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3806 Saltmarsh Lp 17-2436 (a)
INDEX GENERAL ■ NOTES. CS -1 COVER SHEET 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND - - - - - DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY FL 0.1.2 SLAB PLAN'T' DISCREPANCIES SHALL BE REPORTED TO TO THE BUILDER FOR JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS FL 1.2 FLOOR PLANS'T' 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 FL 5.2 ELEVATIONS'T' AND NEVER SCALED. FL 5.2.1 ELEVATIONS'T' 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE FL 5.2.2 ROOF PLAN'T' LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. FL 6.2 UTILITY PLANS'T' 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION D-1 DETAILS WALL, REINFORCE AS PER CODE. 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE. 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -5TH EDITION (2014) R703.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE RECORD COPY 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 BE PER F.B.C.R. -5TH EDITION (2014) R703.6.2 AND ASTM C 926. PER F.B.C.R. 5TH EDITION (2014) R703.6.2.1 WEEP SCREEDS SHALL BE A MINIMUM OF REVIEWED P014 ,60E COMPLIANCE NO. 26 GALVANIZED SHEET GAUGE CORROSION - RESISTANT WEEP SCREED OR PLASTIC WEEP PLANS EXAMINER SCREED WITH A MINIMUM VERTICAL ATTACHMENT l2&1-1 Z DATE FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SANFORD BUILDING DiV1SION SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES A PERMIT ISSUED SHALL. BE CONSTRUED TO BE A 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 OF A PERMIT PREVENT LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, SHALL COVER AND TERMINATE ON THE ATTACHMENT CONSTRUCTION OR VIOLATIONS OF THIS CODE FLANGE OF THE WEEP SCREED, PER F.B.C.R. 5TH EDITION (2014) R703.6.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL COMPACTION TEST INCLUDE A WATER RESISTIVEVAPOR PERMEABLE REQUIRE® BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D Results to be Verified PAPER. STUCCO APPLICATION AND CURING PER at Stab inspection F.B.C.R. 5TH EDITION (2014) R703.6.5 OR IN ACCORDANCE WITH ASTM C 926. �VILb/,yC SANFOIgn `,�, 4 36 O�A� RT_ �`a 7 " d NoTr 6 =1 „ residential structural engineering ..�����.,•�� \ «�°, ��. 0 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulhemkulp.eom °°18/ 0 � 1 W Mulhem+ Kulp has r h,ed b plan r smre and has not reulerred any other Wormdm rda to other d pl w, REVISION LOG DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REV. DESCRIPTION REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N MI HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/COVERED PATIO TOTAL N Z W w J� 0 ELEVATION 'T' 652 953 1605 406 24 80 510 U W � _I SQUARE FOOTAGE TABULATIONS MI HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/COVERED PATIO TOTAL N Z W w J� 0 ELEVATION 'T' 652 953 1605 406 24 80 510 U W � LOT 17 U1 Uj O ISSUE DATE: FOR REVIEW REVISIONS: These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2015 Ashton Woods Homes LAST REVISION LAST SAVED BY: Ln MI 0o w W T Q N Z W w J� 0 Z U W � SHEET NO: CS=1 7A .19�AAAAWWWW7'P®®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 --F- LAST SAVED BY: Ln CC 00 a Q Z Uj m ac J Z N Uj SHEET NO: FL 0.1.2 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN 'QTS BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND FLOOR 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. 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 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 7A�_nn SECOND FLOOR PLAN ELEVT 2 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT ,)Q, -n,, FIRST FLOOR PLAN LEVT 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT "r CZ W 0 S ac 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 1.2 O Q "r Cl) Q T � Z Uj Q Q0 ° J awiLL SHEET NO: FL 1.2 LL L C_ LL oc o: v C\ i BUILDING SECTION 1 'T' 2 1I= V-0" AT 22"XW LAYOUT = V-0" AT 11" X 17" LAYOUT 2ND FLOOR PL. HT. 2ND FL. WDW. HT. 2ND FLOOR FIN. FLR. 1ST FLOOR PL. HT. 1 ST FL, WDW. HT. 1ST FLOOR FIN. FLR. 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 4.1 p o c° > Z � Q o Z LLJ F- W J Z C- LLI i SHEET NO: FL 4.1 z LU C'3 0 Ir 00 U) rn N ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE 2016 FLORIDA RESIDENTIAL BUILDING CODE SECTION R312.2. NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1ST FLOOR = T-4" U.N.O. ON ELEVATIONS 2ND FLOOR = T-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 WRITTEN INSTRUCTIONS. =T w00 0 CC to N 12 5 FRONT ELEVATION 'T' 1/4" = V-0" AT 22"X34" LAYOUT 1/8" = V-0" AT 11 " X 17" LAYOUT 12 12 5 ./' 5 N 77 U) 6" FASCIA I I IIIIIIIIIIIIIII �IIIIIN I 611 FASCIA E16 2ND FLOOR PL. HT. 2ND FL. WDW. HT. __6 2ND FLOOR FIN. FLR. ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: 1ST FLOOR PL. HT• I1 --- 6" V FRIEZE E16 1 ST FL. WDW. HT. 81, _ law n SMOOTH — COACH LIGHT These drawings are the PER BUILDER property of Starlight SMOOTH S E19 Homes and are not to be E22 utilized for construction, or copied in part or in whole 1ST FLOOR FIN. FLR. without permission from the builder. © 2016 Starlight Homes 2ND FLOOR PL. HT. 2ND FL. WDW. HT. ..................................................................................................................................................................................................................................................................................................................................................................... 2ND FLOOR FIN. FLR. 1 ST FLOOR PL. HT. 77 7 T _ 1ST FL. WDW. HT, A 0 1ST FLOOR FIN FLR REAR ELEVATIONT 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT LAST REVISION LAST SAVED BY: us) ELEVATION KEYNOTE LEGEND 00 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 E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. =T w00 0 CC to N 12 5 FRONT ELEVATION 'T' 1/4" = V-0" AT 22"X34" LAYOUT 1/8" = V-0" AT 11 " X 17" LAYOUT 12 12 5 ./' 5 N 77 U) 6" FASCIA I I IIIIIIIIIIIIIII �IIIIIN I 611 FASCIA E16 2ND FLOOR PL. HT. 2ND FL. WDW. HT. __6 2ND FLOOR FIN. FLR. ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: 1ST FLOOR PL. HT• I1 --- 6" V FRIEZE E16 1 ST FL. WDW. HT. 81, _ law n SMOOTH — COACH LIGHT These drawings are the PER BUILDER property of Starlight SMOOTH S E19 Homes and are not to be E22 utilized for construction, or copied in part or in whole 1ST FLOOR FIN. FLR. without permission from the builder. © 2016 Starlight Homes 2ND FLOOR PL. HT. 2ND FL. WDW. HT. ..................................................................................................................................................................................................................................................................................................................................................................... 2ND FLOOR FIN. FLR. 1 ST FLOOR PL. HT. 77 7 T _ 1ST FL. WDW. HT, A 0 1ST FLOOR FIN FLR REAR ELEVATIONT 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT LAST REVISION LAST SAVED BY: us) Im 00 i - <O T > I Q in Z O Z W W Z w LLJ SHEET NO: FL 5.2 ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE 2016 FLORIDA RESIDENTIAL BUILDING CODE SECTION R312.2. NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 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. 4" W 12 5� _ 2ND FLOOR PL. HT. 2ND FL. WDW. HT. .to"10r►do1®. N 7 • MULHERN+KULP residential structural engineeringI �Sf TE OF144 O20 South Maple Street, Suite 150 • Ambler, PA 19002 �'�' 0 P p215.646.8001 • mulhemkulp.eom ®® `�'�; / * ...... Mukrn + Kulp has renewed ft plan kr: not reuleeed any other Irdoringm relaw LEFT ELEVATION'T' D1 /4" = V-0" AT 22"X34" LAYOUT 1/8" = V-0" AT 11 " X 17" LAYOUT W ❑ Cr CO d - N RIGHT ELEVATION 'T' 2 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT T 2ND 2ND FLOOR FIN. FLR. 10" E16 1ST FLOOR PL. HT. 1ST FL. WDW. HT. 1ST FLOOR FIN. FLR. 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: LO cc ON T � Z O Z LLJ F- W W CLZ w w SHEET NO: FL 5.2.1 ELEVATION KEYNOTE LEGEND 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 E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. 4" W 12 5� _ 2ND FLOOR PL. HT. 2ND FL. WDW. HT. .to"10r►do1®. N 7 • MULHERN+KULP residential structural engineeringI �Sf TE OF144 O20 South Maple Street, Suite 150 • Ambler, PA 19002 �'�' 0 P p215.646.8001 • mulhemkulp.eom ®® `�'�; / * ...... Mukrn + Kulp has renewed ft plan kr: not reuleeed any other Irdoringm relaw LEFT ELEVATION'T' D1 /4" = V-0" AT 22"X34" LAYOUT 1/8" = V-0" AT 11 " X 17" LAYOUT W ❑ Cr CO d - N RIGHT ELEVATION 'T' 2 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT T 2ND 2ND FLOOR FIN. FLR. 10" E16 1ST FLOOR PL. HT. 1ST FL. WDW. HT. 1ST FLOOR FIN. FLR. 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: LO cc ON T � Z O Z LLJ F- W W CLZ w w SHEET NO: FL 5.2.1 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 80 SF 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 2016 (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 2016 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: 0 ALL ROOF DRAINAGE SHALL BE PIPED TO 0 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 0 DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. 0 LOCATE GUTTER AND DOWNSPOUTS PER 0 ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS 0 PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. ROOF VENT CALL. ELEV. 'T' Name Area 1/300 RATIO 1/150 RATIO AT HIGH & AT HIGH & LOW LOW AREA 1 989 SF 237.44 int 474.88 int AREA 2 93 SF 22.40 int 44.80 int AREA 3 80 SF 119.20 inz 138.40 int 6 EA\ ROOF PLANT U 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT 1_011 'YP. :AVE �wrwNww� CD + ' w 0 z Not 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 _T LAST SAVED BY: Lo Ix � O a ra Z W ' a U. JD °o Z cc Uj SHEET NO: FL 5.2.2 J � C7 � Z W. F 0 Z LL Q � S � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE Uj c /J T �/ CEILING FAN (PROVIDE ADEQUATE SUPPORT) cc 0 CC 2 LL 0 0 W o m Q N W m O F— W CC X LL 2 U J LL 0 ti SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS L __ _.._- __-_ __ __ __ _ WALL BELOW UTILITY PLAN SECOND FLOORT_ 1 /4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT NOTES: LEGEND: .)0 Cn cc W W. F CE ` / PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AFCI BY NATIONAL ELECTRICAL ( ) AS REQUIRED 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. � DUPLEX OUTLET � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE Uj c /J T �/ CEILING FAN (PROVIDE ADEQUATE SUPPORT) 4 PUSHBUTTON SWITCH WP/GFI WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENTso LIGHT FIXTURE 110V SMOKE DETECTOR HARDWIRED AND INTER- CONNECTED W/ BATTERY BACK-UP /J // �\\ v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) -)U_ RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF CO2 DETECTOR co HARDWIRED AND INTER - CONNECTED w/ BATTERY BACK-UP HALF -SWITCHED DUPLEX OUTLET �® GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET O EXHAUST FAN (VENT TO EXTERIOR) REINFORCED JUNCTION BOX EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) T THERMOSTAT �s HOSE BIBB P" TELEPHONE WALL SWITCH Tv❑ TELEVISION � Q¢ ,q L2 ELECTRIC METER y FLUORESCENT LIGHT FIXTURE 2 WALL SCONCE a FOUR-WAY SWITCH TECH HUB SYSTEM �a 0 W 9 ZOO m W S �n = W a m a a = o W 00 aW(!) J CCLu Z o S o W Cr0 O ¢"QCUj LU Z g Q ? U Y cl: o� STANDARD ELECTRICAL BOX HEIGHTS A cc 0 CC 2 LL 0 0 W o m Q N W m O F— W CC X LL 2 U J LL 0 ti SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS L __ _.._- __-_ __ __ __ _ WALL BELOW UTILITY PLAN SECOND FLOORT_ 1 /4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT NOTES: LEGEND: .)0 W. F ` / PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AFCI BY NATIONAL ELECTRICAL ( ) AS REQUIRED 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. � DUPLEX OUTLET � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE Uj CHIMES /J T �/ CEILING FAN (PROVIDE ADEQUATE SUPPORT) 4 PUSHBUTTON SWITCH WP/GFI WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENTso LIGHT FIXTURE 110V SMOKE DETECTOR HARDWIRED AND INTER- CONNECTED W/ BATTERY BACK-UP /J // �\\ v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) GF, GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET � RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF CO2 DETECTOR co HARDWIRED AND INTER - CONNECTED w/ BATTERY BACK-UP HALF -SWITCHED DUPLEX OUTLET �® GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET O EXHAUST FAN (VENT TO EXTERIOR) REINFORCED JUNCTION BOX EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) T THERMOSTAT �s HOSE BIBB P" TELEPHONE WALL SWITCH Tv❑ TELEVISION � 1/4" WATER STUB OUT ,q L2 ELECTRIC METER a THREE-WAY SWITCH FLUORESCENT LIGHT FIXTURE ELECTRIC PANEL WALL SCONCE a FOUR-WAY SWITCH TECH HUB SYSTEM DISCONNECT SWITCH UTILITY PLAN FIRST FLOORT 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 3VICE PANEL/ TRIC METER TELEPHONE/ TELEVISION SERVICE BOX 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: Ln CC .)0 W. F ` / N Q TM a Z Uj Q Q j a W SHEET NO: FL 6.2 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: In Cr. 00 T J � Z LLJ H Uj J 0 a CLz Uj SHEET N0: D=1 CONNECTION SPECIFICATIONS (TYP. U.N.O.) 140 MPH Wind Zone Ex ame G OE5GRIPTION OF BLDG. ELEMENT 3x0.131 NAILS 3"x0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO J015T/13LK'6. (3) NAILS ® 4" o.c. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 72-NAIL5 3 NAILS RIM TO TOP PLATE TOENAILS ® 8" o.c. TOENAILS ® 6" o.0 BLK'G. BTWN, J015T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS ® 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE LAP SPLIGE Ti)NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP ® GORNER5 4 INTER5EGTING WALL5 (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGING OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE • ARE 5HOWN) Window � Door Ultimate Wind Pre55ure5 140 MPH Wind Zone Ex ame G �GTH GONNEGTOR OPENING 51ZE INTERIOR ZONES END ZONE5m 6 Garage Door +411 P5F/-47.3 P5F +41.q P5F/-41.3 P5F 16Garage Door +40.1 P5F/-44.6 P5F +40.1 P5F/-44.6 P5F 10 SOFT. +48.0 P5F/-52.0 P51F +46.0 P5F/-64.2 P5F 20 SOFT. +45.8 P5F/-4q.q P5F +45.8 P5F/-5q.8 P5F 50 SOFT. +43.0 P5F/-47.1 P5F +43.0 P5F/-54.1 P5F 100 SOFT. +40.8 P5F/-44.1 P5F +40.8 P5F/-4q.q P5F 500 SOFT. +35.8 P5F/-31.8 P5F +35.8 P5F/-3q.8 P5F (DEnd Zone 15 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. NOTE: Pressures charted here are ultimate pressures and are permitted to be reduced per A5GE 7-10 section 2.4.1 to get an equivalent allowable load pressure. Multiply ultimate pressures by a factor of 0.6 to obtain allowable pressures. "t FLOOR FRAMIN6 • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLEGTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY I-JOI5T /TRU55 MANUFAGTURER, UNLESS OTHERN15E NOTED. • I-J015T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ ENG. FOR REVIEW AND APPROVAL PRIOR TO FA5RIGATION OR DELIVERY. • FLOOR 5HEATHING SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHING TO FRAMING MEMBERS W/ GLUE AND 304.131" NAILS 6" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS. EXTERIOR $ SHEAR NALL SHEATH I N6 SPEG I F I GAT I ONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL MIGH REQUIRES 5HEATHING AND/ OR FASTEN I N6 5PEG I F I GAT I ON5 BEYOND THAT OF STANDARD GON5TRUGTI ON SYMBOL 5HEAR PANEL 5PEG. 1/16" PLYWOOD OR 05B FASTENED W/ PI 2Y2 "x0.131" NAIL5 ® 6" o.c.. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 1/16" PLYWOOD OR 05B FASTENED W/ P3 2V2"xO.13I " NAIL5 @ 3" o.c. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHING REQUIREMENTS: SHEATH ALL EXTERIOR WOOD FRAMED WALLS W"7116" PLYWOOD OR 056 FASTENED W/ 2 "x0.131" NAILS @ 6" O.G. AT ALL PANEL EDGES AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OGGUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING e 16"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHING SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER Wl %"x0.131" NAILS @ 16"o.c. USE (8) %NO.131 " NAILS ® 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 DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 7. ALL EXTERIOR WALLS GON51PERED FOR SHEAR WALLS. 8. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT GONNEG70R SCHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHING SHALL BE 7/169" MIN. 055/PLYWOOD SHEATHING 24l,, EXPOSURE I. FASTEN 5HEATHING TO ROOF MEMBERS W/ 2Y2"x0.131" NAILS 0 6" O.G. ® PANEL E06E5 $ a 12" O.G. IN FIELD (2 3/8"x0.113 RING SHANK NAILS MAY BE USED IN LIEU OF 2 Y2"x0.131" NAIL5). PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5, FASTEN SHEATHING TO GABLE END 4 DRAG TRUSSES W/ 2Y2"0.131 NAILS ® 3" O.G. • AT ALL AREAS WITHIN THE END ZONE 015TANGE FROM ROOF E06E5, RI06E5, VALLEYS, $ HIPS, PROVIDE BLOGKIN6 ALONG PANEL EDC -;E5 4 FASTEN W/ 2Y2"4.131" NAILS ® 4" O.G. AN END ZONE IS DEFINED A5 10% OF THE BUILOIN65 LEAST HORIZ. DIMEN51ON (I.E.: 30' WIDE = 3' END ZONE). • ROOF 5HEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH END TO TRU55 BELOW W/ U5P MTWI2 AND (2) 3"x0.131" TOENAILS TO EAGH TRU55 BETWEEN. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERN15E NOTED. • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES W 2x4 LEDGER FASTENED TO FRAMING W/(2) 3"x0.131" NAIL5 ® I6" O.G. Gr -Nr -RAL STRUCTURAL NOTES THIS MODEL HAS BEEN DE516NED IN RGGORDANGE WITH THE 5th EDITION (2014) FLORIDA BUILDING CODE (SECTION IbOq) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWING COMMUNITIES ONLY: 140 MPH - AXP. G WH15PERIN6 RID6E 5T. JAMES GR0551N6 SHEARWATER ESTATES WYNDHAM PRESERVE - BR1550N E. ANY COMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION 4 APPROVAL FROM MULHERN � KULP 5TRUGTURAL ENG 1 NEER I N6. UPLIFT CONNECTORS BEARING GONDITION �GTH GONNEGTOR 51MP50N HTT-4 HOLD-DOWN (W/ 55TBI6 A.B.) H4X6 HD -2 51MP50N M5TG66 STRAP TIE (24" END LENGTH) (M5TG66B3 ALTERNATE) < 15' 51MP50N H2.5A 51NGLE ROOF TRU55 BEARING ON H4x6 3.5"x5.5" AFP 1.6E SHORT WOOD STUD WALL/WOOD BEAM SPAN HEADER (2)2x10 (2)2XIo 5PF OR 5YP #2 W/ > 15' 51MP50N HIOA ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM H4x10 3.5"xq.5" AFP 1.6E SHORT SINGLE ROOF TRU55 OR PORGH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ANTHONY FORE5T PRODUGT5 (AFP) I bE 5HORT5PAN HEADERS MAY BE 5UB5TITUTE1? PER THE HEADER 5UB5TITUTION 56HEOULE ABOVE. ROOF GIRDER TRU55 OR FLU514 ALL (2) 51MP50N HETAI6 BEAM BEARING ON GMU WALL 4. REFER TO THE STANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTE5 ON 5HEET 50.0 FOR ADDITIONAL HEADER INFORMATION. ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR A5 L15TED ABOVE. HOLO -DOWN SCHEDULE SYMBOL 5PEGIFIGATION HO -I 51MP50N HTT-4 HOLD-DOWN (W/ 55TBI6 A.B.) H4X6 HD -2 51MP50N M5TG66 STRAP TIE (24" END LENGTH) (M5TG66B3 ALTERNATE) • DE516N 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUOING STAIRS) = 30 P5F @ SLEEPING AREAS 50 P5F ® GARAGE DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXP05URE A5 L15TED RI5K GATEGORY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALL5 5HAI I BE 2x4 5PF#2 OR 5YP#2 ® 16 O.G., OR BETTER (TVP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x4 5PF OR 5YP 'STUD' GRADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x '5TUO' GRADE MEMBERS SPACED ® 16" O.G. (MAX.). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE GON5TRU6TED WITH 2x '5TUO' GRADE MEMBERS 5PAGEO ® 24" O.G. (MAX.). SINGLE TOP PLATES ALLOWED PER R602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. LEGEND • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (SYP) LUMBER, OR BETTER (KILN -DRIED). • ® INTERIOR BEARING WALL • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"x0.131" • G = _ _ = BEARING WALL ABOVE NAILS ® 12 O.G. 5TA66ERE0. APPLY NAILING FROM BOTH FACES 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 • - - - - BEAM / HEADER 2x8 MEMBERS. • LOCATION AND EXTENT OF SHEAR WALL • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS 0 16" O.G. 5TA66EREO. APPLY NAILING FROM BOTH FACES 0 3 -PLY OR ---� MORE CONDITIONS. EXTENT OF OVERFRAMIN6 • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL INDICATES LOCATION OF REINFORCED GMU GORE CONNECTIONS (TYP. U.N.O. ON PLANS). LJ (SEE NOTES) •SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 7/16" 055 J L METAL HANGER FASTENED W/ 42"x0.131" NAILS ® 6" O.G. ® EDGE5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL INDIGATE5 P05T ABOVE. PROVIDE 50LID UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. BLOGKIN6 UNDER P05T OR JAMB ABOVE. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: HEAVER SUBSTITUTION SCHEDULE LABEL DE56RIPTION LABEL DE5GRIPTION 2x6 5PF OR 5YP #2 W/ (2)2x6 2 H4X6 3.5"x5.5" AFP I.6E SHORT 1/2" PLYWD FLITCH PLATE SPAN HEADER 2 2x8 5PF OR 57P #2 Fv (2)2x8 H4x6 3.5"x5.5" AFP 1.6E SHORT 1/2" PLYWD FLITGH PLATE SPAN HEADER (2)2x10 (2)2XIo 5PF OR 5YP #2 W/ H4x10 3.5"x IV AFP I.6E SHORT 1/2 PLYWD FLITGH PLATE SPAN HEADER (2)2x12 (2)2x12 5PF OR 5YP #2 W/ H4x10 3.5"xq.5" AFP 1.6E SHORT 1/2" PLYWD FLITGH PLATE SPAN HEADER I. WHERE 5PF OR 5YP #2 BUILT-UP HEADERS ARE 5PEGIFIED ON THE PLANS, ANTHONY FORE5T PRODUGT5 (AFP) I bE 5HORT5PAN HEADERS MAY BE 5UB5TITUTE1? PER THE HEADER 5UB5TITUTION 56HEOULE ABOVE. 2. AFP I.6E 5HORT5PAN HEADER5 HAVE THE FOLLOWING MINIMUM PROPERTIE5: E = 100,000 psi, Flo = 1,500 p5i, Fv = 115 psi, Fc -perp = 650 psl. 3. AFP IbE 5HORT5PAN HEADER5 MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADER5 ARE 5PEGIFIED ON THE PLANS. 4. REFER TO THE STANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTE5 ON 5HEET 50.0 FOR ADDITIONAL HEADER INFORMATION. • L5L - Fb=2325 p5i; Fv=310 p51; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b p51 • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"0.131" NAILS ® 8" O/G OR 2 ROW5Y4"x3Y2" 51MP50N SDS 5GREW5 (OR %" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3 -PLY GONDITION. LOCATE TOP 4 BOTTOM NAIL56GREW5 2" FROM EDGE. SOLID 5)12" OR 5,V4" BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF Y4"xb" 51MP50N 505 5GREW5 (OR (b 3/4" TRU55LOK 5GREW5) ® 16" O/G, USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOGATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 7" BEAM 15 AGGEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE 51MP50N PC4Z/EPG4Z GAP 4 ABU441_ BASE, U.N.O. • ALL INTERIOR WALL STUDS IN GONTAGT W/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED W/Y4" :DIA. X 4" LONG TAPGONS ® 24" O.G. CD J 0 a F � z UJ O a. Z x J ,J 0 LL ] w 0LLJ D W o 0 sheet: 50.0 seal: ®®®®®IIII►►►►►®®o® Gs IANC 0•°i®1 `�S• 0 °s • . o N P, TE OF Li ,o 810 1\\, \, t ®1®►►►11'It%%° © copyright: MULHERN & KULP Structural Engineering, Inc, aCD W �CD ZW� 4 fi _ �E `°C J'a C3 0 yN N 4 M&K project number: 181-17012 project mgr: S D l drawn by: RSD issue date: 06-27-17 REVISIONS: date: initial: CD J 0 a F � z UJ O a. Z x J ,J 0 LL ] w 0LLJ D W o 0 sheet: 50.0 28'-0" 10'-011 10'-011 81-011 1 SDI.O N I PORCH 5LA : o I I 3 Y2" GONG. 5LAB ON GRADE - (2500 P51 IV IN.) w/ 6x6-NI.4xNI.4 8 I ME5H OR FI 3ER MESH ON q5% SDI.o I 501.0 I GOMPAGTEI FILL OR VIRGIN SOIL. r � 5EE BLOCK PLAN FOR VERTICAL BAR LOGATION5 _ I r- 4-4 q�_q�� 12'-41/2" 00 5'-101/2" tl I � 501.0 i m I-------------- 5DI.0 L 8'-1 1/2" Ig' -10 1/2" ---- --� 4 3 I I I SDI.o I I GARA6E 5LAB: 3 Y2 GONG. 5LAB ON 6RADE (2500 P51 MIN.) W 6x6-W1.4N1.4 MESH OR FIBER ME514 OVER 6 MIL. POLY ON q5% GOMPAGTED i I FILL OR VIR61N 501L. I I I 5 N PORCH 5LAB: N501.0 I 2 5)/2" GONG. 5LAB ON GRADE LU � (2500 P51 MIN.) W 6x6-W1.4xN1.4 I I = I SDI MESH OR FIBER ME5H ON q5% GOMPAGTEO FILL OR VIRGIN SOIL. L- Ysn PER 12" I6"xl6"x8" J J THICKENED 7 D2 6 D2. 5LAB 501.0 501.0 2'-411 161-0 1, 2'-4" 1'-4" 201-811 (J 281-011 5LAB �OUNOATION PLAN 50ALE: I/4"= I'-0" ELEV. 5, T, $ U TERMITE PROTEGTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH THE EBG R318 AND ALL RELATED 5UBGATE60RIE5. 2. PROTEGTIVE 5LEEVE5 AROUND PIPING PENETRATING GONGRETE 5LAB-ON-6RADE FLOORS 5HALL NOT BE OF GELLUL05E GONTAININ6 MATERIAL5. IF 501L TREATMENT 15 U5ED POR 5UBTERRANEAN TERMITE PROTECTION, THE 5LEEVE 5HALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE 5LAB U51% A NON-GORR051VE GLAMPIN6 DEVIGE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE 5LEEVE. NO TERMITIGIDE5 5HALL BE APPLIED INSIDE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRIGATION/SPRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DONN5POUT5 5HALL DI5GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE 5TRUCTURE 51DEHALL, WHETHER BY UNDER61ROUND PIPING, TAIL EXTEN51ON5, OR 5PLA5H BLOGK5. 6UTTER5 WITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDINC75 WITH EAVES OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJEGTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF 6ENERAL STRUCTURAL NOTES FOUNPATION • DE516N 15 BA5ED ON 5th EDITION (2014) FLORIDA BUILDIN6 GODE. • FOOTING DE516N - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 GAPAGITY OF 1,500 P5F. THE5E FOUNDATION DE516% ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 6REATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE5E FOUNDATION DE516N5 ARE 5TILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT H/ CONCRETE OR MA5ONRY FOUNDATION 5HALL BE PRESERVATIVE TREATED 5OUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN GONTAGT W PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER $ HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 318, CONCRETE 5HALL ATTAIN THE FOLLONIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'G = 2,500 p51:....... FOOTINGS 2,500 p51:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXP05ED TO THE HEATHER 5HALL NOT HAVE LE55 THAN 5% .OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEA5T 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON 6RADE 5HALL BEAR ON VIRC71N 501L OR 015% COMPACTED FILL. • PROVIDE GONTROL JOINTS AT ALL IN51DE GORNER5 OF 5LAB E06E5, AND OTHER LOGATION5 WHERE 5LAB GRACK5 ARE LIKELY TO DEVELOP. (20'-0" O.G) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 5HALL BE 48 BAR DIA. • HOOK5 5HALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT 5HALL BE A5TM G4-76 F'G=3000 P51 W MAX 3/8" AGGREGATE • CONCRETE MA50NRY UNITS 5HALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF IgOO P51 (F'M = 1500 P50. ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 • REINFORGED GMU GORE5 (A5 INDICATED ON PLAN) 5HALL BE REINFORCED w/ (1) 05 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP HALL AND 5HALL ALIGN WITH FOOTING DONEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOHEL. • GROUT 50LID ALL REINFORGED GMU GELL5 AND BOND BEAM5 • ALL BOND BEAMS ARE TO BE GONTINUOU5 FULL LENGTH OF HALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EAGH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNER5. • VERTIGAL REINFORGEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY GELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. seal G. ®aq•E N o ® 47 ® 24 O P - °• ATE OF 11110111110 Q copyright: MULHERN & KULP Structural Engineering, Inc. a� Z p W LL o D 0 w E a p w z� �$ 2 4 coo� =�o y• LL v o � C N 4 M&K project number: 181-17012 project mgr: S D I drawn by: RSD issue date:06-2 17 REVISIONS: date: initial RESER TO 5-0.0 FOR TYPIGAL STRUCTURAL NOTES $SCHEDULES z z CL Z p o d LL o I-' p w d 2 zW 0 o � LL o � sheet: RIGHT HAND S100 21-811— 6'-4" 10'-0" 13'_4" _ I6'-8" 20'-0" .221-811 28'-0" 1 0 GK FLAN SCALE: I/4"= I'-0" ELEV. 5, T, U i "t 1 MA50NRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO GROIIr 14, PRECAST LINTEL 6ROUT do BOTTOM REINF. PREGAST LINTEL W W/ EMBEDDED REINF. M EMBEDDED REIN. II MB -1 MB -2 MB -1 m � m ----- TOP REINF. TOP REINF. ----- (I) #5 VERTICAL 8FI6-I13/IT (1) #5 SHEAR TIES _ m ORM "`' s : ?: GRW #3 VERTICAL TIES 0 4"o.G. W/ (2) #5 180 DEGREE HOOK T45 • BOTTOM REINF. A BOTTOM REIW. NOTE5: PRECAST LINTEL W/ EMBEDDED REIN. PRECAST LINTEL W/ I ( EMBEDDED REINF. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. � 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. O p z JT!HISMSEMBLY REQ. MB -3/ MB -3A MB -4/ MB -4A 51 , NT MB-% LINTELS LINTELS MIONATED WITH AN M3 -5614A SHALL BE CONSTRUCTED THE SAME AS M"/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM I'-4" TO I'-2' BY FIELD WTTIN6 THE TOP OF THE PRECAST LINTEL DOWN 2". ALL OTHER SPEGIFIGATIONS SHALL REMAIN THE SAME. BOND BEAM REINF SHALL RUN GONT THRU TOP LINTEL. GOURSE. MASONRY LINTEL VETA I LS z REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB -1 8F8-OB/OT ----- ----- MB-2 8F8-IB/0T ----- (I) #5 MB -3 8FI6-I13/IT (1) #5 (1) #5 M5-4 81`I6-213/IT (1) #5 #3 VERTICAL TIES 0 4"o.G. W/ (2) #5 180 DEGREE HOOK T45 APPROVED LINTEL MANUFAGTURE12-5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTEL5 W/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN AGGORDANGE WITH THE FBG R318 AND ALL RELATED 5U5GATE6ORIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING GONGRETE 5LAB-ON-611RADE FLOORS 5HALL NOT BE OF GELLUL05E GONTAININ6 MATERIAL5. IF 501L TREATMENT 15 U5ED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE 5HALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE 5EALED WITHIN THE 5LAB U51N6 A NON-GORRO51VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE 5LEEVE. NO TERMITIGIDE5 5HALL BE APPLIED INSIDE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRI6ATIOW5PRINKLER 5Y5TEM R15ER5 FOR 5PRAY HEADS, AND ROOF DOWN5POUT5 5HALL 015GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN5ION5, OR 5PLA5H BLOCKS. 6UTTER5 WITH DOWN51FUT5 ARE REQUIRED ON ALL BUILDINC75 WITH EAVES OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL MOTES FOUNDATION • DE516N 15 BA5ED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • FOOTIN6 DE516N - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOHABLE SOIL BEARING GAPAGITY OF 1,500 P5F. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THE5E FOUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ GONGRETE OR MA50NRY FOUNDATION 5HALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANGE GOMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • GONGRETE DE516N BA5ED ON AGI 318. GONGRETE 5HALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAY5, U.N.O. PC = 2,500 psi: ....... FOOTIN65 2,500 psi:......, 5LA65 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXP05ED TO THE HEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEA5T 12" BELOW FIN15H GRADE. • FOOTINC75 AND 5LA55 ON GRADE 5HALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF 5LAB E06E5, AND OTHER LOGATION5 WHERE 5LAB GRAGK5 ARE LIKELY F TO DEVELOP. (20'-0" O.G) • MINIMUM LAP 5PLIGE5 ON ALL REINFORGEMENT 5HALL BE 48 BAR DIA. • HOOK5 5HALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT 5HALL BE A5TM G416 F'c=3000 P51 w/ MAX %" AGGREGATE • CONCRETE MA50NRY UNITS 5HALL BE A5TM GQO WITH A MINIMUM GOMPRE551VE STRENGTH OF I a00 P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DESIGN BA5ED ON AGI 530/530.1 •ElREINFORCED GMU GORES (AS INDICATED ON PLAN) 5HALL BE REINFORGED w/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL ALIGN WITH FOOTING DOWEL BELOW, PROVIDE MIN 30 LAP 5PLIGE WITH FOOTING DOWEL • 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE GONTINUOU5 FULL LEN6TH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENINC75 AND AT ALL WALL GORNER5. • VERTICAL REINFORGEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (A5 5HOWN ON PLAN5) • ROU61H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SGHEDULES seal:. ee..%% G. ENS No �r • ix 4W, •, AT OF 44,: N11® 0 , e®® © copyright ; MULHERN & KULP structural Engineering, Inc, •(D N c Q W z� �s ry LUQ W°' rn �0 J � a N � N 4 W project number: 181-17012 project mgr: S D I drawn by: RSD issue date: 06-27-17 REVISIONS: date: initial: sheet: RIGHT HAND 52.0 z o� � o LL. d o UJ 2o �w O p z m� o sheet: RIGHT HAND 52.0 sheet: LEFT HAND S3• "t sheet: LEFT HAND S4• 8" GMU BLOGK •' I I1 I I III—III—I i I-1 CLEAN 'Jill III=III=III MONOLITHIC, GOMPACTED ATION IN/ o Q5% STANDARD I' -O" (2) 5DHORIZ. DEN5ITY MIN. CONT. ON GHAIR5 (3" MIN. GOVER) WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-4" WIDE w/ (2) #5 BARS FOOTING SECTION Al BLOCK DETAIL SGALI: NTS NON -LOAD BRC. WALL GARAGE INTERIOR } I I I I OFFSET FOOTING NONBEARING DETAIL 5 V-12 : NTS 8" GMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL 50LID J MATCH CMU LEDGE PER 1/501.0 z GRADE cv VIM III ITiIIIi i� OR •• A ° A e .. q ° e ° —I ' I—Ili—III— °' III—III—I GLtAN 1_1 U.— ' ' ",—MONOLITHIC GOMPAGTED FILLFOUNDATION W/ A 95% STANDARD II-ORR (2) #5 HORIZ. DEN5ITY MIN. GONT. ON GHAIR5 WHERE 2ND STORY 0" MIN. GOVER) OGGUR5 FTG. SHALL BE 1'-4" WIDE W (2) #5 BARS 2 OA�R,�GE CURB DETAIL scAJ.L: NTS FILLED CELLS (SEE PLAN) 4o GARAGE TOP YIEW ®CORNER F - GARAGE WALL 3 Y2" GONG. SLAB mII— 411 4 ° `' — 20"x8" THICKENED EDGE IN/ (2) #5 CONT. TH I CKENE17 EDGE ® GARAGE DOOR DETAIL Y2" GYP. BD. EA. 510E OF 2x'5 o 16" O.G. STUD PLATE TIES o STUD TOP 4 BOT. (IF NOTED ON PLANS) FASTEN W/ Y4"x5" LONG TAPGONS ® 2'-8" O.G. AND 12" MAX FROM END OF WALL (UNLESS NOTED PT. BOT. PLT. OTHERWI5E ON PLANS) . ' e a. e.<• I I—III—III—III—I I _ I_I l f—Ill—I I" I I—I I I—I I I—I '—III—III=III—III •'—III—III—III=1 I =1 l I=III=1 l I--- I=1 l 1=I � 1=' I l I=I l I III—IIII ' I—I I I- ' �—III—I —1 I I -III III=1 � ' Su Su (2) #5 HORIZ. CONT. ON GHAIR5 0" MIN. GOVER) WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-8" WIDE W (3) #5 BARS UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIES, HURRICANE GLIP5, ETC. ARE NOT REQUIRED ON W4LL5 NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALL5 PER ABOVE, UNLE55 NOTED OTHERWI5E ON PLANS INT. BEARING V4ALL POOTI NG DETAIL 8"x8" THICKENED 5LA13 W/ (1) #5 CONT. WALE: NTS 0111�KENEI7 E17GE DETAr IL NT5 OUT51N1 NG 15617 POURED 51 LLS DETA� I L CH,�SE 17ETA11 L I 0 1 Vi R4.1 FI -FOIL OR Z H EQUAL OVER 3/a" PROVIDE 30" (1) #5 FROM FTG. TO FURR STRIPS W BOND BEAM. SPLICE ;`� N 7 24 I� 8" CMU BLOCK TO BE MIN. 30" ;• 3Y2" GONG. SLAB w/ MIN. LAP SPLICE GROUT CELL 50LID d WWF OR FIBERME5H OF 2x45 o lb" O.G. I Q � REINF. OVER b MIL. (I) #5 VERT. IN FASTEN W/ Y4"x5" LONG TAPGONS zW VAPOR BARRIER 6ARA6E o 5LIDIN6 � ... , • • o d,®� `0 d• e ° ° ° END OF WALL (UNLESS a �C) f`�aaAqy GROUTED CELL, FULL OTHER 15E ON PLANS) 1000 © copyright ; t�1�HERN & KULP WWF ORNFIBERMESH GRADE b' I 1=1 _ — 'I .< , .I—I e I—I I I-1 I I—I I o I I—I I I—I I I— I I I <. F, 11-1 11—I I I e. I-1 I I—I 11-1 11- e Q —III -111-111 ° 111=111-111 e — '—I 11-111—I ' I-111—III I I° • ' e I-111=1 I I_ III -111 1 •' I I1 I I III—III—I i I-1 CLEAN 'Jill III=III=III MONOLITHIC, GOMPACTED ATION IN/ o Q5% STANDARD I' -O" (2) 5DHORIZ. DEN5ITY MIN. CONT. ON GHAIR5 (3" MIN. GOVER) WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-4" WIDE w/ (2) #5 BARS FOOTING SECTION Al BLOCK DETAIL SGALI: NTS NON -LOAD BRC. WALL GARAGE INTERIOR } I I I I OFFSET FOOTING NONBEARING DETAIL 5 V-12 : NTS 8" GMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL 50LID J MATCH CMU LEDGE PER 1/501.0 z GRADE cv VIM III ITiIIIi i� OR •• A ° A e .. q ° e ° —I ' I—Ili—III— °' III—III—I GLtAN 1_1 U.— ' ' ",—MONOLITHIC GOMPAGTED FILLFOUNDATION W/ A 95% STANDARD II-ORR (2) #5 HORIZ. DEN5ITY MIN. GONT. ON GHAIR5 WHERE 2ND STORY 0" MIN. GOVER) OGGUR5 FTG. SHALL BE 1'-4" WIDE W (2) #5 BARS 2 OA�R,�GE CURB DETAIL scAJ.L: NTS FILLED CELLS (SEE PLAN) 4o GARAGE TOP YIEW ®CORNER F - GARAGE WALL 3 Y2" GONG. SLAB mII— 411 4 ° `' — 20"x8" THICKENED EDGE IN/ (2) #5 CONT. TH I CKENE17 EDGE ® GARAGE DOOR DETAIL Y2" GYP. BD. EA. 510E OF 2x'5 o 16" O.G. STUD PLATE TIES o STUD TOP 4 BOT. (IF NOTED ON PLANS) FASTEN W/ Y4"x5" LONG TAPGONS ® 2'-8" O.G. AND 12" MAX FROM END OF WALL (UNLESS NOTED PT. BOT. PLT. OTHERWI5E ON PLANS) . ' e a. e.<• I I—III—III—III—I I _ I_I l f—Ill—I I" I I—I I I—I I I—I '—III—III=III—III •'—III—III—III=1 I =1 l I=III=1 l I--- I=1 l 1=I � 1=' I l I=I l I III—IIII ' I—I I I- ' �—III—I —1 I I -III III=1 � ' Su Su (2) #5 HORIZ. CONT. ON GHAIR5 0" MIN. GOVER) WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-8" WIDE W (3) #5 BARS UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIES, HURRICANE GLIP5, ETC. ARE NOT REQUIRED ON W4LL5 NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALL5 PER ABOVE, UNLE55 NOTED OTHERWI5E ON PLANS INT. BEARING V4ALL POOTI NG DETAIL 8"x8" THICKENED 5LA13 W/ (1) #5 CONT. WALE: NTS 0111�KENEI7 E17GE DETAr IL NT5 OUT51N1 NG 15617 POURED 51 LLS DETA� I L CH,�SE 17ETA11 L I 0 1 Vi x rIrv. �rcc.� Z H ®®IIIIIIB11111'r d PROVIDE 30" SLOPE I W 0... ;`� N 7 24 I� 8" CMU BLOCK INTERIOR - r MIN. LAP SPLICE 3/4" RECESS d o OF 2x45 o lb" O.G. I Q � f SAT OF 4r� (I) #5 VERT. IN FASTEN W/ Y4"x5" LONG TAPGONS zW �•� e 6ARA6E o 5LIDIN6 � ... , • • o d,®� `0 d• e ° ° ° END OF WALL (UNLESS a �C) f`�aaAqy GROUTED CELL, FULL OTHER 15E ON PLANS) 1000 © copyright ; t�1�HERN & KULP WWF ORNFIBERMESH 6LA55 DR. a. : q 8 GMU BLOCK PLANS) HT. (SEE PLANS FOR CL REINF. OVER b MIL. C ` e O {I e LOCATIONS) VAPOR BARRIER SILL FORMED ON 51TE � (1) #5 FROM FTG. TO (2) #5 HORIZ. 10" IQ" R4.1 FI -FOIL OR ` �' w CONT. ON CHAIRS (3" MIN. COVER) a v " ° BOND BEAM. SPLICE EQUAL OVER 3/4"_— TIES, HURRICANE CLIPS, ETC, ARE NOT J c REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE _ EXP JOINT ANCHORS AT BEARING WALL5 PER ABOVE, UWE55 NOTED OTHEM15E ON PLANS TO BE MIN, 25" OFF5ET i OOT I NG BEARING DETAIL Q FURR STRIPS ° q I I I I' IV GROUT CELL 50LID 3Y2" GONG. SLAB w/ M&K project number: I IF I I' 8" GMU BLOCK BEYOND WWF OR FIBERME5H m project sr: S D I R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER 3/4" drawn by: R S D FURR STRIPS issue date: 06-27- 17 REINF. OVER b MIL. d? REVISIONS: date: initial BREAKFACE SLOPE cv ` VAPOR BARRIER N SHELL t FOR SLAB SILL FORMED ON 51TE 3,142" GONG. 5LA13 ° (2500 P.5.1) W/ bxb e ` -I 10/10 W.W.M. AND b MIL. , ° —III-III-III—Ill ° n,-=-rr,=-_r m w I VAPOR BARRIER �1tzw e III—I I I—I I I—i I I= 11 GRADE " (Y l=1 I I — — MI I MI 11=I _ I I 'a •° ° I 11=1 I I—I I I—I I I=' —__= ROUT 50LID ' ° ' —11 � I I—III—_III I—III BELOW SLAB DOWN • .e . • , .. ° ' , °. ' �_ �=III —1 � TO FOOTING A ' I _ — -III=I I I-1 ° .° :.a .. a ' ___11 1=111 III =1 (U #5 DOWEL w/ b" q °° e 12"Ab" CONT. CONT. EXP JOINT q.'• ° e°q P R G5 — = I •. III_= A/C CHASE PVC, HOOK (SEE PLANS FTG. W/ (2) #5 HORIZ. SLEEVE TO BE FOR LOCATION)° CONT. ON GHAIR5 (3" -III ;lII=III—_III= I I TWICE THE MIN. COVER) —III ,III- DIAMETER OF PROTECTED PIPE OiNF!10`1 _01T511116 SGA: N75 I 17ROPPEI7 GRAPE DETAIL SGAJ.%: NTS (SEE PLANS) d e 11— ,� —_III—III—III—III .a . _1_ITI—III—I � ° III—III—III—I I ' .. - , 11—III—I l I-111 I Ill III III e .4. 11I-1 I I—I I 11=I I I—I 11—I I 4I I—III—I GLEAN COMPACTED' I 1=1 I I=IIIIII—III FILL o 95% STANDARD -1 I I—_III DENSITY AND TERMITE 71 I I 111 l 1 I—lll—1 l I III i ,_ MONOLITHIC TREATED I l„� 1111 i l(III-11I 1 1 1 1 I- FOUNDATION w/ (2) #5 HORIZ. I'-0" CONT. ON CHAIRS MIN. (3" MIN. COVER) WHERE 2N1? STORY OCCURS FTG. SHALL BE 1'-4" WIDE w/ (2) #5 BARS $ ENTRY DOOR DETAIL SGA+II: NTS 8" GMU BLOCK - I #5 FROM FTG. TO - BOND BEAM. 5PLIGE TO BE MIN. 30" GROUT GELL 5OLID PORGH SLAB cV (SEE PLAN) z EXP JOINT - — "'—'' "'�—MONOLITHIC GLEAN ;III III I I 11 I I III —III, , ,III- FOUNDATION W/ III— COMPACTED FILL (2) #5 HORIZ. A 95% STANDARD I'_O" CONT. ON CHAIRS DEN51T'r MIN. 0" MIN. COVER) WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIORWALL ®PORCHSL,4B 17ETA�IL WAW: NTS 9 C W W=J 2 0 seal: Z H ®®IIIIIIB11111'r d • v I W 0... ;`� N 7 24 I� x INTERIOR - r Y2" GYP. BD. EA. 51DE p d o OF 2x45 o lb" O.G. I Q � f SAT OF 4r� FASTEN W/ Y4"x5" LONG TAPGONS zW �•� e 6ARA6E o 2'-8" O.G. AND 12" MAX FROM NOTED � ... , • • o d,®� `0 21/411 END OF WALL (UNLESS a �C) f`�aaAqy 1 1/2" OTHER 15E ON PLANS) 1000 © copyright ; t�1�HERN & KULP STUD PLATE TIES o STUD Structural Engineering, Inc. } PT BOT. PLT. I TOP 4 BOT. (IF NOTED ON PLANS) CL C O {I e (2) #5 HORIZ. 10" IQ" ` �' w CONT. ON CHAIRS (3" MIN. COVER) a v " > > E WR_ yw ++ UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC, ARE NOT J c REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALL5 PER ABOVE, UWE55 NOTED OTHEM15E ON PLANS Z) 0 OFF5ET i OOT I NG BEARING DETAIL Q 5G,41.L°: NTS IV M&K project number: 181-17012 8" GMU BLOCK BEYOND m project sr: S D I R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER 3/4" drawn by: R S D FURR STRIPS issue date: 06-27- 17 MTL. THRESHOLD MET IN SEALANT 3 Y2" GONG. SLAB W WWF OR FIBERME5H REINF. OVER b MIL. REVISIONS: date: initial VAPOR BARRIER PORCH SLAB (SEE PLANS) d e 11— ,� —_III—III—III—III .a . _1_ITI—III—I � ° III—III—III—I I ' .. - , 11—III—I l I-111 I Ill III III e .4. 11I-1 I I—I I 11=I I I—I 11—I I 4I I—III—I GLEAN COMPACTED' I 1=1 I I=IIIIII—III FILL o 95% STANDARD -1 I I—_III DENSITY AND TERMITE 71 I I 111 l 1 I—lll—1 l I III i ,_ MONOLITHIC TREATED I l„� 1111 i l(III-11I 1 1 1 1 I- FOUNDATION w/ (2) #5 HORIZ. I'-0" CONT. ON CHAIRS MIN. (3" MIN. COVER) WHERE 2N1? STORY OCCURS FTG. SHALL BE 1'-4" WIDE w/ (2) #5 BARS $ ENTRY DOOR DETAIL SGA+II: NTS 8" GMU BLOCK - I #5 FROM FTG. TO - BOND BEAM. 5PLIGE TO BE MIN. 30" GROUT GELL 5OLID PORGH SLAB cV (SEE PLAN) z EXP JOINT - — "'—'' "'�—MONOLITHIC GLEAN ;III III I I 11 I I III —III, , ,III- FOUNDATION W/ III— COMPACTED FILL (2) #5 HORIZ. A 95% STANDARD I'_O" CONT. ON CHAIRS DEN51T'r MIN. 0" MIN. COVER) WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIORWALL ®PORCHSL,4B 17ETA�IL WAW: NTS 9 C W W=J 2 0 sheet: SD 1 • J Z H W 0... D x Z o LL p d o � Q � d � zW o o � a LL sheet: SD 1 • ■ (4)3Y2"x0.131 TOE NAIL5 OVERFRAMIN6 ROOF 5HEATHIN6 VALLEY 5ET 2Y2"x0.131"' NAIL5 ® 6" O.G. OVERFRAMINC6 TRU55 (EDGE NAIL) 2 Y2"x0.131 " NAIL5 ® 12" O.G. FASTEN EAGH MAIN ROOF 5HEATHIN6 OVERFRAMED TRU55 END TO TRU55 BELOW WITH (1) 51MP50N MT512 — — CLIP TYPICAL OYERPRAM I NG GONNEGTI ON DETA I L SCALE: N.T.S. MAIN ROOF TRU555 (1) #5 IN BOND BEAM -------- -----------IT— 1'� } (1) #5 BAR IN PREGA5T LINTEL LU (2) #55 VERTICAL IN GROUT FILLED CELL. IN WALL5 GREATER THAN 30" } WIDE, ONLY (1) #515 REQUIRED (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) ENTIRE COLUMN TO BE GROUT FILLED 0_0__Q� 11 PROVIDE # OF DOWEL5 • 5LAB TO FIN. FL. If MATCH VERT. BAR5 w/ 30"MIN LAP 5PLIGE NOTE: ALL HOOKS AND 5PLIGE5 TO BE GONSTRUGTED AND 51ZED PER NOTE5 SPARACSE DOOR @=�ERT. R I NIORG I NG i7IT.41 L ALE: NTS i TYPICAL TOP PLATE LAP SPLICE DETAIL SCALE: N.T.S. 9P PL '5 PLAN) x x -x -x -x -x -x -x -x -x -x -x x 5HEAR WALL WITH EDGE — — — — — — — T-1 __1 T_ — NAILING 4 BLOCKING PER PLANS. �I II `•:lac , J±• 4 �j 'Y N ,O.0 •°° -^0—BOND-BEAM 51MP50N G51b 5TRAP — — I GENTERED AT GORNER OF OPENING w/ (28) 2 1/2"4.131" II NAIL5 (28" MIN LENGTH) xll WINDOW/ x I I 2x4 HORIZONTAL FLAT DOOR I I Ixl BLOGKING. O I G x- INSTALL 2 BAYS IF FIRST x l l I I 51UD 15 LE55 THAN 14" FROM a� EDGE OF WINDOW OPENING. 14" (MIN) 14" (MIN) • REQUIRED AT ALL OPENINC75 GREATER THAN 36" GA5E. WIDE 4 AT ALL OPENING5 LOGATED WITHIN P3 5HEAR date: WALL5. • NOT REQUIRED WHERE PORTAL FRAMES ARE 5PEGIFIED (5EE PLANS). • DETAIL 51MILAR AT BOTTOM GORNER5 OF WINDOW5. TYPICAL EXT. HALL $ INT. SHEARINALL OPENING ELEVATION _J SCALE: N.T.S. 2x8x12" P.T. CL OF OPENING CENTER BUGK • 2x4 LADDER BLOGKIN6 ® 16" VERTICALLY IN 15T STUD BAY FOR DRYWALL CONNECTION. FA5TEN BLOGKIN6 AT EACH EI WITH (2) 3"x0.131" TOENAIL5 TYPICAL 2 STUD CORNER TYPICAL WOOV FRAMED HALL CORNER DETAIL SCALE: N.T.S. 25" #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. WALL RE I NFORG I NG 17ETA I L SCALE: NTS - 0 BOND -BEAM 0- _,,__--GONTIN. PREGA5T HEADER --'`� FA5TEN 2x P.T. WALL PLATE/ END P.T. 5TUD TO GMU WALL w/ Y4" x 4" LONG TAPGON 5GREW5 ® 16" O.G. ® INT. 5HEARWALL END 2x INTERIOR WALL - 5EE PLAN SHEARWALL INTERSECTION CONNECTION DETAIL_ } 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE 5AME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENE0 TO 2X BUCK W/ (2) ROWS OF 2Y2"x0.131" NAIL5 ® 16" O.G. FASTEN WINDOW TO 2X PER WINDOW BUCK 5PEGIFIED MANUFACTURER'S 5PEG5. BY WINDOW/DOOR MANUFACTURER H fl00R BUCK DETAIL SCALE: NTS CD W W=J 2 0 act F C • Y" DIA. J -BOLTS -� (SEE BELOW) 2X4 P.T. TOP BUCK 8" GMU PIER ENTIRE GOLUMN TO • B � e,2X8 P.T. BUCK EACH E GROUT FILLED 51DE OF OPENING v PROVIDE (5))/2" DIA. J -BOLT" W/ 5Y2" n � • EMBEDMENT AT EACH DOOR BRACKET, GA5T-GRETE GA5T-GRETE � LY�: s r( " WINDOW SILL, WINDOW 51LL, EACH SIDE OF DOOR. PROVIDE (I) Y2 x b N THICK WA5HER W/ EAGH ANCHOR (15T BOLT OR EQUIP. OR EQUIV. I.J� TO BE 8" MAX ABY. CURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G) II PROVIDE Y2" DIA. x 6 YY LONG 51MP50N lT� w ~ TITEN HO OR APPROVED EQUAL IN V Q LU PLACE OF J -BOLT IF M155ED DURING Z CONSTRUCTION DOUBLE WINi70W W Q 61 POOR BUCK t ET,� I L L MASONRY PIER DETAIL ,� � SCALE: NTS SCALE: NTS O LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN LL THIS HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED 0 ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED sheet: DETAILS LS ,ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SD2*0 181-I%012 seal: % 1%11111 11111'r • `•:lac , J±• 4 �j 'Y N ,O.0 •°° -^0—BOND-BEAM a - S D I I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF WINDOW, ;r_r 9 °.. SATE OF 1�41 FASTEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPGON5 6" FROM EN05 .° rte- •;�' 0 �^°��;� or�r®SBO RSD N A® issuedate: 06-27-17 copyright : MULHERN & KULP Structural Engineering, Inc, a� REVISIONS: 1c JNp O W c a GA5E. c date: ai W dE Z 8 EE W +' _J U) N � N Q M&K project number: } 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE 5AME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENE0 TO 2X BUCK W/ (2) ROWS OF 2Y2"x0.131" NAIL5 ® 16" O.G. FASTEN WINDOW TO 2X PER WINDOW BUCK 5PEGIFIED MANUFACTURER'S 5PEG5. BY WINDOW/DOOR MANUFACTURER H fl00R BUCK DETAIL SCALE: NTS CD W W=J 2 0 act F C • Y" DIA. J -BOLTS -� (SEE BELOW) 2X4 P.T. TOP BUCK 8" GMU PIER ENTIRE GOLUMN TO • B � e,2X8 P.T. BUCK EACH E GROUT FILLED 51DE OF OPENING v PROVIDE (5))/2" DIA. J -BOLT" W/ 5Y2" n � • EMBEDMENT AT EACH DOOR BRACKET, GA5T-GRETE GA5T-GRETE � LY�: s r( " WINDOW SILL, WINDOW 51LL, EACH SIDE OF DOOR. PROVIDE (I) Y2 x b N THICK WA5HER W/ EAGH ANCHOR (15T BOLT OR EQUIP. OR EQUIV. I.J� TO BE 8" MAX ABY. CURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G) II PROVIDE Y2" DIA. x 6 YY LONG 51MP50N lT� w ~ TITEN HO OR APPROVED EQUAL IN V Q LU PLACE OF J -BOLT IF M155ED DURING Z CONSTRUCTION DOUBLE WINi70W W Q 61 POOR BUCK t ET,� I L L MASONRY PIER DETAIL ,� � SCALE: NTS SCALE: NTS O LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN LL THIS HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED 0 ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED sheet: DETAILS LS ,ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SD2*0 181-I%012 _ NOTES: -^0—BOND-BEAM project mgr; S D I I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPGON5 6" FROM EN05 drawn by RSD AND I6" O.G. MAX. TAPGON5 TO BE I Y2' MIN. FROM EDGE of BUCK. issuedate: 06-27-17 RECESSED 2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. PRECAST 5TRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHERS IN THI5 HEADER REVISIONS: GA5E. date: initial: } 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE 5AME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENE0 TO 2X BUCK W/ (2) ROWS OF 2Y2"x0.131" NAIL5 ® 16" O.G. FASTEN WINDOW TO 2X PER WINDOW BUCK 5PEGIFIED MANUFACTURER'S 5PEG5. BY WINDOW/DOOR MANUFACTURER H fl00R BUCK DETAIL SCALE: NTS CD W W=J 2 0 act F C • Y" DIA. J -BOLTS -� (SEE BELOW) 2X4 P.T. TOP BUCK 8" GMU PIER ENTIRE GOLUMN TO • B � e,2X8 P.T. BUCK EACH E GROUT FILLED 51DE OF OPENING v PROVIDE (5))/2" DIA. J -BOLT" W/ 5Y2" n � • EMBEDMENT AT EACH DOOR BRACKET, GA5T-GRETE GA5T-GRETE � LY�: s r( " WINDOW SILL, WINDOW 51LL, EACH SIDE OF DOOR. PROVIDE (I) Y2 x b N THICK WA5HER W/ EAGH ANCHOR (15T BOLT OR EQUIP. OR EQUIV. I.J� TO BE 8" MAX ABY. CURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G) II PROVIDE Y2" DIA. x 6 YY LONG 51MP50N lT� w ~ TITEN HO OR APPROVED EQUAL IN V Q LU PLACE OF J -BOLT IF M155ED DURING Z CONSTRUCTION DOUBLE WINi70W W Q 61 POOR BUCK t ET,� I L L MASONRY PIER DETAIL ,� � SCALE: NTS SCALE: NTS O LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN LL THIS HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED 0 ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED sheet: DETAILS LS ,ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SD2*0 TOLERANCE5: ALL DIMENSIONS TO BE HELD WITHIN +/—Y4' OUT5IDE I" EDGE 1 1/2" EDGE 2 1/2" EDGE z 3"x0.131 "x3" COMMON QN t t II N ID II 11/2" I I 21/2" `~ 1 I 21/4" cv 1 I 3"x0.131 "x3" I I 311xO.131 "x3" I I COMMON 1 �^ COMMON ZID 'v - 1 i OPP. 51DEID I 1 II N 1 II 3"x0.I31"x3" COMMON (2)2X4's (2)2X6'5 OPP.51DE (2)2X8'5 (2)2X GOLUMN EDGE 015TANGE PER DETAIL 1 1 2„ 1 1 3"x0.131 "x3" GOMMON Z 1 I3"x0.131 "x3" COMMON 1 I OPP.5IDE 1CL 015TANGE PER DETAIL IN51DE PLY NAILS NAILED AT 8" O.G. 5TA66ERED. OUT5I0E OUTSIDE NAILS NAILED AT 8" O.G. (2)2X'5 (3) OR (4)2X GOLUMN 12X BUILT-UP STUD COLUMN DETAILS 5EE DETAIL 20 ON 5EE DETAIL 21 ON 5TRUGTURAL PLAN5 FOR STRUCTURAL PLAN5 FOR ADDITIONAL CONNECTION ADDITIONAL CONNECTION INFO NOT 5HOWN HERE INFO NOT SHOWN HERE FASTEN EVERY OTHER 055 BLOGKIN6 ® 48" I-JO15T (w/ WEB BLOGKIN6 A5 I-J015T5 O.G. FA5TENED TO 2x \ / I-J015T5 REO'D) TO 2x BLOGKIN6 w/ (1) -PER PLAN BLOGKIN6 w/ (1) x -PER PLAN 51MP50N A35 CLIP 51MP50N A35 CLIP v 9 ; FASTEN VERY OTHER JOIST TO GMU FASTEN VERY OTHER J015T TO GMU w/ 51MP50N HT5MI6 TW15T STRAP. w/ 51MP50N HT5MI6 TWI5T 5TRAP. FASTEN STRAP TO CMU w/ (4) Y4" DIA. FASTEN STRAP TO GMU w/ x 2)/4" LONG TITEN 5GREW5 x 2)/4" LONG TITEN 5GREW5 2x6 FLAT BLOGKIN6 (BETWEEN I -JOIST 2x6 FLAT BLOGKIN6 TO EA. SIDE OF - I6 MIN, LENGTH) FA5TENED DOWN TO 056 BLOGKIN6 (16" MIN. LENGTH) GMU W(3) Y4" DIA. x 3 Y2" LONG FASTENED DOWN TO GMU w/ (5),v4" DIA. TAPGON5 ® EA BAY. FASTEN RIM x 3 Y2" LONG TAPGON5. FA5TEN RIM BOARD, THRU WALL 5HT6., TO 2x BOARD, THRU WALL 5HT6., TO 2x A BLOGKIN6 w/ 3"x0.131" NAIL5 ® 3" ox,. BLOCKING w/ 3"x0.131" NAIL5 ®3" o.c. Q R�TROPPOT, �T�r I LSCALE: �/4"=I' REFER TO CONNECTION 5PEGIFIGATION5 CHART ON 50.0 FOR J015T / RIM BOARD CONNECTION TO TOP PLATE I-J015T5 (5EE PLAN) BLOGKIN6 IF REOV. BY J015T MANUF. REFER TO DETAIL 3/501.0 OR INTERIOR 6R6. 4/501.0 FOR 50LE PLATE 41 WALL (5EE PLAN) CONNECTION TO CONCRETE 0W TYP I CAL INTERIOR BEAR I NCG WALL DETAIL SCALE: 3/4"=I'-0" 1°I~RPENDIGULAR F"RAMIN6 R�TRDP 10 171T,A I L R SCALE: B/4"�Ir-0" REFER TO CONNECTION 5PEGIFIGATION5 CHART ON 50.0 I-JO15T5 FOR J015T / RIM BOARD (5EE PLAN) CONNECTION TO TOP PLATE RIM BOARD OR BLK6 PER J015T MNF. REFER TO DETAIL 3/501.0 OR 4/501.0 FOR SOLE PLATE CONNECTION TO CONCRETE I-JO15T5 (5EE PLAN) INTERIOR BR6. WALL (SEE PLAN) TYPICAL INTERIOR 5E,4RING HALL DETAIL SCALE: 3/4"=l' -O" DBL. TOP PLT. BEYONDNAILING PATTERN PER `NAILING 5GHEDULE — — — — ' FLOOR 5Y5 M BEYOND - ' — — — — — — X — GMU WALL BEYOND NOTE: MIN WINDSTORM OR EQUIVALENT WALL 5HEATHIN6 TO BE U5ED A5 UPLIFT RE515TANGE, NO OTHER FA5TENER5 REG -0. EXCEPT A5 NOTED ON PLAN5 IN TWO 5TORY FRAME APPLIGATION5. NOTE: ACTUAL NUMBER OF FA5TENER5 NOT SHOWN SH ,4TH _IN ELEY. 1IETA 1 L N SCALE: NTS NOTES: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION 51MP50N ET EPDXY). DETAILS FOR ADDITIONAL 2. PROVIDE %" DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOWN BLOW OR BRUSH GLEAN. HERE 3. FOLLOW MANUF. INSTALLATION IN5TRUGTION5. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE I DRILL 6" INTO EXI5T'G LOCATED PER PLAN I IN GROUTED CELL 5LAB, EPDXY t DRIVE #5 DOWEL, PROVIDE ( _ MIN. 30" LAP 5PLIGE 1 I N 1 I a e 4 e 4. I a ° I I—III—III—I I—I _GRA_DE 11=111 I i—I � � I' ' 11� Q I I i—III—III a a. I I MI I M1 11- I=1T- MISSED DOAEL RETROFIT DETAIL SCALE: NTS SIM. • GMU STEM FM PROF° M 6RADE P R TROP I T 11 T,41 L SCALE: 9/4"=I'0 " SEE DETAIL 56 ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNEGTIDN INFO NOT SHOWN HERE FA5TEN EA. ROOF TRU55 TO CMU w/ 51MP50N HT5MI6 TW15T 5TRAP. FA5TEN STRAP TO CMU wl (4) Ya" DIA. x 2Y4' LONG TITEN 56REW5 PROVIDE MOISTURE BARRIER PLATE (51MP50N T55 OR 51M) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRU55E5 ® EVERY OTHER BAY FA5TENED TO GMU w/ (3) Y4" DIA, x 5Y;2" LON6 TAPCON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 W (2) 3 Y4"x0.131" NAIL5 @ EA. END. LETTERED DETAILS ARE TYP I GILL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLANS. seal: ®®W i III 11 s 111®®o ® ®'ii'• No 2 « IITS OF .° 40 " fi Z4/a s+0 R Structural Engineering, Inc, at _I c rn a c a; z W 4' rD ZEE;e M J M o c NN 4 M&K project number: 181-17012 project mgr, S D I drawn by: RSD issue date: 06-27-17 REVISIONS: date: initial: CD Q F_ z U) n F-0 x 0 J LL < 0W r !'� V T Q �. LLJ Z Z 2 � Ld 0 Q i� O 0 z LL 0 sheet: SD201 EXTERIOR WALL 5HT'6. TO RUN GONTINUOU5 FULL HEIGHT OF WALL FROM BOTTOM OF RIM TO DOUBLE TOP PLATE 2 Y2"x0.131" ® 3" O.G. INTO 50LE PLATE I Ye" (MIN.) 0513 RIM BOARD FA5TEN TO EA. I-JO15T ® TOP 8 BOTTOM GHORD w/ (2) 3 Y4"x0.131 NAIL5 2 Y2'xO.131 ® 3" O.G. INTO RIM BOARD / FASTEN RIM TO GMU BOND -� BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP ® 24" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 _ Us! TION 20 5/4"=I'-0" FA5TEN ROOF 5HEATHIN6 TO 2x BLOGKIN6 w/ 2Y2"x0.131° NAIL5 @ 6"O.G. ROOF TRU55E5 ® 24"O.G. * PROVIDE 50LID SHIM BETW'N J015T 4 GONNEGTOR IF J015T LOGATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE J015T 15 GREATER THAN I Y2" FROM GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL Q. I 2x EXTERIOR WALL SEE PLAN FOR SHEATHIN4 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND GONNEGTION 5PEG5. FASTEN 50LE PLATE TO RIM w/ 3"x0.131" NAIL5 ® 6" O.G. 4 5HEATHIN6 TO RIM w/ 2 2'x0.131" NAIL5 ® 6" O.G. I-JO15T5 -PER PLAN FASTEN EVERY OTHER I-JO15T (w/ WEB BLOGKIN6 BOTH 51DE5) TO BOND BEAM N/ (1) 51MP50N HETAI6 (48" O.G. MAX) 8" GMU BOND BEAM W/ (1) #5 GONT. - 2x6 BLOGKIN6 IN EA. TRU55 BAY FA5TENED TO EAGH GRO551N6 5TUD w/ (3)3 Y4"x0.131" NAIL5 5EE DETAIL 20 FOR ADDITIONAL a AND GONNECTION 5PEG5. EXTERIOR WALL 5HT'6. TO, RUN GONTINUOU5 FULL HE16HT OF WALL FROM BOTTOM OF RIM TO DOUBLE TOP PLATE 2 Y2 x0.131 ®3 O.G. INTO 50L PLATE I Y8' (MIN.) 055 RIM BOARD. - FA5TEN RIM TO EA. BLK6 PANEL w/ (3)3 Y4"xO.131" NAIL5 MIN. 2 Y2"x0.131" ® 3" O.G. INTO RIM BOARD FASTEN RIM TO GMU BOND - BEAM w/ 51MP50N HETAI6 EMBEDDED 5TRAP ® 24" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. t HORZ. REINF. 5PEG5 FA5TEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 Y2'xO.131" NAIL5 ® 6" O.G. rr �~ 2x FA5GIA -5EE ARGH 2x 5HEAR WALL - 5EE PLAN FOR 5PEGIFICATION5. * PROVIDE SOLID SHIM BETW'N BLK'6 4 GONNEGTOR IF BLK'6 LOGATED LE55 THAN 1 Y2' FROM CONNECTOR. WHERE BLK'6 15 GREATER THAN I Y2' FROM GONNEGTOR, REFER TO TYPIGAL RETROFIT FASTEN TOP GHORD OF DETAIL R. ROOF TRU55 OR 2x4 NAILER THRU WALL �- FASTEN 50LE PLATE TO RIM 5HEATHIN6 TO EXT. BOARD w/ 3"x0.131" NAILS ® 6" O.G. WALL 5TUD5 w/ 3"x0.131" NAIL5 ® 16" o.c. _-,/ FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER w/ 2 Y2 "x0.131" NAIL5 @ 6" O.G. I Y8" FULL DEPTH 055 BLOGKIN6 ® 48"o.c. ALON6 WALL (15T BAY ONLY) FA5TEN 50LE PLATE OF 3 Y4"x0.131" TOENAIL5 ® 12" v 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 5GHEOULE ON PLAN5 FOR FA5TEN 5HEATHIN6 TO EA. BLOGK w/ (5) 5HEAR WALL TO 5HEATHIN6 #8 5GREW5 OR (5)2 Yz"x0.131" NAIL5. w/ 3 Ya"x0.131" NAIL5 ® 6,"O.G.T13" GONNEGTION INFO 4 FA5TEN 5HEATHIN6 TO5HEATHIN6 s 5PLIGE SHALL OGGUR OVER / I-JO15T5 FLU5H BEAM w/ 2,142"W.131"2x x -PER PLAN NAIL5 @ 6" O.G. -- LL 50LE PLATE w/ 2 Y2"x0.131" NAIL5 O.G. OR PROVIDE GONT. 5HT6. TO BOTTOM OF FLU5H BEAM 5HT6. FA5TENIN6 2x4 BRAGS w/2x4 1-JO15T5 ROOF TRU55E5 -5EE PLAN JFDOUBLE PLATE WITH 51MP50N A35 T -BRACE, SPACED ®24" O.G. 1-J015T5 4'-0" O.G. MAX. FASTEN FLU5H SEAM -5EE PLAN bra#,oeao (48" O G MAX) * FASTEN BOTTOM OF 2x4 NAIL5 ® 12" O.G. -PER PLAN BRAGE TO DBL. TOP HANGER PLATE w/ (1) 51MP50N -BY TRU55 MANUF. + d� VERT WALL REINF. TO Z A a 8" GMU BOND BEAM �N/ 0 LL EXTEND INTO BOND BEAM W/ (1) #5 CONT. 8" REINF. GMU WALL � T as -5EE PLAN FOR VERT. D� .N 4 HORZ. REINF. 5PE05 3� S�GTION SCALE= S/4"=ib" a AND GONNECTION 5PEG5. EXTERIOR WALL 5HT'6. TO, RUN GONTINUOU5 FULL HE16HT OF WALL FROM BOTTOM OF RIM TO DOUBLE TOP PLATE 2 Y2 x0.131 ®3 O.G. INTO 50L PLATE I Y8' (MIN.) 055 RIM BOARD. - FA5TEN RIM TO EA. BLK6 PANEL w/ (3)3 Y4"xO.131" NAIL5 MIN. 2 Y2"x0.131" ® 3" O.G. INTO RIM BOARD FASTEN RIM TO GMU BOND - BEAM w/ 51MP50N HETAI6 EMBEDDED 5TRAP ® 24" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. t HORZ. REINF. 5PEG5 FA5TEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 Y2'xO.131" NAIL5 ® 6" O.G. rr �~ 2x FA5GIA -5EE ARGH 2x 5HEAR WALL - 5EE PLAN FOR 5PEGIFICATION5. * PROVIDE SOLID SHIM BETW'N BLK'6 4 GONNEGTOR IF BLK'6 LOGATED LE55 THAN 1 Y2' FROM CONNECTOR. WHERE BLK'6 15 GREATER THAN I Y2' FROM GONNEGTOR, REFER TO TYPIGAL RETROFIT FASTEN TOP GHORD OF DETAIL R. ROOF TRU55 OR 2x4 NAILER THRU WALL �- FASTEN 50LE PLATE TO RIM 5HEATHIN6 TO EXT. BOARD w/ 3"x0.131" NAILS ® 6" O.G. WALL 5TUD5 w/ 3"x0.131" NAIL5 ® 16" o.c. _-,/ FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER w/ 2 Y2 "x0.131" NAIL5 @ 6" O.G. I Y8" FULL DEPTH 055 BLOGKIN6 ® 48"o.c. ALON6 WALL (15T BAY ONLY) FA5TEN 50LE PLATE OF 3 Y4"x0.131" TOENAIL5 ® 12" v 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 5GHEOULE ON PLAN5 FOR FA5TEN 5HEATHIN6 TO EA. BLOGK w/ (5) 5HEAR WALL TO 5HEATHIN6 #8 5GREW5 OR (5)2 Yz"x0.131" NAIL5. w/ 3 Ya"x0.131" NAIL5 ® 6,"O.G.T13" WALL AND GONNEGTION 5PEG5. 5EE PLAN FA5TEN 5HEATHIN6 TO5HEATHIN6 s 5PLIGE SHALL OGGUR OVER / I-JO15T5 FLU5H BEAM w/ 2,142"W.131"2x x -PER PLAN NAIL5 @ 6" O.G. -- LL 50LE PLATE w/ 2 Y2"x0.131" NAIL5 O.G. OR PROVIDE GONT. 5HT6. TO BOTTOM OF FLU5H BEAM GABLE END TRU55 TO TO 2x4 BRAGS w/2x4 1-JO15T5 ROOF TRU55E5 -5EE PLAN JFDOUBLE PLATE WITH 51MP50N A35 T -BRACE, SPACED ®24" O.G. FASTEN EVERY 05B BLOCKING TO BOND BEAM w/ (1) 51MP50N HETAI6 4'-0" O.G. MAX. FASTEN FLU5H SEAM -5EE PLAN bra#,oeao (48" O G MAX) * FA5TEN ROOF 5HEATHIN6 TO 2x BLOGKIN6 w/ 2 Y2"x0.131" NAIL5 ® 6110.6. .2x4 BLOGKIN6 IN EA. TRU55 BAY FASTENED TO EAGH GRO551N6 STUD w/ (2)3 Y2"x0.131" NAIL5 ROOF TRU55E5 ® 24"o.c. FA5TEN 50LE PLATE OF WALL TO FLU5H BEAM w/ 3"x0.131" NAIL5 ® 8110.6. 5HEATHIN6 5PLIGE SHALL OGGUR OVER 2x 50LE PLATE w/ 2 Y2"x0.131" NAIL5 3" O.G. OR PROVIDE CONT, 5HT6. TO BOTTOM OF FLU5H BEAM HANGER TRU55 MANUF FA5TEN BOTTOM CHORD OF ROOF II -BY I-JO15T5 M55 OR 2x4 NAILER TO BEAM w/ II 8" GMU BOND BEAM -5EE PLAN 3"x0.131" NAIL5® 16" ox - W/ (1) #5 CONT. @=!'K_T91Rw 2x4 GATS ® 16"O.G. FASTENED TO GABLE END TRU55 w/ (2)3"x0.131" TOENAIL5. PROVIDE (1) 51MP50N H3 GLIP OVERHANC75 > 12" 6YP5UM BOARD I'-4" MAX PER ARGH FOR FIREPROOFIN6 GABLE END VERTIGAL WEB - REINFORGIN6 A5 REQURIED BY TRU55 MANUF. FASTEN EA. END OF FLU5H BEAM TO MA50NRY w/ (1) 51MP50N HETAI6 FLU5H BEAM -5EE PLAN 26 SECTION d SGTION SCALE: 3/4"=I'-0" 5GA11= S/4"=1'-0" FA5TEN 5HEATHiN6 TO 2x4 2x4 BLOGKIN6 w/ BLOGKIN6 w/ 2 Y2"x0.131" (3)3 Y4"x0.131" NAIL5 ® 4"O.G. TOENAILS EAGH END ' FA x FA5TEN ROOF SHEATHING TO FA5GIA WITH 2 Y2'xO.I31" 2'-0" MIN ' NAIL5 ® 6" O.G. (4) 3Y4"x0.131 ROOF 5HT6 NAIL5 `> 5HALL BE GONT. 24" MIN ONTO.ROOF 5EE UPLIFT GONNEGTOR 3 Y4"x0.131" TOENAIL5 ® 12" 5GHEOULE ON PLAN5 FOR O.G. GONNEGTIN6 BOTTOM GONNEGTOR 5PEGIFIGATION5 CHORD TO TOP PLATE s FA5TEN ROOF TRU55 TO FASTEN BOTTOM GHORD LL TOP PLATE w/ GABLE END TRU55 TO TO 2x4 BRAGS w/2x4 (3) 3 Y4"x0.131" TOENAILS JFDOUBLE PLATE WITH 51MP50N A35 T -BRACE, SPACED Zw CLIPS ®32" O.G. 4'-0" O.G. MAX. FASTEN bra#,oeao 2x4 TO 'T' w/ 3 Y4"x0.131" FASTEN BOTTOM OF 2x4 NAIL5 ® 12" O.G. LL BRAGE TO DBL. TOP x 0 PLATE w/ (1) 51MP50N 50 i�T I L H2.5A 8 (2)3 Y4"x0.131"-- "_ TOENAILS SCALE• 3/4 I -0 2x FA5GIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. � HORZ. REINF. 5PEG5 L PROVIDE 2x4 BLOCKING 48" O.G. IN FIR5T (3) BAY5 OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM GHORD5 FA5TEN DRYWALL TO BLOGKIN6 w/5GREw51EY TION /NAILS @ 6 �6 O.G. 3/4"=I'-0" PROVIDE 50LID SHIM BETW'N TRU55 8 GONNEGTOR IF TRU55 LOGATED LE55 THAN I Y2' FROM GONNEGTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL P. 5EE UPLIFT GONNEGTOR 5GHEDULE ON PLAN5 FOR GONNEGTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (51MP50N T55 OR 51M.) ® EAGH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM seal: LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL , PPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY I ND I GATED DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. ■ W 2L Q rae�eneao, o®®aaeG. ® ® 77 s W o LL Q SATE OF > 0 1 "7 tU Zw !6 Ef1gi" dfl � bra#,oeao o 0 LL c J 'a) � x 0 v__1 rn a; + d� Z A a �N/ 0 LL y� LLJ *' N � T as D� .N chi N 4X � N CC project number: 181.17012 project mgr: S p I drawn by: RSD issue date: 06-27-17 REVISIONS: date: initial: LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL , PPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY I ND I GATED DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. ■ W 2L Q sheet: SD2*2 z (L W o LL Q w 0 o � W Zw � o 0 LL (C) x 0 v__1 sheet: SD2*2