GENERAL NOTES
Tuscon,AZ, USA 888-864-0184 inquire@frameupnow.com www.frameupnow.com
NOTE : - THIS IS A SCHEMATIC PLAN FOR THE PURPOSE OF LOCATING AND IDENTIFYING FOUNDATION REINFORCING ELEMENTS ONLY. VERIFY ALL DIMENSIONS, DROPS, OFFSETS AND FEATURES WITH THE ARCHITECTURAL PLANS BEFORE FORMING THE FOUNDATION. 3. SPLICES SHALL BE SECURELY WIRED TOGETHER AND SHALL LAP OR EXTEND 4. GRADE OF STEEL FOR RCC WORKS SHALL BE GRADE 4 10. 5. BAR NOTATIONS GIVES INFORMATION A) BAR SIZE B) SPACING(IF REQUIRED) 6. LAP REINFORCEMENT ONLY AT LOCATION SHOWN IN THE DRAWINGS 7. REINFORCEMENT SHALL NOT BE CUT, VENT OR HEATED ON SITE WITHOUT ENGINEERS' APPROVAL. C) CONCRETE SLAB NOTES 1. ALL SLAB REINFORCEMENT SHALL BE 20MM CLEAR MINIMUM FROM BOTTOM AND FROM TOP OF SLAB. 2. REINFORCEMENT IN CONTINUOUS ELEVATED SLAB SHALL BE CUT AS FOLLOWS. ALL REINFORCING SLABS BARS SIZE 10MM OR LARGER SHALL BE DEFORMED IN ACCORDANCE TO ASTM-A706, AND BARS SMALLER THAN 10 MM MAYBE PLAIN. 2. UNLESS OTHERWISE NOTED IN PLANS, THE YIELD STRENGTH OF REINFORCING BARS SHALL BE: A) FOOTING = 40,000 PSI B) NON-LOAD BEARING WALLS AND PARAPETS= 40,000 PSI NOTES: -ALL BEARING WALLS SHOULD HAVE A THICKENED SLAB PER SECTION PER DETAIL A401/5. A) FOUNDATION PLAN NOTES: 1. CONCRETE SLAB SHALL BE 6" THICK WITH 1/2" DIAMETER TENDONS PER LAYOUT PLAN, CENTERED IN SLAB THICKNESS, OVER APPROVED SUBBASE PER GENERAL STRUCTURE NOTES. 2. TERMITE PROTECTION SHALL BE PROVIDED PER IRC SECTION R318.1 3. NONE TYPICAL ANCHOR BOLT SPACING AT SHEAR WALL AND HOLD DOWN SPECIFICATIONS PER APPROVED ARCHITECTURAL PLANS. 4. INSTALL HOLDOWNS BEFORE CONCRETE SLAB POUR. 5. EXISTING FILL ON-SITE SHALL BE COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS IN THE GEOTECHNICAL REPORT. 6. ALL FLOOR SLABS ARE REINFORCED ON CONCRETE SLABS. SPECIAL INSPECTION IS REQUIRED FOR THICKENED FOUNDATION CONSTRUCTION 1. REINFORCEMENT 2. 2300 PSI CONCRETE POUR B) REINFORCEMENT FOR CONCRETE: 1.
36' - 1"
AA, Ethiopia Info@housedocs.store www.housedocs.store
4 #4 CONT. REBAR
4 #4 CONT. REBAR
KEY PLAN
#4 @ 1' - 6" (B) #4 @ 1' - 6" B
#4 REBAR ON A 2'-0" X 2'-0" GRID OVER AN ENTIRE SLAB
4 #4 CONT. REBAR
4 #4 CONT. REBAR
NO.
DESCRIPTION
DATE
PREFABRICATED CONDENSOR PAD
#4 @ 2' - 0" (B) #4 @ 2' - 0" B
NOTE:
4 #4 CONT. REBAR
REINFORCED SLAB CONSTRUCTION
4 #4 CONT. REBAR
LEGEND:
4 #4 CONT. REBAR
4 #4 CONT. REBAR
PROJECT
1' - 3"1' - 1"
15' - 5"
19' - 8"
IMMENSE-550
37' - 4"
DRYWALL
3/8" = 1'-0" 1 FOUNDATION REBAR PLAN
SPRAY INSULATION
DRAWING NAME
ORIENTED STRAND BOARD (OSB) (1/2")
STRUCTURAL FLOOR PLAN
VAPOR BARRIER - POLYETHYLENE - AFS FOAM PAD - AFS - POLYETHYLENE WOOD - AFS - MAPLE FLOORING
FURRING STRIP
CONCRETE CAST-IN-PLACE EXTERIOR-GRADE PLYWOOD
Client Name 0061_12
DATE: PROJECT NUMBER: DESIGNED BY: CLIENT NAME:
8/14/2025 11:21:26 AM
HARD SITE
Designer
CONCRETE SLAB TOPPING
housedocs.store
CHECKED BY: DRAWN BY:
Checker
RIGID FOAM INSULATION BOARD
S102
1" = 1'-0" 2 TYPICAL WALL FTG DETAIL
SCALE:
As indicated
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