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HomeMy WebLinkAbout300, 302, 304, 306, 308, 310 Maybeck Ct (a)7E] Ml ABBREVIATIONS M/I M/I HOMES SE e:\DMI-MI-ORL\WEEKLY\110131\RV 185-91\Sheets\Cover Sheet\0 Cover Sheet.dwg HOMES SUBDIVISION: RIVERVIEW RVICE CORP. LOT #: RV 185- 191 MODEL: RIVERVIEW- 7 UNIT TOWN ABV. ABOVE GA. GAUGE RM. ROOM SINGLE HUNG - FRAME A/C AIR COMPRESSOR G.F.I. GROUND -FAULT CIRCUIT R.O. ROUGH OPENING 34 ADJ. ADJUSTABLE VERTICAL - BLOCK INTERRUPTER f VERTICAL - FRAME 2nd STY. LIVING DOORS CODE DESCRIPTION 7 SINGLE/DOUBLE INSWING/OUTSVVING (2068, 2468, 2668, 2868, 6068) R/S ROD AND SHELF 6227 AHU AIR HANDLER GL. GLASS 1480 148(Y 1635 1780 11425 ENTRY 40 S.C. SOLID CORE 65 ALT ALTERNATE GYP. BD. GYPSUM BOARD GARAGE 238 230 230 242 242 230 S.D. SMOKE DETECTOR LANAI AMP. AMPERAGE H.C. HOLLOW CORE S.H. SINGLE HUNG 411 BD. BOARD HDR. HEADER SH SHELF 17871 BLK BLOCK HT. HEIGHT SHTHG. SHEATHING 36 BLK'G. BLOCKING NA 180 INSUL. INSULATION SHWR. SHOWER C.L. CENTER LINE INT. INTERIOR SIM. SIMILAR CABT. CABINET LAM. LAMINATED SGD. SLIDING GLASS CLG. CEILING LAV. LAVATORY STD. STANDARD CLR. CLEAR LUM. LUMINOUS TEMP. TEMPERED GLASS CONC. CONCRETE M.C. MEDICINE CABINET THK. THICK CPT. CARPET MFR. MANUFACTURER T.O.C. TOP OF CURB C.T. CERAMIC TILE MIN. MINIMUM T.O.P. TOP OF PLATE C.J. CONTROL JOINT MTD. MOUNTED T.O.S. TOP OF SLAB CMU CONCRETE MASONRY MTL. METAL NP• TYPICAL UNIT N.I.C. NOT IN CONTRACT U.N.O. UNLESS NOTED OTHERWISE D. DRYER N.T.S. NOT TO SCALE VP. VAPOR PROOF DBL. DOUBLE DIA. DIAMETER O.C. ON CENTER W WASHER DIM. DIMENSION P.L. PROPERTY LINE W/ WITH DISP. DISPOSAL P.B. PUSH BUTTON WD. WOOD DP. DEEP PH. PHONE WDW WINDOW DR. DOOR PLYWD. PLYWOOD W/H WATER HEATER D.S. DOWNSPOUT PR. PAIR W.I. WROUGHT IRON DTL. DETAIL PT PRESSURE TREATED W.P. WEATHER PROOF D.W. DISHWASHER R. RISER EA. EACH RAD. RADIUS ELEV. ELEVATION R/A RETURN AIR GRILL ENG'D. ENGINEERED REF. REFRIDGERATOR EQ. EQUAL REV. REVERSE EXH. EXHAUST EXT. EXTERIOR F.G. FIXED GLASS FIN. FINISH FLR. FLOOR FLR'G FLOORING FLUOR. FLUORESCENT FR. DR. FRENCH DOOR FTG. FOOTING e:\DMI-MI-ORL\WEEKLY\110131\RV 185-91\Sheets\Cover Sheet\0 Cover Sheet.dwg HOMES SUBDIVISION: RIVERVIEW RVICE CORP. LOT #: RV 185- 191 MODEL: RIVERVIEW- 7 UNIT TOWN i' AREA WINDOWS CODE DESCRIPTION 0016 SINGLE HUNG - BLOCK 0026 SINGLE HUNG - FRAME 0030 FIXED GLASS - FRAME TOTAL 1st STY. LIVING 0021 SLIDING GLASS DOOR - BLOCK 34 664 1 VMFLG VERTICAL - BLOCK 1 VMFIN f VERTICAL - FRAME 2nd STY. LIVING DOORS CODE DESCRIPTION 7 SINGLE/DOUBLE INSWING/OUTSVVING (2068, 2468, 2668, 2868, 6068) b. LiEAMS, GIRDERS, IRUSSES AND ARCHES 8'x7' GARAGE DOOR 6227 TOTAL LIVING i' AREA Sheet Number TAB UNIT UB B T UGIT UNIT ..,BIT UNIT TOTAL 1st STY. LIVING 834 734 34 664 664 4 834 5198 2nd STY. LIVING 946 901 901 816 816 b. LiEAMS, GIRDERS, IRUSSES AND ARCHES 946 6227 TOTAL LIVING 1780 0635 1635 1480 148(Y 1635 1780 11425 ENTRY 40 1 51 65 65 51 40 363 GARAGE 238 230 230 242 242 230 238 1650 LANAI 41 NA NA NA I NA NA 411 82 TOTAL U.R. 2099 1916 1916 1787 17871 1916 2099 13520 PATIO NA 36 36 36 36 3F�,' NA 180 236 3/ 3117 CODE SUMMARY APPLICABLE CODES 1. FLORIDA BUILDING CODE 2007 — RESIDENTIAL 2007 & 2008 SUPPLEMENTS 2. FLORIDA BUILDING CODE 2004 — BUILDING; CHAPTER 13 — ACCESSIBILITY 3. NATIONAL ELECTRICAL CODE, NFPA 70, 2007 EDITION 4. FLORIDA FIRE PREVENTION CODE — 2007 EDITION Sheet Number BUILDING TYPE: 2 STORY TOWNHOUSE 0 Cover Sheet CONSTRUCTION TYPE: UNPROTECTED, UNSPRINKLED Elevations 2 FIRE PROTECTION RATING REQUIREMENTS: 3 1st Floor Plan 4 REQUIRED PROVIDED 1. PARTY AND FIRE WALLS 2 HR. 2 HR. 2. INTERIOR BEARING WALLS 0 0 3. INTERIOR NON BEARING PARTITIONS PER 705.1.2 0 0 4. COLUMNS 0 0 b. LiEAMS, GIRDERS, IRUSSES AND ARCHES 0 0 6. FLOOR CEILING CONSTRUCTION 2nd Framing Plan 14 7. ROOF CEILING CONSTRUCTION 0 0 8. EXTERIOR BEARING WALLS Detail Sheet D3 HORIZONTAL SEPARATION: (PARRALLEL WALLS) H 0 ft. to 6 ft 0 % OPENINGS 1 (0%) N/A (0%) OVER 6 ft 0 0 9. EXTERIOR NON BEARING WALLS HORIZONTAL SEPARATION: PARRALLEL WALLS 0 ft. to 6 ft 0 % OPENINGS 1 (07.) N/A 07. OVER 6 ft 0 0 SHEET LIST Sheet List Table Sheet Number Sheet Title 0 Cover Sheet 1 Elevations 2 Elevations Side -Rear 3 1st Floor Plan 4 2nd Floor Plan 5 Cross Sections 6 1st Electrical Plan 7 2nd Electrical Plan 8 Foundation Plan 9 Plumbing 10 1st Block Plan 11 2nd Block Plan 12 1st Framing Plan 13 2nd Framing Plan 14 Separation Walls D1 Detail Sheet D2 Detail Sheet D3 Detail Sheet loft k ptnAN!- Sj,` ,JCC yGtNG DE oND1TiONALL! Sir drag PiA;� ARS R T} f pE TDSSLfED r'FD W 11 + £PTED oc:tlJit ti.E�SE TO vROn V:OEATE, 111 FflR . ONSiRU- rCOR ' JT AS jt `F iCCYAN, )RSNA�- �F.NCF_l_. lel... E H- ;-G1-i^1toE 1E', ?'r-tE gG0 RE iNG ppGViSV�i �LRJ.1T t',._ RttlG A �pN Q� EOfh�r� t:F.<ti FTOE r 7RH"EE7�iidiS�f, . S LG� R jSSUANrE t:)EpRCR5SSsGt_1S U�IOf r :t% u `*E rrik.. LATEST REVISION DATE TO MASTER: 12-14-10 4 C O Z U co �LU �2uiw � .-, W Q= ¢W=� W � Q �o W � LU 0 � M Q �� � z -- > O i O H C O U co �LU �2uiw � .-, W Q= ¢W=� U C5 � W J (!) O M W LL. N LLL W � Cd Q � 00 NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIRCATION! 0 of ## M/I ORLANDO lqr- Qy 000 � W }+ W w �� Q w -- > O i U E o W O C/) J 00 NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIRCATION! 0 of ## M/I ORLANDO 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. FOAM SOFFIT BRACKET #1 FOAM SOFFIT BRACKET(S) 1/4" = 1'-0" MEAN ROOF HEIGH— +23'-3" TOP OF 2ND STY. WALL PLATE +18'-9 7/8" 2nd STY. FIN. FLR.�, . L TOP OF 1 ST STY. _ — BLK. WALL +9'-4" FOAM SOFFIT BRACKET- EQ: SPACED TOP Of SLAB _ +0'-0I (REF. ELEV.) 7/16° OSB SHEATHING GABLE END TRUSS OR FRAME WALL 7/8" CEMENT PLASTER ON PAPER BACK LATH AIR INFILTRATION BARRIER (DESIGN STANDARD: TYVEK) MID -WALL WEEP SCREED- 1/2" CREED1/2" MIN. CEMENT. PLASTER 8" CMU WALL CONTROL JOINT DETAIL 1" = 1'-0" . r—%iIL a.—% L 1 STONE FINISH - RLIUKN (9 ENDS TOP OF BLOCK. eADMI-MI-0RL\WEEKLY\110131\RV 185-91\Sheets\1 Elevations.dwg PRINCETON UNIT flip FOAM SOFFIT GABLE CORBEL 1/4' = 1'-0" BAND AT lnnwwBEYONDnUr1U - DOOR/WDW. STONE J I VI1l FINISH PROJ. 3/4" PRINCETON UNIT111 BAND AT DOOR/WDW. 1'-O° 1 KEYS_ 1/4" = 1'-0" TRENTON UNIT 11 1 0 TV. JI.URLU BAND AT DOOR/WDW. 0 RM)LU Ur%IIU - PROJ. BEYOND STONE BAND AT DOOR/WDW. TRENTON UNITIIC'1 PRINCETON UNIT 11611 v BAND AT DOOR/WDW. " �%i.1k ./1T/1\ 1 FRONT ELEVATION TOP OF 2ND STY. WALL PLATE +18'-9 7/8" ,,,E_2nd STY. FIN. FLR. +10'-8-3/4" STOP OF SLAB —+0'-0" — CODE SUMMARY APPLICABLE CODES 1. FLORIDA BUILDING CODE 2007 - RESIDENTIAL 2007 & 2008 SUPPLEMENTS 2. FLORIDA BUILDING CODE 2004 - BUILDING; CHAPTER 13 - ACCESSIBILITY 3. NATIONAL ELECTRICAL CODE, NFPA 70, 2008 EDITION 4. FLORIDA FIRE PREVENTION CODE - 2007 EDITION 1-- BUILDING TYPE: 2 STORY TOWNHOUSE MZ ~ to Z CONSTRUCTION TYPE: UNPROTECTED, UNSPRINKLED 2 oc �0c~n� FIRE PROTECTION RATING REQUIREMENTS: N g 0 VN cp REQUIRED PROVIDED 1. PARTY AND FIRE WALLS 2 HR. 2 HR. 2. INTERIOR BEARING WALLS 0 0 3. INTERIOR NON BEARING PARTITIONS PER 705.1.2 0 0 4. COLUMNS 0 0 5. BEAMS, GIRDERS, TRUSSE77ND ARCHES 0 0 6. FLOOR CEILING CONSTRUCTION 3:0 7. ROOF CEILING CONSTRUCTION 0 0 8. EXTERIOR BEARING WALLS HORIZONTAL SEPARATION: (PARRALLEL WALLS) 0 ft. to 6 ft 0 % OPENINGS 1 (07.) N/A (07.) OVER 6 ft 0 0 9. EXTERIOR NON BEARING WALLS HORIZONTAL SEPARATION: (PARRALLEL WALLS) 0 ft. to 6 ft 0 % OPENINGS 1 (0%) N/A 0% OVER 6 ft 0 0 LATEST REVISION DATE TO MASTER: 12-14-10 OC 0 O W DC W cl) Lu0 O 2 w ui �0- 1-- MZ ~ to Z W � ClLu 2 oc �0c~n� -FW— QV� N g 0 VN cp J Ur C Q L—Lj wcyL.L om Indd Lu O w O �z LLz � 3:0 O O MZ ~ to J_ U W � ClLu 2 oc �0c~n� -FW— QV� N g 0 VN cp J Ur C O Q L—Lj wcyL.L � Indd 0 W F— O U) J cj) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! S''"' 1of14 M/I ORLANDO LEXINGTON UNIT"All 4' GALV. MTL. OFF -RIDGE VENT 12 5F_ MEAN ROOF HENH_T � — — +23'-3" —--------- SHINGLE ROOFING TOP OF 2ND STY. WALL PLATE — — +18' -97/8' -------- 2nd STY. FIN. FLR. U TEXTURED WALL FINISH +10'-8-3/4" 1 1` Z SQUARE HOOD _ _ _ _ ROOF VENT TOP OF 1ST STY. L0W- LO �. w � w 0 _ SLOPE 5:12 _ WALL — — — —f— I — — — — —BLK. — — — — — — — — — — J Z M o J(j LL Z_ C14 W � OO L.L1 M co LL TOP OF SLABS — — — Q 0 +a' -o Y" >' 4' - MIN. TYP. ALL UNITS 2'-6" PRINCETON UNIT "B" 4'-0" 4'-0" MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS 4' GALV. MTL. OFF -RIDGE VENT*" SHINGLE ROOFING 2'-6" �. TEXTURED WALL FINISH TEXTURED WALL FINISH �I o Co 00 SLOPE 5:12 TRENTON UNIT "C" 4'-0"4'-0" MIN. TYP, ALL UNITS MIN. TYP. ALL UNITS -�4' GALV. MTL. OFF -RIDGE VENT B"W. SCORED LINE SHINGLE ROOFING ALONG SOFFIT - TYP. TRENTON UNIT "D" -�4' GALV. MTL. OFF -RIDGE VENT 8"W. SCORED BAND AT 2'-6" DOOR/WDW, 2'-6" TEXTURED WALL FINISH 4'-0" 4'-0" MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS SLOPE 5:12 PRINCETON UNIT "E" .� 4' GALV. MTL. OFF -RIDGE VENT 2'-6" �. TEXTURED WALL FINISH 4'-0" 4'-0" MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS SHINGLE ROOFING PRINCETON UNIT "F" �4' GALV. MTL. OFF -RIDGE VENT 8"W. SCORED LINE ALONG SOFFIT - TYP. 8"W. SCORED BAND AT 2'-6" DOOR/WDW. 4'-0" MIN. TYP. ALL UNITS LEXINGTON UNIT"G11 4' GALV. MTL. OFF -RIDGE VENT MEAN ROOF HEIGHT +23'-5" — — TOP OF 2ND STY. -------- _WALL PLATE ------------- — +18'-97/8' 2'-6" U i i ?, — — — TEXTURED WALL FINISHI — U — — — — — — — — — — — — — — — — — — — — — — — — — 2nd W. FIN. FLR. — — — — — — — — — — — — — — — — — — — — — — — SQUARE HOOD �+10'-8-3/4" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------------- --ROOF VENT — C.J. G.J. G.J. SLOPE 5:12 TOP OF IST STY. BLK. WALL +9'-4" TEXTURED WALL FINISH 8'W. SCORED BAND AT DOOR/WDW. SIDE ELEVATION • "LEXINGTON" UNIT e. \DMI-MI-ORL�WEEKLY�110131�RV 185-91�Sheets�2 Elevations Side-Rear.dwg TE TEXTURED WALL FINISH 8"W. SCORED BAND AT DOOR/WDW. ofco co TEXTURED WALL FINISH — — — — — — — — — — — — — �TOPOFSLAB (REF. ELEV.) REAR ELEVATION SIDE ELEVATION - "LEXINGTON" UNIT LATEST REVISION DATE TO MASTER: 12-14-10 > co O U � Z . T� VJ L0W- LO �. w � w 0 C.1 u — — — —f— I — — — — — — — — — — — — — C.J. — — — — — — — — — — TEXTURED WALL FINISH �I o Co 00 SLOPE 5:12 TRENTON UNIT "C" 4'-0"4'-0" MIN. TYP, ALL UNITS MIN. TYP. ALL UNITS -�4' GALV. MTL. OFF -RIDGE VENT B"W. SCORED LINE SHINGLE ROOFING ALONG SOFFIT - TYP. TRENTON UNIT "D" -�4' GALV. MTL. OFF -RIDGE VENT 8"W. SCORED BAND AT 2'-6" DOOR/WDW, 2'-6" TEXTURED WALL FINISH 4'-0" 4'-0" MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS SLOPE 5:12 PRINCETON UNIT "E" .� 4' GALV. MTL. OFF -RIDGE VENT 2'-6" �. TEXTURED WALL FINISH 4'-0" 4'-0" MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS SHINGLE ROOFING PRINCETON UNIT "F" �4' GALV. MTL. OFF -RIDGE VENT 8"W. SCORED LINE ALONG SOFFIT - TYP. 8"W. SCORED BAND AT 2'-6" DOOR/WDW. 4'-0" MIN. TYP. ALL UNITS LEXINGTON UNIT"G11 4' GALV. MTL. OFF -RIDGE VENT MEAN ROOF HEIGHT +23'-5" — — TOP OF 2ND STY. -------- _WALL PLATE ------------- — +18'-97/8' 2'-6" U i i ?, — — — TEXTURED WALL FINISHI — U — — — — — — — — — — — — — — — — — — — — — — — — — 2nd W. FIN. FLR. — — — — — — — — — — — — — — — — — — — — — — — SQUARE HOOD �+10'-8-3/4" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------------- --ROOF VENT — C.J. G.J. G.J. SLOPE 5:12 TOP OF IST STY. BLK. WALL +9'-4" TEXTURED WALL FINISH 8'W. SCORED BAND AT DOOR/WDW. SIDE ELEVATION • "LEXINGTON" UNIT e. \DMI-MI-ORL�WEEKLY�110131�RV 185-91�Sheets�2 Elevations Side-Rear.dwg TE TEXTURED WALL FINISH 8"W. SCORED BAND AT DOOR/WDW. ofco co TEXTURED WALL FINISH — — — — — — — — — — — — — �TOPOFSLAB (REF. ELEV.) REAR ELEVATION SIDE ELEVATION - "LEXINGTON" UNIT LATEST REVISION DATE TO MASTER: 12-14-10 > co O DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TOM/I ^ HOMES FOR CLARIFICATIOONI v , ui w 'j 4 w 1 O wF2 of 14 M/l of o00 °° Z . T� VJ L0W- LO �. w � w 0 u CN 0 O �.V CV Q J Z M o J(j LL Z_ C14 W � OO L.L1 M o LL �z Q 0 >' DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TOM/I ^ HOMES FOR CLARIFICATIOONI v , ui w 'j 4 w 1 O wF2 of 14 M/l of o00 °° . T� VJ L0W- LO �. w � w 0 u CN 0 O �.V CV W J Z M o J(j LL Z_ C14 Q DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TOM/I ^ HOMES FOR CLARIFICATIOONI v , ui w 'j 4 w 1 O wF2 of 14 M/l of � T� VJ CN 0 O W Q cu >' ^^♦�♦^4-0 W W w `W Q LLJ O c/) co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TOM/I ^ HOMES FOR CLARIFICATIOONI v , ui w 'j 4 w 1 O wF2 of 14 M/l of 2x4 DRYWA SHE e:\DMI-MI-ORL\WEEKLY\110131\RV 185-91\Sheets\3 1st Floor Plan.dwg _ . _. • ri y . .. NICHE DETAIL UNITS "B" / "C" / "D" WDW. ROUGH_ OPNG.NOTE 36718x63 WIDTH x HEIGHT (IN INCHES) 1st STY FLOOR PLAN NOTES; 1. ALL INTERIOR FRAME WALL ARE DRAWN AND DIMENSIONED TO BE 3 1/2' WIDE UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8" WIDE UNLESS OTHERWISE NOTED. 3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTWN. GROUTED FILLED CELLS ARE CONSIDERED SHEAR WALLS. 4. INDICATES FRAME BEARING WALL. WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO WALL RAVITY LOADS ONLY. ALL UPLIFT LOADS ARE HANDLED BY QUICK -TIE INSTALLATION. SEE SHEET 11 FOR ADD'L. INFORMATION 5. INDICATES FILLED REINFORCED VERTICAL BLOCK CELL - CONT. FROM FOOTING TO C.M.U. TOP COURSE 6. 0 INDICATES 8" CMU WALL. TOP OF +9'-4" ABOVE TOP OF SLAB. 7. ® INDICATES 2 -HR. FIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL CONTINUOUS FROM TOP Y SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG. SERVICE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL. 8. PROVIDE UL TESTED FIRE CAULKING ON ALL ELECTRICAL, PLUMBING AND MECHANICAL PENETRATION THROUGH RATED WALLS AND CEILINGS 9. VENT DRYER TO OUTSIDE THROUGH ATTIC OR WALL. 10. PROVIDE 24"w. WALL CAVITY, VOID OF STUDS, BEHIND WASHER FOR PLUMBING BOX ANI) STACK 11. PROVIDE 12"w. WALL CAVITY, VOID OF STUDS, AT SHOWER CONTROL VALVE LOCATION, 12. INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS. 13.- INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW OPENING. 14. LINE" - INDICATES CHANGE IN FLOOR FINISH. 15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES. 16. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) W/ WALL MOUNTED HANGERS AT LOCATIONS SHOWN. 1st ST(. FLOOR PLAN U) W 4-j O U Lu LATEST REVISION DATE TO MASTER: 12-14-10 cn w O z F— Z O Co) W O Z O H G w O 1 LL - to U 000 ca Z � ao CO W Lo 00OF5co � aw�o=�v ci�CN c-% J Z M LL. W N LL - Lu m d �i J r TAB UNIT UNIT UNIT UNIT UGIT UNIT UNIT AREA TOTAL 1st STY. LIVING 834 734 734 664 664 734 834 5198 2nd STY. LIVING 946 901 901 816 816 901 946 6227 TOTAL LIVING 1780 1635 1635 1480 1480 1635 1780 11425 ENTRY 40 51 51 65 65 51 40 363 GARAGE 238 230 230 242 242 230 238 1650 LANAI 41 NA NA NA NA NA 41 82 TOTAL U.R. 2099 1916 1916 1787 1787 1916 2099 13520 PATIO NA 36 36 36 36 36 1 NA 180 1st STY FLOOR PLAN NOTES; 1. ALL INTERIOR FRAME WALL ARE DRAWN AND DIMENSIONED TO BE 3 1/2' WIDE UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8" WIDE UNLESS OTHERWISE NOTED. 3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTWN. GROUTED FILLED CELLS ARE CONSIDERED SHEAR WALLS. 4. INDICATES FRAME BEARING WALL. WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO WALL RAVITY LOADS ONLY. ALL UPLIFT LOADS ARE HANDLED BY QUICK -TIE INSTALLATION. SEE SHEET 11 FOR ADD'L. INFORMATION 5. INDICATES FILLED REINFORCED VERTICAL BLOCK CELL - CONT. FROM FOOTING TO C.M.U. TOP COURSE 6. 0 INDICATES 8" CMU WALL. TOP OF +9'-4" ABOVE TOP OF SLAB. 7. ® INDICATES 2 -HR. FIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL CONTINUOUS FROM TOP Y SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG. SERVICE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL. 8. PROVIDE UL TESTED FIRE CAULKING ON ALL ELECTRICAL, PLUMBING AND MECHANICAL PENETRATION THROUGH RATED WALLS AND CEILINGS 9. VENT DRYER TO OUTSIDE THROUGH ATTIC OR WALL. 10. PROVIDE 24"w. WALL CAVITY, VOID OF STUDS, BEHIND WASHER FOR PLUMBING BOX ANI) STACK 11. PROVIDE 12"w. WALL CAVITY, VOID OF STUDS, AT SHOWER CONTROL VALVE LOCATION, 12. INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS. 13.- INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW OPENING. 14. LINE" - INDICATES CHANGE IN FLOOR FINISH. 15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES. 16. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) W/ WALL MOUNTED HANGERS AT LOCATIONS SHOWN. 1st ST(. FLOOR PLAN U) W 4-j O U Lu LATEST REVISION DATE TO MASTER: 12-14-10 cn w O z F— Z O Co) W O Z O H G w O 1 LL - to U 000 ca Z � ao CO W Lo 00OF5co � aw�o=�v ci�CN c-% J Z M LL. W N LL - Lu m d �i J DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! cqplfpmr 3 of 14 M/I ORLANDO r � =6 O co .� Q do QD N . w W O c/) J c/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! cqplfpmr 3 of 14 M/I ORLANDO ONE-HOUR A i Wil RATED 7/16" FIRE RETARDANT SHEATHING 7/8" EXT. PORTLAND CEMENT PLASTER ON PAPER BACKED EXPANDED METAL LATH ON TYVEK BOLT INSTALLATION NOTES: oE- cE-n A D A TInnI SET IN EPDXY FILLED 5 CLEANED HOLE (4" MIN. 3" MIN. EDGE DISTANCE W/ DIA. PLUMB'G STACK 24" VOID WASHER BOX PLACE DBL. vDB STUD WALL STUD ADJ. TO STUD VENT PIPE STUD SPACING DETAIL A WASHER 1" RND. WASHER DRILLED & EMBED INTO CMU WALL) BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION WALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL TYP. CMU TO FRAME WALL DETAIL AT SEPARATION WALL SCALE: 3"=1'-0" e:\DMI-MI-ORL\WEEKLY\110131\RV 185-91\Sheets\4 2nd Floor Plan.dwg WDWROUGH OPNG.NOTE 36718x63 WIDTH _xHEIGHT (IN INCHES) WALLLEGEND ® INDICATES 2x4 BEARING WALL W/ QUICK TIE SYSTEM HOLDDOWNS FROM TOP OF 1ST STORY BLOCK WALL TO SECOND STORY TOP PLATE. SEE SHEET 11 FOR ADD'L INFORMATION ® INDICATES 2x4 BEARING WALL ABOVE LAM. BEAM. PROVIDE STRAPPING PER DETAIL 15 ON SHT. 12 ® INDICATES 2 -HR. FIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL CONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG. SERVICE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL. REFER TO SEPARATION WALL DETAIL(s) FOR ADDITIONAL INFORMATION. AREA TAB UNIT A UBIT UBIT UCIT UCIT UBIT UAIT TOT AL 1st STY. LIVING 834 734 734 664 664 734 834 5198 2nd STY. LIVING 946 901 901 816 816 901 946 6227 TOTAL LIVING 1780 1635 1635 1480 1480 1635 1780 11425 ENTRY 40 51 51 65 65 51 40 1 363 GARAGE 238 230 230 242 242 230 238 1650 LANAI 411 NA NA I NA NA I NA 41 82 TOTAL U.R. 2099 1916 1916 1787 1787 1916 2099 13520 PATIO NA I 36 36 36 36 36 NA 180 2nd STY. FLOOR PLAN SECOND STORY PLAN NOTES: 1. DRYER VENT BOX - VENT THRU ROOF. 2. 24" W. WALL CAVITY, VOID OF STUDS, FOR WASHER BOX AND STACK. 3. 12" W. WALL CAVITY, VOID OF STUDS, FOR SHOWER VALVE AND/OR HEAD. 4. HARZARDOUS GLAZING LOCATION, INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND/OR WINDOWS. 5. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION. ALL FRAME WALLS ARE DRAWN AND DIMENSIONED TO BE 3 1/2" WIDE UNLESS OTHERWISE NOTED. 6. PROVIDE DRAIN PAN BELOW EACH WASHER. DRAIN LINE TO EXTERIOR. 7. PROVIDE 20 AT 24" O.C. VERT. LADDER BLOCKING AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME WALLS FOR INSTALLATION OF INSULATION. w uj w w U) 0 U w LATEST REVISION DATE TO MASTER: 12-14-10 0 0 f__0 E i O N 71 co U o°Oo cflZ�oo �cw`fl C, 0:3 =COL Q UJ J Z N M LL LL Lu m o 0 W 0W J Co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mn HOMES FOR CLARIFICATION! 27 N 4 of 14 M/I ORLANDO 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 FACE OF STUD WALL KNEE WALL - TOP AT 42"-, 2'-3„ TREADS @ 9" EA. UPPER LANDING SECTION THRU UPPER STAIR - UNIT "All - SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3/4" PLYWD. ON 2x12 FRMG AT TREADS PER PER PLAN 3'-2" STAIR SECTION AT UNIT "B" SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3/4" PLYWD. ON 2x8 JOISTS AT LANDING -\ TOP OF LANDING 3'-5 1 GIRDER PER 0to -6-0 C & STAIRS TO BE GIRDER (BEYOND) FRAMING PLANSUPPORTED _Z BY Q = aw=� 1" NOSING m� M � � J S2NO 3 GIRDER ABOVE BEARING 00w N OJ WALL J NUi ui LL--- —------------- , � -- II Ui iN LL 3/4° PLYWD. �z p —j RISER J co rk� W NJOfo ONLY, ANY DISCREPENCIES co 112" DRYWALL - J i � N 5 1/2" UNDER STAIRS --J I 2212 CARRIAGE ; '1 C) TYPE °X° IN S -J i t W/ SPACER ATGARAGEJQ Q 0 o oz SIDE WALLS o 0 C) Zo =Q II CI o x 00 O 9=-21/2° II 3'-6" F - 5—J p cl- S - J GARAGE I I J S -FLOOR II I I �r ----------------- ----- -------- SECTION THRU UPPER STAIR - UNIT "All - SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3/4" PLYWD. ON 2x12 FRMG AT TREADS PER PER PLAN 3'-2" STAIR SECTION AT UNIT "B" SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3/4" PLYWD. ON 2x8 JOISTS AT LANDING -\ TOP OF LANDING 3'-5 1 �CD FULL HT. (4) 7 9/16" RISERS WALL BEYOND - `n RAILING OPEN RAILING ON CURB 3/4" PLYWD.N RISER 2x12 TREAD- 2x12 READ-2x12 CARRIAGE W/ SPACER AT SIDE WALLS PER PLAN I. 3'-2° STAIR SECTION AT UNIT Till SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 1 1/2" DIAMETER CONT. HANDRAIL TYPICAL SECTION AT HANDRAIL BALUSTER SPACING MUST REJECT 4" DIA. SPHERE UP TO HEIGHT OF 34" -BOTTOM RAIL OR CURB MUST REJECT 2" DIA. SPHERE STAIR TREAD AND RISER CALCULATION (2) RISERS + (1) TREAD = 24" (MIN.) TO 25" (MAX.) REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND RISERS HANDRAIL WITH CIRCULAR CROSS SECTION DIAMETER BTWN. 1 1/2' TO 2", OR PROVIDE CROSS SECTION OF EQUIVALENT GRASPABILITY PERFORMANCE NOTE: PICKETS SHALL BE PLACED NO GREATER THAN 4° O.C. 0to -6-0 C U CO M Z H z o ccoo w� _Z 'mC! Q = aw=� N m� M � � J S2NO 3 CJSD Z 00w N OJ O J ofY J ui LL 2] �z p —j co J co rk� W O W C.'> ONLY, ANY DISCREPENCIES TO BE REPORTED TO M o J � 3 �CD FULL HT. (4) 7 9/16" RISERS WALL BEYOND - `n RAILING OPEN RAILING ON CURB 3/4" PLYWD.N RISER 2x12 TREAD- 2x12 READ-2x12 CARRIAGE W/ SPACER AT SIDE WALLS PER PLAN I. 3'-2° STAIR SECTION AT UNIT Till SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 1 1/2" DIAMETER CONT. HANDRAIL TYPICAL SECTION AT HANDRAIL BALUSTER SPACING MUST REJECT 4" DIA. SPHERE UP TO HEIGHT OF 34" -BOTTOM RAIL OR CURB MUST REJECT 2" DIA. SPHERE STAIR TREAD AND RISER CALCULATION (2) RISERS + (1) TREAD = 24" (MIN.) TO 25" (MAX.) REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND RISERS HANDRAIL WITH CIRCULAR CROSS SECTION DIAMETER BTWN. 1 1/2' TO 2", OR PROVIDE CROSS SECTION OF EQUIVALENT GRASPABILITY PERFORMANCE NOTE: PICKETS SHALL BE PLACED NO GREATER THAN 4° O.C. / TOTAL STAIR RUN MINIMUM TREAD NOT INCLUDING NOSING = 2x8 BLOCKING BEHIND HANDRAIL TOP AT 39" ABOVE EDGE OF TREAD 1x10 STRINGER 1" NOSING 2212 TREAD -\ 3/4° PLYWD. RISER WIDE N N Cr fJ OF LANDING - 3/4° PLY*. ON 2x8 JOISTS AT LANDING 1" NOSING 0 Q W 0 W 0 C, Z cm0 J p Q Ma C', p Q w M z M I 3/4° PLYWOOD FLOORING FLOOR TRUSS NAIL (2)2x4 TO BOTTOM OF FLOOR TRUSS 12" OR LESS IN DEPTH / 2x8 STAIR LEDGER CONNECT TO FLOOR TRUSS W/ (2)10d NAILS AT / 6" O.C. MAX. OR EQUIVALENT CONNECT CARRIAGE TO LEDGER W/ (2)104 TOE -NAILED COMMONS STAGGERED EA. SIDE CONNECT PLYWD. RISER TO TREAD WITH (4) 8d NAILS \- 2x12 CARRIAGE AT 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 TYPICAL ST SCALE: N.T.S. AIR SECTION I..L W C!� O U Lu LATEST REVISION DATE TO MASTER: 12-14-10 CG 0to -6-0 C U CO M Z H z o ccoo w� _.�: 'mC! Q = aw=� U m� M � � J S2NO Up CJSD r- 00w w� p m W O " ofY J coZ LL �z WIQ, —j 0 c/) O J 4 rk� W O W C.'> ONLY, ANY DISCREPENCIES TO BE REPORTED TO M HOMES FOR CLARIACATI ! J � O (L M oz Q Zo =Q = x � p cl- �r o¢ / TOTAL STAIR RUN MINIMUM TREAD NOT INCLUDING NOSING = 2x8 BLOCKING BEHIND HANDRAIL TOP AT 39" ABOVE EDGE OF TREAD 1x10 STRINGER 1" NOSING 2212 TREAD -\ 3/4° PLYWD. RISER WIDE N N Cr fJ OF LANDING - 3/4° PLY*. ON 2x8 JOISTS AT LANDING 1" NOSING 0 Q W 0 W 0 C, Z cm0 J p Q Ma C', p Q w M z M I 3/4° PLYWOOD FLOORING FLOOR TRUSS NAIL (2)2x4 TO BOTTOM OF FLOOR TRUSS 12" OR LESS IN DEPTH / 2x8 STAIR LEDGER CONNECT TO FLOOR TRUSS W/ (2)10d NAILS AT / 6" O.C. MAX. OR EQUIVALENT CONNECT CARRIAGE TO LEDGER W/ (2)104 TOE -NAILED COMMONS STAGGERED EA. SIDE CONNECT PLYWD. RISER TO TREAD WITH (4) 8d NAILS \- 2x12 CARRIAGE AT 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 TYPICAL ST SCALE: N.T.S. AIR SECTION I..L W C!� O U Lu LATEST REVISION DATE TO MASTER: 12-14-10 CG ,c 0to -6-0 C U CO M Z H Z ccoo w� _.�: 'mC! Q = aw=� U m� M � � J S2NO a LL_ Co u - UC) w� O W J �z LL �z WIQ, 0 c/) J CD DO NOT SCALE PRINTS! O PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M HOMES FOR CLARIACATI ! ,c 0to -6-0 C U CO M Z H ��U ccoo w� _.�: 'mC! Q = aw=� U m� M � � J S2NO ti O LL_ Co u - II✓ 5 of 14 M/I ORLANDO Q � Q ti O 1 a"' cu W LL WIQ, 0 c/) J CD DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M HOMES FOR CLARIACATI ! 5 of 14 M/I ORLANDO e:\DMI-MI-ORL\WEEKLY\110131\RV 185-91\Sheets\4 1st Electrical Plan.dw 9 e:\DMI-MI-ORL\WEEKLY\110131\RV 185-91\Sheets\5 2nd Electrical Plan.dwg co FIN. co 4° o O O 2-15 BARS CONT. ON CHAIRS TYP.1-STY. SLAB EDGE BRG. WALL O O O 3- 5 BARS CONT. ON CHAIRS 5 INT. FRAME BRG. WALL FTG. e:\DMI-MI-ORL\WEEKLY\110131\RV 185-91\Sheets\6 Foundation Plan.dwg -1 AN. V InUL _ 4" o O o 3-15 BARS CONT. ON 1' - CHAIRS 2 TYP.2-STY. �,_j SLAB EDGE VERIFY w DOOR M UF. SLOPE1� 1 1/2' CURB WIDTH AS STATED ON PLANS 0 • • DRIVE (3)—A's CONT. WAY CHAIRS 16' s SLAB EDGE FTG. AT 7 GARAGE DOOR OPNG. SLOPE 0 O 8" 15 CONT. PATIO/ENTRY SLAB EDGE 7 1/2" CURB VARIES I VARIES 15 BAR 4" a. a 3 AT 24' O.C. 4° 3-,#5 BARS Ir 4-5 BARS CONT. ON CHAIRS 2'-0" CONT. ON CHAIRS 2'-0" rA RAISED CURB FTG. INT. BLK. WALL FTG. AT SLAB BTWN. GARAGE 3g STEP DN. BTWN. GARAGE & INT. WALLS ADJ. UNIT INTERIOR WALLS #5 BAR AT 24' O.C. 4-J5 BARS 2'-0'CONT. ON CHAIRS s TYPICAL FTG. INT. SEPARATION sw� WALLS VARIES VARIES O °u 1'-0° 1 #5 CONT. 8 INT. NON-BRG. SLAB STFP PN FTC BRG. WALL VARIES 4° 3-15 BARS O O O CONT. ON CHAIRS 4 INT. BRG. WALL FTG. AT SLAB STEP DN. TYPICAL EDGE z O o PIPING 7 PIPE (6- DIA. MAX.) SLEEVE (DIA. LARGER THAN PIPE) TYP. PIPE THRU FTG. DETAIL AS REQ'D. 8"CMU VARIES VARIES VARIES WALL LANAI SLAB � z OR ENTRY -� 4" 3-15 BARS PAVERS o O CONT. ON - 3-5 BARS 1'-10" CHAIRS CONT. ON MONOLITHIC SLAB CHAIRS RAISED CURB FTG. U� 3 wO0 AT GARAGE EXT. Q WALLS 0 • • DRIVE (3)—A's CONT. WAY CHAIRS 16' s SLAB EDGE FTG. AT 7 GARAGE DOOR OPNG. SLOPE 0 O 8" 15 CONT. PATIO/ENTRY SLAB EDGE 7 1/2" CURB VARIES I VARIES 15 BAR 4" a. a 3 AT 24' O.C. 4° 3-,#5 BARS Ir 4-5 BARS CONT. ON CHAIRS 2'-0" CONT. ON CHAIRS 2'-0" rA RAISED CURB FTG. INT. BLK. WALL FTG. AT SLAB BTWN. GARAGE 3g STEP DN. BTWN. GARAGE & INT. WALLS ADJ. UNIT INTERIOR WALLS #5 BAR AT 24' O.C. 4-J5 BARS 2'-0'CONT. ON CHAIRS s TYPICAL FTG. INT. SEPARATION sw� WALLS VARIES VARIES O °u 1'-0° 1 #5 CONT. 8 INT. NON-BRG. SLAB STFP PN FTC BRG. WALL VARIES 4° 3-15 BARS O O O CONT. ON CHAIRS 4 INT. BRG. WALL FTG. AT SLAB STEP DN. TYPICAL EDGE z O o PIPING 7 PIPE (6- DIA. MAX.) SLEEVE (DIA. LARGER THAN PIPE) TYP. PIPE THRU FTG. DETAIL AS REQ'D. 8"CMU STEM MONO WALL #5 BAR DOWEL AT EA. REINF. MONO STEM EXTEND STEM WALL FTG. FIN. GRADE FILLED CELL DEPTH OF REBAR 2'-1" INTO MONOLITHIC Qw=� U MONOLITHIC SLAB I SLAB EDGE M C:) J J U� EDGE TO MATCH wO0 � d Q BOT. OF STEM WALL T0FTC. FTG. 1'-1 1/2" A.F.F. N z Z Z ,4-0 �> Y 45' .J • • O H STEM WALL NQ 2'-6' J C5 4JT. 2'-0° CONT. CONC. FTG. REBARS FTG. STEM WALL DETAIL xx STEM WALL FTG. TO MONO AT ENTRY SLAB EDGE TRANSITION PAVERS ON SOIL CEMENT/ SAND BASE FIN. GRADE 10BRICK PAVER DETAIL FOUNDATION NOTES: 1. 0 INDICATES FILLED CELL W/ 3,000 PSI GROUT W/ 1-15 REBAR UNLESS NOTED OTHERWISE. 2. DO NOT SCALE PRINTS! CONSTRUCT FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION. 3. REFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING WALL, AND CONCUIT UNDER SLAB LOCATIONS. 4. AC PADS TO BE 12' MIN. CLEARANCE FROM SLAB EDGE. 5. T.O.F. = TOP OF FOOTING SLAB PLAN w w CD O U w LATEST REVISION DATE TO MASTER: 12-14-10 75; 0L of oc _w U w w U) LUO ,c o -1� co Z U o°Oo r Lo CO LU caw 2 H o'' �0C� Q= Qw=� U �m� N� Q M C:) J J U� LL CO LL wO0 � d Q Z Z ,4-0 �> O H ,c o -1� co � U o°Oo r Lo CO LU caw 2 H o'' �0C� Q= Qw=� U �m� N� r� M C:) J J Q LL CO LL � � d Q DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 8 of 14 M/I ORLANDO r � r � r Lo O 0 00 r� �o ,4-0 �> • w LU O J SQ DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 8 of 14 M/I ORLANDO 00 v e .. ■ V V . .. , PLUMBING & UNDERGROUND PLAN INDICATES 2 -HR. FIRE SEPARATION WALL BTWN. UNITS. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG. SERVICE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL. REFER TO SEPARATION WALL DETAIL(s) FOR ADDITIONAL INFORMATION. e:\DMI-MI-ORL\WEEKLY\110131\RV 185-91\Sheets\10 Plumbing.dwg w w w Lu W 0 U w LATEST REVISION DATE TO MASTER: 12-14-10 ME p w 0 LL - 400 U ao z 00 -— CoLu o p = U Q W = o J z N M J - J LL (n N LL LLJ m O � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIE/IS TO BREPORTED TO M HOM SE FOR CLARIFICATIONI 9 of 14 M/I ORLANDO r� V, r �j � r CN O 00 F _ O (ID N �i> W p W H 0 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIE/IS TO BREPORTED TO M HOM SE FOR CLARIFICATIONI 9 of 14 M/I ORLANDO e:\DMI-MI-ORL\WEEKLY\110131\RV 185-91\Sheets\7 Block Plan.dwg e:\DMI-MI-ORL\WEEKLY\110131\RV 185-91\Sheets\11 2nd Block Plan.dwg 13" DP. FLAT GIRDER TRUSS OR 16" DP. FLOOR TRUSS CONC. BLOCK WALL CONNECT HANGER TO CMU WALL W,/ X12) 1��4'x2 3/4" SIhdPSON PROVIDE WD. SHIMS AS Wrft, TO GILL CAF' BTWAI TITEN SCREWS HANGER AND TRUSS SIMPSON HU26 OR HU26-2 t HANGER W/ (6) 10d NAILS Jr TO TRUSS TRUSS TO CMU WALL HANGER CONNECTION 3 PLY 16° DP. i / AT 24" O.C. MAX. -7 _T 2x4 CONT. RIM BOARD FLAT GIRDER TRUSS ti PRE -ENGINE RED ROOF "HETA20" STRAP' TRUSS OR CONV. / TRUSS W'/ (4)164 NAILS i PARRALLEL TO WALL �- SETBACK FACE OF SIMPSON "NETA2VALUE REOUIRED0" SETBACK FACE OF ,,�, ., STRAP AT EA,. TRUSS - 1310 y lid x 1-1/2' SIMPSON "LCT3-SDS2.5" W/ TRUSS OR BEAM 1%2" � 800 00d x WDW. OPENING PER PLAN 21)164 SINKERS TO COLUMN & i TO STRAP FROM AT EA. FLOOR TRJSS - FILL ,ALL NAIL HOLES CMU WALL SIMPSON "HETA20" ANCHOR (12)' SDC 1/4"x2 1 /"' w�0 SCREWS TC GIRDER- ``, OLID 2x4 VERT. BLKG. BTWN. TRUSS TOP 3.5'6" L+A CCLIrMN-` h UPLIFT STRAP CONNECTION SIMPSON "H716" HOLDDOWN V BLOCK WALL CONNECTION W/ 5/8" THREADED ROD TO 12 SLAil-SET :'N EPDXY FILED DBL. STRAP AT ��' HOLE W' 5" MIN. EMBED 12 FILL ALL NAIL HOLES—A) UPLIFT STRAP CONNECTION e:\DMI-MI-ORL\WEEKLY\110131\RV 185-91\Sheets\8 1st Framing Plan.dwg GIRDER TRUSS TO COLUMN TO SLAB CONNECTION CMU SEPARATION WALL BTWN. UNITS CONNECTOR VARIES -SEE PLAN FOR INFORMATION 16" DP. FLAT GIRDER TRUSS OR 16" DP. FLOOR TRUSS PROVIDE WD. SHIMS AS REO'D. TO FILL GAP BTWI. HANGER AND TRUSS SIMPSON "HU46" HANGER W/ (6) 10d NAILS TO TRUSS -- CONC. BLOCK WALL CONNECT HANGER TO CMU WALL W,/ (12) 1/4"x2 3/4" SIMPSON TITEN' SCREWS TRUSS TO CMU WALL HANGER CONNECTION /-CILIPSMI "I CTd19" r1R ('91I Il—TIC "I c19" rl AT CM AD bLAM. CLNILK SIKAP ON BOT. OF TRUSS OR BEAM W% 5" MIN EMBED �I FILL` ALL NAL HOLES 2ND STY FRAME WALL TO GIRDER ' 2 OR BEAM STRAP CONNECTION LVL BEAM OR GIRDER TRUSS PER PLAN CONC. BLOCK WALL z SIMPSON "HTT16 HOLDDOWN W�/8" THREADED ROD TO K. FALL SET IN EPDXY FILLED HOLE W'/ 5" MIN. EMBED FILL ALL NALI HOLES BEAM 1 GIRDER TRUSS TO CMU WALL STRAP CONNECTION 2 or 3 FLY 16" DP. Fl -AT GIRDER TRUSS 2 PLY-SIMPSON LGUM28-2 HANGER W/ (6) SDS- 1,/4'!x2 1'2 SCREWS TO TRUSS (243 # MAX UPLIFT., 3 FLY SIMPSON LCUM28-3 HANGER W/ (6) SDS- 1/4"x2 1/2 SCREWS TO TRUSS (3575 # MAX UPLIFT} CONNECTING EA. 2ND STY. STUD TO TOP PLATE AT 24" O.C. MAX. -7 _T 2x4 CONT. RIM BOARD CENTER STRAP ON BOT. OF TOP PLATE OR LAM. BEAM PER PLAN PRE -ENGINE RED ROOF "HETA20" STRAP' TRUSS OR CONV. / TRUSS W'/ (4)164 NAILS i PARRALLEL TO WALL �- SETBACK FACE OF SIMPSON "NETA2VALUE REOUIRED0" SETBACK FACE OF ,,�, ., STRAP AT EA,. TRUSS - 1310 y lid x 1-1/2' CMU WALL FACE OF BLOCK TRUSS OR BEAM 1%2" � 800 00d x WDW. OPENING PER PLAN LL N LL. TO STRAP FROM AT EA. FLOOR TRJSS - FILL ,ALL NAIL HOLES CMU WALL SIMPSON "HETA20" ANCHOR FACE OF BILK. WALL w�0 4" DIMENSION TO AT 24" J.C. MAX. - PROVIDE ``, OLID 2x4 VERT. BLKG. BTWN. TRUSS TOP PERPENDICULAR TO CMU WALL STRAP FROM FACE & BCT. CHORDS FOR NA,lING TYPICAL CAL TRUSS TO UPLIFT STRAP CONNECTION OF BILK. WALL FILL ALL NAIL HOLES BLOCK WALL CONNECTION TYPICAL FLR. TRUSS I BEAM 12 PARALLEL TO CMU WALL DBL. STRAP AT ��' H 12 UPLIFT STRAP CONNECTION EA. SIDE OF OPNG. V � I i GIRDER TRUSS OR LUL BEAM PER PLAN J` SIMPSON "HTT16" W/ SIMPSON "LSTA12" OR QUICK -TIE "LS12" FLAT STRAP 5/8" THREADED ROD CONNECTING EA. 2ND STY. STUD TO GIRDER TRUSS OR TO BLK. WALL -SET INE'anvV ru i rn 1I,^,f i bLAM. CLNILK SIKAP ON BOT. OF TRUSS OR BEAM W% 5" MIN EMBED �I FILL` ALL NAL HOLES 2ND STY FRAME WALL TO GIRDER ' 2 OR BEAM STRAP CONNECTION LVL BEAM OR GIRDER TRUSS PER PLAN CONC. BLOCK WALL z SIMPSON "HTT16 HOLDDOWN W�/8" THREADED ROD TO K. FALL SET IN EPDXY FILLED HOLE W'/ 5" MIN. EMBED FILL ALL NALI HOLES BEAM 1 GIRDER TRUSS TO CMU WALL STRAP CONNECTION 2 or 3 FLY 16" DP. Fl -AT GIRDER TRUSS 2 PLY-SIMPSON LGUM28-2 HANGER W/ (6) SDS- 1,/4'!x2 1'2 SCREWS TO TRUSS (243 # MAX UPLIFT., 3 FLY SIMPSON LCUM28-3 HANGER W/ (6) SDS- 1/4"x2 1/2 SCREWS TO TRUSS (3575 # MAX UPLIFT} UNLESS OTHERWISE NOTED ON THE PLAN 16" DF. FLOOR CONC. BLOCK TRESSES Wi'' MID WALL j SPAN BRG.=FILL ALL NAl HOLES CONNECT HANGER `0 CMU 'R.AL'_ 'Wi' +61 1/4"x2'-,[,/2'' SIMPSON "TITEPJ CONC. SIMPSON "HETA20" HD BLK. AT EA. FLR. TRUSS - WALL FILL ALL NAIL HOLES FLAT GIRDER TRUSS r�\ T HANG 0 CMU WALL ER CONNECTION r , 5 FLR. TRUSS TO CMU WALL 12 STRAP CONNECTION MID SPAN BEARING CONDITION 1-1-OOR TRUSSES GABLE END FLR. TRUSS AT 24" O.C. MAX. -7 _T 2x4 CONT. RIM BOARD 00 OR LAM. BEAM PER PLAN PRE -ENGINE RED ROOF "HETA20" STRAP' TRUSS OR CONV. / TRUSS W'/ (4)164 NAILS i PARRALLEL TO WALL �- SETBACK FACE OF SIMPSON "NETA2VALUE REOUIRED0" SETBACK FACE OF ,,�, ., STRAP AT EA,. TRUSS - 1310 y lid x 1-1/2' CMU WALL FACE OF BLOCK TRUSS OR BEAM 1%2" � 800 00d x FROM FACE OF B16I6K LL N LL. TO STRAP FROM AT EA. FLOOR TRJSS - FILL ,ALL NAIL HOLES CMU WALL SIMPSON "HETA20" ANCHOR FACE OF BILK. WALL w�0 4" DIMENSION TO AT 24" J.C. MAX. - PROVIDE ``, OLID 2x4 VERT. BLKG. BTWN. TRUSS TOP PERPENDICULAR TO CMU WALL STRAP FROM FACE & BCT. CHORDS FOR NA,lING TYPICAL CAL TRUSS TO UPLIFT STRAP CONNECTION OF BILK. WALL FILL ALL NAIL HOLES BLOCK WALL CONNECTION TYPICAL FLR. TRUSS I BEAM 12 PARALLEL TO CMU WALL '` 2 ��' H 12 UPLIFT STRAP CONNECTION UNLESS OTHERWISE NOTED ON THE PLAN 16" DF. FLOOR CONC. BLOCK TRESSES Wi'' MID WALL j SPAN BRG.=FILL ALL NAl HOLES CONNECT HANGER `0 CMU 'R.AL'_ 'Wi' +61 1/4"x2'-,[,/2'' SIMPSON "TITEPJ CONC. SIMPSON "HETA20" HD BLK. AT EA. FLR. TRUSS - WALL FILL ALL NAIL HOLES FLAT GIRDER TRUSS r�\ T HANG 0 CMU WALL ER CONNECTION r , 5 FLR. TRUSS TO CMU WALL 12 STRAP CONNECTION MID SPAN BEARING CONDITION 1-1-OOR TRUSSES AT 24" O.C. MAX. -7 _T 2x4 CONT. RIM BOARD 00 AT TOP & BOT. CHORD CONNECT TO EA. FLP,. PRE -ENGINE RED ROOF "HETA20" STRAP' TRUSS OR CONV. / TRUSS W'/ (4)164 NAILS MAILING SCHEDULE FRAMED RAFTER -�, UPLIFT OF NAILS �- SETBACK FACE OF SIMPSON "NETA2VALUE REOUIRED0" TRIM BOARD 1/2" FROM ,,�, ., STRAP AT EA,. TRUSS - 1310 y lid x 1-1/2' CMU WALL FACE OF BLOCK NAILS PER SCHEDULE 1200 (6)10d x 1-1/2" � 800 00d x 2" MIN. DIMENSION SIMPSON "HETA20" ANCHOR LL N LL. TO STRAP FROM AT EA. FLOOR TRJSS - FILL ,ALL NAIL HOLES LU FACE OF BILK. WALL w�0 TYPICAL FLR. TRUSS 1 BEAM ``, -CMU WALL PERPENDICULAR TO CMU WALL TYPICAL CAL TRUSS TO UPLIFT STRAP CONNECTION � BLOCK WALL CONNECTION " UNLESS OTHERWISE NOTED ON THE PLAN 12 ` UNLESS OTHERWISE NOTED ON Td - UPLIFT UPLIFT LOAD REOUIREMENTS OBTAINED FROM SEALED H ENCINEERING DRAWINGS FROM TRJSS MANUF. 1st STY. FRAMING PLAN FRAMING PLAN NOTES: 1. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 2. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 3. INDICATES #2 SYP OR BETTER 2x4 BLKG. AT 48" O.C. BTWN. TRUSS BOT. CHORDS ®W/ (2)-16d COMMONS TOE -NAILED EA. SIDE. (TYP. AT 1ST (4) TRUSS BAYS AT ALL GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN) 4. ALL OVERHANGS TO BE 12" UNLESS OTHERWISE NOTED ON FRAMING PLAN OR ELEVATIONS. 5. PROVIDE MIN. (2)-10d TOE -NAILED COMMONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP PLATE AT ALL FRAME BRIG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) 6. ALL INTERIOR FRAME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REO'D.) 7. FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13" DP. GIRDER TRUSS OR BEAM. 8. IST STY. OR 2ND STY. PLUMBING WALL, TOILET, OR FLOOR FITTING. 9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENING AT CENTER OF SPAN 10.PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD. 11, PROVIDE 2x4 LEDGER AS REO'D. FOR FLOOR DECK NAILING. 12.ALL GIRDERS SHOWN SINGLE PLY. FOR CLARITY - SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF PLIES. 2x4 X BRACING AT 2x4 BOX FRAME AT 43" O.C. MAX, W/ OSB 48" O.0-1TRUSS BAYS - UR 3d NAILS AT 6" O.C.) AT FIRST ;2? TRUSS TRUSSES PER PLAN. ,CONNEn EA. END BAYS -CONNECT EA. CORNER W;' ;2j10d �k,' W/ (21104 TOENAILS TO NAILS7 A B O D E X16" OF. GABLE END FLR. TRUSS OR 16" DP. LAM. BEAM PER PLAN ?� —SETBACK. FACE OF RIM 1L BOARD I,L" FROM FACE OF BLOCk CONC. BLOCK, WALLALTERNATE TYPE "A" = 71'-4" -PROVIDE SIMPSON "HETA2G" ANCHOR AT TYPE °B" - 5'-4" 4" DIMENSION TO STRAP % IERT� C. MAX. - P O SS SOL'6 '0 BRACING BTWN. TYPE "� - 4 8„ FROM FACE OF BLK. WALL CHORDS FOR NAILING FILL ALL NAIL FLR. TRUSSES 6' TYPE "D" - - -0" HOLES TYPE 'E" - 4' O' PERIMETER WALL DETAIL SPAN PER TYPE \12;` TRUSSES PARRALLEL TO WALL 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.) v, W W W W 0 U Lu LATEST REVISION DATE TO MASTER: 12-14-10 � r � =� O 00 0 F- I..L. 1*--_ O cc T • W N> W 0 W —..1 W DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mll HOMES FOR CLARIFICATION! 12 of 14 M/I ORLANDO O 00 Z o0 z � `0o�LL c � � W W �=U� Q = Qw�o U C-)Ma,� Q � O� LL N LL. LU Q w�0 O � z O H � r � =� O 00 0 F- I..L. 1*--_ O cc T • W N> W 0 W —..1 W DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mll HOMES FOR CLARIFICATION! 12 of 14 M/I ORLANDO O 00 � o0 z � `0o�LL c � � W W �=U� Q = Qw�o U C-)Ma,� I..L O M J U. , J Q LL N LL. W cd Q � r � =� O 00 0 F- I..L. 1*--_ O cc T • W N> W 0 W —..1 W DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mll HOMES FOR CLARIFICATION! 12 of 14 M/I ORLANDO INDICATES AREA WITH 1116" FIRE RETARDANT TREATED INDICATES AREA WITH 7116}I FIRE RETARDANT TREATED WOOD ROOF SHEATHING - A' All AAIAIIIAI IAA rA ninr nr e%rnA nAY1^L1 IAJA � , WOOD ROOF SHEATHING- E K.O. BLOCKS #5 0 EA. COURSE '8" x 4" TITEN HD x 2 1;12"SDS SCREWS R 1,,,,, LGUM410 HANGER #7 GIRDER TRUSS 1CONNECTION DETAIL e:\DMI-MI-ORL\WEEKLY\110131\RV 185-91\Sheets\9 2n Framing Plan.dwg SIMPSON "H-10" PE AT EA. TRUSS - FILL ALL HOLES WITH 8d x 1 112" NAILS (11 "H-10" STRAF FOR UPLIFTS UP TO 850 LBS. (2 "MTS12" STRAPS FOR UPLIFTS BTWN. 860 ,AND 1720 LBS. ADD'L. STRAP TO BE INSTALLED ON OPPOSITE SIDE OF TRUSS / LPREENGINEERED ROOF ✓/ TRUSS OR CONV. FRAMED RAFTER CONT. DBL �� FRAME BEARING WALL; 2x TOP PLATE J BEAM, OR GIRDER TRUSS TYPICAL TRUSS TO FRAME WALL BEAM, OR FLAT GIRDER TRUSS UPLIFT STRAP CONNECTION I UNLESS OTHERWISE NOTED ON THE PLAN ' SEF TYPICAL WALL SECTION FOR PLATE TO STUD CONNECTION UPLIFT LOAD REQUIREMENTS OBTAINED FROM SEALED ENGINEERING DRAWINGS FROM TRUSS MANUF. Roof Girder Connector Schedule Plan Connector Max.Max. Uplift Gravity Mark Manuf. Model No. Q Load Load Fasteners / Remarks 1 SIMPSON MTS12 2 1720 (14) 10d x 1-1/2" EA. 2 SIMPSON LGT2 1 1785 (14) 16d SINKERS AT WALL (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 6 - TITEN 1/4" x 2 3/4" TO CMU 4 1 O x 1 1/2" TO TRUSS 5 SIMPSON HU28-2 1 1085 4350 121- TITEN 1/4" x 2 3/4" TO CMU 6 10d TO TRUSS 6 AMPSON HU410 1 1810 5085 1§)_- TITEN 1/4" x 2 3/4" TO CMU 10 10d TO TRUSS 7 SIMPSON LGUM410 1 3575 96208L TITEN HD 3/8" x 4" TO CMU 8 1/4" x 2 1/2" SDS SCREWS 8 SIMPSON HTT16 1 3480 1)5/8" DIAM. BOLT TO CMU OR---------- -- ---- (11�16dTO STUD MSTCM40 1 3300 8L TITEN 1/4" x 2 3/4" TO CMU 22 16d SINKERS TO STUD 2nd STY. FRAMING PLAN FRAMING PLAN NOTES: 1. PERMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED SHALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 2. ALL TRUSS TO TRUSS CONNECTORS SHALL BE THE RESPONSIBILITY OF TRUSS MANUFACTURER. 3. ® INDICATES #2 OR BETTER 2x4 BLK'G. AT 48" O.C. BTWN. TRUSS BOT. CHORDS W/ (2)-16d COMMONS TOE -NAILED EA. SIDE. (TYP. AT 1ST (4) TRUSS BAYS AT ALL GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN) 4. ALL OVERHANGS SHALL BE 12" UNLESS NOTED OTHERWISE ON FRAMING PLAN OR ELEVATIONS, 5. PROVIDE MIN. (2)-10d TOE -NAILED COMMONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP PLATE AT ALL FRAME BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) 6. BEARING WALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.) 7. FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAM. 8. 1ST STY. OR 2ND STY. PLUMBING WALL OR TOILET FLOOR FITTING. 9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENING AT CENTER OF SPAN 10. PROVIDE 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.) U) Uj w LU 0 U LU LATEST REVISION DATE TO MASTER: 12-14-10 M O F_ wk to U o0o Z' F- co tO W O Q I_ CD C13 LO LLJ U M rn _ O "1 Z o __ C LL W N LL 0 m 9 OR w b W 0C/)._1 U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mll HOMES FOR CLARIFICATION! 13 of 14 M/I ORLANDO Deggn NIL U905 Be&AM9 I -2 HR. llIg bdin2 NR ,fig+• � ",N� �p' �� .:+• �- •..�• •.�.• ,• #,�"� �; *� # "�- 00 erx• ■ • - 1# ftr=Bk 9ACb*—WrkNs desiV& C ssiffi cation 0-2 (2 #v). tan 2-1/4 *-" by 3-1/2.put c f wd Id thm (by, cmrt Mme). � Oft s cared 39 Ind Cmist or*Mhr -to a *04 -i -P V11114 plow of shlow not be scan the A" awau hwdng to adWwo a r CM mMad vth tum *40. %am c, w or Aels loin vmceu)t wow FarrommWN&v L --- t 1-1/2 Mi. thkk XMIP 4 #t wW •-Thamw - FORM & POUR RAKED TIE BEAM �\ 4 ` (1)15 BAR CONT.W/ a ` 2" CLEARANCE TYP. a • cb STEP BLOCK WALL AS REQUIRED TO d MAINTAIN MIN. 8" DEPTH FOR a RAKE TIE BEAM I i n **,d n d 0° LONG #5 BAR 2" CLEARANCE FROM BOT. OF OVERHANG 10 1/2 °d "3 ° a BEND BAR ENDS TO TIE TOGETHER i d ' i Ji SAWCUT OUT BLOCK i END CELL FACE TO INCREASE POUR DEPTH AT CENTER OF WALL i AT OVERHANGS 1-- 8x8x16 CONC. KNOCKOUT BLK. COURSE BOND BEAM FILL SOLID W/ CONC. & (1)#5 BAR CONT. 8x8x16 BLOCK WALL PER PLAN VERTICAL REINFORCED BLOCK CELL - FILL SOLID W/ CONC. & (1)#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM 8 RAKE TIE BEAM DETAIL. 14 3/4"=l'-0" INDICATES FORMED AND POURED INDICATES FORMED AND POURED RAKE TIE -BEAM MIN. 8" OP. RAKE TIE -BEAM MIN. 8" OP. W/ 1#5 BAR CONI ' =a• W/ 1#5 BAR CONT. a •' °.. <d. G SEE PLANS FOR LOCATION OF SPRING POINT 12 A. G VERTICAL REINFORCED BLOCK CELLS - 12 SPRING POINT FOR 5:12 SLOPE FILL SOLID W CONC. & 1 5 BAR CONT. 5 FOR 5:12 SLOPE RAKE TIE BEAM 2._0» 5 � / # a FROM FTG. TO TOP OF RAKE TIE BEAM 2'-0" RAKE TIE BEAM • d. • a - p FORMED & POURED INDICATES SINGLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE OVERHANG BOND BEAM -FILL SOLID W/ CONC. & 1#5 BAR CONT. FORMED & POUREDOVERHANG co co I � o co INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - ALL SOLID W/ CONC. & 2#5 BARS CONT. BOND BEAM - ALL SOLID W/ CONC. & 215 BARS CONT. of I I of I o TOP OF SLAB +0'-0" (REF. ELEV TOP OF SLAB +0'-0" (__4� SEPARATION WALL ELEVATION BTWN. UNITS "D" & "C" FROM LEFT SIDE e:\DMI-MI-ORL\WEEKLY\110131\RV 185-91\Sheets\14 Separation Walls.dwg SIDE TO SIDE 5:12 SLOPE TO TOP OF RAKE TIE BEAM � 5 a a• 11'-1 15/32" 2'-4 1/8' 4 SEE PLANS FOR LOCATION OF ° VERTICAL REINFORCED BLOCK CELLS - SPRING POINT 12 ALL SOLID W/ CONC. & 1#5 BAR CONT FOR 5:12 SLOPE 5 FROM FTG. TO TOP OF RAKE TIE BEAM RAKE TIE BEAM 2'-0" I • e L! LC LL /1 /��L/L L! L! LL LL /��L/L L! �Gl LL /��L/LL! L! Ld �/ i FORMED & POURED OVERHANG 00 I 0 I 00 INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 215 BARS CONT. TOP OF SLAB +0'-0" (REF. ELEV. co I , co 12 INDICATES FORMED AND POURED 5 RAKE TIE -BEAM MIN. 8" DP. W/ 1#5 BAR CONT. d e 4. S-4" _117 - INDICATES SINGLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - ALL SOLID W/ CONC. & 1#5 BAR CONT. co 1c,C:> SEE PLANS FOR LOCATION OF c VERTICAL REINFORCED BLOCK CELLS - cn FILL SOLID W/ CONC. & 1#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM o INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM -FILL SOLID W/ CONC. & 2#5 BARS CONT. SEE PLANS FOR LOCATION OF VERTICAL REINFORCED BLOCK CELLS - FILL SOLID W/ CONC. & 1#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM TOP OF SLAB +0'-0" (_T`� SEPARATION WALL ELEVATION BTWN. UNITS "G" & "I'll AND "B" VAll FROM LEFT SIDE SPRING POINT FOR 5:12 SLOPE RAKE TIE BEAM . e FORMED & POURED OVERHANG 0 I co INDICATES FORMED AND POURED a a INDICATES FORMED AND POURED RAKE TIE -BEAM MIN. 8" OP. W/ 1#5 BAR CONT. 44 •4 RAKE TIE -BEAM MIN. 8" DP. a W/ 11.5 BAR CONT. •A. SEE PLANS FOR LOCATION OF 4 VERTICAL REINFORCED BLOCK CELLS - 12 •> FILL SOLID W/ CONC. & 1#5 BAR CONT. 12 SPRING POINT 5 FROM FTG. TO TOP OF RAKE TIE BEAM5 FOR 5:12 SLOPE RAKE TIE BEAM �. • 2'- 0' e 1T111 T1T1T111 T1T111 ZlT1T1 T1T1T111 T1T1T111 INDICATES SINGLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE FORMED &POURED BOND BEAM - ALL SOLID W/ CONC. & 115 BAR CONT. OVERHANG INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. TOP OF SLAB +0'-0" (REF. ELEV. �I co I I o� co INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. TOP OF SLAB +0'-0" (REF. ELEV. O co �_2� SEPARATION WALL ELEVATION BTWN. UNITS "F" & "Ell AND "C" & 111311 FROM LEFT SIDE ) I " SPRING POINT FOR 5:12 SLOPE RAKE TIE BEAM 2'-0" FORMED & POURED OVERHANG 0 I co INDICATES FORMED AND POURED SIDE TO SIDE RAKE TIE -BEAM MIN. 8" DP. INDICATES FORMED AND POURED 5:12 SLOPE TO TOP OF W/ 1#5 BAR CONT. RAKE TIE BEAM RAKE TIE -BEAM MIN. 8" OP. W/ 1#5 BAR CONT. vd 7'-5 13/16° 9'-11 1/4" A d —+—-------'— o-------- a ---��°—.ra1=--. SEE PLANS FOR LOCATION OF Q 12 VERTICAL REINFORCED BLOCK CELLS - SPRING POINT 5 FILL SOLID W/ CONC. & 1#5 BAR CONT. FOR 5:12 SLOPE FROM FTG. TO TOP OF RAKE TIE BEAM 2'-0 RAKE TIE BEAM 9. � T111 T1T1T111 T1T111 T1T1i���i.�T1.11Tlll T1T1Tlll�lr/T/T/ INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. TOP Of SLAB +0'-0" (REF. ELEV. INDICATES SINGLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT. INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM -FILL SOLID W/ CONC. & 2#5 BARS CONT. TOP OF SLAB +0'-0" (REF. SPRING PONT FOR 5:12 SLOPE RAKE TIE BEAM 'FORMED & POURED OVERHANG �I00 FORMED & POURED OVERHANG 0 co I ; a, 5'-10" SPRING POINT FOR 5:12 SLOPE N12 RAKE TIE BEAM . �5 �a FORMED & POURED OVERHANG INGLE 8x8xi6 CONC. a, M KNOCKOUT BLOCK COURSE co BOND BEAM - FILL SOLID W/ CONC. & 115 BAR CONT ('3 SEPARATION WALL ELEVATION BTWN. UNITS "E" & "D" FROM LEFT SIDE (REVERSE A "C" & "B" LATEST REVISION DATE TO MASTER: 12-14-10 0(0-) U LL W W 2 O r 0 V 0010 cflow w� 2H �0�� Q = Q w o aV a'M C4 ch O LL c w N LL Q r � tb � r r O 00O ca LLI LL W H 0 J DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! U r w W 2l U) 0 w 14 of 14 M/l ORLANDO H Z Q U� W w �O Z Z O r 0 V 0010 cflow w� 2H �0�� Q = Q w o aV a'M C4 ch O LL c w N LL Q r � tb � r r O 00O ca LLI LL W H 0 J DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! U r w W 2l U) 0 w 14 of 14 M/l ORLANDO PRODUCT APPROVAL SCHEDULE STUD SIZE, MATL, MAX. AND O.C. SPACING HT. STUD SIZE, MATL., AND O.C. SPACING MAX. HT. 2x4 SPF AT 16' O.C. 6'-6" 2x6 SPF AT 16' Q.C. 10'-O" STATE OF 2x6 SPF AT 12" O.C. 11'-6' 2X4 SYP AT 16' O.C. 9'-0" 2x6 SYP AT 16" O.C. FLORIDA 2x4 SYP AT 12' O.C. 10'-4" SUB -CATEGORY MANUFACTURER DESCRIPTION APPROVAL NUMBER FFLOR11A ROOFING SOFFIT CONNECTOR CONNECTOR CONNECTOR CONNECTOR SIMPSON STRONG -TIE CO.'H' G-TIE CO. G -TIE CO. G -TIE CO. ESIMP�ONN SERIES HURRICANE TIES L SERIES ANGLE CLIPS AB SERIES POST BASES ABU SERIES POST BASES FL474 FL474 FL474 FL474 CONNECTOR G -TIE CO. 'PC' SERIES POST CAPS FL474 CONNECTOR NG -TIE CO. "EPC' SERIES POST CAPS FL474 CONNECTOR SIMPSON STRONG -TIE CO. HUC SERIES HANGERS CONNECTOR SIMPSON STRONG -TIE CO. 'HUS' SERIES HANGERS CONNECTOR SIMPSON STRUNG -TIE CO. "HHUSC' SERIES HANGERS CONNECTOR SIMPSON STRONG -TIE CO. LUS' SERIES HANGERS CONNECTOR SIMPSON STRONG -TIE CO. LSTA SERIES FLAT STRAP TIES CONNECTOR SIMPSON STRONG -TIE CO. MTS SERIES TVAST STRAPS CONNECTOR SIMPSON STRDNG-TIE CO. MTSM SERIES TWIST STRAPS FL1218 FL474 FL474 FL474 FL1901 FL474 FL1423 CONNECTOR SIMPSON STRONG -TIE CO. SP SERIES STUD PLATE TIES CONNECTOR SIM -90N STRONG -TIE CO. SPH" SERIES STUD PLATE 11ES CONNECTOR SIMPSON STRONG -TIE CO. 'LTP' SERIES PLATE TIES CONNECTOR SIMPSON STRONG -TIE CO. LTA SERIES TRUSS ANCHORS CONNECTOR SNAPSON STRONG -TIE CO. HETI SERIES TRUSS ANCHORS CONNECTOR SIMPSON STRONG -TIE CO. 'HGT" SERIES GIRDER TTEDOWNS FL474 FL538 FL474 FL1423 FL1901 FL474 CONNECTOR SIMPSON STRONG -TIE CO. MG SERIES GIRDER TIEDOWNS CONNECTOR SIMPSDN STRONG -TIE CO. LGT SERIES GIRDER TIEDOWNS CONNECTOR SIMPSON STRONG -TIE CO. 'HTT" SERIES TENSION TIES CONNECTOR SIMPSON STRONG -11E CO. HD SERIES HOLDDOWN ANCHORS CONNECTOR SIMPSON STRONG -TIE CO. PHD SERIES HOLDDOWN ANCHORS CONNECTOR UNITED STEEL PRODUCTS LPTA SERIES TRUSS ANCHORS CONCRETE LINTEL LOTT CONCRETE PRODUCTS PRECAST LINTEL BEAM SECIONS CONCRETE LINTEL WEKIWA CONCRETE PRODUCTS PRECAST LINTEL BEAM SECIONS ENGINEERED WOOD TRUSS -JOIST LAMINATE BEAMS & COLUMNS ENGINEERED WOOD GEORGIA PACIFIC LAMINATE BEAMS & COLUMNS ENGINEERED WOOD BOISE CASCADE LAMINATE BEAMS & COLUMNS ASPHALT SHINGLES CERTAINTEED FIBERGLASS LAMINATED SHINGLES ROOF TILE MONIER CONCRETE ROOF 11LE ROOF TILE HANSON CONCRETE ROOF TILE ROOF TILEHANSON CONCRETE ROOF TILE ALUMINUM SOFFIT K Y AN L 1 D ALUM SOFFITS FL1423 FL1423 FL503 FL503 FL503 FL859 FL1441 FL1418 FL1630 FL2023-RI FL1644-RI FL5444 F -560 -RI FL3505-RI FLM -RI VL4431 o 1 O x 3"L. EXTERIOR DOORS SLIDING SLIDING FLORIDA EXTRUDER - MILESTONE SIMONTON ALUM. SLIDING GLASS DOORS ALUM. SLIDING GLASS DOORS FL53502 2 016' O.C. 2x8 (2) 1 O x 31 SWINGING SWINGING SWINGING SECTIONAL MASONITE MASONITE MASONITE CLOPAY BUILDING PRODUCTS CO. FIBERGLASS ENTRY DOOR FIBERGALSS PANEL DOORS FIBERGLASS FRENCH DOORS RESIDENTIAL SECTIONAL GARAGE DOOR FL4668 FL4668 FL4668 FL3026-RI -WINDOWS SINGLE HUNG HORIZONTAL SLIDER FLORIDA EXTRUDER - MILESTONE-ALUMINUMU FLORIDA EXTRUDER - MILESTONE ALUMINUM HORIZONTAL SLIDING WINDOW FL42 FL43R2 FIXED FLORIDA EXTRUDER - MILESTONE ALUMINUM FIXED GLASS WINDOW MUWONS FLORIDA EXTRUDER - MILESTONE ALUMINUM EXTRUSION IXED GLASS BLOCK PITTSBURG CORNING CORP. GLASS UNIT MASONRY INSTALL W1 MORTAR FL44R2 FL3136-RI FL1363 INSTALL WDW./DOOR SCREW DRYWALL ANCHOR INTO BUCK PER INSTALLATION DETAILS SINGLE HUNG HORIZONTAL SLIDER SIMONTON WINDOWS SIMONTON WINDOWS ALUMINUM SINGLE HUNG WINDOW ALUMINUM HORIZONAL SLIDING WINDOW FL5459 FL5458 FIXED SIMCNTON 1WNDOWS ALUMINUM FIXED GLASS WINDOW FL5460 r-, .�I e:\DMI-MI-ORL\WEEKLY\110131\RV 185-91\Sheets\Detail Sheets\D1 Detail Sheet.dwg HEIGHTS OF #2 STUDS EXTERIOR FRAME WALLS ONLY - EXPOSURE C STUD SIZE, MATL, MAX. AND O.C. SPACING HT. STUD SIZE, MATL., AND O.C. SPACING MAX. HT. 2x4 SPF AT 16' O.C. 6'-6" 2x6 SPF AT 16' Q.C. 10'-O" 2x4 SPF AT 12" O.C. 7'-6' 2x6 SPF AT 12" O.C. 11'-6' 2X4 SYP AT 16' O.C. 9'-0" 2x6 SYP AT 16" O.C. 13'-6" 2x4 SYP AT 12' O.C. 10'-4" 2x6 SYP AT 12" O.C. 15'-0' -- FOR INTERIOR BEARING WALLS: 2x4 SPF AT 16' O.C. - MAX. WALL HT. 11'-1" O.C. 2x4 SPF AT 12" O.C. - MAX. WALL HT. 12'-3' O.C. 2x6 SPF AT 16' O.C. - MAX. WALL HT. 17'-9" O.C. -- FOR ALL FRAME BEARING WALLS OVER 10' HIGH, PROVIDE SOLID 2x BLOCKING AT 4'-0" O.C. MAXIMUM TAPCON INSTALLATION ANCHOR CHART FOR BLOCK OPNGS. W/ BUCKS 1 1/2" THICK OR GREATER WIDTH WIDTH WIDTH WIDTH SIZES NOTED ON PLANS TO SUPERCEDE 24" O.C. 8" D FEF D D E D D E D MAX. MAX. q 8„ A 8" A FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF 2 r C MAX. C AX. C= J B B B w = C WDW. C WDW. mWDW. C SCID OR OPNG. A OPNG. OPNG. A Q EXT. DOOR A SILL MULL SILL MULL / / = N OPNG. SINGLE WDW. OR MULTIPLE SIDE (4) PLYS STACKED WDW. BY SIDE WDWS. PER ROW W/ MULL BTWN. © W/ MULL BTWN. © Q O I 00 WDW. OPNG. LOCATIONS WDW. OPNG. LOCATIONS HEIGHT IN HEAD © WIDTH IN HEAD (D EXTERIOR DOOR OPENINGS ..n niur.Ic'Insl UP TO 40" A UP TO 40" D 40.01" TO 60" A , B 40.01- TO 60" D , E 60.01" TO 80" A , C 60.01" TO 80" D , F 80.01" TO 100" A , B , C 80.01 TO 100 D , E , F 1. 1. LOCATIONS PLK INUIVIUUAL vvuvv, urlvU ullHuv3IUIN NUI wIULLLU � 2. MAXIMUM ALLOWABLE SPACING BTWN, TAPCON ANCHORS TO BE 24" Q.C. 2x HDR. PLATE OR EXTERIOR WD. HDR. SHEATHING 2 LAYERS OF 7/16" O.S.B. OR (1) LAYER OF 3/4' PLYWD. CONNECT W/ (2)8d NAILS AT 16" D.G. BUILT UP WOOD HDR. OR 2x HDR. PLATE EXTERIOR SHEATHING L ATTACH WDW.IDOOR PER MANUF. SPECIFICATIONS SILL / JAMB / HEAD 2x CRIPPLE STUDS AT 16" O.C. BTWN. SILL PLATE & BOT. PLATE OR HDR. & HDR. PLATE iDR. OR SILL PLATE IDR. JACK FRAME WALL OPNG. WDW.IDOOR DETAILS GROUT BLOCK SOLID AS SHOWN - EXTEND GROUT CONTINUOUS TO THE NEAREST REINFORCED CELLS BEYOND THE LOCATION OF THE MAXIMUM 2" BLOCK OVERHANG (FILL TO BOTTOM OF WINDOW SILL AT LOCATIONS WHERE SILL IS LESS THAN 2'-0" ABOVE TOP OF SLAB) OVERHANGING BLOCK REPAIR DETAIL FASTENER SCHEDULE FOR 00 • BUILT UP STUD COLUMNS SIZES NOTED ON PLANS TO SUPERCEDE a N STAGGERED UNLESS OTHERWISE NOTED. THIRD AND EXT. FACE FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF 2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL 100 BE 2 1/2' AND MINIMUM EDGE DISTANCE SHALL BE 1'. STUD # OF NAILS NUMBER OF PLYS ' O (3) PLYS (4) PLYS SIZE PER ROW 2x4 (1) O I 1 O x 31 A N 2 O, I g • S-6" BOLT 016" O.C. • p a o 1 O x 3"L. 10d x 3"L. , , i THICKNESS - CONNECT W/ OR CMU JAMB O. ° g 2 016' O.C. 2x8 (2) 1 O x 31 4 2" TAPCON LENGTH MUST BE BUCK / BLOCK GROUT BLOCK SOLID AS SHOWN - EXTEND GROUT CONTINUOUS TO THE NEAREST REINFORCED CELLS BEYOND THE LOCATION OF THE MAXIMUM 2" BLOCK OVERHANG (FILL TO BOTTOM OF WINDOW SILL AT LOCATIONS WHERE SILL IS LESS THAN 2'-0" ABOVE TOP OF SLAB) OVERHANGING BLOCK REPAIR DETAIL TAPCON PER i 3/4 FASTENER SCHEDULE FOR SCHEDULE BUILT UP STUD COLUMNS SIZES NOTED ON PLANS TO SUPERCEDE VERTICAL SPACING OF FASTENERS AT 8' O.C. N STAGGERED UNLESS OTHERWISE NOTED. THIRD AND EXT. FACE FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF 2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL 100 BE 2 1/2' AND MINIMUM EDGE DISTANCE SHALL BE 1'. STUD # OF NAILS NUMBER OF PLYS (2) PLYS (3) PLYS (4) PLYS SIZE PER ROW 2x4 (1) 10d x 31 1 O x 31 1 O X 31 OR 1/2" DIAM. 7'-6" 2 2nd FLOOR ONLY S-6" BOLT 016" O.C. 2x6 (2) 1 O x 3"L. 10d x 3"L. 10d X 3"L. OR 1/2' DIAM.BOLT THICKNESS - CONNECT W/ OR CMU JAMB 3'-0" 2 016' O.C. 2x8 (2) 1 O x 31 tOd x 31 10d X 31 OR 1/2' DIA. BOLT TAPCON LENGTH MUST BE BUCK / BLOCK 0 16" O.C. CEMENT FINISH IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER 1 i/4" EMBEDMENT INTO WITH 1/2" DAM. THRU-BOLTS AT 16' O.C. VERTICALLY WITH THE SAME NUMBER OF BOLTS PER ROW AS NAILS TAPCON PER i 3/4 COMPONENT EFFECTIVE AREA SCHEDULE MIN. �Q SIZES NOTED ON PLANS TO SUPERCEDE 30 N 50 EXT. FACE HEADER SIZE (2)10d x 1 1/2' AT 24" O.C. FOR BUCK BUILT UP OF BLOCK 100 (2)2x8 TO 2 1/2" THICK PROVIDE 2x P.T. AGAINSTOR (2)8d x 2 1/2' AT 24" BLOCK FOR BUILT UP BUCKS O.C. FOR BUCK BUILT UP 2" THICK OR MORE BUILT UP BUCK DETAIL 21/2' THICK OR MORE THICKNESS 11/2" OR GREATER 2 5'-4" 2 MIN. 2 1/2" WIDE BUCK - PRECAST CONC. 7'-6" 2 2nd FLOOR ONLY S-6" MAXIMUM 2 3/4' BUILT UP LINTEL ABV. OPNG. 2 5'-5' 2 6'-3" THICKNESS - CONNECT W/ OR CMU JAMB 3'-0" 2 3'-10° 2 3/16" DIA. TAPCONS. CAULK BTWN. �7 3 TAPCON LENGTH MUST BE BUCK / BLOCK SUFFICIENT TO ACHIEVE MIN. CEMENT FINISH 1 i/4" EMBEDMENT INTO OVER BLOCK BLOCK JAMB / HEAD INSTALL WDW./DOOR SCREW DRYWALL ANCHOR INTO BUCK PER INSTALLATION DETAILS HEAD/JAMB FOR BUCK THICKNESS 1112" OR GREATER INSTALL WDW./DOOR TAPCON PRECAST CONC, ANCHOR INTO BLOCK PER LINTEL ABV. OPNG. INSTALLATION DETAILS OR CMU JAMB MIN. 2 1/2" WIDE BUCK - CAULK BTWN. MAXIMUM BUILT UP BUCK / BLOCK THICKNESS MUST BE LESS THAN 1 1/2' CONNECT W/ SPIRAL NAILS AT 16" O.C. CEMENT FINISH OVER BLOCK DRYWALL HEAD/JAMB FOR BUCK THICKNESS LESS THAN 11/2" CEMENT FINISH ATTACH WDW./DOOR PER OVER BLOCK MANUF. SPECIFICATIONS PRECAST ILI CONC. SILL SILL ' BLOCK WALL OPNG. WDW./DOOR BUCK DETAILS ALL WINDOWS AND WALK DOORS SHALL HAVE A MAX. DESIGN PRESSURE OF 34.7 PSF. PRESSURE BASED ON MINIMUM COMPONENT EFFECTIVE AREA OF 10 S.F. - PRESSURES MAY BE REDUCED FOR THE ACTUAL EFFECTIVE WDW./ DOOR AREA AS STATED ON "COMPONENT AND CLADDING MIN. DESIGN WIND LOAD PRESSURE" CHART ON THIS SHT. ALL BLK. CELLS ABV. LINTEL 2x6 P.T. FROM BOT. OF LINTEL TO TO BE CONC. FILLED TOP OF WALL - CENTER ON OPNG. PRECAST LINTEL PER PLAN FASTEN TO BLOCK W/ 1/2' J -BOLT ACROSS OPNG. W/ 2" SQ. WASHER 2x6 OR 20 P,T. W/ CONC. NAILS Al 12' O.C. ACROSS TOP OF OPNG. 4' MIN. EXTEND JAMB 14' MIN. EDGE 2x6 P.T. BUCK AT GARAGE DOOR JAMBS FASTE TO BLOCK W/ 112" DIA. X 6" J -BOLTS AT 24" O.C. MAX. W/ 2 SQ. WASHERS AT EA. SIDE OF OPNG. GARAGE DOOR MASONRY OPENING GARAGE DOOR DETAIL DESIGN LOADS: EXP. "C" 8'-0" W. DOOR +32.5 PSF & -41.0 PSF 16'-0" W. DOOR +30.8 PSF & -37.7 PSF EXP. "B" 8'-0' W. DOOR +23.2 PSF & -29.3 PSF 16'-0" W. DOOR +22.0 PSF & -26.9 PSF WOOD HEADER SCHEDULE COMPONENT EFFECTIVE AREA MAXIMUM CLEAR SPAN FOR LOAD BEARING FRAME WALLS 15 SIZES NOTED ON PLANS TO SUPERCEDE 30 VALUES SHOWN ON THIS SCHEDULE 50 HEADER LOAD HEADER SIZE 80 90 100 (2)2x8 NJ (2)2x10 NJ (2)2x12 NJ CONDITION ROOF ONLY r(2E)2x6NJ 2 5'-4" 2 6'-8" 2 7'-6" 2 2nd FLOOR ONLY S-6" 2 4'-5" 2 5'-5' 2 6'-3" 2 2nd FLOOR & ROOF 3'-0" 2 3'-10° 2 4'-8' 2 5-5" 3 "NJ" = MINIMUM NUMBER OF JACK STUDS REQ'D. AT EA. END UNLESS OTHERWISE NOTED ON THE PLAN ALL STRUCTURAL HEADERS TO BE #2 OR BETTER S.Y.P. ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER YC U 0 N CONSTRUCTION NOTES 1, APPLICABLE CODES: - FLORIDA BUILDING CODE 2007 - RESIDENTIAL - FLORIDA BUILDING CODE SUPPLEMENT - RESIDENTIAL 2008 - NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELINGS, NFPA 70A; 2007. 2. SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE BUILDER/ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY CONTRACTOR AS REQUIRED TO SAFELY PERFORM THE WORK. TERMITE PROTECTION 1. TERMITE PRETREATMENT SHALL MAKE USE OF BORA-CARE TERMITICIDE. THE BORA-CARE TERMIIICIDE TREATMENT IS REGISTERED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES AS REQUIERED BY THE FLORIDA BUILDING CODE 2007 - RESIDENTIAL. 2. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY MAY BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES'. FOUNDATION NOTES 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000 PSF. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS OBTAINED PRIOR TO FOOTING PLACEMENT. 2. FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. 3. AS REQUIRED BY THE LOCAL MUNICAPILITY BUILDING DEPARTMENT, A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL ON THE SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONCRETE NOTES 1. CONCRETE STRENGTH SHALL BE 2500 PSI AT 28 DAYS AND IN ACCORDANCE WITH A.C.I. 318-95. 2. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM A615 GRAFE 40. 3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM A185. CONCRETE MASONRY NOTES 1. CONCRETE MASONARY WORK SHALL BE IN ACCORDANCE WITH A.C.I. 530/ASCE 5/TMS 402. 2, CONCRETE MASONARY UNITS SHALL BE IN CONFORMANCE WITH ASTM C90, GRADE N, TYPE II ASTM C140 AND SHALL HAVE A COMPRESSIVE STRENGTH OF 2000 PSI MINIMUM BASED ON THE NET GROSS SECTIONAL AREA. 3. COARSE GROUT SHALL BEIN CONFORMANCE WITH ASTM C476. 4. MORTAR SHALL BE TYPE "M' OR 'S' IN ACCORDANCE WITH ASTM C270. 5. ALL MASONARY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 6. PROVIDE 8" PRECAST CONCRETE LINTELS ABOVE ALL MASONARY OPNGS. ALL LINTEL FOR OPNGS. OVER 5-6" SHALL BE GROUTED SOLID W/ 8" STANDARD BRG. EA. END U.N.O. (4" MIN. BEARING REQ'D.) PRE-ENGINEERED WOOD TRUSSES 1. ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN SPECIFICATONS FOR STRESS -GRADE LUMBER AND ITS FASTENERS' AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 2. THE TRUSS MANUF. SHALL VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. ANY DEVIATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO THE ATTENTION OF THE BUILDER/ARCHITECT/ENGINEER PRIOR TO PROCEEDING. TRUSS MANUF. TO SUPPLY ALL TRUSS TO TRUSS HANGERS AND CONNECTIONS. 3. TRUSS MANUF. TO PROVIDE SHOP DRAWINGS ON NEW AND/OR REVISED MODEL PLANS TO BUILDER FOR REVIEW BEFORE FABRICATION, TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSS PROFILES, GRAVITY/UPLIFT LOADS, BRACING MEMBERS, AND TRUSS TO TRUSS HANGERS. 4. ALL PREFAB. WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS AS REQUIRED PER THE FRAMING PLANS. 5. PRE-ENGINEERED WOOD TRUSSES, RAFTERS, AND OTHER ROOF FRAMING MEMBERS SHALL BE SPACED AT 24" O.C. MAXIMUM. 6. RIDGE AND VALLEY SET MEMBERS SHALL BE A NOMINAL DIMENSION OF 2' LARGER THAN RAFTERS. 7. ALL ROOF FRAMING MEMBERS SHALL BE MIN. SYP #2 OR BETTER. COMPONENT AND CLADDING MIN. DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE I'B" COMPONENT LOCATION COMPONENT EFFECTIVE AREA 10 15 20 30 40 50 60 70 80 90 100 ROOF ANGLE > 10'-30' 50.1 47.8 45.4 43.4 41.3 39.3 38.4 37.5 36.5 35.6 34.7 ROOF ANGLE > 30'-45' 30.3 29.7 29.0 28.4 27.8 27.2 26.9 26.7 26.4 26.2 25.9 WALL 34.7 33.6 32.4 31.4 30.3 29.3 28.8 28.3 27.9 27.4 26.9 COMPONENT AND CLADDING MIN. DFSiGN WIND LOAD PRESSURE (PSF) - EXPOSURE "CH COMPONENT LOCATION COMPONENT EFFECTIVE AREA OO 10 15 20 30 40 50 60 70 80 90 100 ROOF ANGLE > 10'-30' 70.1 67.0 63.6 60.8 57.8 55.0 53.8 52.5 51.1 50.0 48.6 ROOF ANGLE > 30'-45' 42.4 41.6 40.6 39.8 38.9 38.1 37.7 37.4 37.0 36.736.3 PER INDICATED DIMENSIONS WALL 48.6 47.0 45.4 44.0 42.4 41.0 40.3 39.6 39.1 38.4 37.7 PRESSURES STATED ON ANY PLAN OR DETAIL SHALL SUPERCEDE VALUES PROVIDED ON THIS CHART. VALUES INDICATED ARE COMPONENT PRESSURES FOR THE MOST STRINGENT ZONE LOAD CASE PER TABLE R301.2 (2) OF FLORIDA BUILDING CODE 2004 - RESIDENTIAL AND 2006 SUPPLEMENT WALL & ROOF FRAMING NOTES 1. WOOD CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION' BY THE NATIONAL FOREST PRODUCT ASSOCIATION. 2. ROOF AND WALL STRUCTURAL SHEATHING SHALL BE SPAN RATED IN ACCORDANCE WITH APA PS 1-83 OR NER-108. NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d COMMON, RING OR SPIRAL SHANK, OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD AND SHANK SIZE EQUIVALENT TO HAND DRIVEN NAILS, OTHERWISE SPACING SHALL BE REDUCED FROM 12" TO 10",8" TO 6", 6" TO 5", 4' TO 3', AND 3' TO 2" IN THOSE APPLICATIONS. 3. ALL EXTERIOR FRAMED WALL STUDS SHALL BE AS NOTED ON PLANS AND A MINIMUM GRADE OF SYP 12 OR BETTER. INTERIOR WALL STUDS SHALL BE A MINIMUM OF S -P -F #2 OR BETTER. 4. WOOD HEADERS PER SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. ALL HEADER MATERIAL TO BE SOUTHERN YELLOW PINE #2 MIN. PROVIDE STRAPS AS REQ'D. PER DETAILS. 5. PROVIDE A BUILT UP OR SOLID SAWN COLUMN UNDER ALL GIRDERS AND BEAMS IN FRAMED WALLS UNLESS NOTED OTHERWISE ON PLANS. A MINIMUM OF (2)2x4 STUDS SHALL BE USED. STRAP MEMBER DIRECTLY TO TOP OF COLUMN AND BOTTOM W/ A MIN. OF SIMPSON SPH4 OR EQUAL AT EACH STUD. PROVIDE BLOCKING TO BEARING WALL BELOW AS REQUIRED. HEAVY HOLD DOWNS MAY BE REQUIRED AT SOME LOCATIONS AS NOTED ON PLANS. 6. END JOINTS IN STRUCTURAL DOUBLE PLATE SHALL BE OFFSET AT LEAST 4'-0". STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. 7. AT EXTERIOR FRAME WALLS, PROVIDE FULL PANEL OF SHEATHING FROM ALL CORNER EDGES. FULL PANEL MUST BE SAWCUT AROUND ANY OPENINGS. SEE DETAILS FOR NAILING REQUIREMENTS. 8, THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE SPECIFIED IN TABLE R602.3(FASTENING SCHEDULE) OF THE FLORIDA BUILDING CODE 2004 -RESIDENTIAL- UNLESS NOTED OTHERWISE. 9. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED LUMBER OR SEPARATED FROM CONCRETE W/ FELT PAPER OR METAL PLATES. 10. ALL NAILS AND BOLTS EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVINIZED. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALL WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 2, UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER PLAN. 3. UPLIFT CONNECTORS AT ROOF TRUSSES SHALL BE BENT OVER TRUSS TOP CHORDS AS REQUIRED AND NAILED PRIOR TO APPLICATION OF ROOF SHEATHING. MISSED STRAPS SHALL BE INSTALLED PER PLAN PRIOR TO SHEATHING INSTALLATION. 4. THE MAXIMUM NUMBER OF FLAT STRAPS (I.E. "HETA20") IN THE TOP BLOCK WALL COURSE AT ANY GIRDER TRUSS SHALL BE (2) STRAPS WITH 8' CLEAR DIMENSION BEFORE NEXT STRAP(S). 5. ALL SPECIFIED CONNECTORS SHALL BE INSTALLED PER CONNECTOR MANUFACTURERS INSTRUCTIONS. 6. NO CONNECTOR SHALL BE BENT IN THE FIELD UNLESS NOTED AS ACCEPTABLE IN THE CONNECTOR MANUF. PRODUCT CATALOG. 7. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTOR SCHEDULE FOR MINIMUM NUMBER OF FASTENERS. 9. MAY SUBSTITUTE HURRICANE STRAP WITH STRAP OF GREATER HOLD DOWN VALUE OR GREATER UPLIFT VALUE IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS INSTALLATION INSTRUCTIONS OR REQUIREMENTS ARE FOLLOWED. STRUCTURAL CRITERIA 1, APPLICABLE CODE: FLORIDA BUILDING CODE 2007 - RESIDENTIAL WIND SPEED - 120 MPH NON -WIND-BORNE DEBRIS REGION, WIND IMPORTANCE FACTOR - (1) ONE, 'ENCLOSED" BUILDING TYPE, EXPOSURE CATEGORY -SEE ROOF PLAN NOTES. 2. INTERNAL PRESSURE COEFFICIENT: +/- 0.18 MAXIMUM MEAN ROOF HT. = 30 FEET GENERAL NOTES 1. DOORS BETWEEN GARAGE AND LIVING SPACE SHALL BE MINIMUM 1 3/8" THICK SOLID CORE WOOD DOORS, 1 3/8" SOLID OR HONEYCOMB CORE STEEL DOORS, OR 20 -MINUTE FIRE RATED DOORS. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2' GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE X GYPSUM BOARD OR ITS EQUIVALENT. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELUN FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR APPROVED EQUAL. 4. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. LATEST REVISION DATE TO MASTER: 12-14-10 U) ui w Lu U) O U Lu 3: W co U oao � z00 �w;fl c� e o p co oc>C=UL ¢w =o U rn M J Z N ch C7�J LJLCj)NLL_ 0 cd r � L0 O 0 00 +�+ W NN 1.L J F_ . w i 0 W 1---=3O W J CI) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! D1 M/1 ORLANDO DBL. 2x P.T. BLOCKING VERT. REINF. CONC. (2)124 NAILS FILLED CELL W/ 1 -15,, -'AT 6 O.C. BRJ n 1/2" EXP. BOLT AT 24" O.C. VERT. (2 3/4" EMBED.) W/ 2 -SQ. WASHER REINF. FILLED TOP BLOCK COURSE II I CONC. BLK. WALL PER TYP. II WALL SECTION VERT. REINF. CONC. FILLED CELL W/ 1 - BAR SIMPSON 'SP2' AT EA. STUD AT EXTERIOR WALLS USE SPH4 (AT INTERIOR BEARING WALLS) ATTACH EXT. SHEATHING TO STUDS PLATES PER STRUC RAL NOTES AT EXT. FRAME WALL TO BLOCK WALL, PROVIDE 2x P.T. W/ V2" EXP. BOLT AT 24' O.C. VERT. (4 EMBED.) W/ 2" SQ. WASHERS PROVIDE 1 1/2" EDGE DISTANCE FOR BOLTS Q N44II N SIMPSON "SP2' AT EA. STUD AT EXTERIOR WALLS (USE SPH4 AT INTERIOR BEARING WALLS) TOP OF SLAB 1 II `V 8. ---J EXT. FRAME WALL TO BLOCK WALL CONNECTION DETAIL APPLICABLE TO ALL EXTERIOR FRAME WALLS ONLY UNLESS OTHERWISE NOTED ON FLOOR PLAN 7/8' CEMENT PLASTER PAPER BACK LATH BUILDING WRAP (TYVEK) WALL SHEATHING PEEL AND STICK MEMBRANE FLASHING ALUMINUM WINDOW FRAME SET IN CONT. BED OF SEALANT, EXTERIOR WINDOW HEAD SCALE: 2" - 1'-0" ALUMINUM WINDOW FRAME SET IN CONT, BED OF SEALANT PEEL AND STICK MEMBRANE FLASHING BUILDING WRAP (TYVEK) WALL SHEATHING PAPER BACK LATH 7/8' CEMENT PLASTER EXTERIOR WINDOW SILL SCALE: 2" - 1'-0" N r 00 0 r e:\DMI-MI-ORL\WEEKLY\110131\RV 185-91\Sheets\Detail Sheets\D2 Detail Sheet.dwg ALUMINUM WINDOW FRAME SET IN CONT. BED OF SEALANT PEEL AND STICK MEMBRANE FLASHING WALL SHEATHING L7/8' CEMENT PLASTER PAPER BACK LATH BUILDING WRAP (TYVEK) EXTERIOR WINDOW JAMB SCALE: 2" - 1'-0" TYVEK OVER 'C' PEEL AND STICK FLASHING AND WINDOW FLANGE TAPE OVER CUT IN TYVEK C PEEL AND STICK DETAIL -------------- - - ----- r I � TOP/BOT. RAILS FOR SOLID NAILING B I I I ( I I I ROOF NAILING PATTERN I I I I I I I I I I I I B START B STRIPS HERE EDGE OF WINDOW FLANGE REFER TO SUBD. SPECIFICATIONS APPLY PEEL AND STICK FLASHING MEMBRANE IN ORDER STARTING AT BOTTOM OF WINDOW AND OVERLAPPING A INDICATED TOP OF CELL FOR FASCIA MATERIAL PROVIDE 2x4 BLKG. BTWN, FLR. SIMPS(0)N "MSTAM24" STRAP W/ SAWCUT APPROX.T2' n A PEEL AND STICK DETAIL BLOCK CELL DETAIL PROVIDE SOLID 2x4 BLKG. BTWN. z 3 4" DIA. x 6' OP. HOLE TOP/BOT. RAILS FOR SOLID NAILING o FOR 5 BAR DOWEL SET IN ROOF NAILING PATTERN m w EPDXY ADHESIVE GROUT SOLID AT REFER TO SUBD. SPECIFICATIONS TOP OF BLK. WALL TOP OF CELL FOR FASCIA MATERIAL PROVIDE 2x4 BLKG. BTWN, FLR. SIMPS(0)N "MSTAM24" STRAP W/ SAWCUT APPROX.T2' n TRUSS- CONNECT TO BLK. W 4 20 DIAG. "X' -BRACING W/ (3)124 NAILS CONC. FILLED REINF. 4'W.x24"H. OPENINGTOP 0.145 DIA.0" L POWDER ACTUATED SCREWS/TOx21/4' BLOCK WASONRYLL AND 0 C (MAX ) COURSENPER TYP IN WALLNOTES: (9)104 COMMONS TO FLR. TRUSS-," % \ SIDE OF GABLE END FLR. TRUSSES BRACING REQ'D. i, Z GREATER THAN 20 FT. 10 FT. (3) PAIRS AT 1/4 PTS. (1) " MIN. LAP --DRILLED HOLE TO BOF TO 20 FT. LESS THAN 10 FT. PAIR AT MID -PT. NO z w� �� � SCALE: 1 2 =1 -0 REBARS CLEANED PRIOR TODISPENSING N w o 20 BLKG. AT 48" O.C. FROM GABLE ADHESIVE3000 CONC, FILLED REINF. TOP END BACK 8'-0" BTWN. TRUSS BOTTOM PSI CONC. --EPDXY ADHESIVE TOFILLED BLK. COURSE PER TYP. CELL W/ HIGH STRENGTH TYPE GYPSUM CEILING #5 REBAR --REBAR DOWEL MUST DIAPHRAM NAILING r FLOOR BE CLEAN AND OIL FREE GABLE END ROOF TRUSS TRUSS i COURSE - FILL W/ CONC. AND 1-#5 r SAWCUT 1' W. OPNG. IN SAWCUT APPROX. FLAT CEILING GABLE END "LSTA12' WALL FROM TOP TO 4'W.x24"H. OPENING SIMPSON STRA II BOTTOM FOR FULL HT. IN WALL PLATE PLATE REBAR PLACEMENT INTO W ILL SOLID W/ 25" MIN. LAP II I CELL- OF REBARS J � TOP OF SLAB DO NOT SCALE PRINTS! Z m 3 4" DIA. x 6" OP. HOLE CONSTRUCTION SHALL BE W FOR 5 BAR DOWEL SET IN to EPDXY ADHESIVE ADDED REINF. FILLED BLOCK CELL DETAIL PROVIDE SOLID 2x4 BLKG. BTWN. VERTICAL LONGER THAN 48 CONNECT W/ 12d NAILS AT 12' O.C. TOP/BOT. RAILS FOR SOLID NAILING STRUCTURAL ROOF SHEATHING SEE ROOF NAILING PATTERN OF STRAP y REFER TO SUBD. SPECIFICATIONS 2x4 STRONGBACK IF GABLE TRUSS IS TALLER PRE-ENG'RED. PRECAST CONC. UNTEL ABV. TYP. FOR FASCIA MATERIAL PROVIDE 2x4 BLKG. BTWN, FLR. SIMPS(0)N "MSTAM24" STRAP W/ N n TRUSS- CONNECT TO BLK. W 4 20 DIAG. "X' -BRACING W/ (3)124 NAILS ° \AT 0.145 DIA.0" L POWDER ACTUATED SCREWS/TOx21/4' BLOCK WASONRYLL AND 0 C (MAX ) Ik SPAN > FASTENERS- PLACE BLKG. ALONG (9)104 COMMONS TO FLR. TRUSS-," % \ SIDE OF GABLE END FLR. TRUSSES BRACING REQ'D. i, Z GREATER THAN 20 FT. 10 FT. (3) PAIRS AT 1/4 PTS. (1) I BLOCK WALL SECTION TO 20 FT. LESS THAN 10 FT. PAIR AT MID -PT. NO z w� �� � SCALE: 1 2 =1 -0 BRACING REQ'D. N w o 20 BLKG. AT 48" O.C. FROM GABLE CONC, FILLED REINF. TOP END BACK 8'-0" BTWN. TRUSS BOTTOM BLK. COURSE PER TYP. WALL SECTION al GYPSUM CEILING MISSED DIAPHRAM NAILING FLOOR 8x8x16 CONC. KNOCKOUT BLK. TOP GABLE END ROOF TRUSS TRUSS u TO BLK. WALL STRAP PROVIDE (1) "MSTAM24" FOR EA. "HETA20" STRAP SPECIFIED - METAL OR VINYL TRIM CONTROL / EXPANSION JOINT - 7/8" CEMENT PLASTER PAPER BACK LATH 18" WIDE PEEL & STICK MEMBRANE OR #15 FELT FLASHING BUILDING WRAP ( TYVEK) WALL SHEATHING DETAIL @CONTROL / EXPANSION JOINT SCALE: 3" = 1'-0" 25' MIN. LAP 15 REBAR W/ STD. HOOK REINF. CONC. FILLED CELL #5 VERT. REBAR - 8x8x16 CONC. KNOCKOUT BILK. TOP COURSE - FILL W/ CONC. & 1-#5 BAR CONT. ��x-25' MIN. LAP j #5 REBAR W/ STD. HOOK BLOCK WALL HT. TRANSITION DETAIL SIMPSON 'MTSM16" STRAP W/ (4) 1/4"x2 1/4' TAPCONS TO BLOCK WALL AND (7)10d n COMMONS TO TRUSS I ROOF TRUSS ` 11 i lI z I INSTALL ADD'L. STRAP : N4 DIAGONALLY FROM EA. N I OTHER FOR SINGLE CONC. FILLED REINF. TOP FIE MEMBER TRUSS BLK. COURSE PER TYP, WALL SECTION MISSED ROOF TRUSS TO BLK. WALL STRAP USE (1) MTSM16 STRAP FOR UPLIFT VALUES 860 LBS. OR LESS USE (2) MTSM16 STRAPS FOR UPLIFT VALUES 1720 LBS. OR LESS UPLIFT VALUES OVER 1720 LBS. REQUIRE LETTER FROM ARCHITECT OR ENGINEER 7/16" OSB SHEATHING GABLE END OR FLOOR TRUSS 7l8" CEMENT PLASTER ON PAPER BACK LATH AIR INFILTRATION BARRIER (DESIGN STANDARD: TYVEK)� N 8'-0" MAX. SPAN W/O 2x8 RIDGE 2x4 VERTICAL BLKG. 2x6 VALLEY RAFTERS AILS N2x4 COLLAR TIE IN NLS UPPER 3RD OF ROOF HT. ----___- - AT EVERY 3RD PAIR OF MTS12 -- - RAFTERS STRAP I 2x4 VERT. AT MTS12 0" O.C. MAX. (ONLY STRAP AT SPANS > 8'-0" 2x4 BLKG. AT VALLEY RAFTER BRG. BTWN. TRUSSES ROOF TRUSS ROOF TRUSS BELOW RAFTER HAND VALLEY FRMG. DETAIL ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER STAMP MID -WALL WEEP SCREED 1/2' MIN. CEMENT PLASTER 8" CMU WALL DETAIL 0, BLOCK I FRAME CONNECTION SCALE: 3" = 1'-0" PRE-ENG'RED FLOOR TRUSSES AT 24' O.C. CONNECT EA. TRUSS BOT. CHORD W/ (2)164 MIN. COMMONS TOE -NAILED TO TOP PLATE 1/2' GYPSUM BD. DBL. 2x TOP PLATE R-11 INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED SPACES 2x CONT. MID -WALL BLKG. (WALLS OVER 8' H. --PROVIDE BLKG. AT 4'-0" O.C. MAX.) 1/2" DRYWALL 2x STUDS 016" O.C. #2 SPF OR BETTER 2x4 P.T. SILL PLATE - ATTACH W/ (2) CONC. NAILS OR (1) POWDER ACTUATED FASTENER AT 24" O.C. 3 1/2' MIN. CONC. SLAB (2500 PSI) W/ FIBERMESH OR 6x6 10/10 WWM OVER VAPOR BARRIER -� CLEAN COMPACTED �, z EARTH FILL o o THICKEND SLAB FOOTING PER SLAB PLAN TYP. INT. BRG. WALL SECTION SCALE: 1 112"=l' -O" 20 LADDER FRMG. REQ'D. AT OVERHANGS OVER 12' -CONNECT W (2)124 TO TRUSS TOP CHORD CONT. 20 W/ 2-12d NAILS 2x4 OUTLOOKERS AT 24" O.C. W/ (3)124 TOE -NAILED TO TRUSS TOP CHORD 7/16' OSB SHEATHING OVER GABLE END TRUSS -CONNECT W/ 8d NAILS AT 6" O.C.--SET FACE OF SHEATHING FLUSH W/ BLK. WALL (PROVIDE 1/8" SPACE BTWN. PANELS) U.S.P. 'LPTA" OR SIMPSON "LTAI" STRAP -SEE FRMG. PLAN FOR LOCATIONS -SET STRAP 2" FROM FACE OF BLOCK AND PARALLEL TO TRUSS -FILL ALL HOLES W/ NAILS SIMPSON "HETA20' AT EA, TRUSS VERT. OR 24" O.C.-CONNECT W/ (14)10d COMMONS INTO SOLID 20 BLKG. i CONT. 2x4 MIN, P.T. PLATE W/ 1 2' DIA. A.B. OR 5/8" EXP. BOLT W/2" r SQ. WASHER AT 48" O.C. MAX. OR (2)POWER-DRIVEN NAILS (SIZE EQUAL TO 10d COMMON) AT 16' O.C. "HETA20" GABLE END STRAP ALTERNATIVE APPROVED SHINGLES MANUF. / TYPE: CERTAINTEED "LANDMARK 30 AR' CERTAINTEED 'LANDMARK 30" FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ GALV. METAL NAILS AT 24" O.C. MAX. A' 5' INCL. ROOF EDGE ROOF O.H. ROOF EDGE I U I U I -5' INCL. ROOF O.H. 0 ZONE 1 - USE 8d NAILS ® 12" O.C. (FIELD) 6" O.C. (EDGE) O2 ZONE 2 - USE 8d NAILS @ 6" O.C. (FIELD/EDGE) ZONE 3 - USE 8d NAILS @ 4" O.C. (FIELD/EDGE) ROOF NAILING PATTERN 2x4 "T" OR "L" STRONGBACK AT GABLE VERTICAL LONGER THAN 48 CONNECT W/ 12d NAILS AT 12' O.C. O co 00 C-) coo C M z C6 0 Lu co w o W = I_- � z c i to Q = Q w = ~o V � �/ =j O Q w cn w 0-.• o cdll a STRUCTURAL ROOF SHEATHING SEE ROOF NAILING PATTERN BOARD OVER 20/2x6 SUBFASCIA y REFER TO SUBD. SPECIFICATIONS 2x4 STRONGBACK IF GABLE TRUSS IS TALLER PRE-ENG'RED. PRECAST CONC. UNTEL ABV. TYP. FOR FASCIA MATERIAL ii THAN 8'-0" N n LOCATIONS AND TYPES 20 DIAG. "X' -BRACING W/ (3)124 NAILS ° \AT VENTED SOFFIT Z EA. 2x4 TO 2x4 JOINT 0 C (MAX ) Ik SPAN > AT EA. REINF. FILLED CELL AS BRACING SCHEDULE % \ BRACING REQ'D. i, Z GREATER THAN 20 FT. 10 FT. (3) PAIRS AT 1/4 PTS. (1) I BLOCK WALL SECTION TO 20 FT. LESS THAN 10 FT. PAIR AT MID -PT. NO ( i SCALE: 1 2 =1 -0 BRACING REQ'D. / 20 BLKG. AT 48" O.C. FROM GABLE END BACK 8'-0" BTWN. TRUSS BOTTOM _J � Q CHORDS al GYPSUM CEILING DIAPHRAM NAILING H 8x8x16 CONC. KNOCKOUT BLK. TOP GABLE END ROOF TRUSS 10d NAILS AT 8" u COURSE - FILL W/ CONC. AND 1-#5 O.C. BAR CONT. FLAT CEILING GABLE END "LSTA12' SIMPSON STRA 2x4 CONT. BLKG. AT 24" O.C. TRUSS TO DBL. 2x4 TOP p PLATE PLATE TYP. GABLE END FRAME WALE TRUSS DETAIL GABLE END SCALE : 112" = 1'-0" SHINGLES (ATTACH W/ GALV. METAL ROOFING NAILS PER MANUF. INSTALLATION DETAILS) OVER 151 FELT (2" SIDE LAP / 4' END LAP AND CAP NAILS AT 12" O.C.-EDGE, 24" O.C.-FIELD) ON 7/16" SPAN RATED STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE-ENG'RED ROOF TRUSSES AT 24" O.C. HURR. STRAP AT EA. TRUSS SEE 12 ROOF PLAN PER 8x8x16 CONC. KNOCKOUT BLK. TOP ELEV. R-30 INSULATION COURSE - FILL W/ CONC. AND 1-#5 BAR CONT 'AIM,,, r'. DRIP EDGE OVER1/2" FASCIA �-J FASCIA MATERIAL TO BE 12" a CORE -FILL 500 FOAM INSULATION IN ALL 31tc:) I OPEN CMU WALL CELLS - REFER TO o II ENERGY CALCULATION FOR R -VALUE ii #5 VERT. BAR TIED INTO #5 BAR DOWEL AND TOP COURSE REBAR AT EA. REINF. CONC. ii FILLED BLOCK CELL AS LOCATED PER PLANS I) �I PRECAST WOW, SILL - TYP. AT STD. WDW. OPNG. illi E IMI 4" MIN. 3 1/2" MIN. CONC. SLAB (2500 PSI) W/ FIBERMESH OR 6x6 10/10 WWM OVER VAPOR IIII BARRIER GYPSUM BD. 4'-0" DIAPHRAM AREA FASTEN W/ 5d NAILS O co 00 C-) coo C M z C6 0 Lu co w o W = I_- � z c i to Q = Q w = ~o V � �/ =j O Q w cn w 0-.• o cdll a ALUMINUM OR 5/4" PRIME TRIM II AT 4„ O.C. REMAINDER AT 7" O.C. BOARD OVER 20/2x6 SUBFASCIA ii REFER TO SUBD. SPECIFICATIONS FINISH GRADE PRE-ENG'RED. PRECAST CONC. UNTEL ABV. TYP. FOR FASCIA MATERIAL ii WDW. AND DOOR OPNGS. SEE PLANS FOR N n LOCATIONS AND TYPES CONT. ALUM. ° 1/2' DRYWALL OVER 1x2 P.T. (MIN.) AT 24" VENTED SOFFIT Z ° 0 C (MAX ) LATEST REVISION DATE TO MASTER: 12-14-10 TEXTURED CEMENT FINISH OVER 8x8x16 CONC. BLOCK a ME c14INI a CORE -FILL 500 FOAM INSULATION IN ALL 31tc:) I OPEN CMU WALL CELLS - REFER TO o II ENERGY CALCULATION FOR R -VALUE ii #5 VERT. BAR TIED INTO #5 BAR DOWEL AND TOP COURSE REBAR AT EA. REINF. CONC. ii FILLED BLOCK CELL AS LOCATED PER PLANS I) �I PRECAST WOW, SILL - TYP. AT STD. WDW. OPNG. illi E IMI 4" MIN. 3 1/2" MIN. CONC. SLAB (2500 PSI) W/ FIBERMESH OR 6x6 10/10 WWM OVER VAPOR IIII BARRIER O co 00 C-) coo C M z C6 0 Lu co w o W = I_- � z c i to Q = Q w = ~o V � �/ =j O Q w cn w 0-.• o cdll a H �- Z FINISH GRADE '*-----CLEAN COMPACTED r N Q �UC) 0 #5 BAR DOWEL TIED TO FTG. REBAR Lu w OO AT EA. REINF. FILLED CELL AS MIN. Z Z TYP. EXT. BLOCK WALL SECTION W _ O SCALE: 1 2 =1 -0 H W TEXTURED CEMENT FINISH OVER 8x8x16 CONC. BLOCK a ME c14INI a CORE -FILL 500 FOAM INSULATION IN ALL 31tc:) I OPEN CMU WALL CELLS - REFER TO o II ENERGY CALCULATION FOR R -VALUE ii #5 VERT. BAR TIED INTO #5 BAR DOWEL AND TOP COURSE REBAR AT EA. REINF. CONC. ii FILLED BLOCK CELL AS LOCATED PER PLANS I) �I PRECAST WOW, SILL - TYP. AT STD. WDW. OPNG. illi E IMI 4" MIN. 3 1/2" MIN. CONC. SLAB (2500 PSI) W/ FIBERMESH OR 6x6 10/10 WWM OVER VAPOR IIII BARRIER O co 00 C-) coo C M z C6 0 Lu co w o W = I_- � z c i to Q = Q w = ~o V � �/ =j O Q w cn w 0-.• o cdll a �- II FINISH GRADE '*-----CLEAN COMPACTED r N TERMITE TREATED FILL L11116o 0 #5 BAR DOWEL TIED TO FTG. REBAR MONOLITHIC SLAB EDGE FOOTING 16" PER SLAB PLAN Q 00 r AT EA. REINF. FILLED CELL AS MIN. LOCATED PER SLAB PLAN f-+ w TYP. EXT. BLOCK WALL SECTION W _ Li SCALE: 1 2 =1 -0 W _J � Q .� w p W 0 to J � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! U) uj NN— W' v U)y' 0 w D2 M/l ORLANDO e:\DMI-MI-ORL\WEEKLY\110131\RV 185-91\Sheets\Detail Sheets\D3 Detail Sheet.dwg