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HomeMy WebLinkAboutSFRA2018-2804 ll t�r f ON-0-0 DATE OF ISSU/A�(NC•E: x e. till s PERMIT#: BUILDING PERMIT APPLICATION LE SE PRINT LEEGIBLY-COMPLETE ENTIRE FORM) JOB ADDRESS: I� Jlezllev l/151k >i SUITE # LOT: BLOCK: SUBDIVISION: _ BUILDING CONTRACTOR(company name): CURRENT MAILING ADDRESS: &Ile v r i / G CITY/STATE/ZIP: <rct e in e /)C• 10.51 PH:# [Yff,,2- - Y5Y/Fax# PROPERTY OWNER: n Lorn •Itu CURRENT MAILING ADDRESS: —,Uff l a(le, CITY/STATE/ZIP: ky-4,o2 e a n e - o57 PHONE NUMBER: Z, V6 PROJECT VALUE: $mod, QZ FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED? (Check ones that apply)ELECTRIC PLUMBING ✓MECHANICAL L--' DESCRIPTION OF WORK TO BE DONE: 'r9 a del lvt rrrr1 crGt,1 %s�rti 1° USE OF BUILDING OR STRUCTURE: s �C✓l i t`� Ii�t i NAME OF BUSINESS: Total Square Footage under roof: ! Square Footage of alteration/addition:_ae6 ❑ I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department(required for new buildings, alterations and additions) ❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for 1&2 family dwellings) ❑ I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS,ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY,AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S).� PRINT NAME:/ �/p c:'l nGPI cc SIGNATUR} PHONE#: _ LOc!V -y I_ EMAIL: //" THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: --,ji3 Permit Valuation: $ S Sf Dt70.Ob Setbacks Approval to Issue - Occupancy Group: R,,3 Fire Sprinkler: YES '—NO — Front- — Electrical I-- Division: Building Depth: — Left: — Plumbing k-- Zoning: -7• -' Building Width: — Rear: — Mechanical I-- Occupanc Load: Right: Plan Review Approval: Date:4i •13 a)C Building Permit Fee: (p oZ Site Plan Approval: Date: Plan Review Fee: Fire De artment: Date: Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: 11 1 •1 V Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: �•'�S IT\/ P.O.BOX 95104,GRAPEVINE,TX 75099(817)410-3165 O:FORMSIDSPERMITAPPLICATIONS 1/02-R-11104,5/06,2/07,11109,4111 �/ 14 _. BUILDING --- RESIDENTIAL ALTERATION .U'PRAA `j IN,E. Issue Date:September 14,2018 1 F i PROJECT DESCRIPTION:Residential Remodel PROJECT# (817)410-3010 WWW.mygov.us SFRA-18-2804 Inspections Permits City of Grapevine LOCATION LEGAL P.O.Box 1241 Valley Vista Dr. Bellaire Addition Blk 7 Lot 8 TX Grapevine,,TX 76099 Grapevine,TX 76051 (817)410-3165 Voice (817)410-3012 Fax CONTRACTOR INFORMATION John Cornelius *CONSTRUCTION TYPE VB 1241 Valley Vista Dr. *OCCUPANCY GROUP R-3 Grapevine,TX 76051 *ZONING DISTRICT R-7.5 (682)408-4551 Phone **APPLICANT NAME John Cornelius OWNER **APPLICANT PHONE NUMBER 682-408-4551 John Cornelius APPROVED TO ISSUE ELECTRIC YES 1241 Valley Vista APPROVED TO ISSUE MECHANICAL YES Grapevine,TX 76051 APPROVED TO ISSUE PLUMBING YES AVAILABLE INSPECTIONS County Tarrant ► Building Framing(required) Fire Sprinkler System? N/A ► Building Energy Code(required) Square Footage 1500 ► Building Final(required) VALUATION 58000 Zoning R-20-Single Family FEES TOTAL=$624.75 Building Permit Fee $624.75 PAYMENTS TOTAL=$624.75 John Cornelius(Homeowner Applicant Information) Check on 0911412018 ($624.75) Note:CK#1961 NOTICES 1)ALL work must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2)A copy of the signed permit and approved plans must be on site at all times. 3)The project address must be clearly posted at the job site. READ AND SIGN I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City of Grapevine.I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY,AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR MYGOV.US City of Grapevine I BUILDING---RESIDENTIAL ALTERATION I SFRA-18-2804 I Printed 09/14/18 at 12:16 p.m. Page 1 of 3 OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). Y S' tre � Date MYGOV.US City of Grapevine I BUILDING--RESIDENTIAL ALTERATION I SFRA-18-2804 I Printed 09/14118 at 12:16 p.m. Page 2 of 3 ELECTRICAL PERMIT (VALUE) iGRA WINTjl' Issue Date:September25,2018 FrT >f.• s i x PROJECT DESCRIPTION:Upgrade service equipment,home remodel. PROJECT# (817)410-3010 www.mygov.us ELEC-18-3663 Inspections Permits City of Grapevine LOCATION LEGAL P.O.Box 95104 1241 Valley Vista Dr. Bellaire Addition Bilk 7 Lot 8 Grapevine,TX 76099 Grapevine,TX 76051 (817)410-3165 Voice (817)410-3012 Fax CONTRACTOR INFORMATION CLR Electric County Tarrant State ID#209114 Square Footage 900 2014 Stephenson Drive VALUATION 2500 Greenville,TX 75401 - —(469)394-6804 Phone -- Zoning R-20-Single Family FEES TOTAL=$57.00 OWNER Electrical Permit Fee{VALUE) $57.00 John Cornelius PAYMENTS TOTAL=$57.00 1241 Valley Vista Grapevine,TX 76051 CLR Electric(Chris Robertson) Cc on 09/25/2018 ($57.00) AVAILABLE INSPECTIONS NOTICES ► Electrical Ceiling(required) • Electrical Rough(required) ALL work must be done in compliance with the 2005 NATIONAL ELECTRIC Electrical Wall Rough(required) CODE. • Electrical Final(required) PLAN SUBMITTAL:WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES,OR AS DETERMINED BY THE BUILDING OFFICIAL,THREE (3)SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES,ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL,STATE,AND/OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS,AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. MYGOV.US City of Grapevine I ELECTRICAL PERMIT{VALUE}I ELEC-18-3663 I Printed 09/25/18 at 9:19 a.m. Page 1 of 3 PLUMBING PERMIT {VALUE) �q APEV NE Issue Date:October 11,2018 '-> } S ' x PROJECT DESCRIPTION:Plumbing For Remodel-Re-plumbing 3 Toilets,3 Lavatories,2 Tubs,1 Shower,1 Washing Machine,Kitchen Sink&Installing 1 Tankless Water Gas Heater a PROJECT# (817)410-3010 WWW.mygov.us PLBG-18-3872 Inspections Permits City of Grapevine _ P.O.Box 95104 LOCATION LEGAL Grapevine,TX 76099 1241 Valley Vista Dr. Bellaire Addition Bilk 7 Lot 8 (817)410-3165 Voice Grapevine,TX 76051 (817)410-3012 Fax CONTRACTOR INFORMATION Aggressive Plumbing County Tarrant State ID#M37275 Square Footage 1500 1220 West Hurst Blvd.#100 VALUATION 10000 Hurst,TX 76053 Zoning R-20-Single Family (817)426-1171 Phone (817)426-1190 Fax FEES TOTAL=$117.00 Plumbing Permit Fee(VALUE) $117.00 OWNER PAYMENTS TOTAL=$117.00 John Cornelius 1241 Valley Vista Aggressive Plumbing(Richard Schilb) Grapevine,TX 76051 Cc on 1 0/1 112 0 1 8 ($117.00) NOTICES AVAILABLE INSPECTIONS Plumbing Shower Pan(required) ALL work must be done in compliance with the 2006 INTERNATIONAL ► ► Plumbing Top Out(required) PLUMBING CODE. ► Plumbing Tub Seal(required) ► Plumbing Water Heater(required) PLAN SUBMITTAL:WHEN PLANS ARE REQUIRED BY CODES, ► Plumbing Final(required) ORDINANCES,OR AS DETERMINED BY THE BUILDING OFFICIAL,THREE (3)SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES,ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION.IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY 1! CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL,STATE,AND/OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS,AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST MYGOV.US City of Grapevine I PLUMBING PERMIT{VALUE)I PLBG-18-3872 I Printed 10/11/18 at 3:00 p.m. Page 1 of 3 MECHANICAL PERMIT (VALUE) CrH R r NE Issue Date:November 5,2018 t t & t s� PROJECT DESCRIPTION:INSTALLING NEW 4 TON 17 SEER HORIZONTAL GAS COMPLETE PROJECT# (817)410-3010 WWW.mygov.us M ECH-18-4193 Inspections Permits City of Grapevine - LOCATION LEGAL P.O.Box 1241 Valley Vista Dr. Bellaire Addition Blk 7 Lot 8 TX Grapevine,,TX 76099 Grapevine,TX 76051 (817)410-3165 Voice (817)410-3012 Fax CONTRACTOR INFORMATION Airwise Heat&AC Inc. Square Footage 1 State ID#TACLB8874C VALUATION 10900.00 1801 SE Parkway Azle,TX 76020 FEES TOTAL=$125.10 (817)444-0090 Phone (817)237-9523 Fax Mechanical Permit Fee(Value) $125.10 PAYMENTS TOTAL=$125.10 OWNER Airwise Heat&AC Inc. (Keith Hutsey) John Cornelius Cc on 1110512018 ($125.10) 1241 Valley Vista NOTICES Grapevine,TX 76051 ALL work must be done in compliance with the 2006 INTERNATIONAL MECHANICAL CODE. AVAILABLE INSPECTIONS ► Mechanical Duct(required) PLAN SUBMITTAL:WHEN PLANS ARE REQUIRED BY CODES, ► Mechanical Rough(required) ► MISC.Mechanical Inspection(required) ORDINANCES,OR AS DETERMINED BY THE BUILDING OFFICIAL,THREE ► Mechanical Final(required) (3)SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES,ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION.IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL,STATE,AND/OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS,AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. Signature Date MYGOV.US City of Grapevine I MECHANICAL PERMIT(VALUE)I MECH-18-4193 I Printed 11/05/18 at 3:57 p.m. Page 1 of 3 1241 Vailey Vista Story & Fact Sheet 1241 Valley Vista was built in 1956 according to tax records, which is when the Bellaire and _ related additions were developed new. Several of the original homeowners still live in their homes in the neighborhood. The house remained largely unchanged until 2004 including its hardwood (oak)floors, which remain in the original structure today. The current owner purchased the house in 2003 as his first home. In 2004, he built a 140 sq ft master bath for his bride onto the southeastern corner of the home. In 2005, a portion of the garage was converted to the current utility room (80 sq ft_) bringing the home to 1,320 sq ft. In 2010, after being away for 4 years, the family returned to the home, but revamped the kitchen, added support beams to the original home, and then added on a whopping 1,360 sq ft bringing the home to 5 bedrooms, 3 full bathrooms, and 2,700 sq ft. The kitchen is equipped with state of the art efficiency due to its small size, including a double oven with a gas stovetop with a microwave/convection oven with a vent hood to boot. The addition brought the home a central office area, a full size pantry, a master suite, a bedroom, and a loft multipurpose room great for library,family room, exercise, etc. Multiple closets were added to maximize storage including a metal ladder accessed attic in the master suite. Perhaps, one of the most enjoyable things in the addition is the screened in porch equipped with two state of the art speakers wired from the central media closet (upstairs) allowing one to enjoy outdoors with fans and safe from mosquitos. In 2012 the hallway bath was gutted, increased in size and remodeled to reflect a 1950s feel reminiscent of the home's era. This home offers downtown Grapevine living close to the airport and inside great school districts. The home is perfect for couples in the prime of their life who want to work from home or large families with its 5 bedrooms. 1241 Valley Vista Facts: Year Built: 1956&2004—2012 Square Footage: 2,704 (tax records show 2,624 due to Utility Room not requiring a permit when converting from garage—80 sq ft). Flooring: Original Oak Floors with tile in utility room and bathrooms; Addition is all Bamboo flooring. Sound System: Many rooms including Master Suite equipped with quality speakers and room by room volume control tied to the media closet and wall connections in the upstairs loft allowing homeowner to connect whole house to music played from the computer,TV, or any other device. Kitchen Appliances: Installed New in 2010 includes Reverse Osmosis Water tap in Kitchen. Insulation: Heavy Insulation in original home,Addition includes heavy insulation and radiant barrier. Home is very efficient. Solar Tubes: Three solar tubes are installed in the home (kitchen, pantry area, master closet)to bring natural light into the home. Air Conditioning Units: Original Home Unit installed in 2003;two additional units installed in 2010—dedicated unit for downstairs addition and small unit dedicated to upstairs. Landscape& Irrigation: Lawn has been organically managed by a third party organic lawn service company since 2010. Property includes an organic garden equipped with drip irrigation. Property has robust sprinkler system fully automated and includes a soaker hose buried 18 inches surrounding the house to keep foundation properly watered(this runs on its own zone). Playground: Playground is a Rainbow play system made from American Oak and purchased new in 2010. Fence: Board on Board 8' Cedar fence with both kick plate and cap along with steel structured gates. Manda Pancholy From: Manda Pancholy Sent: Friday,July 27, 2018 9:08 AM To: ' Subject: 18-2804 1241 Valley Vista Dr(Remodel) John Cornelias, Provide site plan, show two off street parking behind front building line/yard area. Label load bearing walls on demo plan. If removing any load bearing wall, provide roof support details. Provide engineered foundation detail for new column to support engineered beam. Provide engineered beam detail,type of beam, span and size of beam. Provide new wall construction detail,stud size, spacing, header size and span for new openings,type of wood in new construction. Label window size in bedroom 3 and 4. Provide Any structural work is required for relocation of A/C and W/C in attic area. Check permit application for energy compliance,certified energy inspector's inspection and energy compliance report is required before building final. Provide required information in two hard copies. Thanks Manda Pancholy Plans Examiner City of Grapevine 817-410-3160 i Manda Pancholy From: John Cornelius < Sent: Friday,August 17, 2018 7:54 PM To: Manda Pancholy Subject: Re: 18-2804 1241 Valley Vista Dr(Remodel) Manda, I dropped off the requested items and some changes as further examination was done by the architect and engineer. The water heater will be a tankless system installed in the new laundry room not in the attic. Currently the home has two HVAC units in the attic from a previous addition to the home by the previous owner and a third in a closet within the soon to be remodeled area. The three units will be re-designed to only two larger units eliminating the need for three units. Three units will be changed to two with the two new units being installed in the existing location within the attic above the existing master bedroom closet. All structural considerations for those new units were accomplished in the previous re-model and addition by the previous owner and no additional weight will be added to the roof. I hope we've answered all your questions and please let me know if I need to answer more. Please excuse typo I Sent this from my Yahoo Mail on my iPhone On Tuesday, August 7,2018, 8:02 AM, Manda Pancholy<mpancholy@grapevinetexas.gov>wrote: From: Manda Pancholy Sent: Friday, July 27, 2018 9:08 AM To: ' Subject: 18-2804 1241 Valley Vista Dr (Remodel) John Cornelias, Provide site plan, show two off street parking behind front building line/yard area. Label load bearing walls on demo plan. If removing any load bearing wall, provide roof support details. Provide engineered foundation detail for new column to support engineered beam. Provide engineered beam detail,type of beam, span and size of beam. Provide new wall construction detail, stud size, spacing, header size and span for new openings, type of wood in new construction. Label window size in bedroom 3 and 4. Provide Any structural work is required for relocation of A/C and W/C in attic area. Check permit application for energy 1 compliance, certified energy inspector's inspection and energy compliance report is required before building final. Provide required information in two hard copies. Thanks Manda Pancholy Plans Examiner City of Grapevine 817-410-3160 *** External email communication—Please use caution before clicking links and/or opening attachments *** 2 Manda Panchol�+ From: Manda Pancholy Sent: Tuesday, August 21, 2018 3:10 PM To: 'John Cornelius' Subject: RE: 18-2804 1241 Valley Vista Dr(Remodel) John Cornelius, Off.street parking of automobiles shall not be located on a required front yard or on-the street right of way.Site plan shows two off street parking on the street right of way,which is not allowed by Zoning Ordinance. Use of existing garage shall not be converted into pantry and storage room. Specify load bearing and non-load bearing wall on the demolition plan. New beam and column location on the floor plan does not match with engineered plan. Beam size, span and type shall be labeled on the engineered plan for beam between family room and kitchen. Provide new wall construction detail, stud size,spacing,type of wood. Check permit application for energy compliance, certified energy inspector's inspection and energy compliance report is required before building final. Provide required information in response to above comments in two hard copes minimum 11" x 17"size paper. Thanks Manda Pancholy Plans Examiner City of Grapevine 817-410-3160 From:John Cornelius [ Sent: Friday, August 17, 2018 7:54 PM To: Manda Pancholy< Subject: Re: 18-28041241 Valley Vista Dr(Remodel) Manda, I dropped off the requested items and some changes as further examination was done by the architect and engineer. The water heater will be a tankless system installed in the new laundry room not in the attic. Currently the home has two HVAC units in the attic from a previous addition to the home by the previous owner and a third in a closet within the soon to be remodeled area. The three units will be re-designed to only two larger units eliminating the need for three units. Three units will be changed to two with the two new units being installed in the existing location within the attic above the existing master bedroom closet. All structural considerations for those new units were accomplished in the previous re-model and addition by the previous owner and no additional weight will be added to the roof. I hope we've answered all your questions and please let me know if I need to answer more. Please excuse typo I Sent this from my Yahoo Mail on my Whone i On Tuesday, August 7, 2018, 8:02 AM,Manda Pancholy< wrote: From: Manda Pancholy Sent: Friday, July 27, 2018 9:08 AM To: 'ironlionj c@yahoo.com'< Subject: 18-2804 1241 Valley Vista Dr (Remodel) John Cornelias, Provide site plan, show two off street parking behind front building line/yard area. Label load bearing walls on demo plan. If removing any load bearing wall,provide roof support details. Provide engineered foundation detail for new column to support engineered beam. Provide engineered beam detail, type of beam, span and size of beam. Provide new wall construction detail, stud size, spacing,header size and span for new openings, type of wood in new construction. Label window size in bedroom 3 and 4. Provide Any structural work is required for relocation of A/C and W/C in attic area. Check permit application for energy compliance, certified energy inspector's inspection and energy compliance report is required before building final. Provide required information in two hard copies. Thanks Manda Pancholy Plans Examiner City of Grapevine 817-410-3160 2 Manda Pancholy From: Manda Pancholy Sent: Tuesday,August 28, 2018 2:39 PM To: 'John Cornelius' Cc: Don Dixson; Ron Stombaugh; Susan Batte Subject: 18-2804 1241 Valley Vista Dr(Remodel) John Cornelias, Existing house located at 1241 Valley Vista Drive is non-conforming to Zoning Ordinance Section 56 for off street parking space requirements. Garage conversion into pantry and storage room reduces existing off street parking space and increases non-conformity of existing structure. Hence the permit plans shall be revised to keep existing garage as it is and remodel rest of area as shown on the permit plan submitted to the Building Inspection Department. Provide drawings showing no change in the garage. 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C1 N z _ Site Plan ' = a °C ' C6 z Z � 0'° r ? a. � z -� Site .. r a �' CRY OF GRAPENMW RELEASED FOR CONSTRUCTION SHEET: --_ OF: $'t Vfl 1,�j flLL S Ir'!A Lt. t;.,oMPL[ �.J 1'11-1 2�2�- •2cab6 RELEASE" DOES NOT AUTHORIZE ANY WORK IN 'TV% Ism CONFLICi'W,TH ;:E BUILDING CODE OR ZONING ORDINANCE CITY A f'ILANS TO BE KEPT ON �F:-- JO 31TE AT ALL TIMES ®Copyright 2G,9 DATE: __ "if - 20 By- • Budtanenoeggn8tudb BUILDING INS CTION DIVISION: RELE�.5 DOES NO T APPLY TO CONSTRUCTION IN This plan is the nan EASEMENTS OR PUBLIC RIGHT-OF-WAY. __- property studio. All ALL CHANGES MUST BE APPROVE, ___ Destsarems �I rights are re�rved by the Designer and any use other than --- authorized Is strictly prohibited. Any reproduction Is strictly prohibited.This plan Is to be used for tM lot and subdivision �• 7�' Indicated onn this plan only. Use an any other r site Is prohibited. — '� Zslcsx MILK BEDROOM S - ' c°" ""a°"` g� BEDROOM Dr I 1 FAN& �a qD I �� - L=J1-� ,-! _ �� + ao 1-==--U i 7b�2' BA QJ M.CLOSET 11 ♦`- `♦ ��. M.CLOSET i a'�' Q� L Ln I ji LAUNDRY * WIC ♦ roVENTFMloa+ �� sas r I LAUNDRY 1 1 �' ❑ �f-. �—_-.®� Il !_ ® - sre-wa i _-♦yTI " F sra-7ic4' a5all,H 3 °: r� - ---�_ - BATH 4 „ --- 0•��., xa� t� O1�lxi­m GFl TOE TFAN � u'� OPEHNAPERP�wFr ref' s-r � KRO m a�• saa �� � �I F. PANTRY r /.t KrrCHEN r CLOSET BEDROOM 4 PANTRY/CRAFl ` -0' ra• � KITCHEN o a � BATH 2' Fur& � WrI(Sea sLn,No sou m C) i BEDROOM 3 ' � > r BATH 9'aa .� I�— l _ CL I �#N/ Ipol��► J � � � 0� wsaatT�� lasimef s� § i a s � O d' �. NJ N u .' W_r ate• C) e— (3 . 1= `FAMILY ROOM N -e__'`. s#— _ 7—tY let. ?�$• Revision 8.13.18 + t ONIr I DINING o i taaa is r u�• a�1R u<• o BEDROOM 3 �_ FAMILY ROOM R 8.30.18 ` F - DINING `� r-----------I sa¢ sea 9.5.18 ,0 1 F�uu& I I 1 I \ �SL7 tear I I a`u• l BEDROOM 2 - - I i roarasacls 7040 HA SLIDM I sea \ - I I ra•w, r1V HA ''17�rfrrrrrrrrr7rr+rrrrJTll�lr��iflfrl�J/�/t/rrfrrff�u�i:JfJ!////J!//ff 1 t -----, -- -•PO SC3ie I I sspHon a a -RCH ,7 s 11X17 SHEET:Ya"=1'-0" 24X36 SHEET:Y"=T-0" FIRST FLOOR JLEC-t9_1CAL w012ti SMALL Cor PL-f w`'IW A""E 7.12.18 'l. �^� 1GIAL dU'>E;-��S 'To MEL"� tV�px1MV►� VISED INTERIOR REMODEUNO ELECTRICAL PLAN AaD t FIRST FLOOR PLAN FOOTAGE WAS ADDED First Floor SGUE;''1'-0' .S�QflS {�'iEl� •�15"t +KE AS PEfZ. NEG 20V45'" sme-V_Tv — — Electrical Plan P •�V G W P) 04!F C:1 V V 1 LE 1S A Ca Al ILJ�TI L:.� L o Gia't o s l,S• ■ ■ CRY OF GRAPEVINE N DC-"0Lt1IoA IS iRE4?V1f2C1) . Gor4SVL'7 RELEASED FOR CONSTRUCTION IrtS$Ec-t02 13er-oize 2at'U'yIu4 A)V41 LOAD aeftal SHEET: OF: - RELEASE DOES NOT AUTHORIZE ANY WORK DG$2%s S hAhli-L- 86 RiC Vlov ESA 1r~R.04 'AMC yor3 SI►TIE. CONFLICT NINTH THEBUILDING CODE OR ZONING O dANCE. � _ C!S rl flV�rt 1�VS't Coint't>fZo L . CITY APP's- ED P _ANS Tr BIw. V;'7pjGN :jt3 St : E AT A;..1,. PROVIDE OiJ 'C1•tE Jb13 SI'ta ®eopyrlgntxota I — a -C a Buchanan Deep Buda s DATE: �t• • �01 S� SY: I,r�� UILDING INSPECTION DIV!SIO __ This plan ants the: RELE: _E DOr.S NOT APPLY TO CONSTr, L 'C]N IN ---_ properyofBuc -- nan SEMENTS OR PUBLIC RIGHT-OF AY. --- Design studio.Ali ——— rights are reserved by ALL HANGES MUST BE AP ROVED =_= the Designer and any M.BEDROOM ——— SCREEN PORCH ——— ����e then prohibited. Any 7 reproduction is strictly prohibited. This plan Is to be used for the lot RMAtE REIOGTE and subdivision wwpw WINDOW indicated an this plan n only.Use on any other — site IS prohibited. ♦ 2W 0 21V ® I PLANNING BEDROOM ® I L24 r=----1 I DIM DIN Lc__J111 J otSR "V1QM=R0W1 JM.BATH WIC f (D s: In gA�{ I STORAGE j 2.7 suMEw N �sr Cc (D 4) LAUNDRY KITCHEN F . ® m tlE]lOENtIRERRCNBt r .0 t CN3 NEM 9 DINING \� t - r, BEDROOM ^ •C > G. ry: •_ _ �:.. LNDJ — ♦ ♦� r.. ®r\ LIycJ OWNERTORO rATE L d cc aDSTt 0 N 0 I I FMMTE Revision FAMILY ROOM \�° 8.13.18 GARAGE 8.30.18 BEDROOM 1-----------i I CIDW -----------T ♦ 9.5.18 t I I BEDROOM I I I I ea. 1 i CLW I j j ra'1 T-w V4r r• r-w I i I I I ♦ - 4 ST Ira Scale: I i PORCH I I 11 X17 SHEET:)s•=1'-0" 0 0 0 0 24X36 SHEET:Y4"=1W TOBEREM M 7.12.18 EXISTING DEMO INTERIOR REMODEUNO FIRST FLOOR PLAN FIRST FLOOR PLAN FOOTAGE WAS ADDED Existing&Demo SCAU:3y-T-W - SCALE'S•-1'-0' Floor Plan A-1A. 1241 VALLEY VISTA Ez z S180807 PR03ECT INFORMATION CLIENT JOHN CORNEWS 1241 VALLEY VISTA GRAPEVINE,TX 76051 P:682.40E-4551 Q z PROJECT ADDRESS Y VIST—A Z o CITY OF GRAPEVINE GR1z41VALLEX76051 APEVINE,TX 76051 � LLJ RELEASED FOR CONSTRUCTION DESIGNER 0 BUCHANAN DESIGN STUDIO W = P:817-674.7020 SHEET: _ OF: CONTACT: SCOTTSUCHANAN O 0 1. REI..EASE s'fcws NOT AUTHORIZE ANY WORK °:N STRUCTURAL ENGINEER CONFLICT WITH 'ZS fit rlldr3 CODE OR ZONING ORDINANCE. L120 ENGINEERING&DESIGN 9607 LAKEMONT DR DALLAS,TX 7S220 i P.214-625.2819 CITY } ` j" ?..PL AN � TO Q_E KEPT ON CONTACT: ALIAKSEIPATSEVICH,PE tl.. -l.E A"" ALL TIMES DATE: _5J?,' 15C Bv:.1 A-0 REVISIONS 81,JILDING INSPECTION DIVISION: TION 0 o�cRIPTIDN1 DAM EIr RELEF SE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC MIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED CODES PROJECT NAME ENGINEERED PER: 1241 VALLEY VISTA °ZOO& 2& jIRC)INTERNATIONAL RESIDENTIAL CODE REMODEL 2 M J 200(IBC)INTERNATIONAL BUILDING CODE !�f/VQ PROJECT NUMBER S180807 DRAWN BY-AP SHEET INDEX CHE CQD BY-MRT COVER SHEET...S-0 STRUCTURAL GENERAL NOTES...S-1 ����,09/06/2018 FIRST FLOOR FRAMING AND FOUNDATION PLAN...S-Z FIRST FLOOR CEILING FRAMING PLAN...S-3 SCALE 24X36 SHEET:1/41=11-011 I I O tY � W 8 GENERAL STRUCTURAL NOTES DESIGN CRITERIA REINFORCING STEEL BRICK VENEER ANCHORAGE 10BSITE SAFETY: MAN P THU J CODE: 20151BC/IRC B AMENDMENTS AS ADOPTED BY THE REVIEWING AGENCY/COUNTY. 1. REFERENCE STANDARDS:ACI"DETAILING MANUAL"(SP•66);CRSI MANUAL OF STANDARD PRACTICE 1. D/A 2135 SEISMIC VENEER ANCHORS BY DUR•0•WAL OR APPROVED EQUAL AT WOOD STUD WALL 1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN } ROOF:......................................2DPSF LIVE (MSP-1) 2. D/A 5213 SEISMIC VENEER ANCHORS BY DUR0WAL OR APPROVED EQUAL AT CONCRETE WALL AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR FLOORS 2. MATERIALS: 3. PLACE ANCHORS AT 16'O.0 VERTICAL AND 16'HORIZONTAL PROVIDE#9 GA HORIZONTAL JOINT TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM RESIDENTIAL....................40 PSF REINFORCING STEEL;ASTM A615,GRADE 60 REINFORCING WIRE.ATTACH TO WOOD STUDS WITH#8 CORROSION RESISTANT SCREWS AND TO HIS WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL BALCONY/DECK...............60 PSF 3. SPLICES: CONCRETE WITH 1/4.0 EXPANSION ANCHORS. NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR BASIC WIND SPEED..................115 MPH,EXPOSURE B LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS,UNLESS OTHERWISE NOTED. PROVIDE 4. AT ALL OPENINGS LARGER THAN 16"IN EITHER DIRECTION,ANCHORS TO BE SPACED WITHIN 12'OF THE PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, GENERAL CONDITIONS CORNER BARS FOR ALL HORIZONTAL REINFORCEMENT. OPENING AT ALL SIDES SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL 4. COVER: S. USE TYPE N MORTAR COMPLYING WITH ASTM C270 PERSON. ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. FOOTINGS...........3 INCHES 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE SLABS...................2 INCHES GLU•LAMINATEDTIMBER ABBREVIATIONS STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY 5. FORMED SURFACES: 1. GLU-LAMINATED WOOD BEAMS,DOUGLAS FIR COAST REGION,KILN DRIED,ARC SPECIFICATION 24F-V4 DISCREPANCIES. WEATHER FACE...1.1/2 INCHES,#5 BARS AND SMALLER 2 INCHES,#6 BARS AND LARGER FOR SIMPLE SPANS(TYPICAL),AND 24F•V8 FOR CANTILEVER-SPANS(WHERE SPECIFIED).PROVIDE AITC AB ANCHOR BOLT GALV GALVANIZED 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL INTERIOR FACE...3/4INCH FOR SLABS AND WALLS 1.1/2INCHES FOR BEAMS AND COLUMNS STAMP ON TIMBER AND SUBMIT CERTIFICATE TO ARCHITECT AND ENGINEER MATERIALS MUST BE ABV ABOVE GLB GWLAM BEAM BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE OBTAINED FROM AN ARC APPROVED FABRICATOR.ALL GLU•LAM BEAMS SHALL FIT SNUG AND TIGHT IN AFF ABOVE FINISH FLOOR GR GRADE PROCEEDING WITH ANY WORK SO INVOLVED. STRUCTURAL AND MISC.STEEL THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. NO SUBSTITUTION OF OTHER ALT ALTERNATE GYP GYPSUM WALL BOARD Q 12 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE SPECIES.GLU•LAM ADHESIVE TO BE'WET-USE'TYPE PROVIDE 2000 FT RADIUS CAMBER,U.N.O. ALUM ALUMINUM HOG HOT-DIPPED GALVANIZED PRECEDENCE OVER THE'GENERAL NOTES"AND/OR"STANDARD DETAILS'. LATEST EDITION OF THE AISC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES'. 2. MANUFACTURER'S CERTIFICATE SHALL BE PRESENTED TO THE BUILDING INSPECTOR PRIOR TO APPROX APPROXIMATE HDR HEADER LD Z a 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL BE THE 2. MATERIALS: INSTALLATION. AYC ALASKAN YELLOW CEDAR HF HEM FIR r Lu SAME AS FOR SIMILAR WORK. BOLTS•ASTM A307,UNLESS OTHERWISE NOTED BB BOX BEAM HGT HEIGHT i OF BOTTOM FLUSH HT HEIGHT 6. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS,OR DETAILS ON THESE WF BEAMS•ASTM A572.50(Fy=50,000 PSI) WOOD SHEATHING w LU DRAWINGS. HSS ROUND COLUMNS-ASTM A500 Gr.B(Fy=42,000 PSI) 1. ROOF SHEATHING:7/16'MINIMUM THICKNESS APA RATED PRP•108 PERFORMANCE STANDARD,EDGE ElmBUILDING IN INCH Z z z 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY HSS RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fy=46,000 PSI) SEALED PANELS DESIGNED TO SPAN 24 INCHES EITHER PARALLEL OR PERPENDICULAR TO LONG AXIS OF BLKG BLOCKING IT JOINT O O CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE ALL OTHER STEEL-ASTM A36(Fy=36,000 P51) PANEL WITH 35 PSF LIVE LOAD.LAY UP WITH MINIMUM 1/8"CLEAR BETWEEN PANELS TO ALLOW FOR BM BEAM MAX MAXIMUM DISTRESS TO THE STRUCTURE EXPANSION.NAIL 6 INCHES ON CENTER ALONG EDGES,AND 12 INCHES ON CENTER AT INTERMEDIATE BOT BOTTOM MIN MINIMUM J BP BOTTOM PLATE NO MISCELARING S 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE STRUCTURAL STEEL WELDING SUPPORTS.USE SOD COMMON NAILS,U.N.O.PROVIDE EXP•1 RATING BRG BEARING NO NON-BEARING FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE 1. CONFORM TO THE AWS CODES CIA AND D1.3.,AND USE ONLY CERTIFIED WELDERS. WELDS NOT 2. FLOOR SHEATHING:3/4"NOMINAL APA RATED PANELS,PRP•108 PERFORMANCE STANDARD,NAILED AND BTWN BETWEEN NO NUMBER ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. SPECIFIED ARE TO BE 1/4'CONTINUOUS FILLET MINIMUM.USE DRY E7D ELECTRODES. GLUED.CONFORM TO IBC IDENTIFICATION INDEX 40/20 FOR SUPPORTS TO 20 INCHES ON CENTER. BSMT BASEMENT OC ON CENTER 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE ADHESIVES ARE TO CONFORM TO APA SPECIFICATION AFG•01.PROVIDE TBG EDGES AT LONG PANEL B/W BOTTOM OF WALL PL PLATE INTERNATIONAL BUILDING CODE,AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER DIMENSIONAL LUMBER EDGES.LAY UP WITH MINIMUM 1/8'CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION.NAIL 61NCHES CANT CANTILEVER ANY PORTION OF THE WORK. 1. MEET REQUIREMENTS OF PS 20.70 AND NATIONAL GRADING RULES FOR SOFTWOOD DIMENSIONAL ON CENTER AT END SUPPORTS AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS USE IOD C] CONTROLJOINT PSF POUNDS PER SQUARE FOOT 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. LUMBER BEAR STAMP OF WWPA. COMMON NAILS.PROVIDE EXP-1 RATING CLG. CEILING PSI POUNDS PER SQUARE INCH WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE STRINGENT REQUIREMENT 2. MINIMUM DIMENSIONAL LUMBER GRADES TO BE: 3. WOOD SHEARWALL SHEATHING:PLYWOOD OR OSB APA RATED PRP-SOB PERFORMANCE STANDARD PER CU CEILING]GIST PT PRESSURE TREATED SHALL APPLY. WALL STUDS: 2x,HF STUD GRADE,3x HF#2 IBC STD 23.2 OR 23.3 TYPE C-C OR C-D.USE EXTERIOR ADHESIVES.USE 8d COMMON NAILS.PROVIDE CLR CLEAR RAF RAFTER 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES WALL PLATES: 2x HF STANDARD GRADE EXP61 RATING.ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS.HORIZONTAL CMU CONCRETE MASONRY UNIT REF REFERENCE REVISIONS OR THE STRUCTURAL DRAWINGS COL COLUMN REINF REINFORCEMENT 2x,3x PRESSURE TREATED HF STANDARD GRADE AT FOUNDATION JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING.REFER TO SHEAR WALL p DESCRIPTION DATE 8Y 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. JOISTS 2x6 HF/SYP#2 SCHEDULE FOR PANEL THICKNESS. CONC CONCRETE REQD REQUIRED __. 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED 2X8 AND UP HF/SYP#2 4. NAILING SPECIFICATIONS:CONFORM TO IBC SECTION 2304,10"CONNECTIONS AND FASTENERS.'UNO CONN CONNECTION REQS REQUIREMENTS IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. BEAMS,HEADERS:6x HF/SYP#2;4x HF/SYP#2,WWPA GRADING ON PLANS,NAILING PER TABLE 2304.10.1,AND FOR ROOF/FLOOR DIAPHRAGMS AND SHEARWALLS COAST CON CONT CONTINUOUS SF SQUARE FOOT SHTG SHEATHING 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS POSTS; 4x,6x,HF/DF#2 SHALL BE PER DRAWINGS.NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF CTR CE NTER Sim SIMILAR GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE LUMBER NOT NOTED TO BE HF#2. SHEATHING ALTERNATE NAILS MAY BE USED BUT ARE SUBJECT TO REVIEW AND APPROVAL BY THE DET DETAIL SPF SPRUCE PINE FIR 'INTERNATIONAL BUILDING CODE'(IBC),AND STANDARDS REFERENCED THEREIN. 3. PROVIDE STANDARD CUT WASHERS FOR NUNS BEARING AGAINST WOOD,AND 1/4"0"HOT-DIPPED STRUCTURAL ENGINEER, SUBSTITUTION OF STAPLES FOR THE NAILING OF RATED SHEATHING IS OF DOUGLAS FIR(SOUTH) STD STANDARD GALVANIZED SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. DFL DOUGLAS FIR LARCH SYP SOUTHERN YELLOW PINE FOUNDATION 4. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY,WHICH IS IN CONTACT WITH OR RESTING DIM DIMENSION T/ TOP OF 1. FOUNDATION DESIGN PARAMETERS ASSUMED PER IRCABC VALUES: ON FOUNDATIONS,SHALL BE PRESSURE TREATED HEM FIR OR BETTER.ALL BEARING WALL PLATES SHOP DRAWINGS AND SUBMITTALS DJ DOUBLE JOIST T/6M TOP OF BEAM FOOTING BEARING PRESSURE:1500 PSF SHALL HAVE 5/8"0 ANCHOR BOLTS PLACED A MAXIMUM 9"FROM THE END OF A PLATE AND SPACED AT 1. SUBMIT 2 SETS OF PRINTS AND 1 SET OF REPRODUCIBLES FOR REVIEW FOR: DIA DIAMETER PROJECT NAME LATERAL EARTH PRESSURE: INTERVALS SHOWN ON THE SHEARWALL SCHEDULE(MAXIMUM 44'O.C.SPACING). A) REINFORCING STEEL C)GLU-LAMINATED BEAMS ON DOWN T/CONC TOP OF CONCRETE 1241 VALLEY VISTA ACTIVE: 30 PCF FREE 40 PCF(RESTRAINED) T/PL TOP OF PLATE ( ) ( 5. CAST-IN-PLACE ANCHOR BOLTS SHALL HAVE A MINIMUM 7°EMBEDMENT.ALTERNATE 5/B"0 EXPANSION B) MISCELLANEOUS STEEL D)PRE-MANUFACTURED WOOD TRUSSES DS DOWN SPOUT T/SLAB TOP OF SLAB REMODEL PASSIVE: 350 PCF ANCHORS SHALL BE HILTI KWIK BOLT 11 ANCHORS EMBED 7,OR APPROVED ALTERNATE 2. SUBMIT 3 COPIES FOR REVIEW PRIOR TO FABRICATION FOR: EA EACH COEFFICIENT OF BASE FRICTION:0.35 6. BOLTS IN WOOD BEAMS SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 DIAMETERS FROM A) CONCRETE DESIGN MIX EF EACH FACE T/ST TOP OF STEEL 2. SUBGRADE PREPARATION,DRAINAGE PROVISIONS,AND OTHER RELEVANT SOIL CONSIDERATIONS ARE THE EDGE OF THE MEMBER 8) CONCRETE INSERTS El EXPANSION JOINT T/W TOP OF WALL TO BE IN ACCORDANCE WITH THE JURISDICTIONAL REQUIREMENTS. 7. NAILS:NAILING IN ACCORDANCE WITH IBC TABLE 2304.10.1.16D NAILS MAY BE 16D SINKERS(0.148 x C) EPDXY ADHESIVES ELEV ELEVATION TF TOP FLUSH PROJECT NUMBER 3. ALL FOUNDATIONS ARE TO BEAR ON COMPETENT NATIVE SOILS OR STRUCTURAL FILL STRUCTURAL FILL 3-1/4')UNLESS NOTED OTHERWISE. EN EDGE NAILING(PANEL) TJ TRIPLE JOIST S180807 IS TO BE COMPACTED TO 95%DENSITY PER ASTM D•1557. 8. PRESURE TREATED WOOD:ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED GALVANIZED PER ASTM INSPECTIONS FOR ENGINEER OF RECORD TP TOP PLATE A153 OR STAINLESS STEEL ALL METAL CONNECTORS IN CONTACT WITH PI WOOD SHALL BE HOT DIPPED 1. REFERENCE STANDARDS:IBC 110. EQ EQUAL TYP TYPICAL DRAWN BY•AP CONCRETE ES GALVANIZED AND MEET ASTM A653 CLASS G185(1.85 oz OF ZINC PER SQ FT MINIMUM)OR TYPE 304/ INSPECTIONS ARE TO BE PERFORMED BY THE BUILDING OFFICIAL INSPECTIONS REQUIRED EACH SIDE LINO UNLESS NOTED OTHERWISE E 1. REFERENCE STANDARDS:ACI.301,ACI.316,IBC 316 STAINLESS STEEL SIMPSON Z•MAX CONNECTORS MEET THIS REQUIREMENT. FASTENERS AND ARE AS FOLLOWS: W EACH WAY UPA UNDER POST ABOVE MINIMUM CONCRETE STRENGTH(28 DAYS): FB FLUSH BEAM UWA CONNECTORS USED TOGETHER SHALL BE OF THE SAME TYPE(E.G.HOT DIPPED NAILS WITH HOT DIPPED 2. SOIL: VERIFY SUBGRADE IS DRY DENSE AND DOES NOT HAVE STANDING WATER PRIOR FIN FINISH ISH UNDER WALL ABOVE CHECKED BY MITT FOOTINGS AND STEM WALLS......3,000 PSI.5 SACK MIX HANGERS) TO FL FLOOR CR(V.C&) VERTICAL CRUSH BLOCKING BASEMENT FOUNDATION RETAINING WALLS......3,000 PSI.5 SACK MIX POURING FOOTINGS. FLUHG FLASHINGV WF VERIFY IN FIELD VERTICAL SHEET DATE•09/06/2018 SLAB•ON-GRADE............2,500 PSI.5 SACK MIX MANUFACTURED TIMBER 3. CONCRETE: INSPECTIONS REQUIRED ONLY FOR DESIGN MIXES SPECIFIED GREATER THAN FND FOUNDATION SCALE SLAB•ON-GRADE...........,EXPOSED WEATHERING SURFACES.........3,000 PSI PRODUCT APPLICATION WIDTHS 2500 PSI. W/ WITHFP FIREPLACE WC WESTERN CEDAR 2036 SHEET:1/4'-1'-0" AIR-ENTRAINMENT 2.5%TO 5.5%FOR EXPOSED CONCRETE. LSL RIMBOARD(1.3E) RIMBOARD OR STAIR STRINGER 1 Vr' TAKE CONCRETE CYLINDERS AS REQUIRED.VERIFY SLUMP AND STRENGTH. Fr FOOT 2. MIXING:COMPLY WITH ACI.301.DO NOT EXCEED THE AMOUNT OF WATER SPECIFIED IN THE APPROVED TIMBERSTRAND LSL(1.3E) HEADER,BEAM,OR COLUMN<9"DEPTH 3'h" 4. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. FIG FOOTING WP WATERPROOF MIX.PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE TIMBERSTRAND LSL(I.SSE) RIMBOARD,HEADER,OR<9"DEPTH BEAM 134",3 W" CHECK FOR REQUIRED COVER,SIZE AND GRADE GA GAUGE WWF WELDED WIRE FABRIC MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER TIMBERSTRAND LSL(1.3E) WALL STUD 2X4&2X61 W. 5. WOOD: DIAPHRAGM NAILING,BLOCKING AND HOLD-DOWN CONNECTIONS 3. PLACING:COMPLY WITH ACI-30L PROVIDE A 3/4 INCH CHAMFER ALL EXPOSED CONCRETE EDGES, (LSE) WALL STUD>2X6 I Yi" CITY OF GRAPEVINE UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. MICROU AM LVL(1.9E) HEADER,BEAM I Y4" ALTERNATES: L • �Ep MR CONSTRUCTION 4. SLUMP:4'PLUS OR MINUS ONE INCH.DO NOT ADD WATER TO MIX TO INCREASE SLUMP,GREATER PARALLAM PSL(2.OE) HEADER,BEAM 3 Vi",5%',7" 1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER MAY REQUEST SLUMP, ACCELERATED SET, OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVED PARALLAM PSL(LBE) COLUMN 31h',5 Vi',7' PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL ADMIXTURES. COST TO OWNER. N S. CURING:COMPLY WITH ACI.301.KEEP CONCRETE MOIST FOR SEVEN DAYS MINIMUM ' WOOD STRUCTURAL CONNECTIONS 6. JOINTING:PROVIDE ADEQUATE JOINTING TO MINIMIZE EFFECTS OF VOLUME CHANGE.]DINTS SHOWN 1. ALL FRAMING ANCHORS,POST CAPS,BASES,HANGERS,STRAPS,ETC,SHALL BE AS MANUFACTURED BY SETTLEMENT SHRINKAGE: •E DOES NOT AUTHORIZE ANY WORK IN z MAY BE ADJUSTED AT CONTRACTOR'S OPTION,WITH PRIOR APPROVAL FROM ENGINEER. SIMPSON STRONG-TIE COMPANY OR ENGINEER APPROVED EQUAL 1. DUE TO CROSS GRAIN WOOD SHRINKAGE,THIS BUILDING IS EXPECTED TO SETTLE APPROXIMATELY 3/0 7. WEATHER EXTREMES: COMPLY WITH ACI INCH FOR HOT WEATHER.COMPLY WITH ACI 306R FOR COLD INCH PER STORY.ALL PLUMBING AND MECHANICAL DUCTS SHALL BE DESIGNED WITH FLEXIBLE JOINTS WITH THE BUI, I DING CODE OR ZONING ORDMIANM WEATHER. OR OTHERS MEANS TO APPROPRIATELY ACCOMMODATE THIS NORMAL SETTLEMENT.ALL INTERIOR AND B. WATER/CEMENT RATIO SHALL NOT EXCEED 0.50(BY WEIGHT),TYPICAL EXTERIOR SHEATHING AND FINISHES SHALL BE INSTALLED SUCH THAT NO DAMAGE WILL OCCUR. pppROVEL " " N S TO 8 E KEPT O N SHRINKAGE IS EXPECTED IN THE DEPTH OF THE FLOOR PLATES AND NOT IN THE LENGTH OF THE WALL CM STUDS THE JOB SITE AT ALL TIMES J DATE: q• 1 By: BUILDING INSPECTION DIVISION: ui z MEASE DOES NOT APPLY TO CONSTRUCTION INuj EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALLCHANTES L411,RT RF APPPnVPn FLOOR FRAMING NOTES 1. GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER N�R TH JELL SHEET S-1. lY2 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH. 3. FLOOR SHEATHING PER GENERAL NOTES.ALL SHEATHING TO BE GLUED AND NAILED TO FRAMING PER MANUFACTURER RECOMMENDATIONS. USE 8d COMMON NAILS (0.131" X 2 1/2') @ 6" O.C. AT PANEL EDGES AND AT ALL FRAMING DESIGNATED'WITH EDGE NAILING"OR'W/EN',AND 12'O.C. IN THE FIELD,UNO.PANEL EDGE JOINTS TO BE STAGGERED BETWEEN ADJACENT PANELS OF SHEATHING.PROVIDE GAP BETWEEN PANELS TO ALLOW FOR NATURAL EXPANSION/CONTRACTION(1/8"GAP TYP). S. LOCATE ALL OPENINGS AND PENETRATIONS AND VERIFY NO CONFLICT WITH FLOOR FRAMING.MECHANICAL,ELECTRICAL, AND PLUMBING DRAWINGS BY OTHERS. 6. ALL WOOD LOCATED WITHIN 8" OF FINISHED GRADE, EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.ALL FASTENERS IN CONTACT w WITH FIRE-RETARDANT OR PRESSURE-TREATED WOOD SHALL 0 BE COVERED IN PROTECTIVE COATING(LE.HOG OR SIM). 6. ALL BEAMS SHALL BE SUPPORTED BY MIN TWO STUDS BELOW EACH END,UNLESS NOTED OTHERWISE ON PLAN.ALL BEAMS (Z SHALL BE FRAMED FLUSH WITH JOISTS UNO. "DROPPED i BEAM"OR"DB'INDICATES T/BEAM EQUAL B/JOISTS. 'TOP FLUSH' OR"TF"INDICATES T/BEAM EQUAL T/JOISTS AND Z w LU B/BEAM EXTENDING BELOW B/JOISTS."BOTTOM FLUSH'OR Z 9 "BF" INDICATES B/BEAM EQUAL 8/301STS AND T/BEAM O O di ABOVE T/JOISTS 7. ALL NON-BEARING WALLS TO BE FRAMED MIN 0.25'UNDER _J FLOOR SYSTEM. 8. STUD QUANTITIES,POST SIZE,HOLDOWN,AND SHEARWALL REQUIREMENTS PER WALL FRAMING AND SHEARWALL PLAN BELOW. 9. ALL POSTS ABOVE THE FLOOR FRAMING SHALL BE BLOCKED WITHIN THE FLOOR DEPTH ("VERTICAL GRAIN BLKG•, `VERTICAL CRUSH BLKG", OR "VCB'). BLOCKING WIDTH SHALL MATCH WIDTH OF POST OR BUNDLED STUDS ABOVE AND EXTEND FULL FLOOR DEPTH, 10. HORIZONTAL STRAPS INDICATED ON FRAMING PLANS SHALL EXISTING STRUCTURAL SLAB FOUNDATION UNCHANGED BE CENTERED OVER THE TOP PLATE,BEAM,OR BLACKING. STRAP LENGTH PER PLAN. - 11. ALL TIES AND HANGERS TO BE MANUFACTURED BY SIMPSON REVISIONS STRONG-TIE, INSTALLATION PER MANUFACTURER'S p DESCRIPTION.DATE IBY RECOMMENDATIONS. ALTERNATIVE SOLUTIONS SHALL BE — SUBMITTED TO FOR FOR APPROVAL PRIOR TO INSTALLATION. REFER TO TYPICAL HANGER SCHEDULE FOR HANGER SIZE UNO ON PLAN OR DETAILS. 12. FIRE-PROOFING AND MOISTURE-PROOFING REQUIREMENTS BY OTHERS. FRAMING LEGEND EXISTING PIER AND BEAM FOUNDATION AND BLOCKED FLOOR DIAPHRAGM FIRST FLOOR FRAMING UNCHANGED STEEL BEAM(EXAMPLE) PROJECT NAME EXLS7ING CONCRETE PIER GT -GIRDER TRUSS 1241 VALLEY VISTA AND BEAR FOUNDATION, FLOOR BEAM REMODEL `�1-eOSTING PIERS,UNCHANGED © •LOW ROOF 31/0'X 9"GLB(FH•5)-BEAM/HEADER CALL OUT(EXAMPLE) PROJECT NUMBER ALIGN STUDS AND END of BEAM OVER EXISTING PIER REFERENCE TO BEAM OR TRUSS LOOO PROVIDE FULL HEW FLOOR BNG MATCHING OR CALCULATION IN CALCULATION PACKAGE S180807 EXCEEDING WIDTH OF STUDS ABOVE BEAM OR TRUSS MEMBER r"; DRAWN BY-AP ` ALIGN STUDS AND END OF BEAM OVER EXISTING PIER,PROVIDE FULL HEIGHT POOR SLOWNG CHECKED BY-MRT MATCHING OR EXCEEDING WIDTH OF STUDS ABOVE SHEET DATE-09/06/2018 CRY OF GRAPEVINE SCALE RELEASED FOR CONSTRUCTION 24X365HEET;1/4"=1'•0" SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE Bl!"_L)NG CODE OR ZONING ORDINANCE. CITY APPRO` F_ ^:CIS TO BE_KEPT ON THE JOB b:-;E AT ALL TIMES _ FIRST FLOOR FRAMING/FOUNDATION PLAN_ z g DATE: 5' 13 nl� J - '2- BY: j-Lp z BUILDING INSPECTION DIVISION: o LL RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-,OF-WAY. 00 ALL CHANGES MUST BE APPROVED a o " � Z N a FLOOR FRAMING NOTES �u MAN R HUU--FJELL 1. GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER 2 SHEET S•1. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH. 3. FLOOR SHEATHING PER GENERAL NOTES.ALL SHEATHING TO BE GLUED AND NAILED TO FRAMING PER MANUFACTURER RECOMMENDATIONS. USE 8d COMMON NAILS (0.131'X 2 1/2') 0 6. O.C.AT PANEL EDGES AND AT ALL FRAMING ❑ ❑ ❑ DESIGNATED"WITH EDGE NAILING'OR"W/EN",AND 12.O.C. IN THE FIELD,UNO.PANEL EDGE JOINTS TO BE STAGGERED BETWEEN ADJACENT PANELS OF SHEATHING.PROVIDE GAP BETWEEN PANELS TO ALLOW FOR NATURAL EXPANSION/CONTRACTION(1/8'GAP TYP). S. LOCATE ALL OPENINGS AND PENETRATIONS AND VERIFY NO CONFLICT WITH FLOOR FRAMING.MECHANICAL,ELECTRICAL, AND PLUMBING DRAWINGS BY OTHERS. 6. ALL WOOD LOCATED WITHIN 8" OF FINISHED GRADE, W EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE Q O SHALL BE PRESSURE TREATED.ALL FASTENERS IN CONTACT 12 WITH FIRE-RETARDANT OR PRESSURE-TREATED WOOD SHALL !? BE COVERED 1N PROTECTIVE COATING(I.E.HDG OR SIM). Z o 6. ALL BEAMS SHALL BE SUPPORTED BY MIN TWO STUDS BELOW W EACH END,UNLESS NOTED OTHERWISE ON PLAN.ALL BEAMS SHALL BE FRAMED FLUSH WITH JOISTS UNO. "DROPPED BEAM'OR'DB'INDICATES T/BEAM EQUAL BpOISTS. 'TOP 11J Z FLUSH"OR'IF'INDICATES T/BEAM EQUAL T/JOISTS AND Z 5U 2-FLY B/BEAM EXTENDING BELOW B/JOISTS•"BOTTOM FLUSH'OR O Q s aLr x •BF' INDICATES B/BEAM EQUAL B/JOISTS AND T/BEAM EXTENDING ABOVE T/JOISTS. —� 7. ALL NON-BEARING WALLS TO BE FRAMED MIN 0.25"UNDER FLOOR SYSTEM. B. STUD QUANTITIES,POST SIZE,HOLDOWN,AND SHEARWALL 4x POST UNDER REQUIREMENTS PER WALL FRAMING AND SHEARWALL PLAN BEAM ABOVE BELOW. ' r 9. ALL POSTS ABOVE THE FLOOR FRAMING SHALL BE BLOCKED WITHIN THE FLOOR DEPTH ('VERTICAL GRAIN BLKG', "VERTICAL CRUSH BLKG', OR "VCB'). BLOCKING WIDTH SHALL MATCH WIDTH OF POST OR BUNDLED STUDS ABOVE AND EXTEND FULL FLOOR DEPTH. 10. HORIZONTAL STRAPS INDICATED ON FRAMING PLANS SHALL _ BE CENTERED OVER THE TOP PLATE,BEAM,OR BLOCKING. REVISIONS STRAP LENGTH PER PLAN. 3 stu°s BBLaw 11. ALL TIES AND HANGERS TO BE MANUFACTURED BY SIMPSON D DESCRIP ION DATE$Y 2-PLY 1314•x 117/8• STRONG-TIE. INSTALLATION PER MANUFACTURER'S _ LULDROPEDBEM 24'LY2700 RECOMMENDATIONS. ALTERNATIVE SOLUTIONS SHALL BE f— I�I T i I 1 1 1 1 I I I I I i SUBMITTED TO EOR FOR APPROVAL PRIOR TO INSTALLATION. I I I 1 I I I I 1 I 1 1 I I I 1 I 1 I REFER TO TYPICAL HANGER SCHEDULE FOR HANGER SIZE I Ius2BlunGERO>xa•1MP I I 420 HANCIR I UNO ON PLAN OR DETAILS. —_---_— — P3'.Y2xA I I I I I I I I I NOTE:ONLY IMPACTED 12. FIRE-PROOFING AND MOISTURE-PROOFING REQUIREMENTS S, -----,pl 1 I I I I I I 1 I I I 1 i I I I I 1 I I AREAS ARE SHOWN BY OTHERS. owl 1 1 1 1 1 ! 1 1 1 I 1 1 1 1 I 1 I 1 1 1 1 -------- I 1XISTINGdi I — —____-- I I I I QxB 16• c 1,� I 1 I I I ' 1 301 (IX6�1 1 1 FRAMING LEGEND - PROJECT NAME I I I I I I I I I I I I I I I I I I 1241 VALLEY VISTA — I 1 I I I I I 1 1 I 10 3• v s I I I I _I i 1 I .. •BLOCKED FLOOR DIAPHRAGM - 1 I T +E I I I I W10X! STEEL BEAM EXAMPLE t L42eIu�+6EB�ap2x¢,TYd 1 I I w TOI�"R�`T D"1iON I I 1 I �� (EXAMPLE) REMODEL i I 1 I .FLIER 1 1 I I 1 Gi I I 1 I '2-PLI 3/41 x 144LVL Ir I I,.. ,� I 1 �'-13/4Hx 14•ILvL I I 1 •GIRDER TRUSS u I u u u m u u U, U m 1� •FLOOR BEAM i T T m T T T T T T T T T i •i T T ` — STRAP PROJKTNUMBER l l l l l l l l l l l l i 1 1 1 _ 26 HhnG�TYP I I I 1i 5711b6 BELOW I I I 1 I I '--3 STUDB BELOW O •LOW ROOF 5180807 3 STUDS BELOW I I ! I I I 1 I 1 I I I I I I 1 I i I t 1 I 1 I I I I I I I I I I I I I I 1 I [ I 1 31/8'X 9'GLB(FH-5)-BEAM/HEADER CALL OUT(EXAMPLE) REFERENCE TO BEAM OR TRUSS DRAWN BY-AP 3 I I i i I I Ek6TI�G CALCULATION IN a 1.4 ii++(240 4.4) I I I I I i � BEAM OR TRUSS MEMBER naN PACKAGE I I—I I I I I I I I 11 1 I I I I I I I I CHECKED BY•MRT I l l t l l l l l l l l l l l l l l l l l l I I I I I I I I I I I I i l l l l l l l l l 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I SHEET DATE-09/06/2018 __.t 12•PLY 2xR I I I i i 1 i— i I1 1•PL i I I CITY OF GRAPEVINE SCALE 2-MY 24X36 SHEET:1/4"-1'•0" ❑ ❑ RELEASED FOR CONSTRUCTION SHEET: OF: z RELEASE DOES NOT AUTHORIZE ANY WORK IN g 00NRJCT WITH THE BUILDING CODE OR ZONING ORDINANCE. (D FIRST FLOOR CEILING FRAMING PLAN CITY APPF���`�`Es. ^,id TO BE KEPT ON x comAec loins TO S14 'Z1rloc-lz �:Y� .��0 'to Be '- � THE..�UB Si.f E A, ALL TIMES C3oLTED A,•�i� t*1SPE/LT�D X3y 't�'►E ct�c-� 11NSPC--c-to2 --- -- - z DATE: %3. 2ol< BY: � W lsF_F:O1ZE cove V BUILDING INSPECTION DIVISION: v • RELEASE DOES NOT APPLY TO CONSTRUCTION IN 0 0 EASEMENTS OR PUBLIC RIGHT-OF--WAY. o M ALL CHANGES MUST BE APPROVED F5 U. N ti �