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HomeMy WebLinkAbout3812 Saltmarsh Lp 17-2371 (a)INDEX. GENERAL ■ NOTES, CS -1 COVER SHEET 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY FL 0. 1.3 SLAB PLAN'U' DISCREPANCIES SHALL BE REPORTED TO TO THE BUILDER FOR JUSTIFICATION AND/OR CORRECTION FL 1.3 FIRST FLOOR PLAN'U' BEFORE CONTINUING WITH WORK. CONTRACTORS FL 4.1 SECTIONS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO THE BUILDER. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL FL 5.3 ELEVATIONS'U' CODES, REGULATIONS, AND FHA/VA MPS. FL 5.3.1 ROOF PLAN'U' 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. FL 6.3 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. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -5TH EDITION (2014) R703.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG xCoxn Cory 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. -5TH EDITION (2014) R703.6.2 AND ASTM C 926. PER F.B.C.R. 5TH EDITION (2014) R703.6.2.1 WEEP SCREEDS SHALL BE A MINIMUM OF REVIEWED POR CODE COMPLIANCE NO. 26 GALVANIZED SHEET GAUGE CORROSION - RESISTANT WEEP SCREED OR PLASTIC WEEP PLANS EXAMINER SCREED WITH A MINIMUM VERTICAL ATTACHMENT DATE FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS SANFORD BUILDING DIVISION IN ACCORDANCE WITH ASTM C 926. THE WEEP APERMIT ISSUED SHALL BECONSTRUED TOBEA SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES LICENSE TO PROCEED WITH THE WORK AND NOT AS ABOVE THE EARTH OR 2 INCHES ABOVE PAVED SEIVIOLATE, CANCEL, HEa ASIDE ANY TECHNICAL L AREAS. THE WEATHER RESISTANT BARRIER SHALL CODES, NOR SHALL ISSUANCE of A PERMIT PREVENT LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, SHALL COVER AND TERMINATE ON THE ATTACHMENT CONSTRUCTION OR VIOLATIONS OF THIS CODE FLANGE OF THE WEEP SCREED, PER F.B.C.R. 5TH EDITION (2014) R703.6.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL COMPACTION TEST INCLUDE A WATER RESISTIVEVAPOR PERMEABLE REQUIRED BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D Results to be Verified at Slab Inspection PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R703.6.5 OR IN ACCORDANCE WITH ASTM C 926. #17-2377' SANFORD � -- , rte,.,,... . ......... rs p. N d pIIIIIiIVllllll residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 „� °•. �` <v p215.646.8001 • mulhemkulpcom ®0 MuW+Kulp IWAMO VMW M lureongand his. ' W not Wexed any other Infom tbn related to other dtsdplines. 0 T Oct ISSUE DATE: FOR c,4 REVIEW n V_ REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N TABULATIONS UNHEATED S.F. ITAL GARAGE PORCH PATIO/COVEREDPATIO TOTAL 12 421 48 75 544 LOT 18 These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2015 Ashton Woods Homes LAST REVISION LAST SAVED BY: SHEET NO: CS=1 GENERAL FOUNDATION NOTES: - IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT THE SATURATION OF SOIL ADJACENT TO BUILDING. - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. - SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TYP STOOP AT INSWING/SLIDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2014 FLORIDA RESIDENTIAL BUILDING CODE SECTION R311.3.) PROVIDE A SLIP -RESISTANT FINISH. FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - SOILS TREATMENT: BORACARE TERMITE TO BE APPLIED TO FRAMING PER PRODUCT SPECIFICATIONS. (PROVIDE CHEMICAL TREATMENT FOR PROTECTION FROM TERMITE INFESTATION ACCORDING TO THE STANDARDS OF THE NC DEPT OF AGRICULTURE.) - 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... F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE 29'-0" Y ir r1_ MULHERN+KULP' residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 3' "• d"� �� a p215.646.$001 •mulhemkulp.com X\;.'c4 O Mulhem+ s n and has nM wv wed any Id�dh! 0 6M other dlsdolnes. SLAB PLANU 11, 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT CM uj uj ..j Q Z Oct ISSUE DATE: 08.14.17 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: 04 >. T Wqr r Cl) z ZM � m � a J J a 0 Cl) SHEET NO: FL 0.1.3 21'-0" 5'-111/4" 8" 8" Lij i CV _ 7 �- T� Ow I U) - ......................................... T o PATIO SLAB �f ~ Cl) bo REINFORCE PER LOCAL CODE AND ENGINEER'S N 't SPECIFICATIONS I I I I. MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. 8'-5 3/4" 8'-0" l' r C 1 i d' N I CM (- CD r I , —------- ( t-' .............. �� I j l . I VERIFY UNDER SLAB `r AT KITCHEN ISLAND -:: LO 2'-9" [2'-1 /2" T .- 2'-0 1/4" 7 3/4" ~ T -1 I \. Cl) N T T I I i 1 I Wr i.................................� H , I t; rn- N ` WH C\1 0 PORCH SLAB o Zo W t1 O REINFORCE PER LOCAL U) CODE AND ENGINEER'S SPECIFICATIONS co co � N � I O N 00 GARAGE SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S T SPECIFICATIONS ^W a - O J F1 2'-7 1/4" 16'-4" T-10 3/4" 21'-1 1/4" 29'-0" SLAB PLANU 11, 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT CM uj uj ..j Q Z Oct ISSUE DATE: 08.14.17 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: 04 >. T Wqr r Cl) z ZM � m � a J J a 0 Cl) SHEET NO: FL 0.1.3 WALL LEG EN D FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR WITH SELF CLOSING HINGE 4 WATER HEATER ON 18" HIGH PLATFORM 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". FIRE RATED ACCESS AS NOTED. 11 HALF WALL, HEIGHT AS NOTED 12 INTERIOR SOFFITS: FFL = 8'-1" U.N.O. SFL = 7'-6" U.N.O., OPT. CASED OPENING U.N.O. 13 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED 16 1 SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV, VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS VERIFY LOCATIC IN FIELD FIRST FLOOR PLAN ELEVU 1 1/4" = V-0" AT 22"X34" LAYOUT1/8"=V-0" AT 11" X17" LAYOUT 0 F- t� ISSUE DATE: 08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 1.3 MULHERN+KULPCZ residential structural engineering daa� I �)li- w a 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulhemkulpxom� ,�•.°rc 'm �, "� O R e •�,�� K� ° O 3 Mulhem+Kulp has Ktf�p�agfprshi'reonlyandhas not mkved any other Irdormatlon related to other &#4.. V ISSUE DATE: 08.14.17 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: N '- UJ cn r Z cn 0 12 Z >M ~' V 12 5 Uj CnQ 5 � V N ROOF TRUSSES PER to STRUCTURAL ENGINEER O H w C'3 1ST FLOOR PL. HT. -------- _–� 1STFL.WDW.HT. CP M. BED D NIN SI KITCHEN FAMILY \�. GARAGE 9'-4" CLG. " CLG. 9'-4" CLG. 9'-4" CLG. _— I ............. I ............._... � l................... I............... I. Il I� , ................... I ........ ................ � � I l1--j I I I , .� ....,., . ............_� �. I ..L �.........._, _�.,.....; i.... �..... I i SHEET NO: BUILDING SECTION 1 'U' FL 4.1 3 U 1/4" = 1'-0" AT 22"X34" LAYOUT = 1'-0" AT 11" X 17" LAYOUT t— 6 FASCIA E16 z O o � la NI 6 IF 6 FRIEZE E16 Q 10" PAINTED 12 12 12 m CEMENT BOARD 5 � 5 8" E16--------------------------- 5................................................................................................ E16SOFFIT in r z + 1ST FLOOR PL. HT. cc 1 ST FL. WDW. HT. r 611 E19 SMOOTH N 171E]E]E:1M1:1F7 _1E:1z 8„ SMOOTW E16 F -V' „ SMOOTH ' , Q '� w 4 ����❑ E:]E:]E:IEI m COACH LIGHT PER BUILDER 1 10" PAINTED WOOD BOX ' F� STONE WATER TABLE COLUMN " E1 1 ST FLOOR FIN. FLR. t— w z O o � la bo Q W m C in r + FRONT ELEVATION 'U' - 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 12 12 5� N `.�5 7 LO 6" FASCIA E16 y� REAR ELEVATIONU 3 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT d- ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE 2016 FLORIDA RESIDENTIAL BUILDING CODE SECTION R312.2. NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1ST FLOOR = T-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 E1 ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO TEXTURED FINISH U.N.O. a vta€1m'U0"F �a 4e ks®c ° • � 9 �emm w•� �, s �mt C"' A., t residential structural engineering m° A-% � Cn �,',n' �• �1., .� „ erg �' 20 South Maple Street, Suite 150 • Ambler, PA 19002 0 R % p215.646.8001 • mulhemkulpxom A M"n�,a Mulhem +Kulp has reviewed ft plan for structure only and has not reviewed any other Irdormatbn related to Whor d011nes. 12 12 5 N `n � 5 CA in FASCIA E16 E16 10 _ ., , q' Q bb .QLA w. M , . ,G ... . .............. — — .. .... , , , _ LEFT ELEVATION'U' 2 1 /4" =1'-0" AT 22"X34" LAYOUT 1 /8"= 1'-0" AT 11 " X 17" LAYOUT 1 ST FLOOR PL. HT, 1ST FL. WDW. HT. 1ST FLOOR FIN. FLR. 12 N_ LO 1 E16 FASCIA , 12 5 , STONE WATER TABLE mom RIGHT ELEVATION 'Uv 4 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT —1 ST FLOOR PL, HT. 1ST FL. WDW. HT. STONE WATER TABLE E1 1ST FLOOR FIN. FLR. -70 1ST FLOOR PL. HT. KIF — 1ST FL, WDW. HT. 1 ST FLOOR FIN. FLR.__ ISSUE DATE: 08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: r SHEET N0: FL 5.3 z o � bo Q W m 1 ST FLOOR PL. HT, 1ST FL. WDW. HT. 1ST FLOOR FIN. FLR. 12 N_ LO 1 E16 FASCIA , 12 5 , STONE WATER TABLE mom RIGHT ELEVATION 'Uv 4 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT —1 ST FLOOR PL, HT. 1ST FL. WDW. HT. STONE WATER TABLE E1 1ST FLOOR FIN. FLR. -70 1ST FLOOR PL. HT. KIF — 1ST FL, WDW. HT. 1 ST FLOOR FIN. FLR.__ ISSUE DATE: 08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: r SHEET N0: FL 5.3 W 0 ISSUE DATE: 08.14.17 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: 7 SHEET N0: FL 5.3A i W J CC 0 ::) Z F_ Z5 Z U- Q _ WP/GFI AT A/C COND. A/C DISCONNEC' SERVICE PANEL/ ELECTRIC METER TELEPHONE/ TELEVISION SERVICE BOX WP NOTES: LEGEND: FIRST F- 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AFCI AS REQUIRED BY NATIONAL ELECTRICAL ( ) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS 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 PROVIDE BATTERY BACKUP. m W CEILING MOUNTED INCANDESCENT LIGHT FIXTURE CHIMES /,�\\ U v O Cl] PUSHBUTTON SWITCH H WALL MOUNTED INCANDESCENT LIGHT FIXTURE 110V SMOKE DETECTOR HARDWIRED AND INTER- so CONNECTED W/ BATTERY BACK-UP /J '/ /\\ V v 0 GF, GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET � RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF CO2 DETECTOR co HARDWIRED AND INTER - CONNECTED W/ BATTERY BACK-UP HALF -SWITCHED DUPLEX OUTLET w } m 22"� 220 VOLT OUTLET 0 EXHAUST FAN (VENT TO EXTERIOR) T THERMOSTAT �8 HOSE BIBB Q PJV - EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) O WALL SWITCH ,v TELEVISION __+ 1/4" WATER STUB OUT ELECTRIC METER 3 THREE-WAY SWITCH N W m ELECTRIC PANEL �w WALL SCONCE a FOUR-WAY SWITCH �■ DISCONNECT SWITCH TECH HUB SYSTEM 0 co �ir W Z W D X X D MLL O W J = X LL F- W _jBASE (n CABINETLL iLL CABINET S = o o Z O W O OC —j W = m V) cr F W p m Z = a U O Zo W m = 0 CC Q W F U m Q oD O Q v J U m O O io OC ^ w Er O J SWITCH AND RECEPTACLE W W Z O cc 0 0� 0W F- o� Z Q Q_j W a U O oC <~ Y U_ 0 O OC STANDARD ELECTRICAL BOX HEIGHTS WP/GFI AT A/C COND. A/C DISCONNEC' SERVICE PANEL/ ELECTRIC METER TELEPHONE/ TELEVISION SERVICE BOX WP NOTES: LEGEND: FIRST oc 0 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AFCI AS REQUIRED BY NATIONAL ELECTRICAL ( ) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS 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 PROVIDE BATTERY BACKUP. m CEILING MOUNTED INCANDESCENT LIGHT FIXTURE CHIMES /,�\\ U v O Cl] PUSHBUTTON SWITCH WP/GFI WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE 110V SMOKE DETECTOR HARDWIRED AND INTER- so CONNECTED W/ BATTERY BACK-UP /J '/ /\\ V v 0 GF, GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET � RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF CO2 DETECTOR co HARDWIRED AND INTER - CONNECTED W/ BATTERY BACK-UP HALF -SWITCHED DUPLEX OUTLET w } m 22"� 220 VOLT OUTLET 0 EXHAUST FAN (VENT TO EXTERIOR) T THERMOSTAT �8 HOSE BIBB Q PJV - EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) P" TELEPHONE WALL SWITCH ,v TELEVISION __+ 1/4" WATER STUB OUT ELECTRIC METER 3 THREE-WAY SWITCH N W m ELECTRIC PANEL WALL SCONCE a FOUR-WAY SWITCH �■ DISCONNECT SWITCH TECH HUB SYSTEM 0 co �ir W Z W D X m U M w F- 30" HIGH VANITY �! _ -r _jBASE CABINETLL CABINET = o N m SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS WP/GFI AT A/C COND. A/C DISCONNEC' SERVICE PANEL/ ELECTRIC METER TELEPHONE/ TELEVISION SERVICE BOX WP NOTES: LEGEND: FIRST FLOOR'U'_ 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AFCI AS REQUIRED BY NATIONAL ELECTRICAL ( ) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS 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 PROVIDE BATTERY BACKUP. DUPLEX OUTLET CEILING MOUNTED INCANDESCENT LIGHT FIXTURE CHIMES /,�\\ U v CEILING FAN (PROVIDE ADEQUATE SUPPORT) Cl] PUSHBUTTON SWITCH WP/GFI WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE 110V SMOKE DETECTOR HARDWIRED AND INTER- so CONNECTED W/ BATTERY BACK-UP /J '/ /\\ V v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) GF, GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET � RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF CO2 DETECTOR co HARDWIRED AND INTER - CONNECTED W/ BATTERY BACK-UP HALF -SWITCHED DUPLEX OUTLET GAS SUPPLY WITH VALVE 22"� 220 VOLT OUTLET 0 EXHAUST FAN (VENT TO EXTERIOR) T THERMOSTAT �8 HOSE BIBB REINFORCED JUNCTION BOX PJV - EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) P" TELEPHONE WALL SWITCH ,v TELEVISION __+ 1/4" WATER STUB OUT ELECTRIC METER 3 THREE-WAY SWITCH FLUORESCENT LIGHT FIXTURE ELECTRIC PANEL WALL SCONCE a FOUR-WAY SWITCH �■ DISCONNECT SWITCH TECH HUB SYSTEM UTILITY PLAN FIRST FLOOR'U'_ 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT CZ + W 0 Z ISSUE DATE: 08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 6.3 CONNECTION SPECIFICATIONS (T' F. U.N.O.) DE5GRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 304.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015T/13LK'6. (3) NAIL5 0 4" o.c. (3) NAILS 0 4" O.C. 5TUD TO 50LE PLATE 2) TOENAIL5 (3) TOENAIL5* TOP OR 50LE PLATE TO 5TUD 2 NAIL5 3 NAIL5 RIM TO TOP PLATE TOENAIL5 0 6" o.c. TOENAIL5 0 6" o.c.* BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS' (3) TOENAILS* DOUBLE STUD NAIL5 ® 24" o.c. NAIL5 ® 16" o.c. DOUBLE TOP PLATE NAIL5 o 24" o.G. NAIL5 0 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 GORNER5 4 INTER5EGTIN6 WALL5 (2) NAIL5 (2) NAILS • 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", 5AME 5PAGIN6 OR NUMBER OF NAIL5. (ONLY ACCEPTABLE WHERE * ARE SHOWN) Nindow' � Door Ultimate Nind Pre55ure5 140 MPH Nind Zone Ex o5ure G 5PEGIFIGATION CONNECTOR OPENING 51ZE INTERIOR ZONE5 END ZONE5m 5IMP50N M5TG66 STRAP TIE (24" END LENGTH) (M5TG66B3 ALTERNATE) 8' Garage Door +411 P5F/-41.3 P5F +411 P5F/-41.3 P5F Ib' Garage Door +40.1 P5F/-44.6 P5F +40.1 P5F/-44.6 P5F 10 5QFT. +48.0 P5F/-52.0 P5F +48.0 P5F/-64.2 P5F 20 5QFT. +45.8 P5F/-4q.q P5F +45.8 P5F/-5q.6 P5F 50 5QFT. +43.0 P5F/-41.1 P5F +43.0 P5F/-54.1 P5F 100 5QFT. +40.6 P5F/-44.q P5F +40.8 P5F/-4q.q P5F 500 5QFT. +35.8 P5F/-3q.8 P5F +35.8 P5F/-3q.8 P5F mEnd Zone is defined as the Smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here are ultimate pressures and are permitted to be reduced per A5GE 1-10 section 2.4.1 to get an equivalent allowable load pressure. Multiply ultimate pressures by a factor of 0.6 to obtain allowable pressures. 0 ROOF FRAMING • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 5HALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/6, EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBER5 W/ 21/2"x0.131" NAIL5 ® 6" O.G. ® PANEL E06E5 4 o 12" O.G. IN FIELD (2 3/5"x0.113 RING SHANK NAIL5 MAY BE U5ED IN LIEU OF 2 Y2"x0.131" NAIL5). PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED EDGE5. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRU55E5 W/ 2Y2"x0.131 NAIL5 a 3" O.G. • AT ALL AREAS WITHIN THE END ZONE 015TANGE FROM ROOF E06E5, RIDGES, VALLEYS, 4 HIPS, PROVIDE BLOGKIN6 ALONG PANEL EDC -;E5 $ FA5TEN W/ 2)2"x0.131" NAIL5 ® 4" O.G. AN END ZONE 15 DEFINED A5 10% OF THE BUILDIN65 LEA5T HORIZ. DIMEN51ON (I.E.: 30' WIDE = 3' END ZONE). • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FA5TEN EACH END TO TRU55 BELOW W/ U5P MTW12 AND (2) 3"x0.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. ` ROOF TRU55 SHOP DWG5. 5HALL BE SUBMITTED TO ARCH $ ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH 4 SHORT 5PAN ROOF TRU55E5 W/ 2x4 LEDGER FA5TENED TO FRAMING W/(2) 3"0.131" NAIL5 o 16" O.G. UPLIFT CONNECTORS BEARING CONDITION 5PEGIFIGATION CONNECTOR 51MP50N HTT-4 HOLD-DOWN (W/ 55TBI(9 A.B.) LTRU5 H HD -2 5IMP50N M5TG66 STRAP TIE (24" END LENGTH) (M5TG66B3 ALTERNATE) (15, 51MP50N H2.5A SINGLE ROOF TRU55 BEARING ON (2)2x10 2 2x10 5PF OR 5YP #2 W/ H4x10 3505" 5" AFP I.6E 5HORT WOOD STUD WALL/WOOD BEAM 1/2" PLYWD FLITCH PLATE 5PAN HEADER (2)2x12 2)2x12 5PF OR 5YP #2 W/ H4x10 3.5"xq.5" AFP I.6E SHORT > 15' 51MP50N HIOA ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM E = 1,600,000 psi, Fb = 1,500 psi, Fy = 115 psi, Fc -perp = 650 psi. 3. AFP I.6E 5HORT5PAN HEADER5 MAY NOT BE 5UB5TITUTED WHERE BUILT-UP 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON CMU WALL IV Z ROOF GIRDER TRU55 OR FLUSH ALL (2) 51MP50N HETA16 BEAM BEARING ON CMU WALL L. ALL BEARING POINT5 OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. HOLO -PORN SCHEDULE SYMBOL 5PEGIFIGATION HD-1 51MP50N HTT-4 HOLD-DOWN (W/ 55TBI(9 A.B.) D(D C" HD -2 5IMP50N M5TG66 STRAP TIE (24" END LENGTH) (M5TG66B3 ALTERNATE) 2)2x8 5PF OR 5YP #2 W/ 3.5"x5.5" AFP I.6E SHORT H4x6 LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • - - - - BEAM / HEADER • LOCATION AND EXTENT OF SHEAR WALL I: :I EXTENT OF OVERFRAMIN6 INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) JL METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HEAVER SUBSTITUTION SCHEDULE LABEL DE5GRIPTION LABEL DE50RIPTION (2)2x6 (2)2x6 5PF OR 5YP #2 W/ H4Xb 3.5"x5.5" AFP I.6E 5HORT D(D C" I/2" PLYWD FLITGH PLATE 5PAN HEADER (2)2x8 2)2x8 5PF OR 5YP #2 W/ 3.5"x5.5" AFP I.6E SHORT H4x6 c a`i I/2" PLYWD FLITGH PLATE 5PAN HEADER (2)2x10 2 2x10 5PF OR 5YP #2 W/ H4x10 3505" 5" AFP I.6E 5HORT 0z 1/2" PLYWD FLITCH PLATE 5PAN HEADER (2)2x12 2)2x12 5PF OR 5YP #2 W/ H4x10 3.5"xq.5" AFP I.6E SHORT 1/2" PLYWD FLITCH PLATE 5PAN HEADER I. WHERE 5PF OR 5YP #2 BUILT-UP HEADER5 ARE 5PEGIFIED ON THE PLANS, ANTHONY FOREST PRODUGT5 (AFP) I.6E 5HORT5PAN HEADER5 MAY BE 5UB5TITUTED PER THE HEADER 5UB5TITUTION 5GHEDULE ABOVE. 2. AFP 1.6E 5HORT5PAN HEADER5 HAVE THE FOLLOWIN6 MINIMUM PROPERTIES: E = 1,600,000 psi, Fb = 1,500 psi, Fy = 115 psi, Fc -perp = 650 psi. 3. AFP I.6E 5HORT5PAN HEADER5 MAY NOT BE 5UB5TITUTED WHERE BUILT-UP LVL HEADER5 ARE 5PEGIFIED ON THE PLANS. 4. REFER TO THE 5TANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTE5 ON 5HEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE 5th EDITION (2014) FLORIDA BUILDING CODE (SECTION I60G) LATERAL DESIGN REQUIREMENTS FOR THE FOLLOWIN6 COMMUNITIES ONLY: 140 MPH -EXP. G WHISPERING RIDGE 5T. JAMES GROSSING SHEARWATER ESTATES WYNDHAM PRESERVE - BR1550N E. ANY COMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION &APPROVAL FROM MULHERN � KULP STRUCTURAL ENGINEERING. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE.. • WOOD FRAME ENGINEERING 15 BA5ED ON N05, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATE5T EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5) = 30 P5F @ 5LEEPIN6 AREA5 = 50 P5F ® 6ARA6E DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND 5PEED 4 EXP05URE A5 L15TED R15K GATE60RY II GENERAL FRAM I N6 • EXTERIOR WOOD 5TUD BEARING WALL5 5HALL BE 2x4 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 5HALL BE 2x4 5PF OR 5YP '5TUD' GRADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 5HALL BE GON5TRUGTE0 WITH 2x '5TUD' GRADE MEMBERS 5PAGED ® 16" O.G. (MAX). • ALL NON-BEARING INTERIOR 5TUD WALL5 5HALL BE GON5TRUGTED WITH 2x '5TUD' GRADE MEMBER5 5PAGED ® 24" O.G. (MAX). 51N6LE TOP PLATE5 ALLOWED PER 8602.2.2.1. • ALL HEADER5 5HALL BE 5UPPORTED BY (1)2x JACK 5TUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TU05 5PEGIFIED AT A 5UPPORT INDIGATE5 THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAM5 $ OTHER 5TRUGTURAL MEMBER5 5HALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAM5 $ HEADER5 W/ 3-ROW5 OF 3"x0.131" NAIL5 ® 12" O.G. 5TA6GERED. APPLY NAILING FROM BOTH FAGE5 0 3 -PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAIL5 FOR 2x6 4 2x8 MEMBER5. • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAIL5 ® 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 3 -PLY OR MORE GONDITION5. ` REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.D. ON PLANS). • 5HEATH ALL WOOD FRAMED EXTERIOR WALL5 W/ 1/16" 05B FA5TENED W/ 2Y2"x0.131" NAIL5 ® 6" O.G. @ ED6E5 4 12" D.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UN5UPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID 13LOGKIN6 IN FLOOR 5Y5TEM UNDER ALL P05T5 GONTIN0005 TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi • LVL- Fb=2600 psi; Fv=285 p51; E=2.Ox10A6 Pr I • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FA5TEN PLIES TOGETHER WITH 3 ROW5 OF 3"0.131" NAIL5 ® 8" OIG OR 2 ROW5Y4"x3Y2" 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" O/G. U5E A MINIMUM OF 3 ROWS FOR BEAM DEPTH5 OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3 -PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREW5 2" FROM ED6E. 50LID 3Y2" OR 54" BEAMS ARE ACCEPTABLE. U5E 2 ROWS OF NAIL5 FOR 2x6 $ 2x8 MEMBER5. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF Y4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) ® 16" O/G. U5E A MINIMUM OF 4 ROW5 FOR BEAM DEPTH5 OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 501-10"1" BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 WOOD P05T5 5HALL HAVE 51MP50N PG4Z/EPG4Z GAP $ ABU44Z BASE, U.N.O. • ALL INTERIOR WALL 5TUD5 IN CONTACT W/ GMU WALL5 5HALL BE PRE5ERVATIVE TREATED AND FA5TENED WI Y4" DIA. X 4" LONG TAPGON5 ® 24" O.G. seal: ,os%H s, G. dw"i, d L: C) © copyright : MULHERN & KULP Structural Engineering, Inc. MW project number: 181-1701 1 project mgr, S D I drawn by: M J S issuedate: 06-22-17 REVISIONS: date: initial: 09-25-17 MK C W O CL 0 E D(D C" E Q rn a c a`i C:03 . � z �o 0z w4� Ca CD J (Dy N m N a IV IV MW project number: 181-1701 1 project mgr, S D I drawn by: M J S issuedate: 06-22-17 REVISIONS: date: initial: 09-25-17 MK C W O sheet: S000 W H 0z J 'Q � Z J L. � IN z � � a O sheet: S000 N 16" xlb"x8" — THICKENED 8'-01101 21'-0" —( I 501.0 501.0 17- = I PORCH 5LAB: N I 3 Y2" GONG. 5LAB ON GRADE I a� (2500 P51 MIN.) w/ 6x6-WI.4xN A MESH OR FIBER MESH ON a5% 1 GOMPAGTED FILL OR VIRGIN SOIL. 71.0 I 8 501.0 I ( I F � GONGRETE 5LAB: 3 Y2" GONG. SLAB ON GRADE (2500 P51 MIN.) W 6x6-W1.4xW1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON a5% GOMPAGTED FILL OR VIRGIN 501L. d- I SEE BLOGK PLAN FOR VERTIGAL BAR o I LOGATION5 o I I r I I I I I I I I I I 8'-g I/2" 20'-2 1/2" I Fr I I I I 5 I SDI.o PORGH 5LAB- 5 Y2" GONG. SLAB ON GRADE N I GARAGE SLAB: (2500 PSI MIN) w/ 6x6-W1.4xW1.4 I I 3)12" GONG. SLAB ON GRADE' MESH OR FIBER MESH ON 15% o (2500 P51 MIN.) w/ 6x6-WI.4xNI.4 GOMPAGTED FILL OR VIRGIN SOIL. I =, I MESH OR FIBER MESH OVER 6 1 I MIL. POLY ON a5% GOMPAGTED V — — — — I FILL OR VIRGIN 501L. 16" Ab" x8" THICKENED DI.O I N SLAB S LU 2 <r 501.0 6 16'-0" 5Df.0 2'-4" 2q'-0" TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH THE FBG R318 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-6RADE FLOORS SHALL NOT BE OF GELLUL05E GONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB U51N6 A NON-GORRO51VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 3. CONDENSATE LINE, IRRIGATION/5PRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL D15GHAR67E AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. 6UTTER5 WITH DOWN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVES OF LE55 THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF WOMEW SLAB �OUNDATION PLAN 5GALE: I/4"= I'-0" ELEV. 5, T, 4 U GPNERAL 5TRUGTURAL NOTES FOUNDATION • DESIGN 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING GODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANGE GOMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT W PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTIN65 2,500 psi:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LA65 ON GRADE SHALL BEAR ON VIR61N 501L OR C15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF 5LAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" D.G) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX s/8" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE5161N BASED ON AGI 530/530.1 •4 REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED 1N THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" D.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal: REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SGHEDULES UJ 0 W sheet: RIGHT HAND S100 4t 4T � 4 ©copynitt MUI�; d KkA� StructuralRN,Engineering, Inc, aCD �a o Q CY) C a c z LJJ+� a uiCD C � m W� N N C M&K project number: 181-17011 project mgr: S D I drawn by mis issue date: 0 6-2 2- 17 REVISIONS: date: initial: 09-25-17 MK REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SGHEDULES UJ 0 W sheet: RIGHT HAND S100 O II 1 1'-0" q1-011 START 8'-4" 12'-8" l I MB -1 IMf3_1 C -11 22'-8" MB -I 2q'-0" r - 0, 0 O 5T 16'-0 "X7'-0" 6ARA6E DOOR F. 2'-4" 3'-8" 8'-4" 11111W 27'-0" 10'-4" 2q'-0" MASONRY LINTEL ASSEMBLIES 5EE 5GHEDULE AND 5PEGIFIGAT►ON5 FOR ADD'L INFO GROUT PRECAST LINTEL GROUT BOTTOM REINF. PREGAST LINTEL W w/ EMBEDDED REIN. � I I EMBEDDED REIN. MB -1 MB -2 M13-1 8F8-OB/OT ----- ----- TOP REINF. TOP REINF. ----- (1) #5 VERTICAL ;t GROUT SHEAR TIES MB -4 >' GROUT (2) #5 #3 VERTIGAL TIES ® 4"o.c. w/ 180 DEGREE HOOK T413 ° ,R BOTTOM REIN. 4 ®e BOTTOM REIN. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM 5EARIN6 U.N.O. PRECAST LINTEL W EMBEDDED REIN. PREGAST LINTEL W I I EMBEDDED REIN.. 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. � � W ` y 2m • THIS A55EM13LY REQ. MB -3/ MB -3A ENT MB -4/ MB -4A Es � I ELhI. MBA& LINTELS: LINTELS DESIGNATED WITH AN MB -38/48 SHAI-L BE CONSTRUCTED THE SAME A5 MB -3/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM I'-4" TO I'-2" BY FIEF GUTTING THE TOP OF THE PRECAST LINTEL DOWN 2". ALL OTHER 5PEGIFIGATIONS SHALL REMAIN THE SAME. BOND BEAM REIN SHALL RUN CONT THRU TOP LINTEL COURSE. L5 MASONRY LINTEL METALS seal: REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 8F8-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 M13-3 81`I6-I13/IT (1) #5 (1) #5 MB -4 8F16 -215/1T (I) #5 (2) #5 #3 VERTIGAL TIES ® 4"o.c. w/ 180 DEGREE HOOK T413 APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM 5EARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. TERMITE PROTEGTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTEGTION 5HALL BE IN AGGORDANGE WITH THE FBG R318 AND ALL RELATED 5UBGATE60RIE5. 2. PROTEGTIVE 5LEEVE5 AROUND PIPING PENETRATING GONGRETE 5LAB-ON-61RADE FLOOR5 5HALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF 501L TREATMENT 15 U5ED FOR SUBTERRANEAN TERMITE PROTEGTION, THE 5LEEVE 5HALL HAVE MAXIMUM HALL THIGKNE55 OF 0.010 INCH AND BE 5EALED WITHIN THE 5LAB U51N6 A NON-GORRO5IVE GLAMPIN6 DEVIGE TO ELIMINATE THE ANNULAR 5PAGE BETHEEN THE PIPE AND THE 5LEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN51DE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRIGATION/5PRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOHN5POUT5 5HALL 015GHARGE AT LEA5T I FOOT (305mm) AHAY FROM THE 5TRUGTURE 51DEHALL, HHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOGK5. 6UTTER5 WITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVE5 OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJEGTION EXGEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GFNERAL 5TRUGTURAL NOTE5 FOUNDATION • DE516N 15 BA5ED ON 5th EDITION (2014) FLORIDA BUILDING GODS. • FOOTING DESIGN - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOHABLE 501L BEARING GAPAGITY OF 1,500 P5F. THE5E FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOHABLE 501L BEARING GAPAGITIE5 6REATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO HEATHER OR IN GONTAGT H/ GONGRETE OR MA5ONRY FOUNDATION 5HALL BE PRESERVATIVE TREATED 5OUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDHARE $ FA5TENER5 IN GONTAGT w/ PRE5ERVATIVE-TREATED HOOD. GONTAGT LUMBER $ HARDHARE 5UPPLIER5 TO GOORD. • GONGRETE DESIGN BA5ED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM GoMPRE551VE 5TREN6TH5 IN 28 DAY5, U.N.O.. f'G = 2,500 p51: ....... FOOTIN65 2,500 p51:....... 5LAB5 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXP05ED TO THE HEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEA5T 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON GRADE 5HALL BEAR ON VIRGIN 501L OR 615% GOMPAGTED FILL • PROVIDE GONTROL JOINT5 AT ALL INSIDE GORNER5 OF SLAB E06E5, AND OTHER LOGATION5 WHERE 5LAB GRAGK5 ARE LIKELY TO DEVELOP. (20'-0" O.G.) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 5HALL BE 48 BAR DIA. • HOOK5 5HALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT 5HALL BE A5TM G416 PG=3000 P51 w/ MAX 3/8" A66RE6ATE • GONGRETE MA50NRY UNITS 5HALL BE A5TM GqO WITH A MINIMUM COMPRE551VE 5TRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 • REINFORGED GMU GORES (AS INDICATED ON PLAN) 5HALL BE REINFORGED w/ (1) #5 BAR VERTIGAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP HALL AND 5HALL ALIGN HITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE GONTINUOU5 FULL LENGTH OF HALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL HALL GORNER5. • VERTIGAL REINFORCEMENT 5HALL BE HELD IN PLAGE AT THE TOP AND BOTTOM, 5HALL BE LOGATED IN THE GENTER OF THE MA50NRY GELL, AND 5HALL BE LOGATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALLS. (A5 5HOHN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES I$ SCHEDULES W 0 W seal: C �z AILf'a © copyright ; MULHERN & KULP Structural Engineering, Inc, J N o 4) c a L Za C W ` y 2m • J� D W y L0 N N N G M&K project number: 1 81-1701 1 project mgr: S D I drawn by: m i s issue date: 06-22-17 REVISIONS: date: initial: 09-25-17 MK REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES I$ SCHEDULES W 0 W sheet: RIGHT HAND 52.0 Z �z LL 0� � o sheet: RIGHT HAND 52.0 0 II I� i III II i I -LL seal: n < %S rte ,per (L . dye a°®® J,_. �1 © copyright X09 : A6I!IVEAN2& qty'` Rl9L� Structural Engineering, Inc. a� c J( �4) C c Q a o= LL � dP" Z NN 0 W Q U) a� � E � d c m D� ao rn N cin - N 4 M&K project number: 181-17011 project mgr: S D I drawn by: MJS issue date: 06.2 2- `[ 7 REVISIONS: date: initial: 09-25-17 MK 5GALE: 1/4"= I'-0" ELEY. 5 4 U REFER TO 5-0.0 FOR TYP I GAL 5TRUGTURAL NOTE5 I$ SGNEDULES Cz w =WJ 2 0 (nz (L c� z d o= LL z LL LL 0 0 Q 0 0 1 1 sheet: RIGHT HAND S3.0 8" CMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. 5PLIGE TO BE MIN. 30" GROUT CELL 50LID Q z GRADE o I u O =111: 8" GMU BLOCK — R4.1 FI -FOIL OR (1) #5 FROM FTG. TO - EQUAL OVER 3/4" BOND BEAM. SPLICE FURR STRIPS TO BE MIN. 30" GROUT CELL 50LID 3Y2" GONG. SLAB W WWF OR FIBERME5H REINF. OVER b MIL. VAPOR BARRIER MATCH GMU ..° PER d.'. ° x �' a -I �I—I � I—III—III I —� �, I—III—III—III—I 1- - _6RADE _ ed < �I—ISI—ISI—I�1—i� O 'III—__I —III—I I—I I I -I 11 GLEAN--' i I I—III•-111 �— MONOLITHIC COMPACTED IFOUNDATION PV ® q5% STANDARD I'-O�� (2) #5 HORIZ. DENSITY MIN. GONT. ON CHAIRS 0" MIN. COVER) WHERE 2ND STORY OGGUR5 FTG. SHALL BE 1'-4" WIDE w/ (2) #5 BARS FOOTING SECTION W/ BLOCK _DETAIL } WALE: NTS NON -LOAD BRC. WALL 6ARA6E INTERIOR OFFSET FOOTING NONBEARING DETAIL WAW: NTS 3/4" RECESS ® 5LIDIN6 6LA55 DR. SILL FORME SLOPE SILL FORMED ON SITE 3Y2" GONG. 5LAB UR 6" CMU BLOCK MIN. LAP SPLICE (2500 P.5.1) W/ bxb LU 3Y2" GONG. SLAB W/ 10/10 W.W.M. AND 6 MIL. GROUTED CELL, FULL MF OR FIBERME5H 8" GMU BLOCK I VAPOR BARRIER m h'v LOCATIONS) VAPOR BARRIER (1) #5 FROM FT6. TO R4.1 FI -FOIL OR A d J ° ° EQUAL OVER a/a"TO 4 .v FURR 5TRIP5 EXP JOINT q, °. °9� " .e 4' G. 5P G EXTERIOR OUTSAI NG $ 5617 POURED 51 LLS DETAIL W92: NTS I III 1=1 11=1 11=1 1I - GLEAN 1 I I =III=III MONOLITHIC COMPACTED FILL 1'-O" FOUNDATION W/ ® q5% STANDARD(2) #5 HORIZ. DENSITY MIN. CONT. ON GHAIRS WHERE 2ND STORY 0' MIN. COVER) OCCURS FTG. SHALL BE I'-4" WIDE w/ (2) #5 BARS 2 6ARA6E CURB DETAIL WALE: NTS FILLED CELLS F 7 GARAGE WALL 3Y211 GONG. SLAB 4" m 4. e d ° ;41 20"x8" THICKENED E06E W/ (2) #5 CONT. THICKE %ALA: NTS EDGE ® &ARAGE DOOR DETAIL Y2" GYP. BD. EA. 51M OF 2x'5 ® 16" O.G. 5TUD PLATE TIES A STUD TOP t BOT. (IF NOTED ON PLANS) FASTEN W/Y4"x5" LONG TAPCONS ® 2'-8" O.G. AND 12" MAX FROM END OF WALL (UNLESS NOTED PT, BOT. PLT. OTHERWI5E ON PLANS) e ° 4 e' • e ll EI _1111 1 I I_I I I_W111 —, IIIIIIIIIIIIIIIIIIIIIII �d I111111I 11111111111111' It 8° \—(2) #5 HORIZ. CONT. ON CHAIRS (3" MIN. GOVER) WHERE 2ND STORY OCCURS FT6. SHALL BE 1'-6" WIDE W/ (3) #5 BARS UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE 6LIP5, ETC. ARE NOT REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALL5 PER ABOVE, UNLE55 NOTED OTHERWI5E ON PLANS 1 INT. BEARING AALL FOOT) NG DETA I L 8"x8" THICKENED 5LA13 W/ (1) #5 CONT. SGALe: NTS .� THICKENED EDGE DETAIL SGaLes NTS 10 sc)L GHSI DETAIL L errs Okl*Ell GRAIIE OETA I L scAL.e: NTS seal: G �E ✓ • zz �y ua- i� • trU� mie INTERIOR Y2 GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. OW'1401' 04 R i ✓�� G,4R,�G FASTEN W/ Y4"x5" LONG TAPGON5 �° ° • • .. ° • •c° p.,®® ® 2'-8" O.G. AND 12" MAX FROM ee;,j'®NA IEA " 2 1/4 END OF WALL (UNLESS NOTED � 1 1/211 OTHERWISE ON PLANS) c copyright: MULHERN & KULP � LY STUD PLATE TIES ® STUD Structural Engineering, Inc. } PT BOT. PLT. I TOP t BOT. (IF NOTED ON PLANS) a rn C 4 0 < e 4 yi c a`i (2) #5 HORIZ. I '� CONT. ON CHAIRS 10" 10" r— ? �_ 0" MIN. COVER) 7v WZ �3 UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE .J c c ANGHORS AT BEARING W4LL5 PER ABOVE, UNLE55 NOTED OTHEM15E ON PLANS � a G=O�FFBET 1=00TING BARING 1ETAi. a: s NTS M&K project number: 181-17011 8" GMU BLOCK BEYOND R4.1 FI -FOIL OR project mgr: S D I EXTERIOR DOOR EQUAL OVER 3/4" drawn by: M i S FURR STRIPS issuedate: 06-22-17 MTL. THRESHOLD 3 Y2" GONG. SLAB w/ WWF OR FIBERME5H SET IN SEALANT REVISIONS: REINF. OVER 6 MIL. PORCH 5LAB VAPOR BARRIER date: initial: (SEE PLANS) 09-25-17 MK e _ _ _ '=1 I I --I 11--I 11711 I a I I I— — — — 1I I III—III—I I I I—I � I—I 11=1 I I—III °` 1 I 1=1 11—I I ' I=1 11-1 I I—I I q.• I I—III—III- GLEAN COMPACTED' I I—III—III III—III FILL ® 15% STANDARD DENSITY AND TERMITE 11 JEE1 I I—I I I—I I I -I 1 I I I I i ,_ MONOLITHIC TREATED 111 I I I I 1 11-) I I I I- FOUNDATION W/ 11-0111 � (2) #5 HORIZ. CONT. ON CHAIRS MIN. 1 (3" MIN. COVER) CM WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-4" WIDE W/ (2) #5 BARS L1J 8 ENTRY DOOR O�T,� I L � ° scale: NT5 1- W 8" GMU BLOCK R4.1 FI -FOIL OR EQUAL OVER 3j4"co (1) #5 FROM FTG. TO FURR STRIPS BOND BEAM. 5PLIGE TO BE MIN. 30" 3Yz" GONG. SLAB W/ �+ GROUT CELL 50LID WWF OR FIBERME5H REINFPORCH SLAB - VAPO OVER I MIL. w VAPOR BARRIER (SEE PLAN) - i _ T EXP JOINT i III °. I I I-1 I—I 11 11—I I=1 I I=I' —III=111-111 MONOLITHIC {� J GLEAN 1111 i III I I1 I I I III ,III- FOUNDATION PV L tel, L., COMPACTED FILLIs0�� (2) #5 HORIZ. I-�••I ® q5%STANDARD ' CONT. ON CHAIRS DENSITY MIN. (3" MIN. COVER) �L•, O 0 WHERE 2ND STORY z OCCURS FT6. SHALL BE �•✓ 1'-4" WIDE W✓ (2) #5 BARS 0 41 x XT RIOR INAL L ® PORCH 5LA11 DETAIL LL 0 12 sheet: SD1*0 PROVIDE 30" 6" CMU BLOCK MIN. LAP SPLICE (1) #5 VERT. IN 3Y2" GONG. SLAB W/ GROUTED CELL, FULL MF OR FIBERME5H 8" GMU BLOCK HT. (SEE PLANS FOR REINF. OVER 6 MIL. LOCATIONS) VAPOR BARRIER (1) #5 FROM FT6. TO R4.1 FI -FOIL OR A BOND BEAM. SPLICE EQUAL OVER a/a"TO BE MIN. 25" FURR 5TRIP5 GROUT CELL 50LID 3Yz" GONG. SLAB w/ WWF OR FIBERME514 REINF. OVER 6 MIL. 'Z BREAK FACE VAPOR BARRIER N SHELL TO ALLOW - FOR SLAB ° `� d " • d• —I I—III—II- �i?�_ e' ° ° I I—III—III—I I1' GRADE _ _ 1—i14 III=1 I I=I I IE I I-- ROUT 50LID z I I—III I—III—_ __= i I 1—III—III BELOW SLAB DOWN 'III—I I MI I i III— TO FOOTING (U #5 DOWEL w/ 6" 4 12"xIb" DONT. CONT. A/C CHASE PVC, HOOK (SEE PLANS °' a FT6. W/ (2) #5 HORIZ. - 1=1 I 1111 l I I I- SLEEVE TO BE FOR LOGATLOCATION)CONT. ON CHAIRS (3" -1 1511 11=111=111-1=1 I 1=- TWIGE THE MIN. COVER) , ,, DIAMETER OF PROTECTED PIPE 10 sc)L GHSI DETAIL L errs Okl*Ell GRAIIE OETA I L scAL.e: NTS seal: G �E ✓ • zz �y ua- i� • trU� mie INTERIOR Y2 GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. OW'1401' 04 R i ✓�� G,4R,�G FASTEN W/ Y4"x5" LONG TAPGON5 �° ° • • .. ° • •c° p.,®® ® 2'-8" O.G. AND 12" MAX FROM ee;,j'®NA IEA " 2 1/4 END OF WALL (UNLESS NOTED � 1 1/211 OTHERWISE ON PLANS) c copyright: MULHERN & KULP � LY STUD PLATE TIES ® STUD Structural Engineering, Inc. } PT BOT. PLT. I TOP t BOT. (IF NOTED ON PLANS) a rn C 4 0 < e 4 yi c a`i (2) #5 HORIZ. I '� CONT. ON CHAIRS 10" 10" r— ? �_ 0" MIN. COVER) 7v WZ �3 UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE .J c c ANGHORS AT BEARING W4LL5 PER ABOVE, UNLE55 NOTED OTHEM15E ON PLANS � a G=O�FFBET 1=00TING BARING 1ETAi. a: s NTS M&K project number: 181-17011 8" GMU BLOCK BEYOND R4.1 FI -FOIL OR project mgr: S D I EXTERIOR DOOR EQUAL OVER 3/4" drawn by: M i S FURR STRIPS issuedate: 06-22-17 MTL. THRESHOLD 3 Y2" GONG. SLAB w/ WWF OR FIBERME5H SET IN SEALANT REVISIONS: REINF. OVER 6 MIL. PORCH 5LAB VAPOR BARRIER date: initial: (SEE PLANS) 09-25-17 MK e _ _ _ '=1 I I --I 11--I 11711 I a I I I— — — — 1I I III—III—I I I I—I � I—I 11=1 I I—III °` 1 I 1=1 11—I I ' I=1 11-1 I I—I I q.• I I—III—III- GLEAN COMPACTED' I I—III—III III—III FILL ® 15% STANDARD DENSITY AND TERMITE 11 JEE1 I I—I I I—I I I -I 1 I I I I i ,_ MONOLITHIC TREATED 111 I I I I 1 11-) I I I I- FOUNDATION W/ 11-0111 � (2) #5 HORIZ. CONT. ON CHAIRS MIN. 1 (3" MIN. COVER) CM WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-4" WIDE W/ (2) #5 BARS L1J 8 ENTRY DOOR O�T,� I L � ° scale: NT5 1- W 8" GMU BLOCK R4.1 FI -FOIL OR EQUAL OVER 3j4"co (1) #5 FROM FTG. TO FURR STRIPS BOND BEAM. 5PLIGE TO BE MIN. 30" 3Yz" GONG. SLAB W/ �+ GROUT CELL 50LID WWF OR FIBERME5H REINFPORCH SLAB - VAPO OVER I MIL. w VAPOR BARRIER (SEE PLAN) - i _ T EXP JOINT i III °. I I I-1 I—I 11 11—I I=1 I I=I' —III=111-111 MONOLITHIC {� J GLEAN 1111 i III I I1 I I I III ,III- FOUNDATION PV L tel, L., COMPACTED FILLIs0�� (2) #5 HORIZ. I-�••I ® q5%STANDARD ' CONT. ON CHAIRS DENSITY MIN. (3" MIN. COVER) �L•, O 0 WHERE 2ND STORY z OCCURS FT6. SHALL BE �•✓ 1'-4" WIDE W✓ (2) #5 BARS 0 41 x XT RIOR INAL L ® PORCH 5LA11 DETAIL LL 0 12 sheet: SD1*0 (4)3 Yz'x0.131" I VALLEY SET OVERFRAMIN6 FASTEN EACH OVERFRAMED END TO TRU55 WITH (1) 51MP56 CLIP ":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 GAL O,ERI RAMINCS CONNECTION DETAIL L ALL LAPS IN MA50NRY 25" -RUNNING BAR—, MAIN ROOF TRU555 L #5 CORNER BAR GROUTED CELL T1'P. CORNER ,ERT. WALL e; REIWORCING DETAIL � SCALE: N.T.S. 2x8x12" P.T. CL OF OPENING CENTER BUCK 0 © copyright: MULHERN & KULP 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED CA5T-GRETE WINDOW 51LL, OR EQUIV. Y2" DIA. J -BOLT* (SEE BELOW) 2X4 P.T. TOP BUCK rn m 2X8 P.T. BUCK EACH 51DE OF OPENING w PROVIDE (5) Y2" DIA. J -BOLT* ru 5Y2" LU EMBEDMENT AT EACH DOOR BRACKET, cn EACH 51DE OF DOOR. PROVIDE (1) Y2" x WW Co THICK WASHER W/ EACH ANCHOR (15T BOLT 0 C3 TO BE S" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G.) FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 A"x0.131" NAILS ® 6" 1 Cn 2x FASCIA -SEE ARCH 8" GMU BON] W/ (1) #5 GO] W REINF. GN -5EE PLAN f & HORZ. REII PROVIDE Y2" DIA. x &,V2" LONG SIMPSON TITEN HD OR APPROVED EQUAL IN PLACE OF J -BOLT IF M155ED DURING CONSTRUCTION G,4R GE DOOR BUGK DETA I L K SCALE: NT5 PROVIDE SOLID SHIM BETW'N TRU55 rE CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. SECTION �� SCALE: 3/4"=1'-0' 2x4 GATS 0 I6"o.c. FASTENED TO 6ABLE END TRU55 IN/ (2)3"x0.151" TOENAILS. GABLE END VERTICAL WEB REINFORGIN6 AS REQURIED BY TRU55 MANUF. SEE UPLIFT CONNECTOR 51MP50N H6AMIOKTA SCHEDULE ON PLANS FOR CLIP @ 36"O.G. CONNECTOR 5PECIFIGATION5 EXTERIOR 5HEATHIN6 EDGE NAILING - 2 Y2"x0.131" NAILS PROVIDE M015TURE BARRIER ®6"O.G. PLATE (SIMPSON T55 OR SIM) EACH TRUSS. PROVIDE M015TURE —� BARRIER PLATE BELOW VERT WALL REINF. TO WOOD MEMBERS ON GMU EXTEND INTO BOND BEAM (SIMP50N T55 OR SIM) J 8 GMU BOND BEAM w/ (1) #5 BAR CONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS M SCALE: NTS NOTES: -r BOND -BEAM --► L 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF %,"x4" TAPGON5 6" FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. REGE55 .0 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. PRECAST STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THI5 HEADER CASE. } 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3) ROW5 OF 3"x0.131" NAILS 5TA66ERE1? ® 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) A LI ROW5 OF 2Y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW TO 2X PER WINDOW BUGK SPECIFIED MANUFACTURER'S SPECS. BY WINDOW/DOOR MANUFACTURER DOOR BUCK DETAIL �— BOND -BEAM= -.,,---GONTIN. PRECAST HEADER --�� © copyright: MULHERN & KULP 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED CA5T-GRETE WINDOW 51LL, OR EQUIV. a� CA5'T-CRETE WINDOW SILL, OR EQUIV. (Dc N rn m w � W cn _ ; Co --�' 0 C3 � L- (53Uj Cx IV IF M&K project number: 181-17011 project mgr: S D I drawn by: MJS issue date: 06.22- 17 REVISIONS: date: initial 09-25-17 MK — FASTEN SHEATHING TO 2 BLOGKIN6 w/ 2 Y2"x0.131" NAILS ® 411O.G. • ■�u1 ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO. ROOF DOUBLE WINDOW L MSONR1' P I ER DET, I L SCALE: NTS 2x4 BLOGKIN6 w/ (3)3 Y4 "x0.131" TOENAILS EACH END x x i (4) 3 Y4'x0.131" NAILS A _ P RETROrIT DETAIL -0GAIZ= O.G. SEE DETAIL 56 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GMU W 51MP50N HT5MI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4) YW DIA. x 2 YW LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (SIMPSON T55 OR SIM) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4' DIA. x 3)2" LON6 TAPGON5. FASTEN BLOCKING TO ROOF TRU55E5 w/ (2) 3 Y4"x0.131" NAILS ® EA. END. (1) #5 IN BOND BEAM — — — — — — — — — — — — — — — w } (1) #5 BAR IN PRECAST LINTEL (2) #55 VERTICAL IN GROUT FILLED LU L GELL. IN WALL5 GREATER THAN 30" } WIDE, ONLY (1) #515 REQUIRED (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) z. ENTIRE COLUMN TO BE GROUT FILLED 01 OI PROVIDE # OF DOWELS 0 SLAB TO FIN. FL. If MATCH VERT. BAR5 w/ 30" MIN LAP SPLICE NOTE: ALL HOOK5 AND 5PLIGE5 TO BE CONSTRUCTED AND 51ZED PER NOTES GARAGE DOOR ,. RE I WORC I NG DETAIL @�,I�T NTS NOTE5: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SEE TYP. FOUNDATION 51MP50N ET EPDXY). DETAILS FOR ADDITIONAL 2. PROVIDE %4" DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOWN BLOW OR 13RU5H GLEAN. HERE 3. FOLLOW MANUF. IN5TALLATION IN5TRUGTION5. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EX15T'6 I I IN GROUTED CELL 5LAB, EPDXY 4 DRIVE I < #5 DOWEL, PROVIDE I - MIN. 30" LAP 5PLIGE I I I O z e 4 4 I" e°.° III—i I I III—I I—i GRADE 1 I—I I I—I I=I II I I I- II- -1 591 F—I I I—I C) —III—III—III III—III—III- 'I—ISI—ISI III—IWI- F I T��DE��AlSCALE: NT5 MADE PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2' FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. A r--r=k: bnnC SHT6. TO "x0.131" seal © copyright: MULHERN & KULP Structural Engineering, Inc. a� c (Dc N rn m w � W cn _ ; Co --�' 0 C3 � L- (53Uj Cx IV IF M&K project number: 181-17011 project mgr: S D I drawn by: MJS issue date: 06.22- 17 REVISIONS: date: initial 09-25-17 MK CD 0 C� z C4 HIP 6.T. v SEE UPLIFT CONNECTOR \\� I�V-- UPLIFT CONNECTOR SCHEDULE ON PLANS FOR -SEE PLAN CONNECTOR 5PEGIFIGATION5 p ROOF TRU55 HIP JACK TRUSSES ROOF TRUSSES PERPENDICULAR ROOF TRU55E5 u ! -5EE PLAN 2x6 "O.G. GEILIN6 BLOGKINC ®48 TO WALL -SEE PLAN i FASTEN 6YP5UM GEILIN6 TO ►--.I BLOGKIN6 w/ 2 ),2"x0.131" NAILS/ 8" GMU BOND BEAM �--� i 2x4 BRACE v4/2x4 T-BRAGE, DRYWALL 5GREW5 ® 4"O.G. AND W/ (1) #5 GONT. 45" O.G. FIRST (3) BAYS SPACED ®4'-O" O.G. MAX. FASTEN BLOCKING INTO TOP FASTEN 2x4 TO 'T' w/ 3 Y4'xO.131 ° 45 ROOF TRU55E5-GUT (3) BTO i SIMPSON H6AMIOKTA PLATE OF WALL w/ (1) Y4' x3 Y2' 8" REINF. GMU WALL FASTEN BOTTOM CHORD OF NAILS ®12" O.G. FIT TIGHT BETWEEN TRU55 CLIP ® 481O.G. LONG TAPGON SCREW ®6 O.G. -5EE PLAN FOR VERT. G.T. TO TOP OF WALL w/ W BOTTOM GHORD5 W GMU BOND BEAM w/ 4 HORZ. REINF. 5PEG5 8" GMU BOND BEAM w/ 5IMP50N H6AMIOKTA CLIP VERT WALL REINF. TO (1) #5 BAR5 GONT. VERT WALL REINF. TO (1) #5 BARS GOVT. ® 4WO.G. 0 EXTEND INTO BOND BEAM FASTEN DRYWALL TO EXTEND INTO BOND BEAM BLOGKIN6 w/ 5GREW5 8" REINF. GMU WALL VERT WALL REINF. TO W REINF. GMU WALL VERT WALL REINF. TO Lj /NAIL5 ®6 O.G. -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM 0 ,� $ HORZ. REINF. SPECS 4 HORZ. REINF. 5PEG5 Z j SECTION SECTION SECTION SECTION [L 0 5'1 SCALE: 3/4"-I'-0" �0 SCALE: 3/4'-1'-0" SCALE: S/4"=1'-0" SCALE: S/4"-11-0" Q LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLANLL THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED sheet: DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SD2*0