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HomeMy WebLinkAboutPlansGeneral Notes: The purpose of these drawings is to graphically depict the general nature of the work to be performed. The Contractor shall confirm dimensions and select fabrication processes and techniques prior to construction. All construction and materials shall be in accordance with all applicable codes, ordinances, laws, permits, and contract documents. The contractor shall be responsible for the accurate placement of all new construction. The contractor shall confine his or her operations on the worksite to those areas previously agreed on with the owner. All materials stored on site shall be properly stacked and protected to prevent damage and deterioration. Failure to protect material may be cause for rejection of work. The Contractor shall review locations of light fixtures and other recessed ceiling and wall elements prior to framing for proper placement of these items. The contractor shall verify all field dimensions and conditions, and shall notify the architect of any variations from those items shown herein. The jobsite shall be maintained in a clean, ordered condition, free of debris and litter. The jobsite shall not be unreasonably encumbered with any materials or equipment. Each subcontractor, immediately upon completing each phase of his or her work, shall remove all trash and debris as a result of his or her operation. The contractor shall do all cutting, fitting or patching of his or her work that may be required to make its several parts to fit together properly. The contractor shall not endanger any other work by cutting, excavating, or otherwise altering the total work or any other part of it. All patching, repairing and replacing of materials and surfaces cut or damaged in execution of work shall be done with applicable materials so that surfaces replaced will, upon completion, match surrounding similar surfaces. Mechanical subcontractor shall be responsible for designing and installing a code compliant heating and ventilation system. Plumbing subcontractor shall be responsible designing and installing a code compliant water, drain lines, and proper venting. Electrical subcontractor shall be responsible for designing and installing a code compliant electrical system. The Contractor shall provide all necessary blocking, backing, and framing for bathroom accessories, handrails, guardrails, electrical fixtures, mechanical equipment. recessed items, and any other items, as required. Refer to truss manufacturer's submittal for truss package details. Truss manufacturer to provide pre-engineered roof trusses and floor joists to provide compliance with Structural Engineer and IRC conventional construction provisions under the following min. loading characteristics: 40 PSF Roof Snow Load, per truss manufacturer 40 PSF Floor Live Load 60 PSF Balcony Load, if applicable The Contractor shall be responsible for arranging all necessary inspections required by Garfield County prior to covering any such portions of work. Energy Compliance: (all values are as depicted on plans) Ceilings and Ceilings w/ raised trusses: R49: R-38 foam + R-11 batt Walls Above Grade: R-28 foam Walls Below Grade N/A Floor over unheated spaces: R-21 foam Exposed Slab Edge, heated areas: N/A Glazing Provided: Insulated glass, Low E HVAC Ducts in unheated spaces: R-11 Air Leakage: Exterior joints around windows and door frames, openings between walls and foundations and between walls and roof/ceilings and between wall panels, openings at penetrations of utility services through walls, floor and roofs and all other similar types of openings in the building envelope shall be caulked, gasketed, weather stripped, or otherwise sealed to prevent in a manner approved by the Building Official. Vapor Retarder: Vapor retarders shall be installed in all non -vented framed ceilings and rafter spaces All drawings, plans, and specifications are instruments of service arovided by Jeff Johnson Architectural P.C. and remain the property Df the Architect. These instruments of service may not be reused without written consent by Jeff Johnson Architectural P.C. Johnson -Carter Architects, P.C. Nordell Addition Springridge Subdivision, Lot 31 Garfield County, Colorado Date: 07-31-13 C=3 Sec T7/474- A-(- Gt uti t3 Sado( /14 cj Rv t / re frvi e4A. -j APPROVED SUB,iECT TO NOTED P.XCEp'nom & INSPECTIONS GARFIELD COUNTY BUILD DEPART %tog By LD COPY NO flsflCTION wITROUT Mtn PLANS ON SITE 1r of Sheet Index: CVR Improvement Survey A21 Adaeri-9'fgs. Index & Sections A31 Addition Elevations & Wall Detail S1 Notes & Index S2 Foundation Plan 33 Floor Framing Plan S4 Roof Framing Plan 742 sq. ft. (cio Johnson -Carter Architects, P.C. Jeffrey Scott Johnson Richard Brian Carter 136 East Third Street Rifle. CO 81650 (970) 625-0580 phone (970) 625-0581 fax jcarchitectspc.com Copyright 2013 0 2 201s 203490 Z 0 1 is 0 O t M O i =o ,o 170 ' n Cr°■ri O CD 00 ara ma 76 gg■ri C Ir. 0 Permit Set Construction General Notes & Sheet Index Date: 07-31-13 1307H-07-31-13 CVR • '44 U kri‘k m O itiH Gam) t a a c } ca m = = m CU Z ili C Ul L:',4 C C Cri 73 G o f :f2 E r- Z3 t Z Q Ci. EXCEPTIONS TO TITLE IMPROVEMENT SURVEY PLAT OF: LOT 31., SPRINGRIDGE RESERVE P.U.D., PHASE 3 A PARCEL OF LAND SITUATED IN A PORTION OF SECTION 10, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE 6th P.M. COUNTY OF GARFIELD, STATE OF COLORADO SHEET 1 OF 1 10. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted, as reserved in United States Patent recorded as Follows: Date Recorded September 16, 1910 September 16, 1910 Book/Page 71/435 71/436 Reception No. 40271 [Does not affect subject property] 40272 [Affects subject property, cannot be shown] 11. Right of way for ditches or canals constructed by the authority of the United States, as reserved In United States Patent recorded as follows: Date Recorded Book/Page September 16, 1910 71/435 September 16, 1910 71/436 Reception No. 40271 [Does not affect subject property] 40272 [Affects subject property, cannot be shown] 12. Holy Cross Electric Association, Inc. Right -of Way Easement recorded October 24, 1983 In Book 637 at Page 761 as Reception No. 346815. [Does not affect subject property. Shown hereon in Dry Park Road R.O.W.] 13. Matters related to the mineral estate as disclosed by Warranty Deed recorded February 28, 1990 in Book 773 at Page 556 as Reception No. 410257 and any and all assignments of record, or otherwise, thereof, or interests therein. (Affects subject property. Cannot be shown.] 14. Agreement recorded November 23, 1992 in Book 883 at Page 191 as Reception No. 455518. [Water rights agreement, affects subject property. Cannot be shown.] 15. Easement Deed recorded February 7, 1994 in Book 891 at Page 919 as Reception No. 458931. [Does not affect subject property.] 16. Deeds of Conservation Easement In Gross recorded September 8, 2003 In Book 1515 at Page 791 as Reception No. 636012 recorded September 8, 2003 in Book 1515 at Page 870 as Reception No. 636013 recorded September 8, 2003 in Book 1515 at Page 948 as Reception No. 636014 recorded September 8, 2003 in Book 1516 at Page 1 as Reception No. 636015 and recorded September 8, 2003 in Book 1516 at Page 80 as Reception No. 636016. [Affects subject property. Cannot be shown.] 17. Resolution No. 2003-77 recorded October 14, 2003 in Book 1529 at Page 260 as Reception No. 638607. [Affects subject property. Cannot be shown.] 18. Resolution No. 2004-93 recorded October 5, 2004 in Book 1628 at Page 371 as Reception No. 661098. [Affects subject property. Cannot be shown.] 19. Resolution No. 2005-11 recorded February 8, 2005 in Book 1661 at Page 345 as Reception No. 668309. [Affects subject property. Cannot he shown.] 20. Resolution No. 2005-58 recorded August 3, 2005 in Book 1713 at Page 862 as Reception No. 679495. [Affects subject property. Cannot be shown.] 21. Construction Permit for Installation of Utilities in Public Right -of Ways recorded August 9, 2005 in Book 1715 at Page 396 as Reception No. 679890 Amendment No. 1 recorded October 25, 2005 in Book 1739 at Page 97 as Reception No. 685089 and recorded October 25, 2005 in Book 1739 at Page 100 as Reception No. 685090. [Does not affect subject property.] 22. Easement Quit Claim Deed recorded August 26, 2005 in Book 1720 at Page 693 as Reception No. 681071. [Does not affect subject property.] 23. Declaration of Covenants, Conditions and Restrictions for Springridge Reserve Subdivision recorded August 26, 2005 in Book 1720 at Page 731 as Reception No. 681076 Supplemental Declaration recorded November 16, 2005 in Book 1746 at Page 188 as Reception No. 686584 Second Supplemental Declaration recorded August 7, 2007 as Reception No. 730252. [Affects subject property. Cannot be shown.] 24. 2006 -Construction Permit for Installation of Utilities in Public Right -of Ways recorded April 17, 2006 in Book 1790 at Page 286 as Reception No. 696129. [Does not affect subject property.] 25. 2006 -Construction Permit for Installation of Utilities in Public Right -of Way recorded April 17, 2006 in Book 1790 at Page 311 as Reception No. 696129. [Does not affect subject property.] 26. Water Service Agreement recorded March 12, 2007 in Book 1901 at Page 910 as Reception No. 718854. [Affects subject property. Cannot be shown.] 27. Springridge Reserve Planned Unit Development Phase 3 Subdivision Improvements Agreement recorded August 7, 2007 as Reception No. 730250. [Affects subject property. Cannot be shown.] 28. Matters disclosed on the Final Plat of Springridge Reserve Planned Unit Development, Phase 3 recorded August 7, 2007 as Reception No. 730251. [Shown.] NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. IFOUND #I ;AND PLAS L.S. !FOUND #5 [AND PLAS II L.S. GRAVEL ROAD en 0 0 FIND PLA ; L.S REBAR C CAP 28643 REBAR IC CAP 28643 (2) 4" PVC 4" PVC I LOT 30 I 21' SEWER EASEMENT 0'4. 1 199.43' 4" PVC FOUND #5 REBAR AND PLASTIC CAP 466• L.S. #28643 6475 M „Yf OILOZ 1-. CD W in SMGLE STOROUSE WOOD FRAME N 12.8.5 H1DD VE V ALLEY DRI REBAR TIC CAP #28643 FOUNp #5 REBAR AND PLAS C CAP L.S. #28643 I� BASIS OF BEARING S 6 049 34 W 2 3. 7 r LOT 32 CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA C1 50.72' 370.56' 25.40' 50.68' S 21°13'33" E 7°50'31" C2 34.43' 797.45' 17.22' 34.42' N 21°24'56" W 2°28'25" 8 g<34 Ciao ® © 8 LEGEND CATV PEDESTAL TELEPHONE PEDESTAL ELECTRIC TRANSFORMER SEWER STUBOUT CURB STOP WATER HYDRANT GAS METER ELECTRIC METER SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 20 TRANSFORMER ON CONCRETE PAD GAS RISER Cl GRAPHIC SCALE 0 10 20 40 6482 LOT 44 PHASE 1 80 ( IN FEET ) 1 inch = 20 it VICINITY MAP SCALE: 1" = 2000' PROPERTY DESCRIPTION LOT 31 SPRINGRIDGE RESERVE PLANNED UNIT DEVELOPMENT, PHASE 3 ACCORDING TO THE PLAT THEREOF RECORDED JULY 27, 2007 AS RECEPTION No. 730251 COUNTY OF GARFIELD STATE OF COLORADO NOTES 1) Date of Survey: February 13, 2012. Updated July 18, 2013. 2) Date of Preparation: February, 2012. updated July 30, 2013. 3) Basis of Survey: The Final Plat of, Springridge Reserve Planned Unit Development Phase 3, Recorded July 27, 2007 as Reception No. 730251, The title commitment prepared by Stewart Title under File No. 01330-3797 with and effective date of February 06, 2012, various documents of record, and the found monuments, as shown. 4) Basis of Bearing: A bearing of S67°49'34"W from a found Rebar and Cap L.S. 028643 at the Easterly corner of said Lot 31, to a found Rebar and Cap L.S. 026843 at the Southerly corner of said Lot 31, as shown. 5) Basis of Elevation = Based on The Springridge Reserve P.U.D. project to Establish an elevation of 6462.5 on the found 05 rebar & plastic cap L.S. 028643 monumenting the Southeastery boundary corner of Lot 31, as shown. 5) This survey does not constitute a title search by Sopris Engineering, LLC (5E) to determine ownership or easements of record. For all information regarding easements, rights of way and/or title of record, SE relied upon the above said items described In note 3. SURVEYOR'S CERTIFICATE I hereby state that this Improvement Survey Plat was prepared by Sopris Engineering, LLC (SE) for: Nancy R. & Leonard A. Nordell, Michael & Susan Barrena, & Stewart Title Guaranty Company I furthermore state that the improvements on the above described parcel on this date, July 18, 2013, except utility connections are entirely within the boundaries of the parcel except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there Is no apparent evidence or si n of any easement crossing or burdening any part of said parcel, except as note E t' ° law re state that this property is subject to reservations, restrictions, ?etg 1�t i ents of record or In place. Mark 11141/4t - Beck . ss�+4 'F�;� 28643 of 'h'' 119N�� eckler L.S. RAB 27164 07/31/13 27164—ISP-2013 AJS 27164 02/15/12 26164\27164—ISP 27164 01/09/08 26164\27164—ILC / 25 ridge line 5:12 j 742 f addition/ existin • build? 1 A21 /\ / \ r \ / \ / \/ ng\7 �\c Roof Plan Roof Plan Notes 1. Enclosed attics and enclosed rafter spaces covered with a ceiling membrane shall be ventilated in accordance with Section R806.1. 2. Complying attic access shall be provided for buildings with combustible ceilings or roof construction. (Section R807.1). 3. Asphalt shingles shall be installed in accordance with Section R905.2. Prrovide Architectural Grade shingles with a 30 year warranty. Flashing for asphalt shingles shall comply with Section R905.2.8. 4. Provide ice and water shield over roof sheathing, double ply at hip roofs and valleys. 18" minimum band back from edge. 5. Roof trusses shall be by pre-engineered roof truss manufacturer, designed for 40 lbs. per square foot minimum snow bad. 6. Provide gutter and downspout assemblies. 7. Roof overhang per dimensioned plan. Section Notes 1. All framed walls, floors and roof/ceiling compromising elements of the building thermal envelope shall be provided with moisture control complying with Section R318.1. 2. Locations subject to decay damage require the use of an approved species and grade of lumber, pressure preservatively treated or decay resistant in accordance with Section R319.1 3. Except where required to be waterproofed, foundation walls that retain earth and enclose habitable or usable spaces located below grade shall be dampproofed (Section R406.1). 4. Underfloor spaces, other than basements, cellars or those addressed under exceptions to Section R408.2 shall be provided with ventilation openings through foundation walls or exterior walls (Section R408.1). 5. Draftstops shall be installed when there is usable space both above and below the concealed space of a floor/ceiling assembly, so that the area of concealed space is isolated. t.o. plate match exist_ approx. 109'-1 1/8" o • of stone r 4 A31 addittpn floor t.o.ply. 100'-0" t in t.o.c. 98'-9 1/2" t.o.f. 95'-7 7/8" scale: 3/16" = 5 • Attic Ventilation Summary: "Itfrraevrriclgeoe. Non Vented roofs: 742 SF Required net sq. in. 0 sq. in. 12 Thri 0 0 'N r 8'-9" • 1 8'-9" 35-0" 8'-9" • 9 covered patio r 6'-113'/2" 5'-93 e" 25'-0' 5-632" 6'-1132 1 • • • v / / / / \ / \ / \ ♦\ i0 \ \\ , \\94 V 8'-9" :4 4'-6' master suite 25'-0" / / L 0 yl r` 4 _rti/ V-51 12-6" 2 m rn 7-0' wic 0 L I crawl • I 11 access) __1J I7/ 1 roof line above /- 1- / tub / / I / / / / a 742 sf addition LI existing building ..7 F -- / I 13 to sink 1 r 35-0" 5 A21 All drawings, plans, and specifications are instruments of service provided by Jeff Johnson Architectural P.C. and remain the property of the Architect. These instruments of service may not be reused without written consent by Jeff Johnson Architectural P.C. — crawl space Floors over vented crawlsoaces must be insulated; R-30 or enough to fill the cavity. Vents shall be located below the bottom of the floor joist per IRC, R-408.1. As an alternative to insulating floors, crawlspace walls shall be permitted to be insulated when the space is not vented to the outdoors and meets the requirements of IRC, R-408.3. Take precautions to protect plumbing in these areas. Walt etail— scale: 1/4" = 1'-0" r J / Wall Detail 8'-65 A' Exterior Wall- Siding Hardiplank Siding - match the existing residence 50# building paper 5/8 inch exterior grade plywood 2 X 6 wood studs at 16 inch on center 4' foam insulation between studs 6 mil poly vapor barrier 5/8 inch gypsum board Painted and finished L _ _ J H OPMAAPA4M4ONOiO Roof Detail Addition Roof System: Architectural Grade Shingles Grace ice and water shield 5/8 inch exterior grade plywood 2 X rafters Spaced per Structural R-38 foam insulation between rafters R-11 batt insulation 6 mil poly vapor barrier 518 inch gypsum board Painted and finished tit io 71-10%" 81-6%* Per ZOOYrge, R 806.g 6 Floor Detail Addition Floor System: Floor finish 1 1/4' warmboard subfloor 11 718' engineered wood joist at 16 inch on center R-21 foam insulation between joists semi -conditioned, vented crawl space per IRC 6 mil poly vapor barrier over 2" gravel course A21 rn �i Addition Plan scale: 1/4" = 1'-0" 5ee P/.m Ageehmmh l3/- 53 a 5D/c o Nem teyuiternea- s ih e2/5/n4y dwell/gfs. Door Notes 1. A floor or landing is required at each side of an exterior door except for stairways of one or two risers serving nonrequired exit doors (Section R311.4.3). 2. Landings shall be at least as wide as the door or stairway served and shall have a minimum dimension in the direction of travel of 36 inches (914 mm) (Section R311.4.3). 3. Exterior doors shall be designed to resist the design wind loads specified in Table R301.2(2) and adjusted for height and exposure per Table R301.2(3) (Section R613.2). 4. Glass doors shall be anchored in accordance with the published manufacturer's recommendations (Section R613.5.1). Window Notes 1. Required glazed openings shall comply with Sec. R303.7. 2. Exterior windows shall be designed to resist the design wind loads specified in Table R301.2(2) and adjusted for height and exposure per Table R301.2(3) (Section R613.2). 3. Windows shall be anchored in accordance with the published manufacturer's recommendations (Section R613.5.1). Mullions occurring between individual window and glass door assemblies shall comply with Section R613.6. .wog- fr wine/004 : u = . 55 Per zoo? 1' 6 c c geguerenA Johnson -Carter Architects, P.C. Jeffrey Scott Johnson Richard Brian Carter 136 East Third Street Rifle, CO 81650 (970) 625-0580 phone (970) 625-0581 fax jcarchitectspc.com Copyright 2013 Scor 406 0 2 2013% 203490 c) 0 9Q' 0 u,. M _.� o 0 ea Etttn L o ■ ,OC Ma ,(1) v Ma tttn a.= en o CD CD m! 'i .I. c .i 0 0 Permit Set Construction Addition Plans & Sections Date: 07-31-13 1307H-07-31-13 A21 1 2 1o} t.o. plate _ match exist approx.109'-1 1/8" to • of stone addlt n floor t.o.ply. 100'-0" t.o.c_ 98'-9 1/2' t.o. plate rn t.o.f. 95-7 7/8" ��� 121 highest ridge 1 eave line match exist. approx.109'-1 1/8" n X d 742 sf addition 12 3'-0" 11/ 111 - 1 I61 Western Elevation A31 scale: 1/4" = 1'-0" t.o.f. 95'-7 7/8" All drawings, plans, and specifications are instruments of service provided by Jeff Johnson Architectural P.C. and remain the property of the Architect. These instruments of service may not be reused without written consent by Jeff Johnson Architectural P.C. Eastern Elevation scale: 1/4" = 1'-0" ''- 0 0 in 1 building height Exterior Finish Legend sf t.o. plate _ match exis approx.109'-1 1/8" 7 9 100'-0" 114- 98'-9 2 12 10 Wall Finish Notes 1. Gypsum board shall be installed in accordance with Section R702.3 and Table R702.3.5. 2. Ceramic tile surfaces shall be installed in accordance with Section R702.4. 3. Water-resistant gypsum backing board for ceramic tile installed on ceilings shall be installed In accordance with Section R702.4.2 and is prohibited in locations identified in Section R702.4.3. 4. Wall and ceiling finishes shall have a flame -spread classification of not greater than 200 and a smoke -developed index of not greater than 450 (Section R315). 5. Wood, hardboard and wood structural panel shall be installed in accordance with Section R703.3. 6. Wood shakes and shingles used as an exterior wall covering shall be installed in accordance with Section R703.5. 7. Exterior plaster shall be installed in accordance with Section R703.6. 8. Exterior stone veneer shall be installed in accordance with Section R703.7. 9. Stone veneer shall be anchored to the supporting wall with corrosion -resistant metal ties in accordance with Section R703.7.4. 10. Exterior walls shall be provided with flashing to prevent the entry of water into the wall cavity (Section R703.8). Elevation Notes: 1. Approved numbers (address) shall be provided in a position that is plainly visible and legible from the street or road fronting the property (Section R321.1). 2. Window wells shall have a minimum horizontal area of 9 square feet with a minimum projection and width of 36 inches. The well area shall allow the emergency escape and rescue opening to be fully opened (Section 310.2). 3. Bars, grills, covers and screens placed over emergency escape and rescue openings, bulkhead enclosures or window wells are permitted. provided they comply with Section R310.4. 4. Guardrails at least 36 inches in height shall be provided where porches, balconies or raised floor surfaces are greater than 30 inches above the floor or grade below (Section R312.1). Guardrails shall comply with Section R312.2 for opening limitations. existing ff .d' 511 95'-7 7/8" Northern Elevation scale: 1/4" = 2 5 9❑ • • tt►T�I ►t %!!../ari I!!!/!!!/!/!!! riteZer steXceifrigrierg all Ca 2x blocking dbl 2x6 top plate rafter extension 5/8 inch soffit board hardiplank trim, profile and color to match existing Addition Roof System: Architectural Grade Shingles Grace ice and water shield 5/8 inch exterior grade plywood R-38 foam insulation between rafters 2 X rafters Spaced per Structural R 11 batt insulation 6 mil poly vapor barrier 5/8 inch gypsum board Painted and finished Exterior Wall- Siding Hardlplank Siding - match the existing residence 50# building paper 5/8 inch exterior grade plywood 2 X 6 wood studs at 16 inch on center 4" foam insulation between studs 6 mil poly vapor barrier 5/8 inch gypsum board Painted and finished flashing and sealant cast stone sill Wall at stone wainscot Cast stone veneer Match the existing residence Galvanized wire mesh 50# building paper 5/8 inch exterior grade plywood 2 X r wood studs at 16 inch on center R-19 min. batt insulation _: jZ_ z d } 6 mil poly vapor barrier 5/8 inch gypsum board Painted and finished Addition Floor System: Floor finish 1 1/4" warmboard subfloor 11 7/8" engineered wood joist at 16" o.c. R-21 foam insulation between joists C-3.4, a - i=►1l etttiliV 2x6 sill plate foam behind rim board rim board 2 X treated sill plate over sill sealer anchor bolls per Structural concrete foundation wall refer to Structural extend foam to concretel8" below grade engineered backfill spray applied dampproofing 8' concrete foundation, all Cir.ttaspae Ve4-wi per Loot .T lz G feoheotr R 40 a./ ern d g- 408-5. Wall Detail scale: 1" =1'4r Concrete Footer: see Structural semi -conditioned, vented crawl space per IRC 6 mil poly vapor barrier over 2" gravel course Johnson -Carter Architects, P.C. Jeffrey Scott Johnson Richard Brian Carter 136 East Third Street Rifle, CO 81650 (970) 625-0580 phone (970) 625-0581 fax jcarchitectspc.com Copyright 2013 M Ala + 0 Q .,L = O O .y 154. .c, c O ll. N w .0 Ey am -0w O me ■� cot BE C's a cn Permit Set Construction Addition Elevations & Wall Detail Date: 07-31-13 1307H-07-31-13 A31 1 architectural shingles 2 painted fascia- match existing 3 hardi plank siding- match existing 4 stone sill 5 cast stone veneer 6 wood column 7 cast stone pier 8 window/door trim 9 finish grade 10 foundation below 11 existing grade sf t.o. plate _ match exis approx.109'-1 1/8" 7 9 100'-0" 114- 98'-9 2 12 10 Wall Finish Notes 1. Gypsum board shall be installed in accordance with Section R702.3 and Table R702.3.5. 2. Ceramic tile surfaces shall be installed in accordance with Section R702.4. 3. Water-resistant gypsum backing board for ceramic tile installed on ceilings shall be installed In accordance with Section R702.4.2 and is prohibited in locations identified in Section R702.4.3. 4. Wall and ceiling finishes shall have a flame -spread classification of not greater than 200 and a smoke -developed index of not greater than 450 (Section R315). 5. Wood, hardboard and wood structural panel shall be installed in accordance with Section R703.3. 6. Wood shakes and shingles used as an exterior wall covering shall be installed in accordance with Section R703.5. 7. Exterior plaster shall be installed in accordance with Section R703.6. 8. Exterior stone veneer shall be installed in accordance with Section R703.7. 9. Stone veneer shall be anchored to the supporting wall with corrosion -resistant metal ties in accordance with Section R703.7.4. 10. Exterior walls shall be provided with flashing to prevent the entry of water into the wall cavity (Section R703.8). Elevation Notes: 1. Approved numbers (address) shall be provided in a position that is plainly visible and legible from the street or road fronting the property (Section R321.1). 2. Window wells shall have a minimum horizontal area of 9 square feet with a minimum projection and width of 36 inches. The well area shall allow the emergency escape and rescue opening to be fully opened (Section 310.2). 3. Bars, grills, covers and screens placed over emergency escape and rescue openings, bulkhead enclosures or window wells are permitted. provided they comply with Section R310.4. 4. Guardrails at least 36 inches in height shall be provided where porches, balconies or raised floor surfaces are greater than 30 inches above the floor or grade below (Section R312.1). Guardrails shall comply with Section R312.2 for opening limitations. existing ff .d' 511 95'-7 7/8" Northern Elevation scale: 1/4" = 2 5 9❑ • • tt►T�I ►t %!!../ari I!!!/!!!/!/!!! riteZer steXceifrigrierg all Ca 2x blocking dbl 2x6 top plate rafter extension 5/8 inch soffit board hardiplank trim, profile and color to match existing Addition Roof System: Architectural Grade Shingles Grace ice and water shield 5/8 inch exterior grade plywood R-38 foam insulation between rafters 2 X rafters Spaced per Structural R 11 batt insulation 6 mil poly vapor barrier 5/8 inch gypsum board Painted and finished Exterior Wall- Siding Hardlplank Siding - match the existing residence 50# building paper 5/8 inch exterior grade plywood 2 X 6 wood studs at 16 inch on center 4" foam insulation between studs 6 mil poly vapor barrier 5/8 inch gypsum board Painted and finished flashing and sealant cast stone sill Wall at stone wainscot Cast stone veneer Match the existing residence Galvanized wire mesh 50# building paper 5/8 inch exterior grade plywood 2 X r wood studs at 16 inch on center R-19 min. batt insulation _: jZ_ z d } 6 mil poly vapor barrier 5/8 inch gypsum board Painted and finished Addition Floor System: Floor finish 1 1/4" warmboard subfloor 11 7/8" engineered wood joist at 16" o.c. R-21 foam insulation between joists C-3.4, a - i=►1l etttiliV 2x6 sill plate foam behind rim board rim board 2 X treated sill plate over sill sealer anchor bolls per Structural concrete foundation wall refer to Structural extend foam to concretel8" below grade engineered backfill spray applied dampproofing 8' concrete foundation, all Cir.ttaspae Ve4-wi per Loot .T lz G feoheotr R 40 a./ ern d g- 408-5. Wall Detail scale: 1" =1'4r Concrete Footer: see Structural semi -conditioned, vented crawl space per IRC 6 mil poly vapor barrier over 2" gravel course Johnson -Carter Architects, P.C. Jeffrey Scott Johnson Richard Brian Carter 136 East Third Street Rifle, CO 81650 (970) 625-0580 phone (970) 625-0581 fax jcarchitectspc.com Copyright 2013 M Ala + 0 Q .,L = O O .y 154. .c, c O ll. N w .0 Ey am -0w O me ■� cot BE C's a cn Permit Set Construction Addition Elevations & Wall Detail Date: 07-31-13 1307H-07-31-13 A31 GENERAL 1. Project Design is based on the following criteria: Code: 2003 iR.CiIBC Snow Load.40_ psf Floor Live Load: 40 psf Seismic Design Category: 43/C Basic Wind Speed (3 -Second Gust): 90 mph, Exposure B Allowable soil bearing7t5BBf�sf� At=rieif soil pressure: 55 pcf for restrained condition Active soil pressure: 45 pcf for free-standing condition Passive soil pressure: 300 pcf Coefficient of friction: .35 2. Work shall be performed in accordance with all agencies having jurisdiction, including. but not limited to Federal, State, County, and OSHA regulations. 3. Provided dimensional information is for reference and check purposes. The Contractor shall coordinate all dimensions included in these structural drawings with the Architectural and verify all as -built field conditions. Any discrepancies that may affect the work shall be reported to the Engineer as early as possible, prior to proceeding with any affected work. 4. The Contractor shall be responsible for methods of construction, including but not limited to, bracing and shoring for anticipated vertical and horizontal loads, whether temporary or permanent construction, by means that are required to perform the work in a safe and appropriate manner. The scope of the Engineer of record shall not include these considerations. Observation visits to the site by the structural engineer shall not include inspection of the above items nor will the structural engineer be responsible for the contractor's means, methods, techniques, sequences for procedure of construction, or the safety precautions and the programs incident there to. 5. The Contractor shall furnish and distribute all soils and material testing as required by the project specifications. including soil compaction, concrete compressive strength. masonry compressive strength and structural steel bolting and welding. 6. Engineer's acceptance shall be obtained for all structural alternates. 7. These documents are intended to accompany the Architectural documents for the exclusive use of this project and shall not be used otherwise. The use of these documents for any other purpose is not authorized. Written authorization from the Engineer of record must be obtained for any other use. 8. Contractor shall notify Engineer if any openings are to be cut in structural systems. 9. Where supplemental details are deemed necessary, the contractor shall notify the engineer and the engineer shall provide sufficient details for the work to proceed. 10. The Engineer shall be notified of the items requiring verification or discrepancies therein by the Contractor in a timely fashion in order to appropriately make modifications. FOUNDATIONS OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION 150 PSF J r 1. Foundations have been designed using the anticipated -values stated in the General section above per the Report by H. P. Geotech, Job No. 107 0625, dated August 31, 2007 The Contractor shall notify a representative of the Geotechnical Engineer upon initial excavation and prior to setting forms in order to field witness the excavated conditions. If findings differ from the originally anticipated conditions and/or design modifications are required, the Engineer shall be promptly notified in order that any revisions may he made prior to proceeding with construction. GENERAL STRUCTURAL NOTES 2. All bottom of footing elevations shall be a minimum of 36'' below grade. Footing elevations referenced herein are for reference only; final elevations to be determined by field conditions and Geotechnical Engineer determinations. Notify Engineer of field conditions and elevation adjustments. 3. Backfill shall be compacted to a minimum of 95% standard proctor density in structural or paved areas and 90% in landscaped areas. 4. Alt footings shall be placed on firm, natural, undisturbed soil or properly compacted and tested back fill with prior approval of the Geotechnical Engineer. Contractor shall protect excavations and direct site drainage to avoid deterioration of substrates prior to concrete placement. 5. Provide foundation ventilation in crawl space areas as required by Architect. 6. All wood attached to concrete or masonry shall be 2x redwood or pressure treated lumber. Attach sill plates with 1/2"0 hooked anchor bolts (7" minimum embedment) at 48" on center (unless noted otherwise). Anchor bolts shall be located within 12" from the ends of each plate section. 7. Care should be exercised in back fill. Heavy equipment should not be used in proximity of retaining walls or stem walls. When back filling stem walls that have soil on both sides, back fill should be Lrought up evenly to avoid excessive one -side surcharges. Walls back filled on one side only shall have all supporting slabs, permanent framing or temporary bracing in place prior to placement of the back fill (unless noted otherwise on plans). 8. Site retaining walls and exterior slabs on grade shall not be attached to the foundation (unless noted otherwise on plans). LEGEND & ABBREVIATIONS 2x4 OR 2x6 @ 16" O.C. STUD BEARING WALL 2x4 OR 2x6 0 16" O.C. STUD BEARING WALL ABOVE STEEL BEAM TIMBER BEAM JOiST W./ HANGER/BUCKET STEEL BEAM CONN. U.N.O. EDGE OF PLYWOOD SHEATHING 1 KiNG, I TRMR HEADER SUPPORT 1 KiNG, 2 TRMR HEADER SUPPORT [ 1 TOP OF BEAM ELEVATION T.O.PLY TOP OF PLYWOOD ELEVATION T.O.W. TOP OF WALL ELEVATION T.O.F. TOP OF FOOTING ELEVATION T.O.S. TOP OF SLAB ELEVATION T.O.PL TOP OF PLATE ELEVATION ■ 3-2x6 BUILT-UP WOOD POST, U.N.O. • 3-2x4 BUILT-UP WOOD POST, U.N.O. 31E POST ABOVE H STEEL WIDE FLANGE COLUMN O STEEL PiPE COLUMN ▪ TUBE STEEL COLUMN MOMENT CONNECTION OVER -FRAMING VERTICAL STEP TRANSITION SW BWP BWP-A F.O.S. ABV (E) (P1) V. I. F. ADH A.B. C.J. CL R U.N.O. SHEAR PANELING SHEAR WALL (IBC 2305.3) 4'-0" WIDE BRACED WALL PANEL (IBC 2308.9.3) 2'-8" ALTERNATE BRACED WALL PANEL (IBC 2308.9.3.1) FACE OF STUD ABOVE EXISTING NEW VERIFY IN FIELD ADHESIVE ANCHOR BOLT CONTROL JOINT CLEAR UNLESS NOTED OTHERWISE CONCRETE 1. Concrete compressive strength (Pc) shall be 3,000 psi at 28 days. Special inspection shall be provided as required by the Building Official. Aggregate shall conform to the requirements of ASTM C-33. Maximum fly ash content in cementitious material shall be 20 %. Maximum slump at the truck discharge point shall be 6". Air content shall be in accordance with local industry standard practice. 2. Adhesive anchors shall be of the type and depth shown on the drawings or approved substitution. These shall be installed in accordance with the manufacturer specifications and special inspection shall be periodic as required by the Building Official 3. Reinforcing steel shall be high strength deformed bars in compliance with ASTM A-615. Yield strength (Fy) shall be 60 ksi. Welded wire reinforcement shall conform to ASTM A-185 and furnished in flat sheets. 4. Reinforcement steel installation must be viewed by Building Official or Engineer prior to footing concrete placement and prior to installation of inside wall forms. All bars and embedded items must be secure prior to placement of concrete; placement of any items during the pour is not permitted. 5. Unless otherwise noted, the clear distance to reinforcement for placement against earth shall be 3" and clear distance to reinforcement for placement against forms shall be 2" for bars #6 and greater and 1-1/2" for bars #5 and smaller. 6. Unless otherwise noted or prohibited, lap length of reinforcement bar steel shall be 32 bar diameters. Wire fabric shall be lapped a minimum of one full mesh plus 2" at ends and sides and tied together. Continuous reinforcement in beams and walls shall be spliced at midspan for top bars and over supports for bottom bars. 7. Unless otherwise noted, provide a minimum of 2-#5 bars at all jambs, heads. and sills of openings with 2-0" projection beyond opening as well as all top and bottom grade beams. 8. Wall concrete must be allowed to cure for a minimum of 7 days prior to back fill unless high early additives or other measures, such as partial back fill to facilitate other portions of the work, are specifically approved by the Engineer in advance. 9. Cold joints shall be pre -approved by the Engineer. Slabs on grade may be poured continuously and crack control joints may be tooled or saw cut within 12 hours at minimum 15 foot intervals 1/8" x 1" deep. 10. All slabs -on -ground shall be 4" thick and reinforced with 4'x4"-W2.9xW2.9 welded wire fabric or #4 0 18" on center each way unless noted otherwise on the plans. Reinforcement to be placed in center of slab. Slabs shall be poured on a 4"gravel base course. 11. All exposed concrete edges shall have a minimum of 3/4" chamfer or 12" tooled round unless noted otherwise. 12. Reference Architectural drawings for nonstructural concrete. 13. Reference Architectural and Civil drawings for waterproofing and drainage provisions. All walls are designed for back fill free from groundwater pressure and alt footing sub grades shall be protected from excessive wetting - a reliable perimeter drain with adequate slope and suitable discharge must be installed per a Geotechnical Engineer's recommendations. CORNER DWLS. TYP 1 1/2" CLR� TYP f HORIZ WALL REINF, TYP PLAN OF SINGLE CENTERED MAT REINF CONC WALLS NOTE: VERTICAL WALL REiNF NOT SHOWN FOR CLARITY NOTE: DOWELS ARE IN LINE WiTH THE HORiZ REINF, LATERAL OFFSET iS 0", TYP REINF LAP & HOOK SCHEDULE SIZE Hd Hd x 2 Ld #4 8" 1'-4" 1'-4" #5 10" 1'-8" l'-8" #6 1'-0" 2'-0" 2-0" NOTE: CORNER DOWELS SHALL MATCH THE S ZE AND SPACING OF THE HOR/Z WALL REINF TYPICAL CONT HORIZ REINF DWLS TIMBER & WOOD PRODUCTS 1. All wood for structural framing shall be per latest edition of the National Design Specifications for Wood Construction by the National Forest Products Association and the following grading agencies: the Western Wood Products Association (WWPA). the National Lumber Grades Authority (NLGA). All studs shall be Douglas Fir/Larch (North) or HF Stud Grade. All built-up stud columns, beams, headers, plates. floor joists and roof rafters shall be Douglas Fir/Larch (North) or HF No. 2 Solid beams shall be shall be Douglas Fir/Larch (North) No. 1. Exterior studs shall be 2x6 0 16" O.C. minimum. interior studs shall be 2x4 @a 16" O.C. minimum (unless noted otherwise on plans). LSL studs are also acceptable. 2. Glue Laminated members shall be made of Douglas Fir -Larch with 12% MC and shall conform to 24FV8 or, with prior approval from the Engineer, 24FV4. Tops shall be clearly labeled. Use exterior glue for all exposed laminated members. 3. Laminated Veneer Lumber (LVL) shall be 2600 Fb, 1,900,000 E. grade by TrusJoist McMillan or approved equal. LVL shall be 1 3/4" wide. Built-up 1 3/4" beams must be joined according to minimum manufactured specifications and four member beams must use bolts (unless noted otherwise on plans). Parallel Strand Lumber (PSL) shall be 2900 Fb, 2,000,000 E, grade by TrusJoist McMillan or approved equal. 4. Plywood and Oriented Strand Board: -Flooring shall be 23/32" 48/24 rated T&G glued at joints and joists and nailed w' 10d at 6-12 (unless noted otherwise on plans). 1 e" 'Warmboard' installed per the mfgr is also acceptable. -Roof sheathing shall be 19/32" 40/20 rated nailed wi 10d at 6-12 with all edges supported by framing, clips or blocking and shall be oriented perpendicular to rafters (unless noted otherwise on plans). -Conventional shear wall (SW) sheathing, Braced Wall Panel (BWP) pnd Alternate Braced Wall Pane! ,(BWP-A) sheathing shall be 15/32" CDX, Conventional shear walls shall be nailed w/ 10d @ 4-12 Ira all edges blocked (unless noted otherwise on plans). Braced Wall Panels shall be a minimum of 4' long in plan and shall be nailed w/ 10d @ 6-12 with all edges blocked. Braced Wall Panels may be sheathed with gypsum wall board each side with all edges blocked. Alternate Braced Wall Panels shall be a minimum of 2'-8" in length, shall be nailed w/ 10d @ 3-12 with all edges blocked, and shall have a hold-down PHD2) to double stud at each end of panel. 5. Wood trusses shall be designed for the loads noted in the General section. Shop drawings shall include calculations bearing the stamp of a Registered Engineer and shall be submitted to the Engineer for approval prior to fabrication. 6. Wood exposed to weather shall oe appropriately treated. 7 Minimum headers shall be 3-7 a"LVL at 2x6 stud bearing walls and 2-7 -'Q" LVL at 2x4 stud bearing walls (unless noted otherwise on plans). 8. Fabricated wood joists with flanges and webs called for on the drawings are as manufactured by the TrusJoist Corp. of Boise, Idaho. Joists by other manufacturers may be used if the depth, strength and deflection is equal to that of the joist specified for the particular span and spacing. Fabricated wood joists shall be installed in accordance with the manufacturer's recommendations. Supply all plates, blocking, bridgil j, bracing. stiffeners and other related items as recommended by the manufacturer. 9. Studs of gable end walls may break at lateral supports such as ceiling lids. Otherwise, studs shall be continuous from bottom plate to raked top plates. 10. Provide solid blocking in floor framing below load bearing partitions running perpendicular to joists. Provide solid blocking in floor framing below non -load bearing partitions running parallel to floor joists. 11. Provide blocking within floor and roof systems per IBC requirements and below posts for continuous bearing to foundations or support beams/columns below. 12 Lag bolts shall be lead drilled for threads per NDS standards and clearance drilled for unthreaded shank portion. 13. Provide adequate venting at crawl spaces, attics, and within rafters per IBC and architectural details. 14. Unless noted otherwise, minimum nailing shall be in accordance with IBC Fastening Schedule 2304.9.1. 15. Steel connectors shall be manufactured by Simpson Company or approved equal. Use nails per manufacturers specifications. 16. Alt wood attached to concrete or masonry shall be 2x redwood or pressure treated lumber (unless noted otherwise on plans). Attach sit plates with 1/2"e hooked anchor bolts (7" minimum embedment) at 48" on center (unless noted otherwise on plans). 17 Beams are not a substitute for joist in layout. If beam falls in joist layout space, place joist next to beam. 18. Nail or screw at 12" O.C. all built-up wood columns called out on plans to the sheathing and drywall. 19. All multiple stud columns shown at the ends of headers over openings shall be designated as the number of trimmers. King studs are additional to the number of column studs shown. 20. All isolated concealed post to beam connections shall be (2) A34 anchors. All isolated exposed timber post to beam connections shall be (2)1/2"o countersunk lag bolts with minimum 4" embedment. DRAWING INDEX S1 GENERAL STRUCTURAL NOTES, LEGEND & ABBREV'S, & INDEX S2 FOUNE. tTION PLAN S3 FLOOR FRAMING PLAN S4 ROOF FRAMING PLAN ALL DRAWN AND WRITTEN INFORMATION HEREIN SHALL NOT BE DUPLICATED. DISCLOSED. OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF JAMES JACKSON ROMEO, STRUCTURAL DESIGN CONSULTANT. L.L.C. %13"-, �i •......o NORDELL RESIDENCE ADDITION LOT 31 SPRINGRIDGE SUBDIVISION GARFIELD COUNTY, COLORADO ISSUES: DATE RELEASE 5-17-13 PERMIT James Jackson Romeo, P.E. Structural Design Consultant, Inc. Custom Residential Specialist Intuitive Construction Drawings 3901 Mountain Drive 811 Glenwood Springs, CO 81601 Phone/Fax: (970)-945-4742 Email: jim@jjrstructural.com PROJECT NO.: 12002 DRAWN BY: JJR ENGINEER: JJR DATE: 5-17-13 SHEET TITLE GENERAL STRUCTURAL NOTES, DWG INDEX, LEGEND & ABBREV'S SHEET NO. S1 OF 4 ClUtl T.O.PLY SEE PLAN T.O.W. 1-1 SEE PLAN 11 7/8" 1 -JOISTS t. 2-#4 CONT 5/e" DIA xA.B. r� 48" O.C. #4 @ 10 O.C. CONT. HORIZ W.' 244 TOP BARS T.O.F. 41.1 SEE PLAN 2-#4 CONT Ii CONT LSL RIM TRTD 2x6 MUDSILL 1 SLOPE AWAY FROM STRUCTURE 1 —8"GONG WALL #4 VERT HOOK DWLS @ 16" O.C. ALTERNATE HOOK DIRECTION o \S 1'-8" TYP U.N.O. Q NOTE: U PROVIDE FOUNDATION DRAINAGE, INSULATION AND WATERPROOFING PER ARCH AND GEOTECH ENGR TYP CRAWL FOUNDATION 3 4"= 1'-0" Floors over vented crawlspaces must be insulated; R-30 or enough to fill the cavity. Vents shall be located below the bottom of the floor joist per IRC, R-408.1. As an alternative to insulating floors, crawlspace walls shall be permitted to be insulated when the space is not vented to the outdoors and meets the requirements of IRC, R-408.3. Take precautions to protect plumbing in these areas. 23/4" OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION 15.00 PSF FOOTING SCHEDULE FTG SIZE REINF © 4'-0" SO 10" 4-#5 EA WAY 8' 9" 8'-9" 35'-0" 60'-0" - - 8'-9" 8'-9" DEMO PIER PROVIDE #4 x 2'-0" EPDXY DWLS MATCHING (E) RE1NF TO (E) FDN 9 co \ \ 9 N 9'45/8" N oif 8'-4 5/8" TOf. X95'. 7 7,8" ---\ TO.W. 98'-9 7/8" 8'45/8" _t_ 8'-4 5/8" r /-,5 8 12 - rr 6' 11 1/2" 5'-9 3/8" T.O.W. FOUNDATION PLAN SCALE: 1/4"= 1'-0" NOTE: EXISTING STRUCTURE SHOWN SHADED 98'-9 1/2" 5'-6 1/2" 25'-0" 2`' T.O.W. Fr 1 RE: ARCH l / / / \ T.O.F. MATCH (E) 95'-7 7/8" 4'3/4" I J 1 • • 51-6 1/2" --,--1 6' 6' 11 1/2" * 241 1/8" ft I \ // `\ ,,2 `--- / \ / /• \ •5/ / \ / / \ `1c/ — / \ `/ / \ / / \ / \ 8' / / \ / \ / / 1; \ / 1.� \. 5" i M' 8" CONC WALLS, TYP rr, r--— 12-6" 1 1 1 6+6 J�PS I' 0 T.O.W. 98'-9 1/2" T.O.F. MATCH (E)\ 95'-77/8" `L ( PROVIDE #4 x 2-0" EPDXY DWLS \MATCHING (E) REINF TO (E) FON f i I I I p TYP 713" r OPyv Ir '(- 8=-88/e X 71-105/4" 8'-45/8" / 1 L 8'-4 5/8" X 8'-6 5/8" f TYP A S2 9'-0 5/8" *2-5 1/4'Y- -01 0.3 (D o ALL DRAWN AND WRITTEN INFORMATION HEREIN SHALL NOT BE DUPLICATED, DISCLOSED, OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF JAMES JACKSON ROMEO, STRUCTURAL DESIGN CONSULTANT, L.L.C. NORDELL RESIDENCE ADDITION LOT 31 SPRINGRIDGE SUBDIVISION GARFIELD COUNTY, COLORADO ISSUES: DATE RELEASE 5-17-13 PERMIT James Jackson Romeo, P.E. Structural Design Consultant, Inc. Custom Resident;.31 Specialist Intuitive Construction Drawings 3901 Mountain Drive #11 Glenwood Springs. CO 81601 PhoneIFax:(970)-945-4742 Email: jim@irstructurai.com PROJECT NO.: 12002 DRAWN BY: JJR ENGINEER: JJR DATE: 5-17-13 SHEET TITLE FOUNDATION PLAN SHEET NO. S2 OF4 5'M A 2 1:2" CdA TOE LAGS TO TOP OF BEAM Tti' � a -;SPAN !]i"ID TED .44 1 I 01FWU._�' Q 0 3 -JI 1,7 (1 VL 2 PA 'LICK & STICK' VENEER. RE: ARCH "--\ DEMO PIER AND HANG BEAM TO RIM U 0 a 4 3-2x 12 2 -SPAN THRI BOLTEr . n . r,, n. rb .So m t F TO FLOOR FRAMING PLAN SCALE: 14" = 1'-0" NOTE: EXISTING STRUCTURE SHOWN SHADED 44\ 'NO 'SQ• GP _ litfr yGaBWP-A JL ABV 11 78" TJ1210 2 -SPAN C� 16" 0.C. Pe 2-SPAN CONT T.U. PLY clik 100,-0" A 11; 1 t/L PLY 10 • J r:: 3 1.-2` VL SPA O c3 3-_1 1; 2" VL 2 SPAM+ 9 r r Gr a" SEALED SLAB ISOLATION LIT I .. S2.0 / SIM T.O.SLAB ALL DRAWN AND WRITTEN INFORMATION HEREIN SHALL NOT BE DUPLICATED. DISCLOSED. OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF JAMES JACKSON ROMEO. STRUCTURAL DESIGN CONSULTANT. L.L.C. NORDELL RESIDENCE ADDITION LOT 31 SPRINGRIDGE SUBDIVISION GARFIELD COUNTY, COLORADO ISSUES: DATE RELEASE 5-17-13 PERMIT James Jackson Romeo, P.E. Structural Design Consultant, Inc. Custom Residential Specialist Intuitive Construction Drawings 3901 Mountain Drive #11 Glenwood Springs, CO 81601 Phone/Fax: (970)-945-4742 Email: jim@ojjrstructural.com PROJECT NO.: 12002 DRAWN BY: JJR ENGINEER: JJR DATE 5-17-13 SHEET TITLE FLOOR FRAMING PLAN SHEET NO. S3 OF 4 HIP:' ACK : :... z BWP•A GIRDER TRUSS \-- Ism n 15en °cf tk'4 a !RtvtW. ( - cre 5-110 » c e on p4 e S.I s ELECTRICALPERMITTINGBINSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOARD ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTION ROOF FRAMING PLAN 3:,11 6x10 r - M NON-STRUCT STEELCOLS RE: ARCH T BWP LJ SCALE: 1/4"= 1'-0" NOTE: EXISTING STRUCTURE SHOWN SHADED SLOPING 3-73" LVL HEADERS 2x12 SUBFASCIA DTL's TO MATCH (E) BWP-A 1-9 1/4" LVL MIN c 1 9 1/4"LVL MIN m f _ - 2x12 RAFTER @ 24" 0.C. OR 2x10@ 16"O.C.OR 9 1/2" TJ1/210 @ 24" O.C. c c 5:12 x y ryp C 0 r. 11#71%---•- - 1 M». 1 - E= MEIM r7 • • \ - • L / \/ \ / \ / _ -- \ / N RwF 1- J S:12 BWP / / / / / (:1RDER TRUSS FIEOROtJI lib BWP GYP 5:12 1 J / / - TAIL TO BE CUT OFF - 1 DO NOT COMPROMISE (E) TRUSS PLATES JACK TRUSSES TYP ..l�.I BW t \ L INDICATES ROOF OVER -FRAMING USE 2x6 RAFTERS @ 24" O.C. W. 2x4 'STRUTS' OVER EACH EXISTING TRUSS INTERSECTION ALL DRAWN AND WRITTEN INFORMATION HEREIN SHALL NOT BE DUPLICATED, DISCLOSED. OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF JAMES JACKSON ROMEO, STRUCTURAL DESIGN CONSULTANT. L.L.C. lik 00 RcoliN G aa•• • m• ��� r L. mumnino NORDELL RESIDENCE ADDITION LOT 31 SPRINGRIDGE SUBDIVISION GARFIELD COUNTY, COLORADO ISSUES: DATE RELEASE 5-17-13 PERMIT Structural Design Consultant, Inc. ceiJames Jackson Romeo, P.E. Custom Residential Specialist Intuitive Construction Drawings 3901 Mountain Drive #11 Glenwood Springs, CO 81601 Phone/Fax: (970)-945-4742 Email: lim@jjrstructural.com PROJECT NO.: 12002 DRAWN 8Y: JJR ENGINEER: JJR DATE: 5-17-13 SHEET TITLE ROOF FRAMING PLAN SHEET NO. S4 OF4