll D3 MII ORLANDO