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3920 Saltmarsh Lp 18-939 (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 v' 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' L 5.3.1 ROOFATION 'u� 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. 0-1 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 "IV 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. -116TH 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 OF TEXTURED FINISH OVER FRAME APPLICATION TO FLORIDA BUILDING CODE 6TH EDITION ( 2017 ) RESIDENTIAL AND ASTM C 926. RECORD CORS WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET GAUGE CORROSION - RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT REVIEWED FORCODE COMPLIANCE FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR - BELOW THE PLATE LINE ON EXTERIOR STUD WALLS �I aNsxAMINER IN ACCORDANCE WITH ASTM C 926. THE WEEP DATE SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED SAINFORD BUILDIN IV.ISI N AREAS. THE WEATHER RESISTANT BARRIER SHALL A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH AUTHORITY TO VIOLATE; CANCEL, ALTER ORSET SHALL COVER AND TERMINATE ON THE ATTACHMENT ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT FLANGE OF THE WEEP SCREED, PER F.B.C.R. ;6TH THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, EDITION ( 2017) RESIDENTIAL WATER RESISTIVE BARRIERS CONSTRUCTION OR VIOLATIONS OF THIS CODE INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVEVAPOR PERMEABLE COMPACTION TESD' BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D REQUIREDPAPER. STUCCO APPLICATION AND CURING PER Residts to be Vedfied FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL OR IN at,Tlab Inspection ACCORDANCE WITH ASTM C 926. #18.939 O LU4 MULHERN+KULP'1rJ O residential structural engineering ®®� 20 South Maple Street, Suite 150 • Ambler, PA 19002 ,�� P215.646.8001 • mulhemkulpcmr► Mulhem+ hu 4�ppltYoW ayuid _ ISSUE DATE: FOR REVIEW REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N i 1lIIA(r �, W c:1.:1„,1 SQUARE FOOTAGE TABULATIONS HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/COVERED PATIO TOTAL ELEVATION 'U' 853 1268 2121 411 44 80 535 i REVISIONS: without permission trom the builder. © 2015 Ashton Woods Homes LAST REVISION LAST SAVED BY: 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. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE 28'-0" 2'-8" 10'-0" 15'-4 2'-2" 16-4" 2'-2" 20'-8" T-4" 28'-0" SLAB PLANU 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 3a w MULHERN+'KULP � °w residential structural engineering -a w jam ®p„- 20 South Maple Street, Suite 150 • Ambler, PA 19002 O F ° 14 P 215.646.8001 • mulhemkulp corn � < r) R qTS Mur�em+ onyWho notiabNedm/ balha�hdplY,a. 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 SLAB sPATIO o O a �— o °O 00 Cf) REINFORCE PER LOCAL .= CODE AND ENGINEER'S SPECIFICATIONS M M r MAIN SLAB 8'-8 3/4" NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. i 00 �".�,...; A) � C\1 ti'1 0! 0 e VERIFY UNDERSLAB I CONDUIT AT ! M Li;n KITCHEN ISLAND T-71 /2" T-91 /4" 4 i i I � I o CV I i ii ii n ii a d ii i i ii ' 8'4" 3 ,f WH�\ cfl CV F2 to d' PORCH SLAB W o wREINFORCE PER LOCAL oCD W O CODE AND ENGINEER'S rn SPECIFICATIONS 0 N OP r 0 V-411 41-811 11-411 O Co GARAGE SLAB r REINFORCE PER LOCAL CODE AND ENGINEER'S o o SPECIFICATIONS T F1 2'-2" 16-4" 2'-2" 20'-8" T-4" 28'-0" SLAB PLANU 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 3a w MULHERN+'KULP � °w residential structural engineering -a w jam ®p„- 20 South Maple Street, Suite 150 • Ambler, PA 19002 O F ° 14 P 215.646.8001 • mulhemkulp corn � < r) R qTS Mur�em+ onyWho notiabNedm/ balha�hdplY,a. 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 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. 11 HALF WALL, HEIGHT AS NOTED 12 INTERIOR SOFFITS: FFL = 8'-1" U.N.O. SFL = T-6" U.N.O., OPT. CASED OPENING U.N.O. 13 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED [167 SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS FIRST FLOOR PLANU- 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT qw-w SECOND FLOOR PLAN 'U' n G 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: 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 �qb,,. °E g6 6 � /sq, MULHERN+KULP . 4 M1 » a:» » »m » residential structural engineering�.,�1 m �Ou F 20 South Maple Street, Suite 150 • Ambler, PA 19002 % "" ° o p215.646.8001 • mulhemkulp.com 011 d ° ° �NALa�®®�® Nulbm+IGlpha ay.dl. rot rayk+ied any atl�a Mtanatlon re4med b ol�¢r ds�. qw-w SECOND FLOOR PLAN 'U' n G 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: 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 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: 2 J r � T >. N N cc O Z � U JV y aN 0 0 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: 1 ST FLOOR = T-4" U.N.O. ON ELEVATIONS 2ND FLOOR – 7-1" U N O 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. 2ND FL. WDW. HT. — E16 E15 E164" 2ND FLOOR FIN. FLR. — qu Lk 1ST FLOOR PL. HT. _ E16 1 " Lk 1ST FL. WDW. HT. 8tv E19' SMOOTH _- N N COACH LIGHT PER BUILDER 1ST FLOOR FIN. FLR_ 1 6" FASCIA 6" FRIEZE ,n FRONT ELEVATIONU i'-0" AT 22"X34" LAYOUT 1 /8'= 1'-0" A" X 17" LAYOUT rh 2ND FLOOR PL. HT. — 2ND FL_WDW. HT. _ e 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 ROOF/WALL 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 E1'7 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E1'9 STUCCO TRIM E22 STUCCO 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. 2ND FL. WDW. HT. — E16 E15 E164" 2ND FLOOR FIN. FLR. — qu Lk 1ST FLOOR PL. HT. _ E16 1 " Lk 1ST FL. WDW. HT. 8tv E19' SMOOTH _- N N COACH LIGHT PER BUILDER 1ST FLOOR FIN. FLR_ 1 6" FASCIA 6" FRIEZE ,n FRONT ELEVATIONU i'-0" AT 22"X34" LAYOUT 1 /8'= 1'-0" A" X 17" LAYOUT rh 2ND FLOOR PL. HT. — 2ND FL_WDW. HT. _ e 0 e NN■ r N Z ■ -' `'" I .• `/ . , , ,�, a '' '. ,,_ '� . 1ST FLOOR FIN. FLR. i r REAR ELEVATIONU 2 1 /4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT E IV »• 4 MULHERN+KULP u » � residential structural engineering t• m0 » OF » Z 20 South Maple Street, Suite 150 • Ambler, PA 19002 P215.646.8001 • mulhemkulp.eom °°�t'a •O R Malian+ HMkdrdIMF0.Mb ailrudlw not f6vlewed mJ ofiel Maaion NhW b dW dame, 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 r � 7 CM T >M N N CC O Z > Q J U w aN W' 0 SHEET NO: FL 53 0 r N Z Q T W N i r REAR ELEVATIONU 2 1 /4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT E IV »• 4 MULHERN+KULP u » � residential structural engineering t• m0 » OF » Z 20 South Maple Street, Suite 150 • Ambler, PA 19002 P215.646.8001 • mulhemkulp.eom °°�t'a •O R Malian+ HMkdrdIMF0.Mb ailrudlw not f6vlewed mJ ofiel Maaion NhW b dW dame, 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 r � 7 CM T >M N N CC O Z > Q J U w aN W' 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. 2ND FLOOR PL. HT. - -ROOFING: PITCHED SHINGLES PER BUILDER. 2ND FL. WDW. HT. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS (2Wn%A/K1 r1AI TW= r-YTF:RIf)R GI 1=\/ATI(1NC 1 ST FLOOR PL. HT.17 — - — - • - — , - ,r r , r r , 1ST FL. WDW. HT. , r r� ' r , r E19 , r oa CP LEFT ELEVATIONU 2 1/4" = V-0" AT 22''X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT a 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 T 1 � T >M Cn Z N � p W Z > Q JO w (L (.U) W 0 0 SHEET NO: 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 I TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. 1 ST FLOOR PL. HT.17 — - — - • - — , - ,r r , r r , 1ST FL. WDW. HT. , r r� ' r , r E19 , r oa CP LEFT ELEVATIONU 2 1/4" = V-0" AT 22''X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT a 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 T 1 � T >M Cn Z N � p W Z > Q JO w (L (.U) W 0 0 SHEET NO: FL 5.3.1 �� 1 T EF ROOF VENT CALC. ELEV. 'U' 1/150 RATIO: 1/300 RATIO: 1/150 RATIO AT HIGH & LOW AREA 1 1308 SF GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET AREA 2 80 SF 119.20 int 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 CALCS 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. 1 T EF ROOF VENT CALC. ELEV. 'U' Name Area 1 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 1308 SF 1313.92 int 627.84 int AREA 2 80 SF 119.20 int 38.40 int T_1—2 ROOF PLANU &1! /4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17 LAYOUT MULHERN+KULPq 4 ": residential structural engineering n �1 y 20 South Maple Street Suite 150 • Ambler, PA 19002 a •,� ` A ��OF p215.646.8001 • mulhemkulpcom 0 P41 ndr, 9hYplii het 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 532 (7 W Z 0 LL Q S O U WW Sasr �� W Q ° s _ -- U J L m J W z (n d- g Q 0 S MU J...UnW� h < mQ 08 g wZ � 41 p S S CL LIJ 0W ZLU o O W LliImo- H Q U ~ Z Q cc 0 OW cc STANDARD ELECTRICAL BOX HEIGHTS WALL CABINE cc - O 12- 2 O U.] O Cc N W m 0 W ttA- Z LL 2 J M 30" HIGH VANITY Y = p BASE CABINET CABINET io iv 00 3 m SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS „SECOND FLOOR UTILITY PLAN 'U' SERVICE PANEU ELECTRIC METER TELEPHONE/ TELEVISION SERVICE BOX --�-{ WP/GFI WP/GF W Z Z WP/GFI AT 0 A/C COND. a L KEYLESS 8 KEYLESS GDO (DEDICATED CIRCUIT) \ P+Ar7)At'-%C \ FIRST FLOOR LEGEND: PLAN'U' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT NOTES: DUPLEX OUTLET 0 � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE 0 CHIMES // CEILING FAN �0 (PROVIDE ADEQUATE SUPPORT) - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND IN 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. - WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." FAN/LIGHTS IN - 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. 4 PUSHBUTTON SWITCH EXTRA DUTY WEATHERPROOF GFI WP/GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE 110V SMOKE DETECTOR HARDWIREID AND INTER- 3D CONNECTEiD W/ BATTERY BACK-UP � /� CEILING FAN WITH INCANDESCENT // LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) GFI GROUND -FAULT CIRCUIT -INTERRUPTER 0 DUPLEX OUTLET RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTUREDETECTOR OR =VAPOR PROOF cot IREIA © CO2D AND INTER- CONNECTED W/ BATTERY BACK-UP HALF SWITCHED DUPLEX OUTLET GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET 0 EXHAUST FAN (VENT TO EXTERIOR) THERMOSTAT SHB HOSE BIBB Q REINFORCED JUNCTION BOX EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) PH TELE WALL SWITCH V ❑ TV TELEVISION TELEVISION --4—ow 1/4" WATER STUB OUT ELECTRIC (METER 3 THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE © ELECTRIC IPANEL WALL SCONCE $ 4 FOUR-WAY SWITCH i DISCONNECT SWITCH TECH HUB SYSTEM WP/GF W Z Z WP/GFI AT 0 A/C COND. a L KEYLESS 8 KEYLESS GDO (DEDICATED CIRCUIT) \ P+Ar7)At'-%C \ FIRST FLOOR UTILITY PLAN'U' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-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: ISI SHEET NO: FL 6.3 ^yv , ° " i� MULHERN+KULP 24� ° o + w... 111 residential structural engineering - O 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.846.8001 • mu/hemkulp.covu Ofl.� m J Nti a " Y 6-�' �IM X 7 MI�1lfll+ OId�Mldhlb raw �d�IEfI�rAE6. C 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 HORIZ. SIDING Of Starlight property g Homes and are not to be HOUSE WRAP utilized for construction, Or — EXTERIOR SHEATHING Copied In part or In whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: RIM JOIST --•- Z-FLASHING HARDIE TRIM, BOTTOM SITS 1 1/2" BELOW TOP OF BLOCK d d J -CHANNEL STUCCO STOP CM ,- d.. °, 5/8" TEXTURED STUCCO OVER BLOCK N J •".. 4` d �y ;� ... • •` LU am Cn HORIZ. BOARD SIDING DETAIL W/ STUCCO @ PERPENDICULAR TO WALL FL. TRUSSES 1 3": 1'-0" AT 22"X34" LAYOUT = V-0" AT 11" X 17" LAYOUT SHEET NO: D-1 Window $ Door AIloyable Wind Pre5!5ureS 140 MPH Wind zone Exi2o5ure G OPENING SIZE INTERIOR ZONES END ZONE5� 6 Gorage Door +25.1 P5F/-28.4 P5F +25.1 P5F/-28.4 P5F 16' Garage Door +24.1 PSF/-2b.8 PSF +24.1 PSF/-2b.8 P5F 10 SOFT. +26.6 P5F/-31.2 P5F +28.6 P5F/-38.5 P5F 20 SOFT. +27.5 P5F/-21.1 P5F +27.5 P5F/-35.q PSF 50 SOFT. +25.8 P5F/-28.3 P5F +25.8 P5F/-32.5 P5F 100 SOFT. +24.5 P5F/-2b.q P5F +245 P5F/-2q.a P5F 500 SOFT. +21.5 PSF/-23.1 PSF +21.5 PSF/-23.q PSF mEnd 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. "t CONNECTION SPECIFICATIONS (T''P. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015T/13LK'6. (1) NAIL o 4" 0.6. (1) NAIL o 4" O.C. STUD TO SOLE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATT= TOENAILS 0 6" o.c. TOENAILS ® 6" o.0 BLK'G. 6THN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS ® 24" ox.. NAILS @ 16" ox. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS ® 16" 0.6. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP * CORNERS 4 INTER5EGTIN6 HALLS (2) NAILS (2) NAILS • 2Y2"x0.113 IS AN AGGEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOHN) EXTERIOR � SHEAF WALL 5HEATH I NCS 5PEG I F I GAT I ON5 INDIGATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REG2UIRES 5HEATHIN6 AND/ OR FASTENIN6 5PEGIFIGATION5 BEYOND THAT OF STANDARD GONSTRUGTION 5YMB0L SHEAR PANEL 5PEG. 7116" PLYWOOD OR 05B FASTENED W PI 2Y2"x0.131" NAILS @ 6" o.G. ALON6 PANEL E06E5 AND 12" o.c. IN THE PANEL FIELD. 1/16" PLYWOOD OR OSB FASTENED w/ P3 ZV2"xO.131" NAILS @ 3" o.6. ALONG PANEL EDGES AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHING REQUIREMENTS: SHEATH ALL EXTERIOR WOOD FRAMED WALL5 W/ 1/16" PLYWOOD OR 056 FASTENED w/ 2 "x0.131" NAILS @ 6" O.G.. AT ALL PANEL E06E5 AND m 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHIN6 SHALL BE GONTINUOU5 FULL'HEI6HT OF 2ND FLOOR HALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR HALLS SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ %"x0.131" NAILS ® I6"o.c. USE (8) 3Y2 "x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALY515 ASSUMES ALL INTERIOR SHEAR HALLS AND EXTERIOR WALL5 ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 6. 5EE ARCHITECTURAL ORAHIN65 FOR AOD'L HALL CONSTRUCTION REQUIREMENTS. 7. ALL EXTERIOR NA:LL5 CONSIDERED FOR SHEAR HALLS. 8. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF HALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/I6" MIN. O5B/PLYWOOD SHEATHING 24/16, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W/ 23/8"x0.113" RING SHANK (R5R5-0I) NAILS (OR BETTER) ® 6" 0.6, PANEL EDGE5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGE5. FASTEN SHEATHING TO GABLE END $ DRAG TRUSSES W NAILS 0 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGE5, RIDGES, VALLEYS, $ HIPS, PROVIDE BLOCKING ALONG PANEL EDGE5 6 FASTEN w/ 2)2"4.131" NAILS e 4" O.G. AN END ZONE IS DEFINED AS 10% OF THE BUILDING'S LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF 5HEATHING FOR MAIN ROOF TRU55E5 5HALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRUSS ALL VALLEY SETS. FASTEN EACH END TO TRUSS BELOW W U5P MTH12 AND (2) 3x0.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERHI5E NOTED. • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH d ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES W/ 2x4 LEDGER FASTENED To FRAMING H/(2) 3"0.131" NAILS o Ib" O.G. UIDL I PT CONNECTORS BEARING CONDITION TRU55 CONNECTOR 51MP50N HTT-4 HOLD-DOHN (W/ 55TBIb A.B) l Ho -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (MSTCbbB3 ALTERNATE) < 15' 51MP50N H2.5A SINGLE ROOF TRU55 BEARING ON SPAN HEADER WOOD STUD WALL/WOOD BEAM 2 2x8 5PF OR 5YP #2 W/ H4xb 3.5"x55" AFP 1.6E SHORT > 15' 51MP50N HIOA ROOF 61RDER TRU55 BEARING ON ALL 51MP5oN HT520 WOOD STUD WALL/WOOD BEAM H4x10 3.5"x95" AFP I.&E SHORT 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON CMU WALL (2)2x12 2 2 x12 5PF OR 5YP #2 W/ ROOF GIRDER TRU55 OR FLU5H ALL (2) 51MP50N HETAI6 BEAM BEARING ON CMU WALL 5PAN HEADER ALL BEARING POINT5 OF EACH ROOF TRU55 5HALL BE CONNEGTED WITH CONNECTOR A5 LISTED ABOVE. HOLD-POWN SCHEDULE SYMBOL SPEGIFIGATION HO -I 51MP50N HTT-4 HOLD-DOHN (W/ 55TBIb A.B) (2)2x6 Ho -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (MSTCbbB3 ALTERNATE) 3.5"x5.5" AFP IbE SHORT LEGEND • ® INTERIOR BEARING WALL • c - BEARING HALL ABOVE • - - - - BEAM / HEADER • LOCATION AND EXTENT OF SHEAR HALL • I; :1 EXTENT OF OVERFRAMING INDICATES LOCATION OF REINFORCED GMU GORE U (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKING UNDER P05T OR JAMB ABOVE. HAVER SUBSTITUTION SCHEDULE LABEL DE50RIPTION LABEL DE5GRIPTION (2)2x6 2 2x6 5PF OR 5YP #2 W/ H4X6 3.5"x5.5" AFP IbE SHORT 1/2" PLYWD FLITCH PLATE SPAN HEADER (2)2x8 2 2x8 5PF OR 5YP #2 W/ H4xb 3.5"x55" AFP 1.6E SHORT 1/2" PLYWD FLITCH PLATE SPAN HEADER (2)2x10 (2)2x10 5PF OR 5YP #2 W/ H4x10 3.5"x95" AFP I.&E SHORT 1/2" PLYWD FLITCH PLATE SPAN HEADER (2)2x12 2 2 x12 5PF OR 5YP #2 W/ H4x10 3.5"x95" AFP LGE SHORT 1/2" PLYM FLITGH PLATE 5PAN HEADER I. WHERE SPF OR 5YP #2 BUILT-UP HEADER5 ARE 5PEGIFIED ON THE PLANS, ANTHONY FORE5T PRODUGT5 (AFP) I.6E 5HORT51PAN HEADER5 MAY BE 5U55TITUTED PER THE HEADER 5065TITUTION 5GHEDULE ABOVE. 2. AFP I.6E 5HORT5PAN HEADER5 HAVE THE FOLLOWING MINIMUM PROPERTIES: E = (,600,000 psi, Fb = 1500 psi, Fv = 175sl, Fc -perp = 650 psi. 3. AFP I.6E 5HORT5PAN HEADER5 MAY NOT BE 5UB5TITUTED WHERE BUILT-UP LVL HEADER5 ARE 51PEGIFIED ON THE PLAN5. 4. REFER TO THE 5TANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTES ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HAS BEEN DESIGNED IN RGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BUILDING GODS (SECTION 1609) LATERAL DESIGN REQUIREMENTS FOR THE FOLLOWING COMMUNITIES ONLY: 140 MPH - EXP. G WHISPERING RIDGE ST. JAMES GROSSING 5HEARW,4TER ESTATES WYNDHAM PRESERVE - BRI550N E. ANY COMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION 8 APPROVAL FROM MULHERN & KULP STRUGTURRL ENGINEERING. GENERAL STR ICTURAL NOTES • DESIGN 15 BASED ON bth EDITION (2017) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDING STAIRS) 30 PSF @ SLEEPIN6 AREAS = 50 P5F @ GARAGE DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE HIND SPEED $ EXPOSURE AS LISTED R15K GATEC70RY II OENERAL FIRM I NO • EXTERIOR HOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS 5HALL BE 2x4 SPF OR 5YP 'STUD' GRADE LUMBER @ lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARNALL5 SHALL BE CONSTRUCTED WITH 2x '5TUO' GRADE MEMBERS SPACED ® I6" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED ® 24" O.G. (MAX). 51NOLE TOP PLATES ALLOWED PER 8602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 (SPF) OR SOUTHERN PINE #2 (SYP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 8 HEADERS H/ 3 -ROWS OF 3"0.131" NAILS o 12" O.G. 5TAGGERED. APPLY NAILING FROM BOTH FACES 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROWS of NAILS FOR 2x6 $ 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS H/ 3"x0.131" NAILS e Ib" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES ® 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 W 7/16" 056 FASTENED W 2Y2"x0.131" NAILS @ 6" O.G. @ EDGE5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR 5Y5TEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEAKING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.OxIO"6 psi • FOR 2 $ 3 PLY BEAMS OF EQUAL NIDTH, FASTEN PLIES TOGETHER WITH 3 ROHS OF 3"x0.131" NAILS ® 8" 0/G OR 2 ROH5Y4"x3Y2" 51MP50N 505 50REH5 (OR 3Y2" TRU55LOK 50REH5) o 16" O/C. USE A MINIMUM OF 3 ROH5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3 -PLY CONDITION, LOCATE TOP 4 BOTTOM NAIL5/5GREWS 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE, USE 2 ROWS OF NAILS FOR 2x6 t 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROH5 OFY4"xb" SIMPSON SDS 5GREWS (OR 6 3/4" TRU55LOK 5GREH5) @ Ib" 0/6. USE A MINIMUM OF 4 ROH5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 50REW5). LOCATE TOP AND BOTTOM SGREH5 2" FROM EDGE, A SOLID T' BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 HOOD POSTS SHALL HAVE SIMPSON PG4Z/EPG4Z GAP 4 AW44Z BASE, U.N.O. • ALL INTERIOR NALL STUDS IN CONTACT W/ GMU'WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LONG TAPGON5 a 24" O.G. seal; 1/15/2015 'S..tlq v�y ay 24 _3 E OF oQ copyright ; MULHERN & KULP Structural Engineering, Inc. o' a c m Z •-� 45L OC ` y � W� 2 I 4-J aC c � 0Lri W project number. 181-17006 project mgr SDI 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) + W ==J 0 T 281...011 21_811 10'-011 V 151_411 7 501.0 - r— — — — — — — --) PORCH SLAB: 3 Y2" GONG. SLAB ON GRADE (2500 P51 MIN) W 6x6-HI.4xHl.4 MESH OR FIBER N I MESH ON 015% COMPACTED FILL OR az VIRGIN SOIL. o q I I 501.0 I SDI.0 S.G.D. RECESS PER MANUFAGTURER'5 INSTRUCTION I I I t I I I I I m i ,— I N I I SEE BLOCK PLAN FOR N VERTICAL BAR LOGATIONS I m I b- I I � I 501.0 m � Ty Im I -� 12'-51/2" 8'-51/2" 11_111 — — —I—. -I— — — — — — — — — — —f—�1 I PORCH SLAB: 3 Y2" GONG. SLAB ON GRADE (2500 P51 —" — — — — - — — — — — 8 I MIN.) w/ bxb-NI.4xHl.4 MESH OR FIBER �20"xlb"xlb" HD -I 4 D -I = DEEP PLAIN SDI.O 4 I N SDI.O I MESH ON q5% COMPACTED FILL OR IFTG. ® HO (TYP) 111-10 1/211 z-1 d- 8'-1 1/211 I VIRGIN SOIL. 2 I r J 24"x24"x8" PAD 501.0 I — — — -J FTG ®CORN R 1 N I N I I 2 0 'N'501.o I I b 501.0 21-411 I b'-0" 21-411 201_811do 1_411 281-011 5LA5 �CUNPATIoN PLAN 22x34 SCALE: 114"=1'-0" ALL ELEV. 110 SCALE: I/8'=1'-0" GENERAL 5TnCTURAL NOTE5 FOUNDATION • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 PSF=. THESE FOUNDATION DESIGNS ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. O.E. IF 2000 P5F 501L IS PRESENT, THESE FOUNDATION DESIGNS ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT N/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. •BUILDER TO VERIFY CORROSION -RESISTANCE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT W PRESERVATIVE -TREATED WOOD. CONTACT LUMBER t HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TRENOTH5 IN 28 DAYS, U.N.O.: f'c = 2,500 P51:....... FOOTINGS 2,500 p5l:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 p51 ...... REBAR • ALL CONCRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 196' AIR ENTRAINMENT. • ALL F=OOTINGS SHALL BEAR AT LEAST 12" BELOH FIN15H GRADE, • FOOTINGS AND 5LA55 ON GRADE SHALL BEAR ON VIRGIN 5011 OR 1596 COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS HHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (201-011 O.G) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT SHALL BE ASTM 6416 F'c=3000 P51 W MAX 3/a" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED CMU GORES (AS INDICATED ON PLAN) 5HALL IN BE REINFORCED W (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 3011 LAP SPLICE HITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE GONTINUOU5 FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENIN655 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-011 O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLAN5) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal, 1/15/2018 Piz u rE N*w d le m4 4. or •� w li Cc a STATE OF m d6 �s p Al (D copyright: MULHERN & KULP Structural Engineering, Inc, C m $ c d a •C a)+ ca Z � N Wy Wcn Ld W project number. 181-17006 project mgr, SDI drawn by: MJS 6sue date: 0 5-0 2- 17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK U? LU 0 i ,G, :D - Z v z 0 N I O 2 I r J 24"x24"x8" PAD 501.0 I — — — -J FTG ®CORN R 1 N I N I I 2 0 'N'501.o I I b 501.0 21-411 I b'-0" 21-411 201_811do 1_411 281-011 5LA5 �CUNPATIoN PLAN 22x34 SCALE: 114"=1'-0" ALL ELEV. 110 SCALE: I/8'=1'-0" GENERAL 5TnCTURAL NOTE5 FOUNDATION • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 PSF=. THESE FOUNDATION DESIGNS ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. O.E. IF 2000 P5F 501L IS PRESENT, THESE FOUNDATION DESIGNS ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT N/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. •BUILDER TO VERIFY CORROSION -RESISTANCE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT W PRESERVATIVE -TREATED WOOD. CONTACT LUMBER t HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TRENOTH5 IN 28 DAYS, U.N.O.: f'c = 2,500 P51:....... FOOTINGS 2,500 p5l:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 p51 ...... REBAR • ALL CONCRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 196' AIR ENTRAINMENT. • ALL F=OOTINGS SHALL BEAR AT LEAST 12" BELOH FIN15H GRADE, • FOOTINGS AND 5LA55 ON GRADE SHALL BEAR ON VIRGIN 5011 OR 1596 COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS HHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (201-011 O.G) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT SHALL BE ASTM 6416 F'c=3000 P51 W MAX 3/a" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED CMU GORES (AS INDICATED ON PLAN) 5HALL IN BE REINFORCED W (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 3011 LAP SPLICE HITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE GONTINUOU5 FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENIN655 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-011 O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLAN5) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal, 1/15/2018 Piz u rE N*w d le m4 4. or •� w li Cc a STATE OF m d6 �s p Al (D copyright: MULHERN & KULP Structural Engineering, Inc, C m $ c d a •C a)+ ca Z � N Wy Wcn Ld W project number. 181-17006 project mgr, SDI drawn by: MJS 6sue date: 0 5-0 2- 17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK U? LU 0 i RESER TO 5-0.0 FOR TYPICAL STRUGTURAL NOTES 8 SCHEDULES sheet: LEFT HAND S160 ,G, :D - Z v z 0 LL 0.. O RESER TO 5-0.0 FOR TYPICAL STRUGTURAL NOTES 8 SCHEDULES sheet: LEFT HAND S160 BLOCK PLAN 22x34 SCALE: 1/4"=1'-0" 110 SCALE: 1/8"=1'-0" 21-0" j START ALL ELEV. MASONRY LINTEL A55EMBL I E5 5EE SCHEDULE AND 5PECIFIGATION5 FOR ADD'L INFO 6ROUT PRECAST LINTEL W EMBEDDED REINF. 6ROUT BOTTOM REINF. I I�PREGAST LINTEL W EMBEDDED REINF. MARK MB -I MB -2 BOTTOM 5HEAR REINFORCEMENT FIE=— TOP REINF. TOP REINF. ----- VERTICAL SHEAR TIES 6ROUT cilmm • BOTTOM REINF.• P " BOTTOM REINF. PRECAST LINTEL W EMBEDDED REINF. rPRECAST LINTEL W ? I I EMBEDDED REINF. (i) #5 � THIS BlY REQ. MB -3/ MB -3A ORa+ 14T MB -4/ MB -4A TI %CAS % M546 LINTELS: LINTELS DESIGNATED WITH AN MB3A/46 SNAIL BE W 5TRUGTEP THE SAME AS M13-3/4 EXCEPT THE DEPTH 514ALL BE MODIFIED FROM I'-4" TO I'-2' BY FIELD CMIN6 THE TOP OF THE PRECAST LINTEL DOWN 2'. ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME. BOND BEAM REINF SHALL RUN CANT THRU TOP LINTEL COURSE. MASONRY LINTEL DETAILS REINFORCEMENT MARK DE-516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB -I 8F8-OB/OT ----- ----- MB-2 8F8-IB/0T ----- (1) #5 MB -3 BFIb-IB/IT (i) #5 (1) #5 #3 TICAL TIES ® 4"o.G. w/ MB -4 8FI6-2B/IT (U #5 (2) #5 180 DEGREE HOOK TSB APPROVED LINTEL MANUFACTURERS ARE: CA5T4CRETE, QUALITY PRECAST GO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-0" 5HALL BE PRESTRESSED. 2.5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT OUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 kat 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. TERMITE PROTECTION - 5ENTRIGON (AS CHOSEN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH THE FBG R315 AND ALL RELATED 5U5GATE60RIE5. 2. PROTECTIVE SLEEVES AROUND PIPIN6 PENETRATIN6 CONCRETE 5LAB-ON-61RADE FLOORS SHALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTEGTION, THE SLEEVE SHALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE 5LA13 U511116 A NON-GORRO51VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 3. CONDENSATE LINE, IRRI6ATIOW5PRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF 0OWN5POUT5 SHALL D15GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDER6ROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOGK5. 6UTTER5 WITH DOWN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVES OF LE55 THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF ■ ■ OENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTIN6 DE516N - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARIN6 GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORROSION-RES15TANGE COMPATIBILITY OF HARDWARE t FASTENERS IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. GONTAGT LUMBER 4 HARDWARE 5)PPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 315. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TRENOTH5 IN 25 DAYS, U.N.O.. f'c = 2,500 p5(:....... FOOTINGS 2,500 p51: .... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy 60,000 p51 ..... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIR61N 501L OR 45% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" 0.6) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF, • 6ROUT SHALL BE ASTM G41b F'c=3000 P51 W MAX 3/g" A66RE6ATE • GONGRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TRENOTH OF IgOO P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • E3REINFORCED GMU GORES (A5 INDIGATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORGED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LEN6TH OF WALL • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH SIDE OF ALL MA50NRY OPENINGS AND AT ALL WALL CORNERS. • VERTIGAL REINFORCEMENT 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 S' -O" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. REFER TO 5-0.0 FOR T)T I GAL STRUCTURAL NOTE5 4 5GHEOULE5 seal: �e oN'j !^ 4� a d -4 u� m baa 37` OF C �� °��� ��,"•a<°�, �3 � �? �°� ®gym © copyright: MULHERN & KULP Structural Engineering, Inc, J N C Q a Z� +�+ w� y N J �r a T U) va L116- �'icNz M&K project number. 181-17006 project mgr. SDI drawn by: MJS issuedate: 05-02-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK w 0 T TVn V J � LL Z Q O x (L w 0 V Q 0 Z z a 0 --j sheet: LEFT HAND 52.0 ■ M DO l` G0� BREAK 5EE t r2ND *%COR FRAM I NCS i':N 22x34 SCALE: 1/4"=1'-0" ALL ELEV. I10 SCALE: 1/8"=1'-0" seal 1/15/2018 a� WAui'gr I' a w 'd0 C) _I F 0 M DO l` G0� BREAK 5EE t r2ND *%COR FRAM I NCS i':N 22x34 SCALE: 1/4"=1'-0" ALL ELEV. I10 SCALE: 1/8"=1'-0" seal 1/15/2018 a� WAui'gr I' a M&K project number. 181-17006 project mgr: S D I drawn by. MJS issue date: 05-02-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK W 0 LO z Q, w U p z U -J U) LL Q o I~ L L CSI w 0 0 Q 0 0., 0 REFER To 5-0.0 FOR TTP I GAL sheet: LEFr HAND 5TRUOTURAL NOTE5 4 SGHEPULE5 S3*0 w 'd0 F © copyright ; MULHERN & KULP Structural Engineering, Inca C �C C Q c a a`i .o Z � • N W`n T N i W y • J C D:2 N �4) y as M&K project number. 181-17006 project mgr: S D I drawn by. MJS issue date: 05-02-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK W 0 LO z Q, w U p z U -J U) LL Q o I~ L L CSI w 0 0 Q 0 0., 0 REFER To 5-0.0 FOR TTP I GAL sheet: LEFr HAND 5TRUOTURAL NOTE5 4 SGHEPULE5 S3*0 N d I II O W' CMU BLOCK R4°I FI -FOIL OR (I) #5 FROM FTG. TO EQUAL OVER VW FURR STRIPS BOND BEAM. SPLICE TO BE MIN. 30" 3Ya" GONG. SLAB w/ GROUT CELL SOLID WWF OR FIBERME5H REINF. OVER 6 MIL. .; VAPOR BARRIER e w 4 I I I=I I I=III—III=1 x 6RADE _ ra . I—I_LI—III—III ,III o :111=III. -III—III : � • < . � '' II—III=111=111-1 I l -IIF=l 11=�f 11=1 e a: I �=111=1II- o III—IIT=111 a 111=1 11=1 11- =i I a I—TI Ih—' .IIIA —111—III i I— Ij. III—III—III CLEAN 11 ' I I II II I �I I I I MONOLITHIC COMPACTED FILL FOUNDATION PV 95% STANDARD (-0 (2) #5 HORIZ. DENSITY MIN. CONT. ON CHAIRS (3" MIN. COVER) WHERE 2ND STORY OCCURS FT6. SHALL BE I'4' WIDE w/ (2) #5 BARS of20TING 5EGTIONW/ BLOCK 11ETA�1L C� NTS NON -LOAD BR6. WALL GARAGE INTERIOR A 4 d a • � 1= = = _- _ = 111=III=III=III=III, � I _III—III—III—III __ I—III—III—III—III—III—III. 111:, III,11III 11 I—,IIIIIIIIIIIIIIIIIII11111_III-til (I) #5 CONT. W/ (oil 3" MIN. COVER 01=F5ET FOOTING NONBEARING DETA I L 8" CMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL 50LID MATCH CMU LEDGE % PER I/5D1.0 .d. ••• _ _I—III—i I I—III—I GRADE •d q _ � ' ;1111—III=1 I I=1 I I ..$ . � ••� • �� 1=1 I I—I I I—_I I 1—T III—III—III—I I III=II=I I I- 1 I I -111—I I: 11=III= III- �=111=111. • ' ' • 111-111 �I I I III—III = 111—� I' GLEAN " I III =III= 11 I MONOLITHIC COMPACTED FILL 1�_D�� FOUNDATION W/ o 15% STANDARD (2) #5 HORIZ. DEN5ITY MIN. CONT. ON CHAIRS WHERE 210 STORY (3" MIN. COVER) OCCURS FTG. SHALL BE 1'-4" WIDE W (2) #5 BARS 2 GACURB DETAIL !t(11 FILLED CELLS (5EE FLAW 4" GARAGE " TOP VIEW ®CORNER F —1 �_���6ARA6E WALL 3 Ya" GONG. SLAB m411 .4 d 20"x8" THICKENED EDGE W/ 0 #5 CONT. THICKENED EDGE ® GARAGE DOOR DETA I L SGAU, NT$ SGAJ.C: NTS SLOPE PER MFG, SPECS I ) RECESS 0 SLIDING CGLA-% DR. ' d 4 S" CMU BLOCK - SILL FORMED ON 51TE a ' (V #5 FROM FTG. TO - EXP JOINT BOND BEAM. SPLICE TO BE MIN. 25" GROUT CELL 50LID SLOPE SILL FORMED ON 51TE 32" GONG. SLAB — (2500 P.S.I) W/ 6x6 tii I 10/10 W.W.M. AND 6 MIL. - m w I VAPOR BARRIER c� GRADE I I—i I 1=III 11 E a . . 4 L III ' q EXP JOINT 4 4- .:. r•a EXTERIOR OUT5WING I$ 56D POURED SILLS DETAIL Wait NTS R4.1 FI -FOIL OR EQUAL OVER V4" ' FURR STRIPS 3)2" GONG. SLAB W WWF OR FIBERME5H REINF. OVER b MIL. VAPOR BARRIER . .d, d: ` r• '..• Q_ ,=III—III—III—IT_I I I I I—III—T—I I f- 7• �• � :.III—III—III—� I 1 I—III—_I I t II—III 'd AA III I r1-- A/C CHASE PVC SLEEVE TO BE -1 I I, ;III 1=III—III— TWICE THE DIAMETER OF PROTECTED PIPE CHASE DETAIL 10 SGALt:= NTS Y2" GYP. BD. EA. 51DE OF 2x'5 0 16" O.G. STUD PLATE TIES STUD TOP ill BOT. (IF FASTEN W/Y4"x5" LON6 TAPGON5 NOTED ON PLANS) 0 V-8" O.G. AND 12" MAX FROM END OF WALL OU55 NOTED PT. BOT. PLT. OTHERWISE ON PLANS) ' -III=1Ti=1 I f=1 I f_ ' , a d• : ' < ' II—III—IT_I—III-11 III—III—III—III �' 4 a .,. . ' `� d '=1 I_I=II1=1111;1 I '—III—IIS 1 1 1=1 I— I I— I I-1— I—III —I 1-1 1—I I ITI I i�l l i 1111—III I I I—III I, ; =III III=1 CONT. ON CHAIRS (3" MIN. COVER) WHERE 2ND STORY OCCURS FTG. SHALL BE I'-8" WIDE W (3) #5 BARS UPLIFT CONNECTORS SUCH A5 5TUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANGHOR5 AT BEARING WALLS PER ABOVE, UNLE55 NOTED OTHERWI5E ON PLANS 3 INT. BEARING WALL FOOTING DETAIL WAX. NTS 8"x8" THICKENED SLAB W/ (1) #5 CONT. 0111�KENED EDGE DETAILNT8 8 GMU BLOCK PROVIDE 30" MIN. LAP SPLICE 3 Y2" GONG. SLAB W N #5 VERT. IN GROUTED CELL, FULL 7 WWF OR FIBERME5H HT. (5EE PLANS FOR REINF. OVER 6 MIL. LOCATIONS) VAPOR BARRIER q q i 1 III- I I- BREAK FACE SHELL TO ALLOW FOR SLAB GRADE a ROUT SOLID BELOW SLAB DOWN T TO FOOTING N #5 DOWEL W/ 6" a: 12"Ab" CONT. CONT. HOOK (5EE PLANS a FT6. W/ (2) #5 HORIZ. FOR LoGATIOWCONT. ON CHAIRS (3" ° . 4 MIN. COVER) DROPPED GRADE DETAIL II SGAUJI NTS '—III—I I i—III ° " °III—III-11 �=I=1 I I— I a. 11=1T1=I I I_ GLEAN GOMPACTED' I I—_I I I—I I I FILL o 45% STANDARD 111-1 I I=I DENSITY AND TERMITE I =III III—III—III III _ �..ai TREATED ' I 1=1 I I—III—IT_I=1 1- MortouTHIG FOUNDATION IN (2) #5 HORIZ. ' CONT. ON CHAIRS MIN. (3" MIN. COVER) WHERE 2ND STORY' OCCURS FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS � j o.ENTRY DOOR DETAIL 0 scat., NTS 6" CMU BLOCK R4.1 FI -FOIL OR EQUAL OVER %4° (1) #5 FROM FT6. TO FURR STRIPS �•+ 1 BOND BEAM. SPLICE TO BE MIN. 30" 3Ya" GONG. 5LA13 w/ GROUT CELL 50LID WWF OR FIBERME514 T,i PORCH SLAB REINF. OVER 6 MIL. W cv VAPOR BARRIER �--, (5EE FLAW ` '' w 0 •d — . d • " 1=III—III—III--III . ' d • I. d' ' 'A4 . =I I 1=1 I I—i I III ..111— la.., EXP JOINT III III=III—III— I--1 — —III—I •. "' • q. I I=III—i i I=1 � 0 O =111_1 I _ • • • • _ I=1 I I-L�I I 1 �---� ,�.,_, � III=1�=III=T I—, MONOLITHIC w III III--III—III I GLEAN III —III_ I ' ' FOUNDATION YV 2 COMPACTED FILL(2) #5 HORIZ. 0 g5% STANDARD I �_D�� CONT. ON CHAIRS 0 DENSITY MIN. (3" MIN, oov% Z Q WHERE 2ND STORY z OCCURS FTG. SHALL BE 1'4' WIDE W (2) #5 BARS 0 EXTERIOR WALL @ PORCH 5LAI DETAIL 0 12 SCALL'" NTS sheet: SD 1 0 • seal szJ454QJ8 N s G° pp 24 m� INTERIOR r T - F ° li Y2" GYP. BD. EA. 51PE ��a, OF 2x4'5* 16" O.C. I �1. GARAGE FASTEN W/Y4'x5" LONG TAPCONS 0 -8 O.G. AND 12 MAX FROM 2 2 1/4" END of WALL (UNLE55 NOTED 1 1/2" OTHEM15E ON PLANS) c copyright: MULHERN & KULP U STUD PLATE TIES 0 STUD Structural Engineering, Inc, } PT BOT. PLT. I TOP h BOT. OF NOTED ON PLAN5)12 0.. (b� a •d: r r o d O q •rad Al •11311 C m (2) #5 HORIZ. u I 10 �� 10 L Z CONT. ON CHAIRS (31, MIN. COVEW v' +r Ujy � UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT —r- CL c REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANGHOR5 AT BEARING WALL5 PER ABOVE, UNLESS NOTED OTHERWI5E ON PLANS 0� SET TOOTING BEARING DETAIL m a SGW.S= NTS IV IF W project number: 181-17006 6" CMU BLOCK BEYOND pr°jed mgr SDI R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER V4" drawn by: MJ S FURR STRIPS ssuedate: 05-02- `I 7 3Ya" GONG. SLAB W/ MTL. THRESHOLD SET IN SEALANT WWF OR FIBERME5H REINF. OVER 6 MIL. RNSIONs: date: initial: PORCH SLAB VAPOR BARRIER (5EE PLANS) 09-25-17 MK :I 11=1 11=1 I I-1 I I— 11-09-17 MK I— 1= — — 1 I - =1 I I—III. '-111=1I1=1 I f_ 1.4 I I T=—I 1 I-TTI=III—' ' 11—I I I—I 11-1_ 12-11-17 MK '—III—I I i—III ° " °III—III-11 �=I=1 I I— I a. 11=1T1=I I I_ GLEAN GOMPACTED' I I—_I I I—I I I FILL o 45% STANDARD 111-1 I I=I DENSITY AND TERMITE I =III III—III—III III _ �..ai TREATED ' I 1=1 I I—III—IT_I=1 1- MortouTHIG FOUNDATION IN (2) #5 HORIZ. ' CONT. ON CHAIRS MIN. (3" MIN. COVER) WHERE 2ND STORY' OCCURS FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS � j o.ENTRY DOOR DETAIL 0 scat., NTS 6" CMU BLOCK R4.1 FI -FOIL OR EQUAL OVER %4° (1) #5 FROM FT6. TO FURR STRIPS �•+ 1 BOND BEAM. SPLICE TO BE MIN. 30" 3Ya" GONG. 5LA13 w/ GROUT CELL 50LID WWF OR FIBERME514 T,i PORCH SLAB REINF. OVER 6 MIL. W cv VAPOR BARRIER �--, (5EE FLAW ` '' w 0 •d — . d • " 1=III—III—III--III . ' d • I. d' ' 'A4 . =I I 1=1 I I—i I III ..111— la.., EXP JOINT III III=III—III— I--1 — —III—I •. "' • q. I I=III—i i I=1 � 0 O =111_1 I _ • • • • _ I=1 I I-L�I I 1 �---� ,�.,_, � III=1�=III=T I—, MONOLITHIC w III III--III—III I GLEAN III —III_ I ' ' FOUNDATION YV 2 COMPACTED FILL(2) #5 HORIZ. 0 g5% STANDARD I �_D�� CONT. ON CHAIRS 0 DENSITY MIN. (3" MIN, oov% Z Q WHERE 2ND STORY z OCCURS FTG. SHALL BE 1'4' WIDE W (2) #5 BARS 0 EXTERIOR WALL @ PORCH 5LAI DETAIL 0 12 SCALL'" NTS sheet: SD 1 0 • OVERFRAMING ROOF SHEATWIN6 (4)23/8"X0.113" R.5. TOE NAILS ALL LAP5 IN MA5ONRY 25" 23/8'x0.113" R.5. NAIL5 @ (o" O.G. FA5TEN 2x P.T. WALL PLATE/ END P.T. VALLEY 5ET (EDGE NAIL) 5TUD TO GMU WALL w/Y4" x 4" LONG OVERFRAMIN6 TRU55 TAPGON 5GREW5 @ 16" O.G. ® INT. 2x INTERIOR WALL RUNNING BAR 23/8'X0.113" R.5. NAIL5. 6" O.G.5HEARWALL END - 5EE PLAN FA5TEN EACH MAIN ROOF 5HEATHING OVERFRAMED TRL55 END TO TRU55 BELOW WITH (1) 51MP50N MT512 GLIA Z#5 GORNER BAR IIIIIIIIIIIIIIIIIIIIIII16\—MAIN ROOF TRU555 GROUTED CELL T1'p I GAEL OYERFR,AM I NG SHEARAALL INTERSECTION TYF. CORNER VERT. HALL CONN GT I ON OET,� IL CONNECTION OETA I L G RE I NFORC I N& DETAIL SCALE: N.T.S. SCALE: N.T.G. SCALL°: NTS 2x AT P.T. CL OF OPENING (I) #5 1N CENTER BUGK - 13OND BEAM • }—--- ------------- • Y2'DIA. J -BOLT* I (5EE BELOW) (I) #5 BAR IN PRECAST LINTEL -� 2X4 P.T. TOP BUCK LU (2) #5'5 VERTIGAL IN GROUT FILLED • � CELL. IN WALL5 GREATER THAN 30" 2X6 P.T. BUCK EACH } SIDE OF OPENING WIDE, ONLY (1) #515 REQUIRED (1) #5 VERTICAL IN GROUT FILLED CELL PROVIDE (5),Y2" DIA. J -BOLT* W/ 5Y211 • EMBEDMENT AT EACH DOOR BRACKET, (IF REGID PER PLAN) EACH 510E OF DOOR. PROVIDE N Y2' k 3�6' u~i THICK WA5HER W/ EACH ANCHOR 05T BOLT ENTIRE COLUMN TO TO BE 6" MAX ABV. CURB REST EQUALLY BE GROUT FILLED 5PAGED APPROXIMATELY 24" O.G.) 0��0 PROVIDE # OF DOWEL5 ® 5LAB TO FIN. FL. MATGH VERT. BARS W 30 MIN LAP 5PLIGE PROVIDE Y2 DIA. x 6Y2 LONG 51MP50N TITEN HD OR APPROVED EQUAL IN NOTE: ALL HOOKS AND 5PLICE5 TO BE GON5TRUGTED AND SIZED PER NOTES PLACE OF J -BOLT IF M155ED DURING GON5TRUGTION 6ARA6E DOOR PERT. RE I NFORC I NG OETA I L K GA�RA�GE ODOR BUCK DETAIL f GALi:= N15 3GALC: NS REFER TO CONNECTION REFER TO CONNECTION 5PECIFIGATION5 CHART ON 50.0 5PEGIFIGATION5 CHART ON 50.0 FOR J015T / RIM BOARD I-JO15T5 FOR J015T / RIM BOARD CONNECTION TO TOP PLATE (5EE PLAN) GONNEGTION TO TOP PLATE -J015T5 (5EE PLAN) BLOGKIN6 IF. OV. " BY J015T MANU1=. RIM BOARD OR BLKG I-JO15T5 PER JO15T MNF. (5EE PLAN) REFER TO DETAIL 3/5DI.0 OR INTERIOR BR6. REFER TO DETAIL 3/5DI.0 OR INTERIOR BR6. 4/501.0 FOR 50LE PLATE WALL (5EE PLAN) 4/5DI.0 FOR 50LE PLATE WALL (5EE PLAN) CONNECTION TO CONCRETE CONNECTION TO CONCRETE TY' p I CAL INTERIOR BEARI NG WALL DETAIL TYP I CArL INTERIOR BEARING WALL OET,A I L SGALt:: S/4"■I'-0" NIF~IVAM MWIN6 i seal: 141�,O1S (Iq 140 NOTES:! a -�— BOND -BEAM I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF WINDOW, 1111�FA5TEN BUCK TO MA50NRY W/ (1) ROW OF Wc,"x4" TAPGON5 6" FROM ENDS a AND 16" O.G. MAX. TAPGON5 TO BE 14/2" MIN. FROM E06E OF BUCK. D� e� � RECESSED RECE5PREGA5T 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. WEADER 5TRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHER5 IN THIS AE "yee�®��oo 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. ® EA. 5UGGE551VE BUCK. ©copyright : MULHERN & KULP structural Engineering, Inc. 4. MIXIN6 OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE 5AME OPENING �— IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. J '� 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK W/ (2) c .a Q ROW5 OF 2 Y2"x0.131" NAIL5 ® 16" O.G. FA5TEN WINDOW TO 2X PER WINDOW N MANUFACTURERS 5PEG5. BUCK 5PEGIFIED E BY WINDOW/DOOR MANUFACTURER Za BCKOET,�ILW02w2A ' � E c�C D 7 I/1 N C= N 4 -� BOND -BEAM--= _.,,_.---GONTIN. PREGA5T HEADER 6" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW 51LL, OR EQUIV. z GA5T-GRETE WINDOW 51LL, OR EQUIV. — IV NOTES: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION 51MP50N ET EPDXY). DETAIL5 FOR ADDITIONAL 2. PROVIDE %" DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOWN BLON OR BRUSH CLEAN. HERE W project number. 5EE DETAIL 56 ON 5. FOLLOW MANUF. IN5TALLATION 5TRUCTURAL PLAN5 FOR INSTRUCTIONS. 181-17006 ADDITIONAL GONNEGTION FUTURE 8" INFO NOT 5HOWN HERE CMU BLOCKproject m r: #5 VERT. BAi? TO BE s .S D I FER DRILL 6" INTO EXI5T'6 NOGR0UTE0 ELLAN drams by. MJS FASTEN EA. ROOF TRU55 TO GMU SLAB, EPDXY 4 DRIVE I I I __J issue date: 05��2� 7 V4/ 51MP50N HT5MI6 TW15T 5TRAP. #5 DOWEL, PROVIDE I — FA5TEN STRAP TO GMU W (4) Y4" MIN. 50" LAP SPLICE I I O DIA. x 2Y4" LON6 TITEN 5GREW5 N I z REVISIONS: PROVIDE MOISTURE BARRIER date: initial: PLATE (51MP50N T55 OR 51M) EACH TRU55. _ 09-25-17 MK •,. I a. e PROVIDE 2x FLAT BLOCKING FIT GRADE b. 11-09-17 MK _ _II—III—III—III—II TIGHT TO ROOF TRU55E5 ® EVERY =III=III—III=LI .4. i 12-11-17 MK OTHER BAY FA5TENED TO GMU w/ (3) Y4IDIA. x 3)/2" LONG TAPGON5. _I I I—III I I a' ' . 4j. FA5TEN BLOCKING TO ROOF TRU55E5 e 4• I—�1 IIII7— I I I— Y41 (2) 3 Y4"x0.131" NAIL5 ® EA. END. IIL,,III,;,III,,III=TI— � DOUBLE WINDOW M, SONRY i'IER OET,41L RETROI=IT OET IL MISSED DOAEL RETROFIT DETAIL L SCALL'= NTS SGALr: 9/4"■I'_O SGALC: NTS SIM. • CW STLM MR PRAIW BRAN It LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. M SD2*0 2x EXTERIOR WALL -5EE PLAN FOR SHEATHING FASTEN FLOOR 5H:EATHIN6 TO EXTERIOR WALL 5HT. TO 2x EXTERIOR WALL AND CONNECTION 5PEG5. FA5TEN 50LE PLATE TO RIM 'G-5EE PLAN FOR SHEATHING BOARD w/ 3"x0.131" NAILS ®6" O.G. BLOCKING w/ 2 YZ"x0.131" NAILS ®6"O.G. RUN GONTINUOU5 FULL HEIGHT I Ya 0513 BLOGKING EVERY OTHER AND CONNECTION 5PEG5. EXTERIOR WALL 5HT'G. TO OF WALL FROM BOTTOM OF IY" FULL DEPTH 05B BLOGKING I -JOISTS BAY OVER SHEAR WALL. FASTEN TO RIM TO DOUBLE TOP PLATE RUN CONTINUOUS FULL HEIGHT 48"o.c. ALONG WALL (15T BAY ONLY) - PER PLAN GMU BOND BEAM w/ 51MP50N HETAI6 FASTEN SOLE PLATE TO RIM w/ OF WALL FROM BOTTOM OF RIM TO DOUBLE TOP PLATE FASTEN 5HEATHING TO EA. BLOCK w/ (5) EMBEDDED STRAP @ EA. PANEL 2 Y2"x0.131" ® 3" O.G. INTO 3"x0.131" NAIL5 ® 6" O.G. 4 5HEATHING 50LE PLATE TO RIM w/ 2 2"x0.131" NAIL5 ® 6" O.G. 2 Y2"x0.13►" ® 3" O.G. INTO 50LE #8 5GREW5 OR (5)2 Y2'xO.131" NAIL5. PLATE " Ya" (MIN) 0513 RIM BOARDI-J015T5 FASTI^N TO EA: I -JOIST ®TDP � I -JOISTS I Ya (MIN.) 0513 RIM BOARD. � " -PER PLAN FA5TEN RIM TO EA. BLKG X -PER PLAN BOTTOM CHORD w/ (2) 3 Y4x0.131 NAIL5 PANEL w/ (3)3 Y4"x0.131" NAIL5 � MIN. 2 Y2"x0.131" ® 3 O.G. INTO RIM a 8" GMU BOND BEAM BOARD BOARDI31" ® 3" O.G. INTO RIM FA5TEN EVt:RY OTHER I-JO15T W/ (1) #5 GONT. FASTEN RIM TO GMU BOND FA5TEN EVERY 05B BLOCKING TO (w/ WEB BLOCKING BOTH 51DE5) FASTEN EVERY OTHER I -JOIST (w/ WEB FA5TEN RIM TO GMU BOND BONA BEAM w/ (1) 5IW50N HETAI6 TO BOND BEAM w/ (1) 51MP50N VERT WALL REINF. TO BEAM w/ DMP50N HETAI" BLOCKING BOTH 51DE5) TO BOND BEAM BEAM w/ 51MP50N HETAI6 EXTEND INTO BOND BEAM EMBEDDED STRAP ®24 O.G. w/ (I) 51MP50N HETAI6 (48" O.G. MAX) * EMBEDDED STRAP ®24" O.G. (48" O.G. MAX) "_ HETAI6 (48" 0 �. MAX) GMU BOND BEAM VERT WALL REINF. TO 8" 8" REINF. GMU WALL EXTEND .INTO BOND BEAM 1/ERT WALL REINF. TO 8" GMU BOND BEAM -5EE PLAN FOR VERT. W/ (1) #5 CONT. EXTEND INTO BOND BEAM W/ (1) #5 CONT, 4 HORZ. REINF. 5PEG5 8" REINF. GMU WALL 8" REINF. GMU WALL -5EE PLAN FOR VERT. -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PE05 4 HORZ. REINF. 5PE65 SEGTION S�GTION WW=�G20 WALE: 3/4.,L-0.SG,441:= 3/4,I,pAL� S/4 2x4 GATS ® 1611O.G FA57ENED TO GABLE END FA5TEN 5HEATHIN6 TO 2x4 2x4 BLOGKING w/ TRU55 w/ (2)3"x0.131" BLOGKING w/ A/a"X0.113" (3)3 Y4"x0.131" TOENAILS. PROVIDE (1) R.5. NAIL5 @ 4"O.G. TOENAIL5 EACH END FA5TEN FLOOR 5HEATHING 51MP50N H3 CLIP @ TO BLOGKING w/2 Y2'x0.131 OVERHANGS > 12" x x NAIL5 ®611O.G. x GYP5UM BOA 1'4' MAX 2'-0 MIN FA5TEN ROOF 5HEATHING TO PER ARCH FOR FA501 A WITH 0/6"X0.113" R.5. FIREPROOFING (4) 54"X0.151" �� I-JOI5T5 NAIL5 ®6" O.G. SHALL BEG NAIL5 II -5EE PLAN GABLE END VERTICAL WEB CONT. 24" MIN REINFORGING A5 REOURIED ONTO ROOF BY TRU55 MANUR z Q ORI 513 IM BOARD � WALL CONSTRUCTION -5EE PLAN 2x FA501A PER 5TRUGTURAL PLAN (1) 51MP5ON A55 -5EE ARCH SEE UPLIFT CONNECTOR 3Y4"x0.131" 70ENAIL5 ® 12" CLIP ® I6" O.G. 2x 5HEAR WALL 5CHEDULE ON PLAN5 FOR O.G. GONNEGTING BOTTOM - 5EE PLAN FOR CONNECTOR 5PEGIFIGATION5 CHORD TO TOP PLATE 5PEGIFIGATION5. FA5TEN ROOF TRU55 TO FASTEN BOTTOM CHORD OF GABLE END TRO55 TO TOP 2x4 BRACE v4/2x4PROVIDE 2x4 BLOCKING DOUBLE TOP PLATE w/ (3) 3 Y4'xO.131" TOENAIL5 PLATE WITH 51MP50N A35 ®48" O.G. IN FIRST (3) CLIPS ®32" O.G. T�BRACE, SPACED ® BAYS. OF ROOF 4'-0" O.G. MAX. FASTEN TRU55E5-GUT TO FIT 2x4 TO 'T w/ 3 Y4"x0,131" TIGHT BETWEEN TRU55 FA5TEN BOTTOM OF 2x4 NAIL5 ® 12" O.G. BOTTOM GHORDS BRACE TO DBL. TOP C A PLATE w/ (i) SIMP50N @=2WELI � I LBLOGKFA5TENNG w/SCREWS LTI©NWr LL TO H2.5A 4 (2)3Y4"x0.131"ALL: 8/4 TOENAIL5 9/4"=I'-0" /NAIL5 ® 6" O.r SGALC= S/4"aI'-0" I * PROVIDE 50LID SHIM BETW'N J015T 4 CONNECTOR IF J015T LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE JO15T 15 GREATER THAN 0/2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. seal: 1/15/2018 * PROVIDE SOLID SHIM BETW'N BLK'G C,W �Iv `ro °� CONNECTOR IF BLK'G LOCATED LE55 THAN m ° Y2" FROM CONNECTOR. ° WHERE BLK'G 15 GREATER THAN I Y2" FROM . CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL R. 0 T, kA E r ° FASTEN FLOOR SHEATHING FASTEN FLOOR 5HEATHING TO BLOCKING ,�°°`� ti "® H/ 2 Y2 "x0.131" NAIL5 @ 4"O.G. �`�e '` 6, ° � � " �� �'S TO RIM w/ 2 Y2 x0.131 dog, , �51� ,,.�. NAIL5 ® 4"O.G. I Y8' FULL DEPTH 05B X64' a "m v Olt BLOGKIN(5 ® 48"o.c. ALON(5y ©copyright ; MULHERN & KULP WALL 057 BAY ONLY ON ONE Structural Engineering, Inc. 51DE OF WALL) rn c Y � "��, N C c a`i 11 0 181-17006 project mgr SDI 2x EXTERIOR WALL -5EE PLAN FOR SHEATHING FASTEN FLOOR 5H:EATHIN6 TO EXTERIOR WALL 5HT. TO 2x EXTERIOR WALL AND CONNECTION 5PEG5. FA5TEN 50LE PLATE TO RIM 'G-5EE PLAN FOR SHEATHING BOARD w/ 3"x0.131" NAILS ®6" O.G. BLOCKING w/ 2 YZ"x0.131" NAILS ®6"O.G. RUN GONTINUOU5 FULL HEIGHT I Ya 0513 BLOGKING EVERY OTHER AND CONNECTION 5PEG5. EXTERIOR WALL 5HT'G. TO OF WALL FROM BOTTOM OF IY" FULL DEPTH 05B BLOGKING I -JOISTS BAY OVER SHEAR WALL. FASTEN TO RIM TO DOUBLE TOP PLATE RUN CONTINUOUS FULL HEIGHT 48"o.c. ALONG WALL (15T BAY ONLY) - PER PLAN GMU BOND BEAM w/ 51MP50N HETAI6 FASTEN SOLE PLATE TO RIM w/ OF WALL FROM BOTTOM OF RIM TO DOUBLE TOP PLATE FASTEN 5HEATHING TO EA. BLOCK w/ (5) EMBEDDED STRAP @ EA. PANEL 2 Y2"x0.131" ® 3" O.G. INTO 3"x0.131" NAIL5 ® 6" O.G. 4 5HEATHING 50LE PLATE TO RIM w/ 2 2"x0.131" NAIL5 ® 6" O.G. 2 Y2"x0.13►" ® 3" O.G. INTO 50LE #8 5GREW5 OR (5)2 Y2'xO.131" NAIL5. PLATE " Ya" (MIN) 0513 RIM BOARDI-J015T5 FASTI^N TO EA: I -JOIST ®TDP � I -JOISTS I Ya (MIN.) 0513 RIM BOARD. � " -PER PLAN FA5TEN RIM TO EA. BLKG X -PER PLAN BOTTOM CHORD w/ (2) 3 Y4x0.131 NAIL5 PANEL w/ (3)3 Y4"x0.131" NAIL5 � MIN. 2 Y2"x0.131" ® 3 O.G. INTO RIM a 8" GMU BOND BEAM BOARD BOARDI31" ® 3" O.G. INTO RIM FA5TEN EVt:RY OTHER I-JO15T W/ (1) #5 GONT. FASTEN RIM TO GMU BOND FA5TEN EVERY 05B BLOCKING TO (w/ WEB BLOCKING BOTH 51DE5) FASTEN EVERY OTHER I -JOIST (w/ WEB FA5TEN RIM TO GMU BOND BONA BEAM w/ (1) 5IW50N HETAI6 TO BOND BEAM w/ (1) 51MP50N VERT WALL REINF. TO BEAM w/ DMP50N HETAI" BLOCKING BOTH 51DE5) TO BOND BEAM BEAM w/ 51MP50N HETAI6 EXTEND INTO BOND BEAM EMBEDDED STRAP ®24 O.G. w/ (I) 51MP50N HETAI6 (48" O.G. MAX) * EMBEDDED STRAP ®24" O.G. (48" O.G. MAX) "_ HETAI6 (48" 0 �. MAX) GMU BOND BEAM VERT WALL REINF. TO 8" 8" REINF. GMU WALL EXTEND .INTO BOND BEAM 1/ERT WALL REINF. TO 8" GMU BOND BEAM -5EE PLAN FOR VERT. W/ (1) #5 CONT. EXTEND INTO BOND BEAM W/ (1) #5 CONT, 4 HORZ. REINF. 5PEG5 8" REINF. GMU WALL 8" REINF. GMU WALL -5EE PLAN FOR VERT. -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PE05 4 HORZ. REINF. 5PE65 SEGTION S�GTION WW=�G20 WALE: 3/4.,L-0.SG,441:= 3/4,I,pAL� S/4 2x4 GATS ® 1611O.G FA57ENED TO GABLE END FA5TEN 5HEATHIN6 TO 2x4 2x4 BLOGKING w/ TRU55 w/ (2)3"x0.131" BLOGKING w/ A/a"X0.113" (3)3 Y4"x0.131" TOENAILS. PROVIDE (1) R.5. NAIL5 @ 4"O.G. TOENAIL5 EACH END FA5TEN FLOOR 5HEATHING 51MP50N H3 CLIP @ TO BLOGKING w/2 Y2'x0.131 OVERHANGS > 12" x x NAIL5 ®611O.G. x GYP5UM BOA 1'4' MAX 2'-0 MIN FA5TEN ROOF 5HEATHING TO PER ARCH FOR FA501 A WITH 0/6"X0.113" R.5. FIREPROOFING (4) 54"X0.151" �� I-JOI5T5 NAIL5 ®6" O.G. SHALL BEG NAIL5 II -5EE PLAN GABLE END VERTICAL WEB CONT. 24" MIN REINFORGING A5 REOURIED ONTO ROOF BY TRU55 MANUR z Q ORI 513 IM BOARD � WALL CONSTRUCTION -5EE PLAN 2x FA501A PER 5TRUGTURAL PLAN (1) 51MP5ON A55 -5EE ARCH SEE UPLIFT CONNECTOR 3Y4"x0.131" 70ENAIL5 ® 12" CLIP ® I6" O.G. 2x 5HEAR WALL 5CHEDULE ON PLAN5 FOR O.G. GONNEGTING BOTTOM - 5EE PLAN FOR CONNECTOR 5PEGIFIGATION5 CHORD TO TOP PLATE 5PEGIFIGATION5. FA5TEN ROOF TRU55 TO FASTEN BOTTOM CHORD OF GABLE END TRO55 TO TOP 2x4 BRACE v4/2x4PROVIDE 2x4 BLOCKING DOUBLE TOP PLATE w/ (3) 3 Y4'xO.131" TOENAIL5 PLATE WITH 51MP50N A35 ®48" O.G. IN FIRST (3) CLIPS ®32" O.G. T�BRACE, SPACED ® BAYS. OF ROOF 4'-0" O.G. MAX. FASTEN TRU55E5-GUT TO FIT 2x4 TO 'T w/ 3 Y4"x0,131" TIGHT BETWEEN TRU55 FA5TEN BOTTOM OF 2x4 NAIL5 ® 12" O.G. BOTTOM GHORDS BRACE TO DBL. TOP C A PLATE w/ (i) SIMP50N @=2WELI � I LBLOGKFA5TENNG w/SCREWS LTI©NWr LL TO H2.5A 4 (2)3Y4"x0.131"ALL: 8/4 TOENAIL5 9/4"=I'-0" /NAIL5 ® 6" O.r SGALC= S/4"aI'-0" I * PROVIDE 50LID SHIM BETW'N J015T 4 CONNECTOR IF J015T LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE JO15T 15 GREATER THAN 0/2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. seal: 1/15/2018 * PROVIDE SOLID SHIM BETW'N BLK'G C,W �Iv `ro °� CONNECTOR IF BLK'G LOCATED LE55 THAN m ° Y2" FROM CONNECTOR. ° WHERE BLK'G 15 GREATER THAN I Y2" FROM . CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL R. 0 T, kA E r ° FASTEN FLOOR SHEATHING FASTEN FLOOR 5HEATHING TO BLOCKING ,�°°`� ti "® H/ 2 Y2 "x0.131" NAIL5 @ 4"O.G. �`�e '` 6, ° � � " �� �'S TO RIM w/ 2 Y2 x0.131 dog, , �51� ,,.�. NAIL5 ® 4"O.G. I Y8' FULL DEPTH 05B X64' a "m v Olt BLOGKIN(5 ® 48"o.c. ALON(5y ©copyright ; MULHERN & KULP WALL 057 BAY ONLY ON ONE Structural Engineering, Inc. 51DE OF WALL) rn c Y � -5EE PLAN T1ONgfK s/4"•I'-0" "��, U)W c a`i W project number: J 181-17006 project mgr SDI 2 drawn �: MJS wW FASTEN EVERY 0513 BLOCKING 70 Z CONT. RIM130ARD ATOP BOND BEAM w/ (1) 51MP50N HETAI6 :U)I +, 09-25-17 MK N W WALL. FASTEN TO GMU Z 2 (4811O.G. MAX) 5 BOND BEAM w/ 51MP50N d 8" GMU BOND BEAM W HETAI6 EMBEDDED N W STRAP ®24"o.c. W/ (U #5 CONT. � — 8" REINF. GMU WALL '� a -VERT WALL REINF. TO EXTEND INTO BOND BEAM se -5EE PLAN T1ONgfK s/4"•I'-0" "��, U)W W project number: J 181-17006 project mgr SDI drawn �: MJS wW issue date: 05-02-17 REVISIONS: D� date: Initial: 09-25-17 MK N W 11-09-17 MK Z 2 12-11-17 MK o d ? Q W 0 S LETTERED DETAILS L5 ARE TYP I GAL FOR NUMBERED DETAILS LS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I P I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PUNS. L- d O SD2ml U)W J O wW LL D� ° C'� N W Z 2 o d ? Q LETTERED DETAILS L5 ARE TYP I GAL FOR NUMBERED DETAILS LS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I P I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PUNS. L- d O SD2ml