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258 Maybeck Ct 10-1405 (a)' S ; a EEI �T T EII ABV. ABOVE A/C AIR COMPRESSOR ADJ. ADJUSTABLE AHU AIR HANDLER ALT ALTERNATE AMP. AMPERAGE BD. BOARD BLK BLOCK BLK'G. BLOCKING C.L. CENTER LINE CABT. CABINET CLG. CEILING CLR. CLEAR CONC. CONCRETE CPT, CARPET C.T. CERAMIC TILE C.J. CONTROL JOINT CMU CONCRETE MASONRY HT. UNIT D. DRYER DBL. DOUBLE DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION ENG'D. ENGINEERED EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.G. FIXED GLASS FIN. FINISH FLR. FLOOR FLR'G FLOORING FLUOR. FLUORESCENT FR. DR. FRENCH DOOR FTG. FOOTING ',,■ ■ ■ ■ � ■ ■ ■ ■ -S -��-5��_�- _�� =5�� Ste_! a � M/1 � M/1 HOMES SE ABBREVIATIONS GA. GAUGE RM. ROOM G.F.I. GROUND -FAULT CIRCUIT R.O. ROUGH OPENING 0030 INTERRUPTER R/S ROD AND SHELF GL. GLASS 834 134 1 VMFLG VERTICAL - BLOCK S.C. SOLID CORE GYP. BD. GYPSUM BOARD CODE DESCRIPTION 7 SINGLE/DOUBLE INSWING/OUTSWING (2068, 2468, 2668, 2868, 6068) S.D. SMOKE DETECTOR H.C. HOLLOW CORE S.H. SINGLE HUNG HDR. HEADER SH SHELF HT. HEIGHT SHTHG. SHEATHING INSUL. INSULATION SHWR. SHOWER INT. INTERIOR SIM. SIMILAR LAM. LAMINATED SGD. SLIDING GLASS LAV. LAVATORY STD. STANDARD LUM. LUMINOUS TEMP. TEMPERED GLASS M.C. MEDICINE CABINET THK. THICK MFR. MANUFACTURER T.O.C. TOP OF CURB MIN. MINIMUM T.O.P. TOP OF PLATE MTD. MOUNTED T.O.S. TOP OF SLAB MTL. METAL TYP. TYPICAL N.I.C. NOT IN CONTRACT U.N.O. UNLESS NOTED OTHERWISE N.T.S. NOT TO SCALE VP. VAPOR PROOF O.C. ON CENTER W. WASHER P.L. PROPERTY LINE W/ WITH P.B. PUSH BUTTON WD. WOOD PH. PHONE WDW WINDOW PLYWD. PLYWOOD W/H WATER HEATER PR. PAIR W.I. WROUGHT IRON PT PRESSURE TREATED W.P. WEATHER PROOF R. RISER RAD. RADIUS R/A RETURN AIR GRILL REF. REFRIDGERATOR REV. REVERSE HOMES SUBDIVISION: RIVERVIEW RACE CORP. LOT #: RV 11 8-1 24 MODEL: RIVERVIEW- 7 UNIT TOWN MISC. I SHEET LIST AREA WINDOWS CODE DESCRIPTION 0016 SINGLE HUNG - BLOCK 0026 SINGLE HUNG - FRAME 0030 FIXED GLASS - FRAME IT UNIT UNIT A 0021 SLIDING GLASS DOOR - BLOCK 834 134 1 VMFLG VERTICAL - BLOCK 1 VMFIN VERTICAL - FRAME 834 DOORS CODE DESCRIPTION 7 SINGLE/DOUBLE INSWING/OUTSWING (2068, 2468, 2668, 2868, 6068) 816 8'x7' GARAGE DOOR 901 Gob MISC. I SHEET LIST AREA BUILDING TYPE: 2 STORY TOHNHOU5E Sheet Title TAB GON5TRUGTION TYPE: UNPROTECTED, UN5PRINKLED UNIT A UNIT UGIT UGIT UGIT IT UNIT UNIT A BLDG. TOTAL Ist 5TY. LIVING 834 134 134 664 664 134 834 5198 2nd STY. LIVING 946 901 901 816 816 901 Gob b221 TOTAL LIVING 1180 1635 1635 1480 1480 1635 1180 11425 ENTRY 40 51 51 65 65 51 40 363 GARAGE 238 230 230 242 242 230 238 Ib50 LANAI 41 NA NA NA NA NA 41 82 TOTAL U.R. 2096 I% I% 1181 1181 1% 2069 13520 PATIO NA 36 36 36 36 36 1 NA 180 GORE 5UMMARY APPLICABLE GODE5 I. FLORIDA BUILDING GODE 2001 - RESIDENTIAL 2001 4 2008 SUPPLEMENT5 2. FLORIDA BUILDING CODE 2004 - BUILDING; CHAPTER 13 - AGGE551BILITY 3. NATIONAL ELEGMGAL CODE, NFPA 10, 2001 EDITION 4. FLORIDA FIRE PREVENTION CODE - 2001 EDITION BUILDING TYPE: 2 STORY TOHNHOU5E Sheet Title 0 GON5TRUGTION TYPE: UNPROTECTED, UN5PRINKLED 1 Elevations FIRE PROTECTION RATING REQUIREMENT5: Elevations Side -Rear 3 1st Floor Plan REQUIRED PROVIDED I. PARTY AND FIRE WALL5 2 HR. 2 HR. 2. INTERIOR BEARING HALL5 0 0 3. INTERIOR NON BEARING PARTITIONS PER 105.1.2 0 0 4. GOLUMN5 0 0 5.13 S, TRU55E5 AND ARGHE5 0 0 b. FLOOR/GEILIN6 GON5TRUGTION 13 2nd Framing Plan 1. ROOF / GEILIN6 GON5TRUGTION 0 0 8. EXTERIOR BEARING 14ALL5 D2 Detail Sheet HORIZONTAL SEPARATION: (PARRALLEL HALL5) Detail Sheet 0 ft. to b ft (0 % OPENING) 1 (0%) N/A (0%) OVER b ft 0 0 9. EXTERIOR NON BEARING HALLS O HORIZONTAL SEPARATION: (PARRALLEL WALL5) j= 0 ft. to b ft (0 % OPENINGS) 1 (0%) N/A 0% OVER b ft 0 0 Sheet List Table Sheet Number Sheet Title 0 Cover Sheet 1 Elevations 2 Elevations Side -Rear 3 1st Floor Plan 4 2nd Floor Plan 5 Cross Sections 6 1st Electrical Plan 7 2nd Electrical Plan 8 Foundation Plan g Plumbing 10 1st Block Plan 11 2nd Block Plan 12 1st Framing Plan 13 2nd Framing Plan 14 Separation Walls Q1 Detail Sheet D2 Detail Sheet D3 Detail Sheet PEReT � �o LATEST REVISION DATE TO MASTER: 02-15-10 75;(1: of 000 W = _U W tU) LUO c M0 u W O O � cc 0 Z - ~ L_W ca l� D =H Z; 0c V� <C a"'=~ U �_�� J z _0 M LL. t)NLL. � C � a Q W W M Q Z Of 1 Q �>U— O -� > O LU O U j= CD U_ �z 0 W W O 0of## M/I ORLANDO O � cc .L Z - ~ L_W ca l� D =H Z; 0c V� <C a"'=~ U �_�� J z _0 M LL. t)NLL. � C � a Q 0of## M/I ORLANDO N o Cfl � r 00 � O o W M Q Of 1 w -� > O U CD W H� O � J V) 0of## M/I ORLANDO * ►Aa Ap -Aa Aa Aa 'Aa Aa Aa Aa AP AA Aa '# iAp Aka Awa Ap Ap AO A V I'M I 1 r-% U11111 I v UIVI I 15 - 158'-b" V/ I v . V 2x4 DRYHAI 5HEI VIVI 1 0 NI(:NF 112FAIN UNITS "B" / "G' / "D" Aa WDW. ROUGH OPNG. NOTE 36718x63 WIDTH x HEIGHT (IN INCHES) AREA U � TAB H coNG. UNIT PATIO W/ THK. UNIT UNIT UNIT o E06E 15t 5TY. LIVING 834 134 134 664 664 AG 834 5188 2nd 5TY. LIVING "E' 0101 12080 56D bib bib 0101 q46 1 6221 TOTAL LIVING 1180 1635 I 1480 q'-4" GL6. HT. I635 PbO 11425 DINING 40 q'-4' GL6. HT. 51 CARPET b5 LIVING 40 `� GARAGE p 230 230 242 CARPET 230 238 1650 LANAI 41 NA NA NA NA NA 41 &2 TOTAL U.R. 20gq I% I% 1181 " 61--b I/2' 341/2H. 2x 20gq 13520 PATIO NA KNEE WALL 3b 36 36 3b I I 180 3'-8' 2' 112' 2bb8 12" � "' i i i i 3b, TOP II O ----- - III I BR6. HALL ----- - 010 DESK/ HUTCH q'-4'( L6. HT. NICHE KIT. I m I I 42' KNEE '- 2bb8 WALL SLOPED _ W/ STAIRS T-3112" Y-8 1/2' 6-81/2" I 55H. -� - -- TEUGABLE BR6 HALL 28681 PANEL Q9WH m II 20 MIN - DBL 2X12 5YP FIRE DR ANCHOR WH. BARRIER Mf L. 2868 HDR W/ 3 P05T To 5LA13 5TUD5 EA. END " -2" 5'-1 112' PROVIDE (1) LAYER OF 3068 P 518' TYPE "X" 6YP BD. " GL6. HT. .}gb AT GARAGE CEILING � AND 112" 6YP. BD. AT 6ARA6E FRAME WALLS _ - _ 5'-," 8' GARAGE ENTRY q'-4' GI -6. HT. q'-4" GL6. HT. 8 W FLAT o " SOFFIT L ---------1 PL. LINTEL W/ 8x8 I I Bm GGURSE ABV.GOL I I I I I I _ WV DR _ _ -- lop Fab 1'-11112' 21'-10 112' PRINCETON UIVI I 15 - 158'-b" V/ I v . V 2x4 DRYHAI 5HEI VIVI 1 0 NI(:NF 112FAIN UNITS "B" / "G' / "D" Aa WDW. ROUGH OPNG. NOTE 36718x63 WIDTH x HEIGHT (IN INCHES) AREA U � TAB H AIT UNIT BIT UNIT UNIT UNIT UNIT TOTAL 15t 5TY. LIVING 834 134 134 664 664 134 834 5188 2nd 5TY. LIVING q4b 0101 0101 bib bib 0101 q46 1 6221 TOTAL LIVING 1180 1635 I635 1480 14bO I635 PbO 11425 ENTRY 40 51 51 b5 b5 51 40 363 GARAGE 235 230 230 242 242 230 238 1650 LANAI 41 NA NA NA NA NA 41 &2 TOTAL U.R. 20gq I% I% 1181 1781 1916 20gq 13520 PATIO NA 36 3b 36 36 3b I NA 180 c MAI ■�Iml c c 1st STY FLOOR PLAN NOTES: I. ALL INTERIOR FRAME HALL ARE DRAHN AND DIMEN51ONED TO BE 3 112" WIDE UNLE55 OTHERH15E NOTED. 2. ALL EXTERIOR BLOCK ARE 5NOHN AND DIMENSIONED TO BE l 518" HIDE UNLE55 0T4ERHI5E NOTED. 3. ALL FULL HEIGHT BLOCK WALL5 HITH NO OPENIN05 BTHN. GROUTED FILLED GELL5 ARE GON5IDERED SHEAR HALL5. 4. ® INDIGATE5 FRAME BEARIN6 HALL. HALL5 DO NOT REQUIRE UPLIFT GONNE(TOR5 DUE TO HALL SUPPORTING GRAVITY LOA95 ONLY. ALL UPLIFT LOAD5 ARE HANDLED BY QUICK -TIE IN5TALLATION. 5EE SHEET II FOR ADD'L. INFORMATION 5. p INDIGATE5 FILLED REINFORCED VERTICAL BLOCK (ELL - GONT. FROM FOOTING TO G.M.U. TOP COURSE b. ® INDICATE5 8" CMU HALL. TOP OF 4-4" ABOVE TOP OF 5LAB. 1. ® INDIGATE5 2 -HR FIRE 5EPARATION HALL BTHN. UNITS. SEPARATION HALL GONTINUOU5 FROM TOP OF FIRST 5TORY 5LAB TO UNDER51DE OF 5EGOND STORY ROOF DEGKIN6. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLD6.5ERVIGE SHALL BE HITHIN OR PENETRATE THE SEPARATION HALL. 8. PROVIDE UL TE5TED FIRE GAULKIN6 ON ALL EL EGTRIGAL,PLUMBIN6 AND MECHANICAL PENETRATION THROUGH RATED HALLS AND GEILIN66 q. VENT DRYER TO OUTSIDE THROUGH ATTIC OR HALL. 10. PROVIDE 24"w. HALL CAVITY, VOID OF 5TUD5, BEHIND HA5HER FOR PLUMBIN6 BOX AND STACK. II. PROVIDE 12"w. WALL CAVITY, VOID OF 5TUD5, AT 51-10HER CONTROL VALVE LOCATION. 12. INSTALL TEMPERED GLA55 IN ALL 5HOHER ENGLO5URE5 AND HAZARDOUS GLAZING LOGATION5. 13. XXX - INDIGATE5 HIND PRE55URE IN P.5.F. FOR HINDOH OPENIN6. 14. "FLR'G LINE' - INDIGATE5 CHANGE IN FLOOR FIN15H. 15. REFER TO GONTRA(T GHAN6E ORDER5 FOR FLOOR FINISHES. Ib. PROVIDE PORTABLE FIRE EXTIN61)15HER5 (FE) NU HALL MOUNTED HANGERS AT LOCATIONS 5HOHN. 1st STY. FLOOR PLAN 1/4" = 1'-0" a LATEST REVISION DATE TO MASTER: 02-15-10 0 0 w �> u c o CO U � ca W o8�co I H >> Z J c- W N Z O N co 00 0 IT -0 � Q �U� > w 1` O OO Z Z O H 0 F- J � c o CO U � ca W o8�co I Q W O U CN 'MM >> Z J c- W N Q � O N co 00 0 IT -0 � += Q > 1` O Lu H 0 J � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 3 of 14 M/1 ORLANDO m 5 +5, ;Am._. ONE-HOUR RATED 1/16" FIRE RETARDANT SHEATHING 4' MINIMUM EA. 51DE OF SEPARATION WALL -I 8" GMU WALL REINF. FILLED CELL 2x6 P.T. 2x6 P.T. STUD STUD 2x4 2x4 STUD STUD a b 7/8" EXT. PORTLAND GEMENT PLASTER ON PAPER BACKED EXPANDED METAL LATH ON TYVEK BOLT INSTALLATION NOTES: PLUMB'6 STACK 24" VOID WASHER BOX PLACE DBL. DBL. WALL STUD AD 1 T . 5.ND VENT PIPE STUD SPACING DETAIL @WASHER 1/2" x 8"L. THREADED ROD W/ I" RND. WASHER SET IN EPDXY FILLED 50' DIA. DRILLED � GLEANED HOLE K' MIN, EMBED INTO GMU WALL) 3" MIN. EDGE D15TANGE BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION WALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL TYP. CMU TO FRAME WALL DETAIL AT SEPARATION WALL 5GALE: 3"=1'-0" WDWROUGH OPNG.NOTE 36 718 x 63 WIDTH x HEIGHT (IN INCHES) WALL LEGEND INDICATES 2x4 BEARIN6 WALL H/ OUIGK TIE SYSTEM HOLDOOM5 FROM TOP OF ® 15T STORY BLOCK HALL TO SECOND STORY TOP PLATE. SEE SHEET II FOR ADD'L. INFORMATION ® INDICATES 2x4 BEARING HALL ABOVE LAM. BEAM, PROVIDE 5TRAPPIN6 PER DETAIL #5 ON 5HT.12 ® INDIGATE5 24R FIRE SEPARATION WALL BTWN. UNITS. SEPARATION HALL CONTINUOUS FROM TOP OF FIRST STORY 5LAB TO UNDER5IDE OF 5EGOND STORY ROOF DEGKIN6. NO ELEGTRIGAL, PLUMBING, MECHANICAL, OR OTHER 131_06.5ERVIGE SHALL BE HITHIN OR PENETRATE THE SEPARATION WALL. REFER TO SEPARATION WALL DETAIL(5) FOR ADDITIONAL INFORMATION. AREA O TAB -0--' UNAIT UNBIT UNIT UNIT UNITUBIT = QU UNI BOTAL 15t 5TY. LIVING 834 134 134 bb4 b64 134 b341 51g8 2nd 5TY. LIVING q46 q01 q01 816 81b q01 61461 b221 TOTAL LIVING 1180 1635 1635 1480 1480 1b35 1180 11425 ENTRY 40 51 51 b5 b5 51 40 363 GARAGE 238 230 230 242 242 230 238 lb50 LANAI 41 NA NA NA NA NA 41 82 TOTAL U.R. 20gq Iglb Iglb Ilbl Ilbl Iglb 20gq 13520 PATIO NAj 36j 36 3(ol 3bl 36 NA 180 2nd STY. FLOOR PLAN 1/4" = 1'-0" SECOND STORY PLAN NOTES: I. DRYER VENT BOX - VENT THRU ROOF. 2. 24" H. WALL CAVITY, VOID OF 5TUD5, FOR HASHER BOX AND 5TAGK. 3. 12" W. HALL CAVITY, VOID OF 5TUD5, FOR SHOWER VALVE AND/OR HEAD. 4. HARZARDOU5 GLAZING LOCATION, IN5TALL TEMPERED GLA55 IN ALL SHOWER ENGL05URE5 AND/OR HINDOW5. 5. DO NOT 5GALE PRINT5! GON5TRUGTION TO BE FROM GALCULATED DIMENSIONS ONLY. ANY 015GREPENGIE5 TO BE REPORTED TO M/I HOME5 FOR CLARIFICATION. ALL FRAME WALL5 ARE DRAWN AND DIMEN51ONED TO BE 3 1/2" WIDE UNLE55 OTHERWISE NOTED. b. PROVIDE DRAIN PAN BELOW EACH HA5HER. DRAIN LINE TO EXTERIOR. 1. PROVIDE 2x4 AT 24" O.G. VERT. LADDER BLOGKIN6 AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME HALLS FOR INSTALLATION OF INSULATION. LATEST REVISION DATE TO MASTER: 02-15-10 0 0 Lu U W U) zz Cn Lu0 O ftQ �I C O O -0--' Cj a°po L U W �ow� Rs w oo�� = QU aw=o c�m�M 0 JZNM ��J OQ LJL W N LL C o m Q DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 4 of 14 M/I ORLANDO O N co co O 0 r— r— Q / `� E - I 1` O 1 � o W O Cn J U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 4 of 14 M/I ORLANDO M 0 c a 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 c Aa _a Aa Aa FACE OF STUD HALL KNEE WALL - TOP AT 42" 2'-3" (3) TREADS ® 9' EA. UPPER LANDIN6 GIRDER PER d 5TAIR5 TO FRAMING PLAN BE SUPPORTED GIRDER (BEYOND) I" NOSING BY 61RDER ABOVE BEARING O � U ,"\\7--- HALL ii �fi\� ----:. .� M Z F- J ZX NN LL---�-- �'------Lv! —NN �v -- `fl Ul c)��2 --------------- _------ NtY JZNc�i OQ 3/4" PLYWD. U 3/4" PLYHD. r >> R15ER R15ER � —'O o � 2x12 TREAD, o I/2" DRYWALL J O _ 2x12 GARRIA6E J N 51/2' UNDER 5TAIR5-5 'l 2x12 GARRIA6,E "X" `r J iL o TYPE IN i v O S W 5PAGER AT =v o GARAGE SIDE WALLSLL- ry o o _(_ i w �o 4'-2 1/2' LL 5_J S - J GARAGE H O U) J S - FLOOR co L'd__---___ A"5EESECTION THRU UPPER STAIR - UNIT "All- 5EE 5EGTION / DETAIL 5HT5. FOR ADD'L. INFORMATION 3/4' PLYWD. ON 2x12 FRM6 AT TREAD5 STAIR SECTION AT UNIT "B" 5EE 5EGTION / DETAIL 5HT5. FOR ADVL. INFORMATION 3/4" PL.501 2x8 J015T5 AT LANDIN6 TOP OF LANDING 3'-51/2" 1 (4)1911b' R15ER5 BEYOND N FULL HT. WALL OPEN RAILING ON GURB PER PLAN 31-211 STAIR SECTION AT UNIT ""C 5EE 5EGTION / DETAIL 5HT5. 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 TREAD5 AND R15ER5 HANDRAIL WITH GIRGULAR GR055 5E6TION DIAMETER BTHN. I I/2" TOTAL STAIR RUN TO 2", OR PROVIDE SECTION OF EQUIVAALENTLENT MINIMUM TREAD (NOT INGLUDIN6 N051N6) = 9' HIDE 6RA5PABILITY PERFORMANCE 2xb 131-0C,06 BEHIND HANDRAIL TOP AT 39" ABOVE EDGE OF TREAD NOTE: PICKETS SHALL BE PLAGED NO GREATER THAN 4' O.G. 9 Q Lu N Lr� r N m w 0 TOP OF LANDING 3/4' PLYWD. ON 2xb J015T5 AT LANDING 3/4" PLYWOOD FLOORIN6 FLOOR TRU55 NAIL (2)2x4 TO BOTTOM OF 1x10 STRINGER IN TRL65 12' OR LE55 / IN DEPTH 2x12 TREAD / / 2xb STAIR LEDGER CONNECT TO / FLOOR TW% W/ (2)I0d NAILS AT 3/4' PLYHD. / COL. MAX. OR EQUIVALENT R15ER / / GONNEGT GARRIA6E TO LED6ER / H/ (2)IOd TOE -NAILED GOMMON5 / 5TA66ERED EA. SIDE GONNEGT PLYHD. R15ER TO TREAD WITH (4) bd NAILS 2x12 GARRIA6E AT 51DE5 AND CENTER OF STAIRS HITH 2xb SPACER AT SIDE HALL5 / GONNEGT 5PAGER TO EA. STUD W (2) IOd 60MMON5 / 2x4 P.T. / KICK PLATE TYPICAL STAIR SECTION 5GALE: N.T.5. c c LATEST REVISION DATE TO MASTER: 02-15-10 O � U C -EwE M Z F- J �j o c)��2 C'1 aw=o c)m' JZNc�i OQ 3/4" PLYWD. U � r >> R15ER I-- � —'O � 2x12 TREAD, z O u- 2x12 GARRIA6E H/ SPACER AT SIDE HALL5 FULL HT. WALL OPEN RAILING ON GURB PER PLAN 31-211 STAIR SECTION AT UNIT ""C 5EE 5EGTION / DETAIL 5HT5. 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 TREAD5 AND R15ER5 HANDRAIL WITH GIRGULAR GR055 5E6TION DIAMETER BTHN. I I/2" TOTAL STAIR RUN TO 2", OR PROVIDE SECTION OF EQUIVAALENTLENT MINIMUM TREAD (NOT INGLUDIN6 N051N6) = 9' HIDE 6RA5PABILITY PERFORMANCE 2xb 131-0C,06 BEHIND HANDRAIL TOP AT 39" ABOVE EDGE OF TREAD NOTE: PICKETS SHALL BE PLAGED NO GREATER THAN 4' O.G. 9 Q Lu N Lr� r N m w 0 TOP OF LANDING 3/4' PLYWD. ON 2xb J015T5 AT LANDING 3/4" PLYWOOD FLOORIN6 FLOOR TRU55 NAIL (2)2x4 TO BOTTOM OF 1x10 STRINGER IN TRL65 12' OR LE55 / IN DEPTH 2x12 TREAD / / 2xb STAIR LEDGER CONNECT TO / FLOOR TW% W/ (2)I0d NAILS AT 3/4' PLYHD. / COL. MAX. OR EQUIVALENT R15ER / / GONNEGT GARRIA6E TO LED6ER / H/ (2)IOd TOE -NAILED GOMMON5 / 5TA66ERED EA. SIDE GONNEGT PLYHD. R15ER TO TREAD WITH (4) bd NAILS 2x12 GARRIA6E AT 51DE5 AND CENTER OF STAIRS HITH 2xb SPACER AT SIDE HALL5 / GONNEGT 5PAGER TO EA. STUD W (2) IOd 60MMON5 / 2x4 P.T. / KICK PLATE TYPICAL STAIR SECTION 5GALE: N.T.5. c c LATEST REVISION DATE TO MASTER: 02-15-10 C O � U C -EwE M Z F- Z �j o c)��2 Q= U aw=o c)m' JZNc�i OQ Q U � w >> I-- � —'O � z O �z 0 C O � U C -EwE M Z F- (/jw�n owe �j o c)��2 Q= U aw=o c)m' JZNc�i OQ LL. (-4 LL. Q Q DO NOT 5GALE PRINT51 C06WTION 5HAL.L BE PER IWIGATED DIMEN51ON5 ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO MA HOME5 FOR GL.ARIFIGATIONI 5 of 14 M/I ORLANDO qq-c> N CD �j o O O :t=: Q >> I-- I� O _(_ i w LL Q Lu H O U) J co DO NOT 5GALE PRINT51 C06WTION 5HAL.L BE PER IWIGATED DIMEN51ON5 ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO MA HOME5 FOR GL.ARIFIGATIONI 5 of 14 M/I ORLANDO AM, AAb Ap Ap Aa Aa Aa 'Aa Ap Aa A& Ap -Aa " _ :moi * t ELECTRICAL LEGEND 6 STANDARD SWITCH co 3 WAY SWITCH w �mw, 4 WAY SWITCH Z DIMMER SWITCH � = con PUSH BUTTON Qw o �m�� DUPLEX OUTLET GFI G.F.I. DUPLEX OUTLET WP/GFI WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET UC 1� UNDER COUNTER DUPLEX OUTLET ® CLG. MOUNTED OUTLET FOR GAR, DOOR OPENER co PRE -WIRED JUNCTION BOX P W. PRE -WIRED FAN JUNCTION BOX CEILING MOUNTED LIGHT FIXTURE _�_VP CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE ATTIC P.C. LGT. ATTIC PULL CHAIN z DC(YCCER I IPUT CWTI IDC ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL, STATE AND 2008 NEC. 2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED & VERIFIED AT PRE -CON MTG. 3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTER(S) AND SHALL "TAMPER-RESISTANT" PROTECTION DEVICE. 4. ALL GARAGE OUTLETS SHALL BE G.F.I. 5. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS. 6. CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0" OF EACH DESIGNATED BEDROOM. 7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR. 8. ALL RECEPTACLES IN DAMP AND WET LOCATIONS SHALL BE WEATHER RESISTANT TYPE DEVICES. 9. ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, WHERE NECESSARY. 2nd STY. ELECTRICAL PLAN 1/4" = 1'-0" I LATEST REVISION DATE TO MASTER: 02-15-10 a) 7 nc o0 w Lu _c/) Lu 0 7 of 14 M/I ORLANDO O co H w �mw, Z 2 1— � = con Q2 U Qw o �m�� + JZNcn O Q�oJ N L L LL_ c- C Q � OOH W N o co o0O r � � LLz C� � z O 0 1 cu 7 of 14 M/I ORLANDO O co Cc W w �mw, 2 1— � = con Q2 U Qw o �m�� + JZNcn O Q�oJ N L L LL_ c- C LLu � Q N o co � r � 00 O C C� 0 1 cu Q) �i> w W 0 U) J L DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! 7 of 14 M/I ORLANDO 23'-0" 12'-b" II' -21/2" " o 3x3' 12x12 BLK. 12x12 BLK. AG COL 4 GONG.51-M 24x24"x20' H/ THK. E06E FT6. W/ 3 #5 EA. WAY IN 24'x24'x20" I I FT6. WI 3 #5 EA. L_i_ WAY 2-51/2' 'cY I ■ 1'-31 9'-10" I-1/2" DP. REGE55 @ 5GD ■ 0 L1111111111111,1171A lk ■ Q U-1� I I ry "LEXINGTON" I 2 UNIT 4 I 4" CONC. SLAB W/ FIBERMESH OR I 6x6 WWM AT PERIMETER ON I 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED FILL Ap •Ap p u I TOP OF SLAB 8' _ +0'-0" A. F.F. (REF. ELEV.) 10'-6" 3'/oq A6 5 `r ry _ (NO SLAB) "' 24"x24'x2O' FT6. W/ 3 #5 EA. HAY �+ I' 4-3 ms �r " 2'-11" 5 o � I Io o ( I 0 2 I I � I ■ ° ■ In in■ i ■ ■ 15/8" CURB 2'-3" 5'-2" 31_2 1'-1' 22'-0112" LEXINGTON UNIT "A" 4 ` N Lu �� u 22'-b' 13'-0' 7 I3'x3' GONG. o AG PAD d3 I I 2, I I 4 -2 i I -I 22'-b' 13'-0' 7 o I 4" GONG. SLAB I 3'x3' GONG. - W/ THK. EDGE AG PAD b I � I 2 i I 2 I 12'-10" 4'_I ■ b"51DOWN ZIA ■ e I- " REGE55� D 77 ■ - v q) 1 P/4419 "PRINCETON" "PRINCETON" ON Z UNIT UNIT 4" CONC. SLAB Wl FIBERMESH OR 4" CONC. SLAB WI FIBERMESH OR Q 6x6 WWM AT PERIMETER ON 6x6 WWM AT PERIMETER ON I— 6 MIL VAPOR BARRIER OVER 6 MIL VAPOR BARRIER OVER j l'-81/2" CLEAN COMPACTED FILL " CLEAN COMPACTED FILL ' TOP OF SLAB z TOP OF SLAB 6-4" +0'-0"A.F.F. ONG. 5LAB W THK. E06E I b' 4, +0'-0" A. F. F. o " (REF. ELEV.)(REF. ELEV.) v WFAY � WAY 4 -Q IT 2 - N 4 d' I I■ ry 7-51/2' 4 4 D5A CV 9 , v " IT n; " CV cv I 4'-4" I'-1" 2' -II" 0 - 'r 1-1/2' DP. 2'-1 A 1/2" 2' -II" I'-7' 4'-4' I - - 0 o p m BRICK I I BRICK o NO SLAB) rr� RICK L-1 NO SLAB) I `r `n I 8x GOL 8x24 BLK. 8x8 BLK K. COLUMN I COLUMN C a 24"Wxlb"DP. FT6. W/ 24"Wxlb"DP. FT6. W/ I 4 #5 GOVT. -T.O.F.= 4 #5 DONT. -T.D.F.= rxx -1'-4" A.F.F. 44' A.F.F. 1518' ■ ■ ■ CURB CURB ■■ ■ ■ 6 -b 112" 21'-10 1/2" 21'-10112" PRINCETON PRINCETON UNIT "B" UNIT "B" r < FIN. 4' 0 O = 2-#5 BAR5 I' 4" GOVT. ON GHAIR5 TYP.1-STY. SLAB EDGE BR6. WALL v O O O I -8 3-#5 BARS CONT. ON (HAIRS 5 INT. FRAME BRG. WALL FTG. 8'-0 I/2" ry N 158'-b" 27-b" 22'-b' 13'-0' 13-0' 7 � 4' GONG. 5LAB I 3xAC,3' rO o I 4' GONG. SLAB I 3'x3' GONG. hU THK. EDGE I I W/ THK. EDGE AG PAD I I 2 1 I 2 I 12'-10" 11 4 -10 12-10' 4419, 4'- V 5TEP DOWN b' STEP DOWN VL ■ ■ RECESS ®56D WCE55 ®56D ry - � Q "TRENTON" "TRENTON" x 3'-b' 3� UNIT UNIT 4" CONC. SLAB WI FIBERMESH OR 4" CONC. SLAB WI FIBERMESH OR 6x6 WWM AT PERIMETER ON 6x6 WWM AT PERIMETER ON 6 MIL VAPOR BARRIER OVER 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED FILL CLEAN COMPACTED FILL 1'-81/2" TOP OF SLAB x TOP OF SLAB +0'-0" A. F. F. +0'-0" A. F. F. (REF. ELEV.) 4'-8" _ " 4'-8" (REF. ELEV. ) i N 22'-b' 13'-0" 7 4• GANG SLAB I 3'x3' GONG. 3'x3' GONG. W/ THK. E06E AG PAD AG PAD I 12-l0" 41616 21[: b" STEP DONN ■ RE( E55 ® %0 — "PRINCETON" UNIT 4" CONC. SLAB WI FIBERMESH OR 6x6 WWM AT PERIMETER ON 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED FILL TOP OF SLAB +0'-0" A. F.F. (REF. ELEV.) \ 0 23'-0' Z 7 Q I— � J j = " W-2 1/2" ' � z 24'x24'x20" ONG. 5LAB W THK. E06E I 24"x24"x20° WI 3 #5 EA. FT6. W 3 #5 EA. WFAY WAY 2 ° I I �L I I■ ry 7-51/2' ■ ■ CZ 1-1/2' DP. REGE55 ® 55D ■ L- I ■ I m i "LEXINGTON" I UNIT I 2 = Q 'CONC. SLAB W/ FIBERMESH OR I 6x6 WWM AT PERIMETER ON I 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED FILL I 4 = TOP OF SLAB +0'-0" 1- 11 I "� 0 0 A. F. F. _ F. . 101-b' (REFELEV} A oe 4 a x �o ■ ■ ■ I v I 4 4'-0' 4'-0" 3A CK Ib"Ab" FT6. W/ 3 #5 BRICK Q ( 15/8" pq�l �o fDONT. -T.O.F.= -I'-4' PAVEAB 15/8' I o - 3A .a 1,-4, CURB (NO SLAB) v I �j AF.F. ) `r GURB � q en J �24"x4DP. FT6. 3 #55 EEA. MAY T. -I'-4-4 T.O.F.= " A.F.F. ■ �, ry ■ oil■ Q ■ ■ LW " ry $x8 BLK. � I 4'-4" I'-1" 2' -II" 2'-31/2' I w K. I o - o BRICK #� Xlb'DP o GOLGOLUMN 8x24 BLK. 8x8 BLK. GOL o uJi = -' o u, COLUMN I PAVERS DONT. -T.O.F.- GOLUMN I 5n (NO SLAB) -I'-4 A.F.F. 24"Ab"Ab"DP. FTG. 24xib"Ab"DP. FTG. — W/ 3 #5 EA. WAY H/ 3 #5 EA. WAY I ■ T.O.F.= -1'-4" A.F.F. T.O.F.= 44' A.F.F. i15/8"I `r 88x8 BLK. 8 _ CURB a, m I �C,OLUMN 8x8 BLK. GOL$ m v I l5/8 I = COLUMN L CURB `r Q 15/8" ■ ■ ■ ■`�' GURB CURB v ■■■ ■■ L v 6 6 b ■ . , -b 112 S'-8' 1'-5" 1'-5" 8'-8' '-b 112" 10'-1" L5 1/2" 6 21'-10112' 21'-10 112' 21'-10112' TRENTON TRENTON PRINCETON UNIT "C" UNIT 111311 3 \ PAAVVER5 (NO SLAB) 24'04"00" FT6. W 3 #5 m I EA. HAY 5 41-31 2 -II' 8" o Q m O I m I I 4 I 4 I pm ■ 15/8' CURB 7-III/2' 5'-2" 22'-0 I/2" LEXINGTON UNIT "A" (URB WIDTH A5 5TATED ON PLAN5 1112" CURB FIN. VARIES VARIES BRG. WALL VARIES VARIES VARIES VARIES TYPICAL EDGE � I VARIES 4" z o 4' LANAI SLAB v z #5 BAR - z " �r - O O = O O OPAL 4 O O (ONT. ONS 4" a a T AT 24 O.G. 4 a345 CONT ON 4" O O O 3-#5 BARS GHAIR5 4-#5 BAS DONT. ON O O PIPING GO NT. ON -10" CONT. ON BARS 3 - BARS I'-10' 2'-0" DONT. ON G5 2-0 HAIR,• GHAIRS CIMIR5 COI' PIPE (b° DIA. MAX.) CHAIRS CHAIRS RAISED CURB FTG. RAISED CURB FTG. INT. BLK. WALL FTG. AT SLAB SLEEVE (DIA. LARGER THAN PIPE) 2 TYP. 2 -STY. 3r3k�3B 4 INT. BRC. WALL FTG. AT GARAGE EXT. BTWN. GARAGE STEP DN. BTWN. GARAGE & TYP. PIPE THRU FTG. SLAB EDGE AT SLAB STEP DN. 1 WALLS INT. WALLS ADJ. UNIT INTERIOR WALLS DETAIL AS REQ D. VERIFY w/ DOOR MANUF. 11 1/2' - OPE 8 GmSLS WALL #5 BAR DOWEL STEM MONO AT EA. REINF. SSM EXTEND STEM WALL FTG. `��'E FIN. FILLED CELL 6RADE DEPTH OF REBAR 2'-1" INTO MONOLITHICMONOPAVERS #5 BAR ON ED6ELI TO MAS TCH SLAB EDGE 550 $ / • • DRIVE o BOT. OF STEM _ VARIES _ �3)ON SGAIRMS WAY O O 4' a a AT 24" O.G. m � WALL FTG. Ib" 1 #5 CONT. 4-#5 BARS TI 1 1/2' A.F.F. 'z) FIN. 2'-0" CONT. ON CHAIRS - - ----'� 8' I -0 I #5 DONT. SLAB EDGE FTG. AT 7 45° o m 6 PATIO/ENTRY s INT. NON-BRG. SLAB TYPICAL FTG. 4#5 FB 2-b �< 9 CONT 2'-0" CONT. GONG. GARAGE DOOR OPNG. SLAB EDGE FTG' �o BRICK PAVER DETAIL STEP DN. FTG. INT. SEPARATION sw� STEM WALL DE xx TAIL STEM WALL FTG. TO MONO WALLS AT ENTRY SLAB EDGE TRANSITION 1. FOUNDATION NOTES: I. 0 INDIGATE5 FILLED CELL W/ 3,000 P516ROUT H/ 145 REBAR UNLESS NOTED OTHERHI5E. 2. DO NOT 5GALE PRINT51 GON5WT FROM GAL(ULATED DIMEN51ON5 ONLY. ANY D15GREPANGIE5 TO BE REPORTED TO M/I HOME5 FOR CLARIFICATION. 3. REFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING WALL, AND GONGUIT UNDER 5LAB LOGATION5, 4. AG PADS TO BE 12" MIN. ( LEARANCE FROM 5LAB EDGE. 5. T.O.F. = TOP OF FOOTIN6 SLAB PLAN. 1/4" = 1'-0" q " LATEST REVISION DATE TO MASTER: 02-15-10 0(0-) U W Lu ZZ Ic o co U o? c'noUw� 0 (a1w— z;_lu-)� Q= Qw=ti U C JZoch J 0 , J i Q LL W N Q � d- o N 0 O do a� • W Lu 0 W J � 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 Z Q WO � J j = LJL � z O Ic o co U o? c'noUw� 0 (a1w— z;_lu-)� Q= Qw=ti U C JZoch J 0 , J i Q LL W N Q � d- o N 0 O do a� • W Lu 0 W J � 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 Ap Ap Ap AA Ap Ap Aa Ism 0 Aka LINTEL NOTE5: I. REFER TO PLAN(5) FOR BOTTOM OF LINTEL HE16HT5. 2. GONGRETE IN LINTEL 5EGTION5 SHALL BE 3000 P51 0 2& DAY5 3. REBAR STEEL SHALL BE MIN. GRADE 40 DEFORMED. 4. LINTELS MANUFACTURED BY FLORIDA ROCK 15 AGGEPTABLE. 5. APDL GONG. FILL W/ 145 BAR IN "U" LINTEL515 A(GEPTABLE BUT NOT REQUIRED FOR LINTEL 5EGTION5 #2 AND #2R. LINTEL 5EGTION5: B"H. PREGA5T U' LINTEL ON TOP GOUR5E FILL Wr GONG. 145 a� ti (MIN. b-1/2' BR6.ON EN05) a� 8'H. RECESSED PRECAST U' LINTEL -UNFILLED K 145- (MIN. -#5(MIN. b-112' BR6. ON END5) 1R WH. KNOCKOUT CMU TOP GOURSE FILL Wl GONC. 6 145 FELT PAPER OR 5GREEN dz� lz 0 UNFILLED GMU COUR5E(5) ry ry b'H. PREGA5T U" LINTEL - UNFILLED (MIN. 4' BR6.ON END5) 8'H. RECESSED PRECAST 'U" LINTEL -UNFILLED O(MIN. 4' BR6.ON ENDS) 2R .7. 7. b'H. KNOCKOUT GhU TOP GOUR5E FILL HU GONG.1 145 H. PREGAST OR PRE5TRE55ED U" LINTEL -FILL W GANG. 4 1-x5 '.�:` a : (MIN. b -U2' BR6.ON END5) b'H. RE( E55ED PRE( A5T L _ _ _ _ J U" LINTEL -FILL W/ (ANG. d 145 O (MIN. 6-1/2' BR6.ON EN05) 3R :. b'H. KNOCKOUT CMU TOP i.. . GOUR5E FILL WI GONG. 4 145 CWGOURSE(5) FILL �r o w GONG. mo b'H. PREGA5T OR PRE5TRE55ED U" LINTEL -FILL W GONG. d 145 (MIN. b-1/2' BR6.ON EN05) r r 5"H. REGE55ED PREGA5T If LINTEL -FILL W1 GONG. d 145 O(MIN. b-1/2' BR6.ON EN05) 4R 4'H. CMU FILL WI GONG 8"H. PREGA5T U' LINTEL ON TOP GOLR5E FILL WI GONG. 145 (MIN. 6-I/2" BR6.ON END5) O EXTEND JAMB BOARD 12' MIN. ' ABOVE MA50WY OPENIN6 b'H. KNOGKOUT GHJ TOP � Z v 4 S ! . �w CG'LR5E FILL HU GONG. d 145 Q = MA50NRY OPENIN60P O W/ IOd GONG. NAIL5 AT 12' O.G. #3 5TIRRUP5 W J Z o m N N '41 \ AGI IbO' HOOK o ATTACH FLUSH W/ 51DE5 OF MA50NRY — — @ VOL. O.G. W/ (4) 1/2' 6ALV. 'J' ANCHOR BOLTS 6ARA6E DOOR MA50NRY OPENING HU 1' 50. WA5HER - 24' MAX GIG GURRENT PRODUCT APPROVAL DATA SHALL SUPERSEDE THE AGE ANG2HOR5 PERIOORRDTO GROUT INFORMATION GONTAINED IN THI5 DETAIL ONLY IF SUCH FILL AT MASONRY GORES b'H. PREGA5T OR PRE5TRE55ED U' LINTEL -FILL WI GONG. d 145 O(MIN. 5 b-1/2' R%. ON ENDS) 4'H. CMU FILL WI GONG 8"H. PREGA5T U' LINTEL ON TOP GOLR5E FILL WI GONG. 145 (MIN. 6-I/2" BR6.ON END5) O GARAGE DOOR JAMB PREP (81.011W. xT-0"H. DOOR 1/4" = 1'-0" viuvu✓L Yvvl�i-V-l.J1lIV�I VI-L1111YU CURRENT PRODUCT APPROVAL DATA SHALL SUPERSEDE THE INFORMATION CONTAINED IN THIS DETAIL ONLY IF SUCH INFORMATION 15 MORE RE5TRI6TIVE EXTEND JAMB BOARD 12' MIN. ABOVE MASONRY OPENIN6 P.T. 2xb ® DOOR HEAD ATTAGH FLU511 W/TOP OF MA50NRY OPENING W/ 10d GONG. NAIL5 AT 12" O.G. P.T. 5.Y.P. 2xb a BOTH DOOR JAMB5 ATTACH FLU5H W/ 51DE5 OF MA50NRY OPENING W/ (T) 1/2" 6ALV. 'J' ANCHOR BOLT5 W/ I" 5Q. WASHER - 13-3/4' MAX. (X 5PAGIM - 2" MIN. EMBED PLAGE A%HOR5 PRIOR TO GROUT FILL AT MA50NRY 6ORE5 GARAGE DOOR JAMB PREP (161.011W x7'-O"H. DOOR 1/4" = 1'-0" lst STY. MASONRY PLAN 1/4" = 11-0' LATEST REVISION DATE TO MASTER: 02-15-10 LlJ �CL: w 0 0 w V_ DC �Lu O W 7 Z O U Lu O z z 0 Q C) or_ O LjL C EXTEND JAMB BOARD 12' MIN. O ABOVE MA50WY OPENIN6 � Z v 4 S P.T. 2xb ® DOOR HEAD �w OF Q = MA50NRY OPENIN60P O W/ IOd GONG. NAIL5 AT 12' O.G. 4 J Z o m N N '41 \ P.T. 5.Y.P. 2xb ® BOTH DOOR JAMB5 � Q ATTACH FLUSH W/ 51DE5 OF MA50NRY — — OPENING W/ (4) 1/2' 6ALV. 'J' ANCHOR BOLTS 6ARA6E DOOR MA50NRY OPENING HU 1' 50. WA5HER - 24' MAX GIG GURRENT PRODUCT APPROVAL DATA SHALL SUPERSEDE THE AGE ANG2HOR5 PERIOORRDTO GROUT INFORMATION GONTAINED IN THI5 DETAIL ONLY IF SUCH FILL AT MASONRY GORES INFORMATION 15 MORE RESTRIGTIVE GARAGE DOOR JAMB PREP (81.011W. xT-0"H. DOOR 1/4" = 1'-0" viuvu✓L Yvvl�i-V-l.J1lIV�I VI-L1111YU CURRENT PRODUCT APPROVAL DATA SHALL SUPERSEDE THE INFORMATION CONTAINED IN THIS DETAIL ONLY IF SUCH INFORMATION 15 MORE RE5TRI6TIVE EXTEND JAMB BOARD 12' MIN. ABOVE MASONRY OPENIN6 P.T. 2xb ® DOOR HEAD ATTAGH FLU511 W/TOP OF MA50NRY OPENING W/ 10d GONG. NAIL5 AT 12" O.G. P.T. 5.Y.P. 2xb a BOTH DOOR JAMB5 ATTACH FLU5H W/ 51DE5 OF MA50NRY OPENING W/ (T) 1/2" 6ALV. 'J' ANCHOR BOLT5 W/ I" 5Q. WASHER - 13-3/4' MAX. (X 5PAGIM - 2" MIN. EMBED PLAGE A%HOR5 PRIOR TO GROUT FILL AT MA50NRY 6ORE5 GARAGE DOOR JAMB PREP (161.011W x7'-O"H. DOOR 1/4" = 1'-0" lst STY. MASONRY PLAN 1/4" = 11-0' LATEST REVISION DATE TO MASTER: 02-15-10 LlJ �CL: w 0 0 w V_ DC �Lu O W 7 Z O U Lu O z z 0 Q C) or_ O LjL C O co �L_ V �sowL �w W� m U) Q = Q W o O U_ 137, � J Z o m N � W � a � Q DO NOT 5GALE PRINT5I GONSWTION 5HALL BE PER INDIGATED DIMENSIONS ONLY, ANY 0I9GREMCIE5 TO ElE REPORTED TO MA HOMES FOR GLARIPIGATIONI 10 of 14 M/l ORLANDO O IrN obcfl O O � 1 ♦' CU > n� W • W L1� � Lu i— O J � DO NOT 5GALE PRINT5I GONSWTION 5HALL BE PER INDIGATED DIMENSIONS ONLY, ANY 0I9GREMCIE5 TO ElE REPORTED TO MA HOMES FOR GLARIPIGATIONI 10 of 14 M/l ORLANDO M Aim 13' DP. FLAT GIRDER TR1,55 OR Ib" DP. FLOOR TRU55 CONC. BLOCK !MALL -CONNECT HANE -ER TO CMU KA.LL W,' PROVIDE HD. SHIMS A,5 (12) I/4"x2 3/4" 51MP50N R.EO'D. TO FILL 6AP 5THN. "TITEN" 5 REWS HAN6ER AND TRU55 5iMP50N HU26 OR HJ26-2 HAN6ER W (6.1 IOd NA15_1 TG TRU55 i TRUSS TO CMU WALL 12 HANGER CONNECTION 3 PLY 16 FLAT 51RDER 51MP5O "L6T3-5D52.5" (21)164 SINKER5 TO COLUMI 12) 5D5 1 /4"x2 I, SCREWS TO 61RDI 3.5'xf 51MP5;ON "d7lb" HOLDDOHN H/ 5;'V' THREADED ROD TO 5L.AB SET IN EPDXY FILLED HOLE Itis` 5" MIN. EMBED FILL ALL NAIL HOLE5 GIRDER TRUSS TO COLUMN TO SLAB CONNECTION CMU SEPARATION HALL BTHN. UNITS CONNECTOR VARIE5-5EE PLAN FOR INFORMATION Ib" DP. FLAT &RDER TRU55 OR 16" DP. FLOOR TRII)55 7 WALL ON�. BLOCK CONNECT HANOER TO CMU HALL i,V PROVIDE HD. 5HI115 A5 (12)114"x2 314' 51MP59N REO'D. TO FILL 5AP 5Tvh "TITEN" 5GREH5 HAN6ER AND TRU55 51MP50N "HU46" HA4NI6ER 14' (b) 10d NAIL5 TO TRU55- i o TRUSS TO CMU WALL 12 -' HANGER CONNECTION 51MP50N 'L5TAI2' OR OA(X-TIF 'I r,0' FI AT STPAP DJ AM. C tN I tK y I KN UN bO I . Ur i R)55 OR BEAM J H/ 5' MIN. EMBED / FILL ALL NAIL HCLE5 s 2ND STY FRAME WALL TO GIRDER OR BEAM STRAP CONNECTION L'VL BEAM OR GIRDER TRY55 PER PLAN 51MF5ON "HTTIb' HOLDDOHN 4` 5/5" THREADED POP TO ELK. 61AL! -5ET IN EPOxY FILLED HOLE Hl'" MIN. EMBED FILL AL. NAIL HOLE5 CIO MC. BLC�sK I^WLL-��--- BEAM ! GIRDER TRUSS 12 TO CMU WALL STRAP CONNECTION %� GABLE END FLIP. TR55 OR LAM. BEAM PER PLAN PA.RRr:LLE_ TO VLALL SETBACK FACE OF TRI 5 R BEA.h1 I,'2 FROM FACE OF BLOCC CMU 1IA1L 51"iP50N "HETA20" ANCHOR 4' DIMENSION TO AT 24 0 . NAX - PRO'dIDE 50L G' 2x4 VERT. BLK STAN. TRU55 5TRAP FROM FADE -00 4 BOT CHOPY FOR NAIL NS OF BLK. HALL FILL A_L "l11--40-ED TYPICAL FLR TRUSS 1 BEAM FLOOR TRU55ES GONNEGTIN6 EA. 2ND 5TY. 5TUD TO TOP PLATE CENTER 5TRAP ON BOT. OF TOP PLATE AT 24' 0,' MAX. 2x4 COAT. RIM BOARD i .AT -OF 4 BOT. CHORD �EU / CONNECT TO EA. FLR. / / TRL55 ni Albd NAIL5 i WOW.PER PPLLANIN� W 5ETE.ACK FACE OF Q RIM BOARD 1/2' FROM DBL. 5TRAP AT EA. 51DE OF OPN6. 1 2' MIN. DIMENSION 51MP50N 'HETA.20'' ANCI3G'R 0 A EA. FLOrOR TRU55 TO 5TRAP FROM FILL A L NAIL HOES FACE OF BLK. WALL �I''14'x2-112" 51MP50N "T'TEid LL - ;,� S,MP50N -IE A;00 HD" BLK. AT EA. FLR. TRU55 0 WALL FILL AL. NAIL HOLES 2 FLY-5+P5ON LCW,28-2 0 O H.AN6ER 1l' (b SDS I'4`x2 I:2" ' 56, b'6 ,O R,55II C. FLR. TRUSS TO CMU WALL ;24354 MAX UPL I GIRDER TPU55 OR LVL BEAM PER PLAN J 511" ON 'HTTIb" W 51MP50N 15TAI2' OR QUICK -TIE 1512" FLAT 5TRAP 5/8" THREADED RCD WNNECTIN6 EA. 2ND 5TY. STUD TO 61RDER TRU55 OR TO BLK. '�Atl_-5ET IN FPriXY ;:!I I Fn 1111 F DJ AM. C tN I tK y I KN UN bO I . Ur i R)55 OR BEAM J H/ 5' MIN. EMBED / FILL ALL NAIL HCLE5 s 2ND STY FRAME WALL TO GIRDER OR BEAM STRAP CONNECTION L'VL BEAM OR GIRDER TRY55 PER PLAN 51MF5ON "HTTIb' HOLDDOHN 4` 5/5" THREADED POP TO ELK. 61AL! -5ET IN EPOxY FILLED HOLE Hl'" MIN. EMBED FILL AL. NAIL HOLE5 CIO MC. BLC�sK I^WLL-��--- BEAM ! GIRDER TRUSS 12 TO CMU WALL STRAP CONNECTION %� GABLE END FLIP. TR55 OR LAM. BEAM PER PLAN PA.RRr:LLE_ TO VLALL SETBACK FACE OF TRI 5 R BEA.h1 I,'2 FROM FACE OF BLOCC CMU 1IA1L 51"iP50N "HETA20" ANCHOR 4' DIMENSION TO AT 24 0 . NAX - PRO'dIDE 50L G' 2x4 VERT. BLK STAN. TRU55 5TRAP FROM FADE -00 4 BOT CHOPY FOR NAIL NS OF BLK. HALL FILL A_L "l11--40-ED TYPICAL FLR TRUSS 1 BEAM FLOOR TRU55ES AT 24' 0,' MAX. 2x4 COAT. RIM BOARD FLAT .AT -OF 4 BOT. CHORD �EU / CONNECT TO EA. FLR. / / TRL55 ni Albd NAIL5 Q= INBR(j.- ILL W 5ETE.ACK FACE OF Q RIM BOARD 1/2' FROM CHH 14ALL FACE OF BLOCK 2' MIN. DIMENSION 51MP50N 'HETA.20'' ANCI3G'R 0 A EA. FLOrOR TRU55 TO 5TRAP FROM FILL A L NAIL HOES FACE OF BLK. WALL �I''14'x2-112" 51MP50N "T'TEid LL - ;,� S,MP50N -IE A;00 HD" BLK. AT EA. FLR. TRU55 TYPICAL FLR. TRUSS 1 BEAM , 2 a PARALLEL TO CMU WALL � PERPENDICULAR TO CMU WALL 12 UPLIFT STRAP CONNECTION UPLIFT STRAP CONNECTION * UNLE55 OT}IEPAISE NOTED ON THE PLAN 2 3i Y 16 DP. -'b` DP. FLOOR FLAT C01�. 3LOCK �EU TRUSSES Hf M - 6IRDER TRU55? / NN L Q= INBR(j.- ILL W � Q ALL I CONNECT HAW TO Q Lu 0 "H IJ HALL N �= �I''14'x2-112" 51MP50N "T'TEid LL - ;,� S,MP50N -IE A;00 HD" BLK. AT EA. FLR. TRU55 0 WALL FILL AL. NAIL HOLES 2 FLY-5+P5ON LCW,28-2 0 O H.AN6ER 1l' (b SDS I'4`x2 I:2" ' 56, b'6 ,O R,55II C. FLR. TRUSS TO CMU WALL ;24354 MAX UPL I J , L1J 3 PLY! LE';x' ,' ' 12 STRAP CONNECTION (6) HAN6ER K' (6) 555- I;'4'k2 1r2' � 11 ' �� S15 # '� ° TRIFfr (355 # `�!A.:>< UPLIFT,) MID SPAN BEARING CONDITION FLAT GIRDER TRUSS TO CMU WALL 1 HANGER CONNECTION UNLE55 OTHERH15E NOT£D ON THE PLAN PRE-ENGINEERED POOFF TR�55 OR COW FRAMED RAFTER 51MP5ON 'HET.A20" STRAF AT FA. TRt55 - NAILS PER 5.I-ED`S.= - r` 1 BL 12 UNLE55 0-HERHi5E NOTED ON THE °LA, UPLIFT LOAD' REOUIREMENT5 05TAI"IED FROM 5E.ALE1) EN6INEERIN6 DRAHINCf FROx` TR'G5 MANUF. 'HET A20' 5TRAP NAILIN[, 56HE1?JLE IUFLIFT a OF NAIL5 VA' I)E REOIARED 0810 ('a;10d x _11/y 200 (b)ICd x ' (411Cd x IL I CMU KALL TYPICAL TRUSS TO OCK WALL CONNECTION 2x4 X-BR.AGIN65 AT 2x4 PDX FRAME AT 48" O.C.MAX. H! 48" O.G. RAX IN 051351-EATHIN6 EA. 50E (CONNE` -O V DF. FLOOR ;' FIRST (moi TRU55 BAYS - OR 2x4 W,' bd NA.IL5 ,AT b" 0C.) AT FIRSTTRU65E5 PER PLAN 1ONNECT E.A. END TRI55 BA`'5-604 ECT E.A. CORNER W{ i x 6'(2)10d TOENA''L5 ;1'2}IOd TOENAI_57 :-I6' DP. r5ABLE END FLR. TRU55 OR/ I6" DP. LAM. BEAM PER PLAN -P � �ALK FACE OF RIM % \ % BOARD/2" FROM OF FACE BLOCK CONG. BLOCK HALLALTERNATE PROVIDE 51MP5aJ HETA20 ANCHOR 4` DI"tEh�510?I TO 5TRAP , T 24" O.G. MA,�. - PROVIDE 561_15 BRACING BTWN. e� D5 OR hAilTRU55 L' k� FLR. TRUSSES FROM FACE OF BLK. I^LAL! � �- - NAIL HOLE5 ' 3 PERIMETER WALL DETAIL 12 TRUSSES PARRALLEL TO WALL 1st STY. FRAMING PLAN 1/4" = 1'-O" FRAMING PLAN NOTES: I. PERMANENT OR TEMPORARY BRACING OF TRU55E5 PER HIB91. ANY ADDITIONAL TRU55 BRAGIN6 REQUIRED HILL BE DETERMINED BY TRU55 ENGINEER ON 516NED AND SEALED TRU55 DIA6RAM5. 2. ALL TRU55 TO TRU55 GONNEGTOR5 TO BE SUPPLIED BY T1455 MANUFACTURER. 3.INDICATE5 #2 5YP OR BETTER 2x4 BLK6. AT 48' O.C. BTHIN. TRU55 BOT. GHORD5 ® W/ (2)-Ibd COMMON5 TOE -NAILED EA. SIDE. (TYP. AT 15T (4) TRU55 BAYS AT ALL 6ABLE EN05 UNLE55 OTHERH15E SHOWN ON THE PLAN) 4. ALL OVERHANG TO BE 12' MLE55 OTFERH15E NOTED ON FRAMING PLAN OR ELEVATIONS. 5. PROVIDE MIN. (2)-I0d TOE -NAILED GOMMON5 AT EA. TRU% BEARING BOTTOM CHORD TO TOP PLATE AT ALL FRAME BR6. WALL5. (AD05 150 LB5 UPLIFT CAPACITY TO 5TRAP GARA(ITY) b. ALL INTERIOR FRAME BEARING WALL5 5UPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTOR5 REQV) 1. FLOOR TRU55 TOP CHORD BEARING CONDITION ON 13' DP. GIRDER TRIM OR BEAM. 8.15T 5TY. OR 2ND 5TY. PLUMBING WALL, TOILET, OR FLOOR FITTING. 9. PROVIDE AG DUCT RUN THRU FLOOR TRU55E5 - MAXIMIZE OPENING AT CENTER OF SPAN 10. PROVIDE 2x12 LEDGER (BOTTOM AT TRUI55 BR6. HT) W/ (10) IOd NAIL5 AT EA. VERT. STUD. IL PROVIDE 2x4 LEDGER A5 REQ'D. FOR FLOOR DECK NAILIN6. 12. ALL 61RDER5 5HOWN 51146LE PLY. FOR CLARITY - 5EE TRU55 EN6INEERIN6 FOR REQUIRED NUMBER OF PLIE5. AIBICIDIE 2 5', TYPE "A" = 1'-4' TYPE "B` z 5'-4' TYPE 'D' = 6-0` TYPE 'E" = 4'-0° SPAN PER TYPE TRUSS PROFILES DESIGN LOADS: ROOF LOADS: LNE - 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: LNE - 40 PSF. DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.) LATEST REVISION DATE TO MASTER: 02-15-10 C m Z U m �EU roa;w�n � uJ _ �--2 c 0 to ia Q= aw=CD W � Q N Li U- .0 W � Q Lu 0 < �= LL - 0 0 O H C m U m �EU roa;w�n � uJ _ �--2 c 0 to ia Q= aw=CD C JZ o M � J Q N Li U- .0 W � Q DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! 12 of 14 M/l ORLANDO O N 00 O C) IT- < 0 • L1J 0 W O� J (J) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! 12 of 14 M/l ORLANDO 0 C INDICATES AREA WITH 7116" FIRE RETARDANT TREATED WOOD ROOF SHEATHING - C w 0 0 INDICATES AREA WITH 7116" FIRE RETARDANT TREATED woon POOP QWPATuinir__ u M 0 LE K.O. BLOCKS #5 9 EA. U0XV5E '<" x 4" TITE`! HD x 2 1/2'505 -5REv65 =R �,J 1GLIM410 HANr�ER #7 GIRDER TRUSS CONNECTION DETAIL 51MP50N 'H-10" TIE AT EA. TRY FILL ,ALL HOLE5 WITH 0.d x 1112" NAIL5 (1' "H -!C" STRAP FOR UPLIFT5 fP TO 850 L135. 12,I "MT512" 5TRAP5 FOR JIPLIFT5 BTKN. 560 ,AND 1120 _135. ADD'L. STRAP -0 BE IN5TALLED ON OPPO51TE 51DE OF TRU55 PRE-ENGINEERED ROOF ✓/ TRU55 OR CONY. FRAMED, RAFTER ONT. D3L.FRAME BEARING WALL, 2x: TDF PLATE BEAM, OR GIRDER TRL65 TYPICAL TRUSS TO FRAME WALL, BEAM, OR FLAT GIRDER TRUSS UPLIFT STRAP CONNECTION I 'JN_E55 OTHERWI5E NOTED ON THE PLAN E SEE TYP'CA_ WALL SECTION FOR RATE "0 51UD CONNEC-'ON ' UPL'FT LOAD RE0 REMENT5 05T,AINED FROM SEALED EN65NEERN45 1)RAWIN6.5 =R0 i TRL55 MANUF. Roof Girder Connector Schedule Plan O Connector v3 Max. Max. Uplift Gravi Mark Manuf. Model No. Qty. Load Load Fasteners / Remarks 1 SIMPSON MTS12 2 1720 C (14) 10d x 1-1/2" EA. 2 SIMPSON LGT2 1 1785 (14) 16d SINKERS AT WALL O � LJLT- (16) 16d SINKERS AT GIRDER 3 SIMPSON MGT ----------------------------- 1 3330 (1) 5/8" DIAM. BOLT & (22)-10d a) HDU41 0 0 3600 I..L1 (10) - 1/4" x 2 1/2" SDS SCREWS 4 SIMPSON HU28 1 575 2450 6L TITEN 1/4" x 2 3/4" TO CMU LL � 4 1( x 1 1/2" TO TRUSS 5 SIMPSON HU28-2 1 1085 4350 21-TITEN 1/4" x 2 3/4"_TO_CM_U J (/) 6 10d TO TRUSS 6 SIMPSON HU410 1 1810 5085 18�- TITEN 1/4" x 2 3/4" TO CMU 10 10d To-TOWS-s- OTRUSS7 7 SIMPSON LGUM410 1 3575 - 9620 8 - TITE_N HD 3/8" x 4" TO_CM_U 8 1/4" x 2 1/2" SDS SCREWS 8 SIMPSON HTT16 1 3480 (1) 5/8" DIAM. BOLT TO CMU OR ----- — -- -- —(`18)16dT6STUD MSTCM40 1 3300 — (8) - TITE_N 1/4" x 2 3/4" TO_C—M_U (22) 16d SINKERS TO STUD w 2nd STY. FRAMING PLAN 1/4" = 1'-O" FRAMING PLAN NOTES: 1. PERMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED SHALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 2. ALL TRUSS TO TRUSS CONNECTORS SHALL BE THE RESPONSIBILITY OF TRUSS MANUFACTURER. 3. ® INDICATES #2 OR BETTER 2x4 BLK'G. AT 48" O.C. BTWN. TRUSS BOT. CHORDS W/ (2)-16d COMMONS TOE -NAILED EA. SIDE. (TYP. AT IST (4) TRUSS BAYS AT ALL GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN) 4. ALL OVERHANGS SHALL BE 12" UNLESS NOTED OTHERWISE ON FRAMING PLAN OR ELEVATIONS. 5. PROVIDE MIN. (2)-10d TOE -NAILED COMMONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP PLATE AT ALL FRAME BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) 6. BEARING WALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS 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 20 LEDGER AS REQ'D. FOR FLOOR DECK NAILING. 12. SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES 0 GIRDERS 13. PROVIDE MIN. 2 STUDS ®GIRDER TRUSS LOCATIONS. f1i C�l/�•11 ^APYA. LIVE - 20 PSF DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.) BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF. WIND SPEED - 120 MPH./3 SEC. GUST EXPOSURE CATEGORY - "C' - ENCLOSED BUILDING TYPE. FLOOR LOADS: LIVE - 40 PSF. DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.) LATEST REVISION DATE TO MASTER: 02-15-10 C O o v3 co Z 00 Z =CD O CO � Q = Q Lu o O Q-'�`__j a C LLL�JNL Q WoOO I` O � LJLT- 43) a) 0 0 • > L I..L1 C O o v3 co Z 00 t� oHE =CD O CO � Q = Q Lu o O Q-'�`__j �L C LLL�JNL Q �j0- 1 00O I` O 43) a) • > L I..L1 LL � Lu OC/) J (/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! 13 of 14 M/I ORLANDO acs aac ar-aiic i DBL. 2x P.T. BLOCKING (2)12d NAILS VERT. REINF. GONG. AT b' O.G. FILLED CELL W/BAR I --I 1/2" EXP. BOLT AT 24" O.G. VERT. (2 3/4" EMBED) W/ 2'"50. WA5HER --- -- SHEA co co 3/4' DIA. x b" DP. HOLE TOP/BOT. RAILS FOR SOLID C_V #5 BAR DOWEL 5ET IN REINF. FILLED TOP CD EPDXY ADHE-51VE BLOCK COURSE I I Z 51MP50N '5P2" AT EA. 5TUD AT 6ROUT SOLID AT DIAPHRAM AREA FASTEN W/ 5d NAIL5 EXTERIOR WALL5 U5E 5PH4 (AT GONG. BLK. -,— INTERIOR BEARIN6 WALLS) WALL PER TYP. I I 5AWGUT APPROX. WALL SECTION 0.145 DIA.0' L. POWDER A AU EXT N6 TT THI TO 5TUD5 / PLATE5 PER 5TRUGTURAL NOTE5 VERT. REINF. GONG. FILLED CELL W/ 1-#5 1/5" GEMENT PLA5TER PAPER BACK LATH BUILDING WRAP (TYVEK) WALL 5HEATHIN6 PEEL AND 5TIGK MEMBRANE FLA5HIN6 ALUMINUM WINDOW ; FRAME 5ET IN CONT. BED OF 5EALANT EXTERIOR 5GALE: 2" - 1'-0" ALUMINUM WINDOW FRAME 5ET IN DONT. BED OF SEALANT PEEL AND 5TIGK FEMMBRHINE BUILDIN6 WRAP (TYVEK) WALL 5HEATHIN6 PAPER BACK LATH 1/5" GEMENT PLA5TER BAR I AT EXT. FRAME WALL TO BLOCK WALL, PROVIDE 2x P.T. W/ 1/2' EXP. BOLT AT 24" O.G. VERT. (4" EMBED) W/ 2" 50. WA5HER5 PROVIDE 1112' E06E D15TANGE FOR BOLT5 N 51MP50N "5P2" AT EA. STUD AT EXTERIOR I WALL5 WE 5PH4 AT INTERIOR BEARIN6 WALL5) II N TOP OF 5LAB I b.. EXT. FRAME WALL TO BLOCK WALL CONNECTION DETAIL APPLICABLE TO ALL EXTERIOR FRAME WALLS ONLY UNLE55 OTHERWI5E NOTED ON FLOOR PLAN WINDOW HEAD EXTERIOR WINDOW SILL 5GALE: 2" - 1'-0" N rco Cl C ALUMINUM WINDOW / FRAME 5ET IN CONT. J BED OF SEALANT PEEL AND 5TIGK MEMBRANE FLA5HIN6 WALL 5HEATHIN6 EXTERIOR L l/b" GEMENT PLASTER PAPER BACK LATH BUILDING WRAF' (TYVEK) WINDOW JAMB 5GALE: 2" - 1'-0" TYVEK OVER 'G' PEEL AND 5TIGK FLA5HIN6 AND WINDOW FLANGE TAPE OVER GUT IN TYVEK C F' ------------ 5TART B 5TRIP5 HERE ED6E OF WINDOW FLAN6E I E I APPLY PEEL AND 5TIGK FLA5HI% MEMBRANE IN I ORDER 5TARTIN6 AT BOTT OF WINDOW AND OVERLAPPING A5 INDICATED I I PEEL AND STICK DETAIL co co 3/4' DIA. x b" DP. HOLE TOP/BOT. RAILS FOR SOLID zFOR #5 BAR DOWEL 5ET IN ca W _ CD EPDXY ADHE-51VE Qw o c)m�' Z 12' 6ROUT SOLID AT DIAPHRAM AREA FASTEN W/ 5d NAIL5 TOP OF BLK. WALL TOP OF GELL -,— 4" O.G. REMAINDER AT T O.G. 7!1_�(,ONC. FILLED REINF. PEEL AND STICK DETAIL BLOCK CELL DETAIL PROVIDE 5OLID 2x4 BLK6. BTM. co co 3/4' DIA. x b" DP. HOLE TOP/BOT. RAILS FOR SOLID zFOR #5 BAR DOWEL 5ET IN ca W _ CD EPDXY ADHE-51VE Qw o c)m�' Z 12' 6ROUT SOLID AT DIAPHRAM AREA FASTEN W/ 5d NAIL5 TOP OF BLK. WALL TOP OF GELL -,— 4" O.G. REMAINDER AT T O.G. 7!1_�(,ONC. FILLED REINF. 5AWGUT APPROX. w 0.145 DIA.0' L. POWDER (5) 1/4"x2 1/4' MA50WY 5GREW5 GOUR5E �� OPENIN6 IN WALL ACTUATED FA5TENER5- PLACE �I ii TYP. ON NOTES: GOMMON5 TO FLR. TRU55 }' W LOGATION5 AND TYPE5 FLR TRU55E5 25' MIN. LAP --DRILLED HOLE TO BE VENTED SOFFIT z II O.G. (MAX) OF KEBABS GLEANED PRIOR TO i 3000 P51 D15PEN51NG ADHE5IVE 114 r, OPEN GMU WALL GELL5 - REFER TO I G --EPDXY ADHE51VE TO ° ENERGY GALGULATION FOR R -VALUE CELL W #5 HIGH STRENGTH TYPE n REBAR --REBAR DOWEL MU5T 0 W ° #5 VERT. BAR TIED INTO #5 BAR DOWEL BE GLEAN AND OIL FREE I I i 5AWGUT I' W. OF%. IN SAWGUT APPROX.24 HOW6 FOR GL.ARIFICATIONI TYP. WALL 5EGTION GONG. FILLED BLOCK CELL A5 LOCATED WALL FROM TOP TO 4'Wx24`H. PER PLANS II INi BOTTOM FOR FULL HT. OPENING IN WALL WDW. OP%. REBAR PLACEMENT 1,6 z INTO CELL -FILL 50LID 25' MIN. LAP II ei w P OF SLAB OF KEBABS IMI FIBERME5H OR bxb 10/10 WWM OVER Irl � i FIN15H GRADE LU 314' PIA. x b' OR HOLE FOR #5 BAR DOWEL 5ET IN II u lz w EPDXY ADHESIVE ADDED REINF. FILLED BLOCK CELL DETAIL PROVIDE 5OLID 2x4 BLK6. BTM. co co >� � TOP/BOT. RAILS FOR SOLID � U OVER FASCIA ca W _ NAILING OF STRAP 4'-D " Qw o c)m�' FA5GIA MATERIAL TO BE 12' Q DIAPHRAM AREA FASTEN W/ 5d NAIL5 PROVIDE 2x4 BLK6. BTWN. FLR w u 4" O.G. REMAINDER AT T O.G. TR155- CONNECT TO BLK W/ (4) 51MP5ON 'M5TAM24" STRAP W/ w 0.145 DIA.0' L. POWDER (5) 1/4"x2 1/4' MA50WY 5GREW5 � PRE-EW'RED. PREGA5T GONG. LINTEL ABV. TYP. ACTUATED FA5TENER5- PLACE TO BLOCK WALL AND (9)IOd ii WPW. AND DOOR OPN6 .5EE PLANS FOR 13LK6. ALONG 51X OF 6ABLE END GOMMON5 TO FLR. TRU55 }' W LOGATION5 AND TYPE5 FLR TRU55E5 II II 1/2" DRYWALL OVER Ix2 P.T. (MIN.) AT 24" VENTED SOFFIT z I O.G. (MAX) fi GORE -FILL 500 FOAM IN5ULATION IN ALL .W W 114 r, OPEN GMU WALL GELL5 - REFER TO O o ° ENERGY GALGULATION FOR R -VALUE p n W cvLup 0 W ° #5 VERT. BAR TIED INTO #5 BAR DOWEL GONG. FILLED REINF. GONSTRUGTION SHALL BE °ER INDIGATED 0IMEN510N5 TOP GOUR5E REBAR AT EA. REINF. TOP BLK. 6OUR5E PER HOW6 FOR GL.ARIFICATIONI TYP. WALL 5EGTION GONG. FILLED BLOCK CELL A5 LOCATED MISSED PER PLANS FLOOR INi PREGA5T WOW. 51LL - TYP. AT 5TD. TRUSS TO BLK. WALL STRAP PROVIDE (1) "M5TAM24" FOR EA. "HETA20" STRAP 5PEGIFIED — METAL OR VINYL TRIM CONTROL / EXPAN51ON JOINT — l/b' GEMENT PLA5TER PAPER BACK LATH Ib' WIDE PEEL b 5TIGK MEMBRANE OR #15 FELT FLA5HIN6 BUILDING WRAP ( TYVEK) WALL 5HEAT06 DETAIL @CONTROL / EXPANSION JOINT 5GALE: 3" = 1'-0" 25" MIN. LAP #5 REBAR W/ 5TD. HOOK REINF. GONG. FILLED CELL #5 VERT. REBAR — H A bxBxlb GONG. KNOCKOUT BLK. TOP GOUR5E - FILL Wl GONG. d 145 BAR GOVT. BLOCK WALL HT. TRANSIT I25" MIN. LAP #5 REBAR W/ 5TD. HOOK ON DETAIL 51MP50N 'MT5MIb' STRAP W/ (4) 1/4'x2 1/4' TAPGONS TO BLOCK WALL AND P)IOd I1 COMMONS TO TF465 i I ROOF TRU% U5E (1) MT5MIb 5TRAP FOR UPLIFT VALUE5 bbO L65. OR LE55 USE (2) MT5MIb 5TRAP5 FOR UPLIFT VALUES 1120 LB5. OR LE55 UPLIFT VALUE5 OVER 1120 LB5. REQUIRE LETTER FROM ARGHITEGT OR ENGINEER 1/I6" 055 5HEATHIN6 6ABLE END OR FLOOR TT"'rr l/b' GEMENT ON PAPER B AIR INFILTRATION BP (DE516N STANDARD: 1 MID -WALL WEEP 5GREED 1/2't PLAN Aa AA b'-0' MAX. SPAN W/0 2x8 RIDGE 2x4 VERTICAL BLK6. 2xb VALLEY RAFTERS (4)lbd 2x4 COLLAR TIE IN NAIL5 UPPER 3RD OF ROOF HT. -- ---- — AT EVERY 3RD PAIR OF MT512 ------ — RAFTERS STRAP I 2x4 VERT. AT MT512 -0" O.G. MAX. (ONLY STRAP I AT 5PAN5 ) b'-0') 2x4 BLK6. AT VALLEY RAFTER BR6. BTWN. TRUSSES ROOF TRU55 ROOF TRU55 BELOW RAFTER HAND VALLEY FRMG. DETAIL ALTERNATE VALLEY DETAIL FROM TRU55 ENGINEER MAY BE SUBSTITUTED PROVIDED DETAIL HA5 5TATE OF FLORIDA LIGEN5ED 5TRU(,TURAL EN61NEER STAMP V „ N IVV-L DETAIL @ BLOCK 1 FRAME CONNECTION 5GALE: 3" = 1'-0" PRE-EN6'RED FLOOR TRUSSES AT 24" O.G. GONNECT EA. TRU55 BOT. CHORD W/ MIN. TOE -NAILED COMMONS TOE -NAILED TO TOP PLATE 1/2" 6YP5UM BD. DBL. 2x TOP PLATE R-11 INSULATION AT ALL WALL5 ADJACENT TO NON -AIR CONDITIONED 5PACE5 2x GONT. MID -WALL BLK6. (WALL5 OVER b' H. --PROVIDE BLK6. AT 4'-0' O.G. MAX) 1/2' DRYWALL 2x 5TUD5 ® Ib' O.G. #2 5PF OR BETTER 2x4 P.T. 51LL PLATE - ATTACH Wl (2) GONG. NAIL5 OR (1) POWDER ACTUATED FA5TENER AT 24" O.G. 3 1/2" MIN. GONG. 5LAB (2500 P51) W/ FIBERMESH OR bxb 10/10 WWM OVER VAPOR BARRIER GLEAN COMPACTED �� O O EARTH FILL THICKEND 5LAB FOOTING PER 5LAB PLAN TYP. INT. BRG. WALL SECTION 56ALE: 1 112"=I' -O" 2x4 LADDER FRMG. REQV. AT OVERHAN65 OVER 12"-GONNEGT W/ (2)12d TO TRU% TOP CHORD CONT. 2x4 W/ 2-12d NAIL5 2x4 OUTLOOKER5 AT 24" O.G. Wl (3)12d TOE -NAILED TO TRU55 TT_� GHORD 1/Ib" 05B 5HEATHIN6 OVER 6ABLE END TRU55-6ONNECT W/ bd NAIL5 AT b' O.G.--5ET FACE OF 5HEATHIN6 FLU5H W/ BLK WALL (PROVIDE 1/5" 5PAGE BTWN. PANEL5) U.5.P. "LPTA' OR 51MP50N 'LTAI' 5TRAP-5EE FRM6. PLAN FOR LOGATION5-5ET 5TRAP 2' FROM FACE OF BLOCK AND PARALLEL TO TRU55 FILL ALL HOLES W/ NAIL5 51MP50N 'HETA20" AT EA. TR65 VERT. OR 24" O.G.-CONNECT W/ (14)I0d GOMMON5 INTO i 50LID 2x4 BLK6. CONT. 2x4 MIN. P.T. PLATE W/ I/2" DIA. A.B. OR 50" EXP. BOLT W/ 2" 50. WA5HER AT 4b" O.G. MAX. OR (2)POWER-DRIVEN NAIL5 (51ZE EQUAL TO IOd COMMON) AT Ib' O.G. u "HETA20" GABLE END STRAP ALTERNATIVE APPROVED SHINGLES MANUF. / TYPE: CERTAINTIES) 'LANDMARK 30 AR" GERTAINTEED 'LANDMARK 30" FLASHING: ALL ROOF AND WALL FLA5HIN6 TO BE ALUMINUM OR 6ALV. METAL MATERIAL. CONNECT W/ 6ALV. METAL NAIL5 AT 24' O.G. MAX. 4' 5' INCL. ROOF EDGE ROOF O.H. 2 --- 1 O Vii® — — — — — — — — — — OI 0 RIDGE 2 I 2 O J�� (: I 4 2 ROOF w ' 133 EDGE 2 2 2 O2 O3 3O 105' INCL.OF O.H. O ZONE I - U5E 8d "RING5HANK" NAILS esu 12" O.G. (FIELD) 6" O.G. (EDGE) O2 ZONE 2 - U5E bd 'RING5HANK" NAIL5 @ 6" O.G. (FIELD/EDGE) O ZONE 3 - U5E bd "RIN65HANK" NAIL5 @ 4' O.G. (FIELD/ED6E) ROOF NAILING PATTERN NOTE: ALL PLYWOOD ROOF SHEATHING SHALL HAVE A 'PANEL SPAN RATING' OF 32/Ib. 2x4 "T" OR "L" 5TRON6BACK AT 6ABLE VERTICAL LONGER THAN 4b' CONNECT W/ 12d NAIL5 AT 12" O.G. 5TRUGTURAL ROOF 5HEATHIN6 5EE ROOF NAILING PATTERN 2x4 5TRON65AGK IF 6ABLE TRU5515 I TALLER THAN b'-0" ` 2x4 DIA6. 'X'-BRNGIN6 W/ (3)12d NAIL5 AT EA. 2x4 TO 2x4 JOINT ` BRACING SCHEDULE i > % SPAN BRAGIN6 REQ'D. > ` 6REATER THAN 20 FT. 10 (3) PAIRS AT 1/4 PT5. (1) FT. TO 20 FT. LE55 THAN 10 PAIR AT MID -PT. NO / FT. BRACING REOV. 2x4 13LK6. AT 4b' O.G. FROM GABLE END BACK b'-0" BTWN. TRU55 IL BOTTOM CHORDS u 6YP5UM CEILING DIAPHRAM NAILING ii bxbxlb GONG. KNOCKOUT BLK. TOP �FETERU 5 IOd NAIL5 AT b' u l GOUR5E - FILL WI GONG. AND 1-#5 OL. BAR CONT. FLAT CEILING GABLE END51MP50N "LSTA12" 2x4 DONT. BLK6. STRAP AT 24" O.GDBL. 2x4 TOP TRU55 TO PLATE PLATE TYP. GABLE END FRAME WALL TRUSS DETAIL 5GALE : 112" = 1'-0' GABLE END 5HINGLE5 (ATTACH W/ 6ALV. METAL ROOFIN6 NAIL5 PER MANUF. IN5TALLATION DETAILS) OVER 15# FELT (2" 51DE LAP / 4" END LAP AND GAP NAIL5 AT 12" O.G.-ED6E, 24" O.G.-FIELD) ON 1/I6" SPAN RATED 5TRUGTURAL 5HEATHIN6 (5EE ROOF NAILING PATTERN) AND PRE-E%RED ROOF TRU55E5 AT 24' O.G. HURR. STRAP AT EA. TRU55 5EE 12 ROOF PLAN PER ELEV. R-30 IWjULATION bxbxlb GONG. KNOCKOUT BLK. TOP G0UR5E - FILL Wl GONG. AND 145 BAR CONT. r I 1 r DRIP EDGE co co >� � /2" 6YP5UM BD. � U OVER FASCIA ca W _ Z 4'-D " Qw o c)m�' FA5GIA MATERIAL TO BE 12' Q DIAPHRAM AREA FASTEN W/ 5d NAIL5 ALUMINUM OR 5/4' PRIME TRIMAT w u 4" O.G. REMAINDER AT T O.G. BOARD OVER 2x4/2xb UC) w 5U5FA5GIA REFER TO 5UBD. N c0 � PRE-EW'RED. PREGA5T GONG. LINTEL ABV. TYP. 5PEGIFICATION5 FOR FA5GIA r ii WPW. AND DOOR OPN6 .5EE PLANS FOR MATERIAL }' W LOGATION5 AND TYPE5 DONT. ALUM. II II 1/2" DRYWALL OVER Ix2 P.T. (MIN.) AT 24" VENTED SOFFIT z I O.G. (MAX) � Q GORE -FILL 500 FOAM IN5ULATION IN ALL .W W 114 r, OPEN GMU WALL GELL5 - REFER TO O o ° ENERGY GALGULATION FOR R -VALUE p n W TEXTURED CEMENT FIN15H OVER 0 W ° #5 VERT. BAR TIED INTO #5 BAR DOWEL bxbxlb GONG. BLOCKAND GONSTRUGTION SHALL BE °ER INDIGATED 0IMEN510N5 TOP GOUR5E REBAR AT EA. REINF. TO BE REPORTED TO MA HOW6 FOR GL.ARIFICATIONI u GONG. FILLED BLOCK CELL A5 LOCATED PER PLANS INi PREGA5T WOW. 51LL - TYP. AT 5TD. WDW. OP%. 1,6 z IMI ei 4" MIN. 31/2" MIN. GONG. 5LAB (2500 P51) W/ `N IMI FIBERME5H OR bxb 10/10 WWM OVER Irl VAPOR BARRIER FIN15H GRADE �' II u GLEAN GOMPA( TED TERMITE TREATED FILL N_ 4 MONOLITHIC SLAB E06E #5 BAR DOWEL TIED TO FTG. REBAR Ib" FOOTIN6 PER 51 -AB PLAN AT EA. REINF. FILLED CELL A5 MIN. LOCATED PER 5LAB PLAN TYP. EXT. BLOCK WALL SECTION 5GALE: 112"=I' -O" LATEST REVISION DATE TO MASTER: 02-15-10 nc 0 0 w �> Ir Lu U) \cf) LLI0 >C co co >� � U ao MZ H U-1 � U co w � 0 ca W _ Z Q2 U Qw o c)m�' �/ J(, � M Q L.L N i w Q Q UC) w N c0 � r r 0 O OO r �z LL - }' W �z J 0 � Q 0 co co >� � U ao MZ H U-1 � U co w � 0 ca W _ w �=cco�a Q2 U Qw o c)m�' �/ J(, � M Q L.L N i w Q O N c0 � r r 0 O O r }' W W J � Q .W W 0 O p W 0 W J U) DO NOT %AL.E PRINT5I GONSTRUGTION SHALL BE °ER INDIGATED 0IMEN510N5 ONLY, ANY 015GREPENGIE5 TO BE REPORTED TO MA HOW6 FOR GL.ARIFICATIONI oll D2 M/l ORLANDO Aa -Aa Aa -Aa Aa Alp Aa 'Aa Aa Ap Aa Aa Aa Aa