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Home My WebLink Abouts100.1 hooverENG. BY : PSC : DRAWN BY : MTO BY : FBi PROJECT # : SHEET : LCS_LLC XX AJS Mark H. 128805Alan Henderson12011 Hoover Rd.Carmel, IN 46240MISCELLANEOUS NOTESPAD SIZE TYPE LABEL PAD SIZE / TYPE M 14" Ø x 4" PRE-CAST N/A P 20" Ø x 8" P.I.P. N/A PURPLE YELLOW ORANGE END TOP SCHEDULE GREEN COLOR / LENGTH RED LABEL 1 2 3 4 5 RED COLOR GREEN PRE-CUT GIRT SCHEDULE ORANGE YELLOW GIRT LENGTH 20'-0" 16'-0" 8'-0" 6'-2 1/4" ( -1/16" ) SIZE COLUMN LABEL TIP-UP COLUMN TOPS COMMENTS COLUMN TOP SCHEDULE 2 3-PLY 2x8 SIDE TOP 3 3-PLY 2x8 CORNER TOP 4 3-PLY 2x8 END TOP ANCHORS UPLIFTLENGTHSIZE STUB / COL.LABEL FULL COLUMNS OR STUBS TYPE BRACKET COMMENTSUPLIFT ANCHOR FASTENERS COLUMN SCHEDULE DEPTH STUB / COL. A 3-PLY 2x8 11'-0" (2)12" TR. BLOCKS (10) 10d's PER BLOCK TREATED STUB N/A 4'-0" BY DESCRIPTION NO. DATE 12019-11-01LCS_LLCPermit Set.........RED COLOR GREEN MISCELLANEOUS PRE-CUT SCHEDULE LENGTH COMMENTS ** ** MFTR/MODEL SIZELABEL ACCESSORIES OPENINGS SCHEDULE TYPE ROUGHOUT DETAIL LOCATION / COMMENTS WALKDOOR AJ #5100 SERIES 3070 40 5/16" x 85 1/8" SOLID PANEL, KNOB LOCKSET WALKDOOR BY PURCHASER 3080 VERIFY ON SITE FBi TO PROVIDE FRAME OUT ONLY FOR PURCHASER SUPPLIED/INSTALLED WALKDOOR SPLIT SLIDER FBi 16' x 12' 15'-4 1/2" x 11'-10 1/2"24"o.c. GIRTS, (1) JAMB SNUGGER, EXTERIOR CLADDING FURNISHED/INSTALLED BY PURCHASER SEE DOOR #3 DETAIL ON SHEET 200 ATTIC ACCESS FBi 24" x 44" 24 1/8" x 44 1/8" VERIFY LOCATION W/ PURCHASER SEE DETAIL ON SHEET 650 WINDOW BY PURCHASER 2040 VERIFY ON SITE FBi TO PROVIDE FRAME OUT ONLY FOR PURCHASER SUPPLIED/INSTALLED WINDOW MISCELLANEOUS NOTES DIAGONAL: (60'-0" x 72'-0") = 93'-8 11 16" 8'-0" ℄ 8'-0" ℄ 8'-0" ℄ 8'-0" ℄ 8'-0" ℄ 8'-0" ℄ 8'-0" ℄ 8'-0" ℄ 8'-0" 16'-0" 16'-0" 16'-0" 8'-0" 16'-0" 8'-0" ℄ 8'-0" ℄ 8'-0" ℄ 8'-0" ℄ 8'-0" ℄ 8'-0" ℄ 8'-0" ℄ 8'-0" ℄ 8'-0" 72'-0" 16'-0" 16'-0" 16'-0" 8'-0" 16'-0" 8'-0"℄8'-0"℄6'-334" 15'-412" 6'-334"℄8'-0"8'-0"60'-0"℄8'-0" ℄ 8'-0" ℄ 8'-0" ℄ 4'-0" ℄ 8'-0" ℄ 8'-0" 8'-0"℄ 16'-0" 16'-0" 16'-0" 20'-0" 8'-0" 16'-0" 6'-214"6'-214" ℄ 8'-0" 0" 8'-0"℄ 16'-0" ℄ 22'-3 3/4" 37'-8 1/4" 44'-0"℄ 52'-0" ℄ 60'-0" RED UNPAINTED UNPAINTED UNPAINTED RED GREEN UNPAINTED UNPAINTED UNPAINTED GREEN Thermal: To have a great-performing thermal package materials must be installed correctly and be properly maintained throughout the duration of the project. Purchaser is responsible for holding all trades accountable for maintaining / repairing any penetrations through insulation or barrier(s) to their original uncompromised state. The following sequence / details are provided to aid in the proper installation of the thermal package: 1. See "Building Wrap" notes for proper installation. 2. Install ceiling visqueen and liner per "Vapor Barrier Sequence Detail" on sheet 650. 3. Spray foam around doors & windows per "Walkdoor & Window Frameout Details" on sheet 650 prior to installing interior trims. B/ GRADE BOARD 99'-9" 100'-0" T/ F.F. CONCRETE PAD UPLIFT ANCHORS FINISH FLOOR BY PURCHASER 200 WALL SECTION1 LAMINATED COLUMN AJ-31 TRIM R-PANEL STEEL CEILING W/ VISQUEEN 716" OSB SHEATHING W/ BUILDING WRAP SCALE: 1 2" = 1'-0" R-38 BLOWN INSUL. (BY PURCHASER) 716" OSB BAFFLE 2x8 SPF FLAT @ TOP OF WALL CAVITY (2) 60d NAILS @ 1 3 POINTS TO HOLD BATT INSULATION (MATERIAL 0NLY) 8" (R-25) UNFACED BATT INSULATION (MATERIAL ONLY, INSTALLATION BY PURCHASER) STUB / COL. DEPTH24" (R-10) RIGID INSULATION REQUIRED BY PURCHASER IF BUILDING IS CONDITIONED 2x8 TREATED PRIMARY GRADE BOARD (8) 2x4 GIRTS @24"o.c. FASTEN REMAINING GIRTS TO COLUMNS W/ (3) 10d NAILS FASTEN GIRTS IN CORNER BAYS TO COLUMNS W/ (4) 10d NAILS 4.5 12 B/ TRUSS MAX-RIB STEEL ROOFING FASTENED W/ SCREWS 2x4 PURLINS @ 24" o.c. FUTURE GUTTER BY PURCHASER 2x6 BARGE BOARD W/ FASCIA (AJ-12) 12" METAL SOFFIT (VENTED) (2) 4" GRK SCREWS & (4) 16d NAILS EACH SIDE OF HEEL SCISSOR TRUSS 12" HE EL "F" CHANNEL ATOP OSB ON 2x8 GIRT (SEE SHEET 650 FOR FASTENER SPECS) PRE-FRAMED OVERHANG TAIL (REFER TO OVERHANG DETAIL ON SHEET 650 FOR FASTENER SPECS) 118'-0" B/ TRACK GIRT B/ END SCISSOR TRUSS 3-PLY 2x8 SPF STUB @ 8' O.C. MAX, RAN UP TO TOP CHORD LAMINATED COLUMN (1) 2x8 FASTENED TO COLUMN W/ (18) 10d NAILS 2x6 TRACK GIRT FULL HEIGHT 2x2 JAMB BOARD W/ (1) 10d @ 12" O.C. (ALSO INSTALL 2x4 BLOCKING BETWEEN GIRTS TO GRADE, FASTEN W/ (4) 10d NAILS PER BLOCK) DOOR #3 HEADER DETAIL SCALE: 1" = 1'-0" VARIES 111'-10 1 2" SYP 2x8 - 16' STIFFENER CENTER STUB DETAIL (SM SCALE: 1" = 1'-0" 14"Ø x 4" PRE-CAST CONCRETE PAD TREATED 2x4 - 12" UPLIFT ANCHORS BACKFILL WITH (3) BAGS OF SAKRETE TREATED 6x6 60" LONG CENTER DOOR STUB 5 1 2" CENTER DOOR GUIDE BRACKET FASTENED TO STUB W/ (4) 2" SPAX SCREWS 99'-10" T/ STUB SEAL200SHEET TITLE:FLOOR PLANSCALE : 3/16" = 1'-0" FLOOR PLAN COPYRIGHT FBi Buildings, Inc. 1 200 1 2 3 A Standard Connection Details: 1. Nails shall be called out on drawings by penny weight. The following fasteners & specs have been used in design & shall be used in construction: - 10d x 1-1/2 - .148" x 11/2" - 10d - .120" x 3" threaded pneumatic - 16d - .162" x 3 1/2" common - 16d R.S. - .148" x 3 1/2" threaded hardened-steel - 20d - .177" x 4" threaded hardened-steel - 60d - .177" x 6" threaded hardened-steel - 80d - .207" x 8" threaded hardened-steel 2. Substitution of fasteners shall not be permitted without the written consent of the design engineer except as follows: - 10d nails may be used to replace 16d or 16d R.S. nails where specified at a 2:1 ratio. - 16d or 16d R.S. nails may be used to replace 10d nails where specified at a 2:3 ratio. 3. Unless noted otherwise all nails shall be evenly distributed over the connection area, placed in an orderly straight pattern, and shall be driven into the center of the narrow face of 2x members when applicable. Edge distances, end distances and spacings for nails shall be sufficient to prevent splitting of the wood. Nails that do not make a solid connection (inaccurate placement, driven between plies of lumber, etc) shall be removed and replaced or compensated with extra nails that meet the required specs. 4. Fasteners in pressure treated lumber must be hot-dipped galvanized or stainless steel. 5. All light-gauge metal connectors shall be fastened per manufacturer's specs. Wood: 1. Design and construction of all structural wood members shall be in accordance with the current or referenced issue of AF&PA-NDS with supplement. 2. Minimum grades of all wood members shall be as follows unless noted otherwise: Girts,purlins,studs & bracing - (2x4) #2 SPF or better - (2x6) purlins #2 SPF or better Columns - (2x6) #1 SYP treated & non-treated Columns - (2x8) #1 SYP treated & SS SYP non-treated Truss webs, chords, headers, joist, rafters & all other framing material #1 or #2 SYP - (2x4 & 2x6) Select Structural SYP - (2x8) MSR 2400 SYP - (2x10 & 2x12) 2.0E Fb = 3,100psi - (LVL) 3. All members in contact with soil or concrete shall be preservative-treated to min 0.8 #/c.f. retention CCA for columns/posts and UC4 Ground Contact for all others. 4. Plywood and OSB, when shown on construction documents shall be APA rated. 5. Stud wall corners and intersections shall be framed with a min. of three or more studs. 6. Load-bearing headers in a stud wall shall have a min. of one cripple under each end of the header and be fastened securely to full length studs immediately beside header. 7. Deflections of wood members shall be limited to the model building code-specified minimums. PRE-DRILLED PURLIN LABELS PRE-DRILLED BCT LABELS (5) WIND BRACES PER END A4M1 B 1 2 3 A A A A A A A A A A A A A A B A3P A2P A2P A2P A2P A2P A2P A2P A2P A3P A3P A2P A2P A2P A2P A2P A2P A2P A2P A3P A4M2 A4M2 A4M1 A4M3 A4M3 A4M1 A4M2 A4M2 A4M1 A4M4 A4M4 A4M5 CATWALK IN ATTIC, SEE DETAIL ON SHEET 600 WOOD CENTER DOOR STUB: (SEE DETAIL ON SHEET 200) 600 2 12/04/19 Mike Sheeks 30'-818"24'-1038"TOP OF FINISHED FLOORROOF MEAN HEIGHTROOF PEAK HEIGHT16'-0" 16'-0" 16'-0" 17'-0" Alan Henderson12011 Hoover Rd.Carmel, IN 46240ENG. BY : PSC : DRAWN BY : MTO BY : FBi PROJECT # : SHEET : LCS_LLC XX AJS Mark H. 128805 BY DESCRIPTION NO. DATE 12019-11-01LCS_LLCPermit Set.........3'-1" ROOF STARTER PAN SCALE: 1" = 1'-0"SEAL400SHEET TITLE:BUILDING ELEVATIONSSCALE: 3/16" = 1'-0" SOUTH ELEVATION COPYRIGHT FBi Buildings, Inc. FINISH GRADE ELEVATION AT BUILDING PERIMETER TO BE BELOW BASE OF WALL SHEATHING AND ABOVE THE BOTTOM OF THE PRIMARY GRADE BOARD. TREATED 2x10 POSI-TRACK BOARD SCALE: 3/16" = 1'-0" NORTH ELEVATION SCALE: 3/16" = 1'-0" WEST ELEVATION SCALE: 3/16" = 1'-0" EAST ELEVATION TREATED 2x10 POSI-TRACK BOARD 12/04/19 Mike Sheeks Alan Henderson12011 Hoover Rd.Carmel, IN 46240ENG. BY : PSC : DRAWN BY : MTO BY : FBi PROJECT # : SHEET : LCS_LLC XX AJS Mark H. 128805BY DESCRIPTION NO. DATE 12019-11-01LCS_LLCPermit Set.........VARIES B/ TRUSS BOTTOM CHORD TIE END SCISSOR TRUSS 2x 6 SY P WI N D B R A C E RAKE TRIM (P-OC) ALWAYS HAVE RIB UNDER RAKE OR BEND FLAT OF STEEL UP W/ 3 4" LIP APPLY BEAD OF CAULK UNDER RAKE @ SCREW LOCATIONS (4) 16d R.S. NAILS XX.X GABLE END SECTIONX SCALE: 1 2" = 1'-0" 2x4 PURLIN BLOCKING UPSIDE-DOWN 2x8 JOIST HANGER PROVIDE SEAT CUT ON TOP EDGE OF BRACE 2x6 BARGE W/ FASCIA (FL-2) 12" METAL SOFFIT (NON-VENTED) F CHANNEL ATOP OSB W6 (a) (b) (a) A B C D E F G H I J K L MN O P Q R S T 4.5 12 2 12 4X5(F6) SS1012(F6) 4X5 4X5 4X5 SS0919 8X8 4X7 5X7 8X14(R) SS1319(**) 5X7 4X7 8X8 SS0919 4X5 4X5 4X5 4X5(F6) SS1012(F6) 60' 9'3"12 9'3"12 15'5"8 6'1"12 1'8"31'3"2 1'3"2 1'8"31'8"36'4"10 6'4"10 13'3"6 6'10"12 20'2"2 6'10"12 26'6"12 6'4"10 27'9"14 1'3"21'8"31'8"36'1"12 6'1"12 1'8"31'8"39'3"12 9'3"12 7"4 7"41'8"31'8"311'0"2 11'0"2 15'1"9 4'1"8 1'8"31'8"34'0"14 4'0"14 1'8"31'8"310'2"5 10'2"5 20'4"10 10'2"5 24'5"8 4'0"14 1'8"31'8"34'1"7 4'1"7 1'8"31'8"311'0"2 11'0"2 1'8"31'8"37"4 7"4 1' 4'10"13 12'3"CAT WALK DETAIL SCALE: 1" = 1'-0" ADDED 2x4 2x4 BCT 12" x 716" OSB CATWALK TOP VIEW ADDED BLOCKS FOR STRAIGHT-THRU ROWS 1'-0" SPACER BLOCK TO KEEP PURLIN PLUMB PURLIN LAYOUT DETAIL SCALE: 1/4" = 1'-0" 15'-6"0'-2"1'-6 1/4"3'-0 5/8"4'-6 7/8"6'-1 1/4" 7'-0 3/8"9'-0 3/8"11'-0 3/8"13'-0 3/8"0'-8 3/8"2'-8 3/8"4'-8 3/8"6'-8 3/8"8'-8 3/8"10'-8 3/8"12'-8 3/8"14'-2 3/4"15'-9 1/8"16'-10 3/8"SEAL600SHEET TITLE:WALL SECTION DETAILSCOPYRIGHT FBi Buildings, Inc. TRUSS DRAWING SCALE : N.T.S. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber <gap/>Value Set: NDS 2015 <gap/>Top chord 2x10 SP 2400f-2.0E Bot chord 2x10 SP 2400f-2.0E Webs 2x4 SP #2 :W6 2x6 SP #1: Bracing <gap/>(b) 1x4 #3SRB SPF-S or better "L" reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. <gap/>(a) 2x4 #3 or better "L" reinforcement. 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Plating Notes <gap/>(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins <gap/>In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 60.00 BC 192 0.15 59.85 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading <gap/>Truss designed for unbalanced snow loads. Wind <gap/>Wind loads based on MWFRS with additional C&C member design. Additional Notes <gap/>WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W S 4879 / 1769 / 2452 / - / 755 / 7.3 T 4879 / 1769 / 2452 / - / - / 7.3 Wind reactions based on MWFRS S Min Brg Width Req = 4.0 T Min Brg Width Req = 4.0 Bearings S & T are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 12082-16911 B - C 11773-16543 C - D 10785-15417 D - E 10823-15353 E - F 8686-12104 Chords Tens. Comp. F - G 8683 -12104 G - H 10820 -15353 H - I 10782 -15417 I - J 11770 -16543 J - K 12080 -16911 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 15744-10929 R - Q 15755-10380 Q - P 15777-10369 P - O 13614 -8746 Chords Tens. Comp. O - N 13614 -8753 N - M 15777 -10363 M - L 15755 -10373 L - K 15744 -10923 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - R 623 -177 R - C 297 -383 C - P 1447 -1463 P - E 1777 -1133 E - O 2259 -2986 F - O 7257 -4786 Webs Tens. Comp. O - G 2259 -2986 G - N 1777 -1133 N - I 1447 -1463 I - L 393 -383 L - J 623 -227 Loading Criteria (psf) TCLL: 12.00 TCDL: 4.00 BCLL: 0.00 BCDL: 4.00 Des Ld: 20.00 NCBCLL:0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 96.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 105 mph Enclosure: Closed Risk Category: I EXP: C Mean Height: 15.00 ft TCDL: 2.0 psf BCDL: 2.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 6.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: I Pf: 11.1 Ce: 0.9 Lu: 35.0 Cs: not used Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2012 TPI Std: 2007 Rep Factors Used: No FT/RT: 10(0)/5(0)/4(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 1.131 O 633 240 VERT(TL): 2.308 O 310 240 HORZ(LL): 0.590 L - - HORZ(TL): 1.205 L - - Creep Factor: 1.5 Max TC CSI: 0.818 Max BC CSI: 0.987 Max Web CSI: 0.880 Mfg Specified Camber: VIEW Ver: 17.02.02A.1213.20 128805 Alan Henderson T1 Ply: 1 Qty: 10 Wgt: 555.8 lbs SEQN: 1788 / T1 / SCIS FROM: DRW: ... / ... 11/01/2019 12/04/19 Mike Sheeks Alan Henderson12011 Hoover Rd.Carmel, IN 46240ENG. BY : PSC : DRAWN BY : MTO BY : FBi PROJECT # : SHEET : LCS_LLC XX AJS Mark H. 128805 BY DESCRIPTION NO. DATE 12019-11-01LCS_LLCPermit Set.........(TIP-UP) NAIL PATTERN 3"3" 1 1/2"1" 2" SCALE: 1" = 1'-0" 3" GALV. AIR NAILS @ 3" APART W/ WIDE/ NARROW PATTERN (8)-3" GALV. AIR NAILS EACH SIDE COLUMN SPLICE TREATED PART OF COLUMN MIDDLE PLY OF COLUMN 3" GALV. AIR NAILS @ 1" IN & 1 1 2" FROM SPLICE 3" GALV. AIR NAILS @ 2" IN & 4 1 2" FROM SPLICE OUTSIDE PLY OF COLUMN TREATED PART OF COLUMN 2x4 GIRTS WALK DOOR FRAME OUT DETAIL 2x8 TREAT E D (2) 2x6 FRAM I N G 2x4 GIRTS 2x4 GIRTS 2x4 GIRTS LAMIN A T E D 2x4 GIRTS TREATED THRES H O L D DOOR HEADE RFLAT NAILER LAMIN A T E D 2x4 POLE FILL (TYP. ) TREATED 2x4 FASTENED TO BACKSIDE OF TREATED 2x8 CENTER MATCH FOR THRESHOLD NOTE: IF DOOR IS LOCATED IN AN INSULATED WALL, ALL GAPS BETWEEN R.O.'s & DOOR FRAMES WILL BE SEALED W/ LOW EXPANDING SPRAY FOAM SCALE: 3 8" = 1'-0" 3"CENTER MATCH COLUM N COLUM N 2x4 GIRT BOTTO M OF WINDOW WINDOW FRAME OUT DETAIL 2x8 TREATED CENTER MATCH 2x4 GIRT LAMIN A T E D 2x4 FILL (TYP.) 2x4 GIRT TOP OF WINDOW (SAME AS POST SIZE) BOX FOR WINDOW LAMIN A T E D NOTE: LUMBER FOR WINDOW BOX IS THE SAME AS COLUMN SIZE NOTE: IF WINDOW IS LOCATED IN AN INSULATED WALL, ALL GAPS BETWEEN R.O.'s & WINDOW FRAMES WILL BE SEALED W/ LOW EXPANDING SPRAY FOAM SCALE: 3 8" = 1'-0" COLUM N COLUM N TRACK BOARD INSTALLATION SCALE: 1" = 1'-0" * USE DETAIL FOR PANELS UP TO 20' x 20' * NOTE: ALL HEADERS ATTACHING TO STEEL BEAMS TO HAVE (2) TEKS SCREWS PER STRAP (9'-0" o.c. MAX.) STUB / COLUMN HEADER / BOTTOM CHORD OF TRUSS FASTENED TO COLUMNS & STUBS W/ (5) 10d NAILS MIN. (1) 6" GRK AT DOOR COLUMN & STUB (ENDWALL SLIDERS ONLY) FASTEN TRACK TO TRACK BOARD W/ (2) SPAX #12 x 2" SCREWS AT EACH MOUNTING BRACKET FBi CREWS TO REFER TO SLIDING DOOR MANUAL FOR TRACK BOARD FASTENING SPECS (NOT INCL. ON MATERIAL PACKAGES) GRADE BOARD TO COLUMN CONNECTION SCALE: 1" = 1'-0" (4) 16d R.S. NAILS (4) 16d R.S. NAILS (PER SIDE) GIRT TO COLUMN CONNECTION SCALE: 1" = 1'-0" (3) 10d NAILS (U.N.O.) (3) 10d NAILS PER GIRT (U.N.O.) ** INCLUDES EXTERIOR & INTERIOR GIRTS ** PURLIN CONNECTION DETAILS SCALE: 1" = 1'-0" (1) 60d NAIL (U.N.O.) (1) 60d NAIL (U.N.O.) (1) 16d NAIL OR (2) 10d NAILS (PER SIDE) (U.N.O.) (1) 16d NAIL TOE-NAILED 10d NAILS @ STUB (SEE HEADER DETAIL FOR REQUIRED NAIL QUANTITIES) WOOD HEADER FASTENER PATTERN 10d NAILS @ COLUMN (SEE HEADER DETAIL FOR REQUIRED NAIL QUANTITIES) (3) 10d NAILS OHD HEADER SHOULD LAP ALL COLUMN PLIES WHEN GIRTS DO NOT INTERSECT AT THE HEADER LOCATION AT DOOR OPENING SCALE: 1" = 1'-0" 1. INSTALL TOP GIRT 2. START CEILING VISQUEEN W/ 4" MINIMUM TAIL AT SIDEWALL. VAPOR BARRIER SEQUENCE SCALE: 1" = 1'-0" 3. INSTALL AJ TRIM TO PINCH VISQUEEN 4. RUN CEILING VISQUEEN. FASTEN TO THE BOTTOM CHORD W/ PLASTIC CAPS, ALL LAPS SHALL BE A MINIMUM OF 4'.6'-4"2'-4"2x8 CM 4'-4"NOTE: CUT ALL PLIES @ DIM. FROM GRADE THIS VIEW IS INSIDE LOOKING OUT 3-PLY TILT-UP STUB DETAIL SCALE: 3/8" = 1'-0" 99'-9" B/ GRADE BD ALTERNATING SCREW PATTERN SCALE: 1/4" = 1'-0" RIDGE ROW SHOULD HAVE TWO NAILS PER SHEET SOLID ROWS: SCREW BESIDE OVERLAP SCREW INTO EACH OVERLAP SCREW BESIDE EACH RIB RIDGE LOCATION SOLID ROW ALTERNATING ROW BARGE ALTERNATING ROWS: SCREW BESIDE OVERLAP SCREW INTO EACH OVERLAP SOLID ROW ALTERNATING ROW SOLID ROW TRU S S RIDGE DETAIL SCALE: 1" = 1'-0" ROOF PITCH DISTANCE TO FIRST PURLIN 2/12 2.5/12 3/12 3.25/12 3.5/12 4/12 4.5/12 5/12 5.5/12 6/12 6.5/12 7/12 7.5/12 3" 2 3/4" 2 1/2" 2 1/2" 2 1/4" 2 1/4" 2" 1 3/4" 1 3/4" 1 1/2" 1 1/2" 1 1/4" 1" REFERENCE CHART REQUIRED PURLIN BLOCKS SEE CHART P-RC 13 RIDGE CAP UNI-VENT II VENTED GASKET 2x4 PURLIN RIDGE SCREW W/ BEAD OF CAULK MAX-RIB STEEL ROOFING ATTIC ACCESS ASSEMBLY SCALE: N.T.S. R. O . (S C H E D U L E O N S H E E T 2 0 0 ) 2x8 SPF #2/BTR STRINGERS FASTENED TO BOTTOM CHORD W/ (2) 10d TOE-NAILS (TYP.)312"36" 2x4 SPF #2/BTR SUPPORT NAILER FASTENED TO THE BOTTOM CHORD W/ (5) 10d NAILS EVENLY SPACED BOX FASTEN TO STRINGERS W/ (4) 10d NAILS (TYP.) PREFABRICATED BOX R.O. (SCH E D U L E ON SHEE T 200) RAKE FINISH DETA SCALE: 1" = 1'-0" RAKE TRIM R GUTTER (OPTIONAL) RAKE TRIM TO STOP AT EDGE OF ROOF STEEL 12" SIDE OVERHANG WITH END OVERHANG FASCIA F CHANN E L THIS IS A GENERIC DETAIL TO SHOW OVERHANG FASTENERS. ACTUAL OVERHANG CONSTRUCTION MAY VARY FROM THIS DETAIL. SIMPSON DTT1Z ANCHOR: (1) 4" GRK INTO BASE OF ANCHOR & (6) SD#9-1 1 2" SCREWS INTO FACE OF ANCHOR (4) 16d R.S. NAILS (3) 16d R.S. NAILS & (2) 3" DECK SCREW IN 2x6 F&J GIRT (1) 4" GRK SCREW (PER SIDE) THROUGH EACH EAR 12" OVERHANG CONNECTION SCALE: 1" = 1'-0" END TRUSS TO COLUMN CONNECTION SCALE: 1" = 1'-0" (5) 16d R.S. NAILS AT EACH CHORD LOCATION & (2) 16d R.S. NAILS AT EACH WEB LOCATION SEAL650SHEET TITLE:MISC DETAILCOPYRIGHT FBi Buildings, Inc. 12/04/19 Mike Sheeks