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HomeMy WebLinkAbout3800 Saltmarsh Lp 17-2438 (a)FL 6.1 UTILITY PLANS'S' D-1 DETAILS RECORD COPY REVIEWED POR ODE COMPLIANCE PLANS EXAMINER / a2 DATE SANFORD BUILDINCa DIVIS10 N A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING ST UCT ON OR VIOLAA CORRECTION TIONS OFERRORS HIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection w1LDING SAINr=ORD #17.2&38 KI 1 P1 � REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N SQUARE FOOTAGE TABULA s •® HEATED S.F. FIRST FLOOR R. s N 4 w MULHERN+KULP ELEVATION'S' 739 residential structural engineering :� AT OF 20 South Maples Street, Suite 150 a Ambler, PA 19002 215.646.8001 • mulhemkulp.com r0•. °`��'� �' �s,�s • O 10 ........ a P•• P �� W, Mulhem+Kulp has revIewedthls Ian for stmcW only and has not reviewed any other Wor n do i related to dWpnnes. REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N SQUARE FOOTAGE TABULA HEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL ELEVATION'S' 739 1087 1826 Lot 16 00 1) ISSUE DATE: -4 FOR cv REVIEW �- REVISIONS: These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2015 Ashton Woods Homes LAST REVISION LAST SAVED BY: SHEET NO: CS=1 L_ U - I' II II I IL U rr� Uj iwriwww� 0 r� ISSUE [10.02.17 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: 71 co it N (D Uj N � a Z a a '. m a0 N SHEET N0: FL 1.0 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 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 SHALL 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 W/ SELF CLOSING HINGE APPROVED 20 MINUTE RATED DOOR. 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". 1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS. 11 HALF WALL, HEIGHT AS NOTED 13 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED 16 SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS I L SECOND FLOOR PLAN 'S' 2 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 15'-4" 1 VERIFY FL 4.1 o LOCATION bo IN FIELD A/C 4'-0" 3'-0" 8" 3'-0" 3050 SH 1 3050 SH N N J1 M to 0 10'-0" 2'-8" SEE OPT, COVERED PATIO ON SHEET 1 / FL 1.1.1 PATIO 6'-8" 6'-0" 6068 S.G.D. _ FOYER 9'-4" CLG. 0 bo L 00 �3 VA-8" 3'-0" 2'-61 o? ih I' � I � 1'-51/2" SOFFIT PORCH SEE EXT ELEV. � ��MN _ SEE XT. EL V. N 2"10" 6'-4" 10„ 2" 8'-4" 28'-0" 16070 SECTIONAL 16'-0" 19'-8" FIRST FLOOR PLAN'S' 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 2'-4" ISSUE [10.02.17 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:� SHEET NO: FL 1.1 •° ' MULHERN+KULP 4 A •. ° residential structural engineering �;• ATE OF :•LU 20 South Maple Street, Suite 150 • Ambler, PA 19002 i�'�•°•• GOR \ QP' �N p215.646.8001 • mulhemkulp.eom MuMem + Kulp has reAew@M Pan 6structure only and has not rekat any other information rotated to other Mcines. 10'-0" 2'-8" SEE OPT, COVERED PATIO ON SHEET 1 / FL 1.1.1 PATIO 6'-8" 6'-0" 6068 S.G.D. _ FOYER 9'-4" CLG. 0 bo L 00 �3 VA-8" 3'-0" 2'-61 o? ih I' � I � 1'-51/2" SOFFIT PORCH SEE EXT ELEV. � ��MN _ SEE XT. EL V. N 2"10" 6'-4" 10„ 2" 8'-4" 28'-0" 16070 SECTIONAL 16'-0" 19'-8" FIRST FLOOR PLAN'S' 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 2'-4" ISSUE [10.02.17 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:� SHEET NO: FL 1.1 ..eeeeeAorer®®.. ISSUE [10.02.17 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: SHEET N0: FL 4.1 I 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 2016 FLORIDA RESIDENTIAL BUILDING CODE SECTION R312.2. NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1 ST FLOOR = 7'-4" U.N.O. ON ELEVATIONS 2ND FLOOR = 7'-1" 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. ELEVATION KEYNOTE LEGEND 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 2016 FLORIDA RESIDENTIAL BUILDING CODE SECTION R312.2. NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1 ST FLOOR = 7'-4" U.N.O. ON ELEVATIONS 2ND FLOOR = 7'-1" 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. FRONT ELEVATION 'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8'= 1'-0" AT 11" X 17" LAYOUT 12 12 5� 04 �5 2ND FLOOR PL. HT. - 2ND FL. WDW. HT. 10" E16 CV Zd E22 • 1ST FLOOR FIN. FLR. RE -:AR ELEVATION'S-' 2 �1-I AT 22"X34" LAYOUT 1/8" = V-0" AT 11 " X 17" LAYOUT ISSUE [10.02.17 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: SHEET NO: FL 5.1 ELEVATION KEYNOTE LEGEND E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/44 CORNER TRIM BOARDS E15 PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 ISTUCCO SMOOTH SAND FINISH U.N.O. FRONT ELEVATION 'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8'= 1'-0" AT 11" X 17" LAYOUT 12 12 5� 04 �5 2ND FLOOR PL. HT. - 2ND FL. WDW. HT. 10" E16 CV Zd E22 • 1ST FLOOR FIN. FLR. RE -:AR ELEVATION'S-' 2 �1-I AT 22"X34" LAYOUT 1/8" = V-0" AT 11 " X 17" LAYOUT ISSUE [10.02.17 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: SHEET NO: FL 5.1 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 2016 FLORIDA RESIDENTIAL BUILDING CODE SECTION 8312.2. NOTES. -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1 ST FLOOR = T-4" U.N.O. ON ELEVATIONS 2ND FLOOR = 7'-1" 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. 12 All .\GENS. r 12 5 rn 2 T W 00 0 ❑ N T a N �t 10" BOX COLUMN o LEFT ELEVATION'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 12 5 o jM W RIGHT ELEVATION'S' 2 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 8" BOX COLUMN 1ST FLOOR FIN_FLR• 2ND FLOOR PL. HT. 2ND FL. WDW. HT. -9 _ 2ND FLOOR FIN. FLR. 1ST FLOOR PL, HT. 1ST FL. WDW. HT. 1ST FLOOR FIN. FLR. ISSUE [10.02.17 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: _F SHEET NO: FIL 5ol A ELEVATION KEYNOTE LEGEND E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/44 CORNER TRIM BOARDS E15 PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. 12 All .\GENS. r 12 5 rn 2 T W 00 0 ❑ N T a N �t 10" BOX COLUMN o LEFT ELEVATION'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 12 5 o jM W RIGHT ELEVATION'S' 2 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 8" BOX COLUMN 1ST FLOOR FIN_FLR• 2ND FLOOR PL. HT. 2ND FL. WDW. HT. -9 _ 2ND FLOOR FIN. FLR. 1ST FLOOR PL, HT. 1ST FL. WDW. HT. 1ST FLOOR FIN. FLR. ISSUE [10.02.17 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: _F SHEET NO: FIL 5ol A 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 PRODUCT SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING I -PERM INSTALLED ON THE WARM -IN - BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL 9.33 int 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 FREE AIR MOVEMENT AS REQUIRED BY THE OWNER. VERIFY WITH MANUFACTURER OF HIGH AND LOW BUILDING OFFICIAL. VENTS TO BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE REQUIRED VENTILATION SHALL BE ALL OVERLAP FRAMED ROOF AREAS SHALL MAINTAINED. PROVIDE INSULATION STOP SUCH THAT HAVE OPENINGS BETWEEN THE ADJACENT INSULATION DOES NOT OBSTRUCT FREE AIR MOVEMENT AS ATTICS IN THE ROOF SHEATHING (AS ALLOWED REQUIRED BY THE 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 MEET 2016 (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW FLORIDA BUILDING CODES. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER, AT ALL CANTILEVERED INDEPENDENTLY TO MEET 2016 FLORIDA BUILDING CODES. FLOORS, CANTILEVERED DECORATIVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, 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 AND SHOP DRAWING TO THE BUILDER'S GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW 0 DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. 0 LOCATE GUTTER AND DOWNSPOUTS PER 0 ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS 0 PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. ROOF VENT CALL. ELEV. 'S' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 1139 SF 273.28 int 546.56 inz AREA 2 39 SF 9.33 int 18.67 M2AREA 3 80 SF 19.20 int 138.40 inz Uj 9 ¢ T W ROOF PLAN'S' J 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 1'-0" TYP. EAVE �►r►iiii�a�e ISSUE [10.02.17 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: cc � N Uj0 y Z 4 Z Q a >= LL JO00 cc CL > SHEET NO: FL 5.1.3 SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS P I � UTILITY PLAN SECOND FLOOR'S' 3 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT VERIFY LOCATION IN FIELD - NOTES: LEGEND: LO Y P0 � DUPLEX OUTLET CEILING MOUNTED INCANDESCENT LIGHT FIXTURE CHIMES n �0 \\ V v CEILING FAN (PROVIDE ADEQUATE SUPPORT) C� PUSHBUTTON SWITCH WP/GFI WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE H ARD SMOKE DETECTOR HARDWIRED AND INTER- so CONNECTED W/ BATTERY BACK-UP � /J // CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ( GFI GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF CO2 DETECTOR co HARDWIRED AND INTER - CONNECTED W/ BATTERY BACK-UP d' W O 220V 220 VOLT OUTLET m o T THE W 2 HOSE BIBB REINFORCED JUNCTION BOX EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) P" TELEPHONE cn x 2 W Uj¢ p =G Q x ¢ M U O ® ELECTRIC PANEL WALL SCONCE 4 FOUR-WAY SWITCH N m O Q ih CC U , n Z �o n _jU w 0 Z 0 3 U-1 ccv w 2 �o o x 00 S a�-- U LU _ RM " C7 d J o Y M LL Q 0 ? 0 E STANDARD ELECTRICAL BOX HEIGHTS A SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS P I � UTILITY PLAN SECOND FLOOR'S' 3 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT VERIFY LOCATION IN FIELD - NOTES: LEGEND: PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. FAULT CIRCUIT -INTERRUPTERS AFCI AS REQUIRED BY NATIONAL ELECTRICAL PROVIDE AND INSTALL ARC ( ) 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 AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 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 PITS, 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. PROVIDE LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS, UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. � DUPLEX OUTLET CEILING MOUNTED INCANDESCENT LIGHT FIXTURE CHIMES n �0 \\ V v CEILING FAN (PROVIDE ADEQUATE SUPPORT) C� PUSHBUTTON SWITCH WP/GFI WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE H ARD SMOKE DETECTOR HARDWIRED AND INTER- so CONNECTED W/ BATTERY BACK-UP � /J // CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ( GFI GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF CO2 DETECTOR co HARDWIRED AND INTER - CONNECTED W/ BATTERY BACK-UP HALF -SWITCHED DUPLEX OUTLET F—� GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET Q EXHAUST FAN (VENT TO EXTERIOR) T THE --��8 HOSE BIBB REINFORCED JUNCTION BOX EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) P" TELEPHONE WALL SWITCH rv❑ TELEVISION �C'" 1/4° WATER STUB OUT ELECTRIC METER a THREE-WAY SWITCH FLUORESCENT LIGHT FIXTURE ® ELECTRIC PANEL WALL SCONCE 4 FOUR-WAY SWITCH 06DISCONNECT SWITCH TECH HUB SYSTEM U w Z Z O V p WP/GFI AT A/C COND U a,., UTILITY PLAN FIRST FLOOR'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT SERVICE PANEL/ ELECTRIC METER TELEPHONE/ TELEVISION SERVICE BOX C + V) LLJ0 F— ISSUE [10.02.17 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: _F SHEET NO: FIL 6.1 �erp�,119111I►®®o � �I ENS•.•°•G, MULHERN +KULP S`g2 .,• N t = CZ' residential structural engineering * r cn .. w 20 South Maple Street, Suite 150 • Ambler, PA 19002 •p °. S OF p215.646.8001 • mulhemkulpxom %"p '• Q•°: O � Mntrole+=_= all Oct� W ISSUE [10.02.17 FOR REVIEW REVISIONS: 2X EXT. BEARING WALL WEATHER RESISTANT BARRIER - TYPAR ;a RUNG TO 1 1/2" BELOW TOP OF BLOCK HARDIE BOARD HORIZ. SIDING HOUSE WRAP EXTERIOR SHEATHING 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 RIM JOIST REVISION Z -FLASHING HARDIE TRIM, BOTTOM SITS 1 1/2" BELOW TOP OF BLOCK LAST SAVED BY: r 14 J -CHANNEL STUCCO STOP 5/8" TEXTURED STUCCO q OVER BLOCK CC N 00 W Cn a� W a>N HORIZ. BOARD SIDING DETAIL W/ 0 J STUCCO @ PERPENDICULAR TQ CL > WALL FL. TRUSSES 1 3" = V-0" AT 22"X34" LAYOUT V-0" AT 11 " X 17" LAYOUT SHEET NO: D=1 ■ i CONNECTION SPEGIrIGATION5 (T' F. U.N.O.) 140 MPH Wind Zone Ex o5ure G 0E5GRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"x0.120" NAIL5 J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO J015T/BLK'6. (3) NAIL5 0 4" o.c. (3) NAIL5 0 4" O.C. STUD TO SOLE PLATE 2 TOENAIL5 (3) TOENAIL5* TOP OR SOLE PLATE TO STUD 2 NAIL5 3 NAIL5 RIM TO TOP PLATE TOENAIL5 0 8" o.c. TOENAIL5 0 6" o.c.* BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAIL5 (3) TOENAILS* DOUBLE STUD NAIL5 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAIL5 0 24" o.c. NAIL5 0 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE NAILS IN LAPPED AREA II NAIL5 IN LAPPED AREA TOP PLATE LAP 0 GORNER5 4 INTER5EGTIN6 WALL5 (2) NAIL5 (2) NAIL5 * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", 5AME 5PAGIN6 OR NUMBER OF NAIL5. (ONLY ACCEPTABLE WHERE * ARE SHOWN) Window 4 Door Ultimate Wind Pre55ure5 140 MPH Wind Zone Ex o5ure G OPENING 51ZE INTERIOR ZONES END ZONE5m 8' Garage Door +41.9 P5F/-41.3 P5F +41.q P5F/-47.3 P5F I6Garage Door +40.1 P5F/-44.6 P5F +40.1 PW -44.6 P5F 10 5QFT. +48.0 P5F/-52.0 P5F +48.0 P5F/-64.2 P5F 20 5QFT. +45.8 P5F/-4q.q P5F +45.8 P5F/-5q.8 P5F 50 5QFT. +43.0 P5F/-41.1 P5F +43.0 P5F/-54.1 P5F 100 5QFT. +40.8 P517/44A P5F +40.8 P5F/-4q.q P5F 500 5QFT, +35.8 P5F/-3q.8 P5F +35.8 P5F/-3q.8 P5F (DEnd Zone is defined as 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 7-10 Section 2.4.1 to get an equivalent allowable load pressure. Multiply ultimate pressures by a factor of 0.6 to obtain allowable pre55ure5. FLOOR FRAMING • I-JOI5T5/TRU55F5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • I-JOI5T/TRU55 SHOP DW65. 5HALL BE 5UBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR SHEATHING 5HALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE ED6E5, FA5TEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"0.131" NAIL5 o 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE 5UPPORT5. EXTERIOR � SHEAR WALL SHEATH I NCS SPEG I F I GAT I ONS INDIGATE5 LOCATION AND EXTENT OF 5HEARVJALL WHIGH REGUIRE5 5HEATHIN6 AND/ OR FA5TEN I N6 5PEG I F I GAT I ON5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL 5HEAR PANEL 5PEG. 1/16" PLYWOOD OR 05B FASTENED W PI 212 x0.131 NAIL5 @ 6 o.G. ALON6 PANEL ED6E5 AND 12" o.c., IN THE PANEL FIELD. 7/16" PLYWOOD OR 05B FA5TENED w/ P3 2Y2 "x0.131" NAIL5 © 3" o.c.. ALONG PANEL ED6E5 AND 12" o.c.. IN THE PANEL FIELD. 5TANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: 5HEATH ALL EXTERIOR WOOD FRAMED WALLS w/ 7/16" PLYWOOD OR 056 FA5TENED w/ 2"x0.131" NAIL5 @ 6" O.G. AT ALL PANEL ED6E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLAN5) I. ALL PANEL E06E5 5HALL OCCUR OVER FRAMING OR 2X BLOGKIN6 5HALL BE PROVIDED TO 5UPPORT PANEL EDGE AND FASTENING 2. ALL 5TRUGTURAL PANEL5 ARE TO BE DIRECTLY APPLIED TO 5TUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHIN6 5HALL BE GONTINUOU5 FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL 5HEAR WALL5 5HALL HAVE DOUBLE TDP PLATES FASTENED TOGETHER w/ 3Y2"x0.131" NAIL5 0 16"O.G. U5E (8) 3Y2"x0.131" NAIL5 @ EA. LAP 5PLIGE. (TYP. U.N.0) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEAR WALL5 AND EXTERIOR WALL5 ARE GONTINUOU5 5HEATHED ABOVE AND BELOW OPENIN65. 6. 5EE ARCHITECTURAL DRANIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 1. ALL EXTERIOR WALL5 GON51DERED FOR 5HEAR WALL5. LFI ERE PANEL5 ARE APPLIED TO BOTH FAGE5 OF WALL, NEL JOINT5 5HALL BE OFF5ET TO FALL ON DIFFERENT AMING MEMBER5. UPLIFT CONNECTORS BEARING CONDITION TRU5 GONNEGTOR 51MP50N HTT-4 HOLD-DOWN (w/ 55TBI6 A.B.) H HD -2 SIMP50N M5TG66 STRAP TIE (24" END LEN(5TH) (M5TG6(9133 ALTERNATE) < 15' 5IW50N H2.5A SINGLE ROOF TRU55 BEARING ON (2)2x8 5PF OR 5YP #2 VV H4xb . TA OF s•zz WOOD STUD WALLMOOD BEAM 1/2" PLYWD FLITGH PLATE 0 (2)2x10 > 15' 51MP50N HIOA ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM Structural Engineering, Inc. 3.5"x9.5" AFP 1.6E 5HORT SINGLE ROOF TRU55 OR PORGH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL c J CID FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5) = 30 P5F @ SLEEPING AREA5 = 50 P5F @ GARAGE ROOF 61RDERR TRU55 OR FLUSH ALL (2) 51MP50N HETAI6 BEAM BEARING ON GMU WALL C C Q CIL ALL BEARING POINTS OF EAGH ROOF TRU55 5HALL BE GONNEGTED WITH GONNEGTOR A5 L15TED ABOVE. HOLD -ROAN 50HEMLE 5YMBOL 5PEGIFIGATION HD-1 51MP50N HTT-4 HOLD-DOWN (w/ 55TBI6 A.B.) 2 2xb 5PF OR 5YP #2 VV H06 HD -2 SIMP50N M5TG66 STRAP TIE (24" END LEN(5TH) (M5TG6(9133 ALTERNATE) • ALL HEADERS, BEAM5 4 OTHER 5TRUGTURAL MEMBER5 5HALL BE PR9�/®®®s® � N � N 4 G�N�R,�L STRUGTUR�L NOTES 5Y1-42 o I6 O.G., OR BETTER (I r. U.N.O. ON PLANS). NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. 7 4 • DE516N 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE. 2 2xb 5PF OR 5YP #2 VV H06 ' N "k • ALL HEADERS, BEAM5 4 OTHER 5TRUGTURAL MEMBER5 5HALL BE W EE , "NATIONAL DESIGN •000 FRAM NGINEERIN6 15 BA5ED ON ND5 - (2)2x8 5PF OR 5YP #2 VV H4xb . TA OF s•zz 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATE5T EDITION. 1/2" PLYWD FLITGH PLATE 0 (2)2x10 • DE516N LOA05: ROOF LIVE = 20 P5F 'STUD' GRADE MEMBERS 5PAGE1? o 16911 O.G. (MAX). /1/1111110 _ © copyright: MULHERN & KULP (2)2x12 Structural Engineering, Inc. 3.5"x9.5" AFP 1.6E 5HORT LOAD DURATION FACTOR = 1.25 M WITH 2x 'STUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX.). SINGLE TOP PLATES ALLOWED PER 8602.2.2.1. NAIL5 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 c J CID FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5) = 30 P5F @ SLEEPING AREA5 = 50 P5F @ GARAGE • ALL HEADERS 5HALL BE 5UPPORTED BY (1)2x JACK 5TUD 4 (1)2x a) C" DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED t EXP05URE A5 L15TED C C Q CIL REVISIONS: 2x8 MEMBER5. (D • L. L� LOCATION AND EXTENT OF 5HEAR WALL L0 U • FACE NAIL BUILT UP 2x P05T5 W/ 3"4.131" NAIL5 0 16' O.G. date: initial: r MEMBER5. FOR 4 PLY BEAM5 OF EQUAL WIDTH, FA5TEN PLIE5 TOGETHER w� y� > 0 _ • WITH 3 ROW5 51MP50N 5D5 5GREW5 (OR 6 5/4" TRU55LOKQ r"•__•-•7 EXTENT OF OVERFRAMIN6 LU MORE GONDITION5. OFY4"xb" z o Lri � N � N 4 G�N�R,�L STRUGTUR�L NOTES • EXTERIOR WOOD STUD BEARING WALL5 5HALL BE 2x4 5PF#2 OR 11 5Y1-42 o I6 O.G., OR BETTER (I r. U.N.O. ON PLANS). NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. IV • DE516N 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE. 2 2xb 5PF OR 5YP #2 VV H06 • INTERIOR WOOD STUD BEARING WALL5 5HALL BE 2x4 5PF OR 5YP • ALL HEADERS, BEAM5 4 OTHER 5TRUGTURAL MEMBER5 5HALL BE W EE , "NATIONAL DESIGN •000 FRAM NGINEERIN6 15 BA5ED ON ND5 """""•"" ' 2 (2)2x8 5PF OR 5YP #2 VV H4xb 3.5"x5.5" AFP I hE SHORT 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATE5T EDITION. 1/2" PLYWD FLITGH PLATE 0 (2)2x10 • DE516N LOA05: ROOF LIVE = 20 P5F 'STUD' GRADE MEMBERS 5PAGE1? o 16911 O.G. (MAX). M&K proje numbe project number: _ DEAD = I P5F T.G., 10 P5F B.G. (2)2x12 181-17013 3.5"x9.5" AFP 1.6E 5HORT LOAD DURATION FACTOR = 1.25 • _ _ _ BEARING WALL ABOVE WITH 2x 'STUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX.). SINGLE TOP PLATES ALLOWED PER 8602.2.2.1. NAIL5 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 T r.rl FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5) = 30 P5F @ SLEEPING AREA5 = 50 P5F @ GARAGE • ALL HEADERS 5HALL BE 5UPPORTED BY (1)2x JACK 5TUD 4 (1)2x project mgr SDI drawn by: CDV CM DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED t EXP05URE A5 L15TED KING STUD, MINIMUM. - THE NUMBER OF 5TU05 5PEGIFIED AT A SUPPORT INDIGATE5 THE issuedate: 06-29-17 REVISIONS: 2x8 MEMBER5. R15K GATEGORY II • L. L� LOCATION AND EXTENT OF 5HEAR WALL 6ENEEZAL FRAMIN6 • FACE NAIL BUILT UP 2x P05T5 W/ 3"4.131" NAIL5 0 16' O.G. date: initial: 09-25-17 MK MEMBER5. FOR 4 PLY BEAM5 OF EQUAL WIDTH, FA5TEN PLIE5 TOGETHER STAGGERED. APPLY NAILING FROM BOTH FAGE5 0 3 -PLY OR > 0 • EXTERIOR WOOD STUD BEARING WALL5 5HALL BE 2x4 5PF#2 OR 11 HEAVER SUBSTITUTION SOHEVULE 5Y1-42 o I6 O.G., OR BETTER (I r. U.N.O. ON PLANS). NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. DE5GRIPTION �• W 2 2xb 5PF OR 5YP #2 VV H06 • INTERIOR WOOD STUD BEARING WALL5 5HALL BE 2x4 5PF OR 5YP • ALL HEADERS, BEAM5 4 OTHER 5TRUGTURAL MEMBER5 5HALL BE 'STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLAN5). """""•"" ' 2 (2)2x8 5PF OR 5YP #2 VV H4xb 3.5"x5.5" AFP I hE SHORT • ALL INTERIOR 5HEARWALL5 5HALL BE GON5TRUGTED WITH 2x 1/2" PLYWD FLITGH PLATE 0 (2)2x10 (2)2x10 5PF OR 5YP #2 W/ H4x10 'STUD' GRADE MEMBERS 5PAGE1? o 16911 O.G. (MAX). w _ • ® INTERIOR BEARING WALL (2)2x12 • ALL NON-BEARING INTERIOR 5TUD WALL5 5HALL BE GON5TRUGTED 3.5"x9.5" AFP 1.6E 5HORT • _ _ _ BEARING WALL ABOVE WITH 2x 'STUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX.). SINGLE TOP PLATES ALLOWED PER 8602.2.2.1. NAIL5 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 T r.rl SUBSTITUTED PER THE HEADER 5UB5TITUTION 5GHEDULE ABOVE. • ALL HEADERS 5HALL BE 5UPPORTED BY (1)2x JACK 5TUD 4 (1)2x E = 000,000 psi, Fb = 4500 psi, Fv = 115si, Fc -perp = 650 p51. CM LYL HEADER5 ARE 5PEGIFIED ON THE PLAN5. KING STUD, MINIMUM. - THE NUMBER OF 5TU05 5PEGIFIED AT A SUPPORT INDIGATE5 THE • - - - - BEAM / HEADER HEAVER SUBSTITUTION SOHEVULE LABEL NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. DE5GRIPTION �• W 2 2xb 5PF OR 5YP #2 VV H06 LEGEND • ALL HEADERS, BEAM5 4 OTHER 5TRUGTURAL MEMBER5 5HALL BE HEADER """""•"" ' 2 (2)2x8 5PF OR 5YP #2 VV H4xb 3.5"x5.5" AFP I hE SHORT 5PRUGE-PINE-FIR #2 (5PF) OR 5OUTHERN PINE #2 (5YP) LUMBER, OR 1/2" PLYWD FLITGH PLATE 0 (2)2x10 (2)2x10 5PF OR 5YP #2 W/ H4x10 BETTER (KILN -DRIED). w _ • ® INTERIOR BEARING WALL (2)2x12 • FACE NAIL MULTI -PLY 2x BEAM5 4 HEADER5 W/ 3-ROW5 OF 3"x0.131" 3.5"x9.5" AFP 1.6E 5HORT • _ _ _ BEARING WALL ABOVE 5PAN HEADER NAIL5 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 ANTHONY FOREST PRODUGT5 (AFP) I.6E 5HORT51PAN HEADER5 MAY BE SUBSTITUTED PER THE HEADER 5UB5TITUTION 5GHEDULE ABOVE. 2. AFP 1.6E 5HORT5PAN HEADER5 HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 000,000 psi, Fb = 4500 psi, Fv = 115si, Fc -perp = 650 p51. 3 -PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAIL5 FOR 2x6 4 LYL HEADER5 ARE 5PEGIFIED ON THE PLAN5. 4. REFER TO THE 5TANDARD HEADER NOTE5 WITHIN GENERAL FRAMING NOTES • - - - - BEAM / HEADER 2x8 MEMBER5. �,., W • L. L� LOCATION AND EXTENT OF 5HEAR WALL • FACE NAIL BUILT UP 2x P05T5 W/ 3"4.131" NAIL5 0 16' O.G. O W MEMBER5. FOR 4 PLY BEAM5 OF EQUAL WIDTH, FA5TEN PLIE5 TOGETHER STAGGERED. APPLY NAILING FROM BOTH FAGE5 0 3 -PLY OR > 0 • WITH 3 ROW5 51MP50N 5D5 5GREW5 (OR 6 5/4" TRU55LOKQ r"•__•-•7 EXTENT OF OVERFRAMIN6 MORE GONDITION5. OFY4"xb" z • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL `1•/ INDIGATE5 LOCATION OF REINFORCED GMU GORE OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE 5GREW5 CONNEGTION5 (TYP. U.N.O. ON PLAN5). (5EE NOTES) • 5HEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 7/16" 056 2" FROM EDGE. A 50LID T' BEAM 15 ACCEPTABLE. J L METAL HANGER t n FA5TENED w/ 2Y2"x0.131" NAIL5 @ 6" O.G. @ ED&E5 4 12" O.G. @ • ALL EXTERIOR 4x4 WOOD P05T5 5HALL HAVE 51MP50N f CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL U) PC47/EPC47 GAP A ABU447 BASE U N O INDIGATE5 P05T ABOVE. PROVIDE 50LID UN5UPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLAN5. BLOGKIN6 UNDER P05T OR JAMB ABOVE. • PROVIDE 50LID BLOGKIN6 IN FLOOR 5Y5TEM UNDER ALL P05T5 LW Z GONTINUOU5 TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: O HEAVER SUBSTITUTION SOHEVULE LABEL DE5GRIPTION LABEL DE5GRIPTION (2)2x6 2 2xb 5PF OR 5YP #2 VV H06 3.5"x5.5" AFP 1.6E SHORT 35'x55' 1/2" PLYWD FLITGH PLATE HEADER (2)2x8 (2)2x8 5PF OR 5YP #2 VV H4xb 3.5"x5.5" AFP I hE SHORT 1/2" PLYWD FLITGH PLATE 5PAN HEADER (2)2x10 (2)2x10 5PF OR 5YP #2 W/ H4x10 3.5"x9.5" AFP IhE SHORT w 1/2" PLYWD FLITGH PLATE 5PAN HEADER (2)2x12 2 2x12 5PF OR 5YP #2 W/ H4x10 3.5"x9.5" AFP 1.6E 5HORT 1/2" PLYWD FLITGH PLATE 5PAN HEADER I. WHERE SPF OR 5YP #2 BUILT-UP HEADER5 ARE 5PEGIFIED ON THE PLAN5, ANTHONY FOREST PRODUGT5 (AFP) I.6E 5HORT51PAN HEADER5 MAY BE SUBSTITUTED PER THE HEADER 5UB5TITUTION 5GHEDULE ABOVE. 2. AFP 1.6E 5HORT5PAN HEADER5 HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 000,000 psi, Fb = 4500 psi, Fv = 115si, Fc -perp = 650 p51. 3. AFP I.6E 5HORT5PAN HEADER5 MAY NOT BE 51,1155TITUTED WHERE BUILT-UP LYL HEADER5 ARE 5PEGIFIED ON THE PLAN5. 4. REFER TO THE 5TANDARD HEADER NOTE5 WITHIN GENERAL FRAMING NOTES ON 5HEET 50.0 FOR ADDITIONAL HEADER INFORMATION. • • • sheet: • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALL5 5HALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. S000 • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x106 psi n • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^6 psi J • FOR 2 8 3 PLY BEAM5 OF EQUAL WIDTH, FA5TEN PLIE5 TOGETHER LL WITH 3 ROW5 OF 300.131" NAIL5 0 8" 0/6 OR 2 ROW5Y4"x3Y2" w 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16' OIG. U5E 14" r� 0 A MINIMUM OF 3 ROW5 FOR BEAM DEPTH5 OF OR GREATER. V APPLY FASTENING AT BOTH FAGE5 FOR 3 -PLY CONDITION. LOCATE 5,V411 TOP $ BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3Y211 OR �,., W BEAM5 ARE ACCEPTABLE. U5E 2 ROW5 OF NAIL5 FOR 2x6 ✓t 2x8 O MEMBER5. FOR 4 PLY BEAM5 OF EQUAL WIDTH, FA5TEN PLIE5 TOGETHER v > 0 • WITH 3 ROW5 51MP50N 5D5 5GREW5 (OR 6 5/4" TRU55LOKQ OFY4"xb" z 5GREW5) 0 16" O/G. U5E A MINIMUM OF 4 ROWS FOR BEAM DEPTHS' `1•/ OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE 5GREW5 ONLY FOR TRU55LOK 5GREW5), LOCATE TOP AND BOTTOM 2" FROM EDGE. A 50LID T' BEAM 15 ACCEPTABLE. t n w 0 • ALL EXTERIOR 4x4 WOOD P05T5 5HALL HAVE 51MP50N f PC47/EPC47 GAP A ABU447 BASE U N O • • • sheet: • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALL5 5HALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. S000 PORGH SLAB: 3 1/2" GONG. SLAB ON GRADE (2500 P51 MIN.) w/ 6x6-WI.4xWl.4 MESH OR FIBER MESH ON q5% COMPACTED FILL OR VIR61N 501L 1 le 15'-4" 10'-0" H S 501.0 �- W Q PORCH SLAB: Q 3 1/2" GONG. SLAB ON GRADE (2500 P51 MIN) w/ 6x6-WI.4xW1.4 I N MESH OR FIBER MESH ON 015% GOMPAGTED FILL OR VIR61N 501L I I 8 501.0 I 501.0 I r W S.6.D. RECESS PER I MANUF. IN5TRUGTION5 GONGRETE SLAB: } o 3 1/2" GONG. SLAB ON 6RADE 0 (2500 P51 MIN.) w/ 6x6-WI.4xWl.4 MESH OR FIBER MESH OVER 6 � O MIL. POLY ON q5% GOMPAGTED N FILL OR VIRGIN 501L SEE BLOGK PLAN FOR VERTICAL BAR LOGATION5 24"x24"x12" GONG. FT6. 4 UNDER P05T ABV. 5"1.0 r—� �--- _---- _ ---------I � I I op 4'-2" 4'-2" I GARAGE 5LAB: 3 112" GONG. SLAB ON GRADE (2500 P51 MIN) W 6x6-WI.4xWl.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% COMPACTED I FILL OR VIRGIN 501L - to IN I I I- 5 I 501.0 °- � I I 8 I b _ SDI. O 501.0 I I J � 501.0 16"Ab" x8" THIGKENED SLAB -411 `I" 16'-0" 21-411 281-011 SLAB � OUNDl�TIONPLAN SCALE: I/4 I'-0" ELEV5. 5, T, 4 U r- 0 N nwr 0 N 2 501.0 TERMITE PROTECTION - 5ENTRIGON (AS GH05EN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH THE FBG 8318 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 51LAB-0114-61ZADE FLOORS SHALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE GLAMPIN6 DEVIGE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 3. CONDENSATE LINE, IRRI6ATION/5PRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DI5GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDER6ROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. 6UTTER5 WITH DOWN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVES OF LE55 THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR 6ABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF 6ENERAL BTRUGTURAL NOTE5 FOUNOATION • DE516N 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • FOOTIN6 DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DESIGNS ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 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 GONTAGT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO510N-RE515TANGE GOMPATIBILIT'( OF HARDWARE 4 FASTENERS IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 P51:....... 5LAB5 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIR61N 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINT5 AT ALL INSIDE CORNERS OF SLAB E06E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.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 G476 F'c=3000 P51 w/ MAX 3/a" A66RE6ATE • GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF ICIOO P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • EDREINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORGED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE GENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN BUILDERS TO VERIFY. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: NS r' N 4 AT OF �si.�F'•• 4 o R o •' C? v 0 N A\-����,� It Ills IIlilt ®e, © copyright : MULHERN & KULP Structural Engineering, Inc. W m c a� Z ix CJS E T y y • J � CC U) W� N � N 4. M&K project number: 181-17013 project mgr: S D I drawn by: G DV issuedate: 0.6-29.17 REVISIONS: date: initial: 09-25-17 MK sheet: RIGHT HAND S100-- H S C3 �- W Q Q H Z (L IL zLL J o� o W 2 00 } o 0 N � LL, � O sheet: RIGHT HAND S100-- cSJ Zd N "t START 3'-8" MB -I GONT. MB -I 3068 DOOR 41 "x84V2" R.O. START 2'-4" (0'-0" _ q'4" BLOGK PL�tN SCALE: 1/4"=I' -C" I6'-0 "x-I�'_O" GARAGEDOOR 26'-0" 28'-0" �l�YH I ION 5 CS) b - MASONRY LINTEL ASSEMBLIES 5EE 5GHEDULE AND 5PECIFICATION5 FOR ADD'L INFO GROUP GRour BOTTOM REINF. PREGAST LINTEL w/ PREGAST LINTEL w/ EMBEDDED REINF. J71 I I EMBEDDED REINF. ME3—1--1 MB -2 m� m� TOP REINF. t—M — TOP REINF. MB-2 VMTIGAL ----- SHEAR TIES _g GROUT GROUT BOTTOM REINF. u " BOTTOM REINF. PRECAST LINTEL. W EMBEDDED REINF. PRECAST LINTEL. W � I I EMBEDDED REINF. (U #5 (2) #5 #3 VERTICAL TIE5 ® 4"o.(.. W/ 180 DEGREE HOOK T413 APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., THIS ASSEMBLY REQ. 1] MB -3/ MB -36 SHEAR MB -4/ MB -4A A MD4A LINTELS, LINTELS DESIGNATED WITH AN M13-3600 SHALL BE GON5TRUGTED THE SAME PS M13-3/4 EXLEFT THE DEPTH SHALL BE MODIFIEV FROM I'-4" TO P-2" BY FIELD GUTTING THE TOP OF THE PRECAST LINTEL DOWN 2". ALL OTHER SPEGIFIGATION5 SMALL REMAIN THE SAME. BOND BEAM REINF SHALL. WIN GONT TM TOP LINTEL. GOURSE. MASONRY LINTEL VETA I L5 z REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB -I 8F8 -013/0T ----- ----- MB-2 8F$-I13/OT ----- (1) #5 MB -3 8FI6-IB/IT (1) #5 (1) #5 MB -4 8FI6-2B/IT (U #5 (2) #5 #3 VERTICAL TIE5 ® 4"o.(.. W/ 180 DEGREE HOOK T413 APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTELS W/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2, SHORE FILLED LINTEL5 A5 REQURIED. 5. ALL LINTELS SHALL HAVE 4" MINIMUM 13EARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. TERMITE PROTECTION - 5ENTRIGON (AS GH05EN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH THE FBG R318 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE SLEEVES AROUND PIPING PENETRATING 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 THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB U51N6 A NON-GORRO51VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 3. CONDENSATE LINE, IRRI6ATION/5PRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL 015GHARGE 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 PROJEGTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BA5EO ON 5th EDITION (2014) FLORIDA BUILDING CODE. • POOTIN6 DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. THESE FOUNDATION OE516N5 ARE AL50 ADEQUATE POR ALLOWABLE 501L BEARIN6 GAPAGITIE5 6REATER THAN THE 1500 P5P MIN. REQUIRED. (I.E. IF 2000 PSP 501L 15 PRESENT, THESE FOUNDATION OE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORR0510N-RE515TANGE GOMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRE5ERVATIVE-TREATED HOOD, CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE OE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOHIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O. f'c = 2,500 p5f:....... FOOTIN65 2,500 p51:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05EO TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINC75 AND 5LA65 ON GRADE SHALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.G.) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM Gq0 WITH A MINIMUM 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 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL ED BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL ALIGN WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF HALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENIN65 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 MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS 5HOHN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal: %04111111118111 No 2 • + L TE OF Imp'•. • � • : ?w F L , ©c PYA sd1 L I�lit�li a% nng, Inc, D N rn W ` N rn E C c c y - G a M&K project number: 181-17013 project mgr: S D I drawn by: C DV issue date: 06-29- 17 REVISIONS: date: initial: 09-25-17 MK CID W MMJ Z 0 REFER TO 5-0.0 FOR TYPIGAL STRUCTURAL NOTES $ SGNEDULES sheet: RIGHT HAND S2*0 z U)0. Z W � 0 (L LIJ 0 2 U > 0 12 O 00a REFER TO 5-0.0 FOR TYPIGAL STRUCTURAL NOTES $ SGNEDULES sheet: RIGHT HAND S2*0 GAP $ ABN44Z BASE MONO TRU55E5 (TYP) 01 ® 24" O.G. F 71Vn r-1 _nn$z F 50ALE: 1/4"=1'-0" RAMIN6 PLAN ELE\/ATION 5 REFER TO 5-0.0 FOR TYPIGAL STRUCTURAL NOTES 4 SCHEDULES seal ®®"0%1eG rr II N 8 4 Z �ir ' S TE OF 41/ • r� 00 0 R If �ONAI 'E0" © 111111110 copyright : MULNERN & KULP Structural Engineering, Inc. J '� C C" z 8 CAD` N iv T � i l0 y • W r. J " ao W � � - N N iCl. M&K project number: 181-17013 project mgr: S D I drawn by: C D j issue date: Oro -29-17 REVISIONS: date: initial: 09-25-17 MK H S Cz LU O � z Oct H LO z a z LL d LIJ o a°:F} o 0 Q 0 Q0 zN V- � O sheet: RIGHT HAND S3.0 i LL c a c r 1'-0" I'-011 R00� �R�MING 5G,4LE: 1/4' I' -C" PLAN i ELE\/ATION 5 J J V REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SGHEDULES seal reearas®®®®® ®� S G. ..FR14 0�®� ° • �r IN 7 4 Z 10 AT OF ®• A ° 1#11N N fiee® �'�e ®oo © copyright : MULHEI�t��(ULP Structural Engineering, Inc, LL � C (D $S N C Q c� LZ .3. C CD L y W U)N � 2CO� • ++ O O C N y N N 4 M&K project number: 181-17013 project mgr: S D I drawn by: C DV issue date: 06-29-17 REVISIONS: date: initial: 09-25-17 MK Cz LU J 2 0 T - V1 z nn z v Z a LLJ LU o � < w LL 0 LI. ('0> 0 O z 0 W a 0 sheet: RIGHT HAND S4*0 "t 'I 8 GMU BLOCK R4.1 FI -FOIL OR PROVIDE 30" EQUAL OVER 3/4" (1) #5 FROM FTG. TO FURR STRAPS BOND BEAM. 5PLIGE MIN. LAP SPLICE TO BE MIN. 30" 3Y2. GONG. SLAB w/ GROUT CELL SOLID WWF OR FIBERME5H 3Y2' GONG. SLAB w/ REINF. OVER 6 MIL. VAPOR BARRIER e .. .e ° WWF OR FIBERME5H e � INTERIOR0. � 6RA_DE HT. (SEE PLANS FOR _ _ _ — —_ o _III—III--_ III—I I I► I I—I I►—I I I—I I i - N - -1 11=1 11-1 11-111 < I—I 11-1 11-1 11- II o —_111-111—_111 ° ° °. 111-111-111- BARRIER —111—i I I-111 d I—I 11—I II_111-111 a <. 111-111-1 I I_ 1 I-111 III -111-111- I III— � � —III,, GLEAN =III MONOLITHIC . GOMPAGTED FILL (-� FOUNDATION W/ ® q5% STANDARD (2) #5 HORIZ. DENSITY MIN. CONT. ON CHAIRS BE MINSPLICE 5" 0" MIN. GOVER) WHERE 2ND STORY d III—III—I ° 1-111—_LI i OGGURS FTG. SHALL BE GROUT CELL 50LID 1'-4" WIDE w/ (2) #5 BARS 3Y2" GONG. SLAB w/ FOOTING S�GTION IN/BLOCKPET IL SCALL: NTS NON -LOAD BRC. WALL 6ARAGE INTERIOR 4 °. OFFSET FOOTING NONB��RI N11 17�T)41 L WALE: NTS SLOPE P R MF6. SPECS 3/4' RECE55 9 SLIDING e. GLASS DR. ° SILL FORMED ON 51TE EXP JOINT SLOPE 51LL FORMED ON SITE 3Y2" GONG. 5LAB (2500 P.5.1)' W/ bxb 10/10 W.W.M. AND b MIL. m w VAPOR BARRIER d ° ° 4 4' e ° 4 EXP JOINT ° 4 ° e•a R M SPE 5 �X EOR OUT5111 NG 1 51117 POURED 5I LLS DETAIL > � SCALL: NTS 6" CMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. 5PLIGE TO BE MIN. 30" GROUT CELL 50LID h; wz MATCH GMU LEDGE PER 1/501.0 4. C) (zI GRADE _ _ d 4 =III=III=1111 ,III III_III—IIi—IIII- N o z �—;III=III=III=1 I< d` e: 1=III=III I � I- - III III—III II1=1I1 11 `� I—III—III—II: II—III—III; I I I-1 11 II—= II—III--I -11,I�I I I I 11=1II— III ; I I _�' CLEAN III —11 �= I I MONOLITHIC COMPACTED FILL 1��� FOUNDATION W/ 0 115% STANDARD MIN. (2) #5 HORIZ. CONT. ON CHAIRS WHERE 2ND STORY 0" MIN. COVER) OCCURS FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS 2 GR, GE CURB17�TAIL scALe: � FILLED CELLS (SEE PLAN) 20"x8" THICKENED - EDGE W/ (2) #5 CONT. THICKENED WiSlE @ GARAGE POOR DETAIL SCALL: NTS � I � I ..� .V._.Ium.uvl�,��lHklal Y2" GYP. BD. EA. 51DE OF 2x'5 A IV' O.G. STUD PLATE TIES SND TOP 4 BOT. (IF NOTED ON PLANS) FASTEN W/ Y4"x5" LONG TAPGON5 0 2'-8" O.G. AND 12" MAX FROM END OF WALL (UNLESS NOTED PT. BOT. PLT. OTHERWISE ON PLANS) d v e -I I I_I—II _I I -MII iI� 4 —� '—III—III—III—I I —III—III—III— I—III—I � I—I V I I I-1 I E I I A-1 11 N!: II-III=1 g„ S,I (2) #5 HORIZ. DONT. ON GHAIR5 0" MIN. COVER) WHERE 2ND STORY OCCURS FT6. SHALL BE I'-8" WIDE w/ (3) #5 BARS UPLIFT CONNECTORS SUCH AS 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 OTHERWISE ON PLANS 'a INT. BEARING NALL FOOTING DETAIL 8"x8" THICKENED SLAB W/ (1) #5 GONT. 0111�=KENED E17GE DETAIL NT5 GLEAN COMPACTED' 11—I I I—III III—IIi FILL ® 45% STANDARD DENSITY AND TERMITE III= III -1 I I-11( III— TREATED I I =1 11=111-1 I I—III-1 MONOLITHIC -I I I=IIi FOUNDATION w/ (2) #5 HORIZ. I' -O" GONT. ON CHAIRS MIN. (3" MIN. COVER) WHERE 2ND STORY OCCURS FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS (D U1117008 17ETAIL NTS 8" CMU BLOCK seal PROVIDE 30" R4.1 FI -FOIL OR 8" CMU BLOCK MIN. LAP SPLICE FURR STRIPS BOND BEAM. SPLICE (1) #5 VERT. IN 3Y2' GONG. SLAB w/ TO BE MIN. 30" 3Y2" GONG. SLAB w/ GROUTED CELL, FULL WWF OR FIBERME5H 8" GMU BLOCK INTERIOR0. HT. (SEE PLANS FOR REINF. OVER 6 MIL. Y2" GYP. BEA. 51DE VAPOR BARRIER (SEE PLAN) — LOGATIONS)VAPOR BARRIER (1) #5 FROM FTG. TO 4 R4.1 FI -FOIL OR °. ° <. e ° " d e ' d BONDTOBEAM. FASTEN W/ Y4"x5" LONG TAPGONS O.G. AND 12" MAX FROM EQUAL3/4 ' ATE e -� '•• �'�o.�'°•.. O P• � ®`' BE MINSPLICE 5" FURR STRIPS d III—III—I ° 1-111—_LI i ° • � � � GROUT CELL 50LID 2 1/4" 3Y2" GONG. SLAB w/ 1 II 117 W/ S,/0�N�%♦ '3/0 WWF OR FIBERME514 1 1/2 oll 1 P55 LANS) OTHERWISE DEN5ITY REINF. OVER 6 MIL. CzBREAK LU aSTUD WHERE 2ND STORY t -L VAPOR BARRIER OCCURS FT6. SHALL BE SHELL TOAALLOW — > PT BOT, PLT. d FOR 5LAB TOP 4 BOT. (IF NOTED ON .° —III__I i r=II—_III GRADE I—I I I—I I I—III=1 I GRADE A" a ___ I I=1 I I=1 V I I I—I I I—I —.11 I I=III III—I I I—I I I-1 11— — - 4 —1 L I—III BELOW 5LAB DOWN I I I I I I I I -11 I— TO FOOTING I_III—III _— — 4 .. • I—III_ a . (1) #5 DOWEL W/ 6"d �, °°' 12"Ab" GONT. CONT. A/C CHASE PVG HOOK (SEE PLANS " . a FTG. W/ (2) #5 HORIZ. loll SLEEVE TO BE FOR LOCATION) CONT. ON CHAIRS (3" CONT. ON CHAIRS (3" MIN. COVER) -IIi ;III=III—III=1 I TWIGE THE e ° MIN. COVER) -1 I I, ,III- DIAMETER OF F3� L y LU rn PROTECTED PIPE �, GHA5E DETAIL UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT I I 17ROPP�17 MINX DETAIL 10 SCALL: NM FORGES (REFER TO PLANS). PROVIDE SCALL= NTS GLEAN COMPACTED' 11—I I I—III III—IIi FILL ® 45% STANDARD DENSITY AND TERMITE III= III -1 I I-11( III— TREATED I I =1 11=111-1 I I—III-1 MONOLITHIC -I I I=IIi FOUNDATION w/ (2) #5 HORIZ. I' -O" GONT. ON CHAIRS MIN. (3" MIN. COVER) WHERE 2ND STORY OCCURS FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS (D U1117008 17ETAIL NTS 8" CMU BLOCK seal R4.1 FI -FOIL OR ®AA11111JJJJ .�S G FR/(��♦ (1) #5 FROM FT6. TO FURR STRIPS BOND BEAM. SPLICE NS�°.ri s TO BE MIN. 30" 3Y2" GONG. SLAB w/ 4 ' + WWF OR FIBERME5H INTERIOR0. REINF. OVER 6 MIL. PORCH SLAB` Y2" GYP. BEA. 51DE VAPOR BARRIER (SEE PLAN) — r *' _ OF 2x415 A 16" O.G. 4 O F 6ARAGE FASTEN W/ Y4"x5" LONG TAPGONS O.G. AND 12" MAX FROM 1—IIi—III—III=LII —I I I-1II—I ATE e -� '•• �'�o.�'°•.. O P• � ®`' °4. III%111=1 I Mi_I ' ° I I=III—III=1 ® 2'-8" d III—III—I ° 1-111—_LI i ° • � � � —III_ I—III—III-111=III j—' 2 1/4" CLEAN—""'FOUNDATION ENE) OF L CE W/ S,/0�N�%♦ '3/0 (2) #5 HORIZ. 1 1/2 oll 1 P55 LANS) OTHERWISE DEN5ITY © copyright: N�1�41EftY�A P®®® (3" MIN. COVER) LU aSTUD WHERE 2ND STORY t -L PLATE TIES A STUD OCCURS FT6. SHALL BE Structural Engineering, Inc. > PT BOT, PLT. EXTF_R10R I TOP 4 BOT. (IF NOTED ON PLANS) a e ' 4 et • ° e _J •L e O Je d (2) #5 HORIZ. I0" loll "� $ CONT. ON CHAIRS (3" MIN. COVER) F3� L y LU rn �, UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT -°' •- c REQUIRED ON WALL5 NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UWE55 NOTED OTHERWISE ON PLANS c� ti c� OFFSET FOOTING BEAR I NG PETA I L N a WALL: NTS IF M&K project number: 181.17013 8" GMU BLOCK BEYOND project m9r: S D I R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER 3/4" drawn by: C DV FURR STRIPS issue date: 06-29- `j 7 3Y2° GONG. SLAB w/ MTL. THRESHOLD SET IN SEALANT WWF OR FIBERM REINF. OVER 6 MIL. REVISIONS: PORCH SLAB-7VAPOR BARRIER date: initial: (SEE PLANS)09-25-17 MIK ° e d 4 ° e ° e 111—II1_III=1II '—I I I—I I I I ° P. I I I-1 11=1 11—I �_I—I _ ' ___I I I __ I I ll I I_—I111--111—I I • � .. I—III —_ I I—II_I I I- I� I=1 I I—III—I I 4 I I-1 11-1 11 - GLEAN COMPACTED' 11—I I I—III III—IIi FILL ® 45% STANDARD DENSITY AND TERMITE III= III -1 I I-11( III— TREATED I I =1 11=111-1 I I—III-1 MONOLITHIC -I I I=IIi FOUNDATION w/ (2) #5 HORIZ. I' -O" GONT. ON CHAIRS MIN. (3" MIN. COVER) WHERE 2ND STORY OCCURS FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS (D U1117008 17ETAIL NTS 8" CMU BLOCK R4.1 FI -FOIL OR EQUAL OVER 3/4" (1) #5 FROM FT6. 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 4 1—IIi—III—III=LII —I I I-1II—I hI I I EXP JOINT - °4. III%111=1 I Mi_I ' ° I I=III—III=1 _=III—I 'III—III d III—III—I ° 1-111—_LI i —III_ I—III—III-111=III j—' MONOLITHIC CLEAN—""'FOUNDATION I I 1-1 11- W/ COMPACTED FILL (2) #5 HORIZ. A q5% STANDARD oll 1 CONT. ON CHAIRS DEN5ITY IN. MIN (3" MIN. COVER) WHERE 2ND STORY OCCURS FT6. SHALL BE 1'4' WIDE w/ (2) #5 BARS EXTF_R10R PLL @ PORCH SLAB i7ET IL SCALL: NTS J Z W LL Z W p o UJ � O :F D } o ::)0 N � LLM � O SD 1 00 (4)3 Y2"x0.131" TOE NAIL5 OVERFRAMINC6 ROOF 5HEATHING VALLEY 5ET 2 Y2"x0.131" NAILS ® 6" O.G. OVERFRAMINCG TRU55 (EDGE NAIL) 2 Y2'xO.131" NAIL5 ® 12" D.G. FA5TEN EACH S; MAIN ROOF 5HEATHING OVERFRAMED TRUSS END TO TRU55 BELOW WITH (1) 51MP50N MT512 — GLIP MAIN ROOF TRU555 TYP I CAL OYERPRAM I NG A CONNECTION DETAIL SCALE: N.T.S. (1) #5 IN BOND BEAM I & } I (1) #5 BAR IN PREGA5T LINTEL (2) #5's VERTICAL IN GROUT FILLED W CELL. IN WALL5 GREATER THAN 30" } WIDE, ONLY (1) #5 15 REGtUIPED (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) ENTIRE COLUMN TO BE GROUT FILLED 0._O-� PROVIDE # OF DOWEL5 @ SLAB TO FIN. FL. MATCH VERT. BAR5 w/ 30'" MIN LAP 5PLIGE NOTE: ALL HOOKS AND 5PLIGE5 TO BE GON5TRUGTED AND SIZED PER NOTE5 GARAGE DOOR @=�l T. REINPORGING DET, IL at.e: xrs TYPICAL TOP PLATE $ LAP 5PL I GE DETAIL L SCALE: N.T.S. OP PL '5 PLAN) " —"---- "—"—"—"—"—"—"—"—"— SHEAR WALL WITH E06E ------Tn----7T-- NAILING4BLOCKIN6PER PLANS. �I II 1 I 51MP5ON 6516 5TRAP — I CENTERED AT CORNER OF OPENING W (28) 2 1/2"0.131" — I I II NAIL5 (28" MIN LENGTH) ,II WINDOW/ , I I 2x4 HORIZONTAL FLAT DOOR l l I l BLOCKING. x x OPENING - IN5TALL 2 BAY5 IF FIRST } STUD 15 LE55 THAN 14" FROM (5EE BELOW) EDGE OF WINDOW OPENING. 14" (MIN) 14" (MIN) O Q • REQUIRED AT ALL OPENNING5 GREATER THAN 36" ac � WIDE t AT ALL OPENIN65 LOCATED WITHIN P3 5HEAR z WALL5. • NOT REQUIRED WHERE PORTAL FRAMES ARE IN 5PEGIFIED (5EE PLANS). f`n-- • DETAIL 51MILAR AT BOTTOM GORNER5 OF WINDOWS. TYPICAL EXT. HALL 4 INT. `� SH,RW,LL OPEN I NGELEVATION PROVIDE (5) Y2" DIA. J -BOLT* W/ 5Y2" SCALE: N.T.5. PROVIDEY2" DIA. x 6Yz" LONG 5IMP50N TITEN HD OR APPROVED EQUAL IN PLACE OF J -BOLT IF M155ED DURING GON5TRUGTION K t�t�61DOOR SUCK D TAIL 2x4 LADDER BLOGKINCG ® 16" 0 VERTICALLY IN 15T STUD BAY FOR DRYWALL CONNECTION. FASTEN BLOGKINCG AT EACH ENI WITH (2) 3"x0.131" TOENAILS TYPICAL 2 STUD CORNER 'T'YID 1 r. b I Alnnn I -Q b Ntr—n SCALE: N.T.S. ALL LAPS IN MA50NRY 25" - RUNNING BAR------, #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. NALL REIWORGING DETAIL w l SGAa.- tis - o BOND -BEAM— n -,*---GONTIN. PREGA5T HEADER ---"� S" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-CRETE WINDOW 51LL, OR EQUIV. —I seal: �+®o►rn ror®®®,® ®F FJ it, 10 m1. FASTEN 2x P.T. WALL PLATE/ END P.T. : w STUD TO GMU WALL w/ Y4" x 4" LONG '� °• AT O F :W TAPGON 50REW5 ® 16" O.G. ® INT. 2x INTERIOR WALL '®01.®• • 4 ®� 5HEARWALL END - 5EE PLAN s®� . © copyright: MULHERN & KULP Structural Engineering, Inc. atM E Q c LZ co Z� IY b 5HEARAALL INTMECTIONW EE 2 y GONN�GTION DETAIL _ J as C `O ago CSUJ N (D N Q M&K project number: NOTES: 10 1 ~ 'I 7 u i � I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, project mgr: S D I FASTEN BUCK TO MA50NRY W/ (1) ROW OF %,"x4" TAPGON5 6" FROM END5 AND 16" O.G. MAX. TAPGON5 TO BE I Y2' MIN. FROM E06E OF BUCK. drawn by: C D j 2. BUGK5 LE55 THAN 2X To BE FASTENED W/ GUT NAILS oR EQUIVALENT. issue date: 06-29-17 5TRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHERS IN THI5 GA5E. REVISIONS: 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X date: initial: BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. ® 09-25-17 MK EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN(5) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK W/ (2) ROW5 OF 2 Y2"x0.131" NAIL5 ® 16" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S 5PEG5. BY WINDOW/DOOR MANUFACTURER DOOR BUCK DETAIL CM H scute: � UJ W=J 2 GA5T-CRETE WINDOW 51LL, OR EQUIV. – DOUBLE WINDOW @MMASONR`1( PIER DET, I L LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN SPEC I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY I ND I GATED DETA I L5 ,ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PUNS. ■ ■ 2xSxl2" P.T. CL OF OPENING J CENTER BUCK • IL WW J LL C) a • � Y2" DIA. J-BOLTO Z } � (5EE BELOW) O Q 2X4 P.T. TOP BUCK ac � (0 z • IN 2X8 P.T. BUCK EACH f`n-- 510E OF OPENING `� PROVIDE (5) Y2" DIA. J -BOLT* W/ 5Y2" • EMBEDMENT AT EACH DOOR BRAGKET, Q EACH 510E OF DOOR. PROVIDE (0/2" x Wb" THICK WASHER W/ EACH ANCHOR 05T BOLT TO BE W MAX ABV. CURB RE5T EQUALLY -�� 5PAGED APPROXIMATELY 24" O.G.) PROVIDEY2" DIA. x 6Yz" LONG 5IMP50N TITEN HD OR APPROVED EQUAL IN PLACE OF J -BOLT IF M155ED DURING GON5TRUGTION K t�t�61DOOR SUCK D TAIL 2x4 LADDER BLOGKINCG ® 16" 0 VERTICALLY IN 15T STUD BAY FOR DRYWALL CONNECTION. FASTEN BLOGKINCG AT EACH ENI WITH (2) 3"x0.131" TOENAILS TYPICAL 2 STUD CORNER 'T'YID 1 r. b I Alnnn I -Q b Ntr—n SCALE: N.T.S. ALL LAPS IN MA50NRY 25" - RUNNING BAR------, #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. NALL REIWORGING DETAIL w l SGAa.- tis - o BOND -BEAM— n -,*---GONTIN. PREGA5T HEADER ---"� S" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-CRETE WINDOW 51LL, OR EQUIV. —I seal: �+®o►rn ror®®®,® ®F FJ it, 10 m1. FASTEN 2x P.T. WALL PLATE/ END P.T. : w STUD TO GMU WALL w/ Y4" x 4" LONG '� °• AT O F :W TAPGON 50REW5 ® 16" O.G. ® INT. 2x INTERIOR WALL '®01.®• • 4 ®� 5HEARWALL END - 5EE PLAN s®� . © copyright: MULHERN & KULP Structural Engineering, Inc. atM E Q c LZ co Z� IY b 5HEARAALL INTMECTIONW EE 2 y GONN�GTION DETAIL _ J as C `O ago CSUJ N (D N Q M&K project number: NOTES: 10 1 ~ 'I 7 u i � I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, project mgr: S D I FASTEN BUCK TO MA50NRY W/ (1) ROW OF %,"x4" TAPGON5 6" FROM END5 AND 16" O.G. MAX. TAPGON5 TO BE I Y2' MIN. FROM E06E OF BUCK. drawn by: C D j 2. BUGK5 LE55 THAN 2X To BE FASTENED W/ GUT NAILS oR EQUIVALENT. issue date: 06-29-17 5TRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHERS IN THI5 GA5E. REVISIONS: 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X date: initial: BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. ® 09-25-17 MK EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN(5) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK W/ (2) ROW5 OF 2 Y2"x0.131" NAIL5 ® 16" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S 5PEG5. BY WINDOW/DOOR MANUFACTURER DOOR BUCK DETAIL CM H scute: � UJ W=J 2 GA5T-CRETE WINDOW 51LL, OR EQUIV. – DOUBLE WINDOW @MMASONR`1( PIER DET, I L LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN SPEC I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY I ND I GATED DETA I L5 ,ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PUNS. ■ ■ sheet: JZ J IL WW J LL C) a � w Z } � O Q (0 z 00 sheet: TOLERANGE5: ALL DIMENSIONS TO BB HELD WITHIN +/-)/4" OUTSIDE 2)2X4's EDGE D15TANGE I" ED61E 1 1/2" EDGE 2 1/2" EDGE PER DETAIL 3"x0.131 "x3"LU COMMON Q—"U '� I � t 11/2" `~ I 21/2" cV I I 21/4" 2 N ua I I 211 11 N I I 3"x0.131 "x3" I I IN510E 2X's I I 3"x0.131"x3" 1 3"x0.131"x3" I I COMMON 1 kh PER DETAIL I I COMMON II COMMON z OPP. SIDE v I I v I I z v I I 3"x0.131"x3" z II I I II I GOMMON II 11 �n 1 I 55 v' 1 1 OPP.51DE a� it IZ j j r1n Ct P15TANGE � I � I I 3:x0.131 "x3" PER DETAIL_ GOMMON (2)2X4'5 (2)2X65 (2)2X8's OPP. SIDE INSIDE PLY NAILS NAILED AT 8" O.G. 5TA66ERED. OUTSIDE OUTSIDE NAILS NAILED AT 8" O.G. (2)2X'5 (2)2X COLUMN (5) OR (4)2X COLUMN M 2X BUILT-UP STUD COLUMN DET, I L5 SCALE: NTS SEE DETAIL 20 ON 5TRUGTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT SHOWN HERE FASTEN EVERY OTHER I-JO15T (w/ WEB BLOCKIN6 AS 1-JO15T5 REQ'D) TO 2x BLOGKIN6 w/ (1) -PER PLAN 5IMP50N A35 CLIP FASTEN VERY OTHER J015T TO GNU w/ 5IMP50N HT5MI6 TW15T STRAP. FASTEN STRAP TO GNU w/ (4),v4,, DIA. x 2 Y4" LONG TITEN 5GREW5 2x6 FLAT BLOGKIN6 (BETWEEN I-JO15T - 16" MIN. LENGTH) FASTENED DOWN TO GNU w/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5 @ EA BAY. FASTEN RIM BOARD, THRU WALL 5HT6., TO 2x 13LOGKIN6 w/ 3"x0.131" NAIL5 @ 3" o.c. Q RETROF IT 11 -TAIL SCALE: 3/4"=1'-O" "t 055 BLOGKIN6 ® 48" O.G. FASTENED TO 2x BLOGKIN6 W (1) 5IMP50N A35 GLIP SEE DETAIL 21 ON 5TRUGTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT SHOWN HERE \ / I-JO15T5 .. x -PER PLAN FASTEN VERY OTHER J015T TO GNU w/ 5IMP50N HT5MI6 TW15T STRAP. FASTEN STRAP TO GNU W (4) Y4' DIA. x 2 Y4" LONG TITEN 5GREW5 2x6 FLAT BLOGKIN6 TO EA. 51DE OF 05B B1-oGKIN6 (16" MIN. LENGTH) FASTENED DOWN TO GMU w/ (3) Y4' DIA. x 3Y2" LON6 TAPGON5. FASTEN RIM BOARD, THRU WALL 5HT6., TO 2x BLOGKIN5 w/ 3"x0.151" NAILS ® 3" o.c. RETROFIT DET�r I L R SCALE: S/4"=I'-O" DBL. TOP PLT. BEYOND NAILING PATTERN PER NAILING 5GHEDULE _ — - FLOOR SYS M BEYOND ° GNU WALL BEYOND NOTE: MIN (b" WIND5TORM OR EQUIVALENT WALL 5HEATHIN6 TO BE USED A5 UPLIFT RE515TAN6E, NO OTHER FASTENERS REQ'D. EXGEPT A5 NOTED ON PLANS IN TWO STORY FRAME APPLIGATION5, NOTE: AGTUAL NUMBER OF FASTENERS NOT SHOWN 06SHE�THIN.6EIIV. DET, 1L P RETROFIT DETA 1 L Z)-2 t SCALE: 8/4"=I'-0" Q o 04 L_ cv a IV INSTALL ROOF GLIP5 ROOF TRUSSES, IV ON OPP051TE FACE OF BEARING ON WALL NOTE: DETAIL ONLY WALL A5 5TUD TIES A5 WHERE NOTED ON PLAN seal: NEGE55ARY FRQ Q�;.•° *0 E NSE • ••• ��. APPLIES AT BEARING WALL5 50PPORTIN6 ww M&K project number: ,.' Na NOTES: 7% SEE DETAIL 56 ON-Pg..• 'OTS ••2 •S F 5TRUGTURAL PLANS FOR 1. 0 °•;� o vt�9 •� C?��®e ADDITIONALON Pw INFO SHOWN HERE t®',o ®fele 0 0 © copyright: MULHERN & KULP —FASTEN EA. ROOF M55 TO GNU structural Engineering, Inc, w/ 5IMP50N HT5MI6 TWI5T STRAP. FASTEN STRAP TO GNU w/ (4) Y4' �' DIA. x 2X4" LONG TITEN 5GREWS c J - PROVIDE MOISTURE BARRIER e PLATE (51MP50N T55 OR SIM) ® EACH TRUSS. a - PROVIDE 2x FLAT 13LOGKIN6 FIT .,�. d TIGHT TO ROOF TRU55E5 ® EVERY PROVIDE CRIPPLE OTHER BAY FASTENED TO GNU W (3) Z Y4" DIA. x 3,142" LONG TAPGON5. .10 CL FASTEN BLOGKIN6 TO ROOF TRUSSES 3 w/ (2) 3 Y4 x0.131 NAILS @ EA. END. project mgr TW as J +, a 8 M eq P RETROFIT DETA 1 L Z)-2 t SCALE: 8/4"=I'-0" Q o 04 L_ cv a IV INSTALL ROOF GLIP5 ROOF TRUSSES, IV ON OPP051TE FACE OF BEARING ON WALL NOTE: DETAIL ONLY WALL A5 5TUD TIES A5 WHERE NOTED ON PLAN LETTERED DETAILS ,ARE TYP I GAL EOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PE61 E I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPECIFICALLY IND 1 GATED DETAILS ,ARE NOT "GUT ON THE PLANS. ("GUT") ON THE PLANS. NEGE55ARY o. APPLIES AT BEARING WALL5 50PPORTIN6 ww M&K project number: NOTES: � W Z} � ROOF TRU55E5. 0 0 181-17013 I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. � V- ()D a O V-4 5IMP50N ET EPDXY).DETAILS SEE TYP. FOUNDATION FOR ADDITIONAL PROVIDE CRIPPLE project mgr S D I 2. PROVIDE 3/a" DIA. HOLE FOR DOWEL, INFORMATION NOT SHOWN 5100 ABOVE HEADER nip UY p BLOW OR 13RU5H GLEAN. HERE t JACK 5TUD a drawn by: C DV 3. FOLLOW MANUF. INSTALLATION IN5TRUCTION5. 5IMP50N R5P4 5TUD PLATE TIE o TOP 4 BOT. issuedate: 06-29-17 FUTURE 8" REFER TO PLANS FOR OF 5TUD5, 5PAGED PER PLAN (ALT. PER PLAN: CMU BLOCK � #5 VERT. BAR TO BE HEADER 51ZE. 055 SHEATHED WALL IN REVISIONS: LOCATED PER PLAN FASTEN TO KING W/ LIEU OF METAL TIE5) date: initial: DRILL 6" INTO EX15T'6 IN GROUTED CELL MIN. (3) 3"x0.131" NAIL SLAB, EPDXY 4 DRIVE I I I 09-25-17 MK #5 DOWEL, PROVIDE I - MIN. 30" LAP 5PLICE I I I m0 i z OPENING IN BR6. WALL (SEE PLANS) 2x4 (MIN) 5TU05 ® I6" O.G. Ii OR A5 NOTED ON PLANS .°, o ° a a.. ..._ — — -7 — — �' GRADE I I—I I I—I I I—I I—I I I- NAIL 5TUD5 TOGETHER PER DETAIL M T_ FA5TEN P.T. 50LE PLATE -III—III—III—i I I <4 `` I I—I 11=1 � I—I � �—i � PROVIDE 5IMP50N 05P I I TO 5LA13 PER DETAIL -I I—I I—I I—III —III—III—III < •. .. ". I—I I I—I I I—I I I- I I—III—III- TIE OR (I) H8 STRAP A 3/501.0 U.N.O.ON PLANS a-III=III- 5A5E OF JACK 4 KING Iul l l=III 4 III—I I TO SOLE PLATE —1 I L, V I I I—III III. lit It.. SLAB FOUNDATION CD IST rLR. INTERIOR WOOn G BEARIN W MISSED DOWEL RETROFIT VETA I LT WALL CONNECTION BELOW ROOF ---� Q SCALE: NTS SIM. ®CMU STEM FORf�i0f�°ED 6dtADE SCALE: N.T.S. LETTERED DETAILS ,ARE TYP I GAL EOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PE61 E I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPECIFICALLY IND 1 GATED DETAILS ,ARE NOT "GUT ON THE PLANS. ("GUT") ON THE PLANS. sheet: SD2* z o. ww �` Ca � W Z} � 0 0 � V- ()D a O V-4 sheet: SD2* PROVIDE 50LID 5HIM BETW'N J015T 4 CONNECTOR IF J015T LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE J015T 15 GREATER THAN I Y2' FROM CONNECTOR, REFER TO TYPICAL RETROFIT * PROVIDE 50LID 5HIM BETW'N BLK'6 � CONNECTOR IF BLK'6 LOCATED LE55 THAN I Y2' FROM CONNECTOR. WHERE BLK'6 15 GREATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL G. I 2x EXTERIOR WALL DETAIL R. EXTERIOR WALL 5HT'6. TO 2x EXTERIOR WALL RUN CONTINUOUS FULL HEIGHT -5EE PLAN FOR 5HEATHING OF WALL FROM BOTTOM OF AND CONNECTION 5PEG5. RIM TO DOUBLE TOP PLATE BOARD w/ 3"x0.131" NAILS @ 6" O.G. � FA5TEN 50LE PLATE TO RIM w/ 2 Y2"x0.131" ® 3" O.G. INTO 3"x0.131" NAILS ® 6" O.G. 4 5HEATHING 5OLE PLATE TO RIM w/ 2 2"x0.131" NAILS ® 6" O.G. I Y8" (MIN) 05B RIM BOARD i -JOISTS FASTEN TO EA. I-JO15T ® TOP 4 -PER PLAN BOTTOM CHORD w/ (2) 3 Y4"x0.131" 8 SCREWS OR (5)2YoxOA.13B NAIL5.LOCK NAILS PLATE 2 Y2"xO.131" ® 3" O.G. INTO RIM IIN. (2) PER PLATE AND MAX 12" BOARD a I -JOISTS FASTEN RIM TO GMU BOND FASTEN EVERY OTHER I -JOIST (w/ WEB BEAM w/ 51MP50N HETAI6 BLOCKING BOTH SIDES) TO BOND BEAM „ EMBEDDED 5TRAP ® 24 O.G. w/ (1) 51MP50N HETAI6 (48" O.G. MAX) VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" GMU BOND BEAM 2 W/ (I) #5 CONT. 8" REINF. GMU WALL FIREPROOFING -5EE PLAN FOR VERT. BOARD 4 HORZ. REINS. 5PEG5 g'1PSGSCALE:0" FASTEN ROOF 5HEATHING TO WALL GON5TRUG1 2x BLOGKIN6 w/ 2 Y2"x0.131" (48" O.G. MAX) NAIL5 ® 6"O.C. 2x6 BLOGKIN6 IN EA. TRU55 BAY REINFORGIN6 A5 REOURIED FA5TENED TO EACH GR0551% ROOF TRU55E5 5TUD w/ (3)3 Y4"x0.131" NAILS ® 24"O.C. EXTEND INTO BOND BEAM it 5EE DETAIL 20 FOR ADDITIONAL CONNECTION INFO 6 5HTG. FA5TENIN6 -J015T5 -PER PLAN MANGER ` -BY TRU55 MANUF: VERT WALL REINF. TO 8" GMU BOND BE EXTEND INTO BOND BEAM W/ (1) #5 CONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 3�i 5�GT1ON SCALE: 3/4"=I'-0" -5EE PLAN FOR SHEATHING 2x4 GATS @ I6"O.G. Z AND GONNEGTION 5PEG5. FA5TEN 50LE PLATE TO RIM FA5TENED TO GABLE END FA5TEN 5HEATHING TO 2x4 BOARD w/ 3"x0.131" NAILS @ 6" O.G. � EXTERIOR WALL 5HT'6. TO RUN GONTINUOU5 FULL HE16HT I Y8" FULL DEPTH 055 5LOGKIN6 @ I_1J015T5 OF WALL FROM BOTTOM OF 48"o.c. ALON6 WALL (15T BAY ONLY) -5EE PLAN RIM T0 DOUBLE TOP PLATE FA5TEN 5HEATHINC; (5) 51MP50N H3 CLIP @ 2 Ys1x0.131 @ 3 O.G. INTO 50LE 8 SCREWS OR (5)2YoxOA.13B NAIL5.LOCK O Q PLATE IIN. (2) PER PLATE AND MAX 12" I Y8" (MIN.) 05B RIM BOARD. I -JOISTS II FASTEN RIM TO EA. BLK6 x -PER PLAN 6YP5UM BOARD I'-4" MAX PANEL w/ (3)3Y4"xO.I31" NAIL5 )F DRYWALL 5HALL OVERHANG c MIN. 2 )N IN51DE FACE OF MA50NRY TO 2 Y2"x0.131" ® 3" O.G. INTO RIM FIREPROOFING dE BOARD FASTEN EVERY 056 BLOGKIN6 TO FASTEN RIM TO GMU BOND BOND BEAM w/ (1) 51MP50N HETAI6 WALL GON5TRUG1 BEAM w/ 51MP50N HETAI6 (48" O.G. MAX) PR5 G AL EMBEDDED STRAP ® 24 O.G. REINFORGIN6 A5 REOURIED PLAN VERT WALL REINF. TO 8" GMU BOND BEAM BY TRU55 MANUF. EXTEND INTO BOND BEAM W/ (1) #5 CONT. 5EE UPLIFT CONNECTOR 8" REINF. GMU WALL -5EE PLAN FOR VERT. & HORZ. REINF. 5PEG5 @11K_15/Rw FA5TEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 Y2'xO.131" NAIL5 ® 6" O.G. 2x FA5GIA -5EE ARCH 2x 5HEAR WALL - 5EE PLAN FOR 5PEGIFIGATION5. FASTEN FLOOR 5HEATHING TO BLOGKIN6 w/ 2 Y2"x0.131" NAILS ® 6" O.G. I Ye" 056 BLOGKIN6 EVERY OTHER BAY OVER SHEAR WALL FASTENED w/ (2) 51MP50N A35 GLIP5 AT EACH BLOCK (PERP) OR Iva" 05B RIM FASTENED w/ (1) 51MP50N A35 CLIP ® I6" o.c. OVER 5HEARWALL (PARALLEL) 925 -TION S/�i"=I'-0" / IMPSON 2x4 GATS @ I6"O.G. Z eo)Q'�oG E N 3F'•�G' M&K project number: FA5TENED TO GABLE END FA5TEN 5HEATHING TO 2x4 2x4 BLOGKIN6 w/ � TRU55 w/ (2)3"x0.131" 13LOGKIN6 w/ 2 Y2"x0.131 (3)3 Y4"x0.131" issue date: 06-29-17 TDENAIL5. PROVIDE (1) NAIL5® 4"O.G. TOENAIL5 EACH END F A5TEN 50LE PLATE OF 2x WALL 51MP50N H3 CLIP @ 0 BOND BM. WXY DIA. ANCHOR O Q OVERHAN65 > 12" IIN. (2) PER PLATE AND MAX 12" a' c ROM EA END ririrtrr x x x CD 6YP5UM BOARD I'-4" MAX 2'-O" MIN )F DRYWALL 5HALL OVERHANG c PER ARCH FOR 2 )N IN51DE FACE OF MA50NRY TO (D a + FIREPROOFING dE (4) 3 Y4"x0.131" Z a ROOF 5HTG NAIL5 cn E W 4. 4-r r W - GABLE END VERTICAL WEB SHALL BE CONT. BE MIN a� c � REINFORGIN6 A5 REOURIED ONTO ROOF 0 Lei N BY TRU55 MANUF. f� 5EE UPLIFT CONNECTOR 3 Y4"x0.131" TOENAILS ® 12" SCHEDULE ON PLAN5 FOR O.G. GONNECTIN6 BOTTOM CONNECTOR 5PEGIFIGATION5 CHORD TO TOP PLATE FASTEN ROOF TRU55 TO FASTEN BOTTOM CHORD OF DOUBLE TOP PLATE w/ GABLE END TRU55 TO TOP L PROVIDE 2x4 BLOGKIN6 (3) 3Y4"xO.131" TDENAIL5 WITH 51MP50N A35 PLATE W 2x4 BRACE w/2x4 T -BRACE, SPACED ® O.G. IN FI(3) BAYS GLIP5 � 32" O.G. 4'-0" O.G. MAX. FASTEN SES -GUT TO OF ROOF TRUSSES -GUT OF FIT TIGHT BETWEEN TRU55 2x4 TO 'T' w/ 3 Y4"x0.131" BOTTOM GHORD5 FASTEN BOTTOM OF 2x4 NAIL5 ® 12" O.G. BRACE TO DBL. TOP FA5TEN DRYWALL TO ( ) 5O O T kP-W H25A 4 (2)3Y4"x0.131" I O T kV /NAIL51® 6'" O G.ALE: 3/TOENAIL5 SCALE: 3/ 2x EXTERIOR WALL ® 5TAIR5 OR 2-5TORY 5PAGE -5EE PLAN FOR 5HEATHING AND CONNECTION 5PEG5. FASTEN 50LE PLATE OF 2x WALL TO BOND SM. w/)'2" DIA. ANCHOR BOLT5 @ 4'-0" MAX. PROVIDE MIN. (2) PER PLATE AND MAX 12" FROM EA END FASTEN EXTERIOR 5HEATHING TO 2x PLATE w/ 2 Y2"x0.131" NAIL5 w 3" O.G. 811 GMU BOND BEAM w/ (1) #5 BAR5 GONT. 8" GMU WALL (5EE PLAN5) gIN51 " - I =I -o seal: ott,1nin1oia ` S G. FA/L%f-#,tp. Z eo)Q'�oG E N 3F'•�G' M&K project number: 181-17013 No � 'cc drawn by: C D V -o • E O F • � S issue date: 06-29-17 Ips®,C�•;.40 R \ 10 • �C?eao w ®® e0 N `�o®®t,*®®® A5TEN 50LE PLATE OF 2x WALL ©copyright : MULHERN & KULP Structural Engineering, Inc. 0 BOND BM. WXY DIA. ANCHOR O Q i0LT5 ® 6-0" MAX. PROVIDE IIN. (2) PER PLATE AND MAX 12" a' c ROM EA END ririrtrr 'x INTERIOR WALL ® 5TAIR5 OR CD ,-STORY 5PAGE: IN51DE FACE (D )F DRYWALL 5HALL OVERHANG c 1A5ONRY !Y4". PROVIDE FURRING 2 )N IN51DE FACE OF MA50NRY TO (D a + iATCH DRYWALL dE Z a 4 � •- a *' cn E W 4. 4-r r W - a� c � 7- 0 Lei N f� gIN51 " - I =I -o LETTERED DETA I L5 ARE TYPICAL EOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REGU I RED ALL APPLICABLE AREA5. THE5E WHERE 5PEG I E I GALLY INDICATED DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. J Z M&K project number: 181-17013 project mgr: SDI � drawn by: C D V W issue date: 06-29-17 REVISIONS: w date: initial Z 09-25-17 MK O Q � V- ririrtrr CD .r■ W 0 2 LETTERED DETA I L5 ARE TYPICAL EOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REGU I RED ALL APPLICABLE AREA5. THE5E WHERE 5PEG I E I GALLY INDICATED DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. sheet: SD2*2 J Z W � W w Z } 2 O Q � V- � a O sheet: SD2*2