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2633 Green Swallow Way 18-1606 (a)INDEX NOTES: FLA0.1.2 SLAB PLANT' 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS 1CZ BROCHURE REQUIRED AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. 1. REVISION ANY DISCREPANCIES SHALL BE REPORTED TO TO FL A1.2 FIRST FLOOR PLANT ELEVATION 'T' THE BUILDER FOR JUSTIFICATION AND/OR V) � �� w 9 CORRECTION BEFORE CONTINUING WITH WORK. FL A4.1 SECTIONS o CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO THE FL A5.2 ELEVATIONS'T' BUILDER. FL A5.2.1 ROOF PLAN'T' 2. ALL WORK SHALL BE PERFORMED IN 2 •� ACCORDANCE WITH ALL APPLICABLE NATIONAL, residential structural engineering ,• ST STATE, AND LOCAL CODES, REGULATIONS, AND FHA/VA MPS. FL E1.1 FIRST FLOOR UTILITY'T' 3. ALL DIMENSIONS SHOULD BE READ OR P215.648.8001 CALCULATED AND NEVER SCALED. �� 0• E 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE +F*hw LOCAL CODE) AND MUST REST ON UNDISTURBED SUE DATE: SOIL CAPABLE OF HANDLING THE BUILDING LOAD. �ie�a.dryotl�erl�.natlon ,�� CONSULT LOCAL ENGINEER FOR PROPER FOOTING REVIEW 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. COPY REVIEWED FOR CODE COMPLIANCE PIANS EXAMINER �-1 g• 1,& DATE A PERMIT I :, )U"t o- SHALL EF CONSTRUED T4 OLS A LICENSE TO PROCEED WITH THE WORK ANCA NOT A'- AUTHORITY ^AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verifiers at Slab Inspection S LAN F 0 R f) #18 60 REVISION LOG REV. DESCRIPTION DRAWN BY DATE 1CZ BROCHURE REQUIRED ENGINEERING REQUIRED 1. REVISION TOTAL — XX -XX -XX ELEVATION 'T' Y/N V) � �� w 9 410 ynannnn o 562 MULHERN+KULP ° 0 % a o 2 •� residential structural engineering ,• ST 20 South Maple Street, Suite 150 v Ambler, PA 19002 • mulhemkullo.com "���®®° •'� ®� , ®,,®S ° �,.° ��m P215.648.8001 ..... ®® <O N A �� 0• E +F*hw SUE DATE: �ie�a.dryotl�erl�.natlon ,�� 8.26.17 FOR REVIEW REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE REQUIRED ENGINEERING REQUIRED 1. REVISION TOTAL — XX -XX -XX ELEVATION 'T' Y/N YIN 1769 410 43 109 562 wP d b I SQUARE FOOTAGE TABULATIONS HEATED S.F. UNHEATED S.F. FIRST SECOND FLOOR TOTAL GARAGE PORCH PATIO/ COV. PATIO TOTAL — —FLOOR -- — — ELEVATION 'T' 1769 1769 410 43 109 562 LOT 241 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: to CD LO a co SHEET NO: FL T=1 ®1 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 LINE OF FRAMED WALL ABOVE 38'-0" 12'-8" 1 11'-81' V `i It a L=1�e e 1 1 /4" = 1'-0" AT 22"X34" LAYOUT 1 /8"= 1'-0" AT 11 " X 17"' LAYOUT ISSUE DATE: 02.08.17 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: C SHEET NO: FL 0.1.2 t N� ° M U L H E R N + K U L R" a;. residential structural engineering's. �F� 20 South Maple Street, Suite 150 • Ambler, PA 19002 M p215.646.8001 - mulhemkulpcom 38'-0" 12'-8" 1 11'-81' V `i It a L=1�e e 1 1 /4" = 1'-0" AT 22"X34" LAYOUT 1 /8"= 1'-0" AT 11 " X 17"' LAYOUT ISSUE DATE: 02.08.17 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: C 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 301IX22". 1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS. 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 SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS MULHERN+KULP,. residential structural engineering 20 South Maple Street Suite 150 • Ambler, PA 19002 p 215.848.8001 • mulhemkulpcom gyp„ R 77,924 �� ua re bM.� ti ' M*dM +"hs m jW ft pMn Mr *An a� j vd I 12'-8" 4'-10" 3'-0" 4'-10" 3050 SH 11'-8" 13'-8" 3'-2" 3'-0" 1'-4" 3'-0" 3'-2" 3050 SH 1 3050 SH FIRST FLOOR PLANT - &1/4" = V-0" AT 22"X34" LAYOUT 1/8"-- V-0" AT 11 " X 17" LAYOUT VERIFY LOCATION IN FIELD ISSUE DATE: 02.08.17 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: V Z i Q Z a J a oc �O (0 j U. Nft H T N Z U. a J am SHEET N0: FL 1.2 �. •: MULHERN+KULP'+ MONO a: residential structural engineeringAT 0 A TZ- 20 South Maple Street Suite 150 • Ambler, PA 19002 ; � k ®, .• d� ,® p215.11346.80131 • mulhemkulpxom �'o ° < p R i � �N•` N "'" _ 1101flY�l11ld YIJ01�Ip' OdIK�� ISSUE DATE: 09.26.17 FOR REVIEW REVISIONS: These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or ROOF TRUSSES PER STRUCTURAL ENGINEER copied in part or In whole without permission from 1 ST FLOOR PL. HT. n the builder. © 2015 Ashton Woods Homes — — — — — — — — — — — — — — — — — 1 ST FL. WDW. HT. LAST REVISION s BED 3 VVIC BED 2 KITCHEN DINING �. LAST SAVED BY: 1ST FLOOR FIN. FLR. h1 —— — i................ ........ .......................... ................_ ................ ................ ........................... ...... ,,. ... i I _ _ _ �......L.I�.I. i.....1........1.....1...1.....1.....l�l... T.I.....I....I____ ! �. BUILDING SECTION 1 'T' 2 1 /4" = 1'-0" AT 22"X34" LAYOUT 1/8%- 1'-0" AT 11 " X 17" LAYOUT Z 0 V W Cn r Z a J am SHEET N0: FL A4.1 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. ELEVATION KEYNOTE LEGEND El 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 MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. 12 12 �5 5�LO 12 5 12 11 FASCIA E16 5 — — — — — — — — — — — — — — — 1 ST FLOOR PL. HT. 1 ST FL. WDW. HT. El "`+'F_ ,r ", ,. r..` ..% ,, .. i , �v.y` e e V `"'. r''� _'"' .• 'G -- - r, rr 1_' `` 1 ST FLOOR FIN. FLR. �] LEFT ELEVATIONT 2 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT FRONT ELEVATIONT 1/4" = V-0" AT 22"X34" LAYOUT 1/81-- V-0" AT 11 " X 17" LAYOUT 12 1 ST FLOOR PL. HT. n _ 1 ST FL. WDW. HT. JOOTH E19 1 ST FLOOR FIN. FLR. I1 12 5 5 / N LO IF F— W FASCIA E16 — — — — 1 ST FLOOR PL. HT. cc . " 1 ST FL. WDW. HT. m a E22 i.co m h — �:` .�r 1 ST FLOOR FIN. FLR. 12 5 12 !� 5 AR ELEVATIONT 12 12 U')1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 6" W 5 5 FASCIA E16 o 1 ST FLOOR PL. HT. , —1ST FL. WDW. HT. r G Li im°°y�a°°oGEIVIWO ✓y��I Ar RE 1ST FLOOR FIN. o residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 T p215.1348.81301 • mulhemkulpxom 's®o�fi ° O R RIGHT ELEVATIONT 4 1/4" = 1'-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11" X 17" LAYOUT E E CZ W ...� :E 0 T Oct 11-- C4 C ISSUE DATE: 09.26.17 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 A5.2 ISSUE DATE: 09.26.17 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: 0 SHEET N0: FL A5.2.1 A/C DISCONNECL TELEPHONE/ TELEVISION SERVICE BOX SERVICE PANEL/ ELECTRIC METER WP/G r��� - Z � 7_ Z - Z_ = =--, NOTES: LEGEND: UTILITY 'T' 1 . 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. 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" DUPLEX OUTLET CEILING MOUNTED INCANDESCENT LIGHT FIXTURE c" CHIMES ui wPioFi EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET KY WALL MOUNTED INCANDESCENT LIGHT FIXTURE PUSHBUTTON SWITCH CEILING FAN WITH INCANDESCENT LIGHT FIXTURE /, `\ (PROVIDE ADEQUATE SUPPORT) v v GFI GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET z_ RECESSED INCANDESCENT LIGHT FIXTURE (V CEILING MOUNTED L.E.D. FIXTURE (VP) -VAPOR PROOF HALF -SWITCHED DUPLEX OUTLET co CO2 DETECTOR GAS SUPPLY WITH VALVE O EXHAUST FAN (VENT TO EXTERIOR) zzov 220 VOLT OUTLET C7 LL ON EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) P" TELEPHONE —� HOSE BIBB "e $ WALL SWITCH TTELEVISION _4;11 1/4" WATER STUB OUT ® FLUORESCENT LIGHT FIXTURE I_I ELECTRIC METER $ a THREE-WAY SWITCH ©r ELECTRIC PANEL WALL SCONCE $ a FOUR-WAY SWITCH TECH HUB SYSTEM y DISCONNECT SWITCH En 5 0 _ W cr W FD- LL O 2 N a LL oY T dI- W Q cc J W= w v z 3 m Fr �O z ego 8 W cc o�, a N 8 � a W w W o 0 m$ 8 Lu gw O O pC STANDARD ELECTRICAL BOX HEIGHTS WALL CABINE s U- 0 0 0 0 LV W m H W Z ,y 30"HIGH VANITY 2 0 = ziV °- O BASE CABINET �- CABINET c�� �,. m iy Fj SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS A/C DISCONNECL TELEPHONE/ TELEVISION SERVICE BOX SERVICE PANEL/ ELECTRIC METER WP/G r��� - Z � 7_ Z - Z_ = =--, NOTES: LEGEND: UTILITY 'T' 1 . 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. 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" DUPLEX OUTLET CEILING MOUNTED INCANDESCENT LIGHT FIXTURE c" CHIMES � �/ CEILING FAN O\\ (PROVIDE ADEQUATE SUPPORT) V v wPioFi EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET KY WALL MOUNTED INCANDESCENT LIGHT FIXTURE PUSHBUTTON SWITCH CEILING FAN WITH INCANDESCENT LIGHT FIXTURE /, `\ (PROVIDE ADEQUATE SUPPORT) v v GFI GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET 110V SMOKE DETECTOR So HARDWIRED AND INTERCONNECTED W/ BATTERY BACKUP RECESSED INCANDESCENT LIGHT FIXTURE (V CEILING MOUNTED L.E.D. FIXTURE (VP) -VAPOR PROOF HALF -SWITCHED DUPLEX OUTLET co CO2 DETECTOR GAS SUPPLY WITH VALVE O EXHAUST FAN (VENT TO EXTERIOR) zzov 220 VOLT OUTLET O THERMOSTAT O REINFORCED JUNCTION BOX ON EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) P" TELEPHONE —� HOSE BIBB "e $ WALL SWITCH TTELEVISION _4;11 1/4" WATER STUB OUT ® FLUORESCENT LIGHT FIXTURE I_I ELECTRIC METER $ a THREE-WAY SWITCH ©r ELECTRIC PANEL WALL SCONCE $ a FOUR-WAY SWITCH TECH HUB SYSTEM y DISCONNECT SWITCH FIRST FLOOR UTILITY 'T' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT e drawings are t ;rty of Ashton W 3.s and are not t( ?d for constructi( id in part or in w ut permission fn ..:I.J... n^ nf%4 E CONNECTION 5PECIFICATION5 (TYP. U.N.0) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO JOIST/BLK'G. (1) NAIL o 4" 0.6. (1) NAIL ® 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" ox. TOENAILS 0 b" o.c.* BLK'G. BTHN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS o 24" o.c, NAILS o 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTERSEGTING WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN& OR NUMBER OF NAILS, (ONLY ACCEPTABLE WHERE * ARE 5HONN) Hindow $ boor Allowable Wind Pressures 140 MPH Hind Zone Exposure G OPENING 51ZE INTERIOR ZONES END ZONE50 b HD -2 8' Garage Door +25.1 P5F/-28.4 P5F +25.1 P5F/-28.4 PSF 16' Garage Door +24.1 PSF/-26.8 P5F +24.1 P5F/-26.8 PSF 10 SOFT. +28.6 P5F/-31.2 P5F +28.6 P5F/-38.5 P5F 20 SOFT. +27.5 P5F/-2.q P5F +27.5 P5F/-35.9 P5F 50 5QFT +25.6 PSF/-28,3 PSF +25.8 P5F/-32.5 PSF 100 56IFT. +24.5 PSF/-2b.9 P5F +24.5 PSF/-21.1 PSF 500 5QFT. +21.5 P5F/-23.9 P5F +21.5 P5F/-23.9 P5F (DEnd Zone 15 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. ra ROOF FRAMINO • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 0513/PLYWOOD 5HEATHING 2%, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS W 23/8"x0.113" RING 5HANK (R585-01) NAILS (OR BETTER) o b" o.c. o PANEL ED(5E5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGE5. FASTEN SHEATHING TO GABLE END 4 DRAG TRU5SE5 w/ NAILS 0 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGES, RIDGES, VALLEYS, 4 HIPS, PROVIDE BLOGKING ALONG PANEL EDGE5 4 FASTEN W u2"x0.131" NAILS o 4" O.G. AN END ZONE IS DEFINED A5 10% OF THE BUILOIN65 LEAST HORIZ. DIMENSION (I.E.: 30' WIPE = 3' END ZONE). • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRUSS ALL VALLEY SETS. FASTEN EACH END TO TRU55 13ELON w/ U5P MTHI2 AND (2) 30x0,131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HAN&ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERN15E NOTED. • ROOF TRU55 SHOP DH&5. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEN AND APPROVAL PRIOR TO FA13RIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LED&ER FASTENED TO FRAMING W/(2) 3"0.131" NAILS o Ib" O.G. UI°L I PT CONNECTORS BEARING CONDITION TRU55 GONNEGTOR HO -I 51MP50N HTT-4 HOLD-OONN (w/ 55TBI6 AB) b HD -2 5IMP50N MSTGbb STRAP TIE (24" END LENGTH) (MSTGb6B3 ALTERNATE) 15' 51MP50N H25A 51NGLE ROOF TRU55 BEARING ON SPAN HEADER WOOD STUD WA:LL/WOOD BEAM 2)2x8 5PF OR 5YP #2 W/ H4x6 3.5"x5,5" AFP IhE SHORT > 15' 51MPSON HIOA ROOF GIRDER TRU55 BEARING ON ALL SIMPSON HT520 WOOD 5TUD WALVWOOD BEAM H4x10 3.5"x9.5" AFP IhE SHORT 51N6LE ROOF TRU55 OR PORGH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL (2)2x12 2 2x12 5PF OR 57P #2 W/ ROOF GIRDER TRU55 OR FLUSH ALL (2) 51MP50N HETAI6 BEAM BEARING ON CMU hALL 5PAN FADER ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE GONNEGTED WITH GONNEGTOR A5 L15TED ABOVE. LEGEND • ® INTERIOR BEARING WALL • c = _ _ BEARING HALL ABOVE • -..- BEAM / HEADER • LOCATION AND EXTENT OF SHEAR HALL • I : ' : I EXTENT OF OVERFRAMIN& L'- - -'.J INDIGATE5 LOGATION OF REINFORGED GMU GORE M (5EE NOTE5) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN& UNDER P05T OR JAMB ABOVE. HEADER SUBSTITUTION SCHEDULE HOLD-POJNN SCHEDULE SYMBOL SPECIFICATION HO -I 51MP50N HTT-4 HOLD-OONN (w/ 55TBI6 AB) b HD -2 5IMP50N MSTGbb STRAP TIE (24" END LENGTH) (MSTGb6B3 ALTERNATE) 3.5"x5.5" AFP IhE 5HORT LEGEND • ® INTERIOR BEARING WALL • c = _ _ BEARING HALL ABOVE • -..- BEAM / HEADER • LOCATION AND EXTENT OF SHEAR HALL • I : ' : I EXTENT OF OVERFRAMIN& L'- - -'.J INDIGATE5 LOGATION OF REINFORGED GMU GORE M (5EE NOTE5) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN& UNDER P05T OR JAMB ABOVE. HEADER SUBSTITUTION SCHEDULE LABEL DESCRIPTION LABEL DE5GRIPTION (2)2x6 (2)2x6 5PF OR 5YP #2 W/ H4Xb 3.5"x5.5" AFP IhE 5HORT 1/2" PLYWD FLITCH PLATE SPAN HEADER (2)2x8 2)2x8 5PF OR 5YP #2 W/ H4x6 3.5"x5,5" AFP IhE SHORT 1/2" PLYWD FLITGH PLATE SPAN HEADER (2)2x10 (2)2x10 5PF OR 5YP #2 YV H4x10 3.5"x9.5" AFP IhE SHORT I/2" PLYWD FLITCH PLATE SPAN HEADER (2)2x12 2 2x12 5PF OR 57P #2 W/ H4x10 3.5"x95" AFP I.6E 5HORT 1/2" PLYWD FLITCH PLATE 5PAN FADER I. WHERE 5PF OR 5YP #2 BUILT-UP HEADERS ARE 5PEGIFIED ON THE PLAN5, ANTHONY FOREST PRODUGT5 (AFP) IhE 5HORT5PAN HEADERS MAY BE 5UB5TITUTED PER THE HEADER 9U65TITUTION 5GHEDULE ABOVE. 2. AFP IhE 5HORT5PAN HEADERS HAVE THE FOLLOWING MINIMUM PROPERTIE5: E = 1,600,000 psi, Fb = 1,500 psi, Fv = 1755i, Fc -perp = 650 psi. 3. AFP 1.6E 5HORT5PAN HEADERS MAY NOT BE 51,155TITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. 4. REFER TO THE STANDARD HEADER NOTE5 WITHIN GENERAL FRAMING NOTE5 ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. I THIS MODEL HAS BEEN DESIGNED IN AGGORDANGE WITH THE 6th EDITION (2017) FLORIDA BUILDING GODS (SECTION IbOq) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWING COMMUNITIES ONLY: 140 MPH - EXP. G WH15pERIN6 RIDGE 5T. JAMES GR0551N6 SHEARWATER ESTATES WYNDHAM PRESERVE - BRI550N E. HIGHLAND MEADOWS ANY COMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION 8 APPROVAL FROM MULHERN ff KULP STRUGTURAL ENGINEERING. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE, • WOOD FRAME ENGINEERING 15 BASED ON NO5, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION, • DESIGN LOAD5: ROOF LIVE = 20 P5F DEAD = I P5F T.G., 10 P5F B.G. LOAD DURATION FAGTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS) = 30 P5F ® 5LEEPINCa AREAS = 50 P5F o GARAGE DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED RI5K GATEC70RY II 67ENERAL FRAM I NCS • EXTERIOR HOOD STUD BEARING HALL5 SHALL BE 2x4 5PF#2 OR 5YP#2 ® 16 O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR HOOD STUD BEARING WALLS SHALL BE 2x4 SPF OR 5YP STUD' GRAVE LUMBER o Ib" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARHALL5 SHALL BE CONSTRUCTED WITH 2x STUD' GRADE MEMBERS SPACED 0 I6" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD HALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED ® 24" O.C. (MAX). SINGLE TOP PLATES ALLOWED PER 8602.2.2.1, • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK 5TUO 4 (1)2x KIN& STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUO5 REQUIRED, U.N.O.. • ALL HEADER5,13EAM5 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (SYP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS H/ 3-RON5 OF 3"0.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05TS H/ 3"0.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH PAGES 0 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL HOOD FRAMED EXTERIOR HALL5 h/ 1/16" 05B FASTENED W 2Y2"x0.131 NAILS ® 6" O.G. ® EDGE5 4 12" O.G. GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKING AT ALL UNSUPPORTED PANEL EDGES. TYPIGAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO EOUNDATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLONIN6: , • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2,oxIO^b psi • FOR 2 4 3 PLY BEAMS of EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROH5 OF 3"x0.131" NAILS o 8" 0/6 OR 2 80W5Y4"x3Y2" 51MP50N SOS 5GREH5 (OR 3Y2" TRU55LOK 5CREH5) 0 16" OIG. USE A MINIMUM OF 3 RONS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAILS/SCREWS 2" FROM EDGE. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROHS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL NIOTH, FASTEN PLIES TOGETHER WITH 3 RON5 OFY4"xb" SIMPSON 505 5GRENS (OR 6 3/4" TRU55LOK 5GREH5) o Ib" 0/C. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5CREH5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM EDGE. A 50LIP T' BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 HOOD POSTS SHALL HAVE SIMPSON PG4Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR HALL STUDS IN CONTACT w/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 o 24" O.C. 1/15/2015 % S G. �® �• ® s.a e s a • 0. T F a did ��10BAL.E�`®o �9®11111 © copyright: MULHERN & KULP Structural Engineering, Inc. CD = ID E a a ca Z� W � N J4' CL cc W fn � L a W prged number. 181-16018 projed mgr. SDI drawn by: JTS issue date: 03-03-17 REVISIONS: date: HOW: 12/08/17 MK "t 38'-0" " I � I SDI.o 4 SD1.o SDI.o N • I q _ SDI.o N I LU 5.65.0. RECESS PER MANUF=ACTURER 5 I y INSTRUCTION -J I �.- ------ -- I PORGH 5LAB: 3 Y2" GONG. 5LAB ON 6RADE (2500 P51 MIN.) w/ 6x6-W1.4xNI.4 ME5H OR FIBER MESH ON q5% GOMPAGTED FILL OR 1/IR(-51N 501L. i I _ SEE BLOGK PLAN F012 VERTIGAL BAR LOGATION5 I I T m I ( SDI.O I 16-11/2" 14'-2 1/2" I I � I I I SD1.o i I I I I 5 I SDI.o I i PORGH SLAB: 3 Yz" GONG. 5LA13 ON GRADE I (2500 P51 MIN.) w/ 6x6-V4I.4xNI.4 I _ z MESH OR FIBER ME5H ON 15% I N GOMPAGTED FILL OR VIR61N 501L. 8 I J 501.0 I Z Li.' I 0 � _ I D ,r, I Q cv I 2 I L- a. o I a L 2'-0" I I I --- SDI.o I 16"x165"x8" 7 THICKENEDSLAB SDI.O �---- ---- — SLx0 501.0 5'-4" '-4" 116'-0" 2._0.1 38'-0'• SLAB FOUNDATION FLAN 22x34 SCALE: 1/4 =11-011 ELEY. T 110 SCALE: 1 /5 =1 0 0 2 N 6ENERA4 5TRUGTURAL NOTE5 FOUNPATION • DE516N 15 BASED ON 6th EDITION (2017) FLORIDA BUILDIN6 CODE. • FOOTIN6 DE516N - THESE F OOTIN65 HAVE BEEN EN61NEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F=. THESE F=OUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLONABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F= 501L 15 PRESENT, THESE F=OUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO HEATHER OR IN CONTACT H/ CONCRETE OR MASONRY F=OUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 F=ASTENERS IN CONTACT W PRESERVATIVE -TREATED HOOD, CONTACT LUMBER $ HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE F=OLLOHIN6 MINIMUM COMPRESSIVE 5TRENOTH5 IN 28 DAYS, U.N.O.: f'c = 2,500 p51:....... F OOTIN65 2,500 psl:....... SLABS ON 6RADE (INTERIOR d EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL F OOTINCG5 SHALL BEAR AT LEAST 12 BELON FINISH GRADE. • F OOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIR61N 501L OR 1590 COMPACTED F=ILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB ED6E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.G) • MINIMUM LAP SPLIGES ON ALL REINF=ORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF=. • GROUT SHALL BE ASTM G416 F='c=3000 P51 w/ MAX 3/9" A66RE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM Ga0 WITH A MINIMUM GOMPRE551VE 5TREN6TH OF IQOO P51 (F='M = 1500 P51). ALL MORTAR SHALL BE A5TM G270, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 • REINF=ORCED GMU GORES (A5 INDICATED ON PLAN) SHALL El BE REINPORGED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL ALIGN WITH F OOTIN6 DONEL BELON. PROVIDE MIN 30" LAP SPLICE WITH F OOTIN6 DOWEL • GROUT SOLID ALL REINF=ORCED GMU 6ELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS F=ULL LENGTH OF HALL • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH SIDE OF ALL MA50NRY OPENIN65 AND AT ALL HALL CORNERS. • VERTICAL REINF=ORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR HALLS. (A5 5HOHN ON PLANS) • ROU6H OPENINC75 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. 1/15/2015 G. � �m • O 8 r �w • s w • e � vi. 0 s T .� Q copyright: MULHERN & KULP Structural Engineering, Inc. a� J 4 m c '^^ •C iu co W � Cn �. J r C NLd N N 4) N Q W project number 181.16018 project mgr. S D I drawn by. JTS I ssue date. 03-03-17 REVISIONS: date. Initial: 12/08/17 MK REFER TO 5-0.0 FOR TYP I GAL 5TRUGTURAL NOTE5 4 5GHEOUL E5 RIGHT HAND z CL J Z Li.' 0 � D ,r, Q O L- a. o REFER TO 5-0.0 FOR TYP I GAL 5TRUGTURAL NOTE5 4 5GHEOUL E5 RIGHT HAND A~L 0 0 r— m A a 0 START it A'-')" 241-411—, 27'-2" 30'-10" .\ . 35-2" . 38'-0" 5LOCK PLAN. 22x34 5CALE: 1 4"=1'-0" 110 5CALE: 1/8'=1'-0" ELEV. T MA50NRY LINTEL A55EMBL I E5 5EE 5GHEOULE AND SPEGIFIGATION5 FOR ADD'L INFO J GROUT _.. 6ROUT BOTTOM REINF. MARK PRECAST LINTEL. w/ � I I EMBEDDED REINF. PRECAST LINTEL w/ � � EMBEDDED REINF. BOTTOM MB -1 MB -2 m m TOP REINF, TOP REINF. M13-2 VERTICAL 6ROUT SHEAR TIES 6ROUT BOTTOM REINF. m BOTTOM REINF. PRECAST LINTEL w/ EMBEDDED REINF. PRECAST LINTEL w/ I I EMBEDDED REINF. M13-4 � (1) #5 (2) #5 #3 VERTICAL TIES ® 4"o.c. W/ 180 1?E6REE HOOK T45 TH19 5EM3LY REQ. MB -3/ MB -3A SHEAR MB -4/ MB-4At TI REIL T M134A LINTEL5, LINTELS DM16NATW WITH AN MB -36/46 SHALL BE CON51RUGTED THE SAME A5 MB -3/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM 11-4" To 1'-2" BY FIELD GUTTING THE TOP OF THE PRECAST LINTEL DOWN 2". ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME. BOND BEAM REINF SHALL RUN CONT TNRU TOP LINTEL COURSE. MASONRY LINTEL PETALS J REINFORCEMENT =m c MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT MB -1 8F8-OB/OT ----- ----- M13-2 8F8 -113/0T ----- (1) #5 MB -3 BFIb-IB/IT (1) #5 (1) #5 M13-4 81=I6-213/IT (1) #5 (2) #5 #3 VERTICAL TIES ® 4"o.c. W/ 180 1?E6REE HOOK T45 APPROVED LINTEL MANUFACTURER5 ARE: CAST-GRETE, QUALITY PREGA5T GO., AND LOTT'5 CONCRETE. NOTES; 1. ALL LINTEL5 W/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 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 LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. TERMITE PROTECTION - SENTRIGON (AS GH05EN BY BUILDS I. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH THE FBG R318 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 51LAB-ON-611RADE FLOORS 5HALL NOT BE OF GELLUL05E CONTAININ6 MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM HALL 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 5LEEVE. 3. CONDENSATE LINE, IRRI6ATION/5PRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL 015GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 5IDEHALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOGK5. GUTTERS WITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVES OF LE55 THAN 6 INCHES (152mm) HORIZONTAL PROJEGTION EXCEPT FOR 6ABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENERAL 5TRUGTURAL NOTES FOUNOATION • DESIGN 15 BASED ON 6th EDITION (2017) FLORIDA BUILDIN6 CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN EN6INEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516115 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES 6REATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXP05FO TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANCE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED HOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD, • GONGRETE DE51614 BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOHIN6 MINIMUM COMPRE551VE 5TRENGTH5 IN 28 DAYS, U.N,O.: Pc = 2,500 p51:....... FOOTINGS 2,500 psl:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXP05ED TO THE HEATHER SHALL NOT HAVE LE55 THAN 5966 OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTINGS AND 5LA135 ON GRADE SHALL BEAR ON VIRGIN 501L OR 1590 COMPACTED FILL. • PROVIDE CONTROL JOINT5 AT ALL INSIDE CORNERS OF SLAB ED6E5, AND OTHER LOCATIONS HHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.G) *MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END of REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM Gq0 WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 PSI (F'M = 1500 P51). ALL MORTAR SHALL BE ASTM G270, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • F. REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL LM BE REINFORCED w/ (1) #5 BAR VERTIGAL. 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 CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENINC75 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL 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'-O" O.G. IN EXTERIOR WALLS. (A5 5HOWN ON PLANS) • ROUGH OPEN IN65 ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES 2/12/2018 a"� A' Q copyright : MULHERN & KULP Structural Engineering, Inc, W project number. p 181-16018 project mgr. S D I drawn by: JTS issue date; 03-03-17 REVISIONS: date: initials 12108/17 MK 02/12118 MK W J 2 0 Lo J z `` 0 x � o U� 0 Z z J � � � 0_ O sheet: RIGHT HAND S201 J =m c a C d. N N E Q zm W rn c as � N ,0 N r cin W project number. p 181-16018 project mgr. S D I drawn by: JTS issue date; 03-03-17 REVISIONS: date: initials 12108/17 MK 02/12118 MK W J 2 0 Lo J z `` 0 x � o U� 0 Z z J � � � 0_ O sheet: RIGHT HAND S201 in r(,N�RO�O� FRAMING PLAN 22x54 5GALE:110 5CALE- ELEY, T REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SGHEDULES c SDI I J � JTS c a Y c a a`i initial: 12108/17 ca ZNN :3 Lc)Wro co As C/3 +r EU, T N Z co E cn • J Z D g N CC14 0. o M&K project number: 181-16018 project mgr. SDI I drawn 4: JTS issue date: 03-03-17 REVISIONS: date: initial: 12108/17 MK 02112/18 MK LU MWj 0 z sheet: RIGHT HAND S3*1 z LL[L 0 w 2 z oo � ZZ LL. 0. o sheet: RIGHT HAND S3*1 W CMU BLOCK R4.1 FI -FOIL OR (U #5 FROM FTG, TO EQUAL OVER 3/4" FURR STRIPS BOND BEAM. SPLICE TO BE MIN. 30" 3Y2" GONG. SLAB w/ GROUT CELL SOLID WWF OR FIBERMESH REINF. OVER 6 MIL. VAPOR BARRIER ° q 6RADE .: • . III—III=111_1 I hI •a II_IT_i-III-III-' N - -T_=III-III-III: I--III-III=III o -III-ITI-III III -III -III_ II- �fIII=1T_I=T - I, � IT_i I II I I=1T_I=I • I— ll=III— — CLEAN MONOLITHIC COMPACTED FILLFOUNDATION W/ o 15% STANDARD I �_0�� (2) #5 HORIZ. DENSITY MIN. CONT. ON CHAIRS (3' MIN. COVER) WHERE 2ND STORY OCCURS FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 FOOTING SECTION Al BLOCK DETA I L Wall NTB NON -LOAD 13R6. WALL EARA 6E ( INTERIOR d.a4 d. III -I I f--III-III I -I i I -I I I -III =1 I f -III I S I -I I TI I I, I I I I I I„III I 111 I I I I IV I I I I MI I 11; , I l7, (1) #5 CONT. W/ 6” 3" MIN. COVER OFFSET FOOTING NONBEARIN& DETAIL 5 1'S SLOPE 3/4" RECE55 0 SLIDING &LASS, DR. SILL FORMED ON 51TE EXP JOINT SLOPE SILL FORMED ON 51TE 3Y2° GONG. 5LA13 (2500 PS.I) W/ 6x6 10/10 WW.M. AND 6 MIL. m w I VAPOR BARRIER fY a °" ° d °A. 4; d , ° d EXP JOINT a 4 6 5 5 EXTERIOR OUTSWI NG 4 56D POURED BILLS D.ET,41 L 6" GMU BLOCK (1) #5 FROM FT6. TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL 90LIP MATCH CMU LE06E } `6l PER 1/551.0 °. •°., d - Z°' ° °••°.a. °• i &RADE C) - - , .$ ' .:.: ,. �=1 11.=III=111•�� I I N I III—III= I ; .. I III III—I 71 I f-1 I I_I I I—I I :• •� I -T III—I I I- o I—III—III— I. I—i I I—I I IT �—III=� • " ' • III=1 I ( ; �I I I III—III— III—I GLEAN III =III= I I MONOLITHIC COMPACTED FILL I �_0�� FOUNDATION W/ o q5% STANDARD (2) #5 HORIZ. DENSITY MIN. CONT. ON CHAIRS WHERE 2ND STORY W MIN. COVER) 0CCUR5 FT6. SHALL BE 1'-4 WIDE w/ (2) #5 BARS 2 EARA 6E CURB DETAIL SG" ms FILLED CELLS (5EE PLAW :... 4 ° GARAGE ' TOP VIEW ®CORNER F —1 �_-- 6ARME WALL 3 Y2" GONG. 5LAB m 4" d. ° d ,4 III=� I I=I I I 20'x8" THICKENED EDGE W/ (2) #5 CONT. THICKENED EDGE ® GARA 6E DOOR DETA I L SGALC, WIS 6" GMU BLOCK (1) #5 FROM FTG. TO ;. R4.1 FI -FOIL OR BOND BEAM. SPLICE EQUAL OVER 3/4" TO BE MIN. 25" FURR STRIPS GROUT CELL 50LID 3X " GONG. 5LA13 w/ OR FIBERMESH REINF. OVER 6 MIL. VAPOR BARRIER `� � � d, �° • ' °��" -III=1 I I -I I 1=1 I I_ 6RAVE_ _ I -III= 11=1 I I—I I I I D -I I I_-II—=1I III-III=1 I=111— �TI=III =T-1 �f III -1II= 0 IM I IEI d. -111=111-I A/C CHASE PVC —_-I —_ =111 �I I L- SLEEVE TO BE �`-III,;�III=III-III- TWIGS THE DIAMETER OF PROTECTED PIPE @,I�SE DETAIL NT8 Y2" GYP. BD. EA. 515E OF 2x'5 0 16" O.G. STUD PLATE TIES 0 STUD TOP E BOT. OF FASTEN YV/Y4"x5" L0N6 TAPCON5 NOTED ON PLANS) 0 2'-S" O.G. AND 12" MAX FROM END OF WALL OL.E55 N0TED PT. BOT. PLT. OTHERWISE ON PLANS) 77 d 'O r It it I_I I I-ITI-II I :'! 11=1 I I_I I I_I I I -I 8" g" (2) #5 HORIZ. CONT. ON CHAIRS (3' MIN. COVER) WHERE 2ND STORY OCCURS FT6. SHALL BE I'-8" WIDE W/ (3) #5 BARS UPLIFT CONNECTORS SUCH AS, STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON YJALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS e;;N INT. BEARING HALL FOOTING DETAIL Wxa' THICKENED 5LAB W/ (1) #5 CONT. lN% 0111�KENED EDGEDETAIL � 8 CMV BLOCK PROVIDE 30" MIN. LAP SPLICE 3 " CONC. w/ SLAB Y2 (1) #5 VERT. IN WWF OR FIBERMESH 6R0UTED CELL, FULL "< HT. (SEE PLANS FOR REINF. OVER 6 MIL. -I�--LOCATIONS) VAPOR BARRIER d d • a• .a .d d BREAK FACE SHELL TO ALLOW . FOR SLAB GRADE ° ROUT SOLID -ITi=1 I BELOW SLAB DOWN TO FOOTING (1) #5 DOWEL W/ b" 4' 12"x16" CONT. CONT. HOOK (SEE PLANS FT6. W/ (2) #5 HORIZ. FOR LOCATIOW CONT. ON CHAIRS (3" MIN. GOVER) I I DROPPED GRAVE DETAIL L WAU, NS WAW: NT'8 b" CMU BLOCK BEYOND R4.1 FI -FOIL OR EXTERIOR 5008 EQUAL OVER W FUZR STRIPS 3Y2" GONG. SLAB W/ MTL. THRESHOLD WWF OR FIBERMESH SET IN SEALANT REINF. OVER 6 MIL. PORCH SLAB VAPOR BARRIER (SEE PLANS) • .4 d °. IF i ° III_1=III=III i II ITf_I )1=IIIA i III-III-III__I � I '-i i I-III=1 I I -I I' • .. I I=�_.-III-I I 11-11-1-11 I I-_III_I 1 Ed I ° d ..... 1-_II1=1 IF GLEAN COMPACTED' I I=III=III I I 1=III FILL o q5% STANDARD -III-I 11=11 _ _ Ill -it DENSITY AND TERMITE T=1 I I III—�_=�_ 111=I I L=1 I I -III -I I i-� MONOLITHIC TREATED " III=1 I I FOUNDATION W/ (2) #5 HORIZ. I 1-011CONT. ON CHAIRS MIN. 0" MIN. COVER) WHERE 2ND STORY OCCURS FT6. SHALL BE 1'4" WIDE W/ (2) #5 BARS 8 Uvl"l DOOR DETAIL L S" CMU BLOCK R4.1 FI -FOIL OR EQUAL OVER 3/4" (1) #5 FROM FT6. TO FURR STRIPS BOND BEAM. SPLICE t TO BE MIN. 30" }_; 3Y2" GONG. 5LAB w/ GROUT CELL SOLID WWF OR FIBERMESH REINF. OVER 6 MIL. PORCH SLAB \ VAPOR BARRIER (SEE FLAW — d ° ° e .4 • - �° .• � � I -III -I I I -III -III .d. • I -III -III -III -I 11- d ° -1 _I I -I I I -I I I -I I I -I i I- _ EXP JOINT I -_ III III -III -I i 1=1 _-III-I I I I -III -I 11=1 �I I f=11T • A 4 III -1 I I -J I -I 11Tf -III=1 1=III=1 I I-_, MONOLITHIC I -III -III GLEAN , .III- FOUNDATION W/ 1=I 11.-1 I I - COMPACTED FILL1(2) #5 HORIZ. 0 q5% STANDARD I"0�� GONT. ON GHAIR5 DENSITY MIN. (3" MIN. COVER) WHERE 2ND STORY OCCURS FT6.5HALL BE 1'-4" WIDE W/ (2) #5 BAR5 EXTERIOR WALL ® PORCH SLAB DETAIL X12 WA. ms 1/15/2018 ,w��e�aotm®yon °r 4r r: •r m be • 0 s a C) rr or k9 A ® 0 A� �I ® ®®®®® Q copyright: MULHERN & KULP Structural Engineering, Inc. a� J � NpQ ai Q7 a. — 4 co Z� CA +� Ttl� .��'E W cn an D NCn .— �L Ir W project number. 181"16018 project mgr. S D I drawn by: JTS issuedate: 03-03-17 REVISIONS: dad: initial: 12/08/17 MK I NTE R I OR Y2" GYP. 65. EA. 51DE OF 2x415 0 16" O.G. J 6,hR,GE FASTEN W/Y4"x5" LONG TAPCON5 AND 12" MAX FROM L. 0 2'-e' O.G. 21/4" END OF WALL 0NLE55 NOTED 1 1 /2" OTHERWISE ON PLANS) (Y STUD PLATE TIES 0 STUD PT BOT. PLT. I TOP t BOT. (IF NOTED ON PLANS) q.. °V.4 '• y•r • e. .,,° a ° z ►L ,d ° (2) #5 HORIZ.—/ 10 10, CONT. ON CHAIRS (3" MIN. COVER) ��w UPLIFT CONNECTORS SUCH AS, STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIFT F0RGE5 (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UdLF-55 NOTED OTHERWISE ON PLANS OFFSET FO0 TING BEArRI N0 DETA I L WAW: NT'8 b" CMU BLOCK BEYOND R4.1 FI -FOIL OR EXTERIOR 5008 EQUAL OVER W FUZR STRIPS 3Y2" GONG. SLAB W/ MTL. THRESHOLD WWF OR FIBERMESH SET IN SEALANT REINF. OVER 6 MIL. PORCH SLAB VAPOR BARRIER (SEE PLANS) • .4 d °. IF i ° III_1=III=III i II ITf_I )1=IIIA i III-III-III__I � I '-i i I-III=1 I I -I I' • .. I I=�_.-III-I I 11-11-1-11 I I-_III_I 1 Ed I ° d ..... 1-_II1=1 IF GLEAN COMPACTED' I I=III=III I I 1=III FILL o q5% STANDARD -III-I 11=11 _ _ Ill -it DENSITY AND TERMITE T=1 I I III—�_=�_ 111=I I L=1 I I -III -I I i-� MONOLITHIC TREATED " III=1 I I FOUNDATION W/ (2) #5 HORIZ. I 1-011CONT. ON CHAIRS MIN. 0" MIN. COVER) WHERE 2ND STORY OCCURS FT6. SHALL BE 1'4" WIDE W/ (2) #5 BARS 8 Uvl"l DOOR DETAIL L S" CMU BLOCK R4.1 FI -FOIL OR EQUAL OVER 3/4" (1) #5 FROM FT6. TO FURR STRIPS BOND BEAM. SPLICE t TO BE MIN. 30" }_; 3Y2" GONG. 5LAB w/ GROUT CELL SOLID WWF OR FIBERMESH REINF. OVER 6 MIL. PORCH SLAB \ VAPOR BARRIER (SEE FLAW — d ° ° e .4 • - �° .• � � I -III -I I I -III -III .d. • I -III -III -III -I 11- d ° -1 _I I -I I I -I I I -I I I -I i I- _ EXP JOINT I -_ III III -III -I i 1=1 _-III-I I I I -III -I 11=1 �I I f=11T • A 4 III -1 I I -J I -I 11Tf -III=1 1=III=1 I I-_, MONOLITHIC I -III -III GLEAN , .III- FOUNDATION W/ 1=I 11.-1 I I - COMPACTED FILL1(2) #5 HORIZ. 0 q5% STANDARD I"0�� GONT. ON GHAIR5 DENSITY MIN. (3" MIN. COVER) WHERE 2ND STORY OCCURS FT6.5HALL BE 1'-4" WIDE W/ (2) #5 BAR5 EXTERIOR WALL ® PORCH SLAB DETAIL X12 WA. ms 1/15/2018 ,w��e�aotm®yon °r 4r r: •r m be • 0 s a C) rr or k9 A ® 0 A� �I ® ®®®®® Q copyright: MULHERN & KULP Structural Engineering, Inc. a� J � NpQ ai Q7 a. — 4 co Z� CA +� Ttl� .��'E W cn an D NCn .— �L Ir W project number. 181"16018 project mgr. S D I drawn by: JTS issuedate: 03-03-17 REVISIONS: dad: initial: 12/08/17 MK J F W J z ►L 0 0 ��w � a. o SD 1 *0 (4)23/8'X0.113" R5. TOE NAIL5 VALLEY 5ET OVERFRAMING TRU55 FASTEN EACH OVERFRAMED TRU55 END TO TRU55 BELOW WITH (I) 51MP50N MT5I2 CLIP OVERFRAMING ROOF 5HEATHIN6 23/8"x0.113" R.5. NAIL5 @ 6" O.G. (EDGE NAIL) 23/8"X0.113 R.5. NAIL5 ® 6" O.G. MAIN ROOF 5HEATHIN6 N ROOF TRU555 0 r. * PROVIDE Y2" DIA. x (9 YY LONG 51MP50N TITEN HD OR APPROVED EQUAL IN PLACE OF J -BOLT IF M155ED DURING GON5TRUGTION &LA : NTS III DOOR DUCK DETAIL 2x4 GATS ® 16"o.c. ALL LAP5 IN MA50NRY 25" -RUNNING BAR--� #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. WALL REINFORCING DETAIL L SCALL': NTS -�--- BOND -BEAM on _,,_- GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-CRETE WINDOW SILL, OR EQUIV. --, FASTENED TO GABLE END FASTEN 5HEATHING TO 2 TRU55 w/ (2)3"x0.131" BLOCKING w/ 23/8"X0.113" TOENAILS. R 5 NAILS ® 4"0 G FASTEN ROOF 5HEATHIN6 3 II 11 12" MAX 2'-0" MIN TO FA5GIA WITH 2/8 X0.113 I ROOFS R.S. NAIL5 ® 6 O.G. SHALL BE I' GABLE END VERTICAL WEB DONT. 24" MIN REINFORCING A5 REQURIED ONTO ROOF BY TRU55 MANUR `51MP50N HGAMIOKTA SEE UPLIFT CONNECTOR 2x FASCIA i5GHEDULE ON PLAN5 FOR CLIP 0 36"O.G. ° CONNECTOR 5PECIFIGATION5 EXTERIOR 5HEATHIN6 EDGE -5EE ARCH NAILING - 2),2"X0.151" NAIL5 PROVIDE M015TURE BARRIER ® 6"O.C. 8" GMU BOND BEAM PLATE (51MP5ON T55 OR 51M) ° GA5T-CRETE WINDOW SILL, OR EQUIV. - DOUBLE WINDOW MASONRY PIER DETA I L L sCALL: NTS 2x4 BLOCKING w/ (3)3 Y4"x0.131 " TOENAILS EACH END (4) 3 NIx0.131" NAIL5 W/ (1) #5 DONT. ® EACH TRU55. PROVIDE M015TUREL BARRIER PLATE BELOW 2x4 BRACE vi/2x4 T -BRACE, PROVIDE 2x4 BLOCKING 8" REINF. GMU WALL 5PAGED ® 4'-0" O.G. MAX. -5EE PLAN FOR VERT. VERT WALL REINF. TO WOOD MEMBER5 ON GMU FASTEN 2x4 TO 'T' w/ 3Y4"x0.131" BA y :� O.G. O FIRST (3) EE PL REINF. SPECS EXTEND INTO BOND BEAM (51MP50N T55 OR 51M.) NAIL5 ® 12" O.G. BAYS OF ROOF TRU55E5-GUT TO FIT 8" GMU BOND BEAM w/ TIGHT BETWEEN TRU55 S6 SECTION (1) #5 BAR DONT. VERT WALL REINF. TO BOTTOM GHORD5 EXTEND INTO BOND BEAM 8 REINF. GMU WALL FASTEN DRYWALL TO -5EE PLAN FOR VERT. BLOCKING w/ 5GREW5 4 HORZ. REINF. 5PEG5 /NAIL5 ® 6" O.G. �.� SECW11 N SCALL: (I) #5 IN ®I11� f X018 BOND BEAM ���S G ®�® ®r®r ® i NOTES: I . -.rt—BOND-BEAM—i"" I --------------- • �r I. 2X PT 6UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW r r" W/ FASTEN BUCK TO MA50NRY (1) ROW OF W(,"x4" TAPGON5 6" FROM ENDS (U #5 BAR IN PRECAST LINTEL I ®•. S T 01- •- 40 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. RECESSED I (2) #5's VERTICAL IN GROUT FILLED PRECAST 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. STRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHERS IN THIS CELL. IN WALLS GREATER THAN 30 ®►aeraeea HEADER CASE } WIDE, ONLY (1) #5 15 REQUIRED © copyright ; MULHERN & KULP 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X I (1) #5 VERTICAL IN GROUT FILLED CELL structural Engineering, Inc. BUGKED OPENING, U5E (3) ROWS OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. ®' (IF REQ D PER PLAN) EA. 5UGGE551VE BUCK. a 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING ENTIRE COLUMN TO BE GROUT FILLED IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FASTENING) ARE MET. I 0-0 J FIN. L. J c 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) PROVIDE # OF DOWELS ®SLAB TO a ROW5 OF 2 YYW.131" NAIL5 ® 161 O.G. FA5TEN WINDOW TO 2X PER WINDOW MATCH VERT. BARS w/ 30" MIN .� MANUFACTURER'S SPECS. LAP SPLICE +� BUCK SPECIFIED - � BY WINDOW/DOOR NOTE: ALL HOOK5 AND 5PLIGE5 TO BE GON5TRUGTED AND SIZED PER NOTES z MANUFACTURER 6ARA6E DOOR N �' W VERT. REINFORCING DETAIL = E DOOR BUCK DETAIL J SCALL: Ns SCALL= NTS --� (D c� fn � N �m �a 5EE DETAIL 56 ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION IFO NOT 5HOWN HERE A5TEN EA. ROOF TRU55 TO GMU / 51MP50N HT5MI(b TWI5T STRAP. A5TEN STRAP TO GMU wl (4) Y4' )IA. x 2 Y4' LONG TITEN 5GREW5 'ROVIDE MOISTURE BARRIER 'LATE (51MP50N T55 OR 51M.) :AGH TRU55. 'ROVIDE 2x FLAT BLOGKING FIT 'IGHT TO ROOF TRU55E5 ® EVERY )THER BAY FASTENED TO GMU w/ (3) j" DIA. x 3Y2" LONG TAPGON5. :A5TEN BLOCKING TO ROOF TRU55E5 4/ (2) 3 Y4"x0.131" NAIL5 ® EA. END. P RN/4'4-0'FIT DETAIL C ,.A - ,- ...., 6" O.G. ROOF TRU55E5 -5EE PLAN — 8" GMU BOND BEAM w/— (1) #5 BAR5 CONT. 8" REINF. GMU WALL —' -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 51MP50N HGAMIOKTA CLIP ® 46"O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 5EE UPLIFT CONNECTOR 56HEOULE ON PLAN5 FOR CONNECTOR 5PECIFIGATION5 2x6 CEILING BLOCKING ® 48"O.G. FASTEN 6YP5UM CEILING TO BLOCKING w/ 2 Y2"x0.131" NAIL5/ DRYWALL 5GREW5 ® 4"O.G. AND FASTEN BLOCKING INTO TOP PLATE OF WALL w/ (1) Y4'x3 Y2" LONG TAPGON 5GREW ® 6"O.G. VERT WALL REINF. TO ' EXTEND INTO BOND BEAM 60 SECTION 6� M TIONSCALL= 9/4"sl'-0' : 9/4'•I'-0' TYP I CAL OVERFRAM I NG DET,�IL NOTE5: UTILIZE 2—PART EPDXY OR OTHER 0���OTION I. 2x8x12" P.T. (L OF OPENING CENTER 13UGK `O 5EE TYP. FOUNDATION 51MPS0N ET EPDXY). DETAILS FOR ADDITIONAL M&K project number. 2• PROVIDE FOR DOWEL, INFORMATION NOT SHOWNf3L of 3/4BRUD5H GLERN 0 Y2' DIA. J -BOLT* 3. FOLLOW MANUF. INSTALLATION (5EE BELOW) --. INSTRUCTIONS. 2X4 P.T. TOP BUCK P��l mgr SDI FUTURE 8" CMU BLOCK—I--t/1--r Y' 00 2X8 P.T. BUCK EACH 51DE OF OPENING LOCATED PER f'I.-AN L drawn by: JTS PROVIDE (5))/2" DIA. J -BOLT* W/ 5Y2" �b • EMBEDMENT AT EACH DOOR BRACKET, #5 DOWEL,' PROVIDE I �� — EACH 51DE OF DOOR. PROVIDE (1) Y2" x W&" REVISIONS: THICK WASHER W/ EACH ANCHOR 05T BOLT '�— z TO BE 5PAGEDIIAPPROMAX AXIMATELY V. CURB 24ALLY " O.G) 0 r. * PROVIDE Y2" DIA. x (9 YY LONG 51MP50N TITEN HD OR APPROVED EQUAL IN PLACE OF J -BOLT IF M155ED DURING GON5TRUGTION &LA : NTS III DOOR DUCK DETAIL 2x4 GATS ® 16"o.c. ALL LAP5 IN MA50NRY 25" -RUNNING BAR--� #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. WALL REINFORCING DETAIL L SCALL': NTS -�--- BOND -BEAM on _,,_- GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-CRETE WINDOW SILL, OR EQUIV. --, FASTENED TO GABLE END FASTEN 5HEATHING TO 2 TRU55 w/ (2)3"x0.131" BLOCKING w/ 23/8"X0.113" TOENAILS. R 5 NAILS ® 4"0 G FASTEN ROOF 5HEATHIN6 3 II 11 12" MAX 2'-0" MIN TO FA5GIA WITH 2/8 X0.113 I ROOFS R.S. NAIL5 ® 6 O.G. SHALL BE I' GABLE END VERTICAL WEB DONT. 24" MIN REINFORCING A5 REQURIED ONTO ROOF BY TRU55 MANUR `51MP50N HGAMIOKTA SEE UPLIFT CONNECTOR 2x FASCIA i5GHEDULE ON PLAN5 FOR CLIP 0 36"O.G. ° CONNECTOR 5PECIFIGATION5 EXTERIOR 5HEATHIN6 EDGE -5EE ARCH NAILING - 2),2"X0.151" NAIL5 PROVIDE M015TURE BARRIER ® 6"O.C. 8" GMU BOND BEAM PLATE (51MP5ON T55 OR 51M) ° GA5T-CRETE WINDOW SILL, OR EQUIV. - DOUBLE WINDOW MASONRY PIER DETA I L L sCALL: NTS 2x4 BLOCKING w/ (3)3 Y4"x0.131 " TOENAILS EACH END (4) 3 NIx0.131" NAIL5 W/ (1) #5 DONT. ® EACH TRU55. PROVIDE M015TUREL BARRIER PLATE BELOW 2x4 BRACE vi/2x4 T -BRACE, PROVIDE 2x4 BLOCKING 8" REINF. GMU WALL 5PAGED ® 4'-0" O.G. MAX. -5EE PLAN FOR VERT. VERT WALL REINF. TO WOOD MEMBER5 ON GMU FASTEN 2x4 TO 'T' w/ 3Y4"x0.131" BA y :� O.G. O FIRST (3) EE PL REINF. SPECS EXTEND INTO BOND BEAM (51MP50N T55 OR 51M.) NAIL5 ® 12" O.G. BAYS OF ROOF TRU55E5-GUT TO FIT 8" GMU BOND BEAM w/ TIGHT BETWEEN TRU55 S6 SECTION (1) #5 BAR DONT. VERT WALL REINF. TO BOTTOM GHORD5 EXTEND INTO BOND BEAM 8 REINF. GMU WALL FASTEN DRYWALL TO -5EE PLAN FOR VERT. BLOCKING w/ 5GREW5 4 HORZ. REINF. 5PEG5 /NAIL5 ® 6" O.G. �.� SECW11 N SCALL: (I) #5 IN ®I11� f X018 BOND BEAM ���S G ®�® ®r®r ® i NOTES: I . -.rt—BOND-BEAM—i"" I --------------- • �r I. 2X PT 6UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW r r" W/ FASTEN BUCK TO MA50NRY (1) ROW OF W(,"x4" TAPGON5 6" FROM ENDS (U #5 BAR IN PRECAST LINTEL I ®•. S T 01- •- 40 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. RECESSED I (2) #5's VERTICAL IN GROUT FILLED PRECAST 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. STRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHERS IN THIS CELL. IN WALLS GREATER THAN 30 ®►aeraeea HEADER CASE } WIDE, ONLY (1) #5 15 REQUIRED © copyright ; MULHERN & KULP 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X I (1) #5 VERTICAL IN GROUT FILLED CELL structural Engineering, Inc. BUGKED OPENING, U5E (3) ROWS OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. ®' (IF REQ D PER PLAN) EA. 5UGGE551VE BUCK. a 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING ENTIRE COLUMN TO BE GROUT FILLED IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FASTENING) ARE MET. I 0-0 J FIN. L. J c 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) PROVIDE # OF DOWELS ®SLAB TO a ROW5 OF 2 YYW.131" NAIL5 ® 161 O.G. FA5TEN WINDOW TO 2X PER WINDOW MATCH VERT. BARS w/ 30" MIN .� MANUFACTURER'S SPECS. LAP SPLICE +� BUCK SPECIFIED - � BY WINDOW/DOOR NOTE: ALL HOOK5 AND 5PLIGE5 TO BE GON5TRUGTED AND SIZED PER NOTES z MANUFACTURER 6ARA6E DOOR N �' W VERT. REINFORCING DETAIL = E DOOR BUCK DETAIL J SCALL: Ns SCALL= NTS --� (D c� fn � N �m �a 5EE DETAIL 56 ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION IFO NOT 5HOWN HERE A5TEN EA. ROOF TRU55 TO GMU / 51MP50N HT5MI(b TWI5T STRAP. A5TEN STRAP TO GMU wl (4) Y4' )IA. x 2 Y4' LONG TITEN 5GREW5 'ROVIDE MOISTURE BARRIER 'LATE (51MP50N T55 OR 51M.) :AGH TRU55. 'ROVIDE 2x FLAT BLOGKING FIT 'IGHT TO ROOF TRU55E5 ® EVERY )THER BAY FASTENED TO GMU w/ (3) j" DIA. x 3Y2" LONG TAPGON5. :A5TEN BLOCKING TO ROOF TRU55E5 4/ (2) 3 Y4"x0.131" NAIL5 ® EA. END. P RN/4'4-0'FIT DETAIL C ,.A - ,- ...., 6" O.G. ROOF TRU55E5 -5EE PLAN — 8" GMU BOND BEAM w/— (1) #5 BAR5 CONT. 8" REINF. GMU WALL —' -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 51MP50N HGAMIOKTA CLIP ® 46"O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 5EE UPLIFT CONNECTOR 56HEOULE ON PLAN5 FOR CONNECTOR 5PECIFIGATION5 2x6 CEILING BLOCKING ® 48"O.G. FASTEN 6YP5UM CEILING TO BLOCKING w/ 2 Y2"x0.131" NAIL5/ DRYWALL 5GREW5 ® 4"O.G. AND FASTEN BLOCKING INTO TOP PLATE OF WALL w/ (1) Y4'x3 Y2" LONG TAPGON 5GREW ® 6"O.G. VERT WALL REINF. TO ' EXTEND INTO BOND BEAM 60 SECTION 6� M TIONSCALL= 9/4"sl'-0' : 9/4'•I'-0' A. GRADE _ 11=1 11=1 I I=III=1 I I- -I l—I I FEE —III—I I— Q �I I f -i � i;, III ,. ".�.a ' "• `•• I I—III-1 III I I III e _ . I-1 11Hill - MISSED DOWEL RETROFIT DETAIL SCALL= Nis SIM. • 04 S'RM MR DItONNCD mRAGL ,,,, v) W 0 Z FASTEN ROOF 5HTG. TO A HIP G T w/ 23/ "X0113" PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LESS THAN I Y2' FROM CONNECTOR, WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. �— ROOF TRU55 PERPENDICULAR TO WALL 8" GMU BOND BEAM W/ (1) #5 GONT. 8 REINF. GMU WALL -5EE PLAN FOR VERT. s HORZ. REINF. 5PEG5 R.5. NAIL5 ® 6" O.G. HIP G.T. UPLIFT CONNECTOR -5EE PLAN HIP JACK TRUSSES ROOF TRU55E5 -5EE PLAN i FASTEN BOTTOM CHORD OFU1 iTi G.T. TO TOP OF WALL w/ IJ.d 8" GMU BOND BEAM W 51MP5ON HGAMIOKTA CLIP 0 (1) #5 BAR5 CONT. ® 481O.G. Imo; 8VERT WALL REINF. TO " REINF. GMU WALL "f w -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM 4 HORZ. REINF. 5PEG5 z ME TION0 s/LNsI1 W z� z T 3 LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN� a x TH 15 HOME 4 5HALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY I ND I GATED sheet: DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. NOTE5: UTILIZE 2—PART EPDXY OR OTHER I. ENGINEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION 51MPS0N ET EPDXY). DETAILS FOR ADDITIONAL M&K project number. 2• PROVIDE FOR DOWEL, INFORMATION NOT SHOWNf3L of 3/4BRUD5H GLERN HERE 3. FOLLOW MANUF. INSTALLATION 181-16018 INSTRUCTIONS. P��l mgr SDI FUTURE 8" CMU BLOCK—I--t/1--r Y' #5 VERT. BAR TO BE LOCATED PER f'I.-AN L drawn by: JTS DRILL 6" INTO EXIST'G — I SLAB, EPDXY t DRIVE I I Q IN GROUTED CELL issue date: 03-03-17 #5 DOWEL,' PROVIDE I �� — REVISIONS: MIN. 30" LAP SPLICE I I O z date: initial: = I I I x 12/08/17 MK . . .. ' • . 4 A. GRADE _ 11=1 11=1 I I=III=1 I I- -I l—I I FEE —III—I I— Q �I I f -i � i;, III ,. ".�.a ' "• `•• I I—III-1 III I I III e _ . I-1 11Hill - MISSED DOWEL RETROFIT DETAIL SCALL= Nis SIM. • 04 S'RM MR DItONNCD mRAGL ,,,, v) W 0 Z FASTEN ROOF 5HTG. TO A HIP G T w/ 23/ "X0113" PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LESS THAN I Y2' FROM CONNECTOR, WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. �— ROOF TRU55 PERPENDICULAR TO WALL 8" GMU BOND BEAM W/ (1) #5 GONT. 8 REINF. GMU WALL -5EE PLAN FOR VERT. s HORZ. REINF. 5PEG5 R.5. NAIL5 ® 6" O.G. HIP G.T. UPLIFT CONNECTOR -5EE PLAN HIP JACK TRUSSES ROOF TRU55E5 -5EE PLAN i FASTEN BOTTOM CHORD OFU1 iTi G.T. TO TOP OF WALL w/ IJ.d 8" GMU BOND BEAM W 51MP5ON HGAMIOKTA CLIP 0 (1) #5 BAR5 CONT. ® 481O.G. Imo; 8VERT WALL REINF. TO " REINF. GMU WALL "f w -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM 4 HORZ. REINF. 5PEG5 z ME TION0 s/LNsI1 W z� z T 3 LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN� a x TH 15 HOME 4 5HALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY I ND I GATED sheet: DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5.