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3887 Saltmarsh Lp 18-1033 (a)■ INDEX GENERAL NOTES. 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY FL 1.0.2 SLAB PLAN'U' DISCREPANCIES SHALL BE REPORTED TO TO THE BUILDER FOR JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS FL 1.3 FLOOR PLANS'U' SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT FL 4.1 SECTIONS ARE NOT REPORTED TO THE BUILDER. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHA/VA MPS. 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE FL 5.3 ELEVATIONS'U' LOCAL CODE) AND MUST REST ON UNDISTURBED FL 5.3.1 ELEVATIONS'U' FL 5.3.2 ROOF PLAN v' SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. FL 6.3 UTILITY PLANS `U' 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. D-1 DETAILS 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 & ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS R�coRt�co� 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 GAUGE CORROSION - REVIEWED POP CODE COMPLIANCE RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT PLA SE AMINER FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR 4-a-4 DATE TEBELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SANFQRD BUILDIN DIVISION SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES AENSET ISSUED EDWI H CONSTRUED TO NOT ABOVE THE EARTH OR 2 INCHES ABOVE PAVED LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET AREAS. THE WEATHER RESISTANT BARRIER SHALL ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OFA PERMIT PREVENT LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH ` UIRIN ACORDING OFFICIAL FROM SHALL COVER AND TERMINATE ON THE ATTACHMENT REQUIRING A CORRECTION OF ERRORS IN PLANS; CONSTRUCTION OR VIOLATIONS OF THIS CODE FLANGE OF THE WEEP SCREED, PER F.B.C.R. 16TH EDITION ( 2017) RESIDENTIAL WATER RESISTIVE BARRIERS COMPACTION TEST INSTALLED OVER WOOD BASED SHEATHING SHALL REQUIRED INCLUDE A WATER RESISTIVEVAPOR PERMEABLE Results to bevertfled BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D at Slab inspection PAPER. STUCCO APPLICATION AND CURING PER FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL OR IN e ACCORDANCE WITH ASTM C 926. x#18- 1033 m N� MULHERN+KULP�*� °` ° residential structural engineering n VOT 20 South Maple Street, Suite 150 • Ambler, PA 19002 'e °®®a P215.646.8001 • mulhemkulp.com� plv ISSUE DATE: LMFOR REVIEW REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N 14TIONS UNHEATED S.F. GARAGE PORCH PATIO/COVERED PATIO TOTAL 411 44 80 535 ms REVISIONS: te) co 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 r LAST REVISION LAST SAVED BY: J T � N w N CCN Z LU oc Q > W O 0 V a0N 0 SHEET NO: CS=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. FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE ,F2 LINE OF FRAMED WALL ABOVE U0 21-8" 101-011 281-011 16-411 2'-2" 16'-4" 21-211 201.8" 71-4" 281-0" SLAB PLAN ,U, a�y 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT W a. cc PATIO SLAB 9 MULHERN+KULP 0 W 3 (L ca BO 'ol ..0 r u) REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS VIA co C? MAIN SLAB 8'-8 3/4" NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. L.. co ..... C.) ............ CM iT 01 VERIFY UNDERSLAB co cr) I I V) CONDUIT AT cr) KITCHEN ISLAND LO T-71 /2" T-9 1/4" Ln II L—A . . . . . . . . . . ....... ... . ........... . . . . . . . . . . . . . . . . . . . . . . . . f"*'*** V"" 71 ii 20'-Q ii ii iiii \' i . 8'-0" ? ji 1i ii ii , I' (7W H CO It .3 PORCH SLABo W WREINFORCE PER LOCAL cJn Zo a. CODE AND ENGINEER'S to cn SPECIFICATIONS a C\1 9 11-411. 4'-8" 1'-411 GARAGE SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S Q SPECIFICATIONS Fi 2'-2" 16'-4" 21-211 201.8" 71-4" 281-0" SLAB PLAN ,U, a�y 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT CZ 0 ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. @ 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 1.0.2 MULHERN+KULP residential structural engineering 20 South Maple Street Suite 150 • Ambler, PA 19002 p215.646.8001 * mulhomkulp.m 'ol ..0 r CZ 0 ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. @ 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 1.0.2 WALL LEGEND \\I FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER 8" CMU WALL W/ 2X WOOD FURRING 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. 11 HALF WALL, HEIGHT AS NOTED 12 INTERIOR SOFFITS: FFL = 8'-1" U.N.O. SFL = 7'-6" U.N.O., OPT. CASED OPENING U.N.O. 13 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED 16 SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS 9A'-ni, FIRST FLOOR PLANU 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT a 2 MULHERN+KULP residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.6462001 • mulhemkulp.com rat *W aqdw Wvmb WAW toft VOTuti SECOND FLOOR PLAN 'U' 2 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT ISSUE DATE: 10.02.17 .FOR REVIEW REVISIONS: — i These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: 0 SHEET N0: FL 13 E IV Ar pq MULHERN+KULP residential structural engineering1e 0 20 South Maple Street, Suite 150 • Ambler, PA 19002 O FR RJ °� p215.646.8001 • mulhemkulpcom ��,9` �'� ro .... M ° _ act Ikihan+Kdph�s ehumuemyndhn ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: ROOF TRUSSES PER STRUCTURAL ENGINEER 2ND FLOOR PL. HT. 2ND FL. WDW. HT. \� LOFT WIC T W J 8'-1" CLG. 8'-1" C!- . i a It / N T CV t� rh 2ND FLOOR FIN. FLR.-47 1ST FLOOR PL. HT. civ r — CM O Uj rh 1ST FL. WDW. HT. > ImmA 0 a O W PANTRY EN �, J Cn Cl) n G. o� T� LU � cri rh 1ST FLOOR FIN. FLR. — ......... J. ........... II(....... ::.....,EI...................i. ........, cc r~ '.... — _ .:III........:..II�........... Q BUILDING SECTION 1 'U' 3 1 W= 1'-0" FAT LAYOUT = 1'-0" AT 11 " X 17" LAYOUT SHEET NO: FL 4.1 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: 1ST FLOOR = T-4" U.N.O. ON ELEVATIONS 2ND FLOOR – 7'-1" U N 0 ON ELEVATIONS 3RD FLOOR = T-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 2ND FLOOR PL. HT._ WRITTEN INSTRUCTIONS. ND FL. WDW. HT. ELEVATION KEYNOTE LEGEND 2ND FLOOR FIN. FLR. _ E1 ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFMALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/44 CORNER TRIM BOARDS E15 PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 ISTUCCO SMOOTH SAND FINISH U.N.O. 3RD FLOOR = T-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 2ND FLOOR PL. HT._ WRITTEN INSTRUCTIONS. ND FL. WDW. HT. 6" FASCIA iO FRONT ELEVATIONU 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 11 1ST FLOOR FIN. FLR. r 4" E 1 6� 2ND FLOOR FIN. FLR. _ ST FLOOR PL. HT. _ E16 10" 1 ST FL. WDW. HT. N Z E19 SMOOTH N T m N m m O COACH LIGHT m PER BUILDER _ 0 rh 1ST FLOOR FIN. FLR47 _ N 6" FASCIA iO FRONT ELEVATIONU 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 11 1ST FLOOR FIN. FLR. n ,-, REAR ELEVATIONU 2 1 /4" VV -0" AT 22"X34"' LAYOUT1 /8"= 1'-0" AT 11' X 17" LAYOUT w 0 N N G ® 0 MULHERN+KULP ,"! residential structural engineering- o 'G T s 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulhemkulp.com �����°..O R +rup udna ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: r � � 04 T � N N W O Z > 14 J 0 W CLN W 0 0 SHEET NO: FL 53 0 N Z T m O m n ,-, REAR ELEVATIONU 2 1 /4" VV -0" AT 22"X34"' LAYOUT1 /8"= 1'-0" AT 11' X 17" LAYOUT w 0 N N G ® 0 MULHERN+KULP ,"! residential structural engineering- o 'G T s 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulhemkulp.com �����°..O R +rup udna ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: r � � 04 T � N N W O Z > 14 J 0 W CLN W 0 0 SHEET NO: FL 53 ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE 2016 FLORIDA RESIDENTIAL CODE SECT. 312.2. NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1 ST FLOOR = 7'-4" U.N.O. ON ELEVATIONS 2ND FLOOR = 7'-1" 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. 2ND FLOOR PL. HT. _ 2ND FL. WDW. HT. E13 N_ LO 12 5[� 12 15 :ASCIA 2LEFT ELEVATIONU 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT % d 14% o MULHERN+1KULP_.1 J° residential structural engineering o: 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mu/hemkulpcom 0 M AMIY,� eadymdhs notes nYbdtootherobdprneo. + 0 C ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: 0 SHEET N0: FL 5.3.1 ELEVATION KEYNOTE LEGEND E1 ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFMALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/44 CORNER TRIM BOARDS E15 PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 I STUCCO TRIM E22 ISTUCCO SMOOTH SAND FINISH U.N.O. 2ND FLOOR PL. HT. _ 2ND FL. WDW. HT. E13 N_ LO 12 5[� 12 15 :ASCIA 2LEFT ELEVATIONU 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT % d 14% o MULHERN+1KULP_.1 J° residential structural engineering o: 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mu/hemkulpcom 0 M AMIY,� eadymdhs notes nYbdtootherobdprneo. + 0 C ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: 0 SHEET N0: FL 5.3.1 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 PRODUCT SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING I -PERM INSTALLED ON THE WARM -IN - BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE SUCH THAT INSULATION DOES NOT OBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY FREE AIR MOVEMENT AS REQUIRED BY THE OWNER. VERIFY WITH MANUFACTURER OF HIGH AND LOW BUILDING OFFICIAL. VENTS TO BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE REQUIRED VENTILATION SHALL BE ALL OVERLAP FRAMED ROOF AREAS SHALL MAINTAINED. PROVIDE INSULATION STOP SUCH THAT HAVE OPENINGS BETWEEN THE ADJACENT INSULATION DOES NOT OBSTRUCT FREE AIR MOVEMENT AS ATTICS IN THE ROOF SHEATHING (AS ALLOWED REQUIRED BY THE BUILDING OFFICIAL. BY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS THE TWO OR ISOLATED ATTIC SPACES SHALL BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATHING BE VENTED INDEPENDENTLY TO MEET'2017 (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW FLORIDA BUILDING CODES. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER, AT ALL CANTILEVERED INDEPENDENTLY TO MEET,2017 FLORIDA BUILDING CODES. FLOORS, CANTILEVERED DECORATIVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, AND ANY THE VENTING CALCULATIONS SHOWN ABOVE, DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED PROVIDE A CONTINUOUS 2" CORROSION FROM THE VENTING CALCULATIONS SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2" CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: ALL ROOF DRAINAGE SHALL BE PIPED TO TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALLS STREET OR APPROVED DRAINAGE AND SHOP DRAWING TO THE BUILDER'S GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. LOCATE GUTTER AND DOWNSPOUTS PER ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. ROOF VENT CALL. ELEV. 'U' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 1308 SF 313.92 int 627.84 inz AREA 2 80 SF 19.20 int 38.40 iin2 1' T` EA ROOF PLANU 1 - - 1 /4" = 1'-0 AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11 " X 17" LAYOUT i1��NH6J p N 7 4 MULHERN+KULP- residential structural engineering ,p®® TA OF ZZ 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mu/hemku/pwm 0o� y61s°,°.,O C. notrWPWryd rt,10 donmWbdwdron ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: x J N N � � W Z a a >O 0 aN of SHEET N0: F L mom. 3.2 Q N m cc z ��E 2 J 00 30" HIGH VANITY Y = 0 BASE CABINET ` CABINET M = r N 3 m SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR UTILITY PLANU 2 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT NOTES: LEGEND: T N � cn r N LU > - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. - PROVIDE LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. 0 DUPLEX OUTLET � a CEILING MOUNTED INCANDESCENT LIGHT FIXTURE J w � O V v CEILING FAN ADEQUATE SUPPORT) 4 PUSHBUTTON SWITCH(PROVIDE EXTRA DUTY WEATHERPROOF GFI WP/GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE 110V SMOKE DETECTOR HARDWIRED AND INTER. sD CONNECTED W/ BATTERY BACK-UP // \\ v v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) GFI GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET � RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) ® VAPOR PROOF 0HALF-SWITCHED DUPLEX OUTLET Coe DETECTOR © HARDWIRED AND INTER - CONNECTED W/ BATTERY BACK-UP F--0 GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET EXHAUST FAN (VENT EXTERIOR) REINFORCED JUNCTION BOX T THERMOSTAT Z HOSE BIBB EXHAUST FANLIGHT COMBINATION (VENT TO EXTERIOR) PH TELEPHONE WALL SWITCH TELEVISION CW 1/4" WATER STUB OUT ELECTRIC METER 0 LL © ELECTRIC PANEL WALL SCONCE 4 FOUR-WAY SWITCH m6 DISCONNECT SWITCH TECH Hug SYSTEM W O �w LIJx cc LL O JQ CLL..a o_ o �� a _0 �- o _ u Z "' OO m e w O i IT Z Zca CC " W a W v> LL O [� v W �_ �Q �¢ oW °~- 4 0 O S 0 C7 `L W o O STANDARD ELECTRICAL BOX HEIGHTS Q N m cc z ��E 2 J 00 30" HIGH VANITY Y = 0 BASE CABINET ` CABINET M = r N 3 m SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR UTILITY PLANU 2 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT NOTES: LEGEND: T N � cn r N LU > - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. - PROVIDE LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. 0 DUPLEX OUTLET � a CEILING MOUNTED INCANDESCENT LIGHT FIXTURE CHIMES O V v CEILING FAN ADEQUATE SUPPORT) 4 PUSHBUTTON SWITCH(PROVIDE EXTRA DUTY WEATHERPROOF GFI WP/GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE 110V SMOKE DETECTOR HARDWIRED AND INTER. sD CONNECTED W/ BATTERY BACK-UP // \\ v v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) GFI GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET � RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) ® VAPOR PROOF 0HALF-SWITCHED DUPLEX OUTLET Coe DETECTOR © HARDWIRED AND INTER - CONNECTED W/ BATTERY BACK-UP F--0 GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET EXHAUST FAN (VENT EXTERIOR) REINFORCED JUNCTION BOX T THERMOSTAT ----}-HB HOSE BIBB EXHAUST FANLIGHT COMBINATION (VENT TO EXTERIOR) PH TELEPHONE WALL SWITCH TELEVISION CW 1/4" WATER STUB OUT ELECTRIC METER s THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE © ELECTRIC PANEL WALL SCONCE 4 FOUR-WAY SWITCH m6 DISCONNECT SWITCH TECH Hug SYSTEM H U W Z Z WP/GFI AT 0 A/C COND. '\ / KEYLESS. � KEYLESS GDO (DEDICATED CIRCUIT) / GARAGE FIRST FLOOR UTILITY PLANU 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT `SERVICE PANEU ELECTRIC METER TELEPHONE/ TELEVISION SERVICE BOX P/GFI + W O ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 6.3 >M T N � cn r N LU > Q Z 0 � a J CIO") SHEET NO: FL 6.3 111-- a MULHERN+KULP m residential structural engineeringro s "• " ..... 0 20 South Maple Street, Suite 150 •Ambler. PA 19002 • T _ a- r� ° � �°��� % % 3: p215.646.8001 mu/hemku/pxom "C R � MAbm+ p anyNdhn notrmtaredorryaMer rdgcdtoadbrdln�Ine+ T C4 ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: 2X EXT. BEARING WALL ''- WEATHER RESISTANT BARRIER - TYPAR " RUNG TO 1 1/2" BELOW TOP OF BLOCK These drawings are the HARDIE BOARD property Of Starlight HORIZ. SIDING Homes and are not to be HOUSE WRAP utilized for construction, or EXTERIOR SHEATHING Copied In part or In whole without permission from •T the builder. © 2016 Starlight Homes LAST REVISION —77 LAST SAVED BY: RIM JOIST Z-FLASHING HARDIE TRIM, BOTTOM SITS 1 1/2" BELOW TOP OF BLOCK L,7777777-777 7 CM J-CHANNEL STUCCO STOP ,d d " 5/8" TEXTURED STUCCO BLOCK N - .,' ,; OVER UJI a as ';y, -. ,„ • `Q. ° T Cn 0 HORIZ. BOARD SIDING DETAIL W/ STUCCO @ PERPENDICULAR TO WALL FL. TRUSSES &3'; = ' '-0" AT 22"X34" LAYOUT 1'-0" AT 11 " X 17" LAYOUT SHEET NO:� D-1 Window $ Door Allowable Wind PreS5ure5 140 MPH Wind zone Ex o5ure G OPENING 51ZE INTERIOR ZONES PND ZONES 6 6oiroge Door +25.1 P5F/-28.4 P5F +25.1 P5F/-28.4 P5F I6Garage Door +24.1 PSP/ -26.8 PSF +24.1 PSF/-2b.43 PSF 10 SOFT. +28.6 P5F/-31.2 P5F +28.8 P5F/-38.5 P5F 20 SOFT. +21.5 P5F/-24.1 P5F +21.5 P5F/-35.1 P5F 50 SOFT. +25.8 P5F/-28.3 P5F +25.8 P5F/-32.5 PSF 100 5QFT. +24.5 PSF/-2b.Q PSF +24.5 PSF/-24.1 PSF 500 SOFT. +21.5 P5F/-23.q PSF +21.5 PSF/-23.1 P5F mEnd Zone is defined a5 the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. CONNECTION SPECIFICATIONS (TVP. U.N.0) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS (�1 O i (3) TOENAILS (3) TOENAIL5* II � (1) NAIL o 4" O.C. O STUD TO 50LE PLATE CONNECTION SPECIFICATIONS (TVP. U.N.0) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015T/BLK'6. (1) NAIL o 4" O.C. (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 ® 6" o.c. TOENAILS 0 6` o.c.* BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5• DOUBLE STUD NAILS ® 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS 0 1611 o.c. DOUBLE TOP PLATE LAP SPLIGE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS • 2Y2"x0.113 I5 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE * ARE 5HOWN) EXTERIOR � SHEAR NALL SHEATH I NCS SPEG I F I GAT I ONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES SHEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF 5TANDARD GON5TRUGTION SYMBOL 5HEAR PANEL SPEG. 1/16" PLYWOOD OR OSB FASTENED w/ PI 2Y2 "x0.131" NAILS ® 6" o.c,. ALON6 PANEL ED62E5 AND 12" o.G. IN THE PANEL FIELD. 1116" PLYWOOD OR OSB FASTENED W P3 2Y2 "x0.131" NAILS © 3" o.G. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATH ALL EXTERIOR WOOD FRAMED WALLS W/ 1/16" PLYWOOD OR 05B FASTENED W 2J_"0.131" NAILS ® 6" O.G. AT ALL PANEL EDGES AND ® 12" O.G. AT CENTER. (U.N.O. ON PLAN5) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FA5TENING 2. ALL 5TRUGTURAL PANELS ARE TO BE DIREGTLY APPLIED TO STUD FRAMING ® 16"o.c. MAX. U.N.O. ON PLAIN. 3. 5HEATHIN6 SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER W 3Y2"x0.131" NAILS 0 16"o.c. USE (8) 3Y2"x0.131" NAILS 0 EA, LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALY515 ASSUMES ALL INTERIOR SHEAR WALLS AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 6. SEE ARCHITECTURAL DRAHIN65 FOR ADM WALL CONSTRUCTION REQUIREMENT5. 1. ALL EXTERIOR WALLS GON5IDERED FOR 5HIEAR WALL5 8. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIiNO MEMBERS. ROOF FRAMIN6 • SPE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL 6E 1/16" MIN. OSB/PLYWOOD SHEATHING 24/6r EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS W 23/8"x0.113" RING SHANK (R5R5-01) NAILS (OR BETTER) o 6" o.c. o PANEL EDGE5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGE5, FASTEN SHEATHING TO GABLE END 4 DRAG TRUSSES W/ NAILS 0 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGE5, RIDGES, VALLEYS, 4 HIPS, PROVIDE BLOCKING ALONG PANEL EDGE5 4 FASTEN w/ 2Y2"x0.131" NAILS o 4" O.G. AN END ZONE IS DEFINED AS 10% OF THE BUILDING'S LEAST HORIZ. DIMEN51ON (I.E.: 30' WIDE = 3' END ZONE). • ROOF SHEATHING FOR MAIN ROOF TRU55ES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH END TO TRU55 BELOW W U51P MTH12 AND (2) 304.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANOER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERHI5E NOTED. • ROOF TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W/ 2x4 LEDGER FASTENED TO FRAMING W/(2) 3"x0.131" NAILS 0 Ib" O.G. UPL I PT CONNECTORS BEARING CONDITION 55 CONNECTOR 51MP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) LENGTH SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (M5TG6bB3 ALTERNATE) H06 < 15' 51MP50N H2.5A SINGLE ROOF TRU55 BEARING ON SPAN HEADER WOOD STUD WALL/wOOD BEAM (2)2x6 5PF OR 5YP #2 W/ -""- 3.5"6.5" AFP IhE SHORT > 15' 51MP50N HIOA ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM H4x10 3.5"xq.5" AFP IhE SHORT 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL (2)2x12 2 2x12 5PF OR 5YP #2 W/ ROOF GIRDER TRU55 OR FLUSH ALL (2) 51MP50N HETAI6 BEAM BEARING ON GMU WALL SPAN HEADER ALL BEARIN6 POINT5 OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TEP ABOVE. HOLD-DOWN SCHEDULE SYMBOL SPEGIFIGATION HD -I 51MP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) HO -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (M5TG6bB3 ALTERNATE) H06 LEGEND • ® INTERIOR BEARING WALL • I-- _ _ _ =i 13EARIN6 WALL ABOVE • - ■ • - BEAM / HEADER • LOCATION AND EXTENT OF SHEAR WALL 1 • : 1 EXTENT OF OVERFRAMIN6 �••...N INDICATES LOCATION OF REINFORGED GMU GORE (5EE NOTE5) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. HEADER SUBSTITUTION SCHEDULE LABEL DESCRIPTION LABEL DESCRIPTION (2)2xb (2 2xb 5PF OR 5YP #2 W/ H06 3.5"x56" AFP IhE SHORT I/2 PLYWD FLITCH PLATE SPAN HEADER (2)2x8 (2)2x6 5PF OR 5YP #2 W/ H4xb 3.5"6.5" AFP IhE SHORT I/2 PLYWD FLITGH PLATE -T72-75 SPAN HEADER (2)2x10 5PF OR 57P #2 vv H4x10 3.5"xq.5" AFP IhE SHORT 1/2" PLYWD FLITGH PLATE © copyright : MULHERN & KULP SPAN HEADER (2)2x12 2 2x12 5PF OR 5YP #2 W/ H4x10 3.5"xq5' AFP IhE SHORT 1/2 PLYWD FLITGH PLATE SPAN HEADER 1. WHERE 5PF OR 5YP #2 BUILT-UP HEADER5 ARE 5PECIFIED ON THE PLAN5, ANTHONY FOREST PRODUCTS (AFP) IhE 5HORT5PAN HEADER5 MAY BE 5U135TITUTED PER THE HEADER 5UB5TITUTION 56HEOULE ABOVE. 2. AFP IhE 5HORT5PAN HEADERS HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1,600,000 psi, Fb = 1,500 psi, Fv = 115 psi, Fc -perp = 650 psi. 3. AFP I 6 5HORT5PAN HEADER5 MAY NOT BE 5UB5TITUTED WHERE BUILT-UP LVL HEADER5 ARE SPECIFIED ON THE PLAN5. 4. REFER TO THE 5TANDARD HEADER NOTE5 WITHIN GENERAL FRAMING NOTES ON 5HEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HA5 BEEN DESIGNED IN AGGORD,4NGE WITH THE 6th EDITION (2011) FLORIDA BUILDING GODS (SECTION IbOq) LATERAL DESIGN REQUIREMENTS FOR THE FOLLOWING COMMUNITIES ONLY: 140 MPH - AXP. G WH15PERIN6 RIDGE 5T. JAMES GROSSING SHEARWRTER ESTATES WYNDHAM PRESERVE - BRI550N E. ANY COMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION S APPROVAL FROM MULHERN � KULP STRUGTURAL ENGINEERING. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON NDS, "NATIONAL DE51G1N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOAD5: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS) = 30 P5F 0 SLEEPIN6 AREAS = 50 P5F ® 6ARA6E DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXP05URE A5 LISTED R15K GATE60RY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 0 Ib" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 SPF OR 5YP STUD' GRADE LUMBER ® Ib" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED m Ib" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 24" O,G, (MAX). SINGLE TOP PLATES ALLOWED PER Rb02.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JAGK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS H/ 3-ROH5 OF 3"x0.131" NAILS o 12" O.G. 5TACG6ERED. APPLY NAILIN6 FROM BOTH FACES 3 -PLY OR MORE CONDITIONS. UTILIZE 2 RVH5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS H/ 3"0.131" NAILS 0 16' O.G. 5TA6GERED, APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. • REFER TO GONNEGTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLAN5). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 7116" 056 FASTENED W/ 2Y2"x0.131" NAILS ® 6" O.G. @ EDGES 4 12" O.G. 0 CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKING AT ALL UNSUPPORTED PANEL EDGE5. TYPICAL U.N.O. ON THE PLAN5. • PROVIDE 50LID BLOGKIN6 IN FLOOR 5Y5TEM UNDER ALL POSTS CONTINUOUS To FOUNDATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55xlo^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10"6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"x0.61" NAILS ® 6" 0/C OR 2 RON5Y4"x3Y2" 51MP50N 5D5 5GREN5 (OR 3Y2" TRU55LOK 5GREN5) 0 16" OIG. USE A MINIMUM OF 3 BONS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAILS/SGREN5 2" FROM EDGE. 50LID 3Y2" OR 5Y4" BEAM5 ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 RONS OFY4"xb" 51MP5ON SD5 56'REN5 (OR 6 %4" TRUSSLOK 5GREN5) 0 Ib" OIG. USE A MINIMUM OF 4 ROH5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 56REN5). LOCATE TOP AND BOTTOM SGREN5 2" FROM EDGE. A 50LID 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 0 24" O.G. sea]; PIS a �w �!" o •u ®m ,4 d �� m 0 sj 9 O �'1V' o�pAnp y y N.- © copyright : MULHERN & KULP Structural Engineering, Inc. a� JN m c Q' a ca z� LU D� N CA � N R M&K project number. 181-17006 project mgr. S D I drawn by; MJS issuedate: 05-02-17 REVISIONS: date: Initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK CM w 0 281-011 21_811 101-0" 15'-411 7 SOLO �--- ---� PORGHSLAB: I 3Y211 GONG, SLAB ON GRADE (2500 P51 MIN) w/ bxb-WI.4xNl.4 MESH OR FIBER MESH ON q5% GOMPAGTED FILL OR VIRGIN 501L. F- --'=- - - q I I I 5D1.0 I 5DI.0 5.6. D. RECESS PER MANUFAGTURER'5 INSTRUCTION I I I I CONCRETE SLAB: 3 Y2" GONG. SLAB ON GRADE (2500 PSI MIN) w/ 6x6-HI.4xNl.4 MESH OR FIBER MESH OVER 6 MIL, POLY ON 15% COMPACTED FILL OR VIRGIN SOIL. m N i I `;a I SEE BLOCK PLAN FOR N _ VERTICAL BAR LOCATIONS rn I I m Ln I Y5PI.03 -- I I = ---------� 5D1.0 ix - NO - 12 -5 1/2 5'-5 1/2 -I ----I-1-----------� I PORCH SLAB: 3 Y2" GONG. 5LA13 ON GRADE (2500 PSI — —Ad AM— — — — — — — — 8 I MIN) w/ bxb-HI.4xHl.4 MESH OR FIBER 11 11 11 Hp_I ,(. D -I DEEP PLAIN 5DI.0 4 I 5D1.0 I MESH ON 15% COMPACTED FILL OR IFTG. o HD (TYP) Iq'-10 1/2" 5DI.0 61-1112" I YIR61N SOIL. I J 24"x24 8" PAD Y0002% I FTG o CORN : -::R SDI.oJ N1 I I N I � I SDI.o I I I 2 0 SDI.o o I-- — — — — — — — — — — — — — — — — b 5DI.0 2'_4"I b 1_0x11 2'-41' y 201-811 11-411 281-011 5LA5 FOUZAT I Oil FiLAN 22x34 SGAL3: I/4"=1'-0" ALL ELIV. 11x1'1 SGAL: I/S"=1'-011 1 GENERAL STR)OTURAL NOTES FOUNDATION • OE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THE5E FOUNDATION DE516% ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE5E FOUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT IN GONGRETE OR MASONRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO5ION-RE515TANCE COMPATIBILITY OF HARDWARE 4 FASTENER5 IN GONTAGT w/ PRE5FRVATIVE-TREATED HOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE51ON BA5ED ON AGI 316. CONCRETE 5HALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE 5TRENGTH5 IN 26 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTINGS 2,500 p51:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 p51 ...... RE13AR • ALL CONCRETE EXP05EO TO THE HEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELON FINISH GRADE. • FOOTINC75 AND 5LAB5 ON GRADE 5HALL BEAR ON VIRGIN 501L OR G15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF 5LA13 FDOE5, AND OTHER LOCATIONS WHERE SLAB CRACK5 ARE LIKELY TO .DEVELOP. (20'-0" O.G.) • MINIMUM LAP SPLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 5HALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT SHALL BE ASTM 6416 F'c=3000 P51 w/ MAX I%," AGGREGATE • CONCRETE MA50NRY UNITS 5HALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TRENGTH OF HOO P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE ASTM 6270, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 • REINFORCED GMU GORE5 (A5 INDICATED ON PLAN) 5HALL BE REINFORCED 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 SOLID ON EACH 51DE OF ALL MA50NRY OPENINC75 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE GENTER OF THE MA50NRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF S' -O" O.G. IN EXTERIOR HALL5. (A5 5HOWN ON PLAN5) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal: 1/15/2015 m kid" n p Q copyright : MULHERN & KULP Structural Engineering, Inc, 0.. co J c a a co Z� W T W � a� J+J ago c D2 N � N 4 W project number: 181-17006 project mgr: S D I drawn by MJ S is,m date: 05.02-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK ul wr mJ 0 RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES sheet: LEFT HAND S100 N I I LU _ I J 24"x24 8" PAD Y0002% I FTG o CORN : -::R SDI.oJ N1 I I N I � I SDI.o I I I 2 0 SDI.o o I-- — — — — — — — — — — — — — — — — b 5DI.0 2'_4"I b 1_0x11 2'-41' y 201-811 11-411 281-011 5LA5 FOUZAT I Oil FiLAN 22x34 SGAL3: I/4"=1'-0" ALL ELIV. 11x1'1 SGAL: I/S"=1'-011 1 GENERAL STR)OTURAL NOTES FOUNDATION • OE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THE5E FOUNDATION DE516% ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE5E FOUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT IN GONGRETE OR MASONRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO5ION-RE515TANCE COMPATIBILITY OF HARDWARE 4 FASTENER5 IN GONTAGT w/ PRE5FRVATIVE-TREATED HOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE51ON BA5ED ON AGI 316. CONCRETE 5HALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE 5TRENGTH5 IN 26 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTINGS 2,500 p51:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 p51 ...... RE13AR • ALL CONCRETE EXP05EO TO THE HEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELON FINISH GRADE. • FOOTINC75 AND 5LAB5 ON GRADE 5HALL BEAR ON VIRGIN 501L OR G15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF 5LA13 FDOE5, AND OTHER LOCATIONS WHERE SLAB CRACK5 ARE LIKELY TO .DEVELOP. (20'-0" O.G.) • MINIMUM LAP SPLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 5HALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT SHALL BE ASTM 6416 F'c=3000 P51 w/ MAX I%," AGGREGATE • CONCRETE MA50NRY UNITS 5HALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TRENGTH OF HOO P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE ASTM 6270, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 • REINFORCED GMU GORE5 (A5 INDICATED ON PLAN) 5HALL BE REINFORCED 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 SOLID ON EACH 51DE OF ALL MA50NRY OPENINC75 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE GENTER OF THE MA50NRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF S' -O" O.G. IN EXTERIOR HALL5. (A5 5HOWN ON PLAN5) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal: 1/15/2015 m kid" n p Q copyright : MULHERN & KULP Structural Engineering, Inc, 0.. co J c a a co Z� W T W � a� J+J ago c D2 N � N 4 W project number: 181-17006 project mgr: S D I drawn by MJ S is,m date: 05.02-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK ul wr mJ 0 RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES sheet: LEFT HAND S100 ._8 START 5LOGK PLAN 22x34 SCALE: 114"1=1' -oil A" EL.EV. 11x1'1 SCALE: 1/6"=Io MASONRY LINTEL ASSEMBLIES SEE SCHEDULE AND SPECIFICATIONS FOR ADD'L INFO ::. GROUT - MARK ::...-:... 6ROUr BOTTOM REINF. TOP PRECAST LINTEL W EMBEDDED REINF. � PRECAST LINTEL W I yI EMBEDDED REINF. -TI- ----- MB-1 M8-2 MB -2 ----- (1) #5 M13-3 ,y TOP REINF. (U #5 TOP REINF. VERTICAL TIES . W180 M8-4 6FI6-2B/IT (1) #5 (2) #5 OK T41 DEGREE HOOK T8 B V ERT IOAL AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. SHEAR TIES VI M GROUI 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. GROUT BOTTOM REINF. - BOTTOM RE:INF. PRECAST LINTEL W EMBEDDED REINF. � PRECAST LINTEL. W I I EMBEDDED REINF. TH15 ASSEMBLY REQ. M3-3/ M3-36 M3-4/ MB -4A TIES. MSSctWT MB -#g LINTELS: LINTELS DESIGNATED WITH AN MB -36146 SHALL BE CONSTRUCTED THE SAME AS MB3/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM P-4" To I'-2' BY FIELD CUTTING THE TOP OF THE PRECAST LINTEL DOWN 2'. ALL OTHER SPECIFICATIONS 514ALL REMAIN THE SAME. BOND BEAM REINF SHALL RUN CONT THRU TOP LINTER. WRSE. MASONRY LINTEL nETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB -1 8F8-OB/OT ----- M8-2 8F8-IB/OT ----- (1) #5 M13-3 SFIb-IB/IT (U #5 1 (I) #5 VERTICAL TIES . W180 M8-4 6FI6-2B/IT (1) #5 (2) #5 OK T41 DEGREE HOOK T8 B APPROVED LINTEL MANUEAGTURERS ARE: CAST -CRETE, QUALITY PRECAST GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. TERMITE PROTECTION - SENTRIGON (A5 CHOSEN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE FBG 8318 AND ALL RELATED 5UBGATE6ORIE5. 2. PROTECTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE 5LAB-ON-6RADE FLOORS 5HALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE 5HALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB U51116 A NON -CORROSIVE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR SPACE BETHEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDES SHALL BE APPLIED IN51DE THE SLEEVE. 3. GONDENSATE LINE, IRRI6ATION/5PRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DOHNSPOUTS 5HALL 015GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DEHALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTERS WITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INGHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOHABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE5161115 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARIN6 GAPAGITIES 6REATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT H/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO5ION-RE515TANGE COMPATIBILITY OF HARDWARE t FASTENERS IN CONTACT W PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO COORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O. f'c = 2,500 psi: ....... FOOTIN65 2,500 p5i:....... SLABS ON GRADE (INTERIOR $ EXTERIOR) fy = (90,000 psi ...... RE5AR • ALL CONCRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LESS THAN 5% OF, MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELON FIN15H GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNERS OF 5LAB E06E5, AND OTHER LOGATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.C) • MINIMUM LAP SPLIGES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • 6ROUT SHALL BE ASTM G476 F'c=3000 P51 w/ MAX %" A66RECGATE • GONGRETE MA50NRY UNITS SHALL BE ASTM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF MOO P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE ASTM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 •"' REINFORCED GMU GORES (A5 INDICATED ON PLAN) 5HALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL ALIGN WITH FOOTING DOWEL BELOH. PROVIDE MIN 30" LAP SPLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE GONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL HALL CORNERS. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TDP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR NALLS. (A5 SHOHN ON PLANS) • ROU6H OPENINC75 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. REFER TO 5-0.0 FOR TYP I GAL STRUGTURAL NOTES 4 5GHEOULE5 seal: I 122 QC., �n t N *� 0 m ., N@ (D copyright: MULHERN & KULP Structural Engineering, Inc. C J '4) 4) c Q rn a m Z W` y � E 2 W J.,a o , N CO COLd N N N CL IV Ir M&K project number: 181.17006 project mgr: S D I drawn by: M J S issuedate: 05-02-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK V) UJ ==J 0 T �ii w 0 U J Z (L 0 U Q 0 Z z 0 sheet: LEFT HAND S2.0 II ... .,�. ___ ..:, ... ....... .. _.. _. .. .. ,i., ..: I... .,.„. ...:.........w.. .. ,.: ..:I. .»..,.,..: .,. ,.::,.., ...:.<.,, ...»,. µ,wM m.,, s. ... 5EE t 2ND %COR �RAMI6 lz AN 22x34 SCALE: 1(4°=1'-0" 110 SCALE: I/8 -1-0 ALL ELEV. REFER TO 5-0.0 FOR IYPIGAL 5TRUGTUR,4L NOTES 8 SCHEDULES (1) z a} z° LL N LL Ld N o 0 Z � LL Q�., p sheet: LEFT HAND S3*0 seal:` Q,Ie ` k n S E F "1M10 'ed� "O .. ,('E 4 V Y ry C reqq, re .A"� x�y. © copyright: MULHERN & KULP Structural Engineering, Inc, 20 Y c a 5D2. ca v �3 14 IRE Ib" BGI 65005 I-JO15T5 0 I b" O.:G. Ib” BGI ® 65005 I-J015T5 12" O.G. o 0 0 D 1 a N CO Ld tQ4 4 ADD il J015T - UNDER PARTITION WALL ABOVE ' 21 M&K project number: 181-17006 H project mgr S D I :D GI drawn by M i S Y^21 A 11111 I'll I issue date 05-02-17 REVISIONS: date: initial: 09-25-17 MK DO NOT RUN J01 T 11-09-17 MK DONT. OYER WALL. BREAK J015T5 0 WALL 11 11(t I 1 11 H 12-11-17 MK 5EE t 2ND %COR �RAMI6 lz AN 22x34 SCALE: 1(4°=1'-0" 110 SCALE: I/8 -1-0 ALL ELEV. REFER TO 5-0.0 FOR IYPIGAL 5TRUGTUR,4L NOTES 8 SCHEDULES (1) z a} z° LL N LL Ld N o 0 Z � LL Q�., p sheet: LEFT HAND S3*0 15" CMU BLOCK 8�I CMU BLOCK R4.1 FI -FOIL OR (1) #5 FROM FTG. TO EQUAL OVER 3/q° BOND BEAM. SPLICE (U #5 FROM FTG. TO FURR STRIPS TO BE MIN. 30" BOND BEAM. SPLICE GROUT CELL SOLID TO BE MIN. 30° F, 3ya11 GONG. SLAB N/ GROUT CELL 50LI5 WWF OR FIBERMESH l z REINF. OVER 6 MIL. Q X Q VAPOR BARRIER - MATCH GMU LEDGE % :�. M PER 1/551.0 CO GRADE I I —TTI=1 I I—�_-1 I I. _ —I o I GRASE - , ' ° ' • I=III=III=I I I I �� I I -I I IE I I -I I f N 11=1 1=1 1=1 I -I 11=1 I I-1 1I- NI- ��I—IIIa° .°`� 1 � 1=1 � 1—I I I- ,� �� � �_i � l—I � i-1 � 1°•° �' I S I—I � I—I � I ►— — III T—I I 1=1I1=1II- i—II1=11 II=1I: II—III—III - ' a I I I I I I—I ' I 1=1 11=1 I I ••'. I I MI 11 �T III IIII=1I1=III I III• -� III—III—III=_ III—II' II'�,LIIIIiIII-IiI IIII- IIiIL—� GLEAN -1 I I-1 I MONOLITHIC GLEAN -11 �— MONOLITHIC COMPACTED FILL 11-011 FOUNDATION N/ COMPACTED FILL 1'_O" FOUNDATION H/ o 15% STANDARD (2) #5 HORIZ.a 15% STANDARD DENSITY MIN. CONT. ON CHAIRS DEN5ITY MIN. (2) (51, MIN. COVER) CONT. OON N CHAIRS WHERE 2ND STORY WHERE 2ND STORY 011 MIN. GOVER) OCCURS FT6.5HALL BE OCCURS FT6.5HALL BE 1'-4" HIDE N/ (2) #5 BARS 1'-4" WIDE N/ (2) #5 BARS I FOOTING SECTION W/ BLOCK DETAIL QA A�R,4GE CURB DETAIL NTS sct NTS FILLED CELLS (SEE PLAN) ' 4" GARAGE TOP YIEV4 NON -LOAD BRO. INALL @ CORNER 6ARA6E INTERIOR�__-�OARAOE MALL = 3,V2" GONG. SLAB 4.. 01. ° .q e —I I I—III—I� III—III, I .a °•. • e. •'. a,A �, : a'a . ° •.4—a v •- -111=III—III-111— I—III—III—III—III—III _ 111.— -I � I.;, I I I, � I I I 1=1 IT_I-1 I I I I 1=1 I I, , I I I-1 I I' �• �� �� �� 11= I ITI I f -,.l I' =1 I I=1 11=1 11=1 11=1 I -Tf III -I 20"x8" THICKENED =III -111 -III -I 11=1 I M I 1=III= E126E W (2) #5 CONT. -I I I=III-III-III-III-I 11-' (1) #5 CONT. H/ 611 I I, , III i 11111= I I I=1 I I=1 I I=1 3" MIN. COVER OFFSET FOOT) NG NONBEARING DETA I L 6 TH I GKENED EDGE ® 67ARACSE DOOR DETAIL L scaI NTS scar: NTS SLOPE MF6.5PEG5 '/4" REGE55 5LIDING 6LA55 DR. , 4 a : 6" CMU BLOCK .a ..• a '. SILL FORMED ON 51TE (1) #5 FROM FTG. TO R4.1 FI -FOIL OR EXP JOINT BONS BEAM. SPLICE EQUAL OVER 3j411 TO BE MIN. 25"FURR 5TRIP5 GROUT CELL SOLID 3X211 GONG. SLAB w/ WWF OR FIBERME5H _ REINF. OVER b MIL. SLOPE \ VAPOR BARRIER — : t• ?' 51LL FORMED ON SITE 3X2" GONG. SLAB (2500 P.5.1) H/ 6x6 d- I 10/10 H.W.M. AND 6 MIL. _ VAPOR BARRIER m u�.. I 61 -III .I 11=1 11=1 11=1 I a. ••°���°:< i I I III I I I III I I I I I I I � I I 11= .::° : •' 4.•• ° � ; ..• zI- .. ° •° ''' d:. 4 4: " . � -111-I I f -__I I I a ° 4 ITl^j III j I f -I 11• ' • •a •. d .. _ 1=III IIS .. 4..: : ° .. • .. EXP JOINT . •° a R 5 5 — — I -111=1 ft�A/C CHASE PVC -I =III I i 111- SLEEVE TO BE =1 I I-1 I I -III -III- TWICE THE ' —T T-- DIAMETER OF PROTECTED PIPE qEXTERIOR OUTSWING 56D POURED SILLS DETAIL 10 CHASE DETAIL WAW, NTI6 scar= NTS Y2" GYP. B5. EA. 51DE OF 2X'5 0 16" O.G. STUD PLATE TIES 0 STUD TOO 4 BOT. (IF FASTEN H/X4"x511 LONG TAPGON5 NOTED ON PLANS) 0 2'-8" O.G. AV 12" MAX FROM END OF WALL NNLE55 NOTED PT. BOT. PLT. OTHERWI5E ON PLAN5) .41 .• a•• ' °•' e4 . d /0111 ' I -III; ,I 11=T I I f_ -III ITf I I f II-I I I- ' ''' (2) #5 HORIZ. CONT. ON CHAIRS 63" MIN. COVEN WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-8" HIDE N/ (3) #5 BARS UPLIFT CONNECTORS SUCH AS 5TUD PLATE TIES, HURRICANE CLIP5, ETC. ARE NOT REQUIRED ON HALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALL5 PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS INT. BEARING WALL FOOTING DETAIL U scar= yrs 8"x8" THICKENED SLAB H/ (1) #5 CONT. 'I ��ENIV EDGE DET, IL C) PROVIDE 30" 8" CMU BLOCK I I MIN. LAP SPLICE O 15" CMU BLOCK 8�I CMU BLOCK R4.1 FI -FOIL OR (1) #5 FROM FTG. TO EQUAL OVER 3/q° BOND BEAM. SPLICE (U #5 FROM FTG. TO FURR STRIPS TO BE MIN. 30" BOND BEAM. SPLICE GROUT CELL SOLID TO BE MIN. 30° F, 3ya11 GONG. SLAB N/ GROUT CELL 50LI5 WWF OR FIBERMESH l z REINF. OVER 6 MIL. Q X Q VAPOR BARRIER - MATCH GMU LEDGE % :�. M PER 1/551.0 CO GRADE I I —TTI=1 I I—�_-1 I I. _ —I o I GRASE - , ' ° ' • I=III=III=I I I I �� I I -I I IE I I -I I f N 11=1 1=1 1=1 I -I 11=1 I I-1 1I- NI- ��I—IIIa° .°`� 1 � 1=1 � 1—I I I- ,� �� � �_i � l—I � i-1 � 1°•° �' I S I—I � I—I � I ►— — III T—I I 1=1I1=1II- i—II1=11 II=1I: II—III—III - ' a I I I I I I—I ' I 1=1 11=1 I I ••'. I I MI 11 �T III IIII=1I1=III I III• -� III—III—III=_ III—II' II'�,LIIIIiIII-IiI IIII- IIiIL—� GLEAN -1 I I-1 I MONOLITHIC GLEAN -11 �— MONOLITHIC COMPACTED FILL 11-011 FOUNDATION N/ COMPACTED FILL 1'_O" FOUNDATION H/ o 15% STANDARD (2) #5 HORIZ.a 15% STANDARD DENSITY MIN. CONT. ON CHAIRS DEN5ITY MIN. (2) (51, MIN. COVER) CONT. OON N CHAIRS WHERE 2ND STORY WHERE 2ND STORY 011 MIN. GOVER) OCCURS FT6.5HALL BE OCCURS FT6.5HALL BE 1'-4" HIDE N/ (2) #5 BARS 1'-4" WIDE N/ (2) #5 BARS I FOOTING SECTION W/ BLOCK DETAIL QA A�R,4GE CURB DETAIL NTS sct NTS FILLED CELLS (SEE PLAN) ' 4" GARAGE TOP YIEV4 NON -LOAD BRO. INALL @ CORNER 6ARA6E INTERIOR�__-�OARAOE MALL = 3,V2" GONG. SLAB 4.. 01. ° .q e —I I I—III—I� III—III, I .a °•. • e. •'. a,A �, : a'a . ° •.4—a v •- -111=III—III-111— I—III—III—III—III—III _ 111.— -I � I.;, I I I, � I I I 1=1 IT_I-1 I I I I 1=1 I I, , I I I-1 I I' �• �� �� �� 11= I ITI I f -,.l I' =1 I I=1 11=1 11=1 11=1 I -Tf III -I 20"x8" THICKENED =III -111 -III -I 11=1 I M I 1=III= E126E W (2) #5 CONT. -I I I=III-III-III-III-I 11-' (1) #5 CONT. H/ 611 I I, , III i 11111= I I I=1 I I=1 I I=1 3" MIN. COVER OFFSET FOOT) NG NONBEARING DETA I L 6 TH I GKENED EDGE ® 67ARACSE DOOR DETAIL L scaI NTS scar: NTS SLOPE MF6.5PEG5 '/4" REGE55 5LIDING 6LA55 DR. , 4 a : 6" CMU BLOCK .a ..• a '. SILL FORMED ON 51TE (1) #5 FROM FTG. TO R4.1 FI -FOIL OR EXP JOINT BONS BEAM. SPLICE EQUAL OVER 3j411 TO BE MIN. 25"FURR 5TRIP5 GROUT CELL SOLID 3X211 GONG. SLAB w/ WWF OR FIBERME5H _ REINF. OVER b MIL. SLOPE \ VAPOR BARRIER — : t• ?' 51LL FORMED ON SITE 3X2" GONG. SLAB (2500 P.5.1) H/ 6x6 d- I 10/10 H.W.M. AND 6 MIL. _ VAPOR BARRIER m u�.. I 61 -III .I 11=1 11=1 11=1 I a. ••°���°:< i I I III I I I III I I I I I I I � I I 11= .::° : •' 4.•• ° � ; ..• zI- .. ° •° ''' d:. 4 4: " . � -111-I I f -__I I I a ° 4 ITl^j III j I f -I 11• ' • •a •. d .. _ 1=III IIS .. 4..: : ° .. • .. EXP JOINT . •° a R 5 5 — — I -111=1 ft�A/C CHASE PVC -I =III I i 111- SLEEVE TO BE =1 I I-1 I I -III -III- TWICE THE ' —T T-- DIAMETER OF PROTECTED PIPE qEXTERIOR OUTSWING 56D POURED SILLS DETAIL 10 CHASE DETAIL WAW, NTI6 scar= NTS Y2" GYP. B5. EA. 51DE OF 2X'5 0 16" O.G. STUD PLATE TIES 0 STUD TOO 4 BOT. (IF FASTEN H/X4"x511 LONG TAPGON5 NOTED ON PLANS) 0 2'-8" O.G. AV 12" MAX FROM END OF WALL NNLE55 NOTED PT. BOT. PLT. OTHERWI5E ON PLAN5) .41 .• a•• ' °•' e4 . d /0111 ' I -III; ,I 11=T I I f_ -III ITf I I f II-I I I- ' ''' (2) #5 HORIZ. CONT. ON CHAIRS 63" MIN. COVEN WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-8" HIDE N/ (3) #5 BARS UPLIFT CONNECTORS SUCH AS 5TUD PLATE TIES, HURRICANE CLIP5, ETC. ARE NOT REQUIRED ON HALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALL5 PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS INT. BEARING WALL FOOTING DETAIL U scar= yrs 8"x8" THICKENED SLAB H/ (1) #5 CONT. 'I ��ENIV EDGE DET, IL seal: 1/15/2018 PROVIDE 30" 8" CMU BLOCK E MIN. LAP SPLICE (U #5 VERT. IN 3 X211 GONG. SLAB N/ GROUTED CELL, FULL BD. EA. SIDEOF gSE WWF OR FIBERME5H HT. (SEE PLANS FOR FASTEN W/Y4."x5" LONGTAPGONS 0 2 -8 O.G. AND 12 MAX FROM ��V7L REINF. OVER 6 MIL. LOCATIONS) 2 1/4" END OF WALL NNLE55 NOTED VAPOR BARRIER c copyright : MULHERN & KULP � Q! STUD PLATE TIES 0 STUD Structural Engineering, Inc, •• a . 4 } PT BOT. PLT. I TOP 4 BOT. pF NOTED ON PLANS) ° 4 I— 111111 a I 15 BREAK FACE N ° yed Y •^ m SHELL TO ALLOW FOR SLAB Z L 0MIN. COVER) GRADE a W a_ y UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT GROUT SOLID —� c BELOW SLAB SOHN 1I 1— OI=I=SET FOOTING BEARING DETAIL TO FOOTING (I) #5 DOWEL H/ 6" .. °: ' •, 12"Ab" CONT, CONT. HOOK (SEE PLANS ° . ' .: FT6. W/ (2) #5 HORIZ. FOR LOCATION) CONT. ON CHAIRS (3" MIN. COVER) I I DROPPED GRADE DETAIL L WAlr: NTS i 8 CMU BLOCK R4.1 FI -FOIL OR EQUAL OVER (1) #5 FROM FT6. TO FURR STRIPS �r BOND BEAM, SPLICE TO BE MIN. 30" 3 X211 GONG. 5LA13 N/ GROUT CELL SOLID ` : WWF OR FIBERME514 REINF. OVER 6 MIL, PORCH SLAB NW_ irm VAPOR BARRIER (SEE PLAN) .til. •• .4 � '4' .. � . '� � . '•• °. � ° ' � I-1 I 1-1 I I -III -I i I ' 1-III=1 -I I ' • <4. -1 I I -III -T , I' Ti EXP JOINT I III III=1 I I=T=1 -1 I I -III '� a ..'., '• a III=1 I I -I LI =1 I' °• I=11=1 I h =TTI III=III=1 I I � I-111- III III -111 -III I MONOLITHIC GLEAN i I 1=1 I I= III— '' FOUNDATION W COMPACTED FILL(2) #5 HORIZ. 45% STANDARD I'-0" CONT. ON CHAIRS DEN5ITY MIN. 1 (3" MIN. COVER) HHERE 2ND STORY OCCURS FTG. SHALL BE 1'4' HIDE N/ (2) #5 BARS EXTERIOR HALL ® PORCH SLAB DETAIL SGars NTS J Id- } W OJ Z U) LL 00 O a ~ N Ld d � Z N o ::) z z 0 SD 1 *0 seal: 1/15/2018 E INTERIORX211GYP. BD. EA. SIDEOF gSE 2x4'5 o Ib" O.G.�R�+C FASTEN W/Y4."x5" LONGTAPGONS 0 2 -8 O.G. AND 12 MAX FROM ��V7L 2 1/4" END OF WALL NNLE55 NOTED 1 1/2" OTHERHI5E ON PLANS) c copyright : MULHERN & KULP � Q! STUD PLATE TIES 0 STUD Structural Engineering, Inc, } PT BOT. PLT. I TOP 4 BOT. pF NOTED ON PLANS) a a.:.. °. . °..• ° yed Y •^ m (2) #5 HORIZ. CONT. ON CHAIRS 10" 10" Z L 0MIN. COVER) A 4 W a_ y UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT �° a REQUIRED ON WALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDE c ANCHORS AT BEARING WALLS PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS N OI=I=SET FOOTING BEARING DETAIL � ° � a 4 scar,, NS Lppr;ojedctmber.17006 8" GMU BLOCK BEYOND -FOIL project mgr: SDI R4.1 FI OR EXTERIOR DOOR EQUAL OVER %4" drawn by: mi s FURR STRIPS issue date: 05.02- 17 3X2" GONG. SLAB N/ MTL. THRESHOLD WWF OR FIBERME5H SET IN SEALANT REINF. OVER b MIL. REVISIONS: date: Irritlal: PORCH SLAB VAPOR BARRIER (SEE PLANS) Il09-25-17 MK 11-09-17 MK �' � • , ' III—�—III-111; '=111=III=III=1111 q.. III—III—III—III— '— — — — II—III—III—III- I f—III—i I � A' • '. ' : 12-11-17 MK ,�--1 ° e I I 1-I I I i I I 1 I I -III -I I I- I -111 -III -I I ° ' 4 I I=III-III- CLEAN COMPACTED' FILL 0 45% STANDARD DENSITY AND TERMITEIII=III III -I 11=1 I I III..■. TREATEDI I j=1 I I—I � � �=111— �'- MONOLITHIC I i 1-1 I l i FOUNDATION H/ CONT. ON CHAIRS MIN. (3" MIN. COVER) 90 FR WHERE 2ND STORY OCCURS FTG. 5HALL BE W 1'-4" WIDE N/ (2) #5 BARS M=i ogl 'YDOOR DETAIL sc ar, NTS c G= 8 CMU BLOCK R4.1 FI -FOIL OR EQUAL OVER (1) #5 FROM FT6. TO FURR STRIPS �r BOND BEAM, SPLICE TO BE MIN. 30" 3 X211 GONG. 5LA13 N/ GROUT CELL SOLID ` : WWF OR FIBERME514 REINF. OVER 6 MIL, PORCH SLAB NW_ irm VAPOR BARRIER (SEE PLAN) .til. •• .4 � '4' .. � . '� � . '•• °. � ° ' � I-1 I 1-1 I I -III -I i I ' 1-III=1 -I I ' • <4. -1 I I -III -T , I' Ti EXP JOINT I III III=1 I I=T=1 -1 I I -III '� a ..'., '• a III=1 I I -I LI =1 I' °• I=11=1 I h =TTI III=III=1 I I � I-111- III III -111 -III I MONOLITHIC GLEAN i I 1=1 I I= III— '' FOUNDATION W COMPACTED FILL(2) #5 HORIZ. 45% STANDARD I'-0" CONT. ON CHAIRS DEN5ITY MIN. 1 (3" MIN. COVER) HHERE 2ND STORY OCCURS FTG. SHALL BE 1'4' HIDE N/ (2) #5 BARS EXTERIOR HALL ® PORCH SLAB DETAIL SGars NTS J Id- } W OJ Z U) LL 00 O a ~ N Ld d � Z N o ::) z z 0 SD 1 *0 (4)23/8'X0.113" R.S. fi0E NAILS OVERFRAMING ROOF SHEATHING FASTEN 2x P.T. WALL PLATE/ END P.T. ALL LAPS IN MASONRY 25" Ab'VALLEY SET (ED NAI GE NAIL) R.S. NAILS 6" O.G. STUD TO GMU WALL w/Y4' x 4" LONG (EDTAPGON 5GREW5 ® 16" O.G. ® INT. OVERFRAMING TRU55 2x INTERIOR WALL MIN RUNNING BAR 2%,"XO.113" R.5. NAILS ® 6" O.G. 5HEARWALL END - SEE PLAN FASTEN EACH MAIN ROOF SHEATHING OVERFRAMED TRU55IU END TO TRU55 BELOW x'vl�la WITH (1) 51MP50N MT512 GLIP LT\ -MAIN ROOF TRU555 Z#5 CORNER BAR GROUTED CELL TYP I CAL OVERFRAM I N6 SHEA MALL INTERSECTION TYP. CORNER VERT. WALL CONNECTION 17 TAS I L @=�ONNECTION SETA I L 6 RE I NPORC I N6 DETAIL A SCALE: N.T.S. LE: N.T.S. SCALE: NTS 2xbx12" P.T. Ck OF OPENING CENTER BUCK (U #5 IN BOND BEAM ------- -- > Y2 DIA.J-BOLT* (SEE BELOW) (1) #5 BAR IN PRECAST LINTEL ., 2X4 P.T. TOP BUCK (2) #5S VERTICAL IN GROUT FILLED 014 2X6 P.T. BUGK EACH } CELL. IN WALL5 GREATER THAN 30" u � L SIDE OF OPENING WIDE, ONLY (1) #515 REQUIRED q) R (1) #5 VERTICAL IN GROUT FILLED CELL U PROVIDE (5))/2" DIA. J -BOLT* W/ 5)/211 (IF REQ'D PER PLAN) ` EMBEDMENT AT EACH DOOR BRACKET, �' EACH 51DE OF DOOR. PROVIDE (1) Y2" x ENTIRE COLUMN TO THICK WASHER W/ EACH ANCHOR (15T BOLT 10 BE GROUT FILLED I II TO BE 6" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G.) _ 0 _0 PROVIDE # OF DOWELS ® SLAB TO FIN. FL. MATCH VERT. BARS w/ 30" MIN LAP SPLICE * PROVIDEY2' DIA. x 012" LONG 51MP50N TITEN HD OR APPROVED EQUAL IN NOTE: ALL HOOKS AND 5PLIGE5 TO BE CONSTRUCTED AND 51ZED PER NOTES PLACE OF -J-BOLT IF M155ED DURING CONSTRUCTION 6ARA6E DOOR QPERT. RE I NPORC I N6 DETA� I L K 6A�RA�6E DOOR BUCK DETAIL SCALE= NT5 SCALE: NT3 REFER TO CONNECTION REFER TO CONNECTION SPECIFICATIONS CHART ON 50.0 SPECIFICATIONS CHART ON 50.0 FOR JOIST / RIM BOARD I-J015T5 FOR J015T / RIM BOARD CONNECTION TO TOP PLATE (SEE PLAN) CONNECTION TO TOP PLATE I -JOISTS (SEE PLAN) BLOGKIN6 IF REQ'D. RIM BOARD OR BLKG\-l-JO15T5 BY JOIST MANUF. PER J015T MNF. (SEE PLAN) REFER TO DETAIL 3/501.0 OR INTERIOR BRC.REFER TO DETAIL 3/5DI.0 OR INTERIOR BRC. 4/5DI.0 FOR 50LE PLATE WALL (SEE PLAN) 4/501.0 FOR SOLE PLATE WALL (SEE PLAN) CONNECTION TO CONCRETE CONNECTION TO CONCRETE 0 TYPICAL INTERIOR BEARING HALL DETAIL INTERIOR BE,�RIN6 WALL DET, IL SCALE. S/4"■I'-0■ NEltl'LTIDIGUI.AR I'1tAMIN6 0]171� 4"=I'-0" 'd - -01 - BOND -BEAM---► -..,- -- GONTIN. PRECAST HEADER T FE 6" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-CRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV, DOUBLE WINPOYS MASONRY PIER DETAIL SCALE: NTS Ui � N Q NOTES: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SEE TYP. FOUNDATION 5IMP50N ET EPDXY). DETAILS FOR ADDITIONAL 2. PROVIDE %" DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOWN SEE DETAIL 56 ON 3. FOLLOW MANUFHINSTALLATION HERE M&K project number. STRUCTURAL PLANS FOR INSTRUCTIONS. 181-17006 ADDITIONAL CONNECTION FUTURE a„ INFO NOT 5HOWN HERE GMU BLOCKm r; #5 VERT. BAR ro Bproject j 9 E p SDI LOCATED PER PLAN drawn by: DRILL 6" INTO EX15T'G IN GROUTED CELL MJS FASTEN EA. ROOF TRU55 TO GMU SLAB, EPDXY E DRIVE I I I issue date: 05-02-17 W SIMP50N HT5MI6 TWIST STRAP. #5 DOWEL, PROVIDE I - FASTEN STRAP TO GMU w/ (4) Y4' MIN. 30" LAP SPLICE I I DIA. x 2 Y4' LONG TITEN 56REW5 I z REVISIONS: PROVIDE MOISTURE BARRIER — I I I date initial: PLATE (SIMPSON T55 OR SIM) ® EACH TRUSS. 09-25-17 MK _ 4 _ a : e. : • •. III=III=III=III=1 11-09-17 MK PROVIDE 2x FLAT BLOGKING FIT GRADE 1=T-�=1 I I -III• TIGHT TO ROOF TRUSSES @ EVERY.1 I 1=1 I 1=1 I 1=1 I I .4. I I—III—III=1_TI= '' 12-11-17 MK OTHER BAY FASTENED TO GMU w/ (3) - -III=T= III :1= Y4" DIA. x 3,v2" LONG TAPGON5. FASTEN BLOCKING TO ROOF TRU55E5 - I I I—III—III e ' • 4 I=III=III- �—I � I—I � I � a .. III—I 11 N/ (2) 3 YW 0.131" NAILS @ EA. END. __ I IT irJ 11_ i P RETROrIT DETAILS MISSED VOWEL RETROFIT DETAIL SCALE: 514"x P-0" SCALE= NTS SIM. S M STCM WK DROMW ORA= CD ° W 0 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS /ARE PLAN TH 1 S HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC AND ,ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") , ON THE PLANS. sheet: SD2*0 seal: ISI S m NOTES: . 4 BOND -BEAM ► ®° I. 2X PT 5UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, -0: t FASTEN BUCK TO MA50NRY W/ (1) ROW OF W6"x4" TAPGON5 6" FROM ENDS �° TATE AND 169" O.G. MAX. TAPGON5 TO BE IY2' MIN. FROM EDGE OF BUCK. °® „ �p , 41 RECESSED 2. BUCK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. PRECAST ,r ��• ®�9� � NM- STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS HEADER a� CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X ©copyright : muLHERN & KULP Structural Engineering, Inc. BUCKED OPENING, USE (3) ROWS OF 3"x0.131" NAILS STAGGERED ® 12" O.G. EA. 5LIGGE-551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING a IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. J z 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) 4K,5,F11ED ROI/45 OF 2 Y2"x0.131" NAILS o 161 O.G. FASTEN WINDOW TO 2X PER WINDOW .� MANUFACTURER'S 5PEG5. + BY WINDOW/DOOR MANUFACTURER Za �+ N L.L. v B DOOR BUCK DETAIL y N � H ++ n -01 - BOND -BEAM---► -..,- -- GONTIN. PRECAST HEADER T FE 6" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-CRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV, DOUBLE WINPOYS MASONRY PIER DETAIL SCALE: NTS Ui � N Q NOTES: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SEE TYP. FOUNDATION 5IMP50N ET EPDXY). DETAILS FOR ADDITIONAL 2. PROVIDE %" DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOWN SEE DETAIL 56 ON 3. FOLLOW MANUFHINSTALLATION HERE M&K project number. STRUCTURAL PLANS FOR INSTRUCTIONS. 181-17006 ADDITIONAL CONNECTION FUTURE a„ INFO NOT 5HOWN HERE GMU BLOCKm r; #5 VERT. BAR ro Bproject j 9 E p SDI LOCATED PER PLAN drawn by: DRILL 6" INTO EX15T'G IN GROUTED CELL MJS FASTEN EA. ROOF TRU55 TO GMU SLAB, EPDXY E DRIVE I I I issue date: 05-02-17 W SIMP50N HT5MI6 TWIST STRAP. #5 DOWEL, PROVIDE I - FASTEN STRAP TO GMU w/ (4) Y4' MIN. 30" LAP SPLICE I I DIA. x 2 Y4' LONG TITEN 56REW5 I z REVISIONS: PROVIDE MOISTURE BARRIER — I I I date initial: PLATE (SIMPSON T55 OR SIM) ® EACH TRUSS. 09-25-17 MK _ 4 _ a : e. : • •. III=III=III=III=1 11-09-17 MK PROVIDE 2x FLAT BLOGKING FIT GRADE 1=T-�=1 I I -III• TIGHT TO ROOF TRUSSES @ EVERY.1 I 1=1 I 1=1 I 1=1 I I .4. I I—III—III=1_TI= '' 12-11-17 MK OTHER BAY FASTENED TO GMU w/ (3) - -III=T= III :1= Y4" DIA. x 3,v2" LONG TAPGON5. FASTEN BLOCKING TO ROOF TRU55E5 - I I I—III—III e ' • 4 I=III=III- �—I � I—I � I � a .. III—I 11 N/ (2) 3 YW 0.131" NAILS @ EA. END. __ I IT irJ 11_ i P RETROrIT DETAILS MISSED VOWEL RETROFIT DETAIL SCALE: 514"x P-0" SCALE= NTS SIM. S M STCM WK DROMW ORA= CD ° W 0 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS /ARE PLAN TH 1 S HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC AND ,ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") , ON THE PLANS. sheet: SD2*0 2x EXTERIOR WALL -SEE PLAN FOR SHEATHING FASTEN FLOOR SHEATHING TO EXTERIOR WALL 5HT'G. TO 2x EXTERIOR WALL AND CONNECTION SPECS. FASTEN 50LE PLATE TO RIM -SEE PLAN FOR 5HIEATHING BOARD w/ 3"x0.131" NAILS ® 6" O.G. BLOCKING W/ 2)ra'"x0.131" NAILS ®6110.0. RUN CONTINUOUS FULL HEIGHT I Ya" 0513BLOGKIN6 EVERY OTHER AND CONNECTION 5PEG5. EXTERIOR WALL 5HT'G. TO OF WALL FROM BOTTOM OF I )e° FULL DEPTH 0513 BLOCKING ® I -JOISTS BAY OVER SHEAR WALL. FASTEN TO RIM TO DOUBLE TOP PLATE RUN CONTINUOUS FULL HEIGHT - PER PLAN CMU BOND BEAM w/ 51MP50N HETAI6 FASTEN SOLE PLATE TO RIM w/ OF WALL FROM BOTTOM OF 48 o.c. ALON6 WALL (I5T BAY ONLY) RIM TO DOUBLE TOP PLATE FASTEN 5HEATHIN6 TO EA. BLOCK w/ (5) EMBEDDED STRAP ®EA. PANEL 2 Y2"x0.131" ® 3" O.G. INTO 3 x0.131 NAILS ® 6� O.G. 4 5HEATHING SOLE PLATE TO RIM w/ 2 2"x0.131" NAILS 6" O.G. 2 Y2"x0.131" 3" O.G. INTO SOLE #8 SCREWS OR (5)2 )2'x0.131" NAILS. PLATE Ya" (MIN.) OSB RIM BOARD I -JOISTS I Ya" (MIN,) 055 RIM BOARD. FASTEN TO EA. I -JOIST ®TOP 4 I -JOISTS BOTTOM CHORD w/ (2) 3 Y4"x0.131 " " -PER PLAN FASTEN RIM TO EA. BLKG x -PER PLAN NAILS " PANEL w/ (3)3 Y4"x0.131" NAILS MIN. 2 Y2 "x0.131" ® 3" O.G. INTO RIM 8" GMU BOND BEAM BOARD BOARD 31" ®3" O.G. INTO RIM FASTEN EVERY OTHER I -JOIST W/ (1) #5 GONT. FA5TEN EVERY 055 BLOCKING TO (w/ WEB 5LOGKIN6 1130TH SIDES) FASTEN RIM P5 GMU BOND FASTEN EVERY OTHER 1-JO15T (w/ WEB FASTEN RIM TO GMU BOND BOND BEAM w/ (1) 51MP50N HETAI6 TO BOND BEAM w/ (I) 51MP50N VERT WALL REINF. B BEAM w/ 51MP50N HETAI6 EXTEND INTO SONO BEAM 5LOGKING BOTH SIDES) TO BOND BEAM BEAM w/ 51MP50N HETAI6 (48" O.G. MAX) '" HETAI6 (48" O.G. MAX) EMBEDDED STRAP ®24 O.G. w/ (1) 51MP50N HETAI6 (48" O.G. MAX) * EMBEDDED STRAP ® 24" O.G. VERT WALL REINF. 70 8 REINF. GMU WALL EXTEND INTO BOND BEAM 8" GMU BOND BEAM VERT WALL REINF. TO 8 GMU BOND BEAM -SEE PLAN FOR VERT. W/ (1) #5 GOVT. EXTEND INTO BOND BEAM W/ (1) #5 CONT. 4 HORZ. REINF. SPECS 8 REINF: GMU WALL 8" REINF. GMU WALL -SEE PLAN FOR VERT. -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 4 HORZ. REINF. SPECS 20 SECTION 21 MT ION S�GTION SGALC= 3/4.,1=-0" 2x4 GATS ® 1611O.G. FASTENED TO GABLE END FASTEN 5HEATHIN6 TO 2x4 2x4 BLOCKING w/ TRU% w/ (2)3"x0.131" BLOGKIN(5 w/ Aa"X0.113" (3)3 )4'x0.131" TOENAILS. PROVIDE (1) R.5. NAILS ® 4"O.C. TOENAILS EACH END FASTEN FLOOR SHEATHING 51MP50N H3 CLIP ® I I r TO BLOCKING w/2 Y2'x0.131" OVERHANGS > 12"NAILS ® 6"O.G. x x x GYPSUM BOA 1'4' MAX 2'-0" MIN 10 FASTEN ROOF SHEATHING TO PER ARCH FDR11 FA561A WITH 23/8'X0.113" R.S. FIREPROOFING ROOF 5HT6 i i N4AIL54 x0.131" II 1501 PLAN NAILS ®6 O.G. i GABLE END VERTICAL WEB SHALL BE II REINFORCING AS REGURIED CONT. 24 MIN BY TRU55 MANUF. ONTO ROOF w ORI 55 RIM BOARD -SEE PLAN cr WALL CONSTRUCTION 2x FA561A PER STRUCTURAL PLAN (1) 5IMP50N A55 SEB ARCH SEE UPLIFT CONNECTOR 3)4'x0.131" TOENAILS ® 12" CLIP ® 16" O.G. 2x SHEAR WALL SCHEDULE ON PLANS FOR O.G. GONNEGTING BOTTOM SEE PLAN FOR CONNECTOR SPECIFICATIONS CHORD TO TOP PLATE SPECIFICATIONS. FASTEN ROOF TRU55 TO FASTEN BOTTOM CHORD OF PROVIDE 2x4 BLOCKING DOUBLE TOP PLATE w/ GABLE END TRUSS TO TOP (3) 3)4'x0.131" TOENAILS PLATE WITH 51MP50N A35 2x4 BRACE vi/2x4 m 48° D.G. IN FIRST (3) PLT ®32" O.G. T-BRAGE, SPACED ® BAYS OF ROOF 4'-0" O.G. MAX. FASTEN TRU55E5-GUT TO FIT 2x4 TO 'T w/ 3 Y4"x0.131" T16HT BETWEEN TRU55 FASTEN BOTTOM OF 2x4 NAILS ® 12" D.G. BOTTOM CHORDS l I BRACE TO DBL. TOP A I C H2 5A 4 (2)3 Y41' xO.�N' DETAIL BLO KrIN6 w/5GREW5 SI.•CiTION TOENAILS �I SCALE= 3/4"■I'-0" /NAILS ®6° O.C. �� � co _I N ii O * PROVIDE SOLID SHIM BETW'N J015T 4 CONNECTOR IF J015T LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE J015T 15 GREATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. * PROVIDE SOLID SHIM BETW'N BLK'G 4 CONNECTOR IF BLK'6 LOCATED LE55 THAN I )2" FROM CONNECTOR. WHERE BLK'6 15 GREATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL R. FASTEN FLOOR 5HEAn TO RIM w/ 2Y2"x0.131" NAILS ® 4110.0. LETTERED DETA I L5 ARE TYP I GAEL EOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL / PPL I GABLE AREA5. THE5E WHERE 5PEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. M :1 x J LL CL O SIIELt SD2ml M.... FASTEN EVERY OSB BLOCKING TO seal; U)W CONT. RIM50ARD ATOP BOND BEAM w/ (1) 51MP50N HETAI6 (48"0.0. MAX) * WALL. FASTEN TO GMU51MP50N a y E d\7 Li+ .au 8" REINF. GMU WALL J W -VERT WALL REINF. TO EXTEND INTO 60NO 13EAM m g ado. -o ° ATF 0 r w n Ui RV FASTEN FLOOR 5HEATHING TO BLOGKING �°®®'°°°°0 P '`i ®$® ®�lpeef/OVAL 0- L 4 w/ 2)2"x0.131" NAILS @ 411O.C. 0% ®®y,y®�B9ddddddD Z r- 2 Ya" FULL DEPTH 0513 � N o BLOCKING ® 46"o.c. ALONG F © copyright: MULHERN & KULP WALL (I5T BAY ONLY ON ONE Structural Engineering, Inc, project mgr: S D I 51DE OF WALL) drawn by: M J S -r- a rn bsuedate: 05-02. 7 E date: Initial: .� 11-09-17 MK LETTERED DETA I L5 ARE TYP I GAEL EOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL / PPL I GABLE AREA5. THE5E WHERE 5PEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. M :1 x J LL CL O SIIELt SD2ml M.... FASTEN EVERY OSB BLOCKING TO z U)W CONT. RIM50ARD ATOP BOND BEAM w/ (1) 51MP50N HETAI6 (48"0.0. MAX) * WALL. FASTEN TO GMU51MP50N a y BOND BEAM w/ HETAI6 EMBEDDED 8" GMU BOND BEAM Li+ STRAP 0 24"o.c. W/ (1) #5 DONT. 8" REINF. GMU WALL J W -VERT WALL REINF. TO EXTEND INTO 60NO 13EAM m g ado. -o -SEE PLAN r w n Ui RV L 4 LLJ 11KTION Z r- 2 � N o M&K project number: 181-17006 project mgr: S D I drawn by: M J S bsuedate: 05-02. 7 REVISIONS: date: Initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK W '.�...' W w�irrwii 2 �i LETTERED DETA I L5 ARE TYP I GAEL EOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL / PPL I GABLE AREA5. THE5E WHERE 5PEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. M :1 x J LL CL O SIIELt SD2ml U)W J O W U)� UN LLJ Z r- 2 � N o Z z LETTERED DETA I L5 ARE TYP I GAEL EOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL / PPL I GABLE AREA5. THE5E WHERE 5PEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. M :1 x J LL CL O SIIELt SD2ml