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HomeMy WebLinkAbout3701 Saltmarsh Lp 17-1275 (a)GENERAL FOUNDATION NOTES: - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. - SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TYP STOOP AT INSWING/SLIDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2014 FLORIDA RESIDENTIAL BUILDING CODE SECTION R311.3.) PROVIDE A SLIP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC, REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE SLAB PLAN _ 'U' 1 1/4" = V-0" AT 221PX34" LAYOUT 1/8'= V-0" AT 11" X 17" LAYUU I ow A] + LU W .�.j,.+ 0 T ISSUE DATE: 06.01.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: 1*440 IN- b G.6 CE OldTM � MULHERN+KULP 7824 �,;* Z Z a J residential structural engineering � 20 South Maple Street, Suite 150 • Ambler, PA 19002 S p •, TE OF ,- p215.646.8001 • mulhemkulp.com �iF�`, TQC OR - a M Ku t'fl'p r,� Vh has not revlevred an oth r i of We ➢ �� eeYY �� ddllh�er dlsdpllnes: SLAB PLAN _ 'U' 1 1/4" = V-0" AT 221PX34" LAYOUT 1/8'= V-0" AT 11" X 17" LAYUU I ow A] + LU W .�.j,.+ 0 T ISSUE DATE: 06.01.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: 1*440 IN- b 00 OldTM � Z Z a J Q a m J a a J N LOT__ 130 SHEET N0: FL A0.1.2 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER 8" CMU WALL W/ 2X WOOD FURRING STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHA BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOLID CORE DOOR OR APPROVED 20 MINU RATED DOOR 4 WATER HEATER ON 18" HIGH PLATFORM 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". FIRE RATED ACCESS AS NOTED. 13 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED 16 1 SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV, VENT PER MANUFACTURER'S WRITTEN INSTRUCTION 3 VERIFY- LOCATIC IN FIELD 31-0"X3'-0" C NC, PAD, VERIF IN FIELD 3'-011X3'-0" CONC. PAD, VERIF IN FIELD + W J o T ISSUE DATE: 06.01.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: r*, \\\\%I,... I'll//// \\\ g G. FR�� i/i N a MULHERN+KULP = ;� 77824 •`, T a residential structural engineering 1= 20 South Maple Street, Suite 150 • Ambler, PA 19002 �• TE OF ; 4 i p • P215.646.8001 • mulhemkulAcom ��/ '��: OR Q J LL J Mulhem+Ku Is @trr��qu lsn' has not reviewed am od e i I edtd other d sdollnes. VERIFY- LOCATIC IN FIELD 31-0"X3'-0" C NC, PAD, VERIF IN FIELD 3'-011X3'-0" CONC. PAD, VERIF IN FIELD + W J o T ISSUE DATE: 06.01.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: r*, 5 N a 00 2'-0" 16-0" 2'-0" T a SHEET N0: 1= Z °o Q J LL J v FIL A a LOT 130 FIRST FLOOR PVENEER,SEE 5'-8" 2'-0" 16-0" 2'-0" ADHEERED STONE EXTERIOR ELEV SHEET N0: 201-011 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUTA.39'-0" FIL A flp w3 MULHERN+KULP =*: 824 ,* CZ residential structural engineering ,A_ 1, gTEOF I� �\. � W 20 South Maple Street, Suite 150 • Ambler, PA 19002 ��.c�•,,� 0 '� P \ p215.646.8001 • mulhemkulpxom �j �+ ? C� aararw� 0 Mulhern+Hulp&�rg4lgtvydhl,plpn;fo, r my and has not reviewed any otfrer7 da a41bn4e�atM io other dlsdplines, r�M W ISSUE DATE: 06.01.17 FOR REVIEW REVISIONS: 12 sC% N 12 �5 These drawings are the property of Starlight Homes and are not to be i �_ ROOF TRUSSES PER utilized for construction, 7 STRUCTURAL ENGINEER or copied in part or in LU 0 1ST FLOOR T.O.B. — — — —� whole without permission — from the builder. 0 2016 Starlight Homes 1ST FL. WDW. HT. r, — �' OFFICE E 5 OFFICE 4�`, WIC M. BA ,'� OFFICE 3 LAST REVISION LAST SAVED BY: — — — — — — —I \J I L' I U `Ul I \J 1 1 ST FLOOR FIN. FLR. I_ I BUILDING SECTION 1 1/4" = 1'-0" FAT 1/8"= V-0" FAT X 17" LAYOUT N CO cn r- z O Z v a W oi. LOT 130 SHEET N0: FL A4ml ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE 2014 FLORIDA RESIDENTIAL CODE SECTION 312.2. NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS -WINDOW HEAD HEIGHTS: 1ST FLOOR = 8'-0" U.N.O. ON ELEVATIONS 2ND FLOOR = 7'-0" U.N.O. ON ELEVATIONS 3RD FLOOR = 7'-0" U.N.O. ON ELEVATIONS. -ROOFING: PITCHED SHINGLES PER BUILDER. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS SHOWN ON THE EXTERIOR ELEVATIONS -ENTRY DOOR: AS SELECTED BY BUILDER -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. �r ~ STONE WATER TABLE E1 r T W 0 0 cc T ELEVATION KEYNOTE LEGEND E1 ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E16 1 X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 I STUCCO SMOOTH SAND FINISH U.N.O. 61' E19 SMOOTH E22 •- E19SMOOTH r 4' 12 5� ..,' fes,, e-� �l` � �._ � • •�r.. �,y:m::. � t .��n"w' , 12"X2 4" r_ W _'q� - 3qla �qo_�ii W, MW M 91. me INIEN FEW [:1 1ST FLOOR T.O.B. 1 ST FL. WDW. HT. SMOOTH COACH LIGHT PER BUILDER STONE WATER TABLE ............. 17 1 . I El JL11 F] 171 L _ _ 1 ST FLOOR FIN. FLR. FRONT ELEVATION'Ul- &1 /4" = V-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT 1ST FLOOR T.O._ _B, 51 1 ST FL. WDW. HT. STONE WATER TABLE 1 ST FLOOR FIN. FLR. LEFT ELEVATIONU 3 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17"LAYOUT 12 12 V N 5 7 ' J RIGHT ELEVATION'U....- 4' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 1ST FLOOR T.O.B. 1 ST FL. WDW. HT. 1ST FLOOR 611 FASCIA E16 LL REAR ELEVATIONU 1/4" = V-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT _1 ST FLOOR T.O.. V _1 ST FL. WDW. HT. I1 1ST FLOOR FIN. FLR. _ n ISSUE DATE: 06.01.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: r*ft N 00 T b M, v, Z O Z a J a Q W W LOT 130 SHEET N0: FL A5.3 1/150 RATIO: XoNil III/// AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET FREE NET FREE VENTILATION OF THE VENT PRODUCT CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 WHEN SELECTED BY OWNER. VERIFY WITH A VAPOR BARRIER IS HAVING A TRANSMISSION RATE NOT MULHERN+KULP = 77824 SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL *, BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE residential structural en144gineering VENTILATION OF THE VENT PRODUCT SELECTED BY OWNER. 1han VERIFY WITH MANUFACTURER OF HIGH AND LOW VENTS TO 20 South Maple Street, Suite 150 • Ambler, PA 19002 �••• TE OF Q •. p215.646.8001 • mulhemkulp.com �'i '�F • . !cC O R 10 P, ' HAVE OPENINGS BETWEEN THE ADJACENT OBSTRUCT FREE AIR MOVEMENT AS REQUIRED BY THE ATTICS IN THE ROOF SHEATHING (AS ALLOWED BUILDING OFFICIAL. BY THE STRUCTURAL ENGINEER) TO ALLOW Mulhem + Kulp ha plan �cgirtE dnot THE TWO OR ISOLATED ATTIC SPACES SHALL BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATHING reviewed any other In tl n e too er dlsdpNn REQUIREMENTS. 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET FREE NET FREE VENTILATION OF THE VENT PRODUCT CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 WHEN SELECTED BY OWNER. VERIFY WITH A VAPOR BARRIER IS HAVING A TRANSMISSION RATE NOT MANUFACTURER OF HIGH AND LOW VENTS TO EXCEEDING I -PERM INSTALLED ON THE WARM -IN -WINTER BE USED FOR MINIMUM CALCULATED VENTS SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL 0J BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE SUCH THAT INSULATION DOES NOT OBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY OWNER. FREE AIR MOVEMENT AS REQUIRED BY THE VERIFY WITH MANUFACTURER OF HIGH AND LOW VENTS TO BUILDING OFFICIAL. BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE REQUIRED VENTILATION SHALL BE MAINTAINED. PROVIDE ALL OVERLAP FRAMED ROOF AREAS SHALL INSULATION STOP SUCH THAT INSULATION DOES NOT HAVE OPENINGS BETWEEN THE ADJACENT OBSTRUCT FREE AIR MOVEMENT AS REQUIRED BY THE ATTICS IN THE ROOF SHEATHING (AS ALLOWED BUILDING OFFICIAL. BY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS THE TWO OR ISOLATED ATTIC SPACES SHALL BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATHING BE VENTED INDEPENDENTLY TO CBC (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW REQUIREMENTS. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED INDEPENDENTLY PER DEVELOPER, AT ALL CANTILEVERED TO MEET 2014 FLORIDA BUILDING CODES, FLOORS, CANTILEVERED ARCHITECTURAL POP - OUTS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED ARCHITECTURAL POP -OUTS, AND ANY THE VENTING CALCULATIONS SHOWN ABOVE, DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED PROVIDE A CONTINUOUS 2" CORROSION FROM THE VENTING CALCULATIONS SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2" CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: 0 ALL ROOF DRAINAGE SHALL BE PIPED TO 0 TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS STREET OR APPROVED DRAINAGE FACILITY. AND SHOP DRAWING TO THE BUILDER'S GENERAL 0 DASHED LINES INDICATE WALL BELOW. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW 0 LOCATE GUTTER AND DOWNSPOUTS PER PRIOR TO FABRICATIONS. BUILDER. 0 ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM 0 PITCHED ROOFS AS NOTED. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. ROOF VENT CALL. ELEV. 'U' Name I Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 12382 SF 1571.56 int 1143.12 inz I I I I ''I III' i III 11 41 1'. EAVE V) + U1 J 0 Oct 1 -- ISSUE DATE: 06.01.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: LOT 1301 SHEET N0: FL A5.3.1 r Z a Z a Q LL O 0J am LOT 1301 SHEET N0: FL A5.3.1 Z 0 w J cr Z_ X 0 Z LL 2 STANDARD ELECTRICAL BOX HEIGHTS 30" HIGH VANITY CABINET m O cc LL O 0 W 0 M (V LU m O W w w m Z U LL_ r C7 C7 � = J LL CI) 0 F O m I'III dlliVIII SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS NOTES: PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS, UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROIVIDE BATTERY BACKUP. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PI S, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. LEGEND: �} CH CHIMES DUPLEX OUTLET LIGHT FIXTURE INCANDESCENT PUSHBUTTON SWITCH t� wPrGFI WEATHERPROOF GFI DUPLEX OUTLET 110V SMOKE DETECTOI WALL MOUNTED INCANDESCENT HARDWIRED AND INTEI GFI GROUND -FAULT CIRCUIT-INTERRUPTEF LIGHT FIXTURE CONNECTED W/ BATTE BACK UP DUPLEX OUTLET RECESSED INCANDESCENT LIGHT FIXTUR DWIRED�ND INTEI HALF -SWITCHED DUPLEX OUTLET (VP) =VAPOR PROOF H CAR co CONNECTED W/BATTE ENT TO EXTERIOR) BACK-UP EXHAUST FAN (V --v 220 VOLT OUTLET 0 O THERMOSTAT REINFORCED JUNCTION BOX EXHAUST FAN/LIGHT COMBINATION PH TELEPHONE (VENT TO EXTERIOR) ry TELEVISION WALL SWITCH THREE-WAY SWITCH FLUORESCENT LIGHT FIXTURE ELECTRIC METER B L� ELECTRIC PANEL 4 FOUR-WAY SWITCH TECH HUB SYSTEM lig DISCONNECT SWITCH Z U F_ - w J CC w W (PROVIDE ADEQUATE SUPPORT) N w CEILING FAN WITH INCANDESCEI T LIGHT FIXTURE CC o= (PROVIDE ADEQUATE SUPPORT) LL GAS SUPPLY WITH VALVE — - } HOSE BIBB HB N co W ILL WALL SCONCE J ZLU W J � w = R wIn Q Q =o Zo m H In Q P 0Z m a 0 o JU Z Oz m � O 4 cc 0 -, Z wm 00 w a U 4 0� �, = Z 0 O m mO m r� w Z~00 o a = 0 rr m < H a 0 OUj cc S2 STANDARD ELECTRICAL BOX HEIGHTS 30" HIGH VANITY CABINET m O cc LL O 0 W 0 M (V LU m O W w w m Z U LL_ r C7 C7 � = J LL CI) 0 F O m I'III dlliVIII SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS NOTES: PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS, UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROIVIDE BATTERY BACKUP. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PI S, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. LEGEND: �} CH CHIMES DUPLEX OUTLET LIGHT FIXTURE INCANDESCENT PUSHBUTTON SWITCH t� wPrGFI WEATHERPROOF GFI DUPLEX OUTLET 110V SMOKE DETECTOI WALL MOUNTED INCANDESCENT HARDWIRED AND INTEI GFI GROUND -FAULT CIRCUIT-INTERRUPTEF LIGHT FIXTURE CONNECTED W/ BATTE BACK UP DUPLEX OUTLET RECESSED INCANDESCENT LIGHT FIXTUR DWIRED�ND INTEI HALF -SWITCHED DUPLEX OUTLET (VP) =VAPOR PROOF H CAR co CONNECTED W/BATTE ENT TO EXTERIOR) BACK-UP EXHAUST FAN (V --v 220 VOLT OUTLET 0 O THERMOSTAT REINFORCED JUNCTION BOX EXHAUST FAN/LIGHT COMBINATION PH TELEPHONE (VENT TO EXTERIOR) ry TELEVISION WALL SWITCH THREE-WAY SWITCH FLUORESCENT LIGHT FIXTURE ELECTRIC METER B L� ELECTRIC PANEL 4 FOUR-WAY SWITCH TECH HUB SYSTEM lig DISCONNECT SWITCH VERIFY — LOCATION IN FIELD CV C') 0 i� 0 m a W A/C DISCONNECT TELEPHONE/ TELEVISION SERVICE BOX SERVICE PANEL/ ELECTRIC METER (200 AMP) PM7 0 M a W 3'-0 1/2" 3'-4" 3'-4" 6-3 1/211 3'-4" 314" FV H i �P/GFI EQ 3'-6" 3'-6" EQ I I I I II I I I I GALLERY I I DINING I OFFICE 11 0 CLG. 9'4" CLG. __— --- 117/" I 771 - — - — - 6-9 1/411 O 6-211/4" i...�I GI CE FI[f 4'-81/2" I I (l dFl FI 22�.,_ __...... I i M. DA ( I — , �I M i > ;n. I W QFl r� OFFICE �_. !�> M FI 9'-4" CLG. Q E I I I 3'-3" % SD KITCHEN GFI Ij I 9'-4" L.G. .,., 1 EQ 4'-9" EQ 4 -8 1/2" 4'- 3/4" i 1 I E DYER Zo -�,�-- - - --� 11 "-0" CLG. W f N' ( EQ I 3'-0" 3'-0" I EQ %- o CV T �- OFFICE '1 9'-4" CLG. I I I I I I EQ 3'-0" 3'-0" EQ HB SERVICE PANEL WH FZ CL 1 OFFICIO 5 I I I NJ - 1 I I EQ 7'-6" 7'-6" E a W 0 d' a W U_ iY) N CV T UW' CZ N - W 0 ISSUE DATE: 06.01.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder, © 2016 Starlight Homes LAST REVISION LAST SAVED BY: Z CEILING FAN //0\\ V v (PROVIDE ADEQUATE SUPPORT) N w CEILING FAN WITH INCANDESCEI T LIGHT FIXTURE // \\ (PROVIDE ADEQUATE SUPPORT) h--- (� GAS SUPPLY WITH VALVE — - } HOSE BIBB HB N 1/4" WATER STUB OUT ILL WALL SCONCE VERIFY — LOCATION IN FIELD CV C') 0 i� 0 m a W A/C DISCONNECT TELEPHONE/ TELEVISION SERVICE BOX SERVICE PANEL/ ELECTRIC METER (200 AMP) PM7 0 M a W 3'-0 1/2" 3'-4" 3'-4" 6-3 1/211 3'-4" 314" FV H i �P/GFI EQ 3'-6" 3'-6" EQ I I I I II I I I I GALLERY I I DINING I OFFICE 11 0 CLG. 9'4" CLG. __— --- 117/" I 771 - — - — - 6-9 1/411 O 6-211/4" i...�I GI CE FI[f 4'-81/2" I I (l dFl FI 22�.,_ __...... I i M. DA ( I — , �I M i > ;n. I W QFl r� OFFICE �_. !�> M FI 9'-4" CLG. Q E I I I 3'-3" % SD KITCHEN GFI Ij I 9'-4" L.G. .,., 1 EQ 4'-9" EQ 4 -8 1/2" 4'- 3/4" i 1 I E DYER Zo -�,�-- - - --� 11 "-0" CLG. W f N' ( EQ I 3'-0" 3'-0" I EQ %- o CV T �- OFFICE '1 9'-4" CLG. I I I I I I EQ 3'-0" 3'-0" EQ HB SERVICE PANEL WH FZ CL 1 OFFICIO 5 I I I NJ - 1 I I EQ 7'-6" 7'-6" E a W 0 d' a W U_ iY) N CV T UW' CZ N - W 0 ISSUE DATE: 06.01.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder, © 2016 Starlight Homes LAST REVISION LAST SAVED BY: LOT 130 SHEET NO: FIRST. FLOOR UTILITY PLAN Z a I` a N w >- J T H Z Q o o � LL a N ILL LOT 130 SHEET NO: FIRST. FLOOR UTILITY PLAN GONNrEGT I ON SP5C I F I GAT I ONS (TYP. DE5GRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO J015T/BLK'6. (3) NAILS 0 4" o.c. (3) NAILS o 4" O.C. STUD TO 50LE PLATE (2) TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 72U N -Al L5 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS o 24" 0.6, NAILS o 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.c. TOP PLATE LAP SPLIGE 1 NAIL5 IN LAPPED AREA 11 NAIL5 IN LAPPED AREA TE LAP o CORNERS 4 TIN6 WALLS (2) NAILS (2) NAILS 113 I5 AN AGGEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGING OR NUMBER OF NAILS. GEPTABLE WHERE * ARE SHOWN) L Window � Door U timate Wind Pre55ure5 140 MPH Wind Zone Exioo5ure G OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +411 P5F/-41.3 P5F +41.1 P5F/-41.3 P5F 16 Garage Door +40.1 P5F/-44.6 P5F +40.1 P5F/-44.6 P5F 10 SOFT. +48.0 P5F/-52.0 P5F +48.0 P5F/-64.2 P5F 20 SOFT. +45.8 P5F/-4q.q P5F +45.8 P5F/-51.8 P5F 50 SOFT. +43.0 P5F/-41.1 P5F +43.0 P5F/-54.1 P5F 100 SOFT. +40.6 P5F/-44.1 P51F +40.8 P5F/-41.1 P5F 500 SOFT. +35.8 P5F/-31.8 P5F +35.8 P5F/-31.8 P5F (DEnd Zone 15 defined a5 the Smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here are ultimate pressures and are permitted to be reduced per A5GE 1-10 section 2.4.1 to get an equivalent allowable load pressure. Multiply ultimate pressures by a factor of 0.6 to obtain allowable pressures. V ROOF FRAMING • SEE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 0513/PLYWOOD 5HEATHIN6 246, EXP05URE 1. FASTEN 5HEATHIN(v TO ROOF MEMBERS W/ 2Y2"x0.131" NAILS o 6" O.G. o PANEL E06E5 $ o 12" O.G. IN FIELD (2 3/8"x0.113 RING SHANK NAILS MAY BE USED IN LIEU OF 2 Y2"x0.131" NAILS). PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES W/ 2)12"x0.131 NAILS 0 3" O.G. • AT ALL AREAS WITHIN THE END ZONE 015TANGE FROM ROOF E06E5, RI06E5, VALLEYS, 4 HIPS, PROVIDE BLOGKIN6 ALONG PANEL E06E5 4 FASTEN W/ 2)12"x0.131" NAILS 0 4" O.G. AN END ZONE 15 DEFINED A5 10% OF THE BUILDIN6'5 LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EAGH END TO TRU55 BELOW W/ U5P MTWI2 AND (2) 3"4.131" TOENAILS TO EAGH TRU55 BETWEEN. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARGH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 W/ 2x4 LEDGER FASTENED TO FRAMING W/(2) 3"x0.131" NAILS 0 16" O.G. UPLIFT CONNECTORS BEARING CONDITION LENGTH CONNECTOR 51MP50N HTT-4 HOLD-DOWN (w/ 55TB16 A.B.) D m c" � H0-2 51MP50N M5TG66 STRAP TIE (24" END LENGTH) (M5TG6(bB3 ALTERNATE) < 15' 51MP50N H2.5A 51NGLE ROOF= TRU55 BEARING ON z: WOOD 5TUD WALL/WOOD BEAM W 4 > 15' 51MP50N HIOA ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM N � N a SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON CMU WALL ROOF GIRDER TRU55 OR FLU5H ALL (2) 51MP50N HETA16 BEAM BEARING ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. HOLD-DOWN 5GHEDULE 5YMB0L 5PEGIFIGATION HD -I 51MP50N HTT-4 HOLD-DOWN (w/ 55TB16 A.B.) D m c" � H0-2 51MP50N M5TG66 STRAP TIE (24" END LENGTH) (M5TG6(bB3 ALTERNATE) LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • -, - - - BEAM /HEADER • .. LOCATION AND EXTENT OF SHEAR WALL 1: : I EXTENT OF OVERFRAMIN6 L_ - - - J INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. THIS MODAL HAS BEEN DESIGNED IN AGGORDANGE WITH THE 5th EDITION (2014) FLORIDA BUILDING GORE (SECTION (60q) LATERAL DESIGN REQUIREMENTS FOR THE FOLLOWING COMMUNITIES ONLY: 140 MPH - AXP. G WH15PERIN6 RIDGE 5T. JAMES GROSSING SHEARWATER ESTATES WYNDHAM PRESERVE - BR1550N E. ANY COMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION 8 APPROVAL FROM MULHERN & KULP STRUCTURAL ENGINEERING. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DESIGN 5PE6IFI6ATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = -I P5F T.G., 10 P5F B.G. LOAD DURATION FAGTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS) = 30 P5F 0 SLEEPING AREAS = 50 P5F ® GARAGE DEAD = 10 P5F (20 P5F TOTAL 0 TILE) WIND ULTIMATE WIND SPEED 4 EXP05URE A5 LISTED R15K GATE6ORY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x4 5PF OR 5YP '5TUD' GRADE LUMBER 0 1611 O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTED WITH 2x '5TUD' GRADE MEMBERS SPACED 0 16" O.G. (MAX.). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMBER5 5PAGED o 24" O.G. (MAX.). SINGLE TOP PLATES ALLOWED PER 8602.2,2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JAGK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (SPF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS 0 12" O.G. 5TAGGERE0. APPLY NAILING FROM BOTH FAGE5 0 3 -PLY OR MORE GONDITION5. UTILIZE 2 ROW5 of NAILS FOR 2x6 rt 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x POSTS W/ 3"0.131" NAILS 0 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 3 -PLY OR MORE CONDITIONS. • REFER TO GONNEGTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR HALLS W/ 1/16 056 FASTENED W/ 2)12"x0.131" NAILS 0 6" O.G. ® EDGE5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKING IN FLOOR SYSTEM UNDER ALL P05T5 GONTINUOU5 TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 PSI; Fv=310 PSI; E=1.55x106 PSI • LVL - Fb=2600 psl; Fv=285 p51; E=2.OXIOA6 p51 • FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"0.131" NAILS o 8" OIG OR 2 ROW5 )14"x3Y2" 51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16' OIG, USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 61REATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3 -PLY CONDITION. LOGATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3Y2" OR 5Y4" BEAM5 ARE AGGEPTABLE. USE 2 ROW5 OF NAI L5 FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"x6" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOGATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 7" BEAM 15 AGGEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE 51MP50N PG4Z/EPG4Z GAP $ ABU44Z BASE, U.N.O. • ALL INTERIOR WALL STUDS IN GONTAGT W/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED WI Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. seal: N 7824 r. , ' TTATE OF t^a'�, - w © c0P9HghV -,1l`144 O �t.P Structural Engineering, Inc, M&K project number: 181-16003 project mgr: S D I drawn by: M E S issue date: 10- `I 4-1 6 REVISIONS: date: initial: 03-06-17 MK 06-02-17 MK CM W 0 4< W H 0z J d a � N � U 00o � � Z � a. o sheet: S0.0 aCY) J '4) g D m c" � a CD d + z: ;s- W W 4 C D� N � N a M&K project number: 181-16003 project mgr: S D I drawn by: M E S issue date: 10- `I 4-1 6 REVISIONS: date: initial: 03-06-17 MK 06-02-17 MK CM W 0 4< W H 0z J d a � N � U 00o � � Z � a. o sheet: S0.0 N I JIllial! i u 3q -0 seal: 16'-4" 6'-0" I6'-8" TERMITE PROTECTION - SENTRIGON (AS CHOSEN BY BUILDER) (7SNSRAL STRUCTURAL NOTES 14'-2" 10'-0" 14'-10" I. TERMITE PROTECTION SHALL BE IN AGGORDANGE WITH THE FBG ��\11111111/�/ ����� F,S G. PR��/% R318 AND ALL RELATED 5UBGATEGORIE5.FOUNDATION �` •EIVS' ��if,��i�, 2. PROTECTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE PORCH SLAB: 5LAB-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05F * ;• N 77824 , 3 Y2" GONG. SLAB ON GRADE I I GONTAININ6 MATERIALS. IF 501L TREATMENT 15 USED FOR • DE516N 15 BASED ON 5th EDITION (2014) FLORIDA BUILDIN6 CODE. -� (2500 PSI MIN.) W/ 6x6—W1.4xhI.4 5DI.0 - SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL�0�, HAVE MAXIMUM WALL THICKNESS OF 0.010 INCH AND BE • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN EN6INEERED FOR A TATE OF .n•, ,• MESH OR FIBER MESH ON q5% I N ( SEALED WITHIN THE SLAB U51N6 A NON-GORRO51VE GLAMPIN6 MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE Fs'..ORIpP•'•������ �//S�ONAL.�NG\\��� COMPACTED FILL OR VIRGIN SOIL. w I DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501E D- AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE BEARING CAPACITIES 6REATER THAN THE 1500 P5F MIN. REQUIRED. = � I THE SLEEVE. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 © copyright : MULHERN & KULP Structural Engineering, Inc.. I I 3. CONDENSATE LINE, IRRI6ATION/5PRINKLER SYSTEM RISERS FOR ARE STILL ADEQUATE a o, SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL D15GHAR6E AT •ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT w/ CONCRETE LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DEWALL, 5DI.0 I5D1.0 I WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED - SPLASH BLOCKS. 6UTTER5 WITH DOWN5PUT5 ARE REQUIRED ON SOUTHERN PINE #2. _J z ALL BUILDIN65 WITH EAVES OF LE55 THAN 6 INGHE5 (152mm) • BUILDER TO VERIFY GORRO51ON-RE515TANCE COMPATIBILITY OF W - — — — — — — — — -'- — — — — — — — — — r — — — — — — — — — — — — — HORIZONTAL PROJECTION EXCEPT FOR 6ABLE END RAKES OR HARDWARE 4 FASTENERS IN CONTACT W PRESERVATIVE -TREATED '0 I ON A ROOF ABOVE ANOTHER ROOF WOOD, CONTACT LUMBER HARDWARE SUPPLIERS TO GOORD. d W 5.6.D. RECESS PER - + MANUFACTURER'S o INSTRUCTION, r` 24"x24"AZ' PLAIN GONG. I I • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, zI I �^'n FOOTING U.N.O.: --' I — f'c = 2,500 psl:....... FOOTIN65 ' W v I 2,500 p51:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) %m I fy = 60,000 psi ...... REBAR HAVE J e I • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT LE55 g -I THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. LO N • ALL FOOTIN65 SHALL BEAR AT LEAST 12II BELOW FIN15H GRADE, 0 c y - " N 3 Sow , I • FOOTIN65 AND 5LA65 ON GRADE SHALL BEAR ON VIR61N 501L OR q5% GOMPAGTED FILL. C, • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB ED6E5, AND OTHER LOCATIONS WHERE 5LA5 CRACKS ARE LIKELY AV TO DEVELOP. (20'-0" O.G) r I • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR M&K ro'ect number project J I ( • HOOKS SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. 181-16003 8"x16" THK. SLAB (TYP) I I I I 8"xl6° (iYP) SDI:o I THK. 5LAB I 06ROUT SHALL BE A5TM G476 F'c=3000 P51 w/ MAX %" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM Gg0 WITH A MINIMUM project mgr; SDI drawn by: I MES GONGRETE 5LAB: 3 Y2" GONG. SLAB ON GRADE (2500 PSI MIN.) W/ 6x6—WI.4xWl.4 3 sDl.o I I I I = � � GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 issue date, 10-14-16 REVISIONS: I MESH OR FIBER MESH OVER 6 I I I ElREINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL date: initial: MIL. POLY ON q5% GOMPAGTED I I I BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL 03-06-17 MK FILL OR VIRGIN SOIL. EXTEND INTO BOND BEAM AT TOP WALL AND SHALL N I I o I ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. 06-02-17 MK SEE BLOCK PLAN FOR VERTIGAL BAR •6ROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE To BE GONTINUOU5 FULL LEN6TH OF WALL 00 LOGATIONS I ( I • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH SIDE OF ALL Ln MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP I I I AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY ■T IS' -q" 8' 7" 11'-8" CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (AS 5HOWN ON PLANS) Cz i I I I 3 L J I I • ROU61-1 OPENINC75 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. uU ' ' LU 2 5D1.0 I I I I o � PORGH 5LA13: act 3 Y2" GONG. SLAB ON GRADE (2500 P51 MIN.) W/ 6x6—W1.4xNI.4 I I„ -I 20100 MESH OR FIBER MESH ON q5% GOMPAGTED FILL ORVIRGINSOIL. I --- ------ W 4 I I I g I GARAGE SLAB: I t 5DI.0 I 3y2” GONG. SLAB ON GRADE I v 1 z (2500 P51 MIN.) W/ 6x6—W1.4xNI.4 I I I12 I N I MESH OR FIBER MESH OVER 6 5DI.0 5DI.0 I MIL. POLY ON q5% GOMPAGTED LU I FILL OR VIR61N SOIL. I I � I o z" 2 5D1.0 I 5DL0 I 5DI.0 I 0 Q CO D- I 0 Q u�SDI.o I 2 5D1.0 Z z I 0 LL 0 0 6_411 5'_8" 2'-0.1 161_011 _011 21 5LAB �OUN:i ATI ON 12LA sheet: RIGHT HAND 1� J. 1q -0 201-011I V �i� TOS 0.0Ofi�' TY' I GSL SCALE: I/8°=1'-0" ELEV. U w/ OFT. VOLUME CEILIN6 STRUGTURAL_ NOTES � SGHEDUL E5S1*2 3g' -o" a BLOCK PLAN 5GALE: 1/V'=I'-0` MASONRY L I NTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO 6ROUT x, PREGA5T LINTEL w/ EMBEDDED REINF, 6Rour 50770M REINF. PREGA5T LINTEL w/ I I EMBEDDED REINF. MARK „ MB -1 �FME3-2'- m� SHEAR REINFORCEMENT m� TOP REINF. ----- TOP REINF. +r N M13-2 VERTICAL ----- (1) #5 SHEAR TIES 6ROUT m SF16-I6/IT •r GROUT • ® BOTTOM REINF. :ibbk:.. m BOTTOM REINP. PREGA5T LINTEL. w/ EMBEDDED REINF. (1) #5 PRECAST LINTEL w/ I I EMBEDDED REINF. #3 VERTICAL TIES ® 4"o.c. w/ 180 DEGREE HOOK T&B APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES: 1. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. SEMBLY REQ. n5HEAR MB -3/ MB -3A MB -4/ MB -4A EEHEvuErtENr M54& LINTELS LINTELS DESIGNATED WITH AN MB -36/40, SHALL BE CONSTRUCTED THE SAME A5 MB -5/4 EXCEPT 114E DEPTH SHALL BE MODIFIED FROM I'-4" TO I'-2" BY FIELD GUTTING THE TOP OF THE PRECAST LINTEL DOWN 2". ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME. BOND BEAM REINF SHALL RUN DONT T}1RU TOP LINTEL COURSE. MASONRY LINTEL VETA I L5 REINFORCEMENT Zc MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M5-1 8F8-OB/0T ----- ----- +r N M13-2 8F8-I5/OT ----- (1) #5 a �c� MB -3 SF16-I6/IT (I) #5 (1) #5 MB -4 8FI6-2B/IT (1) #5 (2) #5 #3 VERTICAL TIES ® 4"o.c. w/ 180 DEGREE HOOK T&B APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES: 1. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. TERMITE PROTECTION - 5ENTRIGON (A5 CHOSEN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN ACCORDANCE HITH THE FBG R318 AND ALL RELATED 5UBGATE6ORIE5. 2. PROTECTIVE SLEEVES AROUND PIPING PENETRATIN6 CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM HALL THICKNESS OF 0.010 INCH AND BE SEALED WITHIN THE 5LA13 U51N6 A NON-GORRO5IVE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 3. CONDENSATE LINE, IRRI6ATION/51PRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DONN5POUT5 SHALL 015GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DEHALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. 6UTTER5 WITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVES OF LE55 THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF ELEV. U w/ VAULTED CEILING GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES 6REATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT H/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER $ HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLONIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 pc,!: ....... FOOTI NC75 2,500 p5i:....... 5LAB5 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE HEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LA65 ON GRADE SHALL BEAR ON VIR61N 501L OR C15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" B.G.) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM C416 F'c=3000 P51 W MAX -%` AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF 1100 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL ED BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL ALIGN HITH FOOTIN6 DOHEL BELOH. PROVIDE MIN 30" LAP SPLICE HITH FOOTING DONEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF HALL • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH SIDE OF ALL MA50NRY OPENINC75 AND AT ALL HALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALLS. (A5 SHOHN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal; \\0111110/,/1 .0SG. CEp FR�� • ok * p 77824 ON, ATE OF ./ ORIDP •'•������` �0NA-L - ANG 111111 © copyright : MULHERN & KULP Structural Engineering, Inc, a0 c Zc 0) m` �z/ rx +r N Ei � a� J + c a �c� D W - N N Q M&K project number: 181-16003 project mgr: S D I drawn by: MES issue date: 10- 1 4-16 REVISIONS: date: initial: 03-06-17 MK 06-02-17 MK E - CID W J 3; O I Mv REFER TO 5-0.0 FOR TYP I GAL 5TRUGTURAL NOTE5 � 5GHEDULE5 sheet: RIGHT HAND S262 1 ROOF FRAM I NC7 FLAN 5GALE: I/8"=1'-0" ELEV. U w/ OPT. VOLUME CEILING REFER TO 5-0.0 FOR TYP I GAL STRUGTURAL NOTES 4 5GHEDULE5 seal: ENSF••%fiC N 7824 TATE OF Lt/ �i F •, GORIOP' �� ��� AI,. �I�Ei�I 11 \\ © copyright: MU & KULP Structural Engineering, Inc. LL CD C z C rn C Q d.. t� C a`� + � a EE Z41 M N W -� D:215 y cn L � N N Q M&K project number: 181-16003 project mgr: S D I drawn by: MES issue date: 10- 1 4-16 REVISIONS: date: initial: 03-06-17 MK 06-02-17 M K Cz` w M. J 2 a T I� LO z o� c� z �00N� LL0 Z o °z 0 � a � 0. O sheet RIGHT HAND IN CLEAN--,-" 8" GMU BLOCK MONOLITHIC, R4.1 FI -FOIL OR 1'_011 FOUNDATION W/ ® 15% STANDARD to EQUAL OVER 3/4" DENSITY (1) #5 FROM FTG. TO CONT, ON GHAIR5 FURR STRIPS BOND BEAM. SPLIGE II WHERE 2ND STORY TO BE MIN. 30" ;• 5Y2" GONG. SLAB W GROUT CELL SOLID WWF OR FIBERMESH SECTION & BLOCK DETAIL SLAW: NTS REINF. OVER 6 MIL. F3 WWF OR FIBERME5H SET IN SEALANT VAPOR BARRIER e a 4 PORCH SLAB d ° VAPOR BARRIER (SEE PLANS) a°' GRADE e II—III=III—III—III• � _ _ All I IZ-1 I I—I 111—I 11 I - e—I '-1 I I --III q e III 11-1 I I—III-1 I d." o ;I I I— I I—III—III N - - I I—III—III— I I<. I I I—III—III—I 11- III—III 11 Q —III—III—III FILL ® 15% STANDARD -1 11• =III -11 °' III—III—III ►- - I -1 I I=III=I I I �' _ _ =I 1 I=�� IN CLEAN--,-" III—III• III MONOLITHIC, COMPACTED FILL 1'_011 FOUNDATION W/ ® 15% STANDARD to (2) #5 HORIZ. DENSITY MIN. CONT, ON GHAIR5 EQUAL OVER !Y" 0" MIN. COVER) II WHERE 2ND STORY FURR STRIPS OGGUR5 FTG. SHALL BE T 1'4' WIDE w/ (2) #5 BARS I FOOTING SECTION & BLOCK DETAIL SLAW: NTS LU NON -LOAD BRC. WALL 6ARA6E I INTERIOR OFFSET FOOTING NONBEARING DETAIL SG&M NTS RECE55 A SLIDING 6LA55 DR. SILL FORME SLOPE SILL FORMED ON SITE 3Y2" GONG. SLAB R (2500 P.5.1) W/ 6x6 10/10 W.W.M, AND 6 MIL. m vU 1 VAPOR BARRIER a e e e q q d. a EXP JOINT 49 °ad . MFG. 5 5 WALZI NTS 8" GMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT GELL 50LID 7P�1 P PBS 1 i A C�_E_7E GLEAN— "' —11!—, "---MONOLITHIC, COMPACTED FILL 1'-0" FOUNDATION W/ A a5% STANDARD (2) #5 HORIZ. DENSITY MIN. GONT ON CHAIRS FILLED CELLS (SEE PLAN) 20"x8" THICKENED EDGE W/ (2) #5 CONT, WHERE 2ND STORY (3" MIN. COVER) OCCURS FTG. SHALL BE 1'4' WIPE w/ (2) #5 BARS 2 GARAGE CURB DETAIL %Aa. urs THICKENED EDGE @ GARA&E DOOR 17ETA I L WAX: NTS (1) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 25" GROUT CELL SOLID a) GRADE R4.1 FI -FOIL OR EQUAL OVER 3/4° FURR STRIPS W" GONG. SLAB w/ OR FIBERME5H REINF. OVER 6 MIL. VAPOR BARRIER e as .• �° d, III—II1=1 I MI I I —III—I I' —I I I- ° _=1 I da..III I-11111 III = A/C CHASE PVG _ —III—III- 5L EVE To BE II=III_ —III- I' h TWICE THE DIAMETER OF PROTECTED PIPE 10 CHASE DETAIL SGA+LE= Nis Y2" GYP. BD. EA. 51DE OF 2x'5 ® 16" O.G. STUD PLATE TIES STUD TOP 4 BOT. (IF NOTED ON PLANS) FASTEN W/ Y.�"x5" LONG TAPGONS ® 2'-8" O.G. AND 12" MAX FROM END OF WALL (UNLESS NOTED PT, BOT. PLT. oTHERN15E ON PLANS) — I 4 III—III—i I I—III d — I I—III=III=III '—III—IIT=III—III �—III—III—III—I I III—I I I— 115, I..IIIIII ' 1=III—III-111 111=1 I 1111-111 I-1 I I 11- —I I I_I I—III-1 I I=1 I I=1 I (2) #5 HORIZ. GONT. ON CHAIRS (3" MIN. COVER) WHERE 2ND STORY OCCURS FTG. SHALL BE I'-8" WIDE W (3) #5 BARS UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC, ARE NOT REQUIRED ON WALL5 NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALL5 PER ABOVE, UNLE55 NOTED OTHERN15E ON PLANS INT. BEARING HALL FOOTING DETAIL 8"x8" THICKENED SLAB W/ (1) #5 CONT. W&E= NT5 .� TH I GKENEI7 E176E 17ETA I L sGArGE= NTS 8 GMU BLOCK PROVIDE 30" MIN. LAP SPLICE (1) #5 VERT. IN 3Y2" GONG. SLAB W GROUTED CELL, FULL WWF OR FIBERME5H HT. (SEE PLANS FOR REINF. OVER 6 MIL. LOCATIONS) VAPOR BARRIER e e e d "d' II II ,III- \— BREAK FACE SHELL TO ALLOW FOR SLAB GRADE ROUT SOLID —I I 1=I I=111 BELOW SLAB DOWN 111— TO FOOTING A. (1) #5 DOWEL W/ 6" d. < 12"xlb" CONT. CONT. 04 HOOK (SEE PLANS e FTG. W/ (2) #5 HORIZ. FOR LOCATION) CONT. OWN CHAIRS (3" MIN. COVER) i7ROPPED GRADI DETAIL SGAJ.E: NTS Y2" GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. FASTEN W/ Y4 "x5" LONG TAPGON5 N%j 1 ® 2'-8" O.G. AND 12" MAX FROM 2 I/4" OTDHERWIS�LON(UNLESS PLANS) NOTED w I 1/211 tX I STUD PLATE TIES ® STUD } PT BOT. PLT. TOP It BOT. (IF NOTED ON PLAN5) ° q q e d • 4 (2) #5 HORIZ.1011 I 1011 CONT. ON CHAIRS (3" MIN. COVER) UPLIFT CONNECTORS 5UCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLAN5), PROVIDE ANGHOR5 AT BEARING WALLS PER ABOVE, UNLE55 NOTED OTHERN15E ON PLANS OFFSET FOOTING BEARING DETAIL WAa. NTS 8" GMU BLOCK BEYOND to GRADE EQUAL OVER !Y" II O FURR STRIPS T A C�_E_7E GLEAN— "' —11!—, "---MONOLITHIC, COMPACTED FILL 1'-0" FOUNDATION W/ A a5% STANDARD (2) #5 HORIZ. DENSITY MIN. GONT ON CHAIRS FILLED CELLS (SEE PLAN) 20"x8" THICKENED EDGE W/ (2) #5 CONT, WHERE 2ND STORY (3" MIN. COVER) OCCURS FTG. SHALL BE 1'4' WIPE w/ (2) #5 BARS 2 GARAGE CURB DETAIL %Aa. urs THICKENED EDGE @ GARA&E DOOR 17ETA I L WAX: NTS (1) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 25" GROUT CELL SOLID a) GRADE R4.1 FI -FOIL OR EQUAL OVER 3/4° FURR STRIPS W" GONG. SLAB w/ OR FIBERME5H REINF. OVER 6 MIL. VAPOR BARRIER e as .• �° d, III—II1=1 I MI I I —III—I I' —I I I- ° _=1 I da..III I-11111 III = A/C CHASE PVG _ —III—III- 5L EVE To BE II=III_ —III- I' h TWICE THE DIAMETER OF PROTECTED PIPE 10 CHASE DETAIL SGA+LE= Nis Y2" GYP. BD. EA. 51DE OF 2x'5 ® 16" O.G. STUD PLATE TIES STUD TOP 4 BOT. (IF NOTED ON PLANS) FASTEN W/ Y.�"x5" LONG TAPGONS ® 2'-8" O.G. AND 12" MAX FROM END OF WALL (UNLESS NOTED PT, BOT. PLT. oTHERN15E ON PLANS) — I 4 III—III—i I I—III d — I I—III=III=III '—III—IIT=III—III �—III—III—III—I I III—I I I— 115, I..IIIIII ' 1=III—III-111 111=1 I 1111-111 I-1 I I 11- —I I I_I I—III-1 I I=1 I I=1 I (2) #5 HORIZ. GONT. ON CHAIRS (3" MIN. COVER) WHERE 2ND STORY OCCURS FTG. SHALL BE I'-8" WIDE W (3) #5 BARS UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC, ARE NOT REQUIRED ON WALL5 NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALL5 PER ABOVE, UNLE55 NOTED OTHERN15E ON PLANS INT. BEARING HALL FOOTING DETAIL 8"x8" THICKENED SLAB W/ (1) #5 CONT. W&E= NT5 .� TH I GKENEI7 E176E 17ETA I L sGArGE= NTS 8 GMU BLOCK PROVIDE 30" MIN. LAP SPLICE (1) #5 VERT. IN 3Y2" GONG. SLAB W GROUTED CELL, FULL WWF OR FIBERME5H HT. (SEE PLANS FOR REINF. OVER 6 MIL. LOCATIONS) VAPOR BARRIER e e e d "d' II II ,III- \— BREAK FACE SHELL TO ALLOW FOR SLAB GRADE ROUT SOLID —I I 1=I I=111 BELOW SLAB DOWN 111— TO FOOTING A. (1) #5 DOWEL W/ 6" d. < 12"xlb" CONT. CONT. 04 HOOK (SEE PLANS e FTG. W/ (2) #5 HORIZ. FOR LOCATION) CONT. OWN CHAIRS (3" MIN. COVER) i7ROPPED GRADI DETAIL SGAJ.E: NTS Y2" GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. FASTEN W/ Y4 "x5" LONG TAPGON5 N%j 1 ® 2'-8" O.G. AND 12" MAX FROM 2 I/4" OTDHERWIS�LON(UNLESS PLANS) NOTED w I 1/211 tX I STUD PLATE TIES ® STUD } PT BOT. PLT. TOP It BOT. (IF NOTED ON PLAN5) ° q q e d • 4 (2) #5 HORIZ.1011 I 1011 CONT. ON CHAIRS (3" MIN. COVER) UPLIFT CONNECTORS 5UCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLAN5), PROVIDE ANGHOR5 AT BEARING WALLS PER ABOVE, UNLE55 NOTED OTHERN15E ON PLANS OFFSET FOOTING BEARING DETAIL WAa. NTS 8" GMU BLOCK BEYOND R4,1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER !Y" FURR STRIPS y2'. GONG, SLAB W MTL. THRESHOLD F3 WWF OR FIBERME5H SET IN SEALANT REINF. OVER 6 MIL. PORCH SLAB VAPOR BARRIER (SEE PLANS) , e d a e e e 4 4- .. 1=1 —I I I—III—III—III . 11=1 I M '-1 11=1 11=1 11=1 I-. I I—I I I—_I_I I IZ-1 I I—I 111—I 11 I - e—I '-1 I I --III q e III 11-1 I I—III-1 I d." III -111—I I I-111—III-_ I I GLEAN COMPACTED' I 1=111—III m. III—III FILL ® 15% STANDARD -1 11• =III -11 11—I _ DENSITY AND TERMITE 11I� III—I 11=1 I 1=1 I I IIT TREATED I I 11111 111- III I I— II MONOLITHIC, FOUNDATION W/(2) _11 #5 HORIZ. CONT, ON GHAIR5 MIN, (3" MIN. COVER) WHERE 2ND STORY OCCURS FTG. SHALL BE 1'41 WIDE w/ (2) #5 BARS 8ENTRY DOOR 17ETAIL WAa: NTS 8' GMU BLOCK R4.1 FI -FOIL OR EQUAL OVER 3/a" (1) #5 FROM FTG. TO FURR STRIPS BOND BEAM. SPLICE TO BE MIN. 30" 3Y2" GONG. SLAB W GROUT CELL 50LID WWF OR FIBERME5H REINF. OVER 6 MIL. PORCH SLAB ` VAPOR BARRIER (SEE PLAN)4. — _ a _P _ EXP JOINT <� 1511 C111 II== III—IIII'-- I I II— IT _I �I-11 1111111 I ��� I IIV I I I III I I II I I I ISI I I—III—III—P f ��- -1 I I III—III—III , .I ► I MONOLITHIC GLEAN —1 I—III-1 I IT ' FOUNDATION W/ COMPACTED FILL(2) #5 HORIZ. ® 15% STANDARD I1-011 CONT. ON CHAIRS DEN5ITY MIN, (3" MIN. COVER) WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIORWALK ® PORCH SLAB 17ETAIL N�v SCALE: NTS LETTERED DETAILS ARE TYP I GAL EOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REQU I RED ALL , PPL I GABLE ,AREAS. THESE WHERE 5PEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE FLANS. seal; G. FRS <i�c N 7824 TATE OF ; , W 0', w OW © copyright , UL��N%�JLP StYG ural Engineering, Inc. LL m r c aD Z OC y W N � N 4 M&K project number 181-16003 111111110 project mgr S D I drawn by: MES issue date: 10-14-16 REVISIONS: date: initial: 03-06-17 MK 06-02-17 MK - LU 0 Z sheet: SD1*0 (4)3 Y2"x0.131" 7 VALLEY SET OVERFRAMING FASTEN EACH OVERFRAMED END TO TRU55 WITH (1) 51MP5C CLIP '?OOF 5HEATHING. 2 Y2"x0.131" NAILS @ 6" O.G. (EDGE NAIL) 2)42"x0.131" NAILS 0 12" O.G. MAIN ROOF 5HEATHIN6 TYPICAL OYER�RAMING Z CONNECTION DETAIL SCALE: N.T.S. MAIN ROOF TRU555 ALL LAP5 IN MA50NRY 25" - RUNNING BAR-, #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. WALL RE I NPORC I NG DETAIL SCALE: NTS �- BOND -BEAM -.,--GONTIN. PREGA5T HEADER --�� 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-CRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. Li DOUBLE WINDOW L MA50NRY PIER DETA� I L SCALE= NTS FA5TEN ROOF 5HEATHING TO FASCIA WITH 2 Y2"x0.131" NAIL5 @ 6 O.G. LU `? Or 4n 2x6 FA5GIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 CONT. 8" REINF, GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 MNTIP �6 -0" PROVIDE 50LID 5HIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN 0/2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, Z :3 FA5TEN BUCK TO MA5ONRY W/ (1) ROW OF Wb"x4" TAPGON5 6" FROM EN05 PLACE OF J -BOLT IF M155ED DURING AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. n 2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAILS OR EQUIVALENT. ROOF TRU55 5TRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHERS IN THI5 PERPENDICULAR GA5E. TO WALL BLOGKING w/ 2 Y2"x0.131" NAIL5/ W 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN62X W/ (I) #5 CONT. BUCKED OPENIN6, U5E (3) ROW5 OF 3"x0.131" NAILS 5TA66ERED ® 12" O.G. ® } EA. 5UGGE551VE BUCK. m �N 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN(7) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 242'x0.131" NAIL5 ® 16' O.G. FA5TEN WINDOW TO 2X PER WINDOW MANUFAGTURER'5 5PEG5. BY WINDOW/DOOR MANUFACTURER H DOOR BUCK DETAIL SCALE= NT5 TOLERANGE5: ALL DIMEN51ON5 TO BE HELD WITHIN +/-Y4" I" E06E 1 1/2" E06E 2 1/2 EDGE 3"x0.131 "x3" COMMON+ ` � f LU II cv I 1 cv w II 11/2" 2 1/2 121/4" N I I I I 3 COMMON 3"x0.131 "x3" COMMON i t OPP. 510E 2 1 1 v 1 II I I < II U) 1 I II COMMON (2)2X4'5 (2)2X6'5 OPP.5IDE (2)2X8'5 2x4 GAT5 ® 16"o.c. FASTENED TO GABLE END TRU55 w/ (2)3"x0.131" TOENAILS. 12" GABLE END VERTICAL WEB REINFORGIN6 A5 REQURIED BY TRU55 MANUF. 5EE UPLIFT CONNECTOR 51MP50N H6AMIOKTA 5GHEDULE ON PLANS FOR CLIP ® 36"O.G. CONNECTOR 5PEGIFIGATION5 EXTERIOR 5HEATHING EDGE NAILING - 2 Y2"x0.131" NAIL5 PROVIDE M015TURE BARRIER 6"O.G. PLATE (51MP50N T55 OR 51M) ® EACH TRU55. PROVIDE M015TURE -� BARRIER PLATE BELOW VERT WALL REINF. TO WOOD MEMBERS ON GMU EXTEND INTO BOND BEAM (51MP50N T55 OR 51M.) 8" GMU BOND BEAM W_j (1) #5 BAR CONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PE05 (2)2X COLUMN FASTEN 5HEATHING TO BLOGKIN6 w/ 2 Y2'xO.131" NAIL5 ® 4"O.G. ROOF 5HT6 SHALL BE CONT. 24" MIN ONTO. ROOF 2x4 BRACE w/2x4 T -BRACE, 5PAGED ® 4'-0" O.G. MAX. FA5TEN 2x4 TO 'T' w/ 3 Y4"x0.131" NAIL5 ® 12" O.G. -VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION OUT5IDE 12)2X4'5 IN51DE PLY NAILS NAILED AT 8" O.G. STAGGERED. OUTSIDE NAIL5 NAILED AT 8" D.G. 2X BUILT-UP STUD COLUMN DETAILS SCALE: NTS 2x4 BLOGKIN6 W (3)3 Y4"x0.131" TOENAIL5 EACH END x x k., xX ' IXI (4) 3 Y4"x0.131" NAIL5 �- PROVIDE 2x4 BLOGKIN6 48" O.G. IN FIR5T (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM GHORD5 FASTEN DRYWALL TO BLOGKIN6 W 5GREW5 /NAIL5 ® 6" O.G. (1) #5 IN 2x8x12" P.T. CL OF OPENING seal BOND BEAM CENTER BUCK uN.a � • ����\111111///��� Y2 DIA.N 77824 J-BOLT'SA ; (1) #5 BAR IN PREGA5T LINTEL (SEE BELOW * 1 (2) #5's VERTIGAL IN GROUT FILLED 2X4 P.T. TOP BUGK 1A r rE of ,- • kf CELL. IN WALL5 GREATER THAN 30" �a �0'<`� • OR�pP kr WIDE, ONLY (1) #5 15 REQUIRED ' � 2X8 P.T. BUCK EACH �i/�ss�ONA� d 51DE OF OPENING © copyright/f> ; d9!'JI�gd*v,P (1) #5 VERTICAL IN GROUT FILLED CELL Structural Engineering, Inc, (IF REQ'D PER PLAN) PROVIDE (5)Y2" DIA. J -BOLT'S W/ 5Y2" EMBEDMENT AT EACH DOOR BRACKET, ENTIRE COLUMN TO = EACH 510E OF DOOR. PROVIDE (1),V2" x sib" BE GROUT FILLED N < THICK WA5HER W/ EACH ANCHOR (IST BOLT r) c 0'=0" TO BE 8" MAX ABV. CURB REST EQUALLY _J FIN. FL 5PAGED APPROXIMATELY 24" O.G.) a aD NOTE: ALL HOOK5 AND 5PLIGE5 TO BE ON5TRUGTEP AND 51ZED PER NOTE5 PROVIDE Y2" DIA. x 6 Y2" LONG 5IMP50N + G 1 E06E 015TANGE PER DETAIL i if] 2" 3"x0.131 "x3" COMMON f 1 I 3"x0.131"x3" < I I COMMON 1 I OPP. 51DE cs� q 015TANGE (3) OR (4)2X GOLUMN OUT5IDE (2)2X'5 PROVIDE SOLID SHIM BETW'N TRU55 ff CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2' FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 5EE UPLIFT CONNECTOR LL... Z :3 5GHEOULE ON PLAN5 FOR PLACE OF J -BOLT IF M155ED DURING CONNECTOR 5PEGIFIGATION5 n GON5TRUGTION ROOF TRU55 2x6 GEILIN6 BLOGKIN6 ® 48 O.G. PERPENDICULAR FASTEN GYPSUM GEILIN6 TO TO WALL BLOGKING w/ 2 Y2"x0.131" NAIL5/ 8" GMU BOND BEAM DRYWALL SCREWS 4"O.G. AND W/ (I) #5 CONT. FASTEN BLOCKING INTO TOP PLATE OF WALL w/ (1) Y4"x3 Y2" m �N LONG TAPGON 5GREW ® 6"O.G. 8" REINF. GMU WALL � -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 VERT WALL REINF, TO EXTEND INTO BOND BEAM SECTION 64 SCALE= 5/4"=1'0" VERT. RE I NPORC I NG DETAIL � SCALE: NTS P RETROFIT DETAIL SCALE: 3/4"=1'-0" 5EE DETAIL 56 ON 5TRUGTUP PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA, ROOF TRU55 TO GMU N/ 51MP50N HT5MI6 TW15T STRAP. FA5TEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (51MP50N T55 OR SIM) EACH TRU55. PROVIDE 2x FLAT BLOGKING FIT TI6HT TO ROOF TRU55E5 @ EVERY OTHER BAY FASTENED TO GMU W/ (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FA5TEN BLOGKIN6 TO ROOF TRU55E5 w/ (2) 3 Y4"x0.131" NAIL5 ® EA. END. INSTALL ROOF CLIPS ON OPP051TE FACE OF WALL AS STUD TIES AS NECESSARY PROVIDE CRIPPLE STUD ABOVE HEADER 4 JACK STUD REFER TO PLANS FOR HEADER SIZE. ' FASTEN TO KING W/ MIN. (3) 3"4.131" NAILS OPENING IN BR( (SEE PLANS) NAIL STUDS TO PER DETAIL M PROVIDE 51MP' TIE OR (1) H8 5' BASE OF JACK TO 50LE PLATT TITEN HD OR APPROVED EQUAL IN Z :3 ' PLACE OF J -BOLT IF M155ED DURING n GON5TRUGTION 0 C/) W� GA�RAC7E DOOR BUCK DETA� I L _ co n K SCALE: NTS .� J C m �N � N N Q NOTES: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 5EE TYP. FOUNDATION DETAIL5 FOR ADDITIONAL 2. PROVIDE %" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN M&K project number: 3. FOLLOW MANUF. INSTALLATION HERE 181-16003 IN5TRUGTION5. FUTURE 8" AA GMU BLOCK project mgr S D I Y #5 VERT. BAR TO BE I LOCATED PER PLAN drawn by: MES DRILL 6" INTO EX15V6 ( IN GROUTED CELL SLAB, EPDXY 4 DRIVE I issue date: 10- 14- 16 #5 DOWEL, PROVIDE I _ MIN. 30" LAP SPLICE ( I 1 0 REVISIONS: 1 z date: initial: 03-06-17 MK ° a . ;b I I <. �, ° ` III-III=TL=1T_I I 06-02-17 MK GRADE 1 1-1 I I I -I I _� _ _ - -I -'I I -I o -I I -I I -I 1 III -III -I I -f - MISSED DOWEL RETROP I T DETAIL L SCALE= NTS ROOF TRU55E5, BEARING ON WALL WHERE NOTED ON PLAN 5LA8 FOUNDATION IST PLR. INTERIOR WOOD BEARING 5CALE: N.T.S. SIM. 0 GMU STEM FM DRO"M 6RAM NOTE: DETAIL ONLY APPLIES AT BEARING WALLS 5UPPORTIN6 ROOF TRU55E5. 51MP50N R5P4 STUD PLATE TIE o TOP 4 BOT. OF 5TUD5, 5PAGED PER PLAN (ALT. PER PLAN: 05B SHEATHED WALL IN LIEU OF METAL TIE5) 2x4 (MIN) STUDS ® 16" O.G. OR A5 NOTED ON PLANS FASTEN P.T. 50LE PLATE TO 5LA13 PER DETAIL 3/501.0 U.N.O. ON PLANS LETTERED DETAILS L5 ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME I$ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPEC I E I GOLLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: SD2.0