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3935 Saltmarsh Lp 18-908 (a)INDEX GENERAL NOTES: Cs -1 COVER SHEET 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY FI.0.1.2 SLAB PLANT DISCREPANCIES SHALL BE REPORTED TO TO THE BUILDER FOR JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS FI.1.2 FLOOR PLANs'T' SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT 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. D-1 DETAILS 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE. 8. ALL FOUNDATION AND STRUCTURAL MEMBERS - SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -;6TH EDITION (2017) RESIDENTIAL & ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG RECOPT) COPY 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO REVIEWEDFOR CODE COMPLIANCE FLORIDA BUILDING CODE 6TH EDITION ( 2017 ) RESIDENTIAL AND -PIAIvsxAMlivE�.� ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF DATE NO. 26 GALVANIZED SHEET GAUGE CORROSION- SANFORD BIiILDIN®NISI N RESISTANT WEEP SCREED OR PLASTIC WEEP A PERMIT ISSUED SHALL BE CONSTRUED TO BE A SCREED WITH A MINIMUM VERTICAL ATTACHMENT LICENSE TO PROCEED WITH THE WORK AND NOT AS FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR AUTASIDE ANYIOFTHEPROVISONSOFTHETECTY TO VIOLATE, CANCEL, ALTEROHNCAc BELOW THE PLATE LINE ON EXTERIOR STUD WALLS CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER IN ACCORDANCE WITH ASTM C 926. THE WEEP REQUIRING A CORRECTION OF ERRORS IN PLANS, SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES CONSTRUCTION OR VIOLATIONS OF THIS CODE ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL COMPACTION TEST LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH REQUIRE SHALL COVER AND TERMINATE ON THE ATTACHMENT Restittstobe Verijied FLANGE OF THE WEEP SCREED, PERF.B.C.R. 6TH at Slab Inspection EDITION ( 2017) RESIDENTIAL WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVEVAPOR PERMEABLE BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. #1 x-908', REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N SQUARE FOOTAGE TABULATIONS x HEATED S.F. UNHEATED S.F. Frwrrw� SECOND FLOOR TOTAL GARAGE PORCH PATIO/COVERED PATIO TOTAL W T (n Uj N Z LU W do G. 652 953 n/ Z 'm MULHERN+KULP m 7 80 510 Z residential structural engineering; w 20 South Maple et Suite 1 mbler, PA 19002 ' e p215.6�46.8001 ulhemkulp. 1 DATE: ...FOR REVIEW' REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N SQUARE FOOTAGE TABULATIONS x HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/COVERED PATIO TOTAL W T O Uj N Z > W ELEVATION 'T' 652 953 1605 406 24 80 510 Z w REVISIONS: These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2015 Ashton Woods Homes LAST REVISION LAST SAVED BY: SHEET NO: CS=1 x J LO 0 W T O Uj N Z > W > Ja Uj � a Z w SHEET NO: CS=1 GENERAL FOUNDATION NOTES: -IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT THE SATURATION OF SOIL ADJACENT TO BUILDING. - 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. - SOILS TREATMENT: BORACARE TERMITE TO BE APPLIED TO FRAMING PER PRODUCT SPECIFICATIONS. (PROVIDE CHEMICAL TREATMENT FOR PROTECTION FROM TERMITE INFESTATION ACCORDING TO THE STANDARDS OF THE NC DEPT OF AGRICULTURE.) - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC, REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE... LINE o.SLAB ABOVE LINE o.FRAMED WALL ABOVE 8,-0„ 28'-0" 10'-0" 10'-0" PORCH SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS 20'-8" 7'-4" 28'-0" SLAB PLAN 'T' &�11/IfA4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT ti MULHERN+KULP� residential structural engineering10 a� T 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mu/hemku/p am rs°& ®�°1114 e SAL %� lhihan+IWpha airudhas na raieMed ary otlier p�armtlbn rdYeEed io otl�r dmdplNa, ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: x W� LO 0 (.0 OW �O g Z > a 00 Q J W N PATIO SLAB a bD 00 w REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS I.......�.....,J l......� {...::.......::L..::........:::::::::::.::::.......:......................._...................... ._8.. 21'-4" 00 MAIN SLAB T y7 NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES `c-Ij ARE DIMENSIONED TO CENTER LINE. boT i I II I, IIZo *Up,,i i u ,i u u ,t u '1, u I� , , ! 1'-10" 6'-21' „ It if „ it n it It 11 at L C0 BO M ! WH rn _ N N 3'-2" 16'-10" to GARAGE SLAB PER LOCAL N [REINFORCE ODE AND ENGINEER'S aPECIFICATIONS O N N r U? M O u7 CO b) 20'-0" 8'-0" Ll 2'-2" w 16'-4" 0- W F1 PORCH SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS 20'-8" 7'-4" 28'-0" SLAB PLAN 'T' &�11/IfA4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT ti MULHERN+KULP� residential structural engineering10 a� T 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mu/hemku/p am rs°& ®�°1114 e SAL %� lhihan+IWpha airudhas na raieMed ary otlier p�armtlbn rdYeEed io otl�r dmdplNa, 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 0.1.2 x LO 0 (.0 �O g Z > m Q J W N CL a z w SHEET NO: FL 0.1.2 FLOOR PLAN KEYNOTE LEGEND x 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 13/8" 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 28'-0" 1'-4" 3'-0" 3'-0' d o 16070 SECTIONAL 2'-4" 16'-0" 2'-4" 6'-4" 10" 2" 10" BOXED COLUMN 20'-8" 7'-4" 28'-0.. FIRST FLOOR PLAN ELEV'T'- 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: SHEET NO: FL 1.2 x J 0LO � F z r 0 a J Z 404 o LL a z i w SHEET NO: FL 1.2 EW MULHERN+KULP ®� residential structural engineering -0 AT, 20 South Maple Street, Suite 150 • Ambler, PA 19002 •,, p215.846.8001 • mulhemkulp.aom �'®�t�' .; ®R 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: o 12 12 N T 5� �5 O ROOF TRUSSES PER w Cl) J W STRUCTURAL ENGINEER CL a 2ND FLOOR PL. HT. _ z w 2ND FL. WDW. HT. — — — — — — \ LA. \ \ 8'-1" CLG. ;- / \ r O 00. w Q \ / 00 2ND FLOOR FIN. FLR. \ / N 1 ST FLOOR PL. HT. _ + 1 ST FL. WDW. HT.— r` �- F M �� � cc A K All r it 9'-4" CLG �+ a STORAGE 1 ST FLOOR FIN. FLR. — ;.............:.....; , ..................., I... . (..................: , ,..,_...._.....i ; ................... , ,.......:..........., ,......... :I I ,............... .............. �................... BUILDING SECTION 1 IT' T'1/4" 1/4"= 1'-0" AT 22"X34" LAYOUT - = 1'-0" AT 11 " X 17" LAYOUT EW MULHERN+KULP ®� residential structural engineering -0 AT, 20 South Maple Street, Suite 150 • Ambler, PA 19002 •,, p215.846.8001 • mulhemkulp.aom �'®�t�' .; ®R 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: o N T OZ O 444 w Cl) J W CL a z w 0 SHEET NO: FL 4.1 I; 12 5� 76" E16 FASCIA 2ND FLOOR PL. HT. — — — — 2ND FL. WDW. HT. ............... ........................ .. ...... . .................... . . .. ... E13 ........................ E17 16"X60" ..................... ................. .................. ................................................................................................................ ............................ 2ND FLOOR FIN. FLR. 1ST FLOOR PL. T. E16 FRIEZE 1ST FL. WDW. HT. — — 8" E19 SMOOTH ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE T HE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN POACH LIGHT 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE PER BUILDER WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE 4" FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL E19 SMOOTH Ell F7 NOTES: E22 0 Elm[ -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. 1ST FLOOR FIN. FLR. -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. FRONT ELEVATION 'T' -ROOFING: PITCHED SHINGLES PER BUILDER. 1 1/4" = V-0 AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT -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. 12 12 5� �5 VV N T FASC A E16 rh 2ND FLOOR PL. HT. 2ND FL. WDW. HT. — a �4 �n n� 44 MULHERN +KULP: residential structural engineering m m 20 South Maple Street, Suite 150 • Ambler, PA 19002 ,,CN , : R o V P215-846-8001 • mulhemkulpxom ®1*, ®. sd®� Mulbm+ ��� aiyrdh�s N Malmdr 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 7 1 LAST SAVED BY: x J LO ELEVATION KEYNOTE LEGEND o �Oo E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFMALL 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. 12 12 5� �5 VV N T FASC A E16 rh 2ND FLOOR PL. HT. 2ND FL. WDW. HT. — a �4 �n n� 44 MULHERN +KULP: residential structural engineering m m 20 South Maple Street, Suite 150 • Ambler, PA 19002 ,,CN , : R o V P215-846-8001 • mulhemkulpxom ®1*, ®. sd®� Mulbm+ ��� aiyrdh�s N Malmdr 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 7 1 LAST SAVED BY: x J LO o �Oo Z > �Q W ' '" aLLJ z w 0 SHEET N0: FL 5.2 LEFT ELEVATION'T' 2 1 /4" = V-0" TAT 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: ELEVATION KEYNOTE LEGEND 12 ................................................................................ ............. . E9 CORROSION RESISTANT HOOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFMALL INTERSECTIONS 12 LAP SIDING PER DEVELOPER W/ 5/44 CORNER TRIM BOARDS E15 5O E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED �5 MULHERN KULP a v E22 I STUCCO SMOOTH SAND FINISH U.N.O. c� > residential structural engineering W T am C) T z 20 South Maple Street, Suite 150 - Ambler, PA 19002 1. 0 w p 215.646.6001 - mulhemkulpxom ! Mulbm+ ■dlw ratadewcd�y 2ND FLOOR PL. HT. LEFT ELEVATION'T' 2 1 /4" = V-0" TAT 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: ELEVATION KEYNOTE LEGEND 12 ................................................................................ ............. . E9 CORROSION RESISTANT HOOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFMALL INTERSECTIONS 12 LAP SIDING PER DEVELOPER W/ 5/44 CORNER TRIM BOARDS E15 5O E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED �5 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 I STUCCO SMOOTH SAND FINISH U.N.O. c� > J W T am C) z .................................................. ................................... .................................................. ................... .. ............. ............................. w E16 FASCIA 2ND FLOOR PL. HT. 2NDT. FL._WDW. H ......... ......... — ........... ...................I................ ................................................................................................................................................................................_...................................................................................... — — — ——... . ................................................................................................................ .— — — — .........._.... ... .....I. ........................................................... .......... ....................................................................................................... .............................................................................................................................................................................................................................. _ .... rn 2ND FLOOR FIN. FLR. ....................................................._:............................................................................................................................................................................................................................................ ............................................................... :................................................. ......................................................................................... .............................. ..........:...... ..............................................::............:...................................... ................................-.....................................................:....................................................................................................................................................... I . _ ......... _. ____ E16 E 16 N f + 1 ST FLOOR PL. HT. _ — - \! T i T rl � � 0 1ST FL. WDW. 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E13 CO Ln D-1 Z _ .................................................... .................................. ..........:........................................................... ........................................................................................................................... .......................... .................... .............................. .............:...........................................I...................... ..................... 2ND FLOOR FIN. FLR.—_ � 417 5 .............. ........... ..............................................................................................................................................................................................................................................:...................................................... ... ......... .................................................................................................. ....... d 1 „ rh 1ST FLOOR PL. HT. _ E16 + 1 ST FLOOR FIN. FLR.qu E16 ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE 1 ST FL. WDW. HT. ; - -`'`"'-' • ' THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN „ THE OUTSIDE WALKING SURFACE MUST HAVE 72 ABOVE - - - WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE R12.2. 2016 FLORIDA RESIDENTIAL BUILDING CODE SECTION 3 _i=' z cV rn NOTES: o s -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. s Box BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. COLUMN ` E22 -WINDOW HEAD HEIGHTS: 1ST FLOOR FIN. FLR.- 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. RIGHT E 'T' -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS 1 SHOWN ON THE EXTERIOR ELEVATIONS 1/4" = V-0" TAT LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT -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. 17 ao LEFT ELEVATION'T' 2 1 /4" = V-0" TAT 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: ELEVATION KEYNOTE LEGEND ........................................................................................................................................................................................... ........................................................................................................................ ................................................................................ ............. . E9 CORROSION RESISTANT HOOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFMALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/44 CORNER TRIM BOARDS E15 PANEL SIDING W/ 1X3 BATTS AT 16" O.C. VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 I STUCCO SMOOTH SAND FINISH U.N.O. LEFT ELEVATION'T' 2 1 /4" = V-0" TAT 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: x ........................................................................................................................................................................................... ........................................................................................................................ ................................................................................ ............. . LO , o �OT 0 404 > J W T am C) z .................................................. ................................... .................................................. ................... .. ............. ............................. w D-1 ........................................................... .......... ....................................................................................................... .............................................................................................................................................................................................................................. _ .... rn 2ND FLOOR FIN. FLR. ........................................................... ......... ......................................................................................................................................................................................................................................................._ ..........:...... E16 N f + 1 ST FLOOR PL. HT. _ — — 1ST FL. WDW. HT. , , r (V Z _ 1 ST FLOOR FIN. FLR.qu LEFT ELEVATION'T' 2 1 /4" = V-0" TAT LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT ISSUE DATE: .10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be. utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: 0 SHEET N0: FL 5.2.1 x LO , o �OT 0 404 > J W w am C) z w 0 SHEET N0: 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 VEN I'ILATION 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 HOOF 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. '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 19.20 int 138.40 int 1' Tl EA' ROOF PLANT 1 1/4" = 1'-0" AT 221'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 I� ��ann�nn�Q MULHERN+KULP�� m residential structural engineering -b » AT 20 South Maple Street, Suite 150 • Ambler, PA 19002 • ®O p215.646.8001 mulhemkulacan Mu�an+Nuq �huauvaiyadhe na mrkwed any oewr Ydaniatlan d�kd a oha abdpr�s ROOF PLANT 1 1/4" = 1'-0" AT 221'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 I� WALL BELOW ...... i ..........................................-:........... SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES UTILITY PLAN SECOND FLOOR'T' OVER BATH CABINETS OVER KITCHEN CABINETS 2 1/4" = 1'-0" TAT LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT PATIO LSI Z WP/GFI AT O A/C COND. t771— uvi 0 a WP/GFI _v._ ....... GFI i ; U� i OF / I— I lE, FI ..�:�::... .....:::::::.. ....�.�...._...,........ FAMILY _I 1 � g'-4" CLG. FTV] ITCHE FQUF j 9'4" CLG. PHI I '� ......I I I i 1 r II _I u u II a II II II I_ IIr '\nIuIIII IIuIIII!I aI;.IIII IIIIIIIIII IIIaIIIII IIIIIi,i !IIi TO LIGHT AOOV E n I I 3 3 7-7 SERVICE PANEU WP/GFI WP/GFI ELECTRIC METER SERVICE � - 4 '[CH TELEPHONE/ PANEL L I; TELEVISION I Le SERVICE BOX GL WP/GFI i I ' I KEYLESS 8 KEYLESS GDO (DEDICATED CIRCUIT) GARAGE OYER 9'-4" CL WP/GFFL ............... .... s.... ........ ....... .:. .. ✓ .....L ...� UTILITY PLAN FIRST FLOOR'Tl' 1-7 1 /4" = V-0" AT 22"X34" LAYOUT 1/8" = V-0" AT 11 " X 17" LAYOUT NOTES: LEGEND: PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AFCI AS REQUIRED BY NATIONAL ELECTRICAL ( ) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. DUPLEX OUTLET �T" CEILING MOUNTED INCANDESCENT LIGHT FIXTURE " CHIMES �/ /,�� U CEILING FAN (PROVIDE ADEQUATE SUPPORT) C� PUSHBUTTON SWITCH EXTRA DUTY WEATHERPROOF GFI wwoFi DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE 110V SMOKE DETECTOR so HARDWIRED AND INTER- CONNECTED W/ BATTERY /� �// V �7 CEILING FAN WITH INCANDESCENT LIGHT FIXTURE PROVIDE ADEQUATE SUPPORT)GHT J w ---- CO2 DETECTOR co HARDWIRED AND INTER. B N �PTED W/ BATTERY HALF -SWITCHED DUPLEX OUTLET I—� GAS SUPPLY WITH VALVE 2zo� 220 VOLT OUTLET (, EXHAUST FAN (VENT TO EXTERIOR) T THERMOSTAT - --}� HOSE BIBB Q REINFORCED JUNCTION BOX EXHAUST FANLIGHT COMBINATION (VENT TO EXTERIOR) P"� TELEPHONE WALL SWITCH TELEVISION � 1/4" WATER STUB OUT ,g LJ ELECTRIC METER 3 THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE E:;� ELECTRIC PANEL SCONCE 4 FOUR-WAY SWITCHWALL y DISCONNECT SWITCH TECH HUB SYSTEM WIC 8'-1" CLG. I � i M. BED 1 M. BA. TV 8'-1" CLG. ❑ 8'-1" CLG. � o WW _ ........_.f 3 O ¢ ~ ........... . ................... ,................................ o a m w \ FI 20 - W _HVAC 10, M ¢ Z O 4^ W .7f LL E W - g LU Cr�g III Ii III a c5 W=0 S I, W o L A. W 0 LL I7I I4 TII LI"H 8'-1" CL G.= o W I II I I; I; I I ILEO TO KEYLESS `� _ _ ' i — V.... LIG T IN ATTIC ......=W1 CL STANDARD ELECTRICAL BOX HEIGHTS ®© LL *7, WALL CABINET BA. 21 _ - 8'-1" CL o a o BED 3 -� �" BED 2 a 8'-1" CLG. 8'-1" CLG. N W m WIG 8'-1" CL(. 10 D ZU __ 4== Is 2 JOP 30" HIGH VANITY = p BASE CABINET CABINETcli ih I WALL BELOW ...... i ..........................................-:........... SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES UTILITY PLAN SECOND FLOOR'T' OVER BATH CABINETS OVER KITCHEN CABINETS 2 1/4" = 1'-0" TAT LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT PATIO LSI Z WP/GFI AT O A/C COND. t771— uvi 0 a WP/GFI _v._ ....... GFI i ; U� i OF / I— I lE, FI ..�:�::... .....:::::::.. ....�.�...._...,........ FAMILY _I 1 � g'-4" CLG. FTV] ITCHE FQUF j 9'4" CLG. PHI I '� ......I I I i 1 r II _I u u II a II II II I_ IIr '\nIuIIII IIuIIII!I aI;.IIII IIIIIIIIII IIIaIIIII IIIIIi,i !IIi TO LIGHT AOOV E n I I 3 3 7-7 SERVICE PANEU WP/GFI WP/GFI ELECTRIC METER SERVICE � - 4 '[CH TELEPHONE/ PANEL L I; TELEVISION I Le SERVICE BOX GL WP/GFI i I ' I KEYLESS 8 KEYLESS GDO (DEDICATED CIRCUIT) GARAGE OYER 9'-4" CL WP/GFFL ............... .... s.... ........ ....... .:. .. ✓ .....L ...� UTILITY PLAN FIRST FLOOR'Tl' 1-7 1 /4" = V-0" AT 22"X34" LAYOUT 1/8" = V-0" AT 11 " X 17" LAYOUT NOTES: LEGEND: PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AFCI AS REQUIRED BY NATIONAL ELECTRICAL ( ) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. DUPLEX OUTLET �T" CEILING MOUNTED INCANDESCENT LIGHT FIXTURE " CHIMES �/ /,�� U CEILING FAN (PROVIDE ADEQUATE SUPPORT) C� PUSHBUTTON SWITCH EXTRA DUTY WEATHERPROOF GFI wwoFi DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE 110V SMOKE DETECTOR so HARDWIRED AND INTER- CONNECTED W/ BATTERY /� �// V �7 CEILING FAN WITH INCANDESCENT LIGHT FIXTURE PROVIDE ADEQUATE SUPPORT)GHT OR.GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET � RECESSED INCANDESCENT LIGHTFIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF ---- CO2 DETECTOR co HARDWIRED AND INTER. B N �PTED W/ BATTERY HALF -SWITCHED DUPLEX OUTLET I—� GAS SUPPLY WITH VALVE 2zo� 220 VOLT OUTLET (, EXHAUST FAN (VENT TO EXTERIOR) T THERMOSTAT - --}� HOSE BIBB Q REINFORCED JUNCTION BOX EXHAUST FANLIGHT COMBINATION (VENT TO EXTERIOR) P"� TELEPHONE WALL SWITCH TELEVISION � 1/4" WATER STUB OUT ,g LJ ELECTRIC METER 3 THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE E:;� ELECTRIC PANEL SCONCE 4 FOUR-WAY SWITCHWALL y DISCONNECT SWITCH TECH HUB SYSTEM CD v7 wr�rrri O ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: I� SHEET N0: FIL 6.2 • CD _. . MULHERN+KULP a W residential structural engineering -:0�. A I 20 South Maple Street Suite 150 • Ambler, PA 19002 '®� ,.e�•.. • ®®® p P215.646.8001 mulhemkulp.com ® ° act Mu6em+Kulphs wd4 khViWhn ' n01�MCkdY1�OtlMPIAkmIWOnfdl�ldb0lhe�aldpollOs. � ' Vi ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: ^; 2X EXT. BEARING WALL WEATHER RESISTANT BARRIER - TYPAR RUNG TO 1 1/2" BELOW TOP OF BLOCK HARDIE BOARD HORIZ. SIDING HOUSE WRAP These drawings are the _Ty i< property of Starlight EXTERIOR SHEATHING a Homes and are not t0 be ' utilized for construction, or copied in part or in whole without permission from ,. the builder. 0 2016 Starlight Homes LAST REVISION L -T RIM JOIST Z-FLASHING LAST SAVED BY: HARDIE TRIM, BOTTOM SITS 1 1/2" BELOW TOP OF BLOCK 04 _'�---- ° J-CHANNEL STUCCO STOP - d n a 5/8" TEXTURED STUCCO LO a • OVER BLOCK O a 4 d N a ..J W a HORIZ. BOARD SIDING DETAIL W/ Z STUCCO @ PERPENDICULAR TO UJI WALL FL. TRUSSES 1 3" = 1'-0" AT 22"X34" LAYOUT =1'-0" AT 11 " X 17" LAYOUT SHEET NO: p-1 CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO JOIST/5LK16. (1) NAIL o 4" 041, (1) NAIL @ 4" O.C. STUD TO SOLE PLATE 2 TOENAILS (3) TOENAILS# TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS o b" o.c.• 13LK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE 5TUD NAILS 0 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE 1 NAIL5 IN LAPPED AREA 11 NAILS IN LAPPED AREA TOP PLATE LAP o GORNER5 4 INTER5EGTINC7 WALLS (2) NAILS (2) NAILS * 2Y2110.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure G OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +25.1 P5F/-28.4 P5F +25.1 PW -28.4 P5F I6Garage Door +24.1 P5F/-2b.6 P5F +24.1 PSF/-26.8 P5F 10 SOFT. +28.8 P5F/-31.2 P5F +28.8 P5F/-38.5 P5F 20 SOFT. +21.5 PSF/-21.1 P5F +21.5 PSF/-35,1 P5F 50 SOFT. +25.8 P5F/-28.3 P5F +25.8 PSF/-32.5 P5F 100 SOFT. +24.5 P5F/-2b.1 PSF +24.5 PSF/-21.1 P5F 500 SOFT. +21.5 P5F/-23.1 P5F +21.5 P5F/-23.1 P5F (DEnd Zone is defined o5 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. FLOOR FRAMING • I-JOIST5/TRU5SE5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH, 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" CONFORMING TO P52-04, 24" O.C., EXP05URE I, TONGUE AND GROOVE EDGE5, FASTEN SHEATHING TO FRAMING MEMBER5 W/ GLUE AND 3"x0.131" NAILS o b" O.G. AT PANEL EDGE5 4 12 O.G. AT INTERMEDIATE SUPPORTS. EXTERIOR � SHEAR WALL SHEATH I NCS SPEG I F I GAT I ONS INDIGATE5 LOGATION AND EXTENT OF SHEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF 5TANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 1/16" PLYWOOD OR 05E3 FA5TENED w/ PI 22Y2 "x0.131 NAIL5 @ 6" o.c. ALONG PANEL EDGE5 AND 12" o.G. IN THE PANEL FIELD. 1/16" PLYWOOD OR 05B FA5TENED w/ P3 212"x0.131 " NAIL5 @ 5" o.c. ALONG PANEL EDGES AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS; SHEATH ALL EXTERIOR WOOD FRAMED WALLS w/ 1/16" PLYWOOD OR 056 FASTENED W 2 "x0.131" NAILS 0 6 O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGE5 SHALL OCGUR OVER FRAMING OR 2X BLOGKIN6 5HALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® 16"o.G. MAX. U.N.O. ON PLAN. 3. 5HEATHIN6 SHALL BE GONTINUOU5 FULL HE16HT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER W/ %"x0.131" NAILS 0 16"o.c. USE (8) 5142"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEAR WALLS AND EXTERIOR WALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 6. SEE ARGHITEGTURAL DRANIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENT5. 1. ALL EXTERIOR WALLS CONSIDERED FOR 51HEAR WALLS. 8. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ROOF FRAM I N6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 7116" MIN. 0513/PLYWOOD 5HEATHIN6 24/y, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W 2316"0.113" RING 5HANK (R5R5-01) NAILS (OR BETTER) ® 6" O.C. PANEL E06E5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5, FASTEN SHEATHING TO GABLE END 4 DRAG TRU55E5 w/ NAILS o 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGES, RI06E5, VALLEYS, 4 HIPS, PROVIDE BLOGKINC7 ALONG PANEL EDGES 4 FASTEN w/ 2Y2"0.131" NAILS o 4" O.G. AN END ZONE 15 DEFINED A5 10% OF THE BUILDIN65 LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF SHEATHING FOR MAIN ROOF TRU5SE5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH END TO TRUSS BELOW W/ U51? MTW12 AND (2) 3"0.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED To FRAMING w/(2) 3°0.131" NAILS o Ib" O.G. UPLIFT CONNECTORS BEARING CONDITION N C 1 5IMP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) (2)2x6 i1 QQ O < 15' 5IMP50N H25A FLOOR FRAMING • I-JOIST5/TRU5SE5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH, 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" CONFORMING TO P52-04, 24" O.C., EXP05URE I, TONGUE AND GROOVE EDGE5, FASTEN SHEATHING TO FRAMING MEMBER5 W/ GLUE AND 3"x0.131" NAILS o b" O.G. AT PANEL EDGE5 4 12 O.G. AT INTERMEDIATE SUPPORTS. EXTERIOR � SHEAR WALL SHEATH I NCS SPEG I F I GAT I ONS INDIGATE5 LOGATION AND EXTENT OF SHEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF 5TANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 1/16" PLYWOOD OR 05E3 FA5TENED w/ PI 22Y2 "x0.131 NAIL5 @ 6" o.c. ALONG PANEL EDGE5 AND 12" o.G. IN THE PANEL FIELD. 1/16" PLYWOOD OR 05B FA5TENED w/ P3 212"x0.131 " NAIL5 @ 5" o.c. ALONG PANEL EDGES AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS; SHEATH ALL EXTERIOR WOOD FRAMED WALLS w/ 1/16" PLYWOOD OR 056 FASTENED W 2 "x0.131" NAILS 0 6 O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGE5 SHALL OCGUR OVER FRAMING OR 2X BLOGKIN6 5HALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® 16"o.G. MAX. U.N.O. ON PLAN. 3. 5HEATHIN6 SHALL BE GONTINUOU5 FULL HE16HT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER W/ %"x0.131" NAILS 0 16"o.c. USE (8) 5142"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEAR WALLS AND EXTERIOR WALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 6. SEE ARGHITEGTURAL DRANIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENT5. 1. ALL EXTERIOR WALLS CONSIDERED FOR 51HEAR WALLS. 8. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ROOF FRAM I N6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 7116" MIN. 0513/PLYWOOD 5HEATHIN6 24/y, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W 2316"0.113" RING 5HANK (R5R5-01) NAILS (OR BETTER) ® 6" O.C. PANEL E06E5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5, FASTEN SHEATHING TO GABLE END 4 DRAG TRU55E5 w/ NAILS o 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGES, RI06E5, VALLEYS, 4 HIPS, PROVIDE BLOGKINC7 ALONG PANEL EDGES 4 FASTEN w/ 2Y2"0.131" NAILS o 4" O.G. AN END ZONE 15 DEFINED A5 10% OF THE BUILDIN65 LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF SHEATHING FOR MAIN ROOF TRU5SE5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH END TO TRUSS BELOW W/ U51? MTW12 AND (2) 3"0.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED To FRAMING w/(2) 3°0.131" NAILS o Ib" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR 5IMP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) (2)2x6 HD -2 SIMPSON M5TGb6 STRAP TIE (24" END LENGTH) (M5TGbbB3 ALTERNATE) < 15' 5IMP50N H25A 51146LE ROOF TRU55 BEARING ON v °�3. E SPAN HEADER WOOD STUD WALVWOOD BEAM (2)2x8 5PF OR 5YP #2 W/ H4x6 55'x55' AFP IhE SHORT > 15' 51MPSON HIDA ROOF GIRDER TRU55 BEARING ON ALL 5IMP50N HT520 WOOD STUD WALL/WOOD BEAM H4x10 35"xq.5" AFP IhE SHORT 51146LE ROOF TRU55 OR PORCH ALL 51MP5ON HETAI6 BEAM BEARING ON GMU WALL (2)2x12 (2)2x12 5PF OR 5YP #2 W/ ROOF GIRDER TRU55 OR FLUSH ALL (2) 5IMP50N HETAI6 BEAM 13EARIN6 ON GMU WALL SPAN HEADER ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. HOLD-VOENN SCHEDULE SYMBOL SPEGIFIGATION HD-1 5IMP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) (2)2x6 HD -2 SIMPSON M5TGb6 STRAP TIE (24" END LENGTH) (M5TGbbB3 ALTERNATE) 3.5"x5.5" AFP IhE SHORT LEGEND • ® INTERIOR BEARING WALL • - - BEARING WALL ABOVE • - .. - BEAM / HEADER • LOCATION AND EXTENT OF SHEAR WALL .-.-.-, I 1 EXTENT OF OVERFRAMING L-2 - - -•J INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. HEAVER SUBSTITUTION SGHEVULE LABEL DE50RIPTION LABEL DESCRIPTION (2)2x6 2 2x6 5PF OR 5YP #2 W/ H4X6 3.5"x5.5" AFP IhE SHORT 1/2" PLYWD FLITCH PLATE v °�3. E SPAN HEADER (2)2x8 (2)2x8 5PF OR 5YP #2 W/ H4x6 55'x55' AFP IhE SHORT 1/2" PLYWD FLITCH PLATE © copyright : MULHERN & KULP SPAN HEADER (2)2x10 (2)2x10 5PF OR 5YP #2 W/ H4x10 35"xq.5" AFP IhE SHORT 1/2" PLYWD FLITGH PLATE m SPAN HEADER (2)2x12 (2)2x12 5PF OR 5YP #2 W/ N4x10 3.5"xq.5" AFP IhE 5HORT 1/2" PLYWD FLITCH PLATE SPAN HEADER I. WHERE 5PF OR 5YP #2 BUILT-UP HEADERS ARE 5PEGIFIED ON THE PLANS, ANTHONY FOREST PRODUGT5 (AFP) IhE 5HORT5PAN HEADERS MAY BE SUBSTITUTED PER THE HEADER 9U135TITUTION 5GHEDULE ABOVE. 2, AFP IhE 5HORT5PAN HEADER5 HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1,600,000 psi, Fb = 1,500 psi, Fv = 115 psi, Fc -perp = 650 psi. 3. AFP IhE 5HORT5PAN HEADERS MAY NOT BE 5UB5TITUTD WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. 4. REFER TO THE 5TANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTES ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. seal: 1/15/2018 L � N GENERAL STRUCTURAL NOTES 4 • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NIPS, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS ROOF LIVE = 20 P5F M&Kprojectnumber. DEAD = 1 P5F T.G., 10 P5F B.G. 181-17012 LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5) project mgr: SDI 30 P5F o 5LEEPIN6 AREAS 50 P5F o 6ARA6E drawn by; RSD DEAD = 10 P5F (20 P5F TOTAL ® TILE) issuedate: 06-27-1 ; WIND ULTIMATE WIND SPEED 4 EXP05URE AS LISTED R15K GATE60RY 11 REVISIONS; GENERAL FRAMING date: initial: 19 EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 11-09-17 MK 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). 12-11-17 MK • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF OR 5YP 'STUD' GRADE LUMBER 9 Ib" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED o Ib" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED 0 24" O,G, (MAX). SINGLE TOP PLATES ALLOWED PER R602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x D KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES THE LU NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE """"•"" j ' SPRUGE-PINE-FIR #2 (SPF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR 0 BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS Wl 3-ROW5 OF 3x0.131" �r NAILS o 12" O.G. 5TAGGERED, APPLY NAILING FROM BOTH FACES 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"0.131" NAILS o 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES ® 3 -PLY OR MORE CONDITIONS. • REFER TO GONNEGTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 7116" 058 FASTENED W 2Y2"x0.131" NAILS ® 6" O.G. o EDGE5 4 12" O.G. GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID 13LOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS LW CONTINUOUS TO FOUNDATION/BEARIN6. IT' `ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: 0 • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10"6 psi • LVL - Fb2600 psi; Fv=285 psi; E=2.0x10"6 psi Z a • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER i 0 U. WITH 3 ROW5 OF 3"x0.131" NAILS o 8" 0/6 OR 2 ROW5Y4"x3)'2" '-.I 5IMP50N 505 56REW5 (OR 3Y2" TRU55LOK 50REW5) 0 16" OIG. USE t� O A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. �y' a APPLY FASTENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE w TOP 4 BOTTOM NAILS/5GREWS 2 FROM EDGE. SOLID 3Y2 Y4 OR 5" w Lt1 BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 �, Q MEMBERS. (} i�T • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER y W 0 WITH 3 ROW5 OF Y4"xb" SIMPSON 5D5 SCREWS (OR 6 5/a" TRU55LOK T� Q SCREW5) o Ib" O/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS Imo! z OF 14 OR 6REATER. APPLY FASTENING AT BOTH FACES (ONE 51DE O ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM SCREWS x 2" FROM E06E. A SOLID 7" BEAM 15 ACCEPTABLE. f 1 w O • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE SIMPSON PG4Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. sheet: • ALL INTERIOR WALL STUDS IN CONTACT W/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTE=NED W/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. SO*O G r- " �? 0 a v °�3. E w �� v � G"9 .� elijial�na����� © copyright : MULHERN & KULP Structural Engineering, Inc. m c a a Z ` � .E � S W 4� - O tsi L � N GENERAL STRUCTURAL NOTES 4 • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NIPS, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS ROOF LIVE = 20 P5F M&Kprojectnumber. DEAD = 1 P5F T.G., 10 P5F B.G. 181-17012 LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5) project mgr: SDI 30 P5F o 5LEEPIN6 AREAS 50 P5F o 6ARA6E drawn by; RSD DEAD = 10 P5F (20 P5F TOTAL ® TILE) issuedate: 06-27-1 ; WIND ULTIMATE WIND SPEED 4 EXP05URE AS LISTED R15K GATE60RY 11 REVISIONS; GENERAL FRAMING date: initial: 19 EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 11-09-17 MK 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). 12-11-17 MK • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF OR 5YP 'STUD' GRADE LUMBER 9 Ib" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED o Ib" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED 0 24" O,G, (MAX). SINGLE TOP PLATES ALLOWED PER R602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x D KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES THE LU NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE """"•"" j ' SPRUGE-PINE-FIR #2 (SPF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR 0 BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS Wl 3-ROW5 OF 3x0.131" �r NAILS o 12" O.G. 5TAGGERED, APPLY NAILING FROM BOTH FACES 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"0.131" NAILS o 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES ® 3 -PLY OR MORE CONDITIONS. • REFER TO GONNEGTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 7116" 058 FASTENED W 2Y2"x0.131" NAILS ® 6" O.G. o EDGE5 4 12" O.G. GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID 13LOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS LW CONTINUOUS TO FOUNDATION/BEARIN6. IT' `ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: 0 • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10"6 psi • LVL - Fb2600 psi; Fv=285 psi; E=2.0x10"6 psi Z a • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER i 0 U. WITH 3 ROW5 OF 3"x0.131" NAILS o 8" 0/6 OR 2 ROW5Y4"x3)'2" '-.I 5IMP50N 505 56REW5 (OR 3Y2" TRU55LOK 50REW5) 0 16" OIG. USE t� O A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. �y' a APPLY FASTENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE w TOP 4 BOTTOM NAILS/5GREWS 2 FROM EDGE. SOLID 3Y2 Y4 OR 5" w Lt1 BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 �, Q MEMBERS. (} i�T • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER y W 0 WITH 3 ROW5 OF Y4"xb" SIMPSON 5D5 SCREWS (OR 6 5/a" TRU55LOK T� Q SCREW5) o Ib" O/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS Imo! z OF 14 OR 6REATER. APPLY FASTENING AT BOTH FACES (ONE 51DE O ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM SCREWS x 2" FROM E06E. A SOLID 7" BEAM 15 ACCEPTABLE. f 1 w O • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE SIMPSON PG4Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. sheet: • ALL INTERIOR WALL STUDS IN CONTACT W/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTE=NED W/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. SO*O N I I N � SDI.o I PORCH SLAB: 2 w I I 3)12" GONG. SLAB ON 6RADE sDl.o (2500 PSI MIN.) W 6x6—WI.4xhI.4 MESH OR FIBER MESH ON 15% L .^ _ J GOMPAGTED FILL OR \/IR6IN 501L. I PER 12" � sDl.o Ib"xlb"x8" J b J R THICKENED D2. 511.0 D2. SDI.O SLAB 20'-8" 1'-4" 28'-0" SLAB OUNDAT I ON PLAN I 22x34 SCALE: 1/4"=1'-O" ELEV. 5, T, $ U 11x11 SCALE: 1/5 CU I N I I O � TERMITE PROTECTION - 5ENTRIGON (A5 GHO5EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE FBG R38 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPIN6 PENETRATIN6 CONCRETE SLAB -ON -GRADE FLOORS 5HALL NOT BE OF GELLUL05E GONTAININ6 MATERIAL5. IF 501L TREATMENT 15 U5ED FOR 5UBTERRANEAN TERMITE PROTECTION, THE 5LEEVE 5HALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE 5LAB USING A NON-GORRO51VE GLAMPIN6 DEVIGE TO ELIMINATE THE ANNULAR 5PAGE BETHEEN THE PIPE AND THE 5LEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN51DE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRIGATION/SPRINKLER 5Y5TEM RI5ER5 FOR 5PRAY HEADS, AND ROOF DOHN5POUT5 5HALL D15GHAR6E AT LEA5T I FOOT (305mm) ANAP FROM THE 5TRUGTURE 51DENALL, WHETHER BY UNDER6ROUND PIPIN6, TAIL EXTEN51ON5, OR 5PLA5H BLOGK5. GUTTERS WITH DONN5PUT5 ARE REQUIRED ON ALL BUILDINC75 WITH EAVE5 OF LE55 THAN b INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF CGENERAL STRUCTURAL NOTES FOUNOATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516514 THF5E FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L 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 SOIL 15 PRE5ENT, THE5E FOUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO HEATHER OR IN CONTACT H/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANGE GOMPAT113ILITY OF HARDWARE $ FA5TENER5 IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER d HARDWARE 5UPPLIER5 TO COORD. • CONCRETE DE516N BA5ED ON AGI 318. CONCRETE 5HALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAY5, U.N.O. Pc = 2,500 psi: . FOOTINGS 2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR It EXTERIOR) fy 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTING5 AND 5LAB5 ON 6RADE 5HALL BEAR ON VIRGIN 501L OR 1596' COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNER5 OF SLAB ED6E5, AND OTHER LOCATIONS WHERE 5LA13 GRAGK5 ARE LIKELY TO DEVELOP. (20'-0" O.G) • MINIMUM LAP SPLICES ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISGONTIN0005 END OF REINF. ' 6ROUT SHALL BF ASTM G416 F'c=3000 PSI w/ MAX 3/6" A66RE6ATE • GONGRETE MA50NRY UNITS 5HALL BE A5TM Gg0 WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BA5E1 ON AGI 530/530.1 • REINFORCED GMU GORF5 (A5 INDICATED ON PLAN) 5HALL BE REINFORCED W (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP HALL AND 5HALL AL16N WITH FOOTING DOWEL DELON. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DONEL. • GROUT 501-11 ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE GONTINUOU5 FULL LEN6TH OF HALL • PROVIDE (1) #5 BAR GROUTED 501-11 ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL HALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOGATED IN THE CENTER OF THE MASONRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALL5. (A5 5HOHN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. Seal: 1/15/2018 sheet: LEFT HAND S160 NS Q p° 9U �a TAE 10 w 0o cil © copyright: MULHERN & KULP Structural Engineering, Inc. z c J c Q a o.. o� co � z 0 LL 0 0 a JrL Q 4) D N N � N 4 2 Z W o M&K project number: 181.17012 project mgr: SDI drawn by. RSD issuedate: 06-27-17 REVISIONS: date: Initial: 11-09-17 MK 12-11-17 MK LU rnwWJ 0 T sheet: LEFT HAND S160 Q cil z o.. o� Z 0 LL 0 0 Q w d 2 Z W o O�LL a sheet: LEFT HAND S160 i • :: 1 16'-0"x7'-0 J 6ARA6E DOOR D2. 26'-0" 28'-W 5L00K • • 11 J D2. i n ri_gn PLAN :..: GROUT•. C _I LI 1/4"=1'-0" ELEV. 5, T, U 110 5GALE: 1/8"=1'-0" ' o� EMBEDDED REINF. � i • :: 1 16'-0"x7'-0 J 6ARA6E DOOR D2. 26'-0" 28'-W 5L00K • • 11 J D2. i n ri_gn PLAN :..: GROUT•. 22x34 5CALE: 1/4"=1'-0" ELEV. 5, T, U 110 5GALE: 1/8"=1'-0" ' MASONRY L I NTEL A55EMBL I E5 5EE 50HEDUL.E AND 5PEOIFIGATION5 FOR ADD'L INFO :..: GROUT•. :. 6ROUT °j BOTTOM REW PRECAST LINTEL. W PREGA5T LINTEL W I I EMBEDDED REINF. --I}-�—uQ-"--{�- EMBEDDED REINF. � MB-1 MB -2 m� m� '- — TOP REINF. ° TOP REINF. ----- VERTICAL M13-3 SHEAR TIES m GROUT m :` GROU7 ® -- - BOTTOM REINF. - P BOTTOM PEW T'REGA57 LINTEL W EMBEDDED REINF. PRECAST LINTEL. W I I EMBEDDED REINF. I. ALL LINTELS W/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55E1?. � 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. THIS ASSEMBLY REQ. MB -3/ MB -3A MB -4/ MB -4A ES �IN T LINTELS DESIGNATED WITH AN MB -38/4A SNAIL BE GONSTRIIGTI]7 THE SAW AS MB -514 EXCEPT THE DEPTH SHALL BE MODIFIED FROM 1'-4" TO 1'-2'13Y FIELD GUTTING THE TOP OF THE PREGA5T LINTEL DOVE! 2'. ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME. BOND BEAM REINF SHALL RUN DONT TM2U TOP LINTEL. COURSE. MASONRY LINTEL DETAILS REINFORCEMENT MARK DE5I6NATION TOP BOTTOM SHEAR REINFORCEMENT M&I 81=8-013/0T ---- ----- M13-2 81=8—I13/0T ----- (1) #5 M13-3 8FI6—I13/IT (1) #5 (U #5 MB—4 8FI6-28/17 (I) #5 (2) #5 #3 VERTICAL TIES • 4"o.G. W 180 DEGREE HOOK T46 APPROVED LINTEL MANUFAGTURER5 ARE: GA5T—(,RETE, QUALITY PREGA5T GO., AND LOTT'5 CONCRETE. NOTE5: I. ALL LINTELS W/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55E1?. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT OUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, Fy=60 ks1 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE51614. TERMITE PROTECTION - 5ENTRIGON (AS CHOSEN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN AGGORDANGE WITH THE FBG R3I8 AND ALL RELATED 5UBGATEGORIE5. 2. PROTECTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E GONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM WALL THICKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB U51N6 A NON-GORRO51VE GLAMPING DEVIGE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 3. CONDENSATE LINE, IRRIGATIOW5PRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL 0I5GHARGE AT LEAST I FOOT (305mm) AWAY FROM THE 5TRUGTURE 511?EWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR SPLASH BLOCKS. 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 GENE"L 5TRUGTURAL NOTE5 FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING GORE. • FOOTING DESIGN THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY 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, THESE FOUNDATION DESIGNS ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORROSION-RE515TANCE COMPATIBILITY OF HARDWARE t FASTENERS IN CONTACT W PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO COORD. • GONGRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS IN 28 DAYS, U.N.O.. F'c = 2,500 pSI:....... FOOTINGS 2,500 p5I:....... SLABS ON GRADE (INTERIOR t EXTERIOR) Fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF 5LA13 EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" 0.0) • MINIMUM LAP 5PLICE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G41b F'c=3000 PSI W/ MAX 3/8 A66RE6ATE • GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 PM = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • �REINFORCED GMU GORE5 (AS INDIGATED ON PLAN) SHALL BE REINFORGED W/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MASONRY OPENIN65 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 MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0 O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN BUILDERS TO VERIFY. seal: i my?n o .� O i7 2 ® t rs s ,.. .p3 , A E PN fid, NW- © copyright ; Amw & KULP Structural Engineering, Inc. c ECM a E a �0 • Za cn E WN2 D J c �$ D� ULd �L 0) a n IV IV W project number. 181-17012 project mgr: SDI drawn by: RSD issuedate: 06-27-17 REVISIONS: date.- inipal: 11-09-17 MK 12-11-17 MK CD t1? LU =MJ C REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES 0a)0 z m C° o sheet: LEFT HAND 2*0 H cn 0 LL z d o px Q, z 2 W o REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES 0a)0 z m C° o sheet: LEFT HAND 2*0 2ND L00 7RAMING PLAN 22x54 50ALE: 1/4"=1'-0" ELSV. T 110 50ALE: 115"=1'-O" seal 1/15/2018 Ugaggc �0 �� h J��"" Id k 9 � 13'rvl'� 1tE1QQ� Q copyright: MULHERN & KULP Structural Engineering, Inc, LL C c Q a co Z_� 9. LU N a a) CML N � N Q M&K project number: 181-17012 project mgr: SDI drawn by: RSD issuedate: 06-27-17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK CD LU C3 SHALL :TURES T SAGE TITEN SONRY U) z (L ZV a 0 � 0 w � Q � W Z LU 0 0Q 0 L Z 0-J 0 L(C)a 0 sheet: LEFT HANS3* ID ELEY,T seal: 1/15/2015 w� A E o ay � W Q copyright : MULHERN & KULP Structural Engineering, Inc, ly � C J '4) N c a a. .c ai 4) cc E Z� N m i-+ T 1Cn� -J N N d. M&K project number. 181-17012 project mgr: SDI drawn by: RSD Muedate, 06-27-17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK CM V) LU MWJ T vl V z J 0 LLT LL Q w Z 2 L w o 0 0 � z 00 � a 0 sheet'. LEFT HAND S4*1 seal, 11151201b .^° 611 GMU BLOCK ^ Ct 8" CMU BLOCK INTERIOR e� R4.1 FI -FOIL OR A)#5 FROM FTG. TO K. v GYP. BD. EA. SID Y° GYP. B'D. EA. SIDEYaOF 2x45 6 I6" O.G. I .°° EQUAL OVER BOND BEAM. SPLICE OF 2x'5 0 ib" O.G. (1) #5 FROM FTG: TO PURR STRIPS TO BE MIN. 30 0 ' a BOND BEAM. SPLICE D ti. .. STUD PLATE TIES FASTEN W/y"x5" LONG TAFCON5 '���✓'` ^ L 1 GROUT DELL SOLI 0 2'-8 O.C. AND 12 MAX FROM '�✓ ° ° ° ®' TO BE MIN. 30" ;, 3Ya° GONG. SLAB w/ STUD TOP 4 BOT. �F FASTEN W/Ya x5 LONG TAFGONS ���21/411 GROUT CELL 50LID WWF OR FIBERME5H ;:; W z NOTED ON PLAN) 0 2'-6" O.C. AND 12" MAX FROM END OF WALL NNLE55 NOTED �� OTHERN1 E ON PLANS) - REINF. OVER 6 MIL. END OF WALL OLE55 NOTED �j I I/2 © copyright: MULHERN & KULP VAPOR BARRIER } d PT. BOT. PLT. OTHERWISE ON PLANS) (Y STUD PLATE TIES SND MATCH CMU LEDGE Structural Engineering,Inc• PER I/5DI.0 > FT BOT. PLT. I TOP 4 BOT. (IF NOTED ON ° PLAN5) __ —_ —_ ___— — d ', ` ° ..a :. a . _, °_�� �_ _ ° .. d .. .. � . ° v . ,. ' d Q.' e''... . • ,' ° � GRAVE _ ° I I—III—III—I I I_I 1 _ GRADE _ _ _ _ _ _ s ' . �—III—III—III—III .` — —— :' ----III 1 -III—_ ..d, a a.. I-- III ;I = °. °.°• °°. (D _III III III •• �—III—III— o ; I I I—III—III—III ' d . 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ON CHAIRS ' DENSITY MIN. " W L WHERE 2ND STORY (3 MIN. COVER) WHERE 2ND STORY 2 — (3" MIN. COVER) OGGUR5I=TG. SHALL BE OCCURS FT6. SHALL BE UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT T o .- 1'-4" WIDE w/ (2) #5 BARS 1'4' WIDE w/ (2) #5 BARS REQUIRED ON WALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE REQUIRED ON WALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE _I c : � ANCHORS AT BEARING WALL5 PER ABOVE, UNLESS NOTED OTHERWI5E ON PLANS ANCHORS AT BEARING WALL5 PER ABOVE, UNLE55 NOTED OTW-RWI5E ON PLANS POOTI N6 SECTION W/ BLOCK DETAIL 6ARA6E CURB 17ETA I L INT. BEARI N6 NALL FOOTING VETA I L P51T1=00TIN6 BEARIN6 17ETAIL� a2 etas= tis 5 scasr tG=Eol s= M&Kproject number. �8���70�2 8" GMU BLOCK FILLED CELLS >; BEYOND (SEE FLAW ...... R4.1 FI -FOIL OR Prof mgr. SDI EXTERIOR DOOR EQUAL OVER 3/a" drawn by: RSD 4" GARAGE FURR 5TRIP5 ::.a>»: .:::`>::>: issuedate: 06-27-17 b \ , I� 3 Ya" GONG. SLAB w/ TO Y I E/ 1 MTL. THRESHOLD NON -LOAD BR6. WALL WWF OR FIBERMESH SET IN SEALANT REVISIONS: �GORNER REINF. OVER 6 MIL. PORCH SLAB VAPOR BARRIER date: Initlal: (SEE PLANS)7 11-09-17 MK 6R,�GE I INTERIOR -----GARAGE WALL ° a. a dd : ° : �, I : —111=III-1111= 12-11-17 MK LU I _ 3 Ya GONG. SLAB 1111=III=III=III : 4 e III III III III III I I I I I III, ; I I' cx 3 Ya" GONG. SLAB ' -III=1 I F=1 I I=1 I :.. I I=I II=I I I=I I - j m 4�� ; I I I_I I I—I I I: I I=I I I=I I I- I. 11 I—I 11=1 I d .. .1 I=I 11=1 I I GRADE _ , ° . GLEAN COMPACTED' I �=III=III I 1 I=III= 4.' . " •' _ _ _ = e _IEEI11 =, FILL 15% STANDARD I I III=11 — _ =1 I I=1 I I=1 11=1 I I -TI- I' ° d — _ I DENSITY AND TERMITE I I_I I I III ^III -1 I I I I— _ _ _ _ e _ _ I I I_I I I_I — I I_I I I =1 I I_I I I ,I TREATED MONOLITHIC' _I 11=1 11=1 I I—III— I—► 11=1 I I—III—III—I 11=1 11- - I E I III i i 1-1 I I_ I I I_ I — — — — _ _ =I i I• ... I I=1 I I=1 I I=1 �' I—III = _= I I_llJ—I I I-1_111, I I III =1 I 1=1 I' FOUNDATION IN III—III I I i I I I ITI I I, . ° _ I "„ - I—ITI—I I I—I I I—I I I—III—III,- lad #s HORIZ. —I =111=1 11.=1 11=1 11=111=111-111— —I I WWI THICKENED -1 1511 II—I I I-1 11--1 I I- 1 j 1 1,-0„ 20 x8 THICKENED =111—III=111=III=1 I I=1 I I=III; SLAB W/ N #5 DONT. —I I 1=1 I I—� _ — CONT. ON CHAIRS EDGE l^J/ (2) #5 GONT. =ITI—I I MI I I—I I I III—III— " _ —MIN. (3 MIN. COYER) (1) #5 GOVT. NV 6,� I I, ,11111 i -I I- T=11=111=1' (1) IN. DOVER WHERE 2ND STORY M OCCURS FTG. SHALL BE 1'-4" WIDE w/ (2) #5 BARS �.w=.■ LJJ IwIIIII� 01=SET POOT I N6 NONBERI NG DETAIL TH I GKENEt7 Et76E 68,6E 17008 t7ET I L TH I GKENEi7 E17GE 17ET,h I L ENTRY 17008 i7ET I L Stas= 6>WAU: > scar= > 8 etas= II� _ _ G.5 G5 SLOPE I PROVIDE 30" 8" CMU BLOCK MIN. LAP SPLICE 3 Yi" GONG. SLAB w/ 3/a RECESS 6" GW BLOCK ® 5LIDING GLA55 DR. ' ° • (I) #5 VERT. IN ;..: .. 4, :. ' WWF OR FIBERMESH . 124.1 FI -FOIL OR „ GROUTED CELL, FULL ':;� :: '. EQUAL OVER 3/4" 8 CMU BLOCK REINF. OVER 6 MIL. .° ... ° . HT. (SEE PLANS FOR :. FURR STRIPS LOCATIONS) VAPOR BARRIER (1) #5 FROM FTG. TO BOND BEAM. SPLICE SILL FORMED ON SITE ° �) #5 FROM FTG. TO R4.1 FI -FOIL OR ° TO BE MIN. 30" 3Ya GONG. 51A6 w/ ►—� ° BOND BEAM. SPLICE EQUAL OVER 3/4" • GROUT CELL SOLID WWF OR FIBERMESH ° <. ^_— _ REINF. OVER 6 MIL. EXP JOINT TO BE MIN. 25" FURR STRIPS ° d I I I I PORCH SLAB - _•: •- VAPOR BARRIER I GROUT CELL 50LID IIF- (SEE FLAW ;t 3 Yi' GONG. 5LA13 w/ I I- I i i WWF OR FIBERMESH w REINF. OVER 6 MIL. a� x z `' ° d .. ° ., 4." .° . ' " N VAPOR BARRIER cv � BREAK PAGE � � ml — — � e. SLOPE � :t ���. SHELL TO ALLOW • .d . ' � •..: .• •.. •y� ��: � 1.=1 I � �.-I I I SILL FORMED ON 51TE 3 ya„ GONG. SLAB .. ;; d FOR SLAB —_-- °• °q.' . �—III—III=III i 1 I- LL LL (2500 P.5.1) W/ 6x6 1 III_I I _I I 111=1TI=IIIII 10/10 W.W.M. AND 6 MIL. _ «... '— — — — _I EXP'JOINT — III ,. <4: III=III—IIIA �I V VAPOR BARRIER a > d._ — : _ d ..:° — — m I GRADE —I 11=III=III=111_i � III I I', I I—III-..1 I I � � e ° _ _Il- _ —III—III_III—III- GRADE II=1II-III .III; III=III=III ° III=111=111 :1111= — — _ —GROUT Soup III I I� I I I IIIII =-•"-= w -- - -- I~ a d•' ... z 11=III I-111 �I I III 1= i i BELOW SLAG DOWN I=1 I L=111=IIF=1 d . ? ° =I I 1=I 11—� I III TO FOOTING = MONOLITHIC w . d —._. GLEAN 11— III, .I FOUNDATION YV IIIIIillll�l COMPACTED FILL _ _ _ (2) #5 HORIZ. =11F=F 11=1 III— _� (U #5 DOVEL Wl 6° ° . 4: :.. 12"x16" CONT. CONT. ® 45% STANDARD I' -O" CONT: ON CHAIRS EXF JOINT .e d R MFG. 5 5 —_— I . _ • — _ III A/C CHASE PVC ° .. „ 11- SLEEVE TO BE HOOK (5EE PLANS e FTG. W/ (2) #5 HORIZ. DENSITY T i 1 O " MIN. (3 MIN. COVER) w CONT. ON Q —IIF -III -1 I I-111-1 I' ThICE THE FOR LOCATION) °. MIN. COVER) AIRS (3 WHERE 2ND STORY � Z T-111 111— 13 ed .e DIAMETER OF PROTECTED FIFE OCCURS FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS O O r� �. LL (0 EXTERIOR OUTSWI N6 4 5617 POURED SILLS 17ETA� I L CHASE DETAIL OPPEI7 6RAi7E 17ETAI L XTERIORWALL®PORCH SLAB DETAIL V-1 Q sc,, tis IO etas= @�R _ @!AM�sheet: 4'-0" MIN. LAP 3 °x0.131" (8) 3 Y2°x0.131" NAIL5 ® 6" O.G. 3Y "x0.131 ° ® I6"O.G. 0 16 o.c. OVERFRAMIN6 ROOF 5HEATHING (4)23/a"X0.113" R.5. TOE NAIL5 VALLEY SET 2358"x0.115 R.5: NAIL5 @ 6" O.G. OVERFRAMIN6 TRO55 (EDGE NAIL) 2318"X0.113° R.5. NAILS ® 6" O.G. DBL. TOP PIL FA5TEN EACH MAIN ROOF 5HEATHIN6 2x4 LADDER BLOGKIN6 ® I6" O.G. OVERFRAMED TRU55 VERTICALLY IN 15T 5TUD BAY END TO TRU55 BELOW FOR DRYWALL GONNEGTION. WITH (1) 5IMP50N MT512 71— 5TUD5 FA5TEN BLOGKIN6 AT EACH END CLIP (5EE PLAN) WITH (2) 3"x0.131" TOENAIL5 3Y; NAI TYPICAL2 STUD G MAIN. ROOF TRU555 TYP I C:AL OVERFRAM I NG TYPICAL TOP PLANE TYP I C:AL WOOD FRS DET, IL L,�P 5PLIC.E DETAIL INALL CORNER DET G.E�.�.��CTION B SCALE: N.T.S. SCALE: N.T.5. SHEAR WALL WITH EDGE — — — - — n — — --I T- — NAILING 4 BLOCKIN6 PER PLANS. ALL LAPS IN MA50NRY 5IW50N 0516 STRAP _ — I CENTERED AT CORNER OF RUNNING BAR OPENING W (26) 2 1/2"x0.131' 1111 18" MIN LENGTH) .II II WINDOW/ .I I 2x4 HORIZONTAL FLAT Foll DOOR I I IJ BLOCKING. OPEN1 G xi I I ST15 LE5 5THAN 114" FROM Cl EDGE OF WINDOW OPENING. 14" (MIN) 14" (MIN) 9 REQUIRED AT ALL OPENIN65 GREATER THAN 36" Z:955 CORNER BAR WIDE 4 AT ALL OPENIN65 LOCATED WITHIN P3 SHEAR WALLS. GROUTED CELL • NOT REQUIRED WHERE PORTAL FRAMES ARE SPECIFIED (5EE PLANS). • DETAIL SIMILAR AT BOTTOM CORNERS OF WINDOW5. TYP I C:ArL EXT. WALL 4 INT. TYP. CORNER VERT. WALL SHE,�RW,4LL OPENING ELEYA�T I ON @Sl�l �RCIN6 III! IL 2xbxl2" P.T. (L OF OPENING CENTER BUCK (1) #5 IN BOND BEAM • ------ ------ • Y2"DIA. J -BOLT* (5EE BELOW) (1) #5 BAR IN PREGA5T LINTEL 2X4 P.T. TOP BUGK (2) #5'5 VERTICAL IN GROUT FILLED�i • iY LELL. IN WALLS GREATER THAN 30" u- Q 2XS P.T. BUCK EACH < 51DE OF OPENING } WIDE, ONLY (1) #5 15 REQUIRED 0, J PROVIDE (5) Y2" DIA. J -BOLT* W/ 5,V2" (1) #5 VERTICAL IN GROUT FILLED CELL • EMBEDMENT AT EACH DOOR BRACKET, (IF REQ'D PER PLAN) < EACH 51DE OF DOOR. PROVIDE (1) Y2" x Wb" THICK HA5HER N/ EACH ENTIRE COLUMN TO ANCHOR ( TO BE 8" MAX ABV. CURBRE5T EQUALBOLT 10 BE GROUT FILLED 5PAGED APPROXIMATELY 24" O.G.) PROVIDE # OF DOWEL5 ® SLAB TO FIN. FL. MATCH VERT. BARS w/ 30" MIN LAP 5PLIGE PROVIDE Y2" DIA. x 6 Y2" LONG 5IMP50N TITEN HO OR APPROVED EQUAL IN NOTE: ALL HOOKS AND 5PLIGE5 TO BE GON5TRUGTED AND SIZED PER NOTES PLACE OF J -BOLT IF M155ED DURING GON5TRUGTION GARA 6E DOOR DOUBLE AI NDC PERT. RE I NFORG I NG nETA I L K G,4Rt, E DOOR BUCK DETA I LL MASONRY P I E1 Wa: Nm X %-,/ LL., (!D rx O sheet SD2*0 v Seal: 1 /15go i S Rollie W AIL d LO 4 ' (!1 J m ®• a FASTEN 2x P.T. WALL PLATE// END P.T. STUD TO GMU WALL w/ Y4" x 4" LONG�' �` �,;"• a' • e`q •.�„ m g •. ��� LL TAPGON 5GREW® 16" O.G. ® INT. 5 2x INTERIOR WALL > ®®�®� �0NA � � 5HEARWALL END 0 - 5EE PLAN n w Q copyright: MULHERN & KULP Structural Engineering, Inc. G. C �m c a a +m 4 M ZW :3 LO ry SHEARWALL INTERSECTION wN 'r�, . CTION IL O SCALE: N CO N N N G. M&K project number, 181-17012 NOTES: -+ BOND -BEAM ••- project mgr S D I 1. 2X PT BUGK5MAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FA5TEN 13UGK TO MASONRY W/ (1) ROW OF %"x4" TAPGON5 6" FROM ER05 drawn RSD AND I6" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. issue date: 06-27- 1 7 E55T ZCAST 2.BUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. HEADER STRUCTURAL GONNEGTION OF WINDOW TO STRUCTURE BY OTHER5 IN THIS REVISIONS: GA5E. date: initial. > 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TINC 2X 11-09-17 MK BUCKED OPENIN6,'U5E (3) ROWS OF 3"x0.131" NAIL5 5TAC76ERED @ 12" O.C. ® EA. 5000E55IVE BUCK. 12-11-17 MK 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE 5RME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) ROW5 OF 2 Y2"x0.131" NAIL5 ® I6" O.G. FA5TEN WINDOW TO 2X PER WINDOW MANUFACTURER'S 5PEG5.' BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER BUCK DETAIL = H 0 - W mmJ0 OZ der X %-,/ LL., (!D rx O sheet SD2*0 v 1-- W AIL d LO d (!1 J 0 LL w > � 0 n w X %-,/ LL., (!D rx O sheet SD2*0 v W AIL d LO d X %-,/ LL., (!D rx O sheet SD2*0 seal, 1/15/2018 TOLERANGE5. ALL DIMENSIONS TO BE HELD WITHIN +,✓ Y4 OUT5IDE ��'0 6 6 ° ®F'1 ��� 2)2X415 E06E 015TANCE EDGE 1 1/211 EDGE 2 1/2" EDGE PER DETAIL DBL. TOP PLT. BEYOND NAILING PATTERN PER NAILING 5GHEDULE ,c� 7 ? aa a -a4 " 311x0.131 "x3" ua COMMONN N N 5EE DETAIL 56 ON _ 11 N i I N i I IZ STRUCTURAL PLANS FOR - I I I I/2 21/2 21/411 z = 211 ADDITIONAL CONNECTION N v % % % % % % % % % % INFO NOT 5HOWN HERE N I I 3"x0.131 "x3" I I Q IN51DE 2X's I I 311x0.131110" 11 11 11 I I COMMON Ii PER DETAIL I I COMMON % % % % % % % % % % % % % © fopyright ; MULHERN & KULP 3x0.131 x3 FA5TEN EAROOF TRU55 TO CMU COMMON ' � � Z % % % % % % % % . Structural Engineering, Inc. OPP. SIDE v I I v I I z V I I 311x0.131"x3"w/ 51MP50N HT5MI6 TW15T 5TRAP. z I I I I I I I I COMMON " % % " % % % % % % % % FASTEN STRAP TO GMU w/ (4),V4" , OPP. 51DE % % % DIA. x 2Y4 LONG TITEN SCREWS c D15TANGE — — —"— _ — — — — — — — — — — — —%— — — PROVIDE M015TURE BARRIER N 8 " FLOOR 5Y5 MBEYOND % % % % % PLATE (51MP50N T55 OR SIM.) @ D C 3"x0.1311��x311 � PER DETAIL_ % EACH TRU55.-4— COMMON '� a OPP. 51DE 1 GMU WALL BEYOND PROVIDE 2x FLAT BLOGKING FIT Y m (2)2X4's (2)2X6 s (2)2X8 s IN51DE PLY NAIL5 NAILED AT 8 O.G. 5TA66ERED. OUT5IDE + _ E OUTSIDE NAIL5 NAILED AT 8" O.G. (2)2X's TIGHT TO ROOF TRUSSES ®EVERY � a NOTE: OTHER BAY FA5TENED TO GMU w/ (3) Z MIN X" HIN05TORM OR EQUIVALENT WALL 5HEATHIN6 TO BE U5ED Y4" DIA. x 3Y2" LONG TAPCON5. N ci A5 UPLIFT RE515TANGE, NO OTHER FA5TENER5 REQ'D. EXCEPT A5 FA5TEN BLOGKIN6 TO ROOF TRU55E5 : (2)2X COLUMN C3) OR (4)2X COLUMN NOTED ON PLANS IN TWO STORY FRAME APPLICATIONS. w/ (2) 3Y4"x0.13111 NAIL5 ® EA. END. W }1 `�' NOTE: ACTUAL NUMBER OF FA5TENER5 NOT 5HOWNAn 1 cu _m ++ n m g . 2X BUILT-UP STUD COLUMN DETAILS N SH�,�TIIN.6111.\I. t11TAIL � R�Ti?O� I T DETAILM �, SCALE: NTS 4 %v IV IV M&K project number: NOTES: p I. UTILIZE 2 -PART EPDXY OR OTHER 1 8 1-17012 ENGINEER APPROVED EQUAL (I.E. 5EE TVP. FOUNDATION 5EE DETAIL 20 ON 5EE DETAIL 21 ON 5IMP5oN ET EPDXY). DETAILS FOR ADDITIONAL project mgr: SDI 5TRUGTURAL PLAN5 FOR 5TRUGTURAL PLAN5 FOR 2. PROVIDE %' PIA. HOLE FOR DOWEL, INFORMATION NOT 5HOWN ADDITIONAL CONNECTION ADDITIONAL CONNECTION BLOW OR BRU5H GLEAN. HERE drawn by: RSD INFO NOT 5HOWN HERE INFO NOT SHOWN HERE 3. FOLLOW MANUF. I145TALLATION IN5TRUCTION5. issuedate: 06-27-17 FUTURE 8° 11 GMU BLOCK #5 VERT. BAR TO BE REVISIONS: FA5TEN EVERY OTHER 055 BLOCKING @ 48 LOCATED PER PLAN -JO15T (w/ WEB BLOGKIN6 A5 I-JO15T5 O.G. FA5TENED To 2x / I-JOI5T5 DRILL 6" INTO EXI5T'GI IN GROUTED CELL date: initial: I REQ'D) TO 2x BLOCKING w/ (I) • -PER PLAN BLOCKING w/ (I) X -PER PLAN SLAB, EPDXY 4 DRIVE SIMPSON A35 CLIP 51MP50N A35 CLIP #5 DOWEL, PROVIDE V I � 11-09-17 MK MIN. 30" LAP 5PLICE I I 12-11-17 MK 9 7 •. N I I z FA5TEN VERY OTHER J015T 70 GMU FA5TEN VERY OTHER J015T TO GMU I ' w/ 51MP50N HT5MI6 TW15T 5TRAP. w/ 51MP50N HT5MI6 TW15T 5TRAP. ° FA5TEN STRAP TO GMU w/ (4) Y4" DIA. FA5TEN STRAP TO GMU w/ (4) Y4" DIA. _ 4. x 2Y4" LONG TITEN 5CREW5 x 2Y4" LONG TITEN 5GREW5 GRADE � I ° III I I= .,4' 1 I=1 2x6 FLAT BLOCKING (BETWEEN I -JOIST 2x6 FLAT BLOGKING TO EA. 51DE OF = _ _ _ ' I=1 I=1 I I=1 Ii ,I - I6" MIN. LENGTH) FA5TENED DOWN TO 05B BLOGKIN6 (16" MIN. LENGTH) -III—III—III—III a . I I—III—III I I- TI I—I I_I I_I I I .. I—I I I—I I I—I I DCJGMU wl (3)Y41� DIA. x 3Y2' LONG FA5TENED DOWN TO GMU w/ (3) Y4" DIA. O —III=I I I—I I III=1 I I=1 1- _ _� IN TAPGONS 0 EA BAY. FASTEN RIMIN x 3Y2' LONG TAPGONS. FASTEN RIM _1 ' I � I—T=1 I I `: ��;' '� a° . 1=1 � 1=1 � 1- BOARD, THRU WALL 5HT6., TO 2x BOARD, THRU WALL 5HT6., TO 2x a I I I I I I I I I- BLOGKIN6 w/ 3"x0.131" NAIL5 @ 3" ox.. BLOCKING w/ 3"x0.131" NAIL5 ® 3" o.c. '=1 11.=1 I=1 I I III 0 N R TROT= IT DETAIL RETROFIT DET, I L 5 M 155En DOWEL RETROFIT DETAIL " •_ " SCALE: NTS SIM. ®GMU STEM f'OR PROPPED E Q SCALE:SCALE: 3/4 - I -O I1i.. REFER TO CONNECTION REFER TO CONNECTION 5PEGIFIGATION5 CHART ON 50.0 5PEGIFIGATION5 CHART ON 50.0 FOR J015T / RIM BOARD I -JOISTS FOR J015T / RIM BOARD CONNECTION TO TOP PLATE T(5EE PLAN CONNECTION TO TOP PLATE 1 -JOISTS (5EE PLAN 1,_I W BLOGKIN6 IF REOD. n BY JOIST,MANUF. RIM BOARD OR BLK6 I-JO15T5 —1 PER J015T MNF. (5EE PLAN) REFER TO DETAIL 3/5DI.0 OR INTERIOR 5R6. REFER TO DETAIL 3/501.0 OR INTERIOR BR6. v w 4/5DI.0 FOR SOLE PLATE WALL (5EE PLAN) 4/501.0 FOR 50LE PLATE WALL (5EE PLAN Z CONNECTION TO CONCRETE CONNECTION TO CONCRETE ,_., L.L.I iii O Q L1 z O (C) lx LL V-4 0 TYPICAL INTERIOR BEARING HALL DETAIL X TYPIG�L �11r:�AR11�1111�ALL�11ETAIL� SCALE: 8/4":I'.p" PERI°�pIGULAR FRArMIN6 SCALL°= �IN�171R�10R O I N II sheet: SD2* 2x EXTERIOR WALL GCC nl AAI r -/'%n G11C A'r1111d1- seal: 1/15/2018 o% piiife�e "fir m °° iATIZ F ®®F FA5TEN ROOF 5HEATHING TO END FA5TEN ROOF 5HEATHIN6 TO 2x BLOCKING ®�, '„� TRU55 OR 2x4 NAILER w/ 23/8"X0.113° w/ 2%,"X0.113" R.5. NAIL5 ® 6110.6. � a FA5TEN TOP CHORD OF R.S. NAILS ®6" O.G.�� ROOF TRU55 OR 2X4 2X4 BLOGKIN6 IN EA. M55 BAY Q copyright ; MULNERN & KULP �`� ���• u�• ��� NAILI=R THRU WALL FA5TENED TO EACH GRO551N6 structural Engineering, Inc. EXTERIOR WALL 5HT'G. TO 2x EXTERIOR WALL AND CONNECTION SPI=GS. FASTEN 50LE PLATE TO RIM 5HEATHING TO EXT. STUD wl (2)3Yz"x0.131" NAILS -5EE PLAN FOR 5HEATHIN6 BOARD w/ 3"x0.131" NAIL5 ® 6" O.G. WALL 5TUD5 w/ 3"x0.131" RUN GONTINUOU5 FULL HEIGHT AND CONNECTION 5PEG5: OF WALL FROM BOTTOM OF EXTERIOR WALL 5HT'6. TO NAIL5 ® 16" o.c. RUN GONTINUOU5 FULL HEIGHT I Ya' FULL DEPTH 056 BLOGKIN6 ® ROOF TRUSSES C1 rn RIM TO DOUBLE TOP PLATE �� 2x EXTERIOR WALL - FASTEN SOLE PLATE TO RIM w/ OF WALL FROM BOTTOM OF 48 o.c. ALONG WALL (I5T BAY ONLY) FASTEN 50LE PLATE OF ®24"o.c. -5EE PLAN FOR 5HEATHING 2 Y2'x0.131" m 3" O.G. INTO 3"x0.131" NAIL5 w 6" O.G. 8 5HEATHING RIM TO DOUBLE TOP PLATE FA5TEN 5HEATHIN6 TO EA. BLOCK w/ (5) 5HEAR� HALL TO 5HEATHIN6 SHEAR WALL AND CONNECTION 5PEG5. m �i #S SCREWS OR (5)2 Y2 x0.131 NAIL5. w/ 3 Y4 x0.131 NAILS ®6 O.G. r 50LE PLATE TO RIM w/ 2 2 x0.131 NAIL5 ®6 O.G. 2 Y2 x0.131 ®3 O.G. INTO 50LE -5EE PLAN PLATE FASTEN SHEATHING TO Y8" (MIN.) 05B RIM BOARD 5HEATHING SPLICE SHALL OGGUR OVER FASTEN SOLE PLATE OF WALL TO FLUSH � • I -JOISTS I Y8' (MIN.) o5B RIM BOARD. I -JOISTS FLUSH BEAM w/ 2 Y2 x0.131 2x 50LE PLATE w/ 2 Y2 x0.131 NAIL5 FASTEN TO EA. I -JOIST ® TOP 4 NAIL5 ® 6" O.G. BEAM w/ 3"x0.131" NAILS ® WO.G. `�" — PER PLAN FA5TEN RIM TO EA. BLK6 -PER PLAN 3 O.G. OR PROVIDE DONT. SHTG. TO BOTTOM CHORD w/ (2) 3 Y4"x0.131" X BOTTOM OF FLUSH BEAM o NAIL5 PANEL w/ (3)3Y4"x0.131" NAIL5 • 5HEATHIN6 5PLIGE 5HALL OCCUR OVER Z u� $ 2 Y2°x0.13" ® 3" O.G. INTO RIM x MIN.. " • ROOF TRUSSES I-J015P AN — 2x SOLE PLATE w/ 2Y2'x0.131° NAILS ® i 2Y2 x0.131 ®3 O.G. INTO RIM „ L 3 O.G. OR PROVIDE CONT. 5HT6. TO y r~ BOARD i --- ®24 O.G. FASTEN RIM TO GMU BOND BOARD BOTTOM OF FLUSH BEAM W FASTEN EVERY 05B BLOCKING TO FLUSH BEAM cn FASTEN EVERY OTHER I-JO15T (w/ WEB FASTEN RIM TO GMU BOND -5EE PLAN E BEAM w/ 51MPSON HETAI6 BOND BEAM w/ (I) 5►MPSON HETAI6 HANGER _ �° � • SLOGKING BOTH 51DE5) TO BOND BEAM BEAM w/ 51MP50N HETAI6 +� EMBEDDED STRAP ®24 O.G. (4S O.G. MAX) w/ (1) 51MP50N HETAI6 (48" O.G. MAX) EMBEDDED 5TRAP m 24" O.G. FASTEN BOTTOM CHORD OF ROOF -BY TRU55 MANUF. ....I c VERT WALL REINF. TO 8" GMU BOND BEAM VERT WALL REINF. TO 8" GMU BOND BEAM i 5O1 PLAN TRU55 OR 2x4 NAILER TO BEAM w/ EXTEND INTO BOND BEAM 3 x0.131 NAIL5 ®I6 o.c. II � • W/ (1) #5 CONT. EXTEND INTO BOND BEAM W/ (I) #5 CONT. (D a 8" REINF. GMU WALL 5" REINF. GMU WALL FA5TEN EA. END OF -5EE PLAN FOR VERT. -5EE PLAN FOR VERT. FLU5H BEAM TO MA50NRY 4 HORZ. REINF: 5PEG5 4 HORZ. REINF. 5PEG5 w/ (I) 5IMP50N HETAI6 FLUSH BEAM-5EE PLAN 20 S U N21 SECTION 26SECTION 2q 5HT1ONl'-0" SGfrLr: S/4"=1'-0" 9GALL: S/4"=I'-0" SGAJ.C: S/4"=1' -O' M&K project number. 181-17012 proled mgr S D I drawn by: RSD iisssuedate: 06-27-17 FA5TEN ROOF 5HEATHING TO 2x BLOCKING w/ 28"X0.113" REVISIONS: R.S. NAIL5 @ 6110.6. 2x6 BLOGKIN6 IN EA. TRU55 BAY 2x4 GATS @ 1611O.G. ROOF TRUSSES Ya FA5TENED TO EACH GRO551N6 FA5TENED TO GABLE END FASTEN 5HEATHIN6 TO 2x4 2x4 BLOGKIN6 w/ ® 24"O.G. STUD wl (3)3'x0.131" NAIL5 TRU55 w/03"x0.131" BLOGKIN6 w/ 23/8"X0:113" OW/4"X0.131"TOENAIL5. PROVIDE (1) R.5. NAIL5 ® 4"O.G. TOENAIL5 EACH END 51MP50N H3 GLIP OVERHAN65 > 12" FA5TEN ROOF 5HEATHIN6 x x x > 3 date: initial: 11-09-17 MK 12-11-17 MK 5EE DETAIL 20 _ _ TO FASCIA WITH 2/8 X0.113 FOR ADDITIONAL 6YP5UM BOARD R.5. NAIL5 ® 6" O.G. CONNECTION INFO 8 FA5TEN ROOF 5HEATHIN6 TO PER ARCH FOR I -4 MAX 2 -0 MIN 514T6. FA5TENIN6 FA5GIA WITH 010"X0.113" R.S. FIREPROOFING i" NAIL5 ®6" O.G. ROOF 5HT6 i i NAIL5 4 x0.131 7 GABLE END VERTICAL WEB SHALL BE 0 REINFORGIN6 A5 REOURIED CONT. MIN 5EE UPLIFT CONNECTOR -JOISTS BY TRU55 MANUF. ONTO ROOF OF -PER PLAN 2x FA5GIA o SCHEDULE ON PLANS FOR -SEE ARCH CONNECTOR SPI=GIFIGATIONS PROVIDE M015TURE BARRIER HANGER ° ' •' 2x FA5GIA , S" GMU BOND BEAM PLATE (5IMP50N TSS OR SIM) + W -BY TRU55 MANUF. -5EE ARCH 5EE UPLIFT CONNECTOR 3 Y4"x0.13►" TOENAIL5 @ 12" W/ (1) #5 GOVT. ® EACH TRU55. 2x 5HEAR WALL 56HEPULE ON PLAN5 FOR O.G. GONNEGTING BOTTOM ,,� 2 - 5EE PLAN FOR CONNECTOR 5PEGIFIGATION5 CHORD TO TOP PLATE - REINF. GMU WALL -5EE PLAN FOR PERT. PERT WALL REINF. TO { I' SPEGIFIGATIONS. FASTEN ROOF TRUSS TO 4 HORZ. REINF. 5PEG5 EXTEND INTO BOND BEAM VERT WALL REINF. TO S GMU BOND BEAM FASTEN BOTTOM CHORD OF S DOUBLE TOP .PLATE w/ GABLE END TRU55 TO TOP PROVIDE 2x4 BLOCKING EXTEND INTO BOND BEAM W/ (I) #5 GOVT. 2x4 BRAGS w/2x4 (3) 3Y4"x0.131" TOENAILS PLATE WITH 5IMP50N A35 ® 45" O.G. IN FIR5T (3) GLIP5 @ 32" O.G. T -BRAGS, SPACED BAY5 OF ROOF W REINF. GMU WALL 4'-O" O.G. MAX. FA5TEN TRU55E5-GUT TO FIT -5EE PLAN FOR VERT. 2x4 TO 'T' w/ 3 Y4"x0.131" TIGHT BETWEEN TRU55 4 HORZ. REINF. 5PEG5 FASTEN BOTTOM OF 2x4 NAIL5 o 12" O.C. BOTTOM GHORDS BRACE TO DBL. TOP SECT I ON PLATE 2 5T & W2)3 41 XPSON FA5TEN DRYWALL TO 5 GTI ON 51 DETAIL ' BLOGKIN6 w/5GREW5 56 . 3 I SGN.E: 3/�"=1'„a• O 5G,4t.3: 3/4"■I'-0" TOENAIL5 WALE: 314'4-0' /NAIL5 ®6 O.G. SCAN': 0/4'sI -0 UO C-) 2x EXTERIOR WALL GCC nl AAI r -/'%n G11C A'r1111d1- seal: 1/15/2018 o% piiife�e "fir m °° iATIZ F ®®F FA5TEN ROOF 5HEATHING TO END FA5TEN ROOF 5HEATHIN6 TO 2x BLOCKING ®�, '„� TRU55 OR 2x4 NAILER w/ 23/8"X0.113° w/ 2%,"X0.113" R.5. NAIL5 ® 6110.6. � a FA5TEN TOP CHORD OF R.S. NAILS ®6" O.G.�� ROOF TRU55 OR 2X4 2X4 BLOGKIN6 IN EA. M55 BAY Q copyright ; MULNERN & KULP �`� ���• u�• ��� NAILI=R THRU WALL FA5TENED TO EACH GRO551N6 structural Engineering, Inc. EXTERIOR WALL 5HT'G. TO 2x EXTERIOR WALL AND CONNECTION SPI=GS. FASTEN 50LE PLATE TO RIM 5HEATHING TO EXT. STUD wl (2)3Yz"x0.131" NAILS -5EE PLAN FOR 5HEATHIN6 BOARD w/ 3"x0.131" NAIL5 ® 6" O.G. WALL 5TUD5 w/ 3"x0.131" RUN GONTINUOU5 FULL HEIGHT AND CONNECTION 5PEG5: OF WALL FROM BOTTOM OF EXTERIOR WALL 5HT'6. TO NAIL5 ® 16" o.c. RUN GONTINUOU5 FULL HEIGHT I Ya' FULL DEPTH 056 BLOGKIN6 ® ROOF TRUSSES C1 rn RIM TO DOUBLE TOP PLATE �� 2x EXTERIOR WALL - FASTEN SOLE PLATE TO RIM w/ OF WALL FROM BOTTOM OF 48 o.c. ALONG WALL (I5T BAY ONLY) FASTEN 50LE PLATE OF ®24"o.c. -5EE PLAN FOR 5HEATHING 2 Y2'x0.131" m 3" O.G. INTO 3"x0.131" NAIL5 w 6" O.G. 8 5HEATHING RIM TO DOUBLE TOP PLATE FA5TEN 5HEATHIN6 TO EA. BLOCK w/ (5) 5HEAR� HALL TO 5HEATHIN6 SHEAR WALL AND CONNECTION 5PEG5. m �i #S SCREWS OR (5)2 Y2 x0.131 NAIL5. w/ 3 Y4 x0.131 NAILS ®6 O.G. r 50LE PLATE TO RIM w/ 2 2 x0.131 NAIL5 ®6 O.G. 2 Y2 x0.131 ®3 O.G. INTO 50LE -5EE PLAN PLATE FASTEN SHEATHING TO Y8" (MIN.) 05B RIM BOARD 5HEATHING SPLICE SHALL OGGUR OVER FASTEN SOLE PLATE OF WALL TO FLUSH � • I -JOISTS I Y8' (MIN.) o5B RIM BOARD. I -JOISTS FLUSH BEAM w/ 2 Y2 x0.131 2x 50LE PLATE w/ 2 Y2 x0.131 NAIL5 FASTEN TO EA. I -JOIST ® TOP 4 NAIL5 ® 6" O.G. BEAM w/ 3"x0.131" NAILS ® WO.G. `�" — PER PLAN FA5TEN RIM TO EA. BLK6 -PER PLAN 3 O.G. OR PROVIDE DONT. SHTG. TO BOTTOM CHORD w/ (2) 3 Y4"x0.131" X BOTTOM OF FLUSH BEAM o NAIL5 PANEL w/ (3)3Y4"x0.131" NAIL5 • 5HEATHIN6 5PLIGE 5HALL OCCUR OVER Z u� $ 2 Y2°x0.13" ® 3" O.G. INTO RIM x MIN.. " • ROOF TRUSSES I-J015P AN — 2x SOLE PLATE w/ 2Y2'x0.131° NAILS ® i 2Y2 x0.131 ®3 O.G. INTO RIM „ L 3 O.G. OR PROVIDE CONT. 5HT6. TO y r~ BOARD i --- ®24 O.G. FASTEN RIM TO GMU BOND BOARD BOTTOM OF FLUSH BEAM W FASTEN EVERY 05B BLOCKING TO FLUSH BEAM cn FASTEN EVERY OTHER I-JO15T (w/ WEB FASTEN RIM TO GMU BOND -5EE PLAN E BEAM w/ 51MPSON HETAI6 BOND BEAM w/ (I) 5►MPSON HETAI6 HANGER _ �° � • SLOGKING BOTH 51DE5) TO BOND BEAM BEAM w/ 51MP50N HETAI6 +� EMBEDDED STRAP ®24 O.G. (4S O.G. MAX) w/ (1) 51MP50N HETAI6 (48" O.G. MAX) EMBEDDED 5TRAP m 24" O.G. FASTEN BOTTOM CHORD OF ROOF -BY TRU55 MANUF. ....I c VERT WALL REINF. TO 8" GMU BOND BEAM VERT WALL REINF. TO 8" GMU BOND BEAM i 5O1 PLAN TRU55 OR 2x4 NAILER TO BEAM w/ EXTEND INTO BOND BEAM 3 x0.131 NAIL5 ®I6 o.c. II � • W/ (1) #5 CONT. EXTEND INTO BOND BEAM W/ (I) #5 CONT. (D a 8" REINF. GMU WALL 5" REINF. GMU WALL FA5TEN EA. END OF -5EE PLAN FOR VERT. -5EE PLAN FOR VERT. FLU5H BEAM TO MA50NRY 4 HORZ. REINF: 5PEG5 4 HORZ. REINF. 5PEG5 w/ (I) 5IMP50N HETAI6 FLUSH BEAM-5EE PLAN 20 S U N21 SECTION 26SECTION 2q 5HT1ONl'-0" SGfrLr: S/4"=1'-0" 9GALL: S/4"=I'-0" SGAJ.C: S/4"=1' -O' M&K project number. 181-17012 proled mgr S D I drawn by: RSD iisssuedate: 06-27-17 FA5TEN ROOF 5HEATHING TO 2x BLOCKING w/ 28"X0.113" REVISIONS: R.S. NAIL5 @ 6110.6. 2x6 BLOGKIN6 IN EA. TRU55 BAY 2x4 GATS @ 1611O.G. ROOF TRUSSES Ya FA5TENED TO EACH GRO551N6 FA5TENED TO GABLE END FASTEN 5HEATHIN6 TO 2x4 2x4 BLOGKIN6 w/ ® 24"O.G. STUD wl (3)3'x0.131" NAIL5 TRU55 w/03"x0.131" BLOGKIN6 w/ 23/8"X0:113" OW/4"X0.131"TOENAIL5. PROVIDE (1) R.5. NAIL5 ® 4"O.G. TOENAIL5 EACH END 51MP50N H3 GLIP OVERHAN65 > 12" FA5TEN ROOF 5HEATHIN6 x x x > 3 date: initial: 11-09-17 MK 12-11-17 MK 5EE DETAIL 20 _ _ TO FASCIA WITH 2/8 X0.113 FOR ADDITIONAL 6YP5UM BOARD R.5. NAIL5 ® 6" O.G. CONNECTION INFO 8 FA5TEN ROOF 5HEATHIN6 TO PER ARCH FOR I -4 MAX 2 -0 MIN 514T6. FA5TENIN6 FA5GIA WITH 010"X0.113" R.S. FIREPROOFING i" NAIL5 ®6" O.G. ROOF 5HT6 i i NAIL5 4 x0.131 7 GABLE END VERTICAL WEB SHALL BE 0 REINFORGIN6 A5 REOURIED CONT. MIN 5EE UPLIFT CONNECTOR -JOISTS BY TRU55 MANUF. ONTO ROOF OF -PER PLAN 2x FA5GIA o SCHEDULE ON PLANS FOR -SEE ARCH CONNECTOR SPI=GIFIGATIONS PROVIDE M015TURE BARRIER HANGER ° ' •' 2x FA5GIA , S" GMU BOND BEAM PLATE (5IMP50N TSS OR SIM) + W -BY TRU55 MANUF. -5EE ARCH 5EE UPLIFT CONNECTOR 3 Y4"x0.13►" TOENAIL5 @ 12" W/ (1) #5 GOVT. ® EACH TRU55. 2x 5HEAR WALL 56HEPULE ON PLAN5 FOR O.G. GONNEGTING BOTTOM ,,� 2 - 5EE PLAN FOR CONNECTOR 5PEGIFIGATION5 CHORD TO TOP PLATE - REINF. GMU WALL -5EE PLAN FOR PERT. PERT WALL REINF. TO { I' SPEGIFIGATIONS. FASTEN ROOF TRUSS TO 4 HORZ. REINF. 5PEG5 EXTEND INTO BOND BEAM VERT WALL REINF. TO S GMU BOND BEAM FASTEN BOTTOM CHORD OF S DOUBLE TOP .PLATE w/ GABLE END TRU55 TO TOP PROVIDE 2x4 BLOCKING EXTEND INTO BOND BEAM W/ (I) #5 GOVT. 2x4 BRAGS w/2x4 (3) 3Y4"x0.131" TOENAILS PLATE WITH 5IMP50N A35 ® 45" O.G. IN FIR5T (3) GLIP5 @ 32" O.G. T -BRAGS, SPACED BAY5 OF ROOF W REINF. GMU WALL 4'-O" O.G. MAX. FA5TEN TRU55E5-GUT TO FIT -5EE PLAN FOR VERT. 2x4 TO 'T' w/ 3 Y4"x0.131" TIGHT BETWEEN TRU55 4 HORZ. REINF. 5PEG5 FASTEN BOTTOM OF 2x4 NAIL5 o 12" O.C. BOTTOM GHORDS BRACE TO DBL. TOP SECT I ON PLATE 2 5T & W2)3 41 XPSON FA5TEN DRYWALL TO 5 GTI ON 51 DETAIL ' BLOGKIN6 w/5GREW5 56 . 3 I SGN.E: 3/�"=1'„a• O 5G,4t.3: 3/4"■I'-0" TOENAIL5 WALE: 314'4-0' /NAIL5 ®6 O.G. SCAN': 0/4'sI -0 LETTERED DETA<I L5 ARE TYPICAL FOR NUMBERED DETAI L5 ARE PLAN TH 15 HOME $ 5HALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY INDICATED DETArIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. x C0 I LL V 0 sheet: SD2*2 UO I-~ 0 LL T D > Ox Q c� LLJ � i -i-1 0 d � LETTERED DETA<I L5 ARE TYPICAL FOR NUMBERED DETAI L5 ARE PLAN TH 15 HOME $ 5HALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY INDICATED DETArIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. x C0 I LL V 0 sheet: SD2*2