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Vu <br /> sr <br /> COMPOSITION ROOFING ON I� L <br /> 15»FELT UNDERLAYMENT MFR TRUSSES PER ytt�� <br /> ON 1/16'PLY OR OSB PLAN®24'O.C. PER �J <br /> SHEATHING TYPICAL. MFG SPECS.?YP. <br /> 2x3?RIM BOARD <br /> O <br /> 12 COMPOSITION ROOFING IX2 BATTENS a 12'O.C. Q <br /> 124 ON R/S PLY SIDING O7� <br /> 5/4'x 10'BARGE BID %uCRICKET N <br /> TOP PLATE W/1x3 TRIM AT GABLES 124 cv <br /> _ Tom <br /> TOP PLATE O Kl <br /> W � s <br /> 00F a :3 Lij <br /> EXIST.CONC. IC <br /> SUB FLOOR SLAB zzl <br /> 6'BEVEL SIDING Q <br /> SUB FLOOR _ _ _ _ _ <br /> U <br /> 5/4 x 4 CORDER BOARD W <br /> ff <br /> SECTION A <br /> FRONT ELEVATION PROPOSED PROPOSE® <br /> ©2022 RECTOR RESIDENTIAL DESIGN, INC SCALE = 1i4'= 1'-0' ELEVATION/ ROOF <br /> TYPICAL ROOF CONSTRUCTION ©2022 RECTOR RESIDENTIAL DESIGN, LLC SCALE : 1/4'= 1'-0' HRAMING PLAN S <br /> - COMPOSITION ROOF SHINGLES SECTION <br /> - I5•ROOFING FELT <br /> - 1/16"SHEATHING RATED 24/16 <br /> - STRUCTURAL SYSTEM AS NOTED ON FRAMING PLAN <br /> -NET OPENING AREA MINIMUM 1/150 OF VENTED AREA <br /> OR 1/300 IF 50 o-BO o OF VENTING NEAR TOP OR <br /> VAPOR RETARDER <br /> TYPICAL WALL CONSTRUCTION o <br /> - SIDING AND/OR VENEER PER ELEVATION Z <br /> TYPICAL FLOOR CONSTRUCTION <br /> -FINISHED FLOOR PER PLANS Lu <br /> ^p <br /> EXIST.SLAB ON GRADE 1/51.1 LuEXIST.SLAB <br /> EXIST.CRAWL ON GRADE <br /> SPACE NEW C i.MONO.FTG <br /> L - - - - - - - - fie e L - <br /> 7 <br /> � - - - - - - - - - - - <br /> 15'-11' <br /> EXIST.FOUNDATION STHD14 STHD14 PROVIDE(3)#4X18"long ice' <br /> WALL a FOOTING rebar dowels.EMBED ,�! <br /> DOWELS 51/2"IN SIMPSON 'lh <br /> ET3G EPDXY <br /> FOUNDATION < <br /> ©2022 RECTOR RESIDENTIAL DESIGN, INC SCALE : 1/4'= I'-0' CRICKET CRICKET z _ <br /> ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OVE FRAMING <br /> LL <br /> SOFFIT,VENT,AND INSULATE ALL CANTILEVERED AREAS O <br /> PROVIDE SOLID BLOCKING OVER SUPPORTS 4X8 DF#2 HDR W <br /> ALL FOOTINGS TO REST ON UNDISTURBED SOIL 0 <br /> PROVIDE SUPPLEMENTAL JOISTS/BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN !1 <br /> ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED(U.N.O.) N <br /> - PROVIDE COPY OF CONCRETE "BATCH TICKET'ON SITE FOR REVIEW BY BUILDING OFFICIAL <br /> These plans are copyrighted In <br /> accordance with federal <br /> statutes. Payment of USB fee is <br /> ROOF FRAMING PLAN PROP05E D due Rector Residential Design, <br /> LLC.prior to construction for <br /> each structure built from these <br /> plans. Reproduction by any <br /> ©2022 RECTOR RESIDENTIAL DESIGN, INC SCALE : 1/4'= It-0' <br /> method of <br /> wthoutt.1ttet perm.lon <br /> ALL BEAMS AND HEADERS TO BE 6X8 DF-2 AT 2X6 BEARING WALLS,U.N.O.,6'-O"MAX.SPAN / from Rector Residential Design, <br /> LLC.is expressly prohibited. <br /> ALL BEAMS AND HEADERS TO BE 4XIO DF•2 AT 2X4 BEARING WALLS,U.N.O.,6'-0'MAX.SPAN These drawings and all prints <br /> SHADED AREAS INDICATE OVERFRAMING,2X6 0 24'O.G.,U.N.O. CUT EXISTING ROOF BLOCKIN 3 TO ALLOW NEW therefrom remain the property of <br /> BEARING WALLS ARE INDICATED AS SHADED WALLS TRUSSES BEAR ON Rector Residential Design,LLC. <br /> PROVIDE VENTED BLOCKING AT REQUIRED TRUSS/RAFTER BAYS EXISTING WALLS <br /> ALL MANUFACTURED TRussEs: G�1B A LG REVISIONS <br /> �oF s1f <br /> »SHALL NOT BE FIELD ALTERED WITHOUT ENGINEER'S APPROVAL 1/S3.1 .� '� INT.DATE REV. <br /> »SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION <br /> »SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATION 1/S3.1 - - <br /> z <br /> »SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS <br /> FO <br /> IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED BY THE TRUSS SUPPLIEROA I STBRF', 71 NAL <br /> THAT TRUSS LAYOUT SHALL SUPERCEDE THE TRUSS LAYOUT INDICATED IN THE PLANS. <br /> PROVIDE TRUSS LAYOUT AND SPECS ON SITE FOR INSPECTION. GL.Z(061$23 <br /> W PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED(U.N.O.) <br /> X8 D #2 HDR 9223 DESIGNER: 0 <br /> 415.24 DRAFTER: 0 <br /> SWI <br /> GAI LE END TRUSS SW1 DATE: 05/11/18 <br /> PROJECT NO: 0 <br /> 2/53.1 <br /> NOTE' le <br /> NOTE: 'L=,"fE SHEET NO: <br /> REFER TO STRUCTURAL SHEETS FOR SHEAR CONTRACTOR TO VERIFY ALL DIMENSIONS AND <br /> CONDITIONS OF PROJECT AND REPORT ANY NOTE:1. EXISTING WALLS ARE ASSUMED TO MEET THE NAILING AND SHEATHI <br /> WALL SCHEDULE AND ENGINEERING PLAN q-11561CNS/DISCREPANCIES To DESIGNER PRIOR <br /> WHICH CONTAIN DETAIL REFERENCES AND/OR TO COMMENCING WOR, DESIGNER SHALL NOT BE REQUIREMENTS OF"SW1"IN THE SHEARWALL SCHEDULE. GC SHALL MFR.COMMON TRUSSES e 2a'o.c. <br /> AS PER Mf-G.SPECS.iYP. <br /> INSTRUCTIONS PERTAINING TO EACH SHEAR RESPONSIBLE FOR DISCREPANT CONDITIONS <br /> WALL INDICATED IN THIS PLAN. RESULT colFRTR`Acio UNAUTHORIZED WOW PEFFORMED VERIFY. <br /> R r 2.SHEATHING CAN BE PLACED AT INSIDE FACE OF THE SHEAR WALL. <br /> 3.HDU4-SDS2.5 HOLDOWNS ARE ACCEPTABLE. <br />