Loading...
HomeMy WebLinkAbout4017 Night Heron Dr; 17-2479; NEW SFHi COUNTY OF SEMINOLE IMPACT FEE S'T'ATEMENT t� a STATEMENT NUMBER: 17100006 BUILDING APPLICATION $#: 17-10000690 DA'LL; September 20, 2017 BUILDING PERMIT NUMBER: 17-10000690 UNIT ADDRESS: NIGHT HERON DR 4017 17-20-31-502-0000-1860 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION; TRACT: PLAT BOOK; PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME; BRISSON INVESTMENTS LLC ADDRESS: 27 N SUMMERLIN AVENUE ORLANDO FL 32601 LAND USE: SFR DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4017 NIGHT HERON DR / LOT 186 SFR WYNDAM PRESERVE --------_-------------j----------------------- FEE BENEFIT RATE UNIT TYPE DIST SCHED RATE CALL -----UNIT ----m-TOTAL DUE-- UNIT'S TYPE ROADS -ARTERIALS CO -WIDE ORD -- Single Family Housing 705.00 RIOADS-COLLECTORS N/A 1.000 dwl unit 705.00 Single Family Housing 00 FIRE RESCUE N/A 1.000 dwl unit .00 LIBRARY CO -WIDE ORD .00 Single Family Housing 54.00 SCHOOLS 1.000 dwl unit 54.00 CO -WIDE ORD Single Family Housi g 5,000.00 PARKS 1.000 dwl unit 5,000.00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 00 AMOUNT DUE 5,759.00 STATEMENT li RECEIVED BY: % _SIGNATURE: ( mm (PLEASE PRINT NAM DATE: NOTE TO RECEIVING SIGNATQRY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPL'ICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST S'T'REET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. S IS NO ISSUED WITHIN M60TCALENDAR ODAYS OFLTHE IRECEIVINGGISIGNG NATURE DATE IS ABOVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. j f INDEX GENERAL NOTES: HEATED S.F. 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS FLA0.1.2 SLAB PLANT' TOTAL AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. PORCH PATIO/ COV. PATIO ANY DISCREPANCIES SHALL BE REPORTED TO TO ELEVATION 'T` 1981 1981 402 78 181 661 � THE BUILDER FOR JUSTIFICATION AND/OR FL A-1.2 FIRST FLOOR PLANT' of CORRECTION BEFORE CONTINUING WITH WORK. FL A4.1 SECTIONS Irmo CONTRACTORS SHALL ASSUME RESPONSIBILITY ()0 U FOR ERRORS THAT ARE NOT REPORTED TO THE r BUILDER. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL FL A5.3 ROOFELEVPLN 'U' FL A5.3.1 ROOF PLAN 'U' STATE AND LOCAL CODES, REGULATIONS, AND ' FHA/VA MPS. 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. FL E1.2 FIRST FLOOR UTILITY PLAN'U' 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE. 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. RECORD COPY REVIEWED FOR CODE COMPLIANCE --__ PLALA ESN ((MINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT A$ 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 A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE C ; MPAC FICO FEST REQUMED Results to be verified cit Slab Inspection #97-2Gi9� 'poNO-S� ;ANFORD ,. PARINr� ®�9®g'itiaag9�,'gy® Vii. PA,1�� MULHERN+KULP -7$e-. residential structural engineering jha.s08.15.17 20 South Maple Street, Suite 150 • Ambler, PA 19002 w 'TATEp215.646.8001 • mulhernkulp.com ���•,��•� o�,• r�SSUE ®ATE: Moiern+Kup'ha�sreuiew�thsgla�tprsuctu FOR y of , t fq �a op [Vl tgd ther discipl IL REVIEW" REVISIONS: ' L v— APO(-HI IRF FAIC,IAIFFRIn1r, — SQUARE FOOTAGE TABULATIONS HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/ COV. PATIO TOTAL ELEVATION 'T` 1981 1981 402 78 181 661 � w W J of W Irmo O ()0 U r Q 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: FL TM I w z an O � w W J of W Irmo O ()0 U r Q SHEET NO: FL TM I GENERAL FOUNDATION NOTES: - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. - SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TYP STOOP AT INSWING/SLIDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2014 FLORIDA RESIDENTIAL CODE SECTION R311.3.) PROVIDE A SLIP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. FOUNDATION KEYNOTE LEGEND _F_11 LINE OF SLAB ABOVE F2 I LINE OF FRAMED WALL ABOVE V-4" 22'-8" 21'-4" 44'-8" 14 - -" U -CH E R N -f' KU L residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulhernkulp.com 22'-0" V L f—%Lj 1 1_/ 'A1 v 1 j 1 �1=�VO'AT 22"X34" LAYOUT 1/8"- V-0" AT 11" X 17" LAYOUT °a a 1e i78=.; AT E O F 11v i Mulhem + Kulp has i e Rgsplan,fq! g(60fe only and has not reviewed any other infomraton related to other disdpfnes. W 0 ISSUE DATE: 08.15.17 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: a J W 2 Amok O z z J � a m T j N r Z a J UM SHEET NO: -..�- I ,_-_._._......_- _. � _ _ ., Atli4ISI3'7n'. ISSUE DATE: 08.15.17 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: Q' J W I 2 a; O N J Z o 1 U T W N 00 T Z Q �a ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE 2014 FLORIDA RESIDENTIAL CODE SECTION 312.2. NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS -WINDOW HEAD HEIGHTS: 1ST FLOOR = 7'4" U.N.O. ON ELEVATIONS 2ND FLOOR = 7'-0" U.N.O. ON ELEVATIONS 3RD FLOOR = 7'-0" U.N.O. ON ELEVATIONS. -ROOFING: PITCHED SHINGLES PER BUILDER. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS SHOWN ON THE EXTERIOR ELEVATIONS -ENTRY DOOR: AS SELECTED BY BUILDER -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. ELEVATION KEYNOTE LEGEND El ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E16 1XTRIM OR EQUAL, U.N,O. SIZE AS NOTED E17 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. 1 ST FLOOR PL. HT. 1ST FL. WDW. HT. 8" E19 SMOOTH COACH LIGHT PER BUILDER 1 ST FLOOR FIN. FL. 12 5 / V 12 CV LO 5 12 5� u FASCIA rk 1ST FLOOR PL. HT. — — — 1 ST FL. WDW. HT. r r r t 1 ST FLOOR FIN. FLR._ " ,. _ ' _ . , — _ • _ ; _ — . _. -. .. -, , r RIGHT ELEVATION'T' 3 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT rh 1ST FLOOR PL. HT. 1 ST FL. WDW. HT. ��i�il�loilLol�l�l�ll�+l® rik 1 ST FLOOR FIN. FLR_ 12 12 cv 5 `O IF 12 �5 f E16 FA� SCA \ 1 ST FLOOR PL. HT.. rh 1ST FL. WDW. HT. JI _ .r • • 1 ST FLOOR FIN. FLR. ,-, FRONT ELEVATION 'T' \' 1 /4" = 1'-0" AT 22"X34" LAYOUT 1 /8"= 1'-0" AT 11 " X 17" LAYOUT 12 12 5 Lo 6" E16 FASCIA REAR ELEVATION'T' 2 1/4" = V-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT ,-, LEFT ELEVATION 'T' 4 1/4" =V-0" AT 22"X34" LAYOUT 1/8"= -V 0" ATIX 17" LAYOUT W w 0 ISSUE DATE: 08.15.17 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: _Q 0o Q W LU 2 a mmmmmmmmmmmli W w 0 ISSUE DATE: 08.15.17 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: _Q J LU 2 a o N J Z O � a T � J W T Z Q J a SHEET NO: FL A5.2 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE NET AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET FREE VENTILATION OF THE VENT PRODUCT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO SELECTED BY OWNER. VERIFY WITH 1/300 WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION MANUFACTURER OF HIGH AND LOW VENTS TO RATE NOT EXCEEDING I -PERM INSTALLED ON THE WARM - BE USED FOR MINIMUM CALCULATED VENTS IN -WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL 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 ATTICS IN THE ROOF SHEATHING (AS ALLOWED AS REQUIRED BY THE BUILDING OFFICIAL, BY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE THE TWO OR ISOLATED ATTIC SPACES SHALL OPENINGS BETWEEN THE ADJACENT ATTICS IN THE ROOF BE VENTED INDEPENDENTLY TO MEET 2014 SHEATHING (AS ALLOWED BY THE STRUCTURAL ENGINEER) FLORIDA BUILDING CODES. TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER, AT ALL CANTILEVERED INDEPENDENTLY TO MEET 2014 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 FRAMED ELEMENT. SOFFIT VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: 0 ALL ROOF DRAINAGE SHALL BE PIPED TO 0 TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS STREET OR APPROVED DRAINAGE FACILITY. AND SHOP DRAWING TO THE BUILDER'S GENERAL 0 DASHED LINES INDICATE WALL BELOW. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW 0 LOCATE GUTTER AND DOWNSPOUTS PER PRIOR TO FABRICATIONS. BUILDER. 0 ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM 0 PITCHED ROOFS AS NOTED. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS SHALL OCCUR TO THE REAR OF THE MAIN RIDGE, ROOF VENT CALL. ELEV. 'T' Narne Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 2641 SF 633.92 int 1267.84 inz J9nun. G. t•Q�� C E /VS /� �✓� Z _ __ �b • 1� n %7lln w J J MULHERN+KULP n 144 residential structural engineering"� •` 2 �4�< rTL�A4. TATE OF 20 South Maple Street, Suite 150 a Ambler, PA 19002 Jp •> •� lV ; • ° p215.646.8001 • mulhemkulp.com ��� t� O R IV �, •'' �' �° J a � LL Mulhem F Up hu rdild.jh'I�n ori Pe on and has not re>Ieaed any other hdoimaj. re ated to other disdpllnes. O O EAVE ROOF PLANT 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT ISSUE DATE: 08.15.17 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 7— LAST SAVED BY: SHEET N0: FL A5.2.1 J Uj Z �a J a � LL r' O O cc T Z i Q J ILL, SHEET N0: FL A5.2.1 STANDARD ELECTRICAL BOX HEIGHTS SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS VERIFY— LOCATION IN FIELD A/C DISCONNECT TELEPHONE/ TELEVISION SERVICE BOX SERVICE PANEL/ ELECTRIC METER NOTES: w J r PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. 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 002 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 WRrr'rEN INSTRUCTIONS. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS, UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP. O (� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE °H CHIMES � 4/ 0(PROVIDE c/ v CEILING FAN ADEQUATE SUPPORT) �w w �} WALL MOUNTED INCANDESCENT I LIGHT FIXTURE W //, '/ v �\\ CEILING FAN WITH INCANDESCENT LIGTrr FIXTURE (PFiOVIDEAUEQUATESUPPUFCr) CHFAN/LIGHTS GROUND -FAULT CIRCUIT -INTERRUPTER ll � DUPLEX OUTLET 110V SMOKE DETECTOR So HARDWIRED AND INTERCONNECTED Wi BATTERY BACKUP RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED L.E.D, FIXTURE (VP) =VAPOR PROOF } r� HALF -SWITCHED DUPLEX OUTLET co CO2 DETECTOR D GAS SUPPLY WITH VALVE EXHAUST FAN (VENT TO EXTERIOR) I� 2-v 220 VOLT OUTLET O THERMOSTATI O LU X �— �� ' il DIOSE BIBB t WALL SWITCH TELEVISION _j 0 4 FT- X L-00 ELECTRIC PANEL Z 0 TECH HUB SYSTEM DISCONNECT SWITCH c� J i fu z (j)LU ¢ m ¢ ¢ v O Z ~ m 0 [C Uj Oz W w U w v a c� w w z o O q 0 M 0 0 — J w z cn T ~ O w Q �r1 a r <LLI O z O ¢ � c ¢.7 Y a 0 O Cc STANDARD ELECTRICAL BOX HEIGHTS SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS VERIFY— LOCATION IN FIELD A/C DISCONNECT TELEPHONE/ TELEVISION SERVICE BOX SERVICE PANEL/ ELECTRIC METER NOTES: LEGEND: PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. 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 002 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 WRrr'rEN INSTRUCTIONS. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS, UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP. DUPLEX OUTLET (� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE °H CHIMES � 4/ 0(PROVIDE c/ v CEILING FAN ADEQUATE SUPPORT) wwcFi WEATHERPROOF GFI DUPLEX OUTLET * �} WALL MOUNTED INCANDESCENT I LIGHT FIXTURE PUSHBUTTON SWfrChl //, '/ v �\\ CEILING FAN WITH INCANDESCENT LIGTrr FIXTURE (PFiOVIDEAUEQUATESUPPUFCr) CHFAN/LIGHTS GROUND -FAULT CIRCUIT -INTERRUPTER ll � DUPLEX OUTLET 110V SMOKE DETECTOR So HARDWIRED AND INTERCONNECTED Wi BATTERY BACKUP RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED L.E.D, FIXTURE (VP) =VAPOR PROOF } r� HALF -SWITCHED DUPLEX OUTLET co CO2 DETECTOR D GAS SUPPLY WITH VALVE EXHAUST FAN (VENT TO EXTERIOR) I� 2-v 220 VOLT OUTLET O THERMOSTATI Q REINFORCED JUNCTION BOX EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) PH 'TELEPHONE �� ' il DIOSE BIBB t WALL SWITCH TELEVISION ��w 1�a" WATER STUB OUT Q FLUORESCENT LIGHT FIXTURE �--1� f ELECTRIC METER d THREE-WAY SWITCH P s L-00 ELECTRIC PANEL WALL SCONCE 4 FOUR-WAY SWITCH TECH HUB SYSTEM DISCONNECT SWITCH W 0 ISSUE DATE: 08.15.17 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: 3LL `) / =� BED 9'-4" CLG HT. Uj 1 S I \ Z I \ \ \�� PRE -WI E AND BRACE FOR FUTURE I �" WP/GFI \ FAN!/P HT COMBO :....::::....:::::::.............. I® T} x PORCH // �� WIC!; BED 4 9'-4" CLG HT. _ I 0 U. cc U. FIRST FLOOR UTILITY'T' 1 1/4" =1'-0" AT 7.2"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT LL SHEET NO: FIL E1.1 CONNECTION 5FEGIPIOATION5 (TYF. U.N.O.) INTERIOR ZONE5 DE5GRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"0.120" NAILS JOI5T TO SOLE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO J015T/BLK'G. (3) NAILS ® 4" o.c. (3) NAILS 9 4" o.c. STUD TO 50LE PLATE (2) TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAILS (3 NAILS RIM TO TOP PLATE TOENAILS ® 8" o.c. TOENAIL5 0 6" o.c.* BLK'6. BTWN, J015T5 TO TOP PL. (3) TOENAILS (3) TOENAILS" DOUBLE STUD NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE NAILS IN LAPPED AREA) NAILS IN LAPPED AREA TOP PLATE LAP 0 GORNER5 INTERSEGTIN6 WALL5 (2) NAILS NAILS * 21'2"x0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE " ARE 5HOWN) Window 4 Door Ultimate Wind Pre55ure5 40 MPH Wind zone Ex qme G OPENING 51ZE INTERIOR ZONE5 TRU55 LENGTH 8' Garage Door +411 P5F/-41.3 P5F 16' Garage Door +40.1 P5F/-44.6 P5F 10 5QFT. +48.0 P5F/-52.0 P5F 20 5aFT. +45.8 P5F/-4q.q P5F 50 SOFT. +43.0 P5F/-41.1 P5F 100 SOFT. +40.8 P5F/-44.1 P5F 500 5QFT. +35.8 P5F/-3q.8 PSF END ZONES +41.1 P5F/-41.3 P5F +40.1 P5F/-44.6 P5F +48.0 P5F/-64.2 PSF +45.8 FSF/-5q.8 P5F +43.0 P5F/-54.1 P5F +40.8 P5F/-4q.q P5F +35.8 P5F/-31.8 P5F (DEnd Zone 15 defined a5 the Smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pre55ure5 charted here are ultimate Pre55ure5 and are permitted to be reduced per ASCE I-10 Section 2.4.1 to get an equivalent allowable load pre55ure. Multiply ultimate Pre55ure5 by a factor of 0.6 to obtain allowable pre55ure5. I- ROOF FRAMING • SEE ROOF TRU55 UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYWOOD 5HEATHIN6 z4/(,i EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS N/ 2Y2"x0.131" NAILS ® 6 O.G. ® PANEL EDGES 4 ® 12" O.G. IN FIELD (2 �/t3"x0.113 RING SHANK NAILS MAY BE U5ED IN LIEU OF 2 Y2"x0.131" NAILS). PROVIDE "Fin STYLE CLIPS ALONG UNSUPPORTED EDGES. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRU55E5 N/ 2Yz"x0.131 NAILS c4 3" O.G. • AT ALL AREAS WITHIN THE END ZONE D15TANGE FROM ROOF EDGES, RIDGES, VALLEYS, 4 HIP5, PROVIDE BLOGKIN6 ALONG PANEL EDGES 4 FASTEN N/ 2Y2"x0.131" NAILS © 4" O.G. AN END ZONE 15 DEFINED A5 10% OF THE BUILDIN6'5 LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. ° TRU55 ALL VALLEY SETS. FASTEN EACH END TO TRU55 BELOW N/ U5P MTWI2 AND (2) 3"x0.131" TOENAILS TO EACH TRU55 BETWEEN. ° ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERN15E NO -FED. • ROOF TRUSS 5f IOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 N/ 2x4 LEDGER FASTENED TO FRAMING N/(2) 3"x0.131" NAILS ® 16" O.G. UFL I r -T CONNECTORS BEARING GONDI'FION TRU55 LENGTH GONNEGTOR 51NUE ROOF TRU55 BEARING ON WOOD 5TUD WALL/WOOD BEAM < 15' 51MP50N H2.5A > 15' 51MP50N HIDA ROOF GIRDER TRU55 BEARING ON WOOD 5TUD WALL/WOOD BEAM ALL 51MP50N HT520 51NUE ROOF TRU55 OR PORCH BEAM BEARIN6 ON GMU WALL ALL 51MF50N HETAI6 ROOF GIRDER TRU55 OR FLU5H BEAM BEARIN6 ON GMU WALL ALL (2) 51MPSON HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRU55 5HAL1_ BE GONNEGTED WITH GONNEGTOR A5 L15TED ABOVE. LEGEND • INTERIOR BEARIN6 WALL • c _ - ^ BEARIN6 WALL ABOVE • ®- - ® BEAM / HEADER • LOCATION AND EXTENT OF SHEAR WALL EXTENT OF OVERFRAMIN6 L INDICATES LOCATION OF REINFORCED GMU GORE UJ (5EE NOTES) J METAL HANGER INDICATES POST ABOVE. PROVIDE SOLID 13LOGKIN6 UNDER POST OR JAMB ABOVE. TH15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 5th EDITION (2014) FLORIDA BUILDING CODE (5EGT I ON 1600 LATERAL DE516N REOU I REMENS FOR THE FOLLOWIN6 GOMMUNITIE5 ONLY: 140 MPH -AXP. G WH 15PER1 N6 R D6E 5T. JAMES GRO55 N6 5-IEARNATER 5TAT5 WYNDHAM PRESERVE - BR 550N E. ANY GOMMUN I TY NOT L 15TED HERE REGU I RES FORMAL EVALUATION 4 APPROVAL FROM MULHERN 4 KULP 5TRUGTURAL EN61 NEERI N6. GEN AL 5T UCTURAL NOTE5 • DESIGN 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN SPEGIFIGATION FOR WOOD GON5TRUGTION" - LATE5T EDITION. • DE516N LOAD5: ROOF LIVE = 20 P5F DEAD = l P5F T.G., 10 PSF B.G. LOAD DURATION FAGTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDING 5TAIR5) = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F @ GARAGE DEAD = 10 PSF (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS L15TED RISK CATEGORY II 6ENERAL FRAM I N6 • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x4 5PF#[2 OR 5YP#2 ® 16" O.G., OR BET] ER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BERING WALLS SHALL BE 2x4 5PF OR 5YP '5T UIP' GRADE LUMBER @ IALL INFERIOR 5H O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ARWA �SHALL BE GON5TRUGTED WITH 2x E L115 '510' GRADE MEMBERS 5AGED © 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALL5 5HALL BE GON5TRUGTED WITH 2x '5TUD' GRADE MEMBERS 5PAGED 9 24" O.G. (MAX.). SINGLE TOP PLATES ALLO11ED PER R602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK 5TUD I (1)2x KIN6 5TUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JAGK STUDS REQUIRED, U,N.O.. • ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS @ 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 3 -PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 & 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS © 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 ® 3 -PLY OR MORE GONDITION5. • REFER TO GONNEGTION SPEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 N/ 7/16" OSB FASTENED IN/ 2y2"x0.131" NAILS © 6" O.G. @ EDGES � 12" O.G. GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKING AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.U. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXGEED THE FOLLOWING: • L5L - Fb-2325 psi; Fv=310 p51; E=1.55x106 psi • LVL - Fb=2600 p51; Fv=285 psi; E=2.0x10(b p51 • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"x0.131" NAILS o 8" O/G OR 2 ROW5Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR E3)/2" TRU55LOK 5GREW5) u 16" OIG. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTI-15 OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE, SOLID 5Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 S 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF Y4 "x6" 51MP50N 5D5 5GREW5 (OR (9 5/4" TRU55LOK 5GREW5) © 16" O/G. USE A MINIMUM OF 4 ROW5 FOR. BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE "FOP AND BOTTOM 5GREWS 2" FROM EDGE. A 50LID -f" BEAM 15 AGGEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE 51MP50N PG4Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR WALL STUDS IN GONTAGT N/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED N/ Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. seal: ya�aaaaaaeg® F's ea. v • � s 4 4 J � w ® v d J ' 77 n1AJ ;r+ i - 1E op ° � a © copyright: MULHERN & KULP 'Structural Engineering, Inc. as HOLD-DOWN 50HEMLE 5YMB0L 5PEGIFIGATION HD -I SIMPSON HTT-4 HOLD-DOWN (N/ 55T1316 A.B.) ® HD -2 51MP50N M5TG66 5TRAP TIE (24" END LENGTH) (M5TG6(bB3 ALTERNATE) Q LEGEND • INTERIOR BEARIN6 WALL • c _ - ^ BEARIN6 WALL ABOVE • ®- - ® BEAM / HEADER • LOCATION AND EXTENT OF SHEAR WALL EXTENT OF OVERFRAMIN6 L INDICATES LOCATION OF REINFORCED GMU GORE UJ (5EE NOTES) J METAL HANGER INDICATES POST ABOVE. PROVIDE SOLID 13LOGKIN6 UNDER POST OR JAMB ABOVE. TH15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 5th EDITION (2014) FLORIDA BUILDING CODE (5EGT I ON 1600 LATERAL DE516N REOU I REMENS FOR THE FOLLOWIN6 GOMMUNITIE5 ONLY: 140 MPH -AXP. G WH 15PER1 N6 R D6E 5T. JAMES GRO55 N6 5-IEARNATER 5TAT5 WYNDHAM PRESERVE - BR 550N E. ANY GOMMUN I TY NOT L 15TED HERE REGU I RES FORMAL EVALUATION 4 APPROVAL FROM MULHERN 4 KULP 5TRUGTURAL EN61 NEERI N6. GEN AL 5T UCTURAL NOTE5 • DESIGN 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN SPEGIFIGATION FOR WOOD GON5TRUGTION" - LATE5T EDITION. • DE516N LOAD5: ROOF LIVE = 20 P5F DEAD = l P5F T.G., 10 PSF B.G. LOAD DURATION FAGTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDING 5TAIR5) = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F @ GARAGE DEAD = 10 PSF (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS L15TED RISK CATEGORY II 6ENERAL FRAM I N6 • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x4 5PF#[2 OR 5YP#2 ® 16" O.G., OR BET] ER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BERING WALLS SHALL BE 2x4 5PF OR 5YP '5T UIP' GRADE LUMBER @ IALL INFERIOR 5H O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ARWA �SHALL BE GON5TRUGTED WITH 2x E L115 '510' GRADE MEMBERS 5AGED © 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALL5 5HALL BE GON5TRUGTED WITH 2x '5TUD' GRADE MEMBERS 5PAGED 9 24" O.G. (MAX.). SINGLE TOP PLATES ALLO11ED PER R602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK 5TUD I (1)2x KIN6 5TUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JAGK STUDS REQUIRED, U,N.O.. • ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS @ 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 3 -PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 & 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS © 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 ® 3 -PLY OR MORE GONDITION5. • REFER TO GONNEGTION SPEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 N/ 7/16" OSB FASTENED IN/ 2y2"x0.131" NAILS © 6" O.G. @ EDGES � 12" O.G. GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKING AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.U. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXGEED THE FOLLOWING: • L5L - Fb-2325 psi; Fv=310 p51; E=1.55x106 psi • LVL - Fb=2600 p51; Fv=285 psi; E=2.0x10(b p51 • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"x0.131" NAILS o 8" O/G OR 2 ROW5Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR E3)/2" TRU55LOK 5GREW5) u 16" OIG. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTI-15 OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE, SOLID 5Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 S 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF Y4 "x6" 51MP50N 5D5 5GREW5 (OR (9 5/4" TRU55LOK 5GREW5) © 16" O/G. USE A MINIMUM OF 4 ROW5 FOR. BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE "FOP AND BOTTOM 5GREWS 2" FROM EDGE. A 50LID -f" BEAM 15 AGGEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE 51MP50N PG4Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR WALL STUDS IN GONTAGT N/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED N/ Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. seal: ya�aaaaaaeg® F's ea. v • � s 4 4 J � w ® v d J ' 77 n1AJ ;r+ i - 1E op ° � a © copyright: MULHERN & KULP 'Structural Engineering, Inc. as c W L N a o Q c E a rz LO o U + a W� W '� CO � 'a Q. o C � o D N N 4. z W � LL a O MW project number 181"16012 project mgr S D j drawn by: J`j"S issue date: `( 1 -02,., 16 REVISIONS: date: initial: 08-29-17 MK 09-18-17 MK sheet: W 0 z J CO � h� U � o a Q z W � LL a O sheet: V CJ I II �-S.i 1 0 �n 33'-0" T d - a F MA50NRY LINTEL VETA I L5 C: REINFORGEMENT t.' MARY. DE516NATION TOP 130 From 5HEAR REINFORGEMENT MB -1 8F8-0ra/OT ----- ----- MD-2 81`8-IB/OT ---- (I) #5 If7 `? MI3-3 81`16 -WIT (1) 05 (I) 95 GARAGE DOOR cv �'i. c LC) `° MB -1 #3 VERTIGAL TIES ® Wo.c. N/ M6-�} 81`16-28/fr (I) #5 (2) #5 180 DEGREE HOOK T413 APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LO-rr'5 GONGRETE. NOTES: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-011 5HALL BE PRE5TRE55ED. 2. 51-IORE T=ILLED LINTELS A5 REGtURIED. 5. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENr 5HALL BE GRADE 60, fy=60 k-cl 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED B'f DE510-N. TERMITE PROTEGTION - SENTRIGON (A5 CHOSEN BY BUILDER) I. TERMITE PROTEGTION SHALL BE IN AGGORDANGE NITH THE FBG 8318 AND ALL RELATED SUBGATE60RIE5. 2. PROTEGTIVE 5LEL=VE5 AROUND PIPING PENETRATING GONGRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTEGTION, "I HE SLEEVE SHALL HAVE MAXIMUM WALL THIGKNE55 of 0.010 INGN AND BE SEALED WITHIN THE SLAB USING A NON-GORRO51VE GLAMPING DEVICE TO ELIMINATE= THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 3. CONDENSATE LINE, IRRIGATION/SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWN5POUr5 SHALL D15GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DEWALL, WFIETFIER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS, NITFI DOWN5PUT5 ARE REGiUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJEGTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENERAL 5TRUGTURAL N®T 5 FOUNDATION • DE516N 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 PSF. THESE FOUNDATION DESIGNS ARE ALSO ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 PSF MIN. REQUIRED. (I.E. IF 2000 PSF SOIL IS PRESENT, THESE FOUNDATION DESIGNS ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO HEATHER OR IN GONTAGT N/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED 5OUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RESISTANGE GOMPATIBILITY OF HARDWARE $ FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED WOOD. GONTAG"I" LUMBER 4 HARDNARE SUPPLIER5 TO GOORD. • GONGRETE DESIGN BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.U.: f'c = 2,500 psi: ....... FOOTINGS 2,500 ph ....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 p51 ...... REBAR • ALL GONGRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINC75 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON VIR61N 501L OR q5% GOMPAGTED FILL. • PROVIDE GONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB ED6E5, AND OTHER LOGATION5 WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. (20'-0" O.G.) • MINIMUM LAP 5PLIGE5 ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOK5 5HALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT 5HALL BE ASTM G416 F'c=3000 P51 N/ MAX %3" AGGREGATE • GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Iq00 PSI (1`'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDIGATED ON PLAN) SHALL ED BE REINFORGED N/ (1) #5 BAR VERTIGAL. BAR 5FIALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALI6N WITH FOOTING DOWEL DELON. PROVIDE MIN 3011 LAP 5PLIGE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORGED GMU GELLS AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE GONTINUOUS FULL LENGTH OF NALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MASONRY OPENINGS AND AT ALL NALL GORNERS. • VERTICAL REINFORGEMEN"r SHALL BE FIELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY GELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR NALL5. (A5 5HONN ON PLANS) • ROU61-1 OPENINGS ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal: N� )rJ 7624 7� o FlT E OF (J copyr1g1 u I)ggN,&Kt���0� 5fru QrA,Vn ii leering, Inc, M&K project number; 181.16012 project mgr; SDI drawn by; J'T"S issue date; 1 1..0 2 16 REVISIONS; date; initial; 08-29-17 MK 09-18-17 MK i o C: MB 3 t.' N Q) Q O c a c Cu + E • :` : i??> i l l ?s? : :::::::::: : :: ii:; ii irr. ..... ;;: %>: i ::: ''...................... :ii''. ..... ;:': a2:3 s%I:"..........;; ❑:::::::.:.::::::.::,::::::,:::.:...:..:.....�i. oilX,-o.i:....................................,,.,,,..,....:......... : ``: ......... U ■ U If7 `? W J — ZI GARAGE DOOR cv �'i. c LC) `° MB -1 N N Cy ,9 M&K project number; 181.16012 project mgr; SDI drawn by; J'T"S issue date; 1 1..0 2 16 REVISIONS; date; initial; 08-29-17 MK 09-18-17 MK i o MB 3 r n 3050 WINDOW 3050 WINDOW - 0 • :` : i??> i l l ?s? : :::::::::: : :: ii:; ii irr. ..... ;;: %>: i ::: ''...................... :ii''. ..... ;:': a2:3 s%I:"..........;; ❑:::::::.:.::::::.::,::::::,:::.:...:..:.....�i. oilX,-o.i:....................................,,.,,,..,....:......... : ``: ......... • ❑ J — GARAGE DOOR cv MB -1 313/4"X65" R.O. 31%`X(93`R.O. ,9 »;»>: • MB -I CONTIN. 431-011 -8 01-01112 8 0 51-411 STAR m W 2 Q U ❑ Q Z z 5L®CK PLAN 1 0 sheet; LEFT HAND l - w '7r 8" GMU BLUGK R4.1 FI -FOIL OR (1) #5 FROM FTG. TO EQUAL OVER 3/h" FURR STRIPS BOND BEAM. 5PLIGE TO BE MIN. 30° 3Y2" GONG. SLAB IN/ GROUT CELL SOLID NNF OR FIBERME5H w REINF. OVER 6 MIL. VAPOR BARRIER GRADE II _ v -I 11 1-1 1 1 111_ II—III—III III_ �� - .III=151=III—III v IIIA—III-5117 17 �— III—III—III : •—III—III= I: =1 III557 ° III7551-1 — I ' I GLEANhI I I III—I 11=1 I I- I " 'III—III=1 j I MONOLITHIC GOMPAGTED FILL n FOUNDATION N/ ® 615% 5TANDARD I O (2) #5 HORIZ. DEN5ITY MIN. CONT. ON GHAIR5 (3" MIN. GOVER) WHERE 2ND STORY OGGURS FTG. SHALL BE Il' -4" NIDE w/ (2) #5 BAR5 /77�\ rOOTI NCS SECTION A/ BLOCK DETAIL SCALE: Nis NON -LOAD BRC. HALL OARAOE INTERIOR OEE5ET EOOTI NCS NONBEARI NCS SETA I L SCALE: Nr5 3/4" REGE55 ® 5LIDIN6 OLA55 DR. SILL FORME SLOPE SILL FORMED ON 51TE3Y2" GONG. 5LAB (2500 P.5.1) N/ 6x6 j I 10/10 W.H.M. AND 6 MIL. VAPOR BARRIER EXP JOINT ;, �� °a' PER MFG. 5PEG5 EXTERIOR OUT5K N6 I$ 56D POURED 51 LLS DETAIL SCALE: NTS Ul Z •E } .0 v .. •a d. °Q , : , _I—III—I I I- I—I I I—I I I—1 =111=111-11 F GLEANS I =1 1= I'' "--MONOLITHIC, GOMPAGTED FILL 1:_O I FOUNDATION H/ ® q5% 5TANDARD (2) #5 HORIZ. DEN5ITY MIN' CONT. ON GHAIR5 WHERE 2ND STORY 0" MIN. COVER) 066UR5 FTG. SHALL BE 1'-4" NIDE w/ (2) #5 BAR5 GtRAGE GURU DETAIL : NT5 FILLED GELL5 (SEE PLAN) 4" GARAGE " TOP VIEW CORNER I GARAGE HALL 3 Y2" GONG. SLAB 411 m r 20"x8" THICKENED EDGE H/ (2) #5 CONT. THICKENED EDCSIE @ GARAGE DOOR DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 FROM FT6, TO BOND BEAM. 5PLIGE TO BE MIN. 25" GROUT CELL SOLID N GRADE R4.1 FI FOIL OR EQUAL OVER 3/4" FURR STRIPS 5)/2" GONG. 5LA13 w/ NNF OR FIBERME5H REINF. OVER 6 MIL. VAPOR BARRIER .4 4 I�I—III— ° 1-1 1-1 I 1-1 11- I' III=III .a III—III I � I—_� 11_ IIIIIII�I�Ii 1L - I III —I III AIG CHASE PVC, SLEEVE TO BE I, III_III—III- THIGE THE DIAMETER OF PROTECTED PIPE GH 5E DITA I L I ® SCALE: NTs Y2" GYP. BD. EA. 51DE OF 2x'5 ® 16" O.G. STUD PLATE TIES STUD TOP 4 BOT. (IF NOTED ON PLANS) FASTEN N/Y4"x5" LON6 TAPGON5 ® 2'-8" O.G. AND 12" MAX FROM END OF HALL (UNLESS NOTED PT. BOT. PLT. OTHERN15E ON PLANS) 4.1 °' , d v 4 4 III—III I I III d'— I I_I I I—III—III-1 _ _ ' '—I I OI I I—III—I —III III =III—_ EiIEd I I—' " 6„ g„ (2) #5 HORIZ. GONT. ON GHAIR5 (3" MIN. DOVER) WHERE 2ND STORY OGGUR5 FT6. SHALL BE I'-8" HIDE w/ (3) #5 BARS UPLIFT GONNEGFOR5 SUCH AS STUD PLATE TIES, HURRICANE GLIP5, ETG. ARE NOT REQUIRED ON HALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANGHOR5 AT BEARING NALL5 PER ABOVE, UNLE55 NOTED OTHERN15F ON PLANS NT. SER I NG WALL FOOT I NCS DETAIL 8"x8" THIGKENED SLAB H/ (1) #5 CONT. SCALE: NTS TH I GKENEl I ElGE i7ETA I L SCALE: NTS S" GMU BLOCK — PROVIDE 30"MIN. (1) #5 FROM FTG. TO — LAP 5PLIGE BOND BEAM. 5PLIGE (1) #5 VERT. IN TO BE MIN. 30" 3Y2" GONG. SLAB w/ GROUT CELL SOLID MATCH GMU HT. (SEE PLANS FOR X PER LOGATION5) VAPOR BARRIER z � NNF OR FIBERME5H z GRADE PORCH 5LAB - N 7 III • 11= BREAK FACE I II II 0 Z 1=1 ~ FOR 5LAB F Ul Z •E } .0 v .. •a d. °Q , : , _I—III—I I I- I—I I I—I I I—1 =111=111-11 F GLEANS I =1 1= I'' "--MONOLITHIC, GOMPAGTED FILL 1:_O I FOUNDATION H/ ® q5% 5TANDARD (2) #5 HORIZ. DEN5ITY MIN' CONT. ON GHAIR5 WHERE 2ND STORY 0" MIN. COVER) 066UR5 FTG. SHALL BE 1'-4" NIDE w/ (2) #5 BAR5 GtRAGE GURU DETAIL : NT5 FILLED GELL5 (SEE PLAN) 4" GARAGE " TOP VIEW CORNER I GARAGE HALL 3 Y2" GONG. SLAB 411 m r 20"x8" THICKENED EDGE H/ (2) #5 CONT. THICKENED EDCSIE @ GARAGE DOOR DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 FROM FT6, TO BOND BEAM. 5PLIGE TO BE MIN. 25" GROUT CELL SOLID N GRADE R4.1 FI FOIL OR EQUAL OVER 3/4" FURR STRIPS 5)/2" GONG. 5LA13 w/ NNF OR FIBERME5H REINF. OVER 6 MIL. VAPOR BARRIER .4 4 I�I—III— ° 1-1 1-1 I 1-1 11- I' III=III .a III—III I � I—_� 11_ IIIIIII�I�Ii 1L - I III —I III AIG CHASE PVC, SLEEVE TO BE I, III_III—III- THIGE THE DIAMETER OF PROTECTED PIPE GH 5E DITA I L I ® SCALE: NTs Y2" GYP. BD. EA. 51DE OF 2x'5 ® 16" O.G. STUD PLATE TIES STUD TOP 4 BOT. (IF NOTED ON PLANS) FASTEN N/Y4"x5" LON6 TAPGON5 ® 2'-8" O.G. AND 12" MAX FROM END OF HALL (UNLESS NOTED PT. BOT. PLT. OTHERN15E ON PLANS) 4.1 °' , d v 4 4 III—III I I III d'— I I_I I I—III—III-1 _ _ ' '—I I OI I I—III—I —III III =III—_ EiIEd I I—' " 6„ g„ (2) #5 HORIZ. GONT. ON GHAIR5 (3" MIN. DOVER) WHERE 2ND STORY OGGUR5 FT6. SHALL BE I'-8" HIDE w/ (3) #5 BARS UPLIFT GONNEGFOR5 SUCH AS STUD PLATE TIES, HURRICANE GLIP5, ETG. ARE NOT REQUIRED ON HALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANGHOR5 AT BEARING NALL5 PER ABOVE, UNLE55 NOTED OTHERN15F ON PLANS NT. SER I NG WALL FOOT I NCS DETAIL 8"x8" THIGKENED SLAB H/ (1) #5 CONT. SCALE: NTS TH I GKENEl I ElGE i7ETA I L SCALE: NTS Y2" 6YP. BD. EA. SIDEI I `TER I OR OF 2x4'5 e 16" O.G. ��� /t /� FASTEN W/Yq"x5" LONG TAPGONS '\\4 !tet`✓ ® 2'-8" O.G. AND 12" MAX FROM 2 1/4" END OF NALL (UNLESS NOTED 1 112" OTHEW15E ON PLANS) SND PLATE TIES o STUD ? PT BOT. PLT. I TOP 4 BOT. (IF NOTED ON PLANS) 444 4Ly ® 4 ° vd 4 (2) #5 HORIZ. CONT. ON 6HAIR5 _ 10" 10° (3" MIN. COVER) UPLIFT GONNEGTOR5 SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETG. ARE NOT REQUIRED ON NALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHOR5 AT BEARING NALL5 PER ABOVE, UNLESS NOTED O-FHEPN15E ON PLANS OFFSETEOOTI NG 11EARI NCS DETA I L SCALE: Nis 8" GMU BLOCK BEYOND R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER 3/4" rL FURR STRIPS MTL. THRESHOLD 3Y2" GONG. SLAB w/ NNF OR FIBERME5H SET IN SEALANT REINF. OVER 6 MIL, PORCH 5LAB VAPOR BARRIER (SEE PLAN5) d 9 4 •4. 'd 1—I I I=1 I 1=111-11' '=1 11=1 11=1 11=1 I I— III—III—I 11=1 11--' ' ''-1 11=1 11=1 11=1 I•.°� '. I I—I 11=1 I I—I I I- 111 -111-11I " 1117111=1II —III=III— I 1=111=111 GLEAN GOMPAGTED' I I—III—III_ III—III— FILL ® q5% STANDARD I I I—III=11- _ — I I I' DEN51TY AND TERMITE .III -III— IIOIII=III- TREATED I11=1II—III—III=III-1''- MONOLITHIC " III—III- I I FOUNDATION N/ 11-011 (2) #5 HORIZ. DONT. ON GHAIR5 MIN. (3" MIN. COVER) HHERE 2ND STORY OGGUR5 FTG. SHALL BE 1'-4" NIDE w/ (2) #5 BARS � ENVY BOOR �ET,�IL SCALE: NTS 6" GMU BLOGK PROVIDE 30"MIN. 8" GMU BLOCK LAP 5PLIGE R4.1 FI -FOIL OR (1) #5 VERT. IN 3Y2" GONG. SLAB w/ 6ROUI LU GELL, FULL NNF OR FIBERME5H HT. (SEE PLANS FOR REINF. OVER (9 MIL. LOGATION5) VAPOR BARRIER 6ROUf CELL SOLID 4 4 4 NNF OR FIBERME5H z II III III—III— I- 111- PORCH 5LAB - N 7 VAPOR BARRIER • 11= BREAK FACE " SHELL TO ALLON —9 — Q III FOR 5LAB 11- GRADE a ° IS SOLID -111-111 ' ° . ° 110111-1' _I I 1=I I—III DELON 5LAB DONN I I _ MONOLITHIC TO FOOTING 4 °' 4, (1) #5 DOWEL N/ 6' , C 12"x56" GONT. CONT. HOOK (SEE PLAN5 ;, "' ° �—FT6. N/ (2) #5 HORIZ. FOR LOCATION) CONT. ON GHAIR5 GONT. ON GHAIR5 (3" MIN. (3" MIN. COVER) MIN. COVER) Y2" 6YP. BD. EA. SIDEI I `TER I OR OF 2x4'5 e 16" O.G. ��� /t /� FASTEN W/Yq"x5" LONG TAPGONS '\\4 !tet`✓ ® 2'-8" O.G. AND 12" MAX FROM 2 1/4" END OF NALL (UNLESS NOTED 1 112" OTHEW15E ON PLANS) SND PLATE TIES o STUD ? PT BOT. PLT. I TOP 4 BOT. (IF NOTED ON PLANS) 444 4Ly ® 4 ° vd 4 (2) #5 HORIZ. CONT. ON 6HAIR5 _ 10" 10° (3" MIN. COVER) UPLIFT GONNEGTOR5 SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETG. ARE NOT REQUIRED ON NALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHOR5 AT BEARING NALL5 PER ABOVE, UNLESS NOTED O-FHEPN15E ON PLANS OFFSETEOOTI NG 11EARI NCS DETA I L SCALE: Nis 8" GMU BLOCK BEYOND R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER 3/4" rL FURR STRIPS MTL. THRESHOLD 3Y2" GONG. SLAB w/ NNF OR FIBERME5H SET IN SEALANT REINF. OVER 6 MIL, PORCH 5LAB VAPOR BARRIER (SEE PLAN5) d 9 4 •4. 'd 1—I I I=1 I 1=111-11' '=1 11=1 11=1 11=1 I I— III—III—I 11=1 11--' ' ''-1 11=1 11=1 11=1 I•.°� '. I I—I 11=1 I I—I I I- 111 -111-11I " 1117111=1II —III=III— I 1=111=111 GLEAN GOMPAGTED' I I—III—III_ III—III— FILL ® q5% STANDARD I I I—III=11- _ — I I I' DEN51TY AND TERMITE .III -III— IIOIII=III- TREATED I11=1II—III—III=III-1''- MONOLITHIC " III—III- I I FOUNDATION N/ 11-011 (2) #5 HORIZ. DONT. ON GHAIR5 MIN. (3" MIN. COVER) HHERE 2ND STORY OGGUR5 FTG. SHALL BE 1'-4" NIDE w/ (2) #5 BARS � ENVY BOOR �ET,�IL SCALE: NTS 6" GMU BLOGK R4.1 FI -FOIL OR EQUAL OVER 3/4" (1) #5 FROM FTG. TO FURR STRIPS BOND BEAM. 5PLIGE TO BE MIN. 30" 3Y2" GONG. 5LAB w/ 6ROUf CELL SOLID NNF OR FIBERME5H z REINF. OVER 6 MIL. PORCH 5LAB - N VAPOR BARRIER (SEE PLAN) — 4 —9 — Q III 1=III—III—III—I _ I—III—Ill—III—� ` —III -11101011 11- _`. EXP JOINT I: __ I I 1=1 I LEI 114 1 4 =1 I —1 11-1 I I—I' ' -111-111 ' ° . ° 110111-1' z 4 1=III=III=Ill=III—_ III= MONOLITHIC GLEAN t=1 I I-1 11_ FOUNDATION N/ COMPACTED FILL (2) #5 HORIZ. e q5% STANDARD 1'-O° CONT. ON GHAIR5 DEN5ITY MIN. (3" MIN. COVER) NHERE 2ND STORY OCCURS FTG. SHALL BE 1'-4" NIDE w/ (2) #5 BAR5 WALL® PORCH 5LAll DETAIL @1:1OREXT SCALE: seal: ° 7782. J'J J iI J a TATE OF , .<N h ��s1\1�O 'Aaa © copyright: MULHEHN & KULP Structural Engineering, Inc. 1 0) c i N (1) o CD c ¢ o) � � a cv � Ln U U += W*1 AZ3 +T: a� _J � CD. o c v CD a) Z)2 v� CO � N �L M&K project number: 181-16012 project mgr; S D [ drawn by: JTS issue date: 1 1 -02- 16 REVISIONS: date: initial: 08-29-17 MK 09-18-17 MK v! i� U O z 0 0 00 W z � I --I 0 Z z 0 sheet: (4)3 Y2"x0.131" 1 VALLEY SET OVERFRAMING FASTEN EACH OVERFRAMED END TO TRU55 WITH (1) 51MP5C GLIP ':OOF SHEATHING 2 Y2"x0.131" NAILS @ 6" O.G. (EDGE NAIL) 2 Y2"x0.131" NAILS © 12" O.G. MAIN ROOF 5HEATHIN6 TYP I CAL OV�RrRAM I NO CONNECTION DETAIL SCALE: N.T.S. 2x8xl2" P.T. CENTER BUGK OF OPENING Y2" DIA. J -BOLT* —� (5EE BELOW) 2X4 P.T. TOP BUGK MAIN ROOF TRU555 2X8 P.T. DUCK EACH 51DE OF OPENING PROVIDE (5)YY DIA. ]-BOLT* W/ 5Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE (012" x We," THICK WASHER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EGUALL'( SPACED APPROXIMATELY 24" O.G.) * PROVIDE Y2" DIA. x 6Y2" LONG 51MP50N TITEN HD OR APPROVED EQUAL IN PLACE OF J -BOLT IF MISSED DURING GON5TRUGTION rr�&ARAOE DOOR BUCK DETAIL K SCALE: Nis FA5TEN ROOF 5HEATHING TO FASCIA WITH 2 Y2"x0.131" NAIL5 @ 6" u� 2x FA5GIA -5EE ARCH 8" GMU BON] W/ (1) #5 GOt 8" REINF. GN -5EE PLAN F 4 HORZ. RElt PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LESS THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN 012" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 5EGTION SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (SIMPSON T55 OR SIM.) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x4 GATS © 16"o.c. FASTENED TO GABLE END TRUSS w/ (2)3"x0.131" TOENAILS. 12" MAX GABLE END VERTICAL WEB REINFORGING AS REGURIED BY TRU55 MANUF. SIMP50N HGAMIOKTA CLIP o 36"O.G. EXTERIOR 5HEATHING EDGE NAILING - 2)'2"x0.131" NAIL5 6"O.G. PROVIDE M015TURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (SIMPSON T55 OR SIM.) 8" GMU BOND BEAM— (1) EAMw(1) #5 BAR CONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 ALL LAPS IN MASONRY 25" - RUNNING BAR—, #5 CORNER BAR GROUTED CELL TYF. CORNER VERT, NALL RE I Ni ORG I NG DETAIL SCALE: NTS BY WINDOW/DOOR MANUFAGTURER NOTES: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FAGE OF WINDOW, FASTEN BUGK TO MASONRY W/ (1) ROW OF W(,"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHERS IN THIS CASE. 3, ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAILS 5TA66ERED @ 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2Y2"x0.131" NAIL5 @ 16" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFAGTURER'5 SPECS. (�D�SFR BUGK DITAILNTS DOUBLE WI NDOIN M�50NRY I� I �R D�T� I L L SCALE: NTS FASTEN 5HEATHIN6 TO 2x4—\2x4 BLOCKING w/ BLOGKING w/ 2 Y2"x0.131" % (3)3 )4"x0.131" NAILS @ 4"O.G. / TOENAILS EACH END XVAx 2'-0" MIN ROOF5HTG (4) 3Y4"x0.131" SHALL BE NAIL5CONT. 24" MIN ONTO.ROOF 2x4 BRAGE w/2x4 T-BRAGE, SPACED © 4'-O" O.G. MAX. FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" NAIL5 @ 12" O.G. - VERT WALL REINF. TO EXTEND INTO BOND BEAM t SECTION L- PROVIDE 2x4 BLOGKING 48" O.G. IN FIRST (3) BA -(5 OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM CHORDS FA5TEN DRYWALL TO BLOCKING w/ 5GREW5 /NAIL5 @ 6" O.G. q RETROFIT DETAIL SCALE: 3/41*' -0" SEE DETAIL 56 ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN f IERE FASTEN EA. ROOF TRU55 TO GMU N/ SIMPSON HT5M16 TW15T STRAP. FASTEN STRAP TO GMU w/ (4),V4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (51MP50N T55 OR SIM) 0 EACH TRU55. PROVIDE 2x FLAT BLOGKING FIT TIGHT TO ROOF TRUSSES @ EVERY OTHER BAY FA5TENED TO GMU w/ (3) Y4" DIA. x 5Y2" LONG TAPGON5. FASTEN BLOGKING TO ROOF TRU55E5 N/ (2) 3 Y4"x0.131" NAILS @ EA. END. PROVIDE SOLID 5HIM BETW'N TRU55 4 GONNEGTOR IF TRU55 LOCATED LE55 THAN 0/2" FROM GONNEGTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. (1) #5 IN seal: BOND BEAM -..,_r GONTIN. PREGA5T HEADER — — —.— — _ -- _. — — G. �Y� afYYf ffff �A, (•`•- of 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW 51LL, OR EGUIV. il 77024 _ GA5T-GRETE WINDOW 51LL, OR EGUIV. (I) #5 BAR IN PRECAST LINTEL °W ••r� '. — - I S3°f TATE 0 IF o ' (2) #5'5 VERTICAL IN GROUT FILLED °,�<�`,",°.,<,p R \9.11".. 9,1. f W-GELL. IN WALL5 GREATER THAN 30"a }TE WIDE, ONLY (1) #5 15 REOUIRED �yaasyJ�aW U copyright: MULHERN & KULP I (1) #5 VERTIGAL IN GROUT FILLED CELL structural Engineering, Inc. (IF REG'D PER PLAN) ENTIRE GOLUMN TO �- C) BE GROUT FILLED 0'.-0" — — — — —a) FIN. FL. (D o rn PROVIDE it OF DOWELS @ SLAB TO MATCH VERT. BAR5 w/ 30 MIN LAP SPLICE NOTE: ALL HOOKS AND 5PLIGE5 TO BE GONSTRUGTED AND 51ZED PER NOTES = co C1 GARAGE DOOR W VERT. RE I NORG I NG DETAIL �� as �. SCALE: NTS _ Qo D .o C, co— low AW NOTE5: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION M&K project number; 5IMP50N ET EPDXY). DETAILS FOR ADDITIONAL 181-16012 2. PROVIDE 3/4" DIA. HOLE FOR DOWEL, INFORMATION NOT SHOWN BLOW OR 6RU5H GLEAN. HERE 3. FOLLOW MANUF. IN5TALLATION project mgr. SDI IN5TRUGTION5. drawn by. J7"S EUTURF 8" GMU BLOCK issue date;5 I 1 -0 16 # VERT. BAR TO BE LOCATED PER PLAN DOUBLE WI NDOIN M�50NRY I� I �R D�T� I L L SCALE: NTS FASTEN 5HEATHIN6 TO 2x4—\2x4 BLOCKING w/ BLOGKING w/ 2 Y2"x0.131" % (3)3 )4"x0.131" NAILS @ 4"O.G. / TOENAILS EACH END XVAx 2'-0" MIN ROOF5HTG (4) 3Y4"x0.131" SHALL BE NAIL5CONT. 24" MIN ONTO.ROOF 2x4 BRAGE w/2x4 T-BRAGE, SPACED © 4'-O" O.G. MAX. FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" NAIL5 @ 12" O.G. - VERT WALL REINF. TO EXTEND INTO BOND BEAM t SECTION L- PROVIDE 2x4 BLOGKING 48" O.G. IN FIRST (3) BA -(5 OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM CHORDS FA5TEN DRYWALL TO BLOCKING w/ 5GREW5 /NAIL5 @ 6" O.G. q RETROFIT DETAIL SCALE: 3/41*' -0" SEE DETAIL 56 ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN f IERE FASTEN EA. ROOF TRU55 TO GMU N/ SIMPSON HT5M16 TW15T STRAP. FASTEN STRAP TO GMU w/ (4),V4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (51MP50N T55 OR SIM) 0 EACH TRU55. PROVIDE 2x FLAT BLOGKING FIT TIGHT TO ROOF TRUSSES @ EVERY OTHER BAY FA5TENED TO GMU w/ (3) Y4" DIA. x 5Y2" LONG TAPGON5. FASTEN BLOGKING TO ROOF TRU55E5 N/ (2) 3 Y4"x0.131" NAILS @ EA. END. PROVIDE SOLID 5HIM BETW'N TRU55 4 GONNEGTOR IF TRU55 LOCATED LE55 THAN 0/2" FROM GONNEGTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. (1) #5 IN seal: BOND BEAM a aau��au��de — — —.— — _ -- _. — — G. �Y� afYYf ffff �A, (•`•- of il 77024 _ (I) #5 BAR IN PRECAST LINTEL °W ••r� '. — - I S3°f TATE 0 IF o ' (2) #5'5 VERTICAL IN GROUT FILLED °,�<�`,",°.,<,p R \9.11".. 9,1. f W-GELL. IN WALL5 GREATER THAN 30"a }TE WIDE, ONLY (1) #5 15 REOUIRED �yaasyJ�aW U copyright: MULHERN & KULP I (1) #5 VERTIGAL IN GROUT FILLED CELL structural Engineering, Inc. (IF REG'D PER PLAN) ENTIRE GOLUMN TO �- C) BE GROUT FILLED 0'.-0" — — — — —a) FIN. FL. (D o rn PROVIDE it OF DOWELS @ SLAB TO MATCH VERT. BAR5 w/ 30 MIN LAP SPLICE NOTE: ALL HOOKS AND 5PLIGE5 TO BE GONSTRUGTED AND 51ZED PER NOTES = co C1 GARAGE DOOR W VERT. RE I NORG I NG DETAIL �� as �. SCALE: NTS _ Qo D .o C, co— low AW NOTE5: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION M&K project number; 5IMP50N ET EPDXY). DETAILS FOR ADDITIONAL 181-16012 2. PROVIDE 3/4" DIA. HOLE FOR DOWEL, INFORMATION NOT SHOWN BLOW OR 6RU5H GLEAN. HERE 3. FOLLOW MANUF. IN5TALLATION project mgr. SDI IN5TRUGTION5. drawn by. J7"S EUTURF 8" GMU BLOCK issue date;5 I 1 -0 16 # VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EX15T'G I fy- IN GROUTED GELL REVISIONS: 5LA6, EPDXY 4 DRIVE #5 DOWEL, PROVIDI= I _ date: initial; MIN. 30" LAP 5PLIG1 I O 1 08-29-17 MK w I I z — I I I 09-18-17 MK ' q. GRADE u I I—III—III—III—I 1L- - III—III—_ IIMi 11 d . �p �I—ISI—ISI—ISI-1� _o -III—III—I —1 1-711 I—I I LEI I I- 4. I. -_._11- �_ 00 rq MI551D 1:10 I RITROFIT DITAIL W SCALE: NTS®GMU STEM PDR 17ROPPEU 6RApE 0 V T (1 SEE UPLIFT GONNEGTOR r� 5GHEDULE ON PLANS FOR J GONNEGTOR 5PEGIFIGATION5 �--+ ® ROOF TRU55 PERPENDIGULAR W 2x6 CEILING BLOCKING @ 48 O.G. JTO WALL FASTEN GYPSUM GEILING TO 0 BLOCKING w/ 2)2"x0,151" NAIL5/ 8" GMU BOND BEAM DRYWALL SCREWS @ 4 O.G. AND W/ (I) #5 CONT. FA5TEN BLOGKING INTO TOP �J PLATE OF WALL w/ NY4"x3)12" 8" REINF, GMU WALL LONG TAPGON 5GREW ® 6"O.G' -5EE PLAN FOR VERT. ►� fl L4 HORZ. REINF. 5PEG5 � O VERT WALL REINF. TO Q EXTEND INTO BOND BEAM LETTERED DETAIL5 ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLANLL 5 FN TH15 HOME 4 SHALL BE IMPLEMENTED IN SPEGIEIG AND ARE ONLY REQUIRED 0_.,1-0 /ALL APPL I GABLE ,`AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED sheet: DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SLJ4*V