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Home My WebLink About5355 Pierson CourtOO EMK CONSULTANTS, INC. ENGINEERING -SURVEYING 7006 SOUTH ALTON WAY. BLDG. F CENTEN Reviewed by the City of Wheat Ridg Engineering Division NO EXCEPTIONS TAKEN BY: Jordan Jefferies DATE: 4/27/2021 COMMENTS: A grading certificatin with ILC or updated CCP required prior to CO TRACT E LAND DEVELOPMENT SERVICES AND SOLUTIONS COLORADO 80112-2019 (303)694-1520 JOB NO.: 13185.00 DRAWN BY: GWR DATE: 03/28/2021 Reviewed for Zoning Wmpllance by the Or, of Wheat Ridge Planning Division �•r� APPROVED BY: DATE�n�'Z��'Z n� COMMENTS: PREPARED UNDER MY SUPERVISOR FOR AND ON BEHALF OF EMK CONSULTANTS, INC. 1. EASEMENTS SHOWN ON THIS PLAN ARE TAKEN FROM 1 RECORDED PLAT AND MAY NOT SHOW ALL EASEMENTS OF RECORD. 2. THIS DOCUMENT REPRESENTS A PROPOSED BUILDING LAYOUT F APPROVAL BY ZONING AND BUILDING AUTHORITIES. ANY 0Th INFORMATION SHOWN IS INCLUDED BY THE CLIENT'S REQUEST AND FOR INFORMATIONAL PURPOSES ONLY. 3. RETAINING WALLS ARE DESIGNED HORIZONTALLY AND VERTICALLY U TO THE EXTENT NECESSARY TO FLATTEN STEEP SIDE OR REAR SLOF AND NEED TO BE DESIGNED AND CONSTRUCTED PER STRUCTURAL F GEOTECHNICAL SPECIFICATIONS BY OTHERS. 4. LOT AREA TAKEN FROM RECORDED PLAT. 5. SEWER AND WATER SERVICE LOCATIONS ARE TAKEN FROM 1 SUBDIVISION CONSTRUCTION PLANS AND SHOULD BE FIELD VERIF PRIOR TO HOUSE CONSTRUCTION. 6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE R LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WIT THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SUR\ BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF 1 CERTIFICATION SHOWN HEREON. THIS DRAWING DOES NOT REPRESE A MONUMENTED SURVEY AND IS ONLY INTENDED TO DEPICT 1 ACCOMPANYING LEGAL DESCRIPTION. TRACT B LOT 31 **NOTE: LOT 27 **NOTE: LOT 29 ll� SBB'4f''*" /9 5fig1n'6 A$gg'M'5B5M � ' O' **NOTE: LOT 28 **NOTE: LOT 30 31.48 co 67.7 6 0 1&28'6 68 18.28' � 3248' 9.6 "El � 1 0 S� o o m 11 N N 6� oA j 3% l i �' ® nD ® mp m DECK f 12% o "^ .1 25.8' "v> v? K K 17.9' 27TOF=70.4** L 27.9 ** L TOF=70.9 TOF=71.6 ** (�, TOF=71.6** o GARAGE GARAGE GARAGE _ GARAGE n f UM o N UNIT 3 n m n a UNIT 1 n NIT 1� mr #5359 o �� # 533 #5355 " #5357 FF=71.8 `� d. p ro FF=7o.s TOF=70.4 Ni FF=71.1 ° TOF=70.9 N'1U` F=71.8 tj TOF=71.6 TOF=71.6 7os P6�9 w y 3R sLna o 0 Q - b o 3�iaB N tm h m N U _ Q CRAWL b b , _ b C! Z x SPACE w A 13R y 4 EA: f 12.3 O 8.6 1.Bo �a . Lx5BUA6 �a a s ��^ Lx SLAB 8.5' SPACE I3 cl)To Q' 11% 1 .2' PQnC6 rn 1 Rl TOF-j2.1 8.1' ITOF�7?.8 o o P77 1 .2' 15% 7 8 �! LU 9 766 13.1' 5.2' 13.1 L a - m O.s 7 7 71.7 m C o x ,o ri 7° ° d\ '6 f .6 5 o o � '� o .8 m o rA 7 � CR 6; - i.s ri 2 . 0 G x 5� I ,n r7 170.2 �Q 8 .8 0.9 � t0 �� M b�EN dl !� My N+ uj+ 2.5% ZRro 1� N N N 1 Sem `Sg 64.4 69. .9 70.it 1 9'E70. 70. 1&29 .2 7 .8 7 .0 8.28' 3246 1 .'1 Z� PREPARED UNDER MY SUPERVISOR FOR AND ON BEHALF OF EMK CONSULTANTS, INC. 1. EASEMENTS SHOWN ON THIS PLAN ARE TAKEN FROM 1 RECORDED PLAT AND MAY NOT SHOW ALL EASEMENTS OF RECORD. 2. THIS DOCUMENT REPRESENTS A PROPOSED BUILDING LAYOUT F APPROVAL BY ZONING AND BUILDING AUTHORITIES. ANY 0Th INFORMATION SHOWN IS INCLUDED BY THE CLIENT'S REQUEST AND FOR INFORMATIONAL PURPOSES ONLY. 3. RETAINING WALLS ARE DESIGNED HORIZONTALLY AND VERTICALLY U TO THE EXTENT NECESSARY TO FLATTEN STEEP SIDE OR REAR SLOF AND NEED TO BE DESIGNED AND CONSTRUCTED PER STRUCTURAL F GEOTECHNICAL SPECIFICATIONS BY OTHERS. 4. LOT AREA TAKEN FROM RECORDED PLAT. 5. SEWER AND WATER SERVICE LOCATIONS ARE TAKEN FROM 1 SUBDIVISION CONSTRUCTION PLANS AND SHOULD BE FIELD VERIF PRIOR TO HOUSE CONSTRUCTION. 6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE R LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WIT THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SUR\ BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF 1 CERTIFICATION SHOWN HEREON. THIS DRAWING DOES NOT REPRESE A MONUMENTED SURVEY AND IS ONLY INTENDED TO DEPICT 1 ACCOMPANYING LEGAL DESCRIPTION. TRACT B LOT 31 **NOTE: LOT 27 **NOTE: LOT 29 SET F.G. GARAGE FLOOR SET F.G. GARAGE FLOOR 28" BELOW TOF 23" BELOW TOF **NOTE: LOT 28 **NOTE: LOT 30 SET F.G. GARAGE FLOOR SET F.G. GARAGE FLOOR 23" BELOW TOF 17" BELOW TOF EA =FRONT ACCESIBLE U.E.=UTILITY EASEMENT S.E.=SIDEWALK EASEMENT DS=DROP SIDING/GRADE NOTE: RAISED i FOUNDATION WALL (TOF) y , NOTE: NOTE: LOWER SIDING OR '-Y( .�\ ADJUST GRADE AS VENEER ALONG SHOWN TO ACHIEVE THIS WALL LINE. INDICATED SLOPE. LEGAL DESCRIPTION 5353, 5355, 5357, do 5359 PIERSON COURT, LOTS 27, 28, 29 do 30, BLOCK 2, QUAIL RUN FINAL PLAT, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SETBACKS FRONT: 10' HOUSE/PORCH REAR: 0' SIDE: 5' SIDE -CORNER: 10' 0 GRAPHIC0, SCALE 1 e=20' Reviewed for Zoning Compliance by the , ► �. City of Wheat Ridge Planning Division APPROVED BY: DATE: 4/28/2021 COMMENTS: Complies with approved master permits and SDP No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WZ-18-13) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. Reviewed by the City of Wheat Ridge Engineering Division r/r I APPROVED Jordan Jefferies BY: DATE: 4/27/2021 COMMENTS: A grading certification with ILC or updated CCP required prior to CO t ii, of hclat iclje APPROVED Mike Theisen 04/29/2021 ans Examen Date . i.'FL.rlr��;,11M.pie.�g�'�eMn►F,q.71P'r��'i�otY�:d[c:'i.'k . -:'*ANW-.#4 OI: in. �•*� .� iN eaw_ftb'o ¢0- rp*.w sk 0!lrU1F vi.�ws.. Mw•na. .prt+�!r+�'�p.9(!�op.tAsif� ie� �iaisM -r*wo _I Ary�wc_ - wf 4+li�eq emu t2FV(9F'tiob101a�4 cf, IM Ery ow#A i at MAX U E O N O 0 N 0 U CO z H z z V LU LU N Q M O F) O n N > ry U) ory LU N a' E N J O Q Ua�= �ory U) a_ 0 n n a �JJJ 0 U 0 0 0 0 0 0 TRACT A SITE PLAN SCALE: 1" = 30'-0" W. 54TH AVENUE 0 0 W. 53RD DRIVE o 0 0 as ASSUMED PRO PERT -Y LONE 1 s 1 I TRACT E TRACT B ll BUILDING #7 NITS 5359-5353 TRACT E O rl 0 LU I I I.- . - L -1-7-- �-1 s° ° Q ° ASSUMEDPROPERTYaLINE 41� °s °° ° � ° �' ° W. 53RD PLACE 43 0 z 0 W_ W MH 9 �s s TRACT D North ■ cit DESIGN ARCHITECTURE PLANNING LANDSCAPE ARCHITECTURE DTJ DESIGN, INC 3101 Iris Ave, Suite 130 Boulder, Colorado 80303 T 303.443.7533 www.dtjdesign.com tiWheat o .Q,. =� M 0 0 �G//a/ng D1J,y\ c 00 O 0 U ° J O J U) U . W W O O 0 0 = W ry Q C) U) � �Q ~w O0�0> J W W 0 Oz U U° z O U) V W W 0- M Ln rn M DRAWN BY: MM CHECKED BY: CE PROJECT NO: 2018033 ISSUE DATE: 04/16/2021 REVISIONS: 4 UNIT BLDG #7 SITE PLAN NUMBER: A001 I. 0 0 !�I W Of W E U) E W o a U) L M � U6i FY E0J N N Q N o H- (j-o� 2 y U) [L >_ N. (n (n O �JJJ U 0 GENERAL NOTES 1. Contractor shall be governed by the currently adopted ABBREVIATIONS Center water closets in the space provided, or in location ACOUST acoustic(al) MAS masonry ACT acoustic ceiling tile MAX maximum ADJ adjacent MBR member AFF above finish floor MECH mechanic(al) ALT alternate MFG(R) manufacture(r)(d) ALUM aluminum MH manhole APPROX approximate MIN minimum ARCH architectur(al) MISC miscellaneous ASPH asphalt MLD molding/moulding Architect prior to the commencement of any work. MPTN movable partition system 16. All doors leading to unheated areas to be MS metal stud BD board MTD mount(ed) BITUM bituminous MTG meeting BK brick MATL material(s) BLDG building MTL metal BLK block BLKG blocking BM beam N/A not applicable BO by others NTS not to scale BOT bottom NIC not in contract BRIG bearing NO number BSMT basement BTWN between o/ over OC on center(s) C/PV concrete pavers OCL occupant load CAB cabinet OD outside diameter CHNL channel OFF office CJ control joint OH overhang CLG ceiling OPNG opening CL centerline OPP opposite CLR clear(ance) OVHD overhead CMU concrete masonry unit COL column PARTBD particle board CONIC concrete PC precast CONN connection PC/TL porcelain ceramic tile CONST construction PERP perpendicular CONT continuous PFAB prefabricate(d) COORD coordinate/coordination PL plate CPT carpet PL property line CT ceramic tile PLAM plastic laminate CTSK countersink PLUMB plumbing CUFT cubic foot PLYWD plywood PR pair PT point/point DBL double PTN partition DEPT department DF drinking fountain DIA diameter QT quarry tile DIAG diagonal QTR quarter DIM dimension DN down DR drain/door R radius DS downspout RB rubber base DTL detail RE reference DWG(S) drawing(s) REC recommend(ations) REINF reinforced(ing) RQD required EA each RET retaining EIFS exterior insulation finish system RFG roofing EJ expansion joint RM room ELEC electrical RO rough opening ELEV/EL elevation ROW right of way ENCL enclosure RT rubber tile ENGR engineer(ed) RTG rating EQ equal EQUIP equipment EXH exhaust S4S sawn four sides EXP expansion SAP suspended acoustical panel EXPSD exposed SAT suspended acoustical tile EXIST existing SC solid core EXT exterior SCHED schedule SEC section SF square foot/feet FBGL fiberglass SHT sheet FC fiber cement SIM similar FCU fan coil unit SPDRL spandrel FD floor drain SPEC specification(s) FDN foundation SQ square FF finish floor SS stainless steel FGRG fiberglass -reinforced gypsum STA station FIN finish(ed) STD standard FIXT fixture ST/PT stone pavers FLR floor(ing) ST/TL stone tiles FO face of STL steel FR fire resistive STN stain FRR fire resistive rating STOR storage FRMG frame(ing) STRUCT structural FRP fiber -reinforced plastic SUPPL supplied(er) FT foot/feet SUSP suspended FTG footing SYM symmetrical FUT future SYST system FWC fabric wall covering GA gage/gauge T tread GAL gallon T&B top and bottom GALV galvanized T&G tongue and grove GC general contractor TO top of GCT glazed ceramic tile TEL telephone GEN general TEMP tempered GL glass/glazing THK thickness GYP BD gypsum board THLD threshold TS tube steel TV television HDWD hardwood TYP typical HB hose bib HC handicapped HC hollow core UNF unfinished HDBD hardboard UNO unless noted otherwise HDR header UON unless otherwise noted HORIZ horizontal HT height HTG heating HTR heater VAR varies VCT vinyl composition tile VERT vertical VEST vestibule ID inside diameter VIF verify in field INCL include(d)(ing) VWC vinyl wall covering INSUL insulate(d)(ion) INT interior/intermediate JST(s) joists W wide flange beam JT(s) joint(s) w/ with w/o without WC water closet KIT kitchen WD wood WH water heater WSCT wainscot LAM laminated WT weight LAT lateral WWF welded wire fabric LAV lavatory WWM welded wire mesh LOC location LT light LTWT light weight GENERAL NOTES 1. Contractor shall be governed by the currently adopted 12. Center water closets in the space provided, or in location edition of all codes and regulations having jurisdiction over A002 indicated. Maintain a minimum of 15" clear from vertical aspects of this construction project. 4 UNIT BLDG #7 CRAWLSPACE / SLAB PLAN surfaces. 4 UNIT BLDG #7 FIRST FLOOR PLAN 13. Dwelling/Garage separation shall meet the requirements of 2. Written dimensions and existing conditions shall be verified 4 UNIT BLDG #7 THIRD FLOOR PLAN IRC-2018 with opening protection per IRC -2018 in the field by the Contractor and/or his Sub -Contractors. A410 4 UNIT BLDG #7 ELEVATIONS Do not scale drawings. If further clarification is required, 4 UNIT BLDG #7 ELEVATIONS A420 contact Architect and provide him with field dimensions as 14. Specified walls in garage to be insulated and finished required to assist him with his clarification. with 1/2" gypsum board on each side. All beams, columns and structural members to be wrapped with 1/2" 3. Any unsatisfactory or questionable conditions or gypsum board. discrepancy in dimensions and/or drawings and/or field 15. Garage ceiling with habitable rooms above shall be finished measurements shall be brought to the attention of the with 5/8" Type 'X' gypsum board. Architect prior to the commencement of any work. 16. All doors leading to unheated areas to be 4. These drawings and specifications are the property and weather-stripped and have thresholds. copyright of the Architect and shall not be used on any other work except by agreement with the Architect. 5. Duty of Cooperation: Release of these plans anticipates further cooperation among the Owner, Contractor, and Architect. Although the Architect and consultants have performed their services with due care and diligence, they cannot guarantee perfection. Any ambiguity or discrepancy discovered shall be reported immediately to the Architect. Failure to cooperate by a simple notice to the Architect shall not relieve the Contractor from responsibility for all consequences. Changes from the plans made by the GC without the consent of the Architect are unauthorized, and shall relieve the Architect of responsibility for all consequences arriving out of such changes. 6. "Builder's Plans": The Contractor warrants to the Architect that he possesses the particular competence and skill in construction necessary to build this project without full engineering and architectural services, and, for the reason that the Contractor wishes to rely upon his own competence, the Contractor or Owner has restricted the Architect's scope of professional services. The construction documents provided by the limited services shall be termed "Builder's Plans" in recognition of the Contractor's sophistication. Construction will require that the Contractor adapt the "Builder's Plans" to the field conditions encountered and make logical adjustments in fit, form, dimension, and quantity that are treated only generally by the "Builder's Plans". In the event additional detail or guidance is needed by the Contractor or Owner for construction of any aspect of the project, he shall immediately notify the Architect. Failure to give a simple notice shall relieve the Architect of responsibility for the consequences. 7. The contractor shall provide the original occupant with a list of the heating, cooling, water heating, and lighting systems and conservation or solar devices installed in the building and instructions on how to use and maintain them efficiently. All warranties of all materials and equipment are to be delivered to the original occupant at completion of construction. 8. The details shown are intended to further illustrate the visual design concept and the minimum weather protection for this project. The general contractor shall incorporate the requirements of the local building codes, structural considerations, trade association manuals, publications and recommendations, and the manufacturer's written instructions for complete construction of details. All possible field conditions which may be encountered are not necessarily described. Field conditions encountered which require clarification shall be brought to the Architects attention. 9. Mechanical ventilation for toilet compartment, bathrooms, and laundry rooms shall be capable of providing the required ventiliation per IRC -2018 10. Exhaust vent for clothes dryer to be vented to the outside. The duct is to be smooth metal and have a backdraft damper. The duct shall be provided with an in-line blower capable of discharging to the exterior, if required. 11. Vent all exhaust fans to exterior. Provide rain caps and flashing as required. 17. Flash all exterior openings, wood trim members, roof/wall intersections, and material transitions with approved corrosion resistant material. 18. Egress windows to have a maximum sill height of 44", a minimum vertical opening of 24", a minimum horizontal opening of 20", and a minimum of 5.7 sq. ft. of open area per I RC -2018 19. Glazing in hazardous locations as defined by the code shall meet the requirements of IRC -2018 20. All wood in direct contact with concrete to be pressure treated, including posts and stairs. 21. Provide moisture resistant gypsym board adjacent to plumbing fixtures, walls in utility rooms and bathrooms, and behind all walls finished with ceramic tile. 22. All angles are to be 450 unless noted otherwise. 23. All products shall be installed per manufacturer's recommendations. 24. The Contractor shall include any work required to make the end result building operative and occupiable. If equipment, material and/or intent are not detailed in drawings or specifications but are obviously required as industry standard for operative conditions, this work shall be included in base bid. 25. Do not use cadmium or cadmium plated products or products containing cadmium for work in place. 26. Do not use asbestos or asbestos containing products for work in place. Contractor shall not cut, drill, remove, or otherwise disturb any material, equipment, construction, etc., if it is thought to contain any hazardous material. If material, equipment, construction, etc., is encountered which appears to, or is likely to contain hazardous materials, notify Owner immediately. 27. Electrical equipment shall be certified as containing no PCB's. 28. Typographical errors or errors of spelling shall be brought to the Architect's attention for clarification. Interpretation of the meaning of mistyped or misspelled words without clarification from the Architect will be done by the Contractor with acceptance of responsibility for that interpretation and all consequences arriving therefrom. 29. Note: All dimensions to face of foundation or face of stud, typ. u.n.o. - All masonry dimensions indicated are nominal dimensions. 30. The term "provide" as used herein shall mean that Contractor shall furnish and install said item, construction, equipment, materials, etc., for a complete, finished installation. 31. Provide waterproof backer board at tub/shower sidewalls and ceilings. Install per manufacturer's instructions. GRAPHICS STANDARDS CONCRETE BATT INSULATION ROUGH WOOD UNDISTRIBUTED EARTH OR RIGID INSULATION PLYWOOD COMPACTED FILL POROUS FILL METAL GYP BOARD BRICK OR STONE MASONRY WOOD FINISH Room Name Room Name ROOM NAME/NUMBER 100=OR 10'0"x10'0" ^ (2.2 GRID NUMBER DRAWING NUMBER 2 STRUCTURAL GRID ENLARGED DETAIL K SHEET NUMBER A 1 O 1 - GRID LETTER DRAWING NUMBER 2 DETAIL TAG KEYNOTE SHEET NUMBER A101 GLAZING TYPE DRAWING NUMBER2 DOOR NUMBER SHEET NUMBER ELEVATION TAG A101 #0 PARTITION TYPE FINISH ID DRAWING NUMBER4/4&2 WALL SECTION TAG SHEET NUMBER �01 XO EQUIPMENT ID SLAB goo' -o" ELEVATION SYMBOL 2 DRAWING NUMBER 2 BUILDING SECTION TAG T.O. A101 SHEET NUMBER A101 DRAWING REFERENCE: SEE 2/A200 INDICATES REFER TO DRAWING 2 ON SHEET A200 WINDOW / DOOR REFERENCE:'3068' BY A DOOR INDICATES A 3-0" WIDE BY 6-8" HIGH DOOR. '2660" SH' BY A WINDOW INDICATES A 2'-6" WIDE BY 6-0" HIGH WINDOW THAT IS A SINGLE HUNG. SH = SINGLE HUNG FX = FIXED GLASS SLDR = SLIDER SL = SLIDING GLASS DOOR BP = BI -PASS CLOSET DOOR GH COLORADO, LLC TOWNHOM S 4 UNIT BUILDING #7 - PERMIT SET APRIL 16th, 2021 CONCEPTUAL RENDERING NOTE: RENDERING IS FOR PRESENTATION PURPOSES ONLY AND IS NOT TO BE CONSIDERED PART OF THE CONTRACT DOCUMENTS APPLICABLE CODES + 2018 International Residential Code + 2018 International Plumbing Code + 2018 International Fuel Gas Code + 2018 International Mechanical Code + 2018 International Fire Code + 2018 International Energy Conservation Code + 2017 National Electric Code + 2009 ICC A117.1 Accessible and Usable Buildings and Facilities + 2018 Colorado Revised Statutes - Title 9 CRS 9-5-101-106 Additional Resources: + 2018 IECC Compliance Options for Single Family Dwellings R302 -FIRE RESITANT CONSTRUCTION R302.2-TOWNHOMES R302.2.3 Continunity The fire -resistant -rated wall or assembly seperating townhomes shall be continious from the foundation to the underside of the roof sheathing ,deck or slab. The fire - resistance rating shall extend the full length if the wall or assembly, including wall extentions through and separating attached enclosed accessory structures. Table R302.6 Dwelling -garage fire seperation: Not less than 1/2" gypsum board or equivalent applied to the garage side shall be provided between the garage and residence/attics Not less than 5/8" Type X gypsum board or equivalent shall be provided between the garage and habitable rooms above PROJECT DIRECTORY OWNER/ BUILDER: Wonderland Homes 8246 Northfield Blvd. Building J, Suite 2600 Denver, Colorado 80238 tel. 303-567-7636 Email. OHerron@wonderlandhomes.com Contact: Kolby O'Herron ARCHITECT: DTJ DESIGN, INC. 3101 Iris Avenue, Suite 130 Boulder, Colorado 80301 tel. 303-443-7533 fax. 303-443-7534 email. dwilliams@dtjdesign.com Contact: David S. Williams AIA STRUCTURAL ENGINEER: EV Studio 1117 Cherokee Street, Suite 100 Denver, Colorado 80204 tel. 303-670-7242 fax. 303-679-1862 email. jim@evstudio.com Contact: Jim Houlette, PE SHEET LIST A000 4 UNIT BLDG #7 COVER SHEET A001 4 UNIT BLDG #7 SITE PLAN A002 4 UNIT BLDG #7 VISITABILITY PLAN A400 4 UNIT BLDG #7 CRAWLSPACE / SLAB PLAN A401 4 UNIT BLDG #7 FIRST FLOOR PLAN A402 4 UNIT BLDG #7 SECOND FLOOR PLAN A403 4 UNIT BLDG #7 THIRD FLOOR PLAN A404 4 UNIT BLDG #7 ROOF PLAN A410 4 UNIT BLDG #7 ELEVATIONS A411 4 UNIT BLDG #7 ELEVATIONS A420 4 UNIT BLDG #7 SECTIONS *SITE SPECIFIC BUILDING SET - REFER TO MASTER PERMIT SET FOR ADDITIONAL INFORMATION VICINITY MAP PROPERTY LOCATION W •Ritl9e ®AFP�S�auon2 n W0.d9.0 Apert , wnreseae '110 10 Wae9eae QARs Ce Pp ea Wate9aatl � - C:lt DESIGN ARCHITECTURE PLANNING LANDSCAPE ARCHITECTURE DTJ DESIGN, INC 3101 Iris Ave, Suite 130 Boulder, Colorado 80303 T 303.443.7533 www.dtjdesign.com \N heal M _f O ac O C0 O Q U ° J J O J U) U n Ww p2 ° O 0 = w 0� Q 0 (/) Q ~ w J � _ p� w w Oz v U O z O U) w 0- M Ln M Ln I Ln M Ln DRAWN BY: MM CHECKED BY: SH PROJECT NO: 2018033 ISSUE DATE: 04/16/2021 REVISIONS: 4 UNIT BLDG #7 COVER SHEET SHEET NUMBER A000 A/C UNIT A/C UNIT # 5353 - TYPE 3 ENHANCED ELEV. VISITABLE - FRONT MD � 1 �OO E O' N O � N 0 U m z ~ z z V LU LU N Q M O F) O n N > ry U) LU o Qry 7 _ U M (D ry E N J L o Q U�a�= �m0ry �5tna> 0 n n a �JJJ 0 U PER SITE >. SEE CIVIL UKAVVINGS FOR SPECIFIC CONDITIONS UNIT # 5355 - TYPE 1 STD. ELEV. A/C FIRST FLOOR PLAN - VISITABILITY PLAN SCALE: 3/16" = 1'-0" UNIT # 5357 - TYPE 1 STD. ELEV. UNIT # 5359 - TYPE 3 STD. ELEV. VISITABLE - FRONT A/C UNIT VISITABILITY NOTES TYPE B VISITABLE GROUND FLOOR UNITS 1. VISITABLE SPACES THE ENTRANCE LEVEL SHALL INCLUDE A TOILET ROOM OR A BATHROOM AND ONE HABITABLE SPACE WITH AN AREA 70 SQ FT MIN. A CIRCULATION PATH SHALL CONNECT THE ENTRY AND THE BATHROOM ON THE ENTRANCE LEVEL 2. VISITABLE ENTRANCE ONE ENTRANCE ON THE CIRCULATION PATH FROM A PUBLIC STREET OR SIDEWALK, A DWELLING UNIT DRIVEWAY OR GARAGE. EXTERIOR DOORWAYS SHALL HAVE A MIN. CLEAR OPENING OF 31 3/4" MIN. MEASURED BETWEEN FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEG. 3. CIRCULATION PATH WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20 THE CLEAR WIDTH OF A CIRCULATION PATH SHALL BE MIN. 36" CLEAR WIDTH OF THE EXTERIOR VISITABLE ROUTE SHALL BE 48. CLEAR WIDTH OF THE EXTERIOR VISITABLE ROUTE WITHIN SEATING AREAS SHALL BE 36" EXCEPTIONS CAN BE FOUND IN SECTION 403.5.1 IN ICC -Al 17.1 INTERIOR DOORWAYS SHALL HAVE A MINIMUM CLEAR OPENING OF 31 3/4" MIN. MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WITH THE DOOR OPEN 90 DEG. 4. THRESHOLDS CHANGES IN LEVEL OF 1/4" MAX. IN HEIGHT SHALL BE PERMITED TO BE VERTICAL CHANGES IN LEVEL GREATER THAN 1/4" IN HEIGHT, NO MORE THAN 1/2" MAX SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. THRESHOLDS AR EXTERIOR SLIDING DOORS SHALL BE PERMITTED TO BE 3/4" MAX. IN HEIGHT, PROVIDED THEY ARE BEVELED WITH A SLOPE NO STEEPER THAN 1:2. 5. VISITABLE RAMPS RAMPS SHALL HAVE A RUNNING SLOPE STEEPER THAN 1:20 RAMPS SHALL NOT HAVE A RUNNING SLOPE STEEPER THAN 1:12 CROSS SLOPE RUNS SHALL NOT BE STEEPER THAN 1:48 CLEAR WIDTH OF A RAMP SHALL BE 36" MIN. HANDRAILS AND SUPPORTS THAT ARE PROVIDED ON THE RAMP SHALL NOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP RUN. MAX RISE SHALL BE 30" MAX. VISITABILITY CALCULATIONS ACCESSIBLE ACCESSIBILITY DWELLING TYPE: POINT VALUE PER DWELLING UNIT: TYPE B VISITABLE GROUND FLOOR 1 NUMBER OF ACCESSIBILITY UNITS WITHIN THE POINTS REQUIRED: PROJECT: 29-42 18 ■ cl DESIGN ARCHITECTURE PLANNING LANDSCAPE ARCHITECTURE DTJ DESIGN, INC 3101 Iris Ave, Suite 130 Boulder, Colorado 80303 T 303.443.7533 www.dtjdesign.com tiNlheaf o .Q,. =� M _ O o O c 00 O 0 Q U ° ' O J U . w 02 (D O 0 0= wry q U) � Q ~ w_ O0� 101� J w w 0 Oz U () ° z 0 U) V w w 0- M M Ln i M Ln DRAWN BY: MM CHECKED BY: CE, SH PROJECT NO: 2018033 ISSUE DATE: 04/19/21 REVISIONS: 4 UNIT BLDG #7 VISITABILITY PLAN NUMBER: A002 A411 1 A420 C6 0 ILL F. U E E O N O � N 0 U CO z H z z V LU LU N Q o F) 0 N > ry E U) LU o Qry o v _ U M (D ry E N J L o Q U�a�= ry �5tna> 0 n n a �JJJ 0 0 F.O.S. CL CL 1 A411 CL 86'- 10 1/2" 25'- 1 3/4" 18'- 3 1/2" 18'- 3 1/2" 25'- 1 3/4" 1' - 10" 16'- 4" 6'- 11 3/4" 7' - 1 3/4" 9' - 4" 8' - 11 1/2" 9'- 4" 1'- 9 3/4" 6'- 11 3/4" 16'- 4" 1 - 10" F.O.S. F.O.S. 86'- 10 1/2" L - - - - - - - - - - - - L L - - - - - - - - - - - - L UNIT # 5353 - TYPE 3 UNIT # 5355 - TYPE 1 UNIT # 5357 - TYPE 1 UNIT # 5359 - TYPE 3 ENHANCED ELEV. STD. ELEV. STD. ELEV. STD. ELEV. VISITABLE - FRONT 1 A410 1 1 CRAWLSPACE/SLAB PLAN A400 SCALE: 1/4" = 1'-0" North VISITABLE - FRONT F.O.S. GENERAL PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNLESS NOTED OTHERWISE. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS, SEE STRUCTURAL DRAWINGS j 3 � A410 7 1 A420 C6 0 ■ cit DESIGN ARCHITECTURE PLANNING LANDSCAPE ARCHITECTURE DTJ DESIGN, INC 3101 Iris Ave, Suite 130 Boulder, Colorado 80303 T 303.443.7533 www.dtjdesign.com tiWheat o .Q,. =� M _ O o O c 00 0 r) Q ry U ° J 0 J U) U .. w LLI 0 0 0 0= wry Q o U) � �Q ~w 0� �_ J w w 0 0z U U0 z 0�/) V V /W I..L M M i Ln M DRAWN BY: CE CHECKED BY: SH PROJECT NO: 2018033 ISSUE DATE: 04/16/2021 REVISIONS: 4 UNIT BLDG #7 CRAWLSPACE / SLAB PLAN SHEET NUMBER: A400 A411 1 A420 C6 0 ILL F. U E E O � N 0 U CO z H z z LU LU N � 0 0 N > ry U) LU o Qry o v _ U M (D ry E N J L o Q U�a�= ry �5tna> 0 n n a �JJJ 0 U 1 A411 F.O.S. q- q- 86'- 10 1/2" 25'- 1 3/4" 18'- 3 1/2" 18'- 3 1/2" 25'- 1 3/4" F.O.S. UNIT # 5353 - TYPE 3 UNIT # 5355 - TYPE 1 UNIT # 5357 - TYPE 1 UNIT # 5359 - TYPE 3 F.O.S. F.O.S. ENHANCED ELEV. STD. ELEV. STD. ELEV. STD. ELEV. VISITABLE - FRONT FIRST FLOOR PLAN A401 SCALE: 1/4" = 1'-0" North VISITABLE - FRONT GENERAL PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNLESS NOTED OTHERWISE. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. TYPICAL WINDOW HEAD HEIGHT IS 8'-1"ABOVE SUB - FLOOR ON FIRST, SECOND FLOOR, AND 7'-0" ON THIRD FLOOR. SEE ELEVATIONS. TYPICAL EGRESS WINDOW SILL HEIGHT 3'-8" MAX. ABOVE FINISHED FLOOR. 5. TYPICAL EXTERIOR DOORS ARE 8'-0" TALL, UNO. TYPICAL INTERIOR DOORS ARE 6'-8", UNO. 6. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 7. ALL EXTERIOR WINDOWS TO BE FLASHED AND CAULKED PER MANUFACTURER'S INSTRUCTIONS. 8. ALL INTERIOR PARTITIONS TO BE ASSEMBLY TYPE F, UNO., SEE SHEET A801 9. ALL EXTERIOR WALLS TO BE 2X6 FRAMING. MASONRY VARIES PER ELEVATION. SEE BUILDING COMPOSITE ELEVATIONS. 10. PROVIDE WATERPROOF BACKER BOARD AT TUB/SHOWER SIDEWALLS AND CEILINGS. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 3 A410 1 A420 C6 0 ■ cl DESIGN ARCHITECTURE PLANNING LANDSCAPE ARCHITECTURE DTJ DESIGN, INC 3101 Iris Ave, Suite 130 Boulder, Colorado 80303 T 303.443.7533 www.dtjdesign.com tiNlheaf o .Q,. =� M _ O o O c 00 O r) Q ry U ° J O J U) U w L O O 0 0= wry Q o U) � �Q ~w O� �_ J w w 0 Oz U U° z O�/ V� /) V w n /w M M i Ln M DRAWN BY: CE CHECKED BY: SH PROJECT NO: 2018033 ISSUE DATE: 04/16/2021 REVISIONS: 4 UNIT BLDG #7 FIRST FLOOR PLAN NUMBER: A401 A411 1 A420 C6 0 ILL F. U E E O N O � N 0 U CO z H z z LU LU N � o F) 0 N > ry E U) LU o Qry o v _ U M (D ry E N J L o Q U�a�= �0 o5- �na> T n n a �JJJ 0 U i u F.O.S. 41 m&YEI CL CL 86'- 10 1/2" 1 A411 iRlmli/Ball CE 401m&TEI F.O.S. F.O.S. 86'- 10 1/2" UNIT # 5353 - TYPE 3 UNIT # 5355 - TYPE 1 UNIT # 5357 - TYPE 1 UNIT # 5359 - TYPE 3 ENHANCED ELEV. STD. ELEV. VISITABLE - FRONT 1 A402 STD. ELEV. SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" North STD. ELEV. VISITABLE - FRONT F.O.S. cn O GENERAL PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNLESS NOTED OTHERWISE. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. TYPICAL WINDOW HEAD HEIGHT IS 8'-1"ABOVE SUB - FLOOR ON FIRST, SECOND FLOOR, AND 7'-0" ON THIRD FLOOR. SEE ELEVATIONS. TYPICAL EGRESS WINDOW SILL HEIGHT 3'-8" MAX. ABOVE FINISHED FLOOR. 5. TYPICAL EXTERIOR DOORS ARE 8'-0" TALL, UNO. TYPICAL INTERIOR DOORS ARE 6'-8", UNO. 6. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 7. ALL EXTERIOR WINDOWS TO BE FLASHED AND CAULKED PER MANUFACTURER'S INSTRUCTIONS. 8. ALL INTERIOR PARTITIONS TO BE ASSEMBLY TYPE F, UNO., SEE SHEET A801 9. ALL EXTERIOR WALLS TO BE 2X6 FRAMING. MASONRY VARIES PER ELEVATION. SEE BUILDING COMPOSITE ELEVATIONS. 10. PROVIDE WATERPROOF BACKER BOARD AT TUB/SHOWER SIDEWALLS AND CEILINGS. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 3 A410 1 A420 C6 0 ■ cit DESIGN ARCHITECTURE PLANNING LANDSCAPE ARCHITECTURE DTJ DESIGN, INC 3101 Iris Ave, Suite 130 Boulder, Colorado 80303 T 303.443.7533 www.dtjdesign.com tiWheaf o .Q,. =� M _ O p O C 00 O r) Q ry U ° J O J U) U w L O O 0 0= wry Q o U) � �Q ~w O� �_ J w w 0 Oz U U° z O�/ V�/) V w n /w M M i Ln M DRAWN BY: DTJ CHECKED BY: DTJ PROJECT NO: 2018033 ISSUE DATE: 04/16/2021 REVISIONS: 4 UNIT BLDG #7 SECOND FLOOR PLAN NUMBER: A402 1 A420 C6 0 ILL F. U E E O N o � N 0 U CO z H z z V LU LU N Q o F) 0 N > ry U) LU o Qry o M v _ U M (D ry E N J L o Q U�a�= ry �5tna> 0 n n a �JJJ 0 U 1 A411 F.O.S. (LL 86'- 10 1/2" 25'- 1 3/4" 18'- 3 1/2" 18'- 3 1/2" 25'- 1 3/4" F.O.S. F.O.S. UNIT # 5353 - TYPE 3 ENHANCED ELEV. VISITABLE - FRONT UNIT # 5355 - TYPE 1 STD. ELEV. I 6� 111111 FFA UNIT # 5357 - TYPE 1 STD. ELEV. 1 THIRD FLOOR PLAN A403 SCALE: 1/4" = 1'-0" North UNIT # 5359 - TYPE 3 STD. ELEV. VISITABLE - FRONT F.O.S. 0 V cn O GENERAL PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNLESS NOTED OTHERWISE. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. TYPICAL WINDOW HEAD HEIGHT IS 8'-1" ABOVE SUB - FLOOR ON FIRST, SECOND FLOOR, AND 7'-0" ON THIRD FLOOR. SEE ELEVATIONS. TYPICAL EGRESS WINDOW SILL HEIGHT 3'-8" MAX. ABOVE FINISHED FLOOR. 5. TYPICAL EXTERIOR DOORS ARE 8'-0" TALL, UNO. TYPICAL INTERIOR DOORS ARE 6'-8", UNO. 6. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 7. ALL EXTERIOR WINDOWS TO BE FLASHED AND CAULKED PER MANUFACTURER'S INSTRUCTIONS. 8. ALL INTERIOR PARTITIONS TO BE ASSEMBLY TYPE F, UNO., SEE SHEET A801 9. ALL EXTERIOR WALLS TO BE 2X6 FRAMING. MASONRY VARIES PER ELEVATION. SEE BUILDING COMPOSITE ELEVATIONS. 10. PROVIDE WATERPROOF BACKER BOARD AT TUB/SHOWER SIDEWALLS AND CEILINGS. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 3 A410 1 A420 C6 0 ■ cit DESIGN ARCHITECTURE PLANNING LANDSCAPE ARCHITECTURE DTJ DESIGN, INC 3101 Iris Ave, Suite 130 Boulder, Colorado 80303 T 303.443.7533 www.dtjdesign.com tiNlheaf o .Q,. =� M _ O p O C 00 O r) Q ry U ° J O J U) U .. w LLI O O 0 0= wry Q o U) � �Q ~w O� �_ J w w 0 Oz U U° z O�/ V�/) V w n /W M M i Ln M DRAWN BY: CE CHECKED BY: SH PROJECT NO: 2018033 ISSUE DATE: 04/16/2021 REVISIONS: 4 UNIT BLDG #7 THIRD FLOOR PLAN NUMBER: A403 F. U E 0 N o � N 0 U CO z H z z V LU LU N Q M O F) O n N > ry U) LU o Qry 0 M 7 U M (D ry E N J L o Q U�a�= �m0ry �5tna> 0 n n a �JJJ 0 U REQUIRED ROOF VENTILIATION 1033 SF 496 int REQ. 273 int ZONE 2 740 SF 355 int VENTILATION REQ. HIGH REQ. LOW NAME AREA (1/300) VENTILATION VENTILATION ZONE 1 1033 SF 496 int 223 int 273 int ZONE 2 740 SF 355 int 160 int 195 int ZONE 3 740 SF 355 int 160 int 195 int ZONE 4 1033 SF 496 int 223 int 273 int F.O.S. UNIT # 5353 - TYPE 3 ENHANCED ELEV. VISITABLE - FRONT UNIT # 5355 - TYPE 1 UNIT # 5357 - TYPE 1 STD. ELEV. 1 ROOF PLAN A404 SCALE: 1/4" = V-0" STD. ELEV. North UNIT # 5359 - TYPE 3 STD. ELEV. VISITABLE - FRONT F.O.S. 1 A420 EAVE TYP. J.N.O. GENERAL ROOF PLAN NOTES 1. DRAWINGS DEPICT DESIGN INTENT ONLY, SEE STRUCTURAL DRAWINGS FOR ROOF FRAMING PLANS AND TRUSS INFORMATION. 2. PROVIDE ATTIC DRAFT STOPS AS REQUIRED BY APPLICABLE CODES. 3. PROVIDE ATTIC ACCESS PANELS AS REQUIRED BY APPLICABLE CODES 22" X 30" MIN. 4. INSTALL "ICE & WATER SHIELD" AT ROOF PERIMETER AND VALLEYS, TYP. PER MANUF. SPECIFICATIONS. 5. ALL ROOF PENETRATIONS SHALL BE FLASHED AND SEALED PER MFR'S RECCOMENDATIONS. 6. VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS IN THE FEILD WITH BUILDER. 7. AT SINGLES ON ROOF LESS THEN 4:12, PROVIDE UNDERLAYMENT PER MANUFACTURE'S LOW SLOPE SPECIFICATIONS ZONE 2 VENTILATION ZONE 1 VENTILATION VENT TYPE VENT TYPE VENT AREA QTY VENT AREA TOTALVENT AREA PER TYPE HIGH 192 int LOW 4' RIDGE VENT 3 96 int 288 int LOW 432 int LOW PROFILE VENT 2 60 int 120 int SOFFIT VENT 5 64 int 320 int ZONE 1 TOTAL PROPOSED VENT AREA 728 int ZONE 2 VENTILATION ZONE 4 VENTILATION VENT TYPE QTY VENT AREA TOTALVENT AREA PER TYPE HIGH TOTALVENT AREA PER TYPE 4' RIDGE VENT 2 96 int 192 int LOW 4' RIDGE VENT LOW PROFILE VENT 4 60 int 240 int ZONE 2 TOTAL PROPOSED VENT AREA 432 int ZONE 3 VENTILATION ZONE 4 VENTILATION VENT TYPE QTY VENT AREA TOTALVENT AREA PER TYPE HIGH TOTALVENT AREA PER TYPE 4' RIDGE VENT 2 96 int 192 int LOW 4' RIDGE VENT LOW PROFILE VENT 4 60 int 240 int ZONE 3 TOTAL PROPOSED VENT AREA 432 int ■ cit DESIGN ARCHITECTURE PLANNING LANDSCAPE ARCHITECTURE DTJ DESIGN, INC 3101 Iris Ave, Suite 130 Boulder, Colorado 80303 T 303.443.7533 www.dtjdesign.com ti\Nheat =� M 0 p 0 c �11a/ng D� J�y� 00 O 0 Q U ° J O J U) U ^ w w O O 0 0= w q U) Q ~ w_ 00 � J w w 0 Oz v U° z p U) V w W 0— M M i Ln M Ln DRAWN BY: ZONE 4 VENTILATION CHECKED BY: VENT TYPE PROJECT NO: QTY VENT AREA TOTALVENT AREA PER TYPE HIGH 4' RIDGE VENT 3 96 int 288 int LOW LOW PROFILE VENT 2 60 int 120 int SOFFIT VENT 5 64 int 320 int ZONE 4 TOTAL PROPOSED VENT AREA 728 int ■ cit DESIGN ARCHITECTURE PLANNING LANDSCAPE ARCHITECTURE DTJ DESIGN, INC 3101 Iris Ave, Suite 130 Boulder, Colorado 80303 T 303.443.7533 www.dtjdesign.com ti\Nheat =� M 0 p 0 c �11a/ng D� J�y� 00 O 0 Q U ° J O J U) U ^ w w O O 0 0= w q U) Q ~ w_ 00 � J w w 0 Oz v U° z p U) V w W 0— M M i Ln M Ln DRAWN BY: CE CHECKED BY: SH PROJECT NO: 2018033 ISSUE DATE: 04/16/2021 REVISIONS: 4 UNIT BLDG #7 ROOF PLAN NUMBER: A404 F. U E E O N O � N 0 U CO z H z z V LU LU N Q M O F) O n N > ry U) LU Qry o � I- U M (D ry E N J L o Q Ua�= �ory U) a_ 0 n n a �JJJ 0 0 1 1% F.O.S. A420 F.O.S. F.O.S. rill, F.O.S. 17'r 420 STD. ELEV. 3 A410 F.O.S. VISITABLE - FRONT TYPICAL 4 UNIT BLDG - SIDE ELEVATION SCALE: 3/16" = 1'-0" CE CE T.O. PLATE 3 128'- 6 3/4" THIRD FLOOR 120'- 5 5/8" T.O. PLATE 2 119'- 2 7/8" SECOND FLOOR 110'- 1 3/4" T.O. PLATE 1 109'- 1 1/8" FIRST FLOOR 100'-0" 00 ,. 00 m 00 m F.O.S. GENERAL ELEVATION NOTES 1. ELEVATION DRAWINGS DEPICT DESIGN INTENT ONLY, SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND FRAMING SPECIFICATIONS 2. GRADE LINES INDICATED ARE APPROXIMATIONS, BUILDER TO COORDINATE SITE SPECIFIC GRADING AT EACH LOT,PROVIDE POSITIVE SLOPE AWAY FROM STRUCTURE AT EACH LOT 3. REFER TO ROOF PLANS FOR ROOFING MATERIAL, SLOPE AND BEARING INFORMATION 4. TYPICAL WINDOW HEAD HEIGHT IS 8'-1" ABOVE SUB - FLOOR ON FIRST, SECOND, AND 7'-0" ON THIRD. SEE ELEVATIONS. TYPICAL EGRESS WINDOW SILL HEIGHT 3'-8" MAX. ABOVE FINISHED FLOOR. 5. ALL EXPOSED WOOD POSTS, BEAMS AND TRIM SHALL BE STAINED, AND OR SEALED 6. GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AT ALL ROOF DRAINAGE CONDITIONS, COORDINATE LOCATIONS W/ BUILDER STRUCT & CIVIL DRAWINGS UNIT # 5353 - TYPE 3 UNIT # 5355 - TYPE 1 UNIT # 5357 - TYPE 1 UNIT # 5359 - TYPE 3 ENHANCED ELEV. VISITABLE - FRONT STD. ELEV. STD. ELEV. TYPICAL 4 UNIT BLDG -FRONT ELEVATION SCALE: 3/16" = 1'-0" STD. ELEV. VISITABLE - FRONT ■ cit DESIGN ARCHITECTURE PLANNING LANDSCAPE ARCHITECTURE DTJ DESIGN, INC 3101 Iris Ave, Suite 130 Boulder, Colorado 80303 T 303.443.7533 www.dtjdesign.com tiWheat o .Q,. =� M O o O 00 O 0 Q ry U ° J O J U) U w w O O 0 0= wry q U) �-- �Q ~w O� �_ J w w 0 Oz U U° z O U) V w w n M M 07 M DRAWN BY: CE CHECKED BY: SH PROJECT NO: 2018033 ISSUE DATE: 04/16/2021 REVISIONS: 4 UNIT BLDG #7 ELEVATIONS NUMBER: A41 0 F. U E E O N O � N 0 U CO z H z z V LU LU N Q M O F) O n N > ry U) o Qry LU m U M (D ry E N J L o Q Ua�= ry U) a_ 0 n n a �JJJ 0 0 00 00 .E 00 r Ay F.O.S. F.O.S. 1 F.O.S. A420 q- L_I VI IJ1/VV1_L./ LLL V. VISITABLE - FRONT TYPICAL 4 UNIT -SIDE ELEVATION SCALE: 3/16" = 1'-0" CE q- ). PLATE 3 128'- 6 3/4" RD FLOOR 120'- 5 5/8" ). PLATE 2 119'-27/8" ND FLOOR 110' - 1 3/4" 1. PLATE 1 109'- 1 1/8" ST FLOOR 100'-0" 00 00 00 00 F.O.S. F.O.S. UNIT # 5359 - TYPE 3 STD. ELEV. VISITABLE - FRONT UNIT # 5357 - TYPE 1 STD. ELEV. UNIT # 5355 - TYPE 1 STD. ELEV. STRUCT & CIVIL DRAWINGS UNIT # 5353 - TYPE 3 ENHANCED ELEV. VISITABLE - FRONT F.O.S. GENERAL ELEVATION NOTES 1. ELEVATION DRAWINGS DEPICT DESIGN INTENT ONLY, SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND FRAMING SPECIFICATIONS 2. GRADE LINES INDICATED ARE APPROXIMATIONS, BUILDER TO COORDINATE SITE SPECIFIC GRADING AT EACH LOT,PROVIDE POSITIVE SLOPE AWAY FROM STRUCTURE AT EACH LOT 3. REFER TO ROOF PLANS FOR ROOFING MATERIAL, SLOPE AND BEARING INFORMATION 4. TYPICAL WINDOW HEAD HEIGHT IS 8'-1" ABOVE SUB - FLOOR ON FIRST, SECOND, AND 7'-0" ON THIRD. SEE ELEVATIONS. TYPICAL EGRESS WINDOW SILL HEIGHT 3'-8" MAX. ABOVE FINISHED FLOOR. 5. ALL EXPOSED WOOD POSTS, BEAMS AND TRIM SHALL BE STAINED, AND OR SEALED 6. GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AT ALL ROOF DRAINAGE CONDITIONS, COORDINATE LOCATIONS W/ BUILDER TYPICAL 4 UNIT BLDG -REAR ELEVATION SCALE: 3/16" = 1'-0" ■ cl DESIGN ARCHITECTURE PLANNING LANDSCAPE ARCHITECTURE DTJ DESIGN, INC 3101 Iris Ave, Suite 130 Boulder, Colorado 80303 T 303.443.7533 www.dtjdesign.com tiWheat o 11 =� M _ O o O c 00 O 0 Q U ° J O J U) U w L O O 0 0= wry Q o U) � �Q ~w O � >_ J w w 0 Oz U U° z O U) V w 0— M M 07 M DRAWN BY: CE CHECKED BY: SH PROJECT NO: 2018033 ISSUE DATE: 04/16/2021 REVISIONS: 4 UNIT BLDG #7 ELEVATIONS NUMBER: A411 F. U E E O N O � N 0 U CO z H z z V LU LU N Q M O F) 0 N > ry U) o Qry LU U M (D ry E N J L o Q Ua�= ry U) a_ 0 n n a �JJJ 0 U F.O.S. CE C F.O.S. UNIT # 5353 - TYPE 3 ENHANCED ELEV. VISITABLE - FRONT UNIT # 5355 - TYPE 1 STD. ELEV. UNIT # 5357 - TYPE 1 1 SECTION A420 SCALE: 3/16" = 1'-0" STD. ELEV. UNIT # 5359 - TYPE 3 STD. ELEV. VISITABLE - FRONT 00 00 m 00 m ■ cl DESIGN ARCHITECTURE PLANNING LANDSCAPE ARCHITECTURE DTJ DESIGN, INC 3101 Iris Ave, Suite 130 Boulder, Colorado 80303 T 303.443.7533 www.dtjdesign.com tiNlheaf o .Q,. =� M _ O o O c 00 O r) Q ry U ° J O J U) U w L O O 0 0= wry Q o U) � �Q ~w O� �_ J w w 0 Oz U U° z O _ U) U w w n M M 07 M DRAWN BY: CE CHECKED BY: SH PROJECT NO: 2018033 ISSUE DATE: 04/16/2021 REVISIONS: 4 UNIT BLDG #7 SECTIONS NUMBER: A420 PLANT SCHEDULE: KEY BOTANICAL NAME COMMON NAME SIZE SPACING HEIGHT WIDTH WATER ORNAMENTAL TREES AFM Acer ginnala Amur Flame Maple 2-2.5" cal. as shown 15-20, 15-20' M EVERGREEN SHRUBS DMP Pinus mugo 'Pumilo' Dwarf Mugo Pine #5 4' o.c. 3-4' 3-4' L DECIDUOUS SHRUBS GMC Ribes alpinum'Green Mound' Green Mound Currant #5 3' o.c. 3' 3' L KDG Cornus sericea 'Kelseyii' Kelsey Dogwood #5 3' o.c. 2-3' 2-3' M DGM Acer ginnala'Compacta' Dwarf Ginnala Maple #5 6' o.c. 8' 8' M TLS Rhus trilobata Three -Leaf Sumac #5 4' o.c. 3-4' 3-4' L KSV Viburnum carlesii Koreanspice Viburnum #5 4' o.c. 4-5' 4-6' M PLS Prunus x cistena Purple Leaf Sand Cherry #5 6' o.c. 6-8' 4-6' M ORNAMENTAL GRASSES LBS Schizachyrium scoparium'The Blues' The Blues Little Bluestem #1 2' o.c. 30-40" 2' L MDG Miscanthus sinensis'Gracillimus' Maiden Grass #1 4' o.c. 4-5' 2-5' L DFG Pennisetum alopecuroides 'Hameln' Hardy Fountain Grass (Dwarf) #1 2' o.c. 2-3' 2' L PERENNIALS PEN Penstemon strictus Rocky Mountain Penstemon #1 18" o.c. 12-24" 12-18" L SHS Agastache rupestris Sunset Hyssop #1 18" o.c. 24-36" 24-36" L Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division =- APPROVED BY: DATE: ' 4/28/2021 COMMENTS: MATERIAL SPECIFICATIONS & NOTES: 1. ORGANIC SOIL AMENDMENTS: TILL FOUR (4) CUBIC YARDS OF ORGANIC SOIL AMENDMENT, TO A DEPTH OF SIX (6) INCHES, FOR EACH 1,000 SQUARE FEET OF SOIL PREPARATION IN ALL LANDSCAPE AREAS, INCLUDING ALL TURF, NATIVE SEED, TREE, SHRUB PLANTING BEDS IN THEIR ENTIRETY, ANNUAL, VINE, AND GROUNDCOVER AREAS (IF APPLICABLE), AS WELL AS ALL TREE LAWNS AND RIGHT-OF-WAYS ADJACENT TO THE PROPERTY. THE ORGANIC SOIL AMENDMENT SHALL BEA CLASS I OR II COMPOST THAT MEETS THE U.S. COMPOSTING COUNCIL'S TESTING REQUIREMENTS. THE COMPOST MUST BE PRODUCED ATA COMPOSTING FACILITY THAT MEETS U.S. EPA 40 CFR 503.13 REQUIREMENTS (TABLES 1 & 3 LEVELS) FOR THE PRODUCTION AND MARKETING OF CLASS A MATERIAL FOR UNRESTRICTED USE AND DISTRIBUTION. 2. ORGANIC FERTILIZER AND SOIL CONDITIONERS: CONTRACTOR WILL UTILIZE GRANULAR ENDO MYCORRHIZAE, MENEFEE GRANULAR HUMATE AND BIOSOL FORTE (7-2-1) AS PART OF THE PLANTING PROCESS FOR ALL TREES, SHRUBS, PERENNIALS, GRASSES, VINES AND SEEDED AREAS. FOLLOW APPLICATION RATES AS SPECIFIED BY THE MANUFACTURERS AVAILABLE APPLICATION INSTRUCTION SHEETS OR AS INSTRUCTED BY THE CLIENT OR THEIR REPRESENTATIVES. RECOMMENDED SUPPLIER: ROCKY MOUNTAIN BIO PRODUCTS, 10801 E. 54TH AVENUE, DENVER, CO 80239. 3. TURF SOD: LONG-TERM DROUGHT TOLERANT KENTUCKY BLUEGRASS BLEND. RECOMMEND GRAFF'S TREE FARM (GTF) 4 -WAY BLEND, GREEN VALLEY TURF COLORADO BLUE TM, OR APPROVED EQUAL. 4. WOOD MULCH: SHREDDED WOOD MULCH SHALL BE INSTALLED IN ALL PLANTING AREAS NOT SPECIFIED WITH ROCK MULCH. WOOD MULCH FOR TREES AND SHRUB BEDS WILL BE "CASCADE CEDAR MULCH", A DISTINCTIVE LOOKING WOOD MULCH MEDIUM BROWN IN APPEARANCE WITH A FINE TEXTURED "HAIR-LIKE" LOOK. THE WOOD FIBERS WILL BE APPROXIMATELY 1 ''/2" - 3'/2" IN LENGTH AND BE UNIFORM IN APPEARANCE. THIS MULCH IS IDEAL FOR HIGH WIND AREAS AS IT FORMS A DENSE MAT WHICH HELPS TO LOCK IT TOGETHER AND STAY IN PLACE. MINIMUM DEPTH OF MULCH WILL BE THREE (3) INCHES IN SHRUB BEDS. MULCHED BED AREAS WILL INCLUDE WEED CONTROL FABRIC. 5. ROCK MULCH: 1 1/2" MOUNTAIN RIVER ROCK MULCH OVER WEED BARRIER FABRIC. INSTALL TO A DEPTH OF (3") THREE INCHES WHERE SPECIFIED. 6. COBBLE MULCH: 3"-6" MOUNTAIN GRANITE COBBLE OVER WEED BARRIER FABRIC. 7. NATIVE SEED: REFER TO THE CITY OF WHEAT RIDGE'S NATIVE SEEDING STANDARDS. 8. LANDSCAPE EDGER: EDGER TO BE 3/16"x6" HOT -DIPPED GALVANIZED METAL EDGING WITH AN INTEGRATED HOT -DIPPED GALVANIZED TAPERED METAL STAKING SYSTEM (4 STAKES PER SECTION). COLOR: BLACK 9. WEED BARRIER FABRIC: WEED BARRIER FABRIC SHALL BE A NONWOVEN GEOTEXTILE COMPOSED OF POLYPROPYLENE FIBERS. THE CONTRACTOR SHALL USE MIRAFI MSCAPE OR APPROVED EQUAL. 10. IRRIGATION: A BELOW -GROUND FULLY -AUTOMATED IRRIGATION SYSTEM WILL BE INSTALLED IN ALL LANDSCAPED AREAS UTILIZING WATER -CONSERVING SYSTEMS SUCH AS TRICKLE (DRIP) IRRIGATION TO WATER ALL SHRUBS AND TREE PLANTINGS. RAIN SENSORS WILL BE USED TO AUTOMATICALLY SHUT DOWN THE IRRIGATION SYSTEM DURING PERIODS OF HIGH MOISTURE. TO MAXIMIZE WATER USE EFFICIENCY, THE IRRIGATION SYSTEM WILL BE DESIGNED WITH A HIGH APPLICATION EFFICIENCY AND WITH ZONES THAT CORRESPOND TO THE DIFFERING WATER REQUIREMENTS OF PLANTING AREAS. BACKFLOW CONTROL DEVICES SHALL BE LOCATED OR SCREENED SO THAT THEY ARE NOT VISIBLE FROM PUBLIC STREETS OR PARKING LOTS. SPRAY OVER WALKWAYS AND ROADWAYS WILL BE MINIMIZED FOR PEDESTRIAN COMFORT, SAFETY AND WATER CONSERVATION. 11. MAINTENANCE AND IRRIGATION: THE LANDSCAPED AREAS, INCLUDING ALL ADJACENT ROW LANDSCAPE, WILL BE MAINTAINED BY THE DEVELOPER OR ASSIGNS. ALL ON -LOT LANDSCAPE WILL BE IRRIGATED AND MAINTAINED BY THE LOT OWNER. MAINTENANCE REQUIREMENTS WILL MEET THOSE ADOPTED FOR THE COMMON AREA AND RIGHT OF WAY LANDSCAPES. 12. SIGHT TRIANGLES: ON CORNER LOTS, LANDSCAPE MATERIAL OVER THIRTY (30) INCHES IN HEIGHT WILL NOT BE PLANTED WITHIN THE SIGHT TRIANGLE ESTABLISHED FOR THE ADJACENT INTERSECTION EXCEPT FOR TREES WITH BRANCHES AND FOLIAGE REMOVED TO A HEIGHT OF SEVEN (7) FEET ABOVE THE GROUND. 13. MINIMUM PLANTING DISTANCES: DECIDUOUS TREES WILL BE PLANTED A MINIMUM SIX (6) FEET FROM SIDEWALKS AND PLANTING BEDS. EVERGREEN TREES WILL BE PLANTED A MINIMUM 10 FEET FROM SIDEWALKS AND PLANTING BED EDGES. DECIDUOUS TREES WILL BE LOCATED A MINIMUM SIX (6) FEET FROM EDGE OF BUILDINGS; EVERGREEN TREES A MINIMUM OF 10 FEET. SHRUBS WILL BE PLANTED A MINIMUM FOUR (4) FEET FROM SIDEWALKS, PLANTING BED EDGES, EDGE OF BUILDINGS OR ONE-HALF THEIR MATURE WIDTH, WHICHEVER IS GREATER. SPACING FOR PLANT PLACEMENT WILL BE MEASURED FROM THE CENTERLINE OF THE PLANT. IL�yI:��l�[N_��x�]��ZK�111�_1►[�]'AI_1►1�bYN_1��1►69�_1�I_��[�7►69:1_1��:3�K�]�I��I�l�:�[�]:ir�l6Y.X11_1►[y��]Hyl:��l�[N_��]��ZK�111�_1►[�]'� STANDARDS: HTTPS://WWW.Cl.WHEATRIDGE.CO.US/487/CIVIL-ENGINEERING-RESOURCES - I R) T� BAG PFnI TRANSFORMER, RE: ELECTRICAL 8 DMP 3 KDG =I ALLEY - TRACT E LANDSCAPE PLAN - 4-PLEX BLOCK 2, LOTS 31 -34 SCALE: 111= 8' PLANTING LEGEND: DECIDUOUS SHADE TREE MATERIAL LEGEND: STEEL EDGER 5' NO PLANT ZONE OC CONCRETE PAVING 1/8" X 6" X 10' ROLLED TOP STEEL POWDER COATED BLACK INSTALLED FLUSH WITH GRADE ANCHORED WITH (4)14" STAKES PER LENGTH ALL RESIDENCES INCLUDE THE REQUIRED 5' "NO PLANT ZONE" OFFSET FOR ALL BUILDING FOUNDATIONS. 4" GREY CONCRETE WITH LIGHT BROOM FINISH EVERGREEN TREE DOD° DDD° i RIVER COBBLE 24HORIZON DECORATIVE ROCK BY PIONEER SAND COMPANY. (303) 340-1440. BORDER WITH STEEL EDGER WHEN LOCATED ADJACENT TO SOD OR MULCH PLANTING ORNAMENTAL TREE SOD KENTUCKY BLUEGRASS. EVERGREEN SHRUB WOOD MULCH 3" DEPTH NON -DYED CEDAR MULCH BY PIONEER SAND COMPANY. (303) 340-1440 DECIDUOUS SHRUB LANDSCAPE (BY OTHERS) REFER TO QUAIL RUN OVERALL LANDSCAPE PLANS BY REDLANDS (720) 283-6783 i.. ORNAMENTAL GRASS PERENNIALS NOTES: 1. REFER TO CIVIL ROADWAY DRAWINGS FOR ALL CURB, CURB RAMP, SIDEWALK LAYOUT, AND GRADING INFORMATION UNLESS OTHERWISE NOTED. 2. REFER TO ELECTRICAL DRAWINGS FOR LOCATION AND DETAIL OF LIGHT POLES AND ELECTRICAL STRUCTURES. 3. ALL RESIDENCES INCLUDE A 5"'NO PLANT ZONE" OFFSET FOR ALL BUILDING FOUNDATIONS. LANDSCAPE CALCULATIONS: BUILDING: 3,385 SF 55% DRIVEWAYS: 362 SF 6% LANDSCAPE: 2,358 SF 39% TOTAL SITE: 6,105 SF 100% 7 :7 0 4 8 16 SCALE: 1"= 8' NORTH CLIENT: WONDERLAND HOMES 8246 NORTHFIELD BOULEVARD BUILDING J, SUITE #2600 DENVER, CO 80238 303.567.7644 WWW.WONDERLANDHOMES.COM CONSULTANT: OXBOW DESIGN COLLAB.,LTD. 802 E. 19TH AVENUE, UNIT A DENVER, CO 80218 720.465.6168 WWW.OXBOWDBC.COM M z 0 Q U) z O 1..` I J N ti _ N QUU) ��O 000 _j G. GR, ,to ISSUE DATE: 04-14-2021 DRAWN: JY REV: # DATE: REVIEWED: DG DESCRIPTION: PROJECT NUMBER: 000014 LANDSCAPE PLAN SHEET NUMBER: L100 L200 SHRUB PLANTING DETAIL SCALE: N.T.S. I�\.1►\ill\�i�l J z 0 C/) m rr U) M =mama NOTE: DO NOT PLANT ANY PLANT WITH ROOTBALL NOT IN ' mmm®m CONFORMANCE WITH COLORADO NURSERY ACT REQUIREMENTS. HOLD MULCH GRADE 1" BELOW mmmmm EDGE OF WALK, EDGING OR CURB. CONCRETE CURB, EDGING, OR SIDEWALK ®m®=® 3'-4' SETBACK PRUNE ALL DAMAGED OR DEAD WOOD amann AFTER PLANTING AND MULCHING SET SHRUB AT GRADE GROWN IN CONTAINER owoom OR GROWN IN NURSERY. SET TOP OF JUNIPER'S �- ROOTBALL TO FINISH GRADE OF MULCH mammm APPLY SPECIFIED MULCH AT 3" DEPTH a � ' =mo®= SCORE CONTAINER ROOTBALLS WITH ENCIRCLING ROOTS FILL PLANT PIT WITH SPECIFIED BACKFILL MIX. SEE SPECIFICATIONS FOR COMPOSITION REMOVE CONTAINER. PLACE ROOTBALL ON UNDISTURBED SOIL BALL DIA. + 12" SHRUB PLANTING NOT TO SCALE WHEgT CITY OF WHEAT RIDGE L-AO1 SHRUB DETAIL CODE "' DEPT. OF PUBLIC WORKS SHRUB PLANTING I ENGINEERING DIVISION cOCORO APPROVED BY: SNN 06/07 L200 SHRUB PLANTING DETAIL SCALE: N.T.S. I�\.1►\ill\�i�l J z 0 C/) m rr U) M =mama ' mmm®m mmmmm ®m®=® amann owoom mammm ' =mo®= U SHRUBS, GROUNDCOVERS, PERENNIALS OR ANNUALS CURB, EDGE OF PAVEMENT OR WALL PLANT SPACING DETAIL SCALE: N.T.S. DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD AFTER PLANTING AND STAKING. KEEP ANY PRUNING TO A MINIMUM. SPECIFIED TREE STRAP COLLAR, DO NOT TWIST. 14 GUAGE GALV. WIRE WITH 1/2" 0 X 18" WHITE PVC PIPE ON WIRE. STAPLE WIRE TO POST TO PREVENT THE WIRE FROM SLIPPING. INSTALL AT PROPER HEIGHT AS SHOWN. ONE WOOD STAKE/POST 6/8/10' IN HEIGHT, DEPENDANT ON TREE SIZE. DRIVE 24" INTO UNDISTURBED SUBGRADE OUTSIDE PLANTING PIT. DO NOT PENETRATE ROOT BALL WITH POST. PLACE POST IN LINE WITH PREVILING WIND ON WINDWOOD SIDE. PLANT TREE 1" ABOVE FINISHED GRADE, ENSURE THAT TOP OF ROOT FLARE IS VISIBLE. APPLY ORGANIC MULCH AROUND TREE TO A MINIMUM OF 3' RADIUS FROM TRUNK, FORMING A RING TO A DEPTH OF 4". DO NOT PILE MULCH AROUND TREE TRUNK AND NO MORE THAN 1" DEEP ON TOP OF ROOT BALL. 2" HIGH WATER BASIN WITH MULCH OR SOIL, TYP. REMOVE BASIN UPON SODDING IN IRRIGATED AREA BACKFILL HOLE WITH EXCAVATED NATIVE SOIL. COMPOST AND MYCORRHIZAE SHOULD BE ADDED TO AMEND SOIL. (DEPENDING ON SITE CONDITIONS.) REMOVE ALL BURLAP, TWINE & WIRE FROM ROOT BALL REMOVE TREE BASKET OR CONTAINER. REMOVE ANY NURSERY STAKES. INITIAL STABILIZING BACKFILL TO 1/3 DEPTH, LIGHTLY COMPACTED NATIVE SOIL AROUND ROOT BALL TO STABILIZE.. SET ROOT BALL ON UNDISTURBED SUBGRADE TO PREVENT SETTLING. DO NOT COMPACT SUBGRADE. CONIFEROUS TREE PLANTING NOT TO SCALE NOTE: • NEED FOR ADDITIONAL POSTS DEPENDANT ON SITE LOCATION AND SIZE OF TREE • REMOVE POST AFTER ONE GROWING SEASON • WOOD MULCH ONLY, NO ROCK OR INORGANIC MULCH LIKE RUBBER OR PLASTICS PREVAILING WIND DIRECTION GUYING DETAIL 41 DETAIL City of L-1302 CONIFER TREE "� Wheat�dge CODE CONIFEROUS TREE PLANTING L ENGINEERING DIVISION & PARKS, FORESTRY AND OPEN SPACE DIVISION APPROVED BY: KR & AB APPROVE DATE 7/20 EVERGREEN TREE PLANTING DETAIL L200_,) SCALE: N.T.S. CV SOD MAT EVEN WITH TOP OF EDGER SPECIFIED MULCH AT SPECIFIED DEPTH. PTH STEEL EDGER, 6" X 10' ROLLED TOP STEEL POWDER ED BLACK INSTALLED FLUSH WITH GRADE ORED WITH (4) 14" STAKES PER LENGTH 3TURBED GRADE s `, STEEL EDGER DETAIL ` SCALE: N.T.S. DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD AFTER PLANTING AND STAKING. KEEP CROWN SHAPE TYPICAL OF SPECIES. KEEP ANY PRUNING TO A MINIMUM. SPECIFIED TREE STRAP COLLAR, DO NOT TWIST. 14 GUAGE GALV. WIRE WITH 1/2" 0 X 18" WHITE PVC PIPE ON WIRE. STAPLE WIRE TO POST TO PREVENT THE WIRE FROM SLIPPING. INSTALL AT PROPER HEIGHT AS SHOWN. ONE WOOD STAKE/POST 6/8/10' IN HEIGHT, DEPENDANT ON TREE SIZE DRIVE 24" INTO UNDISTURBED SUBGRADE OUTSIDE PLANTING PIT. DO NOT PENETRATE ROOT BALL WITH POST. PLACE POST IN LINE WITH PREVILING WIND ON WINDWOOD SIDE. PLANT TREE 1" ABOVE FINISHED GRADE, ENSURE THAT TOP OF ROOT FLARE IS VISIBLE. APPLY ORGANIC MULCH AROUND TREE TO A MINIMUM OF T RADIUS FROM TRUNK, FORMING A RING TO A DEPTH OF 4". DO NOT PILE MULCH AROUND TREE TRUNK AND NO MORE THAN 1" DEEP ON TOP OF ROOT BALL. 2" HIGH WATER BASIN WITH MULCH OR SOIL, TYP. REMOVE BASIN UPON SODDING IN IRRIGATED AREA BACKFILL HOLE WITH EXCAVATED NATIVE SOIL. COMPOST AND MYCORRHIZAE SHOULD BE ADDED TO AMEND SOIL. (DEPENDING ON SITE CONDITIONS.) REMOVE ALL BURLAP, TWINE & WIRE FROM ROOT BALL. REMOVE TREE BASKET OR CONTAINER. REMOVE ANY NURSERY STAKES. INITIAL STABILIZING BACKFILL TO 1/3 DEPTH, LIGHTLY COMPACTED NATIVE SOIL AROUND ROOT BALL TO STABILIZE.. SET ROOT BALL ON UNDISTURBED SUBGRADE TO PREVENT SETTLING. DO NOT COMPACT SUBGRADE. DECIDUOUS TREE PLANTING NOT TO SCALE NOTE: • NEED FOR ADDITIONAL POSTS DEPENDANT ON SITE PREVAILING WIND DIRECTION LOCATION AND SIZE OF TREE • REMOVE POST AFTER ONE GROWING SEASON • WOOD MULCH ONLY, NO ROCK OR INORGANIC MULCH LIKE RUBBER OR PLASTICS GUYING DETAIL 41 DETAIL City of L -B01 TREE �Wheat ,.WC DECIDUOUS TREE PLANTING CODE ENGINEERING DIVISION & L PARKS, FORESTRY AND OPEN SPACE DIVISION APPROVED BY: KR & AB APPROVE DATE 7120 CV DECIDUOUS TREE PLANTING DETAIL SCALE: N.T.S. REMOVE ONLY INJURED OR DEAD BRANCHES FROM PLANTS. SCARIFY TOPSOIL TO A MINIMUM DEPTH OF 6". APPLY SPECIFIED FERTILIZER AND ROTOTILL INTO TOP 8" OF SOIL. REMOVE CONTAINERS, SET OUT AND SPACE PLANTS AS SPECIFIED IN PLANT LEGEND. ROWS SHOULD BE STRAIGHT AND CONSISTENT. SET PLANTS 1" HIGHER THAN FINISH GRADE ENSURE PLANT IS FIRMLY SEATED IN SOIL. BANK SOIL TO TOP OF ROOTBALL. MULCH PLANTING BED AS SPECIFIED. DO NOT PLACE MULCH OVER BRANCHES OF PLANTS. UNDISTURBED SUBGRADE GROUNDCOVER PERENNIAL PLANTING DETAIL ` SCALE: N.T.S. CLIENT: WONDERLAND HOMES 8246 NORTHFIELD BOULEVARD BUILDING J, SUITE #2600 DENVER, CO 80238 303.567.7644 WWW.WONDERLANDHOMES.COM CONSULTANT: OXBOW DESIGN COLLAB.,LTD. 802 E. 19TH AVENUE, UNIT A DENVER, CO 80218 720.465.6168 WWW.OXBOWDBC.COM M^ V ) Z O `< 1r n U) Z 0 co N J ~ QU U) -D0 O cm J ISSUE DATE: 04-14-2021 DRAWN: JY REVIEWED: DG REV: # DATE: DESCRIPTION: PROJECT NUMBER: 000014 LANDSCAPE DETAILS SHEET NUMBER: L200 GENERAL NOTES 1. THESE DRAWINGS ARE "BUILDERS PLANS" INDICATING GENERAL DESIGN INTENT ONLY. IT IS THE BUILDER'S RESPONSIBILITY TO PROVIDE ANY ADDITIONAL CONSTRUCTION DETAILS REQUIRED ANDTO DICTATE METHODS OF CONSTRUCTION. THE BUILDER SHALL VERIFY ALL DIMENSIONS OF MANUFACTURED COMPONENTS AND RELATIONSHIPS BETWEEN MATERIALS OR COMPONENTS. THE BUILDER SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS INCLUDING ALL EXISTING GRADES AT THE SITE. 2. THIS IS A CUSTOM DESIGN, THESE PLANS MAY NOT BE USED ON ANY OTHER SITE WITHOUT THE ENGINEER'S PRIOR, WRITTEN APPROVAL. 3. ANY CHANGES TO THESE PLANS WITHOUT PRIOR WRITTEN CONSENT BY THE ENGINEER SHALL CONSTITUTE ACCEPTANCE OF RESPONSIBILITY BY THE BUILDER AND OWNER OF THAT CHANGE. 4. THE BUILDER/CONTRACTOR AND ALL SUBCONTRACTORS SHALL CONFORM TO ALL APPLICABLE BUILDING CODES. 5. UTILIZE DETAILS AS APPLICABLE. 6. DISCHARGE ROOF DOWNSPOUTS AND ALL OTHER WATER COLLECTION SYSTEMS WELL BEYOND THE LIMITS OF THE BACKFILL, A MINIMUM OF 5 FEET. 7. FRAMER RESPONSIBLE FOR BACKOUT FRAMING REQUIRED AT PLUMBING AND HEATING RUNS & CHASES. DESIGN PARAMETERS DESIGN CODES: 1. IRC 2018 2. ASCE7 3. AISC STEEL CONSTRUCTION MANUAL 4. ACI BUILDING CODE 318 DESIGN LOADS WITH LOCAL AMENDMENTS: 1. SEISMIC LOADS 1.1. IMPORTANCE FACTOR: 1.0 1.2. SITE CLASS: D 1.3. Ss: 0.192 g Sr: 0.06 g 1.4. SpA: 0.204 Sp r: 0.096 1.5. DESIGN CATEGORY: B 1.6. STRUCTURAL TYPE: LIGHT FRAMED WALLS WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE 1.7. RESPONSE MOD FACTOR (R): 6.5 1.8. SYSTEM OVER STRENGTH FACTOR (OMEGA Q): 2.5 1.9. DEFLECTION AMPLIFICATION FACTOR (Cd): 4 2. WIND LOADS 2.1. BASIC WIND SPEED 135 MPH (ULTIMATE) 2.2. RISK CATEGORY II 2.3. WIND EXPOSURE C. 2.4. INTERNAL PRESSURE COEFFICIENT +/- 0.18 (ENCLOSED) 3. ROOFLOADS 3.1. ROOF DEAD LOAD: 15 PSF; TOP CHORD = 7.5 PSF & BOTTOM CHORD = 7.5 PSF 3.2. ROOF SNOW LOAD: Pf 30 PSF 3.3. DRIFTING, SLIDING, AND UNBALANCE SNOW CALCULATED IN ACCORDANCE WITH IBC CHAPTER 16 4. LIVE LOAD 4.1. FLOOR: 40 PSF 4.2. DECK: 40 PSF 5. GROUND SNOW 30 PSF 6. FLOORS AND INTERIOR STAIRS DEAD LOAD: 15 PSF 7. EXTERIOR DECKS DEAD LOAD: 10 PSF LIVE LOAD: 40 PSF SNOW LOAD: 30 PSF 8. WEATHERING: SEVERE 9. FROST DEPTH: 36 INCHES 10. TERMITE INFESTATION: SLIGHT TO MODERATE 11. DECAY: NONE TO SLIGHT STRUCTURALSTEEL: 1. STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING MINIMUM YIELD STRENGTH AND ASTM SPECIFICATIONS: FACE MOUNT HANGER SPECIFICATIONS Fy ASTM A. WIDE FLANGE SHAPED STRUCTURAL STEEL 50 KSI A-992 B. M -,S-, AND HP -SHAPED STRUCTURAL STEEL 36 KSI A-36 C. STRUCTURAL STEEL CHANNELS AND ANGLES 36 KSI A-36 D. STRUCTURAL STEEL PLATES AND BARS 36 KSI A-36 E. SQUARE AND RECTANGULAR HSS 46 KSI A-500 GRADE B F. ROUND HSS 42 KSI A-500 GRADE B G. STEEL PIPE 35 KSI A-53 GRADE B 2. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION AND CODE OF STANDARD PRACTICE LATEST EDITIONS. GLTV559 3. ALL FIELD CONNECTIONS SHALL BE MADE WITH ae.. DIAMETER ASTM A307 BOLTS - ENO 4. 3" INTERIOR DIAMETER - SCHEDULE 40 ADJUSTABLE PIPE COLUMNS SHALL BE RATED AT 33.4 KIPS MINIMUM. 5. MINIMUM WELD SIZE TO BE 3/16" U.N.O. RAI 81/1188 LOOSE LINTELS: 1. UNLESS NOTED OTHERWISE PROVIDE LOOSE LINTELS AS FOLLOWS: ONE ANGLE FOR EACH 4" OF WALL THICKNESS TO BEAR 6" MIN. EACH END). OPENINGS T04'-0": ANGLE 3 -1/2X3 -1/2X1/4; OPENINGS 5'-5" TO 6'-6": ANGLE 6 X 3-1/2 X 5/16 LLV. EPDXY 1. ALL EPDXY SPECIFIED IN THESE PLANS SHALL BE ONE OF: A. SIMPSON SET -XP ICC -ES ESR -2508, MIN. BASE TEMPERATURE 50 DEG F. B. HILTI HIT-HY 200 ICC -ES ESR 3187, MIN. BASE TEMPERATURE 14 DEG F. METAL CONNECTORS: 1. METAL CONNECTORS SPECIFIED'SIMPSON' ON PLANS ARE MANUFACTURED BY SIMPSON STRONG -TIE, INC. METAL CONNECTORS SPECIFIED 'USP' ON PLANS ARE MANUFACTURED BY UNITED STEEL PRODUCTS. SUBSTITUTIONS BY OTHER MANUFACTURERS ALLOWED PROVIDED STRENGTH OF SPECIFIED CONNECTORS IS MET OR EXCEEDED. NAILING/INSTALLATION OF CONNECTORS TO BE PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE HURRICANE ANCHORS (SIMPSON H2.5/H2.5A/H2.5T OR USP RT7 HURRICANE CLIPS AT EACH TRUSSIRAFTER AND ADD'L SIMPSON H7Z OR USP RT20 AT ALL GIRDER TRUSSES, TYP. U.N.0). PROVIDE REQUIRED BLOCKING AT ALL TRUSS / RAFTER BEARING. TRUSS DESIGNER TO PROVIDE ADDITIONAL HOLDOWNS FOR UPLIFT LOADS EXCEEDING H2.5 AND H7Z. 3. PROVIDE ICC APPROVED JOIST HANGERS AT ALL "FLUSH FRAME" CONDITIONS AND AS DEPICTED ON FRAMING PLANS. PROVIDE ANY OTHER POST BASES, MULTIPLE JOIST HANGERS, AND BEAM CONNECTORS AS REQUIRED. INSTALL WITH NUMBER AND TYPE OF NAILS RECOMMENDED BY MANUFACTURER. REFER HANGER SCHEDULE. HANGER SCHEDULE (UNLESS OTHERWISE NOTED) MEMBER FACE MOUNT HANGER TOP FLANGE HANGER SIMPSON USP SIMPSON USP (1)13/4"x91/2"EPA HUS1.81/10 HUS179 WP9 PHM1795 (2)13/4"x91/2"EPA HHUS410 THD410 HB356/95 PHX3595 (3)13/4"x91/2"EPA ITGUS550/10 THDH610 GLTV559 PHXU5295 (1)13/4"x117/8"EPA HUS1.81/10 HUS179 RAI 81/1188 PHXU17118 (2)13/4"x117/8"EPA HHUS410 THD410 HB356/1188 PHX35118 (3)13/4"x117/8"EPA HGUS550/12 THDH612 GLTV537/11 .875 PHXU52118 31/2"x14"FILE TRUSS HU414 HD414 HU414-TF HD0414 (1)BCI 600018 1USE .37/1188 1HFL23112 ILS2.37/1188 TFL23118 (2)BCI 600018 MIU475111 16d @ 8"1 MIT3511.88-2 L=AS SHOWN PER PLAN (1) ADS OR (1) 2x10 LUS28 JUS28 18" 18" 12" 2-10 HU2102OR HUC2102 HD2102OR HD21021F ---- ----- NOTES 1)ALL HANGERS AT (1) PLY BEAMS ARE APPROVED TO USE EDU I VALENT 11/2"NAIL 2) PROVIDE HDG OR STAINLESS STEEL CONNECTORS AS RED'D FOR TREATED WOOD MEMBERS AS RED'D PER CODE CONCRETE: 1. SEE FOUNDATION WALL REINFORCING SCHEDULE FOR VERTICAL AND HORIZONTAL REINFORCING REQUIREMENTS. STEEL REINFORCING BARS SHALL BE GRADE 60 DEFORMED BARS. #5 GRADE 40 STEEL MAY BE SUBSTITUTED FOR #4 GRADE 60 STEEL. BEND OR LAP ALL BARS 48 BAR DIAMETERS WITH A MINIMUM OF 24" AROUND CORNERS. PROVIDE (2) #4S AROUND ALL OPENINGS WITH (2) #4 X 4' AT ALL CORNERS. ANCHOR BOLTS SHALL BE A MINIMUM 1/2" DIAMETER WITH MIN. 8" EMBEDMENT @ 3'1 ON CENTER FOR ALL BASEMENT WALLS AND 4'1 ON CENTER FOR ALL CRAWLSPACE AND GARAGE WALLS, MAXIMUM SPACING W/ MINIMUM OF (2) BOLTS PER PLATE. 2. CONCRETE WALLS SHALL BE 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. CONCRETE SHALL HAVE A WATER TO CEMENT RATIO OF 0.50 OR LESS. CEMENT TYPE SHALL BE TYPE I OR TYPE II MODIFIED. SLUMP: 4"+/- 1", OR UP TO 8" MAX IF PLASTICIZER IS USED AIR CONTENT: 6% +/- 1 3. REFER TO ACI 318 FOR ADDITIONAL INFORMATION. 4. DO NOT PLACE BACKFILL AGAINST FOUNDATION UNTIL CONCRETE HAS CURED AND FOUNDATION ADEQUATELY SHORED. BACKFILL TO REQUIRED GRADE ELEVATION AND SLOPE AWAY FROM BUILDING. 5. ALL CONCRETE SLABS SHALL BE 4" THICK WITH 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. PROVIDE SCORES OR SAWCUTS IN ALL SLABS @ 12'-0" O.C. MAX.. WHERE POSSIBLE, ALIGN SAW CUT WITH COLUMN CENTERLINES AND RE-ENTRANT CORNERS. 6. CONCRETE PROTECTION FOR REINFORCEMENT (UNO) CONCRETE POURED AGAINST EARTH 3" CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH AND WEATHER: #5 BARS OR SMALLER 1 1/2" BARS LARGER THAN #5 2" SLABS 3/4" FOUNDATION WALL REINFORCING SCHEDULE WALL HEIGHT VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT 0'-0" TO 3'1 #4'S @ 48" O.C. (2) #5'S TOP AND BOTTOM UP TO 4'1 #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM UP TO 6'1 #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM UP TO 8'1 #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM AND (1) #5 @ 24" O.C. UP TO 9'1 #4'S @ 18" O.C. (2) #5'S TOP AND BOTTOM AND (1) #5 @ 24" O.C. UPTO10'-0" #5'S@16"O.C. (2)#5'S TOP AND BOTTOM AND (1) #5 @ 12" O.C. UPTO12-1 #5'S@12"O.C. (2)#5'S TOP AND BOTTOM AND (1) #5 @ 12" O.C. 1. WALLS WITH BACKFILL ON EACH SIDE, SUCH AS DEEP GARAGE WALLS, ONLY REQUIRE REINFORCEMENT AS PER THE SCHEDULE ABOVE FOR WALLS UP TO 4'-0" IN HEIGHT. 2. BUILDER MAY ELECT TO EXTEND PATIO, GARAGE AND CRAWLSPACE FOOTING AND WALLS TO BASEMENT DEPTH USING SAME SIZE FOOTING. FOOTING FOUNDATION NOTES 1. FOUNDATIONS, WALLS AND FOOTINGS ARE DESIGNED BASED ON SOILS REPORT NUMBER: DN49,619-120-R, REPORT PROVIDED BY: CTLTHOMPSON DATED: AUGUST 12 2020 MAXIMUM BEARING CAPACITY OF 3000 PSF MINIMUM DEAD LOAD BEARING CAPACITY OF 1000 PSF 2. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY UNANTICIPATED SOILS CONDITIONS. 3. PLACE 4" TALL x 8" WIDE VOID FORM ACROSS FULL WIDTH OF FOOTING EVERY 12 FEET AND CENTERED BELOW WINDOWS AT ALL EXTERIOR BASEMENT WALLS WHEN USING INTERIOR DRAINS. SQUARE FOOTING STEEL AND THICKNESS SCHEDULE FOOTING WIDTH/LENGTH # OF #4 REBAR EACH WAY THICKNESS OF FOOTING UP TO 24" 2 NONE NONE 8" 30" 2 8" 8" 36" 3 24" 10" 42" 3 3 @ 18"o.c. 10" 48" 4 10" 12" 54" 4 32" 12" 60" 5 4 @ 12"o.c. 14" 66" 5 12" 4" 72" 6 12" - 6" IF SPECIFIC FOOTING WIDTH NOT SHOWN, SUPPLY DEPTH AND REBAR OF NEXT LARGER FOOTING SPREAD FOOTING STEEL AND THICKNESS SCHEDULE FOOTING WIDTH # OF #4 REBAR LONGITUDINAL #4 REBAR LATERAL THICKNESS OF FOOTING 16" NONE NONE 8" 18" NONE NONE 8" 20" 2 NONE 8" 24" 2 NONE 10" 26" 3 @ 18"o.c. 10" 28" 3 @ 18"o.c. 10" 30" 4 @ 18"o.c. 12" 32" 4 @ 12"o.c. 12" 34" 4 @ 12"o.c. 12" 36"4 @ 12"o.c. 12" IF SPECIFIC FOOTING WIDTH NOT SHOWN, SUPPLY DEPTH AND REBAR OF NEXT LARGER FOOTING WOOD FRAMING SAWN LUMBER: 1. STUDS AND PLATES SHALL BE #2 STRUCTURAL LIGHT FRAMING, HEM -FIR OR BETTER. FINGER JOINTED STUDS ALLOWED PROVIDED THEY MEET GRADE QUALITY. 2. FOUNDATION PLATES SHALL BE REDWOOD CONSTRUCTION COMMON OR PRESSURE TREATED HEM -FIR AND ANCHORED TO FOUNDATION PER CONCRETE NOTES. STRUCTURAL COMPOSITE LUMBER: 1. ALL MULTIPLE BEAMS SHALL BE GLUED, NAILED AND/OR BOLTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. FLOOR JOISTS SHALL BE BCI JOISTS BY BOISE CASCADE OR APPROVED EQUALS INSTALLED PER MANUFACTURER'S SPECIFICATIONS. SEE MANUFACTURER'S MANUAL FOR REQUIRED BLOCKING, FILLERS AND NAILING REQUIREMENTS. 3. LVL BEAMS SHALL BE MICRO -LAMS AS MANUFACTURED BY TRUS JOIST CORP OR EQUAL WITH Fb 2600 PSI, Fv 285 PSI, E 2000 KSI. TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. WOOD BEAMS TO BEAR FULL DEPTH OF WALL LESS RIM BOARD WHERE APPLICABLE. ENGINEERED WOOD BEAMS SHALL HAVE A MINIMUM BEARING OF 1-1/2" ENO 4. ENGINEERED WOOD BEAMS AND HEADERS SPECIFIED "EW', SHALL BE AS MANUFACTURED BY TRUS-JOIST CORPORATION, BOISE, IDAHO (OR APPROVED EQUAL) WITH THE FOLLOWING PROPERTIES: 8 5/8" DEEP OR SMALLER: 9 1/4" DEEP AND LARGER: Fb = 1,700 PSI Fb = 2,325 PSI Fv = 400 PSI Fv = 310 PSI E = 1,300,000 PSI E = 1,550,000 PSI 5. BOISE VERS -LAM BEAMS AND HEADERS SPECIFIED "LVL" SHALL HAVE THE FOLLOWING PROPERTIES: Fb = 2,600 PSI Fv = 285 PSI E = 2,000,000 PSI 6. BUILT-UP TIMBERSTRAND BEAMS MAY BE SUBSTITUTED FOR SINGLE PLY TIMBERSTRAND HEADERS PROVIDED THAT THE TOTAL WIDTH IS GREATER THAN OR EQUAL TO THAT DESIGNATED ON PLAN. BUILT-UP BEAMS MUST BE ATTACHED PER MOST STRINGENT INDICATED PER MANUFACTURER RECOMMENDATIONS UNLESS NOTED OTHERWISE ON PLANS. 7. MICROLAMS (LVL) OR VERSA -LAM MAY BE SUBSTITUTED FOR TIMBERSTRAND (EW) OF THE SAME WIDTH AND DEPTH, AS DESIGNATED ON PLAN. 8. PROVIDE MIN. 1-1/8" TIMBERSTRAND LSL RIM BOARD, U.N.O. FLOOR TRUSSES: 1. FLOOR FRAMING SHALL BE PRE-ENGINEERED TRUSSES. 2. WOOD FLOOR TRUSSES SHALL BE DESIGNED BY REGISTERED A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF THE PROJECT LOCATION. CALCULATED LIVE LOAD AND DEAD LOAD DEFLECTIONS OF TRUSSES SHALL NOT EXCEED 1/480TH OR 1/240TH RESPECTIVELY OF THE SPAN LENGTH. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL BE SUBMITTED FOR REVIEW BYTHE STRUCTURAL ENGINEER. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY, AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS, PANELS, BRIDGING AS REQUIRED FOR TRUSS STABILITY, AT ALL TRUSS AND GIRDER HANGERS. 3. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL BE SUBMITTED FOR REVIEW BYTHE STRUCTURAL ENGINEER OF RECORD. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY, AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE FLOOR TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS, PANELS, BRIDGING AS REQUIRED FOR STABILITY AND ALL FLOOR TRUSS AND GIRDER FLOOR TRUSS HANGERS. SHOP DRAWINGS REVIEW BY THE STRUCTURAL ENGINEER SHALL BE COMPLETED PRIOR TO FLOOR TRUSS FABRICATION. 3. FINAL TRUSS PLANS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. IF FINAL TRUSS PLANS ARE NOT SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW THE TRUSS MANUFACTURER SHALL PROVIDE ALL HOLDOWNS AND VERIFY ALL TRUSS BEARING CONDITIONS NOTED ON STRUCTURAL PLANS. 4. FLOOR TRUSS ENGINEERING AND VERIFICATION OF DIMENSIONS/PLATE HEIGHTS WILL BE THE RESPONSIBILITY OF THE SUPPLIER. PROVIDE SOLID BLOCKING BETWEEN TRUSSES AT BEARING POINTS FOR LATERAL SUPPORT, TO PREVENT ROTATION AND LATERAL DISPLACEMENT. 5. ALL TRUSSES TO BE PRE-ENGINEERED BYTRUSS MANUFACTURER TO INCORPORATE ALL LOADING AS SPECIFIED IN GENERAL FRAMING NOTES AS WELL AS ANY ADDITIONAL LOADS AS MAY BE REQUIRED BY CODE AND SPECIFIC POINT OR LINE LOADS AS SHOWN ON DRAWINGS. 6. THE FLOOR LAYOUT IN THIS DRAWING PORTRAYS DESIGN INTENT ONLY. REFER TO TRUSS DRAWINGS BY TRUSS MANUFACTURER FOR ACTUAL LAYOUT FOR CONSTRUCTION. ROOF TRUSSES 1. ROOF FRAMING SHALL BE PRE-ENGINEERED TRUSSES. 2. WOOD ROOF TRUSSES SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF THE PROJECT LOCATION. CALCULATED LIVE LOAD DEFLECTIONS OF TRUSSES SHALL NOT EXCEED 1/240TH OF THE SPAN LENGTH. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS, PANELS, BRIDGING AS REQUIRED FOR TRUSS STABILITY, AT ALL TRUSS AND GIRDER HANGERS. 3. FINAL TRUSS PLANS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. IF FINAL TRUSS PLANS ARE NOT SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW THE TRUSS MANUFACTURER SHALL PROVIDE ALL HOLDOWNS EXCEEDING TYPICAL H2.ST, AND VERIFY ALL TRUSS BEARING CONDITIONS NOTED ON STRUCTURAL PLANS. 4. ROOF TRUSS ENGINEERING AND VERIFICATION OF DIMENSIONS/PLATE HEIGHTS WILL BE THE RESPONSIBILITY OF THE SUPPLIER. PROVIDE SOLID BLOCKING BETWEEN TRUSSES AT BEARING POINTS FOR LATERAL SUPPORT, TO PREVENT ROTATION AND LATERAL DISPLACEMENT. 5. ALL TRUSSES TO BE PRE-ENGINEERED BY TRUSS MANUFACTURER TO INCORPORATE ALL LOADING AS SPECIFIED IN GENERAL FRAMING NOTES AS WELL AS ANY ADDITIONAL LOADS AS MAY BE REQUIRED BY CODE AND SPECIFIC POINT OR LINE LOADS AS SHOWN ON DRAWINGS. 6. THE ROOF LAYOUT IN THIS DRAWING PORTRAYS DESIGN INTENT ONLY. REFER TO TRUSS DRAWINGS BY TRUSS MANUFACTURER FOR ACTUAL LAYOUT FOR CONSTRUCTION. WOOD FRAMING CONT. WALL FRAMING: 1. DENOTES LOAD BEARING WALL: 2. WALL FRAMING PER TABLE: 3. IF SPECIFIC WALL HEIGHT NOT SHOW, SUPPLY STUD SPACING OF NEXT TALLER WALL HEIGHT CAI CRIVR sMRMVC VVMLLJ JIIMLL OC LA4 V L4 Di V.IV.V 4. PROVIDE "SOLID STUDS," 2 MINIMUM GANGED STUDS IN WALLS, ALL 2-2X & LARGER POSTS, AND AT BEAM BEARINGS AS SHOWN, CONTINUOUS THROUGH SOLID BLOCKING IN FLOORS TO THE FOUNDATION. SQUASH BLOCKS ARE NOT SHOWN ON PLAN FOR CLARITY. 5. ALL OPENINGS IN EXTERIOR AND BEARING WALLS (DOORS, WINDOWS, ETC.) SHALL HAVE MINIMUM HEADERS OF (2)F2X&S, WITH 1-2X TRIMMER STUD & 1-2X KING STUD AT ALL OPENINGS UP TO 5'1 WIDE - TYPICAL ENO 6. ALL OPENINGS OVER 6'1 SHALL HAVE HEADER, KING STUDS AND TRIMMERS AS INDICATED ON PLAN. ALL OPENINGS IN NON BEARING WALLS (DOOR, WINDOWS, ETC.) SHALL HAVE 1-2X KING STUD EACH SIDE. 7. KING STUDS ARE NOTED AS"K"AND TRIMMER STUDS ARE NOTED AS'T". 8. ALL MULTIPLE BEAM HEADERS SHALL BE ATTACHED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. FOR SAWN LUMBER, USE (2) ROWS OF 16d NAILS @ 16" O.C.. USE NAILING BOTH SIDES FOR 3 OR 4 PLYS. 9. CRIPPLES AT NONBEARING WALL OPENINGS MAY BE REMOVED WHERE DISTANCE BETWEEN TOP OF OPENING AND TOP PLATE IS LESS THAN 24". 10. BUILDER MAY OPT FOR PANELIZED WALLS. SHOP DRAWINGS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. 11. INSTALL FLAT BLOCKS @ 24" O.C. TO SUPPORT WALL T -INTERSECTS ILO 2X6 STUDS @ NON BEARING WALLS. ROOF OVERFRAMING: 1. DENOTES OVERFRAME AREAS: 2. OVERFRAMING TO BE COMPLETED AS FOLLOWS: 2X6 @ 24" O.C. FOR SPANS Ti OR LESS, 2X8 @ 24" O.C. FOR SPANS BETWEEN Ti AND 10'-8". TRUSS MANUFACTURER SHALL PROVIDE OVERFRAME TRUSS FOR SPANS OVER 10'-9" 3. OVERFRAMING MEMBERS TO BEAR DIRECTLY OVER THE TRUSSES OR SOLID BLOCKING BETWEEN TRUSSES. 4. USE ONE SIZE LARGER RIDGE RAFTER THAN THE LARGEST COMMON RAFTER. 5. PLACE (2)-1X4 VALLEY PLATES SIDE BY SIDE FOR OVERFRAMING MEMBERS TO BEAR ON. 6. ATTACH 2X4 VERTICAL MEMBERS BETWEEN OVERFRAMING MEMBERS AND ROOF TRUSSES AT 4'1 O.C. W/ (3)-10d NAILS EA. SIDE. SHEATHING 1. WALL SHEATHING SHALL BE 7/16" O.S.B. APA RATED PER TYPICAL WALL SECTION WITH A MINIMUM NAILING OF 6" AT EDGES AND 12" IN FIELD. RE: SHEAR WALL PANEL SCHEDULE FOR REQUIRED NAILING AT SHEAR WALLS 2. FLOOR SHEATHING SHALL BE 23/32" T&G, APA RATED STURD-I-FLOOR, 24" O.C., EXPOSURE I, T&G. GLUE AND NAIL WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 3. ROOF SHEATHING SHALL BE 7/16" APA RATED SHEATHING 24/16 RATED, EXPOSURE I. NAIL WITH 8d COMMON NAILS ACCORDING TO DETAIL BELOW AND PROVIDE PSCL SHEATHING CLIPS AT 2'1 O.C. BETWEEN SUPPORTS. FASTENING SCHEDULE (INCHESON CENTER) ROOF FASTENING ZONE 1 2 3 STUD SPACING SCHEDULE NAILS 6 6 4 PANEL EDGES 8d ,2 6 6 PANEL FIELD WALL HEIGHT HOLD DOWN NOTES i WALL TYPE 7/16" PLYWOOD / OSB 8d @ 6" 8d @ 12" 16g @ 4", 2" LONG 16g @ 12", 2" LONG 2x 12" AB @ 4'1 16d @ 16"1 PER PLAN L=4' OR AS SHOWN PER PLAN 8'_0" 9'_0" 10'-0" 11' 0" 12'1 14'1 16'1 18'1 2x 1/2" AB @ Ti 2X4 16" 16" 16" 12" - - - - 7/16" PLYWOOD / OSB EXTERIOR 8d @ 12" ---- -- 2x 1/2" AB @ 2'1 16d @ 8"1 PER PLAN L=AS SHOWN PER PLAN 2X6 24" 16" 18" 18" 12" 12" 8" 8" ---- ----- BEARING --- ---- N/A SEE PFH DETAIL DBL. STUD TYP. GB -1 1/2" GYPSUM BOARD 5d @ 7" 5d@7 2X4 24" 16" 16" 12" - - - - GB -2 INTERIOR 2X6 24" 24" 16" 16" 12" 12" 12" 12" NON- BEARING INTERIOR 2X4 5/8" GYPSUM BOARD I 6d @ 4" 24" 1 16" 1/2" AB @ 4'1 2X6 24" PER PLAN CAI CRIVR sMRMVC VVMLLJ JIIMLL OC LA4 V L4 Di V.IV.V 4. PROVIDE "SOLID STUDS," 2 MINIMUM GANGED STUDS IN WALLS, ALL 2-2X & LARGER POSTS, AND AT BEAM BEARINGS AS SHOWN, CONTINUOUS THROUGH SOLID BLOCKING IN FLOORS TO THE FOUNDATION. SQUASH BLOCKS ARE NOT SHOWN ON PLAN FOR CLARITY. 5. ALL OPENINGS IN EXTERIOR AND BEARING WALLS (DOORS, WINDOWS, ETC.) SHALL HAVE MINIMUM HEADERS OF (2)F2X&S, WITH 1-2X TRIMMER STUD & 1-2X KING STUD AT ALL OPENINGS UP TO 5'1 WIDE - TYPICAL ENO 6. ALL OPENINGS OVER 6'1 SHALL HAVE HEADER, KING STUDS AND TRIMMERS AS INDICATED ON PLAN. ALL OPENINGS IN NON BEARING WALLS (DOOR, WINDOWS, ETC.) SHALL HAVE 1-2X KING STUD EACH SIDE. 7. KING STUDS ARE NOTED AS"K"AND TRIMMER STUDS ARE NOTED AS'T". 8. ALL MULTIPLE BEAM HEADERS SHALL BE ATTACHED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. FOR SAWN LUMBER, USE (2) ROWS OF 16d NAILS @ 16" O.C.. USE NAILING BOTH SIDES FOR 3 OR 4 PLYS. 9. CRIPPLES AT NONBEARING WALL OPENINGS MAY BE REMOVED WHERE DISTANCE BETWEEN TOP OF OPENING AND TOP PLATE IS LESS THAN 24". 10. BUILDER MAY OPT FOR PANELIZED WALLS. SHOP DRAWINGS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. 11. INSTALL FLAT BLOCKS @ 24" O.C. TO SUPPORT WALL T -INTERSECTS ILO 2X6 STUDS @ NON BEARING WALLS. ROOF OVERFRAMING: 1. DENOTES OVERFRAME AREAS: 2. OVERFRAMING TO BE COMPLETED AS FOLLOWS: 2X6 @ 24" O.C. FOR SPANS Ti OR LESS, 2X8 @ 24" O.C. FOR SPANS BETWEEN Ti AND 10'-8". TRUSS MANUFACTURER SHALL PROVIDE OVERFRAME TRUSS FOR SPANS OVER 10'-9" 3. OVERFRAMING MEMBERS TO BEAR DIRECTLY OVER THE TRUSSES OR SOLID BLOCKING BETWEEN TRUSSES. 4. USE ONE SIZE LARGER RIDGE RAFTER THAN THE LARGEST COMMON RAFTER. 5. PLACE (2)-1X4 VALLEY PLATES SIDE BY SIDE FOR OVERFRAMING MEMBERS TO BEAR ON. 6. ATTACH 2X4 VERTICAL MEMBERS BETWEEN OVERFRAMING MEMBERS AND ROOF TRUSSES AT 4'1 O.C. W/ (3)-10d NAILS EA. SIDE. SHEATHING 1. WALL SHEATHING SHALL BE 7/16" O.S.B. APA RATED PER TYPICAL WALL SECTION WITH A MINIMUM NAILING OF 6" AT EDGES AND 12" IN FIELD. RE: SHEAR WALL PANEL SCHEDULE FOR REQUIRED NAILING AT SHEAR WALLS 2. FLOOR SHEATHING SHALL BE 23/32" T&G, APA RATED STURD-I-FLOOR, 24" O.C., EXPOSURE I, T&G. GLUE AND NAIL WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 3. ROOF SHEATHING SHALL BE 7/16" APA RATED SHEATHING 24/16 RATED, EXPOSURE I. NAIL WITH 8d COMMON NAILS ACCORDING TO DETAIL BELOW AND PROVIDE PSCL SHEATHING CLIPS AT 2'1 O.C. BETWEEN SUPPORTS. FASTENING SCHEDULE (INCHESON CENTER) ROOF FASTENING ZONE 1 2 3 PANEL LOCATION NAILS 6 6 4 PANEL EDGES 8d ,2 6 6 PANEL FIELD 8d 0 i OJ 0 I 0,��i :T. (INCLUDING FT. OVERHANG J SHEAR WALL LEGEND - na lr! SW D1. EDGE NAILING FIELD NAILING EDGE STAPLE/ SCREW FIELD STAPLE/ SCREW EDGE STUD AND BILKS. SILL BOLTING @ FND SILL NAILING UPPER STORIES HOLD DOWN NOTES i WSP 0 i OJ 0 I 0,��i :T. (INCLUDING FT. OVERHANG J SHEAR WALL LEGEND SHEAR WALL PANEL SCHEDULE SHEAR WALL HOLD SW SHEATHING EDGE NAILING FIELD NAILING EDGE STAPLE/ SCREW FIELD STAPLE/ SCREW EDGE STUD AND BILKS. SILL BOLTING @ FND SILL NAILING UPPER STORIES HOLD DOWN NOTES DOWN WSP 7/16" PLYWOOD / OSB 8d @ 6" 8d @ 12" 16g @ 4", 2" LONG 16g @ 12", 2" LONG 2x 12" AB @ 4'1 16d @ 16"1 PER PLAN L=4' OR AS SHOWN PER PLAN HDX HDX ABW-1 7/16" PLYWOOD / OSB 8d @ 4" 8d @ 12" 15g @ 3", 2" LONG 15g @ 12", 2" LONG 2x 1/2" AB @ Ti 16d @ 12"1 PER PLAN L=AS SHOWN PER PLAN ABW-2 7/16" PLYWOOD / OSB 8d @ 3" 8d @ 12" ---- -- 2x 1/2" AB @ 2'1 16d @ 8"1 PER PLAN L=AS SHOWN PER PLAN WSP PFH 7/16" PLYWOOD /OSB ---- ---- ---- ----- ----- --- ---- N/A SEE PFH DETAIL DBL. STUD TYP. GB -1 1/2" GYPSUM BOARD 5d @ 7" 5d@7 No. 6 S OR W @ 4" No. 6 S OR W @ 12' 2x 1/2" AB @ 4'1 16d @ 16"1 PER PLAN L= AS SHOWN PER PLAN @ HOLD DOWN GB -2 1/2" GYPSUM BOARD 5d @ 4" 5d @ 7" No. 6 S OR W @ 4" No. 6 S OR W @ 12' 2x 1/2" AB @ 4'-0" 16d @ 16"1 PER PLAN L= AS SHOWN PER PLAN STUD WALL I GB -3 5/8" GYPSUM BOARD I 6d @ 4" 6d @ 7" 1 2x 1/2" AB @ 4'1 16d @ 12"1 PER PLAN I L= AS SHOWN PER PLAN 1. NAILS FOR GYP BOARD (GB) ATTACHMENT SHALL BE DRITITE OR 'COOLER -TYPE NAILS, AND SHALL CONFORM TO REQUIREMENTS OF IRC. 2. NAILS FOR WOOD STRUCTURAL PANEL (WSP) SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS 3. INTERIOR GYP BOARD (GB) SHEATHING SHALL OCCUR ON EACH SIDE OF WALL. (NOTE: INTERIOR SIDE OF GB -3 MAY BE%" GYPBOARD NAILED WITH 5d NAILS SPACED AT 4"1 AT PANEL EDGES) 4. EXTERIOR WALLS (WSP) SHALL BE SHEATHED ON THE INTERIOR FACE WITH Y7" GYP BOARD (MINIMUM). 5. PLYWOOD/OSB SHEATHING SHALL BE STRUCTURAL 1 GRADE WITH EXTERIOR GLUE. 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLD DOWNS OCCUR. 7. GYPBOARD AND PLYWOOD/OSB TO CONFORM TO IBC 8. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH, MEASURED OUTSIDE THE LEGS, AND SHALL BE INSTALLED WITH THEIR CROWNS PARALLEL TO THE LONG DIMENSION OF THE FRAMING MEMBERS. 9. THE PRESCRIPTIVE METHOD DESCRIBED IN SECTION R602.10 WAS FOLLOWED WHEN APPLICABLE. WHEN THE RESIDENTIAL FRAMING DOES NOT ALLOW THE PRESCRIPTIVE METHOD TO BE FOLLOWED, SECTION R301.1 WAS FOLLOWED. 10. REFER TO ARCH PLANS FOR FIRE RATING REQUIREMENTS IN ADDITION TO SHEATHING NOTED PER STRUCTURAL PLANS. REVISIONS LOG DELTA# I COMMENTS Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio. com www. evstud io. com 0 U 0 VJ 5W 0 2 0 Z < W C) Z 0 rts 0 co J 0 CD � VJ 0 U ^D W 19356 COPYRIGHT 2021 This document s an instrument of serace, and as such remai ofthi ns the property of the Architect Permission for use of this m reemens Imbed and can be extended only by written agreementwlm Evswelo, LLc. REVISION PERMIT SET DATE: 04/13/2021 DRAWN BY: BMM CHECKED BY: RRM GENERALNOTES SG0.0 HOLD-DOWN SCHEDULE "HDx" HOLD DOWN ANCHOR BOLT EMBED DEPTH HD1 SIMPSON CS16 w/(22) 10d + 13" END LENGTH N.A. HD2 SIMPSON STHD10RJ or HDU4 712" HD3 SIMPSON HDU8-SDS2.5 or STHD14 or USPDHD8 1012" HD4 SIMPSON CS14 w/(30) 10d + 16" END LENGTH N.A. HD5 SIMPSON CMST12 w/(84) 16d+38" END LENGTH N.A. HD6 SIMPSON HD19 12" HD7 PIMPSON CMSTCI6 w/(58) 10d +25" END LENGTH N.A. REVISIONS LOG DELTA# I COMMENTS Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio. com www. evstud io. com 0 U 0 VJ 5W 0 2 0 Z < W C) Z 0 rts 0 co J 0 CD � VJ 0 U ^D W 19356 COPYRIGHT 2021 This document s an instrument of serace, and as such remai ofthi ns the property of the Architect Permission for use of this m reemens Imbed and can be extended only by written agreementwlm Evswelo, LLc. REVISION PERMIT SET DATE: 04/13/2021 DRAWN BY: BMM CHECKED BY: RRM GENERALNOTES SG0.0 • 2X6 WALL (1) #5 CONT. TOP BAR LL DOWEL TO MATCH VERTICAL SLABAT�� I ' REINFORCEMENT GARAGE 2 9" i iI II I RE TYPICAL CRAWLSPACE WALL 9" WIDE 4 II N FOUNDATION .� II II SECTION FOR ADDITIONAL WALL II �� INFORMATION. CURB AT GARAGE SCALE3/4"-1'-0" PROVIDE 1"DEEP WOOD COLUMN w/ STANDARD CONTROL JOINTS ADDY OR AB66 BASE OR P T. 2x4 AROUND COLUMNS PLATE ATTACHED w/ (2) 1/2" DIA. WEDGE ANCHORS EA. PLATE 4" CONCRETE y SECTION. BEAR ON TOP OF SLAB SLAB ON GRADE SCORE _ _ SLAB w/1 DEEP CONTROL A,II II JOINTS 200 S F. MAX (TYR) HOLDTOPOFWALL DOWN AND POUR SLAB OVER WALL RE'. FOUNDATION WALL �I REINFORCING SCHEDULE FILL PER -8 UNO GREPORT REPORT o EOTECH F 0 RE'. FOUNDATION WALL W REINFORCING SCHEDULE $NO RE'. FOUNDATION WALL a REINFORCING SCHEDULE cc #4 x @ SAME SPACING AS 8" WALL STEEL ,PATIO PERIMETER SECTION la SCALE. 3/4"=1'-0.. 1"MIN, 1jj'MIN , VRFY I VRFY CENTERLINE OF WALL 2x STUDS, RE'. FRAMING FLOOR SHEATHING, RE'. FRAMING U SIMPSONHANGER RE HANGER SCHEDULE ml S U 2x CONT TREATED PLATE w/ 112 DIAx x 10" LONG A B. W/2 HOOK (8" EMBED) @4'-0" O.C. &WITHIN 1'-0" OF EACH END OF EACH ML >; PI ECE OF SILL PLATE�(1) #5 CONT. TOP BAR '2 4" 1/2"EXP .JOINT MATERIAL GI 4"CONCRETE SLAGRADE, SCORE SLABBw/w/ 1 "DEEP CONTROL II N JOINTS @ 200 S . MAX QYPJ II RE'. FOUNDATION WALL REINFORCING SCHEDULE 0 NII #41@18 _7-g---- OMIT AT VOID 1. ♦ ' ��. 1 4" VOID SPACE PER PLAN RE ARCH 2X6 WALL UY OF WALL(1) CENTERLINE OF WALL BEAM POCKET, SIZE PER PLAN. GROUT. #5 CONT. il RE'. PLAN z design@evstudio.com o TOP BAR � REINFORCING I 11 ' ' SCHEDULE TOP BAR, TURN RSCHEDU It Nil d STOPRCING SCHEDULETOPBAR, 2x CONT. PLATES 1/2" DIA x l DOWEL TO MATCH AD W/8 EMBEDMENT # 5 BAR 24EDGE OF. VERTICAL LENGTH II 2 REINFORCEMENT U SILL PLATE. VI RE'. FRAMING hTOP OF LEDGE \ II ii II II MA MATERIAL I REINFORCING SCHEDULE N � RE PLAN IL I� JI ill I II 11 II SLAB ON GRADE, SCORE o in SLAB w/1"DEEP SIMPSON HANGER I� II CONTROL JOINTS @200 III �JI ' S . MAX (TYP) a SCHEDULE CONTROL JOINTS9200 RE FOUNDATION WALL E S.F. MAX(rYR) REINFORCING SCHEDULE y1 d 0 10" N BLOCKING @24"OC. II II . #4 @18"0a 'A all II I 9" WIDE — II II RE'. TYPICAL ORAWLSPACE WALL 1j a FOUNDATION — ♦ )i 11 II. SECTION FOR ADDITIONAL #5 CONT. BOTTOM BARS WALL \ u �� INFORMATION. REVERSE LEDGE a.. J m U-- SCALE 3/4"1=0" RE PLAN SCHEDULESOLID RE'. REINFORCINGq.AMIN CENTERLINE OF WALL BEAM POCKET, SIZE PER PLAN. GROUT. 6 SCALE a4"=1'-0" CONTINUOUSTOPBAR, BEYONDRE design@evstudio.com o FLOOR SHEATHING, E?' REINFORCING SMPSON HANGER ' ' SCHEDULE TOP BAR, TURN RSCHEDU --90°@EDGEOFOPENING d STOPRCING SCHEDULETOPBAR, 2x CONT. PLATES 1/2" DIA x 1'-0" OF EACH END OF EACH TURN 90° @(1) AD W/8 EMBEDMENT # 5 BAR 24EDGE OF. 4'-0"O C. &WITHIN 1'-0"OF LENGTH BEAM POCKET SCALE NTS CENTERLINE OF WALL 2x STUDS, RE'. FRAMING FLOOR SHEATHING, RE'. FRAMING ' RE'. PLAN ' DEMISING WALL @ STEP - CRAWL SPACE TO GARAGE SLAB CENTERLINE OF WALL 2xSTUDS ,RE FRAMING ml U U 1+ MIN 1+ MIN VRFY I VRFY U ` ■ EN EI 11 I \ REARCH ' RE PLAN ' DEMISING WALL SCALE NTS 1"MIN, 1'y"MIN , VRFY I VRFY m` 0 2x CONT TREATED PLATE w/ 1/2" DIA x 10" LONG A B. W/ 2" HOOK (8" EMBED) @4'-0" OC & WITHIN 1'-0" OF EACH END OF EACH PIECE OF SILL PLATE. (1) #5 CONT. TOP BAR -RE PLAN FOR JOIST SIZE, SPACING AND BLOCKING. - 10MIL. PLASTICBETWEEN JOIST AND FOUNDATION WALL - RE'. FOUNDATION WALL REINFORCING SCHEDULE #4 I @18"oc. OMIT AT VOID r Hoz' RE ARCH 4" VOID SPACE PER PLAN RE PLAN DEMISING WALL @ CRAWLSPACE STEP 7 SCALE 3/4"-1'0 1'y"MIN , 14 MIN VRFY I VRFY CENTERLINE OF WALL 303.670.7242 6 SCALE a4"=1'-0" 2x STUDS, RE'. FRAMING design@evstudio.com o FLOOR SHEATHING, E?' v SMPSON HANGER ' ' W RE HANGER a d SCHEDULE 2x CONT. PLATES 1/2" DIA x 1'-0" OF EACH END OF EACH 1'-0" OF EACH END OF EACH AD W/8 EMBEDMENT m` 0 2x CONT TREATED PLATE w/ 1/2" DIA x 10" LONG A B. W/ 2" HOOK (8" EMBED) @4'-0" OC & WITHIN 1'-0" OF EACH END OF EACH PIECE OF SILL PLATE. (1) #5 CONT. TOP BAR -RE PLAN FOR JOIST SIZE, SPACING AND BLOCKING. - 10MIL. PLASTICBETWEEN JOIST AND FOUNDATION WALL - RE'. FOUNDATION WALL REINFORCING SCHEDULE #4 I @18"oc. OMIT AT VOID r Hoz' RE ARCH 4" VOID SPACE PER PLAN RE PLAN DEMISING WALL @ CRAWLSPACE STEP 7 SCALE 3/4"-1'0 1'y"MIN , 14 MIN VRFY I VRFY RE PLAN FOR JOIST SIZE, SPACING AND BLOCKING. 2x CONT TREATED PLATE w/ 1/2" DIA x 10" LONG A B. W/ 2" HOOK (8" EMBED) @4'-0" O C. & WITHIN 1'-0" OF EACH END OF EACH PIECE OF SILL PLATE. PROVIDE VAPOR BARRIER BETWEEN UNTREATED WOOD MEMBERS AND CONCRETE AS RED'D RE'. FOUNDATION WALL REINFORCING SCHEDULE #4 @18"oc. 8" OMIT AT VOID 4" VOID SPACE PER PLAN CRAWLSPACE EXTERIOR SHEATHING 2x CONT. PLATE w/16d @ 8" o, RE'. FRAMING 2x CONT. PLATE, FULL WIDTH OFWALLw/112 DIAx10 A . W/ 8" EMBEDMENT 4'-0" 0 & WITHIN 1'-0" OF EACH END OF EACH PIECE 2x STUDS RE FRAMING OF SILL PLATE. FLOOR SHEATHING RE'. FRAMING ._ SEE FRAMING PLAN FOR FLOOR JOIST SIZE AND SPACING OR II I BLOCKING @24"OC. 0 II SIMPSON HANGER, RE'. HANGER SCHEDULE co N PROVIDE VAPOR BARRIER r II BETWEEN UNTREATED WOOD MEMBERS AND CONCRETE AS RED'D i (2) #5 CONT. TOP U O I VERTICALBARSRE FOUNDATION oF < WALL REINFORCING SCHEDULE 0 _ III #4x� @18"oc. g^ ! OMIT AT VOID (2) i15 CONT. BOT 0 U m 8" 4" VOID SPACE PER PLAN RE PLAN �CRAWLSPACE TO GARAGE FND SCALE NTS 1"EXP .JOINT MATERIA (3)14X2'-6" CENTERED OVER HAUNCH 4" GONG STOOP OR PATIO RE'. ARCH IT BACKFILL SOIL AND COMPACT PER GEOTECHNICAL REPORT PLACE HAUNCH 5'-0" o, MAX VARI FS RF ARCH'I ,LL AND FLOOR AMING NOT SHOWN E PLAN MINIMUM OF (2) #4 TOP BARS ABOVE HAUNCH BOLT 3'k3' x1/4" STEEL WASHER AND 112 STANDARD STEEL NUT DRILL 5/8 DIAMETER HOLE OR CAST 1/2" STANDARD STEEL NUT JOS SYSTEMS PLASTIC HAUNCH AS SUPPLIED BY BARTON SUPPLY HAUNCH CENTERLINE OF WALL 303.670.7242 6 SCALE a4"=1'-0" 2x STUDS, RE'. FRAMING design@evstudio.com VRFY VRFY FLOOR SHEATHING, EXTERIOR SHEATHING 2x CONT TREATED PLATE w/ 1/2" RE'. FRAMING RE'. FRAMING DIA x 10" LONGAB W/2 HOOK DIA x 10" LONG A B. W/ 2" HOOK 2x STUDS RE FRAMING 10 (8" EMBED) @4'-0" 0 & WITHIN (8" EMBED) @4'-0" O C. & WITHIN 2x CONT. PLATES 1/2" DIA x 1'-0" OF EACH END OF EACH 1'-0" OF EACH END OF EACH AD W/8 EMBEDMENT PIECE OF SILL PLATE LL 4'-0"O C. &WITHIN 1'-0"OF CENTERLINE OF WALL EACH END OF EACH PIECE OF U SILL PLATE. 2x STUDS, RE'. FRAMING RE'. FRAMING (2) #5 CONT. TOP BARS EXP. JOINT N II ,I II II MA MATERIAL I REINFORCING SCHEDULE N z �0 IL I� JI 4" CONCRETE II 11 II SLAB ON GRADE, SCORE o jl SLAB w/1"DEEP SIMPSON HANGER I� II CONTROL JOINTS @200 RE HANGER a, S . MAX (TYP) a SCHEDULE CONTROL JOINTS9200 RE FOUNDATION WALL E S.F. MAX(rYR) REINFORCING SCHEDULE y1 d 0 d o BLOCKING @24"OC. II II . #4 @18"0a 'A all w 0 SLAB OVER WALL OMIT ATVOID (� �I (2) i15 CONT. TOP BARS 1j a U — ♦ )i II e' (2) #5 CONT. BOTTOM BARS 4" VOID SPACE PER PLAN • 1012 BETWEEN UNTREATED RE ARCH' a.. a m U-- RE PLAN ' ' D GARAGE DEMISING WALL 3 SCALE ?/4"-1'0 II RE PLAN FOR JOIST SIZE, SPACING AND BLOCKING. 2x CONT TREATED PLATE w/ 1/2" DIA x 10" LONG A B. W/ 2" HOOK (8" EMBED) @4'-0" O C. & WITHIN 1'-0" OF EACH END OF EACH PIECE OF SILL PLATE. PROVIDE VAPOR BARRIER BETWEEN UNTREATED WOOD MEMBERS AND CONCRETE AS RED'D RE'. FOUNDATION WALL REINFORCING SCHEDULE #4 @18"oc. 8" OMIT AT VOID 4" VOID SPACE PER PLAN CRAWLSPACE EXTERIOR SHEATHING 2x CONT. PLATE w/16d @ 8" o, RE'. FRAMING 2x CONT. PLATE, FULL WIDTH OFWALLw/112 DIAx10 A . W/ 8" EMBEDMENT 4'-0" 0 & WITHIN 1'-0" OF EACH END OF EACH PIECE 2x STUDS RE FRAMING OF SILL PLATE. FLOOR SHEATHING RE'. FRAMING ._ SEE FRAMING PLAN FOR FLOOR JOIST SIZE AND SPACING OR II I BLOCKING @24"OC. 0 II SIMPSON HANGER, RE'. HANGER SCHEDULE co N PROVIDE VAPOR BARRIER r II BETWEEN UNTREATED WOOD MEMBERS AND CONCRETE AS RED'D i (2) #5 CONT. TOP U O I VERTICALBARSRE FOUNDATION oF < WALL REINFORCING SCHEDULE 0 _ III #4x� @18"oc. g^ ! OMIT AT VOID (2) i15 CONT. BOT 0 U m 8" 4" VOID SPACE PER PLAN RE PLAN �CRAWLSPACE TO GARAGE FND SCALE NTS 1"EXP .JOINT MATERIA (3)14X2'-6" CENTERED OVER HAUNCH 4" GONG STOOP OR PATIO RE'. ARCH IT BACKFILL SOIL AND COMPACT PER GEOTECHNICAL REPORT PLACE HAUNCH 5'-0" o, MAX VARI FS RF ARCH'I ,LL AND FLOOR AMING NOT SHOWN E PLAN MINIMUM OF (2) #4 TOP BARS ABOVE HAUNCH BOLT 3'k3' x1/4" STEEL WASHER AND 112 STANDARD STEEL NUT DRILL 5/8 DIAMETER HOLE OR CAST 1/2" STANDARD STEEL NUT JOS SYSTEMS PLASTIC HAUNCH AS SUPPLIED BY BARTON SUPPLY HAUNCH DETAIL 303.670.7242 6 SCALE a4"=1'-0" 2x CONT. PLATE w/16d @ 8" o, design@evstudio.com VRFY VRFY EXTERIOR SHEATHING 2x CONT TREATED PLATE w/ 1/2" RE'. FRAMING DIA x 10" LONG A B. W/ 2" HOOK 2x STUDS RE FRAMING 10 (8" EMBED) @4'-0" O C. & WITHIN 2x CONT. PLATES 1/2" DIA x 1'-0" OF EACH END OF EACH AD W/8 EMBEDMENT PIECE OF SILL PLATE. 4'-0"O C. &WITHIN 1'-0"OF CENTERLINE OF WALL EACH END OF EACH PIECE OF FLOOR SHEATHING, SILL PLATE. 2x STUDS, RE'. FRAMING RE'. FRAMING (2) #5 CONT. TOP BARS N II ,I RE'. FOUNDATION WALL LL I REINFORCING SCHEDULE N JI EXP. JOINT II 11 MATERIAL MA U yII 4"CONCRETE RE'. FRAMING SLAB ON GRADE, SCORE SLAB w/1"DEEP SEE FRAMING PLAN FOR FLOOR ! CONTROL JOINTS9200 o v S.F. MAX(rYR) y1 HOLD TOP OF WALL DOWN 8" d o BLOCKING @24"OC. TYP. OR RE PLAN AT oc d j GARAGE DOOR AND POUR w 0 SLAB OVER WALL z _ (� �I (2) i15 CONT. TOP BARS 1j a t0 #4 VERT. @24" oc. II e' (2) #5 CONT. BOTTOM BARS • II BETWEEN UNTREATED #4x m @24"oc. a.. a m U-- OMIT ATVOID 4" VOID SPACE PER PLAN 2 GARAGE FND. SECTION SCALE Wstudio Denver, CO Evergreen, CO m \ RE. PLAN FOR JOIST SIZE, 112 EXP. JOINT P II II SPACING AND BLOCKING. MATERIAL �Io. 10 MI L. PLASTIC BETWEEN I� "' JOIST AND FOUNDATION WALL I W j O 4"CONCRETE �j fVNbea SLAB ON GRADE, O SCORE SLAB d/ 1 A I RE'. FOUNDATION WALL DEEP CONTROL IN REINFORCING SCHEDULE JOINTS @200SF. III MAX (TYR O O S U - ♦ - OMIT AT VOID 102" I 4" VOID SPACE PER PLAN RE'. ARCH ' RE. PLAN ' 1 U) 1� DEMISING WALL NO STEP - GARAGE LO O SLAB TO CRAWL SPACE N cu SCALE 3/4"-1'-0" 0 W Lo L— C)— O- _O M rilli- O 0 L U 30"MIN Z CID _ '-JL RE. SCHEDULE < L I r2, #6 BARS i 1 W J 0) P 5 0 MINV I d CO LO N Ln Ill M J (2)#5x6'-0" -------- —--- QLO I vv o 0 \I S_0"MIN I A/ 0 CULO - -- 1------ Cn L I A (2))15x6'-0" \� 19356 L------------ ---- WALL STEP SECTION 5 SCALE NTS 303.670.7242 1* MIN 1+ MIN 2x CONT. PLATE w/16d @ 8" o, design@evstudio.com VRFY VRFY inspections@evstudio.com 2x CONT TREATED PLATE w/ 1/2" www.evstudio.com DIA x 10" LONG A B. W/ 2" HOOK 2x CONT. PLATE, FULL (8" EMBED) @4'-0" O C. & WITHIN 1'-0" OF EACH END OF EACH PIECE OF SILL PLATE. CENTERLINE OF WALL FLOOR SHEATHING, 4'-0" 0 & WITHIN 1'-0" OF 2x STUDS, RE'. FRAMING RE'. FRAMING SIMPSON HANGER 2x STUDS RE'. FRAMING RE HANGER N SCHEDULE FLOOR SHEATHING U m \ RE. PLAN FOR JOIST SIZE, 112 EXP. JOINT P II II SPACING AND BLOCKING. MATERIAL �Io. 10 MI L. PLASTIC BETWEEN I� "' JOIST AND FOUNDATION WALL I W j O 4"CONCRETE �j fVNbea SLAB ON GRADE, O SCORE SLAB d/ 1 A I RE'. FOUNDATION WALL DEEP CONTROL IN REINFORCING SCHEDULE JOINTS @200SF. III MAX (TYR O O S U - ♦ - OMIT AT VOID 102" I 4" VOID SPACE PER PLAN RE'. ARCH ' RE. PLAN ' 1 U) 1� DEMISING WALL NO STEP - GARAGE LO O SLAB TO CRAWL SPACE N cu SCALE 3/4"-1'-0" 0 W Lo L— C)— O- _O M rilli- O 0 L U 30"MIN Z CID _ '-JL RE. SCHEDULE < L I r2, #6 BARS i 1 W J 0) P 5 0 MINV I d CO LO N Ln Ill M J (2)#5x6'-0" -------- —--- QLO I vv o 0 \I S_0"MIN I A/ 0 CULO - -- 1------ Cn L I A (2))15x6'-0" \� 19356 L------------ ---- WALL STEP SECTION 5 SCALE NTS 8" _ I � 4" VOID SPACE PER PLAN ' RE PLAN ' CRAWLSPACE FND. SECTION 1 SCALE NTS COPYRIGHT 2021 This document is an Instrument of service, and as such rembinsthe property ofthe AmMRct Permission for use entire document Is Ilmlletl and can be extended only by sudden agreemen[wIN EVSWtlIo, LLC. REVISION PERMIT SET DATE: 04/13/2021 DRAWN BY: BMM CHECKED BY: RRM FOUNDATION DETAILS S000 2x CONT. PLATE w/16d @ 8" o, EXTERIOR SHEATHING RE'. FRAMING 2x CONT. PLATE, FULL WIDTH OF W ALL w/ 1/2" DI A x10 A . W/ 8" EMBEDMENT 4'-0" 0 & WITHIN 1'-0" OF EACH END OF EACH PIECE 2x STUDS RE'. FRAMING OF SILL PLATE. FLOOR SHEATHING RE'. FRAMING _ SEE FRAMING PLAN FOR FLOOR JOIST SIZE AND SPACING OR II I BLOCKING @24"OC. 0 II SIMPSON HANGER, RE'. HANGER i (� �I SCHEDULE t0 II e' PROVIDE VAPOR BARRIER z II BETWEEN UNTREATED WOOD MEMBERS AND oI CONCRETE AS RED'D II (2) #5 CONT. TOP U 0 1 I VERTICALBARSRE FOUNDATION 0 0 WALL REINFORCING SCHEDULE z 0 _ �� #oxmLaisox IS g^ W OMIT AT VOID #5 CONT. BOT U 4— L(2) H cc U 8" _ I � 4" VOID SPACE PER PLAN ' RE PLAN ' CRAWLSPACE FND. SECTION 1 SCALE NTS COPYRIGHT 2021 This document is an Instrument of service, and as such rembinsthe property ofthe AmMRct Permission for use entire document Is Ilmlletl and can be extended only by sudden agreemen[wIN EVSWtlIo, LLC. REVISION PERMIT SET DATE: 04/13/2021 DRAWN BY: BMM CHECKED BY: RRM FOUNDATION DETAILS S000 8" WIDE CONCRETE FOUNDATION WALL OVER 16" WIDEX 8" DEEP CONCRETE SPREAD FOOTI NG- TYP. @ GARAGE (SEE TYP. WALL SECTION FOR DRAINAGE &REINFORCING REQUIREMENTS) RE'. DETAIL 2/SO 0 I -I 8" WIDE CONCRETE FOUNDATION WALL OVER 16" WIDEX 8" DEEP CONCRETE SPREAD FOOTING - TYP. CRAWLSPRD(SEE TYP. REINFORCALL ION NG FOR DRAINAGE &REINFORCING REQUIREMENTS) RE DETAIL 1/SO 0 86'-102° 18_32" 171 25'_] ,,y " 3.. 6'-34 102 12,. 12. 12i 10+2" 6'-3j 3.. 4" CONCRETE DRIVE SLAB ON GRADE 4" CONCRETE DRIVE SLAB ON GRADE STEP TOW— SLOPE AWAY FROM BUILDING ELEVATION SLOPE AWAY FROM BUILDING ELEVATION — — — — — — — —17 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — „A,.1 • - v. ,cotee �•• ,. 4"CONCRETE DRIVE SLAB ON GRADE 4"CONCRETE DRIVE SLAB ON GRADE .. r•. r4�i�:.. :•. ,•.. SLOPE AWAY FROM BUILDING ELEVATION SLOPE AWAY FROM BUILDING ELEVATION '• 0.. -------- .. - ],0, Low RFo NDAT ...:.:t-: ••. - - •'.:"''..'.:...... T I— -- i ----- 2-] 6IONWALL 10 IT OOR 6 . �____ IGN WALL@O.H. GGR STEP BGW Low FouNDATO°voow@ 9r -1r volD 1z'-' ---1 �- —LowER ouNDnn NwALL@o. Do R•y BOW@ 93' 9" OWER OUNDATI NWA @O DOOR OW@ 11 955 I'.S: I :_.• 2-6°/OID 6'-02" Bow@0 1}" s-o°volD z'-' �,� Row@sss' 93'5" I : BOW @ 95'S" 3, 1 VOID 4'S" 1'- 9' S'-0"± 2 lol I / rl I I 7� }" I �•[ I I �y: I 10WIDE CONCRETE FOUNDATION • m I I - I WALLOVER19"WIDEX8"DEEP CONCRETE SPREAD FOOTING, U N 0.- ., I I I I I TYP@ PARTY WALL (SEE TYP. WALL 10}" lI ;.••r,�•.•',• I -° II•i ' IIIII SECTION FOR DRAINAGE & ROM •t•'+?`1:Lv', WIDE CONCRETE FOUNDATION 10}WIDE CONCRETE FOUNDATION REINFORCING REQUIREMENTS) 7g98 9 OW@ 1012" o BOW@ 935WALL OVER 19 WIDE X 8 DEEPWALL OVER 19 WIDEX8 DEEP CONCRETE EETINGU N OCONCRETE SPREAD FOOTING UNODETAIL 4/S00 BOW@ 95S PARTY WALEETYPWALL TYPPARTY ALL (SEE .WALL /GARAGEFLOOR 4'CONCRETE SECTION FOR DRAINAGE &ABSLOPE WN OSECTION FOR DRAINAGE DETAIL 4/SOODETA1OW@100 BACK TO FRONT REINFORCING REQUIREMENTS) REINFORCING RE GEFLOOR 4 CONCRETE 0 r . SLAB SLOPE DOWNTFow@9s BACK TOFRN T. I /GARAGE FLOOR 4oFE s�nBLPEPFcoMTE BABA TO FRONT DEEP CONCRETE SPREAD WIDE oOTING-T �`ENTY BOW@ 93-9Foo7@R0PACE EE TYR LL SECTION REINFO8 WIDE CONCRETE FOUNDATION WALL RCING WALL snoNwRDRAINAGE&ReNFORaNG REQUIREMENTS) RE DETAIL 10/50.0 REDUIREENs7REDETaLosoSODOW8 cRFOUNDATION WALL OVER 16 WIDEX8 DEEP CONCRETE SPREAD 16 WIDE X 1a'ozotl�4 -SLAB-SLOPEDOrvAMOw@05. 4,11 5 16 T 13 o .: -.: 1 I a: -- 6_2. 51.. 12,. `.•.. II .••� II 322 2 1 512' 6 2 6'VOI 1-34 g^WIDE CONCRETE FOUNDATION WALL OVER I6'WIDEX8"DEEP . _ STEP TOW L --re ••" `Y .. o @CRAWLSPACE(SEE TYP WALL :., W WIDEX 8 D ION n _ BE _ r--- I F04-2-9-39 99° EEC IONOFOORODRAINAGE& TYP i Bo @9s' -s CONCRETE Fo RE(SEE D AGOTI AP LYP I D CONCRETE FOUND SECTION OW@ 98-9 3 RETAIL 1 O/Sol GREDUIREMENTSJ RE 0 --- -- J STEPTow eow I oUIREM E . I REINFORCING 2 I __— DETaL10/srooRE ENs7R 4-o s -o' ovolD z' T/SAID I --_ I _ I �.r I L— ',•`•:....._� oWwo 40` 100 0 VOID s5 ss s z S OW@100'-0' 2 45 BOW@ ID I I I volD 4:-0° v- RE DETAIL _ ow@ 161,2" m STEPTOP WALL AS OW@59939 I 26BOW@ 99334 b •,�'. 4 WLSPACE 35 O e I Bow@95950 STEP TOP OF WRALL As m WLSPACEO @STEP BOW REG AT coNCRETE SLAB Bow@ s@3'�' 95 5 -, OW@ 593 oP GRH DAT Do � 5<0 + ow 9s� CRAWESPACE W@ �� 13 L I � w @ 1oo'S" ow@ ooLs'�6 sLo +Tl 20 x RED' oR r 9 PER R BGW@ s]-0 SLAB GNG - m -- ry FOUNDATION WALL OVER 16' E I SLOPE I/4 CONCRETE .- Bow@ say° PORCH STEP BOW I I - Ow@ I � � I I � STEP Bo RADE - m 93' 9" OW @95' 5 PORCH -4" BOW@ 95S SLOPE 1/4 RE DETAIL PER FOOT FOOT WAY 13/50.0 STEP - 8 WIDE CONCRETE I AWAY FROM BUILDING e FROM BUILDING WAND TOW RE AIL o .3 ... @ 99'_3" 1-p o GARAGE OW@ 100'0" HAUNCH :. 13/SO OTOW@ 10 1 DEEP CONCRETE w FOOTING -TYP@ I ":•:. 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WALL SECTION BOW@ 95'S" BOW@ 95'-5' OVER16"WIDEX8"DEEP CONCRETE SPREAD FOOTING- TYP. @ PORCH (SEE FOR DRAINAGE & REINFORCING 42 8„ 12'51" 32" 42" 8„ TYP.WALL RCING EQ FOR EMENT )RE REQUIREMENTS) ��R]yE DETAIL 12/SO 0 z ll�REINFORCING REQUIREMENTS) RE ��]y, 2' 8_ Z 6'-1" 13'-1" 5, DETAIL 12/SO0 13'-1" 8_ Z 16'- ' 16'-2" 24 G12 19'_2' 18_22" 24 &1 UNITTYPE3 L2] B2 5353 Pierson Court 86'-102" UNIT TYPE 1 L28 B2 5355 Pierson Court UNIT TYPE 1 L29 B2 5357 Pierson Court 4-PLEX CRAWLSPACE FOUNDATION PLAN SCALE: 1/4" = Vi UNIT TYPE 3 L30 B2 5359 Pierson Court 8" WIDE CONCRETE FOUNDATION WALL OVER 16" WIDE X8" DEEP CONCRETE SPREAD FOOTING-TYP. @GARAGE (SEE TYP. W ALL SECTION FOR DRAINAGE & REINFORCING REQUIREMENTS) RE'. DETAIL TSO 0 9" WIDE CONCRETE FOUNDATION WALL OVER 16" WIDE X8" DEEP CONCRETE SPREAD FOOTING-TYP. @ CRAWLSPACE(SEE TYP. WALL SECTION FOR DRAINAGE & REINFORCING REQUIREMENTS) RE'. DETAIL 13/SO 0 THE TOP OF FOUNDATION WALL WAS RAISED AT CERTAIN LOCATIONS DUE TO EXTERIOR GRADE AND/OR INTERIOR GARAGE SLAB ELEVATION. BUILDER TO CONTACT ENGINEER OF RECORD FOR ADDITIONAL INFORMATION ]10=100'-0" Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com 0 oEWhea U o �/� 0� e�e1diOg DN�s`c V! L a) C/�\) U / W 0 Cil 00 O m Lo L- _ _0 0 � 0 0 M LO (.3 M Q J U -)N J Li 0) cill Ll 70 W Ll M 0� 0 C: L Z 0M A) O � M � �CnL� 19356 COPYRIGHT 2021 This tlocumen is an Instrument of service, and as such remai ofthins the property of the AmM@e[ Permission for use ofthis agreemnt IsrthElimited and can be extended only by written agreemen[wltlt EVSWtlIo, LLC. REVISION PERMIT SET DATE: 04/13/2021 DRAWN BY: BMM CHECKED BY: RRM FOUNDATION PLAN S1.10 City of Wheat Ridge Single Family - New PERMIT - 202100770 PERMIT NO: 202100770 ISSUED: 06/02/2021 JOB ADDRESS: 5355 Pierson Ct EXPIRES: 06/02/2022 JOB DESCRIPTION: Station 53 -New single family townhome with attached garage Lot 29 Block 2 *** CONTACTS *** OWNER ( 3 0 3) 915-4340 WONDERLAND HOMES GC (303)567-7630 KOLBY O'HERRON 202128 WONDERLAND HOMES SUB (303)978-1051 TODD WOODFORD 070071 C&T PLUMBING LLC SUB (303)650-3393 LAWRENCE GILL 022483 GILL ELECTRIC SUB (303)289-3441 ROBERT D. GROSS, SR. 019659 R&R HEATING & COOLING, INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2320 / APPLERIDGE ESTATES, STANDLEY H BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 208,675.88 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 41382.19 Permit Fee 11835.10 Engin. Review Fee 0.00 ** TOTAL ** 61337.29 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WZ-18-13) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June, and a landscape escrow will be required. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Single Family - New PERMIT - 202100770 202100770 ISSUED: 06/02/2021 5355 Pierson Ct EXPIRES: 06/02/2022 Station 53 -New single family townhome with attached garage Lot 29 Block 2 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 06/02/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT Date: Tuesday, April 20, 20218:02:37 AM New Single -Family TOWNHOME UNIT THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Has the Master Plan Yes been approved for this project? Name of Project station 53 PROPERTY INFORMATION Property Address - 5355 Pierson Court Only enter one unit on this application Property Owner Name GH Colorado LLC Property Owner Phone 7205051880 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email zmetcalf@wonderlandhomes.com Address PLAN REVIEW CONTACT INFORMATION What is your role? Owner Business Name GH Colorado LLC Main Contact Name for tach Metcalf Plan Review Contact Phone Number 7205051880 (enter WITH dashes, eg 303-123-4567) Contact Email Address zmetcalf@wonderlandhomes.com for Questions/Comments Retype Contact Email zmetcalf@wonderlandhomes.com Address 01:K161CiI91 ffl0N]avOLelN:/ Detailed Scope of New single family townhome with attached garage Lot 28 Block 2 Work - Example: New single family townhome with 2 car garage - 1,525 sq ft total (Bldg 1, B -unit) Square Footage of New Construction 1491 Foundation Plans for L27-30 B7 5353, 5355.5357. 5359 Pierson Court Foundation Specific Building Plan STAMPED Ddf Elevations of Building 2021-0416 Buildina 7 Comoosite 5359-5353.odf Site Plan showing Unit STATION 53 (QUAIL RUN) -PP B2J 27-30 OVERALLDdf Highlighted Floor plan of Unit 2021-04-14J OTS 27-30J S PLAN Ddf Construction Plans Quail Run Block 2. Lots 27-30. Dd scanned on 11'x17" or larger Project Value (contract l.nm 9 spate 1460 136694 'U nw,ed Basement 6 $122.46 $178,791.60 $22.45 $0.00 value or cost of ALL Finished Basement 0 $32.50 $0.00 Garage 594 $48.30 $28,690.20 materials and labor) pdtc.dock, patio 88 $17.56 $1.194.08 $208,675.88 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for tach Metcalf Permit Email not displaying correctly? View it in your browser. City of COMMER CIA LIMUL TI- FA MIL Y �7�ThDEeatVELOPMENT dge BUILDING PERMIT APPLICATION REVIEW COMMUNITY Date: 4/28/2021 Location: 5355 Pierson Ct ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a Townhorne located at the above referenced address. Please note the comments checked below. 1. ✓ Site Survey: ✓ OK Not OK; refer to stipulations. 2. ✓ Drainage: a. Final Drainage Report and Plan required ✓ Yes No b. Drainage Letter and Plan required ✓ Yes No C. Site drainage/grading have been reviewed and are: ✓ OK Not OK; see stipulations 3. ✓ CDPS Permit & SWNIP Approved: ✓ Yes No _ N/A 4. ✓ Public Improvements to be comnleted: a. street paving/patching: ✓ Yes No b. curb & gutter/drivecut ✓ Yes No C. sidewalk: ✓ Yes No d. standard street lights: ✓ Yes _ No e. pedestrian lights: ✓ Yes _ No f. storm sewer: ✓ Yes No g. Letter of Credit (LOC) required: ✓ Yes No h. Funds in lieu of construction: TT Yes ✓ No If an LOC or funds in lieu of are required, has it been received? V/Yes No 5. ✓ SIA/PIA required and received 6. ✓ Traffic impact analysis required & approved: ✓ Yes No ✓ Yes No 7. ✓ If yes, was it approved by the Director of Public Works? ✓ Yes No 8. ✓ Does all existing roadway/alley R.O.W. meet the standards of the City: ✓ Yes No If not, what is required: N/A If R.O.W. is required, has the deed been received? ✓ Yes No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. L� 4/28/2021 Signature Date 10._a Stipulations: A Grading Certification accompanied by an ILC or updated CCP w/ spot elevations shall be required prior to issuance of the final C.O. for the building. 11. ✓ NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage/Grading Certification Letter with by As -Built plans or updated CCP shall be required prior to the issuance of the Certificate of Occupancy. Rev 04/2020 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 ENGINEERING DEVELOPMENT REVIEW FEES Date: 4/28/2021 Location of Construction: 5355 Pierson Ct Purpose of Construction: Single Family El Townhome Commercial El Multi -Family _a Sitework El Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Multii-Family Review Fees: (Fees include reviews of the l't and 2nd submittals) • Review of existing or minimal technical documents: ........................ $200.00 • Initial review' of technical civil engineering documents: ................ $600.00 • Traffic Impact Study Review Fee :.................................................... $600.00 • Trip Generation Study Review Fee :................................................... $200.00 • Stormwater Management Plan (SWMP) Review Fee :....................... $200.00 • O & M Schedule Review & SMA Recording Fee ............................. $100.00 • Construction Control Plan.................................................................. $100.00 $ 100.00 'Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/slormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3`d submittal ('h initial review fee): .................................................... $300.00 $ 4' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals:................................................................. $600.00 X = $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): $100.00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 04/20 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE: 4/28/2021 ADDRESS: 5355 Pierson Ct Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 720-429-6051 Sincerely, Signature CC: File w .ci.wheatridgexo.us Rev 0420 August 12, 2020 Wonderland Homes 8246 Northfield Boulevard Building J, Suite #2600 Denver. Colorado 80238 Subject: Soils and Foundation Summary Letter Quail Run Block 2, Lots 27-30 Wheat Ridge, Colorado Project No. DN49,619-120-R1 I N C O R P O R A T E D I HOME BUYER ADVISORY Expansive and compressible soils and expansive bedrock are present at this subdivision; which results in a geologic hazard. This letter describes the soil conditions on this lot more specifically. Prospective home buyers are strongly advised to read this letter and the referenced documents. If you do not understand the risk(s) associated with the hazard and the important role you must accept to manage and mitigate the risk(s), we recommend you contact a competent geotechnical (soils) engineer for advice. CTL I Thompson, Inc. performed a Soils and Foundation Investigation for 56 lots within Quail Run and presented results in a report dated July 30, 2020. This letter presents a summary of our findings and recommendations for the sub- ject lots. The report referenced above should be reviewed for foundation design. Colorado is a challenging location to practice geotechnical engineering. The climate is relatively dry and the near -surface soils are typically dry and com- paratively stiff. These soils and related sedimentary bedrock formations tend to react to changes in moisture conditions. Some of the soils and bedrock swell as they increase in moisture and are referred to as expansive soils. Other soils can compress significantly upon wetting and are identified as compressible soils. Most of the land available for development east of the Front Range is underlain by expansive clay or claystone bedrock near the surface. The soils that exhibit compressible behavior are more likely west of the Continental Divide; however, both types of soils occur throughout the state. Expansive and compressible soils and expansive bedrock as well as shal- low groundwater that may affect basement construction are present at this subdi- vision, which constitutes a geologic hazard. There is risk that foundations and slab -on -grade floors will experience heave or settlement, and damage. Covering the ground with houses, streets, driveways, patios, etc., coupled with lawn irriga- tion and changing drainage patterns, leads to an increase in subsurface moisture conditions. Thus, some soil movement due to heave or settlement is inevitable. Wonderland Homes elected to perform sub -excavation of the soils to reduce po- tential movements. Our records indicate sub -excavation was effective. A more detailed discussion of the sub -excavation process is presented in Exhibit C. Sub - excavation will not eliminate potential movements, it is intended to reduce total and differential movement. It is likely some cosmetic distress will occur (dry wall cracks, slab heave and cracks, etc.). Fill can also soften and compress upon wet- ting. It is critical that all recommendations in this report are followed to increase the chances that the foundations and slabs -on -grade will perform satisfactorily. 1971 West 121h Avenue I Denver, Colorado 80204 1 Telephone: 303-825-0777 Fax: 303-8254252 After construction, homeowners must assume responsibility for maintaining the structures and use appropriate practices regarding drainage and landscaping. In summary, the strata encountered in the boring on these lots consisted of 17 feet of fill underlain by claystone bedrock to the maximum depth explored of 30 feet. No groundwater was encountered during this investigation. The clayey soils and bedrock are expansive. Use of footings with minimum deadload is rec- ommended. Astructurally supported basement floor is recommended. Further details are described in following paragraphs. Based on our investigation, predominantly low to moderate swelling mate- rials are present at depths likely to influence shallow foundation and slab perfor- mance, and we believe there is low to moderate risk of ground movement suffi- cient to damage slabs -on -grade and foundations. The risk of foundation and slab movements can be mitigated, but not eliminated, by careful design, construction, and maintenance procedures. We believe the recommendations in this report will help control risk of foundation and slab damage; they will not eliminate that risk. The builder and homebuyers should understand that slabs -on -grade and, in some instances, foundations may be affected by the subsoils. Homeowner maintenance will be required to control risk. We recommend the builder provide a booklet to homebuyers that describes swelling soils and includes recommenda- tionsfor care and maintenance of homes constructed on expansive soils. Colo- rado Geological Survey Special Publication 431 was designed to provide this in- formation. Laboratory tests were performed on samples from these lots and nearby lots. Samples from these lots compressed 0.1 to 0.3 percent, did not swell, and swelled 0.3 to 3.3 percent when wetted. Based upon results of laboratory tests and other factors, we judge basement slab performance risk for these lots to be low. Exhibit A provides a discussion of slab performance risk evaluation, as well as slab installation and maintenance recommendations. We performed calcula- tions of total potential ground heave and basement heave as part of our study. The calculations indicate the ground surface on low risk lots included in this in- vestigation could heave less than 0.5 -inch to 3.2 inches and the basement floor slabs could heave less than 0.5 -inch to 2.0 inches. The calculated potential heave for this lot is 0.6 to 2.4 inches at the ground surface. It is not certain this movement will occur. If home buyers cannot tolerate movement of a slab -on - grade basement floor, they should select a lot where a structurally supported floor will be constructed or request that a structurally supported floor be installed. �"A Guide to Swelling Soils for Colorado Homebuyers and Homeowners; Second Edition Revised and Updated by David C. Noe, Colorado Geological Survey, Department of Natural Resources, Denver Colorado, 200]. oUAIL RUN BLOCK 2, LO75 2]-30 Considering the subsurface conditions at these lots, we recommend construction of the proposed residence on a footing foundation with minimum deadload. Footings should be designed for a maximum allowable soil pressure of 3,000 psf with a minimum deadload pressure of 1,000 psf. Footings should be at least 16 inches in width. Column pads should be at least 18 inches square. There should be a 4 -inch continuous void between the footings to concentrate the deadload, if interrupted footings are necessary. Exterior footings should be protected from frost action with at least 3 feet of cover. It is sometimes necessary to alter the foundation design based on conditions exposed during construction. The buyer can discuss the changes, if any, with the builder. Basement and/or foundation walls and grade beams that extend below grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Our experience suggests basement walls can deflector rotate slightly under normal design loads and that this deflection typically does not affect the structural integrity of the walls. We rec- ommend design of the basement walls on these lots using an equivalent fluid density of at least 60 pounds per cubic foot. This value assumes slight deflection of the wall can occur, generally less than 0.5 to 1 percent of the wall height. Some minor cracking of the walls may occur. A subsurface drain is recommended around the entire perimeter of the lowest excavation area for this residence. The drain should lead to a positive gravity outlet or to a sump where water can be removed with a pump. The provi- sion of the drain will not eliminate slab movement or prevent moist conditions in crawl spaces. The pump must be maintained by the home owner. Proper design, construction and maintenance of surface drainage are criti- cal to the satisfactory performance of foundations, slabs -on -grade, and other im- provements. Landscaping and irrigation practices will also affect performance. Exhibit B contains our recommendations for surface drainage, irrigation, and maintenance. The concept of risk is an important aspect with any geotechnical evalua- tion, primarily because the methods used to develop geotechnical recommenda- tions do not comprise an exact science. We never have complete knowledge of subsurface conditions. Our analysis must be tempered with engineering judg- mentand experience. Therefore, the recommendations presented in any ge- otechnical evaluation should not be considered risk-free. We cannot provide a guarantee that the interaction between the soils and a proposed structure will be as desired or intended. Our recommendations represent our judgment of those measures that are necessary to increase the chances that the structure will per- form satisfactorily. It is critical that all recommendations in the referenced report are followed. Home owners must assume responsibility for maintaining the struc- ture and use appropriate practices regarding drainage and landscaping. ouni�RUN BLOCK 2, LO75 2]-30 As this letter is meant only as a summary of our findings and recommen- dationsfor the subject lots, we recommend home buyers review the Soils and Foundation Investigation from which this summary is taken. CTL THOMPSON, INC. Alan J. Liso�ry Au€ 122020 ouni�RUN BLOCK 2, LO75 2]-30 EXHIBIT A SLAB PERFORMANCE RISK EVALUATION, INSTALLATION AND MAINTENANCE As part of our evaluation of the subsoils and bedrock, samples were tested in the labora- tory using a swell test. In the test procedure, a relatively undisturbed sample obtained during drilling is first loaded and then flooded with water and allowed to swell. The pressure applied prior to wetting can approximate the weight of soil above the sample depth or be some standard load. The measured percent swell is not the sole criteria in assessing potential movement of slabs -on -grade and the risk of poor slab performance. The results of a swell test on an individ- ual lot are tempered with data from surrounding lots, depth of tests, depth of excavation, soil profle, and other tests. This judgment has been described by the Colorado Association of Ge- otechnical Engineers (CAGE, 1996) as it relates to basement slab -on -grade floors. It can also be used to help judge performance risk for other slabs -on -grade such as garage floors, drive- ways, and sidewalks. CTL Thompson also performs potential heave calculations to aid in our judgment. The risk evaluation is considered when we evaluate appropriate foundation systems for a given site. In general, more conservative foundation designs are used for higher risk sites to control the likelihood of excessive foundation movement. As a result of the Slab Performance Risk Evaluation, sites are categorized as low, mod- erate, high, or very high risk. This is a judgment of the swelling characteristics of the soils and bedrock likely to influence slab pertormance. REPRESENTATIVE MEASURED SWELL AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Pertormance Risk Category Representative Percent Swell' (500 psf Surcharge) Representative Percent Swell' (1000 psf Surcharge) Low Oto <3 OtoQ Moderate 3 to <5 2 to <4 High Sto <8 4to <6 Very High > 8 > 6 *Note: The representative percent swell values presented are not necessarily measured values; rather, they are a judgment ofthe swelling characteristics of the soil and bedrock likely to inFluence slab performance. The rating of slab performance risk on a site as low or high is not absolute. Rather, this rating represents a judgment. Movement of slabs may occur with time in low, moderate, high, and very high risk areas as the expansive soils respond to increases in moisture content. Over- all, the severity and frequency of slab damage usually is greater in high and very high rated ar- eas. Heave of slabs -on -grade of 3 to 5 inches is not uncommon in areas rated as high or very high risk. On low and moderate risk sites, slab heave of 1 to 2 inches is considered normal and we believe in the majority of instances, movements of this magnitude constitute reasonable slab pertormance; more heave can occur. Slabs can be affected on all sites. On lots rated as high or very high risk, there is more likelihood of need to repair, maintain or replace main level and gar- agefloors and exterior flatwork. The home buyer should be advised slabs -on -grade may move and crack due to heave or settlement and that there may be maintenance costs associated during and after the builder oun�� RUN Exhibit A-1 BLOCK 2, LOTS 2]-30 warranty period. Heave or settlement may require maintenance of finish details to control dam- age. Our experience suggests that soil moisture increases below residence sites due to cover- ing the ground with the house and exterior flatwork, coupled with the introduction of landscape irrigation. In most cases, slab movements (if any) resulting from this change occur within three to fve years. For portions of the houses where conventional slabs -on -grade are used, we recommend the following precautions. These measures will not keep slabs -on -grade from heaving; they tend to mitigate damages due to slab heave. Slab -on -grade floor construction should be limited to areas where slab movement and cracking are acceptable to the builder and home buyer. The International Residential Code (IRC R506) states that a flinch base course layer consisting of clean graded sand, gravel, crushed stone or crushed blast fur- nace slag shall be placed beneath below slab -on -grade floors (unless the under- lying soils are free -draining), along with a vapor retarder. Installation of the base course and vapor retarder is not common in this area. Historically, there has been some concern that installation of clean base course could allow wetting of expansive soils to spread from an isolated source. IRC states that the vapor retarder can be omitted where approved by the building official. The merits of installation of a vapor retarder below floor slabs depend on the sensitivity of floor coverings and building use to moisture. A properly installed vapor retarder is more benef tial below concrete slab -on -grade floors where floor coverings, painted floor surtaces, or products stored on the floor will be sensitive to moisture. The vapor retarder is most effective when concrete is placed directly on top of it, rather than placing a sand or gravel leveling course between the va- por retarder and the floor slab. Placement of concrete on the vapor retarder may increase the risk of shrinkage cracking and curling. Use of concrete with reduced shrinkage characteristics including minimized water content, maximized coarse aggregate content, and reasonably low slump will reduce the risk of shrinkage cracking and curling. Considerations and recommendations for the installation of vapor retarders below concrete slabs are outlined in Section 5.2.3.2 of the 2015 American Concrete Institute (ACI) Committee 302, "Guide for Concrete Floor and Slab Construction (ACI 302.1 R-15)". Conventional slabs should be separated from exterior walls and interior bearing members with a slip joint that allows free vertical movement of the slabs. These joints must be maintained by the home buyer to avoid transfer of movement. Underslab plumbing (if any) should be thoroughly pressure tested during con- struction for leaks and be provided with flexible couplings. Gas and waterlines leading to slab -supported appliances should be constructed with flexibility. The homebuyer must maintain these connections. Use of slab bearing partitions (if any) should be minimized. Where such partitions are necessary, a slip joint (or float) allowing at least 3 inches of free vertical slab movement should be used. Doorways should also be designed to allow vertical movement of slabs. To limit damage in the event of movement, sheetrock should oun�� RUN Exhibit A-2 BLOCK 2, LOTS 2]-30 not extend to the floor. The home buyer should monitor partition voids and other connections and re-establish the voids before they close to less than %-inch. Plumbing and utilities that pass through slabs (if any) should be isolated from the slabs. Heating and air conditioning systems constructed on slabs should be pro- vided with flexible connections capable of at least 3 inches of vertical movement so slab movement is not transmitted to the ductwork. These connections must be maintained by the home buyer. Roofs that overhang a patio or porch should be constructed on the same founda- tion as the residence. Isolated piers or pads may be installed beneath a roof overhang provided the slab is independent of the foundation elements. Patio or porch roof columns may be positioned on the slab, directly above the foundation system, provided the slab is structural and supported by the foundation system. Structural porch or patio slabs should be constructed to reduce the likelihood that settlement or heave will affect the slab by placing loose backfill under the struc- turally supported slab or constructing the slab over void -forming materials. Patio and porch slabs without roofs and other exterior flatwork should be isolated from the foundation. Movements of slabs should not be transmitted to the foun- dation. Decks are more flexible and more easily adjusted in the event of move- ment. Frequent control joints should be provided in conventional slabs -on -grade to re- duce problems associated with shrinkage cracking and curling. Panels that are approximately square generally perform better than rectangular areas. We sug- gest an additional joint about 3 feet away from and parallel to foundation walls. oun�� RUN Exhibit A-3 BLOCK 2, LOTS 2]-30 EXHIBIT B SURFACE DRAINAGE, IRRIGATION AND MAINTENANCE Performance of foundations and concrete flatwork is influenced by the moisture condi- tions existing within the foundation soils. Surface drainage should be designed to provide rapid runoff of surtace water away from proposed residences. Proper surtace drainage and irrigation practices can help control the amount of surface water that penetrates to foundation levels and contributes to settlement or heave of soils and bedrock that support foundations and slabs -on - grade. Positive drainage away from the foundation and avoidance of irrigation near the founda- tion also help to avoid excessive wetting of backfill soils, which can lead to increased backfll settlement and possibly to higher lateral earth pressures, due to increased weight and reduced strength of the backfll. CTL � Thompson, Inc. recommends the following precautions. The home buyer should maintain surtace drainaoe and, if an irrioation system is installed, it should sub- stantially conform to these recommendations. Wetting or drying of the open foundation, utility and earthwork excavations should be avoided. The ground surface surrounding the exterior of each residence should be sloped to drain away from the building in all directions. For non -basement residences, we recommend a minimum constructed slope of at least 6 inches in the frst 10 feet (5 percent) in landscaped areas around each residence, where practical. For residences with basements, we recommend a minimum constructed slope of at least 12 inches in the frst 10 feet (10 percent) in landscaped areas around each residence, where practical. Between houses that are separated by a distance of less than 10 feet, the con- structed slope should generally be at least 5 percent to the swale used to convey water out of this area. Swales used to convey water across yards and between houses should be sloped so that water moves quickly and does not pond for extended periods of time. We suggest minimum slopes of about 2 to 2.5 percent in grassed areas and about 2 percent where landscaping rock or other materials are present. If slopes less than about 2 percent are necessary, concrete -lined channels or plastic pipe should be used. Backfill around the foundation walls should be moistened and compacted. Roof downspouts and drains should discharge well beyond the limits of all back- fill. Splash blocks and/or extensions should be provided at all downspouts so wa- ter discharges onto the ground beyond the backfll. We generally recommend against burial of downspout discharge. Where it is necessary to bury downspout discharge, solid, rigid pipe should be used and it should slope to an open gravity outlet. Downspout extensions, splash blocks and buried outlets must be main- tained by the home owner. oun��RUN Exhibit B-1 BLOCK 2, LOTS 2]-30 ments. Landscaping should be carefully designed and maintained to minimize irrigation. Plants placed close to foundation walls should be limited to those with low moisture requirements. Irrigated grass should not be located within 5 feet of the foundation. Sprinklers should not discharge within 5 feet of foundations. Plas- tic sheeting should not be placed beneath landscaped areas adjacent to founda- tion walls or grade beams. Geotextile fabric will inhibit weed growth yet still allow natural evaporation to occur. The design and construction criteria for foundations and floor system alternatives were compiled with the expectation that all other recommendations presented in this report related to surface and subsurtace drainage, landscaping irrigation, backf 11 compaction, etc. will be incorporated into the project. It is critical that all recommendations in this report are followed. oun��RUN Exhibit B-2 BLOCK 2, LOTS 2]-30 EXHIBIT C MITIGATION OF EXPANSIVE SOILS AND BEDROCK THROUGH SUB -EXCAVATION EDGEWATER CROSSING TOWNHOMES EDGEWATER, COLORADO Much of the soils and un- derlying bedrock found beneath the Front Range area of Colorado are ex- pansive; they swell when wetted. Deep sub -exca- vation of these clayey soils and bedrock is seen as an appropriate mitiga- tion method in areas where expansive materi- als are present. Excava- tion destroys the frac- tures and non-uniform structure of the near -sur- face soils and bedrock. The excavation typically extends about 10 feet below anticipated foun- dation levels, although deeper or shallower sub - excavations are some- times used. At this subdi- vision, the excavation was planned to bottom 8 to 15 feet below pro- posed construction grades (Fig The excavated soils and bedrock are compacted in thin, nearly horizontal lay- ers (Fig. 2). Water is mixed with the materials as they are placed to "pre - swell" the expansive soils and reduce potential future swell. On projects where deep sub -excavation has been employed, testing of the soils, bedrock, and backfill has demonstrated that significant reduction in swelling characteristics can be achieved. Figure 1 1). Figure 2 QUAIL RUN Exhibit C-1 BLOCK 2, LOTS 27-30 The sub -excavation ap- proach mitigates the influ- ence of expansive materi- als on man-made im- provements and struc- tures in several ways. The weight of the fill helps to resist potential heave of the underlying natural materials. The fill acts like a cushion to spread movement over a larger area, reducing damaging movements near the ground surface (Fig. 3). The fill also covers the site with a thick layer of compacted material that limits penetration of water to the underlying natural soils and/or bedrock. The sub -excavation pro- cess can provide greater stability for streets, side- walks, driveways, and buried utilities (Fig. 4), if the sub -excavated layer extends beneath these improvements. Founda- tion drains around base- ments and under -drains below sanitary sewer mains (if installed within the subdivision) also help to collect irrigation and precipitation water that seeps into the ground. Home owner irrigation practices are critical to the overall performance of foundations and con- crete flatwork and are dis- cussed in more detail in Exhibit B. Figure 3 Figure 4 QUAIL RUN Exhibit C-2 BLOCK 2, LOTS 27-30