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5370 Pierson Court
Aman: ..m®wheatnn To: c Mrnl r v mn. subject: amine wnu sulnnimc ammo to vemm Mmioliu Date: WasrWsy, May 19, 202112:01:20 FM Revision to Permit Application Permit Number 202100520 assigned to project PROPERTY INFORMATION Permit Number 202100520 Property Address 5370 Pierson Court Property Owner Name GH Colorado LLC Property Owner Phone 7205051880 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email T+netcalf@wonderlandhomes.com Address CONTRACTOR INFORMATION Contact Name tach Metcalf Contact Phone Number 7205051880 (enter WITH dashes, eg 303-1234567) Contact Email Address metcalf@wonderlandhomes.com Retype Contact Email 7+netcalf@wonderlandhomes.wrn Address DESCRIPTION OF WORK Detailed Revised Adding a full unfinished basement rather than a partial unfinished Scope of Work - Provide a detailed description of the change in scope of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Engineer Letter (if L12 al Foundation P applicable) Additional Documents STATION 53 (QUAIL RUNWP e1 L12 REV 3 edf on Letter Size Are plans or No documents locked for editing? Construction Plans Field not completed. scanned on 11"x17" or larger Additional Project 0 ao VALUATION CHANGE: 851 SO FT X Value Only add what $32.50 = $27,657.50, FULL BATH = the revised scope of $3000, TOTAL = $30,657.50 work is valued at. Attach City of Wheat City of Whet Ridge Payment lcm - GH CQIQradQ, LLC.pd Ridge Electronic Payment Form - ""DO NOT ATTACH A PICTURE OF A CREDIT CARD" SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Men metal Revision Email not displayiig wmadly? View it in war browser. From: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: PERMIT APPLICATION Air Condiboner/Evaporative Cooler Date: Wednesday, March 23, 2022 9:45:43 AM CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Report any suspicious activities to the IT Division. PERMIT APPLICATION Air Conditioner/Evaporative Cooler This application is exclusively for AIR CONDITIONER OR EVAPORATIVE COOLER. YOU MUST ATTACH THE ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is this a new install or replacement for an existing AC unit? Is this Residential or Commercial? Replacement of Existing Unit Residential Property Address 5370 Pierson Ct Wheat Ridge, CO 80033 Property Owner Name Jordan Petrie Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) (720) 625-1269 Property Owner Email goodfellashvac@gmail.com Address Attach City of Wheat city of wheatridae ndf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business GOODFELLAS HEATING AND COOLING Name Contractor's License 202062 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 3034574328 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email goodfellashvac@gmail.com Address Retype Contractor goodfellashvac@gmail.com Email Address DESCRIPTION OF WORK What type of Air Conditioner replacement unit are you installing? How many tons is the 4 unit? For AC - what is the 17 SEER? For Evaporative Coolers, what is the CFMs? Where is the unit backyard located (for example, rooftop, backyard on ground etc)? Is electrical needed for No re -hook? Project Value (contract 9000 value or cost of ALL materials and labor) Yes 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. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Alex BERNAL Pe rm it Email not displaying correctly? View it in your browser. Reviewed for Zon Ing Compliance by the City of Wheat Ridge Ilann ng Dirvispon 3 r { APPROVED BY: DATE: Complies ith approved SDP and COMMENT; chaster plans (SF 1 Cape Cod). 1 street tree required before No C_0_ may be ismed until public inpfovements are complete as identifiedin the ubdi-vision I provement Agreement. (hvner'Contmetor i3 respo m bde for 1otatig property lines and coag iu4mnre�ts a -c -cording to the appy -ed plan and requ,red development satdrds. The City is not respo=h1e for inaccurate mformatiGn . ulmitted within the plan set and any con=uction terrors msultng fram maccurate infon ation. As pert of'the fotmdation inspecdons and PRIOR TO proceeding with wry ftuther constructioiL mqxcdans,. a completes siLp d ind sealed, Foundation Seth and Ele,% ation Certification shall be submitted to the City fx)r reviek% . The certification form shall be fiffly czeTleted 1�-- a Professional T and Sunre%ror licensed in the state of Colorado, stating that the foundation was con=cted in compliance with all applicable iMirrin-n un setback and elm ation requk me is of the City. l_.TSE STI }S STANDARD FORM. All landscaping shall be in oonformaw-e Frith motion 26-502 of the Zoning and I lopment Com_ All landscaping shall be installed In accord %% th the approved lupe plau prior to issttance of C_0. If landscaping cannot be installed prior to C.0_7 a lope grow agreement with uncial guarantee M the mi - omit of 125° O of the cost of the installation shall be requa;ed O N O N 73 a W o L ' J a� N � M O M N s v a. 1 3 U 0 *> C*v of APPROVED Mike Theisen 04/27/2021 Plans Examm Date Boar +i�+t+iaMSNf 4�.a ..oy�,ar��se�.fa( +moi mk*40.1 ie S?M o� ter P'cwrfau °� t�Va'i�+M�p cdr,or akin!! t °rir wcs. ft'xK . c�lAs �'a�4'r'�ael�a�rs�et a{ ine `�iy aKA+opt rie �a5s 1— W LU J c� .0 60 TRACT A SITE PLAN - SFD SCALE: 1 " = 30'-0" i W. 54TH AVENUE W. 53RD DRIVE 4>- TRACT E TRACT B TRACT E .1 F F T • . � d. W. 53RD PLACE 0 IERSON CT. WSF1 3APE COD Cn02 cn o M I d� TRACT A SITE PLAN - SFD SCALE: 1 " = 30'-0" i W. 54TH AVENUE W. 53RD DRIVE 4>- TRACT E TRACT B TRACT E .1 F F T • . � d. W. 53RD PLACE 0 IERSON CT. WSF1 3APE COD Cn02 cn o �8'-0j P.U.E. 15'-0" R.S. North ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com o�\Vheat 0 6'G// ng D`J\�\ c M TRACI D O O 00 U ° J 0 J o CO W 0�a)0 U 2 0 W CY) 43 00 (n04 N co Q O � a)J J W W p 0 �8'-0j P.U.E. 15'-0" R.S. North ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com o�\Vheat 0 6'G// ng D`J\�\ c 0-21874 DRAWN BY: MM CHECKED BY: CE PROJECT NO: 2018013.20 ISSUE DATE: 03/31/2021 REVISIONS: SHEET TITLE: SITE PLAN SHEET NUMBER: A000 M O O 00 U o J 0 J o CO W 0�a)0 U 2 0 W CY) _ 00 (n04 N co Q O � a)J J W W p 0 }� � Z o U U) L V � O M Ln 0-21874 DRAWN BY: MM CHECKED BY: CE PROJECT NO: 2018013.20 ISSUE DATE: 03/31/2021 REVISIONS: SHEET TITLE: SITE PLAN SHEET NUMBER: A000 C Cn ry Uc Ln o O N � Z M _ � � Z 0 N Cb W c Z D L O r C w CS LL CV Cn w M CV V) CD R w M w CD U3� CV am C/t J �J 41 .p� a 0T O E U LP LL(j)� - as E (n O 0 _3 U U A111 -CC F.O.S. 2 F.O.S. 34'-0" 19'-101, 11 '-6" 2'-8" I I IN —IS vi O I I I d I UNEXCAVATED PATIO SLAB ABOVE I I d• CRAWLSPACE CLG. VARIES CRAWLSPACE "UNVENTED" PER IRC SECTION R408.3 MIN. CRAWLSPACE ACCESS PER R408.4 ;. 19 o N Co %` _ UNFINISHED - J I� 3�Co w BASEMENT _ ` ; T-9" CLG. o w "' 1/2" GYP BD. AT UNDERSIDE OF FLOOR - ABOVE PER IRC R302.13 2 0 -_ ,jLo IIS SII 9 -1 I' I _ ' 34 -0'-11 1/2" r v -9--i", � 4'-011 2T@10.5" - _ ; CD _• • _ ._, _ -, `Y' � - I - I I - - � - - 3;_611 . 5'-7 1/2",'-' 2'-11 " N 3'-9 1/2" --- 2'-4 1/2"' - - Ln CD- o. UNEXCAVATED GARAGE `" N I - ' I SLAB ABOVE N 6 -711 13 11 91, 4'-0" T ,2T@10.5" 70 " UP M d 12 -sd _ I II I �I II II I II I I II I UNEXCAVATED PORCH SLAB ABOVE L C6— O II I II I IL ---------------- ------------------ 21 — ----------------21 '-0" 13'-0" 34'-0" 1 F.O.S.A110-CC F.O.S. STD. PARTIAL UNFINISHED BASEMENT FLOOR PLAN 100 -CC SCALE: 1/4" = 1'-0" 0 N 0 I M 07 O � 1 N O A111 -CC Lo N I PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNO. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 5. ALL INTERIOR PARTITIONS TO BE 2X4, UNO. 6. ALL EXTERIOR WALLS TO BE 2X6, UNO. 7. PROVIDE WOOD FRAMING SPACED NO GREATER THAN 16" O.C. WITHOUT BLOCKING AT TUB/SHOWER SIDEWALLS AND CEILINGS, 24" ON CENTER WITH BLOCKING WHEN USING 1/2" DENSSHEILD TILE BACKER, OR 24" ON CENTER WITH 5/8" DENSHSHIELD FIREGUARD (20 GAUGE STEEL STUDS ARE REQUIRED FOR TILE APPLICATIONS). PLAN KEYNOTES 1 CONCRETE FOUNDATION WALL PER STRUCTURAL, DAMP-PROOF WHERE BELOW GRADE 2 LINE OF FOUNDATION / GRADE BEAM ABOVE, PER STRUCTURAL PLANS 3 CONCRETE SLAB, PER STRUCTURAL PLANS 4 COLUMN PER STRUCTURAL PLANS 5 FURNACE, COORDINATE W/ MECH. 6 WATER HEATER, COORDINATE W/ MECH. 7 FLOOR DRAIN 8 SUMP PIT & ELEC. PUMP, COORDINATE W/ MECH. 9 SOIL GAS MITIGATION SYSTEM, COORDINATE VENTING 10 WALL FURRING W/ INSULATION 11 22" x 30" ATTIC ACCESS HATCH 12 WOOD STAIRS, FINISH PER BUILDER 13 WOOD HANDRAIL, PER APPLICABLE CODES 14 HOSE BIBB, VERIFY LOCATION W/ BUILDER 15 BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 16 UPPER CABINET PER BUILDER'S SPECIFICATIONS 17 SOFFIT OR LINE OF CEILING PLANE CHANGE ABOVE 18 42" LOW WALL W/ WOOD CAP, OPTIONAL OPEN RAIL 19 EGRESS WINDOW WELL WITH LADDER PER APPLICABLE CODES 20 DWELLING / GARAGE SEPARATION PER APPLICABLE CODES 21 SOLID WOOD 20 MIN FIRE RATED DOOR W/ SELF CLOSER, PER APPLICABLE CODES 22 PROVIDE 5/8" TYPE "X" GYPSUM BOARD TO UNDERSIDE OF ENCLOSED USABLE SPACE AT STAIRS AND LANDING 23 OPTIONAL BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 24 OPTIONAL UPPER CABINET PER BUILDER'S SPECIFICATIONS 25 36" COOKTOP 26 TUB, PER BUILDER'S SPECIFICATIONS 27 CONCRETE CURB LINE, TYP. AT ALL GARAGES 28 TUB, PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 29 36" FRIDGE SPACE 30 WATER CLOSET 31 36" RANGE W/ MICROWAVE ABOVE 32 OPT. TECH DESK 33 SHOWER/PAN PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 34 OPTIONAL PLUMBING ROUGH -IN 35 EXTERIOR RAILING, AS REQUIRED 36 FIREPLACE, PER BUILDER'S SPECIFICATIONS ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com \N heat 0 Hv1`e�T VWLLIM B-2187 DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 06/26/2020 REVISIONS: SHEET TITLE: STD. PARTIAL UNFINISHED BASEMENT PLAN SHEET NUMBER A1 00 -CC M M O O 00 U O 70 JL J p u0 .. U WWC O a) � G p Q'�w//J� �_ = Co vJ N a--+ CD Z J M 04 O z J�-o w W D_ p=3Z U o0 U ?� U) a) V 0- C) Ln Hv1`e�T VWLLIM B-2187 DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 06/26/2020 REVISIONS: SHEET TITLE: STD. PARTIAL UNFINISHED BASEMENT PLAN SHEET NUMBER A1 00 -CC ry 0 Uc Lo O O N z � M _ � � z C) .L< 0 CbFnw zi w L O r C LL W Q LL W N Cn W M N V) CD � W 00 w 740 Co CD ur- Ut J �J 4U' .p� a O LLQ c>a co as E (n O 0 _3 U 0) O F.O.S. M T 0 0 M 6'-11 1/2" 14 6-3" 19'-10" 9'-0" 6060 SL GREAT ROOM 9'-0" CLG. 6-3 1/2" A111 -CC 2 34'-0" 3'-10 1/2" 6080 SL 61/2 DINING 9'-0" CLG. 7'-7" 0'-10 1/2 1 R 1 S r PT. ENC /LO KER PDR -- - - -- 1 aor — 2o14- A110 -CC, OWNER'S ENTR N 9'-0"CLG. 21 O— _ I IUI N ao o I 1 2468 M M I `n X. iv 3068 OPT. — — — —STEPS AS REQ'D —� 2 -CAR GARAGE CLG.. -,RIES 1. 3 '. C? „ 'w - - 0 - •� _ 1 {. -2i4 WALLS 1' AT GARAGE (n —NIS— O 16080 OH LL I F.O.S. EQ 21 '-0" EQ 34'-0" F.O.S. 11 '-6" 2'-8" 5'-9" 5'-9" 1 (2) 3056 SH I NOOK 9'-0" CLG. 8'-0" SOFFIT -- — — — — — — — — — — — I 9'-6" 6 1/2' 2'-8 1 /2" I REF. _ I I 15 KITCHEN 151 16 9'-0" CLG. IL-- 11 0 O N o 6' 031 ti I L2'-1 " J 3'-6" 2; 711 I 1 i DW I I 0 o co Cl) 1 IL -IL EQ 4'-1 " EQ '-0" PANTRY`_ 5S N 9'-0" CLG 7'-5" 32 6-211 11 911 14'-8" N 2T @ 10.5"_ b rn DN Co 22 Co N N �t - N OI �t CO LL Lo N VL? o bo Lo CV ll N o I 41.011 13'-0" ol in FOYER o 0 9'-0" CLG. 0 18 13 N - I � - ' N 5'-10 1 /2`112'-7 1 /2" 0 4'-8" 0 3 1/2'73T @ 10.5" o C:) UP M 12 I 2040 SH TEMP 2'-6" 4'4' 6-2" O 3 �. 4 4 bo N N _ `j CD 9 1/2" 6 1/4" 13'-0" FIRST FLOOR PLAN 103 -CC SCALE: 1/4" = 1'-0" F.O.S. 07 O CO O LL PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNO. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 5. ALL INTERIOR PARTITIONS TO BE 2X4, UNO. 6. ALL EXTERIOR WALLS TO BE 2X6, UNO. 7. PROVIDE WOOD FRAMING SPACED NO GREATER THAN 16" O.C. WITHOUT BLOCKING AT TUB/SHOWER SIDEWALLS AND CEILINGS, 24" ON CENTER WITH BLOCKING WHEN USING 1/2" DENSSHEILD TILE BACKER, OR 24" ON CENTER WITH 5/8" DENSHSHIELD FIREGUARD (20 GAUGE STEEL STUDS ARE REQUIRED FOR TILE APPLICATIONS). PLAN KEYNOTES 1 CONCRETE FOUNDATION WALL PER STRUCTURAL, DAMP-PROOF WHERE BELOW GRADE 2 LINE OF FOUNDATION / GRADE BEAM ABOVE, PER STRUCTURAL PLANS 3 CONCRETE SLAB, PER STRUCTURAL PLANS 4 COLUMN PER STRUCTURAL PLANS 5 FURNACE, COORDINATE W/ MECH. 6 WATER HEATER, COORDINATE W/ MECH. 7 FLOOR DRAIN 8 SUMP PIT & ELEC. PUMP, COORDINATE W/ MECH. 9 SOIL GAS MITIGATION SYSTEM, COORDINATE VENTING 10 WALL FURRING W/ INSULATION 11 22" x 30" ATTIC ACCESS HATCH 12 WOOD STAIRS, FINISH PER BUILDER 13 WOOD HANDRAIL, PER APPLICABLE CODES 14 HOSE BIBB, VERIFY LOCATION W/ BUILDER 15 BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 16 UPPER CABINET PER BUILDER'S SPECIFICATIONS 17 SOFFIT OR LINE OF CEILING PLANE CHANGE ABOVE 18 42" LOW WALL W/ WOOD CAP, OPTIONAL OPEN RAIL 19 EGRESS WINDOW WELL WITH LADDER PER APPLICABLE CODES 20 DWELLING / GARAGE SEPARATION PER APPLICABLE CODES 21 SOLID WOOD 20 MIN FIRE RATED DOOR W/ SELF CLOSER, PER APPLICABLE CODES 22 PROVIDE 5/8" TYPE "X" GYPSUM BOARD TO UNDERSIDE OF ENCLOSED USABLE SPACE AT STAIRS AND LANDING 23 OPTIONAL BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 24 OPTIONAL UPPER CABINET PER BUILDER'S SPECIFICATIONS 25 36" COOKTOP 26 TUB, PER BUILDER'S SPECIFICATIONS 27 CONCRETE CURB LINE, TYP. AT ALL GARAGES 28 TUB, PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 29 36" FRIDGE SPACE 30 WATER CLOSET 31 36" RANGE W/ MICROWAVE ABOVE 32 OPT. TECH DESK 33 SHOWER/PAN PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 34 OPTIONAL PLUMBING ROUGH -IN 35 EXTERIOR RAILING, AS REQUIRED 36 FIREPLACE, PER BUILDER'S SPECIFICATIONS ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com o�\Vheat co 0 12/17/ing KK CHECKED BY: 8'-0" SOFFI 1 2018013.20 ISSUE DATE: I 101 REVISIONS: - IUI O ICoIEo 101 IMI I o 1 8'-0" SOFFIT 00 I IMI U 01_01/2' 70O 9'-0" CLG 7'-5" 32 6-211 11 911 14'-8" N 2T @ 10.5"_ b rn DN Co 22 Co N N �t - N OI �t CO LL Lo N VL? o bo Lo CV ll N o I 41.011 13'-0" ol in FOYER o 0 9'-0" CLG. 0 18 13 N - I � - ' N 5'-10 1 /2`112'-7 1 /2" 0 4'-8" 0 3 1/2'73T @ 10.5" o C:) UP M 12 I 2040 SH TEMP 2'-6" 4'4' 6-2" O 3 �. 4 4 bo N N _ `j CD 9 1/2" 6 1/4" 13'-0" FIRST FLOOR PLAN 103 -CC SCALE: 1/4" = 1'-0" F.O.S. 07 O CO O LL PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNO. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 5. ALL INTERIOR PARTITIONS TO BE 2X4, UNO. 6. ALL EXTERIOR WALLS TO BE 2X6, UNO. 7. PROVIDE WOOD FRAMING SPACED NO GREATER THAN 16" O.C. WITHOUT BLOCKING AT TUB/SHOWER SIDEWALLS AND CEILINGS, 24" ON CENTER WITH BLOCKING WHEN USING 1/2" DENSSHEILD TILE BACKER, OR 24" ON CENTER WITH 5/8" DENSHSHIELD FIREGUARD (20 GAUGE STEEL STUDS ARE REQUIRED FOR TILE APPLICATIONS). PLAN KEYNOTES 1 CONCRETE FOUNDATION WALL PER STRUCTURAL, DAMP-PROOF WHERE BELOW GRADE 2 LINE OF FOUNDATION / GRADE BEAM ABOVE, PER STRUCTURAL PLANS 3 CONCRETE SLAB, PER STRUCTURAL PLANS 4 COLUMN PER STRUCTURAL PLANS 5 FURNACE, COORDINATE W/ MECH. 6 WATER HEATER, COORDINATE W/ MECH. 7 FLOOR DRAIN 8 SUMP PIT & ELEC. PUMP, COORDINATE W/ MECH. 9 SOIL GAS MITIGATION SYSTEM, COORDINATE VENTING 10 WALL FURRING W/ INSULATION 11 22" x 30" ATTIC ACCESS HATCH 12 WOOD STAIRS, FINISH PER BUILDER 13 WOOD HANDRAIL, PER APPLICABLE CODES 14 HOSE BIBB, VERIFY LOCATION W/ BUILDER 15 BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 16 UPPER CABINET PER BUILDER'S SPECIFICATIONS 17 SOFFIT OR LINE OF CEILING PLANE CHANGE ABOVE 18 42" LOW WALL W/ WOOD CAP, OPTIONAL OPEN RAIL 19 EGRESS WINDOW WELL WITH LADDER PER APPLICABLE CODES 20 DWELLING / GARAGE SEPARATION PER APPLICABLE CODES 21 SOLID WOOD 20 MIN FIRE RATED DOOR W/ SELF CLOSER, PER APPLICABLE CODES 22 PROVIDE 5/8" TYPE "X" GYPSUM BOARD TO UNDERSIDE OF ENCLOSED USABLE SPACE AT STAIRS AND LANDING 23 OPTIONAL BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 24 OPTIONAL UPPER CABINET PER BUILDER'S SPECIFICATIONS 25 36" COOKTOP 26 TUB, PER BUILDER'S SPECIFICATIONS 27 CONCRETE CURB LINE, TYP. AT ALL GARAGES 28 TUB, PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 29 36" FRIDGE SPACE 30 WATER CLOSET 31 36" RANGE W/ MICROWAVE ABOVE 32 OPT. TECH DESK 33 SHOWER/PAN PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 34 OPTIONAL PLUMBING ROUGH -IN 35 EXTERIOR RAILING, AS REQUIRED 36 FIREPLACE, PER BUILDER'S SPECIFICATIONS ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com o�\Vheat co 0 12/17/ing v OF Co �--{�ro Hv1`e� VVILLIMv. B-2187 DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: M REVISIONS: O 00 U 70O SHEET TITLE: FIRST FLOOR PLAN JL J p .. U W O-2 a) p Q W �_ = O w N a--+ CD Z J M 04 O z J w W 0 (L p z U o0 U ?� U) � V O M Lo v OF Co �--{�ro Hv1`e� VVILLIMv. B-2187 DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 06/26/2020 REVISIONS: SHEET TITLE: FIRST FLOOR PLAN SHEET NUMBER A1 03 -CC c U) N Q U Lo O C 7 C'i � o 7 N Cb Z C � C6 � O d I CS U- N Cn M N O O � N �Uft E I� > D J O N O N 07 O LL F.O.S. F.O.S. F.O.S.A110-CC F.O.S. (a:) SECOND FLOOR PLAN 104 -CC SCALE: 1/4" = 1'-0" 07 O LL 1 VCC PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNO. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 5. ALL INTERIOR PARTITIONS TO BE 2X4, UNO. 6. ALL EXTERIOR WALLS TO BE 2X6, UNO. 7. PROVIDE WOOD FRAMING SPACED NO GREATER THAN 16" O.C. WITHOUT BLOCKING AT TUB/SHOWER SIDEWALLS AND CEILINGS, 24" ON CENTER WITH BLOCKING WHEN USING 1/2" DENSSHEILD TILE BACKER, OR 24" ON CENTER WITH 5/8" DENSHSHIELD FIREGUARD (20 GAUGE STEEL STUDS ARE REQUIRED FOR TILE APPLICATIONS). PLAN KEYNOTES 1 CONCRETE FOUNDATION WALL PER STRUCTURAL, DAMP-PROOF WHERE BELOW GRADE 2 LINE OF FOUNDATION / GRADE BEAM ABOVE, PER STRUCTURAL PLANS 3 CONCRETE SLAB, PER STRUCTURAL PLANS 4 COLUMN PER STRUCTURAL PLANS 5 FURNACE, COORDINATE W/ MECH. 6 WATER HEATER, COORDINATE W/ MECH. 7 FLOOR DRAIN 8 SUMP PIT & ELEC. PUMP, COORDINATE W/ MECH. 9 SOIL GAS MITIGATION SYSTEM, COORDINATE VENTING 10 WALL FURRING W/ INSULATION 11 22" x 30" ATTIC ACCESS HATCH 12 WOOD STAIRS, FINISH PER BUILDER 13 WOOD HANDRAIL, PER APPLICABLE CODES 14 HOSE BIBB, VERIFY LOCATION W/ BUILDER 15 BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 16 UPPER CABINET PER BUILDER'S SPECIFICATIONS 17 SOFFIT OR LINE OF CEILING PLANE CHANGE ABOVE 18 42" LOW WALL W/ WOOD CAP, OPTIONAL OPEN RAIL 19 EGRESS WINDOW WELL WITH LADDER PER APPLICABLE CODES 20 DWELLING / GARAGE SEPARATION PER APPLICABLE CODES 21 SOLID WOOD 20 MIN FIRE RATED DOOR W/ SELF CLOSER, PER APPLICABLE CODES 22 PROVIDE 5/8" TYPE "X" GYPSUM BOARD TO UNDERSIDE OF ENCLOSED USABLE SPACE AT STAIRS AND LANDING 23 OPTIONAL BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 24 OPTIONAL UPPER CABINET PER BUILDER'S SPECIFICATIONS 25 36" COOKTOP 26 TUB, PER BUILDER'S SPECIFICATIONS 27 CONCRETE CURB LINE, TYP. AT ALL GARAGES 28 TUB, PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 29 36" FRIDGE SPACE 30 WATER CLOSET 31 36" RANGE W/ MICROWAVE ABOVE 32 OPT. TECH DESK 33 SHOWER/PAN PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 34 OPTIONAL PLUMBING ROUGH -IN 35 EXTERIOR RAILING, AS REQUIRED 36 FIREPLACE, PER BUILDER'S SPECIFICATIONS ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtidesign.com \N heat 0 Hv1`e� VVILLIMV 3 B-2187 DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 06/26/2020 REVISIONS: SHEET TITLE: SECOND FLOOR PLAN SHEET NUMBER: A1 04 -CC M M O O 00 U O 70 J � L J 0 .. U WWC 0 a) � G 0 vJ N � a--+ a) Z J M 04 O z J w � W 0 D_ 0 � �Z U o0 U ?� U) a) V n O ti M Hv1`e� VVILLIMV 3 B-2187 DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 06/26/2020 REVISIONS: SHEET TITLE: SECOND FLOOR PLAN SHEET NUMBER: A1 04 -CC N ry 0 UO N L0 O O N � Z M _ � � Z C W ZI 0 L O r d W\ Q LL 1.1. N Cn W M N V) CD 00 R amW C/t J 4 a 0T O E �Y) U C " LLQ co as E (n 0 0 _3 U 0 F.O.S. F.O.S. I it Ij II I I II II (-2LEFT - CC 110 -CC SCALE: 1/4" = V-0" F.O.S. F.O.S. II II II II II II II FRONT - CC 110 -CC SCALE: 1/4" = 1'-0" Dor -T_O. Second Dor - T.O. loor - T.O. ff-tl ent - T.O. Plate r - T 3ecc r - T.O. Plate )r - T.O. t - T Basement - T.O. Slab P7 z w w U) U) W ELEVATION NOTES 1. ELEVATION DRAWINGS DEPICT DESIGN INTENT ONLY. SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND FRAMING SPECIFICATIONS. 2. GRADE LINES INDICATED ARE APPROXIMATE. BUILDER TO COORDINATE SITE SPECIFIC GRADING AT EACH LOT. PROVIDE POSITIVE SLOPE GRADING AWAY FROM STRUCTURE AT EACH LOT. 3. REFER TO ROOF PLANS FOR ROOFING MATERIAL, SLOPE AND BEARING INFO. 4. TYPICAL WINDOW HEAD HEIGHT TO BE AS FOLLOWS, REFER TO ELEVATIONS FOR NON -TYPICAL CONDITIONS: BASEMENT: 7'-1" A.F.F. FIRST FLOOR: 8'-1"A.F.F. SECOND FLOOR: 8'-1"A.F.F. 5. ALL MANUFACTURED TRIM AND SIDING MATERIALS SHALL BE PAINTED. 6. ALL EXPOSED WOOD POSTS, BEAMS, AND TRIM SHALL BE PAINTED PER FINISH SPECIFICATIONS. 7. GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AT ALL ROOF DRAINAGE CONDITIONS. COORDINATE LOCATIONS w/ BUILDER. ELEVATION KEYNOTES - CC 1 ASPHALT SHINGLES 2 LAP SIDING W/ 7" REVEAL 3 PAINTED TRIM, SMOOTH FINISH 4 GUTTER - VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS IN FIELD WITH BUILDER 5 VERTICAL BOARD & BATTEN SIDING 6 SHINGLE SIDING 7 GARAGE DOOR PER SPECIFICATIONS 8 8'-0" ENTRY DOOR PER SPECS 9 STONE VENEER 10 LAP SIDING W/ 5" REVEAL 11 EXTERIOR RAILING, AS REQUIRED 4 t ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com \N heat 0 OF C04 -1q CQ Hv1`e� VVILLIMV 3 B-2187 DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 06/26/2020 REVISIONS: SHEET TITLE: BUILDING ELEVATIONS SHEET NUMBER A1 1 0 -CC M M O O 00 U O 70 J � L J p .. U W O-2 a) O 0 LU �_ = o vJ N a--+ Z J M 04 O z J W > W a p=3Z �o U o0 U ?� C: U) N V n O M OF C04 -1q CQ Hv1`e� VVILLIMV 3 B-2187 DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 06/26/2020 REVISIONS: SHEET TITLE: BUILDING ELEVATIONS SHEET NUMBER A1 1 0 -CC N ry 0 UO N L0 O O N � Z M _ � � Z C W ZI 0 L O r d W\ Q LL 1.1. N Cn W M N V) CD 00 R amW CD U3� C/t J 4 a 0T O E �Y) U C " LLQ co as E (n 0 0 U 0 F.O.S. F.O.S. ---------------------------------------------------- J F.O.S. RIGHT - CC 111 -CC SCALE: 1/4" = V-0" F.O.S. F.O.S. 2 REAR - CC �-CC SCALE: 1/4" = V-0" nor - T. Seco F.O.S. nor - T.O. Plate loor - T.O. Slab ent- T.O_Plate and Floor - T.O. Plate Second Floor irst Floor - T.O. Plate =irst Floor - T.O. Slab asement - T.O. Plate Basement - T.O. Z w w U) U) w ELEVATION NOTES 1. ELEVATION DRAWINGS DEPICT DESIGN INTENT ONLY. SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND FRAMING SPECIFICATIONS. 2. GRADE LINES INDICATED ARE APPROXIMATE. BUILDER TO COORDINATE SITE SPECIFIC GRADING AT EACH LOT. PROVIDE POSITIVE SLOPE GRADING AWAY FROM STRUCTURE AT EACH LOT. 3. REFER TO ROOF PLANS FOR ROOFING MATERIAL, SLOPE AND BEARING INFO. 4. TYPICAL WINDOW HEAD HEIGHT TO BE AS FOLLOWS, REFER TO ELEVATIONS FOR NON -TYPICAL CONDITIONS: BASEMENT: 7'-1" A.F.F. FIRST FLOOR: 8'-1"A.F.F. SECOND FLOOR: 8'-1"A.F.F. 5. ALL MANUFACTURED TRIM AND SIDING MATERIALS SHALL BE PAINTED. 6. ALL EXPOSED WOOD POSTS, BEAMS, AND TRIM SHALL BE PAINTED PER FINISH SPECIFICATIONS. 7. GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AT ALL ROOF DRAINAGE CONDITIONS. COORDINATE LOCATIONS w/ BUILDER. ELEVATION KEYNOTES - CC 1 ASPHALT SHINGLES 2 LAP SIDING W/ 7" REVEAL 3 PAINTED TRIM, SMOOTH FINISH 4 GUTTER - VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS IN FIELD WITH BUILDER 5 VERTICAL BOARD & BATTEN SIDING 6 SHINGLE SIDING 7 GARAGE DOOR PER SPECIFICATIONS 8 8'-0" ENTRY DOOR PER SPECS 9 STONE VENEER 10 LAP SIDING W/ 5" REVEAL 11 EXTERIOR RAILING, AS REQUIRED 4 t ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com \N heat 0 OF C04 -1q CQ Hv1`e� VVILLIMV 3 B-2187 SFD A % DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 06/26/2020 REVISIONS: SHEET TITLE: BUILDING ELEVATIONS SHEET NUMBER A1 1 1 -CC M O O 00 U ° JL J p .. U W O 2 O 0 �_ = o '�w//J� vJ N a--+ Z J M 04 O z .j w W o D_ O �Z U o0 U ?� i U) N V n O ti M OF C04 -1q CQ Hv1`e� VVILLIMV 3 B-2187 SFD A % DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 06/26/2020 REVISIONS: SHEET TITLE: BUILDING ELEVATIONS SHEET NUMBER A1 1 1 -CC GENERAL NOTES 1. THESE DRAWINGS ARE "BUILDERS PLANS" INDICATING GENERAL DESIGN INTENT ONLY. IT IS THE BUILDER'S RESPONSIBILITY TO PROVIDE ANY ADDITIONAL CONSTRUCTION DETAILS REQUIRED ANDTO DICTATE METHODS OF CONSTRUCTION. THE BUILDER SHALL VERIFY ALL DIMENSIONS OF MANUFACTURED COMPONENTS AND RELATIONSHIPS BETWEEN MATERIALS OR COMPONENTS. THE BUILDER SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS INCLUDING ALL EXISTING GRADES AT THE SITE. 2. THIS IS A CUSTOM DESIGN, THESE PLANS MAY NOT BE USED ON ANY OTHER SITE WITHOUT THE ENGINEER'S PRIOR, WRITTEN APPROVAL. 3. ANY CHANGES TO THESE PLANS WITHOUT PRIOR WRITTEN CONSENT BY THE ENGINEER SHALL CONSTITUTE ACCEPTANCE OF RESPONSIBILITY BY THE BUILDER AND OWNER OF THAT CHANGE. 4. THE BUILDER/CONTRACTOR AND ALL SUBCONTRACTORS SHALL CONFORM TO ALL APPLICABLE BUILDING CODES. 5. UTILIZE DETAILS AS APPLICABLE. 6. DISCHARGE ROOF DOWNSPOUTS AND ALL OTHER WATER COLLECTION SYSTEMS WELL BEYOND THE LIMITS OF THE BACKFILL, A MINIMUM OF 5 FEET. 7. FRAMER RESPONSIBLE FOR BACKOUT FRAMING REQUIRED AT PLUMBING AND HEATING RUNS & CHASES. DESIGN PARAMETERS DESIGN CODES: 1. IRC 2018 2. ASCE7 3. AISC STEEL CONSTRUCTION MANUAL 4. ACI BUILDING CODE 318 DESIGN LOADS WITH LOCAL AMENDMENTS: 1. SEISMIC LOADS 1.1. IMPORTANCE FACTOR: 1.0 1.2. SITE CLASS: D 1.3. S,: 0.192S : 0.06 9 r 9 1.4. 0.204 SO 1: 0.096 DE 1.5. DESIGN CATEGORY: B 1.6. STRUCTURAL TYPE: LIGHT FRAMED WALLS WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE 1.7. RESPONSE MOD FACTOR (R): 6.5 1.8. SYSTEM OVER STRENGTH FACTOR (OMEGA Q): 2.5 1.9. DEFLECTION AMPLIFICATION FACTOR (Cd): 4 2. WIND LOADS 2.1. BASIC WIND SPEED 135 MPH (ULTIMATE) 2.2. RISK CATEGORY II 2.3. WIND EXPOSURE C. 2.4. INTERNAL PRESSURE COEFFICIENT +/- 0.18 (ENCLOSED) 3. ROOFLOADS 3.1. ROOF DEAD LOAD: 15 PSF; TOP CHORD = 7.5 PSF & BOTTOM CHORD = 7.5 PSF 3.2. ROOF SNOW LOAD: Pf 30 PSF 3.3. DRIFTING, SLIDING, AND UNBALANCE SNOW CALCULATED IN ACCORDANCE WITH IBC CHAPTER 16 4. LIVE LOAD 4.1. FLOOR: 40 PSF 4.2. DECK: 40 PSF 5. GROUND SNOW 30 PSF 6. FLOORS AND INTERIOR STAIRS DEAD LOAD: 15 PSF 7. EXTERIOR DECKS DEAD LOAD: 10 PSF LIVE LOAD: 40 PSF SNOW LOAD: 30 PSF 8. WEATHERING: SEVERE 9. FROST DEPTH: 36 INCHES 10. TERMITE INFESTATION: SLIGHT TO MODERATE 11. DECAY: NONE TO SLIGHT STRUCTURALSTEEL: 1. STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING MINIMUM YIELD STRENGTH AND ASTM SPECIFICATIONS: FACE MOUNT HANGER SPECIFICATIONS Fy ASTM A. WIDE FLANGE SHAPED STRUCTURAL STEEL 50 KSI A-992 B. M -,S-, AND HP -SHAPED STRUCTURAL STEEL 36 KSI A-36 C. STRUCTURAL STEEL CHANNELS AND ANGLES 36 KSI A-36 D. STRUCTURAL STEEL PLATES AND BARS 36 KSI A-36 E. SQUARE AND RECTANGULAR HSS 46 KSI A-500 GRADE B F. ROUND HSS 42 KSI A-500 GRADE B G. STEEL PIPE 35 KSI A-53 GRADE B 2. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION AND CODE OF STANDARD PRACTICE LATEST EDITIONS. GLTV559 3. ALL FIELD CONNECTIONS SHALL BE MADE WITH ae.. DIAMETER ASTM A307 BOLTS - ENO 4. 3" INTERIOR DIAMETER - SCHEDULE 40 ADJUSTABLE PIPE COLUMNS SHALL BE RATED AT 33.4 KIPS MINIMUM. 5. MINIMUM WELD SIZE TO BE 3/16" U.N.O. RAI 81/1188 LOOSE LINTELS: 1. UNLESS NOTED OTHERWISE, PROVIDE LOOSE LINTELS AS FOLLOWS: (ONE ANGLE FOR EACH 4" OF WALL THICKNESS TO BEAR 6" MIN. EACH END). OPENINGS T04'-0": ANGLE 3 -1/2X3 -1/2X1/4; OPENINGS 5'-5" TO 6-6": ANGLE 6 X 3-1/2 X 5/16 LLV. EPDXY 1. ALL EPDXY SPECIFIED IN THESE PLANS SHALL BE ONE OF: A. SIMPSON SET -XP ICC -ES ESR -2508, MIN. BASE TEMPERATURE 50 DEG F. B. HILTI HIT-HY 200 ICC -ES ESR 3187, MIN. BASE TEMPERATURE 14 DEG F. METAL CONNECTORS: 1. METAL CONNECTORS SPECIFIED'SIMPSON' ON PLANS ARE MANUFACTURED BY SIMPSON STRONG -TIE, INC. METAL CONNECTORS SPECIFIED 'USP' ON PLANS ARE MANUFACTURED BY UNITED STEEL PRODUCTS. SUBSTITUTIONS BY OTHER MANUFACTURERS ALLOWED PROVIDED STRENGTH OF SPECIFIED CONNECTORS IS MET OR EXCEEDED. NAILING/INSTALLATION OF CONNECTORS TO BE PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE HURRICANE ANCHORS (SIMPSON H2.5/H2.SA/H2.ST OR USP RT7 HURRICANE CLIPS AT EACH TRUSSIRAFTER AND ADD'L SIMPSON H7Z OR USP RT20 AT ALL GIRDER TRUSSES, TYP. U.N.0). PROVIDE REQUIRED BLOCKING AT ALL TRUSS / RAFTER BEARING. TRUSS DESIGNER TO PROVIDE ADDITIONAL HOLDOWNS FOR UPLIFT LOADS EXCEEDING H2.5 AND H7Z. 3. PROVIDE ICC APPROVED JOIST HANGERS AT ALL "FLUSH FRAME" CONDITIONS AND AS DEPICTED ON FRAMING PLANS. PROVIDE ANY OTHER POST BASES, MULTIPLE JOIST HANGERS, AND BEAM CONNECTORS AS REQUIRED. INSTALL WITH NUMBER AND TYPE OF NAILS RECOMMENDED BY MANUFACTURER. REFER HANGER SCHEDULE. HANGER SCHEDULE (UNLESS OTHERWISE NOTED) MEMBER FACE MOUNT HANGER TOP FLANGE HANGER SIMPSON USP SIMPSON USP (1)13/4"x91/2"EPA HUS1.81/10 HUS179 WP9 PHM1795 (2)13/4"x91/2"EPA HHUS410 THD410 HB356/95 PHX3595 (3)13/4"x91/2"EPA ITGUS550/10 THDH610 GLTV559 PHXU5295 (1)13/4"x117/8"EPA HUS1.81/10 HUS179 RAI 81/1188 PHXU17118 (2)13/4"x117/8"EPA HHUS410 THD410 HB356/1188 PHX35118 (3)13/4"x117/8"EPA HGUS550/12 THDH612 GLTV537/11 .875 PHXU52118 31/2"x14"FILE TRUSS HU414 HD414 HU414-TF HD0414 (1)BCI 600018 1USE .37/1188 1HFL23112 ILS2.37/1188 TFL23118 (2)BCI 600018 MIU475111 16d @ 8"1 MIT3511.88-2 L=AS SHOWN PER PLAN (1) ADS OR (1) 2x10 LUS28 JUS28 16" 16" 12" 2 10 HU2102OR HUC2102 HD2102OR HD21021F ---- ----- NOTES 1)ALL HANGERS AT (1) PLY BEAMS ARE APPROVED TO USE EDU I VALENT 11/2"NAIL 2) PRO VIDE HDG OR STAINLESS STEEL CONNECTORS AS RED'D FOR TREATED WOOD MEMBERS AS RED'D PER CODE CONCRETE: 1. SEE FOUNDATION WALL REINFORCING SCHEDULE FOR VERTICAL AND HORIZONTAL REINFORCING REQUIREMENTS. STEEL REINFORCING BARS SHALL BE GRADE 60 DEFORMED BARS. #5 GRADE 40 STEEL MAY BE SUBSTITUTED FOR #4 GRADE 60 STEEL. BEND OR LAP ALL BARS 48 BAR DIAMETERS WITH A MINIMUM OF 24" AROUND CORNERS. PROVIDE (2) #4S AROUND ALL OPENINGS WITH (2) #4 X 4' AT ALL CORNERS. ANCHOR BOLTS SHALL BE A MINIMUM 1/2" DIAMETER WITH MIN. 8" EMBEDMENT @ 3'1 ON CENTER FOR ALL BASEMENT WALLS AND 4'1 ON CENTER FOR ALL CRAWLSPACE AND GARAGE WALLS, MAXIMUM SPACING W/ MINIMUM OF (2) BOLTS PER PLATE. 2. CONCRETE WALLS SHALL BE 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. CONCRETE SHALL HAVE A WATER TO CEMENT RATIO OF 0.50 OR LESS. CEMENT TYPE SHALL BE TYPE I OR TYPE II MODIFIED. SLUMP: 4"+/- 1", OR UP TO 8" MAX IF PLASTICIZER IS USED AIR CONTENT: 6% +/- 1 3. REFER TO ACI 318 FOR ADDITIONAL INFORMATION. 4. DO NOT PLACE BACKFILL AGAINST FOUNDATION UNTIL CONCRETE HAS CURED AND FOUNDATION ADEQUATELY SHORED. BACKFILL TO REQUIRED GRADE ELEVATION AND SLOPE AWAY FROM BUILDING. 5. ALL CONCRETE SLABS SHALL BE 4" THICK WITH 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. PROVIDE SCORES OR SAWCUTS IN ALL SLABS @ 12'1 O.C. MAX.. WHERE POSSIBLE, ALIGN SAW CUT WITH COLUMN CENTERLINES AND RE-ENTRANT CORNERS. 6. CONCRETE PROTECTION FOR REINFORCEMENT (UNO) CONCRETE POURED AGAINST EARTH 3" CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH AND WEATHER: #5 BARS OR SMALLER 1 1/2" BARS LARGER THAN #5 2" SLABS 3/4" FOUNDATION WALL REINFORCING SCHEDULE WALL HEIGHT VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT 0'-0" TO 3'1 #4'S @ 48" O.C. (2) #5'S TOP AND BOTTOM UP TO 4'1 #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM UP TO 6'1 #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM UP TO 8'1 #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM AND (1) #5 @ 24" O.C. UP TO 9'1 #4'S @ 18" O.C. (2) #5'S TOP AND BOTTOM AND (1) #5 @ 24" O.C. UPTO10'i #5'S@16"O.C. (2)#5'S TOP AND BOTTOM AND (1) #5 @ 12" O.C. UPTO12-1 #5'S@12"O.C. (2)#5'S TOP AND BOTTOM AND (1) #5 @ 12" O.C. 1. WALLS WITH BACKFILL ON EACH SIDE, SUCH AS DEEP GARAGE WALLS, ONLY REQUIRE REINFORCEMENT AS PER THE SCHEDULE ABOVE FOR WALLS UP TO 4'-0" IN HEIGHT. 2. BUILDER MAY ELECT TO EXTEND PATIO, GARAGE AND CRAWLSPACE FOOTING AND WALLS TO BASEMENT DEPTH USING SAME SIZE FOOTING. FOOTING FOUNDATION NOTES 1. FOUNDATIONS, WALLS AND FOOTINGS ARE DESIGNED BASED ON SOILS REPORT NUMBER: DN49,619-120-R1 REPORT PROVIDED BY: CTLTHOMPSON DATED: AUGUST 12, 2020 MAXIMUM BEARING CAPACITY OF 3000 PSF MINIMUM DEAD LOAD BEARING CAPACITY OF 1000 PSF 2. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY UNANTICIPATED SOILS CONDITIONS. 3. PLACE 4" TALL x 8" WIDE VOID FORM ACROSS FULL WIDTH OF FOOTING EVERY 12 FEET AND CENTERED BELOW WINDOWS AT ALL EXTERIOR BASEMENT WALLS WHEN USING INTERIOR DRAINS. SQUARE FOOTING STEEL AND THICKNESS SCHEDULE FOOTING WIDTH/LENGTH # OF #4 REBAR EACH WAY THICKNESS OF FOOTING UP TO 24" 2 NONE NONE 8" 30" 2 8" 8" 36" 3 24" 10" 42" 3 3 @ 18"o.c. 10" 48" 4 10" 12" 54" 4 32" 12" 60" 5 4 @ 12"o.c. 14" 66" 5 12" 14" 72" 6 12" - 6" IF SPECIFIC FOOTING WIDTH NOT SHOWN, SUPPLY DEPTH AND REBAR OF NEXT LARGER FOOTING SPREAD FOOTING STEEL AND THICKNESS SCHEDULE FOOTING WIDTH # OF #4 REBAR LONGITUDINAL #4 REBAR LATERAL THICKNESS OF FOOTING 16" NONE NONE 8" 18" NONE NONE 8" 20" 2 NONE 8" 24" 2 NONE 10" 26" 3 @ 18"o.c. 10" 28" 3 @ 18"o.c. 10" 30" 4 @ 18"o.c. 12" 32" 4 @ 12o.c. 12" 34" 4 @ 12"o.c. 12" 36" 4 @ 12"o.c. 12" IF SPECIFIC FOOTING WIDTH NOT SHOWN, SUPPLY DEPTH AND REBAR OF NEXT LARGER FOOTING WOOD FRAMING SAWN LUMBER: 1. STUDS AND PLATES SHALL BE #2 STRUCTURAL LIGHT FRAMING, HEM -FIR OR BETTER. FINGER JOINTED STUDS ALLOWED PROVIDED THEY MEET GRADE QUALITY. 2. FOUNDATION PLATES SHALL BE REDWOOD CONSTRUCTION COMMON OR PRESSURE TREATED HEM -FIR AND ANCHORED TO FOUNDATION PER CONCRETE NOTES. STRUCTURAL COMPOSITE LUMBER: 1. ALL MULTIPLE BEAMS SHALL BE GLUED, NAILED AND/OR BOLTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. FLOOR JOISTS SHALL BE BCI JOISTS BY BOISE CASCADE OR APPROVED EQUALS INSTALLED PER MANUFACTURER'S SPECIFICATIONS. SEE MANUFACTURER'S MANUAL FOR REQUIRED BLOCKING, FILLERS AND NAILING REQUIREMENTS. 3. LVL BEAMS SHALL BE MICRO -LAMS AS MANUFACTURED BY TRUS JOIST CORP OR EQUAL WITH Fb 2600 PSI, Fv 285 PSI, E 2000 KSI. TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. WOOD BEAMS TO BEAR FULL DEPTH OF WALL LESS RIM BOARD WHERE APPLICABLE. ENGINEERED WOOD BEAMS SHALL HAVE A MINIMUM BEARING OF 1-1/2" ENO 4. ENGINEERED WOOD BEAMS AND HEADERS SPECIFIED "EW', SHALL BE AS MANUFACTURED BY TRUS-JOIST CORPORATION, BOISE, IDAHO (OR APPROVED EQUAL) WITH THE FOLLOWING PROPERTIES: 8 5/8" DEEP OR SMALLER: 9 1/4" DEEP AND LARGER: Fb = 1,700 PSI Fb = 2,325 PSI Fv = 400 PSI Fv = 310 PSI E = 1,300,000 PSI E = 1,550,000 PSI 5. BOISE VERS -LAM BEAMS AND HEADERS SPECIFIED "LVL" SHALL HAVE THE FOLLOWING PROPERTIES: Fb = 2,600 PSI Fv = 285 PSI E = 2,000,000 PSI 6. BUILT-UP TIMBERSTRAND BEAMS MAY BE SUBSTITUTED FOR SINGLE PLY TIMBERSTRAND HEADERS PROVIDED THAT THE TOTAL WIDTH IS GREATER THAN OR EQUAL TO THAT DESIGNATED ON PLAN. BUILT-UP BEAMS MUST BE ATTACHED PER MOST STRINGENT INDICATED PER MANUFACTURER RECOMMENDATIONS UNLESS NOTED OTHERWISE ON PLANS. 7. MICROLAMS (LVL) OR VERSA -LAM MAY BE SUBSTITUTED FOR TIMBERSTRAND (EW) OF THE SAME WIDTH AND DEPTH, AS DESIGNATED ON PLAN. 8. PROVIDE MIN. 1-1/8" TIMBERSTRAND LSL RIM BOARD, U.N.O. FLOOR TRUSSES: 1. FLOOR FRAMING SHALL BE PRE-ENGINEERED TRUSSES. 2. WOOD FLOOR TRUSSES SHALL BE DESIGNED BY REGISTERED A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF THE PROJECT LOCATION. CALCULATED LIVE LOAD AND DEAD LOAD DEFLECTIONS OF TRUSSES SHALL NOT EXCEED 1/480TH OR 1/240TH RESPECTIVELY OF THE SPAN LENGTH. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL BE SUBMITTED FOR REVIEW BYTHE STRUCTURAL ENGINEER. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY, AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS, PANELS, BRIDGING AS REQUIRED FOR TRUSS STABILITY, AT ALL TRUSS AND GIRDER HANGERS. 3. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL BE SUBMITTED FOR REVIEW BYTHE STRUCTURAL ENGINEER OF RECORD. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY, AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE FLOOR TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS, PANELS, BRIDGING AS REQUIRED FOR STABILITY AND ALL FLOOR TRUSS AND GIRDER FLOOR TRUSS HANGERS. SHOP DRAWINGS REVIEW BY THE STRUCTURAL ENGINEER SHALL BE COMPLETED PRIOR TO FLOOR TRUSS FABRICATION. 3. FINAL TRUSS PLANS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. IF FINAL TRUSS PLANS ARE NOT SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW THE TRUSS MANUFACTURER SHALL PROVIDE ALL HOLDOWNS AND VERIFY ALL TRUSS BEARING CONDITIONS NOTED ON STRUCTURAL PLANS. 4. FLOOR TRUSS ENGINEERING AND VERIFICATION OF DIMENSIONS/PLATE HEIGHTS WILL BE THE RESPONSIBILITY OF THE SUPPLIER. PROVIDE SOLID BLOCKING BETWEEN TRUSSES AT BEARING POINTS FOR LATERAL SUPPORT, TO PREVENT ROTATION AND LATERAL DISPLACEMENT. 5. ALL TRUSSES TO BE PRE-ENGINEERED BYTRUSS MANUFACTURER TO INCORPORATE ALL LOADING AS SPECIFIED IN GENERAL FRAMING NOTES AS WELL AS ANY ADDITIONAL LOADS AS MAY BE REQUIRED BY CODE AND SPECIFIC POINT OR LINE LOADS AS SHOWN ON DRAWINGS. 6. THE FLOOR LAYOUT IN THIS DRAWING PORTRAYS DESIGN INTENT ONLY. REFER TO TRUSS DRAWINGS BY TRUSS MANUFACTURER FOR ACTUAL LAYOUT FOR CONSTRUCTION. ROOF TRUSSES 1. ROOF FRAMING SHALL BE PRE-ENGINEERED TRUSSES. 2. WOOD ROOF TRUSSES SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF THE PROJECT LOCATION. CALCULATED LIVE LOAD DEFLECTIONS OF TRUSSES SHALL NOT EXCEED 1/240TH OF THE SPAN LENGTH. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY, AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS, PANELS, BRIDGING AS REQUIRED FOR TRUSS STABILITY, AT ALL TRUSS AND GIRDER HANGERS. 3. FINAL TRUSS PLANS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. IF FINAL TRUSS PLANS ARE NOT SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW THE TRUSS MANUFACTURER SHALL PROVIDE ALL HOLDOWNS EXCEEDING TYPICAL H2.ST, AND VERIFY ALL TRUSS BEARING CONDITIONS NOTED ON STRUCTURAL PLANS. 4. ROOF TRUSS ENGINEERING AND VERIFICATION OF DIMENSIONS/PLATE HEIGHTS WILL BE THE RESPONSIBILITY OF THE SUPPLIER. PROVIDE SOLID BLOCKING BETWEEN TRUSSES AT BEARING POINTS FOR LATERAL SUPPORT, TO PREVENT ROTATION AND LATERAL DISPLACEMENT. 5. ALL TRUSSES TO BE PRE-ENGINEERED BY TRUSS MANUFACTURER TO INCORPORATE ALL LOADING AS SPECIFIED IN GENERAL FRAMING NOTES AS WELL AS ANY ADDITIONAL LOADS AS MAY BE REQUIRED BY CODE AND SPECIFIC POINT OR LINE LOADS AS SHOWN ON DRAWINGS. 6. THE ROOF LAYOUT IN THIS DRAWING PORTRAYS DESIGN INTENT ONLY. REFER TO TRUSS DRAWINGS BY TRUSS MANUFACTURER FOR ACTUAL LAYOUT FOR CONSTRUCTION. WOOD FRAMING CONT. WALL FRAMING: 1. DENOTES LOAD BEARING WALL: 2. WALL FRAMING PER TABLE: 3. IF SPECIFIC WALL HEIGHT NOT SHOW, SUPPLY STUD SPACING OF NEXT TALLER WALL HEIGHT CAI CRIVR sMRMVC VVMLLO OIIMLL OC LA4 V L4 Vhi. V.IN.V 4. PROVIDE "SOLID STUDS," 2 MINIMUM GANGED STUDS IN WALLS, ALL 2-2X & LARGER POSTS, AND AT BEAM BEARINGS AS SHOWN, CONTINUOUS THROUGH SOLID BLOCKING IN FLOORS TO THE FOUNDATION. SQUASH BLOCKS ARE NOT SHOWN ON PLAN FOR CLARITY. 5. ALL OPENINGS IN EXTERIOR AND BEARING WALLS (DOORS, WINDOWS, ETC.) SHALL HAVE MINIMUM HEADERS OF (2)F2X&S, WITH 1-2X TRIMMER STUD & 1-2X KING STUD AT ALL OPENINGS UP TO 5'1 WIDE - TYPICAL ENO 6. ALL OPENINGS OVER 6'1 SHALL HAVE HEADER, KING STUDS AND TRIMMERS AS INDICATED ON PLAN. ALL OPENINGS IN NON BEARING WALLS (DOOR, WINDOWS, ETC.) SHALL HAVE 1-2X KING STUD EACH SIDE. 7. KING STUDS ARE NOTED AS"ICAND TRIMMER STUDS ARE NOTED AS711. 8. ALL MULTIPLE BEAM HEADERS SHALL BE ATTACHED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. FOR SAWN LUMBER, USE (2) ROWS OF 16d NAILS @ 16" O.C.. USE NAILING BOTH SIDES FOR 3 OR 4 PLYS. 9. CRIPPLES AT NONBEARING WALL OPENINGS MAY BE REMOVED WHERE DISTANCE BETWEEN TOP OF OPENING AND TOP PLATE IS LESS THAN 24". 10. BUILDER MAY OPT FOR PANELIZED WALLS. SHOP DRAWINGS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. 11. INSTALL FLAT BLOCKS @ 24" O.C. TO SUPPORT WALL T -INTERSECTS ILO 2X6 STUDS @ NON BEARING WALLS. ROOF OVERFRAMING: 1. DENOTES OVERFRAME AREAS: 2. OVERFRAMING TO BE COMPLETED AS FOLLOWS: 2X6 @ 24" O.C. FOR SPANS Ti OR LESS, 2X8 @ 24" O.C. FOR SPANS BETWEEN Ti AND 10'-8". TRUSS MANUFACTURER SHALL PROVIDE OVERFRAME TRUSS FOR SPANS OVER 10'-9" 3. OVERFRAMING MEMBERS TO BEAR DIRECTLY OVER THE TRUSSES OR SOLID BLOCKING BETWEEN TRUSSES. 4. USE ONE SIZE LARGER RIDGE RAFTER THAN THE LARGEST COMMON RAFTER. 5. PLACE (2)-1X4 VALLEY PLATES SIDE BY SIDE FOR OVERFRAMING MEMBERS TO BEAR ON. 6. ATTACH 2X4 VERTICAL MEMBERS BETWEEN OVERFRAMING MEMBERS AND ROOF TRUSSES AT 4'1 O.C. W/ (3)-10d NAILS EA. SIDE. SHEATHING 1. WALL SHEATHING SHALL BE 7/16" O.S.B. APA RATED PER TYPICAL WALL SECTION WITH A MINIMUM NAILING OF 6" AT EDGES AND 12" IN FIELD. RE: SHEAR WALL PANEL SCHEDULE FOR REQUIRED NAILING AT SHEAR WALLS 2. FLOOR SHEATHING SHALL BE 23/32" T&G, APA RATED STURD-I-FLOOR, 24" O.C., EXPOSURE I, T&G. GLUE AND NAIL WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 3. ROOF SHEATHING SHALL BE 7/16" APA RATED SHEATHING 24/16 RATED, EXPOSURE I. NAIL WITH 8d COMMON NAILS ACCORDING TO DETAIL BELOW AND PROVIDE PSCL SHEATHING CLIPS AT 2'1 O.C. BETWEEN SUPPORTS. FASTENING SCHEDULE (INCHESON CENTER) ROOF FASTENING ZONE 1 2 3 STUD SPACING SCHEDULE NAILS 6 6 4 PANEL EDGES 8d 12 6 6 PANEL FIELD WALL HEIGHT HOLD DOWN NOTES i WALL TYPE 7/16" PLYWOOD / OSB 8d @ 6" 8d @ 12" 16g @ 4", 2" LONG 16g @ 12", 2" LONG 2x 12" AB @ 4'1 16d @ 16"1 PER PLAN L=4' OR AS SHOWN PER PLAN 8'-0" 9'1 1 10'_0" 1 11'1 12'1 14'1 1 16'1 1 18'1 2x 1/2" AB @ Ti 2X4 16" 16" 16" 12" - - - - 7/16" PLYWOOD / OSB EXTERIOR 8d @ 12" ---- -- 2x 1/2" AB @ 2'-0" 16d @ 8"1 PER PLAN L=AS SHOWN PER PLAN 2X6 24" 16" 16" 16" 12" 1 12" 1 8" 8" ---- ----- BEARING --- ---- N/A SEE PFH DETAIL DBL. STUD TYP. GB -1 1/2" GYPSUM BOARD 5d @ 7" 5d@7 2X4 24" 16" 16" 1 12'. - - - - GB -2 INTERIOR 2X6 24" 24" 16" 1 16" 12" 1 12" 1 12" 12" NON- BEARING INTERIOR 2X4 5/8" GYPSUM BOARD 6d @ 4" 24" ---- ----- 16" 1/2" AB @ 4'-0" 2X6 24„ PER PLAN CAI CRIVR sMRMVC VVMLLO OIIMLL OC LA4 V L4 Vhi. V.IN.V 4. PROVIDE "SOLID STUDS," 2 MINIMUM GANGED STUDS IN WALLS, ALL 2-2X & LARGER POSTS, AND AT BEAM BEARINGS AS SHOWN, CONTINUOUS THROUGH SOLID BLOCKING IN FLOORS TO THE FOUNDATION. SQUASH BLOCKS ARE NOT SHOWN ON PLAN FOR CLARITY. 5. ALL OPENINGS IN EXTERIOR AND BEARING WALLS (DOORS, WINDOWS, ETC.) SHALL HAVE MINIMUM HEADERS OF (2)F2X&S, WITH 1-2X TRIMMER STUD & 1-2X KING STUD AT ALL OPENINGS UP TO 5'1 WIDE - TYPICAL ENO 6. ALL OPENINGS OVER 6'1 SHALL HAVE HEADER, KING STUDS AND TRIMMERS AS INDICATED ON PLAN. ALL OPENINGS IN NON BEARING WALLS (DOOR, WINDOWS, ETC.) SHALL HAVE 1-2X KING STUD EACH SIDE. 7. KING STUDS ARE NOTED AS"ICAND TRIMMER STUDS ARE NOTED AS711. 8. ALL MULTIPLE BEAM HEADERS SHALL BE ATTACHED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. FOR SAWN LUMBER, USE (2) ROWS OF 16d NAILS @ 16" O.C.. USE NAILING BOTH SIDES FOR 3 OR 4 PLYS. 9. CRIPPLES AT NONBEARING WALL OPENINGS MAY BE REMOVED WHERE DISTANCE BETWEEN TOP OF OPENING AND TOP PLATE IS LESS THAN 24". 10. BUILDER MAY OPT FOR PANELIZED WALLS. SHOP DRAWINGS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. 11. INSTALL FLAT BLOCKS @ 24" O.C. TO SUPPORT WALL T -INTERSECTS ILO 2X6 STUDS @ NON BEARING WALLS. ROOF OVERFRAMING: 1. DENOTES OVERFRAME AREAS: 2. OVERFRAMING TO BE COMPLETED AS FOLLOWS: 2X6 @ 24" O.C. FOR SPANS Ti OR LESS, 2X8 @ 24" O.C. FOR SPANS BETWEEN Ti AND 10'-8". TRUSS MANUFACTURER SHALL PROVIDE OVERFRAME TRUSS FOR SPANS OVER 10'-9" 3. OVERFRAMING MEMBERS TO BEAR DIRECTLY OVER THE TRUSSES OR SOLID BLOCKING BETWEEN TRUSSES. 4. USE ONE SIZE LARGER RIDGE RAFTER THAN THE LARGEST COMMON RAFTER. 5. PLACE (2)-1X4 VALLEY PLATES SIDE BY SIDE FOR OVERFRAMING MEMBERS TO BEAR ON. 6. ATTACH 2X4 VERTICAL MEMBERS BETWEEN OVERFRAMING MEMBERS AND ROOF TRUSSES AT 4'1 O.C. W/ (3)-10d NAILS EA. SIDE. SHEATHING 1. WALL SHEATHING SHALL BE 7/16" O.S.B. APA RATED PER TYPICAL WALL SECTION WITH A MINIMUM NAILING OF 6" AT EDGES AND 12" IN FIELD. RE: SHEAR WALL PANEL SCHEDULE FOR REQUIRED NAILING AT SHEAR WALLS 2. FLOOR SHEATHING SHALL BE 23/32" T&G, APA RATED STURD-I-FLOOR, 24" O.C., EXPOSURE I, T&G. GLUE AND NAIL WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 3. ROOF SHEATHING SHALL BE 7/16" APA RATED SHEATHING 24/16 RATED, EXPOSURE I. NAIL WITH 8d COMMON NAILS ACCORDING TO DETAIL BELOW AND PROVIDE PSCL SHEATHING CLIPS AT 2'1 O.C. BETWEEN SUPPORTS. FASTENING SCHEDULE (INCHESON CENTER) ROOF FASTENING ZONE 1 2 3 PANELLOCATION NAILS 6 6 4 PANEL EDGES 8d 12 6 6 PANEL FIELD 8d i OJ 0 I 0i��i :T. (INCLUDING FT. OVERHANG J SHEAR WALL LEGEND SHEAR WALL PANEL SCHEDULE SHEAR WALL HOLD I E M/ i ' EDGE STAPLE/ SCREW FIELD STAPLE/ SCREW EDGE STUD AND BILKS. SILL BOLTING @ FND SILL NAILING UPPER STORIES HOLD DOWN NOTES i WSP i OJ 0 I 0i��i :T. (INCLUDING FT. OVERHANG J SHEAR WALL LEGEND SHEAR WALL PANEL SCHEDULE SHEAR WALL HOLD SW SHEATHING EDGE NAILING FIELD NAILING EDGE STAPLE/ SCREW FIELD STAPLE/ SCREW EDGE STUD AND BILKS. SILL BOLTING @ FND SILL NAILING UPPER STORIES HOLD DOWN NOTES DOWN WSP 7/16" PLYWOOD / OSB 8d @ 6" 8d @ 12" 16g @ 4", 2" LONG 16g @ 12", 2" LONG 2x 12" AB @ 4'1 16d @ 16"1 PER PLAN L=4' OR AS SHOWN PER PLAN HDX T ABW-1 7/16" PLYWOOD / OSB 8d @ 4" 8d @ 12" 15g @ 3", 2" LONG 15g @ 12", 2" LONG 2x 1/2" AB @ Ti 16d @ 12"1 PER PLAN L=AS SHOWN PER PLAN ABW-2 7/16" PLYWOOD / OSB 8d @ 3" 8d @ 12" ---- -- 2x 1/2" AB @ 2'-0" 16d @ 8"1 PER PLAN L=AS SHOWN PER PLAN WSP PFH 7/16" PLYWOOD /OSB ---- ---- ---- ----- ----- --- ---- N/A SEE PFH DETAIL DBL. STUD TYP. GB -1 1/2" GYPSUM BOARD 5d @ 7" 5d@7 No. 6 S OR W @ 4" No. 6 S OR W @ 12' 2x 1/2" AB @ 4'1 16d @ 16"1 PER PLAN L= AS SHOWN PER PLAN @ HOLD DOWN GB -2 1/2" GYPSUM BOARD Sd @ 4'15d@7 No. 6 S OR W @ 4" No. 6 S OR W @ 12' 2x 1/2" AB @ 4'-0" 16d @ 16"1 PER PLAN L= AS SHOWN PER PLAN STUD WALL GB -3 5/8" GYPSUM BOARD 6d @ 4" 6d @ 7" ---- ----- 2x 1/2" AB @ 4'-0" 16d @ 12"1 PER PLAN L= AS SHOWN PER PLAN 1. NAILS FOR GYP BOARD (GB) ATTACHMENT SHALL BE DRITITE OR 'COOLER -TYPE NAILS, AND SHALL CONFORM TO REQUIREMENTS OF IRC. 2. NAILS FOR WOOD STRUCTURAL PANEL (WSP) SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS 3. INTERIOR GYP BOARD (GB) SHEATHING SHALL OCCUR ON EACH SIDE OF WALL. (NOTE: INTERIOR SIDE OF GB -3 MAY BE%" GYPBOARD NAILED WITH 5d NAILS SPACED AT 4"1 AT PANEL EDGES) 4. EXTERIOR WALLS (WSP) SHALL BE SHEATHED ON THE INTERIOR FACE WITH 4. GYP BOARD (MINIMUM). 5. PLYWOOD/OSB SHEATHING SHALL BE STRUCTURAL 1 GRADE WITH EXTERIOR GLUE. 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLD DOWNS OCCUR. 7. GYPBOARD AND PLYWOOD/OSB TO CONFORM TO IBC 8. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH, MEASURED OUTSIDE THE LEGS, AND SHALL BE INSTALLED WITH THEIR CROWNS PARALLEL TO THE LONG DIMENSION OF THE FRAMING MEMBERS. 9. THE PRESCRIPTIVE METHOD DESCRIBED IN SECTION R602.10 WAS FOLLOWED WHEN APPLICABLE. WHEN THE RESIDENTIAL FRAMING DOES NOT ALLOW THE PRESCRIPTIVE METHOD TO BE FOLLOWED, SECTION R301.1 WAS FOLLOWED. 10. REFER TO ARCH PLANS FOR FIRE RATING REQUIREMENTS IN ADDITION TO SHEATHING NOTED PER STRUCTURAL PLANS. REVISIONS LOG DELTA# I COMMENTS Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com VJ W 2 0 2 r M W N r J r LL U) of W heat u R� I " BG oc iidt�9 pMs 0 U m 0 Cyl LO 19356 o 2 1!k 0 U W 0) -0-0 CU N COPYRIGHT 2021 This documenns an instrument of serace, and as such remai ofthi ns the property of the Architect Permission for use of this m reemens limited and can be extended only by written agreementwlm Evswelo, LLc. REVISION PERMIT SET DATE: 03/18/2021 DRAWN BY: _BV CHECKED BY: RRM GENERALNOTES SG000 HOLD-DOWN SCHEDULE "i HOLD DOWN ANCHOR BOLT EMBED DEPTH HD1 SIMPSON CS16 w/(22) 10d + 13" END LENGTH N.A. HD2 SIMPSON STHD10RJ or HDU4 712" HD3 SIMPSON HDU8-SDS2.5 or STHD14 or USPDHD8 1012" HD4 SIMPSON CS14 w/(30) 10d + 16" END LENGTH N.A. HD5 SIMPSON CMST12 w/(84) 16d+38" END LENGTH N.A. HD6 SIMPSON HD19 12" HD7 PIMPSON CMSTCI6 w/(58) 10d +25" END LENGTH N.A. REVISIONS LOG DELTA# I COMMENTS Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com VJ W 2 0 2 r M W N r J r LL U) of W heat u R� I " BG oc iidt�9 pMs 0 U m 0 Cyl LO 19356 o 2 1!k 0 U W 0) -0-0 CU N COPYRIGHT 2021 This documenns an instrument of serace, and as such remai ofthi ns the property of the Architect Permission for use of this m reemens limited and can be extended only by written agreementwlm Evswelo, LLc. REVISION PERMIT SET DATE: 03/18/2021 DRAWN BY: _BV CHECKED BY: RRM GENERALNOTES SG000 1" 6 1' 3 w (3)2xPOST 3/4" 8 FLOOR RE REINFORCING 3' ° Wstudio -' MIN PLATE TE /(4) SHEATHING SCHEDULE RE REINFORCING "DIA. SCHEDULE STEEL COL PER PLAN Itf: EXPANSION Denver, CO PLATE ON LEVEL BOLTS ;LATE SETS/ OSB. NAIL PER �'������������ BUILDER MAY ELECT TO EXTERIOR SHEATHING DIAMOND SHAPED NONSHRINK STEEL coL., RIM Evergreen, CO RE'. FRAMING BLOCK-OUT FOR COLUMN. OR RE PLAN BOARD SCHEDULE d CAST 8" MAY CONC HAUNCH g 2x STUDSRE FRAMING FILLw/ CONC AFTER COL. 5•_ A I _ IS SECURE i 0"MIN 1"EXP .JOINT COLT w/16d@g�PT ATE • SECTION A-A@>3"DI A. COL .I, ?•11a,ll��'•�• (2)-#5x5'0"J �� MATERIAL SLOPE/F MINIMUMwo� 303.670.7242 CONC. SLAB A A EXPANSION w D SIZE "• CAST IN P 0 ee 2x CONT. PLATE w/1/2"DIA CONTRACTOR TO PROVIDE la•P R,.'. I R;�'., •.:. < _���������� design@evstudio.com 10 PER PLAN BOLTS A.B. W/8"EMBEDMENT@ VAPOR BARRIER AT NON �.� �,• STRAPTIE HOEDOWN PER 4RE W/.&WITHIN 1'-0"OF TREATED WOOD IN ` � 1" 6" 1" 11" �I' • • " ms eCtons eVstUd O.COm EACH END OF EACH PIECE CONTACT W/ CONCRETE - I 1/4 PLATE w/ EXPANSION PLAN E�' ��'�' "`•" �' .'i �'� �• ` r l� (EMBED AT TIME OPDOONC. 5' O MIN o z • • 8 ' LACE OPTION www.evstuaio.com MINIMUM OF (2) 4,4 TOP SLAB RE FRAMING BATHING O FOUNDATION �� .I i1�� I � � r MANUFACTURER (3)2x POST w oc z �� I ��� 4" OR PATTTOO -: FBARS OR ADD SCHEDULE I CONCRETE --\ E TE II SEE FRAMING PLAN FOR RE FND PLAN � � � . I r FACTURER'S I � 9 OR PATI O RE • ABOVE HAUNCH OF SILL PLATE. 4 DIA PLACEMENT) O _ • • Imo' • �" S�24 AP�INOG OEBLOCKING Rzo F POR SIZE �1 -'F SECTION A-A(cb 3"DIA. COL SHEATHIINNG \ BAC COMP OIL AND P ® ® ® • • • WASHERAND STEEL 4 CONCRETE ,S OR FLOOR PORCH/PATIO I 1 BASE PLATE W ARCH'L REPAIR ul SIGHED. 91 Ild 8�� y (2)#5x5'0" ACT PER 0 HOLE OR ND 10 UT •II 11/2 "CLEAR FOUNDATION NWALLP RETYR EHANGERTABLE m REINF. PER III"�'�1L i14x �L@EACH COIPDER MAY ELECT RIM : 1 ���� GEOTECHNICAL REPORT SS CASMETLR BOARD LECT TO USE O S.B. NAIL PER • d it REINFORCING SCHEDULE NATIVE SOIL OR Fj— MANUFACTURER'S DETAIL FOR COUPLER NUT SCHEDULE • SCH. 40 PVC PIPE. COMPACTED FILL BASE ANCHORING WHEN IF NEEDED. z / I PLACE HAUNCHES AT S-0 oc. MAX. SEAL WITH . II' • I • 1 MONOPOST PLATE DIFFERS TENSION TIE o BITUMINOUS SEALANT • NOTE BASEMENT FLOOR OR •.♦ HOLDOWN RE'. W f II U �•II ��. .' FROM PLATE IN THIS DETAIL FRAMING PLAN ` JOS SYSTEMS PLASTICH MAV BE USED CAST '•^ JOSSI STEMS ��W heat BRACING MUST BE INSTALLED---- =- --_ RE'. TWO ANCHOR OPENINGS HAUNCH OR PRE - PRIORTOBACKFILLING. VS. FOUR ANCHOR OPENINGS I "'�''"Y I �•.•'. +'Y:. BOLT HAUNCH BY OTHER .PRE -CAST p PLASTIC HAUNCH AS TO AT MINIMUM 112 N ?r. 5/8'DIA A /-----' a BAR ALL �AROUND PROVIDE SUBMITTAL OFNDi14 SUPPLYSUPPLIE BASEMENT BARYON LLTHREAD a PRECASTCONCRETE HA USE. SEE PLAN y IY •... `• L': '.•. •; •, �r: i BOLT w/5 EMBEDMENT ..a•.. BASEMENT WALL SECTION USING SIMPSONET_HIP a� sow PATIO PORCH STEEL COLUMN FND @ GARAGE EPDXY OR EQUAL /gym" O DOWN ©PATIO PORCH Z WALL STEP SECTION HAUNCH DETAIL e 3/4" = 1'-0" 1 3 N.T.S. EXTERIOR SHEATHING PROVIDE 1"DEEP COLUMN RE 'O DIA ,R OR EPDXY FRAMING PLAN RE FRAMING CONTROL WOODOR LUMN w/ AB66 BASSOSTANDARD WEDGED ALL THREAD POLI JOINTSAROUND PLATER TACHE SE ORPT.2x4 BONDED ALL EMBED ENT Ir - 2x STUDS RE FRAMING COLUMNS PLATE ATTACHED E (2) 12" DIA. w/4" EMBEDMENT. COLUMN BASE BUILDER MAY ELECT TO USE 2x CONT. PLATE WEDGE ANCHORS EA. PLATE RE FRAMING PLAN M MANUFACTURER'S DETAIL FOR 1 BASE ANCHORING WHEN w/16d@8"oc 4"CONCRETE SECTION. BEAR ON TOP OF SLAB MON RE'. TWO ANCHOR OPENINGS DEEP CONTROL I M FROM PLA T PLATE DIFFERS FLOORSLAKE SLAB ADE FROM PLATE IN THIS DETAIL _ VS. FOUR ANCHOR OPENINGS RE FRAMING JOINTS @R200 SAF MAX -S Fo REFRAMING 1� 6�� w 2x CONT D TYR) • '• 0� Ik HOLD TOP OF WALL DOWN D PGUR SLAB GVER WALL ° �' EXTERIOR SHEATHING 0 TIMBERSTRAND OR LP _ RIM BOAR _ _ 1" 6" _ J�:�4"PLATE w/(4) .PLATEw/1/2"DIAx102x STUCS RE FRAMING 1/4"PLATEw/(4) 4"DIA. A.B.ON8"EMBEDMENT@ I —II�— Ij •. • (2) #S BARS TOP RE' FOUNDATION WALL 1/2" DIA. EXPANSION BOLTS w 4'-0" O. 8 EMBE MEET OF • z 3 &BOTTOM w dl 2x OC PLATE DIA x10 EXPANSION BOLTS W W ACH PIECE OF V of ( II II SACH EN EMBEDMENT @ r O STEEL COL., RE'. SILL PLATE. • j j VERTICAL IL'll 'd ' •4. FOUNDATION WALL ' COLT 2" EACH END OF E II 4/6 END EACH PIECE OF PLAN • II A 0C - &WITHIN 1' -"OF - .• SEE FRAMING PLAN FOR FLOOR FILL PER - II RE FND PLAN /R E m II .Ij o 0 11/2"CLEAR IIII.' _.. 0 CAVI ILL PLATE. II JOIST SIZE AND SPACING OR GEOTECH � (� II BLOCKING @24"OG REPORT 11 W �IV _ L m 2' EXP. JOINT SECTION A (➢ 3" DIA. COL SECTION A (,R >3 DIA. COL II o O O �� ��� 4 VOID FORM I ° UNO oc MATERIAL 2) #5 . O _O Ill. II FOUNDATION WALL LL II 4" CONCRETE SLAB ON GRADE II REINFORCING SCHEDULE c G II SCORE SLAB w/1"DEEP II z •II A \ II 8"UN O. CONTROL JOINTS@ 200 S F. oc n II i U)O MAX (TYP) OR CUPOLEX FLOOR "II z RE FOUNDATION WALL II BY OTHERS DIAMOND BLOCK_ STEEL COL PER PLAN F r . II MUN REINFORCING SCHEDULE POST FOUNDATION OUTFORCOLUMN. FILL w/ I v ii GONG AFTER COL ISSECURE PLATE ON LEVEL SURFACE II {-� JRIGID FOAM INSULATION, SETw/NON SHRINKGROUT II m� o 3/4" = V-D"GRE.ARCH GONG. PAD FOOTING PER ASNEEDED Woc PLAN AND SCHEDULE. 0RE'. FOUNDATION WALL i14x�L @SAME SPACING ASEXPANSION BOLTSREINFORCING SCHEDULE 8WALLSTEELCONC. SLAB PER PLAN A REINF. PER SIGHED. z IEXTERIOR SHEATHINGO I RE'. FOUNDATION WALL I I RE FRAMING REINFORCING SCHEDULE W 70 a II 2x STUDS RE FRAMING z RE FOUNDATION WALL •"a I I w/16d @g�POLATE I REINFORCING FOUNDATION PATIO PERIMETER SECTION C�L� Z) i15 CONT. 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WINDOW OPENING 1 GARAGE WALL SECTION Z BASEL` 5 3/4" = 1'-0" iiiii JOIST TSIZEIVN SP CVK rLV VK O /% II I ` JOIST SIZE AND SPACING a 4 .•'IIII Ir �/ nil n VERTICAL BARS • 46531 T] ��IRE'. FOUNDATION WALL ry IIII IREINFORCING SCHEDULE GYP BOARD, a 9 ,X — RE FRAMING _ �% liii >_ n •'ONi1 ENG\ �O� ---------- ----"iiii " IHORIZONTAL BARS �ry0 2x STUDS, RE FRAMING 2/ nj /� IIIIII RE' FOUNDATION WALL 101i�9l4 BARS@16"oc. • I RE'. FOUNDATION WALL 3:II REINFORCING SCHEDULE 2x CONT. PLATE w/ 12" DIP x II J A.B.W/8"EMBEDMENT @ G HOOK 18 INTO REINFORCING SCHEDULE 11 4'-0" 0 & WITHIN 1'-0" OF /( FOUNDATION WALL IR R Q • it RE'. FOUNDATION WALL w 8" U.N O. EACH ENDOFEACH PIECEOF /� \.II REINFORCING SCHEDULE > I SILL PLATE �� II. o COPYRIGHT 2021 ��`_________________ _ _�� �. '•'ii m150ocumenn5 an instrument of service, and as such a .� remains the property of the Architect Permission for use f this document Is limited and can he extended only by 8" WIDE COUNTERFORT 1�t 11 O II written agreemen[wM EVSWtlIo, LLC. RE'. FOUNDATION WALL II II REINFORCING SCHEDULE IIiII • �h REVISION: II II 11 RE'. FOUNDATION WALL JO. If_____________________ __ill II II II II nI REINFORCING SCHEDULE d I u •n • (2)#4 BARS II IM � I nil I I II I II 112 EXP. JOINT u I I In, II d •' RE'. FOUNDATION WALL _ ry 3'-4" I I n II MATERIAL REINFORCING SCHEDULE 1�===____�____________ __ PLACE TO EXTERI OR FACE 1I II II 4^ CONCRETE SLAEON-GRADE, PERMIT SET a II II II 4"CONCRETE II SCORESLABS/1"DEEP _ II II DATE: 03/18/2021 RE FOUNDATION WALL II II II SLAB Bw/1 DEEP TRE y' CONTROL JOINTS LEXFL. REINFORCING SCHEDULE W II II II d SLABS/1"DEEP CONTROL m II MAX QYP)OR CUPOLEXFLOOR DRAWN BY: _BV #4xmL @12'o.C. II JOINTS @zoos F. MAX ort— I BY OTHERS CHECKED BY: RRM •(YP ORO POLEXFLOOR BY OTHERS 44 BARS Gia 16"oc. II II II '_� EA. WAV .* IE_;B______�____________ i, b II II I D - II II II m D #4 x�L a SAME SPACING AS WALL STEEL ___- ik x �L a SAME SPACING AS VOID FORM REPLAN 8 WALL STEEL FOUNDATION DETAILS OMIT DOWELS@ VOID #4x �L a SAME SPACING AS L116N O. 4"VOID FORM, RE PLAN, FORM ONLYm gOMIT DOWELS @ VOID 4"± 3'-0" WALL STEEL ' FORM ONLY somo " , CRAWLSPACE SECTION COUNTERFORT 4VOID FORMRE PLAN BASEMENT WALL SECTION 3/4" = 1'-0" � 3/4" = 1'-0" 1 3/4" = 1'-0" VOID - 121'_0" o /AGE FLOOR. 4"CONCRETE SLABSLOPEDOWN FROM > BACK TO FRONT _ 77@100'-0" BOW@95'5" g"WIDE CONCRETE FOUNDATION WALL OVER 16"WIDEX8"DEEPCONCRETE GE 1 (SEE TYR WALL SECTION @ FOR RA DRAINAGE&REINFORCING REOU I REMELTS) RE DETAIL4/S0.0 O > 1111■1�111111111 5'-0"VOID 3'-0" 5'-0"VOID �957S" LOWER FOUr DATION WALL 0 I. DOOR 4" CONCRETE DRIVE SLAB ON GRADE STEP TOW SLOPE AWAY FROM BUILDING ELEVATION 1 0" Mob J TOP OF WALL TO BEE - 3 5'-0"VOID 2'-0" 5'-0"VOIDqp 19'-10" 11'-6" 2'-8" VOIDCENTERED 12,0" ]'-10" r1 �� 1 Z z �1 .'Z OW 166,0" y 41�� OW @ 166,0" Z 6'_3" 1'-11" ]'_1" 2'_2" 6'_3" 2'_2" 8" WIDE CONCRETE FOUNDATION WALL OVER 9" BOW@ 92'_0" 16" WIDE X 8" DEEP CONCRETE SPREAD �1 - 0 2'_1 HAUNCH BOW @ 95'S •' SECTION FOR DRAINAGE & REINFORCING 2'-9" 6'-0" VOID 2 9 14" PROVIDE 4"TALL X 8" TOP OF WALLTO BE 6" i WIDE VOID ACROSS BELOW TOP OF SLAB FULL WIDTH OF W@ VERIFY FOOTING @ 12'-0" oc. B W @ 95'S" - 8" WIDE NCRETE FOUNDATION WALL 4 0" VOID r OVER 6"WI REx 8"DEEP CONCRETE STEP TOW ER FND @PORCH/PATIO,fAN R, — — TOW@100'-0" RE'. DETAIL 16/S00L@DOOR -; SPREADFOO ING TVP. PATIO-SEETYP. Owa 1012'-06"EEDED o �. _ I BOW@ 95'0" .5 — 8" WIDE CONCRETE FOUNDATION WALL I WALL SETION FOR REINFORCING AND {..; 5. �� ;.:• I DRAINA E REQUIREMENTS) RE 8/50.0 Ja STEP TOW 8�� WIDE CONCRETE FOUNDATION WALL .t OVER 16"WIDE X8"DEEP CONCRETE — TOW@ 100 m OVER 16"WIDE x8"DEEP CONCRETE _ SPRPACE(SEETYREAD FOOTING o STEP BOW@ 9-0" 5'S" SPREAD FOOTING -TYP.@ WALL CRAECTION E (SEETYP. WALL o o 5'-0" AND TOW = O TOW CRAWLSPACE(SEE TYP. WALL R SING e 4'5" 2'-6" VOID O> — -1 ]'-112 4._].. SECTION FOR DRAINAGE & 4' RE REINFORCING REDUIREMENTSJ, RE REQUIRDRAINAEMENTS) RE UI o _ TOW@101'-0" •� "' I t REINFORCING REDUIREMENTSJ, RE DETAIL 9/S00 - BOW@ 95'-5" DETAIL 9/S00 �95'S"• •� -J II PATIO CONCRETE SLAB ..•.:•. L--, AWAY FROM BUILDING ELEVATION �' I OW@ V 77 — -- — — AD-SLOPE1/4 PER ON B I FOOT UILDING FOOT AW YFROM BUILDING W TOW 100'-0" TOW TOW@101'-0" ' HAUNCH TYP.i Tow@ 100_ Bow@:a LORAWLSPACE W@ 950" BO RE 12/S00 BOW@ 95'S" '•� Tow@ too ' -0" J ELEVATED WALL I ;+ BOW@ 95'5 / @PORanPATO, I � I PROVIDE 188 VOID SPACE REDETAIL 16/S0.0 - �k - - 1]'-0" 17 0 L�L 8"WIDE CONCRETE FOUNDATION WALL HOLD TOP OF OVER 16"WIDE x8"DEEP CONCRETE COUNTERFORT WILL IN .! SPREADFOOTING-TYP.@ 1'-0"OF TOP OF COAL A `? CRAWLSPACE-TO-BASEMENT WALL (SEE STEP' N += _ 8 WIDE 8"WIDE COUNTERF RT BOW !C .r, TYP. WALL SECTI ON FOR DRAINAGE& ON 36WI IDEX48RF NO TOW@96'-0" STEP BOW Yr REINFORCING REQUIREMENTS) SIMILAR FOOTING BOW@ 92'-0" STEP ir TO DETAIL 3/50.0 RE DETAIL 2/S0.0 TOW — S TEP TOW 5 0 VOID 3'-0" 5'-0"VOID 0 6'- " ' 0 VOID 3'- " 5'-0"VOID Q o I o -_ r @ 100 0 z0 BOW@ 92'-0" LOWER LEVEL FLOOR CUPOLEXSYSTEM Av/ FIBER �O PROVIDEVOID MESH REINFORCEMENT FOOTING@EACH EACH WINDOW I o SQUARE FOOTING a "' �. (SEE TABLE FOR TYP. 8" WI DE s 11" DEEP THICKNESS AND REPAIR W10X19 STEEL BEAM , BEAM POCKET +.. REDUIREMENTSJ - 2SPAN(DROPPED) —...— ..— — ——.—.—.—.— — — — — ——.—.--- — ,I ,. 3' DIA. SCH. 40 STD. 8"WIDi DEEP STEEL PIPE COL BEAM POCKET 19 34 ar " WIDE CONCRETE FOUNDATION WALL _ COONTRACTOSR TO COO CONTRACTORORDINATm E OVER16"WIDEX8"DEEPC-O�tN;Ci.RpETnE, NECESSARYUNDERGROUND '��S..Q•''�+��'. IIII 11 SPREADFOOTING-TYP.@BASEMENT PLUMBING RNSWITH FOOTING EE TYR ALL SECTION R DRAINAGE &REINFORCING OW@1000 NECESSARY PROVIDEVOIDSPACE REQUIREMENTS) DETAIL 1S00 OW@ 92'0 TU IDEx9"DEP I BE POCKET 8 DEEP BEAP POCKET _ _ _ _ -�---- _ W15 STEEL BEAM (DROPPED) STEP BOW — OI SEE TABE FOR TP THICKNESS gg T "LF OO 3WIDE NRG REMELTS) 6 31 2 ] 3 DO] DEEPFOOTING RE DETAIL 2/S0.0 STEEL PIPE OL 9'3" 2 6 93 VOID - 121'_0" o /AGE FLOOR. 4"CONCRETE SLABSLOPEDOWN FROM > BACK TO FRONT _ 77@100'-0" BOW@95'5" g"WIDE CONCRETE FOUNDATION WALL OVER 16"WIDEX8"DEEPCONCRETE GE 1 (SEE TYR WALL SECTION @ FOR RA DRAINAGE&REINFORCING REOU I REMELTS) RE DETAIL4/S0.0 O > 1111■1�111111111 5'-0"VOID 3'-0" 5'-0"VOID �957S" LOWER FOUr DATION WALL 0 I. DOOR 4" CONCRETE DRIVE SLAB ON GRADE STEP TOW SLOPE AWAY FROM BUILDING ELEVATION 1 0" I I ; BOW 95'5 J TOP OF WALL TO BEE - 3 5'-0"VOID 2'-0" 5'-0"VOIDqp 8"WIDE X4 RE — VOIDCENTERED +' OW 166,0" OW @ 166,0" BOW -: 8" WIDE CONCRETE FOUNDATION WALL OVER BOW@ 92'_0" 16" WIDE X 8" DEEP CONCRETE SPREAD - 0 8-4' 4'-]1" HAUNCH BOW @ 95'S •' SECTION FOR DRAINAGE & REINFORCING .f AT STEPS 13'-0" PROVIDE 4"TALL X 8" ". i WIDE VOID ACROSS FULL WIDTH OF FOOTING @ 12'-0" oc. • ELEVATED WALL ER FND @PORCH/PATIO,fAN R, RE'. DETAIL 16/S00L@DOOR -; Owa 1012'-06"EEDED �. _ I BOW I STEP TOW I STEP TOW I .t 5'-0" AND TOW = STEP BOW MAX p e — -1 ]'-112 4._].. 52" 4' 0�� HAUNCH TYP., t RE12/S00 PORCGRADELLOOPEI/4"PRETE LAB ON OOT AWAY FROM BUILDING ELEVATION �' I OW@ V I I ; BOW 95'5 8FT BASEMENT FOUNDATION PLAN SCALE: 1/4" = Vi CAPE COD ELEVATION Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com r CN �\ m r L J O O rL = LL � O D U) O O z_�vU Q O � M W L .a) O� Z O OCU O M Cn L 19356 COPYRIGHT 2021 This document s an Instrument of service,andassuch remai ofthins the property of the AmM@e[ Permission for use ofthis agreemnt Is Ilmlletl tudcan be extended only by written Agreemen[wltlt EVSWtlIo, LLC. REVISION PERMIT SET DATE: 03/18/2021 DRAWN BY: LBV CHECKED BY: RRM FOUNDATION PLAN S1.10 J TOP OF WALL TO BEE - 3 5'-0"VOID 2'-0" 5'-0"VOIDqp — BELOW TOP OF SLAB 8" WIDE CONCRETE FOUNDATION WALL OVER 16" WIDE X 8" DEEP CONCRETE SPREAD FOOTING-TYP. @PORCH (SEETYP. WALL HAUNCH BOW @ 95'S SECTION FOR DRAINAGE & REINFORCING y_4 AT STEPS 13'-0" REQUIREMENTS) RE'. DETAIL 8/S00 14'-4" 8FT BASEMENT FOUNDATION PLAN SCALE: 1/4" = Vi CAPE COD ELEVATION Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com r CN �\ m r L J O O rL = LL � O D U) O O z_�vU Q O � M W L .a) O� Z O OCU O M Cn L 19356 COPYRIGHT 2021 This document s an Instrument of service,andassuch remai ofthins the property of the AmM@e[ Permission for use ofthis agreemnt Is Ilmlletl tudcan be extended only by written Agreemen[wltlt EVSWtlIo, LLC. REVISION PERMIT SET DATE: 03/18/2021 DRAWN BY: LBV CHECKED BY: RRM FOUNDATION PLAN S1.10 EMK CONSULTANTS, INC. LAND DEVELOPMENT SERVICES AND SOLUTIONS ENGINEERINGoSURVEYING www.EMKC.com 7006 SOUTH ALTON WAY, BLDG. F CENTENNIAL, COLORADO 80112-2019 (303)694-1520 OPTIONS: PLOT n I /� ^ I JOB NOB 13185.00 -PARTIAL BASEMENT PLAN V DRAWN BY: GA -8' BASEMENT WALLS DATE: 03/03/2021 -CENTRAL AIR PRE -WIRE WONDERLAND HOMES -F.P.® GREAT ROOM REVA: SHIFT HOME TO MEET 2.5' STAGGER 3/16/2021 REV. 2: REVISE TO PARTIAL BASEMENT TRACT Q (SKYLINE ESTATES FIL. 1) 3/22/2021 LOT 11 o� W heat U R, CD O "NOTE. STEP GRADE ALONG THIS WALL LINE TO ACHIEVE FINISHED GRADE SHOWN. THIS MAY AFFECT FOUNDATION DESIGN. o�P�p REG /sl •`fir c��` S, �Q ���'' L LAS PREPARED UNDER MY SUPERVISION FOR AND ON BEHALF OF EMK CONSULTANTS, INC. CRAWL SP 234.2706 _CAPE COD #5370 PARTIAL BASEMENT 8' WALLS a FF=73.3 TOF=72.1 —1'2 APPRO%.SLAB FOUR 61' RISERS N 2 CAR GARAGE ONE 6 TOF=72.1** RISER DG- V 2.B PORCI 6" 21.0' NOTES U.E.=UTILITY EASEMENT 1. EASEMENTS SHOWN ON THIS PLAN ARE TAKEN FROM THE S.E.=SIDEWALK EASEMENT RECORDED PLAT AND MAY NOT SHOW ALL EASEMENTS OF RECORD. DS=DROP SIDING/GRADE 2. THIS DOCUMENT REPRESENTS A PROPOSED BUILDING LAYOUT FOR IT F 00 N LOT 13 "NOTE, STEP GRADE ALONG THIS WALL LNE TO ACHIEVE FINISHED GRADE SHOWN. THIS MAY AFFECT FOUNDATION DESIGN. LOWER GRADE ALONG PORCH AN ADDITIONAL 8" TO ACHIEVE INDICATED SIDE YARD SLOPE. DROP G RAGE FLOOR AN ADDITIONAL 8" (16" TOTAL) APPROVAL BY ZONING AND BUILDING AUTHORITIES. ANY OTHER 53.00' INFORMATION SHOWN IS INCLUDED BY THE CLIENT'S REQUEST AND IS FOUNDATION . 8' P.U.E. FOR INFORMATIONAL PURPOSES ONLY. WALL (TOF) 5' HOA NOTE: TO THE EXTENT NECESSARY TO FLATTEN STEEP SIDE OR REAR SLOPES 1r Ir LOWER SIDING OR Y( I \ �. VENEER ALONG 12 NIN GEOTECHNICAL SPECIFICATIONS BY OTHERS. THIS WALL LINE. 15r% 697 6> 139 N >> X115 1 % PATIO D BC - 1 % 6j8 18• PRIOR TO HOUSE CONSTRUCTION. 5370 PIERSON COURT, 699 19.8' 2. LOT 12, BLOCK 1, CRAWL SP 234.2706 _CAPE COD #5370 PARTIAL BASEMENT 8' WALLS a FF=73.3 TOF=72.1 —1'2 APPRO%.SLAB FOUR 61' RISERS N 2 CAR GARAGE ONE 6 TOF=72.1** RISER DG- V 2.B PORCI 6" 21.0' NOTES U.E.=UTILITY EASEMENT 1. EASEMENTS SHOWN ON THIS PLAN ARE TAKEN FROM THE S.E.=SIDEWALK EASEMENT RECORDED PLAT AND MAY NOT SHOW ALL EASEMENTS OF RECORD. DS=DROP SIDING/GRADE 2. THIS DOCUMENT REPRESENTS A PROPOSED BUILDING LAYOUT FOR IT F 00 N LOT 13 "NOTE, STEP GRADE ALONG THIS WALL LNE TO ACHIEVE FINISHED GRADE SHOWN. THIS MAY AFFECT FOUNDATION DESIGN. LOWER GRADE ALONG PORCH AN ADDITIONAL 8" TO ACHIEVE INDICATED SIDE YARD SLOPE. DROP G RAGE FLOOR AN ADDITIONAL 8" (16" TOTAL) APPROVAL BY ZONING AND BUILDING AUTHORITIES. ANY OTHER NOTE: RAISED INFORMATION SHOWN IS INCLUDED BY THE CLIENT'S REQUEST AND IS FOUNDATION FOR INFORMATIONAL PURPOSES ONLY. WALL (TOF) 3. RETAINING WALLS ARE DESIGNED HORIZONTALLY AND VERTICALLY ONLY NOTE: TO THE EXTENT NECESSARY TO FLATTEN STEEP SIDE OR REAR SLOPES NOTE: ' AND NEED TO BE DESIGNED AND CONSTRUCTED PER STRUCTURAL AND LOWER SIDING OR Y( I \ �. VENEER ALONG ADJUST GRADE AS SHOWN TO ACHIEVE GEOTECHNICAL SPECIFICATIONS BY OTHERS. THIS WALL LINE. INDICATED SLOPE. 4. LOT AREA TAKEN FROM RECORDED PLAT. 5. SEWER AND WATER SERVICE LOCATIONS ARE TAKEN FROM THE LEGAL DESCRIPTION SUBDIVISION CONSTRUCTION PLANS AND SHOULD BE FIELD VERIFIED PRIOR TO HOUSE CONSTRUCTION. 5370 PIERSON COURT, 6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LOT 12, BLOCK 1, LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN QUAIL RUN FINAL PLAT, THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE STATE OF COLORADO CERTIFICATION SHOWN HEREON. THIS DRAWING DOES NOT REPRESENT SETBACKS z A MONUMENTED SURVEY AND IS ONLY INTENDED TO DEPICT THE ACCOMPANYING LEGAL DESCRIPTION. FRONT: 10' HOUSE, 15' GARAGE (BOW) GRAPHIC, SCA I REAR: 15' 0 10 SIDE: 5' SIDE -CORNER: 10' 1 Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED BY: DATE: 4/15/2021 COMMENTS: W heat U� m 0 �G'�ding p\J`y\c August 12, 2020 Wonderland Homes 8246 Northfield Boulevard Building J, Suite #2600 Denver, Colorado 80238 Subject: Soils and Foundation Summary Letter Quail Run Block 1, Lot 12 Wheat Ridge, Colorado Project No. DN49,619-120-R1 EIRIM I a e o a P o e a* e o HOME BUYER ADVISORY Expansive and compressible soils and expansive bedrock are present at this subdivision; which results in a geologic hazard. This letter describes the soil conditions on this lot more specifically. Prospective home buyers are strongly advised to read this letter and the referenced documents. If you do not understand the risk(s) associated with the hazard and the important role you must accept to manage and mitigate the risk(s), we recommend you contact a competent geotechnical (soils) engineer for advice. CTL I Thompson, Inc. performed a Soils and Foundation Investigation for 56 lots within Quail Run and presented results in a report dated July 30, 2020. This letter presents a summary of our findings and recommendations for the sub- ject lot. The report referenced above should be reviewed for foundation design. Colorado is a challenging location to practice geotechnical engineering. The climate is relatively dry and the near -surface soils are typically dry and com- paratively stiff. These soils and related sedimentary bedrock formations tend to react to changes in moisture conditions. Some of the soils and bedrock swell as they increase in moisture and are referred to as expansive soils. Other soils can compress significantly upon wetting and are identified as compressible soils. Most of the land available for development east of the Front Range is underlain by expansive clay or claystone bedrock near the surface. The soils that exhibit compressible behavior are more likely west of the Continental Divide; however, both types of soils occur throughout the state. Expansive and compressible soils and expansive bedrock as well as shal- low groundwater that may affect basement construction are present at this subdi- vision, which constitutes a geologic hazard. There is risk that foundations and slab -on -grade floors will experience heave or settlement, and damage. Covering the ground with houses, streets, driveways, patios, etc., coupled with lawn irriga- tion and changing drainage patterns, leads to an increase in subsurface moisture conditions. Thus, some soil movement due to heave or settlement is inevitable. Wonderland Homes elected to perform sub -excavation of the soils to reduce po- tential movements. Our records indicate sub -excavation was effective. A more detailed discussion of the sub -excavation process is presented in Exhibit C. Sub - excavation will not eliminate potential movements, it is intended to reduce total cracks, slab heave and cracks. etc.). Fill can also soften and compress upon wet- ting. It is critical that all recommendations in this report are followed to increase the chances that the foundations and slabs -on -grade will perform satisfactorily. 1971 West 12th Avenue I Denver, Colorado 80204 1 Telephone: 303-825-0777 Fax: 303-825-4252 ,d° WheatR,a U m 0 ����diryq p���s`c After censtrudion, homeowners must assume responsibility for maintaining the structures and use appropriate practices regarding drainage and landscaping. In summary, the strata encountered in the boring on this lot consisted of 15 feet of fill underlain by sandy clay to the maximum depth explored of 20 feet. No groundwater was encountered during this investigation. The clayey soils and bedrock are expansive. Use of footings with minimum deadload is recem- mended. A strudurellysupported basement floor is recommended. Further de- tails are described in following paregrephs. Based on our investigation, predominantly low to moderate swelling mate- rials are present at depths likely to influence shallow foundation and slab perfor- mance, and we believe there is low to moderate risk of ground movement suffi- cient to damage slabson-grade and foundations. The risk of foundation and slab movements can be mitigated, but not eliminated, by careful design, construction, and maintenance procedures. We believe the recommendations in this report will help control risk of foundation and slab damage; they will not eliminate that risk. The builder and homebuyers should understand that slabsonyrede and, in some instances, foundations may be affected by the subsoils. Homeowner maintenance will be required to control risk. We recommend the builder provide a booklet to homebuyers that describes swelling soils and includes recemmenda- tionsfor care and maintenance of homes constructed on expansive soils. Colo- rado Geological Survey Special Publication 431 was designed to provide this in- formation. Laboratory tests were performed on samples from this lot and nearby lots. Samples from this lot swelled 0.6 to 0.8 percent when wetted. Based upon re- sults of laboratory tests and other factors, we judge basement slab performance risk for this lot to be low. F_xltibit A provides a discussion of slab performance risk evaluation, as well as slab installation and maintenance recommendations. We performed calculations of total potential ground heave and basement heave as part of our study. The calculations indicate the ground surface on low risk lots in- cluded in this investigation could heave less than 0.5 -inch to 3.2 inches and the basement floor slabs could heave less than 0.5 -inch to 2.0 inches. The calculated potential heave for this lot is 1.3 inches at the ground surface and 0.9 inch at basement level. It is not certain this movement will occur. If home buyers cannot tolerate movement of a slab-on�rede basement floor, they should select a lot where a structurally supported floor will be constructed or request that a structurally supported floor be installed. 1'A GUWe to Swelling Solb for Colamtlo Hamebuyem entl Homeowners; SemM Etltllon ReNeetl and Uptletetl by DeNd C. Nae, Coloratlo Gaolagkel Survey, OepeMient of Natural Reeoureas, Derwer, Coloratlo, 20W. OUNL RUN BLOCK I, LOT 12 ��� ,d° WheatR,a U m ����diryq p���s�oc Considering the subsurface conditions at this lot, we recommend construction of the proposed residence on a footing foundation with minimum deadload. Footings should be designed for a maximum allowable soil pressure of 3,000 psf with a minimum deadload pressure of 1,000 psf. Footings should be at least 16 inches in width. Column pads should be at least 18 inches square. There should be a 4 -inch continuous void between the footings to concentrate the deadload, if intenupted footings are necessary. Exterior footings should be protected from frost action with at least 3 feet of cover. It is sometimes necessary to alter the foundation design based on conditions exposed during construction. The buyer can discuss the changes, if any, with the builder. Basement and/or foundation walls and grede beams that extend below grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Our experience suggests basement walls can deflect or rotate slightly under normal design loads and that this deflection typically does not affect the structural integrity of the walls. We re� ommend design of the basement walls on this lot using an equivalent fluid den- sity of at least 60 pounds per cubic foot. This value assumes slight deflection of the wall can occur, generally less than 0.5 to 1 percent of the wall height. Some minor cracking of the walls may occur. A subsurface drain is recommended around the entire perimeter of the lowest excavation area for this residence. The drain should lead to a positive gravity outlet or to a sump where water can be removed with a pump. The provi- sion of the drain will not eliminate slab movement or prevent moist conditions in crawl spaces. The pump must be maintained by the homeowner. Proper design, construction and maintenance of surface drainage are criti- cal to the satisfactory performance of foundations, slabs -on -grade, and other im- provements. Landscaping and irrigation practices will also affect performance. Exhibit B contains our recommendations for surface drainage, irrigation, and maintenance. The concept of risk is an important aspect with any geotechnical evalua- tion, primarily because the methods used to develop geotechnical recemmenda- tions do not comprise an exact science. We never have complete knowledge of subsurface conditions. Our analysis must be tempered with engineering judg- mentand experience. Therefore, the recommendations presented in any ge- otechnicel evaluation should not be censidered risk-free. We cannot provide a guarantee that the interaction between the soils and a proposed structure will be as desired or intended. Our recommendations represent ourjudgment of those measures that are necessary to increase the chances that the structure will per- form satisfactorily. It is critical that all recommendations in the referenced report are followed. Home owners must assume responsibility for maintaining the struc- tureand use appropriate practices regarding drainage and landscaping. OUNL RUN BLOCK I, LOT 12 ,d° WheatR,a U m ��'�dipq p���s�oc As this letter is meant only as a summary of our findings and recommen- dationsfor the subject lot, we recommend home buyers review the Soils and Foundation Investigation from which this summary is taken. CTL � THOMPSON, INC. OUNL RUN BLOCK I, LOT 12 cE W haat U %R W �°���,xI,��P�t� A SLAB PERFORMANCE RISK EVALUATION, INSTALLATION AND MAINTENANCE As part of our evaluation of the subsoils and bedrock, samples were tested in the labore- tory using a swell test. In the test procedure, a relatively undisturbed sample obtained dudng drilling is first loaded and then flooded with water and allowed to swell. The pressure applied prior to wetting can approximate the weight of soil above the sample depth or be some standard load. The measured percent swell is not the sole criteria in assessing potential movement of slabs-onyrede and the risk of poor slab performance. The results of a swell test on an individ- ual lot are tempered with data from surrounding lots, depth of tests, depth of excavation, soil profile, and other tests. This judgment has been described by the Coloredo Association of Ge- otechnical Engineers (CAGE, 1996) as it relates tc basement slabon-grade floors. It can also be used to help judge pertormance risk for other slabs-on�rede such as garege floors, drive- ways, and sidewalks. CTL Thompson also performs poten5al heave celculations to aid in our judgment. The risk evaluation is censidered when we evaluate appropriate foundation systems for a given site. In generel, more conservative foundation designs are used for higher risk sites to control the likelihood of excessive foundation movement. As a result of the Slab Performance Risk Evaluation, sites are categorized as low, mod- erate, high, or very high risk. This is a judgment of the swelling characteristics of the soils and bedrock likely to influence slab performance. REPRESENTATIVE MEASURED SWELL AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Cate o Representative Percent Swell' 500 of Sumha a Reprasenta5ve Percent Swell' 1000 Sumha e Low 0 to <3 0 to <2 Moderate 3 to <5 2 to <4 High 5 to <8 4 to <6 Very High >8 >6 `Note: The representative percent swell values presented are nM necessarily measured values; rather, they are a Jutlgment of the swelling charectenstics of the call antl betlrock Ilkely to Influence slab pedomrance. The reting of slab performance risk on a site as low or high is not absolute. Rather, this reting represents a judgment. Movement of slabs may occur with time in low, moderate, high, and very high rtsk areas as the expansive soils respond to increases in moisture content. Over- all, the severity and frequency of slab damage usually is greater in high and very high rated ar- eas. Heave of slabs-on�rede of 3 to 5 inches is not uncommon in areas reted as high or very high risk. On low and moderate risk sites, slab heave of 1 to 2 inches is considered normal and we believe in the majority of instances, movements of this magnitude constitute reasonable slab performance; mare heave can occur. Slabs can be affected on all sites. On lots reted as high or very high risk, there is more likelihood of need to repair, maintain or replace main level and gar- age floors and exterior flatwork. The home buyer should be advised slabson-grade may move and crack due to heave or settlement and that there may be maintenance costs associated durtng and after the builder QUAIL RUN Exhibit A-1 BLOCK 1, LOT 12 cE W heat �� iR W warranty period. Heave or settlement m��glRraintenance of finish details to central dam- age. Our experience suggests that soil mois��re increases below residence sites due to cover- ing the ground with the house and exterior flalwork, coupled with the introduction of landscape irtigation. In most cases, slab movements (if any) resulting from this change occur within three to five years. For portions of the houses where cenventional slabson-grade are used, we recemmend the following precautions. These measures will not keep slabs-on-grede from heaving; they tend to mitigate damages due to slab heave. Slabon-grade floor consWction should be limited to areas where slab movement and cracking are acceptable to the builder and home buyer. 2. The International Residential Cade (IRC R506) states that a flinch base ceurse layer consisting of clean graded sand, grevel, crushed stone or crushed blast fur- nace slag shall be placed beneath below slab-on�rede floors (unless the under- lying soils are free -draining), along with a vapor retarder. Installagon of the base ceurse and vapor retarder is not common in this area. Historically, there has been some cencem that installa0on of clean base ceurse ceuld allow wetting of expansive soils to spread from an isolated source. IRC states that the vapor retarder can be omitted where approved by the building official. The merits of installation of a vapor retarder below floor slabs depend on the sensitivity of floor coverings and building use to moisture. A propedy installed vapor retarder is more beneficial below concrete slabon-grede floors where floor coverings, painted floor surfaces, or products stored on the floor will be sensitive to moisture. The vapor retarder is most effective when concrete is placed directly on top of it, rather than placing a sand or gravel leveling course between the va- por retarder and the floor slab. Placement of concrete on the vapor retarder may increase the risk of shrinkage cracking and cuding. Use of centrale with reduced shrinkage charectedstice inGuding minimized water content, maximized coarse aggregate content, and reasonably low slump will reduce the risk of shrinkage crecking and cuding. Consideretions and recommendations for the installation of vapor retarders below concrete slabs are outlined in Section 5.2.3.2 of the 2015 Amedcan Concrete Institute (ACI) Committee 302, °Guide for Concrete Floor and Slab Construction (ACI 302.1 R-15)". 3. Conventional slabs should be separeted from exterior walls and interior bearing members with a slip joint that allows free vertical movement of the slabs. These joints must be maintained by the home buyer to avoid transfer of movement. 4. Underslab plumbing ('rf any) should be thoroughly pressure tested dudng con- struction for leaks and be provided with flexible couplings. Gas and waterlines leading to slabsupported appliances should be constructed with flexibility. The homebuyer must maintain these connections. 5. Use of slab bearing partitions (if any) should be minimized. Where such partitions are necessary, a slip joint (or float) allowing at least 3 inches of free vertical slab movement should be used. Doorv✓ays should also be designed to allow vertical movement of slabs. To limit damage in the event of movement, sheetrock should QUAIL RUN FJchibit A-2 BLOCK 1, LOT 12 cE W haat �� �R .,�_�L� c not extend to the flocr. "'�'r��jer should monitor partition voids and other connections and re-establish �1a voids before they dose to less than Yrinch. 6. Plumbing and utilities that pass through slabs (if any) should be isolated from the slabs. Heating and air conditioning systems constructed on slabs should be pro- vided with fle>able cennections capable of at least 3 inches of vertical movement so slab movement is not transmitted to the ductwork. These connections must be maintained by the home buyer. Roofs that overhang a patio or porch should be constructed on the same founda- tion as the residence. Isolated piers or pads may be installed beneath a roof overhang provided the slab is independent of the foundation elements. Patio or poroh rocf columns may be positicned on the slab, directly above the foundation system, provided the slab is structural and supported by the foundation system. Structural porch or patio slabs should be constructed to reduce the likelihood that settlement or heave will ailed the slab by placing loose backfill under the stroo- turelly supported slab or constructing the slab over void -forming materials. 8. Patic and poroh slabs without roofs and other exterior flatwork should be isclated from the foundation. Movements of slabs should not be transmitted to the foun- dation. Decks are more flexible and more easily adjusted in the evert of move- ment. 9. Frequent control joints should be provided in conventional slabs -on -grade to re- duce problems assodated with shrinkage crecking and curling. Panels that are approximately square generelly pertorm better than rectangular areas. We sug- gest an additional joint about 3 feet away from and parallel to foundation walls. QUAIL RUN FJchibit A-3 BLOCK 1, LOT 12 cE W haat U %R W eO���xl,��f�� B SURFACE DRAINAGE, IRRIGATION AND MAINTENANCE Performance of foundations and concrete flatwork is influenced by the moisture condi- tions existing within the foundation soils. Surface drainage should be designed to provide repid runoff of surface water away from proposed residences. Proper surface dreinage and irrigation practices can help control the amount of surface water that penetrates to foundation levels and contributes to settlement or heave of soils and bedrock that support foundations and slabs -on - grade. Positive drainage away from the foundation and avoidance of irrigation near the founda- tion also help to avoid excessive wetting of backfill soils, which can lead to increased backfill settlement and possibly to higher laterel earth pressures, due to increased weight and reduced strength of the backfill. CTL � Thompson, Inc. recommends the following precautions. The homE Wetting or drying of the open foundation, utility and earthwork excavations should be avoided. 2. The ground surface surrounding the exterior of each residence should be sloped to drain away from the building in all directions. For non -basement residences, we recommend a minimum constructed slope of at least 6 inches in the first 10 feet (5 percent) in landscaped areas around each residence, where predicel. For residences with basements, we recommend a minimum constructed slope of at least 12 inches in the first 10 feet (10 percent) in landscaped areas around each residence, where precticel. Between houses that are separated by a distance of less than 10 feet, the con- structed slope should generelly be at least 5 percent to the Swale used to convey water out of this area. 3. Swales used to convey water across yards and between houses should be sloped so that water moves quickty and does not pond for extended periods of time. We suggest minimum slopes of about 2 to 2.5 percent in grassed areas and about 2 percent where landscaping rock or other materials are present. If slopes lass than about 2 percent are necessary, cenaete-lined channels or plastic pipe should be used. 4. Backfill around the foundation walls should be moistened and compacted. 5. Roof downspouts and dreins should discharge well beyond the limits of all back- fill. Splash blocks and/or extensions should be provided at all downspouts so wa- terdischarges onto the ground beyond the backfill. We generelty recommend against burial of downspout discharge. Where it is necessary to bury downspout discharge, solid, rigid pipe should be used and it should slope to an open grev'rty outlet. Downspout extensions, splash blocks and buried outlets must be main- tained by the home owner. OWIL RUN EXhlblt B-1 BLOCI(1, LOT 12 Q cE W haat �� iR menta. Landscaping should be carefully designed and maintained to minimize irzigation. Plants placed close to foundation walls should be limded to those with low moisture requirements. Irzigated grass should not be located within 5 feet of the foundation. Sprinklers should not discharge within 5 feet of foundations. Plas- tic sheeting should not be placed beneath landscaped areas adjacent to founda- tion walls or grede beams. Geotextile fabric will inhibit weed growth yet still allow natural evaporation to occur. The design and construction criteria for foundations and floor system alternatives were compiled with the expectation that all other recommendations presented in this report related to surface and subsurface dreinage, landscaping irrigation, backfill compaction, etc. will be incorporated into the project. It is critical that all recommendations in this report are followed. OWIL RUN EXtllblt B-2 BLOCI(1, LOT 12 ,�\N heat Q R� CD //ding �X,kiPIT C MITIGATION OF EXPANSIVE SOILS AND BEDROCK THROUGH SUB -EXCAVATION EDGEWATER CROSSING TOWNHOMES EDGEWATER, COLORADO Much of the soils and un- derlying bedrock found beneath the Front Range area of Colorado are ex- pansive; they swell when wetted. Deep sub -exca- vation of these clayey soils and bedrock is seen as an appropriate mitiga- tion method in areas where expansive materi- als are present. Excava- tion destroys the frac- tures and non-uniform structure of the near -sur- face soils and bedrock. The excavation typically extends about 10 feet below anticipated foun- dation levels, although deeper or shallower sub - excavations are some- times used. At this subdi- vision, the excavation was planned to bottom 8 to 15 feet below pro- posed construction grades (Fig. 1). The excavated soils and bedrock are compacted in thin, nearly horizontal lay- ers (Fig. 2). Water is mixed with the materials as they are placed to "pre - swell" the expansive soils and reduce potential future swell. On projects where deep sub -excavation has been employed, testing of the soils, bedrock, and backfill has demonstrated that significant reduction in swelling characteristics can be achieved. QUAIL RUN BLOCK 1, LOT 12 Excavation for fill placement Figure 1 Figure 2 Exhibit C-1 The sub -excavation ap- proach mitigates the influ- ence of expansive materi- als on man-made im- provements and struc- tures in several ways. The weight of the fill helps to resist potential heave of the underlying natural materials. The fill acts like a cushion to spread movement over a larger area, reducing damaging movements near the ground surface (Fig. 3). The fill also covers the site with a thick layer of compacted material that limits penetration of water to the underlying natural soils and/or bedrock. The sub -excavation pro- cess can provide greater stability for streets, side- walks, driveways, and buried utilities (Fig. 4), if the sub -excavated layer extends beneath these improvements. Founda- tion drains around base- ments and under -drains below sanitary sewer mains (if installed within the subdivision) also help to collect irrigation and precipitation water that seeps into the ground. Home owner irrigation practices are critical to the overall performance of foundations and con- crete flatwork and are dis- cussed in more detail in Exhibit B. QUAIL RUN BLOCK 1, LOT 12 �vJheatR'� Figure 3 Figure 4 Exhibit C-2 From: no-reolv(alci.wheatridae.co. us To: CommDev Perm is Subject: Online Form Submittal: New Residential Construction Date: Wednesday, March 31, 20216:22:35 PM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 5370 Pierson Court Property Owner Name GH Colorado LLC Property Owner Phone 7205051880 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Zmetcalf@wonderlandhomes.com Address Attach City of Wheat City of Whet Ridae Payment Form - GH Colorado, LLC.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name GH Colorado LLC What is your role in the Property Owner project? Contact Phone Number 7205051880 (enter WITH dashes, eg 303-123-4567) Contact Email Address Zmetcalf@wonderlandhomes.com for Plan Review Comments Retype Contact Email Zmetcalf@wonderlandhomes.com Address DESCRIPTION OF WORK Detailed Scope of Work - Example: New single family home with 2 car attached garage Square Footage of New Construction Upload Proof of Submission to Water Department Upload Proof of Submission to Sanitation Department Upload Soils Report Engineering Letters and Other Letter Size Attachments Energy Calcs Construction Plans scanned on 11'x17" or larger Station 53 - New single family detached home with attached 2 car garage - 2706 sq ft total (131/1-ot 12) rr4[8I 2021.02.16 Tan Aoolication Soreadsheet.odf Quail Run Block 1. Lot 12 .Ddf 2021-0331 Station 53 SFD SP CC 5370 Pierson Ct., Lot 12TDdf Square feet Price per sq. 5. Total Cab. Project Value (contract 210239 Lirin9 Space 2800 $122.48 $315.398.00 value or cost of ALL LMMea Basement 575 $22.45 $15.175.20 F.s .d Basement 105 $32.50 $3,445.00 materials and labor) Garaget 459 545.30 $22.55270 parts, deck, patio + 150 517.55 $2.909.50 $352,479.50 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for tach Metcalf Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. 5) DENVER WATER PAYMENTAND SERVICE LINE DIAGRAM IS REQUIRED WITH APPLICATION —ANY USE OF WATER FROM THIS TAP IS PROHIBITED UNTILTHE METER HAS BEEN SETAND INSPECTED. Application will not be accepted until items 14 are fully completed and signed. 1. Property Information Property Address: Mailing Address: 5370 Pierson Court GH Colorado, LLC Bldg./Unit#: City: State: Zip Code: Addison Wheat Ridge 75001 80033 Subdivision: lock: Lot: Zach Metcalf Lot Size (Sq.Ft.): Station 53 112 1 15536 This license application for a 3/4" -inch tap is being applied to serve: (pick one) tap size '❑ Single Family Residence (One tap, one structure) ❑ Muhl -Family Residence (One tap, one structure, multiple units) Numberofunds: ❑ Mixed use building (One tap, one structure -commercial (sqR): residential(units): ❑ Commercial typeofb..n— ❑ Irrigation Only square feet of irrigable arae: ❑ Fire Protection Only ❑ Other, please explain ❑ Non -potable please indicate type of use: Additional water uses at property: Will this tap serve irrigation at the property? yes El no ❑ Are there additional sources of water at this property (well, ditch, etc.)? yes ❑ no El If yes, what is the additional source? Will any of these uses occur at the properly? ❑ NFPA 13R ❑ NFPA 13D ❑ Cooling tower ❑ Green roof ❑ Glow house facility ❑ Commercial laundry on-site ❑ Car wash facility on-site Any variation in the above described water usage could result in additional fees, fines, and/or interruption of water service. 2. Owner Information O Property Owner 0 Authorized Agent Name/Company: Mailing Address: GH Colorado, LLC 15725 N Dallas Parkway, Suite 300 City: State: Zlp Code: Addison TX 75001 Phone Number. Print Name: 720-505-1880 Zach Metcalf Signature nee or aulhortzed agent:Date: 3131/21 APPLICATION FOR WATER SUPPLY LICENSE Denver Water Personnel Only Application Date: Premise ID: Tap/Plan ID Number. 3. Cross -Connection acknowledgment This water service may require a backflow prevention assembly (BFPA). Please call Denver Water's Cross Connection Control group at 303-628-5969 to determine the type, model, size and location of the BFPA. Failure to install a BFPA in accordance with Denver Water's Engineering Standards may result in re- inspection charges and added construction cost prior to setting the meter. I have read and understand the above statement regarding the BFPA ifishr 4. Distributor acknowledgment(required only if outside City $ County of Denver If property to be served is Outside City & County of Denver, the Distributor must complete the following (print form and obtain Distributor's signature): I authorize a 3/4" -inch tap to be attached to facilities. sa. ,wm.aoimmao. Distributor Representative's Signature and title Date Print Name Contract number This Water Supply License application is made under and subject to the following conditions: • This License application is subject to the Charter of the City and County of Denver acting by and through its Board of Water Commissioners (•Board•), Operating Rules and Engineering Standards as they may be changed from time to time. • When approved by the Board, this document constitutes a License to receive water service at the above property address within its legally described boundaries from the system owned, operated or served by the Board. The OWNERIAUTHORIZED AGENT is the owner of the premise described herein or is the authorized agent of the owner. Water service is limited to water available under the conditions which exist from time to time. The Board DOES NOT GUARANTEE to maintain conditions such that the premise can receive uninterrupted supply of water. The Board accepts no responsibility for the size, connection, pressure, location, or method of operation of any distribution mains or service lines not owned and operated by the Board. The tap must be reasonably sized in relation to the size and use of the licensed property in the judgment of Denver Water. Charges due accrueagainst the property Water service maybe suspended whenever any charge is past due. Service may also be suspended, and this License may be deactivated or revoked for violations of Denver Waters Operating Rules. OWNERIAUTHORIZED AGENT agrees to pay such rates, fees and charges, as established by the Board from time to time. • The OWNER/AUTHORIZED AGENT understands the Water Supply License must be activated as required in the Operating Rules and Engineering Standards of the Board in order to receive water. property is Inside the City & Counffof Denver, contact Denver Waste Water Management Office at 303-446-3500 for information and charges for your waste water service. 4017f/4/2019 City of Wheat Ridge Single Family - New PERMIT - 202100620 PERMIT NO: 202100620 ISSUED: 04/30/2021 JOB ADDRESS: 5370 Pierson Ct EXPIRES: 04/30/2022 JOB DESCRIPTION: Station 53 - New single family detached home with attached 2 car garage - 2706 sq ft total (Bl/Lot 12) *** CONTACTS *** OWNER ( 3 0 3) 915-4340 WONDERLAND HOMES SUB (303)978-1051 TODD WOODFORD 070071 C&T PLUMBING LLC SUB (303)289-3441 ROBERT D. GROSS, SR. 019659 R&R HEATING & COOLING, INC SUB (303)650-3393 LAWRENCE GILL 022483 GILL ELECTRIC GC (303)567-7630 KOLBY O'HERRON 202128 WONDERLAND HOMES *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2320 / APPLERIDGE ESTATES, STANDLEY H BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 362,479.50 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 71612.07 Permit Fee 21828.40 Engin. Review Fee 150.00 ** TOTAL ** 10,710.47 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WZ-18-13) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. One (1) tree in front yard is required prior to C.O. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Single Family - New PERMIT - 202100620 202100620 ISSUED: 04/30/2021 5370 Pierson Ct EXPIRES: 04/30/2022 Station 53 - New single family detached home with attached 2 car garage - 2706 sq ft total (Bl/Lot 12) I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 04/30/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.co. us To: CommDev Perm is Subject: Online Form Submittal: New Residential Construction Date: Wednesday, March 31, 20216:22:35 PM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 5370 Pierson Court Property Owner Name GH Colorado LLC Property Owner Phone 7205051880 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Zmetcalf@wonderlandhomes.com Address Attach City of Wheat City of Whet Ridae Payment Form - GH Colorado, LLC.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name GH Colorado LLC What is your role in the Property Owner project? Contact Phone Number 7205051880 (enter WITH dashes, eg 303-123-4567) Contact Email Address Zmetcalf@wonderlandhomes.com for Plan Review Comments Retype Contact Email Zmetcalf@wonderlandhomes.com Address DESCRIPTION OF WORK Detailed Scope of Work - Example: New single family home with 2 car attached garage Square Footage of New Construction Upload Proof of Submission to Water Department Upload Proof of Submission to Sanitation Department Upload Soils Report Engineering Letters and Other Letter Size Attachments Energy Calcs Construction Plans scanned on 11'x17" or larger Project Value (contract value or cost of ALL materials and labor) Station 53 - New single family detached home with attached 2 car garage - 2706 sq ft total (131/1-ot 12) rr4[8I 2021.02.16 Tan Aoolication Soreadsheet.odf Quail Run Block 1. Lot 12 .Ddf 2021-0331 Station 53 SFD SP CC 5370 Pierson Ct., Lot 12TDdf SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for tach Metcalf Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser.