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Home My WebLink About17080193.301.1 5 I STEEL LINTEL SCHEDULE _ OPENING I ANGLE SIZE MINIMUM RFARISC NOTE UNTELS TO BE ASTM A-36 STEEL. PAINTED WITH STEEL PRIMER AND FINAL PAINT TO MATCH BACKGROUND. 4 Fawewiy W.v+RMws �y� `. PMceformaLIAC im3!oxxn lochM aM !•hon exd�-d w.r4 WUse A ft ffaeaxvs in mmN wvxl area "....rte T' Weslxfiaenrxe rer stwpJe trc n vsd rRmucrko. Use d aEe fay_ . _-ted o, Iigh whxl as N-, Fa.o-r, s vµ 419' roti lire ae necesrert segnr. e(ry grg�p. e.. NC-_ TO MEE 75MPF 01N; RESISTANCE, SHINGLES MUST BE MAILED WITH (6) NAILS. WOOD HEADER SCHEDULE (FOR BEARING WALLS ONLY) END BEARING DIAGRAM OPENING HEADER SIZE SEARING (SEE OV.GRAM) 1 l5. I HEADERS ABOVE OPENINGS IN INTERIOR NON-BEARING WALLS SHALL BE kDEOUATE TO SUPPORT THE WEIGHT OF THE FRAMING AND DRYWALL ABOVE THE OPENNG AND THE WEIGHT OF ANY DOOR HUNG FROM THE HEADER WHILE LIMITING DEFLECTION TO L/360. '6d NAILS aSTUDEND INGINGING ROOF TRUSS DESIGN LOADS: 25 psf DEAD LOAD 30 osf SNOW LOAD AND LIVE LOAD 55 psf TOTAL LOAD MINIMUM TRUSS LUMBER 2BR DUPLEX BUILDING ROOF FRAMING 3D PLAN 4 3 2 GENERAL NOTES: 1. PROVIDE SOLID BLOCKING A- BEARING WALL (TYP). 2. SEE ROOF TRUSS NOTES BELOW FOR TRUSS SHOP DRAWING SUBMITTAL AND OTHER REQUIREMENTS. 3. SEE A4DO SERIES FOR UNIT PLAN DIMENSIONS AND A100 SERIES FOR BUILDING PLAN DIMENSIONS. 4. SEE WALL SECTIONS FOR ADDITIONAL INFORMATION. BORING & NOTCHING NOTES: W BORING AND NOTCHING OF STUDS AND PLATES SHALL BE LIMITED TO THE FOLLOWING: 1. NOTCHED EXTERIOR & BEARING WALLS: 2x4=76', 2x6=19fi", 2x8=135. 2. NOTCHED NON-BEARING WALLS: 2x4=1)6", 2x6=23(e", 2x8=27/6" 3. BORED EXTERIOR & BEARING WALLS: 2x4=I%'0, 2x6=2)(80. 2x8=23fi"0 4. BORED NON-BEARING WALLS: 2x4=2A80, 2x6=3Y"0, 2x8=43(8 0 5. BORED HOLES THAT ARE CLOSER THAN 36" TO THE EDGE OF ANY STUD ARE CONSIDERED A NOTCH- THEREFORE, THEY HAVE THE NOTCHING LIMITATION APPLIED TO THEM. 6. IF A NOTCH OR BORED HOLE IN THE TOP OR SOLE PLATES EXCEED THE LIMITS ABOVE (INCLUDING A TOTAL PLATE REMOVAL) THEN A )6" THICK x 1)j" WIDE METAL TE STRAP IS REQUIRED. THE TIE STRAP IS TO BE ATTACHED TO THE PLATES ON NOTCH WITH (4)16D NAILS (2) STRAPS REQUIRED AT A SINGLE PLATE AND (4) STRAPS REQUIRED AT DOUBLE PLATES. VENTILATION NOTES: I. VENTED ALUMINUM SOFFIT PANELS SHALL BE INSTALLED AS FOLLOWS: (2) PANELS VENTED AND ONE PANEL NON -VENTED (MIN.), CONTINUOUS VENTED PERMITTED. 2. INSTALL CONTINUOJS RIDGE VENT AS NOTED ON PLANS. 3. INSTALL INSULATION BAFFLES HAVING 1"x221¢' FREE AREA SIMILAR TO AIRVENT 'AIRFLASH' BAFFLES AT EVERY OTHER TRUSS SPACE. 4. ROOF VENTING CALCULATED PER CHAPTER 15 OF IBC CODE, LOCALLY ADOPTED EDTION. ROOF TRUSS NOTES: 1. DESIGN AND CONSTRUCT WOOD TRUSSES ACCORDING TO 'NAT'ONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION', ANSI/TPI 1 -2007, BY TRUSS PLATE INSTITUTE. 2. TRUSS MANUFACTURER IS RESPONSIBLE FOR THE FINAL TRUSS DESIGN AND ENGINEERING FOR PLATE CONNECTIONS AND CHORD SPLICES. 3. PRIOR TO FABRICATION AND ERECTION OF TRUSSES, PROVIDE SHOP DRAWINGS CERTIFIED BY PROFESSIONAL ENGINEER LICENSED IN THE JURISDICTION OF THE WORK. THE U PROFESSIONAL ENGINEER MUST HAVE EXPERIENCE IN WOOD TRUSS DESIGN. the. 0 .44 studio... COPYRIGHT h OWNERSHIP OE DOCUMENTS 65 '1 ,, �Att0omm" 1 _ `` STATE Or DATE: 03.10.2016 PROJECT NO.: 15002 CAD REFERENCE NO. ACA 2016 PLOT REFERENCE No. SEE LOWER LEFT DRAWNG SC/ E SEE DRAWING f�119�5 0421.17 RENEW SET 05.05.17 6b SET T=D 4. STRESS RATINGS: 2x6 - /1 So. YELLOW PINE OR SPRUCE: Fbs = 1600 Psi FV = 95 Psi Fc = 1450 Psi Ft = 1050 PSi E = 1,800,000 Psi 2x4 - #2 So. YELLOW PINE OR SPRUCE: Fbs = 1550 Psi Fv = 95 Psi Fc = 1150 Psi Ft = 900 PSi E = 1,600,000 Psi 2BR DUPLEX BUILDING ROOF FRAMING 3D PLAN 4 3 2 GENERAL NOTES: 1. PROVIDE SOLID BLOCKING A- BEARING WALL (TYP). 2. SEE ROOF TRUSS NOTES BELOW FOR TRUSS SHOP DRAWING SUBMITTAL AND OTHER REQUIREMENTS. 3. SEE A4DO SERIES FOR UNIT PLAN DIMENSIONS AND A100 SERIES FOR BUILDING PLAN DIMENSIONS. 4. SEE WALL SECTIONS FOR ADDITIONAL INFORMATION. BORING & NOTCHING NOTES: W BORING AND NOTCHING OF STUDS AND PLATES SHALL BE LIMITED TO THE FOLLOWING: 1. NOTCHED EXTERIOR & BEARING WALLS: 2x4=76', 2x6=19fi", 2x8=135. 2. NOTCHED NON-BEARING WALLS: 2x4=1)6", 2x6=23(e", 2x8=27/6" 3. BORED EXTERIOR & BEARING WALLS: 2x4=I%'0, 2x6=2)(80. 2x8=23fi"0 4. BORED NON-BEARING WALLS: 2x4=2A80, 2x6=3Y"0, 2x8=43(8 0 5. BORED HOLES THAT ARE CLOSER THAN 36" TO THE EDGE OF ANY STUD ARE CONSIDERED A NOTCH- THEREFORE, THEY HAVE THE NOTCHING LIMITATION APPLIED TO THEM. 6. IF A NOTCH OR BORED HOLE IN THE TOP OR SOLE PLATES EXCEED THE LIMITS ABOVE (INCLUDING A TOTAL PLATE REMOVAL) THEN A )6" THICK x 1)j" WIDE METAL TE STRAP IS REQUIRED. THE TIE STRAP IS TO BE ATTACHED TO THE PLATES ON NOTCH WITH (4)16D NAILS (2) STRAPS REQUIRED AT A SINGLE PLATE AND (4) STRAPS REQUIRED AT DOUBLE PLATES. VENTILATION NOTES: I. VENTED ALUMINUM SOFFIT PANELS SHALL BE INSTALLED AS FOLLOWS: (2) PANELS VENTED AND ONE PANEL NON -VENTED (MIN.), CONTINUOUS VENTED PERMITTED. 2. INSTALL CONTINUOJS RIDGE VENT AS NOTED ON PLANS. 3. INSTALL INSULATION BAFFLES HAVING 1"x221¢' FREE AREA SIMILAR TO AIRVENT 'AIRFLASH' BAFFLES AT EVERY OTHER TRUSS SPACE. 4. ROOF VENTING CALCULATED PER CHAPTER 15 OF IBC CODE, LOCALLY ADOPTED EDTION. ROOF TRUSS NOTES: 1. DESIGN AND CONSTRUCT WOOD TRUSSES ACCORDING TO 'NAT'ONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION', ANSI/TPI 1 -2007, BY TRUSS PLATE INSTITUTE. 2. TRUSS MANUFACTURER IS RESPONSIBLE FOR THE FINAL TRUSS DESIGN AND ENGINEERING FOR PLATE CONNECTIONS AND CHORD SPLICES. 3. PRIOR TO FABRICATION AND ERECTION OF TRUSSES, PROVIDE SHOP DRAWINGS CERTIFIED BY PROFESSIONAL ENGINEER LICENSED IN THE JURISDICTION OF THE WORK. THE U PROFESSIONAL ENGINEER MUST HAVE EXPERIENCE IN WOOD TRUSS DESIGN. the. 0 .44 studio... COPYRIGHT h OWNERSHIP OE DOCUMENTS 65 '1 ,, �Att0omm" 1 _ `` STATE Or DATE: 03.10.2016 PROJECT NO.: 15002 CAD REFERENCE NO. ACA 2016 PLOT REFERENCE No. SEE LOWER LEFT DRAWNG SC/ E SEE DRAWING f�119�5 0421.17 RENEW SET 05.05.17 6b SET T=D 4. USE 24" SPACING OF TRUSSES UNLESS NOTED OTHERWISE. 5. PROVIDE 'SIMPSON H3' WIND UPLIFT ANCHOR AT EACH TRUSS nro,Ec• nne OR APPROVED EQUAL 6. LIVE LOAD DEFLECTION CRITERIA: L/480, 7. TRUSS MANUFACTURER IS TO PROVIDE DETAILED TRUSS BRACING PLAN. SPECIFIC NOTES: R01. 2x4 INFILL FRAMING AT 2'-0' O.C. R02. W 2x4 OUTRIGGER FRAMING O 2'-0' O.C.. HOLD END TRUSS DOWN TO ALLOW FOR 2.4 OUTRIGGER FRAMING. RI TRUSS ON EACH SIDE OF ONE-HOUR FIRE -RATED WALL ASSEMBLY OF DWELLING UNIT SEPARATION WALL. /r i- Q < Z (n SEE SECTION Q 0 R04. 3' WINDOW OR DOOR BEAM: (2) 2x8 SPF HEADER WITH Yl" RIGID INSULATION SPACERS. PROVIDE MINIMUMQ 1)¢' ~ Lo Z BEARING EACH END. m R05. 6' WINDOW BEAM OR 3' WINDOW BEAM WITH GIRDER TRUSS: `) J W Of LII (2) 2x10 SPF HEADER WITH )4" RIGID INSULATION SPACERS, PROVIDE MINIMUM W 5 O 2 3' BEARING EACH END. L CD �' R06. (2) 2x12 BEAM WITH )6' PLYWOOD SPACERS AT PORCH. SE O in Q v < SECTION 2A/A312 FOR MORE INFORMATON. WRAP ENTRE BEAM ASSEMBLY IN ALUMINUM. TYPICAL (3) SIDES OF PORCH. R07. COLUMN, ALUMINUM, 6" DIAMETER, ARCHITECTURAL, LOAD BEARING (TYP). ROB. OVERBUILD ROOF FRAMING, WOOD TRUSSES OR RAFTER FRAMING. RO9. PROVIDE WOOD BLOCKING BETWEEN TRUSSES TO BRACE TOP PLATE OF WALL BELOW AS SHOWN. SEE DETAL 5C/A511. (TYP AT INTERIOR NON-BEARING WALLS PARALLEL TO TRUSSES) RIO. ATTIC ACCESS. SEE DETAIL 28/A511. R11. GUTTER, ALUMINUM, 6_Wx4'D, OGEE (MINIMUM) sEn n11c R12. DOWNSPOUT, ALUMINUM, 4'Wx3"D, CORRUGATED (MINIMUM) 2BR DUPLEX R13. ONE-HOUR FIRE -RATED WALL ASSEMBLY LOCATION. SEE Q FRAMING PLAN DETAIL 2A/A313. R14. NOT USED. R15. 6' WINDOW HEADER WITH GIRDER TRUSS: (2) 9!4"x14 LSL sa>:T Nu�[x 25121 1