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HomeMy WebLinkAbout2639, 2641, 2643, 2645, 2647, 2469, 2651 River Landing Dr (a)LEXINGTON UNIT "A°' 12 5F— MEAN ROOF NEIGH +23'-3' TOP OF 2ND STY. WALL PLATE +18'-9 7/8" 2nd STY. FIN. FLR. �4 TOP OF IST STY. BILK. WALL jh +9 -4 FOAM SOFFIT BRACKET- EO. TOP OFSLA0B — " (REF. ELEV.) ELEVATION NOTES: 1. ALL RAISED AND SCORED BANDS SHALL BE SMOOTH SAND FINISH. 2. SCORED BAND REFERs TO FLUSH (NOT RAISED) BAND. SCRIBE LINE AT BAND WIDTH PER ELD,ATION. 3. ALL RAISED BANDS SHALL BE FOAM OR STUCCO (PER PLAN). 4. CONTROL JOINTS SHOWN ADJACENT TO WINDOWS ON SIDE AND REAR ELEVATIONS SHALL BE 6" FROM EDGE OF WINDOW JAMBS. 5. ALL SECOND FLOOR WINDOW SILLS HEIGHT SHALL BE A MIN 24" A.F.F. FOAM SOFFIT BRACKET #1 FOAM SOFFIT BRACKET(S) 1411 7/16° OSB SHEATHING GABLE END TRUSS OR FRAME WALL 7/8" CEMENT PLASTER ON PAPER BACK LATH AIR INFILTRATION BARRIER (DESIGN STANDARD: TY�`EK) MID -WALL WEEP SCREED 11/2' MIN. CEMENT `?'LAS TER 8" CMU WALL CONTROL JOINT DETAIL TOP OF BLOCK 1" = 1'-0" i DOORV WDW. FCS. HEYONU hNl�m 1-- „, % STONE DOOR/WDW. FOAM SOFFIT GABLE CORBEL 1'4" = 1'-0" PROJ. 3/4" m no KEYSTONE 1/4" = 1'-0" SARATOGA UNITgvcll bANU AI DOOR/ WDW. UANU AI -, Nud. ❑Ciulu DOOR/WDW. STONE WRIC IM aM BAND ATV J `v'IL J o NAKDtU WkNu - J - BAND AT FINISH PROJ. BEYOND DOOR/WDW, STONE DOOR/WDW. PRINCETON UNIT "Bly LEXINGTON ENDS _ _MEAN ROOF HEIGHT `r +23'-3' N i '1 OR' 1 TOP OF 2ND STY. _WALL PLATE 2nd STY. FIN. FLR. r TOP OF IST STY. _ BLK. WALL T9':44'— — _ FOAM SOFFIT `- RACKET- EQ. SPACED _ TOP OF SLAB IF +0'-0" CODE SUMMARY APPLICABLE CODES 1. FLORIDA BUILDING CODE 2010 - RESIDENTIAL 2. NATIONAL ELECTRICAL CODE - NEC 2008. 3. FLORIDA PRE PREVENTION CODE 2007 ElElElEl 07-01-12 � I 1 co � w CONSTRUCTION TYPE: UNPROTECTED, UNSPRINKLED L--- L FIRE PROTECTION RATING REQUIREMENTS: rill co J NO m J 7/16° OSB SHEATHING GABLE END TRUSS OR FRAME WALL 7/8" CEMENT PLASTER ON PAPER BACK LATH AIR INFILTRATION BARRIER (DESIGN STANDARD: TY�`EK) MID -WALL WEEP SCREED 11/2' MIN. CEMENT `?'LAS TER 8" CMU WALL CONTROL JOINT DETAIL TOP OF BLOCK 1" = 1'-0" i DOORV WDW. FCS. HEYONU hNl�m 1-- „, % STONE DOOR/WDW. FOAM SOFFIT GABLE CORBEL 1'4" = 1'-0" PROJ. 3/4" m no KEYSTONE 1/4" = 1'-0" SARATOGA UNITgvcll bANU AI DOOR/ WDW. UANU AI -, Nud. ❑Ciulu DOOR/WDW. STONE WRIC IM aM BAND ATV J `v'IL J o NAKDtU WkNu - J - BAND AT FINISH PROJ. BEYOND DOOR/WDW, STONE DOOR/WDW. PRINCETON UNIT "Bly LEXINGTON ENDS _ _MEAN ROOF HEIGHT `r +23'-3' N i '1 OR' 1 TOP OF 2ND STY. _WALL PLATE 2nd STY. FIN. FLR. r TOP OF IST STY. _ BLK. WALL T9':44'— — _ FOAM SOFFIT `- RACKET- EQ. SPACED _ TOP OF SLAB IF +0'-0" CODE SUMMARY APPLICABLE CODES 1. FLORIDA BUILDING CODE 2010 - RESIDENTIAL 2. NATIONAL ELECTRICAL CODE - NEC 2008. 3. FLORIDA PRE PREVENTION CODE 2007 DATE TO MASTER: 07-01-12 BUILDING TYPE: 2 STORY TOWNHOUSE 1 co � w CONSTRUCTION TYPE: UNPROTECTED, UNSPRINKLED = ¢= Uv FIRE PROTECTION RATING REQUIREMENTS: rill co J NO m J REQUIRED PROVIDED 1. PARTY AND FIRE WALLS 2 HR. 2 HR. 2. INTERIOR BEARING WALLS 0 0 3. INTERIOR NON BEARING PARTITIONS PER 705.1.2 0 0 4. COLUMNS 0 0 5. BEAMS, GIRDERS, TRUSSES AND ARCHES 0 0 6. FLOOR CEILING CONSTRUCTION LLJ 7. ROOF CEILING CONSTRUCTION 0 0 8. EXTERIOR BEARING WALLS o HORIZONTAL SEPARATION: (PARRALLEL WALLS) 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 'HALLS) 0 ft. to 6 ft 0 % OPENINGS 1 (0%) N/A (0% OVER 6 ft 0 0 LATEST REVISION DATE TO MASTER: 07-01-12 . �; I 1 co � w C13 Lu 2 I— = ¢= Uv QU�it=o rill co J NO m J - Gf� N LL- Lu Q 0 Lu 11 n� w cn 2 i Lu 0O �I O co- co � L . �; I 1 co � w C13 Lu 2 I— = ¢= Uv QU�it=o rill co J NO m J - Gf� N LL- Lu Q d 11 C:) CN Lr I N O �I LLJ LLJ o v' w O co- co � L U coo Z ' LIS I L L U co � w C13 Lu 2 I— = ¢= Uv QU�it=o rill co J NO m J - Gf� N LL- Lu Q d C:) CN Lr I N O �I LLJ LLJ o v' w Lu I-- ::D O U) co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY; ANY DISCREPENCIES TO BE REPORTED TO Mil 1-10i',AES FOR CLARIFICATION! s 1 t 2If s l ®f1 4 MII ORLANDO 10 MEAN ROOF HEIGHT +23'-5 TOP OF 2ND STY. PALL PLATE +i8'-1 7/8' 2,nd STY. FIN. FLR. ' '4" TOP OF IST STY. ELK. WALL 'k- lOp OF SLA3�_ —I — — I— LEXINGTON UNIT "All 4' CWMTL. OFF -RIDGE Ll W SOUARE HOOD �'�ROOF VENT SLOPE 5;12 4'-O' MIN, TYP. ALL UNITS PRINCETON UNITPfEPI 4' CALV. 41TL. OFF -RIDGE '''ENT• 4'-0' 4'-C" MIN. TYP, ALL UNITS MIN. TYP. ALL UNITS SHINGLE ROOFING 8"N. SCORED LINE — — — — — ALONG SOFFIT - TYP. 8"W. W. SCORED BAND AT 2 -o" DOOR/W. 2'_8^ L—u =LJ I J C3 -------------------------------------- TEXTURED WALL FINISH 8"l SCORED BAND AT DOOR:�`'14L�4Y. PRINCETON UNIT "B" 4 SAL�, O � . MTL. u,� -P n„iD�L VENT -1--*' MIN. TV. ALL UNITS 11,IIN. TIP. ALL UNITS SARATOGA UNITIICIf ""�4' CALV. MTL OFF -RIDGE VENT MIN. TYP, ALL UNITS TYP. ALL UNITS SLOPE 5:12 SLOPE 5;12 SHINGLE ROOFING LL TEXTURED WALL FINISH 2'_q" TEXTURED WALL FINISH J � U -- — — — — —— C.J. 8'W. SCORED TEXTURED 'NEI ; WISH BAND AT DOOR ?�4D4Y. SIDE ELEVATION B - "LEXINGTON" UNIT 1/4" = V-0" FE Ti PRINCETON UNIT►IEII , "�4' GALV. MTL OFF -RIDGE GENT 4'-0"4'-0" MIN. TYP. ALL UNITS MIN. T.'P. ALL UNITS SHINGLE ROOFING PRINCETON UNIT IMI CALV. MTL OFF -RIDGE VENT MIN. TYP, ALL UNITS 8"1Y. SCORED LINE ",LONG SOFFIT - TYP. i 2'_C" TEXTURED WALL FINISH r 8r,W. SCORED BAND .AT DOOR,/Rvv. 2'-6A :J CU SQUARE HOOD — ----------------- ------ P,OOr VENT - c.J. C.J. SLOPE 5;12 LEXINGTON UNITIIA►I 4' G40. MR. OFF -RIDGE '4'EN T p"W. SCOPED / I ` BAND AT DOORt/WDW. MEAN ,ROOF HEIGHT +23'-5' TOP OF 2ND STY. WALL PLATE — - +18'-9 7/,8,r 2nd STY. FIN. FLR. TOP OF 1ST STY. SLK. WALL +9'-4n TEXTURED 4YAL FINISH -----------— — — — — — — — — — — — — — — — —TOPOF_SLAB (REF. ELEV.) MP" A M I—I 71 to TrI^A, I SIDE ELEVATION B -" LEXINGTON" UNIT LATEST REVISION DATE TO MASTER: co 00U 07-01-12 U CM0 COO0 Lwl =F- Lu 1-0- 11D QuJ U CD U 2E rn � a� 0<-I O �i Lu _U W U) u� O _�ff'z ��7 � CV O co 00U U CM0 COO0 Lwl =F- Lu 1-0- 11D QuJ U CD U 2E rn � a� 0<-I �i W " LL_ � CV LO Zz � CV _g T Y.sYv! O co 00U U CM0 COO0 Lwl =F- Lu 1-0- 11D QuJ U CD U 2E rn � a� 0<-I Jzoco W " LL_ � CV LO Zz � CV _g T Y.sYv! LLJ Lu o I° � p® ' o ' O CrJ�S'� �.d ) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPDgCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! i ) 2of14 M/I ORLANDO 0 C+ AIW_ff ' ml LTAIKE■t•wj LEI II■=s: 159'-6° UINI i u a NAW1■��7 2x4 DRYWA SHE LTJ►1■�:7 �r DETAIL UNITS Y / "CI' / pDn m WDW.ROUGH OPNG.NOTE 36718263 WIDTH x HEIGHT (IN INCHES) AREA DATE TO MASTER: TAB UGIT UN IT UNIT UNIT UBf< UNIT UNIT CONC. 1st STY. LIVING 834 PATIO W/ THK. 680 734 734 834 5284 o 46 EDGE 889 901 901 946 6385 a' 1780 1635 1635 1569 AC 11669 ENTRY _ 01 51 51 84 'E" 4'-10° GARAGE - 12080 SGD 230 230 236 230 230 238 1632 LANAI - 41 NA NA 41.0 NA NA 41 82 TOTAL U.R. 2099 1916 1916 1889 1916 1916 2099 13751 9'4 CLG. HT. DINING 9'4 CLG. HT. CARPET LIMING CARPET V40 1/2" 6'-6 1/2" CV _ I n 342"H. 2"H. 2x KNEE WALL I N I QJ f 7f 1 If 3-8 A 2'-011/2" 2668 —� — r--- ccl 36" TOP -- -- - �BRG, oto - WALL -- 010 DESK 9'-4n CLG. HT. NICHE IIT. I 42" Co KNEE TILE "' 1 WALL SLOPED 2668 1 W/ STAIRS = = - - 7'-31/2° 3'-81/2" 5 SH. —C- 4 — '-81/2" 1 — — 0 2868 TEL CABLE BRG. WALL PANEL UP (D (1 20 MIN — DBL 2X12 SYP FIRE DR,�ANCHOR RIW.H. 2868 HDR W/ 3 POST TO SLAB � STUDS EA. END n L� 3068 PROVIDE LAYER OF 5 8" TYPE Y GYP BD, 9'-4° CLG. H . 148.6 AT GARAGE CEILING AND '2" 1 GYP. BD. AT I ! 6' GA�AGE FRAME WALLS 5'-7" 9° GARAGE ENTRY T-4" CLG. HT, - 9'-4" CLG. HT. 8^WSOFFIT o F---------N P.C. UNTE- 8x8 AB M. COURSE ABV. B K.COL i s g o i i I 8070 OVERHEAD DR. 39.6 -111/20 21'-10 1/2" PRINCETON LEI II■=s: 159'-6° UINI i u a NAW1■��7 2x4 DRYWA SHE LTJ►1■�:7 �r DETAIL UNITS Y / "CI' / pDn m WDW.ROUGH OPNG.NOTE 36718263 WIDTH x HEIGHT (IN INCHES) AREA DATE TO MASTER: TAB UGIT UN IT UNIT UNIT UBf< UNIT UNIT TOTAL L 1st STY. LIVING 834 734 734 680 734 734 834 5284 2nd STY. LIVING 46 901 901 889 901 901 946 6385 TOTAL LIVING 1780 1635 1635 1569 1635 1635 1780 11669 ENTRY _ 01 51 51 84 51 51 40 368 GARAGE - 238 230 230 236 230 230 238 1632 LANAI - 41 NA NA NA NA NA 41 82 TOTAL U.R. 2099 1916 1916 1889 1916 1916 2099 13751 1st STY. FLOOR PLAN 1st STY FLOOR PLAN NOTES: 1. ALL INTERIOR FRAME WALL ARE DRAWN ,AND DIMENSIONED TO BE 3 1/2° WIDE UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR BLOCK ARE SHOWN ,AND DIMENSIONED TO BE 7 5/811 WIDE UNLESS OTHERWISE NOTED. 3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTA. GROUTED FILLED CELLS ARE CONSIDERED SHEAR WALLS. 4. ® INDICATES FRAME BEARING WALL WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO WALL SUPPORTING GRAVITY LOADS ONLY. ,ALL UPLIFT LOADS ARE HANDLED BY QUICK -TIE INSTALLATION. SEE SHEET 11 FOR ADD'L. INFORMATION 5. ® INDICATES FILLED REINFORCED VERTICAL BLOCK CELL - CONT. FROM FOOTING TO C.M.U. TOP COURSE 6. INDICATES 8" CMU WALL. TOP OF +9'-4° ABOVE TOP OF SLAB. 7. INDICATES 2 -HR. FIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL CONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG. SERVICE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL. 8. PROVIDE UL TESTED FIRE CAULKING ON ALL ELECTRIC,AL,PLUMBING AND MECHANICAL PENETRATION THROUGH RATED WALLS AND CEILINGS 9. VENT DRYER TO OUTSIDE THROUGH ATTIC OR WALL 10. PROVIDE 24"w. WALL CAVITY, VOID OF STUDS, BEHIND WASHER FOR PLUMBING BOK ,AND STACK. 11. PROVIDE 12"w, WALL CAVITY, VOID OF STUDS, AT SHOWER CONTROL VALVE LOCATION, 12. INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS. 13. XX.X - INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW OPENING. 14. "FLR'G LINE" - INDICATES CHANGE IN FLOOR FINISH. 15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES. 16. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) WI' WALL MOUNTED HANGERS AT LOCATIONS SHOWN. LATEST REVISION DATE TO MASTER: � �-- 07-01-12 V coCf)w_ I oo�� Q� uj ; cy') C� O Q J LCL j N V— LLJ Q 0 Imo; t CN Lu 1e ® Lu Cdr LLI O I O O m � �-- U w cZ fl E c0 W cfl V coCf)w_ I oo�� Q� Q�LLJ=o ; cy') C� O Q J LCL j N V— LLJ Q Imo; t CN 1e I LLJ � W O m � �-- U w cZ fl E c0 W cfl V coCf)w_ caw =I-- oo�� Q� Q�LLJ=o cy') C� O Q J LCL j N V— LLJ Q C::> cV t CN O Lj LLJ � W L 1.0 o u:) _j C/D DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO ibfrl HOMES FOR CLARIFICATION! t t t t t t 3ofl 4 t Hill ORLANDO .r1 111 1 / i `RI Is 1 L# V 1141 1 ® ul Y i I V V 1 Y 1 I! ED V 0 4 1 F ONE-HOUR RATED ?/16" EIRE RETARDANT SHEATHING 4' MINIMUM EA. SIDE OF SEPARATION WALL J. STUD 2x� STUD D 8" Cil U WALL REINF. FILLED CELE e . 4 14. • a 2x6 P.T. STUD 2x:1 STUD PLUMB'G STACK 24' VOID PLACE DBL DBL WALL STUD ADJ. TO STUD VENT PIPE 8 T u S P ACI WASHER BOX DETAIL @ WASHER. `8" Ex T. PORTLAND CE��IENT I ''``'2" x 8"L. THREADED ROD ��ri' "1" RHD. WASHER PLASTER ON PAPER B U""KED r SET IN EPDXY FILLED 5''8" DIA. DRILLED EXPANDED iMETAL LATEI ON TYVEK J' CLEANED HOLE �4" iIMIN. EMBED INTO CiYJU WALL) BOLT INSTALLATION NOTES: k3" Pvl N. EDIE DISTANCE $ BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION WALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL TYP. CMU TO FRAME WALL DETAIL AT SEPARATION WALL. 36 7(8 z 63 WIDTH x HEIGHT (IN INCHES) WALL LEGEND INDICATES 2x4 BEARING WALL W; QUICK TIE SYSTEM HOLDDOWNS FROM TOP OF IST STORY BLOCK WALL TO SECOND STORY TOP PLATE. SEE SHEET 11 FOR ADD'L. INFORMATION INDICATES 2x4 BEARING WALL ABOVE LAM. BEAM. PROVIDE STRAPPING PER DETAIL p ON SHT, 12 INDICATES 2—HR. EIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL CONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG. SERVICE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL. REFER TO SEPARATION WALL DETAIL(s) FOR ADDITIONAL INFORMATION. SECOND STORY PLAN NOTES: 1. DRYER VENT BOX — VENT THRU ROOF. 2. 24" W. WALL CAVITY, VOID OF STUDS, FOR WASHER BOX AND STACK. 3. 12" W. WALL CAVITY, VOID OF STUDS, FOR SHOWER VALVE AND/OR HEAD. 4. HARZARDOUS GLAZING LOCATION, INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND/'OR WINDOWS. 5. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION. ALL FRAME WALLS ARE DRAWN AND DIMENSIONED TO BE 3 1/2" WIDE UNLESS OTHERWISE NOTED. 6. PROVIDE DRAIN PAN BELOW EACH WASHER. DRAIN LINE TO EXTERIOR. 7. PROVIDE 2x4 AT 24" O.C. VERT. LADDER BLOCKING AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME WALLS FOR INSTALLATION OF INSULATION. LATEST REVISION DATE TO MASTER - 07 -01-12 o LLI ILI U) LLI 0 jj TAB UNIT UNIT UNIT UNIT IT UNIT ARE U IT A TBLDGI OTAL 1st STY. LIVING 834 734 734 680 734 834 4550 2nd STY. LAING 946 901 901 889 901 946 5484 TOTAL LIVING 1780 1635 1635 1569 1635 1780 10034 ENTRY 40 51 51 84 51 40 317 GARAGE 238 230 230 236 230 238 1402 LANAI 41 NA NA NA NA 41 82 TOTAL U.R.21099 1916 1916 1889 1916 2099 11835 SECOND STORY PLAN NOTES: 1. DRYER VENT BOX — VENT THRU ROOF. 2. 24" W. WALL CAVITY, VOID OF STUDS, FOR WASHER BOX AND STACK. 3. 12" W. WALL CAVITY, VOID OF STUDS, FOR SHOWER VALVE AND/OR HEAD. 4. HARZARDOUS GLAZING LOCATION, INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND/'OR WINDOWS. 5. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION. ALL FRAME WALLS ARE DRAWN AND DIMENSIONED TO BE 3 1/2" WIDE UNLESS OTHERWISE NOTED. 6. PROVIDE DRAIN PAN BELOW EACH WASHER. DRAIN LINE TO EXTERIOR. 7. PROVIDE 2x4 AT 24" O.C. VERT. LADDER BLOCKING AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME WALLS FOR INSTALLATION OF INSULATION. LATEST REVISION DATE TO MASTER - 07 -01-12 o LLI ILI U) LLI 0 L Lu O CIS _i U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY. ANY DISCREPENCIES TO BE .REPORTED TO �i i'l HOMES FOR CLARIFICATION! ° ° 4®f 14 ° Mil ORLANDO L oco co U z �0cflow� ca W oo�G-fco Q Q = < L2LJ 0 U c, I — CD O i �Coc,,jLL. LLi m Q Lu i. L Lu O CIS _i U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY. ANY DISCREPENCIES TO BE .REPORTED TO �i i'l HOMES FOR CLARIFICATION! ° ° 4®f 14 ° Mil ORLANDO L oco co U z �0cflow� ca W oo�G-fco Q Q = < L2LJ 0 U c, I — CD O < �Coc,,jLL. LLi m Q L Lu O CIS _i U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY. ANY DISCREPENCIES TO BE .REPORTED TO �i i'l HOMES FOR CLARIFICATION! ° ° 4®f 14 ° Mil ORLANDO L Q LLJ O Lu L Lu O CIS _i U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY. ANY DISCREPENCIES TO BE .REPORTED TO �i i'l HOMES FOR CLARIFICATION! ° ° 4®f 14 ° Mil ORLANDO Q L 136'-D' L Z � i.J 1 11 1 1 ■ 1 L I V I 1 V 11 a Is I I I..+ ELECTRICAL LEGEND co STANDARD SWITCH ' 3 WAY SWITCH n LU m�w� 4 WAY SWITCH o om DIMMER SWITCH of PUSH BUTTON < LLJ CD c" DUPLEX OUTLET GFI G.F.I. DUPLEX OUTLET OF WATER PROOF/G.F.I. DUPLEX CUTLET 220 220 VOLT OUTLET CLO CEILING MOUNTED DUPLEX OUTLET �Uc UNDER COUNTER DUPLEX OUTLET ® CLG. MOUNTED OUTLE FOR GAR. DOOR OPENER r r PRE -WIRED JUNCTION BOX NPRE-WIRED P.W. FAN JUNCTION BOX CEILING MOUNTED LIGHT FIXTURE 1 CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE ATTIC P.C. LGT. ATTIC PULL CHAIN -� RECESSED LIGHT FIXTURE VP RECESSED -VAPOR PROOF LIGHT FIXTURE -0 WALL MOUNTED LIGHT FIXTURE -0 L.T. T. COACH LIGHT (PRE -WIRE AS NOTED) FLOOD LIGHT O 1x4 1'x4' FLUORESCENT LIGHTING O 20 2'x4' FLUORESCENT LIGHTING FLUORESCENT STRIP C UNDER CABINET FLUORESCENT STRIP WALL MOUNTED INCANDESENT STRIP E, F. EXHAUST FAN E.F. UTE EXHAUST FAN WITH LIGHT Sa SMOKE & CARBON MONOXIDE DETECTOR O SPEAKER PRE -WIRE ELECTRICAL PANEL =17 A/C DISCONNECT ELECTRICAL METER TELEVISION OUTLET < TELEPHONE JACK F -m NETWORK JACK s T�5 Lj W =1M 1st STY. ELECTRICAL PLAN - 1/4" ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL, STATE AND 2008 NEC. 2. .ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED & VERIFIED AT PRE -CON MTG. 3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTERS) AND SHALL "TAMPER-RESISTANT" PROTECTION DEVICE. 4. ALL GARAGE OUTLETS SHALL BE G.F.I. 5. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS. 6. CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0" OF EACH DESIGNATED BEDROOM. 7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR. 8. ALL RECEPTACLES IN DAMP AND WET LOCATIONS SHALL BE WEATHER RESISTANT TYPE DEVICES. 9. ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, WHERE NECESSARY. H LATEST REVISION DATE TO MASTER: 07-01-12 Lo Oco co z I I-- �U n LU m�w� C13 Lu o om = s-- of U < LLJ CD c" O <w ch 0 J � Q ® C\i � N O r r :i Q 1 L_u e � 1 O z � Lu Oco co z I I-- �U n LU m�w� C13 Lu o om = s-- of U < LLJ CD c" O <w ch 0 J � Q ® C\i � N O r r Q L_u e � 1 O z � Lu L1 LL1 ® Cd) J C/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO iM! HOS+IES FOR CLARIFICATION! 6ofl4 M/1 ORLANDO vIVs ! 1"1 UIVI 1 0 UINI i 0 UINI I u U14I I D UIVI I ® V1141 1 �. ELECTRICAL LEGEND bc;- STANDARD SWITCH O 3 WAY SWITCH co 4 WAY SWITCH DIMMER SWITCH p PUSH BUTTON co Lu DUPLEX OUTLET on G.F.I. DUPLEX OUTLET W�P/GFI WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET 0 LOG CEILING MOUNTED DUPLEX OUTLET Uo UNDER COUNTER DUPLEX OUTLET a CLO. MOUNTED OUTLET FOR GAR. DOOR OPENER <L PRE -WIRED JUNCTION BOX FAN . ❑D PRE -WIRED FAN JUNCTION BOX - CEILING MOUNTED LIGHT FIXTURE I CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE A71C P.C. LOT. ATTIC PULL CHAIN RECESSED LIGHT FIXTURE �VP RECESSED -VAPOR PROOF LIGHT FIXTURE -Q WALL MOUNTED LIGHT FIXTURE F-0COACH.COACH LIGHT (PRE -WIRE AS NOTED) FLOOD LIGHT O 1x4 1'x4' FLUORESCENT LIGHTING O 20 2'x4' FLUORESCENT LIGHTING FLUORESCENT STRIP C C C UNDER CABINET FLUORESCENT STRIP WALL MOUNTED INCANDESENT STRIP E.F. EXHAUST FAN LIFE EXHAUST FAN WITH LIGHT S p SMOKE & CARBON MONOXIDE DETECTOR o SPEAKER PRE -WIRE ELECTRICAL PANEL EC_1 A/C DISCONNECT u] ELECTRICAL METER TVA TELEVISION OUTLET ✓I TELEPHONE JACK m NETWORK JACK ELECTRICAL NOTES: 1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL, STATE AND 2008 NEC. 2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED & VERIFIED AT PRE -CON MTS. 3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTERS) AND SHALL "TAMPER-RESISTANT" PROTECTION DEVICE. 4. ALL GARAGE OUTLETS SHALL BE G.F.I. 5. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY BACK-UP & WIRED IN SUCH ,A MANNER THAT ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS. 6. CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0" OF EACH DESIGNATED BEDROOM. 7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR. S. ALL RECEPTACLES IN DAMP AND WET LOCATIONS SHALL BE WEATHER RESISTANT TYPE DEVICES. 9. ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, WHERE NECESSARY. LATEST REVISION DATE TO MASTER: 07-01-12 0 W ® U? —I CCn DO NOT SCALE PRINTS' CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES FOR CLARIFICATION! � U s t v v 70fl 4 a M/I ORLANDO D CV O co U co z L ] co Lu 03 CD UD in Of LJJ = Q w = ~o � 1 a {I <L { �--a LLI Q I CL w 0 W ® U? —I CCn DO NOT SCALE PRINTS' CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES FOR CLARIFICATION! � U s t v v 70fl 4 a M/I ORLANDO D CV O co U co z L ] co Lu 03 CD UD in Of LJJ = Q w = ~o � 1 _1 (, O M O <L L_ Cf) C,,j L'- �--a LLI Q v CL 0 W ® U? —I CCn DO NOT SCALE PRINTS' CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES FOR CLARIFICATION! � U s t v v 70fl 4 a M/I ORLANDO D CV r LJJ � 1 LL] O � v w 0 W ® U? —I CCn DO NOT SCALE PRINTS' CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES FOR CLARIFICATION! � U s t v v 70fl 4 a M/I ORLANDO co FIN. ccA 4" GRDE 0 0 0 2-#5 BARS CONT, ON CHAIRS 1 TYP,1-STY, SLAB EDGE BRG. WALL or O O 1 14 1561. 5 BARS CO T. ON CHAIRS INT, FRAME BRG, WALL FTG, t P "-3-#5 BARS CONT. ON CHAIRS 2 TYP, 2 -STY, SLAB EDGE VERIFY w!` DOOR ti{kF. 11 1 (3)-�N s CONT.CHAIRS DRIVE WAY � SLAB EDGE FTG. AT � GARAGE DOOR OPNG, CURB WIDTH AS STATED ON PLANS VARIES VARIES I LANAI SLAB ORENTRY - 4' FO ARS PAVERS ON 3_�5BARSS CONT, ON CHAIRS RAISED CURB FTG, AT GARAGE EST, WALLS SLOPE 0 1 #5 C S" ONT. PATIO/ENTRY SLAB EDGE 7 1/2' CURB VARIES I VARIES z � #5 BAR � 4" AT 24' O.C. 4-#5 BARS 2'-C" CONT. ON CHAIRS aA RAISED CURB FTG, BTVVN, GARAGE INT, WALLS VARIES cc 1 #5 CONT. INT, NON-BRG, SLAB STEP DN. FTG, VARIFS 4" 3-,,#5 BARS CONT. ON 2'-0" CHAIRS s INT. BLK, WALL FTG, AT SLAB STEP DN. BTN, GARAGE ADJ, UNIT INTERIOR MALLS #5 BAR 4 w, 31 -5 AT 24' O.C. 4-#5 BARS CONT. ON CHAIRS g TYPICAL FTG, INT, SEPARATION WALLS BRG. WALL VARIES � ®I 3-#5 BARS CONT. ON 1'-8" CHAIRS INT, BRG, WALL FTG, AT SLAB STEP DN, g" Ctr{Li BAR DO1 EL FIN AT EA. REINF. GRADES FILLED CELL TOP OF FTG, 4-1 1/2" A.F.F. *_j • s COI'T. 2'-0° TG. T. CONC. STEM WALL DETAIL AT ENTRY TYPICAL EDGE A O ® PIPING PIPE (6" DIA. MAX.) SLEEVE (DIA. LARGER THAN PIPE) TYP, PIPE TH U FTG, DETAIL AS REQ'D, STEM MONO MONO eN STEM EXTEND STEM WALL FTG. DEPTH OF REBAR 2'-1" INTO MONOLITHIC N O MONOLITHIC SLAB SLAB EDGE SOIL PAVERS SONt' EDGE TO ,MATCH SAND BASE BOT, OF STEM WALL FTG. `r FIN. z � GRADS 45 o� STEM WALL 2'-C FTG. REBA"i �a BRICK PAVER DETAIL xx STEM FALL FTG, TO MONO SI AR FnrF TRANgITlnN SLAB PLAN FOUNDATION NOTES: 1. 0 INDICATES FILLED CELL W/ 3,000 PSI GROUT WI 1-#5 REBAR UNLESS NOTED OTHERWISE. 2. DO NOT SCALE PRINTS! CONSTRUCT FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES TO BE REPORTED TO P/I HOMES FOR CLARIFICATION. 3. REFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING WALL, AND CONCUIT UNDER SLAB LOCATIONS. 4. AC PADS TO BE 12„ MIN. CLEARANCE FROM SLAB EDGE. 5. T.O.F. = TOP OF FOOTING LATEST REVISION DATE TO MASTER: 07-01-12 0 C/) C!) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIiNIENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO tr111 HONIES FOR CLARIFICATION! B a A 8of14 Mil ORLANDO Lo -1..- C-4 O 00U , U co o w t� CLI o O {--=U,� , i J.; {� I i Z O C7 U J 1 I < Lli N LL ---� m Lu 0— Q � ::D _� Lu 0 C/) C!) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIiNIENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO tr111 HONIES FOR CLARIFICATION! B a A 8of14 Mil ORLANDO Lo -1..- C-4 O 00U , U co o w t� CLI o O {--=U,� Q w = Lj�rn� {� ElfJ Z O C7 U J O iC < Lli N LL ---� m Lu 0— Q � 0 C/) C!) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIiNIENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO tr111 HONIES FOR CLARIFICATION! B a A 8of14 Mil ORLANDO Lo -1..- C-4 �. o {� I ee ---� m z ::D _� Lu 0 C/) C!) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIiNIENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO tr111 HONIES FOR CLARIFICATION! B a A 8of14 Mil ORLANDO i.11 111 I I—i v 1 v I v ve m t v ° •. . - LINTEL NOTES: 1. REFER TO PLAN(S) FOR B070M OF LINTEL HEIGHTS. 2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI 9 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. ELL 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. 1 ON TOP COURSE FILL 11777-7.71 W/ CONC. 1-#5 ; s; (MIN. 6-1/2° BRG. ON ENDS) 8"H. RECESSED PRECAST --J "U" LINTEL -UNFILLED W/ R (MIN. 6-1/" BRG. ON ENDS) 8"H. KNOCKOUT CMU TOP t COURSE FILL W/ CONC, & 1-#5 FELT PAPER OR SCREEN o o UNFILLED CMU COURSE(S) 8"H. PRECAST "U" LINTEL - UNFILLED (MIN. 4" BRG.ON ENDS) 8"H. RECESSED PRECAST L ----J °U" LINTEL -UNFILLED U (MIN. 4" BRC. ON ENDS) 22R I_ ®-.. 8"H. KNOCKOUT CMU TOP m: COURSE FILL W/ CONC. & 1-#5 8"H. PRECAST OR PRESTRESSEB = ' "U" LINTEL -FILL W/ CONC. & 1-#5 0; , '=r +' (MIN. 6-1/2" BRC. ON ENDS) COURSE FILL 8'H. RECESSED PRECAST L-----� "U" LINTEL -FILL W/ CONC. & 1-#5 (MIN, 6-1/2" BRG. ON ENDS) 03 'R (MIN. 6-1/2" BRG, ON ENDS) 8"H. KNOCKOUT CMU TOP .' LJ COURSE FILL W/ GONG. & 1-#5 -- I CMU COURSE(S) FILL W/ CONC. o U8"H. PRECAST OR PRESTRESSED ` ^::'� "U" LINTEL -FILL Wf CONC. & 1-#5 ,y... :_.� . (MIN. 6-1/ 2" BRG. ON ENDS)' 8"H. RECESSED PRECAST ----J "U° LINTEL -FILL W/ CONC. & 1-p 0 (MIN. 6-1/2' BRG, ON ENDS) q }- O�DCMUJOIFILL W/ CONC. - NO B°H. KNOCKOUT CMU TOP COURSE FILL W/ 3D00 PSI CONC. & 1-5 = 0 STIRRUPH S W ACI 180 00!� N 0 16" O.C. COURSE FILL 8'H. PRECAST OR PRESTRESSED "U" LINTEL -FILL W/ 3000 PSI CONC. & i-:5 R5 (MIN. 6-1/2" BRG, ON ENDS) }- O�DCMUJOIFILL W/ CONC. - NO 8"H. PRECAST 'U" UNTEL COURSE FILL °[ '., W/ CONC. #.5, (MIN. 6-1 "2° BRO. O l ENDS) SiiWU ACI i30' 6 O H @ 12" U. HOOK 12' O.0 Bill , i w HERE a, ro rm - A a 16 mok 11 LATEST REVISION DATE TO (MASTER. - 07 -01-12 LWY ui °0 - 0 LLJ LLJ U, LLI 0 _ O C.0 U � co Z � � LTJ co c� C 0 LLJ o p � C _ c; Q LLJ =o 0�RA J ZO C")CD CD J LL. U) N LL LLJ m C DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIRCATION! a a 1 l ®f14 a N1,11 ORLANDO PRE-ENGINEERED ROOF TRUSS OR CONV. FRAMED RAFTER SIMPSON "HETA20" STRAP AT E.A. TRUSS - NAILS PER SCHEDULE - L.JI V I 1 ► % LJI V I 1 U `L1 11 1 v - • •. • -- "HETA20" STRAP NAILING SCHEDULE UPLIFT # OF NAILS VALUE REQUIRED 1810 '9)104 x 1-1/2" 1200 '6`10.4 x 1-112" 300 (4)104 x 1-1/2"1 iL- I `-CMU WALL TYPICAL TRUSS TO ' I 1 GABLE END FLR. TRUSS BLOCK WALL CONNECTION 2x4 CONT, RIM BOARD x UNLESS OTHERINISE NOTED ON THE PLAN x UPLIFT LOAD REQUIREMENTS OBTAINED FROM SEALED ENGINEERING DRAWINGS FROM TRUSS ,MANUF. FLOOR TRUSSES GABLE END FLR. TRUSS AT 24" O.C. MAX.- 2x4 CONT, RIM BOARD TOP & BOT. CHORD U co z '01AT I CONNECT TO EA. FLP,. CMU NALL - SIMPSON "HETA2D" ANCHOR � TRUSS W/ (4)16d NAILS AT 2!" O.C. MAX. - PROVIDE ryoor SETBACK FACE OF lAf RIM BOARD 1/2" EROV i3LOCK :�F// FACE OF CMU 'ill ALL O 2" MIN. DIMENSION SIMPSON "HETAFLOOR20" ,ANCHOR LLJ RUSS �TILLAALL TO STRAP FROM NAIL FACE OF BILK. WALL Lu Q TYPICAL d FLR. ) jJ TRUSS / BEAM r'� PERP 2/ CMU WALL 2NNECTION UPLIFT STRAP CO $ UNLESS OTHERWISE NOTED ON THE PLAN 2or3PIY16"DP FLAT_ CONC. BLOCK GIRDER PUSS/WALL CONNECT HANGER TO CMU 'RALL INlr (6) 11`4"x2-11`2" SIMPSON "TITEN ,� HD 2 PLY-SIMPSON LGUM28-2 HANGER 'N/ (5) SDS- 1/!"x2 rr 1/2" SCREWS TO TRUSS J' ± j2`35r MAX UPLFT) j I 3 PLY-SINIPSON LGUM28-3 HANGER Wl / (6) SDS- 1/4"x2 1/2" SCREWS TO TRUSS j ,3575 # MAX UPLIFT} - FLAT GIRDER TRUSS TO CMU WALL 1� >-IAN]rF'R rr)NINIPr-Tlr)Nl 2x4 X -BRACING AT 2x4 BOX FR4F AT 48' C.C. MAX. Vi/ OSB 48" O.C. MA;{, IN SHEATHING EA. SIDE (CONNECT TO 2x4 15" DP. FLOOR FIRST (2'TRUSS BAYS -OR 3d NAILS AT 6' O.C.) AT FIRST (2) TRUSS TRUSSES PER PLAN CONNECT EA. END BAYS -CONNECT EA. CORNER Wr' {2)10d W/ (2)104 TOENAILS tOENAILS7 16" DP. GABLE END FLR. TRUSS OR 16" DP. LAY. BEAM PER PLAN SETBACK FACE OF RIM BOARD 1/2" FROM FACE OF BLOCK CONC. BLOCK VdALLPROS+'IDE SINIPSON ETA20" ANCHOR ,AT ALTERNATE O.C. MAX. - PROVIDESOUD 2x4 BRACING BT1NN. FROM FACE IOFNi BLKLNPLLL-/ CHORDSLFOR NAILINGRFILL ALLNAIB OT FLR. TRUSSES HOLES 3 PERIMETER WALL DETAIL 2 TRUSSES PARRALLEL TO WALL CMU SEPARATION WALL BTWN. UNITS TYPICAL FLR, TRUSS / BEAM 4 �2 PARALLEL TO CMU WALL UPLIFT STRAP CONNECTION SIMPSON "LSTA12" OR QUICK -TIE "LS12" FLAT STRAP CONNECTING EA. 2ND STY. STUD TO TOP PLATE CENTER STRAP ON BOT. OF TOP PLATE -\ WDW. OPENING PER PLAN DEL. STRAP AT EA. SIDE OF OPNG. GIRDER TRUSS CONNECTOR VARIES -SEE OR LVL BEAiM PER PLAN SiM?SON "HTT16" 'vV,l PLAN FOR INFORMATION SIMPSON 'LSTA12' OR QUICK -11E '"LS12" FLAT STRAP51'8" THREADED ROD CONNECTING EA. 2ND STY. STUD TO GIRDER TRUSS OR TC BILK. 'HALL IN EPDXY FILLED D HOLE BEAM. CENTER STRAP ON BOT`. OF TRUSS OR BEAM W/ 5" MIN. EMBED FILL' ALL NAIL HOLES 2ND STY FRAME WALL TO GIRDER OR BEAM STRAP CONNECTION * UNLESS. OTHERWISE NOTED ON THE PLAN CONC. ELK. WALL 15" DP. FLOOR TRUSSES WiMID SPAN BRG._-� ILL ALL 'JAIL HOLES SIMPSON "HETA20" AT EA. FLP. TRUSS - FILL ALL NAIL HOLES FLR. TRUSS TO CMU WALL 2' STRAP CONNECTION MID SPAN BEARING CONDITION 3 PLY 16" OP. FLAT GIRDER TRUSS SIIdPSON "LGT-SDS2.5' W/ (21)i5d SINKERS TO COLUMN ?c (12) SDS 1'4"x2 1/2' SCBE.NS TO GIRDER J 3.5"x6" LVL COLUMN SIMPSON "HTT16° I-IOLDOOWN 69/ 5/3' THREADED ROD TO SLA -SET IN EPDXY FILLED HOLE Wry 5" MIN. E'NISED FILL' ,ALL NAIL ;HOLES GIRDER TRUSS TO �2) COLUMN TO SLAB CONNECTION LVL BEAM OR GIRDER TRUSS �' PER PLAN CONIC. BLOCK WALL- �2 SI.MPSON "HTT16" HOLDDOWN IN 1 518" THREADED ROD T Bl'K. WALL -SET IN EPDXY FILLED HOLE IN/ 5" 0. EMBED FILL .ALL NAIL HOLES BEAD /GIRDER TRUSS TO CMU MALL STRAP CONNECTION 16" OP. FIAT GIRDER TRUSS OR 15" OP. FLOOR PUSS PROVIDE WD. SHIMS AS REQ'D. TO FILL GAP BTW.I. HANGER :AND TP,USS SI,MPSON "HU46" HAN CCD 1,1,1/ (5) iOd NAILS TO TRUSS -CONC. BLOCK ',pALI CONNECI HANGER TO CVIU ',MALLYI '12) 11'7 x2 -/1" SImPSON II TEN SCREWS 10 TRUSS TO CMU WALL 12 HANGER CONNECTION 13" DP. FLAT GIRDER TRUSS OR 15" DP. FLOOR TRUSS PROVIDE WD. SHIMS AS / REQ'D. TO FILL CAP �� HANGER AND PUSS SliMPSON HU25 OR 4,U26-2HANGER iv/ (5) 10d NAILS 10 TRUSS -CONC. BLOCK WALL CONNECT HANGER TO Ci,IU lA! L (12) 11`4"x2 J/1" S-1,MPSON TI TEN" SCRE,NS TRUSS TO CMU MALL 12 CONNECTION_ HANGER FRAhIING ?LAI NOTES: 1. PERMANENT OP, TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENCINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 2. .ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 3. INDICATES #2 SYP OR BETTER 2x4 BLKG. AT 8' O.C. ST,'INI. TRUSS BOT. CHORDS WE' (2)-15d COMMONS TOE -NAILED E.A. SIDE. 'TYP, .AT IST (4) SUSS BAYS AT .ALL GABLE ENDS UNLESS OTHER44ISE SH06VN ON THE PLAN) 4. ALL O4ERHANGS TO BE 12" UNLESS OTHERIAISE NOTED ON FRAMIVG PLAN OR ELEVATIONS. 5. PROVIDE MIN. (2)-10d TOE -NAILED COMMONS AT EA.TRUSS BEARING BOTTOM CHORD TO TOP PLATE AT ALL FRAME ERG. SMALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAP.ACIi ,'1 5. ALL INTERIOR FRAME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQD.) -. FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13' OP. GIRDER TRUSS OR BEAM, 8. IST STY. OR 2ND STY. PLUMBING 'NALL, TOILET, OR FLOOR FITTING, 9. PROV'1DE AC DUCT RUN THRU FLOOR TRUSSES - MAXII{ICE OPENING .AT 'ENTER OF SPAN iO.PROb1DE 2x12 LEDGER (BOTTOM AT TRUSS BRC. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD. 11.PROVIDE 2x4 LEDGER, AS REQ'D. FOR FLOOR DECK NAILING. Y2.ALL GIRDERS SHOWN SINGLE PLY. FOR CLARITY - SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF PLIES. DESIGN LOADS: ASPHALT SHINGLE ROOF LOADS: LIVE - 20 PSF. DEAD - 17 PSF. (T.C. - ? PSF.), (3.C. - 10 PSF.) CBI .NT TILE ROOF LOADS: LIVE - 20 PSF. DEAD - 25 PSF. (T.C. - 15 PSF.), (B.C. - 10 ?5F.) DESIGN D.4JuA - WIND LOADS: ? ULTIMATE DESIGN }RIND SPEEED (VuIE) = 140 MPH ? NOMINAL DESIGN WIND SPEEED (Vasa) = 103 MPH ? RISK CATEGORY = it ? ',VIND EXPOSURE = C ? ENCLOSURE CLASSIFICATION = ENCLOSED NTE ? INTERNAL PRESSURE COEFFICIENTS = t;'- 0.13 ? COMPONENTS & CLADDING PRESSURES = REFER TO TABLE SHEci D-1 FLOOR LOADS: LIVE - 40 PSF. DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.) 1. NOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PSF NON -CONCURRENT BOTTOM CHORD LIVE LOAD. 2. TRUSS DESIGN TO INCLUDE 20PSF LIVE LOADS FOR ATTICS WITH LIMITED STORAGE AND PROVIDE NOTATION ON PROFILES REQUIRING ADDITIONAL LNEE LOAD TORL,3/2Q12 LATEST REVISION DATE TO MASTER: 07-01-12 GABLE END FLR. TRUSS L CNO OR LAM. BEAM PER PLAN PARRALLEL TO WALL U co z SETBACK FACE OF USS OR BEAM 1 f'2" RO61 FACE OF BL6CK CMU NALL - SIMPSON "HETA2D" ANCHOR 4" DIMENSION TO AT 2!" O.C. MAX. - PROVIDE ryoor SOLID 2x? VERT. BLKG. E i4'JN. TRUSS TOP STRAP FROM FACE BOT. CHORDS FOR NAILING OF ELK. WALL FILL ALL NAIL HOLES TYPICAL FLR, TRUSS / BEAM 4 �2 PARALLEL TO CMU WALL UPLIFT STRAP CONNECTION SIMPSON "LSTA12" OR QUICK -TIE "LS12" FLAT STRAP CONNECTING EA. 2ND STY. STUD TO TOP PLATE CENTER STRAP ON BOT. OF TOP PLATE -\ WDW. OPENING PER PLAN DEL. STRAP AT EA. SIDE OF OPNG. GIRDER TRUSS CONNECTOR VARIES -SEE OR LVL BEAiM PER PLAN SiM?SON "HTT16" 'vV,l PLAN FOR INFORMATION SIMPSON 'LSTA12' OR QUICK -11E '"LS12" FLAT STRAP51'8" THREADED ROD CONNECTING EA. 2ND STY. STUD TO GIRDER TRUSS OR TC BILK. 'HALL IN EPDXY FILLED D HOLE BEAM. CENTER STRAP ON BOT`. OF TRUSS OR BEAM W/ 5" MIN. EMBED FILL' ALL NAIL HOLES 2ND STY FRAME WALL TO GIRDER OR BEAM STRAP CONNECTION * UNLESS. OTHERWISE NOTED ON THE PLAN CONC. ELK. WALL 15" DP. FLOOR TRUSSES WiMID SPAN BRG._-� ILL ALL 'JAIL HOLES SIMPSON "HETA20" AT EA. FLP. TRUSS - FILL ALL NAIL HOLES FLR. TRUSS TO CMU WALL 2' STRAP CONNECTION MID SPAN BEARING CONDITION 3 PLY 16" OP. FLAT GIRDER TRUSS SIIdPSON "LGT-SDS2.5' W/ (21)i5d SINKERS TO COLUMN ?c (12) SDS 1'4"x2 1/2' SCBE.NS TO GIRDER J 3.5"x6" LVL COLUMN SIMPSON "HTT16° I-IOLDOOWN 69/ 5/3' THREADED ROD TO SLA -SET IN EPDXY FILLED HOLE Wry 5" MIN. E'NISED FILL' ,ALL NAIL ;HOLES GIRDER TRUSS TO �2) COLUMN TO SLAB CONNECTION LVL BEAM OR GIRDER TRUSS �' PER PLAN CONIC. BLOCK WALL- �2 SI.MPSON "HTT16" HOLDDOWN IN 1 518" THREADED ROD T Bl'K. WALL -SET IN EPDXY FILLED HOLE IN/ 5" 0. EMBED FILL .ALL NAIL HOLES BEAD /GIRDER TRUSS TO CMU MALL STRAP CONNECTION 16" OP. FIAT GIRDER TRUSS OR 15" OP. FLOOR PUSS PROVIDE WD. SHIMS AS REQ'D. TO FILL GAP BTW.I. HANGER :AND TP,USS SI,MPSON "HU46" HAN CCD 1,1,1/ (5) iOd NAILS TO TRUSS -CONC. BLOCK ',pALI CONNECI HANGER TO CVIU ',MALLYI '12) 11'7 x2 -/1" SImPSON II TEN SCREWS 10 TRUSS TO CMU WALL 12 HANGER CONNECTION 13" DP. FLAT GIRDER TRUSS OR 15" DP. FLOOR TRUSS PROVIDE WD. SHIMS AS / REQ'D. TO FILL CAP �� HANGER AND PUSS SliMPSON HU25 OR 4,U26-2HANGER iv/ (5) 10d NAILS 10 TRUSS -CONC. BLOCK WALL CONNECT HANGER TO Ci,IU lA! L (12) 11`4"x2 J/1" S-1,MPSON TI TEN" SCRE,NS TRUSS TO CMU MALL 12 CONNECTION_ HANGER FRAhIING ?LAI NOTES: 1. PERMANENT OP, TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENCINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 2. .ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 3. INDICATES #2 SYP OR BETTER 2x4 BLKG. AT 8' O.C. ST,'INI. TRUSS BOT. CHORDS WE' (2)-15d COMMONS TOE -NAILED E.A. SIDE. 'TYP, .AT IST (4) SUSS BAYS AT .ALL GABLE ENDS UNLESS OTHER44ISE SH06VN ON THE PLAN) 4. ALL O4ERHANGS TO BE 12" UNLESS OTHERIAISE NOTED ON FRAMIVG PLAN OR ELEVATIONS. 5. PROVIDE MIN. (2)-10d TOE -NAILED COMMONS AT EA.TRUSS BEARING BOTTOM CHORD TO TOP PLATE AT ALL FRAME ERG. SMALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAP.ACIi ,'1 5. ALL INTERIOR FRAME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQD.) -. FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13' OP. GIRDER TRUSS OR BEAM, 8. IST STY. OR 2ND STY. PLUMBING 'NALL, TOILET, OR FLOOR FITTING, 9. PROV'1DE AC DUCT RUN THRU FLOOR TRUSSES - MAXII{ICE OPENING .AT 'ENTER OF SPAN iO.PROb1DE 2x12 LEDGER (BOTTOM AT TRUSS BRC. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD. 11.PROVIDE 2x4 LEDGER, AS REQ'D. FOR FLOOR DECK NAILING. Y2.ALL GIRDERS SHOWN SINGLE PLY. FOR CLARITY - SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF PLIES. DESIGN LOADS: ASPHALT SHINGLE ROOF LOADS: LIVE - 20 PSF. DEAD - 17 PSF. (T.C. - ? PSF.), (3.C. - 10 PSF.) CBI .NT TILE ROOF LOADS: LIVE - 20 PSF. DEAD - 25 PSF. (T.C. - 15 PSF.), (B.C. - 10 ?5F.) DESIGN D.4JuA - WIND LOADS: ? ULTIMATE DESIGN }RIND SPEEED (VuIE) = 140 MPH ? NOMINAL DESIGN WIND SPEEED (Vasa) = 103 MPH ? RISK CATEGORY = it ? ',VIND EXPOSURE = C ? ENCLOSURE CLASSIFICATION = ENCLOSED NTE ? INTERNAL PRESSURE COEFFICIENTS = t;'- 0.13 ? COMPONENTS & CLADDING PRESSURES = REFER TO TABLE SHEci D-1 FLOOR LOADS: LIVE - 40 PSF. DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.) 1. NOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PSF NON -CONCURRENT BOTTOM CHORD LIVE LOAD. 2. TRUSS DESIGN TO INCLUDE 20PSF LIVE LOADS FOR ATTICS WITH LIMITED STORAGE AND PROVIDE NOTATION ON PROFILES REQUIRING ADDITIONAL LNEE LOAD TORL,3/2Q12 LATEST REVISION DATE TO MASTER: 07-01-12 O C/) J C/) DO NOT SCALE PRINTS' CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Nlfl HOMES FOR CLARIFICATION! i 12®f14 Q M/I ORLANDO L CNO O }' U co z �U m oow� cawoo�� ryoor _�— =U,� Q = ¢ w =o F -- d O ■ m J LLJ O ly !j N LL C i Lu Q Q d ) jJ • O C/) J C/) DO NOT SCALE PRINTS' CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Nlfl HOMES FOR CLARIFICATION! i 12®f14 Q M/I ORLANDO L CNO O }' U co z �U m oow� cawoo�� ryoor _�— =U,� Q = ¢ w =o F -- d O m J LLJ O ly !j N LL C 4- Lu Q Q d O C/) J C/) DO NOT SCALE PRINTS' CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Nlfl HOMES FOR CLARIFICATION! i 12®f14 Q M/I ORLANDO L CNO r ryoor LLJ O ry ) jJ O C/) J C/) DO NOT SCALE PRINTS' CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Nlfl HOMES FOR CLARIFICATION! i 12®f14 Q M/I ORLANDO INDICATES AREA WITH 7/16" FIRE RETARDANT TREATED INDICATES AREA WITH 7/16" FIRE RETARDANT TREATED WOOD ROOF SHEATHING- WOOD ROOF SHEATHING- `,i v I •.• V1111 ' v 1.1P 1 14 1 1 L %J1a11 1 U IJINI I ® L.JtVI I I1 E K.O. BLOCKS ),#5 © EA. COURSE 8" x 4" ITEN HD x 2 1 f 2'SDS SCREVNS R ...,�„J LGU,tid4i0 HANGER #7 GIRDER TRUSS 13 CONNECTI0N DETAIL SIMPSON `H-10" TIE AT EA. TRUSS— FILL ALL HOLES VuITH 8d x 1 1/2" NAILS (1) "H-10° STRAP FOR UPLIFTS UP TO 850 LBS, (2) 1NITS12" STRAPS FOR UPLIFTS BF01. 860 AND 1720 LBS. ADDY. STR,4P TD SE INSTALLED ON OPPOSITE SIDE OF TRUSS CPRE—ENGINEERED ROOF TRUSS DR 5N4'. ( FRAMED RAFTER CONT. DBL. FRAME BEARING WALL, 2:c TOP PLATE BEAh4. OR GIRDER TRUSS TYPICAL TRUSS TO FRAME FALL, BEAM, OR FLAT GIRDER TRUSS UPLIFT STRAP CONNECTION I UNLESS OTHERWISE NOTED ON THE PLAN z SEE TYPICAL WALL SECTION FOR PLATE TO STUD CONNECTION UPLIFT LOAD REQUIREhIENTS OBTAINED FROM SEALED ENGINEERING DRA'41NGS FROM TRUSS MANUF. Roof Girder Connector Schedule LO -:-- II N O Max. Max. 1-- Plan L Connector Lo coC/)w� 0 Uplift Gravit o 0 Mark Manuf. Model No. Qty. Load Load Fasteners I Remarks 1 SIMPSON MTS12 2 1720 i I (14) 10d x 1-112" EA. 2 SIMPSON LGT2 1 1785 LU L (14) 16d SINKERS AT WALL i . (16) T6d SINKERS AT GIRDER 3 SIMPSON MGT — — — — — 1 — 3330 — — — — (1) 518" DIAM. BOLT & (22)-10d — — — — — — — — — — — HDU4 1 3600 (10) - 114" x 2 112" SDS SCREWS L�6) - TITEN 114" x 2 3J4" TO CMU 4 SIMPSON HU28 1 575 2450 4 1 Od x 1 112" TO TRUSS 5 SIMPSON HU28-2 1 1 1085 4350 12) - TITEN 1(4" x 2 3/4" TO CMU 6 10d TO TRUSS 6 SIMPSON HU410 1 1810 5085 1 L- TITEN 114" x 2 314" TO CMU 10 10d TO TRUSS 7 SIMPSON LGUM410 1 3575 i 9620 (8) - TITEN HD 318" x 4" TO_CMU — 8 114" x 2 1/2" SDS SCREWS 8 SIMPSON HTT16 1 LT_�)T6pd-STuDOR 3480 (1) 5/8" DIAM. BOLT TO CMU — -------MSTCM40 8) - TITEN 1/4 x 2 314" TO_CM_U 1 3300 22 16d SINKERS TO STUD 1/4n = 1'-0" FRAMING PLAN NOTES: 1. PERMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED SHALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 2. ALL TRUSS TO TRUSS CONNECTORS SHALL BE THE RESPONSIBILITY OF TRUSS MANUFACTURER. 3. ® INDICATES #2 OR BETTER 2x4 BLK'G. AT 48" O.C. BTWN. TRUSS 60T. CHORDS W/ (2)-16d COMMONS TOE—NAILED EA. SIDE. (s . AT IST (4) TRUSS BAYS AT ALL GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN) 4. .ALL OVERHANGS SHALL BE 12` UNLESS NOTED OTHERWISE ON FRAMING PLAN OR ELEVATIONS. 5. PROVIDE MIN. (2)-10d TOE—NAILED COMMONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP PLATE AT ALL FRAME BRO. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) 6. BEARING WALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.) 7. FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAM. 8. 15T STY. OR 2ND STY. PLUMBING WALL OR TOILET FLOOR FITTING. 9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES — MAXIMIZE OPENING AT CENTER OF SPAN 10, PROVIDE 2xi2 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD. 11. PROVIDE 2x4 LEDGER .AS REQ'D. FOR FLOOR DECK NAILING. 12. SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES @ GIRDERS 1s. P11049DE MIN. 2 STUDS ® GIRDER TRUSS LOCATIONS. D SIGN LOADS: ASPHALT SHINGLE ROOF LOADS: LIVE — 20 PSF. DEAD — 17 PSF. (T.C. — 7 PSF.), (B.C. — 10 PSF.) CES?ENT TILE ROOF LOADS: LNE — 20 PSF. DEAD — 25 PSF. (T.C. — 15 PSF.), (B.C. — 10 PSF.) DESIGN DATA — WIND LOADS: ? ULTIMATE DESIGN WIND SPEEED (Vult) = 140 MPH ? NOIAINAL DESIGN WIND SPEEED (Vasil) = 108 MPH ? RISK CATEGORY = II ? 'WIND EXPOSURE = C ? ENCLOSURE CLASSIFICATION = ENCLOSED ? INTERNAL PRESSURE COEFFICIENTS = +j — 0.18 ? COIAPONENTS & CLADDING PRESSURES = REFER TO TABLE SHEET D-1 FLOOR LOADS: LWE — 40 PSF. DEAD — 15 PSF (T.C. — 10 PSF.), (B.C. 5 PSF.) 1. NOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PS NON—CONCURRENT BOTTOM CHORD LNE LOAD. 2. TRUSS DESIGN TO INCLUDE 2DPSF LIVE LOADS FOR ATTICS WITH LIMITED STORAGE AND PROVIDE NOTATION ON PROFILES REQUIRING ADDITIONAL LIVE LOAD DR€ANNDO-3/2012 LATEST REVISION DATE TO MASTER: 07-01-12 0 0 LU w �U) �Ce) w 0 _ 0 �L LO -:-- II N O O 1-- U z L L} Lo coC/)w� 0 03 LU o 0 _ co C US Q ¢ LU � CD I J (7 M p�� II tl g < N LL i W Q Q} LU i . �L LO -:-- II N O O 1-- U z L L} Lo coC/)w� 0 03 LU o 0 _ co C US Q ¢ LU � CD I J (7 M p�� II tl g < N LL i W Q Q} �L LLI O _j C/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL SE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO i'vUl HOMES FOR CLARIFICATION! IIS 1 1 13®fl4 1 Mil ORLANDO LO -:-- II N O r CO u a a I p�� II tl g Z Q} LU LLI O _j C/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL SE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO i'vUl HOMES FOR CLARIFICATION! IIS 1 1 13®fl4 1 Mil ORLANDO 7/16" OSB SHEATHING GABLE END OR FLOOR TRUSS 718" CEMENT PLASTER N PAPER BACK LATH AIR INFILTRATION BARRIER (DESIGN STANDARD: TYVEK) z CV MID -WALL WEEP SCREED 1/2' MIN. CEMENT PLASTER 8" CMU WALL DETAIL @ BLOCK/ FRAME CONNECTION SCALE: 3" = 1'-O" TYVEK OVER 'C' PEEL AND SICK FLASHING AND WINDOW FLANGE TAPE OVER CUT C IN TYVEK ®�^--------------------- A PEEL AND STICK DETAIL 8'-0" MAX. SPAN W/O 2x8 RIDGE 2x4 VERTICAL BLKG. 26 VALLEY RAFTERS (4)164 2x4 COLLAR TIE IN MTS12 NAILS UPPER 3RD OF ROOF HT. -- __-- -- STRAP - ------ - i 2x4 VERT. AT MTS12 8'-D' D.C. MAK. (ONLY STRAP i AT SPANS > 8'-0" 2x4 BLKG. AT VALLEY RAFTER ERG. BTWN. TRUSSES ROOF TRUSS ROOF TRUSS BELOW RAFTER HAND VALLEY FRMG. DETAIL ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER STAMP i --\r 3 4" DIA. x 6" DP. HOLE t z UJ F R #5 BAR DOWEL SET IN B f I I START B STRIPS HERE EDGE OF WINDOW FLANGE i j i E EXTEND WATERPROOF SHOWER PAN LINER I I I GROUT SOLID AT i i APPLY PEEL AND STICK AD FLASHING MEMBRANE IN ORDER STARING AT BOTTOM OF WINDOW AND OVERLAPPING AS INDICATED TOP OF CELL� W/MORTAR BED & GALV. LATH :�Ej C -Din CZD A PEEL AND STICK DETAIL 8'-0" MAX. SPAN W/O 2x8 RIDGE 2x4 VERTICAL BLKG. 26 VALLEY RAFTERS (4)164 2x4 COLLAR TIE IN MTS12 NAILS UPPER 3RD OF ROOF HT. -- __-- -- STRAP - ------ - i 2x4 VERT. AT MTS12 8'-D' D.C. MAK. (ONLY STRAP i AT SPANS > 8'-0" 2x4 BLKG. AT VALLEY RAFTER ERG. BTWN. TRUSSES ROOF TRUSS ROOF TRUSS BELOW RAFTER HAND VALLEY FRMG. DETAIL ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER STAMP BLOCK CELL DETAIL WOOD FRAME WALL ASSEMBLY COATED GLASS MAT WATER-RESISTANT GYPSUM BACKER BOARD (1/2" DENS -GLASS) STOP AT TOP OF LINER TILE WALL SYSTEM SHOWER DRAIN FOR TLE SHOWER INSTALLATIONS USING A SHOWER PAN LINER 2x10 BL'KG CONT. ALL SIDES OF SHOWER GRAVEL AT DRAIN OR PLASTIC PRO -SLOPE WEEP PROTECTOR TO MAINTAIN DRAINAGE .AT DRAIN WEEP HOLES MORTAR BED AT WALL W/GALV. METAL LATH MORTAR BED MIN. THICKNESS 1-1/2" - MIN. SLOPE 1/4" PER z RTERPROOF SHOWER PAN LI - EXTEND UP WALLS 10" MIN. UNDER CLAMP RING WOOD TRUSS FLOOR SYSTEM - SEE FRAMING PLAN FOR DETAIL 2ND STY, SHOWER DETAIL N.T.S. P.T. WOOD FURRING OR WOOD SHOWER DOOR OR SHOWER ENCLOSURE i --\r 3 4" DIA. x 6" DP. HOLE t z UJ F R #5 BAR DOWEL SET IN WALL BEYOND IF PROV9DED GYPSUM BD. EPDXY ADHESIVE TILE WALL SYSTEM EXTEND WATERPROOF SHOWER PAN LINER TOE -NAILED TO TOP PLATE GROUT SOLID AT i i TOP OF BLK. WALL TOP OF CELL� W/MORTAR BED & GALV. LATH :�Ej C -Din CZD AT TOP & SIDES SAWCUT APPROX. PRE -SLOPE BASE MAT'L i .MORTAR BED OR COMPOSITE LOW CONC. FILLED REINF. T0, COURSE PER TYP. 4°W.x24°H. OPENING 1/2" GYPSUM BD. MIN. SLOPE 1/4" PER FT. I WALL SECTION IN WALL AT EXTERIOR WALLS (USE SPH4 Al II NOTES: ii REFER Ey D TO NOT REQUIRED i I II INTERIOR WALLS) 25" MIN. LAP --DRILLED HOLE TO BE MORTAR BED AT WALL 77 I—Of W/ 2'-0" O.H. OR 2x4x8 SISTER OF P,EB.ARS CLEANED PRIOR TO Lu it (SEE ROOF FRAMING PLAN r� DISPENSING ADHESIVE = ' 3000 PSI colic. --EPDXY ADHESIVE TO FOR LOCATION) x i t r j I'{, �; z' , � ' FILLED CELL ',V/ #5 REBAR HIGH STRENGTH TYPE C \ i MORTAR BED —� ZONE 3 - USE 8d NAILS 0 4" O.C. (FIELD/EDGE) --REBAR DOWEL MUST MIN. THICKNESS 1-1/ " 2 7 " BE CLEAN AND OIL FREE LOCATIONS AND TYPES i � � SAWCUT 1" W. OPNG. IN SAWCUT APPROX. NAILING u 1 PATTERN 1 1 O WALL FROM T� 4"W.x24'H. OPENING "SP2" AT EA. STUD TO SILL (I BOTTOM FOR FULL HT. REBAR PLACEMENT INTO N WALL CELL -FILL SOLID W/' 25" MIN. LAP (I NOTES: GROUT TOP OF SLAB OF REBARS z /4" i o 3 DIA, x 6" OF. HOLE mF5R #5 BAR DOWEL SET�IN w EPDX`Y ADHESIVE ADDED REINF, FILLED BLOCK CELL DETAIL WOOD FRAME WALL ASSEMBLY COATED GLASS MAT WATER-RESISTANT GYPSUM BACKER BOARD (1/2" DENS -GLASS) STOP AT TOP OF LINER TILE WALL SYSTEM SHOWER DRAIN FOR TLE SHOWER INSTALLATIONS USING A SHOWER PAN LINER 2x10 BL'KG CONT. ALL SIDES OF SHOWER GRAVEL AT DRAIN OR PLASTIC PRO -SLOPE WEEP PROTECTOR TO MAINTAIN DRAINAGE .AT DRAIN WEEP HOLES MORTAR BED AT WALL W/GALV. METAL LATH MORTAR BED MIN. THICKNESS 1-1/2" - MIN. SLOPE 1/4" PER z RTERPROOF SHOWER PAN LI - EXTEND UP WALLS 10" MIN. UNDER CLAMP RING WOOD TRUSS FLOOR SYSTEM - SEE FRAMING PLAN FOR DETAIL 2ND STY, SHOWER DETAIL N.T.S. P.T. WOOD FURRING OR WOOD SHOWER DOOR OR SHOWER ENCLOSURE i --\r W/FRAME SET IN FULL BED OF SILICONE t SEALANT - CENTER ON MARBLE SILL & f WALL BEYOND IF PROV9DED GYPSUM BD. MARBLE SILL TILE WALL SYSTEM EXTEND WATERPROOF SHOWER PAN LINER TOE -NAILED TO TOP PLATE UP & OVER SILL FRAMING i i P.T. 2X4 WOOD BUILT-UP SILL TOP COURSE FILL W/ CONC. 6 W/MORTAR BED & GALV. LATH :�Ej C -Din CZD AT TOP & SIDES GYPSUM BACKER BOARD (1/''2" DENS -GLASS) PRE -SLOPE BASE MAT'L i .MORTAR BED OR COMPOSITE LOW "SP2" AT EA. STUD TO TOP PLATE DENSITY EPS BOARD (PRO -SLOPE) 1/2" GYPSUM BD. MIN. SLOPE 1/4" PER FT. 1/2° --TILE FLOOR SYSTEM WHERE THE USE OF A SHOWER PAN LINER IS AT EXTERIOR WALLS (USE SPH4 Al PRE-ENG'D. CONIC. LINTEL 1 ST STY. SHOWER DETAIL N.T.S. SHOWER DOOR OR SHOWER ENCLOSURE W/FRAME SET IN FULL BED OF SILICONE SEALANT - CENTER ON MARBLE SILL & WALL BEYOND IF PROVIDED FLOOR TLE MARBLE SILL i A i 1/ MORTAR BED AT WALL W/GALV. METAL LATH SHOWER DRAIN RECEPTOR - TOP OF DRAIN 2" MIN. BELOW F.F. LEVEL Ji Cf74F '..f �r'f'ti'G! i F e Leh 4T!(lrtir i 1ESIC=r'f 431 I fi r r777%' w' fr. r. sir Fri % %i r% rrff rr l+r r A [' •, � � l d5`_ ,,.; 1°'r , ''5�'� ..;� tea cr��' rO 5 r -307�4 s�'�� �1 �; i J `� ;' SCTICN B -B ! RR'A IA i cEfu"vo OPACr , L_.4,L D,�t'P W,1$fI.iLt'-i .r k`Tfi f' `✓-'. 1 STANDARD END DROPPED TOP CHORD E?N13 — aE��kar SECTION A—A — SEGTI0ti C—C NOTES: 1) ACTUAL Rds1NG REQUIREMENTSE WILL VARY DUCE TOWIND LOAD, CODE CRITERIA., SUILDING HEIGHT, TRUSS SPAN, WE3 LUMBER GRAFT/SPECIES/ON CENTER SPA'viNG AND G:HER VARIABLES. BRACING' (RNID 47ACHM'ENT) REQUIREMENTS SHOULD BE DESIGNED FOR EACH, SPECIFIC JOB. 2) CONNECTION BETWEEN BOTTOV CHORD OF GABLE END TRUSS AND WALL, ,AS 'NELL AS THE DESIGN AND SPECIFICATION uF HI`dPGRARY AND PERIANENT 3R40ING OF THE ROOF" SYSTEM IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. TYP, GABLE END I RUSS DETAIL A' 5' INCL. p HURR. STRAP AT EA. TRUSS SEE ROOF PLAN MV LAN FOR RED'D. SEE ROOF PLAN FRAME WALL ASSEMBLY INCL. W/ (2)164 MIN. COMMONS GYPSUM BD. 1;_ GfPSUM BD. , 38 INSULATION TILE WALL SYSTEM 8x8x16 CONC. KNOCKOUT ELK. 12 TOE -NAILED TO TOP PLATE FASCIA �� STRAP AT EA. MEMBER COATED GLASS MAT WATER-RESISTANT TOP COURSE FILL W/ CONC. 6 r PLATE ANCHORS, AND BOLTS TO SLAB NOT REQUIRED TEXTURED CEMENT FINISH OVER :�Ej C -Din CZD --�FROOF GYPSUM BACKER BOARD (1/''2" DENS -GLASS) PSON DSP .AT 16" O.C. 12" AND 1-#5 BAR CONT. "SP2" AT EA. STUD TO TOP PLATE SHOWER DRAIN FOR TLE SHOWER INSTALLATION 1/2" GYPSUM BD. i ACROSS HDR. SPAN ZONE 1 - USE 8d "RINGSHANK" NAILS 9 12» O.C. (FIELD) 6" O.G. (EDGE} WHERE THE USE OF A SHOWER PAN LINER IS AT EXTERIOR WALLS (USE SPH4 Al PRE-ENG'D. CONIC. LINTEL FOR SPECIES ii REFER Ey D TO NOT REQUIRED i WOOD TRUSSES @ 24" D.C. INTERIOR WALLS) 02 ZONE 2 - USE 8d "RINGSHANK" NAILS @ 6" O.C. (FIELD/EDGE) MORTAR BED AT WALL 77 I—Of W/ 2'-0" O.H. OR 2x4x8 SISTER "SPH4" AT EA. STUD TO W,/GALV. METAL LAT) _ Lu _ (SEE ROOF FRAMING PLAN r� 2x CONT. STAGGERED = TILE FLOOR SYSTEM SEE PLANS FOR LOCATIONS AND TYPES \ FOR LOCATION) x i t r j I'{, �; z' , � ' _ CV a C \ i MORTAR BED —� ZONE 3 - USE 8d NAILS 0 4" O.C. (FIELD/EDGE) DRIP EDGE OVER MIN. THICKNESS 1-1/ " 2 7 " BLKG. AT 4'-C" O.C. MAX.) LOCATIONS AND TYPES i MIN. SLOPE i/4" PER FT, ROOF NAILING 1 ST STY. SHOWER DETAIL N.T.S. SHOWER DOOR OR SHOWER ENCLOSURE W/FRAME SET IN FULL BED OF SILICONE SEALANT - CENTER ON MARBLE SILL & WALL BEYOND IF PROVIDED FLOOR TLE MARBLE SILL i A i 1/ MORTAR BED AT WALL W/GALV. METAL LATH SHOWER DRAIN RECEPTOR - TOP OF DRAIN 2" MIN. BELOW F.F. LEVEL Ji Cf74F '..f �r'f'ti'G! i F e Leh 4T!(lrtir i 1ESIC=r'f 431 I fi r r777%' w' fr. r. sir Fri % %i r% rrff rr l+r r A [' •, � � l d5`_ ,,.; 1°'r , ''5�'� ..;� tea cr��' rO 5 r -307�4 s�'�� �1 �; i J `� ;' SCTICN B -B ! RR'A IA i cEfu"vo OPACr , L_.4,L D,�t'P W,1$fI.iLt'-i .r k`Tfi f' `✓-'. 1 STANDARD END DROPPED TOP CHORD E?N13 — aE��kar SECTION A—A — SEGTI0ti C—C NOTES: 1) ACTUAL Rds1NG REQUIREMENTSE WILL VARY DUCE TOWIND LOAD, CODE CRITERIA., SUILDING HEIGHT, TRUSS SPAN, WE3 LUMBER GRAFT/SPECIES/ON CENTER SPA'viNG AND G:HER VARIABLES. BRACING' (RNID 47ACHM'ENT) REQUIREMENTS SHOULD BE DESIGNED FOR EACH, SPECIFIC JOB. 2) CONNECTION BETWEEN BOTTOV CHORD OF GABLE END TRUSS AND WALL, ,AS 'NELL AS THE DESIGN AND SPECIFICATION uF HI`dPGRARY AND PERIANENT 3R40ING OF THE ROOF" SYSTEM IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. TYP, GABLE END I RUSS DETAIL A' 5' INCL. p HURR. STRAP AT EA. TRUSS SEE ROOF PLAN ROOF TRUSSES OR 2x RAFTERS AT 24" O.C.- CONNECT LAN FOR RED'D. SEE ROOF PLAN DRIP EDGE OVER1/2" INCL. W/ (2)164 MIN. COMMONS GYPSUM BD. 1;_ GfPSUM BD. , 38 INSULATION 2x STUDS AT 16 " O.C. SEE 8x8x16 CONC. KNOCKOUT ELK. 12 TOE -NAILED TO TOP PLATE FASCIA �� STRAP AT EA. MEMBER zw TOP COURSE FILL W/ CONC. 6 r PLATE ANCHORS, AND BOLTS TO SLAB NOT REQUIRED TEXTURED CEMENT FINISH OVER :�Ej C -Din CZD --�FROOF O.H. PSON DSP .AT 16" O.C. 12" AND 1-#5 BAR CONT. "SP2" AT EA. STUD TO TOP PLATE Y 1/2" GYPSUM BD. i ACROSS HDR. SPAN ZONE 1 - USE 8d "RINGSHANK" NAILS 9 12» O.C. (FIELD) 6" O.G. (EDGE} SUBFASCIA AT EXTERIOR WALLS (USE SPH4 Al PRE-ENG'D. CONIC. LINTEL FOR SPECIES ii REFER Ey D TO FLOOR WOOD TRUSSES @ 24" D.C. INTERIOR WALLS) 02 ZONE 2 - USE 8d "RINGSHANK" NAILS @ 6" O.C. (FIELD/EDGE) SIZES I—Of W/ 2'-0" O.H. OR 2x4x8 SISTER "SPH4" AT EA. STUD TO REFER TO SUED. SPECIFICATIONS Lu ROOF EDGE (SEE ROOF FRAMING PLAN r� 2x CONT. STAGGERED = ja SEE PLANS FOR LOCATIONS AND TYPES FOR FASCIA MATERIAL FOR LOCATION) x i t r j I'{, �; z' , � ' MID -WALL BLOCKING (WALLS OVER 10' H. --PROVIDE i i TRUSS TO PLATE ANCHOR STUD TO i "LSTA24" STRAP AT HDR. STUD TO BEAM ZONE 3 - USE 8d NAILS 0 4" O.C. (FIELD/EDGE) DRIP EDGE OVER 7 " BLKG. AT 4'-C" O.C. MAX.) LOCATIONS AND TYPES i (2) STRAPS EA. SIDE DATE TO MASTER: U5' CORE -FILL 500 FOAM INSULATION IN ALL DRIP EDGE OVER1/2" INCL. 3/4 PRIME TRIM GYPSUM BD. 1;_ GfPSUM BD. , 38 INSULATION 2x STUDS AT 16 " O.C. SEE i I11 ` FASCIA �� W; (4) OR MORE TRUSSES zw ZI x< r PLATE ANCHORS, AND BOLTS TO SLAB NOT REQUIRED TEXTURED CEMENT FINISH OVER :�Ej C -Din CZD --�FROOF O.H. FASCIA BOARD ON 2x 12" n WALL AND ROOF FRAMING NO Y 1/2" GYPSUM BD. i ACROSS OPNG. ZONE 1 - USE 8d "RINGSHANK" NAILS 9 12» O.C. (FIELD) 6" O.G. (EDGE} SUBFASCIA PRE-ENG'D. CONIC. LINTEL FOR SPECIES DBL. 2x TDP PLATE FLOOR SEE FRMG. PLANS NOTE: 02 ZONE 2 - USE 8d "RINGSHANK" NAILS @ 6" O.C. (FIELD/EDGE) n I—Of ABV. TYP.'NDW. AND DOOR OPNG'S. "SPH4" AT EA. STUD TO REFER TO SUED. SPECIFICATIONS Lu Lu n "RINGSHANK" = ja SEE PLANS FOR LOCATIONS AND TYPES FOR FASCIA MATERIAL F� i i TRUSS TO PLATE ANCHOR STUD TO R-11 INSULATION .AT ALL WALLS ZONE 3 - USE 8d NAILS 0 4" O.C. (FIELD/EDGE) CONT. ALUMINUM LOCATIONS AND TYPES i TOP OR SILL PLATE ANCHORS. ROOF NAILING u PATTERN VENTED SOFFIT-? "SP2" AT EA. STUD TO SILL g° AND BOLTS TO SLAB NOT REQUIRED AT INTERIOR BEARING WALLS NOTED VENTED SOFFIT Z NOTES: i. EXTEND ROOF 1'-0'' BEYOND - MAX. i ON PLANS '0 SUPPORTING 'DAUTV NOTE: ALL PLYWOOD ROOF SHEATHING SHALL HAVE A "PANEL SPAN RATNG" OF 32/16. 7/8" CEMENT PLASTER PAPER BACK LATH BUILDING WRAP (TYVEK) WALL SHEATHING I FEEL AND STCK MEMBRANE rr FLASHING ALUMINUM WINDOW j 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 SICK MEMBRANE FLASHING BUILDING WRAP (TYVEK) WALL SHEATHING PAPER BACK LATH 7/8° CEMENT PLASTER, EXTERIOR WINDOW SILL SCALE: 2" - V-0" ALUMINUM WINDOW1 L7/8" CEMENT PLASTER FRAME SET IN CONT. BED OF SEALANT / PAPER BACK LATH PEEL AND SICK BUILDING WRAP MEMBRANE FLASHING (TYVEK) WALL SHEATHING EXTERIOR WINDOW JAMB SCALE: 2" - 1'-O" DBL 2x P.T. BLOCKING VERT. REINF. CONC. AT 6' NAILS AT 6" O.C. FILLED CELL WT 1B R� n 1/2" EXP. BOLT AT 24' O.C. VERT. (2 3/4" EMBED.) W/ 2"SQ. WASHER REINF. FILLED TOP BLOCK COURSE --//II SIMPSCN "SP2" AT EA. STUD AT II EXTERIOR WALLS USE SPH4 (AT CQNC. BLK. INTERIOR BEARING WALLS) WALL PER TYP. WALL SECTION II ATTACH EXT. SHEATHING TO STUDS / PLATES PER STRUCTURAL NOTES VERT. REINF. CONC. FILLED CELL W/ 1-A BAR I _ AT EXT. FRAME'WY.ALL TO BLOCK WALL, PROVIDE 2x P.T. WY 11 2" EXP. BOLT AT 24" O.C. VERT. (4" EMBED.) W/ 2" SQ. WASHERS PROVIDE 1 1/2" EDGE I DISTANCE FOP, BOLTS II N SIMPSON "SP2" AT EA. STUD AT EXTERIOR WALLS (USE 1114 AT I / INTERIOR BEARING WALLS) II N TOP OF SLAB EXT, FRAME WALL TO BLOCK WALL CONNECTION DETAIL APPLICABLE TO ALL EXTERIOR FR :01E WALLS ONLY UNLESS OTHERWISE NOTED ON FLOOR PLAN WIDTH OF POOL OR SERVICE DOOR PLATE A� EXTERIOR WALLS (USE i �i. OPENINGS @ EACH SIDE U.N.O. SPH4 AT INTERIOR WALLS) LOADS ONLY (NO UPLIFT LOADS) 2. EXTEND ROOF 2'-0" BEYOND NUMBER OF STUD WIDTH OF S.G.D. OPENINGS TO PLATE CONNECTORS TO (� EACH SIDE U.N.O. 5? 8" EXP. BOLTS (4' EMBED.) AT 32" Q.C. MAX. W/ 2' SQ. WASHERS MATCH NUMBER OF STRAPS DETAIL OF ONE STORY ROOF PROVIDE "SPH6" STRAP AT 2x6 STUDS ABOVE OPNG. IN LIEU OF SPH4 STRAPS OVERHANG @ EXTERIOR DOORS 1 -STY, FRAME BRIG. MALL N.T.S. STRAPS AND BOLTS NOT REQUIRED AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS) 8x8x16 CNC, KNOCKOUT PROVIDE SOLID 2x4 BLKG. BTWN. 25" MIN, LAP BLK. TOP COURSE - FILL TOP/BOT. RAILS FOR SOLID NAILING W/ CONC. & 1-#5 BAR CONT. OF STRAP PROMDE 2x4 ELKO. BTWN. FLR. SIMPSON "MSTAM24" STRAP W/ TRUSS- CONNECT TO BLK. W/ (4) w " 0.145 DIA.x3" L. POWDER ACTUATED 5 REBAR W STD. HOOK (5 1/ "x2 1 4 MASONRY FASTENERS- PLACE BLKG. ALONG / SCREWS TO BLOCK WALL AND SIDE OF GABLE END FLR. TRUSSES (9)104 COMMONS IO FLR, TRUSS DATE TO MASTER: 07-01-12 CORE -FILL 500 FOAM INSULATION IN ALL DRIP EDGE OVER1/2" U OHO z ',-,D)W i ° GYPSUM BD. NOTE; Z 1r 71` i, i I11 ` FASCIA �� 0 zw ZI x< r PLATE ANCHORS, AND BOLTS TO SLAB NOT REQUIRED TEXTURED CEMENT FINISH OVER :�Ej C -Din CZD M VERT. A D INTO 5 BAR DOWEL AND #5 ER BRIE # FASCIA MATERIAL TO BE 12" n CCI1C. FILLED REINF. TOP Y 1/2" GYPSUM BD. BLK. COURSE PER TYP. HURR. ANCHOR AT EA. TRUSS TO TOP PLATE WALL SECTION MISSED a AT 4" O.C. REMAINDER AT 7" O.C. DBL. 2x TDP PLATE FLOOR SEE FRMG. PLANS BOARD OVER 2x4 2x6 SUBFASCIA { TRUSS TO BLK, WALL STRAP PROVIDE (1) "MSTAM24" FOR EA. "HETA20" STRAP SPECIFIED SIMPSON 'MTSM16" STRAP W/ (4) 1/4"x2 1/4" TAPCONS TO BLOCK WALL AND (7)10d n COMMONS TO TRUSS ` ��RmF TRUSS !�Z L \ -INSTALL ADD'L. STRAP o DIAGONALLY FROM EA, NLLJOTHER FOR SINGLE CONC. FILLED REINF. TOP MEMBER TRUSS BLK. COURSE PER TYP. WALL SECTION MISSED ROOF TRUSS TO BLK. WALL STRAP REINF. CONC. FILLED CELL #5 VERT. REBAR - ---25" MIN. LAP j #5 REBAR W/ STD. HOOK BLOCK WALL HT. TRANSITION DETAIL - METAL OR VINYL TRIM CONTROL / EXPANSION JOINT - 7/8" CEMENT PLASTER PAPER BACK LATH 24" WIDE PEEL & SICK MEMBRANE OR #15 FELT FLASHING BUILDING WRAP ( TYVEK) :- WALL SHEATHING DETAIL @CONTROL l EXPANSION JOINT USE (1) MTSM16 STRAP FOR UPLIFT VALUES 8610 LBS. OR LESS SHINGLES (ATTACH W/ GALV. METAL ROOFING NAILS PER MANUF. USE (2) MTSM16 STRAPS FOR UPLIFT VALUES 1720 LBS. OR LESS INSTALLATION DETAILS) OVER 15# FELT (2" SIDE LAP / 4" END LAP AND UPLIFT VALUES OVER 1720 LBS. REQUIRE LETTER FROM ARCHITECT OR ENGINEER CAP NAILS AT 12" O.C.-EDGE, 24" O.C.-FIELD) ON 7/15" SPAN RATED STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE-ENG'RED ROOF TRUSSES AT 24" O.C. PRE-ENG'RED ROOF OR FLOOR TRUSSES HURR. STRAP AT EA. TRUSS SEE 12 AT 24" O.C. ROOF PLAN PER F 8x8x16 CONC. KNOCKOUT BLK. TOP ELEV. CONNECT EA. TRUSS BOT. COURSE - FILL W/ CONC. ,AND 1-#5 CHORD W/ (2)164 MIN. R-38 INSULATION BAR CONT. COMMONS TOE -NAILED TO T ti v v �i -38 INSULATION TOP PLATE J DATE TO MASTER: 07-01-12 CORE -FILL 500 FOAM INSULATION IN ALL DRIP EDGE OVER1/2" U OHO z ',-,D)W i ° GYPSUM BD. NOTE; Z 1r 71` i, i I11 ` FASCIA �� 0 ii w r PLATE ANCHORS, AND BOLTS TO SLAB NOT REQUIRED TEXTURED CEMENT FINISH OVER w n VERT. A D INTO 5 BAR DOWEL AND #5 ER BRIE # FASCIA MATERIAL TO BE 12" n TOP COURSE REBAR .AT EA. REINF. CONC. DIAPHRAM AREA FASTEN W/ 5d NAILS 1/2" GYPSUM BD. ° HURR. ANCHOR AT EA. TRUSS TO TOP PLATE ALUMINUM OR 5/4" PRIME TRIM N a AT 4" O.C. REMAINDER AT 7" O.C. DBL. 2x TDP PLATE SEE FRMG. PLANS BOARD OVER 2x4 2x6 SUBFASCIA { n I—Of "SPH4" AT EA. STUD TO REFER TO SUED. SPECIFICATIONS Lu Lu n PRE-ENG'RED. PRECAST CONC. LINTEL ABV. TYP. = TOP PLATE FOR FASCIA MATERIAL F� it WDW. AND DOOR OPNGS. SEE PLANS FOR R-11 INSULATION .AT ALL WALLS LOCATIONS AND TYPES ADJACENT TO NON -AIR CONDITIONED u SPACES CONT. ALUM. 1/2" DRYWALL OVER 1x2 P.T. (MIN.) AT 24" VENTED SOFFIT Z O.C. (MAX.) 1/2" DRYWALL- 2x STUDS @ 16" O.C. #2 SPF OR BETTER 2 DATE TO MASTER: 07-01-12 CORE -FILL 500 FOAM INSULATION IN ALL U OHO z ',-,D)W i ° OPEN CMU WALL CELLS - REFER TO NOTE; Z ENERGY CALCULATION FOR R -VALUE TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL 0 ii w r PLATE ANCHORS, AND BOLTS TO SLAB NOT REQUIRED TEXTURED CEMENT FINISH OVER w n VERT. A D INTO 5 BAR DOWEL AND #5 ER BRIE # AT INTERIOR BEARING WALLS NOTED ON PLANS AS 8x8x16 CONC. BLOCK 0 n TOP COURSE REBAR .AT EA. REINF. CONC. SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT O ° FILLED BLOCK CELL AS LOCATED PER PLANS LOADS) "SP"TYPE ANCHOR AT EA. 2x P.T. SILL PLATE STUD TO SILL PLATE 5/8" EXP. BOLTS (4" EMBED.) AT 24" D.C. MAX. 3 1;'2" MIN. CONC. SLAB (2500 PSI) W/ W/ 2" SQ. WASHERS @ CONT. BRG WALLS FIBERMESH OR 66 10/10 W'WW OVER VAPOR BARlRdER CLEAN COMPACTED TERMITE z TREATED FILL �� O 0 THICKEND SLAB '.--DOING PER SLAB PLAN TYP, I NT. BRG, MALL SECTION SCALE: 1 1112"=1'-O° PRECAST WDW. SILL - TYP. AT STD, WDW. CPNG. J fill fill 4" MIN. 3 1/2" MIN. CONC. SLAB (2500 PSI) W/ un FIBERMESH OR 6x6 10/10 WW OVER VAPOR nn BARRIER if ii FINISH GRADE '*-----CLEAN COMPACTED TERMITE �L6 TREATED FILL MONOLITHIC SLAB EDGE FOOTING #5 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: 1/2`=l'-0" FLASHING: ROOF & WALL FLASHING SHALL BE ALUM. OR GALV. METAL W,/ FASTENERS MAX. 16" O.C. LATEST REVISION DATE TO MASTER: 07-01-12 00 U OHO z ',-,D)W = �U I.— ui a. Q 1' 0 Q w o ��CjCO w �/ w w IA E3 N U- Lu 0 �y Q ^ O 9_- O I - CD 00 U OHO z ',-,D)W = �U I.— Cs �ow� co co Q 1' CD Q w o ��CjCO O<t �/ —I Z CD "D IA E3 N U- Lu �r Q �y Q ^ CV N CD I I—Of Lu 9_- O I - CD 00 U OHO z ',-,D)W = �U I.— Cs �ow� co co Q 1' CD Q w o ��CjCO O<t �/ —I Z CD "D IA E3 N U- Lu �r Q Q ^ CV N CD I I—Of Lu Lu = LLJ W F� L Lu. 0 U) V) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! t o t D2 M/I ORLANDO TYPICAL SECTION AT HANDRAIL BALUSTER SPACING LESS THAN 4" DIA. SPHERE HANDRAIL DIAMETER CANT. HANDRAIL BOTTOM RAIL LESS TARN 2" DIA. SPHERE M/I HOME TYP, STAIR TREAD AND RISER CALCULATION CONCRETE SLAB TO PLYWOOD SECOND FLOOR HT. = 128.75" / 17 RISERS = 7.57" RISER TYP. RISER = 7,57„ TYP. TREAD =10" REFER TO FLOOR PLAN FOR STAIR CONFIGURATION HANDRAIL WITH CIRCULAR CROSS POOP TRUSSES OR 2x RAFTERS SECTION DIAMETER BTWN. 1 1/2" TO 2", OR PROVIDE CROSS SECTION TOTAL STAIR RUN OF EQUIVALENT GRASPABIUTr z TREAD (NOT INCLUDING NOSING) = 10" WIDE 3/4" PLYWOOD PERFORMANCE 8d NAILS AT 3" O.C. AT 26 BLOCKING BEHIND HANDRAIL 1" NOSING FLOORING SHEATHING EDGES "SP2" SEE ROOF PLAN FOR REO`D. TOP AT 39" ABOVE EDGE OF TREAD AT E.A. SINGLE STRAP AT E.A. MEMBER PANEL EDGES STUD TO TOP PLATE & CON I. ALUM. j 10" (TYP.) "DSP" AT EA. DOUBLE BLOCKING BETWEEN TOP & BOT. 0TDS WHERE 1. NAILHEADS SHALL _ �� = STUD PANEL EDGE TO REFER TO HEADER NOT PENTRATE THE FACE TOP PLAit , �� SCHED. FOR SIZES OF THE SHEATHING B , � TOPE �� �� FLOOR TRUSS THAN THE NAILHEAD THICKiJESS. I '� i i bi m "SP2" AT 16" O.C. 2, PROVIDE 1/8" SPACE BETXLEEN I / II illl OVER VAPOR BARRIER u ACROSS HDR, . SPAN NAIL (2)2x4 TO BOTTOM OF �o 1ST.A24" STRAP #5 BAR DOWEL TIED TO _ ® MONOLITHIC SLAB EDGE .AT i HDR. STUD TO BEAM / REINF. FILLCELL .AS TRUSS 12' OR LESS IN II 8d NAILS AT 6" O.C. VERT. la i i DOWEL AND TOP COURSEftEBAR AT 1x10 STRINGER AT FIELD STUDS I I I r / / I ACROSS OPNG. I a�FLOOR DEPTH 16" Q.C. / 8d NAILS .AT 3" O.C. AT i i i i l SHEA I {TNG EDGES i i i NO STRAP REQ D. AT 1" NOSING TO STUD TO PLATE IF i / STUD TO RIM BD./BLKG. PANEL EDGES I � I I SHEATHING CONT. TO 2x12 TREAD / 2x8 STAIR LEDGER CONNECT FLOOR TRUSS W/ (2)104 NAILS AT BOT. OF FLR. TRUSS i! 8d NAILS AT 3" O.C. HORIZ. ii �°� 3/4" PLYWD. / 6" O.C. MAX. OR EQUIVALENT w 24" O.C. �� j TRUSS V4/ (4}16d NAILS (2x41 �_ sss:�sss�sss o LJ RISER 2x4 BLKG. EII',%. r=- ;T=-# '- ;T- • I / / CONNECT CARRIAGE TO LEDGER W/ 2x4 P.T. RIM BD. BTVIN. - i I . I I . I RIM ED. .� I ALL I I.I I.I t i RIM BD..A I ALL II FLR. TRUSS -- CONNECT —� L1J SHEATHING EDGES SHEATHING EDGES TO TRUSS Y,'/` (4)15d NAILS PROVIDE DBL. ROW OF 8d NAILS AT (2)10d TOE -NAILED COMMONS 2x4 SOLID BLKG. = o � � o OR TRUSS CHORD ® OF OPNGS. > 5-0" EXT, WALL SHEATHING CONC. BLOCK EXT. WALL ' / STAGGERED EA. SIDE Lo cn �Off o 0 � fPZ �'4`b.II.0 AAP IENTBt DTIR�S o w ¢ oL�j o FRAME CONNECT PLYWD. RISER TO BETVIEEN WALL STUDS AND FLOOR TRUSSES clf E: — o TREAD WITH (4) 8d NAILS _¢ LLJ w / 2x12 CARRIAGE AT SIDES AND o / CENTER OF STAIRS WITH 26 / SPACER AT SIDE WALLS CONNECT SPACER TO EA. STUD W/ (2) 10d COMMONS / 2x4 P.T. / KICK PLATE NOTE: PICKETS SHALL BE PLACED NO GREATER THAN 4" G.G. TYPICAL STAIR SECTION SCALE: N.T.S. HANDRAILS FOR STAIRWAYS SMALL 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" (33111 M) BETWEEN THE WALL AND THE HANDRAILS FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL, CONNECT W/ GALV. METAL NAILS AT 24" O.C. MAX. CONT. 2x6 TOP RAIL- CONN -1 TO FLR. TRUSS W/ (6)164 NA EXT. SHEATHING NAILING PATT PROVIDE Bid NAILS AT 3" 0. (2) ROWS AT 2x6 TOP RAI (1) ROW AT 2x4 BOT. RAI CONT. 2x4 BOT. RAIL- CONN TO FLR. TRUSS W/ (4)164 NA (2x4 P.T. IF 1N CONTACT W/ ALTERNATE FLR. IN LIEU OF 2x4 BLKG. BTWN. RAILS AS PART OF FLR. TRUSS END CONST. 2x4 SYP #2 STUDS 9 16' O.C. POOP TRUSSES OR 2x RAFTERS DRIP EDGE TRUSSES @ 24 " O.C. AT 24" O.C.- CONNECT z SHEATHING W% (2)164 MIN. COMMONS BE ALUMINUM OR �� 8d NAILS AT 3" O.C. AT TOE -NAILED TO TOP PLATE FLODR TRUSSFLOOR TRUSS SHEATHING EDGES "SP2" SEE ROOF PLAN FOR REO`D. STAGGER NAILS BT',"JN. AT E.A. SINGLE STRAP AT E.A. MEMBER PANEL EDGES STUD TO TOP PLATE & CON I. ALUM. j NOTES: "DSP" AT EA. DOUBLE BLOCKING BETWEEN TOP & BOT. 0TDS WHERE 1. NAILHEADS SHALL _ �� = STUD PANEL EDGE TO REFER TO HEADER NOT PENTRATE THE FACE TOP PLAit , �� SCHED. FOR SIZES OF THE SHEATHING B , � TOPE �� �� ALL OPEN CMU WALL CELLS THAN THE NAILHEAD THICKiJESS. I '� i i bi m "SP2" AT 16" O.C. 2, PROVIDE 1/8" SPACE BETXLEEN I / II illl OVER VAPOR BARRIER u ACROSS HDR, . SPAN SHEATHING PANELS. �o 1ST.A24" STRAP #5 BAR DOWEL TIED TO _ ® MONOLITHIC SLAB EDGE .AT i HDR. STUD TO BEAM i i i REINF. FILLCELL .AS I II 8d NAILS AT 6" O.C. VERT. la i i DOWEL AND TOP COURSEftEBAR AT I f (2? STRAPS EA. SIDE WITH (4) OR MORE TRUSSES AT FIELD STUDS I I I r 2x STUDS .AT I ACROSS OPNG. I If 16" Q.C. / 8d NAILS .AT 3" O.C. AT i i i i l SHEA I {TNG EDGES i i i NO STRAP REQ D. AT I I "LSTA24" STRAP AT HDR. I STAGGER NAILS EIIV�1. I,I �I STUD TO PLATE IF i / STUD TO RIM BD./BLKG. PANEL EDGES I � I I SHEATHING CONT. TO I FOR OPNGS. > 5 -0" 1 i 1 BOT. OF FLR. TRUSS i! 8d NAILS AT 3" O.C. HORIZ. ii �°� E- FLR. TRUSSE'S AT I� r 2x4 OR 2x6 RIM BD. BTWN. I FLR. TRUSS -- CONNECT TO AT 2x SILL PLATE 24" O.C. �� j TRUSS V4/ (4}16d NAILS (2x41 �_ sss:�sss�sss 16,116d NAILS (2x6) 2x4 BLKG. EII',%. r=- ;T=-# '- ;T- • I 2x4 BLKG. BTWN. 2x4 P.T. RIM BD. BTVIN. - i I . I I . I RIM ED. .� I ALL I I.I I.I t i RIM BD..A I ALL II FLR. TRUSS -- CONNECT —� L1J SHEATHING EDGES SHEATHING EDGES TO TRUSS Y,'/` (4)15d NAILS PROVIDE DBL. ROW OF 8d NAILS AT 8d NAILS AT 3" O.C. HORIZ.DBL. 2x4 SOLID BLKG. ALTERNATE CONT. 2x6 TOP RAIL I.L.O. ;'' AT TOP AND BOTTOM RIM BD. BELOW HDR. STUDS NAILING TO FLR. TRUSS BLKG. BTWN. RAILS OR TRUSS CHORD ® OF OPNGS. > 5-0" EXT, WALL SHEATHING CONC. BLOCK EXT. WALL ' "HETA20" STRAP AT EA, FLR. TRUSS END 0 � fPZ �'4`b.II.0 AAP IENTBt DTIR�S DETAIL AT 2 -STY, 2 -STY. EXT, FRAME REQUIRED NAILING PATTERN LO NOTED FOR WALL CONNECTOR DETAIL SHEATHING TO .ACT AS UPLIFT LOAD CONNECTOR BETVIEEN WALL STUDS AND FLOOR TRUSSES FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL, CONNECT W/ GALV. METAL NAILS AT 24" O.C. MAX. CONT. 2x6 TOP RAIL- CONN -1 TO FLR. TRUSS W/ (6)164 NA EXT. SHEATHING NAILING PATT PROVIDE Bid NAILS AT 3" 0. (2) ROWS AT 2x6 TOP RAI (1) ROW AT 2x4 BOT. RAI CONT. 2x4 BOT. RAIL- CONN TO FLR. TRUSS W/ (4)164 NA (2x4 P.T. IF 1N CONTACT W/ ALTERNATE FLR. IN LIEU OF 2x4 BLKG. BTWN. RAILS AS PART OF FLR. TRUSS END CONST. 2x4 SYP #2 STUDS 9 16' O.C. CLAY ROOF TILES OVER 90# FELT ON 1/2" CDX — P,-38 INSULATION PLYVVOOD (SEE ROOF NAILING PATTERN) AND PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. HURR. STRAP .AT EA. TRUSS 12 SEE ROOF PLAN PER F CONT. 2x4 DBL. PLATE ELEV. VI/` SIMPSON "SPH4" AT E.A. STUD SIMPSON ")DSP" .AT DOUBLE STUD PANEL EDGES L 3/4" PLYWOOD FLLOCR PRE—ENG'D. FLOOR DRIP EDGE TRUSSES @ 24 " O.C. 7/16" MIN. STRUCTURAL WALL z SHEATHING FASTEN W/ 5d NAILS AT 4" O.C. BE ALUMINUM OR �� TOP CHORD OF/—BOT. CHORD OF 5/4" PRIME TRIM BOARD FLODR TRUSSFLOOR TRUSS OVER 2x4/2x5 SUBFASCIA j GYPSUM_ BOARD 2x4 DIAPHRAM BLOCKING @ 24" O.C. REFER TO SUED. ! NAILER 'ONi1NUOUS ACROSS 1st (2) TRUSS BAYS SPECIFICATIONS 1 CONNECT TO EA. BOTTOM CHORD W/ (4) FOR FASCIA iMATERIAL ! 10d N,41LS CON I. ALUM. j "HETA20" STRAP 9 24' O.C. PROVIDE SOLID 2x4 VENTED SOFFIT BLOCKING BETWEEN TOP & BOT. 0TDS WHERE 8" C.M.U. STRAP DOES NOT ALIGN W(' TRUSS VERTICAL. ALT, DETAIL FLOOR TRUSS I PARALLEL TO WALL CLAY ROOF TILES OVER 90# FELT ON 1/2" CDX — P,-38 INSULATION PLYVVOOD (SEE ROOF NAILING PATTERN) AND PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. HURR. STRAP .AT EA. TRUSS 12 SEE ROOF PLAN PER F CONT. 2x4 DBL. PLATE ELEV. VI/` SIMPSON "SPH4" AT E.A. STUD SIMPSON ")DSP" .AT DOUBLE STUD PANEL EDGES L 1/2" GYPSUM BD. DRIP EDGE 4'-o OVER FASCIA " 112 DIAPHRAM AREA FASCIA MATERIAL TO111 FASTEN W/ 5d NAILS AT 4" O.C. BE ALUMINUM OR �� REMAINDER .AT 7" O.C. 5/4" PRIME TRIM BOARD �� I I OVER 2x4/2x5 SUBFASCIA j CONT. 2x SOLID WALL BLKG. ON REFER TO SUED. ! EDGE OR FLAT AT SHEATHING JOINT - SPECIFICATIONS 1 NAILS PERMITTED TO PENETRATE FOR FASCIA iMATERIAL ! 20 BLKG. SET ON EDGE CON I. ALUM. j R-11 MIN, INSULATION - VENTED SOFFIT REFER TO ENERGY CALCULATION z w cn 7/8" THK. CEMENT PLASTER OVER o 7/16" MIN. STRUCTURAL WALL F SHEATHING -SEE DETAIL FOR REQ'D. NAILING PATTERN J CONT. 2x4 TOP/BOT. RAIL -CONNECT TO FLR. TRUSS W/ (4)16d NAILS (BOT. RAIL TO BE 20 P.T. CONT. GALV. MTL. FOR REQUIRED INSULATION R -VALUE _--2x STUDS AT 16" O.C. CONT. 2x PLATE 3/4" T&G PLYWOOD FLOOR -NAILED & GLUED W/ 8d NAILS AT 12" O.C. IN FIELD AND 6" Q.C. AT PANEL EDGES PROVIDE DRAFTSTOPPING TO SEPARATE CEILING ,AREAS NO GREATER THAN 500 S.F. EXPANSION JOINT P -ENG' . TRU ES SIMPSON "HETA20" AT EA. TRUSS 24" O.C. (M • FILL ALL HOLES W/ NAILS (TRUSS PARRALLEL TO WALL -STRAP AT " 1/2" GYPSUM BD. EA. VERT. CHORD (24" O.C. MAX.) 4-0 (5/8 TYPE X GYP. BD. 8x8x16 CONC. KNOCKOULK. PHRAM AREA LI GARAGE CEILING )TOP COURSE -FILL W/NC. FASTEN W/ 5d NAILS AT 4" O.C. LIVING AREA ABOVE} REMAINDER AT 7" O.C. AND I-#5 BAR CONT. ii ROOF TRUSSES OR 2x RAFTER AT 24" O.C.- CONNECT W/ (2)164 MIN. COMMONS TOE -NAILED TO TOP PLATE- SIMPSON "SP2" — 2x STUDS AT 16" O.C. FLR. TRUSSES AT 24" O.C. s PRE-ENG'RED. PRECAST CONC. LINTEL IDc ii ABV. TYP. WDW. AND DOOR OPNGS. PROVIDE CONT. FIRE CAULK OR RADIANT FIRE WOOL @ ROOF SHEATHING BARRIER AND RAKE BEAM CONSTRUCTION JOINT Z PRE-ENGINEERED Ln ROOF TRUSSES AT 24" O.C. 1/2" GYPSUM BD. R-38 INSULATION PLANS FOR LOCATIONS AND TYPES = Q w o U lc; r IISEE 1/2" DRYWALL OVER 1x2 P.T. (MIN.) CD I AT 24 O.C. (MAX.) 0 �� I I Lu n R-3 MIN. INSULATION - CONC. BLOCK EXT. WALL — fill REFER TO ENERGY CALCULATION o ° FOR REQUIRED INSULATION R -VALUE cn w O II ii #5 VERT. BAR TIED INTO #5 BAR 1/2' EXTERIOR PORTLAND DOWEL AND TOP COURSE REBAR CEMENT PLASTER OVER i AT EA. REINF. CONC. FILLED BLOCK 8" C.M.U. n CELL AS LOCATED PER PLANS LLI II u PRECAST WDW. SILL - TYP. AT I n STD. WDW. OPNG. J ALL OPEN CMU WALL CELLS nII 4 3 1/2" MIN. CONC. SLAB (2500 PSI) m II II MIN. W/ FIBERMESH OR 6x6 10/10 WWM illl OVER VAPOR BARRIER u FINISH GRADE If — n CLEAN COMPACTED �o EARTH FILL #5 BAR DOWEL TIED TO _ ® MONOLITHIC SLAB EDGE FTG. REBAR AT EA. 20" FOOTING PER SLAB PLAN REINF. FILLCELL .AS MIN. LOCATED PED ER SLAB PLAN DOWEL AND TOP COURSEftEBAR AT TYP. EXT, 2 -STORY WALL SECTION SCALE: 1/2'=1'-O" EA. REINF. CONC. FILLED BLOCK CELL ROOF TRUSSES OR 2x RAFTER AT 24" O.C.- CONNECT W/ (2)164 MIN. COMMONS TOE -NAILED TO TOP PLATE- SIMPSON "SP2" — 2x STUDS AT 16" O.C. FLR. TRUSSES AT 24" O.C. s (6)164 NAILS (2x6) IDc SEE PROVIDE CONT. FIRE CAULK OR RADIANT FIRE WOOL @ ROOF SHEATHING BARRIER AND RAKE BEAM CONSTRUCTION JOINT Z PRE-ENGINEERED Ln ROOF TRUSSES AT 24" O.C. 1/2" GYPSUM BD. R-38 INSULATION FLR. TRUSS -- CONNECT = Q w o U lc; r II r— LLL DBL. 2x4 SOLID BLKG. 0 �� I I Lu OF OPNGS. > 5'-0" CONC. BLOCK EXT. WALL — I i w C/) FLR. TRUSS PERP. TO WALL OR cn w O 24" O.C. AT GABLE END TRUSS 2 -STY. EXT. FRAME 0 1-75 BACONT. WALL CONNECTOR DETAIL LLI o ROOF PLAN FOR REQ'D. TRAP AT EA. MEMBER REFER TO HEADER SCHED. FOR SIZES SIMPSON "DSP" AT 16" O.C. ACROSS HDR. SPAN SIMPSON "LSTA24" STRAP AT HDR. STUD TO BEAI:4 20 OR 2x6 RIM BD. BTWN.- FLR. TRUSS -- CONNECT TO TRUSS Wf (4)16d NAILS (2x4) NO STRUCTURAL MEMBER OR BLDG. SERVICE SHALL PENETRATE THE FIRE RATED SHAFT WALL BETWEEN UNITS. ASPHALT SHINGLES ON STRUCTURAL SHEATHING 4'-0" MIN.EACH SIDE OF — CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN) PROVIDE FIRE RETARDANT TREATED WOOD ROOF �AND PRE -ENG RED ROOF SHEATHING / TRUSSES AT 24" O.C. NL,Jw (6)164 NAILS (2x6) RAKE TIE BEAM W;` (1) �,5 CONT. MAINTAIN 2" CLEARANCE TO REBAR FROM TOP OF BEAM 2x4 P.T. RIM BD. BTW`N. PROVIDE CONT. FIRE CAULK OR RADIANT FIRE WOOL @ ROOF SHEATHING BARRIER AND RAKE BEAM CONSTRUCTION JOINT Z PRE-ENGINEERED Ln ROOF TRUSSES AT 24" O.C. 1/2" GYPSUM BD. R-38 INSULATION FLR. TRUSS -- CONNECT = Q w o U lc; r TO TRUSS W/ (4)16d NAILS r— LLL DBL. 2x4 SOLID BLKG. 0 BELOW HDR. STUDS Lu OF OPNGS. > 5'-0" CONC. BLOCK EXT. WALL — "HETA20" STRAP AT 24" O.C. MAX. AT w C/) FLR. TRUSS PERP. TO WALL OR cn w O 24" O.C. AT GABLE END TRUSS 2 -STY. EXT. FRAME 0 1-75 BACONT. WALL CONNECTOR DETAIL NO STRUCTURAL MEMBER OR BLDG. SERVICE SHALL PENETRATE THE FIRE RATED SHAFT WALL BETWEEN UNITS. ASPHALT SHINGLES ON STRUCTURAL SHEATHING 4'-0" MIN.EACH SIDE OF — CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN) PROVIDE FIRE RETARDANT TREATED WOOD ROOF �AND PRE -ENG RED ROOF SHEATHING / TRUSSES AT 24" O.C. NL,Jw m o o RAKE TIE BEAM W;` (1) �,5 CONT. MAINTAIN 2" CLEARANCE TO REBAR FROM TOP OF BEAM '—PRE-ENG'RED. FLR. TRUSSES AT PROVIDE CONT. FIRE CAULK OR RADIANT FIRE WOOL @ ROOF SHEATHING BARRIER AND RAKE BEAM CONSTRUCTION JOINT Z PRE-ENGINEERED Ln ROOF TRUSSES AT 24" O.C. 1/2" GYPSUM BD. R-38 INSULATION = Q w o U lc; r SINGLE 8x8x16 CONC. r— LLL FOAM CORE FILL INSULATION IN ALL OPEN 0 KNOCKOUT BILK. COURSE Lu CMU WALL CELLS - REFER TO ENERGY ry CN - FILL Wl CONIC. AND w C/) CALCULATION FOR R -VALUE cn w O 1/2" GYPSUM BD. 1-#5 BA CONT. 0 1-75 BACONT. 0 1/2" DRYWALL OVER DBL. 1x2 P.T. LLI o I AT 24 O.C. (MAX.) 11.9 cn ALL OPEN CMU WALL CELLS 8x8x16 2 HR. FIRE -RATED m o CMU WALL � �z J �o o x o #5 VERT. BAR TIED INTO #5 BAR 866 2 HR. FIRE -RATED DOWEL AND TOP COURSEftEBAR AT L- EA. REINF. CONC. FILLED BLOCK CELL CD AS LOCATED PER PLANS 0 AS LOCATED PER PLANS 3/4" T&G PLYWOOD FLOOR -NAILED & 26 CONT. P.T. Wj (1) ROWS GLUED W/ Sd NAILS AT 12" O.C. IN HELD AND 6" O.C. AT PANEL EDGES OF 1/4'x 2-3/4' TAPCONS AT z 12" O.C.- STAGGERED PROVIDE DRAFTSTOPPING TO SEPARATE CEILING 3/4" PLYWOOD N AREAS NO GREATER THAN 500 S.F. DECKING z 3 1/2" MIN, CONC. SLAB (2500 PSI) W/ FIBERMESH OR 66 10 10 WWM OVER VAPOR BA BIER �— CLEAN COMPACTED EARTH FILL MONOLITHIC SLAB FOOTING PER SLAB PLAN 2'-D" TYP. UNIT SEPARATION MALL SECTION AT ROOF TRUSS PARRELLEL TO FRAME WALL SCALE: 1/21 LATEST REVISION DATE TO MASTER: 07-01-12 co coo z06 '—PRE-ENG'RED. FLR. TRUSSES AT {LS W c = Q w o U lc; r 24° O.C. (MAX.) STAGGERED r— LLL DOUBLE 8x8x16 OONC. 0 BTWN, ADJ. UNITS Lu KNOCKOUT BILK. COURSE ry ® '•�� w C/) - PLL W� CONC. AND cn w O 1/2" GYPSUM BD. 1-#5 BA CONT. 0 LLI CORE -ILL 500 FOAM INSULATION IN I CS 11.9 cn ALL OPEN CMU WALL CELLS 0 m LLI 1/2" DRYWALL OVER DBL. 1x2 P.T. �o o (MIN.) AT 24" Q.C. (MAX.) o 866 2 HR. FIRE -RATED CIOX CMU WALL CXD a 5 VERT. BAR TIED INTO 5 BAR AT a DOWEL AND TOP COURSE EBAR EA. REINF. CONC. FILLED BLOCK CELL AS LOCATED PER PLANS z 3 1/2" MIN, CONC. SLAB (2500 PSI) W/ FIBERMESH OR 66 10 10 WWM OVER VAPOR BA BIER �— CLEAN COMPACTED EARTH FILL MONOLITHIC SLAB FOOTING PER SLAB PLAN 2'-D" TYP. UNIT SEPARATION MALL SECTION AT ROOF TRUSS PARRELLEL TO FRAME WALL SCALE: 1/21 LATEST REVISION DATE TO MASTER: 07-01-12 co coo z06 C7 L J i •E U w� o {LS W c = Q w o U lc; r —t U o c) O Q r— LLL Co N IL ILLJ 0 � Lu ® CN ry ® '•�� w C/) o cn w O �I 0 O co coo z06 C7 L J i •E U w� o {LS W c = Q w o U lc; r —t U o c) O Q r— LLL Co N IL ILLJ A.— � ® CN I j o �I <I LLI I 11.9 cn LLI i O co coo z06 C7 L J i •E U w� o {LS W c = Q w o U lc; r —t U o c) O Q r— LLL Co N IL ILLJ A.— � ® CN o w LLI __j = 11.9 cn LLI L LLI o C/) IC/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, .ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! e D3 III ORLANDO