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HomeMy WebLinkAbout2736, 2738, 2740, 2742 River Landing Dr (a)F-1 F7 __1 F-] F7 __1 F7FIF7 EEIL] El El El DEIE F-IDEIF-1 I�w� M4. :I 1 1111'', 11�1111 . ............... .FA"I lk . ABV. ABOVE GA. GAUGE RM. ROOM A/C AIR COMPRESSOR G.F.I. GROUND -FAULT CIRCUIT R.O. ROUGH OPENING ADJ. ADJUSTABLE 3136 INTERRUPTER RIS 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 HORIZONTAL SEPARATION: (PARRALLEL WALLS) 0 ft. to 6 ft (0 % OPENINGS) 1 (0%) N /A (0 INSUL. INSULATION SHkAIR. SHOWER C.L. CENTER LINE INT. INTERIOR SIN+1. SIMILAR C.ABT. CABINET LAM. LAMINATED SGD. SLIDING GLASS CLC. CEILING LAV. LAVATORY STD. STANDARD 'LR. CLEAR LUM, LUMINOUS TEMP. TEMPERED GLASS CONC. CONCRETE M.C. MEDICINE CABINET THK. THICK CPT. CARPET MFR. MANUFACTURER T.O.C. TOP OF CURB G.T. CERAMIC TILE MIN. MINIMUM T.O.P. TOP OF PLATE G.J. CONTROL JOINT MTD. MOUNTEQ T.O.S. TOP OF SLAB 3MU CONCRETE (MASONRY MTL. METAL TYP, TYPICAL UNIT U.N.O. UNLESS NOTED OTHERWISE N.I.C. NOT IN CONTRACT D. DRYER N.T.S. NOT TO SCALE VP. VAPOR PROOF DBL DOUBLE O.C. ON CENTER k'N'. WASHER DIA. DIAN-1ETER Dlft,l. DIMENSIONP.L. PROPERTY LINE WITH P.B. PUSH BUTTON WD. WOOD DISP. DISPOSAL PH. PHONE V1DV:'. WINDOW DP. DEEP PLYI,%D. PLYWOOD �+1"H `�:\,ATER HEATER DR. DOOR PR. PAIR V1�'.I. �:VROUGHT IRON D.S. DCA"%NSPOUT PT PRESSURE TREATED W. P. `,'VEATHER PROOF DTL. DETAIL DAN'. DISH�.I ASHER R. RISER RAD. RADI US EA. EACH R/A RETURN AIR GRILL ELEV, ELEVATION REF. REFRIDGERATOR ENG'D. ENGINEERED REV. REVERSE EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F. G. FIXED GLASS FIN. FINISH FLR. FLOOR FLR'G FLOORING FLUOR. FLUORESCENT FR. DR. FRENCH DOOR FTG. FOOTING MODEL: AREA WINDOWS CODE DESCRIPTION 0016 SINGLE HUNG - BLOCK 0026 SINGLE HUNG - FRAME 0030 FIXED GLASS - FRAME 834 734 0021 SLIDING GLASS DOOR - BLOCK 3136 2nd STY. LIVING 1 VMFLG VERTICAL - BLOCK 1 VMFIN VERTICAL - FRAME 3694 DOORS CODE DESCRIPTION 7 SINGLE/DOUBLE INSWING/OUTSVVING (2068, 2468, 2668, 2868, 6068) ENTRY 8'X7' GARAGE DOOR 51 51 MODEL: AREA Sheet Number BUILDING TYPE: 2 STORY TOWNHOUSE TAB U SIT UNITUIT U BIT UBIT ODAL 1st STY. LIVING 834 734 ?34 834 3136 2nd STY. LIVING 946 901 901 946 3694 TOTAL LIVING 1780 1635 1635 1780 6830 ENTRY 40 51 51 40 182 GARAGE 238 230 230 238 936 LANAI 41 NA NA 41 82 TOTAL U.R. 2099 1916 19161 2099 8030 HORIZONTAL SEPARATION: (PARRALLEL WALLS) 0 ft. to 6 ft (0 % OPENINGS) 1 (0%) CODE SUMI4I,ARY APPLICABLE CODES 1. FLORIDA BUILDING CODE 2007 — RESIDENTIAL 2007 & 2008 SUPPLEMENTS 2. FLORIDA BUILDING CODE 2004 — BUILDING; CHAPTER 13 — ACCESSIBILITY 3. NATIONAL ELECTRICAL CODE, NEPA 1-10, 2007 EDITION 4. FLORIDA FIRE PREVENTION CODE — 2007 EDITION Sheet Number BUILDING TYPE: 2 STORY TOWNHOUSE 0 Cover Sheet CONSTRUCTION TYPE: UNPROTECTED, UNSPRINKLED Elevations 2 FIRE PROTECTION RATING REQUIREi\,IENTS: 3 1st Floor Plan 4 REQUIRED PROVIDED 1. PARTY AND FIRE WALLS 2 HR. 2 HR. 2. INTERIOR BEARING WALLS 0 0 3. INTERIOR NON BEARING PARTITIONS PER 705.1.2 0 0 4. COLUMNS 0 0 5. BEAN,IS, GIRDERS, TRUSSES ,AND ARCHES 0 O 6. FLOOR CEILING CONSTRUCTION 2nd Framing Plan 14 7. ROOF CEILING CONSTRUCTION 0 0 S. EXTERIOR BEARING WALLS Detail Sheet D3 HORIZONTAL SEPARATION: (PARRALLEL 4V,ALLS) 0 ft. to 6 ft (0 % OPENINGS) 1 (0%) N/A (0--) OVER 6 ft 0 0 9. EXTERIOR NON BEARING 'WALLS HORIZONTAL SEPARATION: (PARRALLEL WALLS) 0 ft. to 6 ft (0 % OPENINGS) 1 (0%) N /A (0 OVER 6 ft 0 0 SHEET LIST S30003Hiji0 ST`iO11�Oln 1:01, 0 Z10 3101i-),'j`J1SN00 S�Vd d 3H1 NO SZJO`J�3 10 NIOLI J`1IC11 t�J b]3d33H � -O3J�0 ,' 13? 10J1-'0"1dfSSi 3HJ_ 1N3A32�d1-10 86 — )VHS dON'S3COD i�0i\IH0313 ?i31 iy��'30Nd P1 1 d0 ,INV 301S -,Ly S OLON CN >'�10Iv\ 3HE s'.. JM 033^08d Ol ASN 3 Vl1 I lf^ia3d 10.1�'Sa 4.r3 MHS aanss1 114VR;13d Q1d tQN00 QN7 zj- e, 31A53 1 :RaV 'S3a0'> 3H1 -�O S rO lb'�Oln 2171 10 uomjISN00 '_NVQ 6 31 LL tam, �ICd:J3 dO NGI. _ S'11 4`JOud _LCM i `NIC -11^8 Hi 1N3fHd 1Si`i_a- b O _:CNV 1553 ,vI` 11t+0iidy�`3_L !3H_L ilaO .�7�7I ;II�OLIc� 'v JOO :vV C:SV IDS Sb a1•D0t� I_L 1:+ ..1=J 4V1 7H1 _ ^ -NV >i�jo;,\ 3H 3i lvl;. 01 lilcl0} lV C11LiSN0� Hi14\ C3300dd Ol 1S�L' 3a I� IS C7i15S1114VYJ7d 11'.N Ind 60J C31d=JJH .\T1�NOIlIQNC)o C11, O d� 1Tt \(3�1Q.N3d`1 3�(1 tJSNtt ♦ Sheet List Table Sheet Number Sheet Title 0 Cover Sheet 1 Elevations 2 Elevations Side -Rear 3 1st Floor Plan 4 2nd Floor Plan 5 Cross Sections 6 1st Electrical Plan 7 2nd Electrical Plan 8 Foundation Plan 9 Plumbing 10 1st Block Pian 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 MASTER: 01-10-12 rN N [`ij LO Zt �— CN 1 > T_ LU1 1 Lu B W 11] -,—' 0 ID LLJ 0 C!? Cl) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/1 HOMES FOR CLARIFICATION! 0 0flyrj M11 ORLANDO 0 Q ~ � z U 0000 CO � C� pow^ M W �0_co LLB O p � w� U�a>� N M ��o Z � O J w p Ll- 0 W Z � O N [`ij LO Zt �— CN 1 > T_ LU1 1 Lu B W 11] -,—' 0 ID LLJ 0 C!? Cl) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/1 HOMES FOR CLARIFICATION! 0 0flyrj M11 ORLANDO 0 O i U 0000 CO � C� pow^ M W �0_co Q = Q W o U�a>� N M Z � O J < J LL L L 0 W N [`ij LO Zt �— CN 1 > T_ LU1 1 Lu B W 11] -,—' 0 ID LLJ 0 C!? Cl) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/1 HOMES FOR CLARIFICATION! 0 0flyrj M11 ORLANDO 0 LEXINGTON MEAN ROOF HEIGHT, +?J'—� TOP OF _)ND Sly. WALL PLATE — — — — — — +ls-9-9 ?/8" 2nd STY. FIV. FUR. +M'-3-31/4" TOP OF IST STY. SLK. WAIL UNIT "A" 4'-0" MIN. TYP. ALL 4' GALV. ,MR. OFF -RIDGE VENT 12 5I / SHINGLE ROOFING PRINCETON PRINCETON UNIT f9Bfq UNIT "B" 4'-0' 4 -0 I MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS 4' GALV. M L. OFF -RIDGE VENT ""� 4' GALV. ML. OFF -RIDGE VENT SHINGLE ROOFING SLOPE 5:12 SLOPE 5;12 "'N. SCORED LINE ALO�'!G SOFFIT=T`�. — — — — 4'-0' MIN. TV. ALL UNITS LEXINGTON UNIT "All 4' GALV. MTL. OFF -RIDGE VENT SHINGLE ROOFING - O co LEf 1 I BAND AT � z CLQ L u =1— o co Q = L ?'_e" 1EXTURED'�VALL FINISH 7'_ti° DOOR%i'(Di9. ( ?'-d" L LLJ Ld O �wry I TEXTU RED WALL FINISH 50UA E HOOD �OO IHOOD SQUARE ROOF W NT � �z = — — ROOF N0IT �o r N SLOPE 5;12 R � O C.J. '.J. SLOPE 5:12 -�ILI IL' TEXTURED WALL FINISH TOP OF OF SLS +O -0 TEXTURED ',PALL FINISH 0 a o 3'1111. SCORED ro BAND :AT DOOR/"NOW. SIDE ELEVATION A - "LEXINGTON" UNIT 1/4" = 1'-O„ E IL IE;tTIIP,ED WALL FINISH MEAN ROOF HEIGHT TOP OF ?ND STY. — _ '4ALL PLATE fid S FIN. FLP,. TOP OF 1ST STY. SLK. V' ALL -9'4' REAR ELEVATION 1/4" = l' -O„ IOP OF SLAS ot ELEV.) SIDE ELEVATION A - "LEXINGTON" UNIT, LATEST REVISION DATE TO FASTER: 01-10-12 2 of 114 F/I ORLANDO O co Q ~ U 0000 � z CLQ L u =1— o co Q = Q o WOp O �wry c— }° �OO W �z = �o r N R � O 2 of 114 F/I ORLANDO O co +� U 0000 � U oCw� ap CLQ L u =1— o co Q = Q o O CO c"l u - c— }° LLI m a_ CN CN 00 r N R � O I n/n'i L.L n _ n ' a --J LI Lu b to DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED H,IENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO ki/I HOMES FOR CLARIFICATION! 2 of 114 F/I ORLANDO El i a °-il" v1 141 1 n VIVI I U VIVI 1 u %.,1 111 , f 1st STY. FLOOR PLAN 20 DRY'NA SHEI NICHE_ DETAIL UNITS "B" / "C" / "D" 9 DRROUGH OPNG, NOTE 36718x63 WIDTH x HEIGHT (1N INCHES) AREA TABTOTAL UNIT UNIT UNIT UNNA BLDG. 1st STY. LIVING 834 734 734 834 3136 2nd STY. LIVING 946 901 901 946 3694 TOTAL LIVING 1780 1635 1635 1780 6830 ENTRY 40 51 51 40 182 GARAGE 238 230 230 2581 936 LANAI 41 N NA 41 82 TOTAL U.R. 2099 1916 1916 2099 8030 �i 1st STY FLOOR PLAN NO -1 ES: 1. ALL INTERIOR, FR41E WALL ARE DRAWN AND DIMENSIONED TO BE 3 1/2'- WIDE UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR BLOCK ,ARE SHOWN AND DIMENSIONED TO BE 7 5/8" WIDE UNLESS OTHERWISE NOTED. 3. ALL FULL HEIGHT BLOCK WALLS 'UITH NO OPENINGS BT10N. GROUTED FILLED CELLS ARE CONSIDERED SHEAR WALLS. 4. INDICATES FRAME BEARING WALL. WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO TALL GRAVITY LOADS ONLY. ALL UPLIFT LOADS ARE HANDLED BY QUICK -TIE INSTALLATION. SEE SHEET 11 FOR ADD'L. INFORhJATION 5. INDICATES FILLED REINFORCED VERTICAL BLOCK CELL - CONT. FROG+I FOOTING TO CALU, TOP COURSE 5. ® INDICATES 8" C�,IU WALL. TOP OF +9'-4" ABOVE TOP OF SLAB. INDICATES 2 -HR. FIRE SEPARATION 'V,ALL BTW�iI. UNITS. SEPARATION 'PALL CONTINUOUS FROM TOP Y SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUHBING, MECHANICAL, OR OTHER BLDG. SERVICE SHALL BE VilTHIN OR PENETRATE THE SEPARATION WALL. S. PROVIDE UL TESTED FIRE CAULKING ON ALL ELECTRICALPLUMBING AND b1ECH.ANICAL PENETRATION THROUGH RATED INALLS AND CEILINGS 9. VENT DRYER TO OUTSIDE THROUGH ATTIC OR ',PALL. 10. PROf1DE 24"w. WALL CAVITY, VOID OF STUDS, BEHIND WASHER FOR PLUMBING BOY .AND STACK. 11, PROVIDE 12"w. WALL CAVITY, VOID OF STUDS, AT SHOWER CONTROL VALVE LOCATION. 12. INSTALL TEMPERED GLASS IN ALL SHOIAER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS. 13. INDICATES ''rIND PRESSURE IN P.S.F. FOR !NlNDOW OPENING. 14. r G LINE" - INDICATES CHANGE IN FLOOR FINISH. 15, REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES. 15. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) W/ INALL MOUNTED HANGERS AT LOCATIONS SHOWN. LATEST REVISION DATE TO MASTER: 01-10-12 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M11 HOMES FOR CLARIFICATION! 1< 3 of 14 M/I ORLANDO Q ~ co CO � Z C-5 z L U oou�w� C13 Lu ro oo�ro W Op = aw=o :Lw � o0 C� w 1 LL. � N LL � = W C r Q z �0 � O .E W DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M11 HOMES FOR CLARIFICATION! 1< 3 of 14 M/I ORLANDO o co CO � C -I i C-5 z L U oou�w� C13 Lu ro oo�ro = aw=o :Lw 11 9f C� ® 1 LL. � N LL S -w--� 11 W C r Q �0 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M11 HOMES FOR CLARIFICATION! 1< 3 of 14 M/I ORLANDO i co R C -I i clq 11 9f LU- 1 11 � �0 .E W �i CJI DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M11 HOMES FOR CLARIFICATION! 1< 3 of 14 M/I ORLANDO %I, n" vl141 I r\ uIVI 1 v \Jltll 1 V 7/8 r/ PLA E�'PANDECi IVIL II -\L L,7I I I UIN I I VL I\ 2nd STY. FLOOR PLAN 114" ��I�_u111 IP PrATFi1 i /1! " FIPF PFTAPnANIT CPFATU11U' BOLT INSTALLATION NOTES: WASHER PLUMB'GBOK 24' VOID Z STACK i PLACE DBL. STUD .ADJ. TO / DBL. W VENT PIPE STUD STUD S�ACING DETAIL @WASHEr% R IAV/% '1" RND. &SHER ,IA. DRILLED & CLEANED HOLE (4" `JIN. EMBED INTO DIJU ��/ALL) 3" MIN. EDGE DISTANCE ® BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION MALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL Tyrf", CMU TO FRAME WALL [DETAIL AT SEPARATION WALL WDRROUGH OPNG, NOTE 36718x63 WIDTH x HEIGHT (IN INCHES) WALLLEGEND INDICATES 2x4 BEARING WALL IN/ QUICK TIE SYSTEM HOLDDMNMS FROM TOP OF IST L� STORY BLOCK WALL TO SECOND STORY TOP PLATE, SEE SHEET 11 FOR ADD'L. INFO RIiATIOPI INDICATES 2x4 BEARING WALL ,ABOVE LAM. BEAM. PROVIDE STRAPPING PER DETAIL #5 ON SHT. 12 INDICATES 2 -HR. FIRE SEPARATION WALL BWNN. 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 SEPARATIOP! 'WALL. REFER TO SEPARATION SMALL DETAIL(s) FOR ADDITIONAL INFORiMATION, AREA TAB UA UNIT UNIT UNIT g TOTAL 1st STY. LIVING 834 734 734 834 3136 2nd STY. LIVING 946 901 401 946 3694 TOTAL LIVING 1780 1635 1635 1780 6850 ENTRY 40 51 51 40 182 GARAGE 238 230 250 238 436 LANAI 41 NA NA 41 82 TOTAL U.R. 2049 1916 1916 2049 8030 SECOND STORY PLAN NOTES: 1, DRYER VENT BOX - VENT THRU ROOF. 2. 24" W. WALL CAVITY, VOID OF STUDS, FOR WASHER BOX AND STACK. 3. 12" W. WALL CAMTY, VOID OF STUDS, FOR SHOWER VALVE AND/OR HEAD. 4. HARZ.ARDOUS GLAZING LOCATION, INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND/OR WINDOWS. 5. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DCvIENSIONS ONLY. ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION. ALL FRAME WALLS ,ARE DRAWN AND DIMENSIONED TO BE 3 1/2" WIDE UNLESS OTHERWISE NO ED. 6. PROVIDE DRAIN 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 WALLS FOR INSTALLATION OF INSULATION. LATEST REVISION DATE TO MASTER: 01-10-12 2E rl" rlK 0 O Lu Lu rn u) Lij0 O M Q ~ � z U 0000 z LO wL �w �� W o0 ���L0 �w� Lu moo pl A W < W C\l u- �z = o a � O ..moo CU LL] M O }' � � U 0000 z LO wL �w �� Lij ���L0 Lu pl A 0 < W C\l u- '� "° o a M DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO 141A I-MlES FOR OLARIFICATION! 1 ' 4 of 14 1 1 Mil ORLANDO 1 � ``R > Lij pl A LIJ —00 ..moo CU LL] LU O U' �co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO 141A I-MlES FOR OLARIFICATION! 1 ' 4 of 14 1 1 Mil ORLANDO HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" (38MM) BETWEEN THE WALL AND THE HANDRAILS FACE OF STUD WALL NNEE WALL - TOP .AT 42"\ 2'-3„ 3 LIPPER LANDING HU"'TIONTHRU UPPER STAIR - UNIT "W SEE SECTION / DETAIL SHTS. FOR ,ADD'L. INFOR�iMATION 3/4" PLYVJD. ON 2x12 FRMG AT TREADS PER PLAN 3'-2" TAIR SECTION AT UNIT PPBPP SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3 •'4° PLY a ON 2x8 JOISTS AT LANDING -\ TOP OF LANDING 3) 7 9/16" RISERS BEYOND mm' F7 m " o o GIRDER PER ¢ / & STAIRS TO BE GIRDER (BEYOND) FRAMING PLAN Z SUPPORTED SUPPORTED BY if4° PLS VOOD 1" NOSING i" NOSING W /L�FLOORING 3/4 PLl'WD. co ABOVE Q c �L�j RISER W BEARING J ¢ Q w = 2x12 TREAD 111 uALI J Z FLOOR TRUSS 12" OR LESS IN ,c 2x12 CARRIAGE --------------- - - ------- Q 3/4' PMVD. RISER / _ 0 SIDE WALLS / 2x8 STAIR LEDGER CONNECT TO co 1/2" DRYWALL FLOOR TRUSS W1 (2)104 NAILS AT `" 5 1,x'2" UNDER STAIRS- ;'' 6" O.C. MAX, OR EQUIVALENT 2x12 O TYPE '',4" IN o¢ i \ CARRIAGEz 4V1 SPACER o LEDGER Wry (2)104 TOE -NAILED COMMONS GARAGE S-� AT SIDE M o o m _ I I WALLS w CD S JII I I -CD `D o_ TREAD IMTH (4) 8d NAILS 79-'-4 1/2" 3r -5n � J -J GARAGE - FLOOR --J-------- -- -----= - - - - - - - - - HU"'TIONTHRU UPPER STAIR - UNIT "W SEE SECTION / DETAIL SHTS. FOR ,ADD'L. INFOR�iMATION 3/4" PLYVJD. ON 2x12 FRMG AT TREADS PER PLAN 3'-2" TAIR SECTION AT UNIT PPBPP SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3 •'4° PLY a ON 2x8 JOISTS AT LANDING -\ TOP OF LANDING 3) 7 9/16" RISERS BEYOND mm' F7 m " o o PER PLAN FULL HT. WALL OPEN RAILING ON CURB STAIR SECTION AT UNIT "C" SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 1 1,/2" DIAMETER CONT. HANDRAIL TYPICAL SECTION AT HANDRAIL BALUSTER SPACING MUST REJECT 4" DIA, SPHERE UP TO HEIGHT OF34"-BOTTOM RAIL OR CURB MUST REJECT 2" DIA. SPHERE STAIR TREAD AND RISER CALCULATION (2) RISERS + (11) TREAD = 24" (MIN.) TO 25" (MAX,) REFER TO FLOOR PLANT FOR NUMBER OF TREADS AND RISERS HANDRAIL 11T1-1 CIRCULAR CROSS SECTION DIAMETER Bid;N. 1 1l2" TO 2 OR PROVIDE CP,OSS SECiIONI OF EQUIVALENT GRASP .ABILITY PERFORMANCE NOTE: PICKETS SHALL BE PLACED NO GREATER THAN 4" O.C. w � ¢ ~ MINIMUM TREAD (NOT INCLUDING NOSING) = 9" WIDE Z if4° PLS VOOD 2x8 BLOCKING BEHIND HANDRAIL i" NOSING W /L�FLOORING 3/4 PLl'WD. co o Q c �L�j RISER W FLOOR TRUSS J ¢ Q w = 2x12 TREAD N J Z FLOOR TRUSS 12" OR LESS IN 0 2x12 CARRIAGE ��MAIL DEPTH ¢ Q +V/ SPACER AT = i ¢ � SIDE WALLS PER PLAN FULL HT. WALL OPEN RAILING ON CURB STAIR SECTION AT UNIT "C" SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 1 1,/2" DIAMETER CONT. HANDRAIL TYPICAL SECTION AT HANDRAIL BALUSTER SPACING MUST REJECT 4" DIA, SPHERE UP TO HEIGHT OF34"-BOTTOM RAIL OR CURB MUST REJECT 2" DIA. SPHERE STAIR TREAD AND RISER CALCULATION (2) RISERS + (11) TREAD = 24" (MIN.) TO 25" (MAX,) REFER TO FLOOR PLANT FOR NUMBER OF TREADS AND RISERS HANDRAIL 11T1-1 CIRCULAR CROSS SECTION DIAMETER Bid;N. 1 1l2" TO 2 OR PROVIDE CP,OSS SECiIONI OF EQUIVALENT GRASP .ABILITY PERFORMANCE NOTE: PICKETS SHALL BE PLACED NO GREATER THAN 4" O.C. w � ¢ ~ MINIMUM TREAD (NOT INCLUDING NOSING) = 9" WIDE Z if4° PLS VOOD 2x8 BLOCKING BEHIND HANDRAIL i" NOSING W /L�FLOORING TOP AT 39" ,ABOVE EDCE OF TREAD 0 Q �LLJ �L�j W FLOOR TRUSS J ¢ Q w = � N J Z FLOOR TRUSS 12" OR LESS IN zz 1x1D STRINGER ��MAIL DEPTH ¢ Q X = i ¢ � w / 2x8 STAIR LEDGER CONNECT TO O w FLOOR TRUSS W1 (2)104 NAILS AT 3/4" PL'lD. / ;'' 6" O.C. MAX, OR EQUIVALENT z O o O % CONNECT CARRIAGE TO o¢ Q w d i N u � N CJ ) 0 a, TOP OF LANDING �C- w N o E= 3/4" PLYND. ON 2x8 JOISTS AT LANDING 2x12 CARRIAGE AT SIDES AND CENTER OF STAIRS WITH 2x6 SPACER AT SIDE WALLS i CONNECT SPACER TO EA. STUD Wer` (2) 10d COMMONS 2x4 P.T. KIl PLATE TYPICAL STAIR SECTION SCALE: N.T.S. LATEST REVISION DATE TO FASTER: 01-10-12 2E r) C¢_ 0 0 LLI Z� LLJ c) LLJ �e TOTAL STAIR RUN Q ~ MINIMUM TREAD (NOT INCLUDING NOSING) = 9" WIDE Z if4° PLS VOOD 2x8 BLOCKING BEHIND HANDRAIL i" NOSING W /L�FLOORING TOP AT 39" ,ABOVE EDCE OF TREAD �LLJ 0 W FLOOR TRUSS LL0 = (2)2x4 TO BOTTOM OF Z FLOOR TRUSS 12" OR LESS IN � 1x1D STRINGER ��MAIL DEPTH 1" NOSING i 2xi2 IPEAD / 2x8 STAIR LEDGER CONNECT TO FLOOR TRUSS W1 (2)104 NAILS AT 3/4" PL'lD. / ;'' 6" O.C. MAX, OR EQUIVALENT z O o RISED % CONNECT CARRIAGE TO LEDGER Wry (2)104 TOE -NAILED COMMONS N ¢ STAGCERED EA, SIDE O L�j o m CONNECT PLYVvD. RISER TO ¢ TREAD IMTH (4) 8d NAILS 2x12 CARRIAGE AT SIDES AND CENTER OF STAIRS WITH 2x6 SPACER AT SIDE WALLS i CONNECT SPACER TO EA. STUD Wer` (2) 10d COMMONS 2x4 P.T. KIl PLATE TYPICAL STAIR SECTION SCALE: N.T.S. LATEST REVISION DATE TO FASTER: 01-10-12 2E r) C¢_ 0 0 LLI Z� LLJ c) LLJ �e U00 0?? coZ�,00 C6 W r � � O to QL=o �ZNc� U* O 1 LL L- w o � N CN 00 a�CN b ui l- ::D 0 C/? co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I FIOMES FOR CLARIFICATION! 1 1 e e 1 e 5 of 14 1 Mil ORLANDO Q ~ Z W Op �LLJ 0 W LL0 = Z � O U00 0?? coZ�,00 C6 W r � � O to QL=o �ZNc� U* O 1 LL L- w o � N CN 00 a�CN b ui l- ::D 0 C/? co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I FIOMES FOR CLARIFICATION! 1 1 e e 1 e 5 of 14 1 Mil ORLANDO cAtl CC m C L IN UNIT "A" ' ` UNI 1 "b" UiNi I n %allkill TV 1 st STY. ELECTRICAL PLAN - 1/4" ELECTRICAL LEGEND STANDARD SWITCH 3 WAY S ITCH 4 WAY SWITCH DIMMER SWITCH PUSH BUTTON DUPLEX OUTLET GFI G.F.I. DUPLEX OUTLET 4UP!GFI WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLO CEILING MOUNTED DUPLE( OUTLET _ Uc 1, UNDER COUNTER DUPLEX OUTLET ® CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER 0 PRE -WIRED JUNCTION BOX J FAN PRE-191RED FAN JUNCTION BOX - CEILING MOUNTED LIGHT FIXTURE CEILING MOUNTED-� APOR PROOF LIGHT FIXTURE tTi1C P.C. LGT. ATTIC PULL CHAIN P ,ECESSED LIGHT FIXTURE VP RECESSED -VAPOR PROOF LIGHT FIXTURE `O WALL MOUNTED LIGHT FIXTURE COACH -0 L T COACH LIGHT (PRE -WIRE AS NOTED) FLOOD LIGHT 0 1x 1'x4' FLUORESCENT LIGHTIINC 0 2x4 2'x4' FLUORESCEyTi LIGHTING m FLUORESCENTI STRIP C UNDER CABIND FLUORESCENT STRIP 'MALL MOUNTED INCANDESENT STRIP !tel E.F. EXHAUST FAN �{ LITE EXHAUST FAN WITH LIGHT Qc) SMOKE & CARBON MONOXIDE DEFECTOR j PRE-1'IIP SPEAKER E E:;�= ELECTRICAL PANEL �/C DISCONNECT C�Lij ELECTRICAL h,1ElEP TELEVISION OUTLET TELEPHONE Ja.CI� w NEI 4ORK JACK ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT SHOWN IS SCHE1MATIC. 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 "TAMPER-RESISTANT" PROI ECTION DB -'ICE. 4. ,ALL GARAGE OUTLETS SHALL BE G.F.I. 5. ALL SiMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED )N% BATTERY BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARN:1 WILL ACTUATE ALL .ALARMS. 8. 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 ViET LOCATIONS SHALL BE WEATHER RESISTANT TYPE DEVICES. 9. .ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, AS REO'D. LATEST REVISION DATE TO MASTER: 01-10-12 zw .© k I CO U co M LU Lo o LLL o O � m =�� Q W = o rn m Z N M cl)I � � J LC V �-{— 0 m C 00 CN 1 � O Iu 0 uj b CO __j w DO NOT SCALE PRINTS! CONSTRUCTION SIHALL BE PER INDICATED DIikIENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES FOR CLARIFICATION! 1 ' 6 of 14 1 1 Mil ORLANDO n" L f Y 1 1 If V 1 V 1 1 V co FIN. rol FIM. a 0 1011,11 I ® o _I 0 0 2-r5 BARS 3-"5 BARS CONT. Oil 1'-10" CONT. ON CHAIRS CHAIRS TYP.1-STY. 2 TYPrt 2—STY, SLAB EDGE SLAB EDGE VERIFY v DOOR !MAI UF. SLOPE BRC. HALL ► I �, o - �s ® ® ® , _ VIM (3)--i� t,�,. 0i1 CHAIRS BARS 15" COAT. ON I CHAIRS SLAB EDGE FTG, AT INT, FRAME BRGn BALL FTG, GARAGE DOOR OPNG. CURB ',41DTH AS STATED ON PLANS SLOPE 1 125 CONT. S„ PATIO/ENTRY SLAB EDGE SLAB PLAN 7 1/2- CURB VARIES I VARIES ?5 BAR 4" Al 24" O.C. Y7-' 4-u5 BARS 2'-0" CONT. ON CHAIRS RAISED CURB FTG. ' A , BT N. GARAGE INT. WALLS VARIES 0 "V-O- INT, CONT. I NON—BRGn SLAB SCEP DN, FSG. VAP.IFC 1" -Z5 BARS CONT. ON CHAIRS INT, SLK, WALL FTG. AT SLAB STEP DN, BT N. GARAGE & ADJ. UNIT INTERIOR HALLS b BAR 4" AT 24 O.C. I A-115 BARS 2'-0" CONT. ON CHAIRS I I TYPICAL FTG, INT. SEPARATION FALLS BRC. WALL VARIES 3-'S BARS ® ® ® CONT.OP1 CHAIRS INT. BRGn FALL FTG, AT SLAB STEP DN. 3" Cti WALL LL 5 BAR DOYrEL FIN. 0 ` PEA. �,EIPli . I. FILLED DELL GRADE Z n x Maso t ;TOP OF FTG. -i'-1 1/2" A.F.F. n 4CONI. Cox. 0O�iT. A 2'-0" I, FTG. s i STEM MALL DETAIL AT ENTRY TYPICAL EDGE ME ® ® PIPING PIPE (5 DIA. MAX.) SLEEVE (DIA. LARGER THAN PIPE) TYP, PIPE THRU FTG, DETAIL AS REQ'D, STbiI 'S IOPJO ""0 ATE E;t 1,10 STEM ;VALLA TG. DEPTH OF REBAR 2'-1" INTO MONOLITHIC MONOLITHIC SLAB SLAB EDGE EDGE TO 'MATCH LOT. OF STEM 'BALL i FTG. -� STEM WALL FTG. REB,ARS Q PAVERS OP SOIL CElIENT f SAND SASE FIN. II\� GRADE BRICK PAVER DETAIL STEL FALL FTG, TO MONO SLAB EDGE TRANSITION FOUKATION NOTES: J. 12 INDICATES FILLED CELL W/ 5,000 PSI GROUT W/ 1-95 REB,AR UNLESS NOTED OMR','a1SE. 2. DO NOT SCALE PRINTS! CONSTRUCI FROM CALCULATED DII,ILNSIONS ONLY. ANY DISCREPANCIES TO BF REPORTED TO M/1 HOMES FOR CLARIFICATION. 5. REFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING ;'TALL, .AND CONCUIT UNDER SLAB LOCATIONS. 4. AC PADS TO BE 12" MIN. CLEARANCE FROM SLAB EDGE. 5. T.O.F. = TOP OF FOUNNIC 0 0 e LATEST REVISION DATE TO MASTER: 01-10-12 w ui i CIL ry (D0 W W �co ui0 VAP,IES VARIES VARIES Q ~ coo LANAI SLAB z r'�7 OR ENTRY - 4„ 3-;;5 BARS ® PAVERS CONT. ON �3-u5 BARS CHAIRS CONT. N CHAIRS RAISED CURB FTG W 3 °® AT GARAGE EXT. � "ALLS SLOPE 1 125 CONT. S„ PATIO/ENTRY SLAB EDGE SLAB PLAN 7 1/2- CURB VARIES I VARIES ?5 BAR 4" Al 24" O.C. Y7-' 4-u5 BARS 2'-0" CONT. ON CHAIRS RAISED CURB FTG. ' A , BT N. GARAGE INT. WALLS VARIES 0 "V-O- INT, CONT. I NON—BRGn SLAB SCEP DN, FSG. VAP.IFC 1" -Z5 BARS CONT. ON CHAIRS INT, SLK, WALL FTG. AT SLAB STEP DN, BT N. GARAGE & ADJ. UNIT INTERIOR HALLS b BAR 4" AT 24 O.C. I A-115 BARS 2'-0" CONT. ON CHAIRS I I TYPICAL FTG, INT. SEPARATION FALLS BRC. WALL VARIES 3-'S BARS ® ® ® CONT.OP1 CHAIRS INT. BRGn FALL FTG, AT SLAB STEP DN. 3" Cti WALL LL 5 BAR DOYrEL FIN. 0 ` PEA. �,EIPli . I. FILLED DELL GRADE Z n x Maso t ;TOP OF FTG. -i'-1 1/2" A.F.F. n 4CONI. Cox. 0O�iT. A 2'-0" I, FTG. s i STEM MALL DETAIL AT ENTRY TYPICAL EDGE ME ® ® PIPING PIPE (5 DIA. MAX.) SLEEVE (DIA. LARGER THAN PIPE) TYP, PIPE THRU FTG, DETAIL AS REQ'D, STbiI 'S IOPJO ""0 ATE E;t 1,10 STEM ;VALLA TG. DEPTH OF REBAR 2'-1" INTO MONOLITHIC MONOLITHIC SLAB SLAB EDGE EDGE TO 'MATCH LOT. OF STEM 'BALL i FTG. -� STEM WALL FTG. REB,ARS Q PAVERS OP SOIL CElIENT f SAND SASE FIN. II\� GRADE BRICK PAVER DETAIL STEL FALL FTG, TO MONO SLAB EDGE TRANSITION FOUKATION NOTES: J. 12 INDICATES FILLED CELL W/ 5,000 PSI GROUT W/ 1-95 REB,AR UNLESS NOTED OMR','a1SE. 2. DO NOT SCALE PRINTS! CONSTRUCI FROM CALCULATED DII,ILNSIONS ONLY. ANY DISCREPANCIES TO BF REPORTED TO M/1 HOMES FOR CLARIFICATION. 5. REFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING ;'TALL, .AND CONCUIT UNDER SLAB LOCATIONS. 4. AC PADS TO BE 12" MIN. CLEARANCE FROM SLAB EDGE. 5. T.O.F. = TOP OF FOUNNIC 0 0 e LATEST REVISION DATE TO MASTER: 01-10-12 w ui i CIL ry (D0 W W �co ui0 Q ~ coo � � z L ~ � Uj w n ca W oo"� Z!— W 75 °® Op � on BOO Lu W ULo �z = Q - LLJ � O U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ,ANY DISCREPENCIES TO BE REPORTED TO Y l o coo � O U cfl Z o0 L ~ � Uj w n ca W oo"� Z!— LU i cp02U,✓ °® _ Q LLJ co on O J o � (/) CSI LL LLJ m � Q - 00 n � O I LLJ --jQ LU i °® Q) LLI LLJ O U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ,ANY DISCREPENCIES TO BE REPORTED TO Y l HOMES FOR CLARIFICATION! J 8 of 14 M/I ORLANDO c �o PLUMBING & UNDERGROUND PLAN INDICATES MIN. ?—HP,. FIRE SEPARATION WALL BTWN. UNITS. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG, SERVICE SHALL BE YJITHIN OR PENETRATE THE SEPARATION WALL. REFER, TO SEPARATION WALL DETAIL(s) FOR ADDITIONAL INFORMATION. LATEST REVISION DATE TO MASTER: 01-10-12 2E rc 0 W ry w ® c() �. cl) Luo 0 0 I -- Z O p U Of LU 0 2F I O LL. T- 0 O U 00 �p Z a I— o cd LU ui o0E— = U) <wCNI =o J Z Cr7 Ur O LLLLcoNLL- LLI C6, 0 0- C co CN V I CD CD Lu o U) co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ,ANY DISCREPENCIES TO BE REPORTED TO M /I HOMES FOR CLARIFICATION! e 9 of 14 Mll ORLANDO V l r l 1 / \ V l Is f 1 V v. .. — 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 QUALITY PRECAST ARE ACCEPTABLE PER FL, PRODUCT APPROVAL. 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 RLL W/ CONC. 1-#5 L {b'IN. 5-1/2 BRC. ON ENDS) 3"H. RECESSED PRECAST � q, °U" LINTEL -UNFILLED W,/ 1R R� (MIN. 5-1/2" BRG. ON ENDS) 8"H. KNOCKOUT DAU TOP CDURSE FILL W/ CONC. & 1-#5 FELT PAPER OR SCREED! 0 o o UNFILLED CI{U COURSE(S) i 3"4. PRECAST "U" LINTEL- N UNFILLED (mlN. 4° BRG.ON ENDS) 3'4. RECESSED PRECAST R2 'U" LINTEL- UNFILLED (S41D1. 4' BRG. ON ENDS) 2R L% 3"4. KNOCKOUT CMU TCP . . COURSE FILL W1 CONC. & 1-,95 - r �r- 3"4. PRECAST OR PRESTRESSED R 'U" LINTEL-RLL'ii/ CNC. & 1-5 + ° (MIN. 5-1/2' ON ENDS) BRG. 3'4. RECESSED PRECAST L----� 303 U" LINTEL -FILL W/ CONC. & 1-p (MIN. 6-1/2° BRIG. ON ENDS)O3R ) ACI @ IS" O.C. 3"H. KNOCKOUT Ch1U TOP COURSE RLL W/ CONC. & 1-„,5 - 4 C61U COURSE(S) FILL CONC. o 0 PRECAST OR PRESTRESSED �R U' LINT L -RLL W/ CONC. & 1-45 q r (MIN. 5-1/2" BRG. ON ENDS) 3'4. RECESSED PRECAST L---- J "U" LINTEL -RLL W/ CONC. & 1-#5 R(MIN. 5-1/2" BIRO. ON ENDS) 4R 1st STY. MASONRY PLAN LATEST REVISION DATE TO MASTER: 01-10-12 w m z O v w O z z O n >y U Lu �o m U 00 Z I- M _ LL C.0 LLI < LLI _i 0 LL cl) c\i LL LLI M 00 C"A 1 � C) c) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M /i HOMES FOR CLARIFICATION! til 10 of 14 W ORLANDO 8'4. KNOCKOUT CMU TCO' • COURSE FILL W/ CONC. & 1-P o ?!i STIRRUPS IV 180' 400; N o ACI @ IS" O.C. 3°4. PRECAST OR PRESTRESSED U° LINTEL -RLL W/ CONC. & 1-�5 O5 (mIN. 5-1/2° BRG. ON ENDS) 4"4. CMU RLL W1 CONC. 3"4. PRECAST "U" LINTEL ON TOP COURSE RLL R;f W/ CONC. 1-n5 (mim. 6-i/2° BRG. ON ENDS) R 1st STY. MASONRY PLAN LATEST REVISION DATE TO MASTER: 01-10-12 w m z O v w O z z O n >y U Lu �o m U 00 Z I- M _ LL C.0 LLI < LLI _i 0 LL cl) c\i LL LLI M 00 C"A 1 � C) c) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M /i HOMES FOR CLARIFICATION! til 10 of 14 W ORLANDO V i Is 1 1 If . _ . _ . . 2nd STY. MASONRY PLAN LINTEL MOTES: 1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS. 2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI 9 23 DAYS 3. REBAR STEEL SHALL BE MIN. GRADE 40 DEFORMED. 4, LINTELS MANUFACTURED BY QUALITY PRECAST ARE ACCEPTABLE PER FL. PRODUCT APPROVAL. 5. ADD'L CONC. FILL Wj 1-#5 BAR IN "U" LINTELS IS ACCEPTABLE BUT NOT REQUIRED FOR LINTEL SECTIONS #2 AND #2R. UNTEE SECTIONS: 8"H. PRECAST "U' LINTEL L ON TOP COURSE FILL W/ CONC. 1-#5 s (h,11N. 6-1/2" BRG. ON ENDS) 8"H. RECESSED PRECAST J "U° LINTEL -UNFILLED W/ 1- 5�OIR 1 (MIN. 6-112 BRC. ON ENDS) 8'14. KNOCKOUT CMU TOP COURSE FILL W/ CONC. & 1 - FELT PAPER OR SCREEN -- co o UNFILLED CMU COURSE(S) 8"H. PRECAST "U" LINTEL - UNFILLED (MIN. 4" BP,G.ON ENDS) 8°H. RECESSED PRECAST "U" LINTEL -UNFILLED 2 (MIN. 4" BRG. ON ENDS) 8"H. KNOCKOUT CMU TOPl COURSE FILL Wf CONC. & 1-#5 L -- DhIU COLIRSE(S) FILL W/ CONC. _ o o co 3"H. PRECAST OR PRESTRESSED `_ 1 "U" LINTEL -FILL W/ CONC. & 1-p 1, (,MIN. 6-1/2" BRG. ON ENDS) j 1 ul 8"H. RECESSED PRECAST U" LINTEL -FILL W/ CONC. & 1-#5 ( d� (MIN. 6-1,x41' BRG. ON ENDS) @4R C �:. 8'H. KNOCKOUT CIMU TOP B'H, KNOCKOUT CMU TOP - COURSE FILL W/ CONC. & 1-75 -- 8°H. PRECAST OR PRESTRESSED o STIRRUPS W1 o "U" LINTEL -FILL W/ CONC. & 1-#5 ` e' 1 o (hIIN. 6-1/2" BRG. ON ENDS) 16" D.C. 8"H. RECESSED PRECAST O U" LINTEL -FILL Wj CONC. & 1-#5 6-12" BRG. ON ENDS) 03F�(,MIN. 8"H. PRECAST OR PRESTRESSED 8"H. KNOCKOUT CMU TOPl COURSE FILL Wf CONC. & 1-#5 L -- DhIU COLIRSE(S) FILL W/ CONC. _ o o co 3"H. PRECAST OR PRESTRESSED `_ 1 "U" LINTEL -FILL W/ CONC. & 1-p 1, (,MIN. 6-1/2" BRG. ON ENDS) j 1 ul 8"H. RECESSED PRECAST U" LINTEL -FILL W/ CONC. & 1-#5 ( d� (MIN. 6-1,x41' BRG. ON ENDS) @4R 4"H. CMU FILL W1 CONC B'H. PRECAST "U_ LINTEL ON TOP COURSE FILL �rj S4'f CONC. 1-;Z5 (MIN. 5-1/2" BRC. ON ENDS) 6 LATEST REVISION DATE TO MASTER: 01-10-12 0 Q ~ � Z :5 Q o CI ui o 2E -i o LIL Z Z 0 F- 2� U 0000 ~ � w� LIj LU � CIO Lu o0E--m = I— Or-a:U) Q = . W o U C.) rn d . 0 o m O < 52 co L Lu Of CL Q C 00 B'H, KNOCKOUT CMU TOP d Nzt n COURSE FILL W/ CONC. & 1-#5 0,00 o STIRRUPS W1 o ACI 180 HOOK o 16" D.C. 8"H. PRECAST OR PRESTRESSED "U" LINTEL -FILL W( CONC. 5 5 (MIN. 6-1(2" BRG. ON ENDS) 4"H. CMU FILL W1 CONC B'H. PRECAST "U_ LINTEL ON TOP COURSE FILL �rj S4'f CONC. 1-;Z5 (MIN. 5-1/2" BRC. ON ENDS) 6 LATEST REVISION DATE TO MASTER: 01-10-12 0 Q ~ � Z :5 Q o CI ui o 2E -i o LIL Z Z 0 F- 2� U 0000 ~ � w� LIj LU � CIO Lu o0E--m = I— Or-a:U) Q = . W o U C.) rn d . 0 o m O < 52 co L Lu Of CL Q a -E L Lu o � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! ° ° 1 of 14 ° M1,1ORLANDO C 00 d Nzt n f 0,00 LLL t a -E L Lu o � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! ° ° 1 of 14 ° M1,1ORLANDO LEXINGTON PRE—ENGINEERED ROOF Tp IJSS OR COidV. FP,AI,{ESI RAFTER SIMPSION "HE T:A20" STRAP .AT EA. TRUSS — NAILS PER SCHEDULE UNIT "A" 'HETA2O" STRAP NAILING SCHEDULE UPLIFT OF NAILS VALUE REQUIRED 1810 01104 Y SiOO (4)10d x 1 1. C',1U NALL TYPICAL TRUSS TO BLOCK WALL CONNECTION �\ 1 2 UNLESS OTHERV�,ISE NOTED CN THE PLAIN VUPLI-T LOAD REQUIREt.IENTS !3TAINE'� FRO,:I SEALED ENGINEERING DRAIhINGS RRO',i TRUSS I�iA,YIUF. FLUOR TRUSSES AT 24" O.C. MAX, PRINCETON UNIT "B" 2x4 CONT. R11,M BOARD AT TOP z BOT. CHORD COINNECT TO EA. FLR. TRU'S,S Vi/ (4)164 NAILS — SETBA K FACE OF RI',1 BOARD 12" FRO,,l 'hJU 'NALL �� FACE OF BLOCK 2" MIN. DIII,1ENSI0N Sl',WQON "HETA20" ANC IOFI TO STRAP FROti AT E... FLOOR TRUSS — FILL ALL (NAIL HOLES FACE OF BILK. WALL TYPICAL FLR, TRUSS / BEAM PERPENDICULAR TO CMU WALL 12 UPLIFT STRAP CONNECTION ' UNLESS OTHER'PilSE NOTED 31 THE PLAN 2�r 3 PLY 16" DP. FLAT GIRDER -RUBS 2 PLY SIMPSON 0,M28-7 i HAiNG=R .4/ (6) SDS i a e2 I ;'2 SCREWS TO TRUSS i (2435# h,W UPLIFT)— 3 ?LY-SlIMPSON LGWA98-3 HAi�GER t'1 6) SDS I 's t2 1 i'I S RE14S TO TRUSS) (3575 4';IAX UPLIFT) F'Lr'-kT GIRDER TRUSS TO CMU WALL — CONC BLOCI^; NALL CONNECT HANGER TO CMU ',','ALL W. SI1111PSON "TITEN HD" HANGER CONNECTION 1/12 PRINCETON UNIT "B" 2Y4 X' -BRACING A- L,:4 BOX FRAM' .AT 48" O.C. ?,1AX. 'u'i: OSE 4P" O.C. ',1At. lid SHEATHING EA. SIDE (CONNECT TO 24 1V++;' 16" DP. FLOOR //// FIRST (2) TRUSS BAYS — Bd NAILS .AT 6" O.C.) AT FIRST (2) TRUSS TRUSSES PER PLAT% CONNECT "'A. END OR b ,l�—�.Oh+d_�. 4.. CORNER 4;i; I ll0d / / (2)104 TOENAILS TO�PiAiLS 1 n' DF. CABLE AIBL EEIND FLR. PLAN OR — r' SETBACK FACE OF RIM BOARD 1/," FROM FACE OF BLOCK co aG. BLOC.K ',,';ALL— PRcaIDE sl',1Psorl "H I'��" ,� ALTERNATE ETA2 NOHOK AT 4 O.C. 1,1AX. — PROVIDE SOLID 2,4 BRACING BMN. 4" DIMEh1SION TO STRAP VERT. BLKC. BTINN. TRUSS TOP tc BOT. FROM FACE OF ELK. VIA�LL C;-10RDS SOP, NAILING FILL ALL 1dAIL FLR. TRUSSES HOLES PERIMETER WALL DETAIL �12 ; TRUSSES PARRALLEL TO WALL CMU SEPARATION 'NALL BTW�I. UNITS COililECTOP, VARIES—SEE PLAN FOR INFORMATION—' LEXINGTON UNIT "A" �\ TYPICAL FLR. TRUSS / BEAM 4 PARALLEL TO CMU WALL 1 Z UPLIFT STRAP CONNECTION U1dLESS OTHERYIISE NOTED ON THE PLAN �SI6,iPCON "I CT41'," OR QI 1IN-11F "I Ci?" F1 AT MAD GABLE END FLR. TRUSS Q OR -Mi. DENIM PER PLAN CENTER STRAP ON BOT, OF TOP PLATE � PARRALLEL TO "iMLL U � SETBACK FACE OF Lu mw �—TRUSS CSR BEAU 1;`2" WOp FROM FACE OF Bb" K cD C',1U WALL SI'v1PSO,l "HETA20" ANCHOR ¢z o 4" DIMENSION TO AT 'a" O.C. MAX.— PROVIDE i W SOLID 2x4 IERT. BLK . BTNN. TRUSS TOP LL- STRAP FROM FACE & BOT. CHORDS FOR NAILIIJG, CONC. OF BLK. WALL FILL .ALL NAIL HOLES BILK. �o W1 A.LL �\ TYPICAL FLR. TRUSS / BEAM 4 PARALLEL TO CMU WALL 1 Z UPLIFT STRAP CONNECTION U1dLESS OTHERYIISE NOTED ON THE PLAN �SI6,iPCON "I CT41'," OR QI 1IN-11F "I Ci?" F1 AT MAD dLAM. ULNILK 5IK.A� UN UUI. U IKUSJ UH REAM J )h 5"'•iIIN- EMBED J FILL' ALL NAIL HOLES 2ND STY FRAME WALL TO GIRDER ` 2 OR BEAM STRAP CONNECTION 1st STY. FRAMING PLAN IC DP. FLOOR TRUSSES ','! ',11D SPANBRC. FILL ALL NAIL HOLES SI';IPSON "HETA20" AT EA. FLR. TRUSS— FILL ALL NAIL FIIOLES FLR. TRUSS TO CMU MALL STRAP CONNECTION MID SPAN BEARING CONDITION 3PL' 16 FLAT GIRDER ? SI d?SOi,i °LG 3—SDS2.5" (21'l1 -d Sli�lKERS -0 COLU,iPN rig) SDS 1i4";<< 1, SCRE't'i5 TO GIBS 3.5 C SI+,IPSOI "HT ib" HOLDDOYON IN/ 5 S' THREADED .ROD TO SLAD—SET IN EPDXY FILLED TOLE .ti% 5" V11!N. E':1BED FILL ALL NAIL HOLES GIRDER TRUSS TO i 12 COLUMN TO SLAB CONNECTION LVL BEAI,1 OR ORDER PUSS —/• PER PLAIN CON" BLOCK 'WALL SI',1F'SO1d "HT116" HOLDDO'IJN 5.�S` THREADED ROD TORK. ',NALL SET IN EPl3XY FILLED HOLE W 5' 1:11!1. ELfBED FILL ALL NAIL HOLES BEAM /GIRDER TRUSS TO CMU WALL STRAP CONNECTION lo" DP. FLAT GIRDER TRII-SS OR 16" D°. FL PROVIDE AID SHUTS ,AS RE Q'D TO FILL GAP BT'•+iYL HAN GER AND TRUSS SI'.IPSON HJ16' j6) 1ud dA +IC. BLOCK LL ' EST HANGER TO !4 SI"1PSON %I SCREINS Ia TRUSS TO CMU WALL H� 12' HANGER CONNECTION '3" OP. FLAT GIRDER TRUSS OR 16" DP. FLOOR TRUSS °P,OME IND SHI',lS AS RE,,'D. TO FILL GAP B I r+N. HANGER AND TRJSS SIIIP'SON HU%6 OR H IZb 2 HANGER Its' (6) Mc' NAILS TO TRUSS —C:OiNC. BLOCX.. WALL Col, IECT H;,idGER TO CMJ V-YALL (_2) 1,1" "X2 . 4 SllfS"�N 'UE1d SCREWS TRUSS TO CMU WALL ` 2 HANGER CONNECTION FIIRAk'IING PLAN NOTES: 1. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED VALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALEDTRUSS DIAGRAMS. 2. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 3. INDICATES #2 SYP OR BETTER 2x4 BLKG. AT 48" O.C. BTVIIN. TRUSS BOT. CHORDS W (2)-16d COM'dONS TOE—NAILED EA. SIDE. (TYP. ,4T 1ST (4) TRUSS BAYS ,AT ,ALL GABLE ENDS UNLESS OTHERINISE SHO%il ON THE PLAN) 4. ALL OVERHANGS TO 8E 12" UNLESS OTHERWISE NOTED ON FR MINC PLAN OR ELEVATIONS. 5. PO4DE MIN. (2)-10d TOE—NAILED CO3MMONS AT EA. TRUSS BEARING EOTT041 CHORD TO TOP PLATE AT ALL FRADJE BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) S. ALL INTERIOR FRNME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REO'D.) . FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13" OF. GIRDER TRUSS OR BEAM. S. 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.PROV'IDE 2x12 LEDGER (BOTT01 AT TRUSS BRG. HT.) ',VF' (10) 10d FLAILS AT EA, VERT. STUD. I I. PROVIDE 2x4 LEDGER, AS REO'D. FOR FLOOR DECK FLAILING. 12.ALL GIRDERS SHOVAN SINGLE PLY. FOR CLARITY — SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF PLIES. DESIGN LOADS: ROOF LD,ADS: LIVE - 20 PSF. DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.) BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF. WIND SPEED - 120 MPH./3 SEC. GUST EXPOSURE CATEGORY - "C" - ENCLOSED BUILDING TYPE. FLOOR LOADS: LIVE - 40 PSF. DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF LATEST REVISION DATE TO MASTER: 01-10-12 �J 0 CONNECTING E.A. 2ND STY. STUD TO TOP PLATE Q ' CENTER STRAP ON BOT, OF TOP PLATE � Z U � U Lu mw WOp cD � I ¢z o BOO 0 i W WaW. OPENING LL- ®� f �!vl� PER PLAN �t ori �o I DBL. STRAP AT F - / EA. SIDE OF OPNG. I I f GIRDER TRUSS OR LVL BEA1,i PER PLAN J SIMPSOd 'HT716" ,', / N/,// SIMPSON "LSTA12" OR QUICK—TIE "LS12" FLAT STRAP /8" THREADED ROD / CONNECTING EA, 2ND STY, STUD TO GIRDER TRUSS OR T IN TOLp0� y F� ; i--1) Spril F ,� dLAM. ULNILK 5IK.A� UN UUI. U IKUSJ UH REAM J )h 5"'•iIIN- EMBED J FILL' ALL NAIL HOLES 2ND STY FRAME WALL TO GIRDER ` 2 OR BEAM STRAP CONNECTION 1st STY. FRAMING PLAN IC DP. FLOOR TRUSSES ','! ',11D SPANBRC. FILL ALL NAIL HOLES SI';IPSON "HETA20" AT EA. FLR. TRUSS— FILL ALL NAIL FIIOLES FLR. TRUSS TO CMU MALL STRAP CONNECTION MID SPAN BEARING CONDITION 3PL' 16 FLAT GIRDER ? SI d?SOi,i °LG 3—SDS2.5" (21'l1 -d Sli�lKERS -0 COLU,iPN rig) SDS 1i4";<< 1, SCRE't'i5 TO GIBS 3.5 C SI+,IPSOI "HT ib" HOLDDOYON IN/ 5 S' THREADED .ROD TO SLAD—SET IN EPDXY FILLED TOLE .ti% 5" V11!N. E':1BED FILL ALL NAIL HOLES GIRDER TRUSS TO i 12 COLUMN TO SLAB CONNECTION LVL BEAI,1 OR ORDER PUSS —/• PER PLAIN CON" BLOCK 'WALL SI',1F'SO1d "HT116" HOLDDO'IJN 5.�S` THREADED ROD TORK. ',NALL SET IN EPl3XY FILLED HOLE W 5' 1:11!1. ELfBED FILL ALL NAIL HOLES BEAM /GIRDER TRUSS TO CMU WALL STRAP CONNECTION lo" DP. FLAT GIRDER TRII-SS OR 16" D°. FL PROVIDE AID SHUTS ,AS RE Q'D TO FILL GAP BT'•+iYL HAN GER AND TRUSS SI'.IPSON HJ16' j6) 1ud dA +IC. BLOCK LL ' EST HANGER TO !4 SI"1PSON %I SCREINS Ia TRUSS TO CMU WALL H� 12' HANGER CONNECTION '3" OP. FLAT GIRDER TRUSS OR 16" DP. FLOOR TRUSS °P,OME IND SHI',lS AS RE,,'D. TO FILL GAP B I r+N. HANGER AND TRJSS SIIIP'SON HU%6 OR H IZb 2 HANGER Its' (6) Mc' NAILS TO TRUSS —C:OiNC. BLOCX.. WALL Col, IECT H;,idGER TO CMJ V-YALL (_2) 1,1" "X2 . 4 SllfS"�N 'UE1d SCREWS TRUSS TO CMU WALL ` 2 HANGER CONNECTION FIIRAk'IING PLAN NOTES: 1. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED VALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALEDTRUSS DIAGRAMS. 2. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 3. INDICATES #2 SYP OR BETTER 2x4 BLKG. AT 48" O.C. BTVIIN. TRUSS BOT. CHORDS W (2)-16d COM'dONS TOE—NAILED EA. SIDE. (TYP. ,4T 1ST (4) TRUSS BAYS ,AT ,ALL GABLE ENDS UNLESS OTHERINISE SHO%il ON THE PLAN) 4. ALL OVERHANGS TO 8E 12" UNLESS OTHERWISE NOTED ON FR MINC PLAN OR ELEVATIONS. 5. PO4DE MIN. (2)-10d TOE—NAILED CO3MMONS AT EA. TRUSS BEARING EOTT041 CHORD TO TOP PLATE AT ALL FRADJE BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) S. ALL INTERIOR FRNME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REO'D.) . FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13" OF. GIRDER TRUSS OR BEAM. S. 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.PROV'IDE 2x12 LEDGER (BOTT01 AT TRUSS BRG. HT.) ',VF' (10) 10d FLAILS AT EA, VERT. STUD. I I. PROVIDE 2x4 LEDGER, AS REO'D. FOR FLOOR DECK FLAILING. 12.ALL GIRDERS SHOVAN SINGLE PLY. FOR CLARITY — SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF PLIES. DESIGN LOADS: ROOF LD,ADS: LIVE - 20 PSF. DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.) BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF. WIND SPEED - 120 MPH./3 SEC. GUST EXPOSURE CATEGORY - "C" - ENCLOSED BUILDING TYPE. FLOOR LOADS: LIVE - 40 PSF. DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF LATEST REVISION DATE TO MASTER: 01-10-12 �J 0 L r 00 n � ui 1 t � C�$ .�--• Q) Ll UJI �:D 0 J S2 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES FOR CLARIFICATION! T 12 �f 1 MJI oRLANDo Q ~ � Z U � U Lu mw WOp cD � ww ¢z o BOO 0 Cj a> 'r W LL- ®� = �!vl� �t ori �o F - L r 00 n � ui 1 t � C�$ .�--• Q) Ll UJI �:D 0 J S2 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES FOR CLARIFICATION! T 12 �f 1 MJI oRLANDo 0 U � U Lu mw cD Q ¢z o 0 Cj a> 'r C5 o i ®� �!vl� �t ori L r 00 n � ui 1 t � C�$ .�--• Q) Ll UJI �:D 0 J S2 DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES FOR CLARIFICATION! T 12 �f 1 MJI oRLANDo INDICATES AREA ITI 17/16" FIRE RETARDANT TREATED WOOD ROOF SHEATHING - V i Is 1 1 V V i r 1 1 2nd STY. FRAMING PLAN- A DOUBLE K.O. BLOCKS 'N/ (1) ;`f5 D EA. COURSE del '/ '3" x 4" T TE 1 HD (8) ''4" ; ' 1,''?°-qDS SCREvVS +'d' GIRDER SIkIPSOid LGUvN10 HANGER #7 GIRDEIRTRUSS l ! �'CONNECTION DETAIL Sli'%PSON "H-10" THE AT EA. TRUSS - FILL ALL HOLES 'VITH 1,1 x i 1 i`?" 1'-011 S STRAP FOR UPLIFTS LIP TO 850 LBS. (LJ i,1T)12" STRAPS FOR UPLiFIS BT'4N. 860 AND 1720 LBS. ADD'L. STRAP TO BE INSTALLED ION OPPOSITE SIDE OF TRUSS I CPRE -ENGINEERED P,00 1// J TRUSS OR CONN. FRAIED RAFTER CONT. DBL FRN -IE BE.ARINC MALL, 2x TOP PLATE - BEA,' -I, OR GIRDER, TRUSS TYPICAL TRUSS TO FRAIIIEWALL, BEAM, OR FLAT GIRDER TRUSS UPLIFT STRAP CONNECTION UNLESS O HERY4SE idOTED ON THE PLAid SEE TYPICAL ',BALL SECTION FOR PLAT TO STUD 00�liiE TIOi�' UPLIFT LOAD REOUiRE�;!ENTS OBTAINED FRO,4J SEALED ENCNEERING D'AVOIGS c 0O i TRUSS 'v ANUF. Roof Girder Connector Schedule � J 0 Max. Max. Plan U coo Connector ZD� Uplift Gravity Mark Manuf. Model No. Qty.__ Load Load Fasteners / Remarks 1 SIMPSON MTS12 2 1720 (14) 10d x 1-1/2" EA. 2 SIMPSON LGT2 1 1785 z (14) 16d SINKERS AT WALL � O (16) 16d SINKERS AT GIRDER 3 SIMPSON MGT 1 3330 (1) 5/8" DIAM. BOLT & (22)-10d HDU4 1 3600 (10) - 1/4"x2 112" SDS SCREWS 4 SIMPSON HU28 1 575 2450 (6) - TITEN 114" x 2 314" TO CMU 4 1 Od x 1 1/2" TO TRUSS 5 SIMPSON HU28-2 1 1085 4350_C121- TITEN 1/4" x 2 3/4" TO CMU_ u) 6 10d TO TRUSS 6 SIMPSON HU410 1 1810 5085 LC718L-TITEN 1r4" X 2 3/4" TO CMU 10 10c1 TO TRUSS 7 SIMPSON LGUM410 1 3575 9620 8 TITEN HD 3/8" x 4" TO CN1U L(�------- -S 8 1/4" x 2 1/2" SDS SCREW- 8 SIMPSON HTT/6 1 3480 (1)5/8" DIAM. BOLT TO CMU OR ----- — -- --- _(18)16dTOSTUD MSTCINr140 1 3300 8L- TITEN '1,'4" x 2 3/4" TO CMU 22 16d SINKERS TO STUD 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 F2 OR BETTER 2x4 BLK'G. AT 48" O.C. BTWN. TRUSS BOT, CHORDS W'j (2)-16d COMMONS TOE—NAILED EA. SIDE. (TYP. AT IST (4) TRUSS BAYS AT .ALL GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN) 4. .ALL OVERHANGS SHALL BE 12" UNLESS NOTED OTHERWISE ON FRAMING PLAN OR ELEVATIONS. 5. PROVIDE MIN. (2)-10d TOE—NAILED COMMONS AT EA. TRUSS BEARING BOTTONI CHORD TO TOP PLATE AT ALL FRAME BP,G. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) 6. BEARING MALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.) 7. FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAM. 8. 1ST STY. OR 2ND STY. PLUMBING WALL OR TOILET FLOOR FITTING. 9. PROVIDE AC DUCT RUN THP,U FLOOR TRUSSES — MAXIMIZE OPENING AT CENTER OF SPAN 10. PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS ERG. HT.) N/ (10) 10d NAILS AT EA. VERT. STUD. 11. PROVIDE 2x4 LEDGER AS REQ'D, FOR FLOOR DECK NAILING. 12. SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES @ GIRDERS 13. PROVIDE MIN. 2 STUDS 9 GIRDER TRUSS LOCATIONS. r1F:;If;N I OAD.R,- Ru�r LIVE - 20 PSF. DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.) BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF. WIND SPEED - 120 MPH./3 SEC. GUST EXPOSURE CATEGORY - "C" - ENCLOSED BUILDING TYPE. FLOOR LOADS: LIVE - 40 PSF. DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF) LATEST REVISION DATE TO MASTER: 01-10-12 Aa � J 0 00 � Z U coo ZD� cCO o LO CtT = Lu R--- o 0 F- 1�0 = U) L.L.{ O Q LLJo �w� tj 1E or * ��O Of, 1 (D c:> <LLW cv LL i Lu 1 z � O Aa � J 0 00 �- 9 N U coo cCO o LO CtT = Lu R--- o 0 F- 1�0 = U) Q LLJo r" tj 1E or * = Of, 1 (D c:> <LLW cv LL i Lu 1 Aa DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISREPENCIES TO BE REPORTED TO `,,1' 11 HOMES FOR CLARIFICATION! 13 of 14 M/I ORLANDO � J � OO �- 9 N O r" LIQ Lu 1 Li IW I— 0 ::D Cl) I u) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISREPENCIES TO BE REPORTED TO `,,1' 11 HOMES FOR CLARIFICATION! 13 of 14 M/I ORLANDO DeST-9n N a. U905 Beanin Wall ftting-2 HR. ,, tmg-2" HR t. N7- lot w.$ 41 1. crt sinks*-- Variw ' desigis, claniftaton 0-2 12 hl . See C a te s cavi of �1q iub uTe 2. Matay-31ccks Wid b NUbed of morlm `, v /8 in, tbick, Of aDt less than - and m n 3-1 .p . of sand o PoWand wr ( opn ) and ot that 50 pomp fi,Aated n 'b merit vou rits staggered. 3 pt Simco I d 1/2 ' I n . W"heTe � nbustib m -bets � ' din piaster CLP - 5 ft -C -m" = of 1- fig-, Attac4ad to coy lo -.(Item 1). L -ry FittU corewe fided with tome a tided Su : _ t � 'm froce s� water reDekatt v . 3 x�� fte ulaso-'riw f% irsuwfolm or asiticano tiikid Partite se OIL Ad. Z41hr to tbssif 11cation. 5. klmi4 Shoff --- In, thick max, A ftwine heltIng attactim-d to vrcrete b (lt&m Corp.—Type Thermo * 8e Tjg the A ass n f4,long FORM It RAKED iIE BEAM BAR CONT.W/ 29 CLEARANCE TYP. r d STEP BLOCK WALL AS REQUIRED TO MAINTAIN !;11N. 3” DEPTH FOR RAKE IE BEAM V � c4 �4 d- a , 10 1 4 �d ✓� — 7 I I I I I i � I I I I � I I 1--3xH6 CONC. KNOCKOUT BLK. COURSE BOND BEAM FILL SOLID 4V/ CONC. & (1)115 BAR CONT. VLRTC.AL REINFORCED BLOCK CELL - FILL SOLID W/ CONC. (1)#5 BAP, CONT. FROM FTG. TO TOP OF RAKE TIE BEAM � 8 RADE TIE BEAD DETAIL Q4"// 3/4„=1'-O„ 30” LONG #5 BAR - 2" CLEARANCE FROM BOT. OF OVERHANG -7' / BEND BAP, ENDS I TO TIE TOGETHER SA'NCUT OUT BLOCK END CELL FACE TO INCREASE POUR DEPTH AT CENTER OF !TALL AT OVERHANGS 3x8x16 BLOCK WALL PER PLAN SIDE TO SIDE 5:12 SLOPE TO TOP OF RAKE TIE BEAM 11'-1 15/32° 12 ° 5 as 2'-4 1 /'3" SEE PLANS FOR LOCATION OF ` VERTICAL REINFORCED BLOCK CELLS - SPRING POINT 12 FILL SOLID W/ CONC. & 1#5 BAR CONT, FOR 5:12 SLOPE 5 FROM FTG. TO TOP OF RAKE TIE BEAM RAKE TIE BEAM 2 -0nr��; l -z7 -Z7 -z 7-z 7_2 x_ Z < ' I FORMED & POURED 0 INDICATES DOUBLE Bx3x16 CDNC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID N'l CONC. & 2#5 BARS CONT. TOP OF SLAB +0'-0" PREF. ELEV. 12 — �5 d 1 i a 1/171T1T.1/�/1/�I/1�1��1�/I11, INDICATES SINGLE 3x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM FILL SOLID IN/ CONC, & 1#5 BAR CONT. SEE PLANS FOR LOCATION OF �,ERTICAL REINFORCED BLOCK CELLS - FILL SOLID W/ CONC. & 1#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM INDICATES FORMED AND POURED RAKE TIE -BEAM MIN, 3" DP. W/ 1#5 BAR CONT, INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W% CONC. & 2;=5 BARS CONT. SEE PLANS FOR LOCATION OF VERTICAL REINFORCED BLOCK CELLS - FILL SOLID W/ CONC. & 1 #5 BAR CONT. FROhI FTG. TO TOP OF RAKE TIE BEAM kill! I ,I I.� m TOP OF SLAB +0'-0" (REF. ELEV 3'-4° ,I'-0° 27� c CIO 0 12 SINGLE Sx8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID J g4rr/ CONC. & 1#5 BAR CONT. a - 00 SPRING POINT FOR 5:12 SLOPE RAKE IE BEAM FORMED .& POURED OVERHANG LATEST REVISION DATE TO MASTER: 01-10-12 �J El INDICATES FORMED ,AND POURED a INDICATES FORMED AND POURED RAKE TIE-BE,AM MIN. 8" DP. ° a14 RAKE TIE -BEAM MIN. 8° DP. W/ 1#5 BAR CONT. W/ i#5 BAR CONT. SEE PLANS FOR LOCATION OF Q 1 VERTICAL REINFORCED BLOCK CELLS - .a SPRING POINT 12 i 2 SPR{NG POIPlT FILL SOLID 1V� CDNC. �. 1 �5 BAP, CONT. FOR 5:12 SLOPE 5 a FROM FTG. TO TOP OF RAKE TIE BEAM 5 FOR 5:12 SLOPE P,,AKE TIE BEAM 2'-0„ Q 2'-0° RAKE TIE BEAM O ` 11T1T1i��%�1�1TT1/Z/�i�T1/11/1/Z��i1T1T11� 1111T117//���.��1T1T1T1T1 11 y � w o FORMED & POURED VINDICATES SINGLE 3x3x16 CONC. KNOCKOUT BLOCK COURSE FORMED &POURED OVERHANG BOND BEAM - FILL SOLID ','I/ CONC. Pc i#5 BAR COAT' OVERHANG a CIO co O T i v �INDICATES DOUBLE Sx3x16 CDNC, KNOCKOUT BLOCK COURSE VINDICATES DOUBLE 8xBx16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W,% CONC. & 2#5 BARS CONT. BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT, TOP OF SLAB +0'-0" (REF. ELEV.) I I TOP OF SLAB +0'-0" (REF. ELEV. (�z ` SEPARATION WALL ELEVATION BTWN. UNITS "B" & "B" �4 1;,4„_ 1,_ 0„ O Jco �z 06 L U �U:Tw� ca W oo�r-O = co _ aw=o U U���' ry 0 Q [L N LL IF) Uj 01i �0 0 a_ 00 A � Lij i.JL.fI OI � O E LD �I Uj O Ci? DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO III HON,IES FOR CLARIFICATION! 14 of 14 M/I ORLANDO FLORIDA PRODUCT APPROVAL SCFIEDULE TAPCON INSTALLATION ANCHOR CHART STUD SIZE, MATL., MAX. AND O.C. SPACING HT. PRODUCTAPPROVAL CATEGORY SUB -CATEGORY MANUFACTURER DESCRIPTION STATE OF FLORIDA NUMBER STRUCTURAL CONNECTOR S@APSON STRONG-TiE CO. "H" SERIES HURRICANE TIESFL4?4 2x6 SYP AT 16" O.C. COMPONENT CONNECTOR STIPSON STRONG-TiE CO. "L" SERIES ANGLE CLIPS FL474 CONNECTOR SIMPSON STR DNG TIE CO. "AS" SERIES POST BASES IFL474 C ' MAX. CONNECTOR SIMPSON STRONG -TIE CO. ABU' SERIES POST BASES FL474 1 Od 5"L. x CONNECTOR SIMPSON STRONG -111E 00. "P% SEP17-S POST CPS FL474 SUFFICIENT TO AN. MIN. CONNECTOR, SIMPSON STRONG-nE CO. "EPC" SERIES POST CAPS FL474 10d x 31 CONNECTOR SIMPSON 7 S RDNG-TIE CO. "TUC' SERIES HANGERS FL1218 32.4 CONNECTOR SIMPSON STFDNG-TIE CO. HUS' SERIES HANGERS FL474 CONNECTOR SIMPSON STRONG -HE CO. HHUSC' SERIES HANGERS FL474- L474CONNECTORSIMPSON 27.4 CONNECTOR STPDNG-TIE CC). °EUS' IE FL474 CONNECTOR SMPSON STP.ONG-TIE CO. LST.A` SERIES FLAT STRAP TIES FL1901 BY SIDE WDWS. CONNECTOR SIMPSON STP,ONG-TIE CO. NITS' SERIES TVnST STRAPS FL474 W/ MULL BTWN. o CONNECTOR SIMPSON STRONG-TlE CO. MTSM" SERIES T4'8ST SFIAPS FL1423 CONNECTOR SIMPSON STP.DNG-TIE CO. SP" SERIES STUD PLATE TIES FL474 LOCATIONS CONNECTOR SIMPSON STP,ONG-TIE CO. "SPH' SERIES STUD PLATE TiES FL538 DOOR OPENINGS CONNECTOR SIMPSON STRONG -TIE CO. ETP' SERIES PLATE TiES FL474 CONNECTOR SIMPSON STRUNG-TiE CO. "LTA" SERIES TRUSS ANCHORS FL1423 CONNECTOR SIMPSON STRONG -11E CO. "HETA" SERIES TRUSS ANCHORS FL1901 80.0,1' TO 100" A , S . C. CONNECTOR SIMPSON STRONG -11E CO. "HGT" SERIES GIRDER TiEDOV�IS FL474 CONNECTOR SIMPSON STP.ONG-TIE CO. !GT' SERIES GIRDER TIEDOP,PIS FL1423 CONNECTOR SIMPSON STRONG i1E CO. LGT' SERIES GIRDER T1EDOWNS FL1423 CONNECTOR SIMPSON STRONG- 1E CO. HIT" SERIES TENSION TiES FL503 CONNECTOR SIMPSON STRONG -111E00. FID' SERIES HOLODOPM .ANCHORS FL503 CONNECTOR SIMPSON STRONG -HE CO. RHD' SERFS HOLL)D9,7N ANCHORS FL503 CONNECTOR UNITED STEEL PRODUCT--, LPTA' SERIES TRUSS ANCHORS FL859 CONCRETE LINTEL LOTT CONCRETE PRODUCTS PRECAST LINTEL % SEAM SECiONS FL1441 CONCRETE LINTEL WEKRY.A CONCRETE PRODUCTS P.',EGAST LINILLL % BEAM SECIUNS FLI41B ENGINEERED WOOD TRUSS -JOIST LAMINATE BEAMS & COLUMNS FL1630 ENGINEERED WOOD GEORGIA PACIFIC LAMINATEE BEAMS & COLUMNS FL2023-RI ENGINEERED WOOD BOISE CASCADE LAMINATE BEAMS & COLUMNS FL1644-RI ROOFING ASPHALT SHINGLES CERTAINTEED FIBER, LASS L.A!,IINATED SHINGLES 71544 ROOF TILE MONIER CONCRETE ROOF TILE FL550-RI ROOF TiLE HANSON CONCRETE ROOF TILE FL35C5-RI ROOF TiLE HANSON CONCRETE ROOF TILE FL3505-RI SOFFIT ALUMINUM SOFFIT KAYCAN LTD 12 VENTED ALUM SOFFITS FL4957 EXTERIOR SLIDING FLORIDA EXTRUDER - MILESTONE ALUM. SLIDING GLASS DOORS FL45-R2 DOORS SLIDING SI64DNTON ALUM. SLIDING GLASS DOORS F15350 SWINGING MASONITE FIBERGLASS ENTRY DOOR FL4665 SWINGING MASONITE FIBERGALSS PANEL DOORS FL466B SWINGING MASONITE FIBERGLASS FRENCH DOORS FL4665 SECTIONAL CLOPAY BUILDING PRODUCTS CO. RESIDENTIAL SECTIONAL GARAGE DOOR FL3026-RI aVINDOINS SINGLE HUNG FLORIDA EXTRUDER - MILESTONE ALUMINUM SINGLE HUNG 4MNDOW FL42 HORIZONTAL SUDER FLORIDA EXTRUDER - MILESTONE ALUMINU,i HORIZONTAL SLIDING 'WINDOW FL43P,2 FIXED FLORIDA EXi?UDEP, - MILESTONE ALUMINUM FiXED GLASS VANDOW FL44R2 MULLIONS FLORIDA EXTRUDER - MILESTONE ALUMINUM EXTRUSION FL3136-RI XED GLASS BLOCK PITTSBURG CORNING CORP. LASS UNIT MASONRY INSTALL W/ MOP.TAR FL1353 SINGLE HUNG SIMONTON WINDOWS ALLIVINUM SINGLE HUNG 'WINDOW FL5459 HORIZONTAL SLIDER I SIMONTON ' INDOWS 7LUN4INUM HORIZONAL SLIDING 441NDOW FL5458 FIXED I SIMONTON WINDOWS ALUMINUM FIXED CLASS WINDOW FL5460 0 HEIGHTS OF #2 STUDS EXTERIOR FRAME WALLS ONLY - EXPOSURE C TAPCON INSTALLATION ANCHOR CHART STUD SIZE, MATL., MAX. AND O.C. SPACING HT. STUD SIZE, MAIL., AND O.C. SPACING MAX. HT. 2x4 SPF AT 16" O.C. -5" 2x6 SPF AT 16" O.C. 10'-0' 2x4 SPF AT 12" O.C. 7'-5" 2x6 SPF AT 12" O.C. 11'-6' 2X4 SYP AT 16" O.C. 9'-0' 2x6 SYP AT 16" O.C. 13'-5" 2x4 SYP AT 12" 010'-4" 2x6 SYP AT 12" O.C. 15' 0" -- FOR INTERIOR BEARING INALLS: 2x4 SPF AT 16" O.C. - MAX. WALL HT. 11'-1" O.C. 2x4 SPF AT 12" O.C. - MAX. WALL HT. 12'-3" O.C. 2x6 SPF AT 16" O.C. - MAX. WALL HT. 17'-9" D.C. -- FOR ALL FRAME BEARING WALLS OVER 10' HIGH, PROVIDE SOLID 2x BLOCKING AT 4'-0" O.C. MAXIMUM 0 N I. LOCATIONS PER INDIVIDUAL 'NUR UI -'IVU UIMLNJIUN INUI NiULLLIJ YIL)Iv. vrlNu. UirviLlN3IUIN MAXIMUItJ ALLOWABLE SPACING ST+VIN. TAPCOIN ANCHORS TO BE 24" O.C. 2x HDR. PLATE OR EXTERIOR, WD. HDR. SHEATHING (21 LAYERS OF 7/16" O.S.B. OR 1 VND. LAYER OF � 4 P L CONNECT W/ (2)8d NAILS AT 16" O.C. BUILT UP WOOD HDR. OR 2x HDR. PLATE EXTERIOR SHEATHING 2" L ATTACH WD'N. /DOOR PER MANUF. SPECIFICATIONS SILL / JAMB I HEAD 2x CRIPPLE STUDS AT lb" O.C. BTWN. SILL PLATE & BOT. PLATE OR HDR. & HDR. PLATE DR. OR SILL PLATE IDR, JACK R A FMEWALLOPNG. WD,/DOOR DETAILS GROUT BLOCK SOLID AS SHOWN - EXTEND GROUT CONTINUOUS TO THE NEAREST REINFORCED CELLS BEYOND THE LOCATION OF THE MAXIMUM 2" BLOCK OVERHANG (FILL TO BOTTOM OF WINDOW SILL AT LOCATIONS WHERE SILL iS LESS THAN 2'-0" ABOVE TOP OF SLAB) OVERHANGING BLOCK REPAIR DETAIL TAPCON INSTALLATION ANCHOR CHART SCHEDULE MIN. - �X FOR BLOCK OPNGS. W/ BUCKS 1 112" THICK OR GREATER WDTH WIDTH WIDTH STAGGERED UNLESS OTHERWISE NOTED. THIRD AND 1410TH 8" 24" O.C. D F E F D D E D D E D BE 2 1/2" AND MINIMUM EDGE DISTANCE SHALL BE 1". MAX. 1 NdAX. ' A ^ �" A 8„ A Q (3) PLYS (4) PLYS C ' MAX. C 2x41 �) 10d x 3" L. 1 Od 5"L. x = g B i:2 J E W LENGTH ?JUST BE I SUFFICIENT TO AN. MIN. BOLT O 16" O.C. C 1�. 1+1JDL - l'vo r .fm 11,J. 1 O X 31. 10d x 31 OR 2 OPNG. A A OPING. OPNG. A 32.4 X T. DOOR EXT. (2) SILL % MULL SILL /MULL 10d X 3"L. OP, 112' DIA. BOLT 27.4 OPNG. SINGLE vVDW. OR MULTIPLE SIDE IN LIEU OF MAILS, MEMBERS MAY BE BOLTED TOGETHER, 4TH 1/2" DIAM, THP,U-BOLTS AT 16" O.C. VERTICALLY WiTH STACKED WDW. BY SIDE WDWS. W/ MULL BTWN. o W/ MULL BTWN. (, XI - co AVD1,11. OPNG. LOCATIONS IVOW. OPNG. LOCATIONS HEIGHT IN HEAD VIDTH IN HEAD EXTERIOR DOOR OPENINGS UP TO 40" a UP TO 40" D 40.01" TO 60" A , B 40.0i" TO 50" D , E 60.01" TO 80" A , C 50.0,1" TO 80" D , F 80.0,1' TO 100" A , S . C. 80.01" TO 100 D I. LOCATIONS PER INDIVIDUAL 'NUR UI -'IVU UIMLNJIUN INUI NiULLLIJ YIL)Iv. vrlNu. UirviLlN3IUIN MAXIMUItJ ALLOWABLE SPACING ST+VIN. TAPCOIN ANCHORS TO BE 24" O.C. 2x HDR. PLATE OR EXTERIOR, WD. HDR. SHEATHING (21 LAYERS OF 7/16" O.S.B. OR 1 VND. LAYER OF � 4 P L CONNECT W/ (2)8d NAILS AT 16" O.C. BUILT UP WOOD HDR. OR 2x HDR. PLATE EXTERIOR SHEATHING 2" L ATTACH WD'N. /DOOR PER MANUF. SPECIFICATIONS SILL / JAMB I HEAD 2x CRIPPLE STUDS AT lb" O.C. BTWN. SILL PLATE & BOT. PLATE OR HDR. & HDR. PLATE DR. OR SILL PLATE IDR, JACK R A FMEWALLOPNG. WD,/DOOR DETAILS GROUT BLOCK SOLID AS SHOWN - EXTEND GROUT CONTINUOUS TO THE NEAREST REINFORCED CELLS BEYOND THE LOCATION OF THE MAXIMUM 2" BLOCK OVERHANG (FILL TO BOTTOM OF WINDOW SILL AT LOCATIONS WHERE SILL iS LESS THAN 2'-0" ABOVE TOP OF SLAB) OVERHANGING BLOCK REPAIR DETAIL TAPCON PER FASTENER SCHEDULE FOR SCHEDULE MIN. - �X BUILT UP STUD COLUMNS �Q N VERTICAL SPACING OF FASTENERS AT 8" O.C. EXT. FACE \ STAGGERED UNLESS OTHERWISE NOTED. THIRD AND OF BLOCK FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF 2 -PLY COMPOSITE POST, MINIMUM END DISTANCE SHALL BLOCK FOR BUILT UP BUCKS/ BE 2 1/2" AND MINIMUM EDGE DISTANCE SHALL BE 1". STUDOF NAILS NUMBER OF FLYS PLYS (3) PLYS (4) PLYS SIZE P 2x41 �) 10d x 3" L. 1 Od 5"L. x 10d X A. OR i12" DIAM. BUCK ! BLOCK-r----TAPCON LENGTH ?JUST BE 6'-3" SUFFICIENT TO AN. MIN. BOLT O 16" O.C. 2x6 (2) 1 O X 31. 10d x 31 10d X 31. OR 1/ 2 DIAM.BOLT 2 5-5" 3 32.4 a 15" O.C. 2x8 (2) 10d x 3"L. 10d x 3"L. 10d X 3"L. OP, 112' DIA. BOLT 27.4 26.9 @ 16O.C. IN LIEU OF MAILS, MEMBERS MAY BE BOLTED TOGETHER, 4TH 1/2" DIAM, THP,U-BOLTS AT 16" O.C. VERTICALLY WiTH THE SAME NUMBER OF BOLTS PER ROW AS NAILS TAPCON PER COMPONENT EFFECTIVE AREA O1 SCHEDULE MIN. - �X HEADER SIZE �Q N (2)2x5 EXT. FACE \ (2)10d x 1 1/2" AT 24" O.C. FOR BUGS BUILT UP OF BLOCK TO 2 1/2" THICK PROVIDE 2x P.T. AGAINST OR BLOCK FOR BUILT UP BUCKS/ (2)8d x 2�J/2" AT 24" MORE 2" THICK OR MORE - a D.C. FOR BUSK BUILT U, BUILT UP BUCK DETAIL 2 1/2" THICK OR MORE THICKNESS 11/2" OR GREATER 2 MIN. 2 1/2"'SDE BUCK - PRECAST CONC. /MAXIMUM 2 3/4" BUILT UP LINTEL ABV, OPNG. OR CMU JAMB-- THICKNESS - CONNECT W/ CAULK BT1'JN. 3/16" DIA. TAPCOINS. BUCK ! BLOCK-r----TAPCON LENGTH ?JUST BE 6'-3" SUFFICIENT TO AN. MIN. • CEMENT AMISH 1 1 4 E-MBEDMENT INTO / OVER BLOCK _ BLOCK JAlJB / HEAD INSTALL INDW./DOOR SCREW �DRYWALL ANCHOR INTO BUCK , D ER INSTALLATION DETAILS HEAD/JAMB FOR BUCK THICKNESS 1112" OR GREATER INSTALL 'IOW./DOOR TAPCON ^ D D D PRECAST CONC. ANCHOR \ INTO O BLOC, , LINTEL ABV. OPNG. '' INSTALL,ATION DETAILS OR CMU JNMB N11N. 2 1/2" 'IDE BUCK - CAULK BTVN&NIA'IMUJ,1 BUILT UP BUCK / BLOCK THICKNESS MUST LE LESS THAN 1 1/2' CONNECT CEMENT FINISH jj SPIRAL NAILS AT i6" O.C. OVER BLOCK II DP,YW,ALL HEAD/JAMB FOR BUCK THICKNESS LESS THAN 11/2" CEMENT FINISH ATTACH WDW./DOOR PER OVER BLOCK MANUF. SPECIrFICATiONS PRECAST CONO. SILL SILL BLOCK WALL OPNG. WDW./DOOR BUCK DETAILS ALL WINDOWS AND WALK DOORS SHALL HAVE A MAX. DESIGN PRESSURE OF 34.7 PSF. PRESSURE BASED ON MINIIv1UNi COMPONENT EFFECTIVE AREA OF 10 S.F. - PRESSURES N1AY BE REDUCED FOR THE ACTUAL EFFECTIVE WDW./ DOOR AREA AS STATED ON "COMPONENT AND CLADDING PAIN, DESIGN WIND LOAD PRESSURE" CHART ON THIS SHT. ALL ELK. CELLS ABV. LINTEL TO BE CONC. FILLED PRECAST LINTEL PER PLAN ACROSS OPNG, 2x6 P.T. FROM BOT. OF LINTEL TO TOP OF WALL -CENTER ON OPNG. FASTEN TO BLOCK W/ 1/2" J -BOLT IN/ 2" SQ. WASHER 2x6 OR 20 P.T. W11 CONC. NAILS AT 12" O.C. ,ACROSS TOP OF OPNG. EXTEND JAMB 14" MIN.2 4" MIN.EDGE ABV. OPNG, DIST. 2x6 P.T. BUCK AT GARAGE DOOR JAMBS FASTET4 TO BLOCK W/ 1i''" DI,A. X 6" J -BOLTS AT 24" O.C. MAX. k 2" SO. WASHERS AT EA. SIDE' OF OPNG. GARAGE DOOR \MASONRY OPENING GARAGE DOOR DETAIL DESIGN LOADS: EXP. "C" 8'-0" W. DOOR +32.5 PSF & -41.0 PSF 15'-0" W. DOOR +30.5 PSF & -37.7 PSF EXP. "B" 8'-0" W. DOOR +23.2 PSF & -29.3 PSF W. 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 SH 1%, ON THIS SCHEDULE COMPONENT EFFECTIVE AREA O1 HEADER LOAD CONDITION HEADER SIZE 1 20 (2)2x5 NJ (2)2x8 NJ (2)2x10 NJ (2)2x12 NJ ROOF ONLY 4'-0" 2 5'4' 2 6'-5" 2 7'-6" 2 2nd FLOOR ONLY 3'-6" 2 4'-5" 2 5'-5" 2 6'-3" 2 2nd FLOOR K ROOF 3'-0" 2 3'-1 D" 2 4'-8" 2 5-5" 3 "NJ" = V{INIP,fU61 NU1,IYD 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 X Q O N CONSTRUCTION NOTES 1. ,APPLICABLE CODES: - FLORIDA BUILDING CODE 2007 - RESIDENTIAL - FLORIDA BUILDING CODE SUPPLEMENT - RESIDENTIAL 2008 - NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY D'NELINGS, NFPA 70A; 2007, 2. SUBCONTRACTORS SHALL Nil, Y ALL DIMENSIONS IN THE FIELD AND NOTIFY THE BUILDER/ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. ALL CONSTRUCiIOhJ SHALL BE BRACED AND SHORED BY CONTRACTOR AS REQUIRED TO SAFELY PERFORM THE WOR;. TERMITE PROTECTION 1. TERMITE PRETREATMENT SHALL MAKE USE OF BORA-CARE TERMITICIDE. THE BORA-CARE TERIMIi1CIDE TP,EATIMENT IS REGISTERED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES .aS RE;QUIERED BY THE FLORIDA BUILDING CODE 2007 - RESIDENTIAL. 2. UPON COMPLETION OF THE APPLICAilOhJ OF THE TERMITE PROTECT1VE TREATNMENT, A CERvflFIC,ATE OF CO.MPLiANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY .MAY BE ISSUED. THE CFR TiFiCATE OF COMPLIANCE SHALL STATE: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES'. FOUNDATION NOTES 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE' ALLOWABLE BEARING PRESSURE OF 2000 PSF. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS OBTAINED PRIOR TO FOOTING PLACENIEPJT. 2. FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. 3. ,AS REQUIRED Bl' THE LOCAL MUNICAPILITi' BUILDING DEPARTMENT, A FOUNDATiON SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL ON THE SITE FOP, THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER, TO MARKER TO VERIFY REQUIRED SETBACKS. CONCRETE MOTES 1. CONCRETE STRENGTH SHALL BE 2500 PSI AT 23 DAYS ,AND IN ACCORDANCE WITH A.C.I. 318-95. 2. REINFORCING STEEL SHALL BE IN ACCORDANCE WiTH THE LATEST EDITION OF ASTM A615 GRAFE 40. 3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM A185. CONCRETE MASONRY NiOTES 1. CONCRETE MASONARY WORK SHALL BE IN ACCORDANCE YITH A.C.I. 530/ASCE SIRENS 402. CONCRETE 41ASON.aRY UNITS SHALL BE IN CONFORMANCE WiTH AS -11i C90. GRADE N, TYPE II AST,4i Ci40 AND SHALL HAVE .a CO'JPRESSIVE STRENGTH ENGTH OF 2101 PSI MIINI.MUM BASED ON THE NET GROSS SECTiON.AL AREA. 3. COARSE GROUT SHALL BE IN CONFORMANCE WITH, ASTM C476. 4. MORTAR, SHALL BE TYPE 'M' OR "S' IN ACCORDANCE Wil. ASTNM C270. 5. ALL .1,1ASONARY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 6. PROVIDE 3" PRECAST CONCRETE LINTELS ABOVE ALL MASONARY OPNGS. ALL LINTEL FOR OPNGS. OVER 5'-5" SHALL BE GROUTED SOLID W/ 8" STANDARD SRG. EA. END U.N.O. (4" MIN. BEARING REO'D.) PRE-ENiGINIEERED WOOD TRUSSES 1. ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDI�ONS OF THE "NATIONAL DESIGN SPECIFIC.ATOINS FOR STRESS -GRADE LUMBER AND ITS FASTENERS' AS PILOOMMLLII 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,/ARCHII,'CT%ENGINEER, PRIOR IO PROCEEDING. TRUSS 41.aAlUF. TO SUPPLY ALL TRUSS TO TRUSS HANGERS AND CONNECTIONS. 3. TRUSS IMANUF. TO PROVIDE SHOP DRA INGSON NE14 AND/0 REVISED MODEL ;LAWS TO BUILDL \ FOP, REVIEW BEFORE FABRICATION. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSS PROFILES, , L 4 { I AIJbEI\5. GP,AVITY/U. LIFT LOAD, B',At,IhIU f�fE,.iBLP\�, AIJL L\U5� IO TRUSS H 4. ALL PREFAB. '4000 TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING MALLS OR BEA?JS AS REQUIRED PER THE FRAMING PLANS. 5. PRS E NG NE °ED WOOD TRUSSES, RAFTERS, AND OTHER ROOF FRAMING MEMBERS SHALL BE SPACED AT 24" O.C. MAXIMUM. 5. RIDGE AND VALLEY SET MEMBERS SHALL BE A NOMINAL DI JENSION 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 "BRI COMPONENT LOCATION COMPONENT EFFECTIVE AREA O1 10 1 15 1 20 30 1 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 42.4 29.7 29.0 28.4 27.8 27.2 26.9 26.7 26.4 26.2 25.9 WALL 34.7 33.6 32.4 31.4 30.3 29.3 28.8 28.3 27.9 27.4 26.9 COMPONENT AND CLADDING MIN. DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE "C" COMPONENT LOCATION COMPONENT EFFECTIVE AREA 0 10 1 15 20 30 40 50 60 70 80 90 100 ROOF ANGLE > 10'-30' 70.1 67.0 63.6 60.8 57.8 55.0 53.8 525 51.1 50.0 48.6 ROOF ANGLE > 50'-45' 42.4 41.6 40.6 39.8 38.9 38.1 37.7 37.4 37.0 36.7 35.3 WALL 48.6 47.0 45.4 44.0 42.4 41.0 40.3 30.6 39.1 38.4 37.7 'l PRESSURES STATED ON ANY PLAN OR DETAIL SHALL SUPERCEDE VALUES PROVIDED ON THIS CHART. VALUES INDICATED ARE COMPONENT PRESSURES FOR THE MOST STRINGENT ZONE LOAD CASE PER TABLE R301.2 (2) OF FLORIDA BUILDING CODE 2004 - RESIDENTIAL AND 2006 SUPPLEMENT MALL & ROOF FRAMING NOTES 1. WOOD CONSTRUCTiON SHALL CONFORM TO THE LATEST EDITION OF 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCT ASSOCIATION. 2. ROOF AND WALL STRUCTURAL SHEATHING SHALL BE SPAN RATED IN ACCORDANCE WTH APA PS 1-83 OR NER-108. NAILS USED IN ,ALL SHEATHINGAPPLICATIONS 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 #2 OR BETTER. INTERIOR WALL STUDS SHALL BE A MINIMUM OF S -P -F #2 OR BETTER,. 4. WOOD HEADERS PER SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. ALL HEADER MATERIAL TO BE SOUTHERN YELLOW PINE #2 MIN. PROVIDE STRAPS ,AS REQ'D. PER DETAILS. 5. PROVIDE .A BUILT UP OR SOLID SAWN COLUMN UNDER ALL GIRDERS AND BEAMS IN FRAMED INALLS UNLESS NOTED OTHERWISE ON PLANS..A MINIMUM OF (2)2x4 STUDS SHALL 5E 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. DOUBLE PLATE SHALL 5E OFFSET AT LEAST 4'-0". STRUCTURAL 5. END JOINTS IN STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. 7. AT EXTERIOR FRAME WALLS, PROVIDE FULL PANEL OF SHEATHING FROM ALL CORNER EDGES. FULL PANEL MUST BE SAWCUT AROUND .ANY OPENINGS. SEE DETAILS FOR NAILING REQUIREMENTS. S. THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE SPECIFIED IN TABLE 1`602.3(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 BOLTSEXPOSED TO WEATHER SHALL BE HOT DiPPED GALViNIZED. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALL WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 2. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER PLAN. 3. UPLIFT CONNECTORS AT ROOF TRUSSES SHALL BE BENT OVER TRUSS TOP CHORDS AS REQUIRED AND NAILED PRIOR, TO APPLICATION OF ROOF SHEATHING. MISSED STRAPS SHALL BE INSTALLED PER PLAN PRIOR TO SHEATHING INSTALLATION. 4. THE MAXIMUM NUMBER OF FLAT STP,APS (LE. "HETA20') IN THE TOP BLOCK WALL COURSE AT ANY GIRDE" SHALL BE (?) SIRAPS'��II 1 8° CLE.4P, DIMENSION BEFORE NEXT STRAP(S). 5. ALL SPECIFIED CONNECTORS SHALL BE INSTALLED PER CONNECTOR, MANUFACTURERS INSTRUCTIONS. 5. NO CONNECTOR SHALL BE BENT IN THE, FIELD UNLESS NOTED AS ACCEPTABLE IN THE CONNECTOR i.IANUF. PRODUCT CATALOG. 7. WHEN ANCHORING (2) WOOD ITE\IS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. S. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. P,EFER TO CONNECTOR SCHEDULE FOR MINhJUM NUMBER OF FASTENERS. 9. MAY SUBSTITUTE HURRICANE STRAP WITH STRAP OF GREATER HOLD DON VALUE OR GREATER UPLIFT VALUE IN FIELD WITHOUT VERIFICATION, PROVIDED .ALL MANUFACTURERS INST.ALLAII ON INSTRUCTIONS OR REQUIREMENTS ARE FOLLOYtED. STRUCTURAL CRITERIA 1. APPLICABLE CODE: FLORIDA BUILDING CODE 2007 - RESIDENTiAL WiND SPEED - 120 ,MPH NOV-'tt1hJD-BORNE DEBRIS REGION, WiND EMPORTANCE FACTOR - (1) ONE, "ENCLOSED" BUILDING Pn E EXPOSURE E CATEGORY -SCE ROOFOC PLAN INDIES. 2. INTERNAL PRESSURE COEF FICIEINT: +/- 0.18 M.a;(l!JUM )\iEAN ROOF HT. = 30 FEET GENERAL NOTES 1. DOORS BET';;EEM GARAGE AND LIVING SPACE SHALL BE 1,11MIMUM J 3/3' THICK SOLID CORE WOOD DOORS, 1 5/3" SOLID OR HONEYCOMB CORE STEEL DOORS, OR AD-MINARE, RATED DOORS. 2. T E GARAGE SHALL BE SEPARATED 111 THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO TIE CA4.aGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROIJ 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 D'WLLIN FRO!,1 THE GAP,ACE SHALL BE CONSTRUCTED OF A MINIMUM N0. 26 GAGE SHEET STEEL OR APPROVED EQUAL. 4. ENCLOSED ACCESSIBLE SPACE UNDER STARS SHALL HAVE ViALLS, TINDER STAIR SURFACE AND ANY SOFFITS PROT', IED ON THE ENCLOSED SIDE YdiH 1/2° GYPSUM BOARD. LATEST REVISION DATE TO MASTER: 01-10-12 Q w 1 LU 1 W 1 U) Q ILu 0 U � co z 00 C'>U)L� m LL! op�c�o = U3 Q w = ~o U rn m -i 2 o N U- CL L1( D_ DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO IRA/1 HOMES FOR CLARIFICATION! 1 1 D� Mll ORLANDO DBL. 2x P.T. BLOCKING )12d NAILS VERT. REINF. CONC. AT AT 6" O.C. FILLED CELL Wi/ 1-5 B.!R 1./2" EXP. BOLT AT 24" O.C. VERT. (2 3/4" EMBED.) W/ 2"S0. WASHER REINF. FILLED TOP BLOCK COURSE I I CONC. BLK. WALL PER TYP. (I WALL SECTION VERT. REINF. CONC. FILLED CELL 4Yr 1-5 I � x Q N SIMPSON 'SP2" AT EA. STUD AT EXTERIOR WALLS USE SPH4 (.AT INTERIOR BEARING WALLS) ATTACH EXT. SHEATHING TO STUDS ;' PLATES PEP, STRUCTURAL NOTES AT EXT. FRAME WALL TO BLOCK WALL, PROVIDE 2x P.T. liY/ 1/2" EXP. BOLT AT 24" O.C. VERT. (4" EMBED.) W/ 2" SQ. WASHERS PROVIDE 1 112" EDGE DISTANCE FOR BOLTS SIMPSON "SP2" AT EA. STUD AT EXTERIOR WALLS (USE SPH4 AT INTERIOR BEARING IUALLS) TOP OF SLAB II N I 8" EXT, FRAME WALL TO BLOCK WALL CONNECTION DETAIL APPLICABLE TO ALL EXTERIOR FRA,AE WALLS ONLY UNLESS OTHERWISE NOTED ON FLOOR PLAN 7/8" CEMENT PLASTER PAPER BACK LATH BUILDING WRAP (TYVEK) WALL SHEATHING PEEL AND STICK MEMBRANE FLASHING ALUMINUM WINDOW FRAME SET IN CONT. BED OF SEALANT EXTERIOR WINDOW HEAD SCALE: 2" — 1'-0" ALUMINUM WINDOW FRAME SET IN CONT. BED OF SEALANT PEEL AND STICK MEMBRANE FLASHING BUILDING WRAP (TYVEK) , WALL SHEATHING PAPER BACK LATH 7/$" CEMENT ,- PLASTER EXTERIOR WINDOW SILL SCALE: 2" — 1'-0" I O 00 0 ALUMINUM WINDOW X7/8" CEMENT PLASTER FRAME SET IN CONT. rr BED OF SEALANT- ' PAPER BACK LATH PEEL AND STICK / ME 0RANE i VBUILDING WRAP FLASHING (TYVEK) WALL SHEATHING—' EXTERIOR WINDOW JAMB SCALE: 2" — 1'-0" TYVEK OVER 'C' ,,—TYVEK AND STICK FLASHING AND /1 WINDOW FLANGE —TAPE OVER CUT j f IN TYVEK PEEL AND STICK DETAIL ---------------------- Q ROOF EDGE ROOF O.H. FOP, BAR DOWEL SET IN, ( I — 02 --- I START B STRIPS HERE EDGE OF WINDOW FLANGE / I SIMPSON "MSTAM24" STRAP IN/ TOP OF BILK. WALL TOP OF CELL / TRUSS— CONNECT TO BLK. W/ (4) 0.145 DIA.x3" L. POWER I I I I —APPLY PEEL AND STICK FLASHING MEMBRANE IN ORDER STARTING AT BOTTOM OF 1YIND4W AND OVERLAPPING .AS INDICATED I I I ,ACTUATED FASTENERS— PLACE BLKG. ALONG S WALL AND (9)10d COMMONS TO FLR. TRUSS Ll moo CONC. FILLED NF, TOP COURSE , Tl'. 4"W.x24"H. OPENING � w 4' II OOF EDGE Lj— , . WALL SECTION PEEL AND STICK DETAIL BLOCK CELL DETAIL PROVIDE SOLID 2x4 BLKG. BTV4`l. — x 3/4" DLA. 6" DP. HOLE Q ROOF EDGE ROOF O.H. FOP, BAR DOWEL SET IN, x — 02 --- EPDXY ADHESIVE cow / GROUT SOLID AT SIMPSON "MSTAM24" STRAP IN/ TOP OF BILK. WALL TOP OF CELL / TRUSS— CONNECT TO BLK. W/ (4) 0.145 DIA.x3" L. POWER 4"x2 ' I /1" NLASONRY 5)"BLOCK (5) 1 1/4EWS p S,A YCUT APPP,OX. ,ACTUATED FASTENERS— PLACE BLKG. ALONG S WALL AND (9)10d COMMONS TO FLR. TRUSS — 0 moo CONC. FILLED NF, TOP COURSE , Tl'. 4"W.x24"H. OPENING � w 4' II OOF EDGE �z , . WALL SECTION IN WALL x � II W � NOTES: 00 N W CONC. FILLED REINF. TOP 25' MIN. LAP --DRILLED HOLE TO BE — 35' WALL SECTION II OF REB,ARS CLEANED PRIOR TO I FLOOR DISPENSING ADHESIVE 01 TRUSS. 3000 PSI CONC. --EPDXY ADHESIVE TO ZONE 2 — USE 8d NAILS @ 6" FILLED CELL W/ 5 REBARHIGH STRENGTH TYPE ZONE 3 — USE 8d NAILS @ 4" O.C. (FIELD/EDGE) --REBAR DOt,VEL NiUST ROOF i NAILING BE CLEAN AND OIL FREE I � SAVYCUT 1" W. OPNG. IN SAVl'CUT APPROX. I WALL FROM TOP TO 4"4V.x24"H. OPENING II BOTTOM FOR FULL IIT. REBAR PLACEMENT INTO IN WALL III CELL—FILL SOLID 4r/ 25". MIN. LAP I GROUT TOP OF SLAB CF REBARS z LLJFbP, i DIA. x 6" DP. HOLE �5 BAR DOWEL SET IN co w EPDXY ADHESIVE ADDED REINF, FILLED BLOCK CELL DETAIL PROVIDE SOLID 2x4 BLKG. BTV4`l. TOP/BOT. RAILS FOR SOLID NAILING Q ROOF EDGE ROOF O.H. OF STRAP x — 02 --- — 2� U o�wuj � / PROVIDE 2x4 BLKG. STWN. FLR. SIMPSON "MSTAM24" STRAP IN/ 21 / TRUSS— CONNECT TO BLK. W/ (4) 0.145 DIA.x3" L. POWER 4"x2 ' I /1" NLASONRY 5)"BLOCK (5) 1 1/4EWS p O ,ACTUATED FASTENERS— PLACE BLKG. ALONG S WALL AND (9)10d COMMONS TO FLR. TRUSS — 0 moo SIDE OF GABLE ElD FL .TRUSSES < � w 4' i OOF EDGE �z _ I6 2 121 z x � < W � 2 00 N W CONC. FILLED REINF. TOP —J� 0 BLK. COURSE PER TYP. — 35' WALL SECTION INCL. MISSED FLOOR ROOF O.H. 01 TRUSS. O.C. (FIELD) 6" O.C. (EDGE) TO BLK. WALL STRAP PROVIDE (1) ",kASTA,d24" FOR EA. "HETA20" STRAP SPECIFIED — METAL OR VINYL TRIM CONTROL / EXPANSION JOINT — 7/8" CEMENT PLASTER PAPER BACK LATH 18" WIDE PEEL C: STICK MEMBRANE OR X15 FELT FLASHING �1111­11111 WRAP ( TYVEK) WALL SHEATHING DETAIL @CONTROL / EXPANSION JOINT SCALE: 3" = 1'-0" 25' MIN. LAP ---!d C 5 REBAR WI STD. HOOK REINF. CONC. FILLED CELL #5 VERT. REBAR 8x8xi5 CONI. KNOCKOUT BLK, TOP COURSE — FILL W/ CONC. & 1—;;5 BAR CONT. ",-25" MIN. LAP II ,REBAR, ;'✓;% STD. HOOK BLOCK FALL HT. TRANSITION DETAIL SIMPSON "MTSM16" STRAP W/ (4) 1/4'x2 1/4' TAPCONS TO BLOCK WALL AND (7)104 COMMONS TO TRUSS i ROOF TRUSS l! r INSTALL ADD'L. STRAP DIAGONALLY FROM EA. N OTHER FOR SINGLE CONC. FILLED REINF. TOP MEMBER TRUSS BLK. COURSE PER TYP./ WALL SECTION—/ MISSED ROOF TRUSS TO BLK, WALL STRAP USE (1) MTSM16 STRAP FOR UPLIFT VALUES 860 LBS. OR LESS USE (2) NiTSNi16 STRAPS FOR UPLIFT VALUES 1720 LBS. OR LESS UPLIFT VALUES OVER 1720 LBS. REQUIRE LETTER FRONT ARCHITECT OR ENGINEER 7/16" OSB SHEATHING CABLE END OR FLOOR TRUSS 7/8" CEMENT PLASTER ON PAPER BACK LATH AIR INFILTRATION BARRIER (DESIGN STANDARD: TYVEK) 8'-0" MAX. SPAN W/0 2x8 RIDGE 2x4 VERTICAL BLKG. f 2x6 VALLEY RAFTERS (4)16d i j 2x4 COLLARTIE IN NAILS ' UPPER 3RD OF ROOF HT. -- ---- -- AT EVERY 3RD PAIR OF -- ------ -- RAPIERS NiTS12 i 2x4 VERT. AT MTS12 STRAP r 8'-0" O.C. ,,LAX. (ONLY STP.AP i AT SPANS > 8'-0"} 2x4 BLKG. AT VALLEY RAFTER BRG. 3T`,%TRUSSES ROOF TRUSS ROOF TRUSS BELOW RAFTER HAND VALLEY FRMG. DETAIL ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER i�I.AY BE SUBSTITUTED PRO\ADED DETAIL HAS STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER STAMP IIID—'PALL 'NEEP SCREED 11/2" MIN. CEMENT PLASTER B" CMU WALL DETAIL @ BLOCK/ FRAME CONNECTION SCALE: 3" = 1'-0" PRE—ENG'RED FLOOR TRUSSES AT 24" O.C. CONNECT EA. TRUSS BOT. CHORD IN/ (2)164 MIN. COMMONS TOE—NAILED TO TOP PLATE 1,x'2" UfPSJM BD. � DBL 2x TOP PLATE R-11 INSULATION AT ALL WALLS ADJACENT TO NON—,AIR CONDITIONED SPACES 2x CONT. MID—INALL BLKG. ('PALLS OVER 8' H. --PROVIDE BLKC..AT 4'-0" O.C. MAX.) 11'2" DRYWALL 2x STUDS @ 16" O.C. #2 SPF OR BETTER 2x4 P.T. SILL PLATE — ATTACH W/ (2) CONC. NAILS OR (1) POWDER ,ACTUATED FASTENER AT 24' O.C. 3 1/2" MIN. CONC. SLAB (2500 PSI) W,r' ` FIBERMESH OR 6x6 10/10 W1'ill OVER VAPOR BARP,IER CLEAN COMPACTED �� o o EARTH FILL THICKEND SLAB FOOTING PER SLAB PLAN TYP, INT. BRG. WALL SECTION SCALE: 1 1 /2"=1'—O" 2x4 LADDER FRMG. REO'D, AT OVERHANGS OVER 12"—CONNECT W/ (2)12d TO TRUSS TOP CHORD CONT. 2x4 W,/ 2-12d NAILS - 2x4 OU TLOOKERS AT 24" O.C. W/ (3)124 TOE—NAILED TO TRUSS TOP CHORD 7116" OSB SHEATHING OVER GABLE END TRUSS—CONNECT W/ 8d NAILS AT 6" O.C.--SET FACE OF SHEATHING FLUSH W/ BLK. WALL (PROVIDE i/8' SPACE BTV,N. PANELS) PTA" OP, SIMPSON "LTA1" STRAP—SEE U.S.P. "L FR,!AG. PLAN FOR LOCATIONS—SET STRAP 2" FROM FACE OF BLOCK AND PARALLEL TO TRUSS—FILL ALL HOLES W/ NAILS SIMPSON "HETA20" AT EA. I ,USS VER I. O , 24" 0.G..—CONNEt, i 49/ (14)10d C0.1,11MONS INTO r SOLID 2x4 BLKG. CONT. 2x4 MIEN. P.T. PLATE ',V' 1 /2" DLA. A.B. OR 5,/8" EXP, BOLT IN/ S0. WASHERAT 48" O.C. MAX. OR (2)PO10—DRIVEN NAILS (SIZE EQUAL TO 10d COMMON) AT 16" O.C. "HETA20" GABLE END STRAP ALTERNATIVE APPROVED SHINGLES MANUF.1 TYPE: CERTAINTEED 'LANDMARK 30 .AR" CERTAINTEED "LANDMARK 30" FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT Wf/ GALV. METAL NAILS AT 24" D.C. MAX. 4' 5' INCL. Q ROOF EDGE ROOF O.H. m — 02 --- — 2� U o�wuj � I Q 0112 21 012 RIDGE �25� p O �w00-00 — 0 moo O < � w 4' i OOF EDGE �z _ I6 2 121 121 _ �� � 2 2 —J� 0 — 35' INCL. ROOF O.H. 01 ZONE I— USE 8d NAILS 9 12" O.C. (FIELD) 6" O.C. (EDGE) Q ZONE 2 — USE 8d NAILS @ 6" O.C. (FIELD/EDGE) 0 ZONE 3 — USE 8d NAILS @ 4" O.C. (FIELD/EDGE) ROOF NAILING PATTERN 2x4 'T" OR "L" STRONCB,ACK AT CABLE VERTICAL LONGER THAN 48" CONNECT W,/ 12d NAILS AT 12" O.C. STRUCTURAL ROOF SHEATHING SEE /—STRUCTURAL NAILING PATTERN / r 2x4 STRONGBACK IF GABLE TRUSS IS TALLER v THAN 8'-0" 2x4 DIAG. "X"—BRACING IN/ (3)12d NAILS AT EA. 20 TO 2x4 JOINT BRACING SCHEDULE Ex' i > > SPAN BRACING REQ;D. GREATER THAN 20 FT. 1D FT. (3) PAIRS AT 1/4 PTS. (1) TO 20 FL LESS THAN 10 FT, PAIR AT MID—PT. NO BRACING REQ'D. 2x4 BLKG. ,AT 48" O.C. FROM GABLE END BACK 8'-0" BTWN. TRUSS BOTTOM CHORDS n GYPSUM CEILING DIAPHRAM NAILING n GABLE END ii 8x8x16 CONC. KNOCKOUT BLK. TOP ROOF TRUSS tOd NAILS AT 8" it COURSE — FILL W/' CONC. AND 1—#5 O.C. ° BAP, CONT. FLAT CEILING GABLE END SIMPSON 1STA12" STRAFE -2x4 CONT. BLKG. AT 24" O.C. TRUSS TO N DBL 2x4 TOP PLATE PLATE TYP. GABLE END FRAME WALL TRUSS DETAIL GABLE END SCALE : 1 /2" = l'—O" SHINGLES (ATTACH Wj GALV. METAL ROOFING NAILS PER NIANUF. INSTALLATION DETAILS) OVER 15# FELT (2" SIDE LAP / 4" END LAP AND CAP NAILS AT 12" O.C.—EDGE, 24" O.C.—FIELD) ON 7/16" SPAN RATED STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) ,AND PRE—ENS RED ROOF TRUSSES AT 24" O.C. HURR. STRAP AT EA. TRUSS SEE 12 ROOF PLAN PER 8\18x16 CONC. KNOCKOUT BLK. TOP ELEV, R-38 INSULATION COURSE— FILL V"!/ CONC, AND 1—#5BAR ii V ti 1. t' l 1+ hi hi 'tip 1? v DRIP EDGE OVER1 j'2" GYPSUM BD. FASCIA —0 FASCIA MATERIAL TO BE 12 �' DIAPHRAM AREA FASTEN IN/ 5d NAILS ALUMINUM OR 514" PRIME TRIM n AT 4" D.C. REMAINDER AT 7" O.C. BOARD OVER 2x4;'2\16 SUBFASCIA REFER T4 SUBD. SPECIFICATIONS ii PRE—ENG'RED. PRECAST CONC. LINTEL ABV. TYP. FOR FASCIA MATERIAL n WDW. ,AND DOOR, OPNGS. SEE PLANS FOR n LOCATIONS ,AND TYPES CONT. ALUM. 112" DRYWALL OVER 1x2 P.T. (MIN.) AT 24" VENTED SOFFIT z ° D.C. (MAX.) CORE—FILL 500 FOAM INSULATION IN ALL o r OPEN CNIU 'WALL CELLS — REFER TO ENERGY CALCULATION FOR R—VALUE � u TEXTEXTURED CEMENT FINISH OVER ii #5 VERT. BAR TIED INTO �5 BAR DOlUEL ,AND x16 CONE. BLOCK TOP COURSE REBAR AT EA. REINF. CONC. ii FILLED BLOCK CELL AS LOCATED PER PLANS n u n° PRECAST INDVY. SILL — TYP. AT STD. z uinninnuu 1ID�W„ .OPNG. MIN. 3 1, " MIN. CONC. SLAB (2500 PSI) W/ `V iui L�/4 FIBERMESH OR 6x6 10/10 WWM OVER VAPOR ii FINISH GRADE •� CLEAN COMPACTED TERMITE TREATED FILL N ,MONOLITHIC SLAB EDGE FOOTING J5 BAR DOWEL TIED TO FTG. REBAR 16" PER SLAB PLAN AT EA. REINF. FILLED CELL AS MIN. LOCATED PER SLAB PLAN TYP, EXT, BLOCK WALL SECTION SCALE: 1/z2`=1'—O` LATEST REVISION DATE TO MASTER: 01-10-12 N i r Q ~ m � z U o�wuj � LJJ = LLI �= i� p O �w00-00 moo O < W --• LL w m �z � 0- � o i r O m U 00 Cp Z U o�wuj � LJJ = t— �= i� Q w o 5E rn _V O < LL. LL --• w m Q 0- NLo N r cq 04 \I � UJLLI \ L /� --jW C)f LU = n 0 J -�--� LLI LLJ O C/) J DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! n I D2 n n M/I ORLANDO ROOF TRUSSES OR 2x RAFTERS AT 24" O.C.- CONNECT W/ (2)164 MIN. COMMONS 3d NAILS AT 3" O.C. AT TOE -NAILED TO TOP PLATE SFIEATHING EDGES STAGGER NAILS BTWN. "SP2" AT EA. SINGLE Q .� ct o 1 /2" GYPSUM BD. SEE S1 SEE ROOF PLAN] FOP, REQ'D. PANEL EDGES STUD TO TOP PLATE & DRI, EDGE I DIAPHRAIv1 ,AREA STRAP .AT EA. MEMBER "DSP" AT EA. DOUBLE NOT1. ES: I I I I FOAM CORE FILL INSULATIONIN ALL OPEN] w REMAINDER, .AT " O.C. ADS SHALL _ ____---_----_-_-_-_ -_ STUD PANEL EDGE TO I - FILL '�'fl CONIC. AND REFER TO HEADER NOT PEN TRATE THE FACE ��Y TOP PLATE �' II It t1 J 1-#5 BAS CONT REFER TO SUED. II �� SCHED. FOR SIDES OF THE SHEATHING BY MORE ii i1 �P tCIFICAIIONS II 1 ,�i THAN THE N'AILHEAD THICKNESS. I ;, li GI \LL J "SP2" AT 15' O.C. 2. PROVIDE 1 f 8' SPACE BETWEEN I i P,-11 IMIN, INSULATION - 8x8:16 2 HR. FIRE -RATED ACROSS HDR. SPAN SHEATHING PANELS. CMU WALL w FOR REQUIRED ]INSULATION R -VALUE "LST.A24" STRAP AT 0 VENTED SOFFIT HDR, STUD TO BEAM C m 2X6 SPF STUDS AT 16' O.C. (D WALLS > 8'-1 1j18" H. 7,x'16" MIN, STRUCTURAL WALL 1 /2" DRYNALL OVER DBL. 1x2 P.T. � i i CONT. 2x4 PLATE 1 i (Z) STRAPS EA. SIDE 8d NAILS AT 6" O.C. VERT. r I 3/4" T&G PLYWOOD FLOOR -NAILED & WITH (4) OR MORE TRUSSES AT FIELD STUDS I•I I,I I 2: STUDS AT II 1 /� GLUED W;° 8d NAILS AT 12" O.C. IN FIELD TO FLR, TRUSS W/ (4)164 NAILS ,GROSS OPNG. �' �� AND 6" O.C. AT PANEL EDGES II 16" Q.C. N , 8d MAILS AT 3" O.C. AT /� PROVIDE DRAFTSTOPPING TO SEPARATE TRUSS MANUFACTURER "LST,A24" SHEATHING EDGES t,l I, t1 NO STRAP REQ'D. AT TO FLR. TRUSS W,/ (4)164 NAILS EA. REINF. CONC. FILLED BLOCK CELL 1 STRAP AT HDP,. STACGER NAILS BTWN. 41 4i It STUD TO PLATE IF Zo i i� STUD TO RIM BD./BLKG. PANEL EDGES 11 I 1 1.1 I SHEATHINIG CONT. TO FOP, OPNGS. > 5 -0" r i°i I BOT. OF FLR. TRUSS FILL ,ALL HOLES Vi/ NAILS DLAPHRAM AREA 9 GARAGE CEILING W/ R (TRUSS PARRALLEL TO WALL -STRAP AT 8d NAILS AT 3" O.C. HORI. s I,I i I �� I I F LR. TRUSSES AT 0 REMAINDER .AT 7" O.C. Fi` 2x4 OR 2x6 RIM BD. BTWN. FLP,. TRUSS -- CONNECT TO AT 2x SILL PLATE t LII,I II tl I 24" O.C. / AND 1-#5 BAR CONT. TRUSS W/ (4)164 NAILS (2x4) - — —1L ::--L-- ::: - — It 1/2" DRY'NALL OVER 1x2 P.T. (MIN.) (6)164 NAILS (2x6) 2x4 BLKG. BT''JN. �_ 2x4 BLKG. BTWN. r--rr-- -T-r- r RIM ED. AT .ALL � I I.I � 1.1 I � RIM ED. AT ALL I I I �I 2x4 P.T. RIM BD. BTUNI. FLR. TRUSS -- CONNECT SHEATHING EDGES L --L1— :--- 11--I L SHEATHING EDGES ,• •. TO TRUSS W/ (4)16d NAILS AT it ENERGY CALCULATION FOR R -VALUE PROVIDE DEL. ROW OF 8d NAILS 8d NAILS AT 3" O.C. HORIZ ti#5 VERT. BAR -PEED INTO #5 BAR 1/2" EXTERIOR PORTLAND 4 DOWEL AND TOP COURSE REBAP, DBL. 2x4 SOLID BLKG. ALTERNATE CONT. 2x6 TOP RAIL I.L.O. AT TOP AND BOTTOM RIM BD. / 2x4 P.T. �l CELL .AS LOCATED PER PLANS BELOW NDP,. STUDS MAILING TO FLR. TRUSS BLKG. BTWN. RAILS - OR TRUSS CHORD 4 STD. tNDW. OPNG. Q - OF OPNGS. > 5'-0" EXT. MALL SHEATHING CONC. BLOCK EXT. WALL-/ "HETa20" STRAP AT EA. FLR. TRUSS END N OPJP2�'4'b.0. CATAFt�;r"t$lll£LEi�i1DT�RD�S DETAIL AT 2 -STY, 2 -STY, EXT, FRAME REQUIRED NAILINGPATTERN] O NOTED FOR `ALL CONNECTOR, DETAIL SHEATHING TO ACTCT.AS UPLIFT LOAD CONNECTOR i� AIL BETWEEN WALL STUDS AND FLOOR TRUSSES HANDRAILS FOR STAIRWAYS SHALL .. E CONTINUOUS FOR THE FULLLENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP Rl.qFR OF THF FLIGHT—TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT" HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT T0 A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" (38MIM) BETWEEN THE WALL AND THE HANDRAILS 1 1/2" DIAMETER CONT. HANDRAIL TYPICALSECTiON 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 CROSTY S SECTION OF EQUIVALENT OSS SECTION MINIMUM TREAD (NOT INCLUDING NOSING) = 9" N11DE PERFORMANCE—,,,",2x8 BLOCKING BEHIND HANDRAIL TOP AT 39" ABOVE EDGE OF TREAD NOTE: PICKETS SHALL BE PLACED NO GREATER THAN 4" O.C. 3/4 PLYWOOD 1° NOSING FLOORING f FLOOR TRUSS NAIL (2)2x4 TO BOTTOM OF �� FLOOR TRUSS 12" OR LESS IN 1x10 STRINGER / / DEPTH 1" NOSING / 2x12 TREAD / / j 2x8 STAIR LEDGER CONNECT TO FLOOR TRUSS W, (2)104 NAILS AT i/a" PLY'WD / 6" O.C. MAX. OR EQUIVALENT RISER T C, f / L CONNECT CARRIAGE TO LEDGER 'W, / (2)10d TOE -NAILED COMMONS / STAGGERED EA. SIDE ---CONNECT PLYWD. RISER TO TREAD WITH (4) 3d NAILS 2x12 CARRIAGE AT SIDES AND CENTER OF STAIRS ','✓I TH 26 SPACER AT SIDE WALLS CONNECT SPACER TO EA. STUD W/ (2) 10d COMMONS TYPICAL STAIR SECTION SCALE: N. T.S. FLASHING: ALL ROOF AND WALL FLASHING TO BE AL111NUM OR GALV. METAL MATERIAL, CONNECT W/ CALV. METAL NAILS AT 24" O.C. MAX. CONT. 2x6 TOP RAIL- CONNTEC TO FLR. TRUSS W/ (6)164 NAIL`: EXT. SHEATHING NAILING PATTER PROVIDE 8d NAILS AT 3" O.C. (2) ROWS AT 2x6 TOP PAIL (1) ROW AT 2x4 BOT. RAIL CONT. 2x4 BOT. RAIL- CONNECT TO FLR. TRUSS W; (4)160 NAIL`. (2x4 P.T. IF IN CONTACT W/ CC ALTERNATE FLR. TRUSS END RAILS IN LIEU OF 20 BLKG. BTWN. RAILS AS PART OF FLR. TRUSS END CONST. ?x4 SIP #2 STUDS a 16" D.C. - 04QRPLYWOOD PRE—ENG'D. FLOOR TRUSSES @ 24" O.C. 7/16' MIN. STRUCTURAL WALL SHEATHING TOP CHORD OF —BOT. CHORD OF FLOOR TRUSS — i FLOOR TRUSS GYPSUM BOARD \-2x4 DIAPHRAM BLOCKING @ 24" O.C. NAILER CONTINUOUS ACROSS 1st (2) TRUSS BAYS I CONNECT TO EA. BOTTOM CHORD IN/ (4) 10d NAILS HETA20" STRAP @ 24" O.C. PROVIDE SOLID 20 BLOCKING BEP,`LENI TOP & BOT. CHORDS 41EP,E STRAP DOES NOT ALIGN W/ TRUSS VERTICAL. ALT. DETAIL @ FLOOR TRUSS PARALLEL TO WALL ROOF TRUSSES OR 2x RAFTERS AT 24" D.C.- CONNECT W1' (2)16d MIN. COMiMONS TOE -NAILED TO TOP PLATE - SI�jPSONI "SP2° 2x STUDS Al 16" O.C. FLR. TRUSSE'S AT 24" O.C. Q .� ct o 1 /2" GYPSUM BD. SEE S1 w A AA DRI, EDGE I DIAPHRAIv1 ,AREA OVER FASCIA �' U I I I I FOAM CORE FILL INSULATIONIN ALL OPEN] w REMAINDER, .AT " O.C. FASCIA MATERIAL I - FILL '�'fl CONIC. AND 2x4/2:6 SUEFASCI:A Op J 1-#5 BAS CONT REFER TO SUED. moo �P tCIFICAIIONS II Y FOR FASCIA \.IATERiAL \LL J _io af P,-11 IMIN, INSULATION - 8x8:16 2 HR. FIRE -RATED CORE -FILL 500 FOAM INSULATION IN REFER TO ENERGY CALCULATION CMU WALL w FOR REQUIRED ]INSULATION R -VALUE o 0 VENTED SOFFIT 2x4 SYP STUDS AT lfi" O.C. @ 8'-1 l/8" WALLS C m 2X6 SPF STUDS AT 16' O.C. (D WALLS > 8'-1 1j18" H. 7,x'16" MIN, STRUCTURAL WALL 1 /2" DRYNALL OVER DBL. 1x2 P.T. O SHEATHING -SEE DETAIL FOR CONT. 2x4 PLATE REQ'D. NAILING PATTERN 0 0 3/4" T&G PLYWOOD FLOOR -NAILED & o ¢ X 1 /� GLUED W;° 8d NAILS AT 12" O.C. IN FIELD TO FLR, TRUSS W/ (4)164 NAILS CMU 'WALL �' �� AND 6" O.C. AT PANEL EDGES o N , /� PROVIDE DRAFTSTOPPING TO SEPARATE TRUSS MANUFACTURER ;' CEILING AREAS NO GREATER THAN 500 S.F. CONT. 2x4 PT BOTTOM RAIL -CONNECT TO FLR. TRUSS W,/ (4)164 NAILS EA. REINF. CONC. FILLED BLOCK CELL P -ENG Tp ES Zo 24" O.C. STUCCO WEEP SCREED / 112" GYPSUM BD. SIMPSON "HETA20" AT EA, TRUSS 4'-0" (5/8" TYPE "X" GYP. ED FILL ,ALL HOLES Vi/ NAILS DLAPHRAM AREA 9 GARAGE CEILING W/ R (TRUSS PARRALLEL TO WALL -STRAP AT m Q EA. VERT. CHORD (24" Q.C. MAX.) 0 REMAINDER .AT 7" O.C. © tt PRE-ENG'RED. PRECAST CONC. LINTEL TOP COURSE -FILL W/ CONC. / AND 1-#5 BAR CONT. ii SEE PLANS FOR LOCATIONS AND TYPES It 1/2" DRY'NALL OVER 1x2 P.T. (MIN.) z AT 24 O.C. (MAX.) o i1 CORE -FILL 500 FOAM INSULATION IN ALL OPEN ChdU WALL CELLS - REFER TO it ENERGY CALCULATION FOR R -VALUE ti#5 VERT. BAR -PEED INTO #5 BAR 1/2" EXTERIOR PORTLAND 4 DOWEL AND TOP COURSE REBAP, CEMENT PLASTER OVER / 2x4 P.T. �l CELL .AS LOCATED PER PLANS II 11 PRECAST WDW. SILL - TYP. AT KICK PLATE STD. tNDW. OPNG. Q - / II Il 4" r 3 1/2" MINI. CONC. SLAB (2500 PSI) N 1111 ( MIN. ,' W/ FIBERMESH OR 6x6 10/10 'NWM OVER VAPOR BARRIER T C, f / L CONNECT CARRIAGE TO LEDGER 'W, / (2)10d TOE -NAILED COMMONS / STAGGERED EA. SIDE ---CONNECT PLYWD. RISER TO TREAD WITH (4) 3d NAILS 2x12 CARRIAGE AT SIDES AND CENTER OF STAIRS ','✓I TH 26 SPACER AT SIDE WALLS CONNECT SPACER TO EA. STUD W/ (2) 10d COMMONS TYPICAL STAIR SECTION SCALE: N. T.S. FLASHING: ALL ROOF AND WALL FLASHING TO BE AL111NUM OR GALV. METAL MATERIAL, CONNECT W/ CALV. METAL NAILS AT 24" O.C. MAX. CONT. 2x6 TOP RAIL- CONNTEC TO FLR. TRUSS W/ (6)164 NAIL`: EXT. SHEATHING NAILING PATTER PROVIDE 8d NAILS AT 3" O.C. (2) ROWS AT 2x6 TOP PAIL (1) ROW AT 2x4 BOT. RAIL CONT. 2x4 BOT. RAIL- CONNECT TO FLR. TRUSS W; (4)160 NAIL`. (2x4 P.T. IF IN CONTACT W/ CC ALTERNATE FLR. TRUSS END RAILS IN LIEU OF 20 BLKG. BTWN. RAILS AS PART OF FLR. TRUSS END CONST. ?x4 SIP #2 STUDS a 16" D.C. - 04QRPLYWOOD PRE—ENG'D. FLOOR TRUSSES @ 24" O.C. 7/16' MIN. STRUCTURAL WALL SHEATHING TOP CHORD OF —BOT. CHORD OF FLOOR TRUSS — i FLOOR TRUSS GYPSUM BOARD \-2x4 DIAPHRAM BLOCKING @ 24" O.C. NAILER CONTINUOUS ACROSS 1st (2) TRUSS BAYS I CONNECT TO EA. BOTTOM CHORD IN/ (4) 10d NAILS HETA20" STRAP @ 24" O.C. PROVIDE SOLID 20 BLOCKING BEP,`LENI TOP & BOT. CHORDS 41EP,E STRAP DOES NOT ALIGN W/ TRUSS VERTICAL. ALT. DETAIL @ FLOOR TRUSS PARALLEL TO WALL ROOF TRUSSES OR 2x RAFTERS AT 24" D.C.- CONNECT W1' (2)16d MIN. COMiMONS TOE -NAILED TO TOP PLATE - SI�jPSONI "SP2° 2x STUDS Al 16" O.C. FLR. TRUSSE'S AT 24" O.C. ZOOF PLAN FOP, REQ'D. RAP AT EA. MEMBER, -REFER TO HEADER SCHLD. FOR SILLS SIMPSON "DSP" AT 15" Q.C. ACROSS HDR. SPAN] SIMPSON "LS T A24" STRAP AT HDR. STUD 10 BEAM �x4 OR 2x6 RIM BD. BTWN. FLR. TRUSS -- CONNECT TO TRUSS W/ (4)154 NAILS (2x4) (6)160 NAILS (2x6) 2x4 P.T. REM BD. BTWN. FLR. TRUSS -- CONNECT oil TO TRUSS W/ (4)16d NAILS DBL 2x4 SOLID BLKG. BELOVJ HDR. STUDS CONC. BLOCK EXT. WALL "HETA20" STRAP AT 24" O.C. MAX. AT FLR. TRUSS PERP. TO WALL OR 24" D.C. AT GABLE END TRUSS 2 -STY. EXT. FRAME �,'VALL CONNECTOR DEL -TAIL SHINGLES (,ATTACH W/ GALV. METAL ROOFING MAILS PER MANUF. INSTALLATION! DETAILS) OVER 15# FELT (2" SIDE LAP ,/ 4" END LAP AND CAP NAILS AT 12" O.C.-EDGE, 24° O.C.-FIELD) ON 71115" SPAN RATED STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE -ENG RED P,OOF TRUSSES AT 24" O.C. HURR. STRAP AT EA. TRUSS I2 SEE ROOF PLAN PtR CONT. 2x4 DEL. PLATE W/ ELL I Ev. SIMPSON SP2 AT EA. STUD_�x R-38 INSULATION Q .� ct o 1 /2" GYPSUM BD. SEE S1 A I A AA DRI, EDGE I DIAPHRAIv1 ,AREA OVER FASCIA �' U I I I I FOAM CORE FILL INSULATIONIN ALL OPEN] w REMAINDER, .AT " O.C. FASCIA MATERIAL I - FILL '�'fl CONIC. AND 2x4/2:6 SUEFASCI:A Op J 1-#5 BAS CONT REFER TO SUED. ZOOF PLAN FOP, REQ'D. RAP AT EA. MEMBER, -REFER TO HEADER SCHLD. FOR SILLS SIMPSON "DSP" AT 15" Q.C. ACROSS HDR. SPAN] SIMPSON "LS T A24" STRAP AT HDR. STUD 10 BEAM �x4 OR 2x6 RIM BD. BTWN. FLR. TRUSS -- CONNECT TO TRUSS W/ (4)154 NAILS (2x4) (6)160 NAILS (2x6) 2x4 P.T. REM BD. BTWN. FLR. TRUSS -- CONNECT oil TO TRUSS W/ (4)16d NAILS DBL 2x4 SOLID BLKG. BELOVJ HDR. STUDS CONC. BLOCK EXT. WALL "HETA20" STRAP AT 24" O.C. MAX. AT FLR. TRUSS PERP. TO WALL OR 24" D.C. AT GABLE END TRUSS 2 -STY. EXT. FRAME �,'VALL CONNECTOR DEL -TAIL SHINGLES (,ATTACH W/ GALV. METAL ROOFING MAILS PER MANUF. INSTALLATION! DETAILS) OVER 15# FELT (2" SIDE LAP ,/ 4" END LAP AND CAP NAILS AT 12" O.C.-EDGE, 24° O.C.-FIELD) ON 71115" SPAN RATED STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE -ENG RED P,OOF TRUSSES AT 24" O.C. HURR. STRAP AT EA. TRUSS I2 SEE ROOF PLAN PtR CONT. 2x4 DEL. PLATE W/ ELL I Ev. SIMPSON SP2 AT EA. STUD_�x R-38 INSULATION n II FINISH GRADE co Itl CLEAN CO3MP,ACTED EARTH FILL #5 BAR DOWEL TIED TO 416 MONOLITHIC SLAB EDGE FTG. REBAR AT EA. 20" FOOTING PER SLAB PLAN REINF. FILLED CELL AS TIN. LOCATED PER SLAB PLANT TYP. EXT, 2 -STORY WALL SECTION SCALE: 1 /2"=1'-0" NO STRUCTURAL MEMBER OR BLDG. SERVICE SHALL PENETRATE THE FIRE RATED SHAFT'WALL BETWEEN UNITS. ASPHALT SHINGLES ON STRUCTURAL SHEATHING 4'-0" MIN.EACH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING P,ATTERNI) PROVIDE FIRE RETARDANT TREATED WOOD ROOF � AND PRE-ENG'P,ED ROOF SHEATHINIG TRUSSES AT 24" O.C. >ct Q .� ct o 1 /2" GYPSUM BD. 'PROVIDE -0' 1 FIRE CAULK OR `--RADIANT FIRE WOOL @ ROOF SHEATHING BARRIER, AND RAKE BEAhM CONSTRUCTION JOINT PRE-ENGINEERED N ROOF TRUSSES ; 1 1 l l l l f AT ,?4" O.C. A I A AA DRI, EDGE 12" DIAPHRAIv1 ,AREA OVER FASCIA �' U FASTEN W/ 5d NAILS .AT 4" O.C. FOAM CORE FILL INSULATIONIN ALL OPEN] w REMAINDER, .AT " O.C. FASCIA MATERIAL KNOCKOUT ELK. COURSE - FILL '�'fl CONIC. AND 2x4/2:6 SUEFASCI:A Op J 1-#5 BAS CONT REFER TO SUED. moo �P tCIFICAIIONS II Y FOR FASCIA \.IATERiAL \LL J _io af P,-11 IMIN, INSULATION - 8x8:16 2 HR. FIRE -RATED CORE -FILL 500 FOAM INSULATION IN REFER TO ENERGY CALCULATION CMU WALL � FOR REQUIRED ]INSULATION R -VALUE CONT. ALUM. 0 VENTED SOFFIT 2x4 SYP STUDS AT lfi" O.C. @ 8'-1 l/8" WALLS 7/8" THK. CEMENT PLASTER OVER m 2X6 SPF STUDS AT 16' O.C. (D WALLS > 8'-1 1j18" H. 7,x'16" MIN, STRUCTURAL WALL 1 /2" DRYNALL OVER DBL. 1x2 P.T. o SHEATHING -SEE DETAIL FOR CONT. 2x4 PLATE REQ'D. NAILING PATTERN 0 0 3/4" T&G PLYWOOD FLOOR -NAILED & 3/4" TiG PLYWOOD FLOOR -NAILED & CONT. 2x4 TOP RAIL -CONNECT 7 X 1 /� GLUED W;° 8d NAILS AT 12" O.C. IN FIELD TO FLR, TRUSS W/ (4)164 NAILS CMU 'WALL �' �� AND 6" O.C. AT PANEL EDGES — PROVIDE DRAFTSTOPPING TO SEPARATE CEILING N 2X4 WOOD BLOCK BY /� PROVIDE DRAFTSTOPPING TO SEPARATE TRUSS MANUFACTURER ;' CEILING AREAS NO GREATER THAN 500 S.F. CONT. 2x4 PT BOTTOM RAIL -CONNECT TO FLR. TRUSS W,/ (4)164 NAILS EA. REINF. CONC. FILLED BLOCK CELL P -ENG Tp ES CONTINUOUS PVC MID WALL 24" O.C. STUCCO WEEP SCREED 112" GYPSUM BD. SIMPSON "HETA20" AT EA, TRUSS 4'-0" (5/8" TYPE "X" GYP. ED FILL ,ALL HOLES Vi/ NAILS DLAPHRAM AREA 9 GARAGE CEILING W/ R (TRUSS PARRALLEL TO WALL -STRAP AT FASTEN IA NAILS AT 4" O.C. LIVING AREA ABOVE) EA. VERT. CHORD (24" Q.C. MAX.) 0 REMAINDER .AT 7" O.C. 8x3x15 CONC. KNOCKOUT BILK. tt PRE-ENG'RED. PRECAST CONC. LINTEL TOP COURSE -FILL W/ CONC. II ABV. TYP. WDW. AND DOOR OPINGS. AND 1-#5 BAR CONT. ii SEE PLANS FOR LOCATIONS AND TYPES It 1/2" DRY'NALL OVER 1x2 P.T. (MIN.) z AT 24 O.C. (MAX.) o i1 CORE -FILL 500 FOAM INSULATION IN ALL OPEN ChdU WALL CELLS - REFER TO it ENERGY CALCULATION FOR R -VALUE ti#5 VERT. BAR -PEED INTO #5 BAR 1/2" EXTERIOR PORTLAND 4 DOWEL AND TOP COURSE REBAP, CEMENT PLASTER OVER I AT EA. REINF. CONC, FILLED BLOCK 8" C.M.U. �l CELL .AS LOCATED PER PLANS II 11 PRECAST WDW. SILL - TYP. AT IV STD. tNDW. OPNG. Q - z II Il 4" r 3 1/2" MINI. CONC. SLAB (2500 PSI) N 1111 ( MIN. ,' W/ FIBERMESH OR 6x6 10/10 'NWM OVER VAPOR BARRIER n II FINISH GRADE co Itl CLEAN CO3MP,ACTED EARTH FILL #5 BAR DOWEL TIED TO 416 MONOLITHIC SLAB EDGE FTG. REBAR AT EA. 20" FOOTING PER SLAB PLAN REINF. FILLED CELL AS TIN. LOCATED PER SLAB PLANT TYP. EXT, 2 -STORY WALL SECTION SCALE: 1 /2"=1'-0" NO STRUCTURAL MEMBER OR BLDG. SERVICE SHALL PENETRATE THE FIRE RATED SHAFT'WALL BETWEEN UNITS. ASPHALT SHINGLES ON STRUCTURAL SHEATHING 4'-0" MIN.EACH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING P,ATTERNI) PROVIDE FIRE RETARDANT TREATED WOOD ROOF � AND PRE-ENG'P,ED ROOF SHEATHINIG TRUSSES AT 24" O.C. >ct Q .� ct o RAKE TIE BEAK! bVf 1) �5 CONT. (. .1 MAINTAIN] 2" CLEARANCE � � TO P,EB.AR FROM TO 0� BEA�rI - 'PROVIDE -0' 1 FIRE CAULK OR `--RADIANT FIRE WOOL @ ROOF SHEATHING BARRIER, AND RAKE BEAhM CONSTRUCTION JOINT PRE-ENGINEERED N ROOF TRUSSES ; 1 1 l l l l f AT ,?4" O.C. A I A AA A l � z 1/`2" GYPSUM SD. P,-38 INSULATION] U SINGLE 3x8(16 CONC. FOAM CORE FILL INSULATIONIN ALL OPEN] w KNlOCKOUT SLK. COURSE CMU 'WALL CELLS - REFER TO ENERGY KNOCKOUT ELK. COURSE - FILL '�'fl CONIC. AND CALCULATION FOR R-VALLIE Op J 1-#5 BAS CONT - FILL W/ CONC. AND moo 1/2' DP,'fW,ALL OVER DBL. 1x2 P.T. II Y AT 24" O.C. (MAI(.) \LL J _io af W 8x8:16 2 HR. FIRE -RATED CORE -FILL 500 FOAM INSULATION IN CMU WALL � V z ALL OPEN CMU WALL CELLS 0 5 VERT. BAR LIED INTO r5 BAR x DO'i'IEL .AND TOP COURSE DEBAR AT m EA. REINF. CONC. FILLED BLOCK CELL 1 /2" DRYNALL OVER DBL. 1x2 P.T. o AS LOCATED PER PLANS CL 0 (MIN.) AT 24' O.C. (MAX.) 0 0 3/4" T&G PLYWOOD FLOOR -NAILED & 2x6 CONT. P.T. W/ (1) ROWS GLUED Yi/ 8d NAILS AT 12" D.C. IN FIELD X OF 1/'4"x 2-3,/4"' TAPCONS AT z AND 6" O.C. AT PANEL EDGES CMU 'WALL 12" O.C.- STAGGERED — PROVIDE DRAFTSTOPPING TO SEPARATE CEILING N AREAS NO GREATER THAN 50D S.F. 3/4" PLYti'roQD DECKING z 3 1/2" MIN. CONC. SLAB (2500 PSI) W,' FIBEP,MESH OR 6x6 10/10 W411 OVER VAPOR BARRIER '"4�— CLEAN COMPACTED EARTH FILL MONOLITHIC SLAB FOOTING PER SLAB PLAN! 2'-0" TYP. UNIT SEPARATION WALL SECTION AT ROOF TRUSS PARRELLEL TO FR41E WALL SCALE: 1/2°-1'-Q" LATEST REVISION DATE TO MASTER: 01-10-12 �lJ ri- Iz 0 0 T w �L Iy w ® C0 I Q ' —PRE-ENG'((RED. FLR. TRUSSES AT m � z AU U DOUBLE 8x8x16 CONC. Co ,v w BTWN. ADJ, UN(TSTAGGEP,ED KNOCKOUT ELK. COURSE C/3 Op �w00-01 - FILL W/ CONC. AND moo 1 /2" GYPSUM BD. II 1-#5 BA CONT. \LL N _io af W Q CORE -FILL 500 FOAM INSULATION IN �o ALL OPEN CMU WALL CELLS 0 m 1 /2" DRYNALL OVER DBL. 1x2 P.T. (MIN.) AT 24' O.C. (MAX.) 0 0 8x3x16 2 HR. FIRE -RATED X CMU 'WALL cc 0 5 1+'ERT. BAR TIED INTO 45 BAR o BOVEL AND TOP COURSE DEBAR AT EA. REINF. CONC. FILLED BLOCK CELL AS LOCATED PER PLANS z 3 1/2" MIN. CONC. SLAB (2500 PSI) W,' FIBEP,MESH OR 6x6 10/10 W411 OVER VAPOR BARRIER '"4�— CLEAN COMPACTED EARTH FILL MONOLITHIC SLAB FOOTING PER SLAB PLAN! 2'-0" TYP. UNIT SEPARATION WALL SECTION AT ROOF TRUSS PARRELLEL TO FR41E WALL SCALE: 1/2°-1'-Q" LATEST REVISION DATE TO MASTER: 01-10-12 �lJ ri- Iz 0 0 T w �L Iy w ® C0 I CN CV L 00 9 �`N\\ �® I > r L > LLI [1000 ILS 1 A c/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I MIES FOR CLARIFICATIONI of A D3 M/I ORLANDO Q ~ m � z i U ZD C.0 Lo Co ,v w mor--� W C/3 Op �w00-01 moo II W \LL N _io = W Q �o CN CV L 00 9 �`N\\ �® I > r L > LLI [1000 ILS 1 A c/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I MIES FOR CLARIFICATIONI of A D3 M/I ORLANDO O m U 00 CD z O0 i U ZD C.0 Lo Co ,v w mor--� C/3 _ Q r. LJ _U � 0-) co cNj II 0 O M \LL N _io W Q CN CV L 00 9 �`N\\ �® I > r L > LLI [1000 ILS 1 A c/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I MIES FOR CLARIFICATIONI of A D3 M/I ORLANDO