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1.1 <br />1.2 <br />1.A1.B1.C1.D1.E1.F1.G1.H1.I1.J1.K1.L1.M <br />240'-0" <br />20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0" <br />S502 <br />1______________ <br />RIDGE 4:12 SLOPE4:12 SLOPES502 <br />1______________ <br />S502 <br />3______________ <br />S502 <br />2______________ <br />S502 <br />3______________ <br />OVERHANG <br />2'-0"OVERHANG3'-0"OVERHANG <br />2'-0"OVERHANG3'-0"H1H1H1H1H1H1H1H1H1H1H1H140'-0"2x OUTRIGGERS @ 24" OC TYP2x OUTRIGGERS @ 24" OC TYPH2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOW H2 LOWSEE ARCHSEE ARCHH2 H2 H2 H2 H2 <br />H2 H2 H2 H2 <br />H2 H2 H2 <br />TYP <br />S502 <br />5______________ <br />S502 <br />2______________TYP @ <br />WALL <br />S502 <br />5______________ <br />S502 <br />5______________ <br />S502 <br />7______________ <br />TYP INTERIOR <br />DEMISING <br />WALL UNO H2 LOWTYP(12.0 K)(20.0 K)(20.0 K)(20.0 K)(12.0 K)ROOF SHEATHING <br />SEE NOTE 9.2.3 ON SHEET S001 <br />TYP @ <br />OPENING <br />3/4" TO FIRST <br />TRUSS CL <br />3/4" TO FIRST <br />TRUSS CL <br />TO TRUSS CL <br />2 7/8" <br />2x ENGINEERED TRUSSES @ 24" OC, TYP 2x ENGINEERED TRUSSES @ 24" OC, TYP 2x ENGINEERED TRUSSES @ 24" OC, TYP 2x ENGINEERED TRUSSES @ 24" OC, TYP <br />TO TRUSS CL <br />2 7/8" <br />TO TRUSS CL <br />2 7/8" <br />ROOF SHEATHING <br />SEE NOTE 9.2.3 ON SHEET S001 <br />TYP AT <br />WALL <br />TYP AT <br />HEADER <br />HEADER SCHEDULE <br />MARK HEADER KING <br />STUDS COMMENTS <br />H1 <br />H2 <br />(3) 1 3/4x18 LVL <br />(3) 2x8 (2) 2x8 <br />(3) 1 3/4x7 1/4 LVL <br />JACK <br />STUDS <br />(1) 2x8 <br />(2) 1 3/4x7 1/4 LVL AT TRIMMER PROVIDE CS20 PER MANUFACTURER SPEC <br />CENTERED BETWEEN HEADER AND TRIMMER STUD <br />1.1 <br />1.2 <br />1.A1.B1.C1.D1.E1.F1.G1.H1.I1.J1.K1.L1.M <br />240'-0" <br />20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"40'-0"RIDGE <br />9'-0"KEY PLAN <br />9 PSF <br />52 PSF <br />30 PSF <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 INDICATES HAND/OVER FRAMED <br />DORMER ABOVE TYPICAL ROOF TRUSSES & SHEATHING TO <br />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 2024 - ALL RIGHTS RESERVED.3/3/2025 11:57:24 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 />03/03/2024 <br />JML <br />KAZ <br />SJF/AMR BMS <br />1/8" = 1'-0"S121 <br />ROOF FRAMING PLAN1 <br />TRUE <br />NORTH <br />BUILDING 1 <br />PLAN <br />1/8" = 1'-0"S121 <br />SNOW LOAD DIAGRAM2 <br />TRUE <br />NORTH <br />PLAN <br />NOTE: <br />1.BALANCED SNOW LOAD IS 30PSF <br />2.UNBALANCED TO BE DESIGNED FOR EACH SIDE OF <br />RIDGE. ONE SIDED CONDITION SHOWN FOR CLARITY. <br />2025 <br />0 03/03/25 ISSUED FOR CONSTRUCTION SJF <br />03/03/2025 <br />180