36' - 0"
GENERAL NOTES
Tuscon,AZ, USA 888-864-0184 inquire@frameupnow.com www.frameupnow.com
8' - 0"
28' - 0"
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 RC 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. AC) 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. SPECIAL INSPECTION IS REQUIRED FOR THICKENED FOUNDATION CONSTRUCTION 1. REINFORCEMENT 2. 2300 PSI CONCRETE POUR B) REINFORCEMENT FOR CONCRETE: 1. 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 SUBBASEMENT PER GENERAL STRUCTURE NOTES. 2. TERMITE PROTECTION SHALL BE PROVIDED PER IC SECTION R318.1 3. NONE TYPICAL ANCHOR BOLT SPACING AT SHEAR WALL AND HOLD DOWN SPECIFICATIONS PER APPROVED ARCHITECTURAL PLANS. 4. INSTALL HOEDOWNS 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.
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#4 @ 1' - 10" (B) #4 @ 1' - 10" B
KEY PLAN
#4 REBAR ON A 2'-0" X 2'-0" GRID OVER AN ENTIRE SLAB
REINFORCED SLAB CONSTRUCTION
3' - 7"
2 #4 CONT. REBAR
POST PAD
#4 @ 1' - 10" (B) #4 @ 1' - 10" B
NO.
DESCRIPTION
DATE
2' - 4"
1- #4 REBAR CONT.
#4 @2' - 7 23/32" - 7
NOTE:
#4 @ 2' - 8" (B) #4 @ 2' - 8" B
3 #4 CONT. REBAR
LEGEND:
2 #4 CONT. REBAR
ELECTRICAL CONDUIT LOCATION
3 #4 VERTICAL REBAR
1 A401
PROJECT
#4-REBAR ON A 2'-0" X 2'-0" GRID SLAB ON GRADE FOUNDATION
Lookout NG 350
DRAWING NAME
STRUCTURAL FLOOR PLAN
#4 CONT. REBAR
ANCHOR BOLT
4" CONCRETE WITH 1 #4 CONT. REBAR
1- #4 REBAR CONT.
6"#2500 CONCRETE SLAB 12X12FTG
POST PAD
12' - 2"
12' - 1"
11' - 10"
Client Name 15_0021
DATE: PROJECT NUMBER: DESIGNED BY: CLIENT NAME:
8' - 1"
28' - 0"
8/7/2024 6:05:46 PM
#4 CONT. REBAR
Designer Author Checker
36' - 1"
CHECKED BY: DRAWN BY:
1' - 0"
3/8" = 1'-0" 1 FOUNDATION REBAR PLAN
1" = 1'-0" 2 SLAB REBAR DETAIL
S102
SCALE:
As indicated
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