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7830 W 43rd Circle (Yarrow Gardens, Building)
CERTIFICATE OF OCCUPANCY Permit #: 202000368 � �� Wh6atp**id e g COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 *Stipulations: Yarrow Gardens - New single family townhome - 1,577 sq ft total (Model Y2 - Date: 09/02/2020 This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER: TH YARROW GARDENS LLC ADDRESS: 1875 Lawrence St, Denver, CO 80202 CONTRACTOR/ADDRESS: THB Westridge LLC 1875 Lawrence St #900, Denver, CO 80202 PROPERTY ADDRESS: 7830 W 43rd Cir, Wheat Ridge, CO 80033 PARCEL #: 39-233-00-005 ZONING: MU -N OCCUPANCY: R-3 TYPE OF CONST: V -B OCC LOAD:N/A FOR THE FOLLOWING PURPOSE: Single Family -New Code Editions: 2012 ICC / 2017 NEC No change shall be made in the Use of this building without prior notice and a new CERTIFICATE OF OCCUPANCY from the City of Wheat Ridge Certificate MUST be posted by front door of commercial occupancies Chief Building Official Zoning Administrator Sprinklered: No i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 6 / j %'- Permit Number: U ❑ No one available for inspection: Time /PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: %! 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It __4 rIKID I F E ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, s hed , le for re -inspection online at: httpYlwww.ci.wheatridge.co.uselinspe ion j Da � Insp ctor.v s DO NOT REM VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: t,,/' Job Address: PermitNumber: ❑ No one available for inspection: Time 713M Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci, wheatridge. co. usrnspection p �. Date: s seoector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 7!2 30 i.,� e'2;PermitNumber: 4�1 0 __? C _ _ f ❑ No°one available for inspection: Time _ �-0"M Re -Inspection required: Yes /_No When corrections have been made, schedule for re -inspection online at: http✓/www. ch wheatridge. co. us4inspection Date: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTI -05 (95 Inspection Type: t Job Address: Permit Number: ❑ No one available for inspection: Ti Re -Inspection required: Yes When corrections have been made, h ttp ✓/www. ci. wheatridge. co. usdnspo for re -inspection online at. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: IAZ !; g C? f -- Job Address: 7! _? If) I ,L/�-- Permit Number: 2.0 Z,® ®r� (� ❑ No one available for inspection: Time /C? M Re -Inspection required: Ye No When corrections have been made, schedule for re -inspection online at.- hffpYlwww.ci. wheatridge.co. usrinspection Date: Inspector: S140 DO NOT REMOVE THIS NOTICE e CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office; INSPECTION NOTICE Inspection Type: C .F= Job Address:}�'� f ���✓� Permit Number:f_��C� ❑ No one available for inspection: Time /PM Re -Inspection required: Yes Nojl When corrections have been made, n edule for re -inspection, online at: http://www.ci. wheatridge.co. uslins�tio i CITY OF WHEAT RIDGE Building Inspection Division (303) 235=2855 Office INSPECTION NOTICE Inspection Type: F "-'' Z3 Job Address: 0 -�ep G,/ Permit Number: __0 Z c ae ❑ No one available for inspection: Time S ANI Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http✓/www, ci, wheatridge, co, uslinspection Date: r � 0 Inspector: DO NOT REMOVE THIS NOTICE � I i UWOF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:; - Permit Number: -°= ;! = ❑ No one available for inspection: Time (WIPM Re -Inspection required: Yes No', F When corrections have been made, schedule for re -inspection online at: h ttpYAvww, ci, whea tridge. co. usrns pection Date: p, 4 ' ° -' Inspector:`' -� DO NOT REMOVE THIS NOTICE - 7830 w Zmzo 00 ?77 June 25, 2020 TH Yarrow Gardens LLC 1875 Lawrence Street, Suite # 900 Denver, CO 80202 Re: Framing Observation Yarrow Gardens Townhomes 7830 — 7850 W. 431d Cir. Wheat Ridge, CO 80033 As requested, EVstudio was present at the above referenced address on June 22, 2020 to inspect the framing and construction of the building. All plywood/OSB shear wall nailing and sheathing were previously inspected at a previous time. After the observation, mark-ups were issued to the contractor and completed as noted and verified by the field super intendent. It is our professional opinion that all framing was constructed and placed in substantial compliance to the plans and specifications prepared by this office for this address and will support the anticipated loading conditions. If you have any questions, please feel free to contact our office. Sincerely, Dominic Chapman Field Inspector Sincerely, 46537,' Ross Maxwell, PE Asst. Director of Structural Engineering 5335 W. 480 Ave. Suite 300 303.670.7242 ph Denver, CO 80212 303.679.1862 fax design@evstudio.com wvvw.evstudio.com i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /Li L 5 Job Address: _ z q --50 G(� -1--,e Permit Number: �oZo AaQ _� �w) ❑ No one available for inspection: Time 7. '61 AM/PM Re -Inspection required: Yes Vo When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co.usrnspection Date: re'_Inspector: s� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE', Inspection Type: _S H 4f 46r A w S Job Address: 7!3 .3 62 Gw Permit Number: Z-02-0 ® p -762 ❑ No one available for inspection: Time / e= .O 7 Re -Inspection required: YesIVo When corrections have been made, sblredule for re -inspection online at. http✓/www.ci. wheatridge.co.usrinspection Date: ?©Z Inspector: ..S110 DO NOT REMOVE THIS NOTICE I! CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office ' INSPECTION NOTICE Inspection Type: )z7� / Job Address: 7 IL7 -30 I-V y3 L` G! r - Permit Number: ?_ C2?_ 0' OQ Z Q� �IJ /�'% z +✓i 0 C 4 G -4 f * C' n 710 P ; A __r & -Cr ❑ No one available for inspection: Time --�� AM/PM Re -Inspection required: Ye No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. ushnspection Date: 6/z _5'/p,'c2Inspector: DO NOT REMOVE THIS NOTICE o i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 715 3�' `>' �'r= E • < Permit Number: iT f V ❑ No one available for inspection: Time +►M/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http:Y/www. c% wheatridge, co. uslinspection Date: , .D - /Sr Inspector: ', � ? DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: " / z) ! lf ! r lt4 t� Job Address: Permit Number: 2020 0 Q ❑ No one available for inspection: Time I/ W) AM/PM Re -Inspection required: Yes moo} When corrections have been made, schedule for re -inspection on/me at: http✓/www. ci. wheatridge. co. uslinspection Date: 1;_0?0 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: - c Permit Number: -a ❑ No one available for inspection: Time (Cr_.AM/pm Re -Inspection required: Yes No When corrections have been made, sc ule for re -inspection online at: httpL1www.ci.wheatridge.co.usrnspec k. —, �: ",,, i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: '-7'& 70 OVi /7/3 g, 6T Permit Number: Cts 3� f ❑ No one available for inspection: Time A?, Re -Inspection required: Yes ' No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. uslinspection Date: Inspector: A,/-/�- ®O NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _3(11Z -3 rSly-/ Job Address: -7 4,L/ Permit Number: -Z C.) C,/(-, Jr, Z Ll No one available for inspection: Time A4rp�m Re -Inspection required: Yes "Na, When corrections have been made, schedule for re -inspection online at: hffp:llwww. cL wheatridge.co. uslinspection Date:- 6 - / - < ( Inspector: �) DO NOT REMOVE, THIS NOTICE April 22, 2020 TH Yarrow Gardens LLC 1875 Lawrence Street, Suite # 900 Denver, CO 80202 Re: Structural Slab Observation Yarrow Gardens Townhomes , 7834, 7838, 7842, 7846, 7850, W. 431d Circle Wheat Ridge, CO 80033 As requested, EVstudio was present at the above referenced address on April 21, 2020 to observe the placement of the steel in the structural slab on void. It is our professional opinion that all slabs were constructed, and all reinforcement steel was placed in substantial compliance to the plans and specifications prepared by this office for this address and will support the anticipated loading conditions. If you have any questions, please feel free to contact our office. Sincerely, r Alex Knuth, ICC Asst. Director of Field Services Sincerely, Ross Maxwell, PE Asst. Director of Structural Engineering 5335 W. 4811' Ave. Suite 300 303.670.7242 ph design@evstudio.com Denver, CO 80212 303.679.1862 fax www.evstudio.com i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /c, -7 Job Address: Permit Number: ❑ No one available for inspection: Time :// 3G%I�1V1fM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection 'e 7 ` Date: r �f ��� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 1 .' Building Inspection Division j (303) 235-2855 Office i INSPECTION NOTICE Inspection Type: /,,'. -7 _Sc,C Job Address: %S 30 w 93`2 Permit Number: 7c-�o -x-, Sex' 1 i i i i i i ❑ No one available for inspection: Time //FSM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpAwww. ci. wheatridge. co. ueinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: -lis 30 -k -y Permit Number: Cc,, ; 64q' 0 ❑ No one available for inspection: Time 3: 3� A Re -Inspection required: YesNo) When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. usVinspection 1 Date: ' ° <`' Inspector: ,� < - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: YUi -C'=� Job Address: -7S--3(,, tt/ . 2'32C' Permit Number: U Z CJ ❑ No one available for inspection: Time t' ! AM7PM Re -Inspection required: Yes IVo When corrections have been made, schedule for re -inspection online at: httpYlWww. ci. wheatridge. co. usrinspection Date: .'? Inspector: DO NOT REMOVE THIS NOTICE AGW Residential 2180 South Ivanhoe Street, Suite 5 Denver, CO 80222 Phone: (303) 759-8100 FIELD OBSERVATION REPORT Client: Project: Report #: STL-000002 TH Yarrow LLC 185523-6R 1875 Lawrence Street, Suite 900 7830 W 43rd Cir, Lot 6, Block 2 Denver, CO 80202 Yarrow Gardens Wheatridge, CO FOUNDATION WALL REINFORCING OBSERVATION Activity Date: 03/31/2020 Technician: Knauff, Stephen As requested, we arrived on site on this date to observe the reinforcing steel within the foundation wall forms. It is our opinion that the wall reinforcing steel we observed on this date was in general conformance with the project plans provided to us. It must be understood that checking final form positioning is not within our scope of work. If you have any questions regarding this information, please call. Observations were conducted on a part-time, on-call basis. Cold Weather Precautions: We recommend using cold weather concreting techniques. The Concrete Encased Electrode (CEE) was installed on this date at the following location(s): 4 Feet S Of NE Basement Corner r f}�* 32593,,; 03/31/2020 Kenneth R. Broseghini, P.E. Senior Engineer Observations are conducted on a part-time, on-call basis (unless noted otherwise). Information obtained by our Page 1 of 1 field representative pertain only to the portions of the foundation/construction items observed during our site visit. Our opinions presented in this report are based on our knowledge of this project, our experience with similar conditions and the standard of care normally practiced by other geotechnical engineers in this area and upon a reasonable presumption that unobserved conditions were properly constructed. \ 1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 7,r 3U Permit Number: c -c, 3GSg' I ❑ No one available for inspection: Time 1-2.5AM M Re -Inspection required: Yes , N When corrections have been made, schedule for re -inspection online at: httpJ/www.ci. wheatridge.co.uslinspection Date: ''s' �L Inspector: X--, %�� DO NOT REMOVE THIS NOTICE \ 1 1 ► i - CITY OF WHEAT RIDGE 1 Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ?�`?' /�Cr�1nf�� °' X. ) Job Address: -'1"3 �v3 Permit Number: e ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. ushnspection Date:--,-/- Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �, Permit Number: 16> ❑ No one available for inspection: T ,�> AM/PINI Re -Inspection required: Yes rND') When corrections have been made, sc 'n,--- D dutq for re -inspection online at: httpJ/Www.ci.wheatridge.co.uslinspe i n, Da• I '3• '2 6Inspec CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: - '2�/ C/w� /O JobAddress: Permit Number:r? -�G.� c-. � '� k ❑ No one available for inspection: Time %f' ,Y tAMIPM Re -Inspection required: Yes (`No_,) When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. usrnspection Date: �Y'`/R ;'� Inspector: Ar..- { DO NOT REMOVE THIS NOTICE 2 - z0 ,C. P_, FIELD TICKET-Pending Review Report#: EF-000001 AGW Residential Client: Project: 2180 South Ivanhoe Street, Suite 5 Denver, CO 80222 TH Yarrow LLC 185523-6R Phone: (303) 759-8100 1875 Lawrence Street, Suite 900 7830 W 43rd Cir, Lot 6, Block 2 Denver, CO 80202 Yarrow Gardens Wheatridge, CO EXCAVATION AND FOOTING FORM OBSERVATIONS (Includes Deck and/or Patio Pad Forms) Activity Date: 03/17/2020 Technician: Baxter, George As requested, excavation and footing form observations were performed on this date for the subject lot. The soils exposed at the current grades during our visit appear generally consistent with those found and logged in the subject soil report. It is our opinion the bearing pressures provided in the subject soil report can be used for the recommended foundation system. It is also our opinion that the footing forms, foundation void (if required), and reinforcement (if required) we observed on this date were placed in general conformance with the project plans provided to us and our recommendations. If you have any questions regarding this information, please call. Observations were conducted on a part-time, on-call basis. Observations are conducted on a part-time, on-call basis (unless noted otherwise). This field report should NOT Page 1 of 1 be considered a final report since it must be reviewed by the engineer. Therefore, all information within this report and attachments (if any) are subject to review. AGW Residential 2180 South Ivanhoe Street, Suite 5 Denver, CO 80222 Phone: (303) 759-8100 FIELD TICKET -Pending Review Client: TH Yarrow LLC 1875 Lawrence Street, Suite 900 Denver, CO 80202 Project: -ZU20 CC 3 G A7'-;?- zv Report M STL-000001 185523-6R 7830 W 43rd Cir, Lot 6, Block 2 Yarrow Gardens Wheatridge, CO FOUNDATION WALL REINFORCING OBSERVATION Activity Date: 03/31/2020 Technician: Knauff, Stephen As requested, we arrived on site on this date to observe the reinforcing steel within the foundation wall forms. It is our opinion that the wall reinforcing steel we observed on this date was in general conformance with the project plans provided to us. It must be understood that checking final form positioning is not within our scope of work. If you have any questions regarding this information, please call. Observations were conducted on a part-time, on-call basis. Cold Weather Precautions: We recommend using cold weather concreting techniques. The Concrete Encased Electrode (CEE) was installed on this date at the following location(s): 4 Feet S Of NE Basement Corner Observations are conducted on a part-time, on-call basis (unless noted otherwise). This field report should NOT Page 1 of 1 be considered a final report since it must be reviewed by the engineer. Therefore, all information within this report and attachments (if any) are subject to review. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Lir"• r1�YZS Job Address: "i,�;30 Permit Number: 1_70'lzo Qr✓ 3'65l A?�1 r S 47 ❑ No one available for inspection: Time 3G A OM Re -Inspection required: YesNo When corrections have been made, schedule for re -inspection online at: http.I www.ci.wheatridge.co.uslinspection Date: `y ? ��) Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /OS Job Address: 7'.30 ��• 5'3 i� Permit Number: 2UZO 01:�:, 36 �ys` 'f' "' Gr/%f...�ii. '" l"�/� r)�'�• `7.+; G�y"� Lam- r7� %� ❑ No one available for inspection: Time _��: �� M Re -Inspection required: est No zLirz� When corrections have been made, schedule for re -inspection online at: http✓/www. ci, wheatridge, co. usrnspection Date: 3-3/_ ZO Inspector: f ,�• DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: l03 r'�� 5' Job Address:3 / � Permit Number:*�r k�E J ❑ No one available for inspection: T' am Re -Inspection required: Yes o When corrections have been made, schedule for re -inspection online at: http✓/www,ci,wheatridge,co.us inspection Date: �� Inspector:"``Z_ `/ bO SNOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:` - Job Address:_ r Permit Number: 7 C� 7 �� t' C_AC ❑ No one available for inspection: Time ` =- AM/PM Re -Inspection required: Yes N.b When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: ^ -11 ; `� " Inspector: ' � �'. DO NOT REMOVE THIS NOTICE A G. WASSENAAR, INC. 3� 0 r July 23, 2019 TH Yarrow, LLC 1875 Lawrence Street, Suite 900 10 'p -b v d 36 Z -- Denver, Colorado 80202 Attention: Mr. Jay Garcia t) .9- G 34 to avavo63� Subject: Soil and Foundation Study o -?Da (DOC�3& Proposed Residential Structure Lots 6-11, Block 2 Yarrow Gardens, Filing 3 Wheat Ridge, Colorado Project Number 185523 Purpose As requested, A. G. Wassenaar, Inc. (AGW) performed a soil and foundation study at the subject site. The purpose of our study was to observe subsurface conditions encountered and to recommend geotechnical design criteria for the design and construction of the foundation for the proposed six- plex residential structure. For purposes of this study, we understand and assume the overexcavation recommendations provided in our report, "Geotechnical Site Development Study for Proposed Townhome Development, Yarrow Gardens, Northwest of West 42nd Avenue and Yarrow Street, Wheat Ridge, Colorado", for the subject site, AGW Project Number 181182, dated May 11, 2018, have been followed. Density -compaction test reports (AGW Project Number 181182) were considered during the preparation of this study. The fill materials tested were placed in general accordance with the requirements of HUD Data Sheet 79G. This letter presents a summary of our findings and recommendations. Proposed Construction The proposed structure will be up to three stories supported upon a reinforced concrete foundation. It is our understanding no below grade areas are planned. The structure will be wood framed with a structural slab beneath the living areas. If plans change, the recommendations in this report must be reviewed by AGW prior to design and construction of the foundation. Subsurface Conditions The field exploration included drilling three 4 -inch diameter auger borings across the building footprint. The subsurface conditions encountered are shown on Figures 1 through 3, including the results of penetration tests at the locations of sampling. Laboratory Testing Samples obtained during drilling were returned to the laboratory. They were visually classified and testing was assigned to selected samples in an effort to evaluate the engineering properties of the subsurface materials encountered. The test results are summarized on Figures 1 through 3. Based upon visual observation of the subsurface conditions encountered and laboratory testing for this; of and/or adjacent lots, it is our opinion that the subsurface materials generally exhibit low potential for 1 Wheat Ridge 2180 South Ivanhoe Street, Suite 5 • Denver, Colorado 80222 www.agwco.com 9 Phone 303-759-8100 expansion and compression. Refer to the Colorado Geological Survey Special Publication 43 for a description of expansive soils and their impact on structure performance. Foundation Recommendations Based on our evaluation of the subsurface conditions, the proposed structure may be founded upon spread or pad -type footings bearing on the natural undisturbed soils or on properly placed and compacted fill. The footings should be designed for a maximum bearing pressure of 2,000 psf. Footing dimensions and foundation structural elements should be determined by a structural engineer. Concrete in contact with the subsurface materials may be designed for negligible (SO or RSO) sulfate exposure as defined by either ACI 318 (Table 19.3.1.1) or ACI 332 (Table 5.2.1) as determined from the appropriate building code for this jurisdiction. Bearing materials loosened by machine excavation should be removed prior to placing footing concrete. Occasionally, pockets of dry, hard fill or very moist, soft fill may be encountered in the foundation excavation. If this condition occurs, the footings should extend to properly moisture treated fill. Exterior footings should bear at least 3 feet below exterior grade for frost protection. The bearing materials beneath footings should be protected from freezing during construction. All footing excavations should be observed by AGW prior to placement of concrete. The foundation walls backfilled with on-site materials should be designed for a lateral earth pressure based upon an equivalent fluid density of 60 pounds per cubic foot (pcf) for the "at rest" condition or 45 pcf for the "active" condition. The "active" condition should only be used where wall movements of at least 0.5% of the wall height are allowed. These values have been provided without considerations for sloping backfill, surcharge loading or hydrostatic pressures. Construction of a drain system and proper surface drainage as discussed later in this report may lower the potential of developing hydrostatic pressure in the backfill materials. Minor cracking of concrete foundation walls should be expected. Garage Slabs If the Builder and/or Owner accepts the risk of slab movement, garage slabs supported by the subsurface materials should be constructed using the following criteria: 1. Slabs should be separated from exterior walls and interior bearing members with a joint which allows free vertical movement of the slab. 2. Slab bearing partitions and garage door jambs should be constructed with a minimum 2 -inch void space. Door jambs may be constructed above slab joint material if desired. Stairways bearing upon the garage slab should be constructed in such a way as to allow at least 2 inches of slab heave. In the event of slab heave, the movement should not be transmitted directly through the partitions to the remainder of the structure. 3. Any plumbing or other utilities should be isolated from the slab. 4. If a forced -air heating system is used and the furnace is located on the garage slab, we recommend a collapsible connection between the furnace and the duct work to allow for at least 3 inches of slab heave. Utility connections should also have flexible connections capable of accommodating the same magnitude of movement as specified above. 5. Provide frequent control joints in the slab. AGW Project Number 185523 TH Yarrow, LLC July 23, 2019 Page 2 Following these recommendations should reduce damage caused by movement of the garage slab; however, the void spaces recommended are not intended to predict total slab movement. Care should be taken to monitor and reestablish partition voids and flexible connections when necessary. Fill Placement Any fill placed beneath the foundation and slabs -on -grade should be well compacted. Prior to placement of fill, the ground surface should be scarified a minimum of 6 inches or pipes in trenches should be properly bedded. The new fill should be of similar soil type as the existing subgrade material. New fill should be placed in maximum 8 -inch loose lifts. The scarified ground surface and the new fill should be compacted to a minimum of 95% of Standard Proctor (ASTM D698) maximum dry density for cohesive soils or Modified Proctor (ASTM D1557) maximum dry density for granular soils. The moisture content of the compacted material should be between optimum and 4% over optimum moisture content for cohesive soils or within 2% of optimum moisture content for granular soils. Density compaction testing must be performed upon any new fill placed beneath the foundation of the structure. Backfill around the foundation should be moistened and compacted in such a manner as to reduce future settlement. Subsurface Drainage It is our understanding that no below grade areas are planned for the proposed six -unit townhome. Present ground water conditions, in our opinion, should not be a problem for the proposed structure. We believe if the ground surface and roof drainage are properly cared for, no subsurface drainage systems should be necessary unless below grade areas are planned. Surface Drainage The wetting of foundation soils and/or bedrock materials may be reduced by carefully planned and maintained surface drainage. The following recommendations should be implemented during construction and maintained by the Homeowner or Homeowners Association after the structure is completed: 1. Excessive wetting or drying of the open foundation excavation should be avoided as much as practical during construction. 2. The ground surface surrounding the exterior of the foundation should be maintained in such a manner as to provide for positive surface drainage away from the foundation. At completion of construction, we recommend a minimum fall away from the foundation of 6 inches in the first 5 feet. This slope should be continuous across the backfill zone. 3. Areas which settle should be filled as soon as possible in order to maintain positive drainage away from the foundation. 4. If lawn edging is used around the exterior of the foundation, it should be constructed in a manner to prevent ponding of surface water in the vicinity of the backfill soils. 5. Drainage swales should be constructed and maintained a minimum of 5 feet away from the foundation on side yards and 15 feet away from the foundation on back and front yards. Natural drainage swales should maintain a slope of at least 2% off of the lot. Swales must not be blocked by fences, landscaping, paths or other Homeowner or Homeowners Association installed items. 6. Roof downspouts and drains should discharge well beyond the limits of foundation backfill. AGW Project Number 185523 TH Yarrow, LLC July 23, 2019 Page 3 7. Watering adjacent to the foundation should be reduced as much as practical. Landscaping which requires excessive watering should not be located within 5 feet of foundation walls. Sprinkler lines, zone control boxes, and drains should be located outside the limits of the foundation backfill. Sprinkler heads should be positioned such that the spray does not fall within 5 feet of foundation walls. 8. Plastic membranes should not be used to cover the ground surface immediately surrounding the foundation. These membranes tend to trap moisture and prevent normal evaporation from occurring. We recommend the use of a weed suppressant geotextile fabric. Limitations We believe the professional judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing design professionals performing similar design services in the same locality, at the same time, at the same site and under the same or similar circumstances and conditions. No other warranty, express or implied, is made. The location of the test borings drilled and the laboratory testing performed for this study were designed to obtain a reasonably accurate picture of subsurface conditions for design purposes. Variations in subsurface conditions not indicated by the borings are possible and expected. Therefore, we should be retained to observe the foundation excavation and construction. If unexpected subsurface conditions are observed by others during construction, we should be called to review our recommendations. This report was prepared for the exclusive use of our Client for the sole purpose of providing geotechnical design criteria for the subject structure based upon the existing site conditions as encountered. The conclusions and recommendations contained in this report shall not be considered valid for use by Others without written authorization from AGW. In addition, the state of practice in geotechnical engineering is constantly evolving. Therefore, findings presented in this report should be reviewed and revised, if necessary, prior to actual construction. The recommendations provided in this report are based upon the specified extents of the overexcavation for the original building footprint. The future Homeowner or Homeowners Association should not construct any additions to the structure utilizing the recommendations given in this report. Additional studies must be provided if any additions are to be constructed. If we can be of further service in discussing the contents of this letter or in analysis of proposed structure from the soil and foundation viewpoint, please call our office. Sincerely, A. G. Was ar, c. Keith E. Asay Staff Engineer Attachments: Figures 1, 2, and 3 Statement of Services AGW Project Number 185523 July 23, 2019 Reviewed by: Michael R. Conner, Senior Engineer Digitally signed by: Michael R Cor Date: 2019.07.23 14:33:16 -07'00' o.�s R.CDA ;] 30731 �/ONAO KEA/MRC/bab TH Yarrow, LLC Page 4 AGW B2 L6 CLIENT TH Yarrow LLC. PROJECT NAME Yarrow Gardens, Filing 3 PROJECT NUMBER 185523-1 PROJECT LOCATION Wheat Ridge, Colorado DATE DRILLED June 18, 2019 GROUND WATER LEVELS: DRILLING METHOD 4 -inch Solid Stem Auger VAT TIME OF DRILLING 13 feet NOTES Test boring drilled in the southeast corner 3 DAY(S) AFTER DRILLING 12.5 feet ATTERBERG az d U O W o LIMITS v =n a = O N p_ 0 )?NFU z _O J F- w o Wm ° �� MATERIAL DESCRIPTION "' Y O c mOZ z �n o �`�" 0 o x C) �g� v, 00 <UU) o o a Fill, sand and clay, medium dense to stiff, silty, moist, brown 61 17/12 1 1 121 1331211171 4 1 Clay, stiff, silty, sandy, with sand lenses, calcareous, slightly moist to moist, brown to dark brown 10 MC 15/12 106 16 0.0 Sand, dense to very dense, silty, gravelly, moist to wet, brown Y Sandstone (bedrock), medium hard, poorly cemented, silty, clayey, with claystone lenses, iron stained, wet, olive to rust SS 42/ 12 SS 15 NIN 301 Sandstone (bedrock), very hard, poorly cemented, silty, clayey, with claystone lenses, iron stained, wet, olive to rust n Bottom of borehole at 1 Y n Y Z 7 J Y Y Z 0= Figure 1 IJAGWB2 L8/9 11 G UJAS'ENAA: , CLIENT TH Yarrow LLC. PROJECT NAME Yarrow Gardens, Filing 3 PROJECT NUMBER 185523-2 PROJECT LOCATION Wheat Ridge, Colorado DATE DRILLED June 18, 2019 GROUND WATER LEVELS: DRILLING METHOD 4 -inch Solid Stem Auger AT TIME OF DRILLING Dry NOTES Test boring drilled in the center north wall 3 DAY(S) AFTER DRILLING 14 feet ATTERBERG w ��- 0 n O C MATERIAL DESCRIPTION LU u c y� CL o SN < Uj) �zZn � ~ V z moz n K o ^o z Oz � v z 'J O w o v�ip� z0 U o� o LIMITS o p� v QQ� x � Z a~ Fill, sand and clay, medium dense to medium stiff, silty, moist, mottled brown MC 8 / 12 108 16 0.0 5 Sand, medium dense, silty, clayey, moist, brown MC 11/12 115 12 0.0 10 Sandstone (bedrock), very hard, poorly cemented, silty, clayey, with claystone lenses, iron stained, moist to wet, olive to rust MC SO/ 6 15 Claystone (bedrock), hard, silty, sandy, iron stained, moist to very moist, light olive to rust 20 MC 50/9 Bottom of borehole at 24.8 feet. Figure 2 B2 L11 AGW CLIENT TH Yarrow LLC. PROJECT NAME Yarrow Gardens, Filing 3 PROJECT NUMBER 185523-3 PROJECT LOCATION Wheat Ridge, Colorado DATE DRILLED June 18, 2019 GROUND WATER LEVELS: DRILLING METHOD 4 -inch Solid Stem Auger AT TIME OF DRILLING Dry NOTES Test boring drilled in the southwest corner 3 DAY(S) AFTER DRILLING 15 feet ATTERBERG wo z LIMITS S = o a ) o o �U �� \'O o vCL MATERIAL DESCRIPTION LULUx 0 �- �� a °SOU? r Oz np� pam 2 J 0 Z (n O J J ^ 15 Y Fill, sand and clay, medium dense to medium stiff, mottled brown Sandstone (bedrock), very hard, poorly cemented, silty, clayey, with claystone lenses, iron stained, moist, olive to rust Claystone (bedrock), medium hard, silty, sandy, iron stained, moist to very moist, light olive to rust Bottom of borehole at Figure 3 u MC 1 8/12 1 109 1 14 1 0.0 1 MC 1 39 / 12 1.6 YARROW GARDENS STACKED TOWNHOMES BUILDING TYPE 6A CONTEMPORARY ELEVATION STYLE'C' BLOCK 2, LOTS 6-8 -BLOCK 2a, LOTS 9a-1 1 a WHEAT RIDGE, COLORADO THRIVE HOME BUILDERS FIUIVIt LiUILUtKJ (CC Is W H 5 r• ,�r�•�rb Homesthat ..more. F I N I S H E D A R E A I N D E X O F D R A W I N G S B U I L D I N G A D D R E S S E S Y 1-1 FINISHED LOWER LEVEL 200 SF MAIN LEVEL 554 SF UPPER LEVEL 560 SF G1 1,314 SF UNFINISHED GENERAL NOTES GARAGE 354 SF DECK 121 SF PATIO 122 SF A1.20b-PLEX-A 597 SF . Y2 -I FINISHED UPPER LEVEL 691 SF MAIN LEVEL 670 SF LOWER LEVEL 205 SF G1 1,566 SF UNFINISHED GENERAL NOTES GARAGE 466 SF DECK 110 SF PATIO 147 SF A1.20b-PLEX-A 723 SF Y2 -E FINISHED LOWER LEVEL 204 SF MAIN LEVEL 682 SF UPPER LEVEL 691 SF G1 1,577 SF UNFINISHED GENERAL NOTES GARAGE 466 SF DECK 108 SF PATIO 144 SF A1.20b-PLEX-A 718 SF Y4 -E 6-PLEX-A ROOF PLAN FINISHED 6-PLEX-A BLDG ELEVATIONS UPPER LEVEL 773 SF MAIN LEVEL 743 SF LOWER LEVEL 222 SF 1,737 SF UNFINISHED DECK 128 SF GARAGE 512 SF PATIO 162 SF 802 5F SHEET NUMBER SHEET NAME BUILON0 TYPE BA LOT AO CONTEMPORARY COVER SHEET G1 CODE ANALYSIS G2 GENERAL NOTES G3 ARCHITECTURAL SITE PLAN A1.01 6-PLEX-A LOWER LEVEL BLDG PLAN A1.10 6-PLEX-A MAIN LEVEL BLDG PLAN A1.20b-PLEX-A UPPER LEVEL BLDG PLAN A1.30 6-PLEX-A ROOF PLAN A3.07 6-PLEX-A BLDG ELEVATIONS A3.02 6-PLEX-A BLDG ELEVATIONS 10 `, City of Whet Rage COMMUNITY 1)tV11(1PMEN1 APPROVED Reviewed for Code Compliance _ C 0 zc) Pla aminer Date VNWitr ai permit: 'rhe Issuonte of a perrMt or approww of pons specifkattons and computations shah not be a permItp , or on approval of, any Notation to any of the provivom of the building code or of aqi city ordinances. AltrmMs pnsw w1l; to give authority to V1040& or cowl the proasrons of the SUN&V coda or other orditwom of the Gty shah not be mkd. BLOCK 2 LOTS 6-8 - BLOCK 2a LOTS 9a-11 a BUILON0 TYPE BA LOT ADDRESS 6 7830 WEST 43RD CIRCLE 7 7834 WEST 43RD CIRCLE 8 7838 WEST 43RD CIRCLE 9a7842 WEST 43RD CIRCLE 10a 7846 WEST 43RD CIRCLE 11a 7850 WEST 43RD CIRCLE Pin 3 02,040,000 0,0 ao6o 34#q C20 o a ao,9o av 3&4- 'r -iomes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET 5UBE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX 303.348.1384 GoddenlSudik ARCHITECTS BEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Sheet Suite 250 Centennial. CO 80111 x U C) O m 6 O Q O # C/ -)U U 3 L1J Z ❑ a W CO �V— 3 0 1 Q 00 W s Q Z Q �O t O J Q C' 3 8 CONSTRUCTION DOCUMENTS i ISSUE DATE 01.29.2020 r i CONTEMPORARY COVER SHEET Q S g AO fi Y24 C C "HE cY24 Y4{ 1 Y4VAY14 V14 YY2-E I Y2{y Y1,4 Y14 YY4W RI r)r- TVCF AR I BLDG TYPE 4B � ARCHITECTURAL SITE PLAN Y2:E Y14, ii Y24 I Y211 11Y2 -E I I y2.P I Y14, I Y14 I "Y2£ BLDG TYPE 5A BLDG TYPE 4B SL XK 5, Wr 54i i BLOCK 5, LOTS 1 Y4E Y14 Y24 Y24 Y4{ I I Y2{ Y14 Y14 I Y4 -W BLDG TYPE 5A I BLDG TYPE 48 LBLOCK'. LOTS 1614 V V V BLOCK 5, LOTS 15.18 V I I I W. 42ND AVE. 1111 Y2{ 7 Y24 ] BLDG TYPE BLOCK 1. LOTS Y24] vaw 111111 Yaw Y14 7 Y24 ] DI O 191w 101 him SITE PLAN NOTES REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SND'MJ OR NGTED ON PIANS. NMENSIONS TAKE PRECEDENCE OVER DRAWING -DO NOTSCALE! THE ARCHITECTURAL SITE PLAN IS INCLUDED TO GRAPHICALLY INDICATE APPROXIIMTE LOCATIONS OF BUILDINGS, PARKING. AND BUILDING NUMBERS ONLY REFER TO LANDSCAPE ARCHITECTS DRAWINGS FOR LANDSCAPING. SIDEWALKS, M WNT, AIAFENCE DESIGN. REFER TO CML ENGINEERS DRANANGS FOR HORIZONTAL DIWNSIONAL CONTROLS, MOM. FINISH FLOOR ELEVATIONS. BUILDING STEPPING. DRAINAGE. UTILITY EASEMENTS. AND ACCESSIBLE ROUTE LOCATIONS AND DETAILS. REFER TO MEP ENGINEERS DRAWINGS FOR THE LOCATIONS OF ALL METERS. PANELS, CLEANOUTS. TRANSFORMERS, AND PARKING LOT AIA SITE LIGHTING. SCUPPERS a DOWNSPOUTS ARE TO BE FIELD VERIFIED FOR LOCATION BY BUILDER. DOW NSPOUM TO HAVE ADJUSTABLE EXTENDERS TO CARRY WATER MN. T - AWAY FROM BUILDING OF AS RECOMMENDED BY SOILS REPORT, OR, WHERE APPLI BLE, CONNECTDIRECTLY TO THE STORM MIN SYSTEM. REFER TO CML CRAWIMS FOR DETAILS AND LOCATIONS. AN ACCESSIBLE ROUTE SHALL BE PROVIDED CONNECTING ACCESSIBLE SCALDINGS MID ACCESSIBLE SITE FAGUTIES PER IBC 2012 SECTION 1107.0. ALL ACCESSIBLE ROUTES MUST COWL' WITH ICCAN91 A117.1-2009 CHAPTER 4. SLOPES GREATER THAN 1. 0 O ANY OF THE ACCESSIBLE ROUTES SHALL REQUIRE HANDRAILS COMPLYING WITH ICCAMI A117.1-2008 SECTION 405 a 505 AND NOT E%GEED A SLOPE OF 1:12. ADA I ACCESSIBILITY NOTES 2012 INTERNATIONAL RESIDENTIAL CODE NON£LEVATCR. MULTLSTORY UMTS ARE EXEAPT FROM FAIR HOUSING ACT REOUIREWNTS. 20125ECTON R320 ACCESSIBRJTY DWE SCOPE.WHEREEEREAREFWR ORMORE STRUCTURE, W NG UNITE OR OLEERNG F CH IN A SINGLE STRUCTURE, THE PROVISIONS OF OR GROUP 11 OF THE INTERNATIONAL BUIDINO CODE FOR GROUP " SHALL APPLY. IBC 20 12 CWIPMR 11 - ACCESSIBIUTY 1107.6.3 GROUP R-3. IN GROUP R.3 OCCUPANCIES WHERE THERE ARE FOUR OR MORE OWEWNG LINTS OR SLEEPING UMTS INTENDED TO BE OCCUPIED AS A RESIDENCE IN A SINGLE STRUCTURE. EVERY DWELLINGUNIT AND SLEEPING UNIT INTENDED TO BE OCCUPIED AS A RESIDENCE SHALL BE A TYPE'6 DWELLING UNIT. E%LEPTON'. THE MWER OF TYPE'S' UNITS IS PERMITTED TO BE REDUCED W ACCORDANCE WITH SEC1ION1107.7. 1107.71 MULTISTORY LINTS. A MULTISTORY DWEWW OR SLEEPING UNIT WMCH IS NOT PROVIDEDVWTH ELEVATOR SERVICE IS NOT REQUIRED TORE A TYPE 'B' DWEWNG UNIT. COLORADO STANDARDS FOR ACCESSIBLE HOUSING CRS 9-5 ARTICLE 5 REQUIREMENT: TOTAL # OF POINTS REQUIRED POINTS PROVIDED UNITS 89(TOTAL) 42 ACCESSIBLE UNITS PROVIDED PER CRS B5 UNIT TYPE A OF UMTS pONJTS,L TOTAL PROVIDED � PdMS VISITABLE 43 1 D OWE W NG UNIT TOTAL 43 UNIT TYPE LEGEND VISITABLE DWEWNG UNIT • SPRIWLERED- REFER TO SITE AND GRADING PLANS FOR LOCATIONS OF ACCESSIBLE UMTS AM ACCESSIBLE ROUTES. • PER CRS 9-5, ARTLIE 5. A •TYPE BNSRABLE GROUND FLOOR -MEANS A MULTIPLESTORY DWEW NG UNIT WITH AN ACCESSIBLE ENRANCE AND TOILET FAGUTY DESIGNEDIN..SECANGE— THE PROVISION: OF AN51 A117.1-1998, SECTION I— (ADDITIONAL WTH ZONAL VISITABLE UP PROVNIM IDED AICA ACCORDANCE A117.1 -2a W, SECTION 1D05. RE: ACCESSIBLE NOTES AND DETAILS). IRC 2015 TABLE R302.1(2) EXTERIOR WALL REQUIREMENTS - DWELLINGS WITH FIRE SPRINKLERS %TERIOR NNMWFIRE AR AI—IPIRE MEN-op RESISTAME SEPARATION RAnNG ASTM DR Ill OPEET ASTM WALLS PROJECTIONS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX, 303.348.1384 (9.0 GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 OPENINGS IN tl WALLSEET D Q � X FIRERATEDEAVESMALLS=----------- € PROPERTY LOSS= F Z ei Ua 0— I r— co 1 V) CT no W a 0 J V) U 0 LU Z O 0 W m Icy– Q E Q Cie 00 Q I 2T_ 0^' 0 CV CONSTRUCTION DOCUMENTS ISSUE DATE 01.29.2020 ARCHITECTURAL SITE PLAN G3 CODE ANALYSIS APPLICABLE CODES 8 STANDARD: 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL RESIDENTIAL CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 INTERNATIONAL PLUMBING CODE 2012 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL FUEL GAS CODE 2017 NATIONAL ELECTRIC CODE OCCUPANCY: TOWNHOUSE PER THE INTERNATIONAL BUILDING CODE EXCEPTION (101.2) DETACHED ONE- AND TWO-FAMILY DWELLING AND MULTIPLE SINGLE-FAMILY DWELLINGS (TOWNHOUSES) NOT MORE THAN THREE STORIES ABOVE GRADE PLANE IN HEIGHT WITH A SEPARATE MEANS OF EGRESS AND THEIR ACCESSORY STRUCTURES SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE. HEIGHT AND NUMBER OF STORIES: STORIES: 3 STORIES (MAX) HEIGHT: 32 FT MAX OR PER VARIANCE APPROVAL 2012 INTERNATIONAL RESIDENTIAL CODE PROVISIONS R302.1 CONSTRUCTION, PROJECTIONS, OPENINGS AND PENETRATIONS OF EXTERIOR WALLS OF DWELLINGS AND ACCESSORY BUILDINGS SHALL COMPLY WITH TABLE R302.1 EXCEPTION 1. WALLS, PROJECTIONS, OPENINGS OR PENETRATIONS IN WALLS PERPENDICULAR TO THE LINE USED TO DETERMINE THE FIRE SEPARATION DISTANCE CONSTRUCTION -R302.2 TOWNHOUSES -R302.2.1 CONTINUITY: FIRE -RESISTANCE -RATED COMMON WALL SEPARATING EACH UNIT SHALL BE CONTINUOUS FROM FOUNDATION TO UNDERSIDE OF ROOF SHEATHING AND FIRE -RESISTANCE RATING SHALL EXTEND THE FULL LENGTH OF THE COMMON WALL. -R302.2.2.2 PARAPETS... EXCEPTION: PARAPETS WILL NOT BE REQUIRED... WHEN THE ROOF IS COVERED WITH A MINIMUM CLASS C ROOF COVERING, AND THE ROOF DECKING OR SHEATHING IS OF NONCOMBUSTIBLE MATERIALS OR APPROVED FIRE -RETARDANT -TREATED WOOD FOR A DISTANCE OF 4 FEET ON EACH SIDE OF THE COMMON WALL. -R302.2.4 STRUCTURAL INDEPENDENCE: EXCEPTION 1. FOUNDATIONS SUPPORTING EXTERIOR WALLS OR COMMON WALLS. EXCEPTION 2. STRUCTURAL ROOF AND WALL SHEATHING FROM EACH UNIT MAY FASTEN TO THE COMMON WALL FRAMING. EXCEPTION 3. NONSTRUCTURAL WALL AND ROOF COVERINGS EXCEPTION 4. FLASHING AT TERMINATION OF ROOF COVERING OVER COMMON WALL -R302.4.1 THROUGH PENETRATIONS: THROUGH PENETRATIONS OF FIRE -RESISTANCE -RATED WALL ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R302.4.1.2 GARAGES: -R302.5.1 OPENING PROTECTION: DOORS BETWEEN GARAGE AND RESIDENCE SHALL BE MINIMUM OF 1 3/8' THICK SOLID WOOD DOORS, SOLID OR HONEYCOMB CORE STEEL DOORS OR 20 MINUTE FIRE -RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. -R302.5.2 DUCT PENETRATION: DUCTS IN THE GARAGE AND PENETRATING THE WALLS OR CEILING SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM No. 26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE R302.6 DWELLING/GARAGE FIRE SEPARATION: PER TABLE R302.6 - DOES NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELUNG UNIT WALL TABLE R302.1 f 11 PROJECT DIRECTORY MATERIAL EXTERIOR WALL ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER GoddenlSudlk Architecle Baselme Engi—.N Ei Studio17 kee Street 5975 S. Ouebee St, Suite 250 1950 Ford Street _ 0204 Cent -dial CO 80111 Golden, CO 80401 D.303,670. 42 303.455.4437 303.940.9966 Contact: Paul Brady Contact Noah Nemmem Contact Rosa Manwell TABLE R302.6 OWNER LANDSCAPE ARCHITECT DWELLING/GARAGE SEPARATION MINIMUM FIRE -RESISTANCE MINIMUM FIRE SEPARATION EXTERIOR ELEMENT RATING DISTANCE SEPARATION FROM THE RESIDENCES AND ATTICS NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO FIRE -RESISTANCE RATED 1 HOUR W/ EXPOSURE < 5 FEET FROM OUTSIDE FROM ALL HABITABLE ROOMS ABOVE THE NOT LESS THAN 5/8" TYPE 7C GYPSUM BOARD OR EQUIVALENT WALLS GARAGE NOT FIRE -RESISTANCE RATED 0 HOURS >_ 5 FEET STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION NOT LESS THAN 1 /2" GYPSUM BOARD OR EQUIVALENT FIRE -RESISTANCE RATED 1 HOUR ON THE a 2 FEET < 5 FEET UNDERSIDE PROJECTIONS NOT FIRE -RESISTANCE RATED 0 HOURS ? 5 FEET GARAGES LOCATED LESS THAN 3 FEET NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO FROM A DWELLING UNIT ON THE SAME LOT THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA NOT ALLOWED N/A < 3 FEET OPENINGS IN WALLS UNLIMITED 0 HOURS 5 FEET LIGHT, VENTILATION AND HEATING -ALL APPLICABLE ROOMS WILL COMPLY WITH REQUIREMENTS IN SECTION R303. COMPLY W/ R302.4 < 5 FEET PENETRATIONS ALL -GARAGES WILL NOT BE MECHANICALLY HEATED. NONE REQUIRED 5 FEET MEANS OF EGRESS TABLE 602.1121 EXTERIOR WALL - DWELLINGS WITH FIRE SPRINKLERS -SEPARATE MEANS OF EGRESS WILL BE PROVIDED FOR EACH UNIT. MINIMUM FIRE -RESISTANCE MINIMUM FIRE SEPARATION EXTERIOR ELEMENT RATING DISTANCE -AUTOMATIC SPRINKLER SYSTEM WILL ONLY BE INSTALLED IN SPECIFIC UNITS AS NOTED ON SHEET G3. -FIRE SPRINKLER SYSTEM SHALL BE DESIGNED 8 INSTALLED IN ACCORDANCE WITH SECTION P2904 FIRE -RESISTANCE RATED 1 HOUR W/ EXPOSURE FROM OUTSIDE 0 FEET OR NFPA WALLS 11ADA/ACCESSIBWTY NOT FIRE -RESISTANCE RATED 0 HOURS 3 FEET PER FAIR HOUSING ACT: MULTISTORY DWELLING UNITS ARE NOT COVERED BY THE GUIDELINES WITHOUT ONE OR MORE ELEVATORS. -R320.1 SCOPE: WHERE THERE ARE FOUR OR MORE DWELLING UNITS IN A SINGLE STRUCTURE, THE FIRE -RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 2 FEET PROVISIONS OF CHAPTER 11 OF THE INTERNATIONAL BUILDING CODE FOR GROUP R-3 SHALL APPLY. PROJECTIONS NOT FIRE -RESISTANCE RATED 0 HOURS 3 FEET 1107.6.3 GROUP R-3: WHERE THERE ARE FOUR OR MORE DWELLING UNITS IN A SINGLE STRUCTURE, -IBC EVERY DWELLING UNIT SHALL BE A TYPE B UNIT. NOT ALLOWED N/A < 3 FEET OPENINGS IN WALLS -RI 107.7.2 MULTISTORY UNITS: A MULTISTORY DWELLING UNITY WHICH IS NOT PROVIDED WITH ELEVATOR UNLIMITED 0 HOURS 3 FEET SERVICE IS NOT REQUIRED TO BE A TYPE B UNIT. DEFERRED SUBMITTALS: COMPLY W/ R302.4 < 3 FEET FIRE SPRINKLERS (DEFERRED SUBMITTAL UNDER SEPARATE PERMIT) PENETRATIONS ALL STRUCTURAL FOUNDATION PLANS WILL BE SUBMITTED AT INDIVIDUAL LOT SUBMITTALS. NONE REQUIRED 3 FEET Homes that do more. THRIVE HOME 8 U I L 0 E RS 1875 LAWRENCE STREET SURE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 .20 GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 Y U 0- I r— co 6 V) Q�1 2 C/7 O 0 LLJ J Q O N U cn U LLJ c/) 0 (� Z J � W _ CO � C) IQ LLJ ,,Q^ I _ v V) 100 C� C� CN Q P CONSTRUCTION S DOCUMENTS 3 ISSUE DATE 01.29.2020 3 i p8 3 CODE ANALYSIS 'sF q3 R V d E 6 PROJECT DIRECTORY ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER GoddenlSudlk Architecle Baselme Engi—.N Ei Studio17 kee Street 5975 S. Ouebee St, Suite 250 1950 Ford Street _ 0204 Cent -dial CO 80111 Golden, CO 80401 D.303,670. 42 303.455.4437 303.940.9966 Contact: Paul Brady Contact Noah Nemmem Contact Rosa Manwell OWNER LANDSCAPE ARCHITECT Thr'Ne Home Builders Redland 1875 Lawrence Street Suite 900 1500 Wert Canal Caurt De r, CO 80202 Lild tet, CO 80120 303.707.4439 720.283.6783 Cordae[ Eric Sung Corded, Susan Wada Homes that do more. THRIVE HOME 8 U I L 0 E RS 1875 LAWRENCE STREET SURE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 .20 GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 Y U 0- I r— co 6 V) Q�1 2 C/7 O 0 LLJ J Q O N U cn U LLJ c/) 0 (� Z J � W _ CO � C) IQ LLJ ,,Q^ I _ v V) 100 C� C� CN Q P CONSTRUCTION S DOCUMENTS 3 ISSUE DATE 01.29.2020 3 i p8 3 CODE ANALYSIS 'sF q3 R V d E 6 GENERAL NOTES 1. CODES HAVING JURISDICTION SHALL BE STRICTLY OBSERVED IN THE CONSTRUCTION OF ROOF NOTES 1. ALL ROOF TRUSSES TO BE DESIGNED AND FABRICATED UNDER THE SUPERVISION OFA COLORADO LICENSED STRUCTURAL ENGINEER. 2. PROVIDE ROOF VENTS AND/OR SOFFIT VENTS AS REQUIRED PER IRC. SEE ROOF VENT CALCULATIONS FOR "NET FREE AREA REQUIRED'. 3. CRICKET AND SADDLES SHALL BE INSTALLED IN REQUIRED LOCATIONS PER IRC. 4. INSTALL CONTINUOUS SOFFIT VENTS WITH OVERHANGS UNDER 24 INCHES AND SOLID FIRE SEPARATION NOTES DIRECTLY INTO A ROOM FOP SLEEPING 7 - �PRPOSES ENINGSSFHALL4A PRIVATE N0T BE PERMITTEDE OTHER OPEN NGS BETWEENDTHE GARAGE AND THE RESIDENCE SHALL BE EQUIPPED WITH ASELF-CLOSING, SELF -LATCHING SOLID WOOD DOOR NOT LESS THAN 1-3/8' IN THICKNESS, SOLID G, HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1-378" THICK, OR 20 -MINUTE FIR I RATED DOORS. (IRC) SHALL BE AND ITS SPACE 2. ESS THAN 5E8" TYPE T GYPSUM RBOARD APPLIED TO THEGARAGE SIDE. WHERE T HE NOT THE PROJECT ALL APPLICABLE STATE COUNTY AND CITY REQUIREMENTS REGARDING BUILDING ZONING ELECTRICAL MECHANICAL PLUMBING AND FIRE CODES SHALL BE VERIFIED BY THE SUBCONTRACTORS BEFORE COMMENCEMENT OF CONSTRUCTION ANY DISCREPANCIES BETWEEN THE CODE REQUIREMENT AND THE DRAWINGS SHALL BE REPORTED TO THE BUILDER IMMEDIATELY. 2. CONTACT THE BUILDER FOR CLARIFICATION OF ANY DISCREPANCIES AND/OR ERRORS SOFFIT BOARDS WITH UNDEREAVE VENTS WITH OVERHANGS OVER 24 INCHES. 5. ICE AND WATER SHIELD TO BE INSTALLED PER IRC & BUILDING SPECIFICATIONS. 6. VALLEYS: CENTER A 36' WIDE STRIP OF SELF -ADHERED ICE AND WATER SHIELD IN THE VALLEY. WRINKLES. SEPARATION IS A HORIZONTAL THE GYPSUM BOARD SHALL BE ATTACHED TO FRAMING MEMBER SPACED NO MORE THAN 76 INCHES ON CENTER AND THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5/8" TYPE W FOUND IN THE CONTRACT DOCUMENTS ANY CHANGES TO THE CONTRACT DOCUMENTS SHALL BE REVIEWED AND APPROVED BY THE BUILDER PRIOR TO ANY CONSTRUCTION 3. ALL PRODUCTS SHALL BE INSTALLED PER MANUFACTURERS INSTALLATION GUIDELINES ICE AND WATER SHIELD SHALL BE TIGHT IN THE VALLEY, WITHOUT CREASES OR GYPSUM BOARD OR EQUIVALENT. (IRC) AROUND STRUCTURAL ELEMENTS PROVIDE 5/8' AND/OR BUILDER DETAILS. CONTACT BUILDER WITH ANY DISCREPANCIES BETWEEN MFRS INSTALL ROOF UNDERLAYMENT TO THE ROOF AND OVERLAP ICE & WATER SHIELD STRIP BY 6" MINIMUM. INSTALL SHINGLES IN CLOSED OR WOVEN VALLEY PER SHINGLE MANUFACTURERS TYPE W GYPSUM BOARD - TAPE AND FINISH. DUCTS PENETRATING THE WAILS OR CEILINGS SEPARATING GUIDELINES AND BUILDER PROVIDED DETAILS PRIOR TO INSTALLATION. 4. CONTRACTOR AND APPLICABLE TRADES WORKING ON THE JOB SHALL CONSULT WITH AND SPECIFICATIONS 7. GENERAL UNDERLAYMENT REQUIREMENTS PER IRC AND ROOFING MANUFACTURER'S 3. DUCTS IN THE GARAGE AND THE DWELUNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE MATERIAL AND SHALL HAVE NO OPENINGS FOLLOW PREPARED SOILS REPORT RECOMMENDATIONS. (0.48 mm) SHEET STEEL OR OTHER APPROVED 5. SEE STRUCTURAL ENGINEERS SITE SPECIFIC FOUNDATION PLANS FOR FINAL CONSTRUCTION SPECIFICATION: 7.1. FOR 2:12 UP TO 4:12 ROOF, PROVIDE 2 LAYERS OF BUILDER APPROVED INTO THE GARAGE. ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE SPECIFICATIONS. 6. CONTRACTOR TO COORDINATE TOP OF FOUNDATION WALL ELEVATIONS WITH ENGINEER'S FOUNDATION UNDERLAYMENT. 7.2. FOR 4:12 AND GREATER, PROVIDE ONE LAYER OF BUILDER APPROVED UNDERLAYMENT. 4ENCLOSED . AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH i/2" GYPSUM BOARD. (IRC) DRAFT STOP AT FLOOR LEVELS, VERIFY CLEARANCE WITH INFORMATION INDICATED ON THESE DRAWINGS, STRUCTURAL 8. PROVIDE DOWNSPOUTS, PER BUILDER SPECIFICATIONS, W/ ADJUSTABLE EXTENDERS TO 5. AT MECHANICAL FLUES PROVIDE MECHANICAL ENGINEER AND LOCAL CODES - PLANS AND FINAL SITE GRADING. 7. PROVIDE POSITIVE DRAINAGE AWAY FROM FOUNDATION PER SOILS REPORT CARRY WATER MIN. 5'-0" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT OR APPLICABLE, REFER TO CIVIL DRAWINGS FOR LOCATION OF AND MANUFACTURER, 6. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED CODE TO BE FIRE -RESISTANCE RATED, 5/8" WOOD RECOMMENDATIONS OR A MINIMUM OF 10% AWAY FROM FOUNDATION FOR THE FIRST 10 PER LOCAL CODES. WHERE SHALL BE PROVIDED WITH A 172' GYPSUM WALLBOARD MEMBRANE, FEET. IMPERVIOUS SURFACES MAY BE SLOPE 2.5% MINIMUM AWAY FROM THE STRUCTURE CONNECTION TO THE STORM DRAIN SYSTEM. STRUCTURAL PANEL MEMBRANE OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FOR THE FIRST 10 FEET. OPENING NOTES FRAMING MEMBER. PENETRATIONS OR OPENINGS FOR DUCTS, VENTS, ELECTRICAL 8, PROVIDE DAMP PROOFING ON EXTERIOR FACE OF ALL FOUNDATION WALL PER BUILDER 1. PROVIDE TEMPERED GLAZING IN HAZARDOUS LOCATIONS PER IRC OUTLETS, LIGHTING, DEVICES, LUMINARIES, WIRES, SPEAKERS, DRAINAGE, PIPING AND SPECIFICATION. 2. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. 9. PER IRC, PROVIDE 4" MIN. GRAVEL BASE OR APPROVED EQUAL UNDER CONCRETE SLAB ON ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENINGS. EXCEPTIONS: GRADE WITH A 6" MIN. POLYETHYLENE OR APPROVED VAPOR BARRIER WITH JOINTS LAPPED 3. EGRESS WINDOWS (IRC): 6.1. FLOOR ASSEMBLIES PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM. NOT LESS THAN 6" BETWEEN GRAVEL BASE AND SLAB. 3.1. EGRESS WINDOWS TO HAVE A SILL HEIGHT Of 24" MINIMUM AND 44" MAXIMUM ABOVE 6.2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED FOR 10. PROVIDE MINIMUM CLEARANCES FOR ALL EXTERIOR WALL MATERIALS TO TOP OF GRADE PER LOCAL CODES OR A MINIMUM OF 8' (4" FOR MASONRY VENEERS). FINISHED FLOOR. SHALL HAVE A MINIMUM OF 5.7 SQUARE FEET OF OPEN AREA. GRADE FLOOR STORAGE OR FUEL -FIRED APPLIANCES. 6.3. AGGREGATE AREA OF THE UNPROTECTED PORTION DOES NOT EXCEED 80 S.F. & 11. ALL DIMENSIONS ARE TO FACE OF FOUNDATION OR ROUGH FACE OF STUDS UNLESS 3.2. OPENINGS SHALL HAVE A MINIMUM OF 5 SQUARE FEET OF NET OPEN AREA. FIREBLOCKING IS INSTALLED ALONG THE PERIMETER OF THE UNPROTECTED PORTION INDICATED OR NOTED OTHERWISE. ALL MASONRY DIMENSIONS INDICATED ARE NOMINAL 3.3. NET CLEAR HEIGHT SHALL BE 24" MINIMUM AND NET CLEAR WIDTH SHALL BE 20" TO SEPARATE THE AREA FROM THE REMAINDER OF THE FLOOR ASSEMBLY. DIMENSIONS. CONTACT THE BUILDER FOR CLARIFCATION WITH ANY DIMENSIONING ISSUES MINIMUM. 6.4. WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE OR CONFLICTS. DO NOT SCALE. 4. EGRESS WINDOW WELLS MUST ALLOW FULL OPERATION OF WINDOW, HAVE A MINIMUM LUMBER EQUAL TO OR GREATER THAN 2X10 NOMINAL DIMENSION, OR OTHER 12. THICKNESS OF INTERIOR WALL FRAMING IS 3 1/2" UNLESS NOTED OTHERWISE. CLEAR AREA OF 9 SQUARE FEET AND A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. 13. TYPICAL THICKNESS OF 2X6 EXTERIOR WALL FRAMING IS 5 1/2" UNLESS NOTED 36 INCHES. IF WINDOW WELL IS OVER 44 INCHES DEEP, PERMANENT STAIRS OR LADDER 7, PROVIDE FIRE -RATED EAVE PER DETAIL AS REQUIRED PER CODE - VERIFY W/ PLOT PLAN AND OTHERWISE. MUST BE PROVIDED WHICH DOES NOT PREVENT OPERATION OF THE WINDOW OR FIELD CONDITIONS. 14. DOOR & WINDOW CALLOUTS ARE GENERIC/NOMINAL DIMENSIONS. ACTUAL ROUGH ENCROACH MORE THAN 6 INCHES INTO THE CLEAR AREA. (IRC) OPENINGS PER MANUFACTURERS SPECS. 15. ALL ANGLES ARE 45' UNLESS NOTED OTHERWISE PLUMBING NOTES FIRE SPRINKLER NOTES 1. AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ONE- AND TWO- FAMILY 16. ALL DOOR & WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF R.O. UNO 1. VERIFY WITH LOCAL MUNICIPALITY & INSTALL WATER -HAMMER ARRESTORS AS NECESSARY TO DWELLINGS UNLESS EXEMPTED BY LOCAL MUNICIPALITY. 17. PLATFORM FRAME ALL WALLS TO UNDERSIDE OF BOTTOM CHORDS OF TRUSS OR JOIST. SERVICE LINES FOR WASHER BOX, DISHWASHER AND ICE -MAKER. WATER -HAMMER ARRESTORS 2. DESIGN & INSTALL AUTOMATIC FIRE SPRINKLER SYSTEMS PER IRC AND LOCAL CODES. 18. FRAMING CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ALL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION SUBCONTRACTORS TO DETERMINE THE LOCATION OF ALL FIXTURES, APPLIED TREATMENTS, INSTRUCTIONS. IECC 2012 COMPLIANCE NOTES EQUIPMENT, HARDWARE ITEMS, ETC., AND PROVIDE SOLID STRUCTURAL BLOCKING AND/OR 2. SUMP PIT & PUMP TO BE INSTALLED PER LOCAL CODES (IRC) AND SEALED WITH GAS-TIGHT SIMULATED PERFORMANCE ALTERNATIVE METHOD EXTRA FRAMING NECESSARY FOR SAFE AND SOUND ANCHORAGE AND/OR SUPPORT. REMOVABLE COVER. FIELD VERIFY LOCATION OF PIT. 1. INSULATION - SEE SCHEDULE. 19. PROVIDE VERTICAL AND HORIZONTAL FIREBLOCKING/DRAFTSTOPS PER LOCAL CODES ROOMS, LAUNDRY 3. PROVIDE COMBUSTION AIR PER SPECIFICATION AND LOCAL CODES (IRC) TO FURNACE AND 2. WINDOWS - LOW -E, U<0.30 MINIMUM. DISTRIBUTION, NATURAL GAS, 92.1 AFUE MINIMUM. 20. HABITABLE ROOMS, HALLWAYS, CORRIDORS, BATHROOMS, TOILET ROOMS AND BASEMENTS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. THE HOT WATER HEATER. WATER CLOSETS AND LAVATORIES SHALL BE SET 15" FROM ITS CENTER TO ANY SIDE WALL, 3. HEATING - FUEL -FIRED AIR 4. COOLING - OPTIONAL ELECTRIC AIR CONDITIONING UNIT, 13.0 SEER MINIMUM. REQUIRED HEIGHT SHALL BE MEASURED FROM THE FINISH FLOOR TO THE LOWEST 4. PARTITION OR VANITIES AND MAINTAIN 30" MINIMUM CENTER -TO -CENTER BETWEEN 5. WATER HEATING - TANKLESS HOT WATER SYSTEM WITH BUILT-IN RE -CIRCULATION PUMP. PROJECTION FROM THE CEILING. (IRC) 21. CEILINGS IN BASEMENTS WITHOUT HABITABLE SPACES MAY PROJECT TO WITHIN 6 FEET, 8 ADJACENT FIXTURES. 5. MAINTAIN 21" MINIMUM CLEARANCES IN FRONT OF WATER CLOSETS AND LAVATORIES. 0.97 EF. 6. PROGRAMMABLE THERMOSTAT STANDARD - ONE PER HEATING/COOLING SYSTEM. INCHES OF THE FINISHED FLOOR; AND BEAMS, GIRDERS, DUCTS OR OTHER OBSTRUCTIONS 7. DUCT SEALING - LESS THAN OR EQUAL TO 4 CFW 100 SF FOR 2 RETURNS & 6CFM FOR 3 MAY PROJECT TO WITHING 6 FEET, 4 INCHES OF THE FINISHED FLOOR. ( IRC ) 22. SHOWER AND TUB/SHOWER WALLS SHALL BE INSTALLED WITH BACKING PER BUILDER OF 6'-0" RADON MITIGATION NOTES 7. 3" MIN. VERTICAL VENT PIPE CONNECTED TO 3" MIN. UNDER SLAB PERFORATED PIPE IN 4" ROOF RETURNS 8. PER SECTION N1101.14 (R401.3) (MANDATORY), A PERMANENT CERTIFICATE SHALL BE DESIGN PROFESSIONAL AND POSTED ON A SPECIFICATION & FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT (IRC) PROVIDE RAIN CAPS AND FLASHING AS REQUIRED. MIN. GRAVEL BED (BY OTHERS) AND RUN THROUGH HOUSES CONDITION SPACE AND GUIDANCE DOCUMENT FOR RADON OR PER COMPLETED BY THE BUILDER OR REGISTERED IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM OR AN APPROVED 23. VENT ALL EXHAUST FANS TO EXTERIOR. 24. PROVIDE MECHANICAL VENTILATION PER CODE IN BATHROOMS CONTAINING A BATHTUB & FLASH ALL PENETRATIONS. INSTALL PER EPAS BUILDER'S GUIDE TO CODE CUMATES. WALL LOCATION INSIDE THE BUILDING. AND/OR SHOWER, WATER CLOSET COMPARTMENTS AND SIMILAR ROOMS 2. INSTALL 6 -MIL MIN. POLYETHYLENE VAPOR BARRIER OR EQUAL ON TOP OF 4" MIN. GRAVEL 9. TTR ARE AVERAGE MAXIMUM FENESTRATION U -FACTOR PERMITTED USING THAT DO, NOT HAVE ACCESS TO NATURAL VENTILATION. SED PRIOR TO CASTING THE�SLAB. IAP BARRIER 12" MIN. &FIT CLOSELY AROUND ANY PIPE TRADE-OFFS FROM SECTION N1102.5 SHALL BE 0.48 IN CLIMATE ZONES 4 TRADE-OFFS 25. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF OR OTHER PENETRATIONS. AND 5, AND 0.75 IN CLIMATE ZONES 4 THROUGH 8 FOR SKYLIGHTS. TREADS OR FLIGHT WITH FOUR OR MORE RISERS. (IRC) HANDRAIL HEIGHT, MEASURED 3. SEAL ALL PENETRATIONS IN SLAB WITH POLYURETHANE CAULK OR EQUIVALENT SEALANT PER 10. DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. VERTICALLY FROM THE SUPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE MFRS SPECS. 1 7. PER SECTION N 1104. NOT LESS THAN 75% OF THE LAMPS IN PERMANENTLY LLED OF RAMP SLIPE, SHALL BE NOT LESS THAN 34" AND NOT MORE THAN 38". (IRC) ALL REQUIRED 4. PROVIDE ELECTRICAL POWER IN THE ATTIC WITHIN 6' OF THE RADON VENT PIPE. RADON FAN OF SSH LAMPS OR NOT LESS THAN 75% OF THE LIGHTING FIXTURES SHALL BEH HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE FUGHT FROM A POINT PER SPECIFICATIONS &INSTALLED PER MFR'S SPECIFICATIONS. PERMANENTLY INSTALLED LIGHT FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. FIXTURES SH DIRECTLY ABOVE THE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE INSULATION SCHEDULE 12. CLASS 1, II III VAPOR RETARDERS ARE REQUIRED THE INTERIOR SIDE FRAM LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN FOUNDATION WALL -UNFINISHED ................................................ R-10 RIGID FOAM AT L B H WALLS IN CLIMATE ZONE 5. THE FOLLOWING SHALL BE DEEMED TO MEET THE CLASS LI NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A EXTERIOR FACE SPECIFIED: SPACE OF NOT LESS THAN 1 172' BETWEEN THE WALL AND HTE HANDRAILS. (IRC) THE 2x4 STUD WALL............................................................................... R. MIN. PER 12.1. CLASS III: LATEX OR ENAMEL PAINT, PER IRC HANDRAIL GRIP SIZE IS REQUIRED TO COMPLY WITH IRC. BUILDER SPECS 13. ALL IF APPLICABLE, ARE CONDITIONED. 26. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE 2X6 STUD WALL ............ ........ .......................... R-20 MIN. PER 14, SEE PROVIDED "PROJECTED" COMPLIANCE REPORT FROM ENERGY LOGIC. A FINAL PROVIDED "PROJECTED" FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES ................................. BUILDER SPECS "CONFIRMED" COMPLIANCE REPORT FROM ENERGY LOGIC SHALL BE PROVIDED PRIOR TO A OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOWR-50 ATTICMIN. PER CERTIFICATE Of OCCUPANCY. SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSE .............................................................................................. BUILDER SPECS OF THE TREADS. (IRC) 27. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERNS SPACED CANTILEVERED FLOORS.................................................................... BLOW FULL W/ PER BUILDER AIR SEALING NOTES 7 CORNING ENERGY COMPLETE ALL TOP PLATES ADJOINING AN ATTIC SPACE SUCH THAT A 4" SPHERE CANNOT PASS THROUGH (IRC) INSULATION SPECS , AND ALL SEAMS, GAPS AND CRACKS GARAGE SEPARATION WALL, INCLUDING O58 AND AT O 28. IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION, AN ATTIC ACCESS RIM JOISTS 2" CLOSED CELL IONS AT TOP PLATE, BOTTOM PLATETE AND CORNERS. JUNCTIONS OPENING SHALL BE PROVIDED TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET AND HAVE A ........................................................................................ SPRAY FOAM W/ 6-19 BATT 2. FOAM SEALANT AT SILLS, GAPS IN FRAMING, OUTLETS ON EXTERIOR WALLS, PENETRATIONS VERTICAL HEIGHT OF 30" OR GREATER. THE ROUGH -FRAMED OPENING SHALL NOT BE LESS GARAGE CEILING (OPTIONAL).......................................................... R-36 MIN. PER BUILDER AN INTO ATTIC. 2ND AND 3RD RIM (TOP AND BOTTOM) AND AT MAIN FLOOR THAN 22" X 30" AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE SPECS E CONCRETE WHERE SILL PLATE MEETS THE CONCRETE FOUNDATION. LOCATION. A 30" MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE 2x4 GARAGE WALL (OPTIONAL)......................................................... R-73 MIN. PER BUILDER 3. ALL WINDOW & DOOR FRAMES WALL BE SEALED WITH A CONTINUOUS BEAD OF PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING. SEE IMC FOR ACCESS SPECS NON -EXPANDING FOAM (DOW GREAT STUFF OR EQUIVALENT). REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. (IRC) 2x6 GARAGE WALL (OPTIONAL)_.. ................................................... R-20 MIN. PER BUILDER 29. PROVIDE WALL AND ROOF FLASHING AT LOCATIONS PER MANUFACTURER'S SPECIFICS, IRC SPECS AND LOCAL CODES. INSTALL PER BEST PRACTICES, MANUFACTURER'S GUIDELINES OR PER BUILDER SPECIFICATIONS. CONSULT BUILDER PRIOR TO INSTALL REGARDING ANY QUESTIONS OR CONFLICTS. 30. OPENINGS AT ELECTRICAL BOXES AND OTHER SIMILAR BOXES EMPLOYING A FLUSH TYPE COVER OR FACEPLATE SHALL BE MADE SO THAT THERE ARE NO GAPS GREATER THAN 1 /8" AROUND THE EDGE OF THE BOX (REPAIR AS NEEDED) 31. VERIFY ALL LOCATIONS, SPANS AND SPACING OF BEAMS, BEARING WALLS, POINT LOADS, JOISTS, RAFTERS AND TRUSSES WITH STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS. -comes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE 5TREET su TE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAx: 303.348.1384 (t GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 Y OO J r -- co 6 V) 0- 2 F- 00 LU U N O `' ou U Ld �O Z 1 o LU m E2 Q E Q (Q� >_ V F- O O ♦� CONSTRUCTION DOCUMENTS IssIIFn TE 01.293020 GENERAL NOTES G2 UNIT Y4 -E urvl I 1 1-Im LOT 8 LOT 7 LOT 11a LOT 10a LOT 9a � BLDG 6A -LOWER LEVEL PLAN GA FILE NO, RC WOOD TRUSSES. GYYJum1 2602 GENERIC BASE LAYER; 8A1" TYPE X GYPSUM WALLBOARD AFREO AT RIGHT ANGLES TO WOOD ROOF TRUSSES 24"OC. WITH 1 —TYRE W OR S DRYWALL SCREWS AT -OC. FACE LAYER: 6IB"TYPE %GYP6UM WALLHOARDOR GYPSUM VENEER BASE MPIJED AT RK,Ht ANDLES TO TRUSSES WITH t ]A"IVPE W OR , DRYWALL SCREWS AT 17' O C. AT JOINTS ANO NTERMEOIATE TRUSSES PND 1172"TYPE O DRYWALL SCREWS AT 12' O.L. PLPCED TBACK W EITHER 610E OF ENDJOIMB. JOINTS OFFSET 14'FROM EASE LAVER ,MOMS. WOODTRUSSES9UPPORTNG1 WOODSTRLC PANEL, ARPLED AT RIGHT ANGLES TOTRUSSES YATH 6ONMLS. APPROPRIATE ROOF COVERNG CEIU-PROVDES CNE HOJR FlRE RESI6TMICE PROTECTIONFOR TRUSSES. TYPE -O PLOT PLAN NOTES 99 LOT 6 TOF • 211 GARAGE SLAB • 20.4 GRADE BEA. -20- (212-4 - •20- (212-20.4. X -12.17-C-141 •FROST DEPTH MUST BE MAINTAINED POUR T CURB ALONG SIDE OF WINE TO PROVIDE POSITIVE D " I " N G LOT 7 TOF•212 • GARAGE SLAB • 20A GRADE BEAM -14• (21.2- 20.4• D.08'12=1O—Nj 'FROST DEPTH MUST BE MAINTAINED LOT B TOP - 212 • GA RAGE SLAB• 20.4 GRADE BEAM =14• (21.2-20.4-0.0,"12- ITIC• 14') 'FROST DEPTH MUST BE MAINTAINED LOT Sa TOP - 21.9 GARAGE SLAB -n.7 GRADE BEAM • 18• (21.9-20.7-01.2'12= 14'. 4-=1S') DEPTH MUST BE MAINTAINED LOT 10a TOP = 21.9 GARAGE SLAB - 20.7 • GRADE BEAM= 18 (21.9-20.7=012"12=14" 4•=181 'FROST DEPTH MUST BE MAINTAINED LOT 11a TOF = 22.6 GANAGESLAB=20.7 GRADE BEAM =18' (22.6-20.7=01.9' 12=2"-P=2n "FROST DEPTH MUST BE MAINTAINED BLOCK 2 LOTS 6-8 - BLOCK 2a LOTS Sa-11a BUIL— TYPE 6A LOT ADDRESS 6 7830 WEST 43RD CIRCLE 7 7834 WEST 43RD CIRCLE 8 7838 WEST 43RD CIRCLE 78 42 WEST 43RD CIRCLE F.9a 7846 WEST 43RD CIRCLE 7850 WEST43RD CIRCLE O 1 HOUR FIRE 1000' -- PROPRIETARY' TWO DYERS t"X24"PRCPRETARY (NOSTURE RESISTANn TYPE % GYPS PANN . WITHTSTEEH STUDS�SETWE�EN¢ODJACEM AIRS OF OYPSUMAND CEIUNG NNERS PANELS. (NAB, COMPONENT, PMJSADJACEM FR Y I4G 1INOICAtEO B EEOASHED LINES N SRETOHL V WITH GYPSUM WPAU.SCARD EACH SIX SYSTEM AND 8 IRREGLASS FIBER IN STUD SPACE ON BOTH SEES. APPROX. CEILING WEIGHT SPSF RETEST FM FC In 2-2172, R6. B4t9B -PROPRIETARY GYPSUM BOARD AMERICANG—MCOMPANY 1"SHAFT LNER DEN,HIELD SHMTLINER1�mI5 MM GUARRD BOARD H STUDS 2 HOUR FIF WTO 64 STC SOUND THIC%NE,S'. 81? (FRE) ,Y�SiYR19R APPROX WEIGM 9.6 PSI YY "�Q• FRE TESTUL R6937 (R141") TA UL DES—..S 1 SOUND TEST RALTLOS149, 7-1— TYPE - <g> .13-06TYPE-O Homes That do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX 303.348.1384 (P-7�) GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 U a 0— I r---- m E 00 LU V CNa O J cQ~nO LL Z 1 o LU CO faf Q CO UJ Q = (� `O cn O0 C' CONSTRUCTION DOCUMENTS 5 b-PLEX-A LOWER LEVEL BLDG PLAN A1.01 UNIT Y4 -E UNIT Y1 -IA UNIT Y1 -IA UNIT Y2 -IA UNIT Y1 -IA UNIT Y2 -E LOT 11a LOT 10a LOT 9a LOT 8 LOT 7 LOT 6 � BLDG 6A -MAIN LEVEL PLAN GA FILE NO'RCTa V D TRUSSES, —MUM WALLBOARD IHOUR FIRE 2602 PANEIb. (Ma) GENERIC FASELAYER.S6-TYPEXGYPSUMWADBOARD APPLED AT RIGHT ANGLES TO WOOD ROOF TRUSSES 24-0.C. W 1 I—— =oTjA COMFO ENTS AND ADJACENT FRAMING RNDCATED BY DASHED LINES DRYWALL SCREWS AT 24.O.C. FACE LAYER. 5IB-TYPE X GYPSUM WAU9CMROOR GYP6UY VENEER BASE PPPUED AT RIGHT MJGIESTOTRU66E6 WRM 17R -TYPE W OR S DRYWALL SCREWS AT 12' O.C. AT JgMS MID NIERMEDIATE TRUSSES AND11/C'TYFEGDRYWALL SCREWS AT t2' O.C.PIACED1BACKON -- ERHERSIOEDFENDJOWTS,J SC l$8 21FROMBASEUYER =_ JOINTS. WOODTRUSSESSUPPORTMG WOODSTRUCTURALPANELS STUD SPACE di BptH SgEs. APPLIED AT RIGHT ANGLES TOTRUSSESIS'11H 5D NAILS. APPROPRIATE ROOF COVERING THICKNESS CERING FROVDE6 ONE HOUR FRE RESISTANCE PROTECTION FCR TRUSSES. APPROX. CELNG WEIGHT 5FBI AMERICANGYPSUMCOMPANY 1"SHAFT LINER RE TEST FM FC 172.2-2572, RS. &69B TYPE -<�> 9i PLOT PLAN NOTES BLOCI( 2 LOTS 6b- BLOCK 2a LOTS 9x-114 PLOT PUN ISSUE DATE: D1I1 N2019 (REVISION 10: 01!2]!2020) NOR TOR -213 GARAGE SUB • 20A GRADE BEAM • 20' (213 Saki• 0.06' 12. E MAJN • I 'FROST DEPTHMUST BE MMNTMNENED POUR 3' CURB ALONG SIDE OF DRIVE TO PROVIDE PDSIRVE GRAINING LUTITOF•21.2 GARAGE SUS - 20.4 • GRADE BEAM - 14- (21.2. NA - DOB' 12 • IT a d' . 14-) 'FROST DEPTH MUST BE MAINTAINED 6 3 GARAG GUB-20.d • GRADERADE BEBEAM -14' (212-20.4-DOB'12-10•♦P=14� 'FROST DEPTH MUST BE MAINTAINED LOT 9a TOF=219 GRACE BEA.-IT.7 GRADE BEAM =18' (21, BFROST0.]-01.2• 12 MUST BE a NTAJ. 'FROST DEPTH MJST BE M4INTMNED LOT 10a TOR = 21.9 GARAGE SLAB = 2D.7 GRADE BEAM =18 (21.9 -20.7=G1.2 -12=14'x4'=18) 'FROST DEPTH MUST BE MAINTAINED LOT 11a TOF = 22.6 GARAGESLAB=20.7 GRADE BEAM =18- (22.6-20.7=01,9.12=23-.P=2n 'FROST DEPTH MUST BE MAINTAINED BLOCK 2 LOTS 6-8 - BLOCK 2a, LOTS 9aA 1A BUILDING TYPE SA LOT ADDRESS 6 7830 WEST 43RD CIRCLE 7 7834 WEST 43RD CIRCLE 8 7838 WEST 43RD CIRCLE 9a 7842 WEST 43RD CIRCLE 10a 7846 WEST 43RD CIRCLE 11a 7850 WEST 43RD CIRCLE H STUDS 2 NOUR FIRE 60 T064 STC SOUND WRHYS ELHSTUDSBETWEENADJACENTPARSOFGYPSUM PANEIb. (Ma) A&EIANMNLI AR SPACE MUST BE ED BETWEEN STEEL =oTjA COMFO ENTS AND ADJACENT FRAMING RNDCATED BY DASHED LINES N SKETCM 6W NDTESTED WRH 2X4 STUD WALL FACED WRH 1/1' REGULAR GYPSUM WALLBOARD EACH SIDE OF SYSTEM AND 31? GLASS FIBER N 77' STUD SPACE di BptH SgEs. 'PROPRIETARY GYPSUM BOARD THICKNESS 3UT(FRE) APPROX WEIGHT'. 9.SRSF AMERICANGYPSUMCOMPANY 1"SHAFT LINER FRE TEST L2 R.171-1.). DENSHtEtD SHAFTIYJER 1"SLLENTGUARD GYPSUM INE. 04NK19 4,162&04 UL DESIGN U375 BOARD —..TEST RPL TLOSI4R, ]-13-05 TYPE-© Homes that do more. THRIVE HOME B U I L D E RS 1875 LAWRENCE STREET SURE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX 303.348.1384 GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 U a O— J r -- 00 --m 6 V) 011 00 LU CN J 0 V O c� 7 1 o LU m r-1 Q O° E Q Q �' O0 CN CONSTRUCTION DOCUMENTS ISSUE DATE 01.29.2020 sz S 6-PLEX-A MAIN L EL BLDG PLAN v A1.10 UNIT Y4 -E UNIT Y1 -IA UNIT Y1 -IA UNIT Y2 -IA UNIT Y1 -IA UNIT Y2 -E LOT 11a LOT 10a LOT 9a LOT 8 LOT 7 LOT 6 � BLDG 6A -UPPER LEVEL PLAN GA FILE NO. RC y WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 ADDRESS GENERK: GEN 7830 WEST 43RD CIRCLE BASE LAYER. SB"TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT -__ ANGLES TO WOCO ROOF TRUBBES 24 OC. WITH VP TYPE W ORS 7838 WEST 43RD CIRCLE DRYWALL SCREWS AT 24'O.C. 7842 WEST 43RD CIRCLE FACE LAYER. SA)'TYGE X GYPSUM WALLBOARD OR GYPSUM VENEER GT..TO 7846 WEST 43RD CIRCLE BASE APP LIED AT 17.H TRUSSES WRH1>A"TYFEWORB DRYWALL SCREWS AT 1TO.C. AT AMR. AND NTERMEDIATE TRUSSES 1 7850 WEST 43RD CIRCLE AND11(C'TYPEGOR-WA RE ATITO.C.PLACEDTBACKON ERHERSIDEOFENDJO S.I SO 024'FROMBABELAYER -- -- AN03. WOOEDATRIIORT ORTNGI2'WOOD STRUCTURAL PANELS AFPLED AT RNiFIT ANGLES TOTRUSSES WIIN BD NAIb. APPROPRIATE ROOF COVERING. CEILING PROVIDES ONE NOUN FRE RESISTANCE PFOTECTgN FOR TR -SEB. APPROX. GELNG WEIGHT 5RSF FIRE TEST FM FC 172, 2.25.72. ITS,B -% TYPE ONM PLOT PLAN NOTES PLOT PIANISSUE W1 e: 0111v4V1> OLEVISION IO: OM7M20) LOT 6 TOP • 21.2 GARAGE"'_.^ = 20A GRADE BEAM • W (21.2-20A- 0.08' 12. 10'4P• 141 'FROST DEPTH MUST BE MAINTAINED POURS CURB ALONG SIDE OF DINE TO PROVIDE POSITNE DRAIMNG LOT7 TOP - 21.2 GARAGESLAB•20.4 GRADE BEAM • 14' (212-20.4. 0.08'12. 1P+P=141 'FROST DEPTH MUST BE MAINTAINED LO B TOP - 21.2 GARAGE SIuk- 20.4 • GRADE BEAM =14' (21.2-20.4=0.06'12.10'�P=141 'FROST DEPTH MUST BE MAINTAINED LO -T9. OF=21.9 GARAGE SIAB = 20.7 GRADE BEAM =18' (21.9-20.7-01 2' 12= 14' � A'- 18) 'FROST DEPTH MUST BE MAINTAINED LOT 10. TDF=21.9 GARAGE SLAB - 20.7 GRADE BEAM =18 (21.9-20.7=01.2-12=14'11=181 'FROST DEPTH MUST BE MAINTAINED LOT - TOF=2- G RAGESI-A-20.7 2.6GARAGESLAB=20.7 GRADE BEAM -1T (22.5-20.7=01.9'12=23-a 4'•27) 'FROST DEPTH MUST BE MAINTAINED r GA FILE NO. ASW GYPSUM WALLBOARD. BUILDING TYPE SA LOT ADDRESS 6 7830 WEST 43RD CIRCLE 7 7834 WEST 43RD CIRCLE 8 7838 WEST 43RD CIRCLE 9a 7842 WEST 43RD CIRCLE 10a 7846 WEST 43RD CIRCLE 11a 1 7850 WEST 43RD CIRCLE r GA FILE NO. ASW GYPSUM WALLBOARD. STEEL HSTUDS 2H. -FIRE 1004 60 TO 64 BTC PROPRIETARY' SOUND TWOLAYERS 1-X 2PFRCFRETARY (MOISTURE RESISTANT)TYRE X 1"SHAFT LMER S-BBETYYEENADJACE��6 WITHT6TEEHI RSOFGYPSUM PANELS. (NLB) Lz�� A Y4MNW UM AR SPACE MUST BE MAINTAINED BETWEEN STEEL OWKt8014.10.28-04, UL GESIGN U375 WMPONENT6 AND ADJACENT -MND INDICATED BY -ED UNES BOARD N SKETCH). SOIND TESTED WIT 2X4 STUD WALL FACED WITH 1?' REGULAR 77 GYPSUM WALLBOARD EACH SNE OF BYSTEM AND 31?' GLASS FIBER N STUD SPACE ON BGTN SIDES. 'PROPRIETARY GYPSUM BOARD THICKNESS', 31/T'IFRE) 1t APPROX WE GRT'. 9.5 PSF AMERICANGYRSUMCOMPANI' 1"SHAFT LMER RETEST'. UL R6%7(R141RB). OENSHELD SHAFTUNER 1"'NT U. GYPSUM LINER OWKt8014.10.28-04, UL GESIGN U375 BOARD SOUNOTEST RAL TLOS149.7.13-05 TYPE -OC Homes that do more THRIVE HOME BU I L D E R S 1875 LAWRENCE STREET SURE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX 303.348.1384 (910 GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudlk.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 Y U a O T- I r -- co E C!� O�- = C� D O LUU CNN J ` , O V �O 0 Z 1 0 W CO af LQ III Q I _ O0 ,5� CONSTRUCTION DOCUMENTS ISSUE DATE 01.29.2020 b-PLEX-A UPPER EVEL BLDG PLAN C A1.20 -s° a� UNE OF SOFFIT VENTS RE. ROOF CALCS, TYP. FACE OF $TDD BELOW. TYP. ROOFVEN M,REROOF CALCS.CCORD1 TE LOCATION WITH PLACEMENTOF SOUR PANELS. TYP. ASPHALT SHINGLE ROOFING PER BUILDER, TW. BLOCK 2 LOTS 6-8 -BLOCK 24. LOTS 92-118 I I BUILDING TYPE GA LOT ADDRESS 6 7830 WEST 43RD CIRCLE 7 7834 WEST 43RD CIRCLE 8 7838 WEST 43RD CIRCLE 9a 7842 WEST 43RD CIRCLE 10a 7846 WEST 43RD CIRCLE 11a 7850 WEST 43RD CIRCLE 4'41 I PLOT PLAN NOTES (REVISION 10:01(27 Lor a TOP - 212 GARAGE SUB -20.d GRADE BEAM - 2O 1112-X4-o.De• 12.10•. r -,dT •FROST DEPTH MIDST BE MAINTAINED POUR T CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE OIAINNG LO -212 GARAGE SLAB • 20.4 GRADE BEAM • 1r MOST (4.O.m•ST 1O+r•141 MOST DEPTH MUST BE HMMAOED LOW • 213 • GARAGESUB-20.4 GRADE SEAM -1r (212-"A•OA6•12- 17 14) MOST DEPTH MUST BE MAINTAINED OEM TOF - 21.8 GARAGESLA11-20.7 GRADE BEAM=18' (d.8-20.7-012.12 • tr• t=187 'FROSTDEPIH MAT BE MAINTAINED LOT 10. TOF=21.9 GARAGE SLAB =20.7 GRADE BEAM:18 (219-20.7.012 • 12=trap=,8� •FROST DEPTH MUSTSE MAMAINED OL T11a TOF.22.6 GARAGE SLAB -M.7 GRADE BVkM - Ir (22.6-2117-0"-12-2-r-27`) MOST OEM MAST BE MAINTAINED AREA INDICATES COMPLIANCE Wl In Al R3w.22 EXCEPTION -IN UEU OF PARAPET WAIS THE ROOF SHEATHING IS NOTED AS BEING FIRE RETARDANT TREATED WOOD FOR A MNMUM OF 4 FEET FROM THE PROPERTY UDE WHICH DOES NOT ALLOW FOR PENETRATION$ OF VENTS AID MAKES UNEINfICATESSOPFITVENTS APPROXIMATE STALLTION AREA AVAILABLE FOR 1 VARIES PER SOLARPANELS. LOCATION I VARIER PER SITE MENTATION. TE I CONTRACTORTOCOORDINATE DET AIN. AND L U REOUREMENTS OF INSTALLATION. TYP. ROOF VENTING CALCULATIONS Y`14 ROOF TOTAL ROOF AREA. 638 SO. FT. -81,8721M REOUREDVENTILATION: YJ380. W7 INP NET FREE AREA VENRIATIONPROVIDED: ATR0OF:3VEN7S0511M•1531M (49%) ATEAVE 16UKARFEET@101M-IWIM TOTALPROVIDED3131M Yx£ TEND IIMTI ROOF: TOTAL ROOF AREA •803 SO. FT. • 115.6321M RWIRED VE XIPFNET F R.EE AREA VENTIATIONPROVIDD AT ROOF: 3 VENTS @ S, IM • 0INP - AT EAVE: 25 LINEAR FEET @ ,O IM • 2501M TOTAL PROVIDED'd03INP TOT FAREA- 743 SW. FT. - 1W.8821M REQUIRED VENTILATION: X 1•3571MNETFREEAREA VENTILATIONPROVIDED: AT ROOF: 3 VENTS @ 511M • 1531M (43* AT EAVE: 21 LINEAR FEET @ tO IM - 2101M TOTAL PROVIDED' M INP Y{ ROOF: TOTAL ROOF AREA •821 SD. FT. -132.6241M REQUITED VENTILATION: XD •4431MNETFREE AREA VENIIUTIOPROVIDED: AT ROOF:: 4VIEWS ARFEEM-2041M .Ii,P AT EAVE: 24LINEAR FEET @ t01M = 2401M TOTAL PRONGED: 4441M ROOF VENTING NOTES 20121NTERNATONAL RESIDENTIAL CODE REFER TO GENERAL ROOF NOTES FOR ADDITIONAL INORIMTION NOT bHOWN OR NOlE00NPUN5. VENTILATION REOURED: ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO TIE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST IK ENTRANCE DF RAN OR SNOW. VENTILATION OPENINGS SPALL HAVE A LEAST DIMENSION OF 1118• MN. AND 1I,IMM. VENTILATION OPENINGS HAVING A LEAST DIMENSION URGER THAN 1M• STALL BE PROVIDED WITH CORRO,SIONRESISTANTMARE CLOTH SCREENING OR IAL W SIMILAR MATERI OPENINGS HAVING A LEAST DIMENSWN OF LAW MN. AND 110 MAX. PER 20, 2In SECTION 8806.1, MINIMUM VENT AREA' THE MMMUMI NET FREE VENi1LATING AREA SHALL BE 1I150OF THE AREA OF TIE VENTED SPACE. REDUCTION GF THE MINIMUM NET FREE VENTILATING AREA TO 1130015 PERMITTED PROVIOEO TWAT AT LEAST 40%AND NOT MME THAN 50%OF THE REQUIRED VENnUTNG AREA IS PRONGED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. ULA UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT GF THE SPACE, MEASURED VERTICALLY, Wm,THE GM_A C GPTHEREQUREDVENMunCN PROVIDED BY NAVE OR CORNICE VENTS, PER 20121RC SECTION RIKE2. M NTAND INSULATION CLEARH ;ROOF VENT LOCATONNS i0 BE COORDIRAIED WTM TRUSSES SO AS NOT TO BLOCK THE FREE FLOW OF AR ANJ REOUGE THE NET FREE AREA. WHERE EAVE OR CORNICE VENTS ARE INSTALLED. INSULATION SHALLNOT BLOCK 7HE FREE ROW OF AR. A MINIMUM OF A V SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AM THE ROOF SHEATHING AT THE LOCATION OF THE VENT PER 2012IRC SECTION R806.3. LIMIT ROOFVENT$TOND ACRE THANTWOOPEGS IN FER ROOF SHEATHINGPANELTHE SAME TOSSES. GS IN THE SANE PANEL BETWEEN TIE SAME TRIUSSES. UNVEMMD ATTIC ANO LINJENTED ENCLOSED RAFTER ASSEMBLIES PERMTTED PER 2012 In SECTION 8806.5. 'E%AYi'. I • I\ - I11 UNIT Y4 -E UNIT Y14A UNIT Y1 -IA LOT Ila LOT 10a LOT 9a UNIT Y2 -IA LOT 8 UNIT Y1 -IA LOT 7 UNIT Y2 -E LOT 6 N BLDG 6A ROOF PLAN AREA SEPARATION WAI GA FILE NO. RC WOODTRUSSES, GYPSUM 2602 GENERIC BASE LIVER: YB"WE TXGYP6UM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD ROOF TRUSSES 2r O.C. WITH 11M"T WE W OR S DRYWALL SCREWS AT 2r O.C. FACE LAYER: SIfi"TWE %GYPSUM WALIBOMD ORGYFSUM VENEER 6,46E APPLIED AT RIGA ANGLES TO TRUSSES WITH 1111 WE W OR S DRYWALL SCREWS AT 11 O.C. AT JOWTS AND NTEREDIAE MUSSES AND I iMTYPE O DRYWALL SCREWS AT 110.0. PLACED Y BACK ON ERNER SIDE OF END JOINTS. ,IONTS OFFSET xr FROM BASE LIVER JOINTS. WOOD TRUSSES SUPPORTING JM WOOD STRUCTURAL PANELS APPLED AT RIGHT ANGLES TO TRUSSES KIM SO -MMS. APPROPRATERODFOUMPNG. COUNG W'CES ONE HOUR FRE RESISTANCE PROTECTION FOR TRUSSO5 TYPE - <S>jM APPROX. COUNG WEGHT IMF FIRE RE TEST FM FC 17x.2.572. ITS, &ALPS GA FILE NO. ASW GYPSUM ,-X 2r PROFRETARY IM06TURE RESISTANT) TYPE X ELB ERERTE� R,TWED,I Z' FLOOR AND CEILINGWEEN A�UACENT PARS OF RUNNERS PANELS. NAB) A Lr MNMUM AR SPACE MUST BE MAINTAINED BETWEEN STEEL COMPONENTS ANDA PCERT FRAMING 0MGAMD BY DASHED LINES .SKETCH). SOJNDTE3IED WITH 2X4 STUDGWACED WITH - REGULMt OF SYSSTEM AID31? GLABS FIBER N ROOF PLAN NOTES MI 2 INTERNATIONAL RESIDENTIAL CODE REFER TO GENERAL ROTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PUNS, ALL OVERHANGS ARE MEASURED HORIZONTALLY MGM FACE OF FRAME TO END OF TRIISSIRAFIER. RE: DETAILS. ALL SOFFITS ARE TO BE FLAT. U.NO. ALL TRUSSES TO BE FABRICATED AND DESIGNED UNDER THE SUPERVISION OF A COLORADO LICENSED STRINCTURALENGINEER. ALL OVERFRAMNG TO BEAR DIRECTLY ON TRUSSES OR OVER SOLID. IMMEDIATE BLOCKING BETWEEN TRUSSES. PROVIDE CUTOUTS IN AREAS OF OVERFRAMNG TO CONNECT ROOF AREAS. PROVIDE ROOF VENTS AND I OR SOFFIT VENTS TO PROVIDE ATTIC VENTIUTION AS REWIRED PER 2012 In SECTION ROOS. RE: ROOF VENTING NOTES AND CALCULATIONS. THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE WALL. FLOOR, OR COUNG ASSEMBLY SHALL BE SEALED PER 20, 2 i SECTION P2906. WHERE APPLICABLE. PENETRATIONS IN FIRE -RATED ASSENBUES SHALL BE SEALED IN ACCORDANCE WITH THE REOUREMENTS O THE IRC. WATERPROOFING OF OPENINGS AT THE ROOF. AROUND VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE WATER TIGHT PER N12 In SECTION P2W7, PIPES AND VENTS SHALL BE PAINTED TO MATCH ADNACENTMAMRALS. ROOF ASSEMBUES PER "12 In CHAPTER 4 ROOF ASSEMBLIES SHALL PROVIDE A WEATHER RESISTANT ROOF SYSTEM AID SHALL INCLUDE WEATHER REOTECTION PER NJ? I C SECTION RIGS AND ROOF COVERINGS PER SECTION 8905. RE: FLASHING DETAILS FOR ADOITIONAL INFORMATION. CRICKETS AND SADDLES SHALL BE INSTALLED AT THE REQUIRED LOCATIONS PER W12 In SECTION 890322. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. PROVIDE APPROPRIATE UNDERLAYMENT AS APPLICABLE TO THE CRICKET OR SADDLE SLOPE. LOvv ELOPE ROOFS -ASPHALT SNNG�F 4' ASPHALT SHINGLE$$HALL R. BE USEOON ROOF SLOPES OF 2:12 OR GREATER. DOUBLE FROM 2 12 TO UE $WALL BE PROVIDED 2I ROOF SLOPES FROM 2:12 TO NESS 11AN 4:12. PER 2012 In SECTION 8905.2.2. AN ICE BARRIER SHALL BE INSTALLED AT EAVES. EXTENDING FROM THE LOWEST EDGE TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR WALL PER 3012 IRC SECTION 8805" .7.1 OR AS REQUIRED BY LOCAL AMENDMENTS. ROOF DRAINAGE PER 20 21RC SECTION 8801 3' SIZE OF GUTTER$. DOVJNSPOlITS. AND SCUPPERS PER BUILDERS SPECIFICATION AND MANUFACTURER'S REQUIREMENTS BASED ON THE RAINEAL RATE AND CALCULATED AREA BEING DRAINED. WHERE APPLICABLE, SECONDARY DRAINS OR SCUPPERS SHALL BE PROVIDED PER SECTION R903.4.1. SCUPPERS 8 DOWNSPOUTS ARE TO BE FIELD VERIFIED FOR LOCATION BY BUILDER DOWNSPOUTS TO HAVE AD VSTABLE EXTENDERS TO CARRY WATER MIN. 51 AWAY FROM BUILDING OR AS RECOMMENDED 81 SCILS REPORT, OR, VMERE APPLICABLE. CONNECT DIRECTLY TO THE STORM DRAIN SYSTEM REFER TO CIVIL DRAWINGS FOR DETAILS AND LOCATIONS. H STUDS 2 HOUR FIF W TO 64 STC SOUND •PROPRETARYGYPSUM BOARD I I THGIWE$S. 31Y TRE) 1, _I-1 1 I APPROXVEGM. 8.5 PO 1 I FRE TEST'. UL R68311R11198I MNSHIEW SFAFTLOIER GUARGYPSUM INER D 11.11.14, 10.2&0,4 ITL DESGH.375 BOARG XWD TEST RAL TLGS1d97.13-05 o .-..-.•• ---------------------------- ..•..••..•.•....•• ______ ______ _ .............................. •:•- ._._._.___ ________________ ......................................... _______ _ _________________________________ • r -----O__________ I ------------------------ - -__ .•. __----------__---_--_-_ o ______ ------ _ -----N -------- , T - E H. L L�T I- 1 DWELLING UNIT SRATIO WALL SHALL 1 Y s 40 - FOUNDATION TO CONTIINUOU3 FROM THE O TRE I d31? 1 UNDERSIDE OF THE ROOF SHEATING.TYP_PEBIRC } g-,• 2-i _ _ -3-1 I � 1 nl I 2012R3 .2.1-CONTINUTY ^ I n 1 O I. FACE OF STUD BELOW. TYP. 1 ( ❑ ❑ I T O ❑ Y _ O ❑ L1 L1� _ ----- - El 4:12 ® ❑ i1 ❑ ❑ l'1 ❑ ❑ 1 HY.612• S'-9112' SA 10• 5-1- 14'61Q• I 112 - ,H1c« 1x 3:12 It•J• I 6VERFRAMED I,'J- , ,H. POOP CRICKET 2:12 SLOPE 1J�.� I • • 'll I 1 I ' J i I R t 1 I I _ F H -� t L_____ ___ ________it� L . _____ _T = _ __ __1__ i _ _ Y o_ _ - � 4 =O __ ___ __ T _____ O T ORI T = O O _ ' _ 'E%AYi'. I • I\ - I11 UNIT Y4 -E UNIT Y14A UNIT Y1 -IA LOT Ila LOT 10a LOT 9a UNIT Y2 -IA LOT 8 UNIT Y1 -IA LOT 7 UNIT Y2 -E LOT 6 N BLDG 6A ROOF PLAN AREA SEPARATION WAI GA FILE NO. RC WOODTRUSSES, GYPSUM 2602 GENERIC BASE LIVER: YB"WE TXGYP6UM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD ROOF TRUSSES 2r O.C. WITH 11M"T WE W OR S DRYWALL SCREWS AT 2r O.C. FACE LAYER: SIfi"TWE %GYPSUM WALIBOMD ORGYFSUM VENEER 6,46E APPLIED AT RIGA ANGLES TO TRUSSES WITH 1111 WE W OR S DRYWALL SCREWS AT 11 O.C. AT JOWTS AND NTEREDIAE MUSSES AND I iMTYPE O DRYWALL SCREWS AT 110.0. PLACED Y BACK ON ERNER SIDE OF END JOINTS. ,IONTS OFFSET xr FROM BASE LIVER JOINTS. WOOD TRUSSES SUPPORTING JM WOOD STRUCTURAL PANELS APPLED AT RIGHT ANGLES TO TRUSSES KIM SO -MMS. APPROPRATERODFOUMPNG. COUNG W'CES ONE HOUR FRE RESISTANCE PROTECTION FOR TRUSSO5 TYPE - <S>jM APPROX. COUNG WEGHT IMF FIRE RE TEST FM FC 17x.2.572. ITS, &ALPS GA FILE NO. ASW GYPSUM ,-X 2r PROFRETARY IM06TURE RESISTANT) TYPE X ELB ERERTE� R,TWED,I Z' FLOOR AND CEILINGWEEN A�UACENT PARS OF RUNNERS PANELS. NAB) A Lr MNMUM AR SPACE MUST BE MAINTAINED BETWEEN STEEL COMPONENTS ANDA PCERT FRAMING 0MGAMD BY DASHED LINES .SKETCH). SOJNDTE3IED WITH 2X4 STUDGWACED WITH - REGULMt OF SYSSTEM AID31? GLABS FIBER N ROOF PLAN NOTES MI 2 INTERNATIONAL RESIDENTIAL CODE REFER TO GENERAL ROTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PUNS, ALL OVERHANGS ARE MEASURED HORIZONTALLY MGM FACE OF FRAME TO END OF TRIISSIRAFIER. RE: DETAILS. ALL SOFFITS ARE TO BE FLAT. U.NO. ALL TRUSSES TO BE FABRICATED AND DESIGNED UNDER THE SUPERVISION OF A COLORADO LICENSED STRINCTURALENGINEER. ALL OVERFRAMNG TO BEAR DIRECTLY ON TRUSSES OR OVER SOLID. IMMEDIATE BLOCKING BETWEEN TRUSSES. PROVIDE CUTOUTS IN AREAS OF OVERFRAMNG TO CONNECT ROOF AREAS. PROVIDE ROOF VENTS AND I OR SOFFIT VENTS TO PROVIDE ATTIC VENTIUTION AS REWIRED PER 2012 In SECTION ROOS. RE: ROOF VENTING NOTES AND CALCULATIONS. THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE WALL. FLOOR, OR COUNG ASSEMBLY SHALL BE SEALED PER 20, 2 i SECTION P2906. WHERE APPLICABLE. PENETRATIONS IN FIRE -RATED ASSENBUES SHALL BE SEALED IN ACCORDANCE WITH THE REOUREMENTS O THE IRC. WATERPROOFING OF OPENINGS AT THE ROOF. AROUND VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE WATER TIGHT PER N12 In SECTION P2W7, PIPES AND VENTS SHALL BE PAINTED TO MATCH ADNACENTMAMRALS. ROOF ASSEMBUES PER "12 In CHAPTER 4 ROOF ASSEMBLIES SHALL PROVIDE A WEATHER RESISTANT ROOF SYSTEM AID SHALL INCLUDE WEATHER REOTECTION PER NJ? I C SECTION RIGS AND ROOF COVERINGS PER SECTION 8905. RE: FLASHING DETAILS FOR ADOITIONAL INFORMATION. CRICKETS AND SADDLES SHALL BE INSTALLED AT THE REQUIRED LOCATIONS PER W12 In SECTION 890322. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. PROVIDE APPROPRIATE UNDERLAYMENT AS APPLICABLE TO THE CRICKET OR SADDLE SLOPE. LOvv ELOPE ROOFS -ASPHALT SNNG�F 4' ASPHALT SHINGLE$$HALL R. BE USEOON ROOF SLOPES OF 2:12 OR GREATER. DOUBLE FROM 2 12 TO UE $WALL BE PROVIDED 2I ROOF SLOPES FROM 2:12 TO NESS 11AN 4:12. PER 2012 In SECTION 8905.2.2. AN ICE BARRIER SHALL BE INSTALLED AT EAVES. EXTENDING FROM THE LOWEST EDGE TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR WALL PER 3012 IRC SECTION 8805" .7.1 OR AS REQUIRED BY LOCAL AMENDMENTS. ROOF DRAINAGE PER 20 21RC SECTION 8801 3' SIZE OF GUTTER$. DOVJNSPOlITS. AND SCUPPERS PER BUILDERS SPECIFICATION AND MANUFACTURER'S REQUIREMENTS BASED ON THE RAINEAL RATE AND CALCULATED AREA BEING DRAINED. WHERE APPLICABLE, SECONDARY DRAINS OR SCUPPERS SHALL BE PROVIDED PER SECTION R903.4.1. SCUPPERS 8 DOWNSPOUTS ARE TO BE FIELD VERIFIED FOR LOCATION BY BUILDER DOWNSPOUTS TO HAVE AD VSTABLE EXTENDERS TO CARRY WATER MIN. 51 AWAY FROM BUILDING OR AS RECOMMENDED 81 SCILS REPORT, OR, VMERE APPLICABLE. CONNECT DIRECTLY TO THE STORM DRAIN SYSTEM REFER TO CIVIL DRAWINGS FOR DETAILS AND LOCATIONS. H STUDS 2 HOUR FIF W TO 64 STC SOUND •PROPRETARYGYPSUM BOARD THGIWE$S. 31Y TRE) 1, APPROXVEGM. 8.5 PO AMERICAN GYP6UM COMPANY 1-SHAFTLINER FRE TEST'. UL R68311R11198I MNSHIEW SFAFTLOIER GUARGYPSUM INER D 11.11.14, 10.2&0,4 ITL DESGH.375 BOARG XWD TEST RAL TLGS1d97.13-05 TYPE-© -comes that do more. THRIVE HOME BU I L DER S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707,4400 FAY 303.348.1384 1♦ GoddenlSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 U 0 00 6 V J O D° U 0 O U Z I _o LU CO t� p LLIJ Q Q Z 00 ce CONSTRUCTION DOCUMENTS ISSUE DATE 01.29.2020 X -A ROOF PLAN 1.30 ASPHALTSHNGLE ROOFING 1X8 FASCIA, TY.P GUTTERS AND DOWNSPOUTS, TVP. PANT TO MATCH ADJACENT MATERIALS UPPER LEVEL PLATE STUCCO SYSTEM PER SPEC 1M VERTICAL T RIM IFEXPOSURE COMPOSITE UP SIDING UPPER LEVEL MAIN LEVEL PLATE WOOD TRELLIS, RE: DETAILS BRICK VENEER, TYP. MAIN LEVEL LOWER LEVEL PLATE VINYLONDOWS, TYP. UTIuw METERS. RE'. SITE PUN COMPOSITE PANEL BOARDSICING C3 ca O UNIT Y2 -E LOT 6 2 BLDG 6A - RIGHT ELEVATION 1116" =1'-0" BLOCK 2 LOTS 6.8 - BLOCK 2a, LOTS 9a-11 a BUILDING TYPE SA ADDRESS 6 7830 WEST 43RD CIRCLE rLOT 7 7834 WEST 43RD CIRCLE 8 7838 WEST 43RD CIRCLE 9a 7842 WEST 43RD CIRCLE 10. 7848 WEST 43RD CIRCLE 11a 7850 WEST 43RD CIRCLE PLOT PLAN NOTES 2 LOTS" MMK2a LOTS w M RAN ISE O"SM 10: O1a7G=I) LOS TOF•211 GARAGE SLAB • MA GRACE BEAM • 20 R11.20A-ON-12. 10•+4• to •FROST DEPTH MUST BE MAINTAINED POUR 2' CURB ALONG SIDE OF DRIVE TO PROVIDE POBITIVE DRAINING • 211 GARAGE SUB • 20.4 - GRADE BEAM•t4' 8•F1R2OS-T20O.EPTH M.U162T .BEMAINTAINED Loi a GARAGE2 GSUB-20.4 - GRADIS BEAM • 14' (211-20.4.0.06' 12.1P+f • 141 •FRosr DEPTH MUST BE MaNraNED LOT 9a TOP • 21.8 GARAGE SLAB • 20.7 GRACE BEAM • 1S (21.9-20.7-011'12 - 11- e- In 'FROST DEPTH MIST BE MAINTAINED LOT 10a TOP • 21.9 GARAGE SUB •20.7 GRACE BEAM • 16 R•FROST 20D1EPT0H12ST •Bi MAINTAINED AIN •NINE D LOT TOFA P 22.6 - GARAGE SLAB -X.7 - GRADE .7=WAC (22.6-20.7.01MUSTS - 12 MAIN•IT1 'FROST DEPTH MST BE MAINTAINED ELEVATION NOTES 2012 INTERNATIONAL RESIDENDAL CGDE • REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON ELEVATIONS. REFER TO BUILDING SECTIONS FOR ADDITIONAL WALL CON,TR Gr44. PLATE !EIGHTS, AND NOTES. REFER TO PLANS AND DETAILS FOR FIRE RATED ASSEMBLY LOCATIONS, PER LOT SPECIFIC CONDITION THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES AND SIMILAR AND ALL OPENINGS IN A SUILDING ENVELOPE WALL. FLOOR. OR CEILING ASSEMBLY SHALL BE SEALED PER M12 BIG SECTION P2606. WHERE APPLICABLE. 4A PENETRATIONS IN FIRETED ASSEMBLIES SMALL BE SEALED IN ACCORDANCE WITH THE REQUIREMENTS OF THE IRC. WATERPROOFING OF OPENINGS AT THE ROOF. AROUND VENT PIPES. AND AT EXTERIOR WALLS SHALL BE MADE WATER TIGHT PER M121RC SECTION P2W7. PIPES AND VENTS SHALL BE PAINTED TO MATCH ADJACENT MATERIALS. • SCUPPERS S DOWNSPOUTS ARE TO BE FIELD VERIFIED FOR LOCATION 81' BUILDER DOWNSPOUTS TO HAVE ADJUSTABLE EXTENDERS TO CARRY WATER MIN. S-0• AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT, Oft.WHERE APPLICABLE. CONN TDIRECTLYTO THE STORM DRAIN SYSTEM REFER TO CML DRAWINGS FOR DETAILS AND LOCATIONS. EXTERIORCOVE NGPER 2021RCSECTION EXTERIOR WALLASSEMBLIES SHALL PROVIDE THE BUILDING WITH A WEATHER RESISTANT EXTERIOR WALL ENVELOPE AND SHALL INCLUDE FLASHING PER R703.6. RE: DETAILS FORACCITIONAL INFORMATION. HEIGHTABOVE FlMSHED GRADE (FOUNWTIONET GRAMATION WALLS SHALL EXTEND ABOVE TME FlMBHED GRADE ADJACENT TO THE FO VE A ALL POINTS A MIN"UM OF P WHERE MASONRYRY VENEER TIS UBED ANDA MINMUMOF 6' ELSEWHERE PER 2012IRC SECTION 8411. CLEARANCE TO GRADE PER 20121PC SECTION UKESS NOTED OTHERWISE OR WHEN DIRECTED PER MANUFACTURERS INSTALLATION RECUIREMENTS. EXTERIOR WALL CLADDINGS SHALL BE ELEVATED FROM ADJACENT FINSHED GRACE A MINIMUM OF P FOR BEARING PND ADHERED MASONRY VENEERS AND A MINIMUM OF W FOR OTHER WALL CLADDINGS. EXTERIOR WALL CUDOINGS SHALL BE ELEVATED FROM ADJACENT FLATWORK OR ROOF SURFACES A MNMUMOF T. TYPICAL WINDOW HEAD HEIGHT. U.N.O. LOWER LEVEL: B-0' MAIN LEVEL: S'.0' UPPER LEVEL: T-0' � BLDG 6A -FRONT ELEVATION 11 Homes that do mor -- THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX 303.348.1384 (9.0 GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 U a O J � m E 2 (n 0 O LU Ua O CV � c~¢n U O LU V) O c� Z J o w m 02 000 Q Q w = (D `O cn 0 0 QC" CONSTRUCTION DOCUMENTS i 6-PLEX-A BLDG ELEVATIONS d A3.01 ASPHALT SHINGLE ROORNG GUTTERS AND DOWNSPOUTS. TYP. PAIeR TO MATCH ADJACENT MATERIALS 1X. FASCIA, TYP. UPPER LEVEL PLATE ��8' EXPOSURE COMPOSITE LAP SIDING 1X8 TRIM UPPER LEVEL lNilNLEVEL PLATE VINYL WINDOWS. —_ P. 1X4 WINDOW TRIM. TYP. ASPHALT SHINGLE ROOFING MAIN LEVEL LOWER LEVEL PLATE t BEAM RE: STRUCTURAL COMPOSITE PANEL BOARD SIDING UTILITY METERS. RE: SITE PLAN BRICK VENEER, TYP. LOWER LEVEL UNIT Y4 -E LOT 11a 2 BLDG 6A - LEFT ELEVATION 6. UPPER LEVEL PLATE UPPER LEVEL MAIN LEVEL PLATE MAIN LEVEL LOWER LEVEL PLATE — — 0 [ED] LLU. BLOCK 2 LOTS 6-8 - BLOCK 2a LOTS 9a-11 a BUILDING TYPE fiA ADDRESS 6 7830 WEST 43RD CIRCLE rLOT 7 7834 WEST 43RD CIRCLE 8 7838 WEST 43RD CIRCLE 9a 7842 WEST 43RD CIRCLE 10a 7846 WEST 43RD CIRCLE 11a 7850 WEST 43RD CIRCLE PLOT PLAN NOTES BLOCK2 LOTS68-8LOC12a LOTS -H' PLOT PIAN ISSUE DATE: 01118 (REVISION 10:01171 U.—T. TOF-213 GARAGE SLAB -20.4 GRADE BEAM - 24- (21.2-20.4-0.08' 12-111 P-141 'FROST DEPTH MIST BE MAINTAINED ROUR 3 CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE DRAINING LOT O T7.21.2 GARAGE SLAB - 20.4 GRADE BEAM -14' (21.2-20.4. O.W' 12.14-14--141 'FROST DEPTH MUST BE MAINTAINED LOT. TOF - 212 • GARAGESLAB-20A GRADE BEAM -14' (212-20.4.0.08' 12. 14- 11=141 'FROST DEPTH MUST BE MAINTAINED LOT 1. TOP=219 GARAGE SLAB = 20.7 GRADE BEAM =18' (219-20.7.012' 12 = 14-14'= 181 •FROST DEPTH MUST BE MAINTAINED OT 1o. TOF GARAGE SLAB = 20.7 GRADE BEAM =18 219-20.7 012-12=14'14'=181 'FROST DEPTH MUBT BE MAINTAINED LOT N. TOP=226 GARAGE SLA -20.7 GRADE BEAM =1S' (226 9 .20.7=01 ' 12=23'11=271 'FROST DEPTH MUST BE MAINTAINED n it FII- 11 0 no 0 0 - I � UNIT Y2 -E UNIT Y2 -IA FOUNDATION UNITYI-IA CONDENSING UNITY1-IA UNIT Y4 -E UNIT Y1 -IA sue STEP LOT 11a LOT 6 LOT 7 LOT 8 PER PLOT LOT 9a UMTS. TYR. LOT 10a PLAN � CD- BLDG 6A -REAR ELEVATION ELEVATION NOTES 2012 INTERNATIONAL RESIDENTIAL CODE • REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON ELEVATIONS. REFER TO BUILDING SECTIONS FOR ADDITIONAL WALL CONSTRUCTION. PLATE HEIGHTS. AND NOTES. REFER TO PLANS AND DETAILS FOR FIRE RATED ASSEMBLY LOCATIONS. PER LOT SPECIFIC CONDI110N. THE ANNULAR GPACE BETWEENPENETRATIONS OF PIPES AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE WALL. FLOOR. OR CEILING ASSEMBLY SHALL BE SEALED PER 2012 IRC SECTION 12506. WHERE APPLICABLE. PENETRATIONS IN FIRE -RATED ASSEMBLIES SHALL BE SEALED IN ACCORDANCE WITH THE REOUIREMEMS OF THE IRC. WATERPROOFING OF OPENINGS AT THE ROOF AROUND VENTPIPES. AND AT EXTERIOR WALLS SHALLBE MADE WATER TIGHTPER XH21RC SECTION PM7. PIPES AND VENTS SHALL BE PAINTED TO MATCH ADJACENT MATERIALS. SCUPPERS a DOWNSPOUTS ARE TO BE FIELD VERIFIED FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE ADJUSTABLE EXTENDERS TO CARRY WATER MIN.54I' AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT. OR, WHERE APPLICABLE, CONNECT DIRECTLY TO THE STORM DRAIN SYSTEM REFER TO CML DRAWINGS FOR DETAILS AND LOCATIONS. EXTERIOR COVERING PEREXTERIOR CpyERING PER 20121RC SEC�ON R70BR70] EXTERIOR WALL ASSEMBLIES SHALL PROVIDE THE BULOING WITH A WEATHER RESISTANTEXTERIOR WALL ENVELOPE AND SHALL INCLUDE FLASHING PER F—E. RE: DETAILS FOR—TIONAL INFORMATION. • HEIGHTABOVE FINISHED GRADE IFOUNDATIONSI' FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM OF F WHERE MASONRY VENEER IS USED ANO A MINIMUM OF 8' ELSEWHERE PER NH 21RC SECTION R404. CLEARANCE TO GRADE PER 20131RC SECTION R703'. UNLESS NO TED OTIIERWTSE OR WHEN DIRECTED PER MANUFACTURER'5 INSTALLATION REDUIREMENTE. EXTERIOR WALL CLADDINGS SHALL BE ELEVATED FROM ADJACENT FINISHED GRADE A MNIMUM OF 4' FOR BEARING AND ADHERED MASONRY VENEERS AND A MINIMUM OF T FOR OTHER WALL CLADDINGS. EXTERIOR WALL CLADDINGS SHALL BE ELEVATED FROM ADJACENT FLATWORK OR ROOF SURFACES A MNIMJM OF 1. TYPICAL WINDOW HEAD HEIGHT. U.N.O. LOWER LEVEL: B'-0- MAINLEVEL '. S". UPPER LEVEL: 7'-P ROOF VENTS, RE', ROOF CALCS. COORDINATE LOCATION WITH PLACEMENT OF SOLAR PANELS, TYP STUCCO SYSTEM PER SPEC EFiJ:JPI�` IXB FASCIA. NP. GUTTERS ANDDOWNSPOUTS TVP. PAINT TO MATCH ADJACENT MATERIALS VINYL WINDOWS. TYP. 8'EXPOSURE COMPOSITE LAP SIDING 1X8 TRIM 1Xd WINDOW TRIM. NP. 1X8 TRIM ABOVE BRICK ROWLOCK. RE. DETAIL, TYP. ASPHALT SHINGLE ROOFING BRICK VENEER, TVP. LIGHT FIXTURE, RE: ELECTRICAL ADDRESS PLAGUE. TYP. FONT AS ART DECO OR SIMILAR OVERHEAD GARAGE DOOR AS SCHEDULED 1 X4 VERTICAL TRIM AT BUILDING STEP. TVP. cny of Wheat Rid -comes Ihal do more THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SURE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 (t GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 —aaaaaa� V � O— I r - m V) CT 2 cn C) O c) Z3 LU0 r 1 J `' O U O1 cD 1 W Z COW Tl 0 Q W> ,'0 V i 00 . L C P-1 CN CONSTRUCTION DOCUMENTS ISSUE DATE 01.29.2020 bb-PLEX-A BLDG A_ ELEVATIONS A3.02 GENERAL NOTES: L REFER TO THE ARCMITECTUM PLANS FOR ADDITIONAL WORK AND CLARFICATKXN 2. DOUfE ALL MATERIALS AND METHODS a CONSTRUCTION TO CART ON CURRENT NEC, IDC, 7FPA IEOC AND LOCAL ADOPTED OR APEDED CODES 3. COORONATE WITH )CEL ENERGY FOR FINAL TRANSPOI SIZE, VOLTAGE, AND LOCATIOL ANY DISCREPANCIES N XCEL TR@DFCR'ER SIZING AND OR LOCATION SHALL BE REPORTED TO ENGINEER FOR REVISED FAULT ORRIENT CALCUL dTK}N AND POSSIBLE RE-5PECFrATION OF EOIIPENT AC RATBIGS 4. SUOMY ELECIRCAL PLANS TO XCEL ENERGY REPRESENr4TIVE FOR FINAL REVIEW AND COORDINATION PRIOR TO WORE. 5. COORDINATE METERING INSTALLATION AND REOIIFETENTS WITH XCEL ENERGY PRIOR TO WOW i. T44 DRAYRG APPLIES TO THE d11LDINXR MILNG Nc- BLOCK NO- LOT NI- PATCEL WJ NOTED N THE TIREMOCK ELY. ANY FUTURE BULDINGS SHALL REQUIRE NEW ELECTRICAL SERVICE DRAWINGS, L PROVIDE A LISTED ARC FAULT cimow BREAKER FOR ALL SRA4CW CIRCUITS FEEDING FAMILY ROO15. OHM ROOK, LIVED RAIU. PARLORS, LIBRARIES. EN. DBEDROOPI9. OUNW15. RECREATION ROOT 6* KITCHEN. LAUNDRY ED", CLOSETS, HALLWAYS OR SIMILAR ROOTS AS PER WA NEC S ENSJE A MNKPI OF TWO 20 AMP DEDICATED SMALL APPLIANCE BRAWN CM TS ARE PROVIDED IN EACH DUELLING WIT AS INCLUDED N TUE NEC LOAD CALCULATIONS MN SWEET AND PER NEC 2UOIXCXU 9 BANRCCET RECEPTdCLE(819MdLL BE ON d DEDICATED 70 AFP CIFCUUT PER NEC 21D1KCX31 V. AT LEAST ONE LAUNDRY RECEPTACLE SHALL BE PROVIDE PER DUELLIUG UNIT AND SUPPLIED BY A DEDICATED 20 AFP CIRCUIT PER NEC 7I Ncm 240 VOLTS, 42,000 AMPERES IC MAIN BRANCH TWE MAX AMPTYPE I I ANEPRANGE 00.2. 240 VOLTS, 42,000 AMPERES IC MAIN BRANCH TWE MAX AMP '.YPE POLES AMP RANGE CVG 225 3R t1 IRAF 11 13 NEC OPTIONAL LOAD CALCULATIONS OAD—ORT TOTAL IGHYNG 1736 sR. h. 3 VA —p—, 3000 -NORT 1500 IRKP 5000 41CR0WAVE 900 R Sl- HER 1200 ANGE 000 UP- .76 OTAL 299B4 5110000 VA @ 100% 10,000 IEMNNINGVA• 19.984 VA@40% 7993.6 LICNI CHARGER 8000 L UNIT VA 5260 OTAL LOAD 31,25).60 VA TYPICAL MNW X WA. 1b .. N. 381 C NE4IEST __ TENANT LOAD CENTER LOCATED WITHIN IXAT UN SHALL BE 5ERES RATED FOR 47OW AIC PER SERIES RATING CHART NO SHEET. NEC OPTIONAL LOAD CALCULATIONS TEGORY TOTAL 10016 sR. k. 3 VA 31248 'PLIPNCES 18000 9000 30000 AVE 5400 .HER )200 72000 7056 179,900 VA )AD @44%[PER NEC TABLE 220941 )9,258 VA HARGERS 48.000 CLOAD 31S VA f3 RIAO, AL N I N A4GND) 2Y FEED FEED FEED FEED FEED SEED PER NEC 310. D fBX1A i TIFdI THRI TN21 L18'dl THRI INR! 240R0V- N, !-Wi SZmA NI3R I£1EWTAD( SERIES RATED fCR 47K AIL PER SERIES RAIN; GNARr EHD 31EEr _ _ PROPOSED XCEL 24100.1..3 WIRE PAD MOUNTED Q Ell"IROR'ER TT L- --- -- (I 7/0 CU a W0 AL) 3 R. W11 (3.350 KIDt AL13Y >Q wuT ui Tl�ra��ula..Inr COLD UFFER WATER PPE PANEL N TTBER REPRESENTS THE FLCORM-M MODEL UTILIZED FOR EACH WIT. HLTIPLE INS AWES a EACH MODEL MAY EXIST N EACH BUILOM TYPICAL MNBTAE BOA. 240MOV. R. 30 NBEA 3R TENANT LOAD CENTER WITH FEED-THROLOW LWS TO BE PROVIDED FOR ALL WITS ON THE EXCEPTICN OF THE UNIT NEAREST TO THE SERVICE METERSTADC ANO SHALL BE LOCATED ON BUILDING EXTERICR NEAR I� SERVICE LOAD CENTER SHALL BE SERIES RATED FCR 420M Ar PER SERIES RATING I CHART PRO SHEET- FEED THRU-PANELS ARE PROVIDED FOR EASE OF ACCESS TO ADD J SOLAR EATON TYPE YVS' BREAKERS P9 SCIR]!li ( (TTP) )CEL METER _ J ELECTRICAL ONE LINE DIAGRAM III %a Wheat Ridge RD ECEIV � I�', ITL'Nr �, Ir w (Ln w W7aZI--mm LLQ L9 a0 W °� Q'J Q U F ❑ Cu U ❑V'w WL w Q''m UIII 1. FLl �r'ZPrm IWI° In l!,ONN r m m r wQ ER ) O QDm mOw WJD JOr o°(p mZm �Owm mJ0 M�5 DRAWN: P��•Rl�1Sl m 43330 F••• DATE: �nma IONAI NEC OPTIONAL LOAD CALCULATIONS TEGORY TOTAL 10016 sR. k. 3 VA 31248 'PLIPNCES 18000 9000 30000 AVE 5400 .HER )200 72000 7056 179,900 VA )AD @44%[PER NEC TABLE 220941 )9,258 VA HARGERS 48.000 CLOAD 31S VA f3 RIAO, AL N I N A4GND) 2Y FEED FEED FEED FEED FEED SEED PER NEC 310. D fBX1A i TIFdI THRI TN21 L18'dl THRI INR! 240R0V- N, !-Wi SZmA NI3R I£1EWTAD( SERIES RATED fCR 47K AIL PER SERIES RAIN; GNARr EHD 31EEr _ _ PROPOSED XCEL 24100.1..3 WIRE PAD MOUNTED Q Ell"IROR'ER TT L- --- -- (I 7/0 CU a W0 AL) 3 R. W11 (3.350 KIDt AL13Y >Q wuT ui Tl�ra��ula..Inr COLD UFFER WATER PPE PANEL N TTBER REPRESENTS THE FLCORM-M MODEL UTILIZED FOR EACH WIT. HLTIPLE INS AWES a EACH MODEL MAY EXIST N EACH BUILOM TYPICAL MNBTAE BOA. 240MOV. R. 30 NBEA 3R TENANT LOAD CENTER WITH FEED-THROLOW LWS TO BE PROVIDED FOR ALL WITS ON THE EXCEPTICN OF THE UNIT NEAREST TO THE SERVICE METERSTADC ANO SHALL BE LOCATED ON BUILDING EXTERICR NEAR I� SERVICE LOAD CENTER SHALL BE SERIES RATED FCR 420M Ar PER SERIES RATING I CHART PRO SHEET- FEED THRU-PANELS ARE PROVIDED FOR EASE OF ACCESS TO ADD J SOLAR EATON TYPE YVS' BREAKERS P9 SCIR]!li ( (TTP) )CEL METER _ J ELECTRICAL ONE LINE DIAGRAM III %a Wheat Ridge RD ECEIV � I�', ITL'Nr �, Ir w (Ln w W7aZI--mm LLQ L9 a0 W °� Q'J Q U F ❑ Cu U ❑V'w WL w Q''m UIII 1. FLl �r'ZPrm IWI° In l!,ONN r m m r wQ ER ) O QDm mOw WJD JOr o°(p mZm �Owm mJ0 M�5 DRAWN: P��•Rl�1Sl m 43330 F••• DATE: 10.25.18 IONAI 0 Z (D_ U) //W� Vi 0 0 � V w Z 7 L � LL o 0 cr- J 1 Lu j m xLLJ !Q v J /0�•y� LL Q PROD. NO. 18185.06 DRAWN: HPE CHECKED: MJH/BAP DATE: 10.25.18 REVISIONS: ISSUED FOR: PERMIT 8 CONSTRUCTION SHEET TITLE: ELECTRICAL ONE LINE DIAGRAM SCALE: NONE SHEETNUMBER. E1.0 GENERAL NOTES THESE D %ANGS APE 1BULCERS PLANT INDICATING GENERAL DE INTENT ONLY. R IS THE BUILDERS RESPONSIBILITY TO PRWIDE ANY ApgTKINPL CONSTRUCTION DETAILS REOURED AND TO DICTATE METHODS OF CONSTRUCTION. THE BUILDER SHALL VERIFY ALL DIMENSIONS OF MANUFACTURED COMPONENTS AND RELATIONSHIPS BETHEEN MATERLALS OR CCMPOENTS. THE BUILDER SHALL VERIFY IXLSTING CONDITIONS AND NMENSKWS SH IAN ON THE DRAWINGS NOLUDNG ALL FXISTWG GRADES AT THE SITE THE ENGINEER SHALL BE NOTIFIED IN MRRNG OF ANY DISCREPANCIES OR DEFICIENCIES IN THE DR -CS PRIOR TO CONSTRUCTION. FAILURE TO NOTIFY THE ENGPEER SHALL CONSTITUTE ACCEPTANCE BY THE CONTRACTOR 6 ALL RESPONSIBBITI. THIS LSA CUSTOM CESKMN FORA BPECIFIC ME THESE PUNS MAY NOT SE USED ON ANY OTHER SITE VATNODUT THE ENGINEERS PRIOR, WRITTEN APPRWAL ANY CHANGES TO THESE PLANS W OUT PRIOR MRITTEN CONSENT BY THEENGNLL BER SHACONSTITUTE ACCEPTANCE OF RESPONSBBRY BY THE &ALDER AND OMIER OF THAT CHANGE THE CONTRACTOR SHALL PROVIDE MEC ANK/HL AND ELECTRICAL ENGINEERING AS REOUWED TO COMPLETE v- ANA FOR INTENDED PURPOSE MECHMIOAL CGWRACrGR SAIL VERIFY DIMENS-B OF ALL NECESSARY FLUE CHASES. DUCTS I EQUIPMENT. TO ALL APPUCABLE BUILDNG CODES FRAMING NOTES ALL EXTERIOR `MLLES TO M PLATFORM FRAMED TO BOTTOM OF JOIST, RAFTER M TRUSS VAT. DOIRLE TOP PLATE AND SINGLE BOTTOM PLATE LOAD BEARING WAS CHER 10 SHALL BE M. AT 16 ON CENTER ALL WTERIOR BEARNO AVAus ANE 2X4 MOOD STUDS AT "ON CENTER. MMO, INTERIOR SEARING WALLS TO SE FRAMED LMH DOUBLE TOP PLATE AND SBGLE BOTTOM PLATE MONLOAD BFARNG VALES OVER N WILL UNSUPPORTED HEIGHT SBE 2%B AT 16 ON CENTER ALL OTHER INTERIOR NONBEARING WALLS SALE SE 2X4 YAOD STUDS AT 16 ON CENTER PROVIDE TREATEDYAODSLLS MHERE REDUIREDBY CCUE STUDS AND PLATES SHALL BE STUDS OR tl2 $ RUCT(AAL LIGHT FRAMING, H -IR CH BETTER FINGER ADORED STUDS ALLOAED PROVIDED THEY MEET STUUDGRADE QUAL- PROVB]E'SOLID STUDS,' 2 MINIMUM GANGED STUDS N WALLS AND AT BEAM BEARINGS AS SHORAN, CONTINUOUS THPOUGII SOLE BLOCKING W F S. ALL SINGLE BRACED LVLT CALLED OUT BRALM SE BRACED IN SINGLE DIMENSIONM. LUMBER OF CLOSEST El. ALL MULTIPLE SEAMS SHALL BE GLUED. MAILED ANO DR BOLTED AS PER MANUFACTURERS RECOMMENMTONS. FOUNDATION FLATES SHALL RE REDWOOD CONBTRUCTON COMMON OR PRESSURE TREATED DOUGFN ANO ANCHORED TO FGINOATKn W t? DIA. ANCHOR BOLTS W 6 MN EMBEDMENT 4 W OC MA% UNLESS NOTEDOT.-E. FLOOR JOISTS SHALL BE TJFS AS MANUFACTLNEUBYMEYERWIUSER OR APPROVED EW ALS INSTALLED PER MANUFACTUREYS SPECPIGTIONS SEE MARU IRFAERS MALUM FOR REWOEED TCCKOO. FILLERS ANO RASING RECUWIPEMENTS. ROOF FRAMING SHML BE PREENGNEERED TRUSSES. VL BEAMS SHALL BE MICRORAMS AS MANUFACTURED BY TRUSS JOIST CORP OR ECULL VMTH R 2400 PSL Fv 265 PSI E 1900 RSL TO SE INSTALLED PER MANUFACTURERS REQUIREMENTS. ✓J00 BEAMS TO BEAR FULL DEPTH OF YALL LESS RIM BOARD VAERE APPLICABLE ENGINEERED WOA BEAMS MALL HAVE A MINIMUM BEARING OF 3' U.N.O. ENGINEERED WOOD BEAMS AND HEADERS SPECIFIED'E.W.'. BALL BE AS MANUFACTURED BY TRUSS DIST CORPORATION. BOISE. IDAHO TOR APPROVED EQUAL) WITH THE FOLLOVANG PROPERTIES 9 O6 GEED OR SMALLER FE• VOPSI FY • 40 PSI E • 1,30,000 PEI 9114' LEEP AWD IARGE2. FB • 2323 P. • 310 PSI E • 1,30,00 PS MKXOLAM BEAMS AND HEADERS SPECIFIED 'LVL1.9FSHALL -E THE FOLLOW WG PROPERTIES'. FB= 2 W = 235 P$l P51 E=T90o,OPS SUILT-UIP TIMBERSTRANDSEAMS NAY BE BUBSTRUTEDFOR SINGLE PLY TIMEERSTRANO HE40ERb PROVIDED THAT TME TOTAL WIDTH IS GREATER THAN OR EQUAL TO THAT DESIGNATED ON PW1 BUILTHIP BEAMS MUST BE ATTACREDPER MOST STRINGENT INDICATED PER MANUFACTURERRECOMMEAATONS.UNLESSNOTEDOTHERAISEON PLANS MICROIAMS (ALL OR L V LI MAY BE SUBSTITUTED FOR TIYBERSTRAND (T.S. OR LSL)OF THE SAME MOTH ANDOEPTH. AS DESIGNATED DIN PUN. BIOSE VERSHAN BEAM. MAY BESU&ttITUTED FOR TIMBERSTRANAOR MKROLAMEEAM6 OFTHESAMETOTALLNDTHANDDEPTH.AS DESO-TEDONFLAN PROVIDE MIN. 1-1R" TIMBERSTNAND LSI_ -BOARD URO. FLOOR SHEATHING SH KL BE 3M' TBG, ARA RATED STURD4#F_ OR. 24" O.C.. EXPOSURE L TBG, GLUE AND NAIL MATH W COMMON NAILS AT 6 O.C. AT ALL PANEL EDGES AND 11 O.C, AT ALL ORERMEDLATE SUPPORTS. ALL SHEATHING ERAM BE 1/16 OS& APA RATED PER TYPICAL YNLL SECTION Vv1TH A MINIMUM NABING.-T EDGES AND 1Y N FIELD METAL CONNECTORS SPECIFIED 'SMPEDN' ON PLANS ARE MANUFACTURED BY SIMPSON STRONG -TE, NC. METAL CONNECTORS SPECIFIED USP ON PLANS ARE MANUFACTURED BY UNITED STEEL PRODUCTS. SUBSTITUTIONS BY OTHER MANUFACTURERS ALLOHED PROlDED STRENGTH OF SPECIFIED CONNECTORS IS NET OR EXCEEDED. NAIU INSTALLATION OF CONNECTORS TO SE PER MANUFACTURERS RECOMMENOATONS. PROVIDE HURRICANE ANCHORS (SIMPSON IG.SN2.6U O.Sr OR USP RT1 HURRICANE ORS AT EACH TRU554RAFTER AND AWL SIMPSON HT OR USP RT20 AT ALL GANDER TRUSSES TTP. UN.OM PROVIDE REWIRED BLOCKING AT PLL TRUSS I RAFTER BEARING DENOTES LOAD BEARING WALL ALL OPENINGS IN EXTERIOR WALLS (DOORS. __- -.1SHALL HAVE MINIMUM HEADER$ OF 12}.B'S, WH 1.2X TRIMMER STUD S 1-2X KING STUD AT ALL OPENINGS UP TOBd VADE -TYPICAL U.N.O ALL OPENWWGVERed SHALL HAVE HEADER. KING STUDS AND TRIMMERS AS WDICATEDON PUN. KING STUDS ARE NOTEDAS _ AND TRIMMER STUDS ARE NOTEDAS T. ALL MULTIPLE KIM HEADERS SHALL BE ATTACHED IN ACCORDANCE MYTH MANUFACTURERS SPECFKA110N5. FOR SARAN LUMBER. USE UI ROARS OF 160 NAILS ® 16 O.G.. USE NAILING BOTH SIDES FOR 3 OR 4 PLY6. ALL 2STORY FRAME WALLS NP TO I9 PLATE HEIGHT) SHALL BE BALLOON FRAMED HRH 2X6 STUDS Q IT OC. UNLESS NOTED OTHERINISEON PLJWS PROVIDE ICC APPRGVEDJOIST HANGERSAT ALL -SH -1 C GTKNSMDASDEPICTWONFRAMINGPUNS.PROVOSANY OTHER POST BALES. MULTIPLE .IOIST HANGERS AND BEAN CONNECTORS AS REOUNEO INSTALL MATH NUMBER AND TYPE OFNAILS RECOMMENDEDBY MANUFACTIIHER. REFER HANGER SCHEDULE FRAMER RESPONSIBLE FOR BACKOUT FRAMING REQUIHEDAT PLUMBING ANDHEATWGRUNSSCHASES CARRY ALL POINT LOADS CONTINUOUS TO THE FOUNOATION. PROVIDE BGUASH BLOCUNG, PROVIDE EC- BLOCK UNDER ALL 2-D! 8 LARGER POSTS TO FWNDATGN OR SUPPORTING BEAM. COURANT BLOOMS ARE NOT SHOAN ON PLAN FOR CURIT'_ CBS ON LOADSMATH LOLL AMENDMENTS: A RCCF IMCWI OPSF LNE B ROOF 0 PSF DUD TOP CHORD=12.5 PS B BOTTOMGHCRD=1.5 PSF 4 GROUND MOW 0 PSF D. FLOORSANA INTERIORSTMRS40PEFLL 15PSFDL E IXTEROR OECNS AO PSP LL ISPEF DL F. WIND 10 MPH EXPOSURE C O -SEC GUST) G. SEISMIC CATEGORY B H. MEATHERING'. SEVERE I.FROST DEPTH. 3S INCHES J. TERMITE INFESTATION. SLIGHT TO MODERATE K DECAY'. MORE TO SLIGHT DEMON CODES'. A IRC 2D12 B. ASCE i C.AISC STEEL CONSTRUCTION MANUAL D. AC BUILDING GINE 318 ROOF NOTES MOOD ROOF TRUSSES SHAM BE DESIGNED BY A REGISTERED PROFESSgNAL ENGINEER LK'ENSED TO PRACTICE IN THE STATE a COLORADO.CALCUUTEDLNELOADDEFLECTIONSOFTRUSEESSNALL HOT EXCEED 1040TH OF THE SPAN LENGTH. SHOP DRANNOE AND CALGULATKINS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL SE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER THESE SHOP DRA4NNGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES. CONNECTION PLATE SIRE AND CAPACITY, AND THE SITE ANOT-DE OF LUMBER TO BE USED THE TRUSS MMNFACTLAER ,'HALL PROVIOE ORAVANLRS EHGMNG TCOUWG AT SEARING LOCATORS. PANELS. BRIDGING AS REPINED FOR TRUSS STABILITY AND AT ALL TRUSS AND GROER HANDERS. SHOP ORA -REVIEW BY THE STRUCTURAL ENGINEER SHALL BE COMPLETED PRIOR TO TRUSS FABRICATION. FINAL TRUSS PLANS TO SE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW. FAILURE To We MR TRU em PLANS FOR REVIEW ON NOTPY STRUCTURAL ENGINEER OF CHANGES TO PREVODUSLY REVIEVBED TRUSS PUNS SHALL GONTIMTE ACCEPTANCE BY THE BUILDER Q ALL RESPONSEUTY FOR THE TRUSS DESIGN. ROOF TRUES ENGINEERING AND VERFIGATON OF DINENSONSTLATE HEIGHTS MILL BE THE RESPONSIBILITY OF THE SUPPLIER. PROVOS SOLID 81OC4ING BETMEEN TRUSSES AT SEARING POINTS FOR LATERAL SUPPORT, TO PREVENT ROTATION AND LATERAL GBPLAGEMENT. ALL TWESES TO SE PRE£NOWEERED BY TRUSS MANUFACTURER i0 INCORPORATE ALL LOADING AE SPECTIED W GENERAL FRAMING NOTES AS YII AS ANY ADDITIONAL LOADS AS MAY BE REWIRED BY CODE ANDSPECFIC PONT OR LINE LOADS AS SHORAN ON CRAYANGS. THE ROOF LAYOUT W THIS DIRAYNNG PORTRAYS DESIGN INTENT ONLY. REFER TO TRU55 ORA- BY TRUES MANUFACTURER FOR ACTUAL UYWT FO2 CONSTRUCTION. DENOTES OV EiFRAME AREAS: OVERFRAMWG TO SECOMPLETED AS FOLLONS'. A-11® 2! OC. FOR SPANS Td OR LESS mu, 2! O.G FOR SPANS BEM1AEEIN )''-T AND 10A - C. WERFRAME TRUSS FOR SPANS OVER 108 O OVERFRAMNG MEMBERS TO BEAR DIRECTLY OVER THE TRUSSESORSOLIDBLOCKINGBEIWEENTRUSSES. E USE ONE SIRE LARGER RIDGE RAFTER THAN THE LARGEST COMMON RAFTER. F. PUCE 0}1X4 VALLEY PLATES SIDE BY SIDE FOR OVERFRAMNG MEMBERS TO BEAR ON, G. ATTACH 2X4 VERTICAL MEMBERS SETAAEEN GVERFRAMING MEMBERS AND ROOF TRUSSESAT 4'd O.C. W (3}100 RAILS EA SIDE. ROOF SHEATHING SHALL BE 1111 APA RATED SHEATHING 2U16 RATED. EXPOSURE L NAR MTX Id COMMON HAILS ACCORDING TO DETAIL BELOW AND PROVIDE PSC. SHEATHING CUPS AT Yd OC, BETWEEN SUPPORTS. OVERHANG) (MOULDING OVERHANG) O O ROOF FASTENING ZONE 1 2 FASTENING SCHEDULE PANEL LOGRON WJLS (INCHES ON CENERI fi 4 PANEL EDGES M 11 fi 4 PAHTRELD M BUILDER TO COORDINATE L BUILDER TO VERIFY PROPER SLOPE OF GUTTERS FOR REWIRED O AINAGE SYSTEMS Y6M BEYOND THE L LIMITS OF THE BALK M, TS AND ALL OTHER A MINIMUMOION F5 FEET. FOUNDATION NOTES SEE FOUNDATION VNLL REINFORCING $CHEDULE FOI VERTICAL AND HORIZONTAL REINFORCING REQUIREMENTS, STEEL REINFORCING BARS SHALL BE GRADE 60 DEFORMED BARS. N5 GRADE 4o STEEL RAY BE SUBSTITUTED FOR IIA GRADE 0 STEEL. BEND OR LAP ALL BARS. BAR DAMOMSWITHAMINIMUMa 24"ARCHNDCORNERS. PROVIDE(2)0!5 AROUND ALL OPENINGS PATH (2) M X A AT ALL CORNERS. ANCHOR SOUS SHALL BEA MINIMUM IT DIAMETER WITH MIN, 6 EMBEDMENT E A'd ON CENTER, MAXIMUM SPACINGWI MINIMUM OF D) BOLTS PER PLATE. CONCRETE WALLS SHALL BE 300 PSI COMPRESSIVE STRENGTH AT 28 DAYS. CON UE5RALLRAVEAWATERT.MMENTRATOOFo.S00R LESS, CEMENT TYPE SHALL SE TYPE I OR TYPE II MODIFIED SLUMP. 4' i 1'. OR UP TO T- P PUSTICQER IS USED AIR CONTENT'. 6%12% REFER TO AO 318 FOR ACOTIONAL MATION. INFOR DO NOT PLACE BACKFILL AGAINST FOUNDATION UNTIL CONCRETE HAS CUREDANDFWNDATON ADEGIIATELYSHORM SACKFILLTORECIUIRED GRADE ELEVATION AND SLOPE AWAY FROM EU - NG -ALL CONCRETE SLABS SHALL BE f THTC H H1TH A00 PSI GOMPRESSNE STRENGTH AT 28 DAYS AND 9X-AXWI4 W W.F. UNLESS OTHER4N9E NOTED. PROVIDE SCORES OR SAMA&S OUTE IN ALL SIG -O.GA- MHERE POSSIBLE. ALIGN SAW CUT T. COLUMN CENTERLMES AND RE-ENTRANT CORNERS, iOINOATIONS, FOOTINGS AND WALLS ARE DESIGNED BASED ON SOLS REPORT NUMBER 185523 BY A.G. WA AAR AND DATEDALLY 23,1019. MAXIMUM BEARING CAPACITY OF 200 PSP. MINIMUM DEAD LOAD BEARING CARACRY OF NONE SPECFE .. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY UNANTICIPATED SOLS CONAITIONS. CONCRETE PROTECTION FOR REINFORCEMENT (U.RO.) CONCRETE PWREDAGANST EARTH 3' CONCRETE -no N FORMS BUTIXPOIEOTO FART. AND HEATHER AS BARS OR SMALLER 1 u; BARSI-A ERTHANAS 1A SLABS STRUCTURAL STET: ALLSTRUCTURALSTEEL ID LLSNME6 SQUALL CONFORMTO ASTM 9PECHFIGTON AM,, LATEST BORON. ALL PIPE COLUMNS SMALL CONFORM TO ASTM SPELFICATION ASG B. FABRKAiON AND ERECTKKN SHALLSE NACCORDANCE VAT.THE AISo SPECIFK'ATION AND CODE OF STANDARD PRACTICE, LATEST EDIT ONS. G ALL FELDCONNECTONS SHALL BE MAGE HITI SPi METER ASTM A01 BOLTS-U.N.O. D PDIAMETER. SCHEDULE 0I ADJUSTABLE PIPE CULUMNS SHALL BE RATED AT 33A OPS MINIMUM. SQUARE FOOTING STEEL AND THICKNESS SCHEDULE iCOTNG VADTNLLENGIH A OF AAL MBAR EACH MANY THIOKNEeSOFFCOTINO 1f 2 6 3P 2 6 IT 3 1P A6 4 1T N4 1T F SPECFIC FOOTING MOTH NOT SHORN SUPPLY DEPTH AND RESAR OF NEXT URGER -1 AA: SPREAD FOOTING STEEL AND THICKNESS F_T.TNONOTH�tlOFHfFBAR LONGRUDWAL tlA REBAR LITERAL TI IT 1 HOLE ' HONE I_ P SPECFO fOOTOG HOT. NDT SOYA, SUvpLY Ltvl n wrvu nea+rt w nu, Gnn.acn �•�� FOUNDATION WALL REINFORCING SCHEDULE WALL HEIGHT VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT UP To- -s a AT D.C. D)TISSTOPANDBOTTOM UP TO- M'S02l O.D (2) 055 TOP AND BOTTOM UP TO BAT III Q 2f O.C. (2) FSS TOP AND BOTTOM UP TOBd M'B®2eCo. 2)tl5S TOP AND BOTTOM (2)- 5 S AND 111IIS Q 2! O.C. OP TO 1Pd ANS@160.0. DI II55 TOP AND BOTTOM AND (1) AS ®16 O.C. UP To 12''T M'S®160.C. (2) NTS TOP AN IT o CM AND(1)NS 160.C. WALLS MNH EACNFILL ON EACH SCE, SUCH AS DEEP GARAGE VALLS, UNL AS PER THE SCHEDULE ABOVE FOR MWS UP TO- IN HEIGHT, HANGER SCHEDULE (UNLESS OTHERWISE NOTEDI STEEL LINTEL ECHEGULE SCNEOULE OPENING MIRTHLINTEL SQE SEARING LENGTH REMARKS MEMBERSMPSON FACEMWMHANGER USP TOP FLANGE HANGER SMPSON USP (1)11l x 91D'EAl HUS111116 HUS129 1499 PHMITJS D)I W A 9 vT EW HHUS410 THD<10 HB]569.5 PHX2ws (Sr I w. I VT EW HOUK.- THDH610 GLTV5.59 131XU52B3 R)I wl. 11 TAF EW HUSIAVIO HUS179 SA1.S1111.88 1HXU11111 F2111f • 11 W EW HHUS410 -lo .8356'M. PH%] . (5)114'. 11 N6 EW RGUSSSNI2 THDI(512 GLTV5.5111 -12111 (1)91?TAI 210 U52U89.5 THF2C925 ITS2.OM8.5 TFL205 D191FTTJ1210 NIARI 9 THF202G2 MIT4.21NB.5 TH02,DS12 (I)!I uT TA 210 I552BFV IN THF20112 ITS206/I1.08 TFI1011B (2)117AFTJI210 MIU4.38N1 1HF,D113-2 MR4.2N11.BB TM030U&3 OiNBORM-a LU52B N528 2-2.10 HU21620R UC2162 HDI1630R, HD21G2F (` NOTE. ALL HANGERS AT (IHPLY BEAMS ARE APPROV W 1. USE EW NALENT 1 1/T NAIL PLACE 4"TALL A 6 MIRE VOID FORM ACROSS FULL VFIDTH OF FOOTING EVERY 12 R AND CENTEREDBELOW MBAOYlS AT ALL EXTERIOR BASEMENT WALLS. AMEN USING NTERM DRAMS, SHEAR WALL LEGEND SHEAR WA )KKR DOWN HDA HDX WSP DSLSTUD TYP.QHOID DOWN STUD WALL HOLD-DOWN S lOn' SIMRS]NNOLD��N..k HIM Rt6 HDi HW45D52.SORSTHDI4 PA_S /4 -EMBED. HD4 HD118-90625 PARI wIS tFY EMBED. HDS HOUR ISOS25 PABBvO)1/Y EMBED. HOS H012 PASS-ITTEMBED REVISION LOG 1.) RE GENERAL NOTES FOR MATERIAL SPECIFICATIONS. STEEL LINTEL ECHEGULE SCNEOULE OPENING MIRTHLINTEL SQE SEARING LENGTH REMARKS Sd dR LESS L4 T. Nth M. OVER S'd TMRU Td L4. A G 5/15 6 OVERTd THRU 1Bd LS A ] f0. 5115 SEE DETAIL LLV 1.) RE GENERAL NOTES FOR MATERIAL SPECIFICATIONS. 1. NAILS FORGYPBOAPO(GBIARACHMBNr SHALL BE DIRRIYE OR'CWLER TYPE MALS. AND SHPLL CWFORM TO REOIREMENTSOF ARG 2. NAILS FOR HG00 STRUCTURAL PANEL (Y-) SHALL BE COMMON NABS USE OF PNEUMATICALLY GRNER NAILS IS SUBJECTTOAPPROVALBYTHEBUILONGDEPMTMENTANGSTRUCWRA GMEER DONOTOVERDRNERAILE 3. INTERIOR GYP BOARD (GW SHEATNING.HALL OCCIUR W UCH SIDEOF WILL INDITE. INTERIOR SIDE OF G&3 MAY BE YE'GYPBOAIRD NAREISH L5a NAILSSPACEDATA-Pc.ATPANELEDGES) EATEROPYM115(.GPI MALL BE 6IEATHEDONTHEINTERKKRFACEM' )VGYPBOARG(MNIMUM). 5. PLYHOO0030 BREATHING SHALL BE STRUCTURAL I GRADE -- EATER KNR GLUE PROVIDE EME LALLING TO STUD GR POST -.FE HOO GRANS GOWR GYPBOARD AND PLYHO IC TO CONFORM TO IBC S. STAPLES SHALL HAVE A MINIMUM CRONH VADTHOF11,11-. MEASURED WTEIDE THE LEGS. ANO SHALL BE INSTALLED YA THEW GROHNS PARALLEL TO THE LONG DIMENSION OF THE FRAM ING MEMBERS. S RAIDENTIAL DESCRIBED DOES NOT AL-THEPREPCRIPTNE METHOD TO BE TOM- THE T E SMEAR WA S HERE PLICAPILE EN THE ENGINEERED. Wstudlo Denver, CO Evergreen, CO Austin, TX 303.670.7242 design@evsWio.com insped'lons@evdudio.com www.ev"io.com RESIDENTIAL SHEAR WALL FANEL SCHEDULE W SW SHEATHING ENACO4MG BNA& SITE ,DStPLE ES ES AIA BIXG. UVPER STORIES IKKDOOMIN NOTES VNSP )/16 PLYVAOD/O58 -GS' SSG 11 B0LONG ®! 1269LONG®tY S ' 2. -a-a- PERPLAN L XOR AS SHOVM PER PLAN As -,1- R. -D 1 IC50 84®4• SB@tY 39� T150 @G h 160@hoc. PER PLAN L=AS SOWN PER PUN ABYA2 )116 PLYYK%lD/OSB 80Q3' M®lY®6wc. PER PUN L=AS SHOYM PER PLAN Mr P )/16 RYYAODI0.SE 80Q6 eOQtY IBDI;! TLONG YLONG PUN LBV SBLW. GMNOWSLL NOTED: A PFG 7116PLYHOOD/OBS - - - - EEEPFGDETAIL GB -1 17 GYPSUM SOARD 5d1$T SOaT 30QT SOQT 2X 16 (D_ PER PLAN L=AS SHORAN PER PLAN G&2 1?GYPSUNNOARD54®! 50�T 50�T 506T tX 160�6e.t FFR PUN L=AS SHORAN PER PLAN G&3 SAFGYPSUMBGAND 60Q! SOQT SOrrT fie B, 2. I. 6o.c. PER PLAN L=AS SHORAN PER PLAN 1. NAILS FORGYPBOAPO(GBIARACHMBNr SHALL BE DIRRIYE OR'CWLER TYPE MALS. AND SHPLL CWFORM TO REOIREMENTSOF ARG 2. NAILS FOR HG00 STRUCTURAL PANEL (Y-) SHALL BE COMMON NABS USE OF PNEUMATICALLY GRNER NAILS IS SUBJECTTOAPPROVALBYTHEBUILONGDEPMTMENTANGSTRUCWRA GMEER DONOTOVERDRNERAILE 3. INTERIOR GYP BOARD (GW SHEATNING.HALL OCCIUR W UCH SIDEOF WILL INDITE. INTERIOR SIDE OF G&3 MAY BE YE'GYPBOAIRD NAREISH L5a NAILSSPACEDATA-Pc.ATPANELEDGES) EATEROPYM115(.GPI MALL BE 6IEATHEDONTHEINTERKKRFACEM' )VGYPBOARG(MNIMUM). 5. PLYHOO0030 BREATHING SHALL BE STRUCTURAL I GRADE -- EATER KNR GLUE PROVIDE EME LALLING TO STUD GR POST -.FE HOO GRANS GOWR GYPBOARD AND PLYHO IC TO CONFORM TO IBC S. STAPLES SHALL HAVE A MINIMUM CRONH VADTHOF11,11-. MEASURED WTEIDE THE LEGS. ANO SHALL BE INSTALLED YA THEW GROHNS PARALLEL TO THE LONG DIMENSION OF THE FRAM ING MEMBERS. S RAIDENTIAL DESCRIBED DOES NOT AL-THEPREPCRIPTNE METHOD TO BE TOM- THE T E SMEAR WA S HERE PLICAPILE EN THE ENGINEERED. Wstudlo Denver, CO Evergreen, CO Austin, TX 303.670.7242 design@evsWio.com insped'lons@evdudio.com www.ev"io.com �WpDO tIcl, Vp1 r AA. Alga` C L 46537 :C • NtO �oMA ENS p�'ti� O\^ COPYRIGHT 2011999 K � eeaeA/b REVISION: PERMIT SET DATE FEBRUARY 14, 20_10 DRAVrN By KMT CHEM BY FIRM GENERALNOTES SG. �w heat A: . W 1 .O1 `V O O cd Mr 0 W W O O cz C� W 1 I W 000 o 3 � 00 A/�•VA/�V� /�� 1•-LG"1 (` Od l F� W ^ ' 0M W ' O J T VJ IA.J 00 Qq O 00 d AO ivy'•,A i F/.•�� l j I LC.0 18149 �WpDO tIcl, Vp1 r AA. Alga` C L 46537 :C • NtO �oMA ENS p�'ti� O\^ COPYRIGHT 2011999 K � eeaeA/b REVISION: PERMIT SET DATE FEBRUARY 14, 20_10 DRAVrN By KMT CHEM BY FIRM GENERALNOTES SG. �w heat A: . DOUBLE 2. STUDS RE: FRAMING 2x STUDS RE: FRAMING 2x STUDS RE: FRAMING P.T. 2x CONT. PLATE w/ t? DIA x 1P LONG P.T. Zx CONT. PLATE wl 1? DIA x P.T. 2. CONT. PLATE w11? DIA x 10' LONG 1 W LONG ANCHOR BOLT WI 3' ANCHOR BOLT W/ 3' HOOK A.S. (e' EMBEDMENT) HOOK A.S. (8' EMBEDMENT) 3'47 0 3'-0" O.C. (U.N.O. ON PLAN) d WITHIN 1'4T' OF O.C. (U.N.0. ON PLAN) 6 WITHIN EACH END OF EACH PIECE OF SILL PLATE. 1'4i OF EACH END OF EACH PIECE 4 12 o.c. EA WAV OF SILL PLATE. 1? EXP. JOINT RE: FOUNDATION WALL RE: FOUNDATION WALL - MATERIAL, TVP. REINFORCING SCHEDULE REINFORCING SCHEDULE SLAB ON GRADE- RE: PLAN BRICK, RE: ARCH ...... 4x4-W4.OxW4.D WWF OR 03 0 ADDITIONAL #5 EA WAV HORIZONTAL BAR U• U ` (2) ROWS VERTICAL STEEL RE: FOUNDATION WALL REINFORCING SCHEDULE 0 WALL STEEL SPACING j RE: PLAN g• tx RE: PLAN l m 16 DOUBLE WALL BRICK LEDGE DEMISING 3/4- = 1'-0• 2'4Y 2'-0' I I NOTE: ONLY HORIZONTAL I BARS SHOWN, RE: FOUNDATION ) NOTES 8 FOUNDATION WALL REINFORCING SCHEDULE FOR ) VERT. BARS PLAN VIEW 1? EXP. JOINT MATERIAL EXTERIOR SHEATHING RE: FRAMING 2x STUDS RE: FRAMING P.T. 2x CONT. PLATE w/ t? DIA x 1P LONG SLAB ON GRADE - RE: PLAN BRICK RE: ARCH ANCHOR BOLT W/3" HOOK AB. (S' EMBEDMENT) SCHEDULE RE: PLAN/141j�@WALL kPL.A 6 OF 4x44N4.OxW4.0 VLNIF OR #30 RE: FOUNDATION WALL EACH ND OF EACH PIECE OFSILIL PLATE. 12 o.c. EA WAV REINFORCING SCHEDULE WALL W/ BRICK LEDGE 15 PROTECTIVE COVER. 6' CONC. STRUCTURAL SLAB, RE: FOUNDATION WALL REINFORCING SCHEDULE RE: ARCH SCORE SLAB w/ 1" DEEP CONTROL PROTECTIVE COVER, 0 DOOR JOINTS 0 200 S.F. MAX. REINFORCE •'� o. GRADE WI 04 0 1P o.o. LONGITUDINAL S #4 iIII I 4 1? i I i I—III—I I 010' O.C. TRANSVERSE (TYP) 10'04-, MIN. w n -I I _III—III _ DRILL 8 EPDXY #4 0 EMBED. 5" INTO WALL S IT INTO SLAB. Q .. -II _ )V MATERIAL. SPA IIII > w II 11� RE'MANUFA TURERCED REFOUNDATION WALL CORNER REINFORCEMENT REINFORCING SCHEDULE 1 2 RE: FOUNDATION WALL B.OWALLREINFORCING SCHEDULE RE: PLAN/141j�@WALL kPL.A 2x STUDS RE FRAMING SLAB ON GRADE - RE: PLAN STEEL SPACING P. T. 2. CONT. PLATE wl 1? DIA. x 10' LONG S" GARAGE FND. WALL W/ BRICK LEDGE 15 3/a• = 1•-0• PROVIDE 1" DEEP CONTROL JOINTS AROUND COLUMNS 4" SLAB ON GRADE; SCORE SLAB wl 1' DEEP CONTROL JOINTS 0 200 S.F. MAX (TVP. S 0 w z WOOD COLUMN w/ STAHOARD AB44 OR AB66 BASE PLATE OR P.T 2x4 PLATE ATTACHED wl (2)1? DIA WEDGE ANCHORS EA. PLATE SECTION. BEAR ON TOP OF SLAB HOLD TOP OF WALL DOWN 8 POUR SLAB OVER WALL RE: FOUNDATION WALL REINFORCING SCHEDULE RE: FOUNDATION WALL REINFORCING SCHEDULE .4 @ WALL STEEL SPACING 8' TYP. CORNER REINFORCEMENT FOUNDATION @ PATIO PERIMETER 1 2 3/4- = 1--0- 1 1 3/4- = 1•-O• HOLD TOP OF WALL DOWN e' P.T. 2x CONT. PLATE wl 1? DLA.. 10' LONG 2x STUDS RE FRAMING SLAB ON GRADE - RE: PLAN ANCHOR 801_7 W/3" HOOK A.B. (8- EMBEDMENT) P. T. 2. CONT. PLATE wl 1? DIA. x 10' LONG Z� STUDS RE: FRAMING 0 3'4Y O.C. (U. N.O. ON PLAN) S WITHIN 1'47 OF ANCHOR BOLT WI 3" HOOK AB. (8' EMBEDMENT) N EACH END OF EACH PIECE OF SILL PLATE. 0 O.C. ON PLAN) S WITHIN OF RE: FOUNDATION WALL REINFORCING SCHEDULE HOLD TOW DOWN TO POUR SLAB OVER WALL TE- EACH END OF EACH PIECE OF SILL PLATE. EACH F EACH PROTECTIVE COVER, 0 DOOR RE: FOUNDATION WALL RE: ARCH S" CONC. STRUCTURAL SLAB, REINFORCING SCHEDULE SCORE SLAB w11' DEEP CONTROL GRADE - RE: PLAN w n JOINTS 0 20D S.F. MAX. REINFORCE -� SLAB ON Q .. W/#401P o.c. LONGITUDINAL S#4 -•-_- 4x4-W4.OxW4.0 WWF OR #30 > 0 10' O.C. TRANSVERSE (TVP) ---'- 12 o.a EA WAV ( ,V V�I DRILL 6 EPDXY 94 0 10' O.C.. MIN.- till I EMBED. 5' INTO WALL S 121NTO SLAB. I I-IVEl I I III w OMIT 0 DOOR I I I I I W —_III—I VOID MATERIAL, SPACED 00 III_ REMANUFACTURER I I I SLAB ON GRA E-RE: PLAN I=1' 4x4-W4.0.W4.0 WWF OR #3 0 RE: FOUNDATION WALL REINFORCING SCHEDULE 1o.c. EA. WAY 2 RE: FOUNDATION WALL ° REINFORCING SCHEDULE -�� •-RE: to l ,• J� I 11' UNO 14.]4" 4xJ4" 0 WALL STEEL SPACING �100I O PLAN #4 x 0 WALL STEEL SPACING j RE: PLAN O 9' U S" mFND. WALL 0 BACK OF GARAGE TYP. DEMISING WALL @ GARAGE 3/4- = 1'-0- 7 3/4- = 1•_0• Zx STUDS RE: FRAMING P.T.2x CONT. PLATE wl1? DIA. x 1U" LONG G EXTEAEE 00 ANCHOR BOLT WT 3" HOOK AB. (8' EMBEDMENT) G 0 0 3'41' O.C. (U.N.O. ON PLAN) 8 WITHIN 1'47 OF RE: FALL 2x STUDS RE: FRAMING EACH END OF EACH PIECE OF SILL PLATE. REINFOULE BEYOND 18149 PRER. CH POUR SLAB OVER WALL 0 DOOR RE: FOUNDATION WALL REINFORCING SCHEDULE 6" CONC. STRUCTURAL SLAB, SCORE SLAB w/ 1' DEEP CONTROL 6" CONC. STRUCTURAL SLAB. SCORE SLAB w/ 1'DEEP CONTROL JOINTS 0200 S.F. MAX. REINFORCE W/#4 010" o.o LONGITUDINAL 8 #4 JOINTS0200 S.F. MAX. REINFORCE 010' O.C. TRANSVERSE (TVP) WI #4 010'...,. LONGITUDINAL 6 #4 — 0 10' O.C. TRANSVERSE (TYP) � 4 1/2" 61 DRILL S EPDXY 04 0 ITox., MIN. III—_I VOID MATERIAL. SPACED RE: i _ _ I—III _ EMBED. 5"INTO WALL 812INTO SLAB. I- MANUFACTURER a I—III—I I I_ I I VOID MATERIAL, SPACED O I—I O I— ' RE: MANUFACTURER w RE: FOUNDATION WALL -III—III "Ell ¢ REINFORCING SCHEDULE RE: FOUNDATION WALL REINFORCING SCHEDULE RIGID INSULATION, RE: ARCH *440 WALL STEEL SPACING ¢ I V LINO #1 z J. 0 WALL STEEL SPACING ¢J RE'. PLAN O RE: PLAN S- O m FOUNDATION WALL @ DOOR TYP. DEMISING WALL @ UNIT STEP 3 3/4- FOUNDATION I I •'I' DRAIN, RE: SOILS RE: FOUNDATION WALL REPORT REINFORCING SCHEDULE • RIGID INSULATION. RE: ARCH 10'UNO 1Mx� WALL STEEL SPACING v RE: PIA e f7 FND. WALL W/ BRICK 1 4 3/4- = t•—O• BUILDER MAY ELECT TO CAST 8. WIDE CONC. HAUNCH IN PLACE wl 2 -IV AS SHOWN: MIN. SIZE: 24Y' 4" EMBED. a y� 3 PROTECTIVE COVER, z RE: ARCH 344 CONT. CENTERED OVER HAUNCH CAST IN PLACE OPT. JOS SYSTEMS PLASTIC HAUNCH AS SUPPLIED BY BARTON SUPPLY SLOPE, R .CIVIL , BACKFILL SOIL 6 COMPACT PER GEOTECH.REPORT — 4" CONC. ARO 0 0 0 —11 RE:JOS SYSTEMS PLASTIC HAUNCH OR DRILL 5/8" DIA. HOLE. EPDXY HAUNCH BAR I PRE -CAST BOLT HAUNCH BY OTHER MAY w/ HILTI-RE 100 ADHESIVE. 10" MIN. EMBED. BE USED. PRE -CAST TO HAVE MIN. 1? COIL RODx18' 8 N4 BAR ALL AROUND. INTERRUPT RIGID INSULATION PROVIDE SUBMITTAL OF PRE -CAST AT HAUNCH LOCATIONS CONCRETE HAUNCH PRIOR TO USE. HAUNCH SECTION 1 O 3/4- STEM WALL 8 WOOD FRAMING BEYOND �I IT SLAB ON GRADE - RE: PLAN ' 4x4-W4.OxW4.0 WWF OR #3 12 0... EA. WAV z i c7 Q% #5 BAR III III III, T.O. WAL HOLD TOP OF WALL DOWN e' RE: PLAN n 0 GARAGE DOOR 8 POUR SLAB SLAB ON GRADE - RE: PLAN OVER WALL o RE: FOUNDATION WALL >? REINFORCING SCHEDULE N RE FOUNDATI N WALL REINFORCING SCHEDULE 117 EMBEDDED V412x35 COL., RE: PLAN BASE PLATE -- -• Nd BTIRU ANVOR c. (4) t? DIA. HILTI AWS AROUND ANCHOR WELDED HEADED BOLTS (BEYOND) STUD ANCHORS SECTION A•A WAtBOOUN 41? BRICK LEDGE 1? EMBEDDED BASE PLATE WI2x35COL.,RE: PLAN ECONCRETE CURB, RE: PLAN (4)1? DIA. HILTI AWS WELDED HEADED STUD ANCHORS RUPS ARDANPHORARLTS(BEYOND) MOMENT FRAME BASE PLATE COLUMN, RE: FRAMING 1? DIA. J41OLT, WEDGE ANCHOR. OR EPDXY BONDED ALL THREAD \ COLUMN BASE, RE: FRAMING BOLT W/ 4' EMBEDMENT \ o Nk1=I 1 I — (4) #4 VERT,12 L DOWELS Wl z N "�'„c' 'J�� #4 TIES 12" O.C. i c7 Q% PILASTER, RE: FOUNDATION PLAN FOR SIZE Z `•' PEROIT SET 1 1? CLEAR 1? EXP. JOINT MATERIAL O SLAB ON GRADE - RE: PLAN BOLT W/ 3" HOOK A.B. (e' EMBEDMENT) 3'bT O.C. 4x4-W4.OxW4.0 WWF OR #3 0 CONTRACTOR TO VFY T O WAL _ PILASTER BEARS ON RE: PLAT Cd NATIVE SOIL OR PIECE OF SILL PLATE. I—III—III—III COMPACTED FILL, RE: -4--) bA GEOTECH. .. 14. �!N O WALL STEEL SPACING RE: PLAN GARAGE WALL @ OH DOOR r -o- 2. STUDS RE: FRAMING P.T. Z CONT. PLATE wl 1? DIA. 10" LONG ANCHOR BOLT WI 3" HOOK A.B. (8" EMBEDMENT) 0 3'-0' O.G. (U. N.O. ON PLAN) 8 WITHIN 1'-0' OF EACH END OF EACH PIECE OF SILL PLATE. RE: FOUNDATION WALL REINFORCING SCHEDULE S' CONC. STRUCTURAL SLAB, SCORE SLAB w/ 1" DEEP CONTROL JOINTS 0 200 S.F. MAX. REINFORCE W7 #4 0 10' o... LONGITUDINAL S #4 010" O.C. TRANSVERSE (TYP) EMBED 5" INTO WALLS 121NT0 SLAB. iIII I I I III I I I_I III I I I DRILL 8 EPDXY #4 0 10" o.a, MIN. VOID MATERIAL, SPACED RE: MANUFACTURER �- RE: FOUNDATION WALL REINFORCING SCHEDULE 11' UNO 04. J"^�+ 0 WALL STEEL SPACING O RE: PLAN g TYP. DEMISING WALL Q LIVING 2 3/4- =1'-0• RE: FOUNDATION WALL REINFORCING SCHEDULE RE: FOUNDATION WALL REINFORCING SCHEDULE It. PLAN .'°RE: PLAN 0 WALL STEEL SPACING B" FND. WALL W/ FOOTING @ GARAGE 1 —D 26 STUDS RE: FRAMING EXTERIOR SHEATHING P.T. 2x CONT. PLATE w/ 1? DIA x 10" LONG RE: FRAMING ANCHOR BOLT W/ 3" HOOK A.B. (8" EMBEDMENT) RE: FOUNDATION WALL 03'4Y O.C. (U.N.O. ON PLAN) 8 WITHIN 1'4Y OF REINFORCING SCHEDULE EACH END OF EACH PIECE OF SILL PLATE. PROTECTIVE COVER, RE: ARCH 6' CONC. STRUCTURAL SLAB, Wstudlo Denver, CO Evergreen, CO Austin, TX 303.670.7242 design@evsludiO.COm iWectwns@evstudio.com www.evstudio.wor PATIO POST PILASTER Q% 9 3/4• 2x STUDS RE: FRAMING PEROIT SET P.T. 2x CONT. PLATE w11(2 1? EXP. JOINT MATERIAL DIA. x 10" LONG ANCHOR SLAB ON GRADE - RE: PLAN BOLT W/ 3" HOOK A.B. (e' EMBEDMENT) 3'bT O.C. 4x4-W4.OxW4.0 WWF OR #3 0 (U.N.C. ON PLAN) S VL4THIN T O WAL 12 o.c. EA. WAY 1'-0" OF EACH END OF EACH RE: PLAT Cd RIGID INSULATION, RE: ARCH PIECE OF SILL PLATE. - S'pq x J � 0 WALL STEEL SPACING v RE: PLAN 8" O^ p 1 -4--) bA TYPICAL FOUNDATION WALL f Q% !� J n .r' _I v .. 14. �!N O WALL STEEL SPACING RE: PLAN GARAGE WALL @ OH DOOR r -o- 2. STUDS RE: FRAMING P.T. Z CONT. PLATE wl 1? DIA. 10" LONG ANCHOR BOLT WI 3" HOOK A.B. (8" EMBEDMENT) 0 3'-0' O.G. (U. N.O. ON PLAN) 8 WITHIN 1'-0' OF EACH END OF EACH PIECE OF SILL PLATE. RE: FOUNDATION WALL REINFORCING SCHEDULE S' CONC. STRUCTURAL SLAB, SCORE SLAB w/ 1" DEEP CONTROL JOINTS 0 200 S.F. MAX. REINFORCE W7 #4 0 10' o... LONGITUDINAL S #4 010" O.C. TRANSVERSE (TYP) EMBED 5" INTO WALLS 121NT0 SLAB. iIII I I I III I I I_I III I I I DRILL 8 EPDXY #4 0 10" o.a, MIN. VOID MATERIAL, SPACED RE: MANUFACTURER �- RE: FOUNDATION WALL REINFORCING SCHEDULE 11' UNO 04. J"^�+ 0 WALL STEEL SPACING O RE: PLAN g TYP. DEMISING WALL Q LIVING 2 3/4- =1'-0• RE: FOUNDATION WALL REINFORCING SCHEDULE RE: FOUNDATION WALL REINFORCING SCHEDULE It. PLAN .'°RE: PLAN 0 WALL STEEL SPACING B" FND. WALL W/ FOOTING @ GARAGE 1 —D 26 STUDS RE: FRAMING EXTERIOR SHEATHING P.T. 2x CONT. PLATE w/ 1? DIA x 10" LONG RE: FRAMING ANCHOR BOLT W/ 3" HOOK A.B. (8" EMBEDMENT) RE: FOUNDATION WALL 03'4Y O.C. (U.N.O. ON PLAN) 8 WITHIN 1'4Y OF REINFORCING SCHEDULE EACH END OF EACH PIECE OF SILL PLATE. PROTECTIVE COVER, RE: ARCH 6' CONC. STRUCTURAL SLAB, Wstudlo Denver, CO Evergreen, CO Austin, TX 303.670.7242 design@evsludiO.COm iWectwns@evstudio.com www.evstudio.wor F V.- a 46537 r 'DNA O� COPYRIGHT MII REVISION SCORE SLAB w/1" DEEP CONTROL Q% Q 7 W/#4010"...,. LONGITUDINAL B#4 010' O.C. TRANSVERSE (TYP) PEROIT SET �1 DATE: FEBRUARY 14,28q I -III -III -II _ DRILLB EPDXY #4010...,., MIN. ' I EMBED. 5' INTO WALL 8121NTO SLAB. ��Sy ANT piEC�DBY ft —III I VOID MATERIAL, SPACED RE: b -III-IIII uMANUFACTURER I o FOUNDATION o DRAIN, RE: SOILS RE: FOUNDATION WALL 0 REPORT REINFORCING SCHEDULE Cd RIGID INSULATION, RE: ARCH DETAILS - S'pq x J � 0 WALL STEEL SPACING v RE: PLAN 8" O^ p 1 -4--) bA TYPICAL FOUNDATION WALL or�I Q% !� J I Ito O O `xf- r 1 00 ( ,V V�I w W 00 o In_� 00 cz w l OO r-4 �100I O / z 00 O cz:i 00 cz i -M 0 I 18149 F V.- a 46537 r 'DNA O� COPYRIGHT MII REVISION SCORE SLAB w/1" DEEP CONTROL - JOINTS 0200 S.F. MAX. REINFORCE 7 W/#4010"...,. LONGITUDINAL B#4 010' O.C. TRANSVERSE (TYP) PEROIT SET GRADE DATE: FEBRUARY 14,28q I -III -III -II _ DRILLB EPDXY #4010...,., MIN. ' I EMBED. 5' INTO WALL 8121NTO SLAB. ��Sy ANT piEC�DBY ft —III I VOID MATERIAL, SPACED RE: 11111111 -III-IIII uMANUFACTURER I o FOUNDATION DRAIN, RE: SOILS RE: FOUNDATION WALL 0 REPORT REINFORCING SCHEDULE FOUNDATION RIGID INSULATION, RE: ARCH DETAILS - S'pq x J � 0 WALL STEEL SPACING v RE: PLAN 8" , son R ' t. y TYPICAL FOUNDATION WALL or�I !� J I Ito o �kj bre o f o' � 2x STUDS RE: FRAMING 3 Jn /tom J {..�' EXTERIOR SHEATHING RE'. FRAMING 3 I n r I (�J BRICK BEYOND POUR SLAB OVER WALL 0 DOOR /) 3 RE: FOUNDATION WALL REINFORCING SCHEDULE g• CONC. STRUCTURAL SLAB. SCORE SLAB wY I'DEEPCONTROL JOINTS Q 200 S.F. MAX. REINFORCE WI. @ 1 V o.c. LONGRUDINAL d 14 1 4121 517 ®10' O.C. TRANSVERSE (TVP) 0 IIII III VOID MATERIAL x. V FOUNDATION I_I � DRAIN, RE: SOILS I RE: FOUNDATION WALL REPORT REINFORCING SCHEDULE RIGID INSULATION, RE: ARCH v m 1('UNO poxJry @ WALL STEEL SPACING mRE: PLAN 8" FND. WALL AT FRONT DOOR 2 Q, BCALE: ala' = 1'-0" / ss / arwo / •a / �'s/:e wo14 C %4/ / UNIT Y4 -E Lot 11a B2a F3 7850 W 43rd Cirde / .Exroncxan . sr. orris ma •exrwcxa..w .,i....,R.o...,... / A ur UNIT Y14A UNIT Y7 -IA UNIT Y14A Lot 10a B2a F3 Lot 9a 82a F3 Lot 7 B2 F3 7846 W 43rd Circle 7842 W 43rd Circle 7834 W 43rd Circle "4'—, ._.q / UNIT Y2 -IA Lot 8 B2 F3 7838 W 43rd Circle 6A-PLEX FOUNDATION PLAN 1 SCALE: 3116' = 1'-0 UNITY2-E / Lot 6 82 F3 7830 W 43rd Circle DD Z Wstudlo Denver, CO Evergreen. CO Austin, TX 303.670.7242 design@evstudio.com inspeCtOnS&vduXOM www.eystudio.com PERMT SET DATE FEBRUARY 14.20ID DRAWN BY: IOAT CIECT®BY. RRM FOUNDATION PLAN SM O -) 0 x. V C C'yr� v _ Q, 0 1�y� 0 3 03 o t W Q 000 1• �+ � CIO 00 IITiVV w�tl O � CI0 as 7f4 W s�00 t— ✓ o 00 E-� ora 18149 �eay5 a. Ax4e o 46537 ' �; �DBALE7'� Jr ryo a�° orJ. COPYRIGHT 2011 REVISION: PERMT SET DATE FEBRUARY 14.20ID DRAWN BY: IOAT CIECT®BY. RRM FOUNDATION PLAN SM City of Wheat Ridge Single Family - New PERMIT - 202000368 PERMIT NO: 202000368 ISSUED: 03/11/2020 JOB ADDRESS: 7830 W 43rd Cir EXPIRES: 03/11/2021 JOB DESCRIPTION: Yarrow Gardens - 3 story townhome, 2 bedroom, 2.bath with deck, 1 powder bath, 2 car attached garage - 1,577 sq ft total (Model Y2 -E) *** CONTACTS *** OWNER (303)707-4400 TH YARROW GARDENS LLC GC (303)707-4422 GENE W. MYERS 180370 THB WESTRIDGE LLC SUB (303)717-5428 JAMES/JACLYN TIRONE 180385 LEGACY ELECTRIC LLC SUB (303)978-1051 TODD WOODFORD 070071 C&T PLUMBING LLC SUB (303)761-9276 CHRISTOPHER REISTER 170100 STEEL T HEATING, INC. *** PARCEL INFO *** ZONE CODE: MU -N / Mixed Use Neighborh USE: UA / Unassigned SUBDIVISION CODE: 2 / Multi -Family Vacant BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 186,926.00 FEES Total Valuation 0.00 Plan Review Fee 1,100.58 Use Tax 3,925.45 Permit Fee 1,693.20 Engin. Review Fee 50.00 ** TOTAL ** 6,769.23 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 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. WSP-18-09) 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. ®� A t City of Wheat Ridge A Single Family - New PERMIT - 202000368 PERMIT NO: 202000368 ISSUED: 03/11/2020 JOB ADDRESS: 7830 W 43rd Cir EXPIRES: 03/11/2021 JOB DESCRIPTION: Yarrow Gardens - 3 story townhome, 2 bedroom, 2.bath with deck, 1 powder bath, 2 car attached garage - 1,577 sq ft total (Model Y2 -E) I, by my signature, do hereby attest that the work to be performed shall comply with all accompany in 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 e u attest that I am le ally authorized to include all entities named within this document as parties to the work to be r r ed that all work be per rmed is disclosed in this docu en nd/or it ' ac mpanying approved plans and specifications. ignature of OWNER or CONT R (Circle one) to 1. This permit was issued based on the information provided in thermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicab a 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 maybe subject to a fee equal to one-half of the originalpermit 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 androcedures 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 required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. Theis ce or grantin f a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any app h b co or any inance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. city of �OMAWheat f dgc IUNITY1 _Vrl.Of'Ml N -f Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(c_ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # �babOa�C�B Plan Review FF /" /a0• �� Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 7830 W 43rd Circle L.0�' �� SIX 2— — Fi i l h #3 v Property Owner (please print): THB Westridge LLC Property Owner Email: dvonfeldt@thrivehomebuilders.com Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 1875 Lawrence St., #900 Denver CO 80202 City, State, Zip: Denver CO 80202 Godden Sudick/EV Studio Architect/Enaineer: Phone: 303-707-4422 Architect/Engineer E-mail: kylie.tawney@evstudio.com Phone: 303-670-7242 Contractor: THB Westridge LLC City of Wheat Ridge License #: 1803W 3 - Cb Pho Contractor E-mail Address: dvonfeldtCa_thrivehomebuilders.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Deia Vonfeldt CONTACT EMAIL(p/ease print): dvonfeldt@thrivehomebuilders.com Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Legacy Electric Plumbing: C&T Plumbing W.R. City License # 180385 W.R. City License # Phone: 303-707-4462 Mechanical: STeel T Heating & Air W.R. City License # Other City Licensed Sub: FJ COMMERCIAL V RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Y2 -E (Part of 6 Plex, 2 car att garage, 2 bdrm, 2 full bath, 1 Powder Baths, A/C, End Unit, Exterior Deck/ Patio below, Landscape/irrigation per plan, Navian Tankless HWH Commercial Projects Only: Occupancy Type: Construction Type: SY Sq. Ft./LF 1577/ 466 garage BTUs 80,000 furnace/199,900 hwh Gallons 5.6 Amps 200 Squares Project Value: (Contract value or the cost of all materials and labor included in the entire project) $186,926 /CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWN CO ACTOR) `(AUT ORIZE PRESENTATIVE) of (OWNER) O TRACTOR) a ((/dry Signature (first and last nam O DATE: 1� pllJ a O Printed Name: Deia Vonfeldt DEPARTMENT USE ONLY ZONING COMMMENTS: 4_L-w� Ak—•"r ft4t-t-0-3 fL—C owv4ir OCCUPANCY CLASSIFICATION: Z r1_6 tote CONSTRUCTION TYPE: V06 Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: 3 °ermit may be ISSUED. Public Works takes no exception with the Building Permit Application for the above address in Building 0 , and hereby approves the PUBLIC WORKS COMMENTS: application. Prior to issuance of the last C.O. for the building, a Grading Certification Letter shall be required from the Engineer of Record certifying that the final grading has been completed and is in general c v �� Reviewer: Grading Plan, and that the drainage shall function p r the approved Final Drainage 2 Zp Aof,ID Building Division Valuation: � City of beat � e PUBLIC WORKS BUILDIll G PE"IT APPLICATION RE plEW Location: 78 3t-) 1.43"4 ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a AlaW TO WY,J I-It-MAe located at the above referenced address. Please note the comments checked below. 1. Site Survey: -A/ 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 & SWMP Approved: Yes _ No _ N/A 4. Public Improvements to be completed: 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 vl No f. storm sewer: Yes No g. Letter of Credit (LOC) required: �/ Yes No h. Funds in lieu of construction: Yes V No If an LOC or funds in lieu of are required, for what improvements? Amount of the LOC or funds: 5. _l SIA/PIA required: Yes _ No 6. _� Traffic impact analysis required & approved; — Yes No 7. �_ Street Access Permit required: _ Yes No 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: 9 Olaf 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 Permits /Application, subject to the stated or attached stipulations. ��� v VGfcNI A44Q, :2020 Signature IkAgV— - VAN AIA T j AAj Date 10. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the following reason(s): Signature David F. Brossman, P.L.S. Date 11. Stipulations: /ZeFPfZ %Cd 63a?A 12. 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 Certification Letter with by As -Built plans shall be required prior to the issuance of the Certificate of Occupancy. Rev 06/2013 City of h6ati e PUBLIC WORtcs City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORDS DEVELOPMENT REVIEW PEES t .WJW/ _♦ Location of Construction: 7630 Al. 4'•3 r e� /.P=, Purpose of Construction: Air, W - o k 1.k1P4oxAr= Single Family Commercial Multi -Family_ Development Review Processing Fee: ................................................ $100.00 $ (Required of all projects for document processing) Single Family Residence/Duplex Review Fee:........ ............................. $50.00 $ Geo ^ o� Commercial/Multi-Family Review Fees: (Fees include reviews of the 1 n and 2nd submittals) o Review of existing or minimal technical documents: ........................ $200.00 $ ® Initial review' of technical civil engineering documents: ................ $600.00 $ c Traffic Impact Study Review Fee: .................................................... $600.00 $ © Trip Generation Study Review Fee: .................................................. $200.00 $ ® Stormwater Management Plan (SWMP) Review Fee: ....................... $200.00 $ o O & M Schedule Review & SMA Recording Fee ............................. $100.00 $ ® Construction Control Plan ................................................................. $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 civiVstormwater/traffic documents, furtber reviews will be subject to the following Resubmittal Fees: © Resubmittal Fees: 31 submittal ('/z initial review fee): .................................................... $300.00 $ 41 submittal (full initial review fee): ................................................. $600.00 $ Allsubsequent submittals: ................................................................. $600.00 X = $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): 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 xi.wheatridge.coms Rev 05/19 City of h6at,L e ' �tih€ 1C \Af0RKS 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 DATED: 17 1 Za2o ADDRESS: 6212 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 303.235.2864 Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File wH � w. cl: w 6 ea tri d � t. cb. ►t s Rev 2/08 bl' dr City of A w r wh eatlcl ge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORA This orm mast be signed y each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number most be provided in the applicable space. Subcontractor's insurance and license most be up to date prior to permit issuance. Project Address:_ -T% 30 P. `430 C i r Permit #: General Contractor. THB WeWidtie LLC Electricals Sub -Contractor I Company Name.L"ecy Electric Phone 0: State License #: Master #: 1 o w 11Vtieaf tidgeJCdoe»s # .�'y Z � (required field) Al N Signature of Authorized Agent Dat Plmnbing Sub-Contrmctor Company Name: C&T Plumbing Phone #: 303-978-1051 State License #: D c o Z0 Master t 0 D R'iieat lt'idge:yAiinee #:: {o.:::;f ;- . (required field) 0 a/ 2 a c� g Sigastmre of orized Agent Date I Mechanicxii Contractor I Company Name: Phone:, 3 -761 7(le t V.:3✓.•:' ..:,(required field) 1 h@ ofAuthorrzed Agent Date[ SITE SP I {I LOT = 6 TOF = N1�1ST BE ON SITE FO GARAGE SLAB = 20.4 GRADE BEAM = 14" t, t�r'O cc *FROST DEPT00.8 ' 12 f8 to POUR 3" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE DRAINAGE LOT -7 TOF = 21.2 GARAGE SLAB = 20.4 GRADE BEAM = 14" (21.2-20.4=00.8* 12=10"+4"=14") 'FROST DEPTH MUST BE MAINTAINED LOT = 8 i s -t 8 19.6 t 6 TOF = 21.2 GARAGE SLAB = 20.4 v P U ° GRADE BEAM = 14" O U O K (21.2-20.4=00.8'12=10"+4"=14") 'FROST DEPTH MUST BE MAINTAINED 0 LOT = 9a CANT. � 1yx ax 1 TOF = 21.9 N - N o. GARAGE SLAB = 20.7 .14 lax 12 1'D � - lex GRADE BEAM = 18" 3.7 (21.9-20.7=01.2'12=14+4=18) n O `FROST DEPTH MUST BE MAINTAINED FRONT a Z SETBACK M 6.0 LOT = 10a I TOF = 21.9 20.5 00 I GARAGE SLAB = 20.7 ► GRADE BEAM = 18" /- Wheat >� m oZ 7x N lax rx 7 0 (21.9-20.7=01.21,/�TY DEVELOPMENT• 3 'FROST DEPTH MUST BE LOT =11a APPROV D 24- 4% lax X NN TOF = 22.6 . t` Review for Code mplian' t 9 21 t < GARAGE SLAB = GRADE BEAM 2 + 4"/7"",= \ 17) FROST 7 Q of : The Issuance of a �ArNt roww of plans spe ocat"ont SCALE:ondj1lM@� 6t,- shaN not be a permit , Oran o ffliMODEL S!5iwu 01 the Dutiding code or ofmW aty ordu uAms. PermN.t r�u_ v Donal _A _ O�th! O I N RONT i CHANGED TO PIPE PER BUILDING 7 DESIGN, E LOT 11 0 9 ESI&A, t R REVISED PER IARS - AL 02-04-19 -GENERAL REDLINRNE- A-19 -ADD METER PIT PER THRNEAL. UILDINC MOVED 1'- 02-16-19 -ADD CURB STOP S PER T. - AL. 11-20-19 - BUILDING PLANS CHANGED. LOTS 9, 10 AND 11 WIDTHS CHANGED PER JAY - AL. 12-19-19 -CHANGE FILING NUMBER PER PIAT ADJUSTMENT, LOT 6 MODEL CHANGE - AL 01-10-20 -CHANCE FILING NUMBER, LOT AND BLOCK NUMBERS PER LOT LINE ADJUSTMENT - AL 01-27-20 - ADD DOWNSPOUTS AND EXTRA PIPES UNDER WALK PER DELA - AL Ot-29-20 -MORE REDLINES - AL COUNTY: JEFFERSON CITY: WHFATRIDGE ADDRESS: DRAWN BY: AL T:1Projecta.YARROW GARDENS F3\YARROW GARDENS F3.d.R, Ir9r020 11:36.00 AM, alai THB WestRidge LLC PLOT PLAN • ECEIVE � I TRACT F PRIVATAND EME GENCY ACC SS AND UT LITY i WEST 43RD IRCLE I 30' NATEREASEMENT N89'46'- 7"E - -_� 20-o±- 19.8t- (19.57) -(474 (19.9 < `W fh9.�a) a c ( .oa) 19.ae) n o� n 6 n <K I( r -I 1,798 SOFT ,023�5� 1 0233 SS F 1I,2� OFA N 1 0233 S`OF 1,57$ SOFA " r 1 .B CONN CONC. CON CONC. CONC. CONC- VF 1 7x rn l DRIVn CANT. 22.0 0 16.5 16.5 0 20.0 016.5 20.0 s C1RB I- `�` wM o `a M o ++a M o M N a o M a M- K ao7 CV �Io O �I0 N N�o O 1 O �I If) �1N _ OVERSIZE N OVERSIZE O 04 OVERSIZE C4 2 -CAR ° 1 -CAR to 1 -CAR `O O ED 2 -CAR I' `J 2 -CAR 1 -CAR O CO Ro.O' o GARAGE - GARAGE N 3: GARAGE GARAGE GARAGE 3: GARAGE O 4. M 0 #7850 K) #7846 #7842 #7838 #7834 r,) #7830 10' 1 • of I`�TOS=5421.2 TOS=5422.6 ATOS=5421.9 OTOS=5421.9 TOS=5421.2 d TOS=5421.2 N v 1 I'7 1 16.5 N) 1 16.5 T YARROW GARDENS ' 20.0 YARROW GARDENS 21.0 1 NARROW GARDENS Z ARYL GIAENS O Z YARROW IAENS O FOY1-IATP 83 O YARRY2-E-S 1,0� 1 15 a sx � Y 1 -IA Y4 -E FOOTPRINT- 83 Z F TPRINT�83 [[ Z Z FOOTPRINT= O S FOOTPRINT=909 J SLAB SLAB FObTPRINT=827 S B SUINT O 1D 4.4SLA6 8.5 0�) B.5 11. SLAB Q m 8.5 1 .4 °xo 6.8 �, 6.8 0 N K PATIO 06.8 - 0 •r 0 0 o P�TIo 0 01 Ano �SDL ° + CK ABOIE _ I� DECK na O DECK nAE� DECKI a0 10xN 20.1 1 22.o°O _ 2 M 2. 0. 1 21. <m 2 .`JK° r2 1. .1 2D mP' ..� • '0 7 9 1 .6 - 20.'� x - 2 21. e z s ° z .z .a s 6 0 .a 20. 5. Oe zo. t ; s ° 1 pax ...D 2 .00a < 1 .50s w i,s N r Q 00 ° zo.a n 20.3 1 6 A C 2 p 4" PVC 4" PVC 2 4 2 .4 PV 21.1` 4. PY 2 y8 4" PV 1 .8 •1 1�• •• 4 20.3 N\ 20.5ri� 20.3 < 20.4 N,y` 19.8 'A\TRACT C 29 te'a2019 4 NITARY �,.� I LIQ yl *` lT\\\ F. SEWER EASEMENT 2 0 _ _ _ 2x t 6 27c a _, zs DRAIN m 2x sx _ 17.0 -117.0 _.-. .� 17.9 � N , PLOT PLAN NOT TO BE USED FOR EXCAVATION PLAN OR FOUNDATION PLAN LAYOUT. PLOT PLAN SUBJECT TO APPROVAL BY ZONINGIBUILDING AUTHORITY PRIOR TO STAKEOUT. EASEMENTS DISPLAYED ON THIS PLOT ARE FROM THE RECORDED PLAT AND MAY NOT INCLUDE ALL EASEMENTS OF RECORD. PLOT PLAN MUST BE APPROVED BY BUILDER PRIOR TO ORDERING • STAKEOUT. 01-16-19 LOT CORNER ELEVATION CHECK: NOT TAKEN P LOT 6-8 BLOCK 2 AND LOT 9a -11a BLOCK 2a LOT a 1830 W 6 EST 43RD IRC.E 7 7834 WEST 43RD C1 RC E 81938 WEST 43RD CIRC E 9a 7842 WEST 4SRD CIRC -E 10a7846 WEST 43RD CIRCLE 11a 7850 WEST 43RD CIR LE >, o .Z: N V 7 c � � o0 'Q E c O u o. 41 C mo a W O ` _ \ N / N O � CDz CDCLLLJw a � F &bNTj <M lal �O ot1 SETBACK LEGEND rD FINISH GRADE: CRAWL SPACETION STEPTE OUNT TE ELEVATION \7X DIRT/CONC. ELEVATION AT b CENTER OF CURB STOP (XX.XX) DIRT/CONC. ELEVATION AT CENTER OF METER P Surveying, In m Sperializinq In Home SuMer Ser is Since 1985. 6841 South Yosemite Street 1100 Centennial. CO X 112' -USA Phon n (303) 850-0559 Fax: (303) 850-0711 E-mail: info®bjsurvey.net 1,400 et, f4) (Z. 0 < �: )sk 11 0 0 CF T ml, Z'4- 3: 0 0 I - c ;u m > m z G) z Z rn Z 4 > G) 0 )m Z C M;u z -n m m o 0 m ;mu < 2 7r - M G) M cn 0 o > 0 m o o o -n Op -0 Ca La 0 ;-q rn M.. Ln 0 0 z > N-tt n m * > z G) m m ,J i it ITE PLANS N SITE FOR INSPECTION LLPro a w• to Field Ins , . I STORAGE!!r F� TMECH L 1 UNFINISHED ED i F DJL ENTRY Cir Powder Room PORCH7 Accessible Unit 19'-2" x 9'-0" Lot Specific Ask for more info Exterior Unit Interior Unit 11 Second Floor KITCEI=N IM DINING ROOM ---------------- LIVING ROOM 10- x W -10"I OFT, eaEv DECK 17-5` x 9.-0" 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. WSP-18-09 or WZ-18-24) 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. I niru rioor Exterior Unit Interior Unit Exterior Unit Interior Unit RECEIV 0D. g ,i enaeowINKA WestRld e r.n ,r e Only production builder 4299 Yarrow Street A A d n hi B Nq In the U.S. to win this Aid 6 � � ; � � d � , � � h; �, � � � �'"' � Wheat Ridge, CO 80033 i,y ,o � n,alrpLUS Innovation m g Housing Award • • c Nj ZRl 6 years in a row! 303.707.4448 n" 441 ThriveHomeB uilders.com Homes that do more. i 2 CAR GARAGE 19'-2" x 22'-7" STORAGE!!r F� TMECH L 1 UNFINISHED ED i F DJL ENTRY Cir Powder Room PORCH7 Accessible Unit 19'-2" x 9'-0" Lot Specific Ask for more info Exterior Unit Interior Unit 11 Second Floor KITCEI=N IM DINING ROOM ---------------- LIVING ROOM 10- x W -10"I OFT, eaEv DECK 17-5` x 9.-0" 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. WSP-18-09 or WZ-18-24) 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. I niru rioor Exterior Unit Interior Unit Exterior Unit Interior Unit RECEIV 0D. g ,i enaeowINKA WestRld e r.n ,r e Only production builder 4299 Yarrow Street A A d n hi B Nq In the U.S. to win this Aid 6 � � ; � � d � , � � h; �, � � � �'"' � Wheat Ridge, CO 80033 i,y ,o � n,alrpLUS Innovation m g Housing Award • • c Nj ZRl 6 years in a row! 303.707.4448 n" 441 ThriveHomeB uilders.com Homes that do more. i CJTY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: M w 4 KIZI,C_' 1 Permit Number:" " ❑ No one available for inspection: Ti Re -Inspection required: Yes l When corrections have been http://www. ci. wheatridge.co. u D&. inspector at: City of Wheat Ridge Residential Electric PERMIT - 202000264 PERMIT NO: 202000264 ISSUED: 02/05/2020 JOB ADDRESS: 7830 W 43rd Cir EXPIRES: 02/04/2021 JOB DESCRIPTION: Installing temp power pole, 200 AMPS *** CONTACTS *** OWNER (303)707-4400 TH YARROW GARDENS LLC SUB (303)717-5428 JAMES/JACLYN TIRONE 180385 LEGACY ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: MU -N / Mixed Use Neighborh USE: UA / Unassigned SUBDIVISION CODE: 2 / Multi -Family Vacant BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,250.00 FEES Total Valuation 0.00 Use Tax 47.25 Permit Fee 93.35 ** TOTAL ** 140.60 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2017 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection. 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 aim the legal owner or have been authorized by he legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perform5e ,and hat all workktto�be p orm-A is disclosed in this document and/or its' accompyinying approved plans and specifications, �Z Signature of OWNER or OONTRACTOR (Circle one) Date I, 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 obe ne-half of the original _permit fee. 3. If thise standard requirements, feit es andprocedures a new i for approval of any new permit. Reuired to be obtained. s ssuancuance of a new e o extension of xpermit shall o ed permitect s is at he sole discretion of the Chief Building Official and is not guaranteed, I. 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. i. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. ;, The issuance orgranf of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appi {ile c 'de ora d'nance or regulation of this jurisdiction. Approval of work is subject to f eld inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of' I heat j _ge Co>umUNITY Drvr_tormr.NT Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # d' e) �)—b 6 Z)"'? (ac/ Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: T U 2,-7y �J a-? "'� i�ti fG t.� Property Owner (please print): _TbJ i1Z �j�, ����,��e✓� Phone: 3d3- 707 'Jyea Property Owner Email: Tenant Name (Commercial Projects Only) 1 R &V-'rl) w. (=I Property Owner Mailing Address: (if different than property address) Address: I �� ra� I'e-p �} City, State, Zip: Tlem g Architect/Engineer: L 0 A—C ✓1 � W/11 �` Architect/Engineer E-mail: L-) W 14/, G Phone: 3 23SS_ `}q y _ Contractor Name: '�j-} 41'ro-ul 6,a,-//-�'1 L City of Wheat Ridge License #: TO -3 8 S� Phone: � ��� � 71 Contractor E-mail Address:_C -� ; ld For Plan Review Questions & Comments ((Please p,,r/int): CONTACT NAME (please print): "Y -to -n r! l�V- "� Phone: 303 c� 3% � - �„5Y O CONTACT EMAIL(please print): %t-06LYl"t Sub Contractors ( ust pr vide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: L v 'I diC� �LCY c JV, Plumbing:G aT ly�, LZ Mechanical: 5j4�-Ige W.R. City License # �� 3 W.R. City Licensee # 0_11;0.4 W.R. City License # i 70 fG Other City Licensed Sub: Other City Licensed Sub: i City License # City License # Coniplete all hi s` t fl s -f ii v.. ❑COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. Ft./LF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) O"'NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONT ACTOR)Tvr ((J THOZZED REPRESENTATIVE f (OWNER) (CONTRACTOR) SiEnature (first and last name): DATE: Printed Name: DEPARTMENT S ZONING COMMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: BUILDING DEPARTMENT COMMENTS: f Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type. Job Address: �� Permit Number: an ` Y ❑ No one available for inspection: Ti Re -Inspection required: Ye No When corrections have been madeysciedule for re -inspection online at: http✓/www.ci.wheatridge.co.usfinspbcti`on s eG#Q� R i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: � fel �/��Z- SIR Job Address: -71 e�9 Gam / Permit Number: Zd ZQ U® 'Y _ A'ii -O'w Gr/ � C% �'' '' �r c / 5- - s©r v� !�' 'Z> ❑ No one available for inspection: Time :7,S PM Re -Inspection required: Yes 6o� When corrections have been made, schedule for re -inspection online at. http✓/www.ci. wheatridge.co.usrnspection Date: 7_/ Ze�zv Inspector: :, DO NOT REMOVE THIS NOTICE r ❑ No one available for inspection: Time :7,S PM Re -Inspection required: Yes 6o� When corrections have been made, schedule for re -inspection online at. http✓/www.ci. wheatridge.co.usrnspection Date: 7_/ Ze�zv Inspector: :, DO NOT REMOVE THIS NOTICE