11'-2" 11'-2 3/8" 11'-2 3/8" 10'-8 1/2" 12'-1 5/8" 28'-2 1/8" 13'-9 1/2" 17'-0" 6'-9" 32'-8" 3'-6 1/2" 1'-8 1/4" 10 3/4" 10 3/4" 14'-2 5/8" 13'-9 1/2" 2'-5 3/4" 2'-0" 8'-0 3/8" 2'-0" 2'-0" 21'-6 1/2" 24'-1 7/8" 28'-3 1/8" 24'-2" 28'-3 1/2" 2'-10 3/8" 17'-0" 6'-9" 32'-8" 10 3/4" 2'-5 7/8" 2'-0" 8'-0 3/8" 2'-0" 2'-0" 1'-8" 10 3/4" 3'-6 1/2" 21'-6 1/2" 24'-2" 21'-6 1/2" 2'-10 1/4" 11'-2" 11'-2 3/8" 11'-2 3/8" 10'-8 1/2" 12'-1 5/8" 14'-2 5/8" 13'-9 1/2" C. SOILS REPORT: 1. A soils report on this specific site was conducted by Jesik Consulting (17-7446), dated November 14, 2017. Design of this foundation is based on information contained in soils report and recommendations contained therein are hereby incorporated as part of these drawings. Site: 55, 57 Aberdeen Bluff Pueblo, Colorado 2. A soils engineer shall inspect the excavation to assure design conditions are met. CONSTRUCTION NOTES B. INSULATED CONCRETE FORMS (ICF): 1. The Contractor shall install (including but not limited to, setting, reinforcing and filling) the ICF's in accordance with all manufacture specifications and recommendations. 2. All lintels over doors, windows and any other miscellaneous openings shall be, at a minimum, reinforced as per the manufacture recommendations unless noted otherwise. A. GENERAL: 1. All construction shall be in accordance with the latest adopted version of the International Building Code as per the local Building Authority and with any other codes of applicable regulatory agencies. 2. The contractors shall verify all dimensions and conditions in the field prior to commencing work. Any discrepancies shall be reported to the engineer and resolved before construction begins. 3. Non-bearing partitions resting on slabs-on-grade shall be constructed with a minimum 2 inch void space, preferably at the bottom, to allow for freedom of movement without adversely affecting the roof or floor above. 4. All bearing partitions shall bear on their own foundations. 5. Provide a minimum horizontal distance of 3'-0" between beam pocket or support and any opening in foundation unless noted by the engineer. 6. Refer to Architectural drawings for all blockouts, foundation steps, and window placement. 7. If any conflicts exist between this design, the soils report, other requirements and specifications, etc., the most stringent requirement shall be followed. E. CONCRETE: 1. Type II cement should be used in all concrete that contacts the soils. Calcium chloride should not be added to concrete containing Type II cement. 2. All foundation concrete shall attain a minimum of 3000 psi compressive strength at 28 days. 3. Concrete shall be mixed, placed and cured in accordance with ACI 318, latest edition. 4. Sawn or formed control joints in slabs on grade shall be made as soon as possible without damage to the surface, but no longer than 48 hours. 5. All grade beams, footings, and concrete pads shall rest on undisturbed soils or compacted structural backfill as per soils report. 6. Minimum clear concrete protection for reinforcement shall be as follows unless otherwise noted: a. Concrete placed directly against earth.......3" b. Slabs on grade..................center of slab. c. Formed surfaces exposed to weather or earth: 1. #5 bars or smaller......................1 1/2" 2. #6 bars or larger.......................2" D. STEEL: 1. Reinforcing must run continuously around the foundation with no interruption, both top and bottom. 2. All rebar shall conform to ASTM standard A615, grade 60. 3. Welded wire fabric shall conform to ASTM standard A185. 4. No splices of reinforcement shall be made and no welding to reinforcing shall be permitted except as detailed or authorized by the foundation engineer. Make all outside bars continuous around corners or provide corner bars of equal size and spacing. Lap all reinforcing steel a minimum of 30 bar diameters. 5. Provide #3 dowels, at exterior steps 2'-0" long @ 18" o.c., exterior slabs #3 x 2'-0" @ 30" o.c. 6. Provide 2 - #5 bars, one each face, with 2'-0" projection on all sides of all openings in concrete. G. WOOD CONSTRUCTION: 1. All structural wood beams shall be fabricated with Hem-Fir No. 2 or better. Allowable unit stresses required for visual grading are as follows: a. Bending.......................................850 psi b. Horizontal Shear.............................75 psi c. Modulus of Elasticity.................1.3 E6 psi 2. All structural Microllam beams shall be as per Trus Joist Corporation and shall be erected in accordance with the manufacturers recommendations. a. Modulus of Elasticity..................1.9 E6 psi F. DRAINAGE AND BACKFILL: 1. All utility trench and foundation backfill must be placed in 8 inch lifts and be compacted to 95% Modified Proctor. 2. Backfilling operations should be carried out after floors are installed. 3. A positive fall of at least 12 inches in the first 10 feet must be provided away from the foundation on all sides. 4. All downspouts must be carried across any backfill and discharged onto concrete splashblocks. 5. For foundation drain requirements refer to soils report. --- PLAN OVERVIEW S0.0 REVISIONS: 20 Jan 2019 J DATE: DRAWN BY: REVIEWED BY: SCALE: PROJECT NO.: # COPYRIGHT NOTICE: All ideas, designs, arrangements and plans indicated or represented by this drawing are owned by, and the property of the Engineer and were created, evolved and developed for use on, and in conjunction with, the specified project. None of such ideas, designs, arrangements or plans shall be used by, or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of the Engineer. P.O. BOX 8564 PUEBLO, CO 81008 VOICE: 719.924.0012 EMAIL: jchrisman.jdc@gmail.com C HRISMAN E NGINEERING, I NC. 51 ABERDEEN BLUFF S1.0 FOUNDATION PLAN 53 ABERDEEN BLUFF S2.0 FOUNDATION PLAN PLAN OVERVIEW SCALE : NONE 20 JANUARY 2019 CHW JDC AS NOTED 12128 20" FTG TYP. 1 3 24'-2" 28'-3 1/2" 2'-10 3/8" 17'-0" 6'-9" 32'-8" 12" DIA. X 36" DEEP CONC. PIER W/ 4 - #5 VERT. AND #3 TIES (T, M, B)TYP. @ TWO LOCATIONS 10 3/4" 2'-5 7/8" 2'-0" 8'-0 3/8" 2'-0" 2'-0" 1'-8" 10 3/4" 3'-6 1/2" 21'-6 1/2" 24'-2" 21'-6 1/2" 2'-10 1/4" LVL DROP BEAM BY OTHERS VAPOR BARRIER 11'-2" 11'-2 3/8" 11'-2 3/8" 10'-8 1/2" 12'-1 5/8" 14'-2 5/8" 13'-9 1/2" 24"X24" CONC. PAD TYP. BEAM POCKET BEAM POCKET CRAWL SPACE 4" CONCRETE SLAB GARAGE 2 2 1 1 1 1 16" FTG TYP. BLOCKOUT FOR O.H.D. AS PER ARCH. PLANS C. SOILS REPORT: 1. A soils report on this specific site was conducted by Jesik Consulting (17-7446), dated November 14, 2017. Design of this foundation is based on information contained in soils report and recommendations contained therein are hereby incorporated as part of these drawings. Site: 55, 57 Aberdeen Bluff Pueblo, Colorado 2. A soils engineer shall inspect the excavation to assure design conditions are met. CONSTRUCTION NOTES B. INSULATED CONCRETE FORMS (ICF): 1. The Contractor shall install (including but not limited to, setting, reinforcing and filling) the ICF's in accordance with all manufacture specifications and recommendations. 2. All lintels over doors, windows and any other miscellaneous openings shall be, at a minimum, reinforced as per the manufacture recommendations unless noted otherwise. A. GENERAL: 1. All construction shall be in accordance with the latest adopted version of the International Building Code as per the local Building Authority and with any other codes of applicable regulatory agencies. 2. The contractors shall verify all dimensions and conditions in the field prior to commencing work. Any discrepancies shall be reported to the engineer and resolved before construction begins. 3. Non-bearing partitions resting on slabs-on-grade shall be constructed with a minimum 2 inch void space, preferably at the bottom, to allow for freedom of movement without adversely affecting the roof or floor above. 4. All bearing partitions shall bear on their own foundations. 5. Provide a minimum horizontal distance of 3'-0" between beam pocket or support and any opening in foundation unless noted by the engineer. 6. Refer to Architectural drawings for all blockouts, foundation steps, and window placement. 7. If any conflicts exist between this design, the soils report, other requirements and specifications, etc., the most stringent requirement shall be followed. E. CONCRETE: 1. Type II cement should be used in all concrete that contacts the soils. Calcium chloride should not be added to concrete containing Type II cement. 2. All foundation concrete shall attain a minimum of 3000 psi compressive strength at 28 days. 3. Concrete shall be mixed, placed and cured in accordance with ACI 318, latest edition. 4. Sawn or formed control joints in slabs on grade shall be made as soon as possible without damage to the surface, but no longer than 48 hours. 5. All grade beams, footings, and concrete pads shall rest on undisturbed soils or compacted structural backfill as per soils report. 6. Minimum clear concrete protection for reinforcement shall be as follows unless otherwise noted: a. Concrete placed directly against earth.......3" b. Slabs on grade..................center of slab. c. Formed surfaces exposed to weather or earth: 1. #5 bars or smaller......................1 1/2" 2. #6 bars or larger.......................2" D. STEEL: 1. Reinforcing must run continuously around the foundation with no interruption, both top and bottom. 2. All rebar shall conform to ASTM standard A615, grade 60. 3. Welded wire fabric shall conform to ASTM standard A185. 4. No splices of reinforcement shall be made and no welding to reinforcing shall be permitted except as detailed or authorized by the foundation engineer. Make all outside bars continuous around corners or provide corner bars of equal size and spacing. Lap all reinforcing steel a minimum of 30 bar diameters. 5. Provide #3 dowels, at exterior steps 2'-0" long @ 18" o.c., exterior slabs #3 x 2'-0" @ 30" o.c. 6. Provide 2 - #5 bars, one each face, with 2'-0" projection on all sides of all openings in concrete. G. WOOD CONSTRUCTION: 1. All structural wood beams shall be fabricated with Hem-Fir No. 2 or better. Allowable unit stresses required for visual grading are as follows: a. Bending.......................................850 psi b. Horizontal Shear.............................75 psi c. Modulus of Elasticity.................1.3 E6 psi 2. All structural Microllam beams shall be as per Trus Joist Corporation and shall be erected in accordance with the manufacturers recommendations. a. Modulus of Elasticity..................1.9 E6 psi F. DRAINAGE AND BACKFILL: 1. All utility trench and foundation backfill must be placed in 8 inch lifts and be compacted to 95% Modified Proctor. 2. Backfilling operations should be carried out after floors are installed. 3. A positive fall of at least 12 inches in the first 10 feet must be provided away from the foundation on all sides. 4. All downspouts must be carried across any backfill and discharged onto concrete splashblocks. 5. For foundation drain requirements refer to soils report. W.W.F. OR CONCRETE CONTAINING FIBERMES not to scale CONTROL JOINT DETAIL CLEAR SILICONE CAULKING FILL JOINT WITH 1" IN FRESH CONCRETE SAW OR FORM JOINT 1/4" 4" CONCRETE FLOOR SLAB, REINFORCE WITH WIRE MESH OR CONCRETE CONTAINING FIBER MESH ADDITIVE, SAWCUT OR FORM CONTROL JOINTS @ 15' O.C. MAXIMUM, TYP. O.C. EACH WAY #5 BARS @ 9" PER PLAN not to scale CONCRETE PAD DETAIL 4X4 WOOD POST W/ BASE 12" min. 3" TO 5" POST BASE SECURED W/ & CAP PER FRAMING PLAN 1/2" X 5" WEDGE BOLT 1 TOP OF WALL TOP OF FOOTER 10" 2'-8" 2 2 - #4 CONT. #4 HOOK @ 36" O.C. (6'X40") ALTERNATE DIRECTION 1 - #4 CONT. TOP & BOTTOM 1/2" X 10" A.B. @ 48" O.C. 4" MAX. 6" CONCRETE FOUNDATION INSULATED CONCRETE FORM (11" ICF) TOP OF WALL TOP OF FOOTER 10" 3'-8" #4 HOOK @ 36" O.C. (6'X40") ALTERNATE DIRECTION 1 - #4 CONT. TOP & BOTTOM 1/2" X 10" A.B. @ 48" O.C. 4" MAX. 8" CONCRETE FOUNDATION 2 - #4 CONT. WINDOW HEAD (81") TOP MAIN FLOOR PLATE TOP OF FOOTER TOP OF FLOOR JOIST 10" 3'-10 1/8" 10'-8 7/8" 13'-6 1/4" 2 - #5 CONT. #4 HOOK @ 36" O.C. (6'X40") 1 - #5 CONT. TOP & BOTTOM 1 - #5 HORIZ. CONT. @ 32" O.C. 1 - #5 VERT. @ 24" O.C. 1/2" X 10" A.B. @ 48" O.C. 6" CORE 12" MAX. 4" MAX. 1 1/2" CLEAR 6" CONCRETE FOUNDATION INSULATED CONCRETE FORM (11" ICF) not to scale WALL DETAIL 1 not to scale WALL DETAIL 2 not to scale WALL DETAIL 3 --- FOUNDATION PLAN S1.0 6 APRIL 2108 CHW JDC AS NOTED 12127 REVISIONS: 6 APR 2018 J DATE: DRAWN BY: REVIEWED BY: SCALE: PROJECT NO.: # COPYRIGHT NOTICE: All ideas, designs, arrangements and plans indicated or represented by this drawing are owned by, and the property of the Engineer and were created, evolved and developed for use on, and in conjunction with, the specified project. None of such ideas, designs, arrangements or plans shall be used by, or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of the Engineer. P.O. BOX 8564 PUEBLO, CO 81008 VOICE: 719.924.0012 EMAIL: jchrisman.jdc@gmail.com C HRISMAN E NGINEERING, I NC. FOUNDATION PLAN SCALE : 1/4" = 1'-0" 16" FTG TYP. 20" FTG TYP. 16" FTG TYP. LVL DROP BEAM BY OTHERS VAPOR BARRIER CRAWL SPACE 4" CONCRETE SLAB GARAGE 11'-2" 11'-2 3/8" 11'-2 3/8" 10'-8 1/2" 12'-1 5/8" 28'-2 1/8" 13'-9 1/2" 17'-0" 6'-9" 32'-8" 12" DIA. X 36" DEEP CONC. PIER W/ 4 - #5 VERT. AND #3 TIES (T, M, B)TYP. @ TWO LOCATIONS 3'-6 1/2" 1'-8 1/4" BLOCKOUT FOR O.H.D. AS PER ARCH. PLANS 10 3/4" 10 3/4" 14'-2 5/8" 13'-9 1/2" 24"X24" CONC. PAD TYP. BEAM POCKET BEAM POCKET 2 2 1 1 1 1 3 2'-5 3/4" 2'-0" 8'-0 3/8" 2'-0" 2'-0" 21'-6 1/2" 24'-1 7/8" 28'-3 1/8" 2'-10 3/8" 21'-6 1/2" 2'-10 1/4" 1 C. SOILS REPORT: 1. A soils report on this specific site was conducted by Jesik Consulting (17-7446), dated November 14, 2017. Design of this foundation is based on information contained in soils report and recommendations contained therein are hereby incorporated as part of these drawings. Site: 55, 57 Aberdeen Bluff Pueblo, Colorado 2. A soils engineer shall inspect the excavation to assure design conditions are met. CONSTRUCTION NOTES B. INSULATED CONCRETE FORMS (ICF): 1. The Contractor shall install (including but not limited to, setting, reinforcing and filling) the ICF's in accordance with all manufacture specifications and recommendations. 2. All lintels over doors, windows and any other miscellaneous openings shall be, at a minimum, reinforced as per the manufacture recommendations unless noted otherwise. A. GENERAL: 1. All construction shall be in accordance with the latest adopted version of the International Building Code as per the local Building Authority and with any other codes of applicable regulatory agencies. 2. The contractors shall verify all dimensions and conditions in the field prior to commencing work. Any discrepancies shall be reported to the engineer and resolved before construction begins. 3. Non-bearing partitions resting on slabs-on-grade shall be constructed with a minimum 2 inch void space, preferably at the bottom, to allow for freedom of movement without adversely affecting the roof or floor above. 4. All bearing partitions shall bear on their own foundations. 5. Provide a minimum horizontal distance of 3'-0" between beam pocket or support and any opening in foundation unless noted by the engineer. 6. Refer to Architectural drawings for all blockouts, foundation steps, and window placement. 7. If any conflicts exist between this design, the soils report, other requirements and specifications, etc., the most stringent requirement shall be followed. E. CONCRETE: 1. Type II cement should be used in all concrete that contacts the soils. Calcium chloride should not be added to concrete containing Type II cement. 2. All foundation concrete shall attain a minimum of 3000 psi compressive strength at 28 days. 3. Concrete shall be mixed, placed and cured in accordance with ACI 318, latest edition. 4. Sawn or formed control joints in slabs on grade shall be made as soon as possible without damage to the surface, but no longer than 48 hours. 5. All grade beams, footings, and concrete pads shall rest on undisturbed soils or compacted structural backfill as per soils report. 6. Minimum clear concrete protection for reinforcement shall be as follows unless otherwise noted: a. Concrete placed directly against earth.......3" b. Slabs on grade..................center of slab. c. Formed surfaces exposed to weather or earth: 1. #5 bars or smaller......................1 1/2" 2. #6 bars or larger.......................2" D. STEEL: 1. Reinforcing must run continuously around the foundation with no interruption, both top and bottom. 2. All rebar shall conform to ASTM standard A615, grade 60. 3. Welded wire fabric shall conform to ASTM standard A185. 4. No splices of reinforcement shall be made and no welding to reinforcing shall be permitted except as detailed or authorized by the foundation engineer. Make all outside bars continuous around corners or provide corner bars of equal size and spacing. Lap all reinforcing steel a minimum of 30 bar diameters. 5. Provide #3 dowels, at exterior steps 2'-0" long @ 18" o.c., exterior slabs #3 x 2'-0" @ 30" o.c. 6. Provide 2 - #5 bars, one each face, with 2'-0" projection on all sides of all openings in concrete. G. WOOD CONSTRUCTION: 1. All structural wood beams shall be fabricated with Hem-Fir No. 2 or better. Allowable unit stresses required for visual grading are as follows: a. Bending.......................................850 psi b. Horizontal Shear.............................75 psi c. Modulus of Elasticity.................1.3 E6 psi 2. All structural Microllam beams shall be as per Trus Joist Corporation and shall be erected in accordance with the manufacturers recommendations. a. Modulus of Elasticity..................1.9 E6 psi F. DRAINAGE AND BACKFILL: 1. All utility trench and foundation backfill must be placed in 8 inch lifts and be compacted to 95% Modified Proctor. 2. Backfilling operations should be carried out after floors are installed. 3. A positive fall of at least 12 inches in the first 10 feet must be provided away from the foundation on all sides. 4. All downspouts must be carried across any backfill and discharged onto concrete splashblocks. 5. For foundation drain requirements refer to soils report. W.W.F. OR CONCRETE CONTAINING FIBERMES not to scale CONTROL JOINT DETAIL CLEAR SILICONE CAULKING FILL JOINT WITH 1" IN FRESH CONCRETE SAW OR FORM JOINT 1/4" 4" CONCRETE FLOOR SLAB, REINFORCE WITH WIRE MESH OR CONCRETE CONTAINING FIBER MESH ADDITIVE, SAWCUT OR FORM CONTROL JOINTS @ 15' O.C. MAXIMUM, TYP. O.C. EACH WAY #5 BARS @ 9" PER PLAN not to scale CONCRETE PAD DETAIL 4X4 WOOD POST W/ BASE 12" min. 3" TO 5" POST BASE SECURED W/ & CAP PER FRAMING PLAN 1/2" X 5" WEDGE BOLT 1 TOP OF WALL TOP OF FOOTER 10" 2'-8" 2 2 - #4 CONT. #4 HOOK @ 36" O.C. (6'X40") ALTERNATE DIRECTION 1 - #4 CONT. TOP & BOTTOM 1/2" X 10" A.B. @ 48" O.C. 4" MAX. 6" CONCRETE FOUNDATION INSULATED CONCRETE FORM (11" ICF) TOP OF WALL TOP OF FOOTER 10" 3'-8" #4 HOOK @ 36" O.C. (6'X40") ALTERNATE DIRECTION 1 - #4 CONT. TOP & BOTTOM 1/2" X 10" A.B. @ 48" O.C. 4" MAX. 8" CONCRETE FOUNDATION 2 - #4 CONT. WINDOW HEAD (81") TOP MAIN FLOOR PLATE TOP OF FOOTER TOP OF FLOOR JOIST 10" 3'-10 1/8" 10'-8 7/8" 13'-6 1/4" 2 - #5 CONT. #4 HOOK @ 36" O.C. (6'X40") 1 - #5 CONT. TOP & BOTTOM 1 - #5 HORIZ. CONT. @ 32" O.C. 1 - #5 VERT. @ 24" O.C. 1/2" X 10" A.B. @ 48" O.C. 6" CORE 12" MAX. 4" MAX. 1 1/2" CLEAR 6" CONCRETE FOUNDATION INSULATED CONCRETE FORM (11" ICF) not to scale WALL DETAIL 1 not to scale WALL DETAIL 3 --- FOUNDATION PLAN S2.0 6 APRIL 2108 CHW JDC AS NOTED 12127 REVISIONS: 6 APR 2018 J DATE: DRAWN BY: REVIEWED BY: SCALE: PROJECT NO.: # COPYRIGHT NOTICE: All ideas, designs, arrangements and plans indicated or represented by this drawing are owned by, and the property of the Engineer and were created, evolved and developed for use on, and in conjunction with, the specified project. None of such ideas, designs, arrangements or plans shall be used by, or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of the Engineer. P.O. BOX 8564 PUEBLO, CO 81008 VOICE: 719.924.0012 EMAIL: jchrisman.jdc@gmail.com C HRISMAN E NGINEERING, I NC. FOUNDATION PLAN SCALE : 1/4" = 1'-0"