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