Loading...
ENG LETTERREAR OF HOME <_ C� C O LU 42'-0"f (EXISTING) 0 CC) z z N X 0 i N L1J (5 N z U 0 Z 0 CONT. 2x8 No.2 < 0 W SPF R. FASTEN NEW OVERDECKED TO EA. TRUSS 2x8 RAFTERS PER 7 16" W/(,3) -10d NAILS / J n O OSB PLAN (24/16 SPAN RATING) (n N v a` ) C/) NEW 2x12 Z M N RAFTERS PER r _ n js M w 12 PLAN J 0 ® CO r F �r� 12 4(f) - _z . �xUc ILL LLI ---------.----i�---------- -. \' \ -__-- __ ----_ ---_ - _- ------ - ---_-.---- 1 W Il a LL --------- _Z LU W O o �� EXISTING 2x6 SLOPED RAFTERS I I LLJ EXISTING ROOF / Q TRUSSES SHOWN TO REMAIN AS CEILING JOISTS. < 51.0 TIE TO NEW RAFTERS AT---- I SCHEMATICALLY TIE � MIDSPANW WITH 2x4 BRACE I I AND (3)-10d NAILS EA. END (� 4 51.0 U O REFERENCE ELEVATION 0'-0" (EXISTING FIN. FLR) This drawing and the design shown are the property of ------ ®.�.®�m..��.�®®.®,. ®��,�,®,�,a„�®�,m���®®,m ®�,� Fleming and Associates, P.A.. The reproduction, copying or ®�("® �' other use of this drawing without their written consent is "- - - - - prohibited and any Infringement will be subject m legal action. ------------------- ------------------- L © Fleming 2017 1 PROJECTNAME I I I I I I I LL I I I I =III-T_I-111-III=111=' �-��II -IT-III-III=1I I-- ---�,,,_ �_ I +-111= I I I-1 J _ W PARTIAL ROOF FRAMING PLAN 1 PARTIAL BUILDING SECTION z Z F-- _ 1/4" = 1'-0" S1.0 T 3/8" = 1'-0° S1.0 O 0 N 24 MIN LAP EV RY T7A SEE 2/S1.0 - EXISTING WALL FRAMING TO USP U��N RAFTER REMAIN. WHERE NEW FRAMING IS I_=- U I + REQUIRED, PROVIDE 2x4 SPF LU Z I ILL + STUD GRADE STUDS w/7/16" loll"III - - U _ e Q O ir �T j O + ir + + + OSB SHEATHING (24/16 SPAN "" O 11111/ RATING. FASTEN AT 6"o/c EDGE, LL AM 12"o/c FIELD C O N Q (8)-10d sEnl LL CO NAILS MINYMAX FON COILENED T AP 36" DBL TOP FL EXISTING FLOOR BAND AND EMBEDDED INTO titlUlfrr SEE 2/51.0 FRAMINGGROUTED CMU CELL }�� t1 (+A qo /y�f ------a SEAL --------- ----__ :--- --- - - ------ 8" CMU 37$ 7 EXISTING TRUSSES' USP RT7A EXISTING 2x6 rrltll{Nttt TO REMAIN EA. NEW RAFTERS TO REMAIN 03/30/17 STUD AS CEILING JOISTS PROJECT OCATION ELEV=8'-01/2„t rl-rTT-T n- -- TT T/EXIST. TOP PLATE EXISTING STUDS -i �,--� HARNE TO REMAIN-_� �i�. a COUN� NORTH NEW FOOTING. MINIMUM CAROLINA DIMENSIONS = 16" WIDE x 10" THICK w/(3)-#5 CONTINUOUS SECTION 5SECTION 3 DOWELED 5" INTO EXISTING 14 3/4" = S1 .0, MASONRY PIER FOOTING S1-0 / ,-0 rr 3/4"- PROJECTTEAM DESIGNED BY: JLK Scope of Work: Framing Notes DRAWN BY: NEW ROOF FRAMING, Design framing modifications required for new roof to clear span rear 1. All structural wall studs, jamb studs, blocking, and roof bracing are JLK SEE PLAN AND DETAILS sunroom at existing home. Provide headers for new door/window permitted to be Spruce Pine Fir (SPF) Stud Grade. All headers are to CHECKED BY: SEE 2/S 1 .0 � � openings at rear sunroom of home. be No.2 SPF (minimum). All cap and sill plates are to be No.2 SPF. 13F X I I N 2. All wood beams/headers in contact with concrete, masonry, or steel will General Notes and Limitations: be treated or a moisture barrier is to be provided. REVISIONS 1. The inspection is limited to items visible to view. If damage or 3. Miscellaneous headers required in walls will be provided by the NO. REASON DATE substandard existing framing is encountered, Contact our office for conractor. BLOCK FIRST CLG JST SLOPE TOP IL' WITH further inspection. 4. All field nailing will comply with the NORTH CAROLINA STATE BAY w/2x4's AT EXISTING CLG JOISTS. 2. A structural evaluation or upgrade of the entire building to current RESIDENTIAL BUILDING CODE Fastening Schedule table R602.3(1) ------------- Villi building ode re ----- - 24'o c. FASTEN EA. FASTEN TO UNDERSIDE g requirements performed. / P unless noted otherwise. - - - IIIIA _ _ _ _ _ _ __ _ 1 END w/(3) -10d NAILS OF JOISTS (PROVIDE 3. Inspection is limited to structural items only. Consult with plumbing, 5. Protide bottom bearing metal hangers at all wood members that frame _ _ ELLV=B'-1 /2 ADD'L BLOCKING AS g q ER BEARING mechanical, electrical engineers, and architect as required for other to ft sides of other members. Follow nailing schedule of manufacturer . - RAFf+ + + + + + REQUIRED FOR Items. for all metal straps and connectors. sHEErT TLE ATTACHMENT) 4. Roof design is to be by others and is not in our scope of work. 6. All metal connectors and anchors, or approved equals, will be ffir EXISTING 2x6 RAFTERS TO USP RT7A I 11)2" t OVERHANG AND BOXING 2x4 WALL TIE AT BOTT, 5. Contractor to field verify all dimensions. All existing dimensions are connected per the manufacturer's recommendations. REMAIN AS CEILING JOISTS EA. NEW PER CONTRACTOR MIDDLE AND TOP OF approximate. 7. Miscellaneous framing not shown on the structural drawings may be PARTIAL ROOFRAFTER I EXIST. WALL. FASTEN 6. All work is to comply with the 2012 INC Residential Building Code required in some areas. Contractor will provide all framing required to FRAMING PLAN w/(3) -10d NAILS Fl . inclusive of ACI 318-08 and the National Design Specification (NDS) complete the project. , EXISTING WALL INFILL c+ for Wood Construction 2005 Edition. NOTE) SIDE STUDS FROM REMOVED 7. Presumptive allowable soil bearing � SEE 5/S1.0 P � g pressure at infill footings = , + ++ OPENINGS 1500psf.Contractortoadequatelycompactsubgradetoprovide AND DETAILS 2x4 INFILL WALL + + + COMPRISED OF 2x4 adequate bearing for new footings. I � STUDS ®16"o/c 8. Materials: V vivi Wood framing - See Framing Notes and details Concrete - fc=3,000psi SEE 5 S1.0 Steel Reinforcement / fy=60ksi deformed bars Wood Sheathing - See details DATE SHEET NUMBERII SECTION 4 SECTION 6 03/30/2017 S1.0 1'-0" S1.0� 34" = 1'-0" S1.0 NOTES AND SCOPE OF WORK 7 PROJECTECTNO. NO. / NO SCALE S1.0 1737 3'-2Y2" 3'-3" 9'-0°' OPENING 5'- 9Y2 -8Yz OPENING 2'" 9'-0" OPENING 2'-9° OPENING 3'-1" 0 N CO (2)-13/4x117/8 LVL w/ (3) -JACKS & 2)-13/4x117/8 LVL w/ (3) -JACKS & - -- - -- (2) -KINGS EA. END 2) -KINGS EA. END (2)-2x8's w/ (2) -JACKS & (2) -KINGS EA. END, TYP. @ REAR WALL UNO INFILL WALL. SEE SECTION INFILL SEE SECTION WALL. 2x12 No.2 SPF RAFTERS @16"o/c 6 S1.0 6 S1.0 OPENING 3'-0" OPENING 6'-8" 9'-11Yz" OPENING - - - - (2)-13/4x117/8 LVL .- I I. I I I (2)-2x8's w/ (1) -JACK w -JACKS / (3 ) -JACKS EACH END I I I & (1 ) -KING EA. END I (I) I I I I 2x8 No�2 SPF OVERDECKED I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I RAFTERS I I I I I I I I (91 O/C I I I I I I I I I I I I I I I I I I I I I I I I I I f I I I 1 I I I I I I I I I I I 1 I 1 L1J (5 N z U 0 Z 0 CONT. 2x8 No.2 < 0 W SPF R. FASTEN NEW OVERDECKED TO EA. TRUSS 2x8 RAFTERS PER 7 16" W/(,3) -10d NAILS / J n O OSB PLAN (24/16 SPAN RATING) (n N v a` ) C/) NEW 2x12 Z M N RAFTERS PER r _ n js M w 12 PLAN J 0 ® CO r F �r� 12 4(f) - _z . �xUc ILL LLI ---------.----i�---------- -. \' \ -__-- __ ----_ ---_ - _- ------ - ---_-.---- 1 W Il a LL --------- _Z LU W O o �� EXISTING 2x6 SLOPED RAFTERS I I LLJ EXISTING ROOF / Q TRUSSES SHOWN TO REMAIN AS CEILING JOISTS. < 51.0 TIE TO NEW RAFTERS AT---- I SCHEMATICALLY TIE � MIDSPANW WITH 2x4 BRACE I I AND (3)-10d NAILS EA. END (� 4 51.0 U O REFERENCE ELEVATION 0'-0" (EXISTING FIN. FLR) This drawing and the design shown are the property of ------ ®.�.®�m..��.�®®.®,. ®��,�,®,�,a„�®�,m���®®,m ®�,� Fleming and Associates, P.A.. The reproduction, copying or ®�("® �' other use of this drawing without their written consent is "- - - - - prohibited and any Infringement will be subject m legal action. ------------------- ------------------- L © Fleming 2017 1 PROJECTNAME I I I I I I I LL I I I I =III-T_I-111-III=111=' �-��II -IT-III-III=1I I-- ---�,,,_ �_ I +-111= I I I-1 J _ W PARTIAL ROOF FRAMING PLAN 1 PARTIAL BUILDING SECTION z Z F-- _ 1/4" = 1'-0" S1.0 T 3/8" = 1'-0° S1.0 O 0 N 24 MIN LAP EV RY T7A SEE 2/S1.0 - EXISTING WALL FRAMING TO USP U��N RAFTER REMAIN. WHERE NEW FRAMING IS I_=- U I + REQUIRED, PROVIDE 2x4 SPF LU Z I ILL + STUD GRADE STUDS w/7/16" loll"III - - U _ e Q O ir �T j O + ir + + + OSB SHEATHING (24/16 SPAN "" O 11111/ RATING. FASTEN AT 6"o/c EDGE, LL AM 12"o/c FIELD C O N Q (8)-10d sEnl LL CO NAILS MINYMAX FON COILENED T AP 36" DBL TOP FL EXISTING FLOOR BAND AND EMBEDDED INTO titlUlfrr SEE 2/51.0 FRAMINGGROUTED CMU CELL }�� t1 (+A qo /y�f ------a SEAL --------- ----__ :--- --- - - ------ 8" CMU 37$ 7 EXISTING TRUSSES' USP RT7A EXISTING 2x6 rrltll{Nttt TO REMAIN EA. NEW RAFTERS TO REMAIN 03/30/17 STUD AS CEILING JOISTS PROJECT OCATION ELEV=8'-01/2„t rl-rTT-T n- -- TT T/EXIST. TOP PLATE EXISTING STUDS -i �,--� HARNE TO REMAIN-_� �i�. a COUN� NORTH NEW FOOTING. MINIMUM CAROLINA DIMENSIONS = 16" WIDE x 10" THICK w/(3)-#5 CONTINUOUS SECTION 5SECTION 3 DOWELED 5" INTO EXISTING 14 3/4" = S1 .0, MASONRY PIER FOOTING S1-0 / ,-0 rr 3/4"- PROJECTTEAM DESIGNED BY: JLK Scope of Work: Framing Notes DRAWN BY: NEW ROOF FRAMING, Design framing modifications required for new roof to clear span rear 1. All structural wall studs, jamb studs, blocking, and roof bracing are JLK SEE PLAN AND DETAILS sunroom at existing home. Provide headers for new door/window permitted to be Spruce Pine Fir (SPF) Stud Grade. All headers are to CHECKED BY: SEE 2/S 1 .0 � � openings at rear sunroom of home. be No.2 SPF (minimum). All cap and sill plates are to be No.2 SPF. 13F X I I N 2. All wood beams/headers in contact with concrete, masonry, or steel will General Notes and Limitations: be treated or a moisture barrier is to be provided. REVISIONS 1. The inspection is limited to items visible to view. If damage or 3. Miscellaneous headers required in walls will be provided by the NO. REASON DATE substandard existing framing is encountered, Contact our office for conractor. BLOCK FIRST CLG JST SLOPE TOP IL' WITH further inspection. 4. All field nailing will comply with the NORTH CAROLINA STATE BAY w/2x4's AT EXISTING CLG JOISTS. 2. A structural evaluation or upgrade of the entire building to current RESIDENTIAL BUILDING CODE Fastening Schedule table R602.3(1) ------------- Villi building ode re ----- - 24'o c. FASTEN EA. FASTEN TO UNDERSIDE g requirements performed. / P unless noted otherwise. - - - IIIIA _ _ _ _ _ _ __ _ 1 END w/(3) -10d NAILS OF JOISTS (PROVIDE 3. Inspection is limited to structural items only. Consult with plumbing, 5. Protide bottom bearing metal hangers at all wood members that frame _ _ ELLV=B'-1 /2 ADD'L BLOCKING AS g q ER BEARING mechanical, electrical engineers, and architect as required for other to ft sides of other members. Follow nailing schedule of manufacturer . - RAFf+ + + + + + REQUIRED FOR Items. for all metal straps and connectors. sHEErT TLE ATTACHMENT) 4. Roof design is to be by others and is not in our scope of work. 6. All metal connectors and anchors, or approved equals, will be ffir EXISTING 2x6 RAFTERS TO USP RT7A I 11)2" t OVERHANG AND BOXING 2x4 WALL TIE AT BOTT, 5. Contractor to field verify all dimensions. All existing dimensions are connected per the manufacturer's recommendations. REMAIN AS CEILING JOISTS EA. NEW PER CONTRACTOR MIDDLE AND TOP OF approximate. 7. Miscellaneous framing not shown on the structural drawings may be PARTIAL ROOFRAFTER I EXIST. WALL. FASTEN 6. All work is to comply with the 2012 INC Residential Building Code required in some areas. Contractor will provide all framing required to FRAMING PLAN w/(3) -10d NAILS Fl . inclusive of ACI 318-08 and the National Design Specification (NDS) complete the project. , EXISTING WALL INFILL c+ for Wood Construction 2005 Edition. NOTE) SIDE STUDS FROM REMOVED 7. Presumptive allowable soil bearing � SEE 5/S1.0 P � g pressure at infill footings = , + ++ OPENINGS 1500psf.Contractortoadequatelycompactsubgradetoprovide AND DETAILS 2x4 INFILL WALL + + + COMPRISED OF 2x4 adequate bearing for new footings. I � STUDS ®16"o/c 8. Materials: V vivi Wood framing - See Framing Notes and details Concrete - fc=3,000psi SEE 5 S1.0 Steel Reinforcement / fy=60ksi deformed bars Wood Sheathing - See details DATE SHEET NUMBERII SECTION 4 SECTION 6 03/30/2017 S1.0 1'-0" S1.0� 34" = 1'-0" S1.0 NOTES AND SCOPE OF WORK 7 PROJECTECTNO. NO. / NO SCALE S1.0 1737