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STUD WALL <br />SEE PLAN FOR SIZE & SPACING <br />WALL SHEATHING <br />SEE ARCH <br />SIMPSON H2A HURRICANE <br />TIE BOTH ENDS EACH TRUSS <br />DOUBLE TOP PL <br />VENEER <br />SEE ARCH <br />TRUSS BEARING <br />SEE PLAN <br />PLAN <br />SEE <br />T/O OPENING <br />SEE ARCH <br />HEADER <br />SEE PLAN <br />PLYWOOD <br />SHEATHING <br />ROOF SHEATHING <br />SEE PLAN <br />PROVIDE BLOCKING <br />FOR SHEATHING <br />ATTACHMENT PER <br />&PREENGINEERED ROOF <br />TRUSS BY OTHERS <br />6/S502 <br />7/S502 <br />SEE PLAN <br />12 <br />BLOCK REMAINING <br />HEADER CAVITY IN ORDER <br />TO INSTALL STRAP <br />PER HEADER SCHEDULE <br />SIMPSON SDWC15600 @ <br />18" OC <br />WALL SHEATHING <br />SEE ARCH <br />2x BLOCKING <br />BY TRUSS SUPPLIER <br />ROOF SHEATHING <br />SEE PLAN <br />ROOF TRUSS <br />SEE PLAN <br />2x4 OUTRIGGER <br />@ 24" OC, MAX <br />GABLE STARTER <br />TRUSS <br />VENEER <br />SEE ARCH <br />PLAN <br />SEE <br />SISTER 2x6 TO <br />GABLE VERT WEB @ <br />48" OC MAX <br />W/ 8d NAILS @ 8" OC <br />L50 EA SIDE OF BRACE <br />SIMPSON H2A HURRICANE <br />TIE TYP <br />2x6 BRACE @ 4'-0" OC <br />2x6 BLOCKING <br />AT BRACE LOCS <br />TRUSS BEARING <br />SEE PLAN <br />1 <br />1 <br />(5) 1/4"x3 1/8" GRK RSS <br />FASTEN BLOCKING TO <br />SHEATHING @ 3" OC <br />SIMPSON A34 TYP <br />DOUBLE TOP PL <br />TRUSS BEARING <br />SEE PLAN <br />ROOF SHEATHING <br />SEE PLAN <br />SIMPSON H2A HURRICANE <br />TIE BOTH ENDS EACH TRUSS <br />PREENGINEERED ROOF <br />TRUSS BY OTHERS <br />STUD WALL <br />SEE PLAN FOR SIZE & SPACING <br />WALL SHEATHING <br />SEE ARCH <br />DOUBLE TOP PL <br />VENEER <br />SEE ARCH <br />PLYWOOD <br />SHEATHING <br />SEE PLAN <br />12 <br />PROVIDE BLOCKING FOR <br />SHEATHING ATTACHMENT <br />PER &6/S502 7/S502 <br />SIMPSON SDWC15600 @ <br />32" OC <br />PLAN <br />SEE <br />STUD WALL <br />SEE PLAN FOR SIZE & <br />SPACING <br />ANGLE CONNECTOR <br />SEE SHEAR WALL SCHEDULE <br />FOR SPACING <br />FOR BRACE BLOCKING <br />AND FASTENING <br />SEE <br />ROOF SHEATHING <br />SEE PLAN <br />ROOF TRUSS <br />DOUBLE TOP PL <br />WALL SHEATHING <br />SEE ARCH <br />2x6 BRACE @ 8'-0" OC <br />TRUSS BEARING <br />SEE PLAN <br />1 <br />1 <br />PLYWOOD SHEATHING <br />NOTE: SHEATHING MUST CONTINUE TO <br />ROOF SHEATHING FOR SHEAR WALL. <br />3/S502 <br />WALL SHEATHING <br />SEE ARCH <br />2x BLOCKING <br />BY TRUSS SUPPLIER <br />ROOF SHEATHING <br />SEE PLAN <br />ROOF TRUSS <br />SEE PLAN <br />2x4 OUTRIGGER <br />@ 24" OC, MAX <br />GABLE STARTER <br />TRUSS <br />VENEER <br />SEE ARCH <br />PLAN <br />SEE <br />SISTER 2x6 TO <br />GABLE VERT WEB @ <br />48" OC MAX <br />W/ 8d NAILS @ 8" OC <br />SIMPSON H2A HURRICANE <br />TIE TYP <br />TRUSS BEARING <br />SEE PLAN <br />DOUBLE TOP PL <br />ANGLE CONNECTOR <br />SEE SHEAR WALL <br />SCHEDULE FOR SPACING <br />NAILING <br />SEE FASTENING TABLE <br />ROOF TRUSSES <br />SEE PLAN <br />SEE PLAN <br />12 <br />TRUSS BEARING <br />SEE PLAN <br />PLYWOOD <br />SHEATHING <br />NAILING TYP <br />SEE FASTENING <br />TABLE <br />ATTACH BLOCKING TO <br />TRUSS TOP CHORD <br />SEE FASTENING TABLE <br />S501 <br />7______________ <br />2x BLOCKING (4) <br />SIDES & WEB FILLER <br />ATTACH PER <br />FASTENING TABLE <br />PLAN <br />SEE <br />TRUSS BEARING <br />SEE PLAN <br />ROOF SHEATHING <br />2x FLAT <br />BLOCKING 2x BLOCKING <br />BETWEEN TRUSS <br />WEBS <br />NAILING TYP <br />SEE FASTENING <br />TABLE <br />TRUSS BEARING <br />SEE PLAN <br />ROOF SHEATHING <br />SEE PLAN <br />2x BLOCKING @ 2'-0" OC <br />CONTINUE MIN (1) <br />TRUSS SPACE EA SIDE <br />OF WALL <br />WALL SHEATHING <br />SEE ARCH <br />STUD WALL <br />SEE PLAN FOR <br />SIZE & SPACING <br />SIMPSON A35 <br />DOUBLE TOP PL <br />ROOF TRUSS <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 11:57:25 AMS502 <br />FRAMING DETAILS <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 BMS <br />1/2" = 1'-0"S502 <br />ROOF FRAMING DETAIL1 <br />1/2" = 1'-0"S502 <br />ROOF FRAMING DETAIL3 <br />1/2" = 1'-0"S502 <br />ROOF FRAMING DETAIL2 <br />1/2" = 1'-0"S502 <br />ROOF FRAMING DETAIL5 <br />1/2" = 1'-0"S502 <br />ROOF FRAMING DETAIL4 <br />1/2" = 1'-0"S502 <br />ROOF FRAMING DETAIL6 <br />1/2" = 1'-0"S502 <br />ROOF FRAMING DETAIL7 <br />1/2" = 1'-0"S502 <br />ROOF FRAMING DETAIL8 <br />2025 <br />0 03/03/25 ISSUED FOR CONSTRUCTION SJF <br />03/03/2025 <br />182