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4029 Night Heron Dr; 17-2478; NEW SFH
i COUNTY OF SE IMPACT FEE STATEMENT S'T'ATEMENT NUMBER: 17100006 DATE: September 20, 2017 lJ _ BUILDING APPLICATION #: 17-10000692 ��0-1�,�3 f BUILDING PERMIT NUMBER: 17-10000692 UNIT ADDRESS: NIGHT HERON DR 4029 17-20-31-502-0000-1840 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: TRACT: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPADDRESS.NT NAME; 27 N SUMMERLINMENTS AVENUELORLANDO FL 32801 ADDRESS. LAND USE: SFR DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFQRD SPECIAL NOTES: 4029ANIGHT PREHERON DR / LOT 184 SFR WYNDERVE ------------•--- ---------------------------------- FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE -------------------------------------------------------------------------------- ROADS-ARTERIALS Single Famil CO -WIDE ORD Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS Sinqle Family N/A Housing 00 1.000 dwl unit OU FIRE RESCUE N/A .00 LIBRARY Single Family CO -WIDE ORD Housin 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A .00 LAW ENFORCE N/A OU DRAINAGE N/A .00 AMOUNT DUG 5,759,00 1/ STATEMENT RECEIVED BY: � SIGNATURE: {PLEASE PRINT NAM 1 DATE: NOTE ENSUREOTRIMELYVING PAYMENTNMAYYRRESULTIINNYOURAILURE LIABILT�OORFY OWNER 'T'HE FEE, * DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT * *NOTE k* PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF' FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE RESCUE, LIBRARY AND/OR EDUCA'T'IONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WI'T'HIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVEBUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY, THEE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE; PICKED UP, OR REgUESTED, FROM THE PLAN IMPLEMENTA'T'ION 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 STREET 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. ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NO`k** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. INDEX. GENERAL NOTES: - IDEATED S.F. 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS SECOND FLOOR TOTAL AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. FLAO.1.2 SLAB PLANT' - - - PATIO/ COV. PATIO ANY DISCREPANCIES SHALL BE REPORTED TO TO . THE BUILDER FOR JUSTIFICATION AND/OR FL A-1.2 FIRST FLOOR PLANT' CORRECTION BEFORE CONTINUING WITH WORK. cc M W L H E,\ N + K U Lam.. CONTRACTORS SHALL ASSUME RESPONSIBILITY FL A4.1 SECTIONS residential structural engineering FOR ERRORS THAT ARE NOT REPORTED TO THE 181 661 20 South Maple Street, Suite 150 • Ambler, PA 19002��°°;`°°' BUILDER. FL A5.2 ELEVATIONS 'T' 2. ALL WORK SHALL BE PERFORMED IN FL A5.2.1 ROOFPLAN'T' Lim ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND W FHA/VA MPS. 2 3. ALL DIMENSIONS SHOULD BE READ OR FL E1.1 FIRST FLOOR UTILITY PLANT' CALCULATED AND NEVER SCALED. 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 0 STRUCTURE. RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANSEXAMINER DATE SANFORD BUILDINCa DIVISiOfV A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRINGS IN PLANS, TI CONSTRUCTION OR VIOLATIONS OFR THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection #' '! 2 4 l 8 REVISION LOG E REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE NGINEERINGREQUIRED REQUIRED 1. REVISION XX -XX -XX VIN YIN SQUARE FOOTAGE TABULATIONS IDEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL ° ) PORCH PATIO/ COV. PATIO ti °u . a to '7824 I cc M W L H E,\ N + K U Lam.. y f a �- residential structural engineering .,4.� � � • ,may"' .c ..'3% , AFE Cr''t.i 181 661 20 South Maple Street, Suite 150 • Ambler, PA 19002��°°;`°°' 1 ���®' .09 p215.646.8001 • mulhemkulpxom aS' <,' " °C _ `° ° , Lim Mulhem1- Kulp hasreve edthiSpl'an% shudure only and has W nol "w "'d any otI& ii ouriAii telat d to of ier disciplines. 2 0 REVISION LOG E REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE NGINEERINGREQUIRED REQUIRED 1. REVISION XX -XX -XX VIN YIN SQUARE FOOTAGE TABULATIONS IDEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE ) PORCH PATIO/ COV. PATIO TOTAL . z I cc ()0 ELEVATION'T' 1981 O 1981 402 78 181 661 .09 Lim LOT 184 CIO ISSUE DATE: 08.15.17 FOR 4� REVIEW 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 Tml U O U Uj F— W ua z cc ()0 W � O � U .09 Lim SHEET NO: FL Tml U O U 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 LOCATI - 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. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS... FOUNDATION KEYNOTE LEGEND =1 LINE OF SLAB ABOVE =2 LINE OF FRAMED WALL ABOVE I JIMMY .�r�aK' � ria+N•.s � • 7824 a KU -L -H E -R N---ICU-L P- 1C , residential structural engineering S� . `T TE OF 20 South Maple Street, Suite 150 o Ambler, PA 19002��'°•'� P �z p215.646.8001 • mulhemkulpxom °s�, �y� �, ,tA. oC?Qo:� Mulhem + Up has reviewed thI} plan 56ure oniy and has not Wewed any other inMmation related to other dis6pBnes. EM SLAB P 1 � - 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'4" AT 11" X 17" LAYOUT d- b r 0 0 L0 0 N 0 0 CD W � z 0 T 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 '__j LAST SAVED BY: a 22'-0" 22'-8" Z a O ' Q 21'-4" V-4" �i r a co T --- .......—__ = LE co J a PATIO SLAB 8, I W 0� EO W REINFORCE PER LOCAL I j = CODE AND ENGINEER'S `n I I I ° SPECIFICATIONS 0 r co r MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCEIc i ARE DIMENSIONED TO CENTER LINE. -- `\ N - cs? VERIFY UNDERSLAB CONDUIT AT KITCHEN ISLAND .............. ............................... --- ............. _.......... ....... ............ `\ 2'-1 1/2" �:, 8'-0 1/4"(""_ I j _., ... _ F ................................... .... .................... I .............. I ... ..... :. •, � � I I . ........... ...., _ 16'-4 1/2" 1'-5 3/4' — - I N T-1 1 /4" �4 1/2" T-11 1 /2" 11'-4 1 /2" WN I - F2 - C..°`1 GARAGE SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS T-4" I_ N 19'-4" r-- W L 0 I ORCH SLAB ,--ID REINFORCE PER LOCAL CODE AND ENGINEER'S fL O SPECIFICATIONS U) 20'-0" 16'-4" V-101.' SLAB TO EXTEND— PAST 8" BLOCK — __........ _ 1 1/2" -' _ r _ F1 co 6'-4" 1'-0" N 71-4" r 19'-4" 44'-8" SLAB P 1 � - 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'4" AT 11" X 17" LAYOUT d- b r 0 0 L0 0 N 0 0 CD W � z 0 T 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 '__j LAST SAVED BY: a W Z a O ' Q �i r a co T N Z Q J a SHEET N0: FL A0.1.2 N .uA�3��da93��9®nom E N's N 77821 ••o MULHERN+KULP residential structural engineering �y°•• �a.'ATE OF °q! w 20 South Maple Street, Suite 150 • Ambler, PA 19002 � <�••. ° U t p °• ��' °,'�� ���'�MO p215.646.8001 • mulhemkulpxom N � � 0" 9bp°:.°ena3 O Mulhern + Kulp has reviewed this plan for structure only and has not redewed any other infonnat on related to other disdplines, � C/3 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 �i ROOF TRUSSES PER STRUCTURAL ENGINEER LAST REVISION 1 ST FLOOR PL. HT_ 1ST FL. WDW. H_T. ®-\ GARAGE \'� \'\ KI C DINING LANAI BAST SAVE® BY: - — — .. — __._..... _____... _. _........ _......_ _..... _.......... .......... _......... � � 1ST FLOOR FIN_FLR. ::...................: ............... .....III .. . ................ .... 1 1 BUILDING SECTION T Uj 2 1/4" - 1'-o" AT 22"X34" LAYOUT 1/8"= 1'-o" AT 11" X 17" LAYOUT LL z O F— V UM SHEET NO: FL 'Am ®l W c� 0 CV r co ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE FHE 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: 1 ST 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. It ED ELEVATION KEYNOTE LEGEND E1_ 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 1 X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 I STUCCO SMOOTH SAND FINISH U.N.O. 12 �5 X12 / N 5 / ui 6" FASCIA r W C'3 0 EC r 00 -I- E22.• •.. _ _�.., .: -r _ '. .r. ,". '.•.:'' .. •. ., r. r. •-. -- -...'--...•_' � •,- ;. , - - �. r • r 1 • LEFT ELEVATIONT - 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11 " X 17" LAYOUT 12 5 cv 12 5 a F Ir r c — 1 ST FLOOR PL. HT. 1ST FL. WDW. HT. 1ST FLOOR FIN. FLR. G.xa J 1 ST FL. WDW. HT.70 _• E22 m_,. 1ST FLOOR FIN. FLR. E 4 . = �=-' - - ' � , , - • � ., . • , ��. ,. '- „ ,. ''� :, , - -t ,. .: ',.� �.� ., 'e , -- . - , ,. ra9r 77824 �'• O Z MULHERN+KULP Tom Q residential structural engineering j°,. 1"rE OF Ta 20 South Maple Street, Suite 150 • Ambler, PA 19002 y` � ) '•., R 10 6 p215.646.8001 • mulhernkulp.com "�°'r�r�3agrnaaoam Mulkin + Kulp has reviewed this plan for strudureo ly and has not reviewed airy o her Infonnatbn related to other iWplines. E22.• •.. _ _�.., .: -r _ '. .r. ,". '.•.:'' .. •. ., r. r. •-. -- -...'--...•_' � •,- ;. , - - �. r • r 1 • LEFT ELEVATIONT - 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11 " X 17" LAYOUT 12 5 cv 12 5 a F Ir r c — 1 ST FLOOR PL. HT. 1ST FL. WDW. HT. 1ST FLOOR FIN. FLR. 1 ST FLOOR PL. HT. J 1 ST FL. WDW. HT.70 _• E22 m_,. 1ST FLOOR FIN. FLR. - .,� " . = �=-' - - ' � , , - • � ., . • , ��. ,. '- „ ,. ''� :, , - -t ,. .: ',.� �.� ., , -- . - , ,. �- O Z 0 Tom Q a v+ LLI Ta J W Z 1 ST FLOOR PL. HT. J 1 ST FL. WDW. HT.70 _• E22 m_,. 1ST FLOOR FIN. FLR. - .,� " . = �=-' - - ' � , , - • � ., . • , ��. ,. '- „ ,. ''� :, , - -t ,. .: ',.� �.� ., , -- . - , ,. �- O RIGHT ELEVATION'T 4 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT FRONT ELEVATION 'T' &11 /4" = 1'-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT REAR ELEVATION'TCD ' 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"- 1'-0" AT 11" X 17" LAYOUT 12 5 1ST FLOOR PL. HT. 1ST FL. WDW. HT. A",, 8E19 SMOOTH - COACH LIGHT PER BUILDER ;T FLOOR FIN, FLR. _1ST FLOOR PL. HT. - 1 ST FL, WDW. HT. E22 1 ST" FLOOR FIN. FLR. 0-1 M w wanw� 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: SHEET N0: FL A5.2 J W L& �- O Z 0 Tom F- a v+ LLI Ta J W Z Q SHEET N0: 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 a 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 Z 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: Q ALL ROOF DRAINAGE SHALL BE PIPED TO U 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 n LOCATE GUTTER AND DOWNSPOUTS PER PRIOR TO FABRICATIONS. BUILDER. U ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM U 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' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 12641 SF 1633.92 int 11267.84 int 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 I r LAST SAVED BY; a J Uj 2 a O = a T J a LLO O% O T Cr. Z Q J iLAM SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS NOTES: L co Uj Uj PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUrr-INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED SUITABLE FOR WET OR DAMP LOCATIONS." ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE AND INSTALL.LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS, UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP. DUPLEX OUTLET }- T CEILING MOUNTED INCANDESCENT LIGHT FIXTURE � p O X wwaFi WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE Cl7 PUSHBUTTON SWITCH � //\� C/ v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) , F1 GROUND -FAULT CIRCUIT -INTERRUPTER D0 UPLEX OUTLET O S X U) co CO2 DETECTOR ,-� GAS SUPPLY WITH VALVE ® EXHAUST FAN (VENT TO EXTERIOR) 220 VOLT OUTLET / l THERMOSTAT �J U REINFORCED JUNCTION BOX O X �Is x WALL SWITCH TELEVISION cQ z o O `Z m T (3 ui WALL SCONCE 4 FOUR-WAY SWITCH TECH HUB SYSTEM DISCONNECT SWITCTI z ? U w FQ ro Q ¢ o V O 0 C W a) y F m u w - ' z° a O wm 00 LL O W Z w z t- o O o O W < (? Z Q 9 O a rc ; w O (4J X U W STANDARD ELECTRICAL BOX HEIGHTS SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS NOTES: LEGEND: • PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUrr-INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED SUITABLE FOR WET OR DAMP LOCATIONS." ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE AND INSTALL.LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS, UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP. DUPLEX OUTLET }- T CEILING MOUNTED INCANDESCENT LIGHT FIXTURE CHIMES O CEILING FAN (PROVIDE ADEQUATE SUPPORT) wwaFi WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE Cl7 PUSHBUTTON SWITCH � //\� C/ v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) , F1 GROUND -FAULT CIRCUIT -INTERRUPTER D0 UPLEX OUTLET 110V SMOKE DETECTOR so HARDWIRED AND INTERCONNECTED W/ BATTERY BACKUP RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED L,E.D. FIXTURE (VP) =VAPOR PROOF } l -SWITCHED -SWITCHED DUPLEX OUTLET co CO2 DETECTOR ,-� GAS SUPPLY WITH VALVE ® EXHAUST FAN (VENT TO EXTERIOR) 220 VOLT OUTLET / l THERMOSTAT �J U REINFORCED JUNCTION BOX EXHAUST FANLIGHT COMBINATION (VENT TO EXTERIOR) P" TELEPHONE �Is HOSE BIBB WALL SWITCH TELEVISION �w v4° WATER STUB OUT Q FLUORESCENT LIGI-fr FIXTURE ---` ELECTRIC METER t s THREE-WAY SWI ELECTRIC PANEL WALL SCONCE 4 FOUR-WAY SWITCH TECH HUB SYSTEM DISCONNECT SWITCTI FIRST FLOOR UTILITY'T'- 1/4" = V-0" AT 22"X34" LAYOUT V-0" AT 11" X 17" LAYOUT VERIFY CATION N FIELD ONE/ SION BOX PANEL/ METER 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 T_ LAST SAVED BY; L SHEET NO: FL El A • L SHEET NO: FL El A CONNECTION SPECIFICATIONS (T)"P. U.N.O.) HOLD-DOWN SCHEDULE DESCRIPTION OF BLDG, ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO J015T/BLK'6. (3) NAILS o 4" o.c. (3) NAILS o 4" o.c. STUD TO 50LE PLATE (2) TOENAILS (3) TOENAILS" TOP OR 50LE PLATE TO STUD 2) NAIL5 (3) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTHN, JOISTS TO TOP PL, (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATT~ NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE (q) NAILS IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5EGTIN6 HALL5 (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"0.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE NHERE * ARE SHORN) It ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS GONNEGTOR5. • ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PL'(NOOD SHEATHING 24/6, EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2)'2"x0.131" NAILS 0 6" O.G. 0 PANEL EDGES 4 o 12" O.G. IN FIELD (2 3/8"0.113 RING SHANK NAILS MAY BE USED IN LIEU OF 2,1/2`0.151" NAILS). PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6F5. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRUSSES N/ 2Y2"0,131 NAILS o 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGES, RIDGES, VALLEYS, 4 HIPS, PROVIDE BLOCKING ALONG PANEL EDGES 4 FASTEN N/ 2Y2"x0.131" NAILS o 4" O.G. AN END ZONE 15 DEFINED AS 10% OF THE BUILDING'S LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH END TO TRU55 DELON N/ U5P MTHI2 AND (2) 3"x0.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANGER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHER11I5E NOTED. • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 N/ 2x4 LEDGER FASTENED TO FRAMING N/(2) 3"x0.131" NAILS 0 16" O.G. �EOENP a rrtrrrrrrrrn INTERIOR BEARING NALL ® - - - BEARING HALL ABOVE ® ® - 4 — BEAM / HEADER • E — LOCATION AND EXTENT of SHEAR HALL I: :I EXTENT OF OVERFRAMING INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J t_ METAL HANGER 1K INDICATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. THIS MODEL HAS BEEN DESIGNED IN AGGORDANGE WITH THE 5th EDITION (2014) FLORIDA BU I LD I N6 GODE (SECTION 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWING GOMMUNITIE5 ONLY: 140 MPH - AXP. G WHISPERING RIDGE 5T. JAMES GR0551 N6 SHEARWATkR ESTATES WYNDHAM PRESERVE -- BRI SSON E. ANY COMMUNITY NOT L15 -FED HERE REQU I RE5 FORMAL EVALUATION 4 APPROVAL FROM MULHERN 4 KULP 5TRUG-FURAL ENGINEERING. OENERAL. STRUCTURA, NOTES • DESIGN 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • HOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN SPECIFICATION FOR HOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 P5F DEAD = I P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS) = 30 P5F o 5LEEPIN6 AREAS = 50 P5F 0 GARAGE DEAD = 10 P5F (20 P5F TOTAL o TILT=) HIND ULTIMATE HIND SPEED 4 EXP05URE AS LISTED R15K CATEGORY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARING HALLS SHALL BE 2x4 5PF#2 OR 5YP#2 0 16" U.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR HOOD STUD BEARING HALLS SHALL BE 2x4 5PF OR 5 (P 'STUD' GRADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARHALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBER5 SPACED ® 16" O.G. (MAX.). • ALL NON-BEARING INTERIOR STUD WALL5 SHALL BE GON5TRUGTED WITH 2x '5TUD' GRADE MEMBERS 5PAGED ® 24" O.G. (MAX.). SINGLE TOP PLATES ALLONED PER R602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD 4 (1)2x KING 5TUD, MINIMUM. - THE NUMBER OF 5TUD55PEGIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBER5 SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROH5 OF 3"x0.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROH5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"0.131" NAILS 0 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 3 -PLY OR MORE CONDITIONS. • REFER '10 GONNEGTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL HOOD FRAMED EXTERIOR HALL5 N/ 1/16" OSB FASTENED N/ 2Y2"x0.131" NAILS 0 6" O.G. @ ED6E5 4 12" O.G. 0 CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKING AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/DEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"x0.131" NAILS o 8" O/G OR 2 ROI^I5Y4"x3Yl" 51MP50N 51)5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTFI FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 5Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIE5 TOGETHER WITH 3 ROH5 OF)/4"x6" SIMPSON SD5 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) ® 16" OIG. USE A MINIMUM OF 4 ROH5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE, A 50LID 1"BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE SIMPSON PG4Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR WALL 5TUD5 IN CONTACT N/ GMU HALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. seal: ®aa a a n y' yy�le /tl® �a 824d KrE OF 411 9 INA� a ��®0°• 01 copyright: MULHEHN & KULP Structural Engineering, Inc. 0— O' HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION HD-1 SIMPSON HTT-4 HOLD-DOWN (N/ 551316 A.B.) ® HD -2 51MF50N M5TG66 STRAP TIE (24" END LENGTH) (M5TG66133 ALTERNATE) C: Q �EOENP a rrtrrrrrrrrn INTERIOR BEARING NALL ® - - - BEARING HALL ABOVE ® ® - 4 — BEAM / HEADER • E — LOCATION AND EXTENT of SHEAR HALL I: :I EXTENT OF OVERFRAMING INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J t_ METAL HANGER 1K INDICATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. THIS MODEL HAS BEEN DESIGNED IN AGGORDANGE WITH THE 5th EDITION (2014) FLORIDA BU I LD I N6 GODE (SECTION 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWING GOMMUNITIE5 ONLY: 140 MPH - AXP. G WHISPERING RIDGE 5T. JAMES GR0551 N6 SHEARWATkR ESTATES WYNDHAM PRESERVE -- BRI SSON E. ANY COMMUNITY NOT L15 -FED HERE REQU I RE5 FORMAL EVALUATION 4 APPROVAL FROM MULHERN 4 KULP 5TRUG-FURAL ENGINEERING. OENERAL. STRUCTURA, NOTES • DESIGN 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • HOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN SPECIFICATION FOR HOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 P5F DEAD = I P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS) = 30 P5F o 5LEEPIN6 AREAS = 50 P5F 0 GARAGE DEAD = 10 P5F (20 P5F TOTAL o TILT=) HIND ULTIMATE HIND SPEED 4 EXP05URE AS LISTED R15K CATEGORY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARING HALLS SHALL BE 2x4 5PF#2 OR 5YP#2 0 16" U.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR HOOD STUD BEARING HALLS SHALL BE 2x4 5PF OR 5 (P 'STUD' GRADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARHALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBER5 SPACED ® 16" O.G. (MAX.). • ALL NON-BEARING INTERIOR STUD WALL5 SHALL BE GON5TRUGTED WITH 2x '5TUD' GRADE MEMBERS 5PAGED ® 24" O.G. (MAX.). SINGLE TOP PLATES ALLONED PER R602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD 4 (1)2x KING 5TUD, MINIMUM. - THE NUMBER OF 5TUD55PEGIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBER5 SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROH5 OF 3"x0.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROH5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"0.131" NAILS 0 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 3 -PLY OR MORE CONDITIONS. • REFER '10 GONNEGTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL HOOD FRAMED EXTERIOR HALL5 N/ 1/16" OSB FASTENED N/ 2Y2"x0.131" NAILS 0 6" O.G. @ ED6E5 4 12" O.G. 0 CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKING AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/DEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"x0.131" NAILS o 8" O/G OR 2 ROI^I5Y4"x3Yl" 51MP50N 51)5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTFI FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 5Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIE5 TOGETHER WITH 3 ROH5 OF)/4"x6" SIMPSON SD5 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) ® 16" OIG. USE A MINIMUM OF 4 ROH5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE, A 50LID 1"BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE SIMPSON PG4Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR WALL 5TUD5 IN CONTACT N/ GMU HALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. seal: ®aa a a n y' yy�le /tl® �a 824d KrE OF 411 9 INA� a ��®0°• 01 copyright: MULHEHN & KULP Structural Engineering, Inc. 0— O' W 'L N W m o CD C: Q zILL L o a W *' O IE �E _'� _Ju ao a IE cq o U) 1 L_ O ui N N 4IF M&K project number 181-16012 project mgr: S D I drawn by: JTS issue dater 1 `[ . O 2- 16 REVISIONS: date: initial: 08-29-17 MK 09-18-17 MK sheet: "� t W 0 zILL J O CO M U O a Z U) 4, O sheet: "� t LJ� d- 1 �t- N 0 cv 1 m 0 m �r IN �r 5T LOGiG PLAN 50ALE: I1a"=I'-0" ELE1 T 1 �r 1 0 m 1 A MA50NW LINTEL PETA I L5 TERMITE PROTECTION - SENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH THE FBG 8318 AND ALL RELATED SUBGATE60RIE5. 2. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS 5HALL NOT BE OF CELLULOSE GONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR 5UBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM WALL THICKNESS of 0.010 INCH AND BE SEALED WITHIN THE 5LA13 U51N6 A NON-GORRO5IVE CLAMPING DEVIGE "TO ELIMINATE THE ANNULAR SPACE BETNEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 3. CONDENSATE LINE, IRRI6ATION/5PRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DONN5POUT5 SHALL DISCHARGE AT LEAST I FOOT (305mm) ANAP FROM THE STRUCTURE 5IDENALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOGK5. 6UTTER5 WITH DONN5PUT5 ARE REQUIRED ON ALL BUILDIN65 NIT EAVES OF LE55 THAN 6 INCHES (152rrnm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF G N RAL 5TRUGTU AL NOTES FOUNDATION • DE516N 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • FOOTING DE516111 THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F, THESE FOUNDATION DESIGNS ARE ALSO ADEOUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F SOIL 15 PRESENT, THESE FOUNDATION DESIGNS ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT W/ GONGRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORR0510N-RE515TANGE GOMPATIBILITY OF HARDWARE 4 FASTENERS IN GONTAGT W PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BA5ED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STREN6TH5 IN 28 DAYS, U.N.O.: F'G = 2,500 p51: ....... FOOTINGS 2,500 p51:....... SLAB5 ON GRADE (INTERIOR 4 EXTERIOR) Fy = 60,000 p51 ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND SLABS ON GRADE 51-IALL BEAR ON VIRGIN SOIL OR q5% GOMPAGTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF 5LAB ED6E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.G.) • MINIMUM LAP SPLICES ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. •GROUT 5HALL BE ASTM G4-16 F'6=3000 PSI w/ MAX %" AGGREGATE • CONCRETE MASONRY UNITS 5HALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TRENGTH OF Iq00 P51 (F'M = 1500 PSI). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 •ElREINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 5OLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 5OLID ON EACH SIDE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTIGAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER of THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (AS 5HONN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. REFER TO 5-0.0 FOR TYP I GAL 5TRUGTURAL NOT5 4 5GHEDULE5 seal: \ t lV 7r 1, '71324 A I - copyright : MUIHEHN & KULP Structural Engineering, Inc'.' REINFORGEMENT N MARK DE51ONATION TOP BOTTOM SHEAR REINFORGEMENT M13-1 8FS-OB/OT ----- ----- MB -2 8F8-IB/0T ----- (1) #5 W MB -3 8FI6-0/IT (1) #5 (1) #5 o M6-4 8F16-2B/IT (I) #5 (2) #5 #3 VERTIGAL TIES ® 4"o.c. w/ 180 DE6REE HOOK TSB APPROVED LINTEL MANUFAGTURER5 ARE: CAST-GRETE, QUALITY PREGAST GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTELS N/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REOURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=60 k5l 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51,ZE REOUIRED BY DE516N. TERMITE PROTECTION - SENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH THE FBG 8318 AND ALL RELATED SUBGATE60RIE5. 2. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS 5HALL NOT BE OF CELLULOSE GONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR 5UBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM WALL THICKNESS of 0.010 INCH AND BE SEALED WITHIN THE 5LA13 U51N6 A NON-GORRO5IVE CLAMPING DEVIGE "TO ELIMINATE THE ANNULAR SPACE BETNEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 3. CONDENSATE LINE, IRRI6ATION/5PRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DONN5POUT5 SHALL DISCHARGE AT LEAST I FOOT (305mm) ANAP FROM THE STRUCTURE 5IDENALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOGK5. 6UTTER5 WITH DONN5PUT5 ARE REQUIRED ON ALL BUILDIN65 NIT EAVES OF LE55 THAN 6 INCHES (152rrnm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF G N RAL 5TRUGTU AL NOTES FOUNDATION • DE516N 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • FOOTING DE516111 THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F, THESE FOUNDATION DESIGNS ARE ALSO ADEOUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F SOIL 15 PRESENT, THESE FOUNDATION DESIGNS ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT W/ GONGRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORR0510N-RE515TANGE GOMPATIBILITY OF HARDWARE 4 FASTENERS IN GONTAGT W PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BA5ED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STREN6TH5 IN 28 DAYS, U.N.O.: F'G = 2,500 p51: ....... FOOTINGS 2,500 p51:....... SLAB5 ON GRADE (INTERIOR 4 EXTERIOR) Fy = 60,000 p51 ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND SLABS ON GRADE 51-IALL BEAR ON VIRGIN SOIL OR q5% GOMPAGTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF 5LAB ED6E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.G.) • MINIMUM LAP SPLICES ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. •GROUT 5HALL BE ASTM G4-16 F'6=3000 PSI w/ MAX %" AGGREGATE • CONCRETE MASONRY UNITS 5HALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TRENGTH OF Iq00 P51 (F'M = 1500 PSI). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 •ElREINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 5OLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 5OLID ON EACH SIDE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTIGAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER of THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (AS 5HONN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. REFER TO 5-0.0 FOR TYP I GAL 5TRUGTURAL NOT5 4 5GHEDULE5 seal: \ t lV 7r 1, '71324 A I - copyright : MUIHEHN & KULP Structural Engineering, Inc'.' M&K project number: 181-16012 project mgr: S D J drawn by: JTS issue date: 11-02-16 REVISIONS: date: initial: 08-29-17 MK 09-18-17 MK U) c N N ai Q 09 c c � w z Z) LO U41 ) q W co W ami j 4 a. o � ao Wo U Cq co N 0 L6 p N ' L_ N Q IV IF M&K project number: 181-16012 project mgr: S D J drawn by: JTS issue date: 11-02-16 REVISIONS: date: initial: 08-29-17 MK 09-18-17 MK U) 'J ILL. z a00 w o U Q O Z � � a. o sheet: RIGHT HAND S" GMU BLOCK (1) 05 FROM FTG. TO BOND BEAM. 5PLIGE TO BE MIN. 30" GROUT CELL 50LID N f GRADE I11111111� x` R4.1 FI -FOIL OR R4.1 FI -FOIL OR EQUAL OVER 3/4° EQUAL OVER (1) #5 FROM FTG. TO FURR 51RIP5 BOND BEAM, 5PLIGE 3 Y2" GONG. 5LAB w/ ' '; GROUT CELL 501-I1) WWF OR FIBERME5H WWF OR FIBERME511 z REINF. OVER 6 MIL. x ;, ,. VAPOR BARRIER VAPOR BARRIER ,Q pp w � 1 I—Ill-1II—III—III- I rl° —III—_III__III- III—II—I I 1=1 I I__I 15711 I_;I I 1' EXP JOINT I .—_ _ —III—I 1=1 11=1 I I—I 11- ' ° `• 11111 ii111III II117 GLEANS I 1—III,-1 I - ` MONOLITHIC COMPACTED FILL,I FOUNDATION W/ o q5% 5TANDARD - I -O (2) #5 HORIZ. DENSITY MIN, CONT, ON GHAIR5 (3" MIN, COVER) E4rNIWHERE 2ND STORY DE GUP.S FTG. 5HALL LBE w/ (2) #5 BARS DOT ING 5ECT10N JN/ �LOGK DET, I L SCALE: NTS NON -LOAD BRC. WALL OARAOE INTERIOR %X -Z NTS 3/4" RECE55 ® SLIDING GLA55 DR. 51LL FORME SLOPE 51LL FORMED ON SITE 3Y2" GONG. 5LAB (2500 X5,1.) W/ 6x(? 10/10 W.W.M. AND 6 MIL. VAPOR BARRIER 4�_ I EXP JOINT ° alb 4°v- PER MFG. SPEG5 EXTERIOR OUT5K NO $ 56D POURED 51 LL5 DETAIL SCALE: NTS 6" GMU BLOCK (1) #5 FROM FTG. TO BOND BEAM, SPLICE TO BE MIN. 30" GROUT CELL SOLID MATCH GMU LED6E x PER 1/51)1.0 ' 7- GRADE q. 4° . q '' �IIhIIhIIhIII�.. ;�•' � °� ,I IIIIIIIIIIIII —II1=111=111=1I :a �:I—II1=111=1II- ''—I 11—I I LSI I I_ q III—I I I_I 11- '- I III—Ill—II II—III-111- ' 11-1 I ISI I I� . (•-'��1 , , I I 1-1 11 - GLEAN 1=1I1= 1'' �—MONOLITHIG GOMPAGTED FILL 11-oll FOUNDATION W/ ® q5% 5TANDARD 1 (2) #5 HORIZ. DEN5ITY MIN. I CONT, ON GHAIR5 WHERE 2ND 5TORY 0" MIN. COVER) OGGUR5 FTG. 5HALL BE 1'-4" WIDE w/ (2) #5 BAR5 2 tAR AtO1GUR1 DETAIL: NTS FILLED GELL5 (5EE PLAN) 4" GARA6E TOP YIEW @ CORNER GARAGE WALL b 3Y2" GONG. 5LAB 411 m 20'x8 THICKENED EDGE W/ (2) #5 CONT. THICKENED EDGE @ OARA(5E DOOR DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. 5PLIGE TO BE MIN. 25" GROUT CELL 501-11) N 111 ORAUEIM =III ,III; I I I VIII I— 111 < R4.1 FI -FOIL OR < : EQUAL OVER FURR 5TRIP5 x 3 Az" GONG. SLAB w/ WWF OR FIBERME5H REINF. OVER 6 MIL. TT VAPOR BARRIER —111`11°1—Ill—Ill- ' II—__III- q. qa III I=1111 III—_ A/C GHA5E PVG SLEEVE TO BE 111-111-111=11' TNIGE THE DIAMETER OF PROTECTED PIPE C DETAIL Y2" GYP. BD. EA. 51DE _ OF 2x'5 ®I6" O.G. STUD PLATE "PIES FA5 STUD TOP 4 BOT. (IF TEN W/Y4"x5" LUNG TAPGON5 NOTED ON PLAN5) o 2'-6" O.G. AND 12" MAX FROM END OF WALL (UNLE55 NOTED PT. BOT. PLT. OTHERN15E ON PLANS) 4.. 1 I-1 I I=1 I I-1 I I=1 I I �...4 �'� � •° '� a�, �' °. I 1=1 Im I rr� I I I �I I I I; I I = '—Ill—III—Ill—III- .. '' +' ' '° � . ° � • ' _ I I —III=1 I I1=1 I 1=11 `� ' III—III—III—I I —1 I I—III—III _ I-1 I I-1 I I—' " 11-- ' (2) #5 HORIZ. CONT. ON GHAIR5 (3" MIN. COVER) WHERE 2ND 5TORY OG6UR5 FTG. 5HALL BE I'-6" WIPE w/ (3) #5 BAR5 UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIE5, HURRICANE GLIP5, ETC. ARE NOT REQUIRED ON WALL5 NOT EXPOSED TO UPLIFT FORGE5 (REFER TO PLANS). PROVIDE ANGFIOR5 AT BEARING WALL5 PER ABOVE, UNLE55 No FED OTHERN15E ON PLAN5 INT. BEAR I NO �NALL FOOTING DETAIL 8"X6" THICKENED 5LAB W/ (1) #5 DONT. SCALE: NTS &T11,CKENED EDGE DETA I L __ : NTS S" GMU BLOCK (1) 05 VERT. IN GROUTED CELL, FULL HT. (5EE PLAN5 FOR LOGATIONS) ° 44 _l GRADE 4 ° —I I 1-1111 11111 (1) #5 DONEL W/ (2 HOOK (5EE PLAN5 FOR LOCATION) , 4q _ PROVIDE 30" MIN. LAP 5PLIGE 3 Y2" GONG. 5LAB w/ WWF OR FIBERME511 REINF. OVER 6 MIL. VAPOR BARRIER -III- 1- BREAK FACE 51IELL TO ALLOW FOR SLAB ROUT 50LI1) BELOW 5LA13 DOWN TO FOOTING '-12"x16" CONT. GONT. '' FT6, W/ (2) 45 FIORIZ. GONT. ON GHAIR5 0" MIN. COVER) -•--.. 1 1111, 1 1111111 - Y2" GYP. BD. EA, 51DEINTERIOR OF 2x4'5 A 16" O.G. f! /�11 P'1 � /� � FASTEN W/Y4"x5" LONG TAPGONS 17 ® 2'-0" O.G. AND 12" MAX FROM 21/411 END OF WALL (UNLE55 NOTED v) I I/211 OTHERN15E ON PLANS) W 5TUD PLATE TIES ® STUD } PT BOT. PLT. I TOP 4 BOT. (IF NOTED ON PLAN5) Q) a q 4 n?,t 4 4°q 4 (2) 05 I•IORIZ. CONT. ON GHAIR5 10" 10" 0" MIN. COVER) UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIE5, HURRICANE GLIP5, ETC. ARE NOT REQUIRED ON WALLS NOT EXPO5ED TO UPLIFT FORCES (REFER TO PLAN5), PROVIDE ANGHOR5 AT BEARING WALL5 PER ABOVE, UNLE55 NOTED OTHERN15E ON PLAN5 OrrSET TOOTING BEARING PETAL SCALE: NTS 6" GMU BLOCK BEYOND R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER FURR 5TRIP5 MTL. THRESHOLD 3 Y2" GONG. 5LAB w/ 5ET IN 5EALAN'T WWF OR FIBERME51HI REINF. OVER 6 MIL, PORCH 5LAB VAPOR BARRIER (SEI'- PLAN5) ' III—III—III—IIIAI I I M I I -1 I M 15 q�, 8 11 1—I I I—I 11=111-' '—I 11--111—I I 1=� 1 ' , ,. • .. .1 I—I 11-111=_I � I - '—I I I—I 11-1 I zah °-III—III—I I I I=111—III—IV q II—II1=111- GLEAN COMPACTED' I—III—III- III—I 1- FILL ® q5% STANDARD DENSITY AND TERMITE 11 =111-_1 I I—III=1 1I- TRFATED I I j—� 1-111—III—� 1—�'- MONOLITHIC 1111 FOUNDATION W/ _ 1'-O"(2) #5 HORIZ. CONT. ON GHAIR5 MIN. 0" MIN. COVER) WHERE 2ND STORY OGGUR5 FTG. 5HALL BE 1'-4" WIDE w/ (2) #5 BAR5 � ENTRY DDDR DET�11 L SCALE: NTS 6" GMU BLOCK �1 R4.1 FI -FOIL OR EQUAL OVER (1) #5 FROM FTG. TO FURR 5TRIP5 BOND BEAM, 5PLIGE TO BE MIN. 30" 3Y2" GONG. 5LAB w/ GROUT CELL 501-I1) WWF OR FIBERME511 z REINF. OVER 6 MIL. PORCH 5LAB - N VAPOR BARRIER (5EE PLAN) — ,Q pp w � 1 I—Ill-1II—III—III- I rl° —III—_III__III- EXP JOINT I .—_ _ —III—I III- ° III—III—III=1 I ' ' ° • , °: II I—I I M1 I- ' .111—III- =111l 1=� .... ° , `°-111-1 II' -III- III—III—III-,III- ' MONOLITHIC GLEAN 1 I—III= �- ' FOUNDATION N/ GOMPAGTED FILL(2) sheet; #5 HORIZ. 0 q5% STANDARD I'_o,: CONT. ON GHAIR5 DENSITY MIN. (3" MIN. COVER) NHERE 2ND 5TORY OGGUR5 FTG. 5HALL BE 1'-4" WIDE w/ (2) #5 BAR5 ((-1—,AEXTERIOR MLL @ PORCH SLAB DET,' IL SCALE: NT5 seal: .a�,�I'VI1a4 JI�a jt e �E 0 '7024 U o Ai' o AT E OF �. A ID la all na�� U copyright: c MULHERN & KULP Structural Engineering, Inc. 4.L CY) C JN M CD �a) m Q L �U cn E W*' 4--r CZ o E +1o, C �CR �� C c) L6 C:) N Ca M&K project number 181-16012 project mgr; S D I drawn by: JTS issue date, 1 `j .O 2- 16 REVISIONS: date: initial: 08-29-17 MK 09-18-17 MK �1 W Q 'J z LL 0 o ,Q pp w � Q � z� o a O � � z � LL a, o sheet; S� I •0 (4)3X2"x0.131" 1 VALLEY SET OVERFRAMIN6 FASTEN EACH OVERFRAMED END TO TRU55 WITH (1) 51MP5C CLIP r. r.,n.1,.,l ROOF 5FIEATI-111,46 2 Y2"x0.131" NAILS @ 6" O.G. (ED6E NAIL) 2 Y2"x0.131" NAILS @ 12" O.G. MAIN ROOF SHEATHING FASTEN ROOF 5HEATHIN0 TO FA5GIA WITH 2Yq"x0.131" NAILS @ 6" LL S u� 2x FASCIA -SEE ARCH 8" GMU BONI N/ (1) #5 COI 8" REINF. Gh -5EE PLAN r 4 HORZ, REIT TYPICAL OV RFRAMING CONNECTION DETAIL SCALE: N.T.S. 2x8xl2" P.T. CENTER BUGK OF OPENING Y2" DIA. J -BOLT* (SEE BELON) 2X4 P.T. TOP BUGK MAIN ROOF TRU555 2X8 P.T. BUGK EACH SIDE OF OPENING PROVIDE (5)X2" DIA. J -BOLT* N/ 5Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE (I) Y2" x Wb" THICK WASHER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABY. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) * PROVIDE Y2" DIA. x 6 Y2" LONG 51MP50N TITEN HD OR APPROVED EQUAL IN PLACE OF ]-BOLT IF MISSED DURIN6 CONSTRUCTION LARt �00R �UO� 11ITA I L SGALi': NTa PROVIDE SOLID SHIM BETN'N TRUSS 4 GONNEGTOR IF TRU55 LOCATED LE55 THAN 0/2" FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN I X2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. SEE UPLIFT GONNEGTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 PROVIDE MOISTURE BARRIER PLATE (SIMPSON T55 OR SIM.) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM il_FION L/4��1:_0,: 2x4 GATS @ 16"o.c. FASTENED TO GABLE END TRU55 N/ (2)3"x0.131" TOENAILS. 2" MAX GABLE END VERTICAL WEB REINFORCING AS REOURIED BY TRU55 MANUF. SIMPSON HOAMIOKTA CLIP @ 36"O.G. EXTERIOR 5HEATHIN6 EDGE NAILING - 2 Y2"x0.131" NAILS 6"O.G. PROVIDE MOISTURE -� BARRIER PLATE BELOW WOOD MEMBER5 ON GMU (51MP5ON T55 OR SIM.) J 8 GMU BOND BEAM N/ (1) #5 BAR GONT. 6" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 ALL LAPS IN MASONRY 25 - RUNNING BAR #5 CORNER BAR GROUTED GELL TYP. CORNER VERT. WALL REIN�ORGINO DETAIL SCALE': NIM BY NINDON/DOOR MANUFACTURER NOTES: I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MA50NRY N/ (1) ROW OF Wb`x4" TAPCON5 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 FASTENED N/ GUT NAILS OR EG2UIVALENT. STRUCTURAL CONNECTION OF WINDOW TO STRUGTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2X NOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3) RON5 OF 3"x0.131" NAILS STAGGERED @ 12" O.G. EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE 5AME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK N/ (2) ROV45 OF 2Y2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFAGTURER'5 SPECS. O=EO DR 11101< 1711TAIL BOND -BEAM ��—GONTIN. PREGA5T HEADER —fes 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EGtUIV. GA5T--GRETE NINDON SILL, OR EGUIV. :E POU5LE ININPOIN MA5ONRY PIER PETA I L SGALZ NTS FASTEN SHEATHING TO � BLOGKIN6 N/ 2 Y2"x0.131" NAILS @ 4"O.G. 2'-0" MIN ROOF 5HT6 SHALL BE GOVT. 24" MIN ONTO.ROOF 2x4 BRACE N/2x4 T -BRACE, SPACED @ 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' N/ 3 Y4"x0.131" NAILS © 12" O.G. -VERT WALL REINF. TO EXTEND INTO BOND BEAM S�GTION 2x4 BLOCKING N/ (3)3 Y4"x0.131 " TOENAILS EACH END x x I XX ' IXI (4) 3X4"x0.131" NAILS t— PROVIDE 2x4 BLOGKING 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM CHORDS FASTEN DRYWALL TO BLOCKING N/ 5GREN5 /NAIL5 @ 6" O.G. SEE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS — 2x6 CEILING BLOCKING @ 48O.G. FASTEN GYPSUM GDLING TO BLOGKIN6 N/ 2X2"x0.131" NAILS/ DRYWALL 5GREN6 0 4"O.G. AND FASTEN BLOCKING INTO TOP PLATE OF WALL N/ (1) Y4"0 Yl" LON6 TAPGON SGREN a 6"O.C. VERT WALL REINF. TO EXTEND INTO BOND BEAM SEE DETAIL 56 ON 5fRU( TURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHONN HERE FASTEN EA. ROOF TRUS5 TO GMU N/ SIMPSON H,r5Ml6 TN15T STRAP. FASTEN STRAP TO GMU N/ (4) Y4" DIA. x 2 X4" LONG TITEN 5GREN5 PROVIDE M015TURE BARRIER PLATE (51MP50N T55 OR SIM) EACH TRU55. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRU55E5 @ EVERY OTHER BAY FASTENED TO GMU N/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN BLOGKING "10 ROOF TRU55E5 N/ (2) 3X4"x0.131" NAILS a EA. END. 55GTION PROVIDE SOLID SHIM BETN'N TRU55 � CONNEGTOR IF TRUS5 LOCATED LESS THAN I X2" FROM GONNECTOR. NTIERE TRUSS 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. ROOF TRU55 PERPENDICULAR TO NALL 8" GMU BOND BEAM N/ (1) #5 CONT. 8" REINF. GMU NALL SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 (1) I►5 IN seal: BOND BEAM % N U24 1 _------ -- — (1) #5 BAR IN PRECAST LINTEL r, Ari ,Dr v; 4,1 z o ✓� LU I (2) #5'5 VERTICAL IN GROUT FILLED �C� IR »t [Y — CELL. IN WALL5 GREATER THAN 30 9®� A)A IL } NIDE, ONLY (1) #5 15 REQUIRED �411J J J J'J;0e CO'copyright : MULHEHN & KULP r (1) #5 VERTICAL IN GROUT FILLED CELL structural Engineering, Inc. (IF REOV PER PLAN) ENTIRE COLUMN TO C BE GROUT FILLED •` N 01-011 PROVIDE # OF DONE1_5 @ SLAB TO FIN' FL. ¢Mw MATCH VERT. BARS w/ 30" MIN °' LAP SPLICE m NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES I� +� 4. U v OARA6E DOOR 111 J `,BERT. R1 1 N1ORG I NCS DETA I L 5GAL: Nis � ao D� 7F-, � N Q NOTE5: I. UTILIZE 2 -PART EPDXY OR OTHER— EN6INEER APPROVED EGtUAL (I.E. 5 SEE'T'(P. FOUNDATION M&K project number: 51MP5ON ET EPDXY). DETAILS FOR ADDITIONAL 1 8 1" 1 60 1 2 2. PROVIDE %4" DIA. HOLE FOP. DONEL, INFORMATION NOT (5HONN BLOW OR BRU5H GLEAN. HERE 5. FOLLOW MANUF. INSTALLATION project mgr. S D I IN5TRU6nON5. drawn by: J` S FUIVRE 8" CMU BLOGK 1 1 �0 2- J 6 ,II --r- i Y � I r►5 VERT. BAR TO BE issue date: LOGATED PER PLAN DRILL 6" INTO EXI5T'6 I IN GROUTED CELL REVISIONS: SLAB, EPDXY d DRIVE I _� its DONEL, PROVIDE - date: initial: MIN. 50" LAP 5PLIGE I 1 cQ) ry 1 1 z 08-29-17 MK 09-18-17 MK _ 6RADe 1 I-1 I—I 11=1 11=1 I- =111=III''III=1 11=I—III—LIZ: =111—I 11-1 11--1 a.-1 I 1-1 117-1 11— 111— —I 11—I— ° •' 11 —I I F 1 O—_ —A 4�' " ' III -111_111 I—III—III- 111=1 I— III—I 17 I=111- =111• III, , ,111 111 ��5 M 155 �OI619 NL RSTRO� I T �ETA�11 �- `�W Nia51M. ®GMU Si>wM p�� 0 z LETTERED DETA I L5 ARE TVI GAL FOR NUMBERED DETAILS 1�RE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REQU I RED ALL APPLIGABLE AREAS. THESE WHERE 5PEG 11= I G,�LLY I ND I G�TE-D DETAILS ,ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PUNS. U) r ---I J 0 W O Q 0 sheet: