02272026_26004 GARAGE EXPANSION PERMIT SET ssrcd 3 23 2026

PIPE SLEEVE, 2" LARGER THAN PIPE. WRAP BTWN PIPE & SLEEVE W/ A COMPRESSIBLE MATERIAL FTG WIDTH 2" MIN DEPTH FTG 2" MIN EXCAVATION MECH DEPTH OF WALL PERMITTED AT THIS AREA (SEE NOTE 2) NO PIPE THRU 1. 2. 3. NOTES: THIS DETAIL SHOWS PERMISSIBLE LOCATIONS OF PIPES, CONDUITS, ETC UNDER BEARING WALLS. STEP FTG EA SIDE OF PIPE SO SLEEVE & PIPE WILL PENETRATE STEM WALL. CONC BACK FILL NOT REQUIRED BY STRUCTURAL ENGINEER UNDER NONBEARING WALL FTG WHEN MECHANICAL EXCAVATION IS LESS THAN 1'-0" DEEP BY 1'-0" WIDE. UNLESS NOTED OTHERWISE X S-2.2 2000 PSI CONC 1 1 WALL REINF 1 1 WIDTH OF EXCAVATION MIN 6" MIN 6" MIN 6" CONSTRUCTION JOINT B CONTROL JOINT 20'-0" OC (MAX) COMPACTED GRANULAR FILL STOP SLAB REINF AT JOINT PROVIDE 1/2" DIA x 2'-0" PLAIN BAR AT 24" OC COAT BAR TO PREVENT BOND W/ CONC SEE PLAN FOR SLAB THICKNESS & REINF (TYP) COMPACTED GRANULAR FILL SEE PLAN FOR SLAB THICKNESS & REINF (TYP) SAW-CUT BARS WITHOUT BURRS OR GRIND SMOOTH 1/8" x 1 1/2" PREMOLDED CONT MASTIC JOINT STRIP OR PREMOLDED CONST JOINT (MAY BE SAW-CUT AT CONTRACTORS OPTION, SAW-CUT AS SOON AS SLAB HAS CURED ENOUGH TO SUPPORT SAW-CUTTING EQUIPMENT, & WITHIN 24 HOURS OF SLAB POUR). 1. NOTE: ANY JOINT MAY BE A CONTROL JOINT OR CONSTRUCTION JOINT, AT CONTRACTORS OPTION. 20'-0" OC (MAX) 20'-0" OC (MAX) 20'-0" OC (MAX) A 4" 4" SLAB ON GRADE PER PLAN PER PLAN "b" PER PLAN "t" UNDISTURBED EARTH OR STRUCTURAL FILL REINF PER SCHED 32" MIN PER PLAN DRAIN PER ARCH DOWELS TO MATCH WALL VERTICAL REINF. ISOLATION JOINT CONCRETE WASH AT FTG (TYP) FINISH PER ARCH 2x SILL PL W/ 1/2" DIA BOLTS AT 4'-0" OC (6" EMBED) (EMBED) 6" 2X WALL STUDS BOND BEAM (2) #5 CONT 3" #5 AT 24" OC (V) WATER PROOFING PAVEMENT PER CIVIL (N) SIMPSON "ABU" POST BASE CONNECTOR (N) WOOD POST PER PLAN 3/4" DIA A. BOLT W/ HILTI HIT RE 500 7" EMBED EMBED 7" PER PLAN (E) CMU WALL (E) SOG REINF PER SCHED (N) WOOD POST PER PLAN ABVB66 SIMPSON POST BASE MATCH FILLING W/ (E) SOG #5 AT 12" OC BAR TO EMBED 5" W/ HILTI HIT RE 500 EMBED 5" "B" PER PLAN (N) SOG FILL (2) #4 x 4'-0" CNTRD AT POST BASE (TYP) (N) SIMPSON "ABU" POST BASE CONNECTOR (N) WOOD POST PER PLAN 3/4" DIA A. BOLT 7" EMBED EMBED 7" (N) FULLY GROUTED CMU WALL BOND BEAM BOND BEAM UNIT BOND BEAM REINF 3/4" MIN COVER AT GROUT POUR STOP GROUT POUR 1/2" BELOW BAR POSITIONER FIRST COURSE ABOVE BOND BM WALL REINF AT END OF WALL WALL REINF AT CORNER #3 HOOK 2-6 LAP W/ HORIZ BM REINF CORNER

OND BEAM REINF 3/4" MIN COVER AT GROUT POUR STOP GROUT POUR 1/2" BELOW BAR POSITIONER FIRST COURSE ABOVE BOND BM WALL REINF AT END OF WALL WALL REINF AT CORNER #3 HOOK 2-6 LAP W/ HORIZ BM REINF CORNER BARS TO MATCH HORIZ REINF TYP HORIZ REINF #5 AT 8" OC VERT BARS UPTO TWO CELLS IN CMU WALL AT END LOCATIONS (TYP). PROVIDE (2) #5 JAMB STEEL FOR CMU ALONG GRID-6. END OF WALL OR EDGE OF OPNG HORIZ REINF STOP SHORT OF CORNER CELL #5 AT 8" OC VERT BAR UPTO TWO CELLS IN EITHER DIRECTION IN CMU WALL AT CORNER LOCATIONS (TYP) 40 DIA (TYP) 40 DIA +8" REINFORCING STEEL: BLOCK THICKNESS 8" BOND BEAMS & LINTELS: REINFBLOCK SIZE BOND BEAMS: MASONRY WALL REINFORCEMENT (UNLESS NOTED OTHERWISE IN SECTIONS/DETAIL) FILL BLOCK VOIDS CONTAINING REINF STEEL W/ 2500 PSI CONC. USE 1/2" MAX AGGREGATE SIZE (2) #5 #5 AT 24"OC HORIZONTAL (BOND BEAMS) VERTICAL BARS ALL JAMBS & CORNERS TO BE REINFORCED W/ CONTINUOUS VERTICAL BAR. FRAME ALL OPENINGS EXCEEDING 24" W/ (2) #5, EXTEND 24" BEYOND CORNERS. FILL ALL BOND BEAMS & LINTELS W/ 2500 PSI CONCRETE W/ 1/2" MAX. AGGREGATE SIZE. PROVIDE CONTINUOUS BOND BEAM COURSE AT TOP OF WALL, DOOR HEAD HEIGHT & AT 4'-0"OC (MAX) BTWN TOP OF WALL & FLOOR LINE. (TYP) 1/2" CLR (2) #58 x 16 1. SEE PLANS, WALL ELEVATIONS/SCHEDULE FOR TYPICAL WALL REINFORCEMENT SIZE AND SPACING. 2. LAY CMU BLOCKS IN RUNNING BOND PATTERN UNO. 3. SOLID GROUT ALL CELLS WITH REINFORCEMENT IN PARTIALLY GROUTED CMU. 4. NO CONDUITS OR PIPES ARE ALLOWED IN CELLS WITH REINFORCEMENT. 5. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH LAPS PER SCHEDULE. PROVIDE BAR POSITIONERS FOR VERTICAL REINFORCEMENT AT 4'-0" OC (MAX). 6. PROVIDE ADDITIONAL REINFORCEMENT, BEYOND TYPICAL, WHERE NOTED ON PLANS AND DETAILS. 7. ALL JAMBS, WALL ENDS, AND CORNERS SHALL HAVE (2) #5 (V) U.N.O. 8. WALLS TO HAVE CONTINUOUS HORIZONTAL REINFORCEMENT AT BASE, AT TOP, AND AT FLOOR AND ROOF DECK LEVEL. 9. PROVIDE (2) #5 HORIZONTAL, EXTENDING 24" BEYOND CORNERS, AT HEAD AND SILL OF ALL OPENINGS MORE THAN 2'-0" WIDE. 10. CONTROL JOINTS TO BE LOCATED BY THE ARCHITECT. CONTROL JOINTS SHALL BE A MINIMUM 16" FROM THE EDGE OF OPENINGS. HORIZONTAL REINFORCEMENT TO RUN THROUGH CONTROL JOINTS. SEE CONTROL JOINT DETAIL FOR MORE INFORMATION. 11. SEE TYPICAL DETAILS FOR MORE INFORMATION. 12. SEE S1.0, S1.1 FOR GENERAL NOTES. CMU NOTES CMU-REBAR SPLICE SCHEDULE FM' = 1500 8 IN CMU REBAR SIZE REBAR LOCATION IN

NT DETAIL FOR MORE INFORMATION. 11. SEE TYPICAL DETAILS FOR MORE INFORMATION. 12. SEE S1.0, S1.1 FOR GENERAL NOTES. CMU NOTES CMU-REBAR SPLICE SCHEDULE FM' = 1500 8 IN CMU REBAR SIZE REBAR LOCATION IN CMU DEV./SPLICE LENGTH REBAR LOCATION IN CMU DEV./SPLICE LENGTH 3 4 5 6 CENTER CENTER CENTER CENTER 15 20 25 43 FACE FACE FACE FACE 15 25 39 74 (UNLESS SHOWN OTHERWISE) (3) #512 x 16 PER PLAN "t" 1/4 (TYP) HSS COL PER PLAN(2" MAX) DRYPACK BASE PL PER SCHED W/ (4) 3/4" DIA ASTM F1554 A-36 THREADED HEX HEAD BOLTS 16" x 14" PEDESTAL W/ (8) #5 (V) AND #3 TIES AT 4" OC CENTER PLINTH AT HSS (TYP) BASE PLATE SCHED* (UNLESS SHOWN OTHERWISE) COLUMN SIZE BASE PLATE HSS 4 x 4 PL 1" x 1'-2" x 1'-2" PEDESTAL - P1 (8) #5 (V) #4 TIES AT 4" OC (TYP) 2" 1' - 4" 1' - 2" 9"(TYP) 1 1/2" 4" 5 1/2" 1 1/2" HSS COL PER PLAN PLAN VIEW (N) SLAB ON GRADE (N) CMU WALL PER PLAN PER PLAN 10" 3" 11" 1' - 0" 1/4" THK LEVELLING PLATE REINF PER SCHED (N) SOG FILL (N) HSS COL PER PLAN C 1/4 BASE PLATE SCHED* (UNLESS SHOWN OTHERWISE) COLUMN SIZE BASE PLATE HSS4X4X3/8 PL 3/4" x 10" X 10" 3" "b" PER SCHED (TYP) 1 1/2" (TYP) 1 1/2" (N) HSS COL PER PLAN PLAN VIEW (N) BASE PLATE PER SCHED W/ (4) 3/4" DIA ASTM F1554 A-36 THREADED HEX HEAD BOLTS 3" L GROUT 2" (E) SOG #4 AT 16" OC 24" LONG 5" EMBED INTO (E) SOG W/ HILTI HY-200 PER SCHED "t" EMBED 9" 6" EMBED (N) 1/4" THK LEVELING PL (E) SOG (VIF) NOTE: NON-SHRINK GROUT BELOW BASE PLATE. REINF PER SCHED CMU WALL (E) 12" THK 6" 6" (N) CMU WALL PER PLAN (E) FTG (VIF) (4) #5 24" LONG (6" EMBED) W/ HILTI HIT RE 500 (TYP) REINF PER SECTION REINF PER SCHED WALL REINF AS PER SECTION (6" EMBED) W/ HILTI HIT RE 500 (TYP) 3/4" = 1'-0" 5 TYP POST ON INTERNAL FTG DETAIL 1" = 1'-0" 4 TYPICAL WOOD POST ON (E) CMU WALL DETAIL 1" = 1'-0" 6 TYPICAL WOOD POST ON (N) CMU WALL 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

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