The URL can be used to link to this page

Home My WebLink AboutCA2022-29A Future With A Past 1 August 2022 Phil Ware 306 Crestview Drive Grapevine, Texas 76051 817-946-0237 RE: HISTORIC PRESERVATION COMMISSION CERTIFICATE OF APPROPRIATENESS #CA22-29 HISTORIC BARNES HOUSE D. E. BOX ADDITION HISTORIC DISTRICT, #HL10-09, ORDINANCE #2011-58 907 EAST TEXAS STREET GRAPEVINE, TEXAS 76051 This letter confirms on August 1, 2022 the Historic Preservation Staff approved with conditions #CA22-29 for the property addressed 907 East Texas Street, legally described as Block 3, Lot 5 BLK 3 LOT 5 & 6, D. E. Box Addition, City of Grapevine to the Grapevine Historic Preservation Ordinance 91-73 (Appendix G — Grapevine Code of Ordinances), as amended, for the following: 1. Construct a new 36 foot, 6 inch X 13 feet, 2 inch open-air wood pergola addition, above the existing wood deck, at the rear of the house; pergola to remain with open air only; no solid roofing material may be added; as per the attached plans and specifications with the condition a permit be obtained from the Building Department. An approved Certificate of Appropriateness is not an approved building permit; a building permit is / is not required. Contact the City of Grapevine's Building Department at 817.410.3165 for fees and information regarding permits. Thank you, David Klempin 1 Historic Preservation Officer THE CITY OF GRAPEVINE HISTORIC PRESERVATION • 636 South Main Street - Grapevine, Texas 76051 Phone 817/410-3556 - Fax 817/410-3038 CERTIFICATE OF APPROPRIATENESS APPLICATION Date �, V Vlk ?J 1 �ya,oL Property Owner Name, Address & Phone Number -Thorn4 S afro (iaj So- h-Fo Va 9D7 E. Texas SF. Graaew"o TX -7bo51 Phone: Mobile: Email: Pro erty Address include any suite number h 7 East Tie xas Stree—r Tenant Name/Occupancy/Use Number CA 22s 2 I FA—Pplicant Name, Address & Phone Number Phil kJ-)Ckv'f IPrJ,ji, `ice 7(-d.5 Pho e: Mobile Email: Legal Description Block 3 Lot 5 ?)lK -3 L.+5 SQnd (p Subdivision IDi= & Y, AM i Ri) n Request/Description of Work to Be Done -WW Drawings/Sketches Attached Photographs Attached ;l Yes ❑ No ❑ Current ❑ Historic Material Sample(s) Attached (o/ease list) I hereby certify that this information is correct to the best of my knowledge and that the said work will be done in conformance with all submissions herein set forth, and in compliance with the City of Grapevine's Historic Overlay District Ordinances and Building Codes. APPROVAL OF A CERTIFICATE OF APPROPRIATENESS DOES NOT CONSTITUTE APPROVAL OF OTHER REQUIRED BUILDING PERMITS. Signed x Print Name I + i L- (,3 A r2 Owner or Contractor Office Use Approved Approved with Conditions: �E'�r2vrrtlT �� I /� ❑ Denied x X Grr Chair —Historic Preservation Commission tori Preservation ff X Date j � Building Official THIS IS NOT A BUILDING PERMIT. A SEPARATE BUILDING PERMIT MUST BE FILED AND APPROVED BY THE BUILDING DEPARTMENT BEFORE STARTING WORK. City of Grapevine — P O Box 95104 — Grapevine, Texas 76099 - (817)410-3585 - fax (817)- 410-3125 010110 rant A.,.,,-mi—I Mctri�t CA Z2--29 Account #: 00251941 A Location Property Address: 907 E TEXAS ST Interactive Maps City: GRAPEVINE Zipcode: 76051 Georeference: 3150-3-5 Neighborhood Code: 3GO30K Latitude: 32.9391282844 Longitude:-97.0663909791 TAD Map: 2132-460 MAPSCO: TAR-028K Q Property Data Legal Description: BOX, D E ADDITION Block 3 Lot 5 BLK 3 LOTS 5 & 6 Jurisdictions: 011 CITY OF GRAPEVINE 220 TARRANT COUNTY 906 GRAPEVINE-COLLEYVILLE ISD 224 TARRANT COUNTY HOSPITAL 225 TARRANT COUNTY COLLEGE Year Built: 1951 Agent: None Notice Sent: 04-15-2022 Notice Value: $691,061 Protest Deadline: 05-16-2022 State Code: A Residential Single Family Approximate Size ttt: 2,796 Land Acres o: 0.6812 Land Sqft *: 29,677 Pool: Y ttt Rounded This represents one of a hierarchy of possible values ranked in the following order: Recorded, Computed, System, Calculated P Owner Information Current Owner: SANTORA GAIL H SANTORA THOMAS 907 E TEXAS ST GRAPEVINE, TX 76051 Deed Date: 05-03-2018 Instrument: D218096035 Previous Owners: Name Date I Instrument Pll.-Ecl:�Ilvl�p JUN 0 3 202Z Deed VoL I Deed Page GRAPEVINE HISTORIC HOMES LLC 05-04-2017 1 D217100695 NICHOLSON TREVA ILENE;SIDES TANYA 1 03-20-2015 D215109013 rant Ann—;coi Mcfrirf- Q Values This information is intended for reference only and is subject to change. it may not accurately reflect the complete status of the account as actually carried in TAD's database. Tarrant County Tax Office Account Information ..._.................._._..........__................... Year Improvement Market i Land Market Total Market Total Appraised t 2022 $412,237 1 $278,824 $691,061 $691,061 _„.._„„_._,„...„_.......„_..._ ....................,,,,...,,„........._._.,_......,„_,...___..._......_,_.._..,,,,,. .......... __..__.„ , „.,„q°_,.._.,. _.,,,_....„._., �...,.„,._�_,...r„_,,,,.„,.............._�..._...,...._....__..._., _...._.._._.. .„,,,,_.,,....,,............,..... 2021 $368,646 1 $278,824 ; $647,470 , i $647,470 j 2020 $397,363 1 $234,000 $631,36 $631,363 € 2019 ( $376,505 j $233,999 $610,504 $610,504 2018 $162,744 $234,000 1 $396,744 $396,744 2017 ..,,,,,,.... .,........ ,„, $91,000 ,,,,,,,..................... ,,,------ ,,,,,,,,,,,,,,,,,,,,,,,,,,m„,.,,,„.,,,,,,,,,,.„,..,,,,„,,..,„,,,,„,,.....,,,.,,,,,,,,,,, $234,000 ............................ „..... ,,,,,,,,ro.,,,,....„..,...... $325,000 1 ,,,,,„„„„i $325,000 A zero value indicates that the property record has not yet been completed for the indicated tax year t Appraised value may be less than market value due to state -mandated limitations on value increases a Exemptions • HOMESTEAD GENERAL 11.13(b) * Per Texas Property Tax Code Section 25.027, this website does not include exemption information indicating that a property owner is 65 years of age or older. R F,'C.EIVED JUN 0 3 2022 N 4--� 70 yR SURVEY PLAT y FOR USE ONLY IN THE OR/GINAL TRANSACTION IDENTIFIED BY THE G.F. NO. SHOWN HEREON ! AND E THE UETO CHI ERSAND/OR THE OWNERS AND THE PURCHASERS OF THE PREMISES SURVEYED AND TO CHlCAGO TITLE Mists to certtfy that l have made a careful and accurate survey of the property located at 907 E TIXCAS STREET in the City of GRAPEVINE TARRANT County, Texas, described as follows. Being Lots 5 & 6, Block 3, D.E. BOX ADDITION, an Addition to the City of GRAPEVINE, TARRANT County, Texas, according to the Plat thereof recorded in Volume 388,D, Page 1, Deed Records Tanant ®� County, Texas. TNl9 PHOPERTVDOE�S NOTrrc lNA fad � YEMii.000IiALRD ARE{nCCOJiWNO Ta 1 THE FB AGA. 1Y00D WSYlR pA7t3 AlIP L GDM"`R�"auE45&]5� OIOSK x" LOT 1' LOT2 f sss•- Ir —E - ow 1165.00' 60.00, T I X Xdon ter V LOT • f66 J LOTS6 f, nr—m—nl — u ra— nl o °o 3 GE RT ICATE OF AP RIATONESTOE m s BRJCKR ENCE S CfTY OF G INE RELEAS .a2 PUR U T CA 0 DA E Y 6 I D P E , OF I EVELOPMENT RMES - • 30' SLOG.1HE L --.—' I CON ACT BUILDING PECTK F R PERMrr INF T)ON 165.00' EA ST 907 EE TE**$Gq S STREET (TEXAS STREET - PER PLAT) 50' R.O. W. trmatr Wstt®sbo PnV—dandle 157N deYor APRJmd , tlrreaurveYbef��soopyrtBrrtPrvAxled P M. O ee P bdro bW —P d eraby Produced; and rrPrnPe+ry mPresente fie /at41 ea (auJeU orrp uof was mart on the Around and th(s survey in ecomdeaoe wfth, edd derrtMtenda/ compfrance wA» , dl ndas nd l trgufetrons promufBahvt by /hB Texss ofof Pra/baslon I L lwnd Serves Mnnsggpsred lJrd9se ndrerwise noted, hie suruey- hsa re!!ed aahfy on dra rscord data provided Jn the ode comm&nent fur M& detosnynslfon or the bountlaNas W e4a /nrMParcot+'+rrveYvd ens /—any easamarxa -f d whkh may ba shown or addressed on the su enrcroecru»errla or probvalorre aPPerent an me Around. rveY. 7J a survey shows vfabb eesarrrents, cordyta, 4E OF T Date : APRIL 19, 2017 # _ 17 9693 i_ �106 : __ GF lvo. CTMH63-80556317o0149 HARRY). ROWLL v LEGEND Scale: = 3tr ,12-SYaeJ/fron Rod Found 0 HARRY ,/T'SteatrJrm Rod&t WPdCa�r.Wr a �j ROWELL CtP;ari'Llne By :� 6AsmoNaCn INC. Chain L'nk/Wtrp Fence X—X—x—x—�: ""�U/"f7 �Ttat3s trsrTy f2ow�nN Overhead —Mt 2tY0 Squ/re! Pace St.. 2 Co»rra/ MonumaM ® L Bm—h. Texas 7=34 (OM) 247-669 -o E _______________________-i -SITE CONDITIONS I j NOTES: I � -CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE. I -CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS. I 1 j -ALL SITE CONDITIONS TO BE REMOVED WITH EXCEPTION OF EXISTING FOUNDATION STRUCTURE AS PER ENGINEER I I I j -ALL EXISTING FOUNDATION STRUCTURE TO REMAIN (TYPICAL) I -REMOVE AND CAP EXISTING ELECTRICAL AND PLUMBING I FIXTURES I 1 -CONTRACTOR TO NOTIFY YOOHOOSTUDIO OF ANY SITE j DISCREPANIES AND HALT DEMOLITION UPON DISCOVERY _______ ______________- J OTES yd6F cvh�J r s►T �� (40.s,nj_jo i SITE PLAN SCALE: I/I6'=I'0' NORT14 901 E. TEXAS STREET GRAPEVINE, TEXAS EXISTING PAD AREA: 3121 EXISTING DRIVEWAY/WALKWAY: 450 EXISTING POOL: 350 EXSTING SHED: 300 NEW PERGOLA ADDITION: 435 TOTAL PAD AREA: 4656 TOTAL LOT AREA: 30525 IMPERVIOUS PERCENTAGE: 15% THESE PLANS ARE INTENDED TO PROVIDE THE BASIC CONSTRUCTION INFORMATION NECESSARY TO SUBSTANTIALLY COMPLETE THIS STRUCTURE. THIS MEANS THESE PLANS MUST BE VERIFIED AND CHECKED COMPLETELY BY THE BUILDER OR PERSON IN AUTHORITY FOR THE JOB. ANY DISCREPANCIES, ERROR AND/OR OMISSION, IF FOUND, 15 TO BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE DESIGNER BEFORE ANY CONSTRUCTION, WOR< OR PURCHASES ARE MADE. NOTE: ALL CODES, ORDINANCES, AND REQUIREMENTS - FEDERAL, STATE, and LOCAL - TAKE PRECEDENCE OVER ANY PART OF THESE DRAWINGS WHICH MAY CONFLICT WITH THESE AGENCIES, RULES, AND/OR REGULATIONS AND MUST BE ADHERED TO BEFORE AND DURING CONSTRUCTION. THESE PLANS AND THEIR USE ARE THE PROPERTY OF 'yoohooatudlo' AND ARE NOT TO BE REPRODUCED, C USED FOR ON572CTION, TRACED, OR REUSED WITHOUT THE WRITTEN PERMISSION FROM 'yoohooatudlo' FIRST FLOOR PLAN 1/4'•I'm' � lfi { I k _U I I y I I ro I t - � _ m k _ I I I � r 1 f I I I ti aI � W i d I --- = -__ _ - m LI _ 1 �aT tl� nT m Y "I Lei V) 0 r0 i 0 \0 7 w � 0 w a tu ui w FOUNDATION PLAN OR L DATE 2. DATE 3. DATE 4. DATE lrt,22 DRAWN BY, J. Auntin Fleming C44EC K BY, Phil Ware PQ/SRI'_T PORCH ADDITION FA �.�NUM.axKEr, PROPERTY CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEASgD PURSUA T, C A Z— Z DATE 2 By P TMENT OF DEVELO ENTSERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION MIN (2) 2X8 BEAMS AT KNEE BRACE ATTACHEMENT MIN (2) ZX12 DROPPED BEAMS AT KNEE BRACE HI �I�I�I�II BASE L NIACIN BASE FOUNDATION PLAN = Tr-1r-Tr-lr-Tr-�-TT- SOLI II II II II II II II IL_ JL _ JL_JL_Jl_JL_JI_ --lf-lr-lf-lr-TT-1r-_n II II II II II II II JL_ JL_ JL _Jl_JL_ JT_ --1r-----ter-T- 1rTr lr a II II II II II II II 1L_ JL_ JL_ JL_JI_JL_ JI_ --Tr-�r-Tr-ter-T7 T- 11 II II II II II II ll_ JL_ JL_ JL _Jl_JL_ JI_ --Tr-1r-Tr-lr-T7 li- II II II II II II II tr-1L_ JL_ JL_JL_Jl_JL_JI_ --�r-Tr-�r-Tr--Tr-�- MIN(2) 2X8 BEAMS AT 11 11 11 11 11 II 11 KNEE BRACE ATTACHEMENT 1L_ JL_ IL_ JL_JL_ JL_ JI_ --TF-1r-Tr-lr-a--Tr--- II 11 II II II II II AL_ JL_ JL_JL_JL_ JL_ JI_ - - TF -1 r - IT -1 r - 7 -1r - ll - II II 11 II II II II __1L_JL_JL_JL_JL_JL_JI_ --Tr-1r-TT--Ir-Tr--Tr--IT- KNEE BRACE ALL SIDES,: _ +� II II 11 11 11 11 R __1L_JL_ LL_JL_JL_JL_ JI_ TYP AT ALL cowMNs � - - if -1 r - IT -1 r - TT - -Ir - T l0 LY JL_Jl_JL_ __ll_JL_ _ MIA�2)2XF2DRO�EDT1- so-1 -- II II II 8 S AT &E y _ T_______Tr-1r-Tr-lr-Tr--Ir-'TT- PROP RJETT � ==JL=JL=JL=JL=JL=JL=J1= � II II ��'T DCII II II __Y_JL_Jl_JL _Jl_JL_JI_ - - Tr - II II II II II II II __ 1L_ JL_JL_ JL _ JL_JL_JI_ --lf-lr-n-lr-lf--ir-T- II II II II II II II MIN (2) 2X8 BEAMS AT 1L_ JL_ JL_ JL_ JL_ JL_JI_ KNEE BRACE ATTACHEMENT --Tr-1r-a-�r-Tr-lr-ll- II 11 II 11 11 II II __1L_JL_ LL_JL_JI_JL _Jl_ -_Tr-_117,-1r-TT-1r-T- 11 11 11 11 11 11 11 _ 1L_JL_JL_JL_a _IL__U - Tf-lr-lf-1r-11-1r-T- II II II II 11 II II _ JL_ JL_ JL_ JL_ J1_ _AL_ _ J1_ - Tr-1r-Tr-lr-Tr-1r-TI- MIN (2) 2X12 DROPPED BEAMS AT KNEE BRACE ATTACHEMENT ROOF FRAMING PLAN FLDORS RESIDENTIAL ....................40 PSF � 2 s� ROOF FRAMING NOTES DIMENSIONS SLAB 4' W/ i3 E 12- O.C. 1. GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEET GRADE BEAM WIDTH 12' GRADE BEAM DEPTH... 24' S-1. GENERAL CONDITIONS 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH. 1. THE CONTRACTOR SMU. EXAMINE THE STRUCTURAL DRAWINGS AND SHAD NOTIFY THE STRUCTURAL ENGINEER OF ANY 3. ROOF RAFTERS SHALL BE 2X6@24.O.C. UNO. DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. 4. ROOF SHEATHING PER GENERAL NOTES. ALL SHEATHING TO BE 2. THE CONTRACTOR SMALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE GLUED AND NAILED TO FRAMING PER MANUFACTURER 3. ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY DISCREPANCIES. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL BE BROUGHT TO THE RECOMMENDATIONS, USE 8d COMMON NAILS (0.131" X 2 1/2") @ ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK 50 INVOLVED. 6" O.C. AT PANEL EDGES AND AT ALL FRAMING DESIGNATED 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE 'GENERAL 'WITH EDGE NAILING' OR "W/EN", AND 12" O.C. IN THE FIELD, NOTW ANDIOR'STANDARDDETAILS'. UNO. PANEL EDGE JOINTS TO BE STAGGERED BETWEEN ADJACENT 5. 6. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. WORKING DIMENSIONS SMALL NOT BE SCALED FROM PUNS, SECTIONS, OR DETAILS ON THESE DRAWINGS. PANELS OF SHEATHING. PROVIDE GAP BETWEEN PANELS TO 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CONDITION WHICH IN HIS ALLOW FOR NATURAL EXPANSION/CONTRACTION (1/8" GAP TYP). OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE. 5. ALL ROOF RAFTERS OR TRUSSES SHALL BE SPACED NO FURTHER S. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, APART THAN 24" O.C. AND SHALL BE CONNECTED TO TOP PLATE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCIURA MEMBERS DURING CONSTRUCTION. WITH H2.5 TIE UNO. 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE, AND 6. LOCATE ALL OPENINGS AND PENETRATIONS AND VERIFY NO ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK. CONFLICT WITH ROOF FRAMING. MECHANICAL, ELECTRICAL, AND 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS, WHERE THE NOTES, PLUMBING DRAWINGS BY OTHERS. IL DRAWINGS, AND/OR SPECIFICATIONS DIFFER, THE MORE STRINGENT REQUIREMENT SMALL APPLY. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERA NOTES OR THE STRUCTURAL 7. ALL BEAMS AND GIRDER TRUSSES SHALL BE SUPPORTED BY MIN DRAWINGS, TWO STUDS BELOW EACH END, UNLESS NOTED OTHERWISE ON 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. PLAN. ALL BEAMS SHALL BE FRAMED FLUSH WITH JOISTS UNO. 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED IN WRITING TO THE "DROPPED BEAM" OR "DB' INDICATES T/BEAM EQUAL B/JOISTS. 14. ENGINEER PRIOR TO CONSTRUCTION. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS, METHODS, AND WORKMANSHIP ACCEPTED AS GOOD PRACTICE BY THE "TOP FLUSH" OR "TF" INDICATES T/BEAM EQUAL T/JOISTS AND CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE 'INTERNATIONAL BUILDING CODE' (IBC), AND B/BEAM EXTENDING BELOW B/JOISTS. "BOTTOM FLUSH" OR "BF" STANDARDSREFERENC:DIHEREN. INDICATES B/BEAM EQUAL B/JOISTS AND T/BEAM EXTENDING 15. ALL PIPES SHOULD BE PLACED BELOW THE FOUNDATION. ABOVE T/JOISTS. FOUNDATION B. ALL NON -BEARING WALLS TO BE FRAMED MIN 0.25"UNDER FLOOR 1. FOUNDATION DESIGN PARAMETERS ASSUMED PER MINIMUM CODE ALLOWED. NO GEOTECHNICAL REPORT PROVIDED FOR REVIEW. SYSTEM. 2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT SOIL CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH 9. STUD QUANTITIES, POST SIZE, HOLDOWN, AND SHEARWALL Q 3. A REQUIREMENTS. THE FOUNJURIDATIONS BEARON ALL FOUNDATIONS ARE TO BEAR ON COMPETENT NATIVE SOILS OR STRUCTURAL FILL STRUCTURAL FILL IS TO BE COMPACTED TO REQUIREMENTS PER WALL FRAMING AND SHEARWALL PLAN 95%DENSITY PER ASTMo-15s7. BELOW. 4. 6 MIL POLY OR HOT -MOPPED ASPHALT IMPREGNATED FELT TO BE USED AS A VAPOR BARRIER BETWEEN THE SUB -BASE AND 10. HORIZONTAL STRAPS INDICATED ON FRAMING PLANS SHALL BE FOUNDATION. CENTERED OVER THE TOP PLATE, BEAM, OR BLOCKING. STRAP 5. 6. 6' OF TOP SOIL AND VEGETATION TO BE REMOVED PRIOR TO CONSTRICTION. NO TREES/HEAVY VEGETATION SHALL BE PLANTED WITHIN 20' OF THE FOUNDATION. LENGTH PER PLAN. 7. PRE -POUR INSPECTIONS ARE ONLY VALID FOR 5 DAYS ONLY. 11. ALL HANGERS TO BE MANUFACTURED BY SIMPSON STRONG -TIE. 8. SELECT FILL TOHAVE AP.I.BETWEEN 5AND 15. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. 9, ANCHOR BOLTS TO BE PLACED IN ACCORDANCE WITH THE IRCIIBC AND SHEARWALL SCHEDULE IN ACCORDANCE WITH FIRST FLOOR ALTERNATIVE SOLUTIONS SHALL BE SUBMITTED TO FOR FOR 10. WALL THEFRACONTRACTING AND EAR WALL MAN. IT IS THE CONTWCfOR'S RESPONSIBILITY TO HAVE THE FOUNDATION REST ON UNDISTURBED SOIL OR FILL APPROVED BY THE APPROVAL PRIOR TO INSTALLATION. REFER TO TYPICAL HANGER E.O.R. SCHEDULE FOR HANGER SIZE UNO ON PLAN OR DETAILS. HANGERS FOR ROOF TRUSSES BY OTHERS. CONCRETE 12. ENGINEERED ROOF JOISTS AND ROOF TRUSSES TO BE DESIGNED 1. REFERENCE MINIMUM ENGTH (,IBC. CON BETEACI-STRENGTH MINIMUM CONCRETE STRENGTH (28 DAYS)....3,000 PSI BY OTHERS. REFER TO STRUCTURAL GENERAL NOTES FOR AIR ENTRAINMENr....2.5%TO 5.5% FOR EXPOSED CONCRETE SUBMITTAL INFORMATION, AND DESIGN CRITERIA. SLUMP 4' IP 1" 12.1. STANDARD DEAD AND LIVE LOADS SHALL BE USED FOR WATER/CEMENT RATIO SHALL NOT EXCEED 0.50(BY WEIGH, TYPICAL TRUSS DESIGN. REFERENCE STRUCTURAL GENERAL NOTES 2. 3. BE H AEI-3PE I RTYPEB NORMALWEIGHTTHE CONCRETE ALL MIXCONING: CRETE OMPLY MIXING: COMPLY WITH AQ-303. DO NOT EXCEED THE AMOUNT OF WATER SPECIFIED IN THE APPROVED MIX. PROPORTIONS OF FOR MORE INFORMATION. AGGREGATE TO CEMENr SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION 12.2. CHANGES TO LAYOUT MUST BE SUBMITTED TO THE OR EXCESS FREE SURFACE WATER ARCHITECT AND FOR FOR REVIEW AND APPROVAL. 4. PLACING: COMPLY WITH A0-301. PROVIDE A 3/4 INCH CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE 12.3. TRUSS SUBMITTAL PACKAGE TO BE PROVIDED TO FOR FOR 5. ON ARCHITCTURAI DRAWINGS. CURING: COMPLY WITH A0-301. KEEP CONCRETE MOIST FOR SEVEN DAYS MINIMUM. REVIEW. REFERENCE STRUCTURAL GENERAL NOTES FOR 6. WEATHER EXTREMES: COMPLY WITH AC 30SR FOR HOT WEATHER. COMPLY WITH AD 306R FOR COLD WEATHER. SUBMITTAL REQUIREMENTS. 7. CONCRETE TO BE MECHANICALLY VIBRATED UN TURNDOWNS, ANCHORAGE ZONES, CONTINUOUS FOOTINGG CONTAINING REBAR 12.4. (XXX LBS SHEAR/DRAG) INDICATES SHEAR TRANSFER LOAD. AND THICKENED PORTIONS OFSLABS/rrteaaESCONTAINING FLOOR DUCrS SHEAR TRUSS SHALL BE DESIGNED TO BE ABLE TO REINFORCING STEEL TRANSFER SPECIFIED LATERAL LOAD APPLIED AT THE TOP 1. REFERENCE STANDARDS: ACT'DETAILING MANUAL(SP-66); CRSI MANUAL OF STANDARD PRACTICE(MSP-1) CHORD TO THE BOTTOM CHORD AND INTO SHEARWALL 2. MATERIALS: BELOW. REINFORCING STEEL: 12.5. ROOF TRUSSES SHOULD BE DESIGNED FOR ADDITIONAL 63 BARS BE E 40 ALL SE, LOADS WHERE APPLICABLE AS SPECIFIED BY THE ARCHITECT 3. GRADE AND LARGL ER S R4 BARS AND LARGER SHAH BE, GRADE 60 SPLICES: LAP CONTINUOUS REINFORCING BARS 36% UNLESS OTHERWISE NOTED. PROVIDE CORNER BARS FOR ALL HORIZONTAL (I.E. MECHANICAL UNITS, ROOF DECKS AND PATIOS, GREEN REINFORCEMEM. ROOFS, SOLAR UNITS AND ETC). 4. COVER: 12.6. TRUSS DESIGN FOR BEARING AT TOP PLATES TO BE FOOTINGS ........... .2 INDIS SLABS ..................a INaEs DESIGNED FOR COMPRESSION PERPENDICULAR TO GRAIN. 5. FORMED SURFACES: 13. FIRE -PROOFING AND MOISTURE -PROOFING REQUIREMENTS BY WEATHER FACE...1-1/2 INDIES, 45 BARS AND SMALLER 2INOHES, t 6 BARS AND LARGER OTHERS. INTERIOR FACE ....J/4INCH FOR SLABS AND WALLS 1-1/2 INCHES FOR BEAMS AND COLUMNS 14. ROOF COVERINGS AND ROOFING MATERIAL BY OTHERS. DRAINAGE AND SITE PREPARATION 15. ROOF DRAINAGE BY OTHERS. 1. POSITIVE SURFACE DRAINAGE SHALL BE A011EVED BY GRADING SURFACE ADJACENT TO THE BUILDING AWAY FROM THE 16. ATTIC VENTILATION BY OTHERS. FOUNDATION. 2. WHERE SURFACE GRADING CANNOT BE ACHIEVED, A SYSTEM OF WATER DRAINAGE CONTROL SHALL BE UTILIZED INCLUDING BUT NOT LIMITED TO GUTTERS, DOWNSPOUTS, SUB -SURFACE DRAINS AND ETC, BY OTHERS. 3. ROOF DRAINAGE SHALL BE ACCOMPLISHED TO DISCHARGE WATER AWAY FORM THE STRUCTURE, AND PREVENT ANY PONDING OF WATER CERTIFICATE OF APPROPRIATENESS FRAMING LEGEND CITY OF GRAPEVINE - ROOFOVERFRAMING Y -- - wooD JOIST RELEA E/ PURSUAW, O A Z`) DATE d Z 2 gy ,� / - HANGER REQ'D D PA ENT OF A -WOOD BEAM CS16 SIMPSON STRAP - DEVELOPMENT SERVICES 4)__-DETAILCAPER PLAN CONTACT BUILDING INSPECTIONS DETAILL"l" ON SHEET SD-1") FOR PERMIT INFORMATION ROOF � -ROOF BRACE �- HIGH END LOW END W-01-� - STEEL BEAM (EXAMPLE) V U LJ JUN 0 3 2022 By- .......................... ALMSEI PATSEVICH ............................. \ 130521 0 QcExsfx fysN ONAL EWO�P W Q0z Z o W� R z v w Z W z Zo z O O W J 907 E TX ST PORCH S22176 AP 05/31/2022 24X36 SHEET: 1/4"=V-0" (!) z J Q U' z H Og �Q b L N - Z LL (n �O 00 u- o