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HomeMy WebLinkAbout3848 Saltmarsh Lp 18-990 (a)NOTES: INDEX GENERAL 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY FL 1.0.2 SLAB PLAN'u' DISCREPANCIES SHALL BE REPORTED TO TO THE BUILDER FOR JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS FL 1.3 FLOOR PLANS'U' SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT FL 4.1 SECTIONS ARE NOT REPORTED TO THE BUILDER. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHA/VA MPS. 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE FI.5.3 ELEVATIONS'U' LOCAL CODE) AND MUST REST ON UNDISTURBED FL 5.3.1 ELEVATIONS'U' FL 5.3.2 ROOF PLAN v' SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. FL 6.3 UTILITYPLANS'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 AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. 10 EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -!6TH EDITION (2017) RESIDENTIAL & ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG RECORD COPY 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. rwEDPOReo�ECOMPLIAIvca WEEP SCREEDS SHALL BE A MINIMUM OF REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX YIN YIN SQUARE FOOTAGE TABULATIONS RE1/I NO. 26 GALVANIZED SHEET GAUGE CORROSION- UNHEATED S.F. P""m PLANSEXAMINER RESISTANT WEEP SCREED OR PLASTIC WEEP TOTAL GARAGE DATE SCREED WITH A MINIMUM VERTICAL ATTACHMENT PATIO/COVERER PATIO TOTAL FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS m�CD SANFORD BUILDING DIVISION IN ACCORDANCE WITH ASTM C 926. THE WEEP ELEVATION 'U' A PERMIT ISSUED SHALL BE CONSTRUED TO BE A SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES 1268 2121 LICENSE TOPROCEED WITH THE WORK AND NOT As, ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 44 80 ASIDE ANY OFTHE PROVISIONS OFTHE TECHNICAL AREAS. THE WEATHER RESISTANT BARRIER SHALL CODES; NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROMTHEREAFTERLAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH REQUIRING OF ERRORS COS RUCTION OR VIOLATIONS OF THIS CO SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C.R. !6TH EDITION ( 2017) RESIDENTIAL WATER RESISTIVE BARRIERS MULHERN+KULP"P COMPACTION TESD INSTALLED OVER WOOD BASED SHEATHING SHALL REQUIRED INCLUDE A WATER RESISTIVEVAPOR PERMEABLE Results to be Verified BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D residential structural engineering a at Slab Inspection PAPER. STUCCO APPLICATION AND CURING PER °yam FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL OR IN 20 South Maple Street, Suite 150 - Ambler, PA 19002 ACCORDANCE WITH ASTM C 926. p215.646.8001 - mulhemkulp.com�� SANFORD 10 990' REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX YIN YIN SQUARE FOOTAGE TABULATIONS HEATED S.F. UNHEATED S.F. P""m SECOND FLOOR TOTAL GARAGE PORCH PATIO/COVERER PATIO TOTAL m�CD ELEVATION 'U' 853 1268 2121 411 44 80 535 MULHERN+KULP"P residential structural engineering a °yam 20 South Maple Street, Suite 150 - Ambler, PA 19002 p215.646.8001 - mulhemkulp.com�� 10 notrerkwedairyatla idobdbaberds�Ixti. ISSUE DATE: FOR REVIEW REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX YIN YIN SQUARE FOOTAGE TABULATIONS HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/COVERER PATIO TOTAL ELEVATION 'U' 853 1268 2121 411 44 80 535 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 a, LAST REVISION 7 0 co %_ LAST SAVED BY: GENERAL FOUNDATION NOTES: - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. - SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TYP STOOP AT INSWING/SLIDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2017 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE d L 28'-0" 15 =4"" 2"-2" 16",4" T-4" 20'-8" 28'-0" Of SLAB PLANU 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT >0 PATIO SLAB CC P T= p co z 0 W W REINFORCE PER LOCAL 0- a O= o 00 �a a 20 South Maple Street, Suite 150 • Ambler, PA 19002��m CODE AND ENGINEER'S C/) p215.646.8001 • mulhemkulpxom fn � CLo y SPECIFICATIONS M C7 MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO 8'-8 3/4" OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. ......... .�....................} I!...............F,yµ.�}..r i I i,l i Ij i h ll o r N 4- 010 ! ..:........:! c+� VERIFY UNDERSLAB CONDUIT AT M KITCHEN ISLAND M IjI [ T-9 1/4" T-71 /2" �I ! I ..,r N I.. � i 8'-0"! ! p I I \ ill 11 I -0" CV PORCH SLAB e CD W o REINFORCE PER LOCAL W a CODE AND ENGINEER'S O SPECIFICATIONS U) ;0 N t` 1'-4" 4'-8" 1'-4" o m T GARAGE SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS 1 F1 _711 2"-2" 16",4" T-4" 20'-8" 28'-0" Of SLAB PLANU 1 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 rM N CC P T= ° z 0 MULHERN+KULP residential structural engineering �a a 20 South Maple Street, Suite 150 • Ambler, PA 19002��m p215.646.8001 • mulhemkulpxom fn � CLo y 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 1 .0.2 >0 rM N CC P T= LU z C*4 > Oct Zomi a J fn � CLo y 0 SHEET N0: FL 1 .0.2 FLOOR PLAN KEYNOTE LEGEND FLOOR 1 0 1 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 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. 4 WATER HEATER ON 18" HIGH PLATFORM 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". 1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS. 11 HALF WALL, HEIGHT AS NOTED 12 INTERIOR SOFFITS: FFL = 8'-1" U.N.O. SFL = 7'-6" U.N.O., OPT. CASED OPENING U.N.O. 13 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED 16 SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS 281_011 SECOND FLOOR PLAN 'U' 2 15'-4" 10'-011 2,_811 MULHERN+KULPa® 6" residential structural engineering �a .a 20 South Maple Street Suite 150 • Ambler, PA 19002 PATIO p 215.646.8001 • mulhemku/p com � mmK7...¢..� d� VERIFY t�ulkm+IWghu �imeayudNa ndreMeMeauyother�famtllonrddaamadher ' LOCATION IN FIELD 3'-411 T -O" 811 31.011 A/C 71-411 6'-0" '-8" 3050 SH 3050 SH 6068 S.G.D. DINING cC114 r. 9'-4" CLG. 19'-5" 8'-7" +35" 11 N 11 i FAM I L DJW i I 9,,,41, CLG. I (� Ilo ° O II° � O 10 2868 II 16 HANDICAP (( ACCESS U KITCHEN REFI 6 2IIau 8II I T+42" PDR DDFJ-2] G: — 2 11— 1/2"--,, - —InI —_ 21.8" 1c;) 468 4'-911 311 11 /8 5-312'2 4'-3 1 /2'2468. 0 N IIu1II1R Q(8�1 R II II NT—IIl R Y II 1 1P� 017 C") n 11 11 oII II 2868 +/- T-3" WALL HT. —11-:111 Z777=- F2 WH LINE OF CLIPPED CEILING 8'-0" 17'-0" 4 3 -0' 20'-0" 2-10" 4'-6" GARAGE PORCH I 0 a STONE VENEER i� w SEE EXT. ELEV. 21.4" L 16070 SECTIONAL 2'-4" 161-0" '17 20'-8" 71-4" 28'-0" SECOND FLOOR PLAN 'U' 2 4 MULHERN+KULPa® 6" residential structural engineering �a .a 20 South Maple Street Suite 150 • Ambler, PA 19002 Wro® p 215.646.8001 • mulhemku/p com � mmK7...¢..� d� 4P 'UgON t�ulkm+IWghu �imeayudNa ndreMeMeauyother�famtllonrddaamadher ' SECOND FLOOR PLAN 'U' 2 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT I w ✓ I 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: Th drawings he These a gsaret 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: >M ROOF TRUSSES PER T N It TM STRUCTURAL ENGINEER — N N � p 2ND FLOOR PL. HT. 0 � J N (Vii ao 2ND FL. WDW. HT. W T bo T WIC LOFT o W-1 CL 8'-1" CLG. F N \ C\1 \ — — - —2ND FLOOR FIN. FLR. + — — — 1ST FLOOR PL. HT. — 1 ST FL. WDW. HT. KIT PANTRY 0, Cr 9 .. CI.G. o T � cc 'W„ r —1ST FLOOR FIN. FLR. � ... I 1 I L..............., ............. _ �{I ......... LI ���.) — .......................................� I I ffI........:..I I �..............) I �{! ;................ BUILDING SECTION 1 'U' 1/4" -71 -0" AT 22"X34" LAYOUT = 1'-0" AT 11" X 17" LAYOUT ISSUE DATE: 10.02.17 FOR REVIEW. REVISIONS: Th drawings he These a gsaret 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 4.1 >M T N It TM Uj N N � p Z 0 � J N (Vii ao 0 SHEET N0: 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 nKln CI r%r%D —'71111 11 AI n Ml r_1 GVATI(IAIC FLR. ^ . '-L .,- � -`- �-• -' •. , - -1ST FLOOR FIN.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: TM N ELEVATION KEYNOTE LEGEND yr 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/ 5/4x4 CORNER TRIM BOARDS E15 PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1 X 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. FLR. ^ . '-L .,- � -`- �-• -' •. , - -1ST FLOOR FIN.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: TM N >M � yr 0 N Q � N m F J 0 Cd ___j Ll CLo W - FLR. ^ . '-L .,- � -`- �-• -' •. , - -1ST FLOOR FIN.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: TM N >M � yr 0 N Q � N m F J 0 Cd ___j Ll FLR. ^ . '-L .,- � -`- �-• -' •. , - -1ST FLOOR FIN.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: TM N >M � yr W N >O Z 0 F J Cf) W CLo W SHEET NO: FL 53 1 ST FLOOR PL. HT. — 1 ST FL_WDW. HT. , E19 „ SMOOTH , d 00 1¢.. ` • ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight p Y g 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: N ELEVATION KEYNOTE LEGEND - r El 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 ° LAP SIDING PER DEVELOPER W/ 5/44 CORNER TRIM BOARDS' E15 ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE E16 1XTRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED ��°'�"W "^� GEN STUCCO TRIM E22 THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN W 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE OPENING LIMITING DEVICES COMPLYING WITH THE M U L H E R N+ K U L P n® WINDOW 2016 FLORIDA RESIDENTIAL CODE SECT. 312.2. 12 12 12 residential structural engineering ®°e S T " NOTES: 5 5 20 South Maple Street, Suite 150 • Ambler, PA 19002 p 215.646.6001 • mulhemkulpcom -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN.�yA BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. `y nGtleyk�dayoAdMamWonldredbolkrdsoiee. +adage ffMmr -WINDOW HEAD HEIGHTS: 1 ST FLOOR = 7'-4" U.N.O. ON ELEVATIONS Ir "' E16 6IF 2ND FLOOR = 7'-111 U.N.O. ON ELEVATIONS FASCIA 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 S O 0111... H WN N THE EXTERIOR ELEVATIONS .......................................................................................................................................................................................................................... ...:...........................................:..................................1..............1............1.1 ..1.11.1 11..11 .1.1.11.................................................................... .................................:. ...........................,........................................................... .............1...............11 ...................... -ENTRY DOOR: AS SELECTED BY BUILDER e E13z W _ � '�' ................................................................................................................................................................................................................................................. .. .........::.........................................................................................................111 1 . ............ 1( CHIMNEY AS OCCURS. TOP OF CHIMNEYS TO BE A MINIMUM OF 24 ABOVE _ ................................................................................ . 4 ANY ROOF WITHIN 10'-0" OF CHIMNEY. E16 -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURERS a N ,r- D-1 ........ ......................................................:...................................................1111.............. ............ .. 111 1 111 1 1 1 11. 1 1 1..._.1.._. .1 ..11 .1 ....._ ........................................................... .................................:....1..1........11.....................................................................11 . 5 ........... 1111... .. 1111... ... 1.... ...... .. ..... , ., 11 E16 WRITTEN INSTRUCTIONS. °' 04 ... ...........................:..............:...:..:................................................ 1111... .. ......................... ....:...:..................................................._..................................,....................................................... — — 2ND FLOOR FIN. FLR. 1 ST FLOOR PL. HT. — 1 ST FL_WDW. HT. , E19 „ SMOOTH , d 00 1¢.. ` • ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight p Y g 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: N ELEVATION KEYNOTE LEGEND - r El 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 1XTRIM 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. — 1 ST FL_WDW. HT. , E19 „ SMOOTH , d 00 1¢.. ` • ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight p Y g 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: N >E It - r LU Cl) N � p Z 0 � J � Cl) W ao W SHEET N0: FL 5.3.1 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 PRODUCT SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING I -PERM INSTALLED ON THE WARM -IN - BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL lee, ®q O a; J 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. ROOF VENT CALC. ELEV.'U' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 1308 SF 313.92 int 627.84 int AREA 2 80 SF 19.20 int 38.40 int 1111� ii o -irlri i rrr imriri a n 11, :1 ROOF PLANU 1 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: >1111111 - C� •° � �m W. P MULHERN+KULP 0 residential structural engineering N 20 South Maple Street, Suite 150 • Ambler, PA 19002 I" • tQ p215.646.8001 • mu/hemkulpxom lee, ®q O a; J a '*f'rkvvdh0 MuNrmhQ*fA 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 LAST SAVED BY: 0 SHEET FL >1111111 - N W. P r Uj Z N > � Z 0LL a J L) C/) O ao � 0 SHEET FL v c0 J � co 30" HIGH VANITY y 'F p BASE CABINET CABINET M 20 r m Zo SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR UTILITY PLAN'U' U 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT NOTES: LEGEND: � Q � Cl) '-W N > - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODEND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. (NEC)( ) - 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.O - 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.. Z DUPLEX OUTLET N T H © CHIMES �/ / `� U v CEILING FAN (PROVIDE ADEQUATE SUPPORT) C� PUSHBUTTON SWITCH EXTRA DUTY WEATHERPROOF GFI WP/GFI DUPLEX OUTLET W 11 OV SMOKE DETECTOR HARDWIRED AND INTER- SD coNNEcTED Wi BATTERY /J // U CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT)cANDEscENT GFI GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET PIN RECESSED INCANDESCENTLIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF J Coe DETECTOR © HARDWIRED AND INTER - CONNECTEDW/BATTERY BACK-UP 00 GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET 0EXHAusT FAN (VENT EXTERIOR) REINFORCED JUNCTION Box O THERMOSTAT } HB HOSE BIBB O PH TELEPHONE f WALL SWITCH Z r 1/4" WATER STUB OUT ELECTRIC METER $cW 3 THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE © ELECTRIC PANEL WALL SCONCE $ 4 FOUR-WAY SWITCH � DISCONNECT SWITCH TECH Hue SYSTEM 0 LL a Cnz 0 U)� LU Jcc 0 ME 0 Q. 3 ILL LL O Y F W O m w Uj �- Q cc o a v a 0 m Q o _o U Z co F m � O N Z a0 U cc LLV' C7 W Z 00 CO 0 a_ W Z a: ~ 8 F� Q Z Q 2 - C4 o !DU H Y � O STANDARD ELECTRICAL BOX HEIGHTS WALL CABINET cc 2 LL. O a 0 W 0 m v c0 J � co 30" HIGH VANITY y 'F p BASE CABINET CABINET M 20 r m Zo SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR UTILITY PLAN'U' U 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT NOTES: LEGEND: � Q � Cl) '-W N > - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODEND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. (NEC)( ) - 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.O - 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.. Z DUPLEX OUTLET N CEILING MOUNTED IIvcAN�EscEn1T LIGHT FIXTURE H © CHIMES �/ / `� U v CEILING FAN (PROVIDE ADEQUATE SUPPORT) C� PUSHBUTTON SWITCH EXTRA DUTY WEATHERPROOF GFI WP/GFI DUPLEX OUTLET W 11 OV SMOKE DETECTOR HARDWIRED AND INTER- SD coNNEcTED Wi BATTERY /J // U CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT)cANDEscENT GFI GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET PIN RECESSED INCANDESCENTLIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF HALF -SWITCHED DUPLEX OUTLET Coe DETECTOR © HARDWIRED AND INTER - CONNECTEDW/BATTERY BACK-UP 00 GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET 0EXHAusT FAN (VENT EXTERIOR) REINFORCED JUNCTION Box O THERMOSTAT } HB HOSE BIBB O PH TELEPHONE f WALL SWITCH TELEVISION 1/4" WATER STUB OUT ELECTRIC METER $cW 3 THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE © ELECTRIC PANEL WALL SCONCE $ 4 FOUR-WAY SWITCH � DISCONNECT SWITCH TECH Hue SYSTEM W a Cnz v c0 J � co 30" HIGH VANITY y 'F p BASE CABINET CABINET M 20 r m Zo SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR UTILITY PLAN'U' U 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT NOTES: LEGEND: � T N � Cl) '-W N > - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODEND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. (NEC)( ) - 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.O - 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.. Z DUPLEX OUTLET J a CEILING MOUNTED IIvcAN�EscEn1T LIGHT FIXTURE H © CHIMES �/ / `� U v CEILING FAN (PROVIDE ADEQUATE SUPPORT) C� PUSHBUTTON SWITCH EXTRA DUTY WEATHERPROOF GFI WP/GFI DUPLEX OUTLET K' WALL MOUNTED INCANDESCENT T LIGHT FIXTURE 11 OV SMOKE DETECTOR HARDWIRED AND INTER- SD coNNEcTED Wi BATTERY /J // U CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT)cANDEscENT GFI GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET PIN RECESSED INCANDESCENTLIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF HALF -SWITCHED DUPLEX OUTLET Coe DETECTOR © HARDWIRED AND INTER - CONNECTEDW/BATTERY BACK-UP I—® GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET 0EXHAusT FAN (VENT EXTERIOR) REINFORCED JUNCTION Box O THERMOSTAT } HB HOSE BIBB EXHAUST FANLIGHT COMBINATION �" (VENT TO EXTERIOR) PH TELEPHONE f WALL SWITCH TELEVISION 1/4" WATER STUB OUT ELECTRIC METER $cW 3 THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE © ELECTRIC PANEL WALL SCONCE $ 4 FOUR-WAY SWITCH � DISCONNECT SWITCH TECH Hue SYSTEM U W Z Z WP/GFI AT O A/C COND. cUn SERVICE PANEU ELECTRIC METER TELEPHONE/ TELEVISION SERVICE BOX WP/GFI � I Y /' PORCH KEYLESS / / KEYLESS KEYLESS GDO (DEDICATED CIRCUIT) / GARAGE FIRST FLOOR UTILITY PLAN'U' 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: 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 _I LAST SAVED BY: SII SHEET N0: FL 6.3 >N � T N � Cl) '-W N > a Z 0 J a QV � J N M Qmo F_ SII SHEET N0: FL 6.3 2X EXT. BEARING WALL WEATHER RESISTANT BARRIER - TYPAR RUNG TO 1 1/2" BELOW TOP OF BLOCK HARDIE BOARD HORIZ. SIDING HOUSE WRAP EXTERIOR SHEATHING Z -FLASHING HARDIE TRIM, BOTTOM SITS 1 1/2" BELOW TOP OF BLOCK J -CHANNEL STUCCO STOP 5/8" TEXTURED STUCCO OVER BLOCK �® -- JR. �e ®�0 ?4 ®•t MULHERN+KULP ' a�a residential structural engineering °-)l n • ,A . F •4v� 20 South Maple Street, Suite 150 • Ambler, PA 18002 �� ••� P 0 wro• ��,��°� p215.648.8001 • mu/hamku/pcom �„ ° • ° ° ° ° . • • ® ®�� ►Nihem+w�pAn Audueayrdhs not miaed � otlKr Mkmetlon rddcd m alha 6sdpiws. uj Q 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: a SHEET N0: D-1 i oc,riru iii,, uiri7ii i r' II IIIIJ,I I I �'' ■ d - Windovw $ Door Allowable Wind f re55ure5 140 MPH Wind Zone Ex ome G OPENIN6 51ZE INTERIOR ZONES END ZONES (3) TOENAILS* 8' Garage Door +25.1 P5F/-28.4 P5F +25.1 P5F/-28.4 P5F 16 Garage Door +24.1 P5F/-26.8 PSF +24.1 P5F/-26.13 PSF 10 SOFT. +26.6 P5F/-31.2 P5F +28.6 P5F/-38.5 P5F 20 SOFT. +21.5 P5F/-21.1 PSF +21.5 P5F/-35.1 P5F 50 SOFT. +25.8 P5F/-28.3 P5F +25.6 P5F/-32.5 P5F 100 SOFT. +24.5 P5F/-26.Q P51F +24.5 P5F/-2q.q P5F 500 SOFT. +21.5 PSF/-23.q PSF +21.5 P5F/-23.q PSF (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. 11111111110 CONNECTION SPECIFICATIONS (TYF. U.N.O.) DE56RIPTION OF BLDG. ELEMENT 3"4.131" NAILS 3"0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO J015T/BLK'6. (1) NAIL a 4" O.C. (I) NAIL @ 4" O.C. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" ox. BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS ® 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 I5 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) EXTERIOR � SHEAR NAL.L. SHEATH I NCS SPEG I F I GAT I ONS INDICATES LOGATION AND EXTENT OF SHEARWALL WHIGH REOUIRE5 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 7/16" PLYWOOD OR 05B FASTENED W/ PI 2y2"x0.151" NAILS @ 6" o.c. ALONG PANEL EDGE5 AND 121' o.c. IN THE PANEL FIELD. 1/16 PLYWOOD OR OSB FASTENED w/ P3 21Y2 "x0.131" NAILS ® 3" o.G. ALONG PANEL ED6E5 AND 12" o.c,. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATH ALL EXTERIOR WOOD FRAMED WALLS W/ 1/16" PLYWOOD OR 055 FASTENED W 2 "x0.131" NAILS @ 6" O.G. AT ALL PANEL EDCwE5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLAN5) I. ALL PANEL ED6E5 SHALL OGGUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING 0 I6"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHIN6 5HALL BE GONTINUOU5 FULL HE16HT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 5HALL HAVE DOUBLE TOP PLATES FA5TENED T06ETHER W 3Y2"x0.131" NAILS @ 16"o -c- USE (8) 3Y2"x0.131" NAILS 0 EA. LAP 5PLIGE. (TYP. U.N.0) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEAR WALLS AND EXTERIOR WALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 6. 5EE ARGHITEGTURAL DRAWIN65 FOR ADI?t WALL GON5TRUGTION REQUIREMENT5. 1. ALL EXTERIOR WALL5 GON5I0ERED FOR 5HEAR WALL5. 8. WHERE PANEL5 ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS 5HALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ROOF FRAMIN6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1116" MIN. OSB/PLYWOOD 5HEATHIN6 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBER5 w/ 23/8"x0.113" RING SHANK (R5R5-01) NAILS (OR BETTER) o 6" O.C. 0 PANEL EDGES 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDGES. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES W NAILS 0 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGES, RI06E5, VALLEYS, 4 HIPS, PROVIDE BLOGKIN6 ALON6 PANEL EDGE5 4 FASTEN W/ 2Y2"x0.131" NAILS 0 4" O.G. AN END ZONE 15 DEFINED AS 10% of THE BUILDIN65 LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55ES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH END TO TRU55 BELOW W/ U5P MTW12 AND (2) 3"4.131" TOENAILS TO EACH TRUSS BETWEEN. • ALL METAL HANGERS SHALL BE SPEGIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 5HORT SPAN ROOF TRUSSES W/ 2x4 LEDGER FASTENED TO FRAMIN6 W/(2) 3"4.131" NAILS 0 lb" O.G. UPL I FT CONNECTORS BEARING CONDITION TRU55GONNEGTOR SPECIFICATION HO -1 51MP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) HD -2 SIMPSON M5TGbb STRAP TIE (24" END LENGTH) (M5TGbbB3 ALTERNATE) < 15' 51MP50N H2.5A 5IN6LE ROOF TRU55 BEARING ON SPAN HEADER WOOD 5TUD WALL/WOOD BEAM (2)2x8 5PF OR 5YP #2 W/ H4xb 35'65" AFP IhE SHORT > 15' 51MP50N HIOA ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD 5TUD WALL/WOOD BEAM H4x10 35"x95" AFP IhE SHORT 51N6LE ROOF TRU55 OR PORGH ALL 51MP50N HETAI6 BEAM BEARIN6 ON CMU WALL (2)2x12 (2-)2x[2 5PF OR 5YP #2 W/ ROOF 61RDER TRU55 OR FLUSH ALL (2) 51MP5ON HETAI6 BEAM BEARING ON CMU WALL SPAN HEADER ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH GONNEGTOR A5 LI5TEP ABOVE. LEGEND • ® INTERIOR BEARIN6 WALL • BEARIN6 WALL ABOVE • - - - - BEAM / HEADER • LOCATION AND EXTENT OF SHEAR WALL • 1 _ I EXTENT OF OVERFRAMIN6 L --:___� INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID 13LOCKIN6 UNDER P05T OR JAMB ABOVE. HEAVER SUBSTITUTION SCHEDULE HOLD-DOWN SGHEVULE SYMBOL SPECIFICATION HO -1 51MP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) HD -2 SIMPSON M5TGbb STRAP TIE (24" END LENGTH) (M5TGbbB3 ALTERNATE) 3.5"x5.5" AFP IhE SHORT LEGEND • ® INTERIOR BEARIN6 WALL • BEARIN6 WALL ABOVE • - - - - BEAM / HEADER • LOCATION AND EXTENT OF SHEAR WALL • 1 _ I EXTENT OF OVERFRAMIN6 L --:___� INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID 13LOCKIN6 UNDER P05T OR JAMB ABOVE. HEAVER SUBSTITUTION SCHEDULE LABEL DESCRIPTION LABEL DE5GRIPTION (2)2x6 2 2x6 5PF OR 5YP #2 W/ H4X6 3.5"x5.5" AFP IhE SHORT 1/2" PLYWD FLITCH PLATE SPAN HEADER (2)2x8 (2)2x8 5PF OR 5YP #2 W/ H4xb 35'65" AFP IhE SHORT 1/2 PLYWD FLITCH PLATE SPAN HEADER (2)2x10 2 2x10 5PF OR 5YP #2 W/ H4x10 35"x95" AFP IhE SHORT I/2" PLYWD FLITCH PLATE SPAN HEADER (2)2x12 (2-)2x[2 5PF OR 5YP #2 W/ H4x10 3.5"x95" AFP IhE SHORT 1/2" PLYWD FLITGH PLATE SPAN HEADER 1. WHERE SPF OR 5YP #2 BUILT-UP HEADERS ARE SPEGIFIED ON THE PLAN5, ANTHONY FOREST PRODUGT5 (AFP) IhE 5HORT5PAN HEADERS MAY BE SUBSTITUTED PER THE HEADER 5U135TITUTION 5GHEDULE ABOVE. 2. AFP IhE 5HORT511PAN HEADER5 HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1,600,000 psi, Fib = 1,500 psi, Fv = 115 psi, Fc -perp = 650 psi. 3. AFP IhE 5HORT51PAN HEADER5 MAY NOT BE 5UB5TITUTED WHERE BUILT-UP LVL HEADERS ARE 51PEGIFIED ON THE PLANS. 4. REFER TO THE STANDARD HEADER NOTES WITHIN 6ENERAL FRAMING NOTE5 ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HA5 SEEN DESIGNED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BIJILDIN6 GODS (SECTION IbOq) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWING COMMUNITIES ONLY: 140 MPH - EXP. G WH15PERIN6 R06E 5T. J,4ME5 GR0551N6 SHERRWATER ESTATES WYNDHAM PRESERVE - BRI550N E. ANY COMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION 8 APPROVAL FROM MULHE(2N 8 KULP STRUGTURRL ENGINEERING. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DE516N 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 (INGLUDIN6 STAIRS) = 30 P5F 0 5LEEPIN6 AREAS = 50 P5F 0 GARAGE DEAD = 10 P5F (20 P5F TOTAL e TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS L15TED R15K GATEC70RY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 SPF OR 5YP 'STUD' GRADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLAN5). • ALL INTERIOR 5HEARNALI-5 5HALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED ® 16" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED 0 24" O.G. (MAX). SINGLE TOP PLATES ALLOWED PER Rb02.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"4.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS 0 16" O.G. 5TA6GERED, APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLAN5). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 W/ 7/I6" 056 FASTENED w/ 2Y2"x0.131" NAILS m 6" O.G. 0 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 SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/13EARIN6. • 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.ox10A9 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROV45 OF 3"4.131" NAILS 0 8" 0/6 OR 2 ROW5Y4"x3Y2" SIMP50N 505 5GREV45 (OR 3Y2" TRU55LOK 5GREW5) 0 16" 0/6. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAILS/SCREWS 2" FROM E06E. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"xb" 51MP50N 505 5GREW5 (OR b 3/4" TRU55LOK 5GREW5) 0 lb" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID T' BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE SIMPSON PG4Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR WALL STUDS IN CONTACT W/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED v4/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. seal 1/15�9��IS � �r 0 4 , �- © copyright: MULHERN & KULP Structural Engineering, Inc, a 0 N N Cn � a 7 co U UJ . v> con 4 MM project number. 181-17006 project mgr: S D I drawn by: M J S issuedate: 05-02.17 REVISIONS: date: initial 09-25-17 MK 11-09-17 MK 12-11-17 MK V) ....... w 0 2' W U) W w O 0 `'J' Z 0 LL, 0 V � 0 Q Z z 1 I� a.., -0 sheet: S000 N t I SDI.O I N I ` SEE BLOGK PLAN FOR VERTICAL BAR n, LOCATIONS m I I I 5DI.0 ( _ TYp. ----- I � 12'-51/2" -' PORCH SLAB: I r(—�----------�-I--- 3)1;2" GONG. SLAB ON GRADE (2500 P51 — — — — — — — — — — — — — MIN.) w/ bxb-W1.4xW1.4 MESH OR FIBER 8 H I 4 HD-1 20"xlb"xlb° MESH ON 15% COMPACTED FILL OR I SDI.o � I 4 DEEP PLAIN VIRGIN SOIL. I 5D1.0 ��� SDI.O IQ' -10 1/2" FTG. ®HD (TVP)) GENERAL 5TRUGTURAL NOTE5 FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. THESE FOUNDATION DESIGNS ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE5161\15 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 GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWINO MINIMUM COMPRESSIVE 5TRENOTH5 IN 28 DAYS, U.N.O. f'c = 2,500 psi . FOOTINC75 2,500 pal........ 5LA135 ON GRADE (INTERIOR 4 EXTERIOR) Py = bO,000 p51 ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL F=OOTINGS SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB EDGE5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.G) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE ASTM 6416 F'c=3000 P51 w/ MAX 3/8 AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM Ga0 WITH A MINIMUM G0MPRE551VE 5TREN6TH OF IgOO P51 (F'M = 1500 P50. ALL MORTAR SHALL BE ASTM G210, TYPE 5. CMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 3011 LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED CMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH SIDE OF ALL MASONRY OPENINC75 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS 5HOWN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN BUILDERS TO VERIFY. seal: 1/15/2018 o IV 0 tl ° CRs °® ATE OF 40 WO Q copyright: MULHERN & KULP Structural Engineering, Inc. c c a u wMr � y 2 5 V1 fw.w� N N Q M&K project number. 181-17006 Project mgr; S D I drawn by: MJS xsue date. 05-02-17 REVISIONS date., initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK CD Cn sheet RIGHT HAND S 1 •0 28'-0" d - _I ALL ELEV. MA50NRY LINTEL A55EM13L I E5 SEE 5GHEDULE AND 5PEGIEIGATION5 FOR AEVL INFO MIMT.R 6 W V 1 PRECAST LINTEL W EMBEDDED REINF. _ 6ROL 1 BOTTOM REINF. PRECAST LINTEL W/ I I EMBEDDED REINF. DE516HATION MB -1 � MB -2 m� m� TOP REINF. TOP REINF. MB-2 VERTICAL ----- RN SHEAR TIES - 6WIT ::. N. 6ROUT • BOTTOM REINF. " BOTTOM REINF. MB -4 8EI6-28/IT PRECAST LINTEL W/ _ EMBEDDED REINF. PREGAST LINTEL W � � E43EbDED REINF. APPROVED LINTEL MANUFACTURERS ARE: GA5T-CRETE, QUALITY PRECAST CO., M � NOTES: I. ALL LINTEL5 W/ 5PAN5 GREATER THAN 14'-O" 5HALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. THIS ASREQ. MB -3/ MB -3A M3-4/ MB -4A TTES 9EE IEEE N, M137%LINTELS LINTELS DESIGNATED WITH AN MB -56146. 5HALL BE C015TRUCTED THE SAME AS MD -3/4 EXCEPT THE VWTH SHALL BE MODIFIED FROM P-4' TO P-2' BY FIELD CUTTTN6 THE TOP OF THE PRECAST LINTEL D" 2'. ALL OTHER SPECIFICATIONS SMALL REMAIN THE SAME. BOND BEAM REINF SHALL RIN CONT THRU TOP LINTEL COURSE. MASONRY LINTEL VITAI L5 %It�1,1i<d'a�, REINFORCEMENT MARK DE516HATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 &F&-OB/OT ----- ----- MB-2 81`8-I13/0T ----- (I) #5 MB -3 81`16-I13/IT (1) #5 (1) #5 MB -4 8EI6-28/IT (I) #5 (2) #5 #3 TICAL TIES 0 4"o.c. W/ 180 DEGREE HOOK T$B APPROVED LINTEL MANUFACTURERS ARE: GA5T-CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTEL5 W/ 5PAN5 GREATER THAN 14'-O" 5HALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT OUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, f y=6o ksi 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. TERMITE PROTECTION - 5ENTRIGON (AS GHO5EN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH THE FBG 8318 AND ALL RELATED SUBCATEGORIES. 2. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM WALL TH16KNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB U51N6A NON-GORRO51VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDES SHALL BE APPLIED INSIDE THE SLEEVE. 3. CONDENSATE LINE, IRRIGATION/5PRINKLER SYSTEM R15EP,5 FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT LEAST I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOGK5. GUTTERS WITH DOWN5PUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENERA. STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING GORE. • FOOTING DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. THESE FOUNDATION DESIGNS ARE ALSO ADEQUATE FOR ALLOWABLE SOIL BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F SOIL IS PRESENT, THESE FOUNDATION DESIGNS ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT IN CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORROSION -RESISTANCE COMPATIBILITY OF HARDWARE il FASTENERS IN GONTAGT W PRE5ERVATIVE-TREATED WOOD. GONTAGT LUMBER 4 HARDWARE 5UPPLIER5 To GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TRENGTH5 IN 28 DAY5, U.N.O. f'c = 2,500 psi:....... FOOTINGS 2,500 psi:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy 60,000 psi ...... REBAR • ALL GONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12 BELOW FIN15H GRADE. • FOOTIN65 AND 5LA65 ON GRADE SHALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDOE5, AND OTHER LOGATION5 WHERE SLAB GRACK5 ARE LIKELY TO DEVELOP. (20'4" 0.6) • MINIMUM LAP 5PLIGES ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT SHALL BE ASTM G416 F'c=3000 P51 W MAX 3/8 AGGREGATE • CONCRETE MASONRY UNITS SHALL BE ASTM Gq0 WITH A MINIMUM GORE551VE 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 GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF HALL • PROVIDE (1) #5 BAR GROUTED SOLID 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 V-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN BUILDERS TO VERIFY. seal 1/15/2018 i.L. T s S 2*01 RIGHT HAND %It�1,1i<d'a�, �� �.• E fpm P"• 24 WM S Y OR \ ®Ile; ®Oi�.� li © copyright: MULHERN & KULP Structural Engineering, Inc, E m c a �E Q Zt0 • � :3 In� r M W` �m N _J a o � :2 L N N N L N CL vr IV W project number. 181-17006 project m9r. S D I drawn by: MJS 6sue date: 05-02- 17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK Cz' LU 0 i.L. T s S 2*01 RIGHT HAND d l N ii O "t C 1-0 seal: 1/15/2015 E IV 0 m a " 6AT - © copyright: MULHERN & KULP Structural Engineering, Inc, C .J °) �C + °' E co zLo N r W J C CR. N O L 5N !. � N Q IV Ir M&K project number: 181-17006 project mgr: SDI drawn by: Mis Issue date: 05-02-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK LU z vl Z ROOF FRAM I NG FLAN 22x54 SCALE: 1/4"=1'-O" ELL\/. 5 $ U 11x11SCALE: 1/5"=1'-O" RIGHT HAND S4.0 seal: 1/15/2018 G. 6" CMU BLOCK .° ° 0 _4 8" CMU $LOCK p p R4.1 FI -FOIL OR I #5 FROM F G: D INTERIOR U T T Yi" 6Yp. BD. EA. 51 DE L EQUAL OVER 3/a BOND BEAM. SPLICE x OF 2x'5 0 16" O.G. .^ YZ GYP. BD. EA. SIDE OF 2x4 5 0 16 O.G. � C'� 4) #5 FROM FTG. To FURR STRIPS TD BE MIN. 30 STUD PLATE TIES FASTEN W/Ya"x5" LONG TAPGONS �`�® : R I BOND BEAM. SPLICE .w 6ROUT CELL SOLID :}i / /� C 4b� , . ° ° ° � TO BE MIN. 30" 3Y2" GONG. SLAB w/ STUD TO �E BOT. (I FASTEN W/Y4"x5" LONG TAPGONS G>�R>GE 2 �" 21-611 O.G. AND 1255 NO F DOM �e®���1v ���`'� GROUT CELL 50LID z NOTED N PLAN) „ „ I/ END of WALL NNLE TE o a WWF OR FIBERM SH w — 0 2 -e O.C. AND 12 MAX FROM n OTHERW15E ON PLANS) cV R 6 MIL =. END OF WALL NNLES5 NOTED �1 11/2 © copyright: MULHERN & KULP REINF OVER — Structural Engineering, Inc. VAPOR BARRIER MATCH CMU LEDGE :j } d PT. WT. PLT. OTHERN15E ON PLAN5) � STUD PLATE TIES 0 STUD 4: PER I/5DI.o x } PT BOT. PLT. I TOP 11 BOT. (IF NOTED ON n e.: d.' LJI PLANS) Z°• 4 ° a• T�I'f1+�wY— "L •° 4 e e ° .e. , .e A �° .°., e: 4d e,° -I I I_I I -I I -I - - - - - d ° .. ° - - - -• • ° ' , . _ _ _ e GRADE _ II=III=III=III=III. _ GRADE _ _ _ - ° - - - - - d I -I I-III-III-� I I I"fTl-IT- e. e a 4 e J. •e° ,4 °° 9. a `• 4' —III II_ _ = p...• e a .a I A. • '. e'e .:.e: •• � ` I=1 I I I -I I I -I I I I I III -III I-_ _ d = U -I I -I I=1 I I < ° I=III=III=III-- _ III-III=III=I I . ' I -III -III -III I - o _I I I_I I I=1 I I I I I=1 11=1 I I I I o z 1=III=1 11=1 I I I I I_I I I -III -1 I-IT_I-I _,, ° •;• a' � Q _ _ - - -I_ _ _ - - '-1 I e '�, III III III I III III III III I I . �� I I III III, 1_ I_ 11=ISI=1�1 LSI=ISL 1 �I�=ISI=ISI I�I=I�I ; III• ,I�ITI�III 1�1=1�1 Iii �I�II I II;,II m - I I- _ LI ISIT =1�I=�I--�I ISI ISIISI ISI SIu u l2)#5HORIZ. CONT. ON CHAIRS n�.=111 �II CONT. ON5 HAIIRS 10 10 ZG A -I I I—I MONOLITHIC CLEAN I I -III- I . Go CLEAN MONOLITHIC (3 MIN VfRI COMPACTED FILL �_ FOUNDATION W/ COMPACTED FILL �_ a 0" MIN. GOVEW �/ v O I 0 FOUNDATION W/ WHERE 2ND STORY LL o 15% STANDARD (2) #5 HORIZ. 15% STANDARD (2) #5 HORIZ. OCCURS FT6. SHALL BE A � DENSITY MIN, CONT. ON CHAIRS DENSITY MIN. CONT. ON CHAIRS I' -Y" WIDE W/ (3) #5 BARS W to A (31, MIN. COVER) WHERE 210 STORY WHERE 2ND STORY Of MIN. COVER) T OCCURS FTG. SHALL BE OCCURS FT6. SHALL BE UPLIFT CONNECTORS SUCH AS 5TUD PLATE TIE5, HURRICANE CLIPS, ETC. ARE NOT UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT 2 �W � 1'-4" WIDE W/ (2) #5 BARS 1'-4" WIDE W/ (2) #5 BARS REQUIRED ON WALL5 NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES kEFER TO PLANS). PROVIDE 4- g ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS ANCHORS AT BEARING WALLS PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS a� w �OOTLNG SECTION�11/BLOCK T>41L 2 G�R>�G1 CURB 1 TAIL 3 INT. DEARING HALL FOOTING DETAIL Gk1 �SIT 1=00TING 81>�RING D1T,41L � N a sc, : tJTS SCALL"= WT'$ Was tars sc al e: we MM project number. 181-17006 8" CMU BLOCK FILLED CELLS rss:'s`#=:: BEYOND 9 SDI :::�::<i: project m r: (SEE PLAN) R4.1 FI -FOIL OR :> EQUAL OVER 3/4.. drawn b OARAGE EXTERIOR DOOR,y FURR STRIPS � M.JS ......;.... issue date; 05-02-17 3 Y2" GONG: SLAB w/ T01- Y I L.� MTL. THRESHOLD NON -LOAD BRO. WALL WWF OR FI$ERMESH ®GORNER i2EINF. OVER 6 MIL SET IN SEALANT REVISIONS. PORCH 5LA13 VAPOR BARRIER date: initial: (5EE PLANS) k I III 4A .d 09-25-17 MK 6ARACG INTERIOR 6ARA6E WALL 11-09-17 MK 3 Y2" GONG. SLAB I— a III -III -III -1 I hI � I - 5 .1111 -III -III -III ' . .°.�. ��� ' III=III=III=III- ' 12-11-17 MK 3Y2 GONG. LAB I I I I 15111 I I' 11=III=1 I i=1 I- > m4 :El I E1 I I=I 15 e. III -1 I I -11i I- I -I I I=I I I -I I� •�° � d.� -I I=1 � I -i LI GRADE °! a LEAN COM cTED' I I I I I I I ITI I_ I I II I- . • ° G PA FILL 0 9516 STANDARD I _ -_ _ _ _ _ - - .. � _III -1 I I- i . a • • ; � d ... � ' . - .. - = I DENSITY AND TERMITE .III- I _= I 1=1 I ( I I I- �= =III-- =1 I I MONOLITHIC _ _ TREATED I I I I i l I I—III I i l III-III=1 I I=1 III -1 I I I ITI I I=1 I-1 I i _ I I=1 I=1 I I-1 1�f 111 _I FouNDAr1oN w/ _ I „ „ I_I i I-III-III=1 I I -III- I I f_ „ „ I I-111=III-III-11 I-11 � �a THICKENED =1 - - __ = (2) #5 +�oRlz. _ 20"x6" THICKENED :III=1 I I=1 I I=1 11=1 I I=1 I I -III; 5LAB W/ (U #5 CONT. I I"I 111 I I � 1111 I II I I_ III- ' I' -O" CONT. ON CHAIRS f' EDGE W/ (2) #5 CONT. i II III=1 I I=I I 1=1I1=I I I -I I I_' „ (i) #5 CONT. W/I—III=ITI=1 MIN. l3 MIN. COVER)0 Fit 3" MIN. COVER WHERE 2ND STORY OCCURS FT6. SHALL BE 1'-4" WIDE W/ (2) #5 BARS W � )175ET FOOTIG NNONBE,�RI NG VET I L TH IGKENED EDGE ® 6ARA6E DOOR DETAIL 0111� KENID EOG1 PITAIL ENTRY DOOR DETAIL � 6 SGALC= t�rrs SLOPE ER MFO, SPECS 8 PROVIDE 30" ' 1 �� CMU BLOCK MIN. LAP SPLICE 4. # 3 Y2" coNc. SLAB W 3/a RECESS 0 SLIDING '° •' 8" CM BLOCK d (IJ 5 VERT. IN R4.1 FI -FOIL OR 9 + WWF OR FIBERMESH 6LP55 DR. d • GROUTED CELL, FULL EQUAL OVER !/�." 8 CMU BLOCK REINF. OVER b MIL HT. (SEE PLANS FOR VAPOR BARRIER (1) #5 FROM FURR STRIPS ° FT6. TO LOCATIONS) BOND BEAM. SPLICE SILL FORMED ON SITE I #5 FROM FTG. TOFI-FOIL° Y .e : ° ' 4 ° ' .d TO BE MIN. 30" 3 Y2° GONG. SLAB W/ O R4.1 012 ;.,. WWF J ... e' ° BOND BEAM. SPLICE ''� EQUAL OVER 3/a" 6t�0UT CELL SOLID `:� .� 1�EINF. OVER MIL. W EXP JOINT TO BE MIN. 25" :FURR STRIPS ° ° I I I I- PORCH SLAB (V VAPOR BARMIER GROUT DELL SOLID I I- (SEE PLAN) — �: •.; 3Y2" GONG. SLAB rt/ i T T r WWF OR FIBERME5H - , REINF. OVER 6 MIL. a� X z d .. 0 w. — d_. BREAK FAGS � . �. tr1 VAPOR BARRIER cV d . �=III=III=III=III I�•--1 V SLOPE � ,- :: SHELL TO ALLOW SILL FORMED ON 51TE 3Y2�� GONG. SLAB d FOR 5LAB I=e — ° .. eq = — — �, 3 Y2 o%.P5.1W/ 6x6 - I -_ -III-III-III-� I I_- W _ _ n 1=1 I _I I -III-III-III-I LU l0/l0IS) W.W.M. APUD 6 MIL. ° °— _ _ I VAPOR BARRIER °�: �. . � �.,.,_ d- .EXP JOINT —111 d •°_�.< .':. III=I I =I I ITI L..1 =1 I I m GRADE°:° —I 1 I I-1 I I a� IIS it 0 =1 I I-1 I I III -1 I I-1 I I=1 I II III -1 11=1 11=1 I I_ c�RADE 111=1IiIII- ROUT SOLID z I=III ITI I I=1 i —I 11=I I -III BELOW SLAB DOWN -1=1 I I=IIII I LSI =III=I I I=� I I i 1= TO FOOTING = MONOLITHIC Ld 4 _-III III III -II_ a .. •' e ' : :. • 1=III —_— �' �� — =III_ GLEAN �—I I 1=� — I ' ' ' FOUNDATION W/ _ — e °• — ° • 4 : Q ' I -III -III ' 4. d ..' I -III- I. , , ' . COMPACTED FILL ( I (2) #5 HORIZ. 5 c8 I El A : III— =1 5 (I) #5 DOWI✓L W/ 6�" °. d: 12"Ab" CONT. CONT. 0 45� STANDARD 1�_0�� CONT. ON CHAIRS L_t EXP JOINT �' 'a d R MFG — — I III = A/C CHASE PVG HOOK (SEE PLANS • . :: FTG. W/ (2) #5 HoRIZ. DENSITY MIN 13" MIN COVER) O SLEEVE TO BEQ ' =111,=III=III III -1 I I TWICE THE FOR LOCATIOW ° CONT. ON CHAIRS (3" d ° DIAMETER OF MIN. COVER) WHERE2ND STORY Z z PROTECTED PIPE OCCURS FTG. SHALL BE 1'-4" WIDE W/ (2) #5 BARS 0 LLT Ix 1..x..1 � 0 XT RIOR OIT5INING 15GD I=OURED 51LL5 DETAIL 10 GH>�5� DETAIL @=M FFE'DGRAI DETAIL �XT�RIOR HALLQ fi20RCH 51,6,1 DETAILO SGAL� t+rs SG=M 8 Mr8 SGAL�= td 1'8 sheets SD I so N II 0 OVERFRAMIN6 ROOF SHEATHING seal, 1/15/2015 (4)23/8'X0.113" R.S. TOE NAILS 2x8xl2" P.T. CL OF OPENING % G. fzttivc ALL LAPS IN MASONRY 25" CENTER 13UGK NOTES:. (1) #5 IN 23/8'x0.113" R.S. NAILS® 6" O.G. FASTEN 2x P.T. WALL PLATE/ END P.T. STUD TO GMU WALL w/Y4' x 4" LONG I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOH, n VALLEY 5ET OVERFRAMIN6 TRUSS (ED(5E NAIL) TAPGON 5GREW5 @ 16" O.G. @ INT. • 2x INTERIOR WALL RUNNING BAR AND 16" O.G. MAX. TAPGON5 TO BE 1142' MIN. FROM EDGE OF BUCK. 23/a'XO.I13" R.5. NAIL5 @ 6" O.G. 5HEARWALL END - 5EE PLAN RECESSED FASTEN EACH MAIN ROOF SHEATHING PRECAST 5TRUGTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHER5 IN THIS OVERFRAMED TRU55 HEADER CASE. fli"1 } END TO TRU55 BELOW............... 3. ADDITIONAL 2X WOOD 13UGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X ©copyright : MULHERN & KULP Structural Engineering, Inc. . BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAILS 5TA66ERED @ 12" O.G. @ --------------- • Y2"DIA. J -BOLT* WITH (I) 5IMP5ON MT512 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING a c (5EE BELOW) IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FASTENING) ARE MET. J (1) #5 BAR IN PREGA5T LINTEL 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) CLIP' ROW5 OF 2 Y2"x0.131" NAILS @ 16' D.G. FASTEN WINDOW 70 2X PER WINDOW &77� nQ. � BUCK SPECIFIED MANUFACTURER'S SPECS. m + BY WINDOW/DOOR co MANUFACTURER m LO_ (2) #5'S VERTICAL IN GROUT FILLED' #5 CORNER BAR • � y w 2X8 P.T. BUCK EACH iY MAIN ROOF TRU555 CELL. IN WALL5 GREATER THAN 30" #5 c GROUTED CELL TYP I CAL OVERFRAM I NG } SHEARAALL INTERSECTION TYP. CORNER VERT. HALL COECT)ON DETIL���GTIO�NDETA�IL... WIDE, ONLY (1) 15 REQUIRED G RSCAELN: IP=ORG I NG DETAIL @m!s��S C LI' TITEN HD OR APPROVED EQUAL IN NOTE: ALL HOOKS "AND 5PLIGE5 TO BE GON5TRUGTED AND 51ZED PER NOTES PLACE OF J -BOLT IF M155ED DURING CON5TRUGTION GA�R>4GE DOOR DOUBLE Y41 NDC VERT. RE I NPORG I NG DETA I L GE DOOR BUCK DET I L Q_LA NRY FIEF : NT5 REFER TO CONNECTION REFER TO CONNECTION 5PEGIFIGATION5 CHART ON 50.0 5PEGIFIGATION5 CHART ON 50.0 FOR J0I5T / RIM BOARD I-JO1575 FOR J015T / RIM BOARD CONNECTION TO TOP PLATE (5EE PLAN CONNECTION TO TOP PLATE -J015T5 (5EE PLAN Pi r_1 BLOGKIN6 IF REQ'D. RIM BOARD OR BLKG I -JOISTS BY J015T MANUF. PER J015T MNF. (SEE PLAN REFER TO DETAIL 3/5DI.0 OR INTERIOR BR6. REFER TO DETAIL 3/5DI.0 OR INTERIOR BRC. 4/5DI.0 FOR 50LE PLATE WALL (SEE PLAN 4/5DI.0 FOR 50LE PLATE WALL (5EE PLAN CONNECTION TO CONCRETE' ' CONNECTION TO CONCRETE 41 TYP I G>�L�11ERIOR �E>�R I NG�It�LL DET>�IL TYp I G>�L INTERIOR BE>4RI NG W>�LL DET>� I L■I' 1CtA..AR Mt,4MIN6 X SGALC� 8/4"=I'-0" 1 I seal, 1/15/2015 2x8xl2" P.T. CL OF OPENING % G. fzttivc QB E �,� CENTER 13UGK NOTES:. (1) #5 IN N o _— I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOH, n BOND BEAM • AND 16" O.G. MAX. TAPGON5 TO BE 1142' MIN. FROM EDGE OF BUCK. E RECESSED 2. BUCKS LESS THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. PRECAST 5TRUGTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHER5 IN THIS ej®t�l1�Q� ,% ®1a8®®1 HEADER CASE. fli"1 3. ADDITIONAL 2X WOOD 13UGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X ©copyright : MULHERN & KULP Structural Engineering, Inc. BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAILS 5TA66ERED @ 12" O.G. @ --------------- • Y2"DIA. J -BOLT* 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING a c (5EE BELOW) IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FASTENING) ARE MET. J (1) #5 BAR IN PREGA5T LINTEL 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) 2X4 P.T. TOP BUGK ROW5 OF 2 Y2"x0.131" NAILS @ 16' D.G. FASTEN WINDOW 70 2X PER WINDOW nQ. � BUCK SPECIFIED MANUFACTURER'S SPECS. m + BY WINDOW/DOOR co MANUFACTURER m LO_ (2) #5'S VERTICAL IN GROUT FILLED' NZ LL. v • � y w 2X8 P.T. BUCK EACH iY CO) � CELL. IN WALL5 GREATER THAN 30" #5 c SIDE OF OPENING } W W N N Q WIDE, ONLY (1) 15 REQUIRED U PROVIDE (5) Y2" DIA. J -BOLT'S W/ 5Y;211 (I) #5 VERTICAL IN GROUT FILLED CELL • EMBEDMENT AT EACH DOOR BRACKET, (IF REQ'D PER PLAN) 4�' EACH 51PE OF DOOR. PROVIDE (1) Y2' x 31f6 tv THICK WASHER W/ EACH ANCHOR (15T BOLT ENTIRE COLUMN TO TO BE 8" MAX ABV. CURB REST EQUALLY BE GROUT FILLED 5PAGED APPROXIMATELY 24" O.G) 0''-0 PROVIDE # OF DOWELS @ 5LAB TO FIN. FL. MATCH VERT. BAR5 w/ 30" MIN LAP 5PLICE * PROVIDE YY DIA. x (b YY LONG 51MP50N TITEN HD OR APPROVED EQUAL IN NOTE: ALL HOOKS "AND 5PLIGE5 TO BE GON5TRUGTED AND 51ZED PER NOTES PLACE OF J -BOLT IF M155ED DURING CON5TRUGTION GA�R>4GE DOOR DOUBLE Y41 NDC VERT. RE I NPORG I NG DETA I L GE DOOR BUCK DET I L Q_LA NRY FIEF : NT5 REFER TO CONNECTION REFER TO CONNECTION 5PEGIFIGATION5 CHART ON 50.0 5PEGIFIGATION5 CHART ON 50.0 FOR J0I5T / RIM BOARD I-JO1575 FOR J015T / RIM BOARD CONNECTION TO TOP PLATE (5EE PLAN CONNECTION TO TOP PLATE -J015T5 (5EE PLAN Pi r_1 BLOGKIN6 IF REQ'D. RIM BOARD OR BLKG I -JOISTS BY J015T MANUF. PER J015T MNF. (SEE PLAN REFER TO DETAIL 3/5DI.0 OR INTERIOR BR6. REFER TO DETAIL 3/5DI.0 OR INTERIOR BRC. 4/5DI.0 FOR 50LE PLATE WALL (SEE PLAN 4/5DI.0 FOR 50LE PLATE WALL (5EE PLAN CONNECTION TO CONCRETE' ' CONNECTION TO CONCRETE 41 TYP I G>�L�11ERIOR �E>�R I NG�It�LL DET>�IL TYp I G>�L INTERIOR BE>4RI NG W>�LL DET>� I L■I' 1CtA..AR Mt,4MIN6 X SGALC� 8/4"=I'-0" 1 I NOTES: IV I. UTILIZE 2 -PART EPDXY DR OTHER ENGINEER APPROVED EQUAL (If, 5EE TYP. FOUNDATION 51WSON ET EPDXY). DETAILS FOR ADDITIONAL 2. PROVIDE %" DIA. HOLE FOR PoNEL, INFORMATION NOT 5HOWN BLON OR BRUSH CLEAN. HERE MW project number: 5EE DETAIL 56 ON 3. FOLLOW MANUF. INSTALLATION 5TRUGTURAL PLANS FOR INSTRUCTIONS. 181-17006 ADDITIONAL CONNECTION RJTURE 5,, n INFO NOT SHOWN HERE GMU BLOCKro r. #5 VERT. BAR To BE project m9 j SDI DRILL 6" INTO EXI5T16 NoCATED 6ROUTED PLAN drawn by: ]Uj�1S PER FASTEN EA. ROOF TRU55 TO GMU SLAB, EPDXY 4 DRIVE W 5IMP50N HTSM16 TW15T STRAP. #5 DOWEL, PROVIDE I I issue date: 002..1 '7 FA5TEN STRAP TO GMU w/ (4) Y4" MIN. 30 LAP SPLICE DIA. x 2 Y4° LONG TITEN 5GREW5 I I I ;z REVISIONS: PROVIDE M015TURE BARRIER JI I I date: initial: PLATE (51MP50N T55 OR 51M) @ 09-25-17 MK EACH TRU55. 1=1 11=1 11=1 11=1 11-09-17 MK PROVIDE 2x FLAT BLOGKING FIT GRADE _° b I—I I—III—I I—III' TIGHT TO ROOF TRU55E5 ® EVERY ;I I=I I=III=III 4 12-11-17 MK OTHER BAY FA5TENED TO GMU w/ (5)TAPGON5. °� - -III—III I I III < .. I—II- Y4" DIA. x 3Y2' LONG —III—III—III III —III—III- � '—I I 1=1 I 1=1 I I FA5TEN BLOGKIN6 TO ROOF TRU55E5 =1�I=ISI e ISI —III- w/ (2) 3 Y4x0.131 NAILS @ EA. END. I j I I=I I F , , ,�, ;, i 11: SIL �, RETR01=1T DET,IL 5 M155E17 DOYVEL RETROFIT DETAIL 9CALt= 3/4"■P-0" 9GALC: NT5 SIM. @CMJ SiCM I OR DRONI'SD 81tADt I — LU 2 0 T act �M w W > J 0 W LL UJ Q 0 n Q x V-4 17- V (NJ LLJ z V-14 2 0 Q Z z LETTERED DETAILS ARE TYP I GAL 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 5PEG I E I GALLY I Nle I GATED sneet: DETAILS ARE NOT 11GUT" ON THE PLANS. ("GUT") ON THE PLANS. ■ ■ SD2*0 seal, 1/15/2015 % G. fzttivc QB E �,� NOTES:. N o BOND -BEAM I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOH, n FASTEN BUGK TO MA50NRY W/ (1) ROW OF %"x4" TAPGON5 6' FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE 1142' MIN. FROM EDGE OF BUCK. E RECESSED 2. BUCKS LESS THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. PRECAST 5TRUGTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHER5 IN THIS ej®t�l1�Q� ,% ®1a8®®1 HEADER CASE. fli"1 3. ADDITIONAL 2X WOOD 13UGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X ©copyright : MULHERN & KULP Structural Engineering, Inc. BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAILS 5TA66ERED @ 12" O.G. @ EA. 5U6GE551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING a c IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FASTENING) ARE MET. J 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2 Y2"x0.131" NAILS @ 16' D.G. FASTEN WINDOW 70 2X PER WINDOW nQ. � BUCK SPECIFIED MANUFACTURER'S SPECS. m + BY WINDOW/DOOR co MANUFACTURER m LO_ NZ LL. v � y w DOOR BUCK DETAIL CO) � c W W N N Q NOTES: IV I. UTILIZE 2 -PART EPDXY DR OTHER ENGINEER APPROVED EQUAL (If, 5EE TYP. FOUNDATION 51WSON ET EPDXY). DETAILS FOR ADDITIONAL 2. PROVIDE %" DIA. HOLE FOR PoNEL, INFORMATION NOT 5HOWN BLON OR BRUSH CLEAN. HERE MW project number: 5EE DETAIL 56 ON 3. FOLLOW MANUF. INSTALLATION 5TRUGTURAL PLANS FOR INSTRUCTIONS. 181-17006 ADDITIONAL CONNECTION RJTURE 5,, n INFO NOT SHOWN HERE GMU BLOCKro r. #5 VERT. BAR To BE project m9 j SDI DRILL 6" INTO EXI5T16 NoCATED 6ROUTED PLAN drawn by: ]Uj�1S PER FASTEN EA. ROOF TRU55 TO GMU SLAB, EPDXY 4 DRIVE W 5IMP50N HTSM16 TW15T STRAP. #5 DOWEL, PROVIDE I I issue date: 002..1 '7 FA5TEN STRAP TO GMU w/ (4) Y4" MIN. 30 LAP SPLICE DIA. x 2 Y4° LONG TITEN 5GREW5 I I I ;z REVISIONS: PROVIDE M015TURE BARRIER JI I I date: initial: PLATE (51MP50N T55 OR 51M) @ 09-25-17 MK EACH TRU55. 1=1 11=1 11=1 11=1 11-09-17 MK PROVIDE 2x FLAT BLOGKING FIT GRADE _° b I—I I—III—I I—III' TIGHT TO ROOF TRU55E5 ® EVERY ;I I=I I=III=III 4 12-11-17 MK OTHER BAY FA5TENED TO GMU w/ (5)TAPGON5. °� - -III—III I I III < .. I—II- Y4" DIA. x 3Y2' LONG —III—III—III III —III—III- � '—I I 1=1 I 1=1 I I FA5TEN BLOGKIN6 TO ROOF TRU55E5 =1�I=ISI e ISI —III- w/ (2) 3 Y4x0.131 NAILS @ EA. END. I j I I=I I F , , ,�, ;, i 11: SIL �, RETR01=1T DET,IL 5 M155E17 DOYVEL RETROFIT DETAIL 9CALt= 3/4"■P-0" 9GALC: NT5 SIM. @CMJ SiCM I OR DRONI'SD 81tADt I — LU 2 0 T act �M w W > J 0 W LL UJ Q 0 n Q x V-4 17- V (NJ LLJ z V-14 2 0 Q Z z LETTERED DETAILS ARE TYP I GAL 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 5PEG I E I GALLY I Nle I GATED sneet: DETAILS ARE NOT 11GUT" ON THE PLANS. ("GUT") ON THE PLANS. ■ ■ SD2*0 2x EXTERIOR HALL - EATHING L . LE:!u: * PROVIDE 50LID SHIM 13ETW'N J015T 4 CONNECTOR IF J015T LOCATED LE55 THAN I Yz" FROM CONNECTOR. WHERE J015T 15 GREATER THAN I YY FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. SEE PLAN FOR 5H EXTERIOR WALL 5HT'6. TO 2x EXTERIOR WALL AND CONNECTION 5PEG5. FASTEN SOLE PLATE TO RIM FA5TEN FLOOR SHEATHING TO RUN CONTINUOUS FULL HEIGHT BOARD w/ 3"x0.131" NAILS @ 6" O.G. "x0.131" NAILS ® 6"O.G. SEE PLAN FOR SHEATHING BLOCKING w/ 2 Yz AND CONNECTION 5PEG5. EXTERIOR WALL 5HT(5. TO I Ya" 05B BLOGKING EVERY OTHER OF WALL FROM BOTTOM OF l Y8" FULL DEPTH 05B BLOGKING @ I-JOI5T5 BAY OVER 5HEAR WALL. FASTEN TO RUN GONTINUOU5 FULL HEIGHT. RIM TO DOUBLE TDP PLATE 48"o.c. ALONG WALL (I5T BAY ONLY) - PER PLAN GMU BOND BEAM w/ 51MP50N HETAI6 OF WALL FROM BOTTOM OF II 11 �I FASTEN 50LE PLATE TO RIM w/ EMBEDDED STRAP ® EA. PANEL 2Yz x0.131 ® 3 O.G. INTO " " " O.G. 4 5HEATHING RIM TO DOUBLE TOP PLATE FA5TEN 5HEATHIN6 TO EA. BLOCK w/ (5) 3 x0.131 NAIL5 ® 6 50LE PLATE TO RIM w/ 2 z x0.131"' NAIL5 ® 6" O.G. 2 Yz"x0.131" @ 3" O.G. INTO 50LE #8 SCREWS OR (5)2 Yz"x0.131" NAIL5. PLATE Ye" (MIN.) 055 RIM BOARD I-J015T5 I Ya" (MIN.) 055 RIM BOARD. FASTEN TO EA. I -JOIST ® TOP 4 I -JOISTS BOTTOM CHORD w/ (2) 3 Y4'x0.131" " -PER PLAN FA5TEN RIM TO EA, BLK6 X -PER PLAN NAILS PANEL w/ (3)3 Y4"x0.131" NAIL5 MIN. 2 Yz "x0.131" ® 3" O.G. INTO RIM BOARD 2 Yz"x0.131" ®3" O.G. INTO RIM S" GMU BOND BEAM M TO GMU BOND BOARD (w WEB BLOGKIN(5 BOTHY OThr,:R �DE5) W/ (I) #5 CONT. FASTEN RI \__FASTEN EVERY 05B BLOCKING TO VERT WALL REIN. TO BEAM w/ 51MP50N HETAI6 FASTEN EVERY OTHER I-JO15T (w/ WEB FASTEN RIM TO GMU BOND BOND BEAM w/ (1) 51MP50N HETAI(b TO BOND BEAM w/ (1) 5IMP50N BLOGKING BOTH 51DE5) TO BOND BEAM BEAM w/ 51MP50N HETAI6 EXTEND INTO BOND SEAM EMBEDDED STRAP ®24„ O.G. ,� (48” O.G. MAX) * HETAI6 (48" O.G. MAX) W (1) 51MP50N HETAI6 (48 O.G. MAX) EMBEDDED STRAP ® 24„ O.G. VERT WALL REINF. TO 5” GMU BOND BEAM VERT WALL REINF. TO 5" GMU BOND BEAM 8" REINF. 5EGPLAN FOR VERT. EXTEND INTO BOND BEAM EXTEND INTO BOND BEAM W/ (U #5 CONT. W/ (U #5 CONT. 4 HORZ. REINF. 5PEG5 S" REINF. GMU WALL 8" REINF. GMU WALL -5EE PLAN FOR VERT. -5EE PLAN FOR VERT. $ HORZ. REINF. 5PEG5 4 HORL REINF. 5PEG5 S�GTION S�GTION SGT ION seal. 1/15/2015 00'%tillsleea,71 * PROVIDE 5OLiD SHIM BETW'N BLK'6 4��•` ��:.•'� E � • �" �� CONNECTOR IF BLK'G LOCATED LE55 THAN • 1 YY FROM CONNECTOR. • `� WHERE BLK'6 15 GREATER THAN I YY FROM w GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL R. T T F •° 4�,� FA5TEN FLOOR 5HEATHING FASTEN FLOOR 5HEATIII NG To BLOCKING w/ 2 Yz x0.131 NAIL5 @ 4 O.G. N c i „ TO RIM w/ 2 Y2 x0.131 SG�.E' S/4"=I'-0" O IV NAIL5 ® 4"O.G.�� 2x EXTERIOR HALL - EATHING L . LE:!u: * PROVIDE 50LID SHIM 13ETW'N J015T 4 CONNECTOR IF J015T LOCATED LE55 THAN I Yz" FROM CONNECTOR. WHERE J015T 15 GREATER THAN I YY FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. SEE PLAN FOR 5H EXTERIOR WALL 5HT'6. TO 2x EXTERIOR WALL AND CONNECTION 5PEG5. FASTEN SOLE PLATE TO RIM FA5TEN FLOOR SHEATHING TO RUN CONTINUOUS FULL HEIGHT BOARD w/ 3"x0.131" NAILS @ 6" O.G. "x0.131" NAILS ® 6"O.G. SEE PLAN FOR SHEATHING BLOCKING w/ 2 Yz AND CONNECTION 5PEG5. EXTERIOR WALL 5HT(5. TO I Ya" 05B BLOGKING EVERY OTHER OF WALL FROM BOTTOM OF l Y8" FULL DEPTH 05B BLOGKING @ I-JOI5T5 BAY OVER 5HEAR WALL. FASTEN TO RUN GONTINUOU5 FULL HEIGHT. RIM TO DOUBLE TDP PLATE 48"o.c. ALONG WALL (I5T BAY ONLY) - PER PLAN GMU BOND BEAM w/ 51MP50N HETAI6 OF WALL FROM BOTTOM OF II 11 �I FASTEN 50LE PLATE TO RIM w/ EMBEDDED STRAP ® EA. PANEL 2Yz x0.131 ® 3 O.G. INTO " " " O.G. 4 5HEATHING RIM TO DOUBLE TOP PLATE FA5TEN 5HEATHIN6 TO EA. BLOCK w/ (5) 3 x0.131 NAIL5 ® 6 50LE PLATE TO RIM w/ 2 z x0.131"' NAIL5 ® 6" O.G. 2 Yz"x0.131" @ 3" O.G. INTO 50LE #8 SCREWS OR (5)2 Yz"x0.131" NAIL5. PLATE Ye" (MIN.) 055 RIM BOARD I-J015T5 I Ya" (MIN.) 055 RIM BOARD. FASTEN TO EA. I -JOIST ® TOP 4 I -JOISTS BOTTOM CHORD w/ (2) 3 Y4'x0.131" " -PER PLAN FA5TEN RIM TO EA, BLK6 X -PER PLAN NAILS PANEL w/ (3)3 Y4"x0.131" NAIL5 MIN. 2 Yz "x0.131" ® 3" O.G. INTO RIM BOARD 2 Yz"x0.131" ®3" O.G. INTO RIM S" GMU BOND BEAM M TO GMU BOND BOARD (w WEB BLOGKIN(5 BOTHY OThr,:R �DE5) W/ (I) #5 CONT. FASTEN RI \__FASTEN EVERY 05B BLOCKING TO VERT WALL REIN. TO BEAM w/ 51MP50N HETAI6 FASTEN EVERY OTHER I-JO15T (w/ WEB FASTEN RIM TO GMU BOND BOND BEAM w/ (1) 51MP50N HETAI(b TO BOND BEAM w/ (1) 5IMP50N BLOGKING BOTH 51DE5) TO BOND BEAM BEAM w/ 51MP50N HETAI6 EXTEND INTO BOND SEAM EMBEDDED STRAP ®24„ O.G. ,� (48” O.G. MAX) * HETAI6 (48" O.G. MAX) W (1) 51MP50N HETAI6 (48 O.G. MAX) EMBEDDED STRAP ® 24„ O.G. VERT WALL REINF. TO 5” GMU BOND BEAM VERT WALL REINF. TO 5" GMU BOND BEAM 8" REINF. 5EGPLAN FOR VERT. EXTEND INTO BOND BEAM EXTEND INTO BOND BEAM W/ (U #5 CONT. W/ (U #5 CONT. 4 HORZ. REINF. 5PEG5 S" REINF. GMU WALL 8" REINF. GMU WALL -5EE PLAN FOR VERT. -5EE PLAN FOR VERT. $ HORZ. REINF. 5PEG5 4 HORL REINF. 5PEG5 S�GTION S�GTION SGT ION seal. 1/15/2015 00'%tillsleea,71 * PROVIDE 5OLiD SHIM BETW'N BLK'6 4��•` ��:.•'� E � • �" �� CONNECTOR IF BLK'G LOCATED LE55 THAN • 1 YY FROM CONNECTOR. • `� WHERE BLK'6 15 GREATER THAN I YY FROM w GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL R. T T F •° 4�,� FA5TEN FLOOR 5HEATHING FASTEN FLOOR 5HEATIII NG To BLOCKING w/ 2 Yz x0.131 NAIL5 @ 4 O.G. �e • o 0 �•. ®� �S'....... • • � „ TO RIM w/ 2 Y2 x0.131 SG�.E' S/4"=I'-0" 30 SGALle:' 3/4"�I'-0" IV NAIL5 ® 4"O.G.�� Ya FULL DEPTH OSB BLOGKIN(5 ® 48"o.c. ALONG © copyright: MULHERN & KULP WALL 05T BAY ONLY ON ONE 2x4 GATS ® 16"O.G. Structural Engineering, Inc. 51DE OF WALL) M&K project number. FASTENED TO GABLE END FASTEN 5HEATHIN6 TO 2x4 2x4 BLOCKING w/ 181-17006 TRU55 w/ (2)3"0.131" BLOCKING w/ 23/a°X0.113° (3)3Y4'xO.131" TOENAILS. PROVIDE (1) R.5. NAIL5 ® 4"O.G. m FASTEN FLOOR 5HEATHING 51MP50N H3 CLIP ® .� aQ. TO BLOCKING w/2Y2'X0.131" project mgr. SDI c w x x + E drawn by: MJS FASTEN EVERY 05B BLOGKIN6 TO c° a Z CONT. RIMBOARD ATOP BOND BEAM w/ (1) 51MP50N HETAI6 x g WALL. FA5TEN TO GMU (48"O.G. MAX) �' BOND BEAM w/ 51MP50N ix r HETAI6 EMBEDDED S GMU BOND BEAM issue date: 05-02-17 W +� 5TRAP @ 24"o.c. PER ARCH FOR I'-4" MAX W/ (1) #5 GONT. 3:-Cn W REINF. GMU WALL .21 J =8 EXTEND 3 " " FASCIA WITH 2/a X0.113 R.S. -VERT WALL REINF. To INTO BOND BEAM m I 1 -5EE PLAN " " (4) 3Y4 x0.131 yUi N N I) I -JOISTS N Q. S�GTION SHALL BE i � NAIL5 -5EE PLAN GABLE END VERTICAL WEB CONT. 24" MIN date: initial: REINFORGING A5 REGURIED ONTO ROOF 09-25-17 MK BY TRU55 MANUF. IYa" 055 RIM BOARD 11-09-17 MK OR I -JOIST •X -5EE PLAN 12-11-17 MK s.� WALL GON5TRUGTION 2x FASCIA PER STRUCTURAL PLAN (I) 51MP50N A35 -5EE ARCH 5EE UPLIFT CONNECTOR 3 Y4'x0.131" TOENAIL5 ® 12" CLIP ® 16" O.G. 2x SHEAR WALL SGHEDU E ON PLANS FOR L O.G. CONNECTING BOTTOM seal. 1/15/2015 00'%tillsleea,71 * PROVIDE 5OLiD SHIM BETW'N BLK'6 4��•` ��:.•'� E � • �" �� CONNECTOR IF BLK'G LOCATED LE55 THAN • 1 YY FROM CONNECTOR. • `� WHERE BLK'6 15 GREATER THAN I YY FROM w GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL R. T T F •° 4�,� FA5TEN FLOOR 5HEATHING FASTEN FLOOR 5HEATIII NG To BLOCKING w/ 2 Yz x0.131 NAIL5 @ 4 O.G. �e • o 0 �•. ®� �S'....... • • � „ TO RIM w/ 2 Y2 x0.131 SG�.E' S/4"=I'-0" 30 SGALle:' 3/4"�I'-0" IV NAIL5 ® 4"O.G.�� Ya FULL DEPTH OSB BLOGKIN(5 ® 48"o.c. ALONG © copyright: MULHERN & KULP WALL 05T BAY ONLY ON ONE 2x4 GATS ® 16"O.G. Structural Engineering, Inc. 51DE OF WALL) M&K project number. FASTENED TO GABLE END FASTEN 5HEATHIN6 TO 2x4 2x4 BLOCKING w/ 181-17006 TRU55 w/ (2)3"0.131" BLOCKING w/ 23/a°X0.113° (3)3Y4'xO.131" TOENAILS. PROVIDE (1) R.5. NAIL5 ® 4"O.G. m FASTEN FLOOR 5HEATHING 51MP50N H3 CLIP ® .� aQ. TO BLOCKING w/2Y2'X0.131" project mgr. SDI c w x x + E drawn by: MJS FASTEN EVERY 05B BLOGKIN6 TO c° a Z CONT. RIMBOARD ATOP BOND BEAM w/ (1) 51MP50N HETAI6 x g WALL. FA5TEN TO GMU (48"O.G. MAX) �' BOND BEAM w/ 51MP50N ix r HETAI6 EMBEDDED S GMU BOND BEAM issue date: 05-02-17 W +� 5TRAP @ 24"o.c. PER ARCH FOR I'-4" MAX W/ (1) #5 GONT. 3:-Cn W REINF. GMU WALL .21 J =8 EXTEND 3 " " FASCIA WITH 2/a X0.113 R.S. -VERT WALL REINF. To INTO BOND BEAM m I 1 -5EE PLAN " " (4) 3Y4 x0.131 yUi N N I) I -JOISTS N Q. S�GTION . TRUSSES -GUT TO FIT 2x4 TO 'T' w/ 3 Y4"x0.131" TI6HT BETWEEN TRU55 FASTEN BOTTOM OF 2x4 NAILS @ 12" O.G. BOTTOM GHOR05 BRAGE TO DBL. TOP /� I PLATE w/ (1) 51MP50N FA5TEN DRYWALL TO •} 17 T,� I L H2.5A 4 (2)34"W.131" n T,41 L BLOCKING w/5GREW5 15 SECTION 0 SGAL� 3/4"il.-0' TOENAIL5 SI SGALC� �/4"=�'-D" /NAIL5 ® (b" O.G. WALE, 8/4"=1'-0" V) O 0 LL W Q 0 w 0 Q Z LETTERED DETAILS ARE TYP I GAEL FOR NUMBERED DETAILS L5 ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REQU I RED ALL / PPL I GABLE AREA5 THESE WHERE 5PEG 1 E I DALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLAINS. ("GUT") ON THE PLANS. � a o sheet SD2ml SG�.E' S/4"=I'-0" 30 SGALle:' 3/4"�I'-0" IV ALS / 2x4 GATS ® 16"O.G. M&K project number. FASTENED TO GABLE END FASTEN 5HEATHIN6 TO 2x4 2x4 BLOCKING w/ 181-17006 TRU55 w/ (2)3"0.131" BLOCKING w/ 23/a°X0.113° (3)3Y4'xO.131" TOENAILS. PROVIDE (1) R.5. NAIL5 ® 4"O.G. TOENAIL5 EACH END FASTEN FLOOR 5HEATHING 51MP50N H3 CLIP ® TO BLOCKING w/2Y2'X0.131" project mgr. SDI OVERHANG5 > 12" x x NAIL5 ® 6"O.G. drawn by: MJS x issue date: 05-02-17 FASTEN ROOF 5HEATHING TO PER ARCH FOR I'-4" MAX 2'-0" MIN 3 " " FASCIA WITH 2/a X0.113 R.S. FIREPROOFING I 1 " " (4) 3Y4 x0.131 I) I -JOISTS REVISIONS: NAIL5 ®6" O.G. SHALL BE i � NAIL5 -5EE PLAN GABLE END VERTICAL WEB CONT. 24" MIN date: initial: REINFORGING A5 REGURIED ONTO ROOF 09-25-17 MK BY TRU55 MANUF. IYa" 055 RIM BOARD 11-09-17 MK OR I -JOIST •X -5EE PLAN 12-11-17 MK s.� WALL GON5TRUGTION 2x FASCIA PER STRUCTURAL PLAN (I) 51MP50N A35 -5EE ARCH 5EE UPLIFT CONNECTOR 3 Y4'x0.131" TOENAIL5 ® 12" CLIP ® 16" O.G. 2x SHEAR WALL SGHEDU E ON PLANS FOR L O.G. CONNECTING BOTTOM - 5EE PLAN FOR CONNECTOR 5PEGIFIGATION5 CHORD TO TOP PLATE y 1111�011111111' 5PEGIFIGATION5. FA5TEN ROOF TRU55 TO FASTEN BOTTOM CHORD OF DOUBLE TOP PLATE w/ GABLE END TRU55 TO TOPPROVIDE 2x4 BRACE w/2x4 2x4 BLOGKING 4S" O.G. IN FIR5T (3) (3) 5Y4"0.131" TOENAILS PLATE WITH 51MP50N A35 „ T BRAGE, 5PAGED ® ® BAY5 OF ROOF CLIPS ®32 O.G. - 4'-0" OG MAX FASTEN go rW . TRUSSES -GUT TO FIT 2x4 TO 'T' w/ 3 Y4"x0.131" TI6HT BETWEEN TRU55 FASTEN BOTTOM OF 2x4 NAILS @ 12" O.G. BOTTOM GHOR05 BRAGE TO DBL. TOP /� I PLATE w/ (1) 51MP50N FA5TEN DRYWALL TO •} 17 T,� I L H2.5A 4 (2)34"W.131" n T,41 L BLOCKING w/5GREW5 15 SECTION 0 SGAL� 3/4"il.-0' TOENAIL5 SI SGALC� �/4"=�'-D" /NAIL5 ® (b" O.G. WALE, 8/4"=1'-0" V) O 0 LL W Q 0 w 0 Q Z LETTERED DETAILS ARE TYP I GAEL FOR NUMBERED DETAILS L5 ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REQU I RED ALL / PPL I GABLE AREA5 THESE WHERE 5PEG 1 E I DALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLAINS. ("GUT") ON THE PLANS. � a o sheet SD2ml LETTERED DETAILS ARE TYP I GAEL FOR NUMBERED DETAILS L5 ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REQU I RED ALL / PPL I GABLE AREA5 THESE WHERE 5PEG 1 E I DALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLAINS. ("GUT") ON THE PLANS. � a o sheet SD2ml