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HomeMy WebLinkAbout2783, 2785, 2787, 2789, 2791, 2793 River Landing Dr (a)ja A0 a :a a u Ia � ABBREVIATIONS a M/1 O M/1 HOMES SE ABV. ABOVE GA. GAUGE RM. ROOM A/C AIR COMPRESSOR G.F.I. GROUND -FAULT CIRCUIT R.O. ROUGH OPENING ADJ. ADJUSTABLE 664 INTERRUPTER 1 VMFLG VERTICAL - BLOCK 1 VMFIN VERTICAL - FRAME 901 DOORS R/S ROD AND SHELF AHU AIR HANDLER GL. GLASS 1635 1480 1635 1780 9945 ENTRY S.C. SOLID CORE ALT ALTERNATE GYP. BD. GYPSUM BOARD 298 GARAGE 238 230 230 242 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 36 36 NA 144 INSUL. INSULATION SHWR. SHOWER C.L. CENTER LINE INT. INTERIOR SIM. SIMILAR CABT. CABINET LAM. LAMINATED SGD. SLIDING GLASS CLG. CEILING LAV. LAVATORY STD. STANDARD CLR. CLEAR LUM. LUMINOUS TEMP. TEMPERED GLASS CONC. CONCRETE M.C. MEDICINE CABINET THK. THICK CPT. CARPET MFR. MANUFACTURER T.O.C. TOP OF CURB C.T. CERAMIC TILE MIN. MINIMUM T.O.P. TOP OF PLATE C.J. CONTROL JOINT MTD. MOUNTED T.O.S. TOP OF SLAB CMU CONCRETE MASONRY MTL. METAL TYP. TYPICAL UNIT N.I.C. NOT IN CONTRACT U.N.O. UNLESS NOTED OTHERWISE D. DRYER N.T.S. NOT TO SCALE VP. VAPOR PROOF DBL. DOUBLE DIA. DIAMETER O.C. ON CENTER W. WASHER DIM. DIMENSION P.L. PROPERTY LINE W/ WITH DISP. DISPOSAL P.B. PUSH BUTTON WD. WOOD DP. DEEP PH. PHONE WDW. WINDOW DR. DOOR PLYWD. PLYWOOD W/H WATER HEATER D.S. DOWNSPOUT PR. PAIR W.I. WROUGHT IRON DTL. DETAIL PT PRESSURE TREATED W.P. WEATHER PROOF D.W. DISHWASHER R. RISER EA. EACH RAD. RADIUS ELEV. ELEVATION R/A RETURN AIR GRILL ENG'D. ENGINEERED REF. REFRIDGERATOR EQ. EQUAL REV. REVERSE EXH. EXHAUST EXT. EXTERIOR F.G. FIXED GLASS FIN. FINISH FLR. FLOOR FLR'G FLOORING FLUOR. FLUORESCENT FR. DR. FRENCH DOOR FTG. FOOTING HOMES RACE CORP. SUBDIVISION LOT # MODEL RIVERVIEW RV 179-184 6 UNIT TH AREA WINDOWS CODE DESCRIPTION 0016 SINGLE HUNG - BLOCK 0026 SINGLE HUNG - FRAME 0030 FIXED GLASS - FRAME 1st STY. LIVING 834 0021 SLIDING GLASS DOOR - BLOCK 664 734 1 VMFLG VERTICAL - BLOCK 1 VMFIN VERTICAL - FRAME 901 DOORS CODE DESCRIPTION 7 SINGLE/DOUBLE INSWING/OUTSWING (2068, 2468, 2668, 2868, 6068) TOTAL LIVING 1780 8'xT GARAGE DOOR 1635 1480 MODEL RIVERVIEW RV 179-184 6 UNIT TH AREA Sheet Number TAB IT UA UNIT B UNIT B UNIT BIT UN UNIT TOTAL 1st STY. LIVING 834 734 734 664 734 834 4534 2nd STY. LIVING 946 901 901 816 901 946 5411 TOTAL LIVING 1780 1635 1635 1480 1635 1780 9945 ENTRY 40 51 51 65 51 40 298 GARAGE 238 230 230 242 230 238 1408 LANAI 41 NA NA NA NA 41 82 TOTAL U.R. 2099 1916 1916 1787 1916 2099 11733 PATIO NA 36 36 36 36 NA 144 CODE SUMMARY APPLICABLE CODES 1. FLORIDA BUILDING CODE 2007 - RESIDENTIAL 2007 & 2008 SUPPLEMENTS 2. FLORIDA BUILDING CODE 2004 - BUILDING; CHAPTER 13 - ACCESSIBILITY 3. NATIONAL ELECTRICAL CODE, NFPA 70, 2007 EDITION 4. FLORIDA FIRE PREVENTION CODE - 2007 EDITION Sheet Number BUILDING TYPE: 2 STORY TOWNHOUSE 0 Cover Sheet CONSTRUCTION TYPE: UNPROTECTED, UNSPRINKLED Elevations 2 FIRE PROTECTION RATING REQUIREMENTS: 3 1st Floor Plan 4 REQUIRED PROVIDED 1. PARTY AND FIRE WALLS 2 HR. 2 HR. 2. INTERIOR BEARING WALLS 0 0 3. INTERIOR NON BEARING PARTITIONS PER 705.1.2 4. COLUMNS 0 0 0 0 5. BEA fRUSSES AND ARCHES 6. FLOOR CEILING CONSTRUCTION 0 0 7. ROOF CEILING CONSTRUCTION 0 0 8. EXTERIOR BEARING WALLS 2nd Framing Plan 14 HORIZONTAL SEPARATION: (PARRALLEL WALLS) D1 Detail Sheet 0 ft. to 6 ft 0 % OPENINGS OVER 6 ft 1 (0%) 0 N/A (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 O SHEET LIST Sheet List Table Sheet Number Sheet Title 0 Cover Sheet 1 Elevations 2 Elevations Side -Rear 3 1st Floor Plan 4 2nd Floor Plan 5 Cross Sections 6 1st Electrical Plan 7 2nd Electrical Plan 8 Foundation Plan 9 Plumbing 10 1st Block Plan 11 2nd Block Plan 12 1st Framing Plan 13 2nd Framing Plan 14 Separation Walls D1 Detail Sheet D2 Detail Sheet D3 Detail Sheet LATEST REVISION DATE TO MASTER: 05-02-11 C O 00 cF_ ��U W"' � C:1 cc L 2F- �_CFO-� > J Z M � J _C LL W N Q 3- 0 CD 1 � O ti r- F - W + U) Ur E w CD O U b LLJ I— OC/)J co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE 'ER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! fI 0of## M/1 ORLANDO w rL Z Q Opp LU O w M J 0 LLZ O H C O 00 cF_ ��U W"' � C:1 cc L 2F- �_CFO-� > J Z M � J _C LL W N Q 3- 0 CD 1 � O ti r- F - W + U) Ur E w CD O U b LLJ I— OC/)J co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE 'ER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! fI 0of## M/1 ORLANDO w rL ELEVATION NOTES: 1. ALL RAISED AND SCORED BANDS SHALL BE SMOOTH SAND FINISH. 2. SCORED BAND REFERs TO FLUSH (NOT RAISED) BAND. SCRIBE LINE AT BAND WIDTH PER ELEVATION. 3. ALL RAISED BANDS SHALL BE FOAM OR STUCCO (PER PLAN). 4. CONTROL JOINTS SHOWN ADJACENT TO WINDOWS ON SIDE AND REAR ELEVATIONS SHALL BE 6" FROM EDGE OF WINDOW JAMBS. co f. WA3�c' FOAM SOFFIT BRACKET #1 FOAM SOFFIT BRACKETS) 1/4" = 1'-0" MEAN ROOF HEIGHT_ +23'-3" V TOP OF 2ND STY. WALL PLATE IF/ +18'-9 7/8" 2nd STY. FIN. FUR. +10'-8-3/4" I TOP OF 1ST STY. BLK. WALL FOAM SOFFIT r BRACKET- EQ. SPACED TOP OF SLAB jh— +0'-0" Y (REF. ELEV.) 7/16" OSB SHEATHING GABLE END TRUSS OR FRAME WALL 7J8" CEMENT PLASTER ON PAPER BACK LATH AIR INFILTRATION BARRIER (DESIGN STANDARD: TYVEK) z MID -WALL WEEP SCREED 1/2" MIN. CEMENT PLASTER 8" CMU WALL CONTROL JOINT DETAIL 5- TOP OF BLOCK 0" LEXINGTON 12 5 ( PRINCETON UNIT "B" FOAM SOFFIT GABLE CORBEL 1/4' = 1'-O" UIVI I D BAND AT P " " ''"" '-D BAND AT DOOR WDW. ROJ. BEYONND FINISH / STONE DOOR/WDW. PROJ. 3/4" KEYSTONE 1/4' = 1'-0" TRENTON UNIT "C" BAND AT DOOR/WDW. PROJ. BEYOND STONE UINII I CS -- BAND AT FINISH PROJ 46607 DOOR/WDW. STONE LEXINGTON 12 15 TOP OF 2ND STY. WALL PLATE +18'-9 7/8" 2nd STY. FIN. FLR. +10'-8-3/4" TOP OF 1ST STY. BILK. WALL — +9'-4" 1 FOAM SOFFIT RACKET- EQ. SPACED TOP OF SLAB — 0 O- — FRONT ELEVATION CODE SUMMARY APPLICABLE CODES 1. FLORIDA BUILDING CODE 2007 - RESIDENTIAL 2007 & 2008 SUPPLEMENTS 2. FLORIDA BUILDING CODE 2004 - BUILDING; CHAPTER 13 - ACCESSIBILITY 3. NATIONAL ELECTRICAL CODE, NEPA 70, 2008 EDITION 4. FLORIDA FIRE PREVENTION CODE - 2007 EDITION BUILDING TYPE: 2 STORY TOWNHOUSE m U 00 MZ�� Z CONSTRUCTION TYPE: UNPROTECTED, UNSPRINKLED cv W0 2 H w = CO U'> FIRE PROTECTION RATING REQUIREMENTS: ¢w=� c_j_ma' !C JPO 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 BEAMS,b. 0 0 6. FLOOR CEILING CONSTRUCTION �z 7. ROOF CEILING CONSTRUCTION 0 0 8. EXTERIOR BEARING WALLS O 0 HORIZONTAL SEPARATION: (PARRALLEL WALLS) 0 ft. to 6 ft 0 % OPENINGS 1 (07.) 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 07. OVER 6 ft 0 0 LATEST REVISION DATE TO MASTER: 05-02-11 O O U OC � W W O EjZ: C O }" ciF- m U 00 MZ�� Z W �w� cv W0 2 H w = CO U'> <V ¢w=� c_j_ma' !C JPO J N LL Q W Opp � Lu O w O r � 1 � �z O -17 Q \r / �z i O 0 C O }" ciF- m U 00 MZ�� .� U W �w� cv W0 2 H w = CO U'> <V ¢w=� c_j_ma' !C JPO J N LL c— s= W Q � 0 O r � 1 � O -17 Q \r / i O N W b W H 0c/)_._I co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! �lt 1 of 14 M/I ORLANDO _mL c w w c c c c 0 c c 2x4 DRYWA SHE NI('.NP 11131F!11l ,.,,,,„ . lst STY. FLOOR PLAN WDW.ROUGH OPNG.NOTE 36718x63 WIDTH x HEIGHT (IN INCHES) AREA TAB 1st STY FLOOR PLAN NOTES: 1. ALL INTERIOR FRAME WALL ARE DRAWN AND DIMENSIONED TO BE 3 1/2' WIDE UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8" WIDE UNLESS OTHERWISE NOTED. 3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTWN. GROUTED FILLED CELLS ARE CONSIDERED SHEAR WALLS. 4. INDICATES FRAME BEARING WALL. WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO WALL tRUNOtRAVITY LOADS ONLY. ALL UPLIFT LOADS ARE HANDLED BY QUICK -TIE INSTALLATION. SEE SHEET 11 FOR ADD'L, INFORMATION 5. INDICATES FILLED REINFORCED VERTICAL BLOCK CELL - CONT. FROM FOOTING TO C.M.U. TOP COURSE 6. 0 INDICATES 8" CMU WALL. TOP OF 44 ABOVE TOP OF SLAB. 7. ® INDICATES 2 -HR. FIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL CONTINUOUS FROM TOP Y SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG. SERVICE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL. 8. PROVIDE UL TESTED FIRE CAULKING ON ALL ELECTRICAL, PLUMBING AND MECHANICAL PENETRATION THROUGH RATED WALLS AND CEILINGS 9. VENT DRYER TO OUTSIDE THROUGH ATTIC OR WALL. 10. PROVIDE 24"w. WALL CAVITY, VOID OF STUDS, BEHIND WASHER FOR PLUMBING BOX AND STACK. 11. PROVIDE 12"w. WALL CAVITY, VOID OF STUDS, AT SHOWER CONTROL VALVE LOCATION. 12. INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS. 13. - INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW OPENING. 14. LINE" - INDICATES CHANGE IN FLOOR FINISH. 15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES. 16. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) W/ WALL MOUNTED HANGERS AT LOCATIONS SHOWN. LATEST REVISION DATE TO MASTER: 05-02-11 Lal O 00 UNIT UNIT UNIT UNIT UNIT UNIT BLDG. 1st STY. LIVING 834 734 734 664 734 834 4534 2nd STY. LIVING 946 901 901 816 901 946 5411 TOTAL LIVING 1780 1635 1635 1480 1635 1780 9945 ENTRY 40 51 51 65 51 40 298 GARAGE 238 230 230 242 230 238 1408 LANAI 41 NA NA NA NA 41 82 TOTAL U.R. 2099 1916 1916 1787 1916 2099 11733 PATIO I NAI 36 36 36 36 NAI 144 1st STY FLOOR PLAN NOTES: 1. ALL INTERIOR FRAME WALL ARE DRAWN AND DIMENSIONED TO BE 3 1/2' WIDE UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8" WIDE UNLESS OTHERWISE NOTED. 3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTWN. GROUTED FILLED CELLS ARE CONSIDERED SHEAR WALLS. 4. INDICATES FRAME BEARING WALL. WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO WALL tRUNOtRAVITY LOADS ONLY. ALL UPLIFT LOADS ARE HANDLED BY QUICK -TIE INSTALLATION. SEE SHEET 11 FOR ADD'L, INFORMATION 5. INDICATES FILLED REINFORCED VERTICAL BLOCK CELL - CONT. FROM FOOTING TO C.M.U. TOP COURSE 6. 0 INDICATES 8" CMU WALL. TOP OF 44 ABOVE TOP OF SLAB. 7. ® INDICATES 2 -HR. FIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL CONTINUOUS FROM TOP Y SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG. SERVICE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL. 8. PROVIDE UL TESTED FIRE CAULKING ON ALL ELECTRICAL, PLUMBING AND MECHANICAL PENETRATION THROUGH RATED WALLS AND CEILINGS 9. VENT DRYER TO OUTSIDE THROUGH ATTIC OR WALL. 10. PROVIDE 24"w. WALL CAVITY, VOID OF STUDS, BEHIND WASHER FOR PLUMBING BOX AND STACK. 11. PROVIDE 12"w. WALL CAVITY, VOID OF STUDS, AT SHOWER CONTROL VALVE LOCATION. 12. INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS. 13. - INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW OPENING. 14. LINE" - INDICATES CHANGE IN FLOOR FINISH. 15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES. 16. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) W/ WALL MOUNTED HANGERS AT LOCATIONS SHOWN. LATEST REVISION DATE TO MASTER: 05-02-11 Lal b W O U) U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO IWI HOMES FOR CLARIFICATION! 3 of 14 M/I ORLANDO O 00 � U Z ' Z r 1 � LO O �.to r' Q > _19 OM OQ�J Q �OOp� L Q CL UJ w �O �zLL caN - z: 3:O H b W O U) U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO IWI HOMES FOR CLARIFICATION! 3 of 14 M/I ORLANDO O 00 � U Z ' r 1 � LO O �.to r' Q > _19 OM OQ�J Ll- co CV LL c L Q CL b W O U) U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO IWI HOMES FOR CLARIFICATION! 3 of 14 M/I ORLANDO o O r� r 1 � LO O r' Q > �0 caN W b W O U) U) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO IWI HOMES FOR CLARIFICATION! 3 of 14 M/I ORLANDO w un p �9 m 0 un un Mi c 7/8„ PLA`. EXPANDEDIVIL I„L LtA II I VIN I I VLr\ vo III 1 v vI'll I n nmr_unl iQ QATF-n 7 /1G" E -IDE- DCTADFIAAIT CLJCAT11IKIP BOLT INSTALLATION NOTES: WASHER PLUMB'GBOX 24° VOID STACK PLACE DBL.v DBL. WALL STUD ADJ. TO STUD VENT PIPE STUD SPACING DETAIL 0, WASHER NI 1" RND. WASHER IA. DRILLED & CLEANED HOLE (4" MIN. EMBED INTO CMU WALL) 3" MIN. EDGE DISTANCE • BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION WALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL TYP- CMU TO FRAME WALL DETAIL AT SEPARATION WALL SCALE: 3"=1'-O" 2nd STY. FLOOR PLAN WDWROUGH OPNG.NOTE 36718x63 WIDTH x HEIGHT (IN INCHES) m c WALLLEGEND ® INDICATES 2x4 BEARING WALL W/ QUICK TIE SYSTEM HOLDDOWNS FROM TOP OF 1ST STORY BLOCK WALL TO SECOND STORY TOP PLATE, SEE SHEET 11 FOR ADD'L INFORMATION ® INDICATES 2x4 BEARING WALL ABOVE LAM. BEAM. PROVIDE STRAPPING PER DETAIL 15 ON SHT. 12 ® INDICATES 2 -HR. FIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL CONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG. SERVICE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL REFER TO SEPARATION WALL DETAIL(s) FOR ADDITIONAL INFORMATION. AREA TAB UNIT UNIT UNIT UNIT UNBIT UNAIT BOLDA 1st STY. LIVING 834 734 734 664 734 834 4534 2nd STY. LIVING 946 901 901 816 901 946 5411 TOTAL LIVING 1780 1635 1635 1480 1635 1780 9945 ENTRY 40 51 51 65 51 40 298 GARAGE 238 230 230 242 230 238 1408 LANAI 41 NA NA NA NA 41 82 TOTAL U.R. 2099 1916 1916 1787 1916 2099 11733 PATIO NA 36 36 36 36 NA 144 a 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: 05-02-11 :.i u Z Q OM Lu m O O LL. z z 0 400 U a? 0 Z H 0 �Cw`o 00� c co !a a w = o Z N M � � J LL W N LL. cl m a 0 O LO 1 � O b W 0W J cp DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mn HOMES FOR CLARIFICATION! 4 of 14 M/I ORLANDO 0 0 i 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 0 FACE OF STUD WALL KNEE WALL - TOP AT 42"-, 2'-3„ TREADS @ 9" EA. i � GIRDER PER & STAIRS TO BE i 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 0 FACE OF STUD WALL KNEE WALL - TOP AT 42"-, 2'-3„ TREADS @ 9" EA. SECTION THRU UPPER STAIR- UNIT "A" SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3/4' PLYWD. ON 2x12 FRMG AT TREADS I, PER PLAN 3'-2' STAIR SECTION AT UNIT "B" SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3/4° PLYWD. ON 2x8 JOISTS AT LANDING TOP OF LANDING 3'-6 1/4" FULL HT. (4) 1 9/16" RISERS WALL BEYOND _ �I UPPER LANDING � GIRDER PER & STAIRS TO BE GIRDER (BEYOND) FRAMING PLAN SUPPORTED BY 1" NOSING OPEN RAILING om c¢ GIRDER ABOVE BEARING w �O ON CURB WALL 2 F__ N ..cwn LL ---u'-- �------�zOf ----- = N 0 U-¢ cV 3iSPACER 3/4" PLYWD, O J �' RISER m 0 m �� J°oo 1/2" DRYWALL J o � 5 1/2" UNDER STAIRS- I I o o TYPE "X° IN S i t 2x12 CARRIAGE W/ SPACER Z co o - �-1 o GARAGE S- J AT I 0 CD 0 JJ SIDE WALLS CV i i 0'4 1/2" 3._6" 5-J SIDE WALLS s -J GARAGE II PER PLAN 3'-2" STAIR J S - FLOOR II I I SECTION THRU UPPER STAIR- UNIT "A" SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3/4' PLYWD. ON 2x12 FRMG AT TREADS I, PER PLAN 3'-2' STAIR SECTION AT UNIT "B" SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 3/4° PLYWD. ON 2x8 JOISTS AT LANDING TOP OF LANDING 3'-6 1/4" FULL HT. (4) 1 9/16" RISERS WALL BEYOND _ �I SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION 1 1/2" DIAMETER CONT. HANDRAIL TYPICAL SECTION AT HANDRAIL BALUSTER SPACING MUST REJECT 4" DIA. SPHERE UP TO HEIGHT OF 34" -BOTTOM RAIL OR CURB MUST REJECT 2" DIA. SPHERE STAIR TREAD AND RISER CALCULATION (2) RISERS + (1) TREAD = 24" (MIN.) TO 25" (MAX.) REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND RISERS HANDRAIL WITH CIRCULAR CROSS SECTION DIAMETER BTWN. 1 1/2' TO 2", OR PROVIDE CROSS SECTION TOTAL STAIR RUN OF EQUIVALENT GRASPABILITY MINIMUM TREAD NOT INCLUDING NOSING)79 9 WIDE PERFORMANCE 2x8 BLOCKING BEHIND HANDRAIL I TOP AT 39" ABOVE EDGE OF TREAD NOTE: PICKETS SHALL BE PLACED NO GREATER THAN 4" O.C. 3'-5 1/2° � � � Zo Q OPEN RAILING om c¢ mED w �O ON CURB W Z 2 F__ N N p = N 0 U-¢ J Qc 3iSPACER - MCD O J �' m m �� J°oo X ¢ ¢ = Q w AD CD 0 AGE AT SIDE WALLS PER PLAN 3'-2" 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 OF 34" -BOTTOM RAIL OR CURB MUST REJECT 2" DIA. SPHERE STAIR TREAD AND RISER CALCULATION (2) RISERS + (1) TREAD = 24" (MIN.) TO 25" (MAX.) REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND RISERS HANDRAIL WITH CIRCULAR CROSS SECTION DIAMETER BTWN. 1 1/2' TO 2", OR PROVIDE CROSS SECTION TOTAL STAIR RUN OF EQUIVALENT GRASPABILITY MINIMUM TREAD NOT INCLUDING NOSING)79 9 WIDE PERFORMANCE 2x8 BLOCKING BEHIND HANDRAIL I TOP AT 39" ABOVE EDGE OF TREAD NOTE: PICKETS SHALL BE PLACED NO GREATER THAN 4" O.C. r__ w N rr I cwn • TOP OF LANDING �W N 3/4° PLYWD. ON 2x8 JOISTS AT LANDING 63 I 1" NOSING 3/4" PLYWOOD FLOORING FLOOR TRUSS NAIL (2)2x4 TO BOTTOM OF / _,,--DEPTH TRUSS 12"OR LESS IN 1x10 STRINGER / DEPTH 1" NOSING / 2x12 TREAD / / 2x8 STAIR LEDGER CONNECT TO / FLOOR TRUSS W/ (2)104 NAILS AT 3/4° PLYWD. / 6" O.C. MAX. OR EQUIVALENT RISER / TYPICAL ST. SCALE: N.T.S. / CONNECT CARRIAGE TO LEDGER W/ / (2)10d TOE -NAILED COMMONS / STAGGERED EA. SIDE CONNECT PLYWD. RISER TO TREAD WITH (4) 8d NAILS \\- 2x12 CARRIAGE AT SIDES AND CENTER OF STAIRS WITH 2x6 SPACER AT SIDE WALLS CONNECT SPACER TO EA. STUD W/ (2) 10d COMMONS AIR SECTION LATEST REVISION DATE TO MASTER: 05-02-11 Z Zo Q om c¢ mED w �O W Z 2 F__ N p = w o U-¢ J Qc - MCD O J C::, c 0 m cm X ¢ ¢ = Q w r__ w N rr I cwn • TOP OF LANDING �W N 3/4° PLYWD. ON 2x8 JOISTS AT LANDING 63 I 1" NOSING 3/4" PLYWOOD FLOORING FLOOR TRUSS NAIL (2)2x4 TO BOTTOM OF / _,,--DEPTH TRUSS 12"OR LESS IN 1x10 STRINGER / DEPTH 1" NOSING / 2x12 TREAD / / 2x8 STAIR LEDGER CONNECT TO / FLOOR TRUSS W/ (2)104 NAILS AT 3/4° PLYWD. / 6" O.C. MAX. OR EQUIVALENT RISER / TYPICAL ST. SCALE: N.T.S. / CONNECT CARRIAGE TO LEDGER W/ / (2)10d TOE -NAILED COMMONS / STAGGERED EA. SIDE CONNECT PLYWD. RISER TO TREAD WITH (4) 8d NAILS \\- 2x12 CARRIAGE AT SIDES AND CENTER OF STAIRS WITH 2x6 SPACER AT SIDE WALLS CONNECT SPACER TO EA. STUD W/ (2) 10d COMMONS AIR SECTION LATEST REVISION DATE TO MASTER: 05-02-11 b W n 0W J Cly DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! 5 of 14 M/I ORLANDO Z Q om Lu w �O 2 Z O H b W n 0W J Cly DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! 5 of 14 M/I ORLANDO m W `1 9 m a c un w o c a m 0 c min c 0 m COACH LT. EE-LECTRICAL LEGEND E79 STANDARD SWITCH to 00 U coo a� 3 WAY SWITCH oow� 4 WAY SWITCH oc r- C5 ; � DIMMER SWITCH Q Wm = o PUSH BUTTON Cja~iv J Z a M DUPLEX OUTLET CA G.F.I. DUPLEX OUTLET WP/GFI WATER PROOF/G.F.I, DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET UC 1� UNDER COUNTER DUPLEX OUTLET ® CLC. MOUNTED OUTLET FOR GAR. DOOR OPENER =LL PRE -WIRED JUNCTION BOX F W PRE -WIRED FAN JUNCTION BOX CEILING MOUNTED LIGHT FIXTURE _�lvP CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE ATTIC P.C. LGT. ATTIC PULL CHAIN -� RECESSED LIGHT FIXTURE � VP RECESSED -VAPOR PROOF LIGHT FIXTURE 10 WALL MOUNTED LIGHT FIXTURE '-0 COACH COACH LIGHT (PRE -WIRE AS NOTED) FLOOD LIGHT O 1x4 1'x4' FLUORESCENT LIGHTING 0 2'x4' FLUORESCENT LIGHTING 2x4 L� FLUORESCENT STRIP C 1 UNDER CABINET FLUORESCENT STRIP 9999 WALL MOUNTED INCANDESENT STRIP E.F. EXHAUST FAN E.F. EXHAUST FAN WITH LIGHT LITE S� SMOKE do CARBON MONOXIDE DETECTOR O SPEAKER PRE -WIRE ELECTRICAL PANEL E=h A/C DISCONNECT LJ -"WWW ELECTRICAL METER TELEVISION OUTLET TELEPHONE JACK 1 m NETWORK JACK cl- U m m w' a, ME 1st STY. ELECTRICAL PLAN ELECTRICAL NOTES: . LLLU i KlUAL LAYOU I SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL, STATE AND 2008 NEC. 2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED & VERIFIED AT PRE -CON MTG. 3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTER(S) AND SHALL "TAMPER-RESISTANT" PROTECTION DEVICE. 4. ALL GARAGE OUTLETS SHALL BE G.F.I. 5. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS. 6. CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0' OF EACH DESIGNATED BEDROOM. 7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR. 8. ALL RECEPTACLES IN DAMP AND WET LOCATIONS SHALL BE WEATHER RESISTANT TYPE DEVICES. 9. ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, AS REQ'D. a a M LATEST REVISION DATE TO MASTER: 05-02-11 C O to 00 U coo a� Z oow� ca uj 2 F- oc r- C5 ; � Q = Q Wm = o Z-3. Cja~iv J Z a M T M < j Opp � w 0 j =LL � Z C O C O to 00 U coo a� .s L U oow� ca uj 2 F- oc r- C5 ; � Q = Q Wm = o 0 W Cja~iv J Z a M T r -J LL55NLL. � � a Q � b W F–� O � J Vp DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! L 6 of 14 M/l of 0 O 1 L O r - T LJ. L '— O C W b W F–� O � J Vp DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! L 6 of 14 M/l of 2nd STY. ELECTRICAL PLAN 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, AS REQ'D. LATEST REVISION DATE TO MASTER: 05-02-11 w w 75 a: w o00 _w U W U)Lu O M ELECTRICAL LEGEND "w U STANDARD SWITCH w a;;= -b-P 3 WAY SWITCH Q= _br� 4 WAY SWITCH J Z M o O� J DIMMER SWITCH LL. PUSH BUTTON wci� � DUPLEX OUTLET CA G.F.I. DUPLEX OUTLET W�P/GFI WATER PROOF/G.F.I. DUPLEX OUTLET 220 220 VOLT OUTLET CLG CEILING MOUNTED DUPLEX OUTLET UC 1 i UNDER COUNTER DUPLEX OUTLET ® CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER PRE -WIRED JUNCTION BOX FAN P.W. PRE -WIRED FAN JUNCTION BOX CEILING MOUNTED LIGHT FIXTURE AvP CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE ATTIC P.C. LGT. ATTIC PULL CHAIN RECESSED LIGHT FIXTURE VP RECESSED -VAPOR PROOF LIGHT FIXTURE 10 WALL MOUNTED LIGHT FIXTURE �_o COACH COACH LIGHT (PRE -WIRE AS NOTED) FLOOD LIGHT O 1x4 1'x4' FLUORESCENT LIGHTING O 20 2'x4' FLUORESCENT LIGHTING FLUORESCENT STRIP C D: _=1 UNDER CABINET FLUORESCENT STRIP WALL MOUNTED INCANDESENT STRIP E.F. EXHAUST FAN Jul LITE EXHAUST FAN WITH LIGHT S D SMOKE & CARBON MONOXIDE DETECTOR OS SPEAKER PRE -WIRE ELECTRICAL PANEL C-1 A/C DISCONNECT ELECTRICAL METER TELEVISION OUTLET TELEPHONE JACK NETWORK JACK 2nd STY. ELECTRICAL PLAN 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, AS REQ'D. LATEST REVISION DATE TO MASTER: 05-02-11 w w 75 a: w o00 _w U W U)Lu O M O -0-0 "w U ado Z w a;;= - _CD =cj� Q= a W H o U�Ncc% C J Z M o O� J L Q LL. Q wci� � Opp � woo 0 O r � LjLz r— �z LL. i O 0 t0 O -0-0 "w U ado w a;;= - _CD =cj� Q= a W H o U�Ncc% C J Z M o O� J L Q LL. wci� � Q � 0 O r � 1 � O r— T LL. i O t0 LL] b W F- O t/) J CO DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! 7 of 14 M/I ORLANDO I I 0 i 0 0 0 0 0 0 i -- - - ....I 1 V co FIN. 00 4" o O O -� 2-#5 BARS CONT. ON CHAIRS TYP.1-STY. SLAB EDGE BRG. WALL OOF O O O 1'-8" 3-#5 BARS CONNT. ON CHAIRS 5 INT. FRAME BRG. WALL FTG. 4" o - 4" O O O O 3-#5 BARS 1'-10" CONT. ON 1'-10" CHAIRS 2 TYP.2-STY. SLAB EDGE VERIFYAN DOOR M UF. SLOB _ 11 0 • . DRIVE (3)-g� S CONT. WAY ON CHAIRS 16" 6 SLAB EDGE FTG, AT GARAGE DOOR OPNG. CURB WIDTH AS STATED ON PLANS VARIES _ 1 .11 VARIES LANAI SLAB OR ENTRY - 2103-15 BARS PAVERS O CONT. ON 3-#5 BARS 1'-10" CHAIRS CONT. ON �". CHAIRS RAISED CURB FTG. 3 ATARA E EXT. G G o IAIA i i c SLOPE 0 O 8" 1 #5 CONT. 7 PATIO/ENTRY Cl AD CrV"_`C r7 1/2" CURB VARIES . I . VARIES VARIES Z #5 BAR z 4" a 3 3-i�fAT 24" O.C. 4" a d- 3-15 BARS ON 4-#5 BARS CONT. 2'-0" CONT. ON CHAIRS 2'-0" CHAIRS 3A RAISED CURB FTG. r3INT. BLK" WALL FTG. AT SLAB BTWN. GARAGE STEP DN. BTWN. GARAGE & INT. WALLS ADJ. UNIT INTERIOR WALLS VARIE4;0 '-0" 1 #5 CONT. s INT. NON-BRG. SLAB STEP DN. FTG. #5 BAR 4" a AT 24" O.C. 4-#5 BARS CONT. ON CHAIRS s TYPICAL FTG, @ INT. SEPARATION WALLS BRG. WALL VARIES 4" 3-#5 BARS o O O CONT. ON 1'-8" CHAIRS 4 INT. BRG. WALL FTG. AT SLAB STEP DN. TYPICAL EDGE Z O O PIPING PIPE (6" DIA. MAX.) SLEEVE (DIA. LARGER THAN PIPE) TYP. PIPE THRU FTG. DETAIL AS REQ'D. SLAB PLAN 1/4" = 1'-0" 8" CMU STEM ` MONO WALL #5 BAR DOWEL MONO STEM FIN. FILLED EA. REINF. EXTEND STEM WALL FTG. FILLED CELL DEPTH OF REBAR 2'-1" INTO MONOLITHIC GRADE PAVERS ON MONOLITHIC SLAB SLAB EDGE SOIL CEMENT/ EDGE TO MATCH SAND BASE _ BOT. OF STEM WALL TO p OF FTG FTG. N FIN. -1'-1 1/2" A.F.F. Z Y GRADE 45' STEM WALL 2'-6" o CONT 2'-0" CONT CONC. FTG. KEBABS N �o FTG. BRICK PAVER DETAIL sw� STEM WALL DETAIL xx STEM WALL FTG. TO MONO AT ENTRY SLAB EDGE TRANSITION 0 i FOUNDATION NOTES: 1. 0 INDICATES FILLED CELL W/ 3,000 PSI GROUT W/ 1-#5 REBAR UNLESS NOTED OTHERWISE. 2. DO NOT SCALE PRINTS! CONSTRUCT FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION. 3. REFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING WALL, AND CONCUIT UNDER SLAB LOCATIONS. 4. AC PADS TO BE 12 MIN. CLEARANCE FROM SLAB EDGE. 5. T.O.F. = TOP OF FOOTING i LATEST REVISION DATE TO MASTER: 05-02-11 w oc o0 w Lu _U) _U) LLJ0 �0- O � to 00 Z' � .0Lu WZ; c;Lu L0 (a 0f� m Q= aw=o Z O Q Cl) N LL �". Lu o a Q o < O U� 1 � � L0 0 w ti r Q OO �z #� C E0 �z cc) a) w O H b W O c/) J DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES FOR CLARIFICATION! cl 8 of 14 M/I ORLANDO � to 00 Z' � .0Lu WZ; c;Lu L0 (a 0f� m Q= aw=o S2C) M O Q Cl) N LL �". Lu o a Q o O 1 � � L0 0 ti r Q #� C E0 cc) a) w b W O c/) J DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO Mil HOMES FOR CLARIFICATION! cl 8 of 14 M/I ORLANDO :j" ml IPT m CE m c c 0 0 0 c c 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-J5 BAR IN "U" LINTELS IS ACCEPTABLE BUT NOT REQUIRED FOR LINTEL SECTIONS 12 AND #2R. LINTEL SECTIONS: 8"H. PRECAST "U' LINTEL ON TOP COURSE FILL W/ CONC. 1-J5 (MIN. 6-1/2" BRG. ON ENDS) 8'H. RECESSED PRECAST- - J "U" LINTEL -UNFILLED W/ 1-#5y O (MIN. 6-1/2' BRG. ON ENDS) 1 R TH. KNOCKOUT CMU TOP COURSE FILL W/ CONC. & 1-;J5 FELT PAPER OR SCREEN co o o UNFILLED CMU COURSE(S) `" 8'H. PRECAST 'U' LINTEL- N UNFILLED I U'A (MIN. 4' BRG.ON ENDS) 8'H. RECESSED PRECAST "U" LINTEL -UNFILLED O(MIN. 4" BRG. ON ENDS) 2R • : 8'H. KNOCKOUT CMU TOP *; COURSE FILL W/ CONC. & 1-15 - `n TH. PRECAST OR PRESTRESSED "U" LINTEL -FILL W/ CONC. & 1-J5 (MIN. 6-1/2' BRG. ON ENDS) 8'H. RECESSED PRECAST "U" LINTEL -FILL W/ CONC. & 1-1 5 O (MIN. 6-1/2" BRG. ON ENDS) 3R 8'H. KNOCKOUT CMU TOP �. COURSE ALL W/ CONC. & i-5 a> CMU COURSE(S) ALL o W/ CONC. o oco TH. PRECAST OR PRESTRESSED 'U" LINTEL -FILL W/ CONC. & 1-#5 (MIN. 6-1/2" BRG. ON ENDS) 8'H. RECESSED PRECAST 'U" LINTEL -FILL W/ CONIC. & 1-#5 4O (MIN. 6-1/2" BRG. ON ENDS) 4R 8"H. KNOCKOUT CMU TOP COURSE FILL W/ /CONC. & 1-#5 o LL CACI STIRRUPS80' HOOK 16' O.C. 8'H. PRECAST OR PRESTRESSED 'U" LINTEL -FILL W/ CONIC. & 1-J5 O(MIN. 6-1/2' BRG. ON ENDS) 5 4'H. CMU FILL W/ CONC. 8'H. PRECAST "U' LINTEL ON TOP COURSE ALL `-' W/ CONIC. 1-15 (MIN. 6-1/2' BRG. ON ENDS) O 1st STY. MASONRY PLAN M LATEST REVISION DATE TO MASTER: 05-02-11 o0 _w > w W W U) 2LLI 0 O 2 ZZ 72 Le Q 0 O co U Go Z ' W �NW� 0 O co a W 2 0 J Z NM cm, J LL N LL W m D � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 10 of 14 M/I ORLANDO r O 1 � � LO O Q > I O ca w LTJ O W J iii DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! 10 of 14 M/I ORLANDO -m. I a 0 a c 0 m c d n V1 M1 1 V V11111 1 /-1 LINTEL NOTES: 1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS. 2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI 0 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. RLL W/ 1-J5 BAR IN "U" LINTELS IS ACCEPTABLE BUT NOT REQUIRED FOR LINTEL SECTIONS #2 AND 12R. LINTEL SECTIONS: 8"H. PRECAST "U° LINTEL ON TOP COURSE FILL (MIN. 66J-1/2' C. BRG. ON ENDS) 8"H. RECESSED PRECAST--' O1 "U' LINTEL -UNFILLED W/ 1-#�5� (MIN. 6-1/2" BRG. ON ENDS) 1R 8°H. KNOCKOUT CMU TOP COURSE FILL W/ CONC. & 1-J5 FELT PAPER OR SCREEN 0 cD o CD UNFILLED CMU COURSE(S) N 8"H. PRECAST "U" LINTEL - UNFILLED I u (MIN. 4" BRG.ON ENDS) 8"H. RECESSED PRECAST "U" LINTEL -UNFILLED 2 (MIN. 4° BRG. ON ENDS) 2R s 8'H. KNOCKOUT CMU TOP:' COURSE ALL W/ CONC. & 1-15 - a CMU COURSE(S) FILL o W/ CONC. o o 8'H. PRECAST OR PRESTRESSED LINTEL -FILL W/ CONC. & 1-15 F (MIN. 6-1/2° BRG. ON ENDS)�' 8°H. RECESSED PRECAST L — — _ — J °U" LINTEL -FILL W/ CONC. & 1-15 4O (MIN. 6-1/2' BRG. ON ENDS) 4R 8"H. KNOCKOUT CMU TOP COURSE FILL W/ /CONC. & i -J5 o SACS 1180' HOOK ® 16" O.C. 8"H. PRECAST OR PRESTRESSED "U' LINTEL -FILL W/ CONC. & 1-15 O(MIN. 6-1/2' BRG. ON ENDS) 4"H. CMU FILL W/ CONC 87H. PRECAST "U' LINTEL ON TOP COURSE FILL W/ CONC. 1-15 s: (MIN. 6-1/2" BRG. ON ENDS) 2nd STY. MASONRY PLAN Raid LATEST REVISION DATE TO MASTER: 05-02-11 ii, m 9 co V 0010 �Cw"' Q W = ~o CaED--i �ZNii C:) J LL W N LL 0 m [L Q > 1W...] 8'H. KNOCKOUT CMU TOP: ; Amaw - COURSE FILL W/ CONC. & 1-15 - `D 8'H. PRECAST OR PRESTRESSED 'U" LINTEL -FILL W/ CONC. & 1-15 (MIN. 6-1/2° BRG, ON ENDS) 8'H. RECESSED PRECAST L - - - O(MIN. U. LINTEL -FILL W/ CONC. & 1-15 6-1/2' BRG. ON ENDS) 3R s 8'H. KNOCKOUT CMU TOP:' COURSE ALL W/ CONC. & 1-15 - a CMU COURSE(S) FILL o W/ CONC. o o 8'H. PRECAST OR PRESTRESSED LINTEL -FILL W/ CONC. & 1-15 F (MIN. 6-1/2° BRG. ON ENDS)�' 8°H. RECESSED PRECAST L — — _ — J °U" LINTEL -FILL W/ CONC. & 1-15 4O (MIN. 6-1/2' BRG. ON ENDS) 4R 8"H. KNOCKOUT CMU TOP COURSE FILL W/ /CONC. & i -J5 o SACS 1180' HOOK ® 16" O.C. 8"H. PRECAST OR PRESTRESSED "U' LINTEL -FILL W/ CONC. & 1-15 O(MIN. 6-1/2' BRG. ON ENDS) 4"H. CMU FILL W/ CONC 87H. PRECAST "U' LINTEL ON TOP COURSE FILL W/ CONC. 1-15 s: (MIN. 6-1/2" BRG. ON ENDS) 2nd STY. MASONRY PLAN Raid LATEST REVISION DATE TO MASTER: 05-02-11 ii, m 9 co V 0010 �Cw"' Q W = ~o CaED--i �ZNii C:) J LL W N LL 0 m [L Q > O Amaw b w 4 W J C/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/I HOMES FOR CLARIFICATION! V 11 of 14 M/I ORLANDO PRE-ENGINEERED ROOF TRUSS OR CONY. FRAMED RAFTER SIMPSON "HETA20" STRAP AT EA. TRUSS - NAILS PER SCHEDULE "HETA20" STRAP NAILING SCHEDULE UPLIFT I # OF NAILS VALUE REQUIRED 1810 (9)10d x 1-1 2" 1�(4)10d I` I \- CMU WALL TYPICAL TRUSS TO 1 BLOCK WALL CONNECTION 12 ' UNLESS OTHERWISE NOTED ON THE PLAN ' UPLIFT LOAD REQUIREMENTS OBTAINED FROM SEALED ENGINEERING DRAWINGS FROM TRUSS M,ANUF. 2 or 3 PLY 16" DP. FLAT GIRDER TRUSS 2 PLY -SIMPSON LGUM28-2 HANGER W/ (6) SDS- 1/4"x2 1/2" SCREWS TO TRUSS,/ (2435# MAX UPLIFT) 1 3 PLY-SIMPSON LCUM28-3 H.ANCER W/ (6) SDS- 1/4'x2 1/2" SCREWS TO TRUSS ,351( 15 #MAX UPLIFT) FLAT GIR -CONC. BLOCK WALL CONNECT HANGER TO CMU WALL W/ (6)" 1/4"x2-1/2" SIMPSON "TITEN HD DER TRUSS 7 \` TO CMU WALL HANGER CONNECTION FLOOR TRUSSES AT 24" O.C. MAX. 2x4 CONT. RIM BOARD AT TOP & BOT. CHORD CONNECT TO EA. FLR. TRUSS W/ (4)164 NAILS - SETBACK FACE OF RIM BOARD 1�2" FROM CMU WALL FACE OF LOCK 2" MIN. DIMENSION SIMPSON "HETA20" ANCHOR TO STRAP FROM AT EA. FLOOR TRUSS - FACE OFILL ALL NAIL HOLES F BLK. WALL TYPICAL FLR. TRUSS / BEAM 2 PERPENDICULAR TO CMU WALL 12 UPLIFT STRAP CONNECTION r UNLESS OTHERWISE NOTED ON THE PLAN 2 or 3 PLY 16" DP. FLAT GIRDER TRUSS CONC. BLOCK WALL CONNECT HANGER TO CMU WALL W/` HD" 1/4"x2-1/2" SIMPSON "P,TEN 2x4 X -BRACING AT 2x4 BOX FRAME AT 48" Q.C. MAX. W/ OSB 48" O.C. MAX. IN 2 PLY-SIMPSON' LGUM28-2 SHEATHING EA. 8d NAILS AT 6" SIDE (CONNECT TO 2x4 W/ O.C.) AT FIRST (2) TRUSS HANGER W/ (6) SIPS- 1/4"x2 U coo Z TOENAILS, 1/2" SCREWS TO TRUSS + /-16" DP. GABLE END FLR. TRUSS OR (2435# MAX UPLIFT) f 16" DP. LAM. BEAM PER PLAN 3 PLY-SIMPSON LGUM28-3 Q HANGER W/ (6) SDS- 1/4"x2 1/2" SCREWS TO TRUSSJ iFACE (3575 # MAX UPLIFT) wO0 FLAT GIRDER TRUSS 7 \' TO CMU WALL 12 ` BOARD 1/2" FROM FACE OF BLK. WALL HANGER CONNECTION CONC. BLOCK WALL CONNECT HANGER TO CMU WALL W/` HD" 1/4"x2-1/2" SIMPSON "P,TEN 2x4 X -BRACING AT 2x4 BOX FRAME AT 48" Q.C. MAX. W/ OSB 48" O.C. MAX. IN FIRST �2� TRUSS BAYS - OR TRCONNED SHEATHING EA. 8d NAILS AT 6" SIDE (CONNECT TO 2x4 W/ O.C.) AT FIRST (2) TRUSS EA. END BAYS -CONNECT EA. CORNER W/ (2)lOd W/ (2)104 TOENAILS U coo Z TOENAILS, PARRALLEL TO WALL /-16" DP. GABLE END FLR. TRUSS OR SETBACK FACE OF 16" DP. LAM. BEAM PER PLAN TRUSS OR BEAM 1 /2" FROM Q FACE OF BL6CK iFACE SETBACK FACE OF RIM wO0 SIMPSON "HETA20' ANCHOR 4" DIMENSION TO AT 24" O.C. MAX. - PROVIDE STRAP FROM FACE ` BOARD 1/2" FROM FACE OF BLK. WALL FILL ALL NAIL HOLES LLZ OF BLOCK Z o r� O O CK, WALL PROVIDE SIMPSON "HETA20" ANCHOR AT ALTERNATE TO STRAP 4" O.C. MAX. - PROVIDE SOLID 2x4 BLK. BOT BRACING BTWN. WALL CHORDS FOR NAILING FILL ILL AUSS ll NAIL' FLR. TRUSSES HOLES D�2PERIMETER WALL DETAIL (49TYPICAL FLR. TRUSS 1 BEAM TRUSSESPARRALLELTOWALL PARALLEL TO CMV WALL UPLIFT STRAP CONNECTION CMU SEPARATION WALL BTWN. UNITS CONNECTOR VARIES -SEE PLAN FOR INFORMATION UNLESS OTHERWISE NOTED ON THE PLAN SIMPSON "LSTA12" OR QUICK -TIE "LS12" FLAT STRAP CONNECTING EA. 2ND STY. STUD TO TOP PLATE rC1.ITCD CTDAD ALI Dnr — — . .— BEAM. CENTER STRAP ON BOT. OF TRUSS OR BEAM V EPDXY FILLED HOLE W/ 5" MIN, EMBED FILL ALL NAIL HOLES � 8 \ 2ND STY FRAME WALL TO GIRDER 12 OR BEAM STRAP CONNECTION 5 F 12 16" DP. FLOOR, TRUSSES W/ MID SPAN BRG.-FILL ALL NAIL HOLES CONC. SIMPSON "HETA20" BLK. A T EA. FLR. TRUSS - WALL FILL ALL NAIL HOLES LR. TRUSS TO CMU WALL STRAP CONNECTION MID SPAN BEARING CONDITION 3 PLY 16' DP. FLAT GIRDER TRUSS SfMPSON "LGT3-SDS2.5" W/ (21)164 SINKERS TO COLUMN & i (121) SDS 1/4"x2 1/2" SCREWS TO GIRDER 3.5"6' LVL COLUMN SIMPSON "HTTIfi" HOLDDOWN ` W 5/8" THREADED ROD TO LABB-SET IN EPDXY FILED HOLE W/ 5" MIN. EMBED FILL ALL NAIL HOLES s� GIRDER TRUSS TO 12 COLUMN TO SLAB CONNECTION LVL BEAM OR GIRDER TRUSS�� PER PLAN CONC. BLOCK WALL SIMPSON "HTT16" HOLDDOWN t5/8" THREADED ROD TO WALL -SET IN EPDXY FILLED HOLE W/ 5" MIN. EMBED FILL ALL NAIL HOLES BEAM I GIRDER TRUSS 6 TO CMU WALL 12 STRAP CONNECTION 16" DP, FLAT GIRDER TRUSS OR 16" DP. FLOOR TRIJSS PROVIDE WD. SHIMS AS RE0. TO FILL GAP BTWN. HANGER AND TRUSS SIMPSON "HU46" HANGER W/ (6) 10d NAILS TO TRUSS -CON". BLOCK WALL CONNECT HANGER TO CMU WALL W/ (12) 1/4"x2 3/4" SIMPSON TI TEN SCREWS 10 TRUSS TO CMU WALL 12 � HANGER CONNECTION 13' DP. FLAT GIRDER TRUSS OR 16" DP. FLOOR TRUSS 1 PROVIDE WD. SHIMS S A REQ'D. TO FILL GAP BTWN. ]_,� HANGER AND TRUSS SIMPSON HU26 OR HU26-2 HANGER W/ (6) IOd NAILS TO TRUSS 1st STY. FRMMING11 A PLAN I / 4 " 7 -1 77-o -- -CONC. BLOCK WALL CONNECT HANGER TO CMU WALL W/ �12) 114"x2 3/4" SIMPSON RTEN SCREWS TRUSS TO CMU WALL 12 HANGER CONNECTION FRAMING PLAN NOTES: I. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 2. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 3. INDICATES /2 SYP OR BETTER 2x4 BLKG. AT 48" O.C. BTWN. TRUSS BOT. CHORDS ® W/ (2)-16d COMMONS TOE -NAILED EA. SIDE. (TYP. AT 1ST (4) TRUSS BAYS AT ALL GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN) 4. ALL OVERHANGS TO BE 12" UNLESS OTHERWISE NOTED ON FRAMING PLAN OR ELEVATIONS. 5. PROVIDE MIN. (2)-10d TOE -NAILED COMMONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP PLATE AT ALL FRAME BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) 6. ALL INTERIOR FRAME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.) 7. FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13' DP. GIRDER TRUSS OR BEAM. 8. IST STY. OR 2ND STY. PLUMBING WALL, TOILET, OR FLOOR FITTING. 9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENING AT CENTER OF SPAN I0.PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD. 11. PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING. 12.ALL GIRDERS SHOWN SINGLE PLY. FOR CLARITY - SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF PLIES. DESIGN LOADS: ROOF LOADS: LIVE - 20 PSF. DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.) BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF. WIND SPEED - 120 MPH./3 SEC. GUST EXPOSURE CATEGORY - "C" - ENCLOSED BUILDING TYPE. FLOOR LOADS: LIVE - 40 PSF. DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.) LATEST REVISION DATE TO MASTER: 05-02-11 oc _w U � U) LLI0 _ ZZ GABLE END FLR, TRUSS OR LAM. BEAM PER PLAN U coo Z PARRALLEL TO WALL W Lu tp W LLi SETBACK FACE OF TRUSS OR BEAM 1 /2" FROM Q FACE OF BL6CK CML' WALL .J Z o ch J wO0 SIMPSON "HETA20' ANCHOR 4" DIMENSION TO AT 24" O.C. MAX. - PROVIDE STRAP FROM FACE SOLID 2x4 VERT. BLKG. BTWN. TRUSS TOP & BOT. CHORDS FOR NAILING OF BLK. WALL FILL ALL NAIL HOLES LLZ D�2PERIMETER WALL DETAIL (49TYPICAL FLR. TRUSS 1 BEAM TRUSSESPARRALLELTOWALL PARALLEL TO CMV WALL UPLIFT STRAP CONNECTION CMU SEPARATION WALL BTWN. UNITS CONNECTOR VARIES -SEE PLAN FOR INFORMATION UNLESS OTHERWISE NOTED ON THE PLAN SIMPSON "LSTA12" OR QUICK -TIE "LS12" FLAT STRAP CONNECTING EA. 2ND STY. STUD TO TOP PLATE rC1.ITCD CTDAD ALI Dnr — — . .— BEAM. CENTER STRAP ON BOT. OF TRUSS OR BEAM V EPDXY FILLED HOLE W/ 5" MIN, EMBED FILL ALL NAIL HOLES � 8 \ 2ND STY FRAME WALL TO GIRDER 12 OR BEAM STRAP CONNECTION 5 F 12 16" DP. FLOOR, TRUSSES W/ MID SPAN BRG.-FILL ALL NAIL HOLES CONC. SIMPSON "HETA20" BLK. A T EA. FLR. TRUSS - WALL FILL ALL NAIL HOLES LR. TRUSS TO CMU WALL STRAP CONNECTION MID SPAN BEARING CONDITION 3 PLY 16' DP. FLAT GIRDER TRUSS SfMPSON "LGT3-SDS2.5" W/ (21)164 SINKERS TO COLUMN & i (121) SDS 1/4"x2 1/2" SCREWS TO GIRDER 3.5"6' LVL COLUMN SIMPSON "HTTIfi" HOLDDOWN ` W 5/8" THREADED ROD TO LABB-SET IN EPDXY FILED HOLE W/ 5" MIN. EMBED FILL ALL NAIL HOLES s� GIRDER TRUSS TO 12 COLUMN TO SLAB CONNECTION LVL BEAM OR GIRDER TRUSS�� PER PLAN CONC. BLOCK WALL SIMPSON "HTT16" HOLDDOWN t5/8" THREADED ROD TO WALL -SET IN EPDXY FILLED HOLE W/ 5" MIN. EMBED FILL ALL NAIL HOLES BEAM I GIRDER TRUSS 6 TO CMU WALL 12 STRAP CONNECTION 16" DP, FLAT GIRDER TRUSS OR 16" DP. FLOOR TRIJSS PROVIDE WD. SHIMS AS RE0. TO FILL GAP BTWN. HANGER AND TRUSS SIMPSON "HU46" HANGER W/ (6) 10d NAILS TO TRUSS -CON". BLOCK WALL CONNECT HANGER TO CMU WALL W/ (12) 1/4"x2 3/4" SIMPSON TI TEN SCREWS 10 TRUSS TO CMU WALL 12 � HANGER CONNECTION 13' DP. FLAT GIRDER TRUSS OR 16" DP. FLOOR TRUSS 1 PROVIDE WD. SHIMS S A REQ'D. TO FILL GAP BTWN. ]_,� HANGER AND TRUSS SIMPSON HU26 OR HU26-2 HANGER W/ (6) IOd NAILS TO TRUSS 1st STY. FRMMING11 A PLAN I / 4 " 7 -1 77-o -- -CONC. BLOCK WALL CONNECT HANGER TO CMU WALL W/ �12) 114"x2 3/4" SIMPSON RTEN SCREWS TRUSS TO CMU WALL 12 HANGER CONNECTION FRAMING PLAN NOTES: I. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 2. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 3. INDICATES /2 SYP OR BETTER 2x4 BLKG. AT 48" O.C. BTWN. TRUSS BOT. CHORDS ® W/ (2)-16d COMMONS TOE -NAILED EA. SIDE. (TYP. AT 1ST (4) TRUSS BAYS AT ALL GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN) 4. ALL OVERHANGS TO BE 12" UNLESS OTHERWISE NOTED ON FRAMING PLAN OR ELEVATIONS. 5. PROVIDE MIN. (2)-10d TOE -NAILED COMMONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP PLATE AT ALL FRAME BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) 6. ALL INTERIOR FRAME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.) 7. FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13' DP. GIRDER TRUSS OR BEAM. 8. IST STY. OR 2ND STY. PLUMBING WALL, TOILET, OR FLOOR FITTING. 9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENING AT CENTER OF SPAN I0.PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD. 11. PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING. 12.ALL GIRDERS SHOWN SINGLE PLY. FOR CLARITY - SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF PLIES. DESIGN LOADS: ROOF LOADS: LIVE - 20 PSF. DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.) BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF. WIND SPEED - 120 MPH./3 SEC. GUST EXPOSURE CATEGORY - "C" - ENCLOSED BUILDING TYPE. FLOOR LOADS: LIVE - 40 PSF. DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.) LATEST REVISION DATE TO MASTER: 05-02-11 oc _w U � U) LLI0 _ ZZ w 0 cn DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! Cl 12 of 14 M/I ORLANDO oCID Z U coo Z -L L W Lu tp W LLi UU 2 Q � Op .J Z o ch J wO0 w w Lu a Q LLZ Z o r� O O QNN w 0 cn DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! Cl 12 of 14 M/I ORLANDO oCID U coo Z -L L W Lu tp W LLi UU 2 QLux O .J Z o ch J Q0 r— ILL (!)NLL- Lu a Q � o r� O r 1 L7 O QNN O W w 0 cn DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO W HOMES FOR CLARIFICATION! Cl 12 of 14 M/I ORLANDO u j _A�. - INDICATES AREA WITH 7116" FIRE RETARDANT TREATED INDICATES AREA WITH 7116" FIRE RETARDANT TREATED WOOD ROOF SHEATHING- WOOD ROOF SHEATHING- DOUBLE K.O. BLOCKS SIMPSON "H -1G" TlE AT EA. TRUSS - W/ (1}5 0 EA. COURSE FILL ALL HOLES WITH 8d x 1 1/2" NAILS (8) 3/8" x 4° TITEN HD (2)) 'MTS12" SSTRAPAP SOFORUPLIFTS UPLIFTSPTO B WN$S 606AND 1720 LBS. (8) 1/4" x 2 1/2"SDS SCREWS 0 GIRDER SIMPSON ; GUM410 HANGER #7 GIRDER TRUSS 13 CONNECTION DETAIL CONT. DBL. 2x TOP PLATE TYPICAL TRUSS ADD'L. STRAP TO BE INSTALLED ON OPPOSITE SIDE OF TRUSS \-PRE-ENGINEERED ROOF TRUSS OR CONY. FRAMED RAFTER FRAME BEARING WALL, BEAM, OR GIRDER TRUSS S TO FRAME WAL BEAM, OR FLAT GIRDER TRUSS UPLIFT STRAP CONNECTION * UNLESS OTHERWISE NOTED ON THE PLAN # SEE TYPICAL WALL SECTION FOR PLATE TO STUD CONNECTION ' UPLIFT LOAD REQUIREMENTS OBTAINED FROM SEALED ENGINEERING DRAWINGS FROM TRUSS M,ANUF. Roof Girder Connector Schedule O c„ CO Z Max. Max. cc LU Plan = Connector Uplift Gravi JZNCM 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 (14) 16d SINKERS AT WALL ~(16) 0 16d SINKERS AT GIRDER 3 SIMPSON MGT 1 3330 (1) 5/8" DIAM. BOLT & (22)-10d HDU4 1 3600 (10) - 1/4"x2 1/2" SDS SCREWS 6L- TITEN 1/4" x 2 3/4" TO CMU 4 SIMPSON HU28 1 575 2450 4 1 Od x 1 1/2" TO TRUSS 5 SIMPSON HU28-2 1 1085 4350 121- TITEN 1/4" x 2 3/4" TO CMU 6 10d TO TRUSS ID - TITEN 1/4" x 2 3/4" TO CMU 6 SIMPSON HU410 1 1810 5085 _L1 10 10d TO TRUSS 8L TITEN HD 3/8" x 4" TO CMU 7 SIMPSON LGUM410 1 3575 9620 8 1/4" x 2 112" SDS SCREWS 8 SIMPSON HTT16 1 3480 1) 5/8" DLAM. BOLT TO CMU �1�16dTOSTUD OR -----— -- ---- __ 8Z TITEN 1/4"x 2 3/4" TO CMU MSTCM40 1 3300 22 16d SINKERS TO STUD 2nd STY. FRAMING PLAN FRAMING PLAN NOTES: 1. PERMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED SHALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 2. ALL TRUSS TO TRUSS CONNECTORS SHALL BE THE RESPONSIBILITY OF TRUSS MANUFACTURER. 3. ® INDICATES #2 OR BETTER 20 BLK'G. AT 48" O.C. BTWN. TRUSS BOT. CHORDS W/ (2)-16d COMMONS TOE—NAILED EA. SIDE. (TYP. AT 1ST (4) TRUSS BAYS AT ALL GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN) 4. ALL OVERHANGS SHALL BE 12' UNLESS NOTED OTHERWISE ON FRAMING PLAN OR ELEVATIONS. 5. PROVIDE MIN. (2)-10d TOE—NAILED COMMONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP PLATE AT ALL FRAME BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY) 6. BEARING WALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.) 7. FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAM. 8. IST STY. OR 2ND STY. PLUMBING WALL OR TOILET FLOOR FITTING. 9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES — MAXIMIZE OPENING AT CENTER OF SPAN 10. PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD. 11. PROVIDE 20 LEDGER AS REQ'D. FOR FLOOR DECK NAILING. 12. SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES 0 GIRDERS 13. PROVIDE MIN. 2 STUDS ® GIRDER TRUSS LOCATIONS. DESIGN LOADS: ROOF LOADS: LIVE - 20 PSF. DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.) BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF. WIND SPEED - 120 MPH./3 SEC. GUST EXPOSURE CATEGORY - "C" - ENCLOSED BUILDING TYPE. FLOOR LOADS: LIVE - 40 PSF. DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.) LATEST REVISION DATE TO MASTER: 05-02-11 M O c„ CO Z EU W W� cc LU �2U)'L = Q W = ~o Q JZNCM Um -���_j N LL_ LL }, W o CI 0 W o O �z �z 0 M O c„ CO EU W W� cc LU �2U)'L = Q W = ~o �+U JZNCM OQ -���_j N LL_ LL }, W o CI C Q a � b LU jL_:=)0 C/) J C/) DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! 13 of 14 M/I ORLANDO Daign H a. B� U at g --2 HR, NOnbOarillig ftlA bung -2 HR mm" G i ft war rqw ~AM* *.ago" .rrar ....o -.. ._...• WNW "mmmm 0*WO. _D. �' �•" ;x,111"1. • +_ WNW t SWI • 14MU-8kKU in AA mIU", [> # tbGr` Pim rid cewTit ( �ne) wt ma tmx so fe # J� red. I b ftsfficetim of is It lioillisb Wadmid to tmcmt* moz 4.� m OW-1takoft spku 'fw wiffi (now *y k I � to , cbwkawm 5r+'�� hr _T harm= Har. FORM & POUR RAKED TIE BEAM (1)15 BAR CONT.W/ a ` 2' CLEARANCE TTP. d ``•� v d a STEP BLOCK WALL AS REQUIRED TO ° MAINTAIN MIN. 8" DEPTH FOR RAKE TIE BEAM I. I I `fid. 30' LONG #5 BAR - 2' CLEARANCE FROM BOT. OF 10 1/2OVERHANG I. I " BEND BAR ENDS d TO TIE TOGETHER I d I I I I v I I I I 1 SAWCUT OUT BLOCK I I I I END CELL FACE TO INCREASE POUR DEPTH AT CENTER OF WALL I------------------ AT OVERHANGS I I I I 8x8x16 CONC. KNOCKOUT BLK. COURSE BOND BEAM ALL SOLID W/ CONC. & (1)#5 BAR CONT. 8x8x16 BLOCK WALL PER PLAN VERTICAL REINFORCED BLOCK CELL - FILL SOLID W/ CONC. & (1)#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM RAKE TIE BEAM DETAIL 14 3/4„=V-0» SIDE TO SIDE 5:12 SLOPE TO TOP OF 12 , RAKE TIE BEAM 5 a 11'-1 15/32' 2'-4 1/8' 4, 12 INDICATES FORMED AND POURED 4 SEE PLANS FOR LOCATION OF ° 5 RAKE TIE -BEAM MIN. 8” DP. °- VERTICAL REINFORCED BLOCK CELLS - . �-_4 0_ W/ 1#5 BAR CONT. SPRING POINT 12 4 ALL SOLID W/ CONC. & 115 BAR CONT. FOR 5:12 SLOPE 5 (— FROM FTG. TO TOP OF RAKE TIE BEAM RAKE TIE BEAM 2._0. 4 . G _ 1T�I/I/1/I�I�11�1T�Ill��1�I�1�1T11�I/l�%1�1�.1�Ii�1T 1�111T�1��I/1/I�1�11111T�Ill�� FORMED & POUREDINDICATES SINGLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE OVERHANG BOND BEAM -FILL SOLID W/ CONC. & 1#5 BAR CONT. °o cbo o °D SEE PLANS FOR LOCATION OF °� co VERTICAL REINFORCED BLOCK CELLS - Cnclj FILL SOLID W/ CONC. & 115 BAR CONT. SPRING POINT FOR FROM FTG. TO TOP OF RAKE TIE BEAM 12 0 5:12 SLOPE 5 RAKE TIE BEAM INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE INDICATES DOUBLE 8x8x16 CONIC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 215 BARS CONT. BOND BEAM - ALL SOLID W/ CONC. & 215 BARS CONT.FORMED & POURED SINGLE 8x8x16 CONIC. OVERHANG KNOCKOUT BLOB( COURSE co BOND BEAM - FILL SOLID o 1 W/ CONC. & 1#5 BAR CONT. o SEE PLANS FOR LOCATION OF o M VERTICAL REINFORCED BLOCK CELLS - o, co ALL SOLID W/ CONIC. & 115 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM TOP OF SLAB +0'-0' REF. ELEV. TOP OF SLAB +0'-0' REF. ELEV. 1 SEPARATION WALL ELEVATION BTWN. UNITS "B" & "A" FROM LEFT SIDE 14 1/4"=V-0" INDICATES FORMED AND POURED e INDICATES FORMED AND POURED RAKE TIE -BEAM MIN. 8" DP. RAKE TIE -BEAM MIN. 8" DP. W/ 1#5 BAR CONT. 4 W/ 115 BAR CONT. • SEE PLANS FOR LOCATION OF . SPRING POINT 12 4 - VERTICAL REINFORCED BLOCK CELLS - ° 4 FILL SOLID W/ CONC. & 1#5 BAR CONT. 12 SPRING POINT FOR 5:12 SLOPE 5 (— FROM FTG. TO TOP Of RAKE TIE BEAM 5 FOR 5:12 SLOPE RAKE TIE BEAM 2'_0. RAKE 11E BEAM 11 1 . . 2'-0' 4. 4 FORMED & POUREDFORMED & POURED INDICATES SINGLE 8x8xi6 CONC. KNOCKOUT BLOCK COURSE OVERHANG BOND BEAM -FILL SOLID W/ CONIC. & 1#5 BAR CONT. OVERHANG co o co to INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT, TOP OF SLAB +0'-0" (REF. ELEV. INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 215 BARS CONT. TOP Of SLAB +0'-0" (REF. ELEV. (__2� SEPARATION WALL ELEVATION BTWN. UNITS "B" & "B" AND "C" & "B" FROM LEFT SIDE INDICATES FORMED AND POURED SIDE TO SIDE RAKE TIE -BEAM MIN. 8" DP, INDICATES FORMED AND POURED 5:12 SLOPE TO TOP OF W/ 115 BAR CONT. RAKE TIE -BEAM MIN. 8" DP. RAKE TIE BEAM W/ 1#5 BAR CONT. v4 7'-5 13/16" 9'-11 1/4' e 4 , , 4 ------------__--,_-_-_ Ya A a--- SEE PLANS FOR LOCATION OF SPRING POINT 12 • , VERTICAL REINFORCED BLOCK CELLS - SPRING POINT FOR 5:12 SLOPE 5F__1 FILL SOLID W/ CONC. & 1#5 BAR CONT. FOR 5:12 SLOPE RAKE TIE BEAM 2'-p" FROM FTG. TO TOP OF RAKE TIE BEAM 2, p" RAKE TIE BEAM FORMED & POURED OVERHANG 0 cc INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. TOP OF SLAB +0'-0' (REF. ELEV. 0 INDICATES SINGLE 8x8x16 CONIC. KNOCKOUT BLOCK COURSE BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT. INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE BOND BEAM - ALL SOLID W/ CONC. & 215 BARS CONT. �' �. SEPARATION WALL ELEVATION BTWN. UNITS @ "C" & "B" TOP OF SLAB +0'-0" FORMED & POURED OVERHANG coo 5'-10" SPRING POINT FOR 5:12 SLOPE 12 RAKE TIE BEAM 5 . s ° FORMED & POURED OVERHANG _ INGLE 8x8x16 CONC. a, KNOCKOUT BLOCK COURSE co BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT, LATEST REVISION DATE TO MASTER: 05-02-11 w q5; a: oO 0 U W Lu O sC 0 U 4000 <L U �CwL W = I— Z Q2 Qw o U rn v �+U _JZNcM i QW N LL. Q c) O w 1 � O w OO Q `r / LL Z c: Z ifs O w H sC 0 U 4000 <L U �CwL W = I— cp'�U� Q2 Qw o U rn v �+U _JZNcM i QW N LL. Q O 1 � O Q `r / c: O ifs c.o N w DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! t 14 of 14 M/l ORLANDO Til FLORIDA PRODUCT APPROVAL SCHEDULE TAPCON INSTALLATION ANCHOR CHART P PRODUCT CATEGORY SUBCATEGORY MANUFACTURER DESCRIPTION STATE OF FLORIDA APPROVAL NUMBER STRUCTURAL COMPONENT CONNECTOR SIMPSON STRONG -TIE CO. 'H' SERIES HURRICANE TIES FL474 CONNECTOR SWWSON STRONG -TIE CO. L SERIES ANGLE CLIPS FL474 CONNECTOR SIMPSON STRDNG-TIE CO. AB SERIES POST BASES FL474 CONNECTOR SIMPSON STRONG -TIE CO. ABU SERIES POST BASES FL474 CONNECTOR SIMPSON STRONG -TIE CO. "PC' SERIES POST CAPS FL474 CONNECTOR SIMPSON STRONG -TIE CO. "EPC" SERIES POST CAPS FL474 CONNECTOR SIMPSON STRONG -TIE CO. HUC SERIES HANGERS FL1218 CONNECTOR SIMPSON STRONG -TIE CO. 'HUS' SERIES HANGERS FL474 CONNECTOR SIMPSON STRONG -TIE CO. "HHUSC' SERIES HANGERS FL474 CONNECTOR SWIPSON STRONG -TIE CO. "LUS SERIES HANGERS FL474 CONNECTOR SIMPSON STRONG -TIE CO. LSTA SERIES FLAT STRAP TIES fL1901 CONNECTOR SIMPSON STRONG -TIE CO. 9M SERIES TWIST STRAPS FL474474 CONNECTOR SWWSON STRONG -TIE CO. MTSM SERIES TWI1423 ST STRAPS FL CONNECTOR SIMPSON STRONG -TIE CO. SP SERIES STUD PLATE TIES FL474 CONNECTOR SIMPSON STRONG -TIE CO. 'SPH' SERIES STUD PLATE TIES FL538 CONNECTOR SIMPSON STRONG -TIE CO."LTP' SERIES PLATE TIES FL474 CONNECTOR SIMPSON STRONG -TIE CO. LTA SERIES TRUSS ANCHORS FL1423 CONNECTOR SIMPSON STRONG -TIE CO. 5HETA SERIES TRUSS ANCHORS FLig01 CONNECTOR SIMPSON STRONG -TIE CO. 'HGT" SERIES GIRDER Timms FL474 CONNECTOR SIMPSON STRONG -TIE CO. MGr SERIES GIRDER TIEDOWNS FL1423 CONNECTOR SWPSON STRONG TE CO. 'LGr SERIES GIRDER TIEDOWNS FL1423 CONNECTOR SIMPSON STRONG -TIE CO. 'HTE" SERIES TENSION TIES FL503 CONNECTOR SIMPSON STRONG -TIE CO. HD SERIES HOLDDOWN ANCHORS FL503 CONNECTOR SWPSON STRONG -TIE CO. PHD SERIES HOLDDOWN ANCHORS FL503 CONNECTOR UNITED STEEL PRODUCTS LPTA SERIES TRUSS ANCHORS FL859 CONCRETE LINTEL LOTT CONCRETE PRODUCTS PRECAST LINTEL BEAM SECIONS FL1441 CONCRETE LINTEL WEKIWA CONCRETE PRODUCTS PRECAST LINTEL BEAM SECIONS FL1418 ENGINEERED WOOD TRUSS -JOIST LAMINATE BEAMS & COLUMNS FL1630 ENGINEERED WOOD GEORGIA PACIFIC LAMINATE BEAMS & COLUMNS FL2023-RI ENGINEERED WOOD BOISE CASCADE LAMINATE BEAMS &COLUMNS FL1644-RI ROOFING ASPHALT SHINGLES CERTAINTEED FIBERGLASS LAMINATED SHINGLES FL5444 ROOF TILE MONIER CONCRETE ROOF TILE FL560-RI ROOF TILE HANSON CONCRETE ROOF TILE FL3505-RI ROOF TILE HANSON CONROOF TILE FL3506-RI SOFFITALUMINUM SOFFIT KA ANL iCRETE ALUM OR CMU JAMB EXTERIOR DOORS SLIDING FLORIDA EXTRUDER - MILESTONE ALUM. SLIDING GLASS DOORS FL45-R2 SLIDING SIMONTON ALUM. SLIDING GLASS DOORS FL5350 MIN. 2 1/2' WIDE BUCK - SWINGING MASONITE FIBERGLASS ENTRY DOOR FL4668 SWINGING MASONITE FIBERGALSS PANEL DOORS FL4668 SW9NGING MASONITE FIBERGLASS FRENCH DOORS FL4668 SECTIONAL CLOPAY BUILDING PRODUCTS CO. RESIDENTIAL SECTIONAL GARAGE DOOR FL3026-RI THAN 1 1/2' CONNECT W/ WINDOWS SINGLE HUNG FLORIDA EXTRUDER - MILESTONE ALUMINUM SINGLE HUNG IMNDOW f142 HORIZONTAL SLIDER FLORIDA EXTRUDER - MILESTONE ALUMINUM HORIZONTAL SLIDING WINDOW FL43R2 FIXED FLORIDA EXTRUDER - MILESTONE ALUMINUM FIXED GLASS WINDOW FL44R2 MULLIONS FLORIDA EXTRUDER - MILESTONE ALUMINUM EXTRUSION FL3136-RI IXED GLASS BLOCK PITTSBURG CORNING CORP. GLASS UNIT MASONRY INSTAL-L--W7-MORTAR FL7363 SINGLE HUNG SIMONTON WNDOWS ALUMINUM SINGLE HUNG WINDOW FL5459 HORIZONTAL SLIDER SIMONTON WINDOWS ALUMINUM HORIZONAL SLIDING WINDOW FL5458 FIXED SIMONTON WINDOWS ALUMINUM FIXED GLASS VANDOW FL5460 U) N r O r r irW HEIGHTS OF #2 STUDS EXTERIOR FRAME WALLS ONLY - EXPOSURE C TAPCON INSTALLATION ANCHOR CHART STUD SIZE, MAIL, AND O.C. SPACING MAX. HT. STUD SIZE, MATL., AND O.C. SPACING MAX. HT. 2x4 SPF AT 16" O.C. 6'-6" 2x6 SPF AT 16" O.C. 10'-0" 2x4 SPF AT 12" O.C. 7'-6' 2x6 SPF AT 12 O.C. 11'-6" 20 SYP AT 16" O.C. 9'-0" 2x6 SYP AT 16" O.C. 13'-6" 2x4 SYP AT 12" O.C. 10'-4' 1 2x6 SYP AT 12" O.C. 15'-0" -- FOR INTERIOR BEARING WALLS: 2x4 SPF AT 16' O.C. - MAX. WALL HT. 11'-1" O.C. 2x4 SPF AT 12" O.C. - MAX. WALL HT. 12'-3" O.C. 2x6 SPF AT 16" O.C. - MAX. WALL HT. 17'-9" O.C. -- FOR ALL FRAME BEARING WALLS OVER 10' HIGH, PROVIDE SOLID 2x BLOCKING AT 4'-0" O.C. MAXIMUM 0 N 2" w.n nvna r ux nvui VVUML "u". umu UIMLIVJIUIV NUI MULLLU WUW. WING. UIMLNSION 2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C. 2x HDR. PLATE OR EXTERIOR WD. HDR. SHEATHING 2 LAYERS OF 7/16" O.S.B. OR �1� LAYER OF 3/4' PLYWD. CONNECT W/ (2f 8d NAILS AT 16" O.C. BUILT UP WOOD HDR. OR 2x HDR. PLATE EXTERIOR SHEATHING `2x CRIPPLE STUDS AT 16" O.C. BTWN. SILL PLATE & BOT. PLATE OR HDR. & HDR. PLATE 2x HDR. OR SILL PLATE OR HDR. JACK ATTACH WDW.IDOOR PER MANUF. SPEC ICATTONS SILL 1 JAMB / HEAD FRAME WALL OPNG. WDW./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 HEADER LOAD CONDITION FOR BLOCK OPNGS. W/ BUCKS 1 1/2" THICK OR GREATER WIDTH WIDTH WIDTH NJ yAD1}{ D F E F D D E D D E D 2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL 24" O.C. 8" A A ZJED 015 . MAX. MAX. 8" 8" A P S �- C MAX. C AX. C F (1) 10d x 31. B g = C WDW. C B WDW. WDW. C = 2 MIN. 2 1/2" WIDE BUCK - OPNG. OPNG. OPNG. BOLT @ 16" O.C. SGD OR A A A X EXT. DOOR SILL / MULL SILL / MULL `14 OPNG. SINGLE WDW. OR MULTIPLE SIDE 3/16" DIA. TAPCONS. BUCK / BLOCK STACKED WDW. BY SIDE WDWS. 2x8 (2) W/ MULL BTWN. © W/ MULL BTWN. 10 X 31 OR 0 CEMENT FINISH 00Q 112' DIA. BOLT WDW. OPNG. LOCATIONS WDW. OPNG, LOCATIONS HEIGHT IN HEAD10 WIDTH IN HEAD1Q IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER WITH 1/2" DIAM. THRU-BOLTS AT 16' O.C. VERTICALLY WITH THE SAME NUMBER OF BOLTS PER ROW AS NAILS EXTERIOR DOOR OPENINGS UP TO 40" A UP TO 40" D 40.01" TO 60" A , B 40.01" TO 60" D , E 60.01" TO 80" A , C 60.01" TO =D , F 80.01" TO 100" A , B , C 80.01" TO 100" D , E , F w.n nvna r ux nvui VVUML "u". umu UIMLIVJIUIV NUI MULLLU WUW. WING. UIMLNSION 2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C. 2x HDR. PLATE OR EXTERIOR WD. HDR. SHEATHING 2 LAYERS OF 7/16" O.S.B. OR �1� LAYER OF 3/4' PLYWD. CONNECT W/ (2f 8d NAILS AT 16" O.C. BUILT UP WOOD HDR. OR 2x HDR. PLATE EXTERIOR SHEATHING `2x CRIPPLE STUDS AT 16" O.C. BTWN. SILL PLATE & BOT. PLATE OR HDR. & HDR. PLATE 2x HDR. OR SILL PLATE OR HDR. JACK ATTACH WDW.IDOOR PER MANUF. SPEC ICATTONS SILL 1 JAMB / HEAD FRAME WALL OPNG. WDW./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 1 3/4' SCHEDULE MIN. \X I EXT. FACE FASTENER SCHEDULE FOR HEADER LOAD CONDITION BUILT UP STUD COLUMNS OF BLOCK VERTICAL SPACING OF FASTENERS AT 8" O.C. NJ STAGGERED UNLESS OTHERWISE NOTED. THIRD AND O.C. FOR BUCK BUILT UP FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF 2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL (2)2x12 BE 2 1/2" AND MINIMUM EDGE DISTANCE SHALL BE 1'. ZJED OF PER NUMBER OF PLYS (2) PLYS (3) PLYS (4) PLYS S ROWS 2x4 (1) 10d x 31. 1 Od x 31 10d X A. OR 1/2' DIAM. 2 MIN. 2 1/2" WIDE BUCK - LINTEL ABV. OPNG. 6'-3" BOLT @ 16" O.C. 2x6 (2) 1 O x 31 1 O x 31 1 O X 31. OR 25.9 THICKNESS - CONNECT W/ CAULK BTWN. 33.6 1/2" DIAM.BOLT 31.4 3/16" DIA. TAPCONS. BUCK / BLOCK 28.8 ®16" O.C. 2x8 (2) 1 O x 31 1 O x 31 10 X 31 OR 0 CEMENT FINISH 1 1/4' EMBEDMENT INTO 112' DIA. BOLT BLOCK JAMB / HEAD INSTALL WDW./DOOR SCREW a 16" D.C. IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER WITH 1/2" DIAM. THRU-BOLTS AT 16' O.C. VERTICALLY WITH THE SAME NUMBER OF BOLTS PER ROW AS NAILS TAPCON PER 1 3/4' SCHEDULE MIN. \X I EXT. FACE COMPONENT EFFECTIVE AREA HEADER LOAD CONDITION (2)104 x 1 1/2' AT 24' OF BLOCK (2)2x6 NJ (2)2x8 O.C. FOR BUCK BUILT UP (2)2x10 NJ (2)2x12 NJ TO 2 1/2" THICK PROVIDE 2x P.T. AGAINST OR BLOCK FOR BUILT UP BUCKS (2)8d x 2 1/2" AT 24' 2" THICK OR MORE O.C. FOR BUCK BUILT UP BUILT UP BUCK DETAIL 21/2' THICK OR MORE THICKNESS 1112" OR GREATER PRECAST CONIC. 2 4'-5' 2 MIN. 2 1/2" WIDE BUCK - LINTEL ABV. OPNG. 6'-3" 2 2nd FLOOR & ROOF MAXIMUM 2 3/4' BUILT UP OR CMU JAMB 26.4 26.2 25.9 THICKNESS - CONNECT W/ CAULK BTWN. 33.6 32.4 31.4 3/16" DIA. TAPCONS. BUCK / BLOCK 28.8 TAPCON LENGTH MUST BE 27.9 27.4 26.9 SUFFICIENT TO ACHIEVE MIN, 0 CEMENT FINISH 1 1/4' EMBEDMENT INTO OVER BLOCK BLOCK JAMB / HEAD INSTALL WDW./DOOR SCREW DRYWALL ANCHOR INTO BUCK PER co INSTALLATION DETAILS HEADMAMB FOR BUCK THICKNESS 1112" OR GREATER INSTALL WDW./DOOR TAPCON PRECAST CONC. ANCHOR INTO BLOCK PER LINTEL ABV. OPNG. INSTALLATION DETAILS OR CMU JAMB CAULK BTWN. MIN. 2 1/2' WIDE BUCK - BUCK / BLOCK MAXIMUM BUILT UP THICKNESS MUST BE LESS THAN 1 1/2' CONNECT W/ CEMENT FINISH / SPIRAL NAILS AT 16" O.C. OVER BLOCK / DRYWALL HEAD/JAMB FOR BUCK THICKNESS LESS THAN 1112" CEMENT FINISH ATTACH WDW./DOOR PER OVER BLOCK MANUF. SPECIFICATIONS PRECAST CONIC. SILL SILL BLOCK WALL OPNG. WDW./DOOR BUCK DETAILS ALL WINDOWS AND WALK DOORS SHALL HAVE A MAX. DESIGN PRESSURE OF 34.7 PSF. PRESSURE BASED ON MINIMUM COMPONENT EFFECTIVE AREA OF 10 S.F. - PRESSURES MAY BE REDUCED FOR THE ACTUAL EFFECTIVE WDW./ DOOR AREA AS STATED ON "COMPONENT AND CLADDING MIN. DESIGN WIND LOAD PRESSURE" CHART ON THIS SHT. ALL BLK. CELLS ABV. LINTEL TO BE CONIC. 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 W/ 2' SQ. WASHER '26 OR 2x4 P.T, W/ CONIC. NAILSAT 12" O.C. ACROSS TOP OF OPNG. EXTEND JAMB 14" MIN. 4" MIN. ABV. OPNG. EDGE 2x6 P.T. BUCK AT GARAGE DOOR JAMBS FASTS DIST. TO BLOCK W/ 112" DIA. X 6' J -BOLTS AT 24" O.C. MAX. W/ 2 SQ. WASHERS AT EA. SIDE OF OPNG. GARAGE DOOR MASONRY OPENING GARAGE DOOR DETAIL DESIGN LOADS: EXP. "C" 8'-0" W. DOOR +32.5 PSF & -41.0 PSF 16'-0" W. DOOR +30,8 PSF & -37.7 PSF EXP. "B' 8'-0" W. DOOR +23.2 PSF & -29.3 PBL 16'-0" 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 SHOWN ON THIS SCHEDULE COMPONENT EFFECTIVE AREA HEADER LOAD CONDITION HEADER SIZE 20 (2)2x6 NJ (2)2x8 NJ (2)2x10 NJ (2)2x12 NJ ROOF ONLY 4'-0' 2 5'-4" 2 6'-8' 2 7'-6' 2 2nd FLOOR ONLY 3'-6" 2 4'-5' 2 5-5" 2 6'-3" 2 2nd FLOOR & ROOF 3'-0" 26.7 26.4 26.2 25.9 WALL 34.7 33.6 "NJ' = MINIMUM NUMBER OF JACK STUDS REQ'D. AT EA. END UNLESS OTHERWISE NOTED ON THE PLAN ALL STRUCTURAL HEADERS TO BE #2 OR BETTER S.Y.P. ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER U 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 OWELINGS, NFPA 70A; 2007. 2. SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE BUILDER/ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY CONTRACTOR AS REQUIRED TO SAFELY PERFORM THE WORK. TERMITE PROTECTION 1. TERMITE PRETREATMENT SHALL MAKE USE OF BORA-CARE TERMITICIDE. THE BORA-CARE TERMITICIDE TREATMENT IS REGISTERED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES AS REQUIERED BY THE FLORIDA BUILDING CODE 2007 - RESIDENTIAL. 2. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY MAY BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES'. FOUNDATION NOTES 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000 PSF. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS OBTAINED PRIOR TO FOOTING PLACEMENT. 2. FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. 3. AS REQUIRED BY THE LOCAL MUNICAPILITY BUILDING DEPARTMENT, A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL ON THE SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONCRETE NOTES 1. CONCRETE STRENGTH SHALL BE 2500 PSI AT 28 DAYS AND IN ACCORDANCE WITH A.C.I. 318-95. 2. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM A615 GRAFE 40. 3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM A185. CONCRETE MASONRY NOTES 1. CONCRETE MASONARY WORK SHALL BE IN ACCORDANCE WITH A.C.I. 530/ASCE 5/TMS 402. 2. CONCRETE MASONARY UNITS SHALL BE IN CONFORMANCE WITH ASTM C90, GRADE N, TYPE II ASTM C140 AND SHALL HAVE A COMPRESSIVE STRENGTH OF 2000 PSI MINIMUM BASED ON THE NET GROSS SECTIONAL AREA. 3. COARSE GROUT SHALL BE IN CONFORMANCE WITH ASTM C476. 4. MORTAR SHALL BE TYPE 'M' OR "S' IN ACCORDANCE WITH ASTM C270. 5. ALL MASONARY UNITS SHALL BE LAID IN RUNNING BOND U.N.O. 6. PROVIDE 8' PRECAST CONCRETE LINTELS ABOVE ALL MASONARY OPNGS. ALL LINTEL FOR OPNGS. OVER 5-6" SHALL BE GROUTED SOLID W/ 8' STANDARD BRG. EA. END U.N.O. (4" MIN. BEARING REQ'D.) PRE-ENGINEERED WOOD TRUSSES 1. ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN SPECIFICATONS FOR STRESS -GRADE LUMBER AND ITS FASTENERS' AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 2. THE TRUSS MANUF. SHALL VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. ANY DEVIATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO THE ATTENTION OF THE BUILDER/ARCHITECT/ENGINEER PRIOR TO PROCEEDING. TRUSS MANUF, TO SUPPLY ALL TRUSS TO TRUSS HANGERS AND CONNECTIONS. 3. TRUSS MANUF. TO PROVIDE SHOP DRAWINGS ON NEW AND/OR REVISED MODEL PLANS TO BUILDER FOR REVIEW BEFORE FABRICATION. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSS PROFILES, GRAVITY/UPLIFT LOADS, BRACING MEMBERS, AND TRUSS TO TRUSS HANGERS. 4. ALL PREFAB. WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS AS REQUIRED PER THE FRAMING PLANS. 5. PRE-ENGINEERED WOOD TRUSSES, RAFTERS, AND OTHER ROOF FRAMING MEMBERS SHALL BE SPACED AT 24' O.C. MAXIMUM. 6. RIDGE AND VALLEY SET MEMBERS SHALL BE A NOMINAL DIMENSION OF 2' LARGER THAN RAFTERS. 7. ALL ROOF FRAMING MEMBERS SHALL BE MIN. SYP J2 OR BETTER. COMPONENT AND CLADDING MIN. DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE !'B" COMPONENT LOCATION COMPONENT EFFECTIVE AREA 10 15 20 30 40 50 60 70 80 90 100 ROOF ANGLE > 10'-30' 50.1 47.8 45.4 43.4 41.3 39.3 38.4 37.5 36.5 35.6 34.7 ROOF ANGLE > 30'-45' 30.3 29.7 29.0 28.4 27.8 27.2 26.9 26.7 26.4 26.2 25.9 WALL 34.7 33.6 32.4 31.4 30.3 29.3 28.8 28.3 27.9 27.4 26.9 COMPONENT AND CLADDING MIN. DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE "C" COMPONENT LOCATION COMPONENT EFFECTIVE AREA �1 10 15 20 30 40 50 60 70 80 90 100 ROOF ANGLE > 10'-30' 70.1 67.0 63.6 60.8 57.8 55.0 53.8 52.5 51.1 50.0 48.6 ROOF ANGLE > 30'-45' 42.4 41.6 40.6 39.8 38.938.1 37.7 37.4 37.0 36.7 36.3 WALL 48.6 47.0 45.4 44.0 42.4 41.0 40.3 39.6 39.1 t38.4 37.7 (D PRESSURES STATED ON ANY PLAN OR DETAIL SHALL SUPERCEDE VALUES PROVIDED ON THIS CHART. VALUES INDICATED ARE COMPONENT PRESSURES FOR THE MOST STRINGENT ZONE LOAD CASE PER TABLE R301.2 (2) OF FLORIDA BUILDING CODE 2004 - RESIDENTIAL AND 2006 SUPPLEMENT WALL & ROOF FRAMING NOTES 1. WOOD CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCT ASSOCIATION. 2. ROOF AND WALL STRUCTURAL SHEATHING SHALL BE SPAN RATED IN ACCORDANCE WITH APA PS 1-83 OR NER-108. NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d COMMON, RING OR SPIRAL SHANK, OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD AND SHANK SIZE EQUIVALENT TO HAND DRIVEN NAILS, OTHERWISE SPACING SHALL BE REDUCED FROM 12" TO 10",8' TO 6", 6" TO 5", 4' TO 3", AND 3" TO 2' IN THOSE APPLICATIONS. 3. ALL EXTERIOR FRAMED WALL STUDS SHALL BE AS NOTED ON PLANS AND A MINIMUM GRADE OF SYP #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 J2 MIN. PROVIDE STRAPS AS REQ'D. PER DETAILS. 5. PROVIDE A BUILT UP OR SOLID SAWN COLUMN UNDER ALL GIRDERS AND BEAMS IN FRAMED WALLS UNLESS NOTED OTHERWISE ON PLANS. A MINIMUM OF (2)2x4 STUDS SHALL BE USED. STRAP MEMBER DIRECTLY TO TOP OF COLUMN AND BOTTOM W/ A MIN. OF SIMPSON SPH4 OR EQUAL AT EACH STUD. PROVIDE BLOCKING TO BEARING WALL BELOW AS REQUIRED. HEAVY HOLD DOWNS MAY BE REQUIRED AT SOME LOCATIONS AS NOTED ON PLANS. 6. END JOINTS IN STRUCTURAL DOUBLE PLATE SHALL BE OFFSET AT LEAST 4'-0". STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. 7. AT EXTERIOR FRAME WALLS, PROVIDE FULL PANEL OF SHEATHING FROM ALL CORNER EDGES, FULL PANEL MUST BE SAWCUT AROUND ANY OPENINGS. SEE DETAILS FOR NAILING REQUIREMENTS:' 8. THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE SPECIFIED IN TABLE R602.3(FASTENING SCHEDULE) OF THE FLORIDA BUILDING CODE 2004 -RESIDENTIAL- UNLESS NOTED OTHERWISE. 9. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED LUMBER OR SEPARATED FROM CONCRETE W/ FELT PAPER OR METAL PLATES. 10. ALL NAILS AND BOLTS EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVINIZED. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES, INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALL WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 2. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER PLAN. 3. UPLIFT CONNECTORS AT ROOF TRUSSES SHALL BE BENT OVER TRUSS TOP CHORDS AS REQUIRED AND NAILED PRIOR TO APPLICATION OF ROOF SHEATHING. MISSED STRAPS SHALL BE INSTALLED PER PLAN PRIOR TO SHEATHING INSTALLATION. 4. THE MAXIMUM NUMBER OF FLAT STRAPS (I.E. "HETA20") IN THE TOP BLOCK WALL COURSE AT ANY GIRDER TRUSS SHALL BE (2) STRAPS WITH 8" CLEAR DIMENSION BEFORE NEXT STRAP(S). 5. ALL SPECIFIED CONNECTORS SHALL BE INSTALLED PER CONNECTOR MANUFACTURERS INSTRUCTIONS. 6. NO CONNECTOR SHALL BE BENT IN THE FIELD UNLESS NOTED AS ACCEPTABLE IN THE CONNECTOR MANUF. PRODUCT CATALOG. 7. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTOR SCHEDULE FOR MINIMUM NUMBER OF FASTENERS. 9. MAY SUBSTITUTE HURRICANE STRAP WITH STRAP OF GREATER HOLD DOWN VALUE OR GREATER UPLIFT VALUE IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS INSTALLATION INSTRUCTIONS OR REQUIREMENTS ARE FOLLOWED. STRUCTURAL CRITERIA 1. APPLICABLE CODE: FLORIDA BUILDING CODE 2007 - RESIDENTIAL WIND SPEED - 120 MPH NON -WIND-BORNE DEBRIS REGION, WIND IMPORTANCE FACTOR - (1) ONE, 'ENCLOSED' BUILDING TYPE, EXPOSURE CATEGORY -SEE ROOF PLAN NOTES. 2. INTERNAL PRESSURE COEFFICIENT: +/- 0.18 MAXIMUM MEAN ROOF HT. = 30 FEET GENERAL NOTES 1. DOORS BETWEEN GARAGE AND LIVING SPACE SHALL BE MINIMUM 1 3/8' THICK SOLID CORE WOOD DOORS, 1 3/8' SOLID OR HONEYCOMB CORE STEEL DOORS, OR 20 -MINUTE FIRE RATED DOORS. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2' GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8' TYPE X GYPSUM BOARD OR ITS EQUIVALENT. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLIN FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR APPROVED EQUAL. 4. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. m LATEST REVISION DATE TO MASTER: 05-02-11 C O to ° cmU ao V Z Cc Lu 21- , o c>mco45 Q = Q w o U 0m J Z NO M o � J LL Q �OO�p � cd Q � w w�0 O i � z _J Q O W C O to ° cmU ao V rU)w"' ^ Cc Lu 21- , o c>mco45 Q = Q w o U 0m J Z NO M o � J LL LL W N r� � cd Q � UO NOL SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! D1 M/l ORLANDO 0 O 1 � Lo O WLLJim�// r� L.L i _J Q Cfl W 0 w OW I co UO NOL SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO MA HOMES FOR CLARIFICATION! D1 M/l ORLANDO Hca, N 0 ti r 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 DBL. 2x P.T. BLOCKING VERT. REINF. CONC.(2)12d NAILS FILLED CELL W/ 1-f5� AT 6 O.C. B 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 SIMPSON 'SP2" AT EA. STUD AT II EXTERIOR WALLS USE SPH4 (AT CONC. BLK. INTERIOR BEARING WALLS) WALL PER TYP. WALL SECTION II ATTACH EXT. SHEATHING TO STUDS PLATES PER VERT. REINF. CONC. STRUCTURALNOTES FILLED CELL W/ 1-y� BAR I AT EXT. FRAME WALL TO BLOCK WALL, PROVIDE 2x P.T. W/ V2" EXP. BOLT I AT 24" O.C. VERT. (4 EMBED.) W/ 2' SQ. WASHERS PROVIDE 1 1/2" EDGE I DISTANCE FOR BOLTS Q II SIMPSON "SP2" AT EA. STUD AT EXTERIOR WALLS (USE SPH4 AT INTERIOR BEARING WALLS) TOP OF SLAB I) I $. —J EXT. FRAME WALL TO BLOCK WALL CONNECTION DETAIL APPLICABLE TO ALL EXTERIOR FRAME WALLS ONLY UNLESS OTHERWISE NOTED ON FLOOR PLAN 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 �xl PAPER BACK LATH 7/8' CEMENT PLASTER EXTERIOR WINDOW SILL SCALE: 2" - 1'-0" ALUMINUM WINDOW / FRAME SET IN CONT. J BED OF SEALANT PEEL AND STICK MEMBRANE FLASHING WALL SHEATHING EXTERIOR :m SCALE: 2" - V-0" 7/8" CEMENT PLASTER PAPER BACK LATH BUILDING WRAP (TYVEK) WINDOW JAMB APPLY PEEL AND STICK FLASHING MEMBRANE IN ORDER STARTING AT BOTTOM OF WINDOW AND OVERLAPPING A INDICATED 11 I—, ---------- - J q PEEL AND STICK DETAIL z o TYVEK OVER 'C' m PEEL AND STICK W FLASHING AND GROUT SOLID AT WINDOW FLANGE TOP OF CELL SAWCUT TAPE OVER CUT APPROX. IN TYVEK C TOP COURSE TYP ------------ NPER i) WALL START B STRIPS HERE I I EDGE OF WINDOW OF REBARS FLANGE B APPLY PEEL AND STICK FLASHING MEMBRANE IN ORDER STARTING AT BOTTOM OF WINDOW AND OVERLAPPING A INDICATED 11 I—, ---------- - J q PEEL AND STICK DETAIL z o 314" DIA. x 6" DP. HOLE m F �5 BAR DOWEL SET IN EPDXY ADHESIVE W U Go M Z +--- GROUT SOLID AT TOP OF BLK. WALL TOP OF CELL SAWCUT P �CONC. FILLED APPROX. REINF. 4"W.x24"H. OPENING TOP COURSE TYP IN WALL NPER i) WALL NOTES: I 25" MIN. LAP II --DRILLED HOLE TO BE OF REBARS CLEANED PRIOR TO i DISPENSING ADHESIVE 3000 PSI CONC. --EPDXY ADHESIVE TO FILLED CELL W/ HIGH STRENGTH TYPE 15 REBAR --REBAR DOWEL MUST I BE CLEAN AND OIL FREE � O SAWCUT 1" W. OPNG. IN SAWCUT APPROX. I WALL FROM TOP TO 4"W.x24"H. OPENING II BOTTOM FOR FULL HT. IN WALL REBAR PLACEMENT INTO O SOLID W/ 25° MIN. LAP IICELL-FILL IGROUT OF REBARS TOP OF SLAB � z m i 3 4" DIA x 6" DP. HOLE W FOR 5 BAR DOWEL SET IN EPDXY ADHESIVE ADDED REINF. FILLED BLOCK CELL DETAIL PROVIDE SOLID 2x4 BLKG. BTWN. TOP/BOT. RAILS FOR SOLID NAILING OF STRAP SIMPSON "MSTAM24" STRAP W/ J;l 1/4"x2 1/4" MASONRY �t►k TO BLOCK WALL AND (9)10d COMMONS TO FLR. TRUSS t zW M�� N CONC. FILLED REINF. TOP BLK. COURSE PER TYP. WALL SECTION MISSED FL OOR TRUSS BLKG. BTWN. FLR. ECT TO BLK. W/ (4) L. POWDER ACTUATED 'LACE BLKG. ALONG END FLR. TRUSSES TO BLK. WALL STRAP PROVIDE (1) "MSTAM24" FOR EA. "HETA20" STRAP SPECIFIED METAL OR VINYL TRIM CONTROL / EXPANSION JOINT 7/8" CEMENT PLASTER PAPER BACK LATH 18' WIDE PEEL & STICK MEMBRANE OR X15 FELT FLASHING BUILDING WRAP TYVEK) r- WALL SHEATHING CIO DETAIL CONTROL / EXPANSION JOINT SCALE: 3" = 1'-0" 25' MIN. LAP--,,, 147 ;#5 REBAR W/ STD. HOOK ---- REINF. CONC. FILLED CELL 15 VERT. REBAR C BLOCK WALL 8x8x16 CONC. KNOCKOUT BLK. TOP COURSE - FILL W/ CONC. & 1-J5 BAR CONT. SIMPSON "MTSM16" STRAP W/ (4) 1/4"x2 1/4" TAPCONS TO 8'-0" MAX. SPAN W/0 2x8 RIDGE 2x4 VERTICAL BLKG. 2x6 VALLEY RAFTERS (4)164 2x4 COLLAR TIE IN NAILS UPPER 3RD OF ROOF HT. -- ---- - AT EVERY 3RD PAIR OF MTS12 - ------ - RAFTERS STRAP + 2x4 VERT. AT MTS12 8'-0" O.C. MAX. (ONLY STRAP + AT SPANS > 8'-0' 2x4 BLKG. AT VALLEY RAFTER, BRG. BTWN. TRUSSES ROOF TRUSS ROOF TRUSS BELOW RAFTER HAND VALLEY FRMG. DETAIL ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER STAMP 5' INCL. ROOF EDGE ROOF O.H. EDGE INCL. ROOF O.H. Ot ZONE 1 - USE 8d NAILS ® 12" O.C. (FIELD) 6" O.C. (EDGE) O2 ZONE 2 — USE 8d NAILS ® 6" O.C. (FIELD/EDGE) ZONE 3 — USE 8d NAILS @ 4" O.C. (FIELD/EDGE) ROOF NAILING PATTERN BLOCK WALL AND (7)10d n COMMONS TO TRUSS I ROOF TRUSS II 11 + _Z + INSTALL ADD'L STRAP _� DIAGONALLY FROM EA. C" o I OTHER FOR SINGLE CONC. FILLED REINF. TOP MEMBER TRUSS 2x4 LADDER FRMG. REQ'D. AT 2x4 °T' OR "L" STRONGBACK AT GABLE BLK. COURSE PER TYP. VERTICAL LONGER THAN 48' CONNECT W/ 124 WALL SECTION OVERHANGS OVER 12' -CONNECT W/ NAILS AT 12" O.C. MISSED ROOF TRUSS TO BLK. WALL (2)124 TO TRUSS TDP CHORD STRUCTURAL ROOF SHEATHING SEE STRAP I VAP CONT. 2x4 2-124 NAILSS ROOF NAILING PATTERN �- USE (1) MTSM16 STRAP FOR UPLIFT VALUES 860 LBS. OR LESS 2 USE (2) MTSM16 STRAPS FOR UPLIFT VALUES 1720 LBS. OR LESS x4 OUTLOOKERS AT 24" O.C. W/ 2x4 STRONGBACK IF GABLE TRUSS IS TALLER UPLIFT VALUES OVER 1720 LBS. REQUIRE LETTER FROM ARCHITECT OR ENGINEER (3)124 TOE -NAILED TO TRUSS TOP ( THAN 8'-0" CHORD 2x4 DIAG. "X' -BRACING W/ (3)124 NAILS 7/16' OSB SHEATHING OVER GABLE END I AT EA. 2x4 ' 2x4 JOINT TRUSS -CONNECT W/ 8d NAILS AT 6" � � AT SCHEDULE O.C.--SET FACE OF SHEATHING FLUSH W/ BLK. i } SPAN 7/16" OSB SHEATHING WALL (PROVIDE 1/8" SPACE BTWN. PANELS) I i i > BRACING REQ'D. GABLE END OR i, i GREATER THAN 20 FT. 10 FT. (3) PAIRS AT 1/4 PTS. (1) FLOOR TRUSS I i TO 20 FT. LESS THAN 10 FT. PAIR AT MID -PT. NO U.S.P. "LPTA" OR SIMPSON 'LTA/" STRAP -SEE I i � i BRACING REQ'D. FRMG. PLAN FOR LOCATIONS -SET STRAP 2' I i 2x4 BLKG. AT 48' O.C. FROM GABLE 7/8" CEMENT PLASTER FROM FACE OF BLOCK AND PARALLEL TO END BACK 8'-0" BTWN. TRUSS BOTTOM ON PAPER BACK LATH TRUSS -FILL ALL HOLES W/ NAILS CHARDS GYPSUM CEILING AIR INFILTRATION BARRIER SIMPSON "HETA20" AT +� DIAPHRAM NAILING EA. TRUSS VERT, OR 24" (DESIGN STANDARD: TYVEK) O.C.-CONNECT W/ ii 8x8x16 CONC. KNOCKOUT BLK. TOP GABLE END tOd NAILS AT 8" (14)104 COMMONS INTO i ROOF TRUSS SOLID 2x4 BLKG. a COURSE -FILL W/ CONC. AND 1-�5 O.C. BAR CONT. CONT. 2x4 MIN. P.T. PLATE W/ 1 2" FLAT CEILING GABLE END DIA. A.B. OR 5/8' EXP. BOLT W/2" SIMPSON "LSTA12" STRA 2x4 CONT. BLKG. SQ. WASHER AT 48 O.C. MAX. OR MID -WALL (2)POWER-DRIVEN NAILS (SIZE EQUAL AT 24" O.C. TRUSS TO DBL. 2x4 TOP WEEP SCREED TO 10d COMMON) AT 16 O.C. PLATE PLATE 1/2" MIN. CEMENT TYP. GABLE END FRAME WALL n PLASTER "HETA20" GABLE END TRUSS DETAIL GABLE END a" CMU WALL STRAP ALTERNATIVE SCALE : 1/2" = 1'-0" DETAIL @ BLOCK FRAME CONNECTION SCALE: 3" APPROVED SHINGLES SHINGLES (ATTACH W/ GALV. METAL ROOFING NAILS PER MANUF. INSTALLATION DETAILS) OVER 15# FELT (2" SIDE LAP / 4" END LAP AND MANUF. /TYPE: CAP NAILS AT 12" O.C.-EDGE, 24° O.C.-FIELD) ON 7/16" SPAN RATED PRESSES AT FLOOR CERTAINTEED "LANDMARK 30 AR" STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE-ENG'RED TRUSSES AT 24" O.C. CERTAINTEED 'LANDMARK 30" ROOF TRUSSES AT 24" O.C. CONNECT EA. TRUSS BOT. HURR. STRAP AT EA. TRUSS SEE 12 CHORD W/ (2)16d MIN. ROOF PLAN PER COMMONS TOE -NAILED TO 8x8x16 CONC. KNOCKOUT BLK. TOP ELEV. �— R-30 INSULATION TOP PLATE :! COURSE - FILL W/ CONC. AND 1-#5 BAR CONT, 1 1/2' GYPSUM BD. DRIP EDGE OVER1/2' GYPSUM BD. DBL. 2x TOP PLATE FASCIA —�� 4'-0" FLASHING: FASCIA MATERIAL TO BE 12" DIAPHRAM AREA FASTEN W/ 5d NAIL R-11 INSULATION AT ALL WALLS ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR ALUMINUM OR 5/4" PRIME TRIM ++ AT 4" O.C. REMAINDER AT 7" O.C. ADJACENT TO NON -AIR CONDITIONED GALV. METAL MATERIAL. CONNECT W/ GALV. METAL BOARD OVER 2x4/2x6 SUBFASCIA SPACES NAILS AT 24" O.C. MAX. REFER TO SUBD. SPECIFICATIONS PRE-ENG'RED. PRECAST CONC. LINTEL ABV. TYP. FOR FASCIA MATERIAL ii WDW. AND DOOR OPNGS. SEE PLANS FOR 2x CONT. MID -WALL BLKG. (WALLS LOCATIONS AND TYPES OVER 8' H. --PROVIDE BLKG. AT 4'-0' n CONT. ALUM. II 1/2" DRYWALL OVER 1x2 P.T. (MIN.) AT 24" O.C. MAX.) VENTED SOFFIT z + O.C. (MAX.) C> CORE -FILL 500 FOAM INSULATION IN ALL R__ OPEN WALL CELLS - REFER TO 1/2" DRYWALL o ° ENERGY MCA CULATION FOR R -VALUE NE II TEXTURED CEMENT FINISH OVER II #5 VERT. BAR TIED INTO 15 BAR DOWEL AND SPF OR BETTER 2x STUDS IER 16' O.C. 2 8x8x16 CONC. BLOCK i TOP COURSE REBAR AT EA. REINF. CONC. FILLED BLOCK CELL AS LOCATED PER PLANS u 2x4 P.T. SILL PLATE - �' ATTACH W/ (2) CONC. NAILS OR PRECAST WDW. SILL - TYP. AT STD. (1) POWDER ACTUATED FASTENER WDW OPNG. AT 24" O.C. 3 1/2' MIN. CONC. SLAB (2500 PSI) W/ � 4" MINclIj. 3 1/2" MIN. CONC. SLAB (2500 PSI) W/ FIBERMESH OR 6x6 10/10 WWM OVER VAPOR IIII FIBERMESH OR 6x6 10/10 WWM OVER VAPOR BARRIER IIII BARRIER u FINISH GRADE � ti CLEAN COMPACTED TERMITE CLEAN COMPACTED z ° TREATED FILL EARTH FILL -i' O O 4 • ;�5 BAR DOWEL TED TO FTG. REBAR MONOLITHIC SLAB EDGE FOOTING THICKEND SLAB FOOTING 16" PER SLAB PLAN PER SLAB PLAN AT EA. REINF. FILLED CELL AS MIN. TYP. INT. BRG, WALL SECTION LOCATED PER SLAB PLAN SCALE: 1 1/2"=1'-O" TYP. EXT. BLOCK WALL SECTION SCALE: 1/2"=1 -0 LATEST REVISION DATE TO MASTER: 05-02-11 nc o 0 w _U W co0 2 c C O _ U Go M Z +--- LU Z 2Cw"' %— Lu 2 co i Q = U ¢ w �_ ~o a,v W � Q � O C) Q Lu O w m J 0 O � O Z r� O C O _ U Go M Z +--- LU 2Cw"' %— Lu 2 co i Q = U ¢ w �_ ~o a,v JZC cci J�%r' J L.L W N LL. Co Q ix 3: V_ 0 O � O r� W LLI _-�-+ U) i _J Q ~ CO W 0 w 0 W co DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE PER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/ HOMES FOR CLARIFICATION! V FD2 M/1 ORLANDO iI N T- 0 r 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 1 1/2" DIAMETER CONT. HANDRAIL TYPICAL SECTION AT HANDRAIL e O� R� fi IV ` 777 t BALUSTER SPACING MUST REJECT 4" DIA. SPHERE 0 UP TO HEIGHT OF 34"- BOTTOM RAIL OR CURB W MUST REJECT 2" DIA. SPHERE z 0 Q J 0 m 0 STAIR TREAD AND RISER CALCULATION Q (2) RISERS + (1) TREAD = 24" (MIN.) TO 25" (MAX.) 63 REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND RISERS I [O HANDRAIL WITH CIRCULAR CROSS SECTION DIAMETER BTWN. 1 1/2" TOTAL STAIR RUN TO 2", OR PROVIDE CROSS SECTION MINIMUM TREAD NOT INCLUDING NOSING) = 9 WIDE OF EQUIVALENT GRASPABILITY 3/4' PLYWOOD PERFORMANCE 2x8 BLOCKING BEHIND HANDRAIL 1" NOSING FLOORING TOP AT 39" ABOVE EDGE OF TREAD o FLOOR TRUSS NOTE: PICKETS SHALL BE PLACED NO , ,�" NAIL (2)2x4 TO "BOTTOM OF GREATER THAN 4' O.C. ' �� / FLOOR TRUSS 12 OR LESS IN ' ' 1x10 STRINGER / DEPTH 1" NOSING / 2x12 TREAD / / 2x8 STAIR LEDGER CONNECT TO FLOOR TRUSS W/ (2)10d NAILS AT CD 3/4' PLYWD. / 6' O.C. MAX. OR EQUIVALENT " o RISER / PLYWOOD FIRE WOOL 0 ROOF SHEATHING LATEST REVISION DATE TO MASTER: 05-02-11 W LUj n "' 1-#5 BAR CONT. ,., O p �^ TOP CHORD OF BOT CHORD OF 0W p m W F GYPSUM BOARD 2x4 DIAPHRAM BLOCKING 0 24' O.C. NAILER SPECIFICATIONS CONTINUOUS ACROSS 1st (2) TRUSS BAYS coZ CONNECT TO EA. BOTTOM CHORD W/ (4) FOR FASCIA MATERIAL 10d NAILS CALCULATION FOR R -VALUE 'HETA20" STRAP 0 24" O.C. PROVIDE SOLID 2x4 0 BLOCKING BETWEEN TOP & BOT. CHORDS WHERE DRYWALL OVER DBL. 1x2 P.T. STRAP DOES NOT ALIGN W/ TRUSS VERTICAL o 0 --,-8x8x16 2 HR. FIRE -RATED N J � Q moo CONT. ALUM. ¢ w I U VENTED SOFFIT W oZ 20 SYP STUDS AT 16" O.C. 0 8'-1 1/8' WALLS Q 0 M as 7/16" MIN. STRUCTURAL WALL PROVIDE DRAFTSTOPPING TO SEPARATE r AREAS 110 GREATER THAN 500 S.F. X SHEATHING -SEE DETAIL FOR W CONT. 2x4 PLATE REQ'D. NAILING PATTERN F—� 0 U) J 3/4" T&G PLYWOOD FLOOR -NAILED & CONT. 20 TOP RAIL -CONNECT GLUED W/ 8d NAILS AT 12" O.C. IN FIELD TO FLR. TRUSS W/ (4)16d NAILS W AND 6" O.C. AT PANEL EDGES 2X4 WOOD BLOCK BY 0 PROVIDE DRAFTSTOPPING TO SEPARATE TRUSS MANUFACTURER CEILING AREAS NO GREATER THAN 500 S.F. CONT. 2x4 PT BOTTOM RAIL -CONNECT 2 P -ENG TRU ROOF TRUSSES OR 2x RAFTERS CONTINUOUS PVC MID WALL AT 24" O.C.- CONNECT ROOF TRUSSES OR 2x RAFTERS 8d NAILS AT 3" O.C. AT W/ (2)16d MIN. COMMONS "HETA20" AT 24" O.C.- CONNECT SHEATHING EDGES TOE -NAILED TO TOP PLATE /2' GYPSUM BD. W/ (2)16d MIN. COMMONS SEE ROOF PLAN FOR REQ'D. TOE TO TOP PLATE STRAP AT EA. MEMBER AF STAGGER NAILS BTWN. "SP2" AT EA. SINGLE SEE ROOF PLAN FOR REQ'D. -NAILED FILL ALL HOLES W/ NAILS PANEL EDGES STUD TO TOP PLATE & STRAP AT EA. MEMBER ozi ® GARAGE CEILING W/ (TRUSS PARRALLEL TO WALL -STRAP AT NOTES: "DSP" AT EA. DOUBLE TO HEADER FASTEN W/ 5d NAILS AT 4' O.C. LIVING AREA ABOVE) EA. VERT. CHORD (24" O.C. MAX.) 1. NAILHEADS SHALL _ ------ _ NOT PENTRATE THE FACE ---v----_ STUD PANEL EDGE TO TOP PLATE i r� REFER TO HEADER II �tEFER SCHED. FOR SIZES REMAINDER AT 7" O.C. OF THE SHEATHING BY MORE j U SCHED. FOR SIZES "SP2" SIMPSON "DSP" THAN THE NAILHEAD THICKNESS. 1 11 " i it u 2. PROVIDE 1/8 SPACE BETWEEN i ti II " SP2' AT 16" O.C. SIMPSON AT 16" O.C. d SHEATHING PANELS. U U ACROSS HDR. SPAN I ACROSS HDR. SPAN U u I "LSTA24" STRAP AT I "LSTA24" U U HDR. STUD TO BEAM I SIMPSON H i i i i STRAP AT I 1/2" DRYWALL OVER 1x2 P.T. (MIN.) 8d NAILS AT 6" O.C. VERT. I I I (2) STRAPS EA. SIDE HDR. STUD TO BEAM U U AT FIELD STUDS l i i i I WITH (4) OR MORE TRUSSES I o U U 2x STUDS AT I ACROSS OPNG. I o Jul U 16' O.C. 8d NAILS AT 3" O.C. AT i I i OPEN CMU WALL CELLS - REFER TO SHEATHING EDGES W I NO STRAP REQ'D. AT I "LSTA24" STRAP AT HDR. 2x STUDS AT ENERGY CALCULATION FOR R -VALUE STAGGER NAILS BTWN. U U STUD TO PLATE IF I STUD TO RIM BD./BLKG. 16" O.C. PANEL EDGES I I SHEATHING CONT. TO W u FOR OPNGS. > 5'-0" 2x4 OR 2x6 RIM BD. BTWN. II II BOT. OF FLR. TRUSS u I FLR. TRUSSES AT I FLR. TRUSS -- CONNECT TO 8d NAILS AT 3" O.C. HORIZ. I� FLR. TRUSSES AT 2x4 OR 2x6 RIM BD. BTWN. 24" O.C. TRUSS W/ (4)164 NAILS 2x4 ( ) AT 2x SILL PLATE U 24" O.C. TRUSS W/ (4)16d NAILS (2xECT �) (6)16d NAILS (2x6) 8" C.M.U. -T==9 _5 : ' '=r. (6)16d NAILS (2x6) 2x4 P.T. RIM BD. BTWN, CELL AS LOCATED PER PLANS 2x4 BLKG. BTWN. r=-r,T== -r- r- 2x4 BLKG. BTWN. RIM BD. AT ALL i i; i i; i i RIM BD. AT ALL i 2x4 P.T. RIM BD. BTWN. FLR. TRUSS -- CONNECT I SHEATHING EDGES L --L 1— --- Ll—J SHEATHING EDGES ���� ������� FLR. TRUSS -- CONNECT TO TRUSS W/ (4)164 NAILS TO TRUSS W/ (4)16d NAILS DBL, 2x4 SOLID BLKG. PROVIDE DBL. ROW OF 8d NAILS ATJ 8d NAILS AT 3" O.C. HORIZ. ALTERNATE CONT. 2x6 TOP RAIL I.L.O. AT TOP AND BOTTOM RIM BD. DBL. 2x4 SOLID BLKG. BELOW HDR. STUDS OF OPNGS. > 5'-0" STD. WDW. OPNG. o Q J NAILING TO FLR. TRUSS BLKG. BTWN. RAILS OR TRUSS CHORD BELOW HDR. STUDS "HETA20" STRAP AT 24" O.C. MAX. AT EXT. WALL SHEATHING CONC. BLOCK EXT. WALL OF OPNGS. > 5'-0" "HETA20' STRAP AT EA. FLR. TRUSS END CONIC. BLOCK EXT. WALL FLR. TRUSS PERP. TO WALL OR OF0ER'940.0.CATAP09ffLEBDTIMHSS 24" O.C. AT GABLE END TRUSS DETAIL AT 2 -STY. 2 -STY. EXT. FRAME 2 -STY. EXT. FRAME REQUIRED NAILING PATTERN AS NOTED FOR WALL CONNECTOR DETAIL VAPOR BARRIER SHEATHING TO ACT AS UPLIFT LOAD CONNECTOR WALL CONNECTOR DETAIL co FINISH GRADE BETWEEN WALL STUDS AND FLOOR TRUSSES 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 1 1/2" DIAMETER CONT. HANDRAIL TYPICAL SECTION AT HANDRAIL e O� R� fi IV ` 777 t BALUSTER SPACING MUST REJECT 4" DIA. SPHERE 0 UP TO HEIGHT OF 34"- BOTTOM RAIL OR CURB W MUST REJECT 2" DIA. SPHERE z 0 Q J 0 m 0 STAIR TREAD AND RISER CALCULATION Q (2) RISERS + (1) TREAD = 24" (MIN.) TO 25" (MAX.) 63 REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND RISERS I [O HANDRAIL WITH CIRCULAR CROSS SECTION DIAMETER BTWN. 1 1/2" TOTAL STAIR RUN TO 2", OR PROVIDE CROSS SECTION MINIMUM TREAD NOT INCLUDING NOSING) = 9 WIDE OF EQUIVALENT GRASPABILITY 3/4' PLYWOOD PERFORMANCE 2x8 BLOCKING BEHIND HANDRAIL 1" NOSING FLOORING TOP AT 39" ABOVE EDGE OF TREAD o FLOOR TRUSS NOTE: PICKETS SHALL BE PLACED NO , ,�" NAIL (2)2x4 TO "BOTTOM OF GREATER THAN 4' O.C. ' �� / FLOOR TRUSS 12 OR LESS IN ' ' 1x10 STRINGER / DEPTH 1" NOSING / 2x12 TREAD / / 2x8 STAIR LEDGER CONNECT TO FLOOR TRUSS W/ (2)10d NAILS AT CD 3/4' PLYWD. / 6' O.C. MAX. OR EQUIVALENT " o RISER / om / �Q / / / 2x4 P.T. / KICK PLATE TYPICAL ST. SCALE: N.T.S. / CONNECT CARRIAGE TO LEDGER W/ / (2)10d TOE -NAILED COMMONS / STAGGERED EA. SIDE CONNECT PLYWD. RISER TO TREAD WITH (4) 8d NAILS 2x12 CARRIAGE AT SIDES AND CENTER OF STAIRS WITH 2x6 SPACER AT SIDE WALLS CONNECT SPACER TO EA. STUD W/ (2) 10d COMMONS AIR SECTION FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ GALV. METAL NAILS AT 24" O.C. MAX. CONT. 2x6 TOP RAIL- CONNTEC TO FLR. TRUSS W/ (6)16d NAIL`. EXT. SHEATHING NAILING PATTER PROVIDE 8d NAILS AT 3" O.C. (2) ROWS AT 2x6 TOP RAIL (1) ROW AT 2x4 BOT. RAIL CONT. 2x4 BOT. RAIL- CONNECT TO FLR. TRUSS W/ (4)164 NAIL! (2x4 P.T. IF IN CONTACT W/ CO ALTERNATE FLR. TRUSS END RAILS IN LIEU OF 2x4 BLKG. BTWN. RAILS AS PART OF FLR. TRUSS END CONST. ,A,- /-- 20 SYP J2 STUDS 016" O.C. PLYWOOD FIRE WOOL 0 ROOF SHEATHING iU W LUj n "' 1-#5 BAR CONT. ,., O p �^ TOP CHORD OF BOT CHORD OF 0W p m W F GYPSUM BOARD 2x4 DIAPHRAM BLOCKING 0 24' O.C. NAILER SPECIFICATIONS CONTINUOUS ACROSS 1st (2) TRUSS BAYS coZ CONNECT TO EA. BOTTOM CHORD W/ (4) FOR FASCIA MATERIAL 10d NAILS CALCULATION FOR R -VALUE 'HETA20" STRAP 0 24" O.C. PROVIDE SOLID 2x4 ,,\_1/2" BLOCKING BETWEEN TOP & BOT. CHORDS WHERE DRYWALL OVER DBL. 1x2 P.T. STRAP DOES NOT ALIGN W/ TRUSS VERTICAL ALT. LHQ --,-8x8x16 2 HR. FIRE -RATED N J � Q moo CONT. ALUM. ¢ w I O VENTED SOFFIT W oZ 20 SYP STUDS AT 16" O.C. 0 8'-1 1/8' WALLS Q 0 M as 7/16" MIN. STRUCTURAL WALL PROVIDE DRAFTSTOPPING TO SEPARATE r AREAS 110 GREATER THAN 500 S.F. X SHEATHING -SEE DETAIL FOR CONT. 2x4 PLATE REQ'D. NAILING PATTERN F—� 0 U) om / �Q / / / 2x4 P.T. / KICK PLATE TYPICAL ST. SCALE: N.T.S. / CONNECT CARRIAGE TO LEDGER W/ / (2)10d TOE -NAILED COMMONS / STAGGERED EA. SIDE CONNECT PLYWD. RISER TO TREAD WITH (4) 8d NAILS 2x12 CARRIAGE AT SIDES AND CENTER OF STAIRS WITH 2x6 SPACER AT SIDE WALLS CONNECT SPACER TO EA. STUD W/ (2) 10d COMMONS AIR SECTION FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ GALV. METAL NAILS AT 24" O.C. MAX. CONT. 2x6 TOP RAIL- CONNTEC TO FLR. TRUSS W/ (6)16d NAIL`. EXT. SHEATHING NAILING PATTER PROVIDE 8d NAILS AT 3" O.C. (2) ROWS AT 2x6 TOP RAIL (1) ROW AT 2x4 BOT. RAIL CONT. 2x4 BOT. RAIL- CONNECT TO FLR. TRUSS W/ (4)164 NAIL! (2x4 P.T. IF IN CONTACT W/ CO ALTERNATE FLR. TRUSS END RAILS IN LIEU OF 2x4 BLKG. BTWN. RAILS AS PART OF FLR. TRUSS END CONST. ,A,- /-- 20 SYP J2 STUDS 016" O.C. SHINGLES (ATTACH W/ GALV. METAL ROOFING NAILS 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 7/16' SPAN RATED STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE-ENG'RED ROOF TRUSSES AT 24" O.C. HURR. STRAP AT EA. TRUSS 12 SEE ROOF PLAN PER F— CONT. 2x4 DBL. PLATE W/ ELEV. SIMPSON SP2 AT EA. STUD R-38 INSULATION 1/2" GYPSUM BD. 4'-0" It DRIP EDGE 12' DIAPHRAM AREA 41 OVER FASCIA FASTEN W/ 5d NAILS AT 4" O.C. REMAINDER AT 7" O.C. PLYWOOD FIRE WOOL 0 ROOF SHEATHING 0R PRE-ENG'D. FLOOR FASCIA MATERIAL - ['40" TRUSSES 0 24' O.C. 7/16" MIN. STRUCTURAL WALL 1-#5 BAR CONT. ,., SHEATHING o' 0 U Q = V TOP CHORD OF BOT CHORD OF REFER TO SUBD. FLOOR TRUSS FLOOR TRUSS I O �Z F GYPSUM BOARD 2x4 DIAPHRAM BLOCKING 0 24' O.C. NAILER SPECIFICATIONS CONTINUOUS ACROSS 1st (2) TRUSS BAYS FOAM CORE FILL INSULATION IN ALL OPEN CONNECT TO EA. BOTTOM CHORD W/ (4) FOR FASCIA MATERIAL 10d NAILS CALCULATION FOR R -VALUE 'HETA20" STRAP 0 24" O.C. PROVIDE SOLID 2x4 ,,\_1/2" BLOCKING BETWEEN TOP & BOT. CHORDS WHERE DRYWALL OVER DBL. 1x2 P.T. STRAP DOES NOT ALIGN W/ TRUSS VERTICAL ALT. DETAIL @ FLOOR TRUSS --,-8x8x16 2 HR. FIRE -RATED PARALLEL TO WALL SHINGLES (ATTACH W/ GALV. METAL ROOFING NAILS 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 7/16' SPAN RATED STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE-ENG'RED ROOF TRUSSES AT 24" O.C. HURR. STRAP AT EA. TRUSS 12 SEE ROOF PLAN PER F— CONT. 2x4 DBL. PLATE W/ ELEV. SIMPSON SP2 AT EA. STUD R-38 INSULATION 1/2" GYPSUM BD. 4'-0" It DRIP EDGE 12' DIAPHRAM AREA 41 OVER FASCIA FASTEN W/ 5d NAILS AT 4" O.C. REMAINDER AT 7" O.C. 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 FTRUSSES AT 24" O.C. RAKE TIE BEAM W/ (1) #5 CONT Y MAINTAIN 2' CLEARANCE TO REBAR FROM TOP OF BEAM SINGLE 8x8x16 CONC. KNOCKOUT BLK. COURSE - FILL W1 CONC. AND 1-#5 BAKK CONT. c' I U co O Y o 00 0 CL - o _ cl- 2x6 CONT. P.T. W/ (1) ROWS OF 1/4'x 2-3/4" TAPCONS AT Z 12" O.C.- STAGGERED 3/4' PLYWOOD DECKING DOUBLE 8x8x16 CONIC. FIRE WOOL 0 ROOF SHEATHING KNOCKOUT BLK. COURSE FASCIA MATERIAL - - FILL W/ CONC. AND a J JOINT 1-#5 BAR CONT. ,., 2x4/2x6 SUBFASCIA o' 0 U Q = V U 0 m REFER TO SUBD. :- Y I O �Z U O X SPECIFICATIONS co 0 FOAM CORE FILL INSULATION IN ALL OPEN 0 FOR FASCIA MATERIAL w CALCULATION FOR R -VALUE O ,,\_1/2" O DRYWALL OVER DBL. 1x2 P.T. R-11 MIN. INSULATION - AT 24' O.C. (MAX.) --,-8x8x16 2 HR. FIRE -RATED REFER TO ENERGY CALCULATION CMU WALL �z FOR REQUIRED INSULATION R -VALUE CONT. ALUM. Q DDOWEL AND TOP COURSE REBAR AT VENTED SOFFIT W AS LOCATED PER PLANS 20 SYP STUDS AT 16" O.C. 0 8'-1 1/8' WALLS 7/8" THK. CEMENT PLASTER OVER 0 GLUED W/ 8d NAILS AT 12' O.C. IN FIELD 2X6 SPF STUDS AT 16' O.C. 0 WALLS > 8'-1 1/8" H. 7/16" MIN. STRUCTURAL WALL PROVIDE DRAFTSTOPPING TO SEPARATE r AREAS 110 GREATER THAN 500 S.F. CEILING SHEATHING -SEE DETAIL FOR CONT. 2x4 PLATE REQ'D. NAILING PATTERN F—� 0 U) J 3/4" T&G PLYWOOD FLOOR -NAILED & CONT. 20 TOP RAIL -CONNECT GLUED W/ 8d NAILS AT 12" O.C. IN FIELD TO FLR. TRUSS W/ (4)16d NAILS AND 6" O.C. AT PANEL EDGES 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)16d NAILS P -ENG TRU S CONTINUOUS PVC MID WALL 24" O.C. STUCCO WEEP SCREED "HETA20" /2' GYPSUM BD. SIMPSON AT EA. TRUSS1 AF 4'-0" (5/8" TYPE "X" GYP. BD. FILL ALL HOLES W/ NAILS DIAPHRAM AREA ® GARAGE CEILING W/ (TRUSS PARRALLEL TO WALL -STRAP AT FASTEN W/ 5d NAILS AT 4' O.C. LIVING AREA ABOVE) EA. VERT. CHORD (24" O.C. MAX.) K K REMAINDER AT 7" O.C. 8x8x16 CONIC. KNOCKOUT BLK. TOP COURSE -FILL W/ CONIC. PRE-ENG'RED. PRECAST CONIC. LINTEL AND 1-#5 BAR CONT. d ABV. TYP. WDW. AND DOOR OPNGS. SEE PLANS FOR LOCATIONS AND TYPES 1/2" DRYWALL OVER 1x2 P.T. (MIN.) Z AT 24 O.C. (MAX.) o CORE -FILL 500 FOAM INSULATION IN ALL o K A OPEN CMU WALL CELLS - REFER TO ENERGY CALCULATION FOR R -VALUE #5 VERT. BAR TIED INTO #5 BAR 1/2" EXTERIOR PORTLAND DOWEL AND TOP COURSE REBAR CEMENT PLASTER OVER AT EA. REINF. CONIC. FILLED BLOCK 8" C.M.U. CELL AS LOCATED PER PLANS K PRECAST WDW. SILL - TYP. AT STD. WDW. OPNG. o Q J 4" 3 1/2" MIN. CONC. SLAB (2500 PSI) FIBERMESH MIN.W/ OR 6x6 10/10 WWM [OVER VAPOR BARRIER co FINISH GRADE CLEAN COMPACTED N Z ° EARTH FILL #5 BAR DOWEL TIED TO FTG. REBAR AT EA. MONOLITHIC SLAB EDGE 20' REINF. FILLED CELL AS FOOTING PER SLAB PLAN LOCATED PER SLAB PLAN MIN. TYP. EXT. 2 -STORY WALL SECTION SCALE: 1/2"=l' -O" 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 FTRUSSES AT 24" O.C. RAKE TIE BEAM W/ (1) #5 CONT Y MAINTAIN 2' CLEARANCE TO REBAR FROM TOP OF BEAM SINGLE 8x8x16 CONC. KNOCKOUT BLK. COURSE - FILL W1 CONC. AND 1-#5 BAKK CONT. c' I U co O Y o 00 0 CL - o _ cl- 2x6 CONT. P.T. W/ (1) ROWS OF 1/4'x 2-3/4" TAPCONS AT Z 12" O.C.- STAGGERED 3/4' PLYWOOD DECKING PROVIDE CONT. FIRE CAULK OR DOUBLE 8x8x16 CONIC. FIRE WOOL 0 ROOF SHEATHING KNOCKOUT BLK. COURSE AND RAKE BEAM CONSTRUCTION - FILL W/ CONC. AND a J JOINT 1-#5 BAR CONT. ,., o' 0 U Q = V U 0 m coo :- Y I O �Z U O X 1/2' GYPSUM BD, R-38 co 0 FOAM CORE FILL INSULATION IN ALL OPEN 0 PROVIDE CONT. FIRE CAULK OR —KAUinn i FIRE WOOL 0 ROOF SHEATHING BARRIER AND RAKE BEAM CONSTRUCTION W tfl�W, a J JOINT Z _ c v Q = V PRE-ENGINEERED >> ROOF TRUSSES km AT 24" O.C. 1/2' GYPSUM BD, R-38 INSULATION FOAM CORE FILL INSULATION IN ALL OPEN U� CMU WALL CELLS - REFER TO ENERGY w CALCULATION FOR R -VALUE O ,,\_1/2" O DRYWALL OVER DBL. 1x2 P.T. �z AT 24' O.C. (MAX.) --,-8x8x16 2 HR. FIRE -RATED CMU WALL �z #5 VERT. BAR TIED INTO #5 BAR Q DDOWEL AND TOP COURSE REBAR AT EA. REINF, CONC. FILLED BLOCK CELL W AS LOCATED PER PLANS 3/4' T&G PLYWOOD FLOOR -NAILED & 0 GLUED W/ 8d NAILS AT 12' O.C. IN FIELD AND 6" O.C. AT PANEL EDGES PROVIDE DRAFTSTOPPING TO SEPARATE r AREAS 110 GREATER THAN 500 S.F. CEILING CPRE-ENG'RED. FLR. TRUSSES AT 24" O.C. (MAX.) STAGGERED BTWN. AD . UNITS 1/2' GYPSUM BD. CORE -FILL 500 FOAM INSULATION IN ALL OPEN CMU WALL CELLS 1/2" DRYWALL OVER DBL. 1x2 P.T, (MIN.) AT 24" O.C. (MAX.) 8x8x16 2 HR. FIRE -RATED CMU WALL T5 VERT. BAR TIED INTO 5 BAR OWEL AND TOP COURSE EBAR AT EA. REINF. CONC. FILLED BLOCK CELL AS LOCATED PER PLANS Q 3 1/2" MIN. CONC. SLAB N (2500 PSI) W/ FIBERMESH OR 6x6 10 10 WN OVER VAPOR BA RIER CLEAN COMPACTED EARTH FILL MONOLITHIC SLAB FOOTING PER SLAB PLAN 2'-0' TYP. UNIT SEPARATION WALL SECTION AT ROOF D 3 TRUSS PARRELLEL TO FRAME WALL SCALE: 1/2'=l'—O" DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE 'ER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/ HOMES FOR CLARIFICATION! I D3 M/I ORLANDO O -4"'ob a� U o°Oo W tfl�W, taw Z _ c v Q = V Q W o c N >> J Z M J i `] C> J � LL.w N � Q Q U� w LL O O �z � �z Q O W DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE 'ER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/ HOMES FOR CLARIFICATION! I D3 M/I ORLANDO O -4"'ob a� U o°Oo W tfl�W, taw O _ c v Q = V Q W o c N >> J Z M J i `] C> J � LL.w N � � a Q � DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE 'ER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/ HOMES FOR CLARIFICATION! I D3 M/I ORLANDO o O 1 � O W LL � J Q W 0 W F—� 0 U) J Cid DO NOT SCALE PRINTS! CONSTRUCTION SHALL BE 'ER INDICATED DIMENSIONS ONLY, ANY DISCREPENCIES TO BE REPORTED TO M/ HOMES FOR CLARIFICATION! I D3 M/I ORLANDO Serx * .lam Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey 25'Landscape Buffer Temporary Benchmark Tract 'A" (assumed datum) sow Tract 'A" CIL Centerline Rivsn law Townhanes P.B. 74 Pages 46-6x? Central or (Delta) Angle CALC N 89°58'13"E oLot Chord Beanng -„ Chard 17]00 0 ' 0 14.5 o EL. orELEV Elevation (Proposed) in r Elevation (Measured) flL }as w 'mr Fin.Fl, Elev. Finished Floor Elevation ? ¢ P,a,�ra, PM+csfar TiaNar PI*X*kn Riverview — 64 nit Townh a 49.33'D I 136.00'W Laftlan C V q LB g = s Finished F Elev.: 24 7 ak Lot 178 St APLot 179 Lot 180 Lot 181 Lot 182 Lot 163 4.9 y -X—X- Fence symbol (see drawing) Lot 184 .ir.r31 P 01 _ f4. f3„ 11.9y y 2 3 4 v11W r w N89°58`13"E 165.01' _ 384.61 GLEL:1'> PSP N 89°58'13" E 509.44 CIL River Landing Drive (34` R/W) Tract "B"Access Riverview Townhomes P.B. 74 Pages 4653 LEGAL DESCRIPTION Lots 179, 180, 181, 182, 183, 184, "Riverview Townhomes Phase if" according to the plat thereof as recorded in plat book 75 at page(,) 51-58 of the public records of Seminole County, Florida. FLOOD HAZ4RD DATA: The parcel shown hereon lies within Flood Zone 7C" according to the Flood Insurance Rate Map community panel number 120294 006OF dated 9128/2007. Flood Zone determination was penbrmed bygrephic plotting from Flood Insurance Rate Meps provided by FEMA. No field surveying was performed by this firm to determine this zone. The exact zone location can Dilly be determined by an elevation study. We assume no responsibility for actual flooding conditions. General Notes: P�oPOs6D . 1. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights-of-way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7, Platted and measured distances and directions are the same unless otherwise noted. 8. Copies of this Survey may be made for the original transaction only, • Denotes W iron rod with plastic cap marked LB4937, or 3f" iron rod with red plastic cap marked "Witness Comer, unless otherwise noted. O Denotes P.C.P, (Permanent control point) ■ Denotes Permanent Reference Monument ® 2011 Herx & Associates inc. All rights reserved Cadificedon: Not valid without ifte slij arsenod the original of a Florida licensed Surveyor and Map y meets the requirements a�+� ride Mim um Techs Standards*contained in Chaptai SJ-}7CFla a Adm' istrativa C wifiam A. Herx, RLS. Ffon'da Registered La Derae L Pnemieniecki, P. S. M. Registered SyrA Herx & Associates Inc., State of Florida LB 4937 SETBACKS: Front. • 21.5' Side : 7.17" Rear: 4.5' BEARING BASE. The bearings shown hereon are based upon the eastern plat boundary as being N00'1000"W Verrical datum is based on engineering plans as provided by the talent prepared by Evans Engineering, Inc., Job # 12001. Legend ® Temporary Benchmark Lot 188 (assumed datum) sow Lot 187 CIL Centerline A Central or (Delta) Angle CALC Calculated oLot Chord Beanng 186 Chard C.M. Concrete Monument EL. orELEV Elevation (Proposed) a Elevation (Measured) V Found Fin.Fl, Elev. Finished Floor Elevation I.P. Lot 185 I.R. Iron Rod L V LB Licensed Business LS. Land Surveyor Mea Measured N/D(N&D) Nall and Disk N.R. Not Radial Fence symbol (see drawing) -X—X- Fence symbol (see drawing) M Maybeck Court ` 124.83 PCP BEARING BASE. The bearings shown hereon are based upon the eastern plat boundary as being N00'1000"W Verrical datum is based on engineering plans as provided by the talent prepared by Evans Engineering, Inc., Job # 12001. Legend ® Temporary Benchmark O.R.B. (assumed datum) sow Back of sidewalk CIL Centerline A Central or (Delta) Angle CALC Calculated Cs Chord Beanng Co Chard C.M. Concrete Monument EL. orELEV Elevation (Proposed) FINAL EL. Elevation (Measured) FD. Found Fin.Fl, Elev. Finished Floor Elevation I.P. Iron Pipe I.R. Iron Rod L Aro Length LB Licensed Business LS. Land Surveyor Mea Measured N/D(N&D) Nall and Disk N.R. Not Radial Sketch of Legal Description No. 3162 This is Not a Survey Mapper No, 6030 O/S offset O.R.B. Official Records Book PS Plat Book PC Point of Curvature PCc. Point of Compound Curvature P.C.P. Permanent Control Point PG. Page P.R.M. Permanent Reference Monument P2 Property Line P.O.B. Point of Beginning P.O.C. Point of Commencement P.I. Pant of intersection PRC. Point of Reverse Curvature PT Point of Tangency R Radius RAD Radial Line RES. Residence R/w Right-of-way TBM Temporary Benchmark TYP. rypicel Fence symbol (see drawing) -X—X- Fence symbol (see drawing) Drawn by: CM Checked by: DLP Pnpanrd for. Mil Homes Job Number.• 07-00'"f Scale: 1" - 40' Plot Plan Performed: 05.10-11 Foundation Survey. Final Survey.- Revisions: urvey.Revisions: f 14