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2.B <br />2.B <br />2.C2.D2.E2.F <br />2.F <br />2.G2.H2.I2.J2.K2.L <br />2.L <br />2.3 <br />2.2 <br />2.1 <br />2.A <br />2.A <br />40'-0"46'-0"275'-0" <br />24'-0"24'-0"24'-0"24'-0"24'-0"31'-0"31'-0"31'-0"31'-0"27'-0"4'-0" <br />RIDGE <br />OVERHANG3'-0"OVERHANG3'-0"OVERHANG <br />2'-0" <br />OVERHANG <br />2'-0"OVERHANG2'-0"S502 <br />2______________4.5:12 SLOPE4:12 SLOPES502 <br />1______________ <br />S502 <br />1______________ <br />H1H1 <br />H4H4H4H4H4H3 <br />S502 <br />2______________ <br />OVERHANG <br />2'-0"2x OUTRIGGERS @ 24" OC2x OUTRIGGERS @ 24" OCOVERHANG2'-0"2.K1 2.J1 2.I2 2.I1 2.H1 2.G1 2.F1 2.E1 2.D2 2.D1 2.C1 2.B1 <br />86'-0"11'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"4'-0" <br />OVERHANG <br />2'-0" <br />2x ENGINEERED WOOD TRUSSES @ 24" OC, TYP <br />S502 <br />3______________ <br />H2 LOCS <br />H3 H3 H3 H3H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW <br />TYP @ <br />OPENING <br />H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOWH1 H1 H1 H1 H1 H1 H1 H1 H1 H1 H1 <br />(22.0 K)(22.0 K)(37.0 K)(37.0 K)(42.0 K)(45.0 K)(25.0 K)(42.0 K)(45.0 K)(20.0 K)2x ENGINEERED WOOD TRUSSES @ 24" OC, TYP 2x ENGINEERED WOOD TRUSSES @ 24" OC, TYP 2x ENGINEERED WOOD TRUSSES @ 24" OC, TYP <br />2x ENGINEERED WOOD TRUSSES @ 24" OC, TYP 2x ENGINEERED WOOD TRUSSES @ 24" OC, TYP 2x ENGINEERED WOOD TRUSSES @ 24" OC, TYP 2x ENGINEERED WOOD TRUSSES @ 24" OC, TYP <br />S502 <br />9______________ <br />3/4" ROOF SHEATHING <br />SEE NOTE 9.2.3 ON SHEET S001 <br />3/4" ROOF SHEATHING <br />SEE NOTE 9.2.3 ON SHEET S001 <br />S502 <br />3______________ <br />S502 <br />5______________ <br />S502 <br />5______________ <br />S502 <br />2______________ <br />S502 <br />5______________ <br />S502 <br />8______________ <br />TYP INTERIOR <br />DEMISING <br />WALL <br />S502 <br />5______________ <br />S502 <br />5______________ <br />TYP <br />@ WALL <br />S502 <br />3______________ <br />S502 <br />3______________ <br />TYP <br />ALONG <br />RIDGE H5H53/4" TO FIRST <br />TRUSS <br />3/4" TO FIRST <br />TRUSS <br />3/4" TO FIRST <br />TRUSS <br />3/4" TO FIRST <br />TRUSS <br />TYP @ <br />OPENING <br />TYP @ <br />WALL <br />SEE ARCHSEE ARCHTO TRUSS <br />2 7/8" <br />TO TRUSS <br />2 7/8" <br />275'-0" <br />TO TRUSS <br />2 7/8" <br />CLCLCL <br />H2 LOW <br />FAUX <br />DORMER <br />SEE ARCH <br />FAUX <br />DORMER <br />SEE ARCH <br />FAUX <br />DORMER <br />SEE ARCH <br />FAUX <br />DORMER <br />SEE ARCH <br />FAUX <br />DORMER <br />SEE ARCH <br />FAUX <br />DORMER <br />SEE ARCH <br />HEADER SCHEDULE <br />MARK <br />H1 <br />H2 <br />H3 <br />H4 <br />HEADER <br />(3) 1 3/4"x18" LVL <br />(4) 1 3/4"x18" LVL <br />KING STUDS KING STUDS COMMENTS <br />(6) 2x8 (4) 2x8 <br />H5 (3) 2x8 (2) 2x10 (1) 2x10 <br />(3) 2x8 <br />(3) 1 3/4"x18" LVL <br />(2) 2x8 (1) 2x8 <br />(5) 2x8 (3) 2x8 <br />(3) 1 3/4"x7 1/4" LVL (2) 1 3/4"x7 1/4" LVL <br />AT TRIMMER PROVIDE CS20 PER MANUFACTURER SPEC <br />CENTERED BETWEEN HEADER AND TRIMMER STUD <br />WHERE NO ROOM FOR TRIMMER FASTEN TO JAMB STUDS OF ADJACENT JAMB <br />WITH CONCEALED SIMPSON HANGER. ADD ADD'N JAMB WHERE THIS OCCURS <br />ROOF FRAMING PLAN NOTES: <br />1. FOR STRUCTURAL NOTES SEE S001. <br />2. TRUSS BEARING EL/ TOP OF WALL EL=116'-0" <br />3. FOR TRUSS PROFILES SEE ARCHITECTURAL DRAWINGS. <br />4. AXIAL LOADS FOR ENGINEERED TRUSS DESIGN ON <br />PLAN (X.X K) ARE ULTIMATE BASED ON 2018 IBC/ASCE 7-16. <br />5. SHADED REGION INDICATED HAND/OVER FRAMED <br />DORMER ABOVE TYPICAL ROOF TRUSSES & SHEATHING <br />TO PRODUCE DESIRED ROOF PROFILE. <br />Signature <br />Printed name <br />Date License Number <br />Professional Engineer <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that <br />I am a duly Licensed Professional Engineer under the <br />laws of the State of Minnesota. <br />41957 <br />MARK D. MIELKE, P.E. <br />763.559.9100 <br />www.vaaeng.com2300 Berkshire Lane N, Suite 200 <br />Plymouth, MN 55441 <br />VAA, LLC <br />DRAWING NO:PROJECT NO: <br />DRAWING TITLE: <br />CLIENT: <br />PROJECT: <br />SCALE: <br />FOR CONSTRUCTION <br />ISSUED <br />Date Plotted:AS NOTED <br />DATE: <br />DESIGNED: <br />DRAWN: <br />ISSUE/REVISIONDATENO. BY <br />CHECKED: APPROVED: <br />NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL <br />DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE <br />EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED <br />OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK <br />BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. <br />COPYRIGHT VAA, LLC 2023 - ALL RIGHTS RESERVED.3/3/2025 11:48:46 AMS121 <br />ROOF FRAMING PLAN <br />ORONO GARAGE CONDOS <br />430 OLD CRYSTAL BAY RD <br />ORONO, MN 55356 <br />ROBERT L. PAGE <br />5840 CLUB VALLEY RD <br />SHOREWOOD, MN 55331 <br />240776 <br />03/03/2025 <br />JML <br />KAZ <br />SJF/AMR MDM <br />1/8" = 1'-0"S121 <br />ROOF FRAMING PLAN1 <br />TRUE <br />NORTH <br />BUILDING 2 <br />PLAN <br />2025 <br />0 03/03/25 ISSUED FOR CONSTRUCTION SJF <br />03/03/2025 <br />195