02272026_26004 GARAGE EXPANSION PERMIT SET ssrcd 3 23 2026

"t" = 1 - 0" (N) FTG "b" = 2 - 0" CMU WALL (VIF) (E) 8" THK CMU WALL (VIF) (N) 8" THK "t" = 1 - 0" (N) FTG "b" = 2 - 0" CMU WALL (VIF) (E) 8" THK "t" = 1 - 0" (E) FTG (VIF) "b" = 2 - 0" (E) SOG (VIF) (N) F2.5 (N) F2.0 (N) F4.0 (N) 6x6 (N) HSS4X4X3/8 (N) 4x6 CMU WALL (VIF) (E) 8" THK "t" = 1 - 0" (E) FTG (VIF) "b" = 2 - 0" 27' - 0" 18' - 8 7/8" (E) SOG TO BE CUT (N) F4.5 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" (N) 5" THK SOG W/ 6" X 6" - W1.4x@1.4 WWM T.O.SLAB SHOULB BE MATCHED W/ (E) SOG (N) P1 EXISTINGNEW 8' - 0" 19' - 2 1/8" CMU WALL (VIF) (N) 8"THK (N) T.O.FTG TO BE MATCHED W/ (E) T.O.FTG CMU WALL (VIF) (E) 8" THK "t" = 1 - 0" (E) FTG (VIF) "b" = 2 - 0" (N) HSS4X4X3/8 BELOW A S-2.2 (TYP) LEGEND POST ABOVE + BELOW POST ABOVE POST BELOW (E) WALL ABOVE (E) BEARING WALL (N) LOAD BEARING WALL (N) BEARING WALL ABOVE (N) INCLINED WALL (E) CMU WALL (N) CMU WALL 1. 2. 3. 4. COORDINATE DIMENSIONS WITH ARCHITECTURAL PLANS. DIMENSIONS ARE CONTROLLED BY THE ARCHITECTURAL DRAWINGS. ANY DISCREPANCY IN DIMENSION BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS MUST BE BROUGHT TO THE ENGINEER ’S ATTENTION. INDICATES FOOTING MARK. SEE SCHEDULE FOR SIZE AND REINFORCEMENT. SEE GENERAL NOTES ON S1.0 FOR ADDITIONAL INFORMATION. EXISTING FOUNDATION DATA IS NOT KNOWN HENCE IT IS OWNER'S RESPONSIBILITY. GC TO VERIFY SIZES OF FOOTING PRIOR TO CONSTRUCTION. EOR TO BE INFORMED IF THERE ARE ANY DISCREPANCIES AND CONFLICT. FOUNDATION NOTES FX.X REINFORCINGSIZEMARK FOOTING SCHEDULE F2.0 2'-0" x 2'-0" x 1'-0" (3) #4 EA WAY (BOT) F2.5 2'-0" x 2'-0" x 1'-0" (4) #4 EA WAY (BOT) F4.5 4'-6" x 4'-6" x 1'-0" (4) #5 EA WAY (BOT) F4.0 4'-0" x 4'-0" x 1'-0" (4) #5 EA WAY (BOT) THICKNESS "t"WIDTH "b" WALL FOOTING SCHEDULE 2' - 0" 1' - 0" REINFORCING (3) #4 EA WAY BOT #5 AT 12" OC SW BOT 18' - 8 7/8" (N) (2)2x6 (N) (2)2x6 (N) (2)2x6 (N) (2)2x6 (N) 4x6 (N) 6x6 (N) 4x6 (N) HSS4X4X3/8 (N) (3) 2x12 (N) (2)1 3/4" x 11 7/8" LVL 2.0E (N) (2) 2x12(N) W14X38(N) HSS4X4X3/8 (N) (2)2x6 (N) (2)2x6 (N) (2)2x6 (N) (2)2x6 (N) (2)2x6 (N) (2) 2x12 (N) (2) 2x8 (N) (2) 2x8 (N) (2) 2x8(N) (2) 2x12 (N) 14" DEEP FLOOR TRUSS PER MFR AT 16" OC 27' - 0" C S-2.3 A S-2.3 B S-2.3 E S-2.3 D S-2.3 (N) 4x6 B S-2.3 B S-2.3 (N) 6x6 BELOW BELOW (N) 14" DEEP FLOOR TRUSS PER MFR AT 16" OC 23' - 1 7/8" (N) (3)1 3/4" x 16" LVL 2.0E (N) 2X12 AT 16" OC (N) 2X12 AT 16" OC (N) (2) 2x8(N) (2) 2x8 (N) (2)2x6 (N) (2)2x6 (N) (2)2x6 (N)

) 6x6 BELOW BELOW (N) 14" DEEP FLOOR TRUSS PER MFR AT 16" OC 23' - 1 7/8" (N) (3)1 3/4" x 16" LVL 2.0E (N) 2X12 AT 16" OC (N) 2X12 AT 16" OC (N) (2) 2x8(N) (2) 2x8 (N) (2)2x6 (N) (2)2x6 (N) (2)2x6 (N) (2)2x6 (N) (2) 2x10(N) (2) 2x10 (N) 4x6 (N) (2)2x6 (N) (2)2x6 (N) (2)2x6 (N) (2)2x6 (N) (2)1 3/4" x 11 7/8" LVL 2.0E (N) 2X6 AT 16" OC (N) 2X6 AT 16" OC (N) (2)2x6 (N) (2)2x6 (N) 4x6 27' - 0" 18' - 6 1/8" F S-2.3 (TYP) G S-2.3 5' - 0" 8' - 0" (N) 6x6 FRAMING NOTES 1. 2. 3. 4. 5. 6. 7. 8. COORDINATE DIMENSIONS WITH ARCHITECTURAL PLANS. ROOF DIAPHRAGM TO BE 5/8” CDX (P.I.=48/24) PLYWOOD APPLIED DIRECTLY TO ROOF TRUSSES. PLACE LONG DIRECTION OF PLYWOOD PERPENDICULAR TO ROOF JOISTS/TRUSS DIRECTION. SEE THE GENERAL NOTES ON SHEETS S1.0 FOR ADDITIONAL INFORMATION. ALL JOISTS/TRUSSES ARE DESIGNED FOR LIVE LOAD DEFLECTION OF L/360 AND TOTAL LOAD DEFLECTION OF L/240. DESIGN JOIST FOR ADDL 300 LBS POINT LOADS ANYWHERE ALONG THE SPAN. ALL POST SUPPORTING HEADER AND ROOF BEAMS AT UPPER LEVELS NEED TO BE CONT ALL THE WAY TO FOUNDATION OR STEEL BEAM AT BELOW LEVEL FRAMING. PROVIDE MINIMUM (2) 2x BEARING STUDS AT EACH END OF BEAM/HEADER. ALL HEADERS SHALL BE MINIMUM (2)2X6 FOR OPENINGS UPTO 4'-0" LENGTH AND (2)2X8 FOR OPENINGS GREATER THAN 4' - 0" LENGTH UNO. ON PLAN. ALL EXPOSED WOOD MEMBERS SHALL BE PRESSURE TREATED. ALL EXTERIOR POSTS SHALL BE PRESSURE TREATED OR WOLMANIZED. PROVIDE STUD PACKING AS REQUIRED IF POST WIDTH IS LESS THAN WALL THICKNESS. 9. THE TRUSS HAS BEEN DESIGNED CONSIDERING THE EQUIPMENT WEIGHTS PROVIDED IN THE GENERAL NOTES. 10. PROVIDE REQUIRED WOOD BLOCKING BY TRUSS MANUFACTURER AT ALL INDICATED HATCH LOCATIONS FOR EQUIPMENT SUPPORT. 11. THE SECOND FLOOR FRAMING IS DESIGNED FOR THE EQUIPMENT. CHANGES IN EQUIPMENT POSITION ARE NOT PERMITTED WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER. BEARING WALL SCHEDULE DESCRIPTION FLOOR STUDS SPACING (OC) EXTERNAL WALLS AND CORRIDOR SECOND FLOOR 2x6 16" NOTES: 1. PROVIDE BEARING WALL STUDS AS INDICATED ON BEARING WALL SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. 2. AT BEARING WALLS WHERE ONLY ONE FACE OF WALL IS SHEATHED SUCH AS WALLS AROUND SHAFTS AND DEMISING WALLS PROVIDE SOLID BLOCKING BETWEEN STUDS AT MAX 4' - 0" OC VERT. NON - LOAD BEARING WALL HEADER SCHEDULE (FOR ALL HEADERS NOT SHOWN ON PLAN) OPENING WIDTH HEADER SIZE UPTO 4' - 0" (2) 2x6 (2) 2x84' - 0" TO 6' - 0" 6' - 0" TO 9' - 0" (2) 2x10 INCLINED

- 0" OC VERT. NON - LOAD BEARING WALL HEADER SCHEDULE (FOR ALL HEADERS NOT SHOWN ON PLAN) OPENING WIDTH HEADER SIZE UPTO 4' - 0" (2) 2x6 (2) 2x84' - 0" TO 6' - 0" 6' - 0" TO 9' - 0" (2) 2x10 INCLINED WALLS 2x12 16"SECOND FLOOR COVER (TYP) 2" CLR RENF DETAIL FOR P1 16" 14" CONCRETE PIER SCHEDULE PIER MARK SIZE TIESVERT REINF P1 16" X 14" (8) #5 #3 AT 4" 3" 3/8" = 1'-0" 3 ROOF FRAMING PLAN 3/8" = 1'-0" 2 SECOND FLOOR FRAMING PLAN 3/8" = 1'-0" 1 FOUNDATION PLAN 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-2.0 PROPOSED FLOOR PLANS AND FOUNDATION DETAILS 26004 WEST ORANGE, NJ GARAGE EXPANSION