02272026_26004 GARAGE EXPANSION PERMIT SET ssrcd 3 23 2026

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-2.2 TYPICAL FOUNDATION DETAILS 26004 WEST ORANGE, NJ GARAGE EXPANSION 3/4" = 1'-0" 1 TYPICAL PIPE THRU FOOTING DETAIL 3/4" = 1'-0" X SECTION 3/4" = 1'-0" 3 TYPICAL ON GRADE CONTROL JOINT DETAIL 3/4" = 1'-0" A SECTION 1" = 1'-0" 7 TYPICAL CMU WALL DETAILS AND NOTES 3/4" = 1'-0" 9 TYP PIER DETAIL 3/4" = 1'-0" 10 TYPICAL (N) INTERIOR COL FTG CONNECTION DETAIL 3/4" = 1'-0" 8 TYPICAL DETIAL FOR (N) FTG TO (E) FTG CONNECTION

SIMPSON "CC" POST CAP TO FIT ("ECC" WHERE POST SUPPORTS END OF ONLY ONE BM) WOOD BEAM PER PLAN WOOD POST PER PLAN 1. 2. NOTE: BEAM CONT OVER SUPPORT AT SIM. ALL EXT HARDWARE ON WALKWAY TO BE OUTDOOR ACCENTS BY SIMPSONS. EXTERIOR WALLS & BEARING WALLSINTERIOR NON-BEARING WALLS STUDSTUD 5/8" MIN EDGE DISTANCE PORTION OF STUD REMAINING AT NOTCHES OR HOLES SHALL BE SOUND WOOD WITHOUT EXCESSIVE STRENGTH- REDUCING PROPERTIES SUCH AS KNOTS, SPLITS, EXCESSIVE SLOPE OF GRAIN, ETC. * BORED HOLES - MAX SIZE HOLE SHALL BE 60% OF WIDTH 2 1/8" DIA HOLE FOR 2x4, 3x4 3 5/16" DIA HOLE FOR 2x6 5/8" MIN EDGE DISTANCE NOTCHES - MAX DEPTH 40% OF WIDTH 1 3/16" DEEP NOTCH FOR 2x4, 3x4 2 3/16" DEEP NOTCH FOR 2x6 d WIDTH WIDTH BORED HOLES - MAX SIZE HOLE SHALL BE 40% OF WIDTH 2x4 - 1.4" (1 3/8") DIA HOLE 2x6 - 2.2" (2 3/16") DIA HOLE BORED HOLES IN DOUBLE STUDS MAX SIZE HOLE IN DOUBLE STUDS SHALL BE 60% OF WIDTH (NO MORE THAN TWO ADJOINING DOUBLE STUDS TO BE BORED) 2x4 - 1.4" (1 3/8") DIA HOLE 2x6 - 2.2" (2 3/16") DIA HOLE NOTCHES - MAXIMUM DEPTH SHALL BE 25% OF WIDTH 7/8" DEEP NOTCH FOR 2x4, 3x4 1 3/8" DEEP NOTCH FOR 2x6 d * . . * . . NOTCH AT END 2x SOLID BLOCKING (EXCEPT WHERE ENDS OF JOISTS ARE NAILED TO A HEADER. BAND OR RIM JOIST OR TO AN ADJOINING STUD OR BY OTHER APPROVED MEANS) JOIST DEPTH MAX D/6MAX D/6 MAX D/4 MAX D/3 MAX D/3 MIN 2" MIN 2" NOTCHES WITHIN 1/3 SPAN EA END MIDDLE THIRD OF SPAN. BUT BORED HOLES ARE PERMITTED NOTCHES NOT PERMITTED WITHIN BORED HOLES ALSO PERMITTED NOTES: 1. HOLES AND NOTCHES MAY BE ALLOWED ACCORDING TO IBC 2308.9, WHICH IS PICTORALLY REPRESENTED HERE, PROVIDED THAT STRUCTURAL ENGINEERS APPROVAL IN WRITING IS OBTAINED PRIOR TO PROCEEDING. 2. FOR PERMITTED LOCATIONS OF HOLES IN WEBS OF RED-I JOISTS, SEE SHOP DRAWINGS. WALL STUDS PER PLAN AND SCHED TOP PL SPLICE NAILING TO BE (2) 16d x 3 1/4" AT 3" OC FOR 2'-0" ON EITHER SIDE 4' - 0" (MIN) DBL 2x PLALIGN SPLICE W/ STUD BELOW WOOD BEAM PER PLAN SIMPSON "ECCQ46SDS2.5" POST CAP TO FIT WOOD POST PER PLAN SIMPSON MTS16 AT ALL RAFTERS TO 2X DBL PL 2x RAFTERS BOUNDARY NAILING BLOCKING W/ 12d TOE NAILS AT 4" O.C. PLYWOOD ROOF SHEATHING FASCIA BOARD BEAM PER PLAN FINISH PER ARCH ON 3/4" T&G PLWD(N) SIMPSON HANGER PER TRUSS MFR (N) FLOOR TRUSS PER MFR SIMPSON CC3 1/4-6 POST CAP TO FIT (N) WOOD POST PER PLAN (N) WOOD HEADER PER PLAN ROOF SHEATHING 2x RAFTERS PER PLAN RIDGE BEAM PER PLAN SIMPSON

N) SIMPSON HANGER PER TRUSS MFR (N) FLOOR TRUSS PER MFR SIMPSON CC3 1/4-6 POST CAP TO FIT (N) WOOD POST PER PLAN (N) WOOD HEADER PER PLAN ROOF SHEATHING 2x RAFTERS PER PLAN RIDGE BEAM PER PLAN SIMPSON "LRU210Z" HANGER (N) BEAM PER PLAN FINISH PER ARCH ON 3/4" T&G PLWD (N) SIMPSON HANGER PER TRUSS MFR (N) FLOOR TRUSS PER MFR (N) 2x LEDGER W/ (2) 1/4" x 4 1/2" SDS SCREWS AT 12" OC OVERHANG 1' - 7" (N) SIMPSON A35 W/ EA JOIST (N) LS30 SIMPSON CLIPS PER MFR TO DBL 2x PL AND BLKG (N) LSSJ28LZ OR LRU28Z SIMPSPON HANGER PER MFR (N) RAFTERS PER PLAN (N) 2X FASCIA MEMBER PER ARCH (N) 2X6 RAFTERS (E) WOOD WALL PER PLAN (N) LUS26 SIMPSON HANGER (N) 2x LEDGER W/ (1) 1/4" x 4 1/2" SDS SCREWS AT 12" OC (N) WOOD WALL PER PLAN (N) FLOOR TRUSS PER MFR 10d NAILS FOR RAFTER TO RAFTER CONNECTION OVERHANG 1' - 7" (N) SIMPSON A35 W/ EA JOIST (N) LS30 SIMPSON CLIPS PER MFR TO DBL 2x PL AND BLKG (N) LSSJ28LZ OR LRU28Z SIMPSPON HANGER PER MFR (N) INCLINED WOOD WALL PER SCHED (N) RAFTERS PER PLAN (N) 2X FASCIA MEMBER PER ARCH (N) 2X6 RAFTERS (E) WOOD WALL PER PLAN (N) LUS26 SIMPSON HANGER (N) 2x LEDGER W/ (1) 1/4" x 4 1/2" SDS SCREWS AT 12" OC (N) FLOOR TRUSS PER MFR 10d NAILS FOR RAFTER TO RAFTER CONNECTION (N) 2x LEDGER W/ (2) 1/4" x 4 1/2" SDS SCREWS AT 12" OC AS90612HSB TRUSS PLATE CONNECTING RAFTER TO WALL STUD (N) BEAM PER PLAN (N) H1.81Z SIMPSON HURRICANE TIE (N) RAFTER PER PLAN (N) INCLINED WOOD WALL PER SCHED (N) WF BM PER PLAN POST PER SCHED (N) WF BM PER PLAN POST SIMPSON STRONG TIE-CB46 POST CONNECTOR. CUT BOTTOM FLANGES AND WELD BASE TO WF BM AS SHOWN. CONN TO POST W/ (2) 5/8" DIA THRU BOLTS 1/8 1 1/2" 3" 3" 1 1/2" 2 1/2" 3" 3" 1 1/2" (N) 3/8" THK SHEAR TAB W/ (3) 3/4" DIA BOLTS 5" x 10" x 3/4" THK TOP AND BOT FLANGE PLATE W/(6) 3/4" DIA BOLT (N) HSS COL PER PLAN (N) WF BEAM PER PLAN 1/4" (TYP) (N) 3/8" THK CAP PL NOTES: 1. PLATE SHALL BE1 1/2" x (FLANGE WIDTH) UNLESS NOTED OTHERWISE. 2. FASTENER SPACING SHOWN IS MAX., SEE DETAILS ELSEWHERE FOR CLOSER SPACING REQUIREMENTS. 3. ONE ADD'L FASTENER SHALL BE PROVIDED WITHIN 12" OF EA. END OF PLATE. 4. VERIFY NAIL LENGTH ACCEPTABLE FOR PLATE THICKNESS. PROVIDE 4x PLATE IF REQ'D FOR SPECIAL HANGERS OR NAILING. ADJUST PLATE FASTENERS AND BEAM ELEVATION ACCORDINGLY 2x NAILER W/ 1/2" DIA CTSK BOLTS AT 2'-0" OC (N) HSS PER PLAN (N) 1/2" KERF PL W/ (2) 1" DIA BOLTS (N) BRG PL 3/4" x "JOIST WIDTH" x 9" (TYP) (N) BEAM PER PLAN NOTCH

ERS AND BEAM ELEVATION ACCORDINGLY 2x NAILER W/ 1/2" DIA CTSK BOLTS AT 2'-0" OC (N) HSS PER PLAN (N) 1/2" KERF PL W/ (2) 1" DIA BOLTS (N) BRG PL 3/4" x "JOIST WIDTH" x 9" (TYP) (N) BEAM PER PLAN NOTCH BEAM BOT FOR BEARING PL 1 1/2" 4"3 3/4" 5/16 (TYP) (MAX) 1" PER ARCH STEEL BEAM PER PLAN SIMPSON HANGERHANGER BY TRUSS MFR HANGER BY TRUSS MFR 2x NAILER W/ 1/2" DIA CTSK BOLTS AT 2'-0" OC FINISH PER ARCH ON 3/4" T&G PLWD SIMPSON CCQ POST CAP PER TRUSS MFR (N) WOOD POST PER PLAN (N) WOOD TRUSS PER MFR 1" = 1'-0" 7 TYPICAL POST ON (N) WOOD HEADER DETAIL 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-2.3 TYPICAL DETAILS & SECTIONS 26004 WEST ORANGE, NJ GARAGE EXPANSION 3/4" = 1'-0" 1 TYPICAL BEAM TO INTERMEDIATE POST CONNECTION DETAIL 1 1/2" = 1'-0" 2 TYPICAL NOTCHES & HOLES IN STUDS & JOISTS 3/4" = 1'-0" 4 TYP TOP PL SPLICE DETAIL 3/4" = 1'-0" 6 TYPICAL BEAM TO POST END CAP CONNECTION DETAIL 1/2" = 1'-0" G SECTION 3/4" = 1'-0" E SECTION 3/4" = 1'-0" 5 TYP ROOF RAFTERS TO RIDGE BEAM CONN DETAIL 3/4" = 1'-0" D SECTION 3/4" = 1'-0" A SECTION 3/4" = 1'-0" B SECTION 3/4" = 1'-0" F SECTION 3/4" = 1'-0" 3 TYP WOOD POST ON W-BEAM DETAIL 1" = 1'-0" 8 TYPICAL (N) HSS COL TO (N) WF BEAM MOMENT CONNECTION DETAIL 3/4" = 1'-0" 10 TYPICAL NAILER DETAIL 3/4" = 1'-0" 11 (N) WOOD BEAM TO (N) HSS COL CONNECTION DETAIL 3/4" = 1'-0" C SECTION 3/4" = 1'-0" 9 TYPICAL POST ON (N) WOOD TRUSS DETAIL