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2638 Green Swallow Way 18-1398 (a)INDEX GENERAL FL DS -1 DELTA SHEET 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND FL 0.1.2 SLAB PLANT' DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO TO THE BUILDER FOR JUSTIFICATION AND/OR CORRECTION FL 1.2 FIRST FLOOR PLANT 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 FL 5.2 ELEVATIONS 'T' ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, FL 5.2.1 ROOFPLAN'T' REGULATIONS, AND FHA/VA MPS. 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. FL 6.2 FIRST FLOOR UTILITY'T' 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. -6TH EDITION (2017) RESIDENTIAL AND ASTM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTAHCED WITH 1 1/2 INCH 11 GUAGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG 16 GUAGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE Jul CM"[)copy APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET GUAGE CORROSION - RESISTANT WEEP SCREED OR PLASTIC WEEP FirzVIEWEDPORCODFComPLIANCE SCREED WITH A MINUMUM VERTICAL ATTACHMENT PLA�sR FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD DZ�A� WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 BUAL�IN��Jw�51C7N INCHES ABOVE THE EARTH OR 2 INCHES ABOVE A PERMIT ISSUED SHALL BE CONSTRUED TO BE A PAVED AREAS. THE WEATHER RESISTANT BARRIER LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET SHALL LAP THE ATTACHMENT FLANGE. THE ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL EXTERIOR LATH SHALL COVER AND TERMINATE ON CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER THE ATTACHMENT FLANGE OF THE WEEP SCREED, REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE PER F.B.C.R. 6TH EDITION (2017) WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED COMPACTION TEST SHEATHING SHALL INCLUDE A WATER RESISTIVE REQUIRED VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 Results to be verified LAYERS OF GRADE D PAPER. STUCCO APPLICATION at Slab Inspection AND CURING PER FLORIDA BUILDING CODE 6TH EDITION (2017) RESISDENTIAL OR IN ACCORDANCE (SANFORD C"WITH ASTM C 926. ' P, #18-1398 bi d' LM I I r MULHERN+KULP� residential structural engineering 20 South Meple Street, Suite 150 • Ambler, PA 19002 ip 215.646.8001 • mulhemkul com F rd REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. DIVISION REQUESTED REVISIONS. 02-01-18 Y/N Y/N SQUARE FOOTAGETABULATIONS HEATED S.F. UNHEATED S.F. FIRST FLOOR TOTAL GARAGE PORCH PATIO/ COV. PORCH TOTAL ELEVATION'S' 1769 1769 410 25 109 544 ELEVATION 'T' 1769 1769 410 43 109 562 ELEVATION ' U' 1769 1769 410 68 109 587 LOT 235 ISSUE DATE: 02.16.18 FOR REVIEW REVISIONS: These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2015 Ashton Woods Homes LAST REVISION LAST SAVED BY: SHEET NO: FL T=1 S GENERAL FOUNDATION NOTES: - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. - SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TYP STOOP AT INSWING/SLIDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2017 FLORIDA RESIDENTIAL BUILDING CODE) 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 1 LINE OF FRAMED WALL ABOVE 1 jhn MULHERN+KULP residential structural engineering A 6 n S ,A, 20 South Maple Street, Suite 150 • Ambler, PA 19002 P215.648.8001 • mu/hemkulpxom 38'-0" 13'-8" 11'-8" 1 12'-8" 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT ISSUE DATE: 02.16.18 FOR REVIEW REVISIONS: These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2015 Ashton Woods Homes LAST REVISION LAST SAVED BY: Z J 0 �Y a r �CL m Z Q i Cl) J a 0 SHEET NO: FL 0.1.2 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOLID CORE DOOR W/ SELF CLOSING HINGE OR APPROVED 20 MINUTE RATED DOOR. 4 WATER HEATER ON 18" HIGH PLATFORM 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". 1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS, 12 INTERIOR SOFFITS: FFL = 8'-1" U.N.O. SFL = T-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 SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS VERIFY LOCATI IN FIELI G ,a c�rw N u rtiA a�sr� ps -,v X 8 2, �� per, MULHERN+KUL'P residential structural engineeringT�= 20 South Maple Street, Suite 150 •Ambler, PA 19002 p215.646.8001 38'-0" 13'-8" 11'-8" 12'-8" 3'-2" 3'-0"1'-4" 3'-0" 3'-2" 4'-1 " " 0" 3'-0 4'-10 3050 SH 1 1 3050 SH 1 1 3050 SH Fl RST FLOOR PLAN 'T' 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT ISSUE DATE: 02.16.18 FOR REVIEW REVISIONS: These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2015 Ashton Woods Homes LAST REVISION LAST SAVED BY: J0Z- � Z a a � O • mu/hemku/pcom r 38'-0" 13'-8" 11'-8" 12'-8" 3'-2" 3'-0"1'-4" 3'-0" 3'-2" 4'-1 " " 0" 3'-0 4'-10 3050 SH 1 1 3050 SH 1 1 3050 SH Fl RST FLOOR PLAN 'T' 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT ISSUE DATE: 02.16.18 FOR REVIEW REVISIONS: These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2015 Ashton Woods Homes LAST REVISION LAST SAVED BY: 0 SHEET NO: FL 1.2 J0Z- � Z a a � O r � O Z Q LL a = Cr. J a 0 SHEET NO: FL 1.2 J CJ�� ID + W 0 J ISSUE DATE: 02.16.18 FOR REVIEW REVISIONS: These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole ROOF TRUSSES PER without permission from ___-�- STRUCTURAL ENGINEER!_- - the builder. © 2015 Ashton Woods Homes icy 1 ST FLOOR PL. HT. _ 1 ST FL_WDW. HT. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LAST REVISION DINING KITCHEN BED 2 WIC ., BED 3 LAST SAVED BY: rh 1 ST FLOOR FIN. FLR_ — 1=1 F—d FEI —FE1FE1 — ... i��.... ....,il.... Iii ISI..:. :.. ... i... ,,i.... ��i... SII.... ilk i 1-- .1 i..:. ........... ............ ................... I ................... --.... I i�� ��� i�I II ................... II liL................... ................ �................._ II. .............. ................... .................. .................. I III I .................... ................... III............III...................III.................., I I L..,...............I I I III I III BUILDING SECTION 1 'T' 2 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT J 0 cy)Z (1) z I�- � o r P v ZU)W Q a= J a (3- 'S MULHERN+KULPa W residential structural engineering1:1rM 20 South Maple Street, Suite 150 • Ambler, PA 19002 wP d 215.646.8001 • mulhemkul e P Pcom 09' �� � SHEET N0: Mahan � ayuidha nd a7'�' � rd�kdbotlptdsdplMe�. FL 4A 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 FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 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. rh 1 ST FLOOR PL. HT.47 - rh 1 ST FL. WDW. HT. - 1 ST FLOOR FIN. FLR. rh 1 ST FLOOR PL. HT. - 1 FL. HT. - 4ST 1 ST FLOOR FIN. FLR_ ELEVATION KEYNOTE LEGEND E1 ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS vMUST 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. rh 1 ST FLOOR PL. HT._ 1 ST FL. V 1ST FLO( 12 5 12 12 N 5 5 rte" 'n 12 �J 6" 5 / E16 FASCIA 8-1 4B FIN. FLR. F.�17 h ee � mills] III ar. d � MULHERN+KULP � Y FENIN A � residential structural engineering -taw " mxST E OF V 6" E19 � ■ ■ a ■ �� [N Nli_110 IN N i ME�SMOOTH , r r ' , t , ` ` r ' ' • ,� ., .. , � r .. .. . 1. ., r ., v t , • .n .. r .. .. , r r. RIGHT ELEVATION'T' 2 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 12 12 �5 N_ 5 N r 1.1 jk 1 ST FL. WDW. HT. 1 ST FLOOR FIN. FLR. Fol n FRONT ELEVATION'T' 1/4" = V-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT ISSUE DATE: 02.16.18 FOR REVIEW REVISIONS: These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2015 Ashton Woods Homes LAST REVISION 12 12 5 N 5 LAST SAVED BY: FASCIA 12 12 5 5 `, ;�j , , Z? .� - , LEFT ELEVATION'T' 4 1/4" = 1'-0" FAT 1/8"= 1'-0" FAT X 17" LAYOUT IT F, w 0 Cl) 19 F- REAR ELEVATION'T' 3 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT .9 i 2 6 11 h J ee � 0 ar. d � MULHERN+KULP � Y o A � residential structural engineering -taw " mxST E OF V 20 South Maple Street, Suite 150 • Ambler, PA 19002 J �w.� p 215.646.8001 • mu/hemkulpcom a .9 i 2 J � 0 cr) Z F y � Y o T � � Z Q � W J a 0 SHEET NO: FL 5.2 CD w 0 T Oct ISSUE DATE: 02.16.18 FOR REVIEW REVISIONS: These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2015 Ashton Woods Homes LAST REVISION LAST SAVED BY: 2 J C) Z r QD Y a ti a O ¢ Q = J a 0 SHEET N0: FL 5.2.1 0 a. 0 0 N W m W 2 iy U 30" HIGH VANITY z � BASE CABINET " CABINET ih r r0 CV 3 m° SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS A/C DISCONNE TELEPHONE/ TELEVISION SERVICE BOX SERVICE PANEL/ �.. ELECTRIC METER WP, @6 Z 0O �a NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - 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 PIT 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. UNIT MUST BE HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP. DUPLEX OUTLET -0- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE c" CHIMES � �/ Q �i \\ V v _� W WALL MOUNTED INCANDESCENT LIGHT FIXTURE PUSHBUTTON SWITCH- \ CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) OR GROUND -FAULT CIRCUIT -INTERRUPTER TT DUPLEX OUTLET 110V SMOKE DETECTOR so HARDWIRED AND 0 INTERCONNECTED W/ BATTERY BACKUP RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED L.E.D. FIXTURE (VP) - VAPOR PROOF HALF -SWITCHED DUPLEX OUTLET Z O EXHAUST FAN (VENT TO EXTERIOR) �® GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET (D THERMOSTAT Q REINFORCED JUNCTION BOX EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) P" TELEPHONE �' "s (7 T LL i WALL SWITCH Tv TELEVISION —� 1/4" WATER STUB OUT ® FLUORESCENT LIGHT FIXTURE 8 ELECTRIC METEIR � a THREE-WAY SWITCH o ELECTRIC PANEL WALL SCONCE 14 FOUR-WAY SWITCH TECH HUB SYSTEM y DISCONNECT SWITCH 0 cc w 0 v W a � LL LL (n J W ¢ to J U W = ¢ 2 r ZaP JZ oQC LL O E. fn co w Wd a cc W �30: S U W F- o 8 w S' W YIr g O pC STANDARD ELECTRICAL BOX HEIGHTS 0 a. 0 0 N W m W 2 iy U 30" HIGH VANITY z � BASE CABINET " CABINET ih r r0 CV 3 m° SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS A/C DISCONNE TELEPHONE/ TELEVISION SERVICE BOX SERVICE PANEL/ �.. ELECTRIC METER WP, @6 Z 0O �a NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - 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 PIT 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. UNIT MUST BE HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP. DUPLEX OUTLET -0- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE c" CHIMES � �/ Q �i \\ V v CEILING FAN (PROVIDE ADEQUATE SUPPORT) wPioFi EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE PUSHBUTTON SWITCH- \ CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) OR GROUND -FAULT CIRCUIT -INTERRUPTER TT DUPLEX OUTLET 110V SMOKE DETECTOR so HARDWIRED AND 0 INTERCONNECTED W/ BATTERY BACKUP RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED L.E.D. FIXTURE (VP) - VAPOR PROOF HALF -SWITCHED DUPLEX OUTLET co CO2 DETECTOR O EXHAUST FAN (VENT TO EXTERIOR) �® GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET (D THERMOSTAT Q REINFORCED JUNCTION BOX EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) P" TELEPHONE �' "s HOSE BIBB i WALL SWITCH Tv TELEVISION —� 1/4" WATER STUB OUT ® FLUORESCENT LIGHT FIXTURE 8 ELECTRIC METEIR � a THREE-WAY SWITCH o ELECTRIC PANEL WALL SCONCE 14 FOUR-WAY SWITCH TECH HUB SYSTEM y DISCONNECT SWITCH FIRST FLOOR UTILITYT 1/411 = 1 l-011 AT 22"X34" LAYOUT 1/8"--- V-0" AT 11 " X 17" LAYOUT ISSUE DATE: 02.08.18 FOR REVIEW REVISIONS: These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2015 Ashton Woods Homes LAST REVISION LAST SAVED BY: �J SHEET NO: FIL 6.2 r 0 c a Lr 0 r a SLAB �CUNPATION PLAN 2 911150-10 ELEV. T GENERAL STRUCTURAL NOTES FOUNOATION • DE516N I5 BA5ED ON bth EDITION (2011) FLORIDA BUILDING CODE. 211,212018 A� p :e k a d l�a1w i't (D copyright: MULHERN^& IJLP Structural Engineering, Inc. • FOOTING DE516N - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A z MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 PSF. THESE 0- c a FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L J BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. L- 0 (I.E. IF 2000 PSF 501L 15 PRESENT, THESE FOUNDATION DESIGNS a� Quo ARE STILL ADEQUATE. a • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE azz � a. OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED o SOUTHERN PINE #2. z • BUILDER TO VERIFY CORROSION -RESISTANCE COMPATIBILITY OF CILy HARDWARE 4 FASTENERS IN CONTACT W PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER t HARDHARE 5UPPLIER5 TO GOORD, W w • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN _ ca -- c cn C THE FOLLOWING MINIMUM COMPRESSIVE 5TRENGTH5 IN 28 DAYS, —J U.N.O.: v f'c = 2,500 p51: ....... FOOT I NGSUi 2,500 psh ....... SLABS ON GRADE (INTERIOR 8 EXTERIOR) €'i c fy = h0,000 p51 ...... REBAR • ALL CONCRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7 % AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. ' • FOOTIN65 AND 5LA05 ON GRADE SHALL BEAR ON VIRGIN 501L OR 159 COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.G) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE ASTM 6416 F'c=3000 P51 W MAX 3/g" AGGREGATE • GONGRETE MASONRY UNITS SHALL BE A5TM GQO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G270, TYPE S. GMU DE516N BASED ON AGI 530/530.1 • 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 ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MA50NRY OPENINGS AND AT ALL WALL GORNER5. • VERTIGAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY GELL, AND SHALL BE LOCATED AT A MAXIMUM OF S'-0" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. REFER TO 5-0.0 FOR TYP I GAL 5TRUGTURAL NOTE5 4 5GHEOULE5 W project number: 181-15018 project mgr, S D I drawn by: JTS issue date: 03-03-17 REVISIONS: date: initial: 12/08/17 MK 02/12/18 MK sheet: LEFT HAND S101 z a J Z L- 0 0 W Quo z�-o azz � a. o sheet: LEFT HAND S101 00 a 0 5LOGK PLAN 22x54 5CAL"5: 1(4"=1'-0" 110 5GAL"E: 1/8'=1'-0" ELEV. 1 d- 0 0 N i m m 00 �n I MA50NRY LINTEL A55EMBL I E5 SEE 56HEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO GROUT .GMT BOTTOM REINS. pREGAST LINTEL w/ EMBEDDED REINF. PRECAST LINTEL W � I I EMBEDDED REINF. MB -1 MB -2 m � m � TOP REINF. TOP REINF. "• Y�2TIGAL `f GROUT SHEAR TIES m BOTTOM REINF. : x: x 6ROUT e BOTTOM REINF. PRECAST LINTEL w/ EMBEDDED REINF. PRECAST LINTEL w/ � EMBEDDED REINF. M NOTU (1) #5 THIS ASSEMBLY REQ. MB -3/ MB -3A SHEAR REIWVRGEMENT MB -4/ MB -4A TIES. SEE 56HEDULE. MD46 LINTfl.5: LINTELS DE-516NATED WITH AN M13-36/46 SHALL BE CONSTRUCTED THE SAME AS MB -3/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM 11-4" TO 1'-2" BY FIELD GUTTING THE TOP OF THE PRECAST LINTEL DOM 2". ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME. BOND BEAM REINF 514ALL RUN CANT THRU TOP LINTEL COURSE. MASONRY LINTEL DETAILS J '( REINFORCEMENT as C TOP BOTTOM SHEAR REINFORCEMENT MARK DESIGNATION M13-1 8F8-05/OT ----- ----- UJ+� MB-2 8F8-1B/OT ----- (I) #5 CL C2 gp MB -3 BFIb-IB/IT (1) #5 (1) #5 #3 VERTICAL TIE -5 o 4"o.G. W M13-4 SFI6-213/IT (1) #5 (2) #5 180 DECREE HOOK UB APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, GIUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTE5: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. TERMITE PROTECTION - 5ENTRIGONA5 GH05EN BY BUILDS I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE FBG 8518 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE SLEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-6RADE FLOORS 5HALL NOT BE OF GELLUL05E GONTAINING MATERIALS. IF 501L TREATMENT 15 U5ED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE 5HALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE 5LAB U51146 A NON-GORR051VE GLAMPING DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE 5LEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN510E THE 5LEEVE. 3. GONDEN5ATE LINE, IRRI6ATION/5PRINKLER 5Y5TEM R15ER5 FOR 5PRAY HEAD5, AND ROOF DOHN5POUT5 5HALL 1?15GHARGE AT LEA5T I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DENALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR 5PLA5H BLOGK5. GUTTERS WITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVES OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJECTION EXGEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL NOTES FOUNnATION • DE516N 15 BASED ON 6th EDITION (2017) FLORIDA BUILDING CODE. • FOOTING DE516N - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLONABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE51GN5 ARE AL50 ADEQUATE FOR ALLONABLE 501L BEARING GAPA6ITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE5E FOUNDATION DESIGNS ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO HEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO5ION-RE515TANGE COMPATIBILITY OF HARDWARE f FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED HOOD. CONTACT LUMBER t HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE51ON BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE 5TRENCGTH5 IN 28 DAY5, U.N.O.: f'o = 2,500 psi:....... FOOTIN65 2,500 ps1:....... SLABS ON GRADE (INTERIOR R EXTERIOR) fy = bo,000 P51 ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTING5 5HALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTINGS AND 5LAB5 ON GRADE 5HALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINT5 AT ALL IN51DE GORNER5 OF SLAB ED6E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.G) • MINIMUM LAP SPLIGE5 ON ALL REINFORCEMENT SHALL BE 4,13 BAR DIA. • HOOKS SHALL BE PROVIDED AT D1560NTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE • GONGRETE MA50NRY UNITS 5HALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM 0270, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDIGATED ON PLAN) SHALL BE REINFORGED w/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAM5 • ALL BOND BEAM5 ARE TO BE GONTINUOU5 FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALL5. (A5 SHOWN ON PLAN5) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. REFER TO 5-0.0 FOR TYPICAL 5TRUGTURAL NOTE5 4 5GHEOULE5 2/12/20) S E4 8 Y "rya° L Q copyright ; MULHERN & KULP Structural Engineering, Inc. a0) J '( as C Q + 4 Z7 U UJ+� J" C CL C2 gp N � chi �$d cc U)L 1- R Cna MSI( project number: 181.16018 project mgr: SDI drawn by: JTS issue date: 03-03-17 REVISIONS: date: initial: 12/08/17 MK 02112118 MK C LU , J 2 O H CJ's sheet: LEFT HAND S2*1 0 0 I .I Q0 ROOF FRAMING PLAN 22x54 SCALE: 1�4"=1'-0" 110 5CALE: ELE1 T RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $SCHEDULES 2/��/20IS ,w^ m ',. p > ,F. Vmyy tY AA� �r © copyright : MULHERN & KULP Structural Engineering, Inc. a� Z� �Q 4 Z� • ry N N ZN y • as Ld �a MW project number: 181-16018 project mgr: SD I drawn by: JTS issue date: 03-03-1 7 REVISIONS: date: initial: 12108/17 MK 02112118 MK sheet: LEFT HAND S3*1 Nt &" CMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL 50LID Q n O R4.1 FI -FOIL OR EQUAL OVER W FURR STRIPS 3Y2" GONG. SLAB w/ WWF OR FIBERMESH REINF. OVER 6 MIL. VAPOR BARRIER a 4 1 e. e.. • , ° ' �" � 1= I—III—III-1_ • II��--r��III III�III II_ q. ee I I--1 11=1 I I—III I I' " I—III=III—I � °' `•' III—I_TI L CLEAN ---'I —1117—i --1 I �— MONOLITHIC COMPACTED FILLI-O II FOUNDATION W/ o 15% STANDARD (2) #5 HORIZ. VEN511Y MIN. CONT. ON CHAIRS (3" MIN. COVER) WHERE 2ND STORY OCCURS FTG, SHALL BE 1'-4" WIDE w/ (2) #5 BARS I FOOTING SECTION W/ BLOCK DETAIL WALE-. NTS *V— NON-LOAO BRO. WALL GA�R,hGE I N rm m OFFSET FOOTING NONSEARING PETAL WAX: NTS 3I4" RECESS ® SLIDING GLA55 DR. SILL FORME SLOPE SILL FORMED ON SITE 3Y2" GONG. 5L.AB (2500 PS.I) K/ bxb 10/10 W.W.M. ANU7 6 MIL. m w I VAPOR BARRIIER 4 . a G q .. •'�. ° EXP JOINT 4J\ : '4 d ' R F6 EXTERIOR OUTSWING 4 SGP POURED SILLS DETAIL BGAW: NTS (1) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL 50LID MATCH GMU LEDGE X PER 1/501.0 WADE � - z Q �-11 I 1=1 I Ii •9 'd..e` .' • ,. I—III—I I— " ( L_r_fN(_ -11 I- '—MONOLITHIC COMPACTED FILL I'_OII FOUNDATION W/ A q5% STANDARD (2) #5 HORIZ. DENSITY MIN. CONT. ON CHAIRS WHERE 2ND STORY (3" MIN. COVER) oCCUR5 FT6. SHALL BE 1'4" WIDE w/ (2) #5 BARS ,,t! GNTSI CURB D1TA� I L 2 SGALE� FILLED CELLS (5EE PLAN) ». 4" GARAGE ' Top V I EY4 @CORNER �_.___�- OARAOE WALL 3 Y2" GONG. SLAB mIj— 4�� e 20"xb" THICKENED —I I I—I I I-1 I I—I I I—I I I—I I I—III; EDGE Vil (2) #5 CONT. 'Ell (=III=III--I 1111 I=I I I I, IIIb, ,llI=III=1 I I -I I F TH I GKMV DOGE ® 6ARA6E DOOR DETAIL WAS NTS 6" CMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 25" GROUT CELL 50LIP 2 W0 • '< R4.1 FI -FOIL OR EQUAL OVER 3I4" 3ORR'STRIPS Y2 GONG. LAB w/ •'` _ WWF OR FIBERMESH REINF. OVER 6 MIL. VAPOR BARRIER e• . ° . ° � _—III__III—III- t, • —f 111=I I I II—__III- e ° •III I—IIII' . ° '• ' � � T = AIC, CHASE PVC, SLEEVE TO BE :III=1Tf=1II= I' ` TWICE THE DIAMETER OF PROTECTED PIPE 10 CHASE DETA IL SCALE= NTE Y2" GYP. BD. EA. SIDE OF 2X'S o I b" O.G. STUD PLATE TIES o STUD TOP t BOT. (IF FASTEN W/Ya"x5" LONG TAPGONS NOTED ON PLANS) FASTEN 2'-8" O.G. AND 12" MAX FROM END OF WALL NNLE55 NOTED PT. BOT. PLT. OTHERWISE ON PLANS) I ——III�'d' •°° •.� aA. ee-��F'° ••• <II •- r=177711 III�I�III I=I—I�II 11-I I�IIE111 1=1 �IIII I�II T dJ CONT. ON CHAIRS (3" MIN. COVER) WHERE 2ND STORY OCCURS FTG. SHALL BE I'-8" WIDE w/ (3) #5 BARS UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS INT. BEAR I NG WALL FOOTING DETAIL TH I Gn KIN1I1�GE DETAIL SCALE" NTS 5"x8" THICKENED SLAG W/ (I) #5 CONT. � SCALE( NT8 Y2" 6YP. 60. EA. SIDE INTERIOR OF 2x4'5 ®I b" O.G. GA,� A�� FASTEN W/Ya"x5" LONG TAPGONS Ill o 2'-e" O.G. AND 12" MAX FROM 21/411 END OF WALL NNLE55 NOTED I I/2II OTHERWISE ON PLANS) � STUD PLATE TIES A STUD > PT BOT. PLT. I TOP 41 I BOT. (IF NOTED ON PLANS) a a (2) #5 HORIZ. DONT. ON CHAIRS 10" 10" (3" MIN. COVER) UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALLS N07 EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS 011=5ET FOOTING BE,4R1 NG DETAIL SCALEr NTS S" GNU BLOCK BEYOND R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER 3/a" FURR STRIPS 3 MTL. THRESHOLp Y2" GONG. SLAB w/ WWF OR FIBERMESN SET IN SEALANT REINF. OVER b MIL. PORCH SLAB VAPOR BARRIER (SEE PLANS) _ MI '=''I II—_ III—IIII—III—III— I I f ' I=1 I I—I I 1=1 I � � �° ' � ..' � •� 11=ITI=—l�= GLEAN COMPACTED' I I—III—III �• � a • •' • I I=III FILL o q5% STANDARD -1I I-III=1I DENSITY AND TERMITE _II I=III I S I—I � I—III I I I TREATED -" 1111 III =III= I I i FOUNDATION W/ I –O „ (2) #5 HORIZ. CONT. ON CHAIRS MIN. 0" MIN. COVER) WHERE 2N0 STORY OCCURS FT6. SHALL BE I'-4" WIDE w/ ( III=III=III=III= I —' �- MONOLITHIC 2) #5 BARS ENTRY i�00R n�T,� i L $ SCALES NT8 8 CMU BLOCK PROVIDE 30" �� MIN. LAP SPLICE �3Y2" GONG. SLAB w/ 8" CMU BLOCK — (1) #5 VERT. IN WWF OR FIBERMESH GROUTED DELL, RILL HT. (SEE PLANS FOR REINF. OVER b MIL. LOCATIONS) VAPOR BARRIER (1) #5 FROM FT6. TO — BOND BEAM. SPLICE ° : °:. a•' ,° ..° .4 d TO BE MIN. 30° — — — — GROUT CELL SOLID " .° PORCH SLAB N (SEE PLAN) � z BREAK FADE - SHELL TO ALLOW •d' FOR SLAB .' .. . I—I 11= EXP JOINT - �—GROUT SOLID BELOW SLAB DOWN -r17_ TO FOOTING A. e (V #5 DOWEL W/ 6" •. �. °: • •.• • � • 12"xlb" GOVT. CONT. HOOK (SEE PLANS � ° •° . • :: FTG. W/ (2) #5 HORIZ. FOR LOCATION) � CONT. ON CHAIRS 0 " °� MIN. COVER) @2RO1010r:ll GR�E nETA I L 'III III=III-L I I IMONOLITHIC, GLEAN '-1 I I - III -III SLAB w/ WWF OR FIBERMESH REINF. OVER b MIL. VAPOR BARRIER ° .•• °• r " • ° I—III 111=III=11� . a . • � • � I—III—III—III—I 11- .:. III—III—IV=I I' • ' ..• III—III=III ; I - I , FOUNDATION W/ COMPACTED FILL (2) #5 HORIZ. 4 45% STANDARD I I_on CONT. ON CHAIRS DENSITY SIN (3" MIN. GOVEW WHERE 2NP STORY OCCURS FTG. SHALL BE 1'-4" WIDE ail/ (2) 05 BARS EXTERIOR HALL ® PORCH SLAB OETArIL SGALES NTS 2/12/2018 (D copyright ; MULHERN & KULP Structural Engineering, Inc. Q7 c ¢ rn c a`i ZW W ` N� T U)CL E T N Cn Ui N L � N Q M&K project number: 181-16018 project mgr: SDI drawn by: JT'S isssuedate, 03-03-17 J H W4. J z L- 0 0 W — z�o ::)zz � a. o SD 1 *0 REVISIONS: date: initial; 12/08/17 MK 02112/18 MK . R4.1 FI -FOIL OR EQUAL OVER 3/a'. FURR STRIPS 3Y2" CONC. (4)23/8'X0.113" I VALLEY SET OVERFRAMING FASTEN EACH OVERFRAMED END TO TRU55 WITH (1) 51MP5C CLIP '0OF SHEATHING 23/8"x0.113" R.5. NAILS ® 6" O.G. 'EDGE NAIL) 23/8"X0.113" R.5. NAILS @ 6" O.G. MAIN ROOF SHEATHING FASTEN ROOF SHEATHING TO FASCIA WITH 23/»"X0.113" R.5. NAILS 11.1 u� 2x FASCIA -SEE ARCH 8" GMU BONI H/ (1) #5 C01 8" REINF. GN -SEE PLAN F 4 HORZ. REIt TYPICAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. MAIN ROOF TRU555 2x AT P.T. CL OF OPENING CENTER BUGK--,, I Y2" DIA. J -BOLT'S (SEE BELOW) 2X4 P.T. TOP BUCK 2X8 P.T. BUCK EACH 51DE OF OPENING PROVIDE (5)Y2" DIA.. J -BOLT'* N/ 5Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51 DE OF DOOR. PROVIDE (1) Y2" x W6" THICK NA5HER N/ EACH ANCHOR (IST BOLT TO BE 8" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) PROVIDE Y2" DIA. x 6 )2" LONG SIMP5014 TITEN HD OR APPROVED EQUAL IN PLACE OF J -BOLT IF M155ED DURING CONSTRUCTION K GARAGE DOOR BUCK DETAIL WAU: NTS PROVIDE 50LID SHIM BETH'N TRUSS 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN 11' Y2" FROM UPLIFT ( ONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. CTION glMOUi 9/4',1' -Or 2x4 GAT5 ® I6'o.c. FASTENED TO GABLE END TRU55 w/ (2)3"x0,131" TOENAILS. 12" MAX GABLE END VERTICAL NEB REINFORCING AS REQURIED BY TRU55 MANUF. SEE UPLIFT CONNECTOR 51MP50N HGAMIOKTA 5GHEDULE ON PLANS FOR CLIP ® 36"O.G. CONNECTOR 5PEGIFIGATION5 EXTERIOR SHEATHING EDGE NAILING - 2)2'x0.131" NAILS PROVIDE M015TURE BARRIER ® 6"O.C. PLATE (SIMPSON T55 OR SIM) ® EACH TRUSS. PROVIDE M015TURE BARRIER PLATE BELOW VERT HALL REINF. TO HOOD MEMBERS ON GMU EXTEND INTO BOND BEAM (SIMPSON T55 OR SIM) 8" GMU BOND BEAM w/ (1) #5 BAR GONT. 8" REINF. GMU HALL -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 ALL LAPS IN MASONRY 25" - RUNNING BAR----, #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. INALL REINFORCING DETAIL SGALMs NT6 } -+�---- BOND -BEAM CONTIN. PRECAST HEADER —�--"� 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GAST-GRETE GA5T-CRETE WINDOW SILL, WINDOW SILL, OR EQUIV, OR EQUIV. FASTEN SHEATHING TO 2 BLOCKING w/ 23/8"X0.113" R.S. NAILS ® 4"O.G. ROOF 5HT6 SHALL BE GOVT. 24" MIN ONTO. ROOF DOUBLE WINDOW L MASONRY PIER DETAIL I L Wal NTS 2x4 BLOCKING w/ (3)3 )4'x0.131 " TOENAILS EACH END 3 )4"x0.131" _5 -�-- BOND -BEAM ► REGE55FO PRECAST HEADER - NOTE5: 1. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MA50NRY H/ (1) ROW OF %"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE 1-Y2" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED N/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X 13UGKED OPENING, USE (3) ROWS OF 3"x0.131" NAILS 5TA66ERED ® 12" O.G. EA. 5UGCE551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS 05TENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK N/ (2) ROH5 OF 2 Y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW TO 2X PER WINDOW BUCK SPECIFIED MANUFACTURER'S 5PEG5. BY WINDOH/DOOR MANUFACTURER GOFI BUCK DETAIL SG RETROFIT I T DETA I L Was 9/4rr1'-O V 6" O.G. ROOF TRU55E5 -SEE PLAN — 8" GMU BOND BEAM w (1) #5 BAR5 CONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 R 5IMP50N H6AMIOKTA CLIP ® 48"O.G. VERT HALL REINF. TO EXTEND INTO BOND BEAM SEE DETAIL 56 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GMU W 51MP50N HT5MI6 TH15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4' DIA. x 2,V4" LONG TITEN 56REH5 PROVIDE M015TURE BARRIER PLATE (SIMPSON T55 OR SIM) EACH TRUSS. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3Y2" LONG TAPCON5. FASTEN BLOCKING TO ROOF TRU55E5 W (2) 3 Y4"xO.I5I" NAILS ® EA. END. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 2x6 CEILING BLOCKING ® 48"O.G.- FASTEN GYPSUM CEILING TO BLOCKING w/ 2 Y2"x0.131" NAILS/ DRYWALL 5GREW5 ® 4"O.G. AND FASTEN BLOCKING INTO TOP PLATE OF HALL w/ (1) Y4'1 X3 Y2" LONG TAPGON 5GREN ® 6"O.C. VERT WALL REINF. TO ___J EXTEND INTO BOND BEAM rr SECTION vSECTION 0 BGALC: 9/4"=I'-0" (1) #5 IN 2/12/201 S BOND BEAM F --- 7 ---- --- ----- } (1) #5 BAR IN PRECAST LINTEL 0 I <. (2) #55 VERTICAL IN GROUT FILLED cx CELL. IN HALL5 GREATER THAN 30" } WIDE, ONLY (1) #515 REQUIRED © copyright : MULHERN & KULP (I) #5 VERTICAL IN GROUT FILLED CELL Structural Engineering, Inc, (IF REQ'D PER PLAN) 10 ENTIRE COLUMN TO a C BE GROUT FILLED O' -O" J 'm N )T =m PROVIDE # OF DOWELS 0 SLAB TO FIN. MATCH VERT. BARS w/ 30" MIN LAP SPLICE +ca m NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES z � OC 6ARA�GE DOOR W a y J PERT. REINFORCING DETAIL _ E Cn SGAl2= NTS c W N N CL NOTES: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SEE TYP. FOUNDATION 51MPSON ET EPDXY). DETAIL5 FOR ADDITIONAL 2. PROVIDE Y4" DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOHN BLOW OR BRUSH GLEAN. HERE W project number. 3. FOLLOW MANUR INSTALLATION INSTRUCTIONS. 181-16018 FUTURE 8" GMU BLOCK #5 VERT. BAR TO 13E Project r S D I LOCATED PER PLAN drawn by: JTS DRILL 6" INTO EXI5T'6 I p- IN 6ROUTED CELL BLAB, EPDXY t DRIVE I 4 #5 DOWEL, PROVIDE I .' sue date: 03-03-17 MIN. 30" LAP 5PLIGE I I z REVISIONS: date: Initial: Al— 12/08/17 MK q.' GRADE �' I ° " ' ° " III—III—III—i I II �I 02112118 MK ;I 11=1 11=1 I =1 I I • :. � I I—I 11=T-1 11- ..: III—I 11-1 1- 11- M 155ED DOWEL RETROF I T DETA I L SGALG NTS SIM. t CW STLM PM >bRO TIW 6KMV PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 GREATER THAN 0Y FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. ROOF TRUSS PERPENDICULAR TO WALL 8" GMU BOND BEAM W/ (1) #5 CONT. 8" REINF. GMU NALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 HIP G.T. C A Grtl.l r"" SHTG. TO "X0.113" " O.G. ROOF TRU55E5 -SEE PLAN — - UPLIFT CONNECTOR -SEE PLAN - HIP JACK TRU55E5 Wr n C W w MJ 0 S L --2x4 BRACE w/2x4 T -BRACE, IL PROVIDE 2x4 BLOCKING FASTEN BOTTOM CHORD OF G.T. TO TOP OF WALL w/ SPACED * 4'-011 O.G. MAX.® 48" O.G. IN FIRST (3) FASTEN 2x4 TO 'T' w/ 3 )4'x0.131" BAYS OF ROOF NAILS ® 12 O.G. TRU55E5-GUT TO FIT O TIGHT BETWEEN TRU55 VERT WALL REINF. TO BOTTOM CHORDS I� EXTEND INTO BOND BEAM FASTEN DRYWALL TO "f BLOCKING w/ 5GREW5 /NAIL5 ® 6" O.G. SECTION 51 Was 9/4"=1'-0" -�-- BOND -BEAM ► REGE55FO PRECAST HEADER - NOTE5: 1. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MA50NRY H/ (1) ROW OF %"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE 1-Y2" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED N/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X 13UGKED OPENING, USE (3) ROWS OF 3"x0.131" NAILS 5TA66ERED ® 12" O.G. EA. 5UGCE551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS 05TENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK N/ (2) ROH5 OF 2 Y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW TO 2X PER WINDOW BUCK SPECIFIED MANUFACTURER'S 5PEG5. BY WINDOH/DOOR MANUFACTURER GOFI BUCK DETAIL SG RETROFIT I T DETA I L Was 9/4rr1'-O V 6" O.G. ROOF TRU55E5 -SEE PLAN — 8" GMU BOND BEAM w (1) #5 BAR5 CONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 R 5IMP50N H6AMIOKTA CLIP ® 48"O.G. VERT HALL REINF. TO EXTEND INTO BOND BEAM SEE DETAIL 56 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GMU W 51MP50N HT5MI6 TH15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4' DIA. x 2,V4" LONG TITEN 56REH5 PROVIDE M015TURE BARRIER PLATE (SIMPSON T55 OR SIM) EACH TRUSS. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3Y2" LONG TAPCON5. FASTEN BLOCKING TO ROOF TRU55E5 W (2) 3 Y4"xO.I5I" NAILS ® EA. END. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 2x6 CEILING BLOCKING ® 48"O.G.- FASTEN GYPSUM CEILING TO BLOCKING w/ 2 Y2"x0.131" NAILS/ DRYWALL 5GREW5 ® 4"O.G. AND FASTEN BLOCKING INTO TOP PLATE OF HALL w/ (1) Y4'1 X3 Y2" LONG TAPGON 5GREN ® 6"O.C. VERT WALL REINF. TO ___J EXTEND INTO BOND BEAM rr SECTION vSECTION 0 BGALC: 9/4"=I'-0" (1) #5 IN 2/12/201 S BOND BEAM F --- 7 ---- --- ----- } (1) #5 BAR IN PRECAST LINTEL 0 I <. (2) #55 VERTICAL IN GROUT FILLED cx CELL. IN HALL5 GREATER THAN 30" } WIDE, ONLY (1) #515 REQUIRED © copyright : MULHERN & KULP (I) #5 VERTICAL IN GROUT FILLED CELL Structural Engineering, Inc, (IF REQ'D PER PLAN) 10 ENTIRE COLUMN TO a C BE GROUT FILLED O' -O" J 'm N )T =m PROVIDE # OF DOWELS 0 SLAB TO FIN. MATCH VERT. BARS w/ 30" MIN LAP SPLICE +ca m NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES z � OC 6ARA�GE DOOR W a y J PERT. REINFORCING DETAIL _ E Cn SGAl2= NTS c W N N CL NOTES: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SEE TYP. FOUNDATION 51MPSON ET EPDXY). DETAIL5 FOR ADDITIONAL 2. PROVIDE Y4" DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOHN BLOW OR BRUSH GLEAN. HERE W project number. 3. FOLLOW MANUR INSTALLATION INSTRUCTIONS. 181-16018 FUTURE 8" GMU BLOCK #5 VERT. BAR TO 13E Project r S D I LOCATED PER PLAN drawn by: JTS DRILL 6" INTO EXI5T'6 I p- IN 6ROUTED CELL BLAB, EPDXY t DRIVE I 4 #5 DOWEL, PROVIDE I .' sue date: 03-03-17 MIN. 30" LAP 5PLIGE I I z REVISIONS: date: Initial: Al— 12/08/17 MK q.' GRADE �' I ° " ' ° " III—III—III—i I II �I 02112118 MK ;I 11=1 11=1 I =1 I I • :. � I I—I 11=T-1 11- ..: III—I 11-1 1- 11- M 155ED DOWEL RETROF I T DETA I L SGALG NTS SIM. t CW STLM PM >bRO TIW 6KMV PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 GREATER THAN 0Y FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. ROOF TRUSS PERPENDICULAR TO WALL 8" GMU BOND BEAM W/ (1) #5 CONT. 8" REINF. GMU NALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 HIP G.T. C A Grtl.l r"" SHTG. TO "X0.113" " O.G. ROOF TRU55E5 -SEE PLAN — - UPLIFT CONNECTOR -SEE PLAN - HIP JACK TRU55E5 Wr n C W w MJ 0 S -SEE PLAN FOR VERT. d HORZ. REINF: SPECS rid SECTION I �I S<iAI.L'= S/4rv1-0r LETTERED DETAILS ,ARE TYPICAL EOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLANS. z�Q d z4 LL CL O sheep SD2.0 FASTEN BOTTOM CHORD OF G.T. TO TOP OF WALL w/ T T T W LL 8" GMU BOND BEAM Y4/--J/IV51MP50N HGAMIOKTA CLIP O (1) #5 BARS CONT. ® 48"O.C. I� a "f 8" REINF. GMU WALL VERT WALL REINF. TO EXTEND INTO BOND BEAM w -SEE PLAN FOR VERT. d HORZ. REINF: SPECS rid SECTION I �I S<iAI.L'= S/4rv1-0r LETTERED DETAILS ,ARE TYPICAL EOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLANS. z�Q d z4 LL CL O sheep SD2.0