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3893 Saltmarsh Lp 18-913 (a)20 South Maple Street. Suite 150 Ambler, PA 19002 .® .a < O o°.��,�e C� 1p p215.60.8001 • mulhemkulp.aom ®�1000 4 srJ' U +wq qhe notierk�edMryalia IeYttlb onlyndhr �dp1w r wrLU rMj � }{4 Po 1 AKI �� - ---� LOT 169 s^ i t 4 srJ' U }{4 Po 1 FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE ..................:................... T i N � QD � lJ ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: T 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: i Z Q J J W C) Q Cl) Z O 0 w Cl)(D N N Z Q J a SHEET N0: FL 4.1 WS WHOSE OPENING IS LESS THAN 24" ABOVE ALL WINDO THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL 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= T-4" U.N.O. ON ELEVATIONS nKir'. CI r%r%D - 71_1 It I I AI n nn1 c1 M/ATIMIC CZ W .....1. 2 0 x Oct F__ C✓ ISSUE DATE: 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: Z ELEVATION KEYNOTE LEGEND Q 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 E15 PANEL SIDING W/ 1 X3 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. CZ W .....1. 2 0 x Oct F__ C✓ ISSUE DATE: 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: Z Q J J W V (q Q = O H W J N w N Z Q J am SHEET NO: FL 5.l ISSUE DATE: 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: Z ELEVATION KEYNOTE LEGEND Q 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 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 ISTUCCOTRIM E22 I STUCCO SMOOTH SAND FINISH U.N.O. ISSUE DATE: 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: Z Q J J LLI V in Q = O 0 r > � N w W N Z Q J a SHEET NO: FL Sol 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 AVAPOR 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 19.20 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 N 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,2017 (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,2017 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: ALL ROOF DRAINAGE SHALL BE PIPED TO TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALLS STREET OR APPROVED DRAINAGE AND SHOP DRAWING TO THE BUILDER'S GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. LOCATE GUTTER AND DOWNSPOUTS PER ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS 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 1311 SF 314.72 int 629.44 inz AREA 2 141 SF 33.89 int 67.79 int AREA 3 80 SF 19.20 int 38.40 int `®®�5 %. •` N 24 MULHERN+KULP residential structural engineering ®p. A E 20 South Maple Street Suite 150 • Ambler, PA 19002 O ikr dbdph�. U 5:12 I I TYP. EAVE odw r�� I ui AREA 2 RAKE L— _— — — — — — — — — — — — ----- —J ROOF PLAN'S' 021 �, 1/4„ = 1 -0 AT 22 X34 LAYOUT 1/8 = 1 -0 AT 11 X 17„ LAYOUT ISSUE DATE: 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: Z Q J J W �+ Q tp 2 a O p (0 o N °C � N Z Q J a SHEET NO: FL 5.1.2 J W _ \�I► CM - Z Imo- C7 x (f) + LV 2 O PATIO WP/GFI AT z A/C COND. i W a WP/GFI ISSUE DATE: 10.02.17 FOR J..,.m.. �. REVIEW o W _ w a Q U_ Y Cn 0 DINING REVISIONS: a W = _0 O w O O m W s / 9'-4" CLG. M. BED W CS F- O < Q U �-- LOFT 8'-, �' CLG: M F_ m J o W 2 10 z '� W o N W 8 co n 00 TV FAMILY 8'-1" CLG. U W w � 0 W U) a Q o o 9'-4" CLG. / W Q _ CC 4 5 O W C7 Y LL Cr . �i [PH] STANDARD ELECTRICAL BOX HEIGHTS ......... ......... .. .._................................... GFI / These drawings are the I \ c .. ................... _...:... ; �® \� \ property of Starlight Homes and are not to be WALL CABINET KITCHEN _ 1 M LA / utilized for construction, or copied in part or in whole „ I 0 cc / 3 �_ 3 ( 8,_1 CLG. DN ..�. \. �•--:�� I \ ,., without permission from - ; - I_LLJi:. - I I I I I l l ��....:, :.. ...Ir ....:::::...::::...::::;.:.: Hvac ( I the builder. ©2016 Starlight Homes - --- X I -- —= - I / \ _ lM B .. I _ _. _ _._ . Q N...... W m A:I ..... gA l i !i 9'-4" CLG `� FIF'.: 8'-l" CLG. ...........................:.:.... N LAST REVISION � I ( �—� I N ~TO W mm = = LIGHT CH .� -ABOVE .... ................................. .._.: I \ I I BED - - ._ - -...................................�.........,..........._'.................................. ...-...-..-.........-...:-...-. A 9'-4" CLG. - — - — 1 CL . ____ . WIC 30" HIGH VANITY v _ O BASE CABINET CABINET c� _ 2 '_ T = _ mm C7 ,, I ; i I II I I / ` �. _ i \ 8'-1" CL \.::::::... I 1 KEYLESS I LAST SAVED BY: � � ,,.,--• � ,._ SERVICE PANEL/ ELECTRIC METER M� / �, ......... ............... �� I LIGHT IN I ^-�•. , I ATTICS BELOW—., I I , 91-911 O.......UL ............._µ_...�....�....�....�...._.....u.......�............................. I .:::::...:. - _ 3 r - M SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS TELEPHONE/ TELEVISION Cl) 3 WP/GFI SERVICE WP/GFI PANEL / / WH SERVICE BOx CL CL WP/GFI \ ........................ NOTES: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL ` i Uj CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. s ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. CE - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED "SUITABLE FOR WET OR DAMP LOCATIONS."1 ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE I \ \ , GARAGE \ '-1" CLG.���� BED 3 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. DETECTORS AND CO2 DETECTORS AS REQUIRED BY BED 4:..w Y...:9 8'-1" CLG. 8'-1" CLG. 8'-1" C G. J PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. CIRCUIT (GFI) AS REQUIRED BY NATIONAL ELECTRICAL � KEYLESS KEYLESS I - ;. I CL PROVIDE AND INSTALL GROUND FAULT -INTERRUPTERS ALL GOVERNING CODES. PORCH' I ,} }, �' \ I CODE (NEC) AND MEETING THE REQUIREMENTS OF O \ ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. (DEDICATED CIRCUIT) J HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. \ ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS 04 DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S CM PROVIDE POWER, LIGHT AND WRITTEN INSTRUCTIONS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE \ ' \ 1 I Z HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP. LEGEND: I I Q H CHIMES DUPLEX OUTLET -0-CEILING MOUNTED INCANDESCENT © DUPLEX OUTLET Y LIGHT FIXTURE 4 PUSHBUTTON SWITCH 110V SMOKE DETECTOR v O CEILING FAN (PROVIDE ADEQUATE SUPPORT) ........ 1 . . ........ ... . . . . . . . . .. . .. ......... . (1WP/GFI EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT HARDWIRED AND INTER - LIGHT FIXTURE sD CONNECTED W/ BATTERY BACK-UP// /J CEILING FAN WITH INCANDESCENT LIGHT FIXTURE _ _ — — _ ' GFI GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET RECESSED INCANDESCENT LIGHT FIXTURE CO2 DETECTOR ORL.E.D. FIXTURE ® CON NE W/ BATTERY P) EVAILING OR PROOF // \\ V v (PROVIDE ADEQUATE SUPPORT) F R �T F �00 R I TY SECOND FLOOR U A VTI HALF-SWITCHED DUPLEX OUTLET BACK-UP 2 220V 220 VOLT OUTLET 0 EXHAUST FAN (VENT TO EXTERIOR) T THERMOSTAT GAS SUPPLY WITH VALVE 1 1 /4° = 1'-�" AT 22"X34" LAYOUT t/8"= 1'-0" AT 11 ° X 17" LAYOUT 1/4" _ 1'-0" AT 22°X34" LAYOUT 1/8"= 1'-0" AT 11 ° X 17" LAYOUT J REINFORCED JUNCTION BOX PH TELEPHONE O EXHAUST FAN/LIGHT COMBINATION -�-� HB HOSE BIBB (VENT TO EXTERIOR) a TELEVISION WALL SWITCH����__1__� ELECTRIC METER oW 1/4" WATER STUB OUT SHEET NO: 3 THREE-WAY SWITCH FLUORESCENT LIGHT FIXTURE D ELECTRIC PANEL WALL SCONCE 4 FOUR-WAY SWITCH TECH HUB SYSTEM i DISCONNECT SWITCH FL 6.1 U CM0 T ISSUE DATE: 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: Z Q J J LLJC) I Cl) �2 a CD W (D aN N Z Q J a 0 SHEET N0: D=1 CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF 13LD6. ELEMENT 3"4.131" NAILS 3"0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO J015T/BLK'6. (1) NAIL 0 4" o.c. (1) NAIL o 4" 0.6. STUD TO 50LE PLATE (2) TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAIL5 3 NAILS RIM TO TOP PLATE TOENAILS o 6" o.c. TOENAILS 0 b" ox. BLK'6. BTHN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD - NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREAII NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS 4 INTER5ECTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME SPAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE 5HOHhll Window $ Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure G OPENING 51ZE INTERIOR ZONES END ZONE5� HO -2 8' Garage Door +25.1 P5F/-28.4 P5F +25.1 P5F/-28.4 P5F 16Garage Door +24.1 PSF/-26.8 P5F +24.1 P5F/-26.8 PSF 10 5QFT. +28.8 P5F/-31.2 P5F +28.8 P5F/-38.5 P5F 20 SOFT. +21.5 P5F/-21.1 P5F +21.5 P5F/-35.1 P5F 50 SOFT. +25.8 P5F/-28.3 PSF +25.8 PSF/-32.5 PSF 100 SOFT. +24.5 P5F/-2b.1 PSF +245 P5F/-21.1 PSF 500 SOFT. +21.5 P5F/-23.1 P5F +21.5 P5F/-23.oi P5F End Zone is 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. 'd- BEARING CONDITION N O O II FLOOR FRAMIN6 • 1-JOISTS/TRUSSES SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTIONCRITERIA. • ALL METAL. HAN6ER5 5HALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JOI5T/TRU55 5HOP 0W65. SHALL BE SUBMITTED TO ARGH. 4 ENG, FOR REVIEW AND APPROVAL PRIOR TO FA13RIGATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE EDGE5, FASTEN 5HEATHIN6 TO FRAMING' MEMBERS H/ GLUE AND 3"x0.131" NAILS 0 b" O.G. AT PANEL_ E06E5 4 12" O.G. AT INTERMEDIATE 5UPPORT5. EXTERIOR � 5HEAR WAIT BATH I NCS S G I t- I GAT I ON5 INDIGATE5 LOGATION AND EXTENT OF 5HEARWALL WH I GH REQUIRES 5HEATH I NG AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 1/16" PLYWOOD OR 05B FASTENED W/ PI 2Y2 "x0.131" NAILS @ 6" o.G. ALON6 PANEL E1?6E5 AND 12" o.G. IN THE PANEL FIELD. 1/16" PLYWOOD OR OSB FASTENED W P3 2Y2 "x0.131" NAILS @ 3" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: 5HEATH ALL EXTERIOR WOOD FRAMED HALLS W 7/16" PLYWOOD OR OSB FASTENED W/ 2,"x0.131" NAIL5 0 6" O.G. AT ALL PANEL EDGE5 AND ® 12" O.G. ATT CENTER. (U.N.O. ON PLANS) 1. ALL PANEL E06E5 SHALL OGGUR OVER FRAMING OR 2X BLOGKIN6 5HALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO 5TUD FRAMING 0 16"o.G. MAX. U.N.O. ON PLAN, 3. 5HEATHIN6 5HALL BE GONTINUOU5 FULL HEIGHT OF 2ND FLOOR HALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL 5HEAR WALL5 5HALL HAVE DOUBLE TOP PLATES FA5TENED TOGETHER W/ 3Y2"x0.131" NAIL5 0 I6"o.c. U5E (8) %"x0.131" NAIL5 ® EA. LAP 5PLIGE. (TYP. U.N.0) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEAR HALLS AND EXTERIOR HALL5 ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 6. 5EE ARCHITECTURAL DRAHIN65 FOR ADD'L HALL GON5TRUGTION REOUIREMENT5. 1. ALL EXTERIOR HALL5 GON5IDERED FOR 5HEAR HALL5. 8. HHERE PANELS ARE APPLIED TO BOTH FAGE5 OF HALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER5. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF SHEATHING 5HALL BE 1/16" MIN. 05B/PLYW001) 5HEATHIN6 2446, EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS W 23/8"x0.113" RING SHANK (R5R5-01) NAILS (OR BETTER) o 6" o.c. 0 PANEL EDGE5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGE5. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES w/ NAILS 0 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF WOES, RIDOE5, VALLEYS, 4 HIPS, PROVIDE BLOGKIN(5 ALONG PANEL EDGE5 4 FASTEN w/ 2Y2"0.131" NAILS ® 4" O.G. AN END ZONE 15 DEFINED A5 10% OF THE BUILDIN65 LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES 5HALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH END TO TRUSS BELOW W/ U5P MTHI2 AND (2) 3"0.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANOER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERNI5E NOTED. • ROOF TRU55 SHOP DWG5, SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS 0 Ib O.G. UPL I PT CONNECTORS BEARING CONDITION TRU55 CONNECTOR 51MP50N HTT-4 HOLD-DOWN (W/ 55T5I6 A.B) LENGTH HO -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (MST6bbB3 ALTERNATE) < 15' 51MP50N H2.5A SINGLE ROOF TRU55 BEARING ON 5PAN HEADER WOOD 5TUD WALL/WOOD BEAM (2)2x8 5PF OR 5YP #2 W/ H4x6 3.5"x5.5" AFP 1.6E SHORT > 15' 51MP50N HIOA ROOF 61RDER TRU55 BEARING ON ALL 51MP5ON HT520 WOOD 5TUD WALL/WOOD BEAM H4x10 3.5"x9.5" AFP I.6E SHORT 51NGLE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON GMU WALL (2)2x1212 5PF OR 5YP #2 W/ ROOF GIRDER TRU55 OR FLUSH ALL (2) 51MP50N HETAI6 BEAM BEARING ON GMU WALL 5PAN HEADER ALL BEARING POINT5 OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. HOLD-DOINN 5GHEDULE SYMBOL SPECIFICATION HO -1 51MP50N HTT-4 HOLD-DOWN (W/ 55T5I6 A.B) (2)2x6 HO -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (MST6bbB3 ALTERNATE) 3.5"x5.5" AFP I.6E 5HORT LEGEND • ® INTERIOR BEARINB WALL • _ = _ BEARING WALL ABOVE • - - - - BEAM / HEADER • LOCATION AND EXTENT OF SHEAR HALL EXTENT OF OVERFRAMIN6 INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE, PROVIDE 50LID 13LOGKIN6 UNDER P05T OR JAMB ABOVE. HEADER SUBSTITUTION SCHEDULE LABEL DESCRIPTION LABEL DE5GRIPTION (2)2x6 (2)2x6 5PF OR 5YP #2 W/ 1-106 3.5"x5.5" AFP I.6E 5HORT 1/2 PLYWD FLITCH PLATE 5PAN HEADER (2)2x8 (2)2x8 5PF OR 5YP #2 W/ H4x6 3.5"x5.5" AFP 1.6E SHORT 1/2" PLYM FLITCH PLATE 5PAN HEADER (2)2x10 2 2x10 5PF OR 5YP #2 W/ H4x10 3.5"x9.5" AFP I.6E SHORT 1/2" PLYWD FLITCH PLATE 5PAN HEADER (2)2x1212 5PF OR 5YP #2 W/ H4x10 3.5"x9.5" AFP I.6E SHORT 1/2" PLYWD FLITCH PLATE 5PAN HEADER 1. WHERE 5PF OR 5YP #2 BUILT-UP HEADERS ARE SPEGIFIED ON THE PLAN5, ANTHONY FOREST PRODUGTS (AFP) I.6E 5HORT5PAN HEADER5 MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION 5GHEDULE ABOVE. 2. AFP 1.6E 5HORT5PAN HEADER5 HAVE THE FOLLOWING MINIMUM PROPERTIES: E = I,60o,000 psi, Fb = 1,500 psi, Fv = 175si, Fc -perp = 650 psi. 3. AFP 1.6E 5HORT5PAN HEADER5 MAY NOT BE 5UB5TITUTED WHERE BUILT-UP LVL HEADER5 ARE 5PEGIFIF-D ON THE PLAN5. 4. REFER TO THE STANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTES ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL H,45 BEEN DE516NED IN AGGORDRNGE WITH THE 6th EDITION (2011) FLORIDA BUILDING GODS (SECTION IbOq) LATERAL DESIGN REQUIREMENTS FOR THE FOLLOWING COMMUNITIES ONLY: 140 MPH - AXP. G WHISPERING RIDGE 5T. JAMES GR0551 N6 5HEA12WATER ESTATES WYNDHAM PRESERVE - BRI550N E. ANY COMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION &APPROVAL FROM MULHERN ff KULP STRUCTURAL ENGINEERING. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION, • DE51611 LOA05: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5) = 30 P51F 0 5LEEPIN6 AREAS = 50 P5F ® 6ARA6E DEAD = 10 P5F (20 P5F TOTAL 0 TILE) WIND ULTIMATE WIND SPEED 4 EXP05URE A5 L15TED R15K GATEC70RY 11 GENERAL FRAMING • EXTERIOR HOOD 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 BEARIN6 WALLS SHALL BE 2x4 5PF OR 5YP 'STUD' GRADE LUMBER 0 16O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARHALL5 SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED ® lb" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD HALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 24 OL. (MAX). SINBLE TOP PLATES ALLOHED PER 8602.2.2.1, • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS 5HALL BE 5PRUGE-PINE-FIR #2 (SPF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS H/ 3-ROH5 OF 3"0.131" NAILS 0 12" O.G. STAGGERED. APPLY NAILINB FROM BOTH FAGE5 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROH5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"4.131" NAILS 0 16" O.G. 5TA66ERED, APPLY NAILINB FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • 5HEATH ALL HOOD FRAMED EXTERIOR HALL5 W/ 1/16" 056 FA5TENED W/ 2)'2"x0.131" NAIL5 0 6" O.G. ® EDGE5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGE5. TYPICAL U.N.O. ON THE PLAN5. • PROVIDE 50LID BLOGKIN6 IN FLOOR 5Y5TEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/13EAKIN6. • EN61NEERED LUMBER TO MEET OR EXCEED THE FOLLONING: • L5L - Fb=2325 psi; Fv=310 psIj E=1.55xlO^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Oxleb psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROH5 OF 3"x0.131" NAILS 0 8" OIG OR 2 ROH5Y4"x3)'2" 51MP50N 5D5 5GREH5 (OR 3Y2" TRU55LOK 56REH5) 0 Ib OIG. USE A MINIMUM OF 3 ROHS FOR BEAM DEPTHS OF 14" OR BREATER, APPLY FA5TENIN6 AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAILS/5GREH5 2" FROM EDBE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. U5E 2 ROHS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER HITH 3 RON5 OFY4"xb" 51MP5ON SD5 56REH5 (OR b V4" TRU55LOK 5GREH5) o lb" 0/0. U5E A MINIMUM OF 4 ROH5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 56REH5). LOCATE TOP AND BOTTOM 5GREH5 2" FROM E06E. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 HOOD POSTS SHALL HAVE SIMPSON P64Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR HALL 5TUD5 IN CONTACT W/ CMU WALL5 5HALL BE PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. seal: 1/15/2018 ® No i 24 ° ° A F ° 011611110 Q copyright: MULHERN & KULP Structural Engineering, Inc. co C Z �m .. ai �C U W _E Jt a8 ao D� -§I y0L L- N N C IV W project number. 181-17014 p mgr SDI drawn by: C D V issue date: 07-06-17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK CD W WWj 2 0 Mgt 28'_0.. 10'-011 21-0" 5DI.0 PORCH SLAB: 3 1/2" GONG. 5LAI3 ON GRADE (2500 PSI MIN) W 6xb-WI.4xNI.4 I N MESH OR FIBER MESH ON 15% o COMPACTED FILL OR VIRGIN 501E I I o SPI. o I 5 1.o HOLD-POWN SCHEDULE SYMBOL SPECIFICATION HD-1 SIMPSON HTT-4 HOLD-DOWN (w/ SSTBIb A.B.) HD -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (M5TGbb53 ALTERNATE tl� Oil 41-0 Z 5.6.D. RECESS PER J MANUF. IN5TRUCTION5 CONCRETE SLAB. I LL ow 3 1/2" GONG. SLAB ON GRADE (2500 P51 MIN) W bxb-WI.4xNI.4 MESH OR FIBER MESH OVER b MIL. POLY ON 15% COMPACTED FILL OR VIRGIN 501E SEE BLOCK PLAN FOR cv VERTICAL BAR LOCATIONS I SDI.o I I I SDI.o 1 m m I I o L 13'-2" 14'-10" I o N 20"x20"x20" GONG. 4 FTG. ® HD 5D1.0 HD -I 5 8'-I 11211 5171.0 19'-10 1/2" s PROVIDE All DIA. x 5" LONG 5D1.0 I - TAPGON5 0 Ib" O.G. L - — ® REAR OF GARAGE _ 2 LU � I 5D1.0 GARAGE SLAB: _ 3 112" GONG. 5LA13 ON GRADE y I (2500 P51 MIN) W bxb-WI.4xNI.4 - MESH OR FIBER MESH OVER b o I o MIL. POLY ON 15% COMPACTED L -� 5DI.0 �- — FILL OR VIRGIN 501E L —J I �- I P(7L I (V i 24"x24"x8" PAD FTG. I 5DI.0 2SL HOLD-POWN SCHEDULE SYMBOL SPECIFICATION HD-1 SIMPSON HTT-4 HOLD-DOWN (w/ SSTBIb A.B.) HD -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (M5TGbb53 ALTERNATE ® No 4 0"•® A _ FOR v �. Ad®®®t0 o�h,�®1 ®®�® Q copyright: MULHERN &KULP Structural Engineering, Inc. a� �a E Q Z� C N �i E M� J +� n c �Cq N y Ln N N Q M&K project number: 181-17014 project m9c SDI drawn by. C D V issuedate: 07-06-17 REVISIONS: date: Initial: 11-09-17 MK 12-11-17 MK CD V) W owmi J J D2. 02. 0 2'-4" I6'_O n 2'-4" z Q 0 z A 20'-8" 2,31-011 0 LL N Q _ I 5LA5 NCUNPATION PLAN N 22x54 SCALE: 1/4"=1'-0" ELEV5. 5, T, $ U 111x1'1 SGAL: I/S'= I -011S100 RIGHT HAND tl� Z J z LL ow J J D2. 02. 0 2'-4" I6'_O n 2'-4" z Q 0 z A 20'-8" 2,31-011 0 LL N Q _ I 5LA5 NCUNPATION PLAN N 22x54 SCALE: 1/4"=1'-0" ELEV5. 5, T, $ U 111x1'1 SGAL: I/S'= I -011S100 RIGHT HAND MASONRY LINTEL ASSEMSL I E5 5EE 50HEDULE AND 5PECIFICATION5 FOR ADVI_ INFO �.�.n CROuT _•' :.' ........ 6ROUT BOTTOM REINF. PRECAST LINTEL W EMBEDDED REINF. FRECA5T LINTEL W � I I EMBEDDED REINF. MB -1 MB -2-22F m� m� TOP REINF. TOP REINF. ±. VERTICAL ----- SHEAR TIES :::�.:: 6ROIJT - m 1 -...... GROUT o BOTTOM REINF.- BOTTOM REINF. PRECAST LINTEL w/ EMBEDDED REINF. rPRWA5T LINTEL W `� I I Eh18EDDED REINF. (U #5 � 19 " WM 6PPROVED LINTEL MANUFACTURERS ARE: CAST -CRETE, QUALITY PRECAST CO., THIS ASSEMBLY REQ. MB -3/ MB -3A MB -4/ MB -4A TIDES. SEE I MB4A LINTELS: LINTELS VB16NATED MTN AN MB -3614A SHALL BE GON5M1G7ED THE SAME A5 FO -3/4 EXCEPT THE Dahl SHALL BE MODIFIED FROM I'-4" TO I'72" BY FIELD CUTITN6 THE TOP OF THE PRECAST LINTEL DOM 2'. ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME. BOND BEAM REINF SHALL RUN DONT THRU TOP LINTEL. COURSE. MASONRY LINTEL PETAI LS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 8F8-05/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB -3 81=I6-113AT (1) #5 (1) #5 MB -4 8FI6-2B/IT (U #5 (2) #5 #3 VERTICAL TIE5 ® 4"o.c. w/ 180 DEGREE HOOK T413 6PPROVED LINTEL MANUFACTURERS ARE: CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS w/ 5PAN5 61REATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 514ALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 ksI 6. ALL LINTEL5 5PECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. TERMITE PROTECTION - 5ENTRIGON (A5 GHO5EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE FBG 8318 AND ALL RELATED 5UBGATE6ORIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPIN6 PENETRATIN6 CONCRETE 5LAB-ON-6RADE FLOOR5 5HALL NOT BE OF GELLUL05E GONTAININ6 MATERIAL5. IF 501L TREATMENT 15 U5ED FOR 5UBTERRANEAN TERMITE PROTECTION, THE SLEEVE 5HALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE 5EALED WITHIN THE SLAB U51N6 A NON-GORRO51VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR 5PA6E BETWEEN THE PIPE AND THE 5LEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN51DE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRIGATION/5PRINKLER 5Y5TEM R15ER5 FOR SPRAY HEAD5, AND ROOF DOWN5POUT5 5HALL DI5GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDER6ROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCK5. 6UTTER5 WITH DOWN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVE5 OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL N017ES FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING (ODE. • T=OOTING DE516N - THE5E FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DESIGNS ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORROSION -RESISTANCE GOMPATIBILITY 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 FOLLOWING MINIMUM COMPRESSIVE 5TRENOTH5 IN 28 DAY5, U.N.O. f'C - 2,500 p51 ... FOOTINGS 2,500 psi:..... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy _ 60,000 p51 .... REBAIZ • ALL CONCRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FINISH 61RADE. • FOOTIN65 AND SLABS ON 6RADE SHALL BEAR ON VIR61N 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF 5LAB EVOE5, AND OTHER LOGATION5 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. • 6ROUT SHALL BE A5TM 6416 F'c=3000 P51 W MAX 3/a" AGGREGATE • CONCRETE MA50NRY UNITS 5HALL BE A5TM GgO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF MOO P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 • QREINFORCED GMU GORE5 (A5 INDICATED ON PLAN) 5HALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLICE WITH FOOTIN6 DOWEL. • 6ROUT 50LID ALL REINFORCED GMU GEL 5 AND BOND BEAM5 • ALL BOND BEAM5 ARE TO BE GONTINUOU5 FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MASONRY OPENIN(75 AND AT ALL WALL GORNER5. • VERTIGAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY DELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - RUII r)PR( Tn VF=RIPY- seal I/I/2018 �a11®uem1®1d11d ®�®�® " No 78 © copyright: MULHERN & KULP Structural Engineering, Inc. c �(D c a a + z0 U)� W ; 99 c Cq C� � N O. W project number 181-17014 project mgr S D I drawn by. G DV issue date: 07-06-17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SGHEDULES sheet: RIGHT HAND 1S2w*0 MONO ROOF TRUSSES ® 24" O.G. 2ND FLOOR FRAMING FLAN I 22x54 SCALE: V411=11-011 ELEYS. 5 4 U 110 SCALE: 1/6'=1'-0" rAlL I seal. 1/15/2018 m No iib e �O ATE 41J 10 " °<'® .fid' �' •••O 0 V...' ' Q copyright MULHERN & KULP Structural Engineering, Inc. a� 09 �r Q �C E z�In .-, wCn� J-r Q D� �Ui ' T N M&K project number 181-17014 project mgr SDI drawn by: G DV issue date: 07-06-17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK CD UJ d Ck LO z z z L 0 wa � I~ LL ,� w 0 00 Q o� Z LL N p RIGHT HAND S3*0 seal: 1/16/2018 • No 7 T IFE OF ° g . ° 811'1%51 © copyright ; MULHERN 6 KULP Structural Engineering, Inc. I' -o" I' -o° JACK TRU55E5 JAGK TRU55E5 J.J z ® 24 O.G. 50 ® 24 O.G. m D2co. rr .} IN 1 11� = a (2)2x6 (2)2x6 (2)2x6 (2)2x6 U .pa n J J3 _ z y :� v Jr GJ5 v ® N .� -� �� i3a HIP 61RDER TRU55 / 16 /o U- N A4 M&K project number: Y I 181-17014 71 5 Project mgr: S D I drawn by: C DV AS issue date: 07-06-17 -- - REVISIONS: A5 date: initial: --------- - A5111-09-17 M K I ---------- ----------- I I 12-11-17 MK ----------- ---------- A5 ----------- ---------- , LOCATE ATTIC AGGE55 A51 BETWEEN TRU55E5 - - - A5I 50 I --------------------- I A5 50 D . 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I' -o" I' -o° JACK TRU55E5 JAGK TRU55E5 J.J z ® 24 O.G. 50 ® 24 O.G. m D2co. rr .} IN 1 11� = a (2)2x6 (2)2x6 (2)2x6 (2)2x6 U .pa n J J3 _ z y :� v Jr GJ5 v ® N .� -� �� i3a HIP 61RDER TRU55 / 16 /o U- N A4 M&K project number: Y I 181-17014 71 5 Project mgr: S D I drawn by: C DV AS issue date: 07-06-17 -- - REVISIONS: A5 date: initial: --------- - A5111-09-17 M K I ---------- ----------- I I 12-11-17 MK ----------- ---------- A5 ----------- ---------- , LOCATE ATTIC AGGE55 A51 BETWEEN TRU55E5 - - - A5I 50 I --------------------- I A5 50 D . L==4 W / A41 Qn v / A31 1L CV / / II / HIP GIRDER TRUSS' : A -f wB41 v OVERFRAMIN6 = p ICJ ® 24" O.G. o d- 53 U) N 50 -�, D2. �, I R2- �(2) Z G (F7 2)2x6 ���� ��� ������r�rr - �'i (2)2x6 (2)2x6 o v - — P3 --------------•-- -� V 5I IN5TALL FULL HT WALL 5HT16 II JACK TRUSSES i D2. TO SOLE PLATE OF 2ND FLR z LL -0024"o.G. 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SLAB w/ FASTEN W/Y4"x5" LONG TAPGON5 " GiZOUT CELL SOLID �• NOTED ON PLANS) 2 I/4 END OF WALL NNLE55 NOTED WWF OR FIBERMESH 1 z 0 2'-8" O.G. AND 12" MAX FROM u OTHERWI5E ON PLAN5) ©copyright : MULHERN & KULP REINF. OVER 6 MIL. Q = END OF WALL PNLE55 NOTED 1 1/2 VAPOR BARRIER r _ MATCH GMU LEDGE.. } PT. BOT. PLT. OTHERWISE ON PLAN5) Structural Engineering, Inc, PER i/5DL0 STUD PLATE TIES 0 STUD .. I PLANS)BoT D PT BOT PLT. OF NOTE ON .. • L44 A', °. •b a ° _ a l.•e ° ° : e.' • .� f rI .°•� d °: ° b GRADE b -11=111—III—III i I GRADE 11—III—III—III ,I 1 4° , ..d. ev. II'<e _ —_—_ _ __ =----•4 III III III _ III—III—J I 1 I I .I—III—I LL_ I I —�—III—III—III d..___ o o—III=III=III_— O— ===III=III=----—--_— a -- -- __ ZMI 11—='d'°11 I-1 11— I—III, ;I I Il I I I I I I I I 1=1 I I I I 1=1 I II I�, ;III Y c I—I I I—I —III•—,III,—.III m — � -}- _ � �� III III—III III= _I I u u (2) #5 HORIZ. a II I I� II -1 I 8 8 CONT. ON CHAIRS (?� #5 HORIZ „ I �� GLEAN I I I I—I 11=1 I I MONOLITHIC I I I I D 10 Z GLEAN —I I �- MONOLITHIC (3 MIN. COVER) CONT. ON GHAIRS U COMPACTED FILL " FOUNDATION W/ COMPACTED FILL (3" MIN. COVER) 0 15% STANDARD I -O 0 #5 HORIZ I' -O" FOUNDATION W/ WHERE 2ND STORY DENSITY MIN. CONT. ON CHAIRS 0 15% STANDARD � n (2) #5 HORIZ. OCCURS FTG. SHALL BE DENSITY MIN. CONT. ON CHAIRS I' -S" WIDE w/ (3) #5 BARS W '"� y (3 MIN. COVER) WHERE 2ND STORY WHERE 2ND STORY �� MIN. GOVEW N T � OCGUR5 FT6. SHALL BE OCCURS FT6.5HALL BE UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIP5, ETC. ARE NOT UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT I'-4°WIDE w/ (7� #5 BARS I'-4" WIDE w/ (2) #5 BARS REQUIRED ON WALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDE m ANCHORS AT BEARING WALLS PER ABOVE, UNLE55 NOTED OTHERWI5E ON PLANS ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS ,� � cam• FOOTING SECTION W/ BLOCK VITAL Vt%11 CURB DETAIL INT. BEARING WALL FOOTING DETAIL OPPSET FOOTING BEARING DETAIL � m NQ. NM 3 scar. M&K project number. 181-17014 FILLED CELLS :::::::::::::. 8 GMU BLOCK 5 `` b BEYOND est C ( EE FLAW pm� m9 s D I ......... R4.1 FI -FOIL OR ;;;;;;;, �� GARAGE EQUAL OVER drawn by; G D V `.'.. EXTERIOR DOOR PURR STRIPS p `/ issue date: 07-06-17 cv TO Y I EW 3 Yi" GONG. SLAB w/ MTL. THRESHOLD WWF OR FIBERMESH @CORNER REINF. OVER 6 MIL. NON -LOAD BRO. WALL SET IN SEALANT VAPOR BARRIER REVISIONS: , , , PORCH SLAB date: Intl: F (SEE PLAN5) 4 11-09-17 MK GARAGE l v t4 -L e q d GARAGE INTERIOR _ .. -III=11 f=III III= 12-11-17 MK 3 Y" GONG. SLAB 1=_ _ —_ _ e III-III=III-1 III—III—"III—III ' , a.'• III—III—III—_I � I 3Y2" GONG. SLAB —I 151151111 I—I I ' q : I I—III—III-1 m I-- 411 ' I I I -I I M I I III—III=III_ ._ : GRADE < : GLEAN GOMPAGTED' I 1=I I I E I I I I I III—I I I I' .: 4 a . b e _ _ _ — — FILL 0 Q5% STANDARD III—III=I I — _ — — — -- — — _ _ — — _ _ ' a : a.: — ° — — =i I I=III=I I I=II -I I DENSITY AND TERMITE III=III III=I 11=111 III _ I. III—III—III—III I-1 I MI I MI 11=1 I I-1 I I—III_ •: _-- I_ —_ I I_ MONOLITHIC * 1,-111— .I TREATED I I; I I I I I I I I ISI I hI I I- FOUNDATION W/ I—I I —1 11-1 I I-1 11=1 11-1 I „„ _L_ I I I_I I I_I I I—III—III—I �_ —I 1=III=1 11=1 11=1 11=1 11=1 11=111 $ xs THICKENED -I 11=1 11=1 11=1 11=1 11=1 I I—' (2) #5 HORIZ. 20''x8" THICKENED -1 I hI I I=III=III =III=III=III, SLAB W/ (1) #5 CONT. "-1 I 1=1 I I—I I -O CONT. ON CHAIRS MI EDGE W/ (2) #5 CONT. =1 I MI I I=1 II=I I I=1 11=111= (U #5 CONT. W/ 6" I I IIIA i I� I I= I I I=1 11=1 11=I' MIN.�� MIN. COVER) 3" MIN. COYER WHERE 2ND STORY OCCURS FTG. SHALL BE I'-4' WIDE w/ (2) #5 BARS .�.; j, 0 F5ET POOTI NG NONBEARING DETAIL 6 THICKENED EDGE @ GARAGE DOOR DETAIL KENEDEDGE i7ETArIL ENTRY DOOR DETAIL 0 &Tll� w,s S scar Krs '� z SLOPE -6 5 G5 8" GMU BLOCK PROVIDE LAP SPLICE RECESS 0 SLIDING a _ .. 3Yz GONG. SLAB w/ 6LA55 DR. " 8.. GMU BLOCK (I) #5 VERT. 1N .,, d a GROUTED CELL, FULL REINF. OVER 6 MIL. R4.1 FI -FOIL OR . d9 .' .' . �: WWF OR FIBERMESH !.. 8.. GMU BLOCK EQUAL OVER /4 b HT. (SEE PLANS FOR VAPOR BARRIER - (1) #5 FROM FT6. TO FURR STRIPS 100 LOCATIONS) :z. a. ,.+ BOND BEAM. SPLICE _ SILL FORMED ON SITE (I) #5 FROM FTG. TO R4.1 FI -FOIL OR ° ° TO BE MIN. 30" s ; 3 Yz. GONG. 5LAB W/ I --t .: ' .q GROUT CELL 50LID WWF OR FIBERME5H BOND BEAM. SPLICE EQUAL OVER �/4° — - REINF: OVER 6 MIL EXP JOINT TO BE MIN. 25" FUDR STRIPS ° PORCH SLAB CV '_ . <. VAPOR BARMIER 6ROUT CELL 50LID (SEE FLAW i�i 3)',2" GONG. SLAB w/ 11= — ::: ' W WWF OR FIBERMESH REINF. OVER 6 MIL. �, BREAK FADE z a i ° :. a'.' VAPOR BARRIER cv :+ a .. — _ — - SLOPE I=1 11—III=1 I I—III SHELL TO ALLOW _ SILL FORMED ON 51TE — .° i 3Ya GONG. SLAB �:;; :;` FOR SLAB _ _• � — �I (2500 P.5.I) W/ 6x6 .. 1=_ — —1 i I=T=III—T• 10/10 W.W.M. AND 6 MIL. a4' — .III—I I —i I • d g � < . —III—III—III ; T � U. e° .. VAPOR BARRIER°hI `. EXP JOINT I I 111 I: 4,' I I III III I 1511 III m I GRADE 4 b -1 I—III a III—III—I' O 0 CvRADE 1.1=III=111 .III; III=I I L=III I LI I f I I ;� i— �� ... . d<• —_ — .' GROUT SOLID — - 4 + a • z I=111 I=III �� I -I I 1=ILI=III BELOW SLAB DOWN - _ ThI I -_III- �" I— ° 4' III=1 I I—I I I— I I f—III _ 1_ MONOLITHIC W 11_ TO FOOTING q . + 4 • I—I i I—_— '• _—III• —III 1111 I—III , . O i — •, . — —_ •° .: ^: •' a GLEAN LI 1=I I ISI I I-' FOUNDATION W/ —I I I— COMPACTED FILL -III-111-1 :III— —I I # a: 12"Ab" GONT. CONT. , „ (2) #5 HORIZ. - _— — — (I) 5 DOWEL W/ 6" ° 4 e°4' K MFG. 5P 5 — 0 q5% STANDARD I '� CONT. ON CHAIRS .EXP JOINT • •. ' � ' � A/C CHASE PVC Q HOOK (SEE PLANS e . ' .: FT6. W/ (2) #5 HORIZ. DENSITY " _ —I —__—_-111-1 11- SLEEVE TO BE � MIN. (3 MIN. COVER) � Q I-111—III-111= I I,- TWIGE THE FOR LOCATIOw e.. CONT. ON CHAIRS (3" WHERE 2ND STORY 0 _III ,III- DIAMETER OF MIN. COVER) Z PROTECTED PIPE OCGUR5 FTG. SHALL BE 1'-4" WIDE w/ (2) #5 BARS 0 a EXTERIOR OUTSWING I$ 56D POURED SILLS DETAIL CHASE DETAIL DROPPED GRADE DETAIL EXTERIOR WALL @PORCH SLAB DETAIL LL N 0 scan t 10 scar= xrs II scar. 12 etas, sheet: TITEN HD OR APPROVED EQUAL IN NOTE: ALL HOOK5 AND 5PLIGE5 TO BE GON5TRUGTED AND 51ZED PER NOTES PLACE OF J -BOLT IF M155ED DURING GON5TRUGTION 4'-0" MIN. LAP 2x8x12" P.T. Ck OF OPENING GARAGE DOOR DOUBLE WINDOW seal 1/15/2018 Q CENTER BUCK "x0.131" (8) 3 Y2"x0.131" NAILS 6" O.G. Y "x0.131" _ • rq S ®4/ ®-" 3 @ 3 • °G • ®®`®® es` • 0 16"O.G. ®6 o.c. OYERFRAMINQ 8001= SHEATHING �. °• No 24 •`. (4)23/8"X0.113" R.S. TOE NAILS r --- ------ 2%"".113" R.5. NAILS @ 6" O.G. --- � FA5TEN 2x P.T. WALL PLATE/ END P.T. ° VALLEY 5ET (ED6E NAIL) I -------— — - — ---- • Y2"DIA. J -BOLT* STUD To GMU WALL Y4 x 4" LONG w/ " INT. TAPGON 5GREN5 I6 O.G. -331.. � ° d `° A »` OVERFRAMIN6 TRU55 (5EE BELOW) (1) #5 BAR IN PREGA5T LINTEL 0 @ 2X4 P.T. TOP BUCK 2x INTERIOR WALL a 23/"X0.113" R.5. NAIL5 ® 6" O.G. 8 DBL. TOP PL 5HEARNALL END - 5EE PLAN FASTEN EACH MAIN ROOF 5HEATHIN6 2X8 P.T. 13UGK EACH 2x4 LADDER BLOCKING ®I6" O.G. 51DE OF OPENING } ®® ®® 01®®11®®a® OVERFRAMED TRU55 WIDE, ONLY (1) #5 15 REQUIRED VERTICALLY IN 15T 5TUD BAY Q copyright: MULHERN & KULP END TO TRU55 BELOW ` PROVIDE (5))/2" DIA. J -BOLT* W/ 5J/2" (I) #S VERTICAL IN GROUT FILLED CELL FOR DRYWALL CONNECTION. EMBEDMENT AT EACH DOOR BRACKET, (IF READ PER PLAN) structural Engineering inc. WITH (1) 61MP50N MT512 — EACH 51PE OF DOOR. PROVIDE (1),V2" x 3/(6' 5TUD5 FASTEN BLOGKIN6 AT EACH END �� ��> THICK WASHER W/ EACH ANCHOR (IST BOLT ENTIRE COLUMN TO GLIP TO BE 8" MAX ABV. CURB RE5T EQUALLY BE GROUT FILLED O'-0" (5EE PLAN) " " 3,V2 x0.131 WITH (2) 3 x0.131 TOENAILS 5PAGED APPROXIMATELY 24" O.G) .s:;a......;»>: PROVIDE # OF DONEL5 @ 5LAB TO FIN. FL. MATCH VERT. BARS N/ 30" MIN LAP SPLICE NAIL5 @ 8" O.G. * PROVIDE Y" DIA. x 6 YY LONG 51MP50N a rn c J TYFICAL 2 STUD CORNER m c Q MAIN ROOF TRU555 CD °�- c ai Q Z TYPICAL OVERRAM I NG TYP I CAL TOP PLATE TYPICAL WOOD FRAMED SHEARNALL INTERSECTION W CONNECTION DETAIL LAP SPLICE DETAIL WALL CORNER11ET�r I L GONNEGTI ON 17ET I L SCALE: N.T.S. SCALE: N.T.S. G SCALE: N.T.S. SCALE: N.T.S. J +' as N Cn Ln N N CX MW project number: — ----- — — - 5HEAR WALL WITH ED6E NOTES: 181-17014 — T-1--1-7-- � NAILING t BLOCKING PER PLANS. BOND -BEAM —=— �I II ALL LAP5 IN MA50NRY 25" I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF WINDOW, " " project mgr SDI SIMPSON C516 STRAP 3" FASTEN BUCK TO MA50NRY N/ (1) ROW OF W6 x4 TAPGON5 6 FROM EN05 AND 16" O.G. MAX. TAPCON5 TO BE I Y2' MIN. FROM EDGE OF BUCK. drawn by: C D j — _ I CENTERED AT CORNER OF OPENING W (26) 2 1/2"x0.131' RUNNING BAR REGE55ED issue date: �%~�6~ 7 NAILS (28" MIN LENGTH) PREGA5T 2. BUCKS LE55 THAN 2X TO BE FA5TENED N/ OUT NAIL5 OR EQUIVALENT. i I I I HEADER 5TRUGTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHER5 IN THIS WINDOW/ x xi I 2x4 HORIZONTAL FLAT CASE. REVISIONS: DOOR„I oP N I Ixl BLOCKING. - INSTALL BAYS IF FIRST } 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED To EXISTING 2X date: initial; STUD 15 LESS THAN 14” FROM x0BUCKED OPENING, U5E (3) ROW5 OF 3".131" NAIL5 STAGGERED ® 12" O.G. ® 11-09-17 MK ED6E of WINDOW OPENIN6. EA. 5UGGE551VE BUCK. 12-11-17 MK 14" (MIN.) 14" (MIND 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. • REQUIRED AT ALL OPENIN65 GREATER THAN 36" 45 CORNER BAR 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK W/ (2) WIDE d AT 6LL.OFENIN65 LOCATED WITHIN P3 SHEAR RON5 OF 2Y2'x0.131" NAIL5 m 16" O.G. FA5TEN WINDOW TO 2X PER WINDOW WALLS. • NOT REQUIRED WHERE PORTAL FRAMES ARE GROUTED CELLMANUFAGTURER'5 5PEG5. BUGK 5PEGIFIED SPECIFIED (5EE PLAN5).' BY /DOOR • DETAIL SIMILAR AT BOTTOM CORNERS OF WINDOWS. MANUUFACTUFACTURER TYPICAL EXT. WALL 4 INT, TYP. CORNER VERT. NALL SHEARINALL OPENING ELEVATION RE I NrORC I NG DETAIL L DOOR BUCK DETAIL CD C r SCALE: N.T.S. SCALL: NT5 H SCALE. NTS . ..� W 2 Q �i TITEN HD OR APPROVED EQUAL IN NOTE: ALL HOOK5 AND 5PLIGE5 TO BE GON5TRUGTED AND 51ZED PER NOTES PLACE OF J -BOLT IF M155ED DURING GON5TRUGTION U w 2x8x12" P.T. Ck OF OPENING GARAGE DOOR DOUBLE WINDOW Q CENTER BUCK (U #5 IN SCALE: NTS SC,.E= NTS _ BOND BEAM • r --- ------ --- � I -------— — - — ---- • Y2"DIA. J -BOLT* (5EE BELOW) (1) #5 BAR IN PREGA5T LINTEL 2X4 P.T. TOP BUCK (2) #5's VERTICAL IN GROUT FILLED • 2X8 P.T. 13UGK EACH CELL. IN NALL5 GREATER THAN 30" 51DE OF OPENING } WIDE, ONLY (1) #5 15 REQUIRED PROVIDE (5))/2" DIA. J -BOLT* W/ 5J/2" (I) #S VERTICAL IN GROUT FILLED CELL • EMBEDMENT AT EACH DOOR BRACKET, (IF READ PER PLAN) ¢� EACH 51PE OF DOOR. PROVIDE (1),V2" x 3/(6' THICK WASHER W/ EACH ANCHOR (IST BOLT ENTIRE COLUMN TO TO BE 8" MAX ABV. CURB RE5T EQUALLY BE GROUT FILLED O'-0" 5PAGED APPROXIMATELY 24" O.G) PROVIDE # OF DONEL5 @ 5LAB TO FIN. FL. MATCH VERT. BARS N/ 30" MIN LAP SPLICE * PROVIDE Y" DIA. x 6 YY LONG 51MP50N TITEN HD OR APPROVED EQUAL IN NOTE: ALL HOOK5 AND 5PLIGE5 TO BE GON5TRUGTED AND 51ZED PER NOTES PLACE OF J -BOLT IF M155ED DURING GON5TRUGTION U w Z GARAGE DOOR DOUBLE WINDOW Q VERT. RE I NI�ORG I NG DETAIL !4tt(:11 DOOR BUCK 17ETAIL M 50NRY P 1 ER DETAIL 0 SCALE: NTS SC,.E= NTS ,� L- N O SD2*0 i N C I TOLERANCE5: ALL DIMEN51ON5 TO BE HELD WITHIN +/-Y4" OUT5IDE 2)2X4'5 II EDGE 015TANGE DBL. TOP PLT. BEYOND NAILING PATTERN PER ED6E 1 1/2 ED6E 2 1/2 EDGE PER DETAIL NAILING SCHEDULE - - - - - - - - 3 x0.131 x3 11JJ 11 JJ��,�� COMMON cV " it - II N I I N I I z N _ N II 11/2 21/2 21/4„ v tr 211 N X ty I I 3"x0.131"x3" I I INSIDE 2X'5 I I 3"x0.131"x3" COMMON PER DETAIL COMMON I � 3"x0.131"x3° I I I - COMMON f dJ N X " " " • " ” N "' N N N OPP.5IDE' I I I I v (I 3°xo.131"x3" N z 11 I I d I I COMMON L I 1 I w I I u� 1 I OPP. 51DE " " " IL" " " `r' Ct DISTANCE ----- -- " -� j " II FLOOR 5Y5 M BEYOND 3x0.131 x3 PER DETAIL " " " COMMON OPP. 51D)E I. RE1� GMU WALL BEYOND (2)2X4'5 (2)2X65 (2)2X85 IN51DE PLY NAIL5 NAILED AT 8 O.G. 5TAG6E OUT5IDE OUT5IDE NAIL5 NAILED AT W O.G. (2)2X'5 NOTE: MIN 3(6 ININ05TORM OR EQUIVALENT WALL SHEATHING TO BE U5ED A5 UPLIFT RE515TANGE, NO OTHER FA5TENER5 REQ'D. EXCEPT A5 (2)2X GOLUMN (3) OR (4)2X GOLUMN NOTED ON PLANS IN TWO 5TORY FRAME APPLIGATION5. l l NOTE: ACTUAL NUMBER OF FA5TENER5 NOT 5HOWN 2X BUILT-UP STUD COLUMN 17 T, I L5 Oil , TTIINII 1111/. t1ETA I L M SCALE: NM NOTES: I. VFILIZE 2 -PART EPDXY OR OTHER — ENGINEER APPROVED EWAL O.E. SEE TYP. FOUNDATION 5EE DETAIL 20 ON 5EE DETAIL 21 ON 5IMP50N ET EPDXY). DETAIL5 FOR ADDITIONAL 5TRUGTURAL PLANS FOR 5TRUGTURAL PLANS FOR 2. PROVIDE %" DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOWN ADDITIONAL CONNECTION ADDITIONAL CONNECTION BLOW OR BRU5H GLEAN. HERE INFO NOT SHOWN HERE INFO NOT SHOWN HERE 3. FOLLOW MANUF. INSTALLATION IN5TRUGTIONV 5.. pp FUtURE " GNU BLOCK � #5 VERT. BAR TO BE FA5TEN EVERY OTHER 055 BLOGKIN6 ® 45" LOCATED PER PLAN -JOIST (w/ WEB BLOGKIN6 A5 I-JO15T5 O.G. FA5TENED TO 2x I-JO15T5 DRILL 6" INTO EXI5T'6 I C IN GROUTED CELL AB, EPDXY t DRIVE REQ'D) TO 2x BLOCKING w/ (I) -PER PLAN BLOGKIN6 w/ (1) X -PER PLAN 5L#5 DOWEL, PROVIDE I I = 5IMP50N A35 GLIP 51MP50N A35 CLIP MIN. 30" LAP SPLICE - I I I q a N I Z FASTEN VERY OTHER J015T TO GMU FASTEN VERY OTHER J015T TO GMU I I w/ 5IMP50N HT511I6 TWIST 5TRAP. w/ 5IMP50N HT5MI6 TW15T STRAP. J. FASTEN STRAP TO GMU w/ (4)1/4" DIA. FASTEN 5TRAP TO GMU w/ (4) y4' DIA. _ • . ° x 2 A" LONG TITEN 5GREW5 x 2),4"' LONG TITEN 5GREW5 `� I e. i e I I I=1 1=1 11=I I I=I 2x6 FLAT BLOGKIN6 (BETWEEN I-JO15T 2x6 FLAT BLOGKIN6 TO EA. 51DE OF GRADE — — .: ;q a, I=1I1=I I I=I I Ii ,I 16" MIN. LENGTH) FASTENED DOWN TO OSB BLOCKING (16" MIN. LENGTH) _ =III—III III—III < . I 1=1 I I-1 11-1 I I- II II 5 NED DOWN TO GMU w/ 3 Y" DIA. - III=I 1=I I—III I—I I f—III—III - GMU w/ (3) Y4 DIA. x 3 Y2 LONG FA TE l) 4 Q I i—I I_I I I I 1-I I I—I I I- TAPGON5 @ EA BAY. FA5TEN RIM x 3Y2" LONG TAPGON5. FASTEN RIM 1 I=I (=III a.a • ; . I—III—I I BOARD, THRU WALL SHTG., TO 2x BOARD, THRU WALL 5HTG., TO 2x I—III—III III—I I 1 • a- 1-111- BLOGKING w/ 3"x0.131" NAIL5 @ 3" ox.. BLOGKIN6 w/ 3II x0.1310 NAIL5 ®3II o.c. —IIL,,,III„IIII,;,III R�TROF I T 111 -TAIL RETROFIT PETA I L M 15SEP POINEL RETROFIT DETAIL Q SCALE: 8/4"=1'-0" R SCALE: 3/4•=11_0. SCALL: NTS SIM" ® 0011,11S "M i'OR MO"W 6RAM seal, 1/15/2015 ®�®e®m�mmmAoaa a fir • ° � � °° ° �® 0 ?4 Y SEE DETAIL 56 ON C'°® AT 5TRUGTURAL PLANS FOR ®y°^��� 0 R ► p ADDITIONAL CONNECTION�� S' ®•. ® ° ° INFO NOT 5HOW111 111" HERE ®�® 1110®"°® © copyright ; MULHERN & KULP FASTEN EA, ROOF TRU55 TO GMU Structural Engineering, Inc. w/ 5IMP50N HT5MI6 TW15T 5TRAP. FA5TEN 5TRAP TO GMU w/ (4) Y4" a +: DIA. x 2 Y4" LONG TITEN 5GREW5 c PROVIDE M015TURE BARRIER J .m PLATE (51MP50N T55 OR SIM) m c Q EACH TRU55. '� a c ai PROVIDE 2x FLAT BLOGKING FIT m TIGHT TO ROOF TRU55E5 0 EVERY + ca a OTHER BAY FA5TENED TO GMU w/ (3) z Y4" DIA. x 3Y2" LONG TAPGON5. PIL FASTEN BLOGKIN6 TO ROOF TRU55E5 Il W (2) 3 Y4"x0.131" NAIL5 ® EA. END. W �'. rn � �'� Mcm FIT DETAI � � � F RETROL SCALL: 5/4'4-0" mu o ci N 4 INSTALL ROOF CLIPS ROOF TRU55E5, ON OPPOSITE FACE OF BEARING ON WALL NOTE: DETAIL ONLY WALL A5 STUD TIES A5 WHERE NOTED ON PLAN APPLIES AT BEARING NECE55ARY wALL5 SUPPORTING M&K project number: ROOF M65E5. 181-17014 PROVIDE CRIPPLEproject Mgr. SDI STUD ABOVE HEADER a JACK STUD drawn by: G D V SIMP50N R5P4 STUD ISSUe date: PLATE TIE @ TOP t BOT. 07-06-17 REFER TO PLANS FOR OF 5TUD5, SPACED PER PLAN (ALT. PER PLAN: HEADER SIZE. a5B SHEATHED WALL IN REVISIONS: FASTEN TO KING W/ LIEU OF METAL TIES) MIN. (3) 3'x0.I3I" NAIL5 date: initial 11-09-17 MK 12-11-17 MK OPENING IN BRC. WALL 2x4 (MIN) 5TUD5 0 I6" O.C. (5EE PLANS) OR A5 NOTED ON PLANS NAIL STUDS TOC6ETHER — — —I •T— - PER DETAIL M FASTEN P.T. SOLE PLATE PROVIDE 5IMP50N D5P I TO SLAB PER DETAIL TIE OR (1) H6 STRAP 0 :: 3/5DI.0 U.N.O.ON PLANS BASE OF JACK t KING TO 50LE PLATE SLAB FOUNDATION N IST FLR. INTERIOR NOOP 5EARI NG 11ELON ROOF MMJ OA.�.COINEOTION 0 Z (n J i�7T U. W 0 Q w x (Dz ►� 2 0 Q O z co Chi X LL 0 sheet: SD2e N C I I I � 0 TOLERANCE5: ALL DIMEN51ON5 TO BE HELD WITHIN +/-Y4" OUT5IDE 2)2X4'5 II EDGE 015TANGE DBL. TOP PLT. BEYOND NAILING PATTERN PER ED6E 1 1/2 ED6E 2 1/2 EDGE PER DETAIL NAILING SCHEDULE - - - - - - - - 3 x0.131 x3 11JJ 11 JJ��,�� COMMON cV " it - II N I I N I I z N _ N II 11/2 21/2 21/4„ v tr 211 N X ty I I 3"x0.131"x3" I I INSIDE 2X'5 I I 3"x0.131"x3" COMMON PER DETAIL COMMON I � 3"x0.131"x3° I I I - COMMON f dJ N X " " " • " ” N "' N N N OPP.5IDE' I I I I v (I 3°xo.131"x3" N z 11 I I d I I COMMON L I 1 I w I I u� 1 I OPP. 51DE " " " IL" " " `r' Ct DISTANCE ----- -- " -� j " II FLOOR 5Y5 M BEYOND 3x0.131 x3 PER DETAIL " " " COMMON OPP. 51D)E I. RE1� GMU WALL BEYOND (2)2X4'5 (2)2X65 (2)2X85 IN51DE PLY NAIL5 NAILED AT 8 O.G. 5TAG6E OUT5IDE OUT5IDE NAIL5 NAILED AT W O.G. (2)2X'5 NOTE: MIN 3(6 ININ05TORM OR EQUIVALENT WALL SHEATHING TO BE U5ED A5 UPLIFT RE515TANGE, NO OTHER FA5TENER5 REQ'D. EXCEPT A5 (2)2X GOLUMN (3) OR (4)2X GOLUMN NOTED ON PLANS IN TWO 5TORY FRAME APPLIGATION5. l l NOTE: ACTUAL NUMBER OF FA5TENER5 NOT 5HOWN 2X BUILT-UP STUD COLUMN 17 T, I L5 Oil , TTIINII 1111/. t1ETA I L M SCALE: NM NOTES: I. VFILIZE 2 -PART EPDXY OR OTHER — ENGINEER APPROVED EWAL O.E. SEE TYP. FOUNDATION 5EE DETAIL 20 ON 5EE DETAIL 21 ON 5IMP50N ET EPDXY). DETAIL5 FOR ADDITIONAL 5TRUGTURAL PLANS FOR 5TRUGTURAL PLANS FOR 2. PROVIDE %" DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOWN ADDITIONAL CONNECTION ADDITIONAL CONNECTION BLOW OR BRU5H GLEAN. HERE INFO NOT SHOWN HERE INFO NOT SHOWN HERE 3. FOLLOW MANUF. INSTALLATION IN5TRUGTIONV 5.. pp FUtURE " GNU BLOCK � #5 VERT. BAR TO BE FA5TEN EVERY OTHER 055 BLOGKIN6 ® 45" LOCATED PER PLAN -JOIST (w/ WEB BLOGKIN6 A5 I-JO15T5 O.G. FA5TENED TO 2x I-JO15T5 DRILL 6" INTO EXI5T'6 I C IN GROUTED CELL AB, EPDXY t DRIVE REQ'D) TO 2x BLOCKING w/ (I) -PER PLAN BLOGKIN6 w/ (1) X -PER PLAN 5L#5 DOWEL, PROVIDE I I = 5IMP50N A35 GLIP 51MP50N A35 CLIP MIN. 30" LAP SPLICE - I I I q a N I Z FASTEN VERY OTHER J015T TO GMU FASTEN VERY OTHER J015T TO GMU I I w/ 5IMP50N HT511I6 TWIST 5TRAP. w/ 5IMP50N HT5MI6 TW15T STRAP. J. FASTEN STRAP TO GMU w/ (4)1/4" DIA. FASTEN 5TRAP TO GMU w/ (4) y4' DIA. _ • . ° x 2 A" LONG TITEN 5GREW5 x 2),4"' LONG TITEN 5GREW5 `� I e. i e I I I=1 1=1 11=I I I=I 2x6 FLAT BLOGKIN6 (BETWEEN I-JO15T 2x6 FLAT BLOGKIN6 TO EA. 51DE OF GRADE — — .: ;q a, I=1I1=I I I=I I Ii ,I 16" MIN. LENGTH) FASTENED DOWN TO OSB BLOCKING (16" MIN. LENGTH) _ =III—III III—III < . I 1=1 I I-1 11-1 I I- II II 5 NED DOWN TO GMU w/ 3 Y" DIA. - III=I 1=I I—III I—I I f—III—III - GMU w/ (3) Y4 DIA. x 3 Y2 LONG FA TE l) 4 Q I i—I I_I I I I 1-I I I—I I I- TAPGON5 @ EA BAY. FA5TEN RIM x 3Y2" LONG TAPGON5. FASTEN RIM 1 I=I (=III a.a • ; . I—III—I I BOARD, THRU WALL SHTG., TO 2x BOARD, THRU WALL 5HTG., TO 2x I—III—III III—I I 1 • a- 1-111- BLOGKING w/ 3"x0.131" NAIL5 @ 3" ox.. BLOGKIN6 w/ 3II x0.1310 NAIL5 ®3II o.c. —IIL,,,III„IIII,;,III R�TROF I T 111 -TAIL RETROFIT PETA I L M 15SEP POINEL RETROFIT DETAIL Q SCALE: 8/4"=1'-0" R SCALE: 3/4•=11_0. SCALL: NTS SIM" ® 0011,11S "M i'OR MO"W 6RAM seal, 1/15/2015 ®�®e®m�mmmAoaa a fir • ° � � °° ° �® 0 ?4 Y SEE DETAIL 56 ON C'°® AT 5TRUGTURAL PLANS FOR ®y°^��� 0 R ► p ADDITIONAL CONNECTION�� S' ®•. ® ° ° INFO NOT 5HOW111 111" HERE ®�® 1110®"°® © copyright ; MULHERN & KULP FASTEN EA, ROOF TRU55 TO GMU Structural Engineering, Inc. w/ 5IMP50N HT5MI6 TW15T 5TRAP. FA5TEN 5TRAP TO GMU w/ (4) Y4" a +: DIA. x 2 Y4" LONG TITEN 5GREW5 c PROVIDE M015TURE BARRIER J .m PLATE (51MP50N T55 OR SIM) m c Q EACH TRU55. '� a c ai PROVIDE 2x FLAT BLOGKING FIT m TIGHT TO ROOF TRU55E5 0 EVERY + ca a OTHER BAY FA5TENED TO GMU w/ (3) z Y4" DIA. x 3Y2" LONG TAPGON5. PIL FASTEN BLOGKIN6 TO ROOF TRU55E5 Il W (2) 3 Y4"x0.131" NAIL5 ® EA. END. W �'. rn � �'� Mcm FIT DETAI � � � F RETROL SCALL: 5/4'4-0" mu o ci N 4 INSTALL ROOF CLIPS ROOF TRU55E5, ON OPPOSITE FACE OF BEARING ON WALL NOTE: DETAIL ONLY WALL A5 STUD TIES A5 WHERE NOTED ON PLAN APPLIES AT BEARING NECE55ARY wALL5 SUPPORTING M&K project number: ROOF M65E5. 181-17014 PROVIDE CRIPPLEproject Mgr. SDI STUD ABOVE HEADER a JACK STUD drawn by: G D V SIMP50N R5P4 STUD ISSUe date: PLATE TIE @ TOP t BOT. 07-06-17 REFER TO PLANS FOR OF 5TUD5, SPACED PER PLAN (ALT. PER PLAN: HEADER SIZE. a5B SHEATHED WALL IN REVISIONS: FASTEN TO KING W/ LIEU OF METAL TIES) MIN. (3) 3'x0.I3I" NAIL5 date: initial 11-09-17 MK 12-11-17 MK OPENING IN BRC. WALL 2x4 (MIN) 5TUD5 0 I6" O.C. (5EE PLANS) OR A5 NOTED ON PLANS NAIL STUDS TOC6ETHER — — —I •T— - PER DETAIL M FASTEN P.T. SOLE PLATE PROVIDE 5IMP50N D5P I TO SLAB PER DETAIL TIE OR (1) H6 STRAP 0 :: 3/5DI.0 U.N.O.ON PLANS BASE OF JACK t KING TO 50LE PLATE SLAB FOUNDATION N IST FLR. INTERIOR NOOP 5EARI NG 11ELON ROOF MMJ OA.�.COINEOTION 0 Z (n J i�7T U. W 0 Q w x (Dz ►� 2 0 Q O z co Chi X LL 0 sheet: SD2e 2x EXTERIOR WALL l-rr -1 x 11 r_ r i it x- 1111- seal, I/15/�018 ®®�®e®cs`Gag pc? '0®� "° ® 24 FASTEN ROOF 5HEATHIN6 TO 2x BLOCKING a t W 23/8°X0.113 R.5. NAILS ® 610.6. t °ev 2x4 BLOCKING IN EA. TRU55 BAY 9 ° . < OR I ®®P;•w;�, s, FASTENED TO EACH GROSSINGI ®CJi06AL ,®w 2x EXTERIOR WALL AND CONNECTION SPECS. FASTEN 50LE PLATE TO RIM °'11111111101®® EXTERIOR WALL 5HT'Gw/ (2)3 Yz x0.131 NAILS RUN CONTINUOUS FULL HEIGHT -SEE PLAN FOR 5HEATHIN6 BOARD w/ 3"x0.131" NAILS @ 6" O.G. OF WALL FROM BOTTOM OF AND CONNECTION 5PEG5. EXTERIOR WALL 5HT'6. TO FASTEN FLOOR 5HEATHIN6 N RUN CONTINUOUS FULL HEIGHT I %8 FULL DEPTH 055 BLOCKING ® I-JO15T5 TO ROOF TRU55E5 ©copyright Structural Engineering, Inc. RIM TO DOUBLE TOP PLATE BLOCKING w/ 2 )z"x0.131" 2x EXTERIOR WALL FASTEN SOLE PLATE TO RIM w/ OF WALL FROM BOTTOM OF 48"o.c. ALONG WALL (I5T BAY ONLY) -SEE PLAN NAILS ®6" O.G. e 24 o.c. -SEE PLAN FOR 5HEATHIN6 2 Yz"x0.131" 0 3" O.G. INTO 3"0.131" NAILS ® 6" O.G. 4 5HEATHIN6 RIM TO DOUBLE TOP PLATE FASTEN 5HEATHIN6 TO EA. BLOCK w/ (5) AND CONNECTION 5PEG5. SOLE PLATE TO RIM w/ 2 21Ox0.131" NAILS ® 6" O.G. 2 )2'x0.131" ® 3" O.G. INTO SOLE #8 5GREW5 OR (5)2 Y2'xO.131" NAILS. a m E PLATE 1 Ye" (MIN.) 05B RIM BOARD _ _ II II FASTEN 50LE PLATE OF WALL TO FLUSH � m FASTEN TO EA. 1 -JOIST ®TOP I JOISTS I Ya (MIN.) 055 RIM BOARD. � I JOISTS BEAM w/ 3"x0.131 NAILS ®810.6. a) PER PLAN FASTEN RIM TO EA. BLKG -PER PLAN II II D c BOTTOM CHORD w/ (2) 3 )4''x0.1311 x NAILS PANEL wl (3)3)4"x0.131" NAILS 5HEATHIN6 5PLIGE SHALL OCCUR OVER .� "x0.131" m 3" O.G. INTO RIM11 + MIN. I -JOISTS — 2x SOLE PLATE w/ 2 Yz"x0.131" NAILS ® a� 2 Yz -SEE PLAN �� 'I"' — BOARD 2 )2'x0.131" ® 3" O.G. INTO RIM I Ye' 055 BLOGKIN6 EVERY 3 O.G. OR PROVIDE CONT. 5HT6. TO dE BOARD OTHER BAY OVER SHEAR WALL BOTTOM OF FLUSH BEAM FASTEN RIM TO GMU BOND FASTEN EVERY OSB BLOCKING TO FASTENED w/ (2) 51MP50N A35 FASTEN EVERY OTHER I -JOIST (w/ WEB FASTEN RIM TO GMU BOND BOND BEAM w/ (1) 51MP50N HETAI6 WALL CONSTRUCTION BEAM w/ 51MP50N HETAI6 GLIP5 AT EAGH BLOCK (PERP.) HANGER u,- "= EMBEDDED STRAP ® 24" O.G. BLOCKING BOTH SIDES) TO BOND BEAM BEAM w/ 51MP50N HETAI�6 (48" O.G. MAX) PER STRUCTURAL OR I Ye' OSB RIM FASTENED w/ (U -BY TRU55 MANUF. w/ (U 51MP50N HETAI6 (48 O.G. MAX) EMBEDDED STRAP ®24 O.G. PLAN L51MP50N A35 CLIP ®I6" o.c. II W N VERT WALL REINF. B 8" GMU BOND BEAM VERT WALL REINF. TO 8" GMU BOND BEAM OVER 5HEARWALL (PARALLEL)— EXTEND INTO BOND BEAM W/ (1) #5 GONT. EXTEND INTO BOND BEAM W/ (1) #5 GONT. ._ ca � 8" REINF. GMU WALL 8" REINF. GMU WALL m -SEE PLAN FOR VERT. -SEE PLAN FOR VERT. @ HORZ. REINF. SPECS d HORZ. REINF. 5PEG5 FLUSH BEAM U) o N -SEE PLAN T SECTION S�GTION Azr:,� TION25K TION1N 1 N S/4'=II-0" 3/4 �1-0 W project number: 181-17014 project mgr: S D I drawn by: G D V lssuedate: 07-06-17 -5EE PLAN FOR 5HEATHIN6 —_ —_ TO FASCIA WITH 2/e X0.113 REVISIONS: .FASTEN SOLE PLATE OF 2x WALL _ AND CONNECTION 5PEG5. 11 GYPSUM BOARD , ' R.5. NAILS ® 6" O.G. date, initial: TO BOND BM. w/Yz DIA. ANCHOR I -4 MAX. 2 -0 MIN BOLTS ® 6'-0" MAX. PROVIDE FASTEN ROOF 5HEATHIN6 TO PER ARCH FOR FASTEN 50LE PLATE OF 2x WALL MIN. (2) PER PLATE AND MAX 12" FASCIA WITH 23/0"X0.113" R.5. FIREPROOFIN6 i N 117 11-09-17 MK i (4) LS x0.131 12-11-17 MK TO BOND BM. w/)211 DIA. ANCHOR FROM EA END NAILS ®6" O.G. SHALL BE i � NAILS u� `� BOLT5 ® 4'-0" MAX. PROVIDE GABLE END VERTICAL WEB MIN. (2) PER PLATE AND MAX 12 2x INTERIOR WALL ®STAIRS OR REINFORGIN6 AS REGURIED CONT. 24" MIN FROM EA END 3 4" 2-5TORY SPACE. IN51DE FACE ONTO ROOF %n -SEE UPLIFT N PLANS OF DRYWALL SHALL OVERHANG -. BY TRUSS MANUF. GH SCHEDULE ON PLAN5 FOR 2x FASCIA CONNECTOR 5PEGIFIGATION5 FASTEN EXTERIOR SHEATHING MASONRY 3/41. PROVIDE FURRING -SEE AR TO 2x PLATE w/ 2 Y "x0.131" ON INSIDE FACE OF MA50NRY TO ; NAILS o 3" O.G. MATCH DRYWALL PROVIDE M015TURE BARRIER 2x FASCIA 8" GMU BOND BEAM PLATE (51MP50N T55 OR SIM.) S" GMU BOND BEAM w/ -SEE ARCH SEE UPLIFT CONNECTOR 3 Y4"x0.131" TOENAILS ® 1211 W/ (1) #5 CONT. ® EACH TRUSS. (I) #5 BARS CONT. 2x SHEAR WALL SCHEDULE ON PLANS FOR O.G. GONNECTING BOTTOM - SEE PLAN FOR CONNECTOR 5PEGIFIGATION5 CHORD TO TOP PLATE •e--- 8" REINF. GMU WALL 8° GMU WALL SPECIFICATIONS. -SEE PLAN FOR VERT. VERT WALL REINF. TO (" C PLANS) FASTEN ROOF TRU55 TO FASTEN BOTTOM CHORD OF HORZ. REINF. 5PEG5 EXTEND INTO BOND BEAM DOUBLE TOP PLATE w/ GABLE END TRUSS O TOP PROVIDE 2x4 BLOCKING (3) 3)4°x0.131" TOENAILS PLATE WITH 51MP50N A35 2x4 BRACE w/2x4 ® 48" O.G. IN FIRST (3) T -BRACE, SPACED ® NfrNNrtrNNNw LLl CLIPS ® 32 O.G. BAYS OF ROOF 4 -O O.G. MAX, FASTEN wrJ TRUSSES -GUT TO FIT 2x4 TO 'T' w/ 3 )4'x0.131 " TIGHT BETWEEN TRU55 0 FASTEN BOTTOM OF 2x4 NAILS ® 12" O.G. BOTTOM CHORDS BRACE TO DBL. TOP _ r%Etlh-W PLATE w/ (U 51MP50N C A I FASTEN DRYWALL TO 5 GT I ON S�GTION 5O H2.5A 4 (2)3Y4"x0.-3-1 51OLTltli. BLOGKING w/5GREW5 WALC= 91WO-O" TOENAILS SGALC= 8/4 sl -0 /NAILS 6 O.G. 5GAJ2= S/4 I -0 V1 z J U.W r Q W 0 0 Q Co 2x4 GATS ® 16"O.G. FASTENED TO GABLE END FASTEN 5HEATHIN6 TO 2x4 2x4 BLOCKING w/ TRU55 w/ (2)3"x0.131" BLOCKING w/ 23/a"X0.113" (3)3Y4"x0.131" TOENAILS. PROVIDE (1) R.5. NAILS ® 4110.6. TOENAILS EACH END 2x EXTERIOR WALL ®STAIRS 51MP50N H3 CLIP OR 2 -STORY SPACE OVERHANGS > 12" FASTEN ROOF SHEATHING x x x 3 11 11 X CSI X UL N 0 sheet: SD2*2