02272026_26004 GARAGE EXPANSION PERMIT SET ssrcd 3 23 2026

BWL-1 BWL-2 BWL-BBWL-A 18' - 3 3/8" 26' - 6 1/2" 4' - 0" 9' - 9 7/8" 4' - 0" 3' - 0"21' - 0"3' - 0" 7' - 1 3/8"4' - 11 1/2"3' - 1 1/8"4' - 11 1/2"6' - 10 1/2" 4' - 0" 3' - 3 1/4" 3' - 3 3/8" 3' - 3 1/4" 4' - 0" LEGEND CS-WSP CS-WSP-BWP BRACE WALL FRAMING NOTES 1. 2. 3. 4. 5. 6. 7. MAXIMUM SPACING BETWEEN ADJACENT EDGES OF BWP SHALL NO EXCEED 20'. MAXIMUM BWL SPACING SHALL NOT EXCEED 60' ON CENTER. BRACED WALL PANELS SHALL BE CONNECTED TO FLOOR/CELLING FRAMING AS PER DETAIL 2/S2.1. CS-WSP SHEATHING SHALL HAVE SPAN RATING OF 24 AND MINIMUM 3/8" THK OSB PLYWOOD APPLIED DIRECTLY TO WALL STUDS. PLACE ALONG DIRECTION OF PLYWOOD PERPENDICULAR TO WALL STUD AND STAGGER END LAPS, SHEATHING MUST BE INSTALLED ON ABOVE AND BELOW OPENINGS ALONG WALL LINES. WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED WITH 6d COMMON NAILS (2.0"x0.113") @ 6" OC. AT PANEL EDGES AND 12" OC. AT ALL INTERMEDIATE FRAMING. ALL SILL PLATE ANCHOR BOLTS SHALL BE CAST-IN-PLACE EXCEPT WHERE NOTED OTHERWISE ON PLAN & DETAILS. ADHESIVE OR EXPANSION ANCHORS MAY NOT BE USED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. SIMPSON STRONG TIE LSTA 18 SHALL BE FASTENED WITH FASTENERS (14) 0.148"X 2 1/2". BRACING ABBREVIATIONS CONTINUOUS SHEATHED WOOD STRUCTURAL PANEL CS-WSP - BRACED WALL PANELBWP - CONTINUOUS SHEATHED PORTAL FRAME CS-PF - BRACED WALL LINEBWL - CONTINUOUS RIM OR BAND JOIST 3-16d AT 16" OC ALONG BRACED WALL PANEL 3/4" SHEATHING BLKG. PER MFR AT 24" OC FLOOR TRUSS PER MFR INCLINED BRACE WALL PANEL (E) WOOD WALL CONTINUOUS RIM OR BAND JOIST 3-16d AT 16" OC ALONG BRACED WALL PANEL INCLINED BRACE WALL PANEL (E) WOOD WALL REVISION/ISSUENO. DATE THESE DRAWINGS ARE PROPERTY OF YOGI ENGINEERING LLC. THERE MUST NOT BE REPRODUCED IN WHOLE OR PART. ANY UNAUTHORIZED USE WITHOUT WRITTEN PERMISSION IS PROHIBITED. YOGI ENGINEERING LLC DISCLAIMS RESPONSIBILITY OF THE DOCUMENTS IF USED IN WHOLE OR PART OF ANY OTHER LOCATION. CONTRACTOR SHOULD REVIEW AND VERIFY ALL DIMENSIONS AND CONDITIONS. CONTRACTOR TO REPORT APPLICANT OF ANY ERROR, OMISSION OR INCONSISTENCY DISCOVERED. DISCLAIMER DATE: DRAWN BY: CHKD. BY: PROJECT NO: SCALE: SHEET NO: DRAWING TITLE: PROJECT: yogiengs@gmail.com 238 CHITTENDEN RD, CLIFTON, NEW JERSEY 07013 M: 551.232.4302 02-27-2026 FP SNP FOR PERMITR0 02-27-2026 PROFESSIONAL SEAL ENGINEER AT CLIENT: MAX GROSSMAN As indicated S-2.1 BRACE WALL LAYOUT AT DETAILS 26004 WEST

EN RD, CLIFTON, NEW JERSEY 07013 M: 551.232.4302 02-27-2026 FP SNP FOR PERMITR0 02-27-2026 PROFESSIONAL SEAL ENGINEER AT CLIENT: MAX GROSSMAN As indicated S-2.1 BRACE WALL LAYOUT AT DETAILS 26004 WEST ORANGE, NJ GARAGE EXPANSION 3/8" = 1'-0" 1 BRACE WALL LAYOUT AT SECOND FLOOR 3/4" = 1'-0" 2 EXTERIOR BRACE WALL PANEL CONN. 3/4" = 1'-0" 3 BWP CONN. PERPENDICULAR FRAMING