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HomeMy WebLinkAbout2782-2794 River Landing Dr (a)DE]EIE] E]EIE]EI �IL F7 LIE]EIE �H F-1 ABV. ABOVE GA. GAUGE RM. ROOM A/C AIR COMPRESSOR G.F.I. GROUND -FAULT CIRCUIT R.O. ROUGH OPENING ADJ. ADJUSTABLE 7341 INTERRUPTER R/S ROD AND SHELF AHU AIR HANDLER GL. GLASS S.C. SOLID CORE ALT ALTERNATE GYP. BD. GYPSUM BOARD S. D. SMOKE DETECTOR AMP. AMPERAGE H.C. HOLLOW CORE S. H. SINGLE HUNG BD. BOARD HDR. HEADER SH SHELF BLK BLOCK HT. HEIGHT SHTHG. SHEATHING BLK'G. BLOCKING 242 242 230 238 1650 LANAI 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 MINI. MINAIUM T.O.P. TOP OF PLATE C.J. CONTROL JOINT NITD. MOUNTED T.O.S. TOP OF SLAB CMU CONCRETE MASONRY MTL. METAL TYP. TYPICAL UNIT U.N.O. UNLESS NOTED OTHERWISE 1`I.I.G. NOT IN CONTRACT D. DRYER N.T.S. NOT TO SCALE VP. VAPOR PROOF DBL. DOUBLE vs. •` O.C. ON CENTER V1f. WASHER DIA. DIAMETER p0i�tr,_iZ.0 DIM. DIMENSION P. L. PROPERTY LINE W/ WITH J Uj P. B. PUSH BUTTON VVD. WOOD DISP. DISPOSAL Z j.. �0 az UPJ - to L, ' -'tb2 PH. PHONE WDW. WIN1DO%N DP. DEEP W _ 51 LfZZ�'l l_ Cil - PLY1ND. PLYWOOD W/H WATER HEATER DR. DOOR �C)� Z PR. PAIR W.I. WROUGHT IRON D.S. DOWNSPOUT Nuzi� Z7 13 PT PRESSURE TREATED W.P. WEATHER PROOF DTL. DETAIL D.W. DISHWASHER R. RISER RADIUS EA. EACHRAD. RETURN AIR GRILL ELEV. ELEVATIONRrA REF. REFRIDGERATOR ENG'D. ENGINEERED REV. REVERSE EQ. EQUAL EXFI, EXHAUST EXT. EXTERIOR F. G. FIXED GLASS FIN. FINISH FLR. FLOOR FLR'G FLOORING FLUOR, FLUORESCENT FR. DR. FRENCH DOOR FTG. FOOTING E.\DMI-II III-0RL\` `EEKLY\100 26\R ®J_ 18-124 7 BLDG 100 t 16\Sheets Cover Sheet\O Cover Sheet.d g, 11122,72010 1: 56:06 AM, ® F6 eRlotnpc3 AREA WINDOWS CODE DESCRIPTION 0016 SINGLE HUNG - BLOCK 0026 SINGLE HUNG - FRAME 0030 FIXED GLASS - FRAME BOTAL 1st STY. LIVING 0021 SLIDING GLASS DOOR - BLOCK 7341 664 1 VMFLG VERTICAL - BLOCK 1 VMFIN VERTICAL - FRAME 2nd STY. LIVING DOORS CODE DESCRIPTION 816 SINGLE,'DOUBLE INS!'V1NG/OUTSWING (2068, 2468, 2668, 2868, 6068) 901 8'xTGARAGE DOOR 6227 TOTAL LIVING 1780 E.\DMI-II III-0RL\` `EEKLY\100 26\R ®J_ 18-124 7 BLDG 100 t 16\Sheets Cover Sheet\O Cover Sheet.d g, 11122,72010 1: 56:06 AM, ® F6 eRlotnpc3 AREA Sheet Number TAB UNIT UNIT UNIT UNIT UNIT OBIT UNIT BOTAL 1st STY. LIVING 834 734 7341 664 664 734 834 5198 2nd STY. LIVING 946 901 9011 816 816 901 946 1 6227 TOTAL LIVING 1780 1635 1635 1480 1480 1635 1780 11425 ENTRY 40 1 511 51 65 65 51 40 363 GARAGE 238 230 1 230 242 242 230 238 1650 LANAI 41 NA NA NA NA N 41 82 TOTAL U.R. 2099 1916 1916 1787 1787 1916 2099 13520 PATIO NA 36 36 36 36 36 NA 180 CODE SUiWlARY APPLICABLE CODES 1. FLORIDA BUILDING CODE 2007 — RESIDENTIAL 2007 & 2008 SUPPLEi,�1ENTS 2, FLORIDA BUILDING CODE 2004 — BUILDING; CHAPTER 13 — ACCESSIBILITY 3. NATIONALELECTRICAL CODE, NFPA 70, 2007 EDITION 4. FLORIDA FIRE PREVENTION CODE — 200? EDITION Sheet Number BUILDING TYPE: 2 STORY TOWNHOUSE 0 Cover Sheet CONSTRUCTION TYPE: UNPROTECTED, UNSPRINKLED Elevations -- 2 FIRE PROTECTION RATING RECUIRE-�IENTS: 3 1st Floor Plan 4 REQUIRED PROVIDED 1. PARTY AND FIRE 14ALLS 2 HR. 2 HR, 2. INTERIOR BEARING WALLS 0 0 3. INTERIOR NON BEARING PARTITIONS PER 705.1.2 0 0 4. COLUI� INS 0 0 5. BE4w3, GIRDERS, TRUSSES AND ARCHES 0 0 5. FLOOR/CEILING CONSTRUCTION 2nd Framing Plan 14 7. ROOF CEILING CONSTRUCTION 0 0 8. EXTERIOR BEARING WALLS Detail Sheet D3 HORIZONTAL SEPARATION: (PARRALLEL WALLS) F 0 ft. to 6 it (0 `-o OPENINGS) 1 (0`) NSA (0%) OVER 6 ft 0 0 9. EXTERIOR NON BEARING WALLS HORIZONTAL SEPARATION: (PARRALLEL WALLS) 0ft. to 6 ft (0 OPENINGS) 1 (0-') N/A (0%) OVER 6 ft 0 0 . LIE11:1D Sheet List Table Sheet Number Sheet Title 0 Cover Sheet 1 Elevations -- 2 Elevations Side -Rear 3 1st Floor Plan 4 2nd Floor Pian 5 Cross Sections 6 1st Electrical Plan 7 2nd Electrical Plan 3 Foundation Plan g Plumbing 10 1st Block Plan 11 2nd Block Plan 12 1st Framing Plan 13 2nd Framing Plan 14 Separation Walls D1 Detail Sheet D2 Detail Sheet D3 Detail Sheet LATEST REVISION DATE TO FASTER: 02-15-10 NZ�� 0 v :1_-:0 LLI LLj n� CD C:)COO__jC/3 DO NOT SCALE PRINTS! CONSTRUCTON SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES _ TO BE REPORTED TO h,!/I HOMES FOR CLARIFICATION! 0 N 0 of M/I ORLANDO gq' CSL © }' Q0 ; C? 000 z ' � CI:LLI`n C1 ^ C'aLLI T {— = N T < LU T o y C\1 O J v; �i L)— LU a_ F L L n p0HT� � �> > A ®®_ c ..ILII ®�p ® AL \ r' vs. •` actio p0i�tr,_iZ.0 J Uj Z j.. �0 az UPJ - to L, ' -'tb2 ---- -'� C W W U W _ 51 LfZZ�'l l_ Cil - eta �C)� Z LL LL W Nuzi� Z7 13 NZ�� 0 v :1_-:0 LLI LLj n� CD C:)COO__jC/3 DO NOT SCALE PRINTS! CONSTRUCTON SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES _ TO BE REPORTED TO h,!/I HOMES FOR CLARIFICATION! 0 N 0 of M/I ORLANDO © }' Q0 C? 000 z ' � CI:LLI`n C1 ^ C'aLLI T {— op�� c> L0 < LU T o C\1 O J v; �i L)— LU a_ NZ�� 0 v :1_-:0 LLI LLj n� CD C:)COO__jC/3 DO NOT SCALE PRINTS! CONSTRUCTON SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES _ TO BE REPORTED TO h,!/I HOMES FOR CLARIFICATION! 0 N 0 of M/I ORLANDO ELEVATION NOTES: 1. ALL SCORED BANDS SHALL BE Si�,IOOTH SAND FINISH. 2. SCORED BAWD REFERs TO FLUSH (NOT RAISED) BAND. SCRIBE LINE AT BAWD WIDTH PER ELEVATION. 3. ALL RAISED SANDS SHALL BE FOAi\rI BANDS (BY OTHERS). 4. CONTROL JOINTS SHObVN ADJACENT TO WINDOWS ONSIDE .AND REAR ELEVATIONS SHALL BE 6" FROM EDGE OF WINDOW J40S. FOAM SOFFIT BRACKET #1 FOAM SOFFIT BRACKET4S) 1/4" = 1'-0" MEAN ROOF HEIGHT � +23'-3' TOP OF 2ND STY. WALL PLATES — +18'-9 7/8" 2nd STY. FIN. FLR. +10'-8-3/4" L — — TOP OF 1ST STY. BLK. WALL — — +9'-4— FOAM SOFFIT BRACKET- EQ: SPACED TOP OF SLAB — +0'-0' (REF. ELEV.) 71/1.5° OSB SHEATHING GABLE EMD TRUSS 6, DAME WALL 7/8" CEMENT PLASTER, 6N PAPER SACK LATH AIR INFILTRATION BARRIER (DESIGN STANDARD: TYVEK) MID -WALL 'NEEP SCREED 112' MIN. CEMENT PLASTER, 8" CIU WALL I" = 1'-0., 1 r'\i1KIIew--re—NAI JIUK F11410F1 - I\LIVi\IV CY ENDS FOAM SOFFIT GABLE CORBEL 1/4" = 1'-0" PROJ. 3/4" 1'-0" KFY4Tt' N; 114 = I —U PRINCETON PRINCETON TRENTON ® TRENTONPRINCETON CONSTRUCTION TYPE: UNPROTECTED, UNSPRINKLED UNIT 1411 IN UNH- 11E11 UNIT "ID11 UNIT ACIP UNIT V9®11 BAND AT PP,OJ. BEYOND DOORWDW. STONE FINISH E.-\ Y 1- Ili-OII \I{ \WEEKLY\100726\ `V 118-124 7 BLDG 10041.6\&beau\1 Ele at ons.dw , 11/22/2010 /22/2010 1■56:51 AM, DWF6 e lot.If c3 BAND Al DOOR/INDVI. I] Pi. JVVI<CU BAND AT DOOR/QW. u iMl.,Iw univu PROJ. BEYOND STONE 111— FINISH BAND AT DOOR/WD'l. BAND AT DOOR/WDW. FINISH a NAI�LU dANI — PROJ. BEYOND STONE TOP OF 2ND STY. WALL PLATE +18'-9 7/8„ 2nd STY. FIN. FLR. i _ OP OF SLAB +0 -0" — FRONT ELEVATION CODE SUMMARY APPLICABLE CODES 1. FLORIDA BUILDING CODE 2007 - RESIDENTIAL 2007 & 21008 SUPPLEMENTS 2. FLORIDA BUILDING CODE 2004 - BUILDING; CHAPTER 13 - ACCESSIBILITY 3. INATIOINAL ELECTRICAL CODE. 1NFPA 70, 2003 EDITION 4. FLORIDA FIRE PREVENTION CODE - 2001 EDITION BUILDING TYPE: 2 STORY TOb'NHOUSE T 0 CONSTRUCTION TYPE: UNPROTECTED, UNSPRINKLED co 00 }. � FIRE )PROTECTION RATING REQUIRE�iEINTS: U cl? Z ' L L U REQUIRED PROVIDED W 1. PARTY AND FIRE 'o'JALLS HR. 2 HR. Q ?. ANTERIOR, BEARING WALLS 0 0 3. INTERIOR NON BEARING PARTITIONS PER 705.177) 0 0 < u. COLUMNS 0 0 LLJ 5. BEAMS, GIRDERS, TRUSSES .AND .ARCHES 0 0 �z 5. FLOOR/CEILING CONSTRUCTION 0 O 7. ROOF CEILING CONSTRUCTION 0 0 8. EXTERIOR BEARING INALLS HORIZONTAL SEPARATION: (P,ARRALLEL WALLS) 0 ft. to 6 ft (0 '0 OPENINGS) 1 (0'-0) N/.A (0. 0VER 6 t 0 0 9. EXTERIOR NON BEARING WALLS HORIZONTAL SEPARATION: (PARRALLEL INALLS) 0 ft. to 6 ft (0 ~i, OPENINGS) 1 NI/A (0%) OVER 6 ft 0 0 LATEST REVISION DATE TO MASTER: 02-15-10 7i, 0 0 A � c ) r 1i LI LLJ O c/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES FOR CLARIFICATION! 1 Of 14 Mil ORLANDO T 0 H co 00 }. � Z U cl? Z ' L L U w to c10 co w W 2 Q �_ Opp <W �� C-) d- w O WO < 1 j (n c'I LL- � z LLJ < a- �z O 0 0 A � c ) r 1i LI LLJ O c/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES FOR CLARIFICATION! 1 Of 14 Mil ORLANDO T 0 co 00 }. � U cl? Z ' L L U w to c10 co w W 2 ��cco �_ U <W �� C-) d- �C7o� ® < 1 j (n c'I LL- LLJ < a- 0 0 A � c ) r 1i LI LLJ O c/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES FOR CLARIFICATION! 1 Of 14 Mil ORLANDO LEXINGTON PRIINCETON TRENTON TRENTON PRINCETON PRINCETON LEXINGTON UNIT ''A" UNIT „�„ UNIIT "'`C� UNIT "D,I UNIT "E" UNIT „E„ UNIT I,O„ 4'-O" 411PJ. TYP. ALL 4' GALV. M -1L. OFF -RIDGE \EiNT 5F— �V1=AAPlOOIHEIGHT ---------------— — — — — — — -- L I E WW)EIMP 4' GALV. Mit. OFF -RIDGE VENT SHINGLE ROOFING 4'-0" 1 1 4'-0" MIN. TYP. ALL UNITS I 1 MIN. TYP. ALL UNITS SLOPE 5:12 4' GALV. M1. OFF -RIDGE VIL 4'-0" ,MIN. I tP. ALL UNI ISI 'IMIN. T -L. ALL UNITS ally UL SHINGLE ROOFING 8"N. SCORED LINE ALONG SOFFIT - TYP. TOP OF 2ND STY. 4lALL PLATE —ti_ — — — — — — — ALL FINISH 2'- y_8LP ®� 4' GALV. 1,11. OFF -RIDGE IFENT I 8"W. SCORED / BAND AT TEXTURED WALL FINISH I 2nd STY. FIN. FLR. TEXTURED WALL FINISH TEXTURED WALL FINISH SQUARE HOOD — ROOF VENT TOP OF IST STY, SLOPE 5:12 BILK. WALL MIN. TYP. ALL UNITS N. TYP. ,ALL UNITS SLOPE 5:12 o TEXTURED WALL FINISH 8"W. SCORED co BAND AT TEXTURED WALL FINISH co DOOR/QW. TEXTURED WALL FINISH L— � TOP OF SLAB --k - — SIDE ELEVATION - "LEXINGTON" UNIT E:\DMI-MI-0RL\WEEKLY\100726\RV 118-124 7 BLDG 100 II 16\Sheets12 Elevations Side -Rear. I g, 11/22/2010 1:57:47 AM,, D F6 ePlotnpc3 E Ti •�4' GALV. MTL. OFF -RIDGE VENT Y-6` I, TEXTURED WALL FINISH MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS SHINGLE ROOFING 8"W. SCORED LINE ALONG SOFFIT - TYP. 2'-6" GALV, MTL. OFF -RIDGE VENT 8"W. SCORED / BAND AT DOOR/WDW, 4'-0" MIN. TYP. ALL UNITS Lj U co U 00 z LU C.J. Z 8"W. SCORED / BAND AT DOOR/WDW. 4' GALV. MTL. OFF -RIDGE VENT MEAN ROOF HEIGHT TOP OF 2ND STY. --------- ---------- --- WALL PLATE +18'-9 7/8" 2'-5 L LLI 2nd STY. FIN. FLR. SQUARE HOOD ----- --ROOF VENT -,,,TOP OF I S � C.J. SLOPE 5:12 BLK. WALLT STY. 44, TEXTURED WALL FINISH OP OF SLAB +O' -O" (REF. ELEV.) Al a SIDE ELEVATION - "LEXINGTON" UNIT LATEST REVISION DATE TO MASTER: 02-15-10 0 o co U 00 z LU M �to cn w o�� Z co _ aw�o o ® < _U � E75RI L- 4' GALV. MTL. OFF -RIDGE VENT MEAN ROOF HEIGHT TOP OF 2ND STY. --------- ---------- --- WALL PLATE +18'-9 7/8" 2'-5 L LLI 2nd STY. FIN. FLR. SQUARE HOOD ----- --ROOF VENT -,,,TOP OF I S � C.J. SLOPE 5:12 BLK. WALLT STY. 44, TEXTURED WALL FINISH OP OF SLAB +O' -O" (REF. ELEV.) Al a SIDE ELEVATION - "LEXINGTON" UNIT LATEST REVISION DATE TO MASTER: 02-15-10 0 2 0f 14 M/1 ORLANDO o co U 00 z LU M �to cn w o�� Z _ aw�o o ® < _U � E75RI L- i Q O p, O LU O w :2EiI O r � z 3:O O O 2 0f 14 M/1 ORLANDO o co U 00 z LU M �to cn w o�� _ aw�o o ® < _U � E75RI L- i W O M O r O O O 5 ➢..�9 L - (D Lu O U) DO NOT SCALE PRINTS! CONSTRUC701\1 SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/1 HOMES FOR CLARIFICATfON! 2 0f 14 M/1 ORLANDO VIVI 1 1-1, IJIVI 1 V �j T�� UNIT A UNIT B UNIT B CONG. UNIT C UNIT B PATIO W'` THK. PATIO VIO' TFIK. PATIO 'tt ` THK. o j EDGE EDGE EDGE 7x54 I co 2nd STY. LIVING AG E,. AC At 8_ 6 12080 SGD 901 946 "F° TOTAL LIVING 1780 41.0 1208D SGD 12080 SGD 1635 1780 11425 ENTRY 41.0 41.0 51 51 9'-4' CLG. HT. 55 51 40 DINING GARAGE DINING 238 CARPET 9'-4" CLG. H T. LIVING o CARPET 230 = 9'-4" CLG. HT. � o 12'-8" LIMING 89=10 112" NA 34 1 2"H. 2x N CARPET 2„ 8'-101/2" LIVING 12'-8,. 2" N I II 2'- 0 1/2" 6'-61/2" ?" I I ° I -01112" 3' g' - i 34 1 /2"H. 2x KNEE INALL I I I I I I I I 36" TOP -- I BRG. WALL III N 01 I 35 I " _ OP ----- NICHE �,(IT. `� KIT. 1 I OI O TILE ! 9'-4" CLG. HT. 2668 — I I I I co KITiiri5l '-8 112" ! I I I I I! I I I I T co UP 28681 ! 8 H 42" KNEE II J WALL SLOPED 6'-8 1 2 8 1 2' 1 ' 7'-3112°. Wi STAIRS2"l WALL J� - FIRE DR. W.H. BRG. WALL TEL CABLE KIT, BARRIER htTL. POST TO SLAB PANEL H TIL x STUDS E.A. END' 12868 UP -2" 5-11/2" 10'-8" — 20 MIN �n 16 5 1/2 3'-8 1 ��" 7'-3 1';n ,1`/ STAIRS ANCHOR W.H� EIRE DR. BARRIER N11 �„ DBL 2X12 SYP ,la POST TO SLAB HDR 23fi8 BRG' .'r,tLL-'� (�I 1 PANEL STUD 518° TYPE 'X" GYP BD. 55-2 > PROVIDE (1� LAYER OF AED AT GARAGE CEILING AND 5'8" TYPE ,{ GYP BD. ?863 DR. Af GARAGE CEILING AND9 j-1 i 2" -4CLG. HT.1'2" GYP. BD. AT _ _ _ AT GARAGE CEILING AND � GA�AGE FRAME WALLS y-4' CLG. HT. 5,-;,, 1 Q I GARAGE GARAGE FRAME IIdALLS 3" 5'-1 9'-4" CLG. HT. 9'-4" CLG. HT. P ENTRY 9'-4" CLG. HT. 8" IN. FLAT SOFFIT E NTR II o SOFFIT 9'-4 CLG. HT. F--------- T ! I Jw VF ! I66 Bx� A�V. EL 8x8 I I BILK. BLK. COURSE BLP..C.000 ABV. ELK. I I I I COL HE SOL 8x24 BLK. COL I I ! I -jails 8070 00HEAD DR. B 0 COLUMN B o ■ o a id _________ 8070 OVERHEAD DR. 10' 7" I 21'-10 1/2" 39.6 PRINCETON 8070 OVERHEAD DR. 11'-3 112" 9'-lln -111,12' 9'-11" 9'-10" 21'-10 1;/2' PRINCETON IJIVI 1 V En\1D 1I-1 1I-OII OImo\WEEKIL. II \100726\II V 118-124 7 II../'IL.DG 100 II 16\&heets\3 1s'l. Floor P(a II II.d wImo/® 11/22/2010 1rt58n II3 AM, ® II 6 'e II lOt.pc3 0 VIVI I 'V �j T�� UNIT A UNIT B UNIT B CONC. UNIT C UNIT B PATIO W'` THK. BLDG. TOTAL PATIO 'tt ` THK. o j EDGE 664 EDGE 7x54 834 co 2nd STY. LIVING AG E,. 9011 At 8_ 6 12080 SGD 901 946 6227 TOTAL LIVING 1780 41.0 '1635' 1480 12080 SGD 1635 1780 11425 ENTRY 41.0 51 51 9'-4' CLG. HT. 55 51 40 DINING GARAGE 9'-4' CLG. HT. 238 CARPET 9'-4" CLG. H T. LIVING o 242 230 = CARPET, LANAI 41 12'-8" CARPET 89=10 112" NA 34 1 2"H. 2x N 82 KNEE WALL LIVING 1916 1916 2'- 0 1/2" 1787 CARPET 13520 I I I I 11,6X 28 36" TOP -- iii I O lO BRG. WALL iL--- O 10 ----- - DESK/ HUTCH 9'-4n CLG. HT. 180 NICHE �,(IT. `� KIT. 1 I TILE ! 42" KNEE WALL SLOPED — 2668 — I I I I 'W/ STAIRS 7'-+ 1/2" 3'-8 1/2" '-8 112" ! I I I I I! I I I I 5 SH. 15°'1l. 2663 UP 28681 TEL CABLE BRG. WALL PANEL H N II J 20 MIN �ANCHN WALL J� - FIRE DR. W.H. DBL 2X12 SYP / KIT, BARRIER htTL. POST TO SLAB 2868 HDR W/ 3 TIL x STUDS E.A. END' 2668 -2" 5-11/2" 10'-8" — WALL SLOPED �n 16 5 1/2 3'-8 1 ��" 7'-3 1';n ,1`/ STAIRS N 5 SH. PROVIDE (1) LAYER OF ,la P 3068 BRG' .'r,tLL-'� (�I 1 PANEL 518° TYPE 'X" GYP BD. 9'-4" CLG. HT. > 48,B AT GARAGE CEILING AND t \DBL 2X12 SYP yql' 3 ?863 STUDS EA. EPID j-1 i 2" 1/2" GYP. BD. AT GARAGE FRAME WALLS PROVIDE (1) LAYER OF 5r`8' TYPE ,{ GYP BD. _ _ _ AT GARAGE CEILING AND � 8" y-4' CLG. HT. 5,-;,, GARAGE GARAGE FRAME IIdALLS ENTRYo GARAGE 9'-4" CLG. HT. P 9'-4" CLG. HT 9'-4" CLG. HT. 8" IN. FLAT SOFFIT E NTR II °�!,aL IT LAT a'_4" ;DLG. HI. /s, I I I I66 EL 8x8 BL';. ELK. COURSE ILK. BLP..C.000 ABV. ELK. I I I I COL HE CIL N COL � I -jails 8070 00HEAD DR. I 39.6 B o I I I I 10' 7" I 21'-10 1/2" i PRINCETON 8070 OVERHEAD DR. 39.6 -111,12' 9'-11" 9'-10" 21'-10 112" PRINCETON En\1D 1I-1 1I-OII OImo\WEEKIL. II \100726\II V 118-124 7 II../'IL.DG 100 II 16\&heets\3 1s'l. Floor P(a II II.d wImo/® 11/22/2010 1rt58n II3 AM, ® II 6 'e II lOt.pc3 0 VIVI I 'V 20 DRYWA SHE UNIT Iv Bvv UNITS 'B" / "C" WDW. ROUGH OPNG, NOTE 367/8 x 63 WIDTH x HEIGHT (IN INCHES) AREA �j T�� UNIT A UNIT B UNIT B CaNc. UNIT C UNIT B UNIT A BLDG. TOTAL PATIO 'tt ` THK. 834 j 734 664 EDGE 7x54 834 co 2nd STY. LIVING 9, k 9011 At 8_ 6 816 901 946 6227 TOTAL LIVING 1780 1635 '1635' 1480 12080 SGD 1635 1780 11425 ENTRY 41.0 51 51 —65 55 51 40 363 GARAGE 238 230, 9'-4" CLG. H T. 242 242 230 = DINING LANAI 41 NA CARPET NA NA 9'-4° CLG. HT. 41 82 o LIVING 1916 1916 1787 1787 CARPET 13520 8'-10112" NA 12'-8' N 36 6'-6112" „ 36 NA 180 I I 3_, I i _ H. I 26 '\NEE I I I I I _ o WALL I I I I I! I I I I I I 15°'1l. 2663 �) r i �. � ARTOPI---- II J BRC. WALL J� - 4 CLG. HT, KIT, NIgF[iIE TIL x 2668 42" KNEE — — WALL SLOPED �n 16 5 1/2 3'-8 1 ��" 7'-3 1';n ,1`/ STAIRS N 5 SH. ,la TE, `CABLE BRG' .'r,tLL-'� (�I 1 PANEL UD > 20 +rIIN ANCHOR W.H� FIRE DR. BARRIER \11 FOSi TO SLABHDR t \DBL 2X12 SYP yql' 3 ?863 STUDS EA. EPID j-1 i 2" a 5'-2' PROVIDE (1) LAYER OF 5r`8' TYPE ,{ GYP BD. 3068 I R, AT GARAGE CEILING AND � 48,6 y-4' CLG. HT. 1l2" GYP. BD. AT v GARAGE FRAME IIdALLS mill GARAGE P 9'-4" CLG. HT E NTR II °�!,aL IT LAT a'_4" ;DLG. HI. /s, I I I I66 P.C. LINTEL/ BL';. ELK. COURSE ILK. I I I I I I COL HE CIL N � -jails 8070 00HEAD DR. 39.6 10' 7" 21'-10 1/2" PRINCETON 20 DRYWA SHE UNIT Iv Bvv UNITS 'B" / "C" WDW. ROUGH OPNG, NOTE 367/8 x 63 WIDTH x HEIGHT (IN INCHES) AREA �j T�� UNIT A UNIT B UNIT B UNIT C UNIT C UNIT B UNIT A BLDG. TOTAL 1st STY. LIVING 834 734 734 664 664 7x54 834 519E 2nd STY. LIVING 9, k 9011 901 8_ 6 816 901 946 6227 TOTAL LIVING 1780 1635 '1635' 1480 1480 1 1635 1780 11425 ENTRY 40 51 51 —65 55 51 40 363 GARAGE 238 230, 230 242 242 230 238 1650 LANAI 41 NA NA NA NA N 41 82 TOTAL U.R. 2099 1916 1916 1787 1787 1916 2099 13520 PATIO NA 36 36 36 36 36 NA 180 h1C!_t= 1st ST' 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 SHO 'A AND DIMENSIONED TO BE 7 5/8" WIDE UNLESS OTHERWISE NOTED. 3. ALL FULL HEIGHT BLOCK INALLS 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 RAMTY LOADS ONLY. ALL UPLIFT LOADS ARE HANDLED BY QUICK -TIE INSTALLATION. SEE SHEET 11 FOR ADD'L. INFORMATION 5. INDICATES FILLED REINFORCED VERTICAL BLOCKCELL -CONT. FROM FOOTING TO C.M.U. TOP COURSE 6. ® 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 AND 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 0D PRESSURE IN P.S.F. FOR WINDOW OPENING. 14. 6 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. LATEST REVISION DATE TO FASTER; 02-15-10 �I 0 �L- U M W = F__ 0 U 00 00 co Z 00 F- ' cd LU `n o� cm) I.._ LO LL = o U rn _IzcL'Jm CD _I LL to cN LL w m o Q DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, AP((DISCREPENCIES TO BE REPORTED TO MII HOMES FOR CLARIFICATIONI 3 0f 14 M11 ORLANDO 158'-6" 1101\11m ONE—HOUR RATED 1/16" EIRE RETARDANT SHEATHING n' & AIX Ilk ii I6 i F A ring (NF C`Fn A )1 A T10KI 111A I I 7/8" EXT, PORTLAND CE1\11ENT PLASTER ON PAPER BACKED EXPANDED METAL LATH ON TYVEK BOLT INSTALLATION NOTES: PLUMB'G STACK 24" VOID WASHER BOX PLACE DBL. - DBL WALL STUD ADJ. TO/ STUD VENT PIPE STUDSPACING' DETAIL @WASHER 1/./ x 8"L. THREADED ROD �N/ "I" RND. &SHER SET IN EPDXY FILLED 5 T DIA. DRILLED CLEANED HOLE'4" IWN, EMBED INTO C1111U bMLL) 5" VIN. EDGE DISTANCE BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION WALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL T YP. CMU TO FRAME WALL DETAIL AT SEPARATION WALL SCALE: E,\DM T-MTI-OIRL\ EEKLYj100726\RV 118-124 7 BLDG 100416\Sheets,4 2nd Floor Plan.dwg, 11/22/2010 1059:28 AMI, D` E6 ePlot.pc3 WDW,ROUGH OPNG.NOTE 36 7/3 x 63 WIDTH xHEIGHT (IN INCISES) WALLLEGEND ® INDICATES 2x4 BEARING WALL W/ QUICK TIE SYSTEM HOLDDOWNS FROM TOP OF 1S7 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 #'5 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 ','BALL DETAIL(s) FOR ADDITIONAL INFORMATION. !� AREA cc i TAB IT UNIT U�IT p UNIT C 4'-0" CV o UNIT A TOT AL 1st STY. LIMING 834 734 734 TEMP J 564 734 o 5198 GLS II 901 901 2458 <71 2568 � BAT 946 8'-O" CLG. NT. TOTAL LIMING -- 1635 n 1480 MASTER 1635 2„ 3 -2" 11425 ENTRY 40 CARPET 12'-1 1/2 51 55 55 51 40 363 GARAGE 4'-8" 230 230 IlZ 242 772 238 2-6 2468 41 IN � I I I ImLL � 3'-4" I 2668 41 82 TOTAL U.R. -- 5 LINEN SH ----------- "1781 1787 1916 2099 13520 PAi10 NA 36 1 36 1 36 1 36 1 35 NA 180 (17� H — —1 RISR 2X6 rr_ — WALL I I � 113 -2 8,-6„ HANDRAIL LL L- — —� � 3'-.?„ 42"H. 2xL p WALL -2" 2,. I BATH OPEN TO (0a UELOW 2668 2663 I I L_' �! I I AHu 2668 2668 ----------- N 5063 5068 7'-6' 7'-7" 8'-D" CLG. HT. c0 N 3'-0" CLG. HT. BED 2 BED 3 CARPET — -— CARPET — — — — — — – — — I 504OHR SH3050 ro EGRESS EGRESS I LINE OF IST STORY EXTERIOR WALL 5-5" 11'-0 112" 1 PRINCETON 1101\11m ONE—HOUR RATED 1/16" EIRE RETARDANT SHEATHING n' & AIX Ilk ii I6 i F A ring (NF C`Fn A )1 A T10KI 111A I I 7/8" EXT, PORTLAND CE1\11ENT PLASTER ON PAPER BACKED EXPANDED METAL LATH ON TYVEK BOLT INSTALLATION NOTES: PLUMB'G STACK 24" VOID WASHER BOX PLACE DBL. - DBL WALL STUD ADJ. TO/ STUD VENT PIPE STUDSPACING' DETAIL @WASHER 1/./ x 8"L. THREADED ROD �N/ "I" RND. &SHER SET IN EPDXY FILLED 5 T DIA. DRILLED CLEANED HOLE'4" IWN, EMBED INTO C1111U bMLL) 5" VIN. EDGE DISTANCE BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION WALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL T YP. CMU TO FRAME WALL DETAIL AT SEPARATION WALL SCALE: E,\DM T-MTI-OIRL\ EEKLYj100726\RV 118-124 7 BLDG 100416\Sheets,4 2nd Floor Plan.dwg, 11/22/2010 1059:28 AMI, D` E6 ePlot.pc3 WDW,ROUGH OPNG.NOTE 36 7/3 x 63 WIDTH xHEIGHT (IN INCISES) WALLLEGEND ® INDICATES 2x4 BEARING WALL W/ QUICK TIE SYSTEM HOLDDOWNS FROM TOP OF 1S7 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 #'5 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 ','BALL DETAIL(s) FOR ADDITIONAL INFORMATION. !� AREA E TAB IT UNIT U�IT UBIT UNIT C UNIT UNIT B UNIT A TOT AL 1st STY. LIMING 834 734 734 664 564 734 834 5198 2nd STY. LIVING 946 1 901 901 816 816 901 946 6227 TOTAL LIMING 1780 1635 1 1635 1480 1480 1635 '1780 11425 ENTRY 40 51 51 55 55 51 40 363 GARAGE 238 230 230 242 242 230 238 1650 LANAI 41 IN NA NA NA NA 41 82 TOTAL U.R. 2099 1916 1916 "1781 1787 1916 2099 13520 PAi10 NA 36 1 36 1 36 1 36 1 35 NA 180 2nd STY. FLOOR PLAN SECOND STORY PLAN NOTES; 1. DRYER VENT BOX -VENT THRU ROOF. 2. 24" W. WALL CAVITY, V01D OF STUDS, FOR WASHER BOX AND STACK. 3. 12" bV. WALL CAVITY, VOID OF STUDS, FOR SHOV,'ER VALVE AND/OR HEAD. 4. H,AREARDOUS 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 MSI HO`'�IES FOR CLARIFICATION. ALL FRAME '+MALLS ARE DRAWN AND DIMENSIONED TO BE 3 1/2" WIDE UNLESS OTHER�NISE NOTED. 6. PROVIDE DRAM PAN BELOW EACH WASHER. DRAIN LINE TO EXTERIOR,. 7. PROVIDE 2x4 AT 24" O.C. VERT. LADDER BLOCKING AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME VVALLS FOR INSTALLATION OF INSULATION. T LATEST REVISION DATE TO MASTER: 02-15-10 Lr) CD r � r DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED D111ENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO NM HIOMES FOR CLARIFICATION! 4of14 NVI ORLANDO o 00 +' U Z ' z �W C)co �o _<L Q Q OC) 0- u� w o0 � z �z O Lr) CD r � r DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED D111ENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO NM HIOMES FOR CLARIFICATION! 4of14 NVI ORLANDO o 00 +' U Z ' co M L1 LO �W C)co �o _<L Q u p 0- Lr) CD r � r DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED D111ENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO NM HIOMES FOR CLARIFICATION! 4of14 NVI ORLANDO HANDRAILS FOR STAIR%,,%`.AYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIIGHT, FROM A POf NT DIRECTLY ABOVE THE TOP 'RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R1SER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NE\,IVEL POSTS OR SAFETY TERMINALS. HANDRA.ILS .ADJACENT TO ,,A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" (38M M) BETWEEN THE WALL AND THE HANDRAILS E:\DMI-MI-0RL\WEEKLY\100726\RV 118-124 7 BLDG 100416\Sheets\5 Cross Sections.dwg, 11/22/2010 2:00:15 AM, DVF6 ePlot.pc3 FACE OF STUD MALL KNEE WALL - TOP AT 42"-,, 2'-3' (3) TREADS @ 9" EA. UPPER LANDING SECTION T H rr-)\ U UPPER STAIR - U 'N"I T " AVS SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3/4" PLY>rYD. ON 2x12 FRMG AT TREADS PER PLAN 3'-2" STAIR SECTIQNATUNIT T" SEE SECTION / DETAIL SHTS. FOR ADD'L, INFORMATION 31/4" PLYWD. ON 2x8 JOISTS 5_6 1/4" AT LANDING-\ 11 (4) 7 9/18" RISERS BEYOND11 - All I'D � N TOP OF LANDING 3'-51/2" _Z L7 m 3/4" PLYWD. cc Q RISER o 2x12 TREAD' 2x12 CARRIAGE o W/ SPACER AT SIDE 'HALLS PER PLAN FULL H I. WALL Q OPEN RAILING ON CURB N LJ \ _ a TOP OF LANDING STAIR SECTION AT UNIT "C" SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3'-2" 1 1/2" DIAMETER CONT. HANDRAIL TYPICAL SECTION AT HANDRAIL BALUSTER SPACING MUST REJECT 4" DIA, SPHERE UP TO HEIGHT OF 3411- BOTTOM R41L OR CURB MUST REJECT 211 DIA, SPHERE STAIRTREADAND RISER CALCULATION (2) RISERS + (1) TREAD = 24" (Ilk) TO 25" (MAX,) REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND RISERS HANDRAIL 4')ITH CIRCULAR CROSS SECTION DIMMETER BTYM. 1 1/2" TO 2", OR PROVIDE CROSS SECTION OF EQUIVALENT GRASPABILITY PERFORMANCE NOTE: PICKETS SHALL BE PLACED NO GREATER THAP1 4" O.C. / TOTAL STAIR RUN MINIMUiM TREAD (NOT INCLUDING NOSING) _ — 2x8 BLOCKING BEHIND HANDRAIL TOP AT 39" ABOVE EDGE OF TREAD /i 1x10 STRINGER I" NOSING 2x12 TREAD 3 r`4" Pfft'0. z O RISER � w o � _X Z N Q w O � O � �m 441DE �w o 3/4" PLYWD. ON 2x8 JOISTS AT LANDING I" NOSING CONNECT PLY' D. RISER TO TREAD WITH (4) °d NAILS / \--2x12 CARRIAGE AT SIDES AND / CENTER OF STAIRS 14ITH 2x6 / SPACER AT SIDE WALLS / / CONNECT SPACER TO EA. STUD '111,/ (2) loci COmmONS KIS � PLATE TYPICAL STAIR SECTION SCALE: N.T.S. 314"' PLYWOOD FLOORING �FLOOP, TRUSS NAIL (2)2x4 TO BOTT041 OF FLOOR TRUSS "12" OR LESS IN DEPTH 2x8 STAIR, LEDGER CONNECT TO FLOOR TRUSS''/ (2)i0d NAILS AT 6" 0. C. �,4A . OR EQUIVALENT CONNECT CARRIAGE TO LEDGER, IN' (2)10:1 TOE—MAILED COMMONS STAGGERED EA. SIDE LATEST REVISION GATE TO MASTER: 02-15-10 CI°DER PEP, r o L STAIRS TO BE GIRDER(BEYOND) BEYOND) FRAMING PLAN z U 00 Z ' SUPPORTED BY UoCu 0 NOSING o� Q � GIRDER ABOVE FLARING--- Lu O W I,ALLLL C\j� LL V5 � �z LL !ice- � z O RISER j W C) Of y' 1/_ DRi HALL co 5 1/2". UNDERSTAIRS- / S �! w _ "x" INJ \ 2x12 CARRIAGE zoo R— HYPE y `N � SPACER AT - c, o GARAGE S-' , I I SIDE 'PALLS "' J 0 n 7 I I i o J � 4-� ' 1/2 _—J y GARAGE - � FLOOR II ----- SECTION T H rr-)\ U UPPER STAIR - U 'N"I T " AVS SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3/4" PLY>rYD. ON 2x12 FRMG AT TREADS PER PLAN 3'-2" STAIR SECTIQNATUNIT T" SEE SECTION / DETAIL SHTS. FOR ADD'L, INFORMATION 31/4" PLYWD. ON 2x8 JOISTS 5_6 1/4" AT LANDING-\ 11 (4) 7 9/18" RISERS BEYOND11 - All I'D � N TOP OF LANDING 3'-51/2" _Z L7 m 3/4" PLYWD. cc Q RISER o 2x12 TREAD' 2x12 CARRIAGE o W/ SPACER AT SIDE 'HALLS PER PLAN FULL H I. WALL Q OPEN RAILING ON CURB N LJ \ _ a TOP OF LANDING STAIR SECTION AT UNIT "C" SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3'-2" 1 1/2" DIAMETER CONT. HANDRAIL TYPICAL SECTION AT HANDRAIL BALUSTER SPACING MUST REJECT 4" DIA, SPHERE UP TO HEIGHT OF 3411- BOTTOM R41L OR CURB MUST REJECT 211 DIA, SPHERE STAIRTREADAND RISER CALCULATION (2) RISERS + (1) TREAD = 24" (Ilk) TO 25" (MAX,) REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND RISERS HANDRAIL 4')ITH CIRCULAR CROSS SECTION DIMMETER BTYM. 1 1/2" TO 2", OR PROVIDE CROSS SECTION OF EQUIVALENT GRASPABILITY PERFORMANCE NOTE: PICKETS SHALL BE PLACED NO GREATER THAP1 4" O.C. / TOTAL STAIR RUN MINIMUiM TREAD (NOT INCLUDING NOSING) _ — 2x8 BLOCKING BEHIND HANDRAIL TOP AT 39" ABOVE EDGE OF TREAD /i 1x10 STRINGER I" NOSING 2x12 TREAD 3 r`4" Pfft'0. z O RISER � w o � _X Z N Q w O � O � �m 441DE �w o 3/4" PLYWD. ON 2x8 JOISTS AT LANDING I" NOSING CONNECT PLY' D. RISER TO TREAD WITH (4) °d NAILS / \--2x12 CARRIAGE AT SIDES AND / CENTER OF STAIRS 14ITH 2x6 / SPACER AT SIDE WALLS / / CONNECT SPACER TO EA. STUD '111,/ (2) loci COmmONS KIS � PLATE TYPICAL STAIR SECTION SCALE: N.T.S. 314"' PLYWOOD FLOORING �FLOOP, TRUSS NAIL (2)2x4 TO BOTT041 OF FLOOR TRUSS "12" OR LESS IN DEPTH 2x8 STAIR, LEDGER CONNECT TO FLOOR TRUSS''/ (2)i0d NAILS AT 6" 0. C. �,4A . OR EQUIVALENT CONNECT CARRIAGE TO LEDGER, IN' (2)10:1 TOE—MAILED COMMONS STAGGERED EA. SIDE LATEST REVISION GATE TO MASTER: 02-15-10 nim r o 00 }' z U 00 Z ' �E UoCu 0 Lid o� Q � Opp c,)�E �; -,I- Lu O W O C\j� LL V5 � �z LL !ice- � z O nim r o 00 }' U 00 Z ' �E UoCu 0 Lid o� �_o��� mac==o U c,)�E �; -,I- `r -1� 1 �Q C\j� LL V5 � .fie _ Q !ice- nim DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 5 of 14 M/1 ORLANDO cy-)= 0 CN `r !ice- W L]. R— !) � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 5 of 14 M/1 ORLANDO AL1 LL Z i .S = LT. C0AC`I LT. ELECTRICAL LEGEND -� STANDARD SWITCH - 3 WAY SWITICH m 4 WAY SWITCH DIMMER 9flTCH PUSH BUTTON oC w"' cl DUPLEX OUTLET GFI G.F.I. DUPLEX OUTLET WP/GFI WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET UC UNDER COUNTER DUPLEX OUTLET CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER < PRE -WIRED JUNCTION SOX P N PRE -WIRED FAN JUNCTION BOX Q C CEILING MOUNTED LIGHT FIXTURE Vp CEILING MOUNTED-�,!APOR PROOF LIGHT FIX URE -tl ornCLGT. ATTIC PULL CHAIN RECESSED LIGHT FIXTURE Vp RECESSED -VAPOR PROOF LIGHT FIXTURE WALL MOUNTED LICHT FIXTURE -0 COACH COACH LIGHT (PRE-441RE ,AS NOTED) FLOOD LIGHT O 1x4 1'x4' FLUORESCENT LIGHTING O ?x4 2'x4' FLUORESCEN LIGHTING FLUORESCENT STRIP L UNDER CABINET FLUORESCENT STRIP WALL MOUNTED INC.ANDESENT STIRIP E.F. EXHAUST FAN L�. EXHAUST FAN ', 9TH LIGFTT SLS SMOKE & CARBON K10N0XIDE DETECTOR SPEAKER PRE -WIRE ELECTRICAL PANEL =1_1 A/C DISCONNECT LLJ ELECTRICAL METER N TELEVISION OUTLET TELEPHONE JACK SCI NETWORK JACK E:\DMI-MI-0RL\WEEKLY\100726\RV 118-124 7 BLDG 1004 .6\Sheets\4 est Electrical P1an.dwg, 11/22/2010 2:01:00 AM, D °E6 ePlot,pc3 1sfSTY. ELECTRICAL PLAN 1/4- = 1'-O„ 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 INTERRUPTERS) AND SHALL "TAKIPER- RESISTANT" PROTECTION DEVICE. 4. ALL GARAGE OUTLETS SHALL BE G.F.I. 5. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED WI 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. %. 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 V1.H. SHALL HAVE PROTECTIVE POST, AS REQ'D. LATEST REVISI0N DATE TO FASTER: 02-15-10 n' S C%r) O m U 00 U oC w"' cl LLJ� i =�� � Q w o O < _I LL LLw�I �• Q C n' S DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA 1­10MES FOR CLARIFICATION! W�m 6 of 114 Fll ORLANDO C%r) � 0 it 4-1 L L9 Q) Lu �-- 0 ::D c/) JI 0 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA 1­10MES FOR CLARIFICATION! W�m 6 of 114 Fll ORLANDO ELECTRICAL LEGEND E�9 STANDARD SWITCH 3 WAY SWITCH 4 WAY SWITCH DIMMER SWITCH b PUSH BUTTON DUPLEX OUTLET OR G.F.I. DUPLEX OUTLET WP/CH WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUPLET UC UNDER, COUNTER DUPLEX OUTLET CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER, PRE-1,111IDNED JUNCTION BOX aA'U PRE-INIRED FAN JUNCTION BOX CEILING MOUNTED LIGHT FIXTURE CEILING ;MOUNTED -VAPOR PROOF LIGHT FI;(TUBE P P..C.C. LOT. AMC PULL CHAIN EP,ECESSED LICHT FIXTURE $VP RECESSED -VAPOR PROOF LICHT FIXTURE -O 'PALL MOUNTED LICHT FIXTURE COACH '-0 L.T. COACH LIGHT jI RE -WIRE AS NOTED) FLOOD LIGHT O 1x4 1'x4' FLUORESCENT LIGHTING O ?x4 ?'x4' FLUORESCENT LIGHTING O FLUORESCENT STRIP C :C1 UNDER CABINET FLUORESCENT STRIP WALL MOUNTED INC41DESENT STRIP E.F. EXHAUST FAN EF( EXHAUST FAN WITH LIGHT SOD SMOKE & CARBON L/ MONOXIDE DETECTOR O SPEAKER PRE -WIRE ELECTRICAL PANEL A/C DISCONNECT L� ELECTRICAL METER N TELEVISION OUTLET �I TELEPHONE JACK CI NETWORK JACK Eek®M1-MI-0RL\WEEKLY\100726\RV 118-124 7 BLDG 100416\Sheets\5 2nd Electrical POan.dwg, 11/22/2010 2:01:32 AIM`, DWF6 ePlot. �c3 �p 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. 0. ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, AS REQ'D. 2nd STY. ELECTRICAL PLAN LATEST REVISION DATE TO MASTER: 02-15-10 w O m m Sm C) L LL1 Lu WI c� m co 00 U 00 LL I o p P- C.0 Z Qwzo o M L cj L- u a b LLQ ,® C!� —I Cl) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO N1"I HOMES FOR CLARIFICATION! 7 of 14 V/1 ORLANDO V 1 '41 1 ■% v. .. — v a .. CURB WIDTH AS STATED ON PLANS VARIES VARIES �— �-- VARIES FIN. `0 FIN. ro GAL `� G A L OF, z 3-#5 BARS Ll �� _ �}" LANAI SLAB o ENTRY 4" _ ® ® PAVEP,S ® ® CONT. ON 2-#5 BARS 3-#5 BARS 3-#5 BARS 1'-i0" CHAIRS l'-4' CONT. ON 1'-10" CON, T. ON 1'-10' CONT. 01\1 CHAIRS CHAIRS CHAIRS RAISED CURB FTG. TYP,1—STY. TYP. 2—STY. 3AT GARAGE EXT, SLAB EDGE SLAB EDGE WALLS BRG. WALL 0 0 3- 5T. BARS COON CHAIRS INT. FRAME BRG, WALL FTG, 7 1/2" CURB VARIES I VARIES z #5 BAR Ll -r 7 7 AT 24' O.C. 4-#5 BARS 2'-0" CONT. ON CHAIRS RAISED CURB FTG, BTWN. GA ,Y .GE IMT. WALLS VAPIFC 4° 3-#5 BARS CONT ON CHAIRS INT. BLKa WALL FTG. AT SLAB STEP DN. BTWN. GARAGE ADJ. 'UNIT INTERIOR WALLS BRG. MALL VARIES z i 0 ® 01 3-#5 BARS CONT. ON CHAIRS INT. BRG. WALL FTG. AT SLAB STEP DN. VERIFY !v DOOR biA UF. 8' CMU SLOPE 5 BAR DOWEL 11 1 /2' WALL T E,A. REINF. Fill, FILLED CELL SLOPE GRADE 0` #5 BAR • e o DRIVE VARIES 4" Al 24' Q.C.J WAY 0 ® jTO� P OF FTU. (3)-u5's^COMUT. 4-#5 BARS 9 -1'-1 1/2' A.F.F. �N CHAIRS 16' 1 #5 CONT S„ 1'-O' 1 #5 CONT. 2'-0" CONT ON CHAIRS SLAB EDGE FTG. AT PATIO/ENTRY $ INTa NON-BRG. SLAB TYPICAL FTG, O1 ,, D7 �FOCT. GONG. GARAGE DOOR OPI1IGa INT. SEPARATION G SLAB EDGE STEP DN, FTG. svv STEM WALL DETAIL WALLS AT ENTRY E:\DMI-MI-0RL\WEEKLY\100726\RV 118-124 7 BLDG 100416\Sheets\6 Foundation Plan,dwg, 11/22/2010 2:02:08 AM, DWF6 ePlot.pc3 TYPICAL EDGE ® PIPING PIPE (6" DIA. MAX.) SLEEVE (DIA. LARGER THAN PIPE) TYP, PIPE THRU FTG. DETAIL AS REQ'D. STEM MONO MONO STEM EXTEND STEM WALL FTG. DEPTH OF REBAR 2'-1" INTO MONOLITHIC MONOLITHIC SLAB SLAB EDGE EDGE TO MATCH BOT. OF STEV WALL L FTG. M �L — CD �U'wL STEM WALL FTG. REBARS L7 L7 zz 45' " 0 PAVERS ON SOIL CDKNT/ SAND BASE GRADE FOUNDATION NOTES: 1. 0 INDICATES FILLED CELL W/ 3,000 PSI GROUT W/ 1-#5 REB,AR UNLESS NOTED OTHERMSE. 2. DO NOT SCALE PRINTS! CONSTRUCT FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES TO BE REPORTED TO M/1 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 BRICK PAVER DETAIL SLAB PLAN STEM WALL FTG, TO MONO ,,a" _ 1'-0" SLOB EDGE TRANSITION LATEST REVISION DATE TO MASTER: 02-15-10 IN O m r 4-0 iI n LJ DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED Dli,IENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mll HOMES FOR CLARIFICATION! 8 of 14 Mf1 ORLANDO r O P 00 � z {) Z ' L U M �L — CD �U'wL LUocp�W--9 _ E--- Q Q Opp Q Lu 0 LU O w O ® � z LLI i Q �z O O m r 4-0 iI n LJ DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED Dli,IENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mll HOMES FOR CLARIFICATION! 8 of 14 Mf1 ORLANDO r O P 00 � {) Z ' L U M �L — CD �U'wL LUocp�W--9 _ E--- = c Q Q Lu 0 ® Q N LL- LLI i Q O m r 4-0 iI n LJ DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED Dli,IENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mll HOMES FOR CLARIFICATION! 8 of 14 Mf1 ORLANDO E:jDISI-MI-ORL\WEEKLY\100726\RV 118-124 7 BLDG 10416\Sheets\10 Plumbing.dwg, 11/22/2010 2:02:55 AM, DWF6 ePiot.pc3 12'- 6" 3 C14 38.5 ®I TOP OF BLOCK AT +9'-4" A.F.F. UNLESS NOTED OTHERWISE a F----------� I I a -- ------L------------ 03 I � I a m ®8070 OVERHEAD DR. 1 I 39.6 I G�t EGRESS 38.5 4 ®®--------- ®® 3'-7" 3'-1" 11'-B" TOP OF BLOCK @ +9'-4' A.F.F. 22'-0 1/2" LEXINGTON UNIT "A" LINTEL MOTES 1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS. 2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI @ 28 DAYS 3. REBAR STEEL SHALL BE MIN. GRADE 40 DEFORMED. 4. LINTELS MANUFACTURED BY FLORIDA ROCK IS ACCEPTABLE. 5. ADD'L CONC, FILL W% 1-#5 BAR IN "U" LINTELS IS ,ACCEPTABLE BUT NOT REQUIRED FOR LINTEL SECTIONS #2 AND #2R. LINTEL SECTIONS: 8"H. PRECAST "U" LINTEL ON TOP COURSE FILL (O CONC. ' {611N . 6-1 /22"BP,G. ON ENDS) 3"H. RECESSED PRECAST- J "U° LINTEI-1NFILLED W/ 1-#5� 10 (MIN. 6-1/2" BRG. ON ENDS) 1R 81. KNOCKOUT CMU TOP _;_' COURSE FILL W/ CONC. & 1-p5 A. -.- FELT PAPER OR SCREEN co co o _ o UNRLLED CMU COURSE(S) I 3'H. PRECAST 'U° LI'ITEL- UNFILLED (TITIN. 4' BRG.OV ENDS) 3'H. RECESSED PRECAST L- - - - J 'U" LINTEL -UNFILLED 02(MIN. 4' DRG. ON ENDS) D2R 3"9. KNOCKOUT CMU TOP I; • COURSE RLL Yl/ CONC. & 1-�5 - 3"H. PRECAST OR PRESTRESSED °U" LIN?L-FILL W/ CONC. & 1 I'D °e +• (ImIN. 6-i'2" BRG. CSV ENDS) 8'H, RECESSED PRECAST1 U' LINTEL -FILL W/ CONC. w 1-M'5 -01 (MIN. 6-1/?' BRG. ON ENDS) 3R 3'N. KNOCKOUT C.1 -W TOP L COURSE RLL W/ CONC. & 1- 5 -- I. , C'.IU COURSZ(S) FILL o W/ CONC. o I 8"9. PRECAST LIR PRESTRESSED U° LINT L -FILL S4/ CONC. ? ) �® (Idll�l. 6-1/2° 3RG. ON ENDS) 8"H. RECEDED PRECAST L ----J °U" LINTEL -FILL W/ CONC. u• i-#5 4 5-1 /2' BRG. ON ENDS) O4R 3°H. KNOCKOUT CIMU TOP L.�` COURSE RLL 19/ CCtiVC. ?: 1-�� �i STIRRUPS W/ o "ACI 130' HOOK ': �3 i6 O.C. v . 3"H. PRECAST OR PRESTRESSED "U' LINTEL -FILL W/ CONC, 3, 1-#5 (MIN. 6-1/2' BP,G. O,V ENDS) 5 I tA 4°H. C',IU FILL V1/ CONC. I. ..I 8'H. PRECAST °U' LINTEL ON TOP COURSE FILL W/ CONC. 1-#5 (MIDI. 5-1/2' ERG. ON ENDS) 6 22'-S" 4'-10" TOP OF BLOCK 0 0 '-0'. 12080 SOD 4f.0 EXTEND JAMB BOARD 12" MIN. ® m --------------- m 12xi2 BILK. 12zi2 ELK. COL COL L=13'-6" ____________ o TOP OF BLOCK P.C. LINTEL W , - @ +9'-4" A.F.F. BLOC COURSE ABV. o CD25 UNLESS NOTED OTHERWISE TOP OF SLAB AT +0'-0" An Fn F. (REFERENCE ELEVATION) REFER EN"*E ELEVATKON) 2 -HR FIRE RATED SEPARATION WALL L=11'-10" L=3'-4" 38.5 SHEATHING W/ GRADE BEAM. TOP OF BLOCK AT +9'4" A.F.F. O -',R UNLESS NOTED OTHERWISE L=4'-6" a IN di 9080 SCD 30 X18.6 �a 8" 5-7' L=7'-6" IL=10'-7" I a ---------- o I I -01 0 L Px3 P.C. LINTEL W/ CLIC BILK. COURSE ;'ABV. ATTACH FLUSH W/SIDES OF MASONRY I I L=-'-6" COL 3x24 ELK. / COLUMN-' I TOP OF BLOCK AT +9'-4"' A.F.F. L GARACE DOOR MASONRY OPENING ca ca UNLESS NOTED OTHERWISE APPROVAL DATA SHALL SUPERSEDE THE imQNJ---- ® ® TO P O F B LAB AT +0'-0" A. F. F. 8070 OVERHEAD DR. -- 8070 Ob'ERHEAD DR. INFORMATION IS (MORE RESTRICTIVEL (REFERENCE ELEVATION) GARAGE 39.6 39.6 -51 /2 11'-3 1,12" 9'-10" I TOP OF BLOCK TOP OF BLOCK @ +9'-4" A.F.F. 21'-10 112" PRINCETON I a laI I I I I ° P.C. LINTEL w t Sx8 BLKBLK.. COURSE A6V. 8x8 I I II 1 �xi 21 COL COL Bf�K. C25 COOL 126.4 O I I U 1 I L I I L-9'4 3R I L=4'-6" I 3065 I 1:hl) 4B.6 1 3 L=9'-4" L=9'-4" I I sIlK. I COL In :MEMO Q L=9'-4" L-5'-10" 3 C14 38.5 ®I TOP OF BLOCK AT +9'-4" A.F.F. UNLESS NOTED OTHERWISE a F----------� I I a -- ------L------------ 03 I � I a m ®8070 OVERHEAD DR. 1 I 39.6 I G�t EGRESS 38.5 4 ®®--------- ®® 3'-7" 3'-1" 11'-B" TOP OF BLOCK @ +9'-4' A.F.F. 22'-0 1/2" LEXINGTON UNIT "A" LINTEL MOTES 1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS. 2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI @ 28 DAYS 3. REBAR STEEL SHALL BE MIN. GRADE 40 DEFORMED. 4. LINTELS MANUFACTURED BY FLORIDA ROCK IS ACCEPTABLE. 5. ADD'L CONC, FILL W% 1-#5 BAR IN "U" LINTELS IS ,ACCEPTABLE BUT NOT REQUIRED FOR LINTEL SECTIONS #2 AND #2R. LINTEL SECTIONS: 8"H. PRECAST "U" LINTEL ON TOP COURSE FILL (O CONC. ' {611N . 6-1 /22"BP,G. ON ENDS) 3"H. RECESSED PRECAST- J "U° LINTEI-1NFILLED W/ 1-#5� 10 (MIN. 6-1/2" BRG. ON ENDS) 1R 81. KNOCKOUT CMU TOP _;_' COURSE FILL W/ CONC. & 1-p5 A. -.- FELT PAPER OR SCREEN co co o _ o UNRLLED CMU COURSE(S) I 3'H. PRECAST 'U° LI'ITEL- UNFILLED (TITIN. 4' BRG.OV ENDS) 3'H. RECESSED PRECAST L- - - - J 'U" LINTEL -UNFILLED 02(MIN. 4' DRG. ON ENDS) D2R 3"9. KNOCKOUT CMU TOP I; • COURSE RLL Yl/ CONC. & 1-�5 - 3"H. PRECAST OR PRESTRESSED °U" LIN?L-FILL W/ CONC. & 1 I'D °e +• (ImIN. 6-i'2" BRG. CSV ENDS) 8'H, RECESSED PRECAST1 U' LINTEL -FILL W/ CONC. w 1-M'5 -01 (MIN. 6-1/?' BRG. ON ENDS) 3R 3'N. KNOCKOUT C.1 -W TOP L COURSE RLL W/ CONC. & 1- 5 -- I. , C'.IU COURSZ(S) FILL o W/ CONC. o I 8"9. PRECAST LIR PRESTRESSED U° LINT L -FILL S4/ CONC. ? ) �® (Idll�l. 6-1/2° 3RG. ON ENDS) 8"H. RECEDED PRECAST L ----J °U" LINTEL -FILL W/ CONC. u• i-#5 4 5-1 /2' BRG. ON ENDS) O4R 3°H. KNOCKOUT CIMU TOP L.�` COURSE RLL 19/ CCtiVC. ?: 1-�� �i STIRRUPS W/ o "ACI 130' HOOK ': �3 i6 O.C. v . 3"H. PRECAST OR PRESTRESSED "U' LINTEL -FILL W/ CONC, 3, 1-#5 (MIN. 6-1/2' BP,G. O,V ENDS) 5 I tA 4°H. C',IU FILL V1/ CONC. I. ..I 8'H. PRECAST °U' LINTEL ON TOP COURSE FILL W/ CONC. 1-#5 (MIDI. 5-1/2' ERG. ON ENDS) 6 22'-S" 4'-10" TOP OF BLOCK 0 +9'-4' A.F.F. 12080 SOD 4f.0 EXTEND JAMB BOARD 12" MIN. ® m --------------- m 3 L=13'-6" TOP OF BLOCK AT +9'-4" A,F,F, UNLESS NOTED OTHERWISE TOP OF SLAB AT +0'-0" An Fn F. (REFERENCE ELEVATION) REFER EN"*E ELEVATKON) 2 -HR FIRE RATED SEPARATION WALL TO UNDERSIDE OF 2nd STORY ROOF SHEATHING W/ GRADE BEAM. TOP OF BLOCK AT +9'4" A.F.F. O -',R UNLESS NOTED OTHERWISE L=4'-6" ( 3 l � X18.6 �a 8" 5-7' I -01, IL=10'-7" I a ---------- o I I _1 L Px3 P.C. LINTEL W/ CLIC BILK. COURSE ;'ABV. ATTACH FLUSH W/SIDES OF MASONRY I I 0 I 0 COL 3x24 ELK. / COLUMN-' I (4) 112" GALV. "J" ANCHOR BOLTS L GARACE DOOR MASONRY OPENING 1V1 1' SQ. WASHER - 24" MAX C/C CURRENT PRODUCT APPROVAL DATA SHALL SUPERSEDE THE imQNJ---- ® 8070 OVERHEAD DR. -- 8070 Ob'ERHEAD DR. INFORMATION IS (MORE RESTRICTIVEL COLUMN GARAGE 39.6 39.6 -51 /2 11'-3 1,12" 9'-10" I TOP OF BLOCK TOP OF BLOCK @ +9'-4" A.F.F. 21'-10 112" PRINCETON 22'-6" TOP OF BLOCK 0 44' A.F.F. 12080 SGD 41 1,0 EXTEND JAMB BOARD 12" MIN. ® Q ------------ L=113''-6" TOP OF BLOCK AT +9'-4" A,F,F, UNLESS NOTED OTHERWISE OF SLAB AT +���° An FnF.TOP REFER EN"*E ELEVATKON) O3R STOP OF BLOCK AT +9'-4" A.F.F. L=4'-6" UNLESS NOTED OTHERWISE r 3068 L=3'-7" 48.6 o Q al 1--- 5-7" 3° 30o F----------3 L=10'-7" I i -i--------- I ___---_I_ BLPK..0 COURSE A8V. 3x3 BILK. 00 I I I I _1 - ATTACH FLUSH W/SIDES OF MASONRY I ! 0 I 0 o I I 1 0 (4) 112" GALV. "J" ANCHOR BOLTS g GARACE DOOR MASONRY OPENING 1V1 1' SQ. WASHER - 24" MAX C/C CURRENT PRODUCT APPROVAL DATA SHALL SUPERSEDE THE imQNJ---- INFORr1ATON s 1 8070 OVERHEAD DR. I I INFORMATION IS (MORE RESTRICTIVEL COLUMN GARAGE DOOR jA M B P E P 39.6 -111/2" 9'-11" 9'-10" I TOP OF BLOCK @ +9'-4' A.F.F. 21'-10 112" PRINCETON ` UNIT "B" ®' ` 0 0 ° EXTEND JAMB BOARD 12" MIN. o N 0 ABOVE MASONRY OPENING 48.6 1 C- ❑ o w P.T. 2x6 @ DOOR HEAD ' 3068 4s,6 ATTACH FLUSH W/ TOP OF W o MASONRY OPENING WT' 103 CONC. NAILS AT 12" O.C. C OC) O I [ ----- I --- .a, 00 P.T. S.Y.P. 2x6 @ BOTH DOOR JAMBS _1 - ATTACH FLUSH W/SIDES OF MASONRY 0 I 0 OPENING Z (4) 112" GALV. "J" ANCHOR BOLTS g GARACE DOOR MASONRY OPENING 1V1 1' SQ. WASHER - 24" MAX C/C CURRENT PRODUCT APPROVAL DATA SHALL SUPERSEDE THE SPACING - 2" MIN. EMBED PLACE ANCHORS PRIOR TO GROUT FILL INFORr1ATON CONTAINED IN THIS DETAIL ONLY IF SUCH AT MASONRY CORES I I INFORMATION IS (MORE RESTRICTIVEL COLUMN GARAGE DOOR jA M B P E P (8'- 0''W. 7- 0" H. DOOR UNIT "B" EXTEND JAMB BOARD 12" MIN. a ABOVE MASONRY OPENING _i ' o z ° P.T. 2x6 @ DOOR HEAD o ATTACH FLUSH W i TOP OF o MASONRY OPENING - , ° IN/ 106 CONC. NAILS AT 12" O.C. IL P.T. S.Y.P. 2x6 � BOTH DOOR JAMBS ATTACH FLUSH W/ SIDES OF MASONRY OPENING 16'-0" W/ (7) 1/2" GALV. "J" ANCHOR BOLTS GARAGE DOOR MASONRY OPENING W/ 1" SQ. WASHER - 13-3/4" MAX. C C SPACING - 2" MIN. EMBED CURRENT PRODUCT APPROVAL DATA SHALL SUPERSEDE THE PACE ANCHORS PRIOR TO GROUT FILL INFORMATION CONTAINED IN THIS DETAIL ONLY IF SUCH AT MASONRY CORES INFORMATION IS MORE RESTRICTIVE GARAGE DOORJAMB PREP (16-0"W.J-0"H, DOOR) 1/4" = 1'-0" TOP OF BLOCK @ +9'-4" A.F.F. 12080 SGD 41.0 0 TOP OF BLOCK AT +9'-4" A.F,F. UNLESS NOTED OTHERWISE T 0 P" OF SLAB A T + 0'- 0" A.F,F. (REFERENCE ELEVATION) 2 -HR FIRE RATED SEPARATION WALL TO UNDERSIDE OF 2nd STORY ROOF SHEATHING WI GRADE BEAM. L 22'-6" 4-1 D' TOP OF BLOCK @ +9'-4' .A.F.F. 12080 SGD 41.P ®®� ®---------------° 0 TOP OF BLOCK AT +9'-4" A,F,F, UNLESS NOTED OTHERWISE TOP ON F SLAB A T + 0'-0" A.F.F. (REFERENCE ELEVATION) TOP OF BLOCK AT +9',4" A.F.F. TOP OF BLOCK AT +94" A.F.F. UNLESS NOTED OTHERWISE O3R 3R UNLESS NOTED OTHERWISE F----------� I I I I I I I I I I 1 U 1 L=9'-4" I ®a - - ____ in NJ 8070 OVERHEAD DR.- - 39.6 L=4'-6" L=4'-6" 3068 0 3068 48.6 1 Lu 48.6 Ll9 3068 4s,6 Jim W Q UNLESS NOTED OTHERWISE C OC) O --- [ ----- I --- .a, 00 - - 0 I 0 I 0 Z - - - - - - - - - - ---------- a g - - - - - - - - - - - - - - - - - - - - P.C. LINTEL w/ P.C. LINTEL W1 BL8 BLK. COURSE !'. BILK. COURSE ABV. BLK. COL ,8x24 BILK I I COL COLUMN L=10'-7" TOP OF BLOCK @ +9'-4" A.F.F. 21'-1D 112" TRENTON 10'-7" 10'-7" 17,4' TOP OF BLOCK +9'-4" A.F.F. 12GSD SGD 41.0 Ir ®----- - - - - - - - - - 0a TOP OF BLOCK AT +94" A.F.F. UNLESS NOTED OTHERWISE TOP OF SLAB A T +0°-0" A.F.F. {REFEREN0'E ELEVAT10ON) 2 -HR FIRE RATED SEPARATION WALL TO UNDERSIDE OF 2nd STORY ROOF SHEATHING WI GRADE BEAM. � 3'-0" 4'-i0" L1/2' 0 P.C. LINTEL W TOP OF BLOCK - -3LK -C2RY- - - - - - - 0 0025 30 LmLl La '" L=11'-10" I 9080 SGD 1' -STI -0-1 41.0 =7'-6" TOP OF BLOCK AT +9'-4" A.F.F. UNLESS NOTED OTHERWISE TOP OF SLAB AT +0'-0" A,F.F. (REFERENCE ELEVATION) 8" y - ►I c25 C3I I 3068 i 6,. 48.6 L=.9'-3' NJ TOP OF BLOCK AT +9'-4" A.F,F, O3R \x C14 UNLESS NOTED OTHERWISE L=4'-6" 38.5 TOP OF BLOCK TOP OF BLOCK TOP OF BLOCK @ +9-4" A.F.F. @ +9'-4" A.F.F. > IN +9'-4" A.F.F. 21'-10 112" TRENTON UNIT "C" 21'-10 1/2" PRINCETON I UNIT "B" 22'-D 1/2" LEXINGTON UNIT"All 0 N 1st STY. MASONRY PLAN LATEST REVISION DATE TO MASTER: 02-15-10 79:=i 0 TOP OF BLOCK AT +9'-4" A.F.F. Lu Ll9 3068 4s,6 L=3'-71 W Q UNLESS NOTED OTHERWISE C OC) O uj � 00 Z 8' 5'-7" Z F ----------T F----------� �J H I I I I L=10'-7" a -,-,------ For _ I I a laI I I I I P.C. LINTEL w t Sx8 BLKBLK.. COURSE A6V. 8x8 I I COL COL ------------L----------------- I I U 1 301 I I I I I � 1 3 L=9'-4" L=9'-4" 1 i L=9'-4" L-5'-10" m 8070 OVERHEAD DR. 39.6 1 >0 I a s s ® f -______opm NJ - - m �, m a� _____-- - - 8070 OVERHEAD DR. 8070 OIfRHEAD DR. 38.5 ® --------- 1 10" uj� EGRESS 3'-7" 9'-10" 10'-7" 11'-3" 54" 3'-7" TOP OF BLOCK TOP OF BLOCK TOP OF BLOCK @ +9-4" A.F.F. @ +9'-4" A.F.F. > IN +9'-4" A.F.F. 21'-10 112" TRENTON UNIT "C" 21'-10 1/2" PRINCETON I UNIT "B" 22'-D 1/2" LEXINGTON UNIT"All 0 N 1st STY. MASONRY PLAN LATEST REVISION DATE TO MASTER: 02-15-10 79:=i 0 ryry 0 Lu Ll9 _ Lu W Q C OC) O r U 0000 z .i U o�Lu� CB Lu =p- C,) Q = R z o � CCDCD r LL LL LLI C6 LO 1=1 r 0 0 a) LLI Lij Cl) C9) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MSI HOMES FOR CLARIFICATION! I,I � I 10 of 114 M'1 ORLANDO z W �Q OC) uj � 00 Z Z O H r U 0000 z .i U o�Lu� CB Lu =p- C,) Q = R z o � CCDCD r LL LL LLI C6 LO 1=1 r 0 0 a) LLI Lij Cl) C9) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MSI HOMES FOR CLARIFICATION! I,I � I 10 of 114 M'1 ORLANDO 158'- 6 L5 '-0 221-6" 22'-6' 6" 22'- 6" 22'- 6' 54 2'-10" 2'-10' 13'4 12' 8' 13'-4" 9'-2' 13'-4" 5]3" 13'- 4''- s' 9'° 13' 8'-8" 5'-3 1% INDICATES EXTERIOR FACE OF 2ND STORY PERIMETER WALLS � I DICATES EXTERIO FACE OF INDICATES EXTERIOR FACE F 2 D STORY PERlME ER WALLS 2ND �— STOR'�i PERIMETER WAL S --- -------—————— — — — — ——— — —— ---------------------------® — — — — — — — — — — — al I ----------- --------------- — — — — — — — — — TOP OF BLOCK AT +9"-4'I A.F.F.—/ TOP OF BLOCK AT +94' A.F.F. L — — — — — — — — — — I TOP OF BLOCK AT +9-4„ A,F.F. UNLESS NOTED OTHERWISEUNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE co I I I cc co o c0 crDI 2 -HR FIRE RATED SEPARATION WALL 2 -HR FIRE RATED SEPARATION MALL I TO UNDERSIDE OF 2nd STORY ROOF �` °' I �' TO UNDERSIDE OF 2nd STORY ROOF I co SHEATHING W/ GRADE BEAM. n 2 -HR FIRE RATED SEPARATION WALL 2 -HR FIRE RATED SEPARATION WALL cc 2 -1 -IR FIRE RATED SEPARATION WALL SHEATHING Wi GRADE BEAM, S TO UNDERSIDE OF 2nd STORY ROOF TO UNDERSIDE OF 2nd STORY ROOF TO UNDERSIDE OF 2nd STORY ROOF SHEATHING W1 GRADE BEAM. SHEATHING W/ GRADE BEAM, Elk SHEATHING W/ GRADE BEAM, all co I TOP OF BLOCK AT +94” A.F,F. UNLESS NOTED OTHERWISE 2 -HR FIRE RATED SEPARATION WALL TO UNDERSIDE OF 2nd STORY ROOF - I SHEATHING W/ GRADE BEAM. TOP OF BLOCK AT +9'4" A.F.F. UNLESS NOTED OTHERWISE t 4�t 2 R— 144 ��'4 �� 14 ,_ -a >I � I IF I I `ococo co co `Y I I� Lan —�--------- --— _ co CO co 1 —TOP OF BLOCK AT +94' A.F.F. UNLESS NOTED OTHERWISE I INDI ATES cc I ' EXTERIOR FACE OF TOP OF BLOCK AT +9'-4" A.F.F. I , II --- ------ --—------— L-- -----—WISE ----------------- ---—————— — — — — —— U�LESSNOTEDOT-ERPER METER WALLS co INDICATES EXTERIOR FACE OF INDICATES EXTERIOR FACE OF 2ND STORY PERIMETER WALLS 2ND TORY PERIMETER MALLS INDICATES EXTERIOR FACE OF INDICATES EXTERIOR FACE OF 2ND STORY PERIMETER WALLS 2ND STORY PERIMETER WALLS 11'4' 6'-0 112" 5'-5" 11'-0 1/2" 1 ' 10'-11" 11' 5 1/2' 5'-11" 5-5 112" 10'-10 /2" 5-5 1/2" 5'-11" 11'-5 1/2" 11'-0 1/2' 5-5" 6'-0 112" 11'-5 1/2" 5'-9 1/2" I I 1< LEXINGTON PRINCETON PRINCETON TRENTON TRENTON PRINCETON LEXINGTON UNIT "G" UNIT "F" UNIT "E" UNIT "C" UNIT "B" UNIT „A" 2nd S7. MASONRY PLAN LINTEL NOTES: 1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS. 2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI @ 28 DAYS 3. REBAR STEEL SHALL BE MIN. GRADE 40 DEFORMED. 4. LINTELS MANUFACTURED BY FLORIDA ROCK IS ACCEPTABLE. 5. ADD'L CONC, FILL W/ 1-#5 BAR IN °U° LINTELS IS ACCEPTABLE BUT NOT REQUIRED FOR LINTEL SECTIONS 1,2 AND j2R. LINTEL SECTIONS: LATEST REVISION DATE TO MASTER: 02-15-10 °_ 00 Lu _ w cow 0 0 XE O Q 0 8'H. PRECAST "U" LINTEL p coo ON TOP COURSE FILL +"' U 00 �z�co - I W / CONC. 1-#5 L �•. (hilN. 6-1/2" BRG, ON ENDS) � ca � Q [if8'H. RECESSED PRECAST Lu L4 - - - J U" LINitL-UNFILLED 14/ 1-#5� oo =O cco 1 (MIN. 6-1/2" BP,G, ON ENDS) 1R — E-- _ Qw o C) U�a'cg N 8'H. KNOCKOUT CNIU TOP COURSE FILL 11f! CONC. & 1-5 I: _ . o < L N LL FELT PAPER OR SCREEN ui m o � -UNFILLED CMU COURSE(S) N m8 H. PRECAST 'U" LINTEL- ' UNFILLEDIdIN. 4" BRO.ON ENDS) r 8'.9. RECESSED PRECAST L — — — — J 'U' LINTEL -UNFILLED (.411N. 4" ERG. ON ENDS) LR o r N T- e'. 8"4. KNOCKOUT DIU TOP I' COURSE FILL W/ CONC. & 1-#5 -- -_+ >>y _F 7j 3"H. PRECAST OR PRESTRESSED 0 "U" LINTEL -FILL 14/ CDNC. & 1-#5 (MIN. 6-1/2" BRG. ON ENDS) 8'19. RECESSED PRECAST U" LINTEL -FILL W/ CONC. & 1-§5 i 4-1 0(mIN. 6-1/2" BRG. ON ENDS)" 0_1R D e - 3'H. KNOCKOUT aIU TOPLu 6 � COURSE FILL W/ CONC. & 1-#5 I- 1 , CITU COURSE(S) FILL o N!/ CONC. o 8'H. PE CAST OR PRESTRESSED w U" LINTEL -FILL 5'1 CONC. & 1-#5 a " (,MIN. 03-'i/2 BRG. ON ENDS) 3"19. RECESSED PRECAST J L — — — — J J U) "U" LIIVitL-FILL W/ CONC. & 1-#5 4 (IIIP1. 6-i/2" B'RG. ON ENDS) 4R DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE 8'H. KNOCKOUT CI1U TCP PER INDICATED DIMENSIONS COURSE FILL W/ CONC. & 1-#5 ONLY, ANY DISCREPENCIES �5 STIRRUPS w TO BE RE]°ORTED TO M/I 'Aa 130Hoof HOMES FOR CLARIFICATION! 16' 0. C. �1 8'FI. PRECAST OR PRESTRESSED U" LINTEL -FILL Y0 CONC. & i-#5 (MIN. 6-1/2" BRG. ON ENDS) 4'H, CMU FILL W/ CONC. 8"H. PRECAST 'U" LINTEL /'ON TOP COURSE FILL 1 ! IIN. 6-112 BP,G. ONENDS) 1of 14 M/I ORLANDO E:\DMI-MI-0RL\WEEKLY\100726\RV 118-124 7 BLDG 100416\Sheets` 11 2nd Block P an.dwg, 11/22/2010 2n040n26 AM, DWF6 eP1otnpc3 3" DP. =LAT GIRDER TRUSS OR 16" DF'. FUJOR TRUSS - COPp:C, BLOCK ,ONNECT HANGER' TO CMU 'WALL 1 "G 4° Slhi?SON PK'V-jF WD, SHIMS TI1EP+ SCREWS RECI D. TO FILL SAF BT ,K HANGER AND-RIJSS—� r+ SIhIPSOid HU2h GR HU25 HAidGFR W/ (6) 10d NAI_S + TO TRUSS TRUSS TO CMU FALL 12 HANGER CONNECTION PL' _LAT jIRDER TFJSIS i SIh4�S?F! 'LG IS2 �hI 211163 SINKER_ TO C LI1111 LL 112) SDS 1,4'x2 1 %FE'S TC IRDS J U:UJ�•.1i I 1 SIE;IFSGPI °H -T1 h" HOLDDOVIN 5.8" TiREADE=I ROD TO S -49 -SE IN EF5'( FILLED HCL ++ h11i1. Eh,1BED F L 4.L_ NAIL HOLES GIRDER TRUSS TO COLUMN TO SLAB CONNECTION C,IIU SEPARATION ',PALL BT',`r 1. U`IITS—\, CONNECTOR VARIES -SEE PLAN FOR INFORMATION—' 16' DP. FLAT GIRDER TRUSS 6" DP. FLOOR TRUSS F ' CIE 4'iC. SH'iSA,S R_ C TD FILL CAF' 3T',UN HANGER AND TRUSS S0,11"SON "HU46" HANGER W� 110d NAILS TO -BUSS 12 -CCN". BLOCK TiA,LL CONNECT HANGEP TO CIII '-'JAL_ 'I'I e '24'; : `4' SIMPSO`I ,ITLN SCE_'I',S TRUSS TO CMU FALL HANGERCONNECTION /-SIMPSON "LSTA12" OR QUICK -TIE "LS12" FLAT STRAP bL,aM. ULNILK JIKA UN bUl. Ut IKUbb U,t dLAM - ij Fi MIN. ID)BED PLL ALL NAIL HOES 2ND STY FRAME WALL TO GIRDER 12 ; OR BEAM STRAP CONNECTION BEA.h1 OF GIRDER FUSS PER PLAN CONC'. 3LOCK" 11cALL SAIFSOGI "1716' HOLDDO',% 4";i U 8" T READEC ROD TO Bk. "NAL SET lid EPO` FILL_D HOLE iV h+1 -N. EI,13E0 FILL A. L NAIL HOLES TO CMU WALL STRAP CONNECTION _ cr .; PL 16' UP. FLAT GIRDER FJSS 2 PLY SII: FSON BANGER "N ,hS. 1 SCSElI U h, 3 FLY SIYPSC'I LJ0,128- 1 N,1,'JGEF' ''i! ;61 SDS- 1/4`0 2' SCRE'tNS TO TRUS'S 1 (;,71 r MAX LP'_IFV1 01A DMiEC- HAr1GfP TC ,iU 'FALL 1h' 1 4':,2-1 14+IFS dV '7717', FLAT GIRDER TRUSS TO CMU WALL '12 HANGER CONNECTION — CONNECTING EA. 2ND STY. STUD TO TOP PLATE O i CENTER STRAP ON BOT. OF TOP PLATE F - DR LAY. �FA11 PER 1LAid 8C�I '' S Il l l� II F�RRA_LEL TCI iALL I ��c~n!Z2, Q = WOW. OPENING SETBACK FACE 0` w � Q c- ! p w O w FRO!,1 FACE OF B' OCK PER PLAN o S I,!PSON "HET,A20" AN,"HOR / 2 AT 24" O.0 MAX'. - PRIC' IDE 4° DIMENSION TO SOLID -DBL, STRAP AT STRAP FROM FACE ?i BOT. CHORDS FGR NAIL IKiG OF BLK. WALL FILL ALL NAIL PULES °ICAL O FLR EA. SIDE OF OPNG. TRUSSIBEAM � I GIRDER TRLSS OR Dbt 3FMI DER P_A! /quPSIAN "dT71E° SIMPSON "LST,Al2" OR QUICK -TIE "LS12' FLAT STRAP _5;'8° THREADED RCE, ','ALL CONNECTING EA. 2ND STY. STUTRUSS ORD TO GIRDER LI(. -SET IN l E Or. FLLED -1 OIL bL,aM. ULNILK JIKA UN bUl. Ut IKUbb U,t dLAM - ij Fi MIN. ID)BED PLL ALL NAIL HOES 2ND STY FRAME WALL TO GIRDER 12 ; OR BEAM STRAP CONNECTION BEA.h1 OF GIRDER FUSS PER PLAN CONC'. 3LOCK" 11cALL SAIFSOGI "1716' HOLDDO',% 4";i U 8" T READEC ROD TO Bk. "NAL SET lid EPO` FILL_D HOLE iV h+1 -N. EI,13E0 FILL A. L NAIL HOLES TO CMU WALL STRAP CONNECTION _ cr .; PL 16' UP. FLAT GIRDER FJSS 2 PLY SII: FSON BANGER "N ,hS. 1 SCSElI U h, 3 FLY SIYPSC'I LJ0,128- 1 N,1,'JGEF' ''i! ;61 SDS- 1/4`0 2' SCRE'tNS TO TRUS'S 1 (;,71 r MAX LP'_IFV1 01A DMiEC- HAr1GfP TC ,iU 'FALL 1h' 1 4':,2-1 14+IFS dV '7717', FLAT GIRDER TRUSS TO CMU WALL '12 HANGER CONNECTION — GABLE END FLIP. TRUSS O P110d F - DR LAY. �FA11 PER 1LAid 8C�I '' S Il l l� W F�RRA_LEL TCI iALL SCI=- ��c~n!Z2, Q = Q LSI = o SETBACK FACE 0` w � Q c- TRUSS CR BEAM 1.2' p w O w FRO!,1 FACE OF B' OCK Sh+1U 'r'iALL o S I,!PSON "HET,A20" AN,"HOR / 2 AT 24" O.0 MAX'. - PRIC' IDE 4° DIMENSION TO SOLID 2Y4 VERT. BLI{G'. BT',h'id. TRUSS TOP STRAP FROM FACE ?i BOT. CHORDS FGR NAIL IKiG OF BLK. WALL FILL ALL NAIL PULES °ICAL O FLR TRUSSIBEAM , PARALLEL TO CMU "ALL 12 UPLIFT STRAP CONNECTION * JNLESS C)T-1ER'WISE NOT=D ON THE PL.',N 11" D° FLCOF' FL'S ES 71 YID SPAN BPI Fr L ALL NAIL Hl1LES 'CPI 'HETA20' A. FLP TRI IS' LL A_L PJAIL HO_E'S FLR, TRUSS TO CMU MALL 12 STRAP CONNECTION MID SPAN BEARING CONDITION 1h' CP FLIM+OR TRUSSES PER PLAN F_GOR TRUSSES AT 24" C.C. VAX.- 2x4 CON;. RIM BOARD TOP B 1. ;NORD A C' `1NECT TO EA FLR. /fi T�Lss II -'ti16d NAILS SETE4.CK FACE OF RIII KARD IFR . DI1 "I WALL=ASCE OF BLOC 2" MIN. DIMENSION11PSGh! "HETA20" AN 'hOR AT E.A. ^LOGE' TRUSS TO STRAP FROM FILL A._L 'JAJL HOLES FACE OF BLIC. WALL TYPICAL FLR. TRUSS I BEAM PERPENDICULARTO CMU WALL UPLIFT STRAP CONNECTION UNLESS ,TH-__P695= NOTED ON THE uLaP,! PRE-ENGINEERED GINEERED RC TRUSS OF LCI�v,. FAVED DAFTEF. SIMPSON HETA20 S RA' ?T Ea TRUSS - PlAILS PER SCHEDULE "HE-a2C STRAD I 'I All N UH17711IF I IF'_IF- VALUE 1 OF NAILS REQUIRED O P110d F - U 000 z 06 8C�I '' S Il l l� TYPICAL TRUSS TO BLOCK WALL CONNECTION 12 UNLESS 01 _HERNCTED id THE F'LA`d / LF'LIFT LOAD FEQUIREG,1EidTS .CB,_AIidED FPCdu? SEALED ENGINEERINv DRAWHNGS FRCM TRUSS II' ANIJ`. ZX' 3F', AT ? 4 E�� FRAki AT 4Q� O L. '1�a ,'� ISE 4' C. !;a li; SHE THI G E' SDE i'SONNE; TO 4,r FIRST 2 TPUS 3AYS - dJ NA LS AT IRS TRUSS .._ a DR ..� 1N_., E . _ 1C 3A"S "MiJECT EA. 10RiIER,iI: 0,d 4"i,' '2)10d TCEi To ILS oriE'A S X� "h, DF CAB Ei2 FLR. TPLISS OR I 6" CP. LAM. BE.A'I1 FEF P -AN -SETBACK FACE OF F'II,1 P��F 1 _ROS SE s 0= BLCC11. CIMC. BUCK WALL PQ,I�IDE SII 'HE A21 VNCH��`R - ALTERNATE ,u: �F ,,,CIE LID _.4 BRACING BTWN. 4' Clhd_HJOiJ TO STF ° ,SFT. KKC. B-b4i FU' _ P c 31"'T. FROM FACE �O, BLK 'WALL ' DFCRCS AOR NAILy1C Fl- A'L MAILFLR. TRUSSES -IC'�ES PERIMETER WALL DETAIL 12 TRUSSES PARRALLEL TO WALL 1st 1st STY. FRAMING PLAN FRAMING PLAN NOTES, 1. PERhIANENT 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 20 BLKG. AT 45" O.C. BINK TRUSS BOT. CHORDS V W/ (2)-16d COMMONS TOE -NAILED EA. SIDE. (TYP. AT 1ST (4) TRUSS BAYS AT ALL GABLE ENDS UNLESS OTHERWISE SHO'NN ON THE PLAN) 4. ALL OVERHANGS TO BE 12" UNLESS OTHERVBSE 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 BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) 6. ALL INTERIOR, FRAME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.) 7. FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13" DP. GIRDER TRUSS OR BEAM. B. 1ST STY. OR 2ND STY. PLUMBING WALL, TOILET, OR FLOOR FITTING. 9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENING AT CENTER OF SPAN IO.PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRIG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD. 11. PROVIDE 2x+1 LEDGER AS REQ'D. FOR FLOOR DECK NAILING, 12.ALL GIRDERS SHOI'JN SINGLE PLY. FOR CLARITY - SEE TRUSS ENGINEERING EOR REQUIRED NUMBER OF PLIES. AIBICDE 1� I 5� TYDE „A" ,, 4., TYFE "B' J" 1 IPE 4 P„ P D.. h T,PE - 4�-C° SPAN PER TYPE TRUSS PROFILES DESIGN LOADS; LIVE - 20 PSF DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.) BOTTOM CHORD NON -CONCURRENT LVE LOAD - 10 PSF. WIND SPEED - 120 MPH./3 SEC. GUST EXPOSURE CATEGORY - "C" - ENCLOSED BUILDING TYPE. FLOOR LOADS: LVE - 40 PSF. DE4D - 15 PSF (T.C. - 10 PSF), (B.C. 5 PSF.) LATEST REVISION DATE TO VIASTER: 02-15-10 0 0 Lu w Cn Lu O D c__ r O C.0 F - U 000 z 06 C U Z W r 0 elf r SCI=- ��c~n!Z2, Q = Q LSI = o w � Q c- O p w O w o I.�j_ 2 Z O F -- c__ r O C.0 U 000 z 06 C U M F— � w^ W r 0 elf r SCI=- ��c~n!Z2, Q = Q LSI = o 0Q you- c- 1L1 m LO CD r r O a E _ r D 4-0 C> 't.L! WI ® co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED GIhQENISIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO N1A HOMES FOR CLARIFICATION! 12 of 14 M/I ORLANDO INDICATES AREA WITH 7116" FIRE RETARDANT TREATED WOOD ROOF SHEATHING - INDICATES AREA WITH 7116" FIRE RETARDANT TREATED WOOD ROOF SHEATHING - R9 f%I1 RAIKIIRA1IRA 1!-'A nlr%r" ^r nr-I AnA71f'1Wl IAIAI I X11 (114 h A I K I I A A 1 IR4 r -A nIMr- n7 0r r)AII)AT1nKI AAIA1 I DOU3LE K.O. BLOCKS @IFSOI " 11U' TIE AT EA.'RUSS- 'N51 ; (1) 45 Ea, COURSE FILL ALL HOLES''lITH 8d x 11 2" N,11LS l 'H-10" STR:i-,P FOR 0LIFTS UP 10 850 LES. (8} 3j8�' ;, T" TITEN HD jC�; "NITS12" STRA.F'S FOR UPLIFTS BTiN. 860 AND 1720 LBS. � I�I •'r'`I X L 1;fZJ_.,j JC GIRDER SI+JPSON LGUIVIO HANGER #7 GIRDER TRUSS CONNECTION DETAIL E:\DM1I-MI-0RL\WEEKLY\100726\RV118-124 7 BLDG 100 II16\S:heets\9 211 II Iraming II jannarilYA'g, 11/22/2010 2n06n00 AM, DWII 6 eII 1otnpc3 ADD'L. STRAP TO BE INSTALLED ON OPPOSITE SIDE OF _RUSS PRE-ENIDNEERED ROOF TRUSS OR CONI+. FR.4111 R. TEP, CONT. D3L. FR,INE BEARING NULL, TCjJ PLATE EE4, OR GIRDED 7USS TYPICAL TRUSS TO F11 RAME,ALL, BEAM, OR FLAT GIRDER TRUSS UPLIFT ST11 RAP CONNECTION 'k LNLESS OT-1ER'4UISE MOT=D 07d TME PLAN SEE TYPICAL IUA'_L SE :TION FOR F` AIE IO STIR CGNfdEC71C.N + UPLIFT LOAD R�EGUIREhiENS OBTA1yIED FROM SEALED ENCIIJEEKNb DRA'Y','INCS FRO'v1 FUSS II1ANIL' Roof Girder Connector Schedule O Max. Max. � Plan Connector Uplift Grad Mark Manuf. Model No. Qty. Load Load Fasteners 1 Remarks 1 SIMPSON MTS12 2 1720 O (14) 1 Od x 1-112" EA. 2 SIMPSON LGT2 1 1785 LLI m (14) 16d SINKERS AT WALL Z a. Z (16) 16d SINKERS AT GIRDER 3 SIMPSON MGT 1 3330 (1) 5/8" DIAM. BOLT & (22)-10d H HDU4 1 1 3600 L�..I I (10) - 1/4" x 2 112" SDS SCREWS O co TITEN 114"x23(4"TO CMU_ 4 SIMPSON HU28 1 575 2450 (4) 10d x 1 112" TO TRUSS 5 SINIPSONI HU28-2 1 1085 4350 C12�- TITEN 1/4" x 2 314" TO CMU 6 10d TO TRUSS LL18- TITEN 1/4" x 2 314" TO CMU 6 SIMPSON HU410 1 1810 5085 10 1 Od TO TRUSS 8 TITEN HD 318" x 4" TO CMU 7 SIVIPSON LGU%14'10 1 3575 9620 8 1l4" x 2 112" SDS SCREVVS L115/8" DIAM. BOLT TO CIV1U 8 SINIPSON HTT16 1 3480 OR — — — — — — — —-----(18)16dT-- — `(8,1 _ TITEN 1,14" x 2 314" TO CMU MSTCI1A40 I 3300 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 20 BLK'G. AT 48" O.C. BTWN. TRUSS BOT. CHORDS Wx' (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 OTHERNiSE ON FRAMING PLAN OR ELEVATIONS. 5. PROVIDE MIN. (2)-10d TOE -NAILED COMMONS AT EA. TRUSS BEARING BOTT011 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 PEQ'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. PP,OVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) IN/ (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 9 GIRDERS 13. PROVIDE VAN. 2 STUDS @ GIRDER TRUSS LOCATIONS. nFSIr;NI I n��n� NUU.' LUAUJ: LP1E - 20 PSF. DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.) BOTTOM CHORD NON-CONCUP,RENT LIVE LOAD - 10 PSF. WIND SPEED - 120 MPH./3 SEC. OUST 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 m Lr)® cy')� O CO CO � z coo Z ' U w Lo to LU CD 0 F- GD I- Q Q O� Q Lu I z o w O w O LL C\1LL C_ LLI m Z a. Z O H Lr)® cy')� O CO CO � coo Z ' U w Lo to LU CD 0 F- GD I- C=CHUO� Q 1 Q Lu I z o oe� =i � C> ® LL C\1LL C_ LLI m a. Lr)® cy')� DO NOT SOLE PRINTS! CONSTRUCTION SI -ALL BE PER INDICATED DI1NIENSIONS ONLY,,ANY DISCREPENCIES TO BE REPORTED TO NIA HONIES FOR CLARIF!C.ATION! 13 of 14 M/I ORLANDO r� 1 L�..I O co DO NOT SOLE PRINTS! CONSTRUCTION SI -ALL BE PER INDICATED DI1NIENSIONS ONLY,,ANY DISCREPENCIES TO BE REPORTED TO NIA HONIES FOR CLARIF!C.ATION! 13 of 14 M/I ORLANDO Design N a. U905 Rear a .tin w . W� .�l g WalRat-frig-2 HR 4A kit Aze- Cnctete t---4-ti0tsl .s, Classificabon D-2 (2 bl: 2, .M rtar'-- ks W bbed of mwtar, nom. % in. -t iick of aDt less -ih-m 2-1/4 and -not mem than 3--V -22 iam { - cl r, �aro SW4 to I put dpit `o kin yr j and rwt mte mal S p h�y*ted Lime cement vow. Ve`bl joints sb9gered. 3. 6TItu d,Cmtat Stu= or ftpsunt Ka m Add !A h rte orstucco ramtbe VOW On the e 0 pos Re f ,11 "i O'kassificlitim Attnvwd to c d s . to l). . Loose Mas . � F ly stag. moaded cWy w -s Ode (f y Min m ss), water irpeRant maw � fly latim, or sl0cow at6da*qos ' W A add. 2, h 3_awfc tib' . S*at-hing t t rcra-a Itsii a C94tex lCrp. Hype Thvmax : *Sew* Fe s � r aq FORM & POUR RAKED / TIE BEAM `(1)#5 BAR CONT.W/ / 2' CLEARANCE TYP. d STEP BLOCK ''IALL AS REQUIRED TO MAINTAIN MIN. 8° DEPTH FOR RAKE TIE BEA,.J 4� F -3O° LONG #5 BAR - \ \ \ j 2" CLEARANCE FROM BOT. OF c OVERHANG \\ 10 1/2"1 BEND BAR ENDS / c \\ c /-TO TIE TOGETHER �pp l3x&I6 CONC. KNOCKOUT BLK. COURSE BOND BEA41 / FILL SOLID W/ CONC. & (1)#5 BAR CONT. VERTICAL REINFORCED BLOCK CELL - FILL SOLID W/ CONC. & (1)#5 BAR CONT, FROM FTG. TO TOP OF RAKE TIE BEAM RAKE TIE BEAM DETAIL. Q4') 3/4"=l7 - 0" �Y I I SAINCUT OUT BLOCK i END CELL FACE TO I i I INCREASE POUR DEPTH AT CENTER OF WALL AT OVERHANGS 8x8,-15 BLOCK WALL PER PLAN INDICATES FORMED AND POURED INDICATES FORMED AND POURED RAKE TIE -BEAM MIN, 8" DP. RAKE TIE -BEAM MIN. 8" DP. 'IV/ 1#5 BAR CONI. 4 e W/ 1#5 BAR CONI. � d P4 cd d SPRING POINT 12 SEE PLANS FOR LOCATION OF ° FOR 5:12 SLOPE 5 VERTICAL P,EIPlFORCED BLOCK CELLS - ° 12 RAKE TIE BEAM d a ° FILL SOLID YI/ CONC. & 1#5 BAR CONT. d ° d 5 2'-0" FROM FTG. TO TOP OF RAKE TIE BEAM T1T1T1i 71iL Zz71%/%/�1T11T1T1 FORMED & POURED Ile INDICATES SINGLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE OVERHANG I BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT. CJ O I I cc a SPRING POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED & POURED OVERHANG SIDE 10 SIDE 5:12 SLOPE TO TOP OF RAKE TIE BEAM 1i'-1 i5/32.' 12 ° d 5 ° da 2'-4 1,/8„ de SEE PLANS FOR LOCATION OF VERTICAL REINFORCED BLOCK CELLS SPRING POINT 124 ALL SOLID W/ CONC. & 11,5 BAR CONT, OR 5:12 SLOPE 5 FROM FTG, TO TOP OF RAKE TIE BEAM RAKE TIE BEAM 2'-0" e FORMED & POURED Ile O��P,HAIVG 0 INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID 'W/ CONC. & 2#5 BARS CONT. TOP OF SLAS +0'-0° (REF. ELEV. 12 INDICATES FORMED AND POURED ° s 5 RAKE ilE-BEAM MIN. 8" DP. W/ 1 #5 BAR CONT. d R ° -4' d ;d INDICATES SINGLE 8x8xi6 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - ALL SOLID W/ CONC. & 1#5 BAP, CONT. SEE PLANS FOR LOCATION OF VERTICAL REINFORCED BLOCK CELLS - FILL SOLID W/ CONC. & 1#5 BAP, CONT. FROM FTG. TO TOP OF RAKE TIE BEAM � o INDICATES DOUBLE B.' x15 CONC. KNOCKOUT BLOCK COURSE BOND BEAM- FILL SOLID W/ CONS.. &. 2#5 BARS CONT. SEE PLANS FOR LOCATION OF VEP,TICAL REINFORCED BLOCK CELLS - HLL SOLID W/ CONC. & 1#5 BAR CONT. FROM FTG, TO TOP OF RAKE TIE BEAK{ IOP OF SLAB +0'-0" (REF. ELEV. SINGLE B<8xl6 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID) W/ CONC. & 1#5 BAR CONT. co a SEPARATION WALL ELEVATION BTWN, UNITS " G' &"Fl AND "B" & "A' FROM LEFT SIDE ,a INDICATES FORMED ,AND POURED RAKE TIE -BEAM MIN. 8" DP, W/ 1#5 BAR CONT. SPRING POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED & POURED OVERHANG INDICATES FORMED AND POURED RAKE TIE -BEAM WN. 8" DP, W/ 1#5 BAR CONT. 'z `, SEPARATION WALL ELEVATION BTWN, UNITS "F" & "Ell AND "C" & "B" FROM LEFT SIDE ,a , SPRING POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED & POURED LD _ \-INDICATES DOUBLE 5x8x16 CONC. KNOCKOUT BLOCK COURSE INDICATES DOUBLE 8x3xl5 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. &2#5 BARS CONT. BOND BEAM - FILL SOLID ','Ii CONC. & 2#5 BARS CONT. co cc 00 TOP OF SLAB +0'-0" (REF. ELEV. TOP OF SLAB +0'-0° (REF. ELEV. 4 ,SEPARATION WALL ELEVATION BMIN. UNITS "D" & "C" FROM LEFT SIDE Q4 1 /4 " =I '- 0 " E:\DMI-MI-0RL\WEEKLY\100726\RV 118-124 7 BLDG 100416\Sheets\14 Separation Walls.dwg, 11/22/2010 2:06:47 AM, DWF6 ePlot.pc3 SPRING POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED I POURED OVERHANG INDICATES FORMED AND POURED SIDE TO SIDE RAKE TIE -BEAM MIN. 8" DP, 5:12 SLOPE TO TOP OF 'I / 1 5 BAR CONT. INDICATES FORMED AND POURED # RAKE TIE -BEAM MIN. 8" DP. RAKE' TIE BEAM W/ 1#5 BAR CONT. ° �d 7-5 13,`16° 9'-11 1/4n e ° d ° ° ° SEE PLANS FOR LOCATION OF 12 ° VERTICAL REINFORCED BLOCK CELLS - 5 FILL SOLID W/ CONC. & 1#5 BAR CONT. FOR TS'2POINTNG 1SLOPE 2'-0" FROM FTC. TO TOP OF RAKE TIE BEAM 2'- 0' RAKE TIE BEAD 4 �11T1T� T1T1/�TT1ii���/T1T111 TIT 1 � /1T11T111 T1T1T1T�1//%�/T/tea ' I 0 INDICATES DOUBLE 8x8xl6 CONC, KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID IN/ CONC. & 2'5 BARS CONT. TOP OF SLAB +0'-0" (REF. ELEV. ro 0 INDICATES SINGLE 3x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT. INDICATES DOUBLE 8,-8x16 CONC, KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. TOP OF SLAB +0'-0" (REF. ELEV. SPRING POINT FOR 5:12 SLOPE RAKE TIE BEAM FORMED & POURED OVERHANG FORMED & POURED OVERHANG I SPRING POINT FOR 12 /5:12 SLOPE RAKE TIE BEAD+I FORMED & POURED OVERHANG _ SINGLE 8,-8x16 CONC. a _ KNOCKOUT BLOCK COURSE co BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT 'Q�')1,/'4"=l'-0" J'' SEPARATION WALL ELEVATION BTVAUNITS "E" & "D"FROM LEFT SIDE (REVERSE (al "C" & "B" LATEST REVISION DATE TO DIASTER: 02-15-10 uJ CL 0 0 W ® LLI Lu 0 O }' T 00 � � U 0?? Z00 M � CO Lu Cd LILJI Z Q Q w o �of O < JUr of LLLu cncvLL aa_. Q OM W � o0 �z LL t � z 0 i LLI O }' T 00 � � U 0?? Z00 M � CO Lu Cd LILJI 0 0 � Q Q w o �of O < JUr of LLLu cncvLL aa_. L / CD M � N T t i LLI 0 CA) J C/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/! HOMES FOR CLARIFICATION! 14 of 14 M!I ORLANDO FLORIDA PRODUCT APPROVAL SCHEDULE TAPCON INSTALLATION ANCHOR CHART PRODUCT CATEGORY SUB -CATEGORY NI-NU:FACTURER DESCRIPTION STATE OF FLOP.IDA APPR�V.4L NUId3ER STRUCTURAL COMPONENTCONNECTOR CONNECTOR SIMPSON STRONG -TIE CQ "H" SERIES HURRICANE TIES FL474 SIMPSON STRONG -TIE CO. L" SERIES ANGLE CLIPS FL474 2X4 SYP AT 16" O.C. CONNECTOR S%kIPS0I STRONG -17 CO. ",AB" SERIES POST BASES FL474 CONNECTOR SiMPSOiN STRONG -TIE CO. ABU" SERIES POST BASES FL47= 15'4 CONNECTOR SIMPSON STP,ONG-TiE CO. "PC" SERIES POST CAPS FL47- CONNECTOR SI;MPSON STRONG -TIE CO. "EPC" SERIES POST CAPS FL47= B B CONNECTOR 5ZKSPS01 STP,ONG-TiE CO. "HUC- SERIES HANGERS FL1218 10d x 3"L. CONNECTOR SI:IPSON STRONG -TIE CO. HUS' SERIES HANGERS FL474 CONNECTOR SIMPSON STRONG -TIE CO. HHUSC" SERIES HANGERS FL474 OPNG. CONNECTOR SIMPSON STP,ONG-TIE G0. "LUS" SERIES HANGERS FL47= 16" O.C. CONNECTOR SIMPSON STRONG -ITE CO. LSTA SERIES FLAT STRAP TiES FL190i CONNECTOR SIMPSON STP,O IG-TiE CO. TITS SERIES T'NIST STRAPS FL474 SILL ' ,BULL CONNECTOR SL'.IPSCM STP,ONG-TiE CO. "I.ITSM_ SERIES TV,IST STRAPS FL14"3 CONNECTOR SIMPSON STRONG-TiE CO. "SP" SERIES STUD PLATE TiES FL474 IN LIEU OF NAILS, ?,MEMBERS MAY BE BOLTED TOGETHER CONNECTOR SIMPSON STRONG-TiE CO. -SPH_ SERIES STUD PLATE TiES FL533 CONNECTOR SIMPSCgN STRONG-TiE CO. "LTP" SERIES PLATE TIES FL474 CONNECTOR MiPSCtiN STRONG -TIE CO. "LTA" SERIES TRUSS ANCHORS FL1423 CONNECTOR SIMPSCN STRONG-TiE CO. 'HETA' SERIES TRUSS ANCHORS FL1901 LOCATIONS CONNECTOR SU.IPSC)N STRONG -TIE CO. 'HGT" SERIES GIRDER TIEDOWNS FL474 CONNECTOR SiPSC-N STRONG-TiE CO. "MGT" SERIES GIRDER TIEDOWNS FL1423 EXTERIOR CONNECTOR SIMPSC'N STRONG-TiE CO. IGT" SERIES GIRDER TiEDOWNS FL 1423 CONNECTOR SIMPSON STIONG-TiE CO. "HTT' SERIES TENSION TIES FL503 ,A CONNECTOR SIMPSCIN STRONG-TiE CO. "HD' SERIES HOLDDOYN ANCHORS FL503 CONNECTOR SIMIPSK-N STRONG-TiE CO. "PHD' SERIES HOLDDOYM ,ANCHORS FL503 A , B CONNECTOR UNITED STEEL PRODUCTS LPTA SERIES TRUSS ANCHORS FL359 II 50.01" TO 30" CONCRETE LINTEL LOTT CONCRETE PRODUCTS PRECAST LINTEL / BEAM SECIONS FLi441 CONCRETE LINTEL N,EKIIVA CONCRETE PRODUCTS PRECAST LINTEL / BEAM SECIONS FLi4i3 D , E , F ENGINEERED WOOD TRUSS -JOIST LAMINATE BEAMS & COLUMNS FL 1530 ENGINEERED 1'i00D GEORGIA PACIFIC L.AMNATE BEAMS & CCLUMNS FL2023-RI ENGINEERED WOOD BOISE CASCADE LAMINATE BEAMS & COLUMNS FLi644-RI ROOFING ASPHALT SHINGLES CERTAINTEED FIBERGLASS LAMINATED SHINGLES FL5444 ROOF TILE MONIER CONCRETE ROOF TILE FL55O-RI ROOF TiLE HANSON CONCRETE ROOF TILE FL3505-RI ROOF TiLE HANSON CONCRETE ROOF TiLE FL3505-RI SOFFIT ALUMINUM SOFFIT KAYCAN LTD 12 MFNTED ALUM SOFFITS FL4957 EXTERIOR DOORS SLIDING FLORIDA EXTRUDER, - MILESTONE ALUM. SLIDING GLASS DOORS FL45-R2 SLIDING SIMONTON ALUM. SLIDING GLASS DOORS FL5350 SMNGING MASONITE FIBERGLASS ENTRY DOOR FL4668 SWINGING MASONITE FIBERGALSS PANEL DOORS FL4668 SWINGING MASONITE FIBERGLASS FRENCH DOORS FL466B SECTIONAL CLOPAY BUILDING PRODUCTS CO. RESIDENTIAL SECTIONAL GARAGE DOOR FL3025-RI ININDOWS SINGLE HUNG FLORIDA EXTRUDER - MILESTONE ALUMINUM SINGLE HUNG VANDOW FL42 HORIZONTAL SLIDER, FLORIDA EXTRUDER - MILESTONE ALUMINUM HORIZONTAL SLIDING '41NDOW FL43R2 FiXED FLORIDA EXTRUDER - MILESTONE ALUMINUM FiXED GLASS WINDOW FL44R2 MULLIONS FLORIDA EXTRUDER - MILESTONE ALUMINUM EXTRUSION FL3136-RI XED GLASS BLOCK PITTSBURG CORNING CORP. "LASS UNIT MASONRY INSTALL W/ MORTAR FL1363 SINGLE HUNG SIMONTON VMNDOWS ALUMINUM SINGLE HUNG WINDOW FL5459 HORIZONTAL SLIDER SIMONTON WiNDOWS ALUMINUM HORIZONAL SLIDING WINDOW FL5458 FIXED SIMONTON WINDOWS ALUMINUM FIXED GLASS 'MNDOW ELI r t - HEIGHTS OF #2 STUDS EXTERIOR, FRAME WALLS ONLY - EXPOSURE C TAPCON INSTALLATION ANCHOR CHART STUD SIZE, MAIL., AND O.C. SPACING MAX. HT. STUD SIZE, l,1ATL., AND O.C. SPACING MAX. HT. 20 SPF AT 16" O.C. 6'-6" 26 SPF AT 15" O.C. 10'-0" 2x4 SPF AT JZ" O.C. 7'-6" 2x6 SPF AT J2" O.C. 11'4' 2X4 SYP AT 16" O.C. T-0" 2X6 SYP AT 16" D.C. 13'-6" 2x4 S'(, AT 12" O.C. 10'-4" 2x6 SYP .AT i?" O.C. 15'4 -- FOR INTERIOR BEARING WALLS: 2x4 SPF AT 16" Q.C. - MAX. WALL HT. 11'-1" O.C. 2x4 SPF AT 12" Q.C. - MAX. WALL HT. 12'-3' O.C. 2x6 SPF AT 16" O.C. - MAX. WALL HT. 17'-9" O.C. -- FOR ALL FRAME BEARiiNG WALLS OVER 10' HIGH, PROVIDE SOLID 2x BLOCKING AT 4'-0" O.C. MAXIMUM E:\DMI-MI-0RL\WEEKLY\100726\RV 118-124 7 BLDG 100416\Sheets\Detail Sheets\Dl Detail Sheet.dwg, 11/22/200 2:07:00 AM, DWF6 ePlet.pc3 0 1. LOCATIONS PER INDIVIDUAL 1,10W. OPNG 01,MiENSION NOT hJULLED VVD',V. OPNG. DkN,IENSION 2. MAXIMUM ALLOVbt BLE SPACING BT,%. TAPCON .ANCHORS TO BE 24" O.C. 2X HDR. PLATE OR EXTERIOR WD. HDR. SHEATHING (2 LAYERS OF 7/16" O.S.B. OR (1j LAYER OF 3/4 PLYWi(D. CONNECT W/ (2)3d NAILS AT 16" O.C. BUILT UP WOOD HDR, OR 2x HDR. PLATE EXTERIOR SHEAPIINJGD 2'c CRIPPLE STUDS AT 16" O.C. BT NN. SiLL PLATE & BOT. PLATE OR HDR. & J°I HDP,, PLATE 2x HDR. OR SILL PLATE OR HDR JACK 2" MAK. 1 L ATTACH WDW./DOOR PER .MANUF. SPEC FICATIONS SILL ! JAMB 1 HEAD 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'-D" ABOVE TOP OF SLAB) OVERHANGING BLOCK REPAIR DETAIL TAPCON INSTALLATION ANCHOR CHART 10 FOR BLOCK OPNIGS. IN/ BUCKS 1 1/2" THICK OR GREATER WIDTH MOTH Y,10TH STAGGERED UNLESS OTHERWISE NOTED. THIRD AND WIDTH D F E F D D E D (2)2x10 I 24" O.C. Q" -D�E�D a�a� MAX.( l.1AX. AA -E I �>, A (4) PLYS SIZE A' X1.,C1AX. C (1) 10d x 31. 10d x 3"L. 10d X 3"L. OR f /2' DIAM. EXTEND JAMB 14" MIN. j 4 MIN. / EDGE 4'-5" B B B S BOLT 9 16" O.C. f ' (`) 10d x 3"L. = C 4VDIN. L C WD'+'J. .-C - o 2 TO BLOCK iN/ 112" DIA, X 6" J -BOLTS AT 24" m OPNG. OPING. OPINC. 1 30.3 e SGD OR 16" O.C. A .A - A - � - � X EXT. DOOR SILL ' ,BULL SILL / .MULL 1 OPNG. SINGLE WIDW. OR MULTIPLE SIDE lb" O.C. IN LIEU OF NAILS, ?,MEMBERS MAY BE BOLTED TOGETHER WITH 1/2" DIAM. THRU-BOLTS AT 16" O.C. 1lERTIC.ALLY'10TH STACKED WDW. BY SIDE WDWS, VV/ MULL BTWN, ` Wi MULL BT'VUN, a xI _ wQ 4VDW. OPNG. LOCATIONS '0VD'w. OPNG. LOCATIONS HEIGHT IN HEAD CI 914DTH IN HEAD Q1 EXTERIOR DOOR UP TO 40" ,A UP TO 40" D OPENINGS 40.01" TO E0- A , B 40,01" TO 50" D , E 50.01" TO 30" A . C 60.01 TO 80" D F 80.01 " TO 100" A , B , C 30.01" TO 100" D , E , F 1. LOCATIONS PER INDIVIDUAL 1,10W. OPNG 01,MiENSION NOT hJULLED VVD',V. OPNG. DkN,IENSION 2. MAXIMUM ALLOVbt BLE SPACING BT,%. TAPCON .ANCHORS TO BE 24" O.C. 2X HDR. PLATE OR EXTERIOR WD. HDR. SHEATHING (2 LAYERS OF 7/16" O.S.B. OR (1j LAYER OF 3/4 PLYWi(D. CONNECT W/ (2)3d NAILS AT 16" O.C. BUILT UP WOOD HDR, OR 2x HDR. PLATE EXTERIOR SHEAPIINJGD 2'c CRIPPLE STUDS AT 16" O.C. BT NN. SiLL PLATE & BOT. PLATE OR HDR. & J°I HDP,, PLATE 2x HDR. OR SILL PLATE OR HDR JACK 2" MAK. 1 L ATTACH WDW./DOOR PER .MANUF. SPEC FICATIONS SILL ! JAMB 1 HEAD 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'-D" ABOVE TOP OF SLAB) OVERHANGING BLOCK REPAIR DETAIL TAPCON PER 1 3/4" SCHEDULE MIN. - EXT. F,ACE(2)10d x 1 1/2" AT 24" OF BLOCK O.C. FOR BUCK BUILT UP TO 2 1/2" THICK PROVIDE 2x P.T. AGAINST OR BLOCK FOR BUILT UP BUC,�S / (2)8d x 2 1 /2" AT 24" 2" THICK OR MORE / O.C. FOR BUCK BUILT UP BUILT UP BUCK DETAIL 2 11/9' THICK OR MORE THICKNESS 1112" OR GREATER PRECAST CONC. MIN. 2 1 r'`2" WIDE BUCK - LINTEL ABV. OPNG. MA;XIMU,I 2 3/4" BUILT UP OR CMU JAMB-- THICKNESS - CONNECT IN/CAULK _374N. 3/16" DIA. TAPCONS. BUCK / BLOCK - TAPCON LENGTH MUST BE SUFFICIENT TO ACHIEVE MIN. CEMENT FINISH 1 1/4" EMBEDMENT INTO OVER BLOCK BLOCK JAMB / HEAD INSTALL v W./DOOR SCRE N DRYWALL ANCHOR INTO BUCK PER INSTALLATION DETAILS HEAD/JAMB FOR BUCK THICKNESS 1112" OR GREATER PRECAST CONIC. LINTEL ABV. OPNG. OR CMU JAMB CAULK B T44N. BUCK / BLOCK CEMENT FINISH OVER BLOCK CEMENT FINISH OVER BLOCK PRECAST CONC. SILL INSTALL VOW./DOOR TAPCON ANCHOR INTO BLOCK PER INSTALLATION DETAILS MIN. 2 1,/2" WIDE BUCK - MAXIMUM BUILT UP THICKNESS MUST BE LESS THAN( 1 1/2" CONNECT W/ SPIRAL NAILS AT 16" O.C. DRYWALL HEAD/JAMB FOR BUCK THICKNESS LESS THAN 11/211 ATTACH 4'@W./DOOR PER MANUF. SPECIFICATIONS JILL BLOCK WALL OPNG. WDW,/DOOR BUCK DETAILS ALL WINDOWS AND WALK DOORS SHALL HAVE A NIAX. DESIGN PRESSURE OF 34.7 PSF. PRESSURE BASED ON MINIMUM COMPONENT EFFECTIVE AREA OF 10 S.F. - PRESSURES MAY BE REDUCED EOR THE ACTUAL EFFECTIVE 4VDW./ DOOR AREA AS STATED ON "COMPONENT AND CLADDING MIN. DESIGN WIND LOAD PRESSURE" CHART ON THIS SHT. ALL BILK. CELLS ABV. LINTEL TO BE CONC. FILLED PRECAST LINTEL PER PLAN! A('ROSS OPNG - 2x6 P.T. FROM BOT. OF LINTEL TO TOP OF WALL - CENTER ON OPNG. FASTEN TO BLOCK W/ 1/2" J -BOLT W/ 2" SQ. WASHER f FASTENER SCHEDULE FOR 10 BUiLT UP STUD COLUMNS HEADER SIZE VERTICAL SPACING OF FASTENERS AT 8" O.C. 40 STAGGERED UNLESS OTHERWISE NOTED. THIRD AND NJ FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF 2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL (2)2x10 I BE 2 1/2" ,AND MINIMUM EDGE DISTANCE SHALL BE 1". STUD ; OF NAILS (NUMBER OF FLYS (2) PLYS (3) PLYS (4) PLYS SIZE PER .1 2x4 (1) 10d x 31. 10d x 3"L. 10d X 3"L. OR f /2' DIAM. EXTEND JAMB 14" MIN. j 4 MIN. / EDGE 4'-5" 2 ABV. OPNG. BOLT 9 16" O.C. 2x6 ' (`) 10d x 3"L. 10d x 3"L 1 Dd X 3'L. OR - o 2 TO BLOCK iN/ 112" DIA, X 6" J -BOLTS AT 24" m 1/2" DIAM.BOLT O.C. MAX. W/ 2'' SQ. WASHERS 1 30.3 e AT EA. SIDE OF OPNG. 16" O.C. 2x8 (2) 10d x 31. 1 O x 31 lOd X 31. OR 11/2' DIA. BOLT lb" O.C. IN LIEU OF NAILS, ?,MEMBERS MAY BE BOLTED TOGETHER WITH 1/2" DIAM. THRU-BOLTS AT 16" O.C. 1lERTIC.ALLY'10TH THE SAME NUMBER OF BOLTS PER RO4'! AS MAILS TAPCON PER 1 3/4" SCHEDULE MIN. - EXT. F,ACE(2)10d x 1 1/2" AT 24" OF BLOCK O.C. FOR BUCK BUILT UP TO 2 1/2" THICK PROVIDE 2x P.T. AGAINST OR BLOCK FOR BUILT UP BUC,�S / (2)8d x 2 1 /2" AT 24" 2" THICK OR MORE / O.C. FOR BUCK BUILT UP BUILT UP BUCK DETAIL 2 11/9' THICK OR MORE THICKNESS 1112" OR GREATER PRECAST CONC. MIN. 2 1 r'`2" WIDE BUCK - LINTEL ABV. OPNG. MA;XIMU,I 2 3/4" BUILT UP OR CMU JAMB-- THICKNESS - CONNECT IN/CAULK _374N. 3/16" DIA. TAPCONS. BUCK / BLOCK - TAPCON LENGTH MUST BE SUFFICIENT TO ACHIEVE MIN. CEMENT FINISH 1 1/4" EMBEDMENT INTO OVER BLOCK BLOCK JAMB / HEAD INSTALL v W./DOOR SCRE N DRYWALL ANCHOR INTO BUCK PER INSTALLATION DETAILS HEAD/JAMB FOR BUCK THICKNESS 1112" OR GREATER PRECAST CONIC. LINTEL ABV. OPNG. OR CMU JAMB CAULK B T44N. BUCK / BLOCK CEMENT FINISH OVER BLOCK CEMENT FINISH OVER BLOCK PRECAST CONC. SILL INSTALL VOW./DOOR TAPCON ANCHOR INTO BLOCK PER INSTALLATION DETAILS MIN. 2 1,/2" WIDE BUCK - MAXIMUM BUILT UP THICKNESS MUST BE LESS THAN( 1 1/2" CONNECT W/ SPIRAL NAILS AT 16" O.C. DRYWALL HEAD/JAMB FOR BUCK THICKNESS LESS THAN 11/211 ATTACH 4'@W./DOOR PER MANUF. SPECIFICATIONS JILL BLOCK WALL OPNG. WDW,/DOOR BUCK DETAILS ALL WINDOWS AND WALK DOORS SHALL HAVE A NIAX. DESIGN PRESSURE OF 34.7 PSF. PRESSURE BASED ON MINIMUM COMPONENT EFFECTIVE AREA OF 10 S.F. - PRESSURES MAY BE REDUCED EOR THE ACTUAL EFFECTIVE 4VDW./ DOOR AREA AS STATED ON "COMPONENT AND CLADDING MIN. DESIGN WIND LOAD PRESSURE" CHART ON THIS SHT. ALL BILK. CELLS ABV. LINTEL TO BE CONC. FILLED PRECAST LINTEL PER PLAN! A('ROSS OPNG - 2x6 P.T. FROM BOT. OF LINTEL TO TOP OF WALL - CENTER ON OPNG. FASTEN TO BLOCK W/ 1/2" J -BOLT W/ 2" SQ. WASHER f COMPONENT EFFECTIVE AREA1� 10 HEADER LOAD CONDITION HEADER SIZE 30 40 (2)2x6 NJ (2)2x3 NJ (2)2x10 I NJ (2)2x12 i ROOF ONLY 4'-0" 2X6 OR 20 P.T. W/ CONC. NAILS ADD 5'-4" 2 12" O.C. ACROSS TOP OF OPNG. o 7'-6" 2 e 3'-6" EXTEND JAMB 14" MIN. j 4 MIN. / EDGE 4'-5" 2 ABV. OPNG. 2 5'-3" DIST. 2nd FLOOR & ROOF 3'-0" 2X6 P.T. BUCK AT GARAGE DOOR JAMBS FASTET� - o 2 TO BLOCK iN/ 112" DIA, X 6" J -BOLTS AT 24" m 5-5" O.C. MAX. W/ 2'' SQ. WASHERS 1 30.3 e AT EA. SIDE OF OPNG. 28.3 V 27.4 GARAGE DOOR MASONRY OPENING GARAGE DOOR DETAIL DESIGN LOADS: EXP. "C" 8'-0" W. DOOR +32.5 PSF & -41.0 PSF 16'-0" iN. DOOR +30.8 PSF & -37.7 PSF EXP. "B" 8'-0" W. DOOR +23.2 PSF & -29.3 PSF 16'-0" iN. DOOR +22.0 PSF & -26.9 PSF WOOD HEADER SCHEDULE MAXIMUM CLEAR SPAN FOR LOAD BEARING FRAME WALLS SIZES NOTED ON PLANS TO SUPERCEDE VALUES SHOWN ON THIS SCHEDULE COMPONENT EFFECTIVE AREA1� 10 HEADER LOAD CONDITION HEADER SIZE 30 40 (2)2x6 NJ (2)2x3 NJ (2)2x10 I NJ (2)2x12 NJ ROOF ONLY 4'-0" 2 5'-4" 2 6'-8" 2 7'-6" 2 2nd FLOOR ONLY 3'-6" 2 4'-5" 2 5'-5" 2 5'-3" 2 2nd FLOOR & ROOF 3'-0" 2 3'-10' 2 4'-3" 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 CONSTRUCTION NOTES 1. APPLICABLE CODES: - FLORIDA BUILDING CODE 2007 - RESIDENTIAL - FLORIDA BUILDING CODE SUPPLEMENT - RESIDENTIAL 2008 - NATIONAL ELECTRICAL CODE REQUIRE?,IEINTS FOR ONE AND TDVO FAMILY DW4ELINGS, NFPA 70,A; 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. TERhfITE PRETREATMENT SHALL 13.4 a;(E USE OF BORA-CARE TERMITICIDE. THE BORA-CARE TTRMITICIDE TREATMENT IS REGISTERED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES AS REQUIEP,ED BY THE FLORIDA BUILDING CODE 2007 -RESIDENTIAL. 2. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTiVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALLBE 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 TREAPIEINT FOR THE PREVENTION OF SUBTERRANEAN! TERMITES. THE TREATMENT IS IN ACCORDANCE IMTH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUhIiER SERVICES'. FOUNDATION NOTES 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEAP,I1v1 PRESSURE OF 2000 PSF. CONTRACTOR SHALL VERIFY THAT THEMINIMUM 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 h,IUNICAPILITY BUILDING DEPARPMENT, A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPT' 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 VtRGY REQUIRED SETBACKS. CONCRETE NOTES 1. CONCRETE STRENGTH SHALL BE 2500 PSI .AT 28 DAPS 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 iNITH A.C.I. 530/ASCE 5/T6 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 BE IN CONFORMANCE WITH ,ASTM 0476. 4. MORTAR SHALL BE TYPE "h1" OR "S° IN ACCORDANCE WITH ASTM C270, 5. ALL MASONARY UNITS SHALL BE LAID IN RUNNING BOND U.N.Q. 5. PROVIDE S' PRECAST CONCRETE LINTELS ABOVE ALL MASONARY OPNGS. ALL LINTEL FOR OPNGS. OVER 5'-6" SHALL BE GROUTED SOLID W/ 8" STANDARD BRC. E.A. END U.N.O. (4" MIN. BEARING REQ'D.) PRE-ENGINEERED FOOD 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 SHOWS 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 1113}1 COMPONENT LOCATION COMPONENT EFFECTIVE AREA1� 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 1 32.4 1 31.4 1 30.3 1 29.3 28.8 28.3 27.9 27.4 26.9 COMPONENT AND CLADDING MIN. DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE 1101' COMPONENT LOCA TON COMPONENT EFFECTIVE AREA 0 10 1 15 1 20 30 40 1 50 60 1 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 33.1 37.7 37.4 37.0 36.7 36.3 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 CO.fPONEMT PRESSURES FOR THE MOST STRINGENT ZONE LOAD CASE PER TABLE R30i.2 (2) OF FLORIDA BUILDING CODE 2004 - RESIDENTIAL AND 2006 SUP PLEIMENT FALL & ROOF FRAMING NOTES 1. WOOD CONSTRUCTION SHALL CONFORM TO THE LATEST EDI RI ON OF "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE IN01 ONAL FOREST PRODUCT ASSOCIATION. 2. ROOF AND WALL STRUCTURAL SHEATHING SHALL BE SPAIN RATED IN ACCORDANCE WITH ,APA PS 1-83 OR NER-0. (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 ;k,'2 OR BETTER. INTERIOR, ',MALL STUDS SHALL BE A I,11NJI?.IU?,f OF S -P -F #2 OR BETTER. 4. WOOD HEADERS PER SCHEDULE UNLESS NOTED OTHER'MSE ON PLANS. ALL HEADER MATERIAL TO BE SOUTHERN YELLO'N 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 MIN6MUM 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 SAINCUT AROUND .ANY OPENINGS. SEE DETAILS FOR NAILING REQUIREMENTS. 3. THE NUMBER AND SITE OF MAILS 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 ADI7RE ONLY REQUIRED ON MEMBERS IN 'MALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING '4ALLS ARE 40T 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 DWELLIN FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 25 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. Lo c r ® CN Ir- :� L `` / w �Ljj i oI LLV If- � 0 C/) �C/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/1 HOMES FOR CLARIFICATION! I D11 M/i ORLANDO DBL. 2x P.T. BLOCKING (2)12d NAILS VERT. REINF. CONC. AT 6 O.C. FILLED CELL '�i iBR�n 17,2" EXP. BOLT AT 24" O.C. VERT. (2 3/4" EMBED.) W/ 2"SQ. WASHER REINF. FILLED TOP BLOC;( COURSE _/ 11 CONC. BLK. 4V:ALL PER TYP.II WALL SECTION ERT. REINF. CONIC. FILLED CELL V! I- 5 I SIMPSON "SP -2" AT EA. STUD AT EXTERIOR WALLS USE SPH4 (AT INTERIOR BEARING WALLS) ATTACH EXT. SHEATHING TO STUDS PLATES PER STP,UC RAL NOTES AT EXT. FRAME ';BALL TO BLOCK WALL, PROV1DE 2x P.T. ti'J/ J/2' E;{P BOLT AT 24" O.C. 'BERT. (4* EMBED.I W/' 2" SQ. WASHERS PROVIDE 1 i/2" EDGE DISTANCE FOR BOLTS SIMPSON "SP2" AT EA. SMD AT EXTERIOR WALLS (USE SPH4 AT I+NIERIOR BEaP,ING 4'aALLS) TOP OF SLAB 8" ---J d EXT FRAME WALL TO BLOCK WALL CloNNIECTIIoN DETAIL .APPLICABLE TO ALL EXTERIOR FRAME I+VALLS ONLY UNLESS 'OTHERWISE NOTED ON FLOOR, PLAN 7`8" CEMENT PLASTER PAPER BACK LATH BUILDING WRAP (TYVEK) WALL SHEATHING PEEL AND STICK ME4IBRANE 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" J 0 L ALUMINUM WINDOW FRAME SET IN CONT. 1 BED OF SEALANT- It PEEL AND STICK MEMBRANE FLASHING WALL SHEATHING -7 EXTERIOR WIN SCALE: 2" - 1'-0" C L7/B" CEMENT PLASTER PAPER BACK LATH BUILDING WRAP (TYVEK) DOS! JAMB TYVEK OVER 'C' PEEL AND STICK FLASHING AND WINDOW FLANGE TAPE OVER CUT IN TYVEK PEEL AND STICK DETAIL -------------- ------ o / FOR Zi BAR DO',VEL SET IN TOP/BOT. RAILS FOP, SOLID NAILING E - START B STRIPS HERE _// EDGE OF WINDOW FLANGE � ( TOP OF BLK. WALL I mU) u� r APPLY PEEL AND STICK j FLASHING MEMBRANE IN ORDER I STARTING AT BOTTOM OF WINDOW AND OVERLAPPING AS INDICATED f SA,VCUI APP P, O;t. uj PROVIDE 2x4 BLKG. BT4%. FLR. b 4"W.x24"H. OPENING R Lu = ~o PEEL AND STICK DETAIL BLOICKCELL DETAIL PROVIDE SOLID 2x4 BLKG. BTYiN. z ,-3/4" DIA. x 6" DP. HOLE o / FOR Zi BAR DO',VEL SET IN TOP/BOT. RAILS FOP, SOLID NAILING m EPDXY ,4DLIESI'>L LO w GROUT SOLID AT TOP OF BLK. WALL TOP OF CELL mU) u� c� SA,VCUI APP P, O;t. uj PROVIDE 2x4 BLKG. BT4%. FLR. CONC. FILLED REINF. 4"W.x24"H. OPENING R Lu = ~o TRUSS- CONNECT TO BLK. 0.145 DLA.x3 L. PO'190ER IN/ (4) ACTUATED 5) i/4"x2 j/4" h,IASOPIP, TOP COURSE PER TYP. IN WALL FATENERS- PLACE BLKG. f� SC ,E''1S' TO SLOCK WALL AND' VALE SECTION NOTES:5" SIDE OF GABLE END FLR. II ( +)10B COMMONS TO FLP,. TRUSS .MIN. LIP OF REB ARS --DRILLED HOLE TO BE z CLEANED PRIOR TO li I DISPENSING ADHESIVE �+ 3000 PSI CONC. --EPDXY ,ADHESIItE TO FILLED CELL W/ L5 REB.A R HIGH STRENGTH TYPE --REBAR DOWEL MUST BE GLEAN AND OIL FREE + + SAIVCUT 1" ;V. OPNG. IN SAWCUT APPROX. CONC. FILLED REINF. TOP 'MALL FROM TOP TO -101M 4"W.x24"H. OPENING BUK. COURSE PER Tf. BOT FOR FULL HT. IN WALL II REBAR PLACE'.iEPIT INTO FLOOR CELL -FILL SOLID W/ 25" MIN. LAP TRUSS FI GROUT TOP OF SLAB OF REBARS L zw 3,14" DIA. x 6" DP. HOLE m FOR #5 BAR DOWEL SET IN LJ EPDXYY ADHESIVE ADDED REINF. FILLED BLOICKCELL DETAIL PROVIDE SOLID 2x4 BLKG. BTYiN. 1w O TOP/BOT. RAILS FOP, SOLID NAILING 00 Z OF STRAP Lo ; mU) u� c� w uj PROVIDE 2x4 BLKG. BT4%. FLR. SIMPSON "'MS TAJd24" STRAP W/ U R Lu = ~o TRUSS- CONNECT TO BLK. 0.145 DLA.x3 L. PO'190ER IN/ (4) ACTUATED 5) i/4"x2 j/4" h,IASOPIP, O FATENERS- PLACE BLKG. ALONG SC ,E''1S' TO SLOCK WALL AND' �z SIDE OF GABLE END FLR. TRUSSES ( +)10B COMMONS TO FLP,. TRUSS � z 0 z�x w� CONC. FILLED REINF. TOP BUK. COURSE PER Tf. PALL SECTION MISSED FLOOR TRUSS TO BLK, WALL STRAP P RO\TIDE (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 r BUILDING WRAP ( TYVEK) 1 � INALL SHEATHING DETAIL @CONTROL / EXPANSION JOINT SCALE: 3" = 1'-0" 8x8x16 CONC. KNOCKOUT 25" MIN. LAP / BLK. TOP COURSE - FILL 'W l CONC. & '1- #5 BAR CONT. w Of {5 REBAR W/ STD. HOOKED REINF. CONC. FILLED / -- CELL #5 VERT. REBAR �I 25' MIN. LAP e k5 RESAP, W/ STD. HOOK it BLOCK WALL HT. TRANSITION DETAIL SIMPSON "MTSM16" STRAP W/ (4) 1,/"x2 1/4" TAPCONS TO BLOCK WALL AND (7)104 �FlCOMMONS TO TRUSS OOF TRUSS �` 11 11 1/ XXX\ , 1 �z1 "INSTALL ADD'L. STRAP C -D Co DIAGONALLY FROM EA. w N w OTHER FOR SINGLE CONC. FILLED REINF. TOP MEMBE 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 7'15" OSB SHEATHING GABLE END OR FLOOR T! - 7 /8" 7/8" CEMEN ON PAPER I AIR INFILTRATION B (DESIGN STANDARD: MID -WALL WEEP SCREED PLAS 3'-0" MAX. SPAN ',`dr'0 r 2x8 RIDGE 2x4 VERTICAL BLKG. 2x6 VALLEY RAFTERS (4)164 2x4 COLLAR TIE IN NAILS UPPER 3RD OF ROOF HT. -- ---- -- AT EVERY 3RD PAIR OF -- ------ -- RAFTERS 111512 1 2x4 VERT. AT h,1TS12 STRAPi 3'-0" O.C. MAX. (ONLY STRAP I I AT SPANS > 8'-01) i 2x4 BLKG. AT VALLEY RAFTER BRC. BTti'JFI. 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 U I,NIU WILL DETAIL @ 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.) /2" DRYWALL 2x STUDS @ 16" O.C. #2 SPF OR BETTER 2x4 P.T. SILL PLATE - ATTACH 'r/ (2) CONIC. NAILS OR (1) POWDER ACTUATED FASTENER AT 24" O.C. 3 1/2" MIN. CONC. SLAB (2500 PSI) W/ FIBERMESH OR 6x6 10/10 bWYM OVER VAPOR BARRIER CLEAN COMPACTED z EART}1 FILL7 o o � THICKEND SLAB FOOTING PER SLAB PLAN TYP, INT. BRG. WALL SECTION SCALE: 1 1/2"=1'-O" 2x4 LADDER, FRMG. REQ'D. AT OVERHANGS OVER 12' -CONNECT III; (2)i2d TO TRUSS TOP CHORD CON 1,cx4 W/ ?-12d NAILS 2x4 OU TLOOKEP,S AT 24" D.C. 1'J/ (3)124 TOE -MAILED TO TRUSS TOP CHL P,D ?/16" OSE SHEATHING OVER CABLE END TRUSS -CONNECT 'J/ 3d NAILS AT 6" O.C.--SET FACE OF SHEATHING FLUSH W/ BLK. WALL (PROMIDE i/8" SPACE BP rel. PANELS) U.S.P. "LPTA" OR SIMPSON 1TA1" STRAP -SEE FRMC. PLAN EOR 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.-COyhVECT Y11 (14)104 COMIIONS INTO + SOLID 2x4 BLKG CONT. 2x4 tiIIN. P.T. PLATE '+V;' 1j 2" DIA. A.B. OR 5/8" EXP. BOLT W/ 2 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: CERT,AINTEED "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. �r 5' INCL. ROOF Ffh;F ROOF O.H. 0) I U 5' INCL. ROOF O.H R 0 0 F EDGE 01 ZOIxJL 1 - USE 8d NAILS @ 12" O.C. (FIELD) 6" O.C. (EDGE) 0 ZONE 2 - USE 3d NAILS @ 6" O.C. (F IELD/EDGE) 3 ZONE 3 - USE 3d NAILS @ 4" O.C. (FIELD/EDGE) ROOF NAILING PATTERN 2x1 "T" OR "L" STRO+NGBACN AT GABLE VERTICAL LONGER THAN 48" CONNECT W/ I'd NAILS AT 12" O.C. /STRUCTURAL ROOF SHEAT91 IiN0 SEE ROOF NAILING PATTER ! L 1 t 2x4 STRDINGBACK IF GABLE TRUSS IS TALLER \ THAN 8'-0" 2x4 DIAG. "X"-BP,.ACING W/ (3)124 NAILS AT EA. 2x1 TO 2x4 JOINT 1-1 BRACING SCHEDULE i > > SPAN BRACING REQ'D. GREATER THAN 20 FT. 10 FT. (3) PAIRS AT 17'4 PTS. (1) TO 20 FT. LESS THAN 10 7. PAIR AT h,IID-P 1. NO I BRACING REQ'D. 2x4 BLKG. AT 48" O.C. FROM GABLE END BACK 8'-0" ST%YN, TRUSS BOTTOM � GYPSUM CEILING CHORDS DIAPHRAM NAILING I GABLE END 11 3x8xi5 COLIC. KNOCKOUT BLK. TOP ROOF TRUSS 10d MAILS AT 8" FI COURSE — F ILL W/ CONC. AND !—#-DO.C. BAR CONT. FLAT CEILING GABLE END 2x4 CONT. BLKG. SIMPSON "LSTA12" STRA II AT 24" O.C. TRUSS' DBL 20 TOP PLATE PLATE TYP. GABLE END ^m A `.^'n,.' ' TRUSS DETAIL SCALE : 1/2" = 1'-0" GABLE END SHINGLES (,ATTACH W% GALV, METAL ROOFING NAILS PER MANUF. INSTALLATION DETAILS) OVER 15# FELT (2" SIDE LAP / 4" END LAP AND CAP NAILS .4T 12" O.C.-EDGE, 24" O.C.-FIELD) ON 7/16" SPAN RATED STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE -ENS RED ROOF TRUSSES AT 24" O.C. HURR. STRAP AT EA. TRUSS SEE 12 ROOF PLAN PER ELEV, R-30 INSULATION 8x8x16 CONC. KNOCKOUT BLK. TOP COURSE - FILL W/ CONC. AND 1-#5 l BAR CONT. ?1 DRIP EDGE OVER 1/2" GYPSUM BD. FASCIA FASCIA MATERIAL TO BE 1 t2 DIAPHRAM AREA FASTEN W/ 5d NAILS ALUMINUM OR 5/4" PRIME TRIM 11 AT 4" O.C. REMAINDER AT 7" O.C. BOARD OVER 2x4,/2x6 SUBFASCI4 II REFER TO SUBD. SPECIFICATIONS 11 PRE-ENG'RED. PRECAST CONC. LINTEL ABV. TYP. FOR FASCIA MATERIAL a WDW. AND DOOR OPNGS. SEE PLANS FOR 11 LOCATIONS AND TYPES II CONT. ALUM. 11 1/2" DRYWALL OVER 1x2 P.T. (MIN.) AT 24" VENTED SOFFIT z 11 O.C. (MAX.) cl- CORE-FILL 500 FOAM INSULATION IN ALL CD 1 OPEN DAU WALL CELLS - REFER TO z ° ENERGY CALCULATION FOR R -VALUE � n TEXTURED CEMENT FINISH OVER ii #5 VERT. BAR TIED INTO5 EAR D04VEL .AND 8x8x16 CONC. BLOCKa TOP COURSE REBAR AT EA. REINF. CONC. u FILLED BLOCK CELL AS LOCATED PER PLANS u �Q PRECAST W'DW. SILL -TYP. AT STD. u1z WDW.OPNG. =� its z Elll` �3 1/2" MIN, CONIC. SLAB (2500 PSI)'W/ FIBERh11ESH OP, 6x6 10/10 VA'0,1 OVER VAPOR BARRIER n FINISH GRADE n CLEAN COMPACTED TERMITE ie16 �\ TREATED FILL MONOLITHIC SLAB EDGE FOOTING 25 BAR DOWEL TIED TO FTG. REBAR / 15" PER SLAB PLAN AT EA. REINF. FILLED CELL AS MIN. LOCATED PER SLAB PLAN TYP, EXT, BLOCK WALL SECTION SCALE: 1/2-=1'-O" LATEST REVISION DATE TO MASTER: 02-15-10 0 r 0 r� Lu cL ooi LD Lij ��> 0 w O cr J DO NOT SCALE PRINTS! CONSTRUCTON SHALL BE PER INDICATED DIMENSIONS ONLY, ,ANY DISCREPENCIES TO BE REPORTED TO M//I HOMES FOR CLARIFICATION! D2 NUI ORLANDO O I -- 00 Z U 00 Z ' Lo mU) u� c� w uj Q U R Lu = ~o w O LLL.. Z75 N LL o0 �z � z 0 r 0 r� Lu cL ooi LD Lij ��> 0 w O cr J DO NOT SCALE PRINTS! CONSTRUCTON SHALL BE PER INDICATED DIMENSIONS ONLY, ,ANY DISCREPENCIES TO BE REPORTED TO M//I HOMES FOR CLARIFICATION! D2 NUI ORLANDO O 00 U 00 Z ' Lo mU) u� c� w ][ R Lu = ~o O LLL.. Z75 N LL Lu r 0 r� Lu cL ooi LD Lij ��> 0 w O cr J DO NOT SCALE PRINTS! CONSTRUCTON SHALL BE PER INDICATED DIMENSIONS ONLY, ,ANY DISCREPENCIES TO BE REPORTED TO M//I HOMES FOR CLARIFICATION! D2 NUI ORLANDO ROOF TRUSSES OR 2x RAFTERS 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" TOTAL STAIR RUN TO 2", OR PROVIDE CROSS SECTION MINIMUM TREAD (NOT INCLUDING NOSING) = 9" WIDE OF EQUIVALENT GRASPABILITY PERFORMANCE 2x8 BLOCKING BEHIND HANDRAIL TOP AT 39" ABOVE EDGE OF TREAD NOTE: PICKETS SHALL BE PLACED NO GREATER THAN 4" O.C. Z 0 u.� X1-314' PLYdlOOD 1" NOSING -J FLOORING 1 FLOOR TRUSS NAIL (2)2x4 TO BOTTOM OF f FLOOR TRUSS 12" OR LESS IN AT 24" O.C.- CONNECT — r -uvu v.\V 24" O.C. (N1, 1x10 STRINGER W/ (2)164 MIN. COMMONS / 8d NAILS AT 3" O.C. AT TOE -NAILED TO TOP PLATE 4'-0" (5/8" TYPE "X" GYP. BD FOAM CORE FILL INSULATION IN ALL OPEN 1" NOSING SHEATHING EDGES STAGGER NAILS BTWN. "SP2" AT EA. SINGLE FASTEN W/ 5d NAILS AT 4" O.C. LIVING AREA ABOVE) II SEE ROOF PLAN FOR REQ'D. PANEL EDGES STUD TO TOP PLATE & \_PRE-ENG'RED. PRECAST CONC. LINTEL 0 1-#5 BAR CONT. STRAP AT EA. MEMBER NOTES: "DSP" AT EA. DOUBLE SEE PLANS FOR LOCATIONS AND TYPES �z II 2x12TREAD i. NAILHEADS SHALL__ STUD PANEL EDGE TO 2xB STAIR LEDGER CONNECT TO CD it CORE -FILL 500 FOAM INSULATION IN ALL o _____________ NOT PENTRAIE IHE FACE 77 _ TOP PLATE �— FLOOR TRUSS W/ (2)10d NAILS AT O II ,,-- REFER TO HEADER OF INE SHEATHING BY IMORE ij i,i li li / 6" O.C. MAX. OR EQUIVALENT I SCHED. FOR SIZES THAN THE NAILHEAD THICKNESS. I i i a i i i o RISER "SP2' .AT 16" O.C. 2. PROVIDE 1/8" SPACE BETWEEN I ti II AS LOCATED PER PLANS VERT. BAR TIED INTO #5 BAR II ACROSS HDR. SPAN SHEA THING PANELS. ii STD. WDW. OPNG. c "LSTA24" STRAP AT ll �I I of m w C> If / (2)10d TOE -NAILED COMMONS HDR. STUD TO BEAM 8d NAILS AT 6" O.C. VERT. ' I"�'�•� l o i (2) STRAPS EA. SIDE / I.I I.I t w o w I WITH OR MORE TRUSSES l ') AT FIELD STUDS I I I I t I,i la ti 2x STUDS .AT I ACROSS OPNG. 12" O.C.- STAGGERED 16" O.C. PROVIDE DRAFTSTOPPING TO SEPARATE CEILING L10WEL AND TOP COURSE'REBAR AT 8d NAILS AT 3" O.C. AT i I if I o o DECKING SHEATHING EDGES li'i i'I �� NO STRAP REQ'D. AT o z 1STA24" STRAP AT HDP,. STAGGER NAILS BTWN. I,I I,I tl STUD TO PLATE IF TREAD WITH (4) Sd NAILS STUD TO RIM BD./BLKG. PANEL EDGES II II tl SHEATHING CONT. TO FOR OPNGS. > 5'-0" I•I t BOT. OF FLR. TRUSS i 8d NAILS AT 3" O.C. HORIZ. i I t FLR. TRUSSES AT o i r 2x1 OR 2x6 RIM BD. BTWN. AT 2x SILL PLATE i'i s i 24" O.C. ,AND CENTER OF STAIRS WITH 26 t FLR. TRUSS -- CONNECT TO 11 SPACER AT SIDE WALLS W/ TRUSS � (4)16d NAILS (2x4) CONNECT SPACER TO EA. STUD (6)164 NAILS (2x6) 2x4 BLKG. BT'ttiml. '= ;T ==►^ 'r: r =� RIM BD. AT ALL I I I•I I•I I 2x4 BLKG. BTWN. .. � RIM BD, AT ALL .. i 2x4 P.T. RIM BD. BTWN. i l I.i I,I I SHEATHING EDGES -� L--L1_L___ 11__I I SHEATHING EDGES FLP,. TRUSS -- CONNECT TO TRUSS W/ (4)164 NAILS PROVIDE DBL. ROW OF 8d NAILS AT 8d NAILS AT 3" O.C. HORIZ. DBL. 2x4 SOLID BLKG. ALTERNATE CONT. 2x6 TOP RAIL I.L.O. AT TOP AND BOTTOM RIM BD. KICK PLATE BELOW HDR. STUDS NAILING TO FLR. TRUSS BLKG. BTWN. RAILS OR TRUSS CHORD EXT. FALL SHEATHING CONC. BLOCK EXT. WALL J "HETA20" STRAP AT EA. FLR. TRUSS END ORM,94'0.0.CATAP, IaLERNDTiTRSSS DETAIL AT 2 -STY. 2 -STY. EXT. FRAME REQUIRED NAILING PATTERN LO NOTED FOR BALL CONNECTOR DETAIL SHEATHING TO ACT AS UPLIFT LOAD CONNECTOR BETWEEN WALL STUDS AND FLOOR TRUSSES 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" TOTAL STAIR RUN TO 2", OR PROVIDE CROSS SECTION MINIMUM TREAD (NOT INCLUDING NOSING) = 9" WIDE OF EQUIVALENT GRASPABILITY PERFORMANCE 2x8 BLOCKING BEHIND HANDRAIL TOP AT 39" ABOVE EDGE OF TREAD NOTE: PICKETS SHALL BE PLACED NO GREATER THAN 4" O.C. Z 0 u.� X1-314' PLYdlOOD 1" NOSING -J FLOORING 1 FLOOR TRUSS NAIL (2)2x4 TO BOTTOM OF f FLOOR TRUSS 12" OR LESS IN TYPICAL STAIR SECTION SCALE: N.T.S. Ertl®MI-M�-ORL��1lEEKLY1100726�R�1 118-124 7 �L®G 10o416�Sheetsj®etail Sheets1,03 ®�t��l Sheot,d�v�, 11�`��,,+'2,�1� 2:®7:17 .AM, ®11�F6 cPlot.pc3 FLASHING. ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ GALV. METAL NAILS AT 24" O.C. MAX. CONT. 2x6 TOP RAIL- CONNTEC_ TO FLR. TRUSS W/ (6)164 NAILS EXT. SHEATHING NAILING PATTERI PROVIDE 8d NAILS AT 3" O.C. (2) ROWS AT 2x6 TOP RAIL (1) ROW AT 2x4 BOT. RAIL CONT. 2x4 BOT. RAIL- CONNECT TO FLR. TRUSS +,V/ (4)16d NAILS (20 P.T. IF IN CONTACT W/ CO ALTERNATE FLR. 7/16" MIN. STRUCTURAL WALL SHEATHING TRUSS END RAILS IN LIEU OF 2x4 BLKG. BTWN, RAILS AS PART OF FLR. TRUSS END CONST. 2x4 ST #2 STUDS § 16" O.C. � 3('4' PLYWOOD j F�OCR PRE—ENG'D. FLOOR j TRUSSES 9 24" O.C. TOP CHORD OF /6LOT. CHORRDSOF FLOOR TRUSS -G,-,-SUM BOARD �LAILER 2x4 DIAPHRAM BLOCKING 9 24" O.C. CONTINUOUS ACROSS 1st (2) TRUSS BAYS CONNECT TO EA, BOTTOM CHORD IN/ (4) 10d NAILS HETA20" STRAP ® 24" O.C. PROVIDE SOLID 2x4 BLOCKING BETIWEN TOP & BOT. CHORDS 14HERE STRAP DOES NOT ALIGN W/ TRUSS VERTICAL ALT. DETAIL @ FLOOR TRUSS PARALLEL TO MALL KUU` IKunln U AT 24" O.C.- W,/ (2) i 6d M4 TOE -NAILED TO SIMPSC 2x STUDS A 16' O.C. FLR. TRUSS )F PLAN FOR REQ'D P AT EA. MEMBER EFER TO HEADER _S 91 FOR SIZES 1,,iDSON °OS°" AT 16" O.C. ROSS HDP,. SPAN MPSON 1STA24" STRAP AT R. STUD TO BEAM x4 OR 2x8 Rli i BD. BT1, I. R. TRUSS -- CONNECT TO ;USS W/ (4)154 NAILS (2x4) (6)'15d NAILS (2x6) 2x4 P.T. RIM BD, BTWN. FLR. TRUSS -- CONNECT 0 TRUSS W/ (4)164 NAILS DBL. 2x1 SOLID BLKG. BELOW HDR. STUDS OF OPNGS. > 5'-0" AT 24" O.C. MAX. AT lilil`Ri. DLI.'LI\ ��\ I. 7v11LL Ip FLR. TRUSS PERP. TO WALL OR 24" O.C. AT GABLE LEND TRUSS S T)'. P;C T. F R A IVi L WALL CCNNELC I C1 DL TAIL SHINGLES (ATTACH W/ GALV. ,METAL ROOFING NAILS PER NIANUF. INSTALLATION DETAILS) OVER 157 FELT (2" SIDE LAP j 4" END LAP AND CTAP NAILS Al "' O.C.-EDGE, 24" O.C.-FIELD) ON 7/'i6" SPAN RATED STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE-ENG'RED ROOF TRUSSES AT 24" O.C. HURR. STRAP AT EA. TRUSS _ 1` F— SEE ROOF PLAN PER CONT. 2x4 DBL. PLAT 4Jf ELEV. SIMPSON SP2 AT EA. STUD s DRIP EDGE LE OVER FASCIA FASCIA MATERIAL - 2x4/2x6 SUBFASCIA REFER TO SUBD. SPECIFICATIONS FOR FASCIA MATERIAL CONT. ALUM. VENTED SOFFIT 7/8" THK. CEMENT PLASTER OVER 7/16" MIN. STRUCTURAL WALL SHEATHING -SEE DETAIL FOR REQ'D. NAILING PATTERN CONT. 2x4 TOP RAIL -CONNECT TO FLR. TRUSS W/ (4)164 NAILS - 2X4 WOOD BLOCK BY TRUSS MANUFACTURER CONT, 2x4 PT BOTTOM RAIL -CONNECT TO FLR, TRUSS W/ (4)16d NAILS CONTINUOUS PVC MID INALL STUCCO WEEP SCREED SIMPSON "HETA20" AT EA. TRUSS FILL ALL HOLES W/ NAILS (TRUSS PARRALLEL TO WALL -STRAP AT EA. VERT. CHORD (24" O.C. MAX.) 8x8x16 CONC. KNOCKOUT BLK. TOP COURSE - FILL W/ CONC. AND 1-#5 BAR CONT. 1/2" EXTERIOR PORTLAND CEMENT PLASTER OVER 8" C.M.U. NO STRUCTURAL MEMBER OR BLDG. SERVICE SHALL PENETRATE THE FIRE RATED SHAFT WALL BETWEEN UNITS. ASPHALT SHINGLES ON STRUCTURAL SHEATHING 4'-0" MI`LEACH SIDE OF CENTER LINE OF WALL - — (SEE ROOF NAILING PATTERN) PROVIDE FIRE RETARDANT TREATED WOOD ROOF AND PRE-ENG'RED ROOF SHEATHING TRUSSES AT 24" O.C. '"PROVIDE CONT. FIRE" CAULK OR RAKE TIE BEAM IN/(1) 0S CONT. FIRE WOOL @ ROI SHEATHING w MAINTAIN .'_" CLIARAN AND RAKE BEAM CONSTRUCTION TO REB,AR FROM TOP OF BEAM JOINT R-38 INSULATION c Gy 112 PSUM BD. 12" DIAPHRAM AREA FASTE\! 4',+i� 5d NAILS .AT 1" O.C. REMAINDER Al 7" O.C. R-11 MIN. INSULATION - REFER TO ENERGY CALCULATION FOR REQUIRED INSULATION R -VALUE 2x4 SYP STUDS AT 16" O.C. 9 8'-1 1/8" WALLS 2X6 SPF STUDS AT 16' O.C. 9 WALLS > 8'-1 1/8" H. CONT. 2x4 PLATE 3/4" T&G PLYWOOD FLOOR -NAILED & GLUED W/ 8d NAILS AT 12" O.C. IN FIELD /<< AND 6" O.C. AT PANEL EDGES PROVIDE DRAFTSTOPPING TO SEPARATE CEILING ,AREAS NO GREATER THAN 500 S.F. Q z II II � II II n II 4" — r -uvu v.\V 24" O.C. (N1, 1x10 STRINGER I/2" GYPSUM BD. `--R-35 INSULATION / SINGLE 8x8x16 CONC. DEPTH 4'-0" (5/8" TYPE "X" GYP. BD FOAM CORE FILL INSULATION IN ALL OPEN 1" NOSING Z, DOUBLE 8x5x16 CONC. FASTEN W/ 5d NAILS AT 4" O.C. LIVING AREA ABOVE) II REMAINDER AT 7" O.C. II \_PRE-ENG'RED. PRECAST CONC. LINTEL 0 1-#5 BAR CONT. ABU. TYP. WDW. AND DOOR OPNGS. UJ - FILL W/ CONC. AND SEE PLANS FOR LOCATIONS AND TYPES �z II 2x12TREAD z , 2xB STAIR LEDGER CONNECT TO CD it CORE -FILL 500 FOAM INSULATION IN ALL o II OPEN CMU WALL CELLS - REFER TO FLOOR TRUSS W/ (2)10d NAILS AT O Of'� 3/4" PLYWD. li / 6" O.C. MAX. OR EQUIVALENT o z DOWEL AND TOP COURSE REBAR " o RISER TO BE REPORTED IICELL AS LOCATED PER PLANS VERT. BAR TIED INTO #5 BAR II PRECAST WDW. SILL - TYP. AT STD. WDW. OPNG. c CONNECT CARRIAGE TO LEDGER IN row 0 of m w C> / (2)10d TOE -NAILED COMMONS o 0 o 8x8x16 2 HR. FIRE -RATED / STAGGERED EA. SIDE w o w CMU WALL W/ 8d NAILS AT 12" O.C. IN FIELD CID 0 OF 1/4"x 2-3/4" TAPCONS AT z AND 6" O.C. AT PANEL EDGES 12" O.C.- STAGGERED PROVIDE DRAFTSTOPPING TO SEPARATE CEILING L10WEL AND TOP COURSE'REBAR AT 3/4" PLYWOOD N r w o o DECKING '—CONNECT PLYWD. RISER TO o z AS LOCATED PER PLANS Q TREAD WITH (4) Sd NAILS 2x12 CARRIAGE AT SIDES o - ,AND CENTER OF STAIRS WITH 26 11 SPACER AT SIDE WALLS CONNECT SPACER TO EA. STUD IN/ (2) 10d COMMONS 2x4 P.T. KICK PLATE TYPICAL STAIR SECTION SCALE: N.T.S. Ertl®MI-M�-ORL��1lEEKLY1100726�R�1 118-124 7 �L®G 10o416�Sheetsj®etail Sheets1,03 ®�t��l Sheot,d�v�, 11�`��,,+'2,�1� 2:®7:17 .AM, ®11�F6 cPlot.pc3 FLASHING. ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ GALV. METAL NAILS AT 24" O.C. MAX. CONT. 2x6 TOP RAIL- CONNTEC_ TO FLR. TRUSS W/ (6)164 NAILS EXT. SHEATHING NAILING PATTERI PROVIDE 8d NAILS AT 3" O.C. (2) ROWS AT 2x6 TOP RAIL (1) ROW AT 2x4 BOT. RAIL CONT. 2x4 BOT. RAIL- CONNECT TO FLR. TRUSS +,V/ (4)16d NAILS (20 P.T. IF IN CONTACT W/ CO ALTERNATE FLR. 7/16" MIN. STRUCTURAL WALL SHEATHING TRUSS END RAILS IN LIEU OF 2x4 BLKG. BTWN, RAILS AS PART OF FLR. TRUSS END CONST. 2x4 ST #2 STUDS § 16" O.C. � 3('4' PLYWOOD j F�OCR PRE—ENG'D. FLOOR j TRUSSES 9 24" O.C. TOP CHORD OF /6LOT. CHORRDSOF FLOOR TRUSS -G,-,-SUM BOARD �LAILER 2x4 DIAPHRAM BLOCKING 9 24" O.C. CONTINUOUS ACROSS 1st (2) TRUSS BAYS CONNECT TO EA, BOTTOM CHORD IN/ (4) 10d NAILS HETA20" STRAP ® 24" O.C. PROVIDE SOLID 2x4 BLOCKING BETIWEN TOP & BOT. CHORDS 14HERE STRAP DOES NOT ALIGN W/ TRUSS VERTICAL ALT. DETAIL @ FLOOR TRUSS PARALLEL TO MALL KUU` IKunln U AT 24" O.C.- W,/ (2) i 6d M4 TOE -NAILED TO SIMPSC 2x STUDS A 16' O.C. FLR. TRUSS )F PLAN FOR REQ'D P AT EA. MEMBER EFER TO HEADER _S 91 FOR SIZES 1,,iDSON °OS°" AT 16" O.C. ROSS HDP,. SPAN MPSON 1STA24" STRAP AT R. STUD TO BEAM x4 OR 2x8 Rli i BD. BT1, I. R. TRUSS -- CONNECT TO ;USS W/ (4)154 NAILS (2x4) (6)'15d NAILS (2x6) 2x4 P.T. RIM BD, BTWN. FLR. TRUSS -- CONNECT 0 TRUSS W/ (4)164 NAILS DBL. 2x1 SOLID BLKG. BELOW HDR. STUDS OF OPNGS. > 5'-0" AT 24" O.C. MAX. AT lilil`Ri. DLI.'LI\ ��\ I. 7v11LL Ip FLR. TRUSS PERP. TO WALL OR 24" O.C. AT GABLE LEND TRUSS S T)'. P;C T. F R A IVi L WALL CCNNELC I C1 DL TAIL SHINGLES (ATTACH W/ GALV. ,METAL ROOFING NAILS PER NIANUF. INSTALLATION DETAILS) OVER 157 FELT (2" SIDE LAP j 4" END LAP AND CTAP NAILS Al "' O.C.-EDGE, 24" O.C.-FIELD) ON 7/'i6" SPAN RATED STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE-ENG'RED ROOF TRUSSES AT 24" O.C. HURR. STRAP AT EA. TRUSS _ 1` F— SEE ROOF PLAN PER CONT. 2x4 DBL. PLAT 4Jf ELEV. SIMPSON SP2 AT EA. STUD s DRIP EDGE LE OVER FASCIA FASCIA MATERIAL - 2x4/2x6 SUBFASCIA REFER TO SUBD. SPECIFICATIONS FOR FASCIA MATERIAL CONT. ALUM. VENTED SOFFIT 7/8" THK. CEMENT PLASTER OVER 7/16" MIN. STRUCTURAL WALL SHEATHING -SEE DETAIL FOR REQ'D. NAILING PATTERN CONT. 2x4 TOP RAIL -CONNECT TO FLR. TRUSS W/ (4)164 NAILS - 2X4 WOOD BLOCK BY TRUSS MANUFACTURER CONT, 2x4 PT BOTTOM RAIL -CONNECT TO FLR, TRUSS W/ (4)16d NAILS CONTINUOUS PVC MID INALL STUCCO WEEP SCREED SIMPSON "HETA20" AT EA. TRUSS FILL ALL HOLES W/ NAILS (TRUSS PARRALLEL TO WALL -STRAP AT EA. VERT. CHORD (24" O.C. MAX.) 8x8x16 CONC. KNOCKOUT BLK. TOP COURSE - FILL W/ CONC. AND 1-#5 BAR CONT. 1/2" EXTERIOR PORTLAND CEMENT PLASTER OVER 8" C.M.U. NO STRUCTURAL MEMBER OR BLDG. SERVICE SHALL PENETRATE THE FIRE RATED SHAFT WALL BETWEEN UNITS. ASPHALT SHINGLES ON STRUCTURAL SHEATHING 4'-0" MI`LEACH SIDE OF CENTER LINE OF WALL - — (SEE ROOF NAILING PATTERN) PROVIDE FIRE RETARDANT TREATED WOOD ROOF AND PRE-ENG'RED ROOF SHEATHING TRUSSES AT 24" O.C. '"PROVIDE CONT. FIRE" CAULK OR RAKE TIE BEAM IN/(1) 0S CONT. FIRE WOOL @ ROI SHEATHING w MAINTAIN .'_" CLIARAN AND RAKE BEAM CONSTRUCTION TO REB,AR FROM TOP OF BEAM JOINT R-38 INSULATION c Gy 112 PSUM BD. 12" DIAPHRAM AREA FASTE\! 4',+i� 5d NAILS .AT 1" O.C. REMAINDER Al 7" O.C. R-11 MIN. INSULATION - REFER TO ENERGY CALCULATION FOR REQUIRED INSULATION R -VALUE 2x4 SYP STUDS AT 16" O.C. 9 8'-1 1/8" WALLS 2X6 SPF STUDS AT 16' O.C. 9 WALLS > 8'-1 1/8" H. CONT. 2x4 PLATE 3/4" T&G PLYWOOD FLOOR -NAILED & GLUED W/ 8d NAILS AT 12" O.C. IN FIELD /<< AND 6" O.C. AT PANEL EDGES PROVIDE DRAFTSTOPPING TO SEPARATE CEILING ,AREAS NO GREATER THAN 500 S.F. Q z II II � II II n II 4" — r -uvu v.\V 24" O.C. (N1, I/2" GYPSUM BD. `--R-35 INSULATION 112" GYPSUM BD. SINGLE 8x8x16 CONC. S 7 4'-0" (5/8" TYPE "X" GYP. BD FOAM CORE FILL INSULATION IN ALL OPEN DIAPHRAM AREA 0 GARAGE CEILING W/ Z, DOUBLE 8x5x16 CONC. FASTEN W/ 5d NAILS AT 4" O.C. LIVING AREA ABOVE) II REMAINDER AT 7" O.C. II \_PRE-ENG'RED. PRECAST CONC. LINTEL 0 1-#5 BAR CONT. ABU. TYP. WDW. AND DOOR OPNGS. UJ - FILL W/ CONC. AND SEE PLANS FOR LOCATIONS AND TYPES �z II 1112" DRYWALL OVER 1x2 P.T. (MIN.) z o AT 24" O.C. (MAX.) CD it CORE -FILL 500 FOAM INSULATION IN ALL o II OPEN CMU WALL CELLS - REFER TO z O ENERGY CALCULATION FOR R -VALUE O U) li 75 VERT. BAR TIED INTO 75 BAR co o z DOWEL AND TOP COURSE REBAR DIMENSIONS it 6 kr AT EA. REINF. CONC. FILLED BLOCK TO BE REPORTED IICELL AS LOCATED PER PLANS VERT. BAR TIED INTO #5 BAR II PRECAST WDW. SILL - TYP. AT STD. WDW. OPNG. —3 1/2" MIN. CONC. SLAB (2500 PSI) Ilp i MIN. / W/ FIBERNIESH OR 6x6 10/10 WWM II II OVER VAPOR BARRIER II co ii FINISH GRADE CLEAN COMPACTED z II EARTH FILL 75 BAR DOWEL TIED TO _ MONOLITHIC SLAB EDGE FTG. REBAP, AT EA. I 20" FOOTING PER SLAB PLAN REINF. FILLED CELL AS �,{IN. LOCATED PER SLAB PLAN TYP. EXT, 2 -STORY WALL SECTION SCALE: 1/2"=1'-0" RADIANT BARRIER PRE—ENGINEERED ROOF TRUSSES AT 24" D.C. 1 D7 a 1 " MIN, CONC. SLAB (2500PSI) G`1 FIBERMESH i OR 6x6 10/10 WWM OVER VAPOR BARRIER CLEAN COMPACTED EARTH FILL MONOLITHIC SLAB FOOTING PER SLAB PLAN TYP. UNIT SEPARATION MALL SECTION AT ROOF TRUSS PARRELLEL TO FRAME WALL SCALE: 1/2"=1'-O" LATEST REVISION DATE TO MASTER: 02-15-1'0 �Q Lr) O I/2" GYPSUM BD. `--R-35 INSULATION CPRE-ENG'RED. FLR, TRUSSES AT SINGLE 8x8x16 CONC. S 7 FOAM CORE FILL INSULATION IN ALL OPEN KNOCKOUT BILK. COURSE lqr- DOUBLE 8x5x16 CONC. DMU WALL CELLS - REFER TO ENERGY N - FILL INN CONC..AND BT NN. AD . UN TS CALCULATION FOR R -VALUE 0 1-#5 BAR CONT. J UJ - FILL W/ CONC. AND �z 1/2" DRYWALL OV'EP, DBL. 1x2 P.T. o � AT 24" O.C. (MAX.) 8x8x15 2 HR. FIRE --RATED O Vj.0 O U) o CMU WALL co o z =. DIMENSIONS U O J TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! VERT. BAR TIED INTO #5 BAR m x �5 OWEL AND TOP COURSE DEBAR AT c co EA. REINF. CONC. FILLED BLOCK CELL (MIN.) AT 24" O.C. (MAX.) C> AS LOCATED PER PLANS 0 0 8x8x16 2 HR. FIRE -RATED 3/4" T&G PLYWOOD FLOOR -NAILED & 26 CONT. P.T. 4U% (1) ROWSGLUED CMU WALL W/ 8d NAILS AT 12" O.C. IN FIELD CID 0 OF 1/4"x 2-3/4" TAPCONS AT z AND 6" O.C. AT PANEL EDGES 12" O.C.- STAGGERED PROVIDE DRAFTSTOPPING TO SEPARATE CEILING L10WEL AND TOP COURSE'REBAR AT 3/4" PLYWOOD N r AREAS NO GREATER THAN 500 S.F. DECKING 1 D7 a 1 " MIN, CONC. SLAB (2500PSI) G`1 FIBERMESH i OR 6x6 10/10 WWM OVER VAPOR BARRIER CLEAN COMPACTED EARTH FILL MONOLITHIC SLAB FOOTING PER SLAB PLAN TYP. UNIT SEPARATION MALL SECTION AT ROOF TRUSS PARRELLEL TO FRAME WALL SCALE: 1/2"=1'-O" LATEST REVISION DATE TO MASTER: 02-15-1'0 �Q Lr) O �r CPRE-ENG'RED. FLR, TRUSSES AT Z 24" O.C. NIAX. STAGGERED lqr- DOUBLE 8x5x16 CONC. > BT NN. AD . UN TS KNOCKOUT BILK. COURSE J UJ - FILL W/ CONC. AND �z 1/2" GYPSUM BD. 1-#5 BAR CONT. � z O CORE -FILL 500 FOAM INSULATION IN O U) o DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE ALL OPEN CMU WALL CELLS DIMENSIONS U O J TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! m 1/2" DRYWALL OVER DBL. 1x2 P.T. c o (MIN.) AT 24" O.C. (MAX.) 0 0 8x8x16 2 HR. FIRE -RATED coX CMU WALL CID 0 ##5 VERT. BAR TIED INTO ##5 BAR o L10WEL AND TOP COURSE'REBAR AT r EA. REINF. CONC. FILLED BLOCK CELL AS LOCATED PER PLANS 1 D7 a 1 " MIN, CONC. SLAB (2500PSI) G`1 FIBERMESH i OR 6x6 10/10 WWM OVER VAPOR BARRIER CLEAN COMPACTED EARTH FILL MONOLITHIC SLAB FOOTING PER SLAB PLAN TYP. UNIT SEPARATION MALL SECTION AT ROOF TRUSS PARRELLEL TO FRAME WALL SCALE: 1/2"=1'-O" LATEST REVISION DATE TO MASTER: 02-15-1'0 �Q O }' U � � cfl z o0 �Lo co Lu C)cjCD� U rn m O <�C7 C LL C.0 N LL LLI CLl Lr) O �r Z lqr- w > Q J UJ oo �z ui ni � z O O U) O }' U � � cfl z o0 �Lo co Lu C)cjCD� U rn m O <�C7 C LL C.0 N LL LLI CLl Lr) O �r lqr- w > W J ui ni C) Ill O U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE 'ER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! D3 M/I ORLANDO L,