Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
NSFR2026-002562
HtzL;tiutu: u,nui2u2b 26-002562 2958 KOSSE CT NEW SINGLE FAMILY RESIDENCE 1$ ISSUANCE; PERMIT#; BUILDING PERMIT APPLICATION LOT: BLOCK: _. SUBDIVISION: . BUILDING CONTRACTOR (company name); CURRENT AILINGADDRESS: CITYISTATEO I P Fax # PROPERTY OWNER: CURRENT MAILING ADDRESS - PHONE CITY/STATE/ZIP. NUMBER: PROJECT V w FIRE SP I LE ED? YES N NEEDED?WHAT TRADES WILL BE ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: USE OF BUILDING OR STRUCTURE: NAME OF BUSINESS: Total Square Footage under roof. , - Square Footage of alteration/addition: 4 1 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) C1 I hereby certify that plans have been submitted to the Texas Department of Licensing and .Regulation for Accessibility Review, Control Number: - _ -- ......--- (Not required for I & 2 family dwellings) O 1 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 BUIL ING ) 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. II is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Gropevinc I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT RFVFEWED FOR HANDICAPPED ACCESSIBILI CY BY -THE CITY, AND THAT THE DESIGN PROFFSSIONAL/0111NER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FRS ,%I' THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PR I NA SIGNATURE PHONE #: EMAIL: _ CHECK _._... 3CtO PREFERRED EFE T E CONTACTED E-MAILE OBE.PLTFDBY HEBUIL3ING INSPECTION DEPARTMENT RT ENTTTH.IIFFtLLEHGS . µ _:- ..... _ ... Construction uctioG pe: �` Permit Valuation: Setbacks A; royal to Issue _ _ anc Fire S�)rinkler: Ili Front: Electrical .. Division: Buildim, Derth: Left Plu binG_ Zo rl ec is e-ildin Width: Rear: Plan Review I' -- ad. Grease Tray t ht d . N w A fTroval: Date: uildi Permit Fee; Site Plan Ape ,roval: Date: Plan Review Fee: Fire Del} ent: Date: Lot Draina.e .Fee: _ p' ate: Public arks e art ent: ate: Sewer Avallabl itk� Health De,. c t: ate. Water Availabilitv ate: Approved for Permit: Date, Total Fees: - _... t Drainage Submitted: � , , Approved: Total Amount _.. _. P.O BOX@51oc GRAPEVINE:, TX r6M 1817)410.3165 O:FC gMST aSpEMiffAPPLiCAt9ONS IM2- 7tA}9.SA,X.a.2Xi8.1SfOS,iht21t5 ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS APPROVED PLANS SHALL BE KEPT ON JOBSITE AT ALL TIMES CONSTRUCTION HOURS 7:00 A.M. - 7:00 P.M. MONDAY- SATURDAY ONLY � 42'-0" '�'-0V NO WORK PERMITTED ON SUNDAY CONTRACTOR SHALL CALL FOR INSPECTIONS: _ _ _ _ 52.00 ' (817) 410-3010 CONTRACTOR REGISTRATION WILL BE O REVOKED UPON PERMIT EXPIRATION. I —Im' UTILITY EASEMENT J ❑ ------ e --BAY WINDOL SEPERATE PLUMBING, MECHANICAL, ELECTRICAL AND SIGN PERMITS SHALL BE REQUIRED. I I II 0 D. m' F I �,, I Ln DR NO TREE REMOVAL PERMITTED COL/. I PRIOR TO WRITTEN APPROVAL I TERR. rc BAY WINDOW _' BAY WINDOW j�'� 1 W 3 SPECIAL NOTE I I ii� 3 PROVIDE SAFETY GGASREQUIREDPER EMERGENCY I I LL SECTION 30R AND EMERGEENCY ESCAPE AND RESCUE OPENINGS PER SECTION 310 OF THE 0 f� W W INTERNATIONAL RESIDENTIAL CODE V - y SITE DATA CHART I LOT 8 - 1 LOT SIZE S,I35 SQFT. I Q 5138 SQ FT: - Q MAX LOT COVERAGE 202E, SOFT. (55%7 SMOKE DETECTORS SHALL BE LINKED J @.1179 ACRE J SO THAT WHEN ONE SOUNDS, ALL p� m MA COVERAGE PROVIDED zp26 6QFt. (4T11%) SOUND. W W I MAX IMPERVIOU9 COVERAGE 3596 BQFi. (1@s:) I ck - INSTALL FIRE SLIP(: RESSION I IMPERVIOUS CVG. PROVIDED 2,S12 SQFT. (51.64%) Ld m .SYSTEM. - m NO UNDERGROUND PLUMBING OR FOUNDATION WORK PRIOR TO AN I `j APPROVED FORM SURVEY - I a POR H I \ \ \ � 5 f T F:>L � `� DRIVEWAY MUST BE (W CONCRETE OR ASPHALT u 20' BUILDING LINE I - ' CONCR. PAVER I \ \ �� CONCR. SGAL Ida = I ® NORTH m U ALK C83 SQ.FT.J Dr5 \� C4e3 SQFT.J 1 - LOT 8 5LOOK 1 IIa' UTILITY EASEMENT DOVE , STATION ' /� /'�� IT IS THE RESPONSIBILITY OF THE OWNER/ 6`38, I D O E OJT AT I O V DESIGN PROFESSIONAL/ CONTRACTOR TO /� \ / h \/ INS E PLANS REVIEWED AND ENERGHE Y LDINGCODE \� — _ — 3��— _ _ ` R f-}� y V � T E /� �5 INSPECTED BY A CERTIFIED ENERGY CODE REVISIONS INSPECTOR IN ACCORDANCE WITH STATE LAW. PLAN REVIEW AND INSPECTION I. DOCUMENTATION SHOWING COMPLIANCE WITH THE ENERGY CODE ADOPTED THE STATE /J RE ONSTRUCTION 2' SHALL BE SUBMITTED TO THE THE �,/ coxrUCTwi SE oazaxixc S. DEPARTMENT.CITY oaoixnxcE 4. kI \ APPROVED 8I ERTRLLTM BPTOX THEJOB 2e5a <055E CO DATE: 07121 /2026 144:15 PM 4/13rz6 BY: KELLY TAFT TSBPE: 1-3971 DRAUN Br: EXS cHEac Br: a ix EXS EASEMExTSOR P—C aiG--war PROJECT NO. AL- CHANCES MUST BE APPROVED. SPEC NOTE: THE GENERAL CONTRACTOR AND SHEET NUMBER ALL 5MODNTRACTORS 6HALL REVIEW THE FULL CONTENT OF THE PLANS FOR C ` t DI RFFANCIE5 AND OMI6610NS PRIOR TO J Cd ENCEMENT OF LL�ORK AIR NOTES Ma —7 5TART 24" O.C. START m 24" O.C. JA BAT IA' A 8/12 RAFTER CUT 0 77 V) E, 0 V) -J 00 CL L 00 - 0 2)F: 8 4) F9 LL x)NS 4�) A B JU T, CITY CI OF GRAPEVINE TQNfr OW&M NFLI.T.-THE C....-NIN. CITY" I -AM STTEATALLTM ( (S) F17 �FV 07I21/2026 144 15 Pm F16 BY KELLY TAFT TSBPE 1-3971 L.�j lH ALL CHANGES MUST BE APPROVED, El KW2 TRUSS AND BEAM LAYOUT AND SIZES APPROVED BY JOHN MILLETT, PE NOVE.BER12,2024 MSt.,I.I Limt E..I ... U. S, P 11 2) 4) 11 1 DOOR SCHEDULE I WINDOW SCHEDULE AREA5 5(]. PT. "7AFE�iT. 612E �DE6cRPTaJ FAF�� �pEe�RPf1aJ FR_T FLmRrA2) e j °M m;6•, �ISf P��r 3 �� D TO FIx FL. . TEMPf11ELLED TO casEnENT Fl I COVERED T GARAGE NJD 6i/JR9AE W ItICGk 2" d �XE�D 35,B �0— p(�,%�i C� ,4�5 bY�11NELCFT bL1DE� E NIA. ?OJNh. 1•P 9� E HIT— TO FIT a L, I II II I I 1 II II I I ----------------------- H • I i wlc asE w 1 i 9Ic I x p �iab O Ox I L s h BEDROO2 - BEDROOM 3 v NG mGv ul Ae TH -z © �� x m I H-e -m• N-s• xs L e 5 9 LIN. I [` — �R srtk: 1� I ouE BATH © .I C• ® I^ N� I I I LOFT ^ I : s• e P I I I B i:00M 4 • lug s ® e :_ ,........, - z � III • I e li j II N I II I I i r T 1 T I •-v � e.-o SECOND FLOOR PL,4N 1/4'=1'O' lluemllalLrAQ.L9 --------------- P IMA Y R R BEDROOM 1 2 I w IU § toN.� GOV�7ERR �— 1 eeN[ ,a �— . PaN. GLgEs ELDER P fl 9� 6 L ' m /y w DID 3 I LJ �5 I iPRIM. c ern ,•. -❑ � L ry .. �. we -m Nm ITY xA E MJD/I:TLCIW OF O csG TNIH PAGE NEL%l Al F - � BE LASE eoBs xoTAumXeoe� c N I iii++�.. +++,,.fDJAJJJJJJI, coxes [rw qxu EOP eNeTOEPTOHu o $ � U 6 07/21/2026 1:1 0 PM m xs II`OJJI EmN" TBV KELLV TAF FwT sTnxG n" uPED1m9 4444m CDT - x EnaENEN.xVox� TSDxvueul V..T 2-GAR GARAGE -OFN� ALL CHANGES MUST ISAPPN VEb. III rzEv1sIONs 2. n-m n- m �•' ale 3. 4. 7777 DAM 4/13/26 BY- . « B Exs CNECIC BY. EX9 FIRST FLOOR PLAN PROJECT No. I/4'=1'0' SPEC. NOTES THE GENERAL CONTRACTOR AND I IsHa T Numa _ ALL 31EBGGNTR4GTOR SHALL REVIEW THE FULL CONTENT OF THE PLAN$ FOR' DI6C5ZEPANCIE6 AND OM1661ON$ PRIOR TO COMMENCEMENT OF UIJRG SEGOND FLOOR ELECTRICAL PLAN 114'=I'0• J ------- ----------------- I � aweNr�e , ill JJ''l1 ,I I t I SMOKE DETECTORS SHALL BE LINKED I FIRST FLOOR ELECTRICAL PLAN SO THAT WHEN ONE SOUNDS, ALL V4'=P0' SOUND. ELECTRICAL SYM O —'NO I,oI,NrEo —, o ID 3 Nu�R �e oEslw<noN Og -T — - APPROVEDiTeAjj�%fVTONTHEJOB 07/21/2026 1:47:49 PM BY: KELLY TAFT TSBPE: 1-3971 o NOTE: THE GENERAL CONTRACTOR AND ALL WE- TORS SHALL REVIEW THE FULL CONTENT OF THE PLANS FOR DISCREPANCIES AND OMISSIONS PRIOR TO COMMENCEMENT OF UIJRG SHINGLES AT 10:122� 20'S' PLATE _ �/ HARDIE PANELING HARDIE SIDING 10'I' PLATE _ I METAL AWNING W/� SUPPORT GABLE _ HARDIE SIDING— FF _ SHINGLES AT 10:12 HARDIE PANELING 20'S" PLATE HARDIE SIDING 4 � SHINGLES AT 4:12 12'I' PLATE m HARDIE SIDING FF. FRONT ELEVATION 1/4'-1'0' rNOTE: 20'9' PLATE LINES ARE BA5ED ON 10'I' CEILING AT FIR5T FLOOR AND'IT CEILINCT AT SECOND FLOOR WITH I'T' METUEEN FIRST FLOOR CEILING AND SECOND FLOOR SHINGLES AT 10.12� SHINGLES AT S:12� B 5HINGLES AT 10:12 20'S' PLATE HARD••IE SIDING—HARDIE SIDING SHINGLES AT 8J2 SHINGLES AT 6:11 I0'I' PLATE � 101' PLATE m — HARDIE SIDING HARDIE SIDING\ — HARDIE PANELING HARDIE PANELING — — — HARDIE PANELING HARDIE SIDING REAR ELEVATION 1/4'=IV sue, O uu 0 L a m R 3 X W O f y N �• I1FW1 O Z N yZI IC p d O REVISIONS THIS PAGE RELEASED FOR CONSTRUCTON CMIN- CITY APPROVED PLANSTO BE KEPTONTNEJOB 3. 4. SITE AT ALL TIMES. 07/2V2026 1:47:56 PM BY: KELLY TAFT TSBPE: 1-3971 DATE: •D.°"' �liPRfl '/ i 4/13126 DRAM BY: .ASexExre oR 1—CHECK Ex5 BY Ex5 PROJECT NO. SPEC. NO THE GENERAL GONTRAOTOR AND ALL SUBGONTRAOTORS SHALL REVIEW THE FULL CONTENT OF THE PLANS FOR' AH¢E? Ni u-I-- _ 3. 1 DISCREPANCIES AND OMIbbIONS PRIOR TO OOMIYENGEMENi OF UIJRG s mo` G SHINGLES AT 10:12 s� I \ SHINGLES AT 5:12 - :.•ia... l00�0 HARDIE SIDING �. 20'S' PLATE _ //7 \\�r ____ 20'V PLATE H _ T D..LL...o:�ewiorn HARDIE 511DING HARDIE PANELING c O 1= = 9 W: 51-4INGLES AT 8:12 B II'8"_2ND FF._ _ _ HITAF,E SHINGLES 12T PLATE PLATE 10'I' PLATE 0SHINGLE5 AT 802 I AT 5:12 y ❑ 1'I' Im'I' PLATE � 9'I' TO BOTTOM CF AuxnNG METAL AWNING " HARDIE PANELING u HARDIE SIDING 1 ❑ HARDIE SIPING —�— �I _ Ln F ^' "rr 11 0 FF.I I FF. R \HARDIE PANELING 3 LEFT ELEVATION � 9 X NOTE: 20'S" PLATE LINES ARE BASED ON 10'I' w CEILING AT FIRST FLOOR AND VT CEILING AT J SECOND FLOOR WITH "I' BETWEEN FIRST FLOOR CEILING AND SECOND FLOOR ZZ SHINGLES AT IO:12 / O \\ 12 z SHINGLES AT 10:12 SHINGLES AT 5:12I /Z_�4 PLAT\\� _ 20'9' PLATE U O Y Q N Ss � ry HARDIE PANELING— 9 � O HARDIE SIDING 'm 12'I' PLATE —// SHINGLES Ai &.12 REVISIONS IOT PLATE cERELe CoxsTRUCTIOH 2. r r� caxucrmTv3ive eulio xc ..EY zou c 3 HARDIE 51DIW- ,7-���-- L CT' APPRWEO'PLANS TO BE KEPT ON THE JOB 4 HARDIE SIDING sPE AT AU TIMES. DATE,HARDIE PANELING 07/21/2026148:07 PM 4/13/16 BY: KELLY TAFT TSBPE: 1-3971ILI pR,elud gY: Ex5 'OFF. _ I ---_—_ FP. a IN CHECK BY. EX9 PROJECT NO. HARDIE PANELING/ RlGiLT ELEVATION ALL CHANGES HOST BE APPRovEo, SPEC. NOTE: THE GENERAL CONTRACTOR AND 1 AHFET N m ALL 61JBGGNTRAGTORS SHALL REVIEW THE FULL CONTENT OF THE PLANS FOR DI6CR3 2 EPANGIE6 AND OMIb610N5 PRIOR TO COMMENCEMENT OF WOR:G Q 0 4- I®:12 _J 10'1- PLATE T w 8:12 w a `a a I I \ CDV. TERR I � H:12 ____ 05' PLATE a J.I 8:12 1 10:1Y 10:12 10:12 �201S' PLi. 20'S' PLi. 20'9 _PLT. I I I I `I IQ QI 412 I I I i E i 0 I 4:12 METAL AWNING 9'I' TO BOTTOM ®im OF AILNING �1�12'I' PLT._1........ _........ L_ 12'I' PLT.J_ NOTE: 20'S' PLATE LINES ARE BASED ON 10— CEILING AT FIRST FLOOR AND ST CEILING AT SECOND BOOR WITH 1'1' BETWEEN FIRST FLOOR CEILNG AND SECOND FLOOR ROOF I p LAN I/4'.I'0' u.�EEO i -� sue, TI R M1 R LJ Ln a S F r m DR �P SLAB m SHOWER AS Rm EQUIRED R SLUE TO DRAIN - VERIFY DRAIN LOCATION tNP WORK ISLAND r JI l LOC4TI ON PRIOR TO POURING 6LAB x i -- � F� I I NOTE TRCT TO i IL T i j Carfl�EaCA� aE EL F9xiOR _ , I 11 i'-� I i I m i0 f+aJrelrKa cF Tue i� � X I ILL CATION LLOCATION OF ELECTRICAL CONDUIT LOCATION OF STUD WALL A i L--- L_J f v-m w p U p p U ONFIRI LOCATION Cf - N FLOOORREG GF TNEO� C��C m lU C E BLAB. a O m m REV1510N5 CITY I mo. THIS PAGE 'RELEASE DOES NOTAUTHO-E ANY WORK IN —n a we I. 2. ...NANCE 3. oCITY j 2 � ATAu %ESEPT ON THE JOB 4. 07/21/2026 1:48:15 PM DATE, BY: KELLY TAFT TSBPE: 1-3971 4A3126 Ex9 a.l s-4i< •-m u-m .(, OHEdC BY .. u.e• " N EXS ALL CHANGES MAST BE AFFBovED. PROJECT NO. FOUNDATION FfROFILE ` NOTE: THE GENERAL 1ONTR4GTOR AND HHFE? NllN'I ALL 61JBGONTRAGTOR6 SHALL REVIEW THE FULL CONTENT OF THE PLANE FOR' h D16CREPANCIE6 AND OMISSIONS PRIOR TO �L.1� COMMENCEMENT OF WORD I A B�AI� BOX CORNICE AT 51DINGS (10:12) SCALE: 3/4'=1' 3-24.' LVL's SET BOTTOM AT 9T.5" A.F.F. vERIFY WITH MANUFACTURER SPECS. BEAM SUPPORTED BY MIN. (4) CRIFFLE"Z STUDS W/ 2 FULL LENGSTH STUDS AT ENDS RO. 144' WIDE NOTE TO FRAMER: OPENING WIDTH -DETERMINES CRIPPLES UNDER HEADER UP TO S' _ 2 CRIPPLES 8TO 12' • 3 CRIPPLES I2' TO W • 4 CRIPPLES 16 TO 20' = 9 CRIPPLES OVER a0' ADD I CRIPPLE FOR EVERY 4' OF LENGTH 121x,5' 5L Ip ING DOOR JNIT � F,4t-llL'T' RCO1`1 SCALE: 1/2"=lI 1,�P� BOX CORNICE AT SIDINGS (&12) SCALE: 3/4'-F A� Ir G3ABLE ROOF OVERHANGS 9 HARDIE FANELINGS/ 51DINGS WALL SCALE: I/a'=1' EPT ON THE JOB CITY OP GRAPEVINE 07/2 1/2026 1:48:41 PM BY: KELLY TAFT TSBPE: 1-3971 TYF ALL CHANGES MUST BE APPROVED. STANDARD DETAILS E. BOX CORNICE ❑ AT SIDING C4:12) SCALE: 3/4'.I' 0 0 L d 0 m I rc x INME 3 ° \ W .—A u - In zw Boas wE.iww � J REVISIONS BRrx LEor£ `.wFR I. Y. 3. 4. �,L WALL SECTION DATE; (5TONE/ BRIGK) 411312b No ECALE DRAWN BYe Exs C4ECK BY: Ex5 PROJECT NO. SPEC. NOTE: THE GENERAL CONTRACTOR AND 'vAaEE? NlIMSE _ ALL SUEOINTRACTI- SHALL REVIEW THE FULL CONTENT OF THE PLANE FOR , DIECREPANCIES AND OMIEEIONE PRIOR TO COMMENCEMENT OF —I LADDER JUNCTION INSULATED THREE -STUD CORNER (CALIFORNIA CORNER) e:�R.oR wcu rare w�Pive w uw.� w ,oe wows \ S.reRbR wa.L wen.ww INTERIOR WALL INTERSECTION OPTION-2 SCALE: NT5 APPROVED FRAMING CONNECTOR OPTION (SINGLE- OR DOUBLE -PLY HEADERS) ENGINEERED WOOD AND LUMBER HEADERS SCALE: NTS =�9"We,P�a�E OPENING IN NON -LOAD - BEARING WALL OPENING IN NON -LOAD -BEARING WALLS SCALE: NTS THREE -STUD CORNERS SCALE: NTS LARGE OPENING SINGLE HEADERS ri.wvov ram. R rvwu,. � / reLo'— ILL ENGINEERED WOOD AND LUMBER HEADERS SCALE: NTS 51NGLE-PLY HEADER �.�PE��LL ✓;�a.��,a����� o.,.,�e.�. E��„�s, �RE�.awTMa.ER ENGINEERED WOOD AND LUMBER HEADERS SCALE: NTS STANDARD DETAILS clr APPR ve91 Jsgs )p ryp,yp�T Ox — 10B 07/21/2026 1:48:48 PM BY: KELLY TAFT TSBPE: 1-3971 ALL CHANGES MUST BE APPROVED. NOTE: THE GENERAL CONTRACTOR AND ON ALL SUBCONTRACTORS SHALL REVIEW THE FULL CONTENT OF THE PLANS FOR DIECREPANGIEB AND OMISSIONS PRIOR TO COMMENCEMENT OF W R< I. 2. 3. 4. 0 13 Ln 0 14 3 9 '1�1r�1 3 X w DATE 4/13/26 EXB CHECK BY: EX5 PROJECT NO. GENERAL CONSTRUCTION NOTES: I. OWNER / CLIENT RESPONSIBILITIES: REFERENCE 15 MADE THROUGHOUT THESE GENERAL NOTES TO RESPONSIBILITIES AND STANDARDS OF CARE TO BE FULFILLED BY THOSE PROVIDING SERVICES IN THE DEVELOPMENT AMC) CONSTRICTION OF THIS PROJECT. OWNER / CLIENT SHALL BE RESPONSIBLE FOR ADHERENCE TO THOSE REQUREMENTS BY THE OWNER, BUILDER, GENERAL CONTRACTOR, SUBCONTRACTORS AND OTHER PROFESSIONAL CONSULTANTS NOT RETAINED BY THE DESIGNER 2. PERMIT SET: THI6 SET OF PLANS 15 SUFFICIENT TO OBTAIN BUILDING PERMIT, HOWEVER ALL MATERIALS AND METHODS OF CONSTRUCTION NECESSARY TO COMPLETE THE PROJECT ARE NOT NECESSARILY DESCRIBED. THE PLANS DELINEATE AND DESCRIBE ONLY LOCATIONS DIMEN51ON5, TYPES OF MATERIALS AND GENERAL METHODS OF ASSEMBLING OR FASTENING. SPECIFICATION OF PARTICULAR PRODUCTS OR MATERIALS IS TO BE COORDINATED BT THE CONTRACTOR AND APPROVED BY THE OWNER THE IMPLEMENTATION OF THESE PLANS REQUIRES AN OWNER / CLIENT / CONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE APPLICABLE BUILDING CODES AND METHODS OF CONSTRUCTION SPECIFIC TO THIS PRODUCT TYPE AND TYPE OF CONSTRUCTION. 3. BUILDING MAINTENANCE: THE EXPOSED MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT WILL DETERIORATE AS THE COMPLETED PROJECT AGES UNLESS PROPERLY AND ROUTINELY MAINTAINED. THE OWNER / CLIENT / CONTRACTOR SHALL PROVIDE OR CAUSE THE DEVELOPMENT OF A PLAN TO KEEP THESE EXPOSED MATERIALS PROTECTED AND MAINTAINED THROUGH COMPLETION OF THIS PROJECT. 4. ALL CONSTRUCTION SHALL COMPLY WITH THE MOST STRINGENT REQUIREMENTS OF ALL CURRENT APPLICABLE CITY, COUNTY, STATE AND FEDERAL LAWS, RULES, CODES, ORDINANCES AND REGULATIONS. IF THE GENERAL CONTRACTOR OR ANY SUBCONTRACTOR PERFORMS ANY WORK IN CONFLICT WITH THE ABOVE MENTIONED LAWS, RULES, CODES, ORDINANCES AND REGULATIONS, THEN THE CONTRACTOR IN VIOLATION SHALL BEAR ALL COSTS OF REPAIR ARISING OUT OF THE NON -CONFORMING WORK. S. PERMITS: THE GENERAL BUILDING PERMIT AND PLAN CHECK SHALL BE SECURED AND PAID FOR BY THE OWNER / CLIENT. ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. 6. NAMED PRODUCTS: THE DESIGNER MAKES NO GUARANTEE FOR THE PRODUCTS IDENTIFIED BY TRADE NAME OR MANUFACTURER T. SCOPE: THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FUR415H ALL LABOR, EQUIPMENT AND MATERIAL INDICATED ON THE PLANS AND REASONABLY INFERRED OR REQUIRED BY THE APPLICABLE CODES. e. 6UBSTITUTION: THE GENERAL CONTRACTOR AND ANY SUBCONTRACTORS SHALL NOT MAKE ANY STRUCTURAL SUBSTITUTIONS OR CHANGES WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER S. CHANGES: ANY ADDITION, DELETION OR CHANGE IN THE SCOPE OF THE WORK DESCRIBED BY THE PLANS SHALL BE BY WRITTEN CHANGE ORDER ONLY. ANY APPROVAL FROM THE BUILDING OFFICIAL FOR A CHANGE IN THE WORK SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 10. INTENTION: THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL LABOR MATERIALS, EQUIPMENT AND TRANSPORTATION SHALL BE INCLUDED IN THE WORK FOR THE COMPLETE EXECUTION OF THE PROJECT. THE DESIGNER SHALL NOT BE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION. II. REVIEW OF DRAWINGS: THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIEW THE FULL CONTENT OF THE PLANS FOR DISCREPANCIES AND OMISSIONS PRIOR TO COMMENCEMENT OF WORK THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ANY WORK NOT IN CONFORMANCE WITH THE PLANS OR IN CONFLICT WITH ANY CODE. 12. USE OF DRAWINGS. DIMENSIONS TAKE PRECEDENCE OVER SCALED MEASUREMENTS. DETAILS AND SECTIONS ON THE DRAWINGS ARE 514OUN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. DETAILS NOTED 'TYPICAL' IMPLY ALL LIKE CONDITIONS TREATED SIMILARLY, UNLESS NOTED OTHERWISE. THE BUILDING DETAILS SHOWN ARE INTENDED TO FURTHER ILLUSTRATE THE VISUAL DESIGN CONCEPT AND THE MINIMUM RECOMMENDED WEATHER PROTECTION FOR THE PROJECT. BUILDING CODE REQUIREMENTS, STRUCTURAL CONSIDERATIONS, TRADE ASSOCIATION MANUAL5 AND PUBLICATIONS AND PRODUCT MANUFACTURER'S WRITTEN INSTRUCTIONS 5HALL ALSO BE CONSIDERED IN ORDER TO COMPLETE THE CONSTRUCTION OF THE DETAILS, AND IN SOME CASES MAY SUPERSEDE THE DETAILS. 13. APPROVED DRAWINGS: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK BETWEEN THE DIFFERENT SUBCONTRACTORS AND REQUIRING ALL SUBCONTRACTORS TO USE THE MOST CURRENT BUILDING DEPARTMENT APPROVED SET OF CONSTRUCTION PLANS 14. CLEAN UP: ALL TRADES SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR WORK SUBCONTRACTORS SHALL REMOVE ALL RUBBISH, TOOLS, SCAFFOLD INC, AND SURPLUS MATERIALS AND LEAVE THE JOB IN BROOM -GLEAN CONDITION. ALL FIXTURES, EQUIPMENT GLAZING, FLOORS, ETC., SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. 15. STORAGE OF MATERIALS: THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR STORING THE MATERIALS ON THE SIT ACCORDING TO MATERIAL SUPPLIER'S OR MANUFACTURER'S INSTRUCTIONS. THE MATERIALS SHALL BE KEPT SECURE AND PROTECTED FROM MOISTURE, PESTS, AND VANDALS. ANY L056 ARISING OUT OF MATERIALS STORED AT THE NITS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTORS WHO STORED THE DAMAGE OR LOST MATERIALS. 16. THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK WITH MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ALL NECESSARY OPENINGS AND PENETRATIONS THROUGH WALLS. CEILINGS AND FLOORS. IT. THE GENERAL CONTRACTOR SHALL VERIFY ALL PROJECT SITE CONDITIONS AND RELATED DIMENIONS. ROUGH CARPENTRY I. FRAMING: A STUD WALLS PER APPLICABLE BUILDING CODE. FULL HEIGHT WALLS SHALL HAVE CONTINUOUS STUDS FROM BOTTOM TO TOP PLATE. B. CEILING JOISTS: PER APPLICABLE BUILDING CODE. USE SOLID BRIDGING. C. BACKING: PROVIDE BACKING AT ALL PENDANT OR SURFACE -MOUNTED ELECTRICAL FIXTURES, RAILS, GRAB BARS, BATH ACCESSORIES, ETC. D. FIRE STOPPING: PER APPLICABLE BUILDING CODE. E. STUD WALLS: PER APPLICABLE BUILDING CODE. ALL STUDS TO HAVE FULL BEARING ON PLATE. ALL STUDS TO BE IS' O.G. UNLESS NOTED OTHERWISE. STUDS TO BE SIZED PER REQUIREMENTS OF BUILDING CODE. F. USE CONTINUOUS, FULL HEIGHT STUDS IN ACCORDANCE WITH THE HIGHEST STANDARD OF CONSTRUCTION AND FRAMING PRACTICES. G. ALL ANGLED WALLS TO BE 45 DEGREES UNLESS NOTED OTHERWISE, H. BUILT UP ROOFS, WATERPROOF BALCONY DECKS AND EXTERIOR HORIZONTAL AREAS ARE TO FRAMED WITH SLOPE TO ENSURE WATER DRAINAGE WITHOUT PONDING. I. PROVIDE CRICKETS AS INDICATED AND AS NECESSARY FOR PROPER WATER DRAINAGE AND TO REDIRECT CHANNELED OR RUNOFF WATER AWAY FROM VERTICAL 5UWACE6. J. PROVIDE BLOCKING WHERE REQUIRED TO PROVIDE UNIFORM SURFACES WHERE FLUSH JOIST5 AND BEAMS ARE DIFFERENT DEPTI45. K USE MITERED JOINTS AT FASCIA SPLICES, L. ALL DIMENSIONS ARE GIVEN TO CENTER OF FRAMING, UNLESS OTHERWISE NOTED. FLOOR PLAN NOTES 1. ALL GAS OR WOOD -BURNING FIREPLACES WITHIN A DWELLING UNIT SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE AND LOCAL AMENDMENTS. 2. SMOKE DETECTORS SHALL BE INSTALLED AT LOCATIONS REQUIRED BY THE INTERNATIONAL RESIDENTIAL CODE AND SHALL RECEIVE THEIR PRIMARY POWER FROM BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACK UP. 3. UNDER NO CIRCUMSTANCES IS THE USE OF WATER RESISTANT GYP. BD. 'GREEN BOARD' AS BACKING FOR TILE OR WALL PANELS IN ANY POTENTIALLY °WET' AREA TO BE USED. USE ONLY PANELS RATED FOR MOISTURE 4 MOLD RE5ISTANCE. 5HOWER STALLS SHALL BE FURNISHED WITH A HARD, NON ABSORBENT MATERIAL. 4. PROVIDE A MINIMUM 30'x22' ATTIC ACCE55 OPENING WITH A MINIMUM HEADROOM CLEARANCE OF 30' WHEN MECHANICAL EQUIPMENT 15 INSTALLED IN THE ATTIC SPACE. THE OPENING SHALL BE LOCATED IN A HALLWAY, CORRIDOR OR OTHER READILY ACCESSIBLE LOCATION PER THE INTERNATIONAL RESIDENTIAL CODE. 5. WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST DISPLACEMENT. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER i AND LOWER j OF ITS VERTICAL DIMENSION. AT THE LOWER POINT MAINTAIN A MIN OF 4' CLEARANCE ABOVE THE WATERHEATER CONTROLS. 6. GAS WATER HEATERS AND FURNACES SHALL BE LOCATED ON A RIGID RAISED PLATFORM A MINIMUM OF 16' HIGH. T. SAFETY GLAZING TO BE PROVIDED AT THE FOLLOWING AREAS: A. SLIDING OR SWINGING DOORS B. TUB AND OR SHOWER ENCLOSURES AND GLAZING IN WALLS LESS THAN 60' ABOVE THE STANDING SURFACE OF TUBS OR SHOWERS. C. GLAZING WITHIN 24' OF THE SWING OF A DOOR D. GLAZING IN WALLS ENCLOSING STAIRWAY LANDINGS OR WITHIN 5' OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF GLA55 I5 LESS THAN 60' ABOVE THE WALKING SUS�-ACE. E. GLAZING WITHIN IS' OF THE FLOOR F. ANY INDIVIDUAL PANE GREATER THAN 5 SOFT. ELECTRICAL NOTES I. ALL CONVENIENCE OUTLETS WITH SWITCHES TO BE SWITCHED AT TOP ONLY. 2. ALL SWITCHES TO BE 4'-6' ABOVE FINISH FLOOR TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED, 5, ALL CONVENIENCE OUTLETS ARE 1'-0' ABOVE FINISH FLOOR TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. EXCEPTION - LOCATE CONVENIENCE OUTLETS HORIZONTALLY UNDER WINDOWS 4' ABOVE FINISHED FLOOR 4. ALL BRACKET FIXTURES TO BE AT 6'-6' ABOVE FINISH FLOOR TO CENTER OF FIXTURE. 5. SMOKE DETECTORS SHALL BE LOCATED WITHIN 12' OF THE HIGHEST POINT ON THE CEILINC, 6. VERIFY LOCATION OF ALL RECEPTACLES FOR APPLIANCES WITH MANUFACTURER'S SPECIFICATIONS. T. ELECTRICAL OUTLET BOXES TO BE SEPARATED A MAXIMUM OF lT-O' AND ARE TO COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL CODES. ELECTRICAL OUTLET BOXES TO BE SEPARATED 24° HORIZONTALLY ON ALL PARTY WALLS. GF.I. CIRCUIT TO BE PROVIDED AT ALL LOCATIONS WHERE REOWRED BY CODE. DEMOLITION / CONSTRUCTION NOTES I. THE INTENT OF THE DEMOLITION PLANS 15 TO SHOW THE GENERAL NATURE OF THE DEMOLITION SCOPE. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR VISITING THE JOB SITE AND VERIFYING THE EXISTING CONDITIONS < DIMENSIONS. THE GENERAL CONTRACTOR SHOULD NOTIFY SIGNATURE DESIGN STUDIO IMMEDIATELY OF ANY DISCREPANCIES. 2. COORDINATE AND VERIFY WITH THE OWNER ALL ITEMS TO BE SALVAGED PRIOR TO DEMOLITION. 3. GENERAL CONTRACTOR 15 TO MAINTAIN A SEPARATION BETWEEN AREAS WITHIN THE SCOPE OF WORK AND AREAS OUTSIDE OF THE SCOPE OF WORK. 4. CAUSE NO DAMAGE TO EXISTING CONSTRUCTION TO REMAIN. TAKE CARE NOT TO ENCROACH ON ADJACENT OCCUPIED AREAS OR AREAS NOT WITHIN THE SCOPE OF WORK PROTECT ALL EXISTING FINISHES, DOORS, FRAMES, ETC. WHICH AREA TO REMAIN. 5. USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO ADJACENT AREAS. 6. CONDUCT DEMOLITION OPERATIONS 4 THE REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH STREETS, WALKS, 4 OTHER ADJACENT OCCUPIED OR USED FACILITIES, COMPLY WITH LOCAL JURISDICTION REQUIREMENTS FOR RECYCLING AND TREATMENT OF ITEMS TO BE RECYCLED. T. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS LEGALLY OFF THE SITE. COMPLY WITH ALL LOCAL HAULING 4 DISPOSAL REOUIREMENTS. S. EXURB STUDIO HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON JOBSITE. THE CONTRACTOR SHALL IMMEDIATELY ISOLATE THE AFFECTED AREA IF ASBESTOS OR OTHER HAZARDOUS MATERIAL ARE DISCOVERED DURING CONSTRUCTION. NOTIFY OWNER FOR FURTHER INSTRUCTION BEFORE PROCEEDING WITH OTHER WORK. 9. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. 10. UPON COMPLETION, CLEAN THE ENTIRE AREA OF DEMOLITION TO A TIDY, UNIFORM CONDITION REMOVING ALL DEBRIS, DUST PARTITIONS 4 ASSOCIATED MATERIALS USED DURING THE DEMOLITION. CLEAN ALL AREAS IMPACTED BY THE DEMOLITION, INCLUDING BUT NOT LIMITED TO, ADJACENT OCCUPIED AREAS AND AREAS NOT WITHIN THE SCOPE OF WORK. II. COMPLY WITH ALL STANDARD LOCAL, NATIONAL, STATE AND FEDERAL SAFETY REQUIREMENTS FOR DEMOLITION/CONSTRUCTION. 12. THE INTENT OF THE5E DRAWINGS HEREIN 15 TO REPRESENT A COMPLETE WORKING SYSTEM. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL COMPONENTS NECESSARY TO PROVIDE THE DESIGN INTENT, WHETHER SHOWN OR NOT ON THE DRAWINGS. GENERAL NOTES 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 DISCREPANCY, ERROR AND/OR OMISSION, IF FOUND, IS TO BE BROUGHT IMMEDIATELY TO THE ATTENTION of THE DESIG_ . BEFORE ANY CONSTRICTION, WORK, OR PURCHASES ARE iAs an NOTE: ALL CODES, ORDINANCES, AND REQUIREMENTS - - �En ---- IN FEDERAL, STATE, AND LOCAL - TAKE PRECEDENCE OVE, AKVxe_T wT of oa zoxixe PART OF THESE DRAWINGS WHICH MAY CONFLICT WITH TH +E .-NA... AGENCIES, RULES, AND/OR REGULATIONS AND MUST BE ADHERED TO BEFORE AND DURING CONSTRUCTION. C-AP-VEo auxs To eE KEPT ox TxE Noe THESE PLANS AND THEIR USE ARE THE PROPERTY OF SITE aTnu nitres, 'EXURB STUDIO' AND ARE NOT TO BE REPRODUCED, USED FOR CONSTRUCTION, TRACED, OR REED 07/21/2026 1:48:56 PM WITHOUT THE WRITTEN PERMISSION FROM 'EXURB STUDIO'. BY: KELLY TAFT TSBPE: 1-3971 NOTE: THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIEW THE STANDARD CONSTRUCTION NOTES DIS CONTENT OF THE PLANS FOR FU L CONTENT O AND O -AN5 N5 PRIOR TO COMMENCEMENT OF WORK DATE, 4A3126 DRAWN BY: Ex5 CHECK BY. EX9 PROJECT NO. x SPEC. a14F'eT N� ur A& (tv) ,_r4-T q-T-41- I t6 pBL 9 BIBEK SHAKYA ...................... 135656 10/22/24 0 Consolidated REINFORCEMENT I%FlRM REG. NO F-103t sm. v Txe�oe NOTES ♦rtinsEs THEI£NGTHSOFFI-ONG 07 2112026 150 14 PM MEMBERS GMEN ISA BY KELLYTAFTTSSPE. I-3971 11E ENT BEUSEO FOR COST O MFTION PURPOBEUOONLY umrzmnrr•vnmawx VENIFIEO PRIORTO O CONGTRUCIION. PLAN NOTES: REVISION NOTES 1 ALL COMONOFTNSHALL CONFORM TOTHEREQUIREMENTS Of THE 2U- EDITION OF THE INTERNATIONAL TO THE REQUIREMENTS GORE z. DESIGN IS —COMPOSITION SHINGLE OR METAL ROOF. b6 RAFTERS G - 2EILING FRAMING PLAN 3. GEILING JOISTS SHALL BE 24 ON CENTER UNLESS NOTED D/ 1/4 I SHEET OTHERWISE 10 22 2 4. REFERENCEFRAMINGNOTES SHEETFOR AOOITIONALREQUIREMENTS, 1 e , V- S5.0 6. NO STORAGE ALLOWED IN ATTIC(U.N O.) EXGEPT IN HATCHED AREA � N S JOB NNE6ERDFW24-OT73 3381T) BAIT) 9 BIBEK SHAKYA ...................... 135656 10/22/24 0 Consolidated REINFORCEMENT TX FlRM REG. NO F-103t cm Hre•Tau rnei NOTES THELENGTHSOFFI-ONG DILLY 026 1TAFT T PM MEMBE0.4 GNEII ISA SP BV. KELLY TATT TSRPE 13971 sHwln BE USEOFOR COST D MFTOBES ONLY VERIFIED L"C"PRIOR TO OULO BE ueaeneeawaewaraFxer PLAN NOTES: eLL�,I..:E,�wFn CONGTRUCTN)N. REVISION NOTES 1 ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE - - 2(121 EDITION OF THE INTERNATIONAL RESIDENHAL CODE _ - z. DESIGN IS —COMPOSITION SHINGLE OR METAL ROOF. - - - z�mRAFTERSN - 2W RR CEILING FRAMNG LW 3. CEILING JOISTS SHALL BE 3x6 �24"ON CENTER UNLESS NOTED U 10 22 14 SHEET OTHERWISE - S5.1 4. REFERENCEFRAMINGNOTES SHEET FOR ADDITIONALREQUIREMENT& I e V- 5. NO STORAGE ALLOWED IN ATTIC(U.N 0) EXCEPT IN HATCHED AREA ��� N S JOB NUMDERDFW24-DI]] 9 BIBEK SHAKYA ...................... 135656 10/22/24 0 Consolidated REINFORCEMENT TX FlRM REG. NO F-103t NOTES THELENGTHSOFFI-ONG 0Tt21r2028150.43PM MEMBER.4GNEIIISA By KELLV TAFf TSBPE-39]tFNTFRC� Srrouln SE USED FOR COST O MATIONPURPOBE OULO BE nsursvwcwvraanr VERIFIED PRIOR TO CONBTRUCTN)N. PLAN NOTES: REVISION NOTES 1 ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE - - 20_L1 EDITION OF THE INTERNATIONAL RESIOENHAL CODE - z. DESIGN IS FQRA COMPOSITION SHINGLE OR METAL ROOF. - - - b6 RAFTERS G - ROOF FRAMING 3. CEILING JOISTS SHALL BE 3x6 @24"ON CENTER UNLESS NOTED U 10122124 SHEET OTHERWISE - S5.2 4. REFERENCE FRAMING NOTES SHEET FOR ADDITIONAL REQUIREMENTS. 1 e V- 5. NO STORAGE ALLOWED IN ATTIC(U.N 0) EXCEPT IN HATCHED AREA JOB NUMBERDTN24-OTT] SEcsEAARCHIn owocsF' no PaFSH�OEAT°OHIxc 1z SEEARCH'L Dw F�SOFFm A 1�000NG O TODMEGG LA®2@OCUP3 T0'O Da2xc®NERHANG 2OC s'ovETaTANc 1 L_J I m DODGLE P1ATE � I� CEILING ICIST SEE —N, BLOC.NO I 3, SECTION 'Re'PLYWOOD ROOFSIfrAT=_ 11 NO 11 IT FOR SOFFOE11TrAIIS ' Elu { SEEP µJOIST, L— waoD GERM, SEEPIAN SECTION WALLSHFAIHWG PLAN ` DOUBLE CEILING JOIST INTEENEGATEWLIBLEPLATEAT T CENwING FRMAING. ECEILING SEE AGCIL ARCHL FINIGLI — SE ®1 GCiO RCOF Ml5 SECTION �'G.T FAT GET —AT NOTE - �. EILCEILING —IN. I NOTE4 NOTE4 — _CKL_�S.�PIATESTOPSWELOEO 4 ,s3—U.- \\yVl✓,/ TOANCLE ®x4'O.C. LOCn`TE DIHECRYOHTOP 6U� ROOFPITCHGGEATERTIMNT.12 OF ONSinucnON T oRE THAN 12 tx ROOF MT OF ROOF EACH SIUDRSi RPFfERTO OECMI 6MOZ) /(S1D63'zs' liNPIE PAFIERS 1AG SCREWS ATTACHED TO /PEROPWALL STUD WALL �) f A RAFTER Wl2-10tl — ."S ®1r G.C. SUPPORT OF MASONRY VENEER ABOVE ROOF SECTION %e'FEYW000 ARSEE �EE 2 _ ROOF SHEATHING � SEE FLAN FDasoE"FFDETALSi r WALL SHFAJHlGI„S `OOIIBI£TOP PV.TE STUDS ®16" O C. AacHt FINKNI FEE SECTION CEILING JOLvr/ /yJ NG J LOIST �E�'e NOTES 1 KNEE BRACES SHALL BESAMEOIMENSIONAL MZE 2 KNEE3FF E$WHb L BnNAl4�TO THE SIDE OF ®tr O.c. S AT CFJLING JOISTS, PROYIOE 4.10B FACE NAILS FROM EACH SIDE BETWEEN RAFTER AND CEIUNc jOICT S11 KNEE BRACE CONNECTION DETAIL VEHEEN TIE STUD WALL ONRY VENEER WNOOBLED STLO.D O6 GY OilfrRS ATTACHED TO MD WHH FPSIENEl4S — LARGER WHAI4 RAPIER FtxiTWO - XCEEDCS.t2 CNEWS@tr OC 'Xe'ROOFDECK t/'WALLSNFATHING ROOF FRAMING 2'0%4• we sclTEws®+roc. - SUPPORT OF MASONRY VENEER ABOVE ROOF SECTION FOR SOFFIOETNL51 LIG/ P1AN MASON c.NOw s SEE n'J \`Stw513 tr OC. —IN SEEPLA4 L6x4x36 BEARMGmEL H ENO BOLT TO WOOD HEADER UNOEA ENO OF HEADER W2 PROV OE4 ROUX®t'oC SEYONO(IVP.I '""I=FIAINT SECTION OF T BIBEK SHAKYA ....................... 'Q•, 135656 _ Q 05/18/23 '10.1,4Q`lC,4 13INlO�n� QiLi9T WNW CRITEXASO- -. 13EG. NO F-4031 C� CZ_ NG LL LL J Q U_ } ui W I'^ U) J DORMER FRAMING DETAIL Q HEADER STONE VENEER LOWABLESIANS FOR LINTELS MORTM JOINT �� Gq,; VENEE li ONCHEs) IIOOxx ui 0 LOSE UNNTEL i , .. LLl< x3xY LOOSE- SELTINI LL I NOTES. I 1 MAsoxar vENEEasILALL NOTsuPPORT ANrvERTIDALLDAo on 2. PRONOE MINIMUM 47—ING AT`=HTEAD OF THE OPENING c�uR — wawMo —AllRovc�tw^zurloe ar Px REVISION NOTES A= REM90N TO NOTES B.1 AC S PROVIDE ONEANGLE FAT EACHL'NOMIWLWYTHE OF VENEER 4 LOxO LEG OFANCLT stwLL GE P1xE0 LNTTTE VERncu POsmo 07/21/20261.50:50 PM 5. s11EL UNIELS SHPll BESHOPCOATEDW IARUST4NTIL1ITNE: COJro td{-✓OTi fLTL �DIxTi RROSIGN GSTMITGTETLORSELTRFATEDWITH TECOATIW I—AKDECORROSIONRESSTANCE UAIt SBiEE OS SCCALEALE 56,0 6. IF SPANEXCEEDSALLOWABLESPANLIST£DINTABLE.USEASOLI DLI<a�L IszW�� x LOOSE LIM EMIFn- D�L By o M NFO.TYPICAL r OFF 1V' 3PLLY OF lY' a� DF ly: w� n� PLT� F} G2ROW5 OF1oe NAILS@12.00. OFf dNABS@S'O.0 S,M,.NM.GR,OC DOLTS @ 170 C. MULTIPLE MEMBER CONNECTION DETAIL SIMPEOR SOS(TYP.I PFF REFLEPENCEHANGER SCHEDULE mP) I1"=.T N=as11 3Howx E-VMS SUPPORTING MENEOUIREDATTNEEACK 2 •�� n SIDEOFTHEOEPM. 22CK1 BRACE NAILED W13-1 W NMLS (STOTPIa TOBOaTH �gLYW000W lWLS FROM EEACH SIDE AS SHOWN DS TOTMI 4.Z.—a BONE PALILCE P n7BERS HIP/VALLEY/RIDGE SPLICE DETAIL �1Sa-RytA FACHSDE ISITOTMI RAFTER P' REFERE REFERErvCE PUx xcE PUN SDFFBACK PER FRAMNG NOTES FRAMING NOTES TYPICAL SIDE LOADED LVL 8-SCREW CONNECTION DETAIL `ram RAFTER SPLICE AT PURLIN & IX1EN0R SlU0 WALL TIP ORSTUDWALL %e'PLYW000 BYTRUSSMANIIFACTURER WALLSHENTNIN. %• PLYWOOD YRPL—D OORDE PER TRUSS wu°snEnm�iLc�' ' MnxurncnWERGRI�o15T tvl O BRIW ItNE@TOP PLATE DR.I- MPNUFACTURER 05T CON,DOUBLETOPAPLATE R FLOOR TRUSS SECTIONS =Ds TYP —ER 14LI IN 1-1 SECRETOFSNED FWACUTITT WULSN NI-00o OR PLAN SHEATHWG H SEEMPNUFACTLTPER FASIERINWGAR. AND - SECURED OUBLETOPPLATE IN EDIPER TILE R— TION OF THEIRC3 AUCK— THE LOCAL >a NN-11—DFOR a BRACE w. =� lW EA CORNER ke"PLYW000OR OSB 47zoCFDRlrWW N \ TTARENT ATSTUOEDGE S GRi FACE SECURE TG STUDS \@ NNLINGPERTnW.IIN RCI \ -TEDFIMILECAL \ ON RO OF SmuciURE \@ SIMPSONRP5135TRAP. SNOYM GNAYED \ -URE —TUDs WRH F C Mm v ATEa Ne'SHEATHWG� \ V LH 0 NAIIS AT EACH END CIXTNFR. NTWRCGF FOPPl. � 6ELON G DWBLE TOP PLATE \ BRADW C FOUNDATTION PERSPECTIVE ROOF OPENING ELEVATION PER PL.w RYPI FILL ALL HOLES W/ 15E NABS") . COLUMN-. SIMPSON nG nT MIDSPAN RSm ) 66 COLUMN —SON ACS AT MIDSPPN a ACEBNLORNERsmPI PENTRIU°DRVPCOLUMN BEAM TO COLUMN CONNECTION (TOP) DETAIL TRE4 C&%lE0 OLUMN lED axe COLUMN FASTEN WIT4--F.U—.IYII MPSONABW 4OR—I ROUGN SO SIMPN ABWSSZ FOF�ORnsxssRz R- ON IN—Cov.VONIIJ-1K 0—)='GHaTKvnNGGLT3 COLUMN BASE CONNECTION DETAIL CHIMNEY FRAMING DETAIL BOROM PLATE pON10n0 BEARING WALL 62X eLLLEE- RU55E5 BELON 'PL WOOD FLOOR DECKING @2—C. .BLOCKING FLOORTRUSSES PATULL-1. ABovE PARALLEL TRUSS/WALL DETAIL o- WOOD SEMI, OMTOPOFBEMI TOPIATE'COINEOF REF PUry w�IF CI 31 TOE ' FORD ADDRION Mm D7121IM26T1:5107PMTW em VTNT 11/1/171 ARING BEAM BRACING DETA — —. OF BIBEK SHAKYA ....................... Wit. 135656 - :,? 05/18/23 0 WLWYYYKY litNTOtCeLBNT WNW CRITE%AS.COM TX FIRMREG. NO F-1031 CZ NG LL LL J Q U } ui W I U) J Q H w 0 REVISION NOTES MfIDfil pENNp1 TO NOTES Y2XSH °� a i3 za scALE S6.1 oETaLI�D:T�ILM FACE MOUNT HANGER SCHEDULE SIMP�APACTTY MEMBER PRODUCT QGS) NUMBER GTO �. 11 L115218G THISz-LA loll eaB I z-zm, z-2M U.- M. Al I'l, ME 2-,.15z11 LVL, 2-115K,&LVL HGANDO 11. 1 2-1 i5x18 LVLRGUSA14 10100 �B2 b2nB, b2a�12 HH 104 GMI b1T5XH62ALVL RGDS)25'tA 11 I- LVL BRUDS t- TBlS SO HANGER z,e I35Lne - SNs 2nB.2.1z Issvela SNA 21M, 2-2A8 SUIbL62 lim aa1B s._ 'WHERE HISFOOTNOTEISREFERENCEDONTREPLAN.USE THE FOLLOWWGSIMPSONGHONG-ORNE�NT�AAE S SELECTED FROM HE TABLE A80VEAWHEN HE FOLLOWING FALE SONEWIL COMPATIBLE HANGER SELECTANEEQ VALENT ORSHONGER NT(SUPPORTING) E MOUNT SIDE— BEAM NUMBER OF PUE6 RES SCREWS REOUIRER. X31?SO 'PLY 1/I %B'SDS STRUCTURAL NOTES THESE STRUCTURAL 1-11F V.LL -1 UT 1 OTHER W LSE COTED ON PIAANNSDETALS. HECONIRACTORSINLL VERIFY ALT NALL TMENSIOMS, NEW ANDlON EXISTING, AND SHALL COORDINATE ALL STRUCTURAL PLANS AND DETAILS WITH ARCHITECTURAL DRAWINGS BEFEBRE OF BISCREPPN IPWORT O THESTRINEER WCASTE TNEREAREA GGATD NOTEGTHE MORE STDNGENT R�UTINANAL RESMGO �RNC. E-11 NOTION CF HE HIP STRUCTURALSTEEL I. HOT ROLLED STRUCTNRA STEEL -ES SHALL CONFORM TO ASTM SPECIFICATION A992, GRADE 5UALLSTRUCT. 2 SPECf1UATIURALIT. GRAD EBGSHALLCONFORMTOASTM a_ SmucHRASTFEL MswvFs, sswAPEs. cIIANNELs.,wGLLs. PIAES TANDBARSSHALLCONFORMTO ASTM SPECIFICARONAT6 UNLESS OTHERWISE SHOWN OR NOTED OTHER W LSE. A. ALL ROUND, SQUARE AND RECTARGUTAR NOLLOW STRUCTURAL SHAPES msS) SHALL CONFORM TO ASTIA AS A. GRADE B. 5. ALL STRUCTUM STEEL PIPE SHALL CONFORM TO ASTM SPECIFICATION A53. GRADE B. _ ALLANCHO0. ROBSSHALLCONFORMTOASTMSPECIFlCARONF1551. GRADE 65. T MEIrscrEO, FABFR- AND CDRD INAC EP C AMLCONSHUCRONEANDTHESTEELFOLGTE INSTIHTE S HEAVYHEX UNLESS OTHERWISE SHOWN OR NOTER, PUNISH IY� HEAVY RES CARBON -STEEL NUTS PER SAN ASB3 AND HARDENED TIONG IN . FOR GO ASTM AUG 10 UNLESST OERWISE INDICATED ON PFLANG WTHWTSPLICES DFI 11 BEEN QU�AAIFIEO AND CERTIFIED TO MARE HE REQUIRED WELDS W IATESTAMERTHI ICAN WE(DINO SOCFTYSIX MONTHSINSPECAACC�FIG ONSAW 5 ED 1. 12. WELL FILER METAL SHALL BE EiOX%ELECHOOES. UNLESS OLD SIBBE SPECITEO MWSHAU. BE 1� INCH FNLETT WEFT UNLESS OTHERWISE NOTED STEEL JOISTS SHALL BE FABRICATED IN ACCORDANCE WITH AW S. Dt 1. 13_ FMCRON CONNECTOBSSHALLBEPROWDEDINORDENTO PROPERLY ALIGN AND BE TRUE AND PLUMB WHEN WELDS AM MADE 14SHOP DFAWBINGS SHALL SE PREPARED FOR ALL STTGCTU AND SUBMITTED FOR REVIEW BY ENGINEER ENGINEERING STEEL DONSW RAWINGS SHALL NOT SE REPRODUCED AND USED AS SHOP 15 AULCOMPI. EIEPEtNERUR Al10NOFAQ11AlWEILESBOBIOPANDRISDO.JFIEDTEBRNG�L LABOGENGBEUFN RATORY INSPECTOR RV 16. THE FAR TABS F 0= COMVLI ETI�EPEIa=HAMTOTIWL➢S. AND FXIFNIION t DANCEWITIISTEELSTRUCTIMFSPANTTLNG CWNCIL(SSPC) SP 1 SOLVENF CLEANING, 18 MOP IN CONCRETE ANRA0.EAT0 M WELDED, WITH 5 MIL COAL OF EDGED PHTTSBURGH PPG PTT-GUMD PHIMERAND3 MIL COAT OfPPG PIRTHEARE FOLGNTO BEFECTEDWOWNERL 1 ALLSIEELB BBWEIDIRTSETCILEWITUA-SERAFTHFLOPITHE EAR TBSHALL AFTH NSIDER[W MATEH HIEWID HEBEAM_ CONK OFTIENALLERSHALLMATCHTHEW G OFHEBEAMAND BE EF WTMIN'OTB1a60.35CREW3 BY SIMPSIXJ EVERT 6.ON FLOOR FRAMING 1 UNLESS NOTED OTHERWISE, ALL LUMBER SHALL BE MERCY MARKED SOHNt1ERN PINE IG BY THE SPIB FULL DEPTH SOLD BLOCKNGORCONTINUWSRIMBOARD. WHERE THE FACEMWST HANGERSCHEDIItE SE AILWGER SPECIFlEOIN 3 PROVIDE A MINIMUM OF I OF BEARING FOR ALL JOISTS z FRAMKNG IS USED. PROWDE FULLDEPH BLDCIOYG OR BRIDGING AT IF ON CENTER MAXIMUM 5 _ FLOOR DECKING BHALL BE 3N'MINIMUMTWCKIIESS, TONGUE AND GROOVE. RATED FoRHESPACInBEF NE SUPPORTING JOISTS. IF ATE%TERK)R DECKS.CONTRACTORSHALLPROVIDETREATED LUM BER OR FULLY WEATNERPRGOF ALLFRAMING NEMGERS. IF FLOOR eFAMSARETO aE DESIGNED BY oHERs. THE DESIGNER S O VERIFYT�T�vSSUU�PPOR�TmRECRI RGBFD�WALLS WALL FRAMING h6 �2f 0D. 2W ®tZOC. 2a6@8'OO 2W @16'OC. 2.5@OC. -@IT6'O.C. @w 2oc z6@N'OC.11 rt@iZOOGC. 2rt@e'IBA WNLSGHALL BE CAPPED W(HA0011BLETOP PLATE INTERSECTIONS WITH BEARING PMTITHGMG AND INTERMEDIATE PLATE LINE UNLESS DETM ED OTHERWISE ONTACT IN CONCRETEMUSTBEPRESSURE TR ATEOAND SHALL BEANCHOREOTOTHECONCRETEBYHE FOLLO'MNGMEHO05. PtATE3: 12' p1AMETFRaT' EMBEDMEM BOLTS WIH ON -AT B4.ON LESTER MAX, OR NASA, BY SINPSON ATE-F WASHERS AT 6 'ON CENTEDIAMETER R 6 OFDMAF Q BOLE LONG) BY HILT' @ 86 ON CENTER MPX TIE CONTINUOUS DOABLE TOP PLATE MAY BE INTERRUPTED IF NEEDED TO INSTALL THE SPECIFIED HEADER. IF THE TOP PLATE IS AT FACHU ENO VAN 31LA12'Y0.036'GAVAN¢EO STEEL PLATE EWNHFADED (12)IN NALLS AT EACH SIDE OF THE JOINT CEILING FRAMING 1 LIBLESS SBUTHERNTED O2BYTIE5. ALL LUMBER SHALL BE CLEARLY MARKED PIN2 UNLESS NOTED OER.WBE, CEILING JOISTS SHALL BE 26 @ 24' ON UMtSBEARINGATT EEr a &LLNEAR, DRE METAL .IO"ITSOIST AS INDICATED IN THFRAME INTOE FACE MgIST HANGER3CHEWE. HANGERS WHERE HE JOISTS ARE -OR2 IZ BLOCN NG IS REQUIRED AT ALL IAL S BRIDGING 0 OR METAL) OR OFFTPTNUOUS14 UR BY 34NEH WOOD INTERVALS NOT EXCEEDING $ FEET FOUC.12 =NRG. PROWDE FURL DEPTH BLOCIGRG AT INTERVALG NOT EXCEEDING 8 FEET. 6 WHERE..NG JOISTS AREB�THE TOP OF THIN WALL WILD iU,l BLOCKING AT � ON PARALIELNANONBEMMG WALL CENTER ROOF AND RAFTERS T =W NOTEJG OTHERWISE LL MARKED ALL LUMBER SHABE CLEANLY MARD NINE IN G FCR COMPOSRION SHINGLE OR METAL ROOFS IS DESIGNED ASSUMING HE ROOFING MATERIAL WEIGHT A MAXIMUM6 PSF ED 3. FRAMING FOR TILE ROOFSISDESIGNEDASSUMWGHE0.00FMG WDEBLOCKINGBEKWEEKRAFTEPSATESTERIORWALLS FOR GOP61ROVII0E LLDEPHBLOCKONGORBfUDGINGATSA ONCFNTE0. OOF &MCI NG SHALL BE IN BTALLEO SUCH HAT HE SLOPE � HE RACE IS BETWEEN VERTICAL AND l DEGREES PR STUDS BELOW HE BRACE WHERE THE SHAVE IS SUPPORTED By WALL IF THE MPoRTNG WLOWTOPROWOEACONPN OUSEXIBLE AT TO THE FOUNDATIONS 6 ADEGUAELT BLOCK WALLS AND BEAMS TO PREVENT ROTATION AND NORQONTA T. BRACES UP TO 6 MAY BE CONSTRUCTED WIN A SINGLE 10 BINGES BECONSTRUCTEDWIIHAASWI H-SiffF-CONTACT MAENGINEER IF LENGTH EXCEEDS 22 B. ROOF DECMNGSH MMINIMUMT16'PLYWOODOROSBATTACHED PER HE FASTENING SCHEDULE. ENGINEERED BEAMS OF BIBEK SHAKYA ....................... 05/18/23 0 Consolidated RZINHORCEMBNT TX FIRM RED NO F-1031 1 LVLBEARSSA,MINATEO ENNEkEERLUMBER)SHALLHAVEAMINIMUM FI. w. r 2 Fb2 (PA2Ps RPLtEL STRAND LUMBER) BRAD. NAVEA MINIMUM Q 3 APB SEAMS SNUBONY PURER BEAM) SHALL HAVE A MINIMUM w Fla3 'L -3 -1W '. I FOR pilsiE�wl /lna` M eilrAsa+x loK BE AM. SBIEAi�iH1THE TOTNEFWNOIFE � WvWRIMB9B9 ININIFH ATION.IHESE HAIL BE TWO Amff""m BEAMS up REVISION NOTES SIDS FOR BFAMSU G&'' °agBs� eili¢B Irllioa IfIDM fSMSL1 5 3ALL EANA HISMALL.NLATER' TBMGFp,AiN.I.,SUo,%vTm tL OAtlEM9i`CL'IBNG'JbfST55 �NG.12 �H3A9ONTHEORAUNNGS. PRPROV�N ��11HHAA M0.8l�IEVAMIS6-FT oa EXCEED HOGS LISTED ADOP�ANB�RIEWIWWANTOEP91N61BFT'GIW 'I,%fWE uAIE 0518 23 S'N(' S6.2 WAAMBIiM€"fFi'@FlilN5V EAMS UNLESS THE ENGINEER ORGIL ILA-ESRuneEAvvAuvTP. A . RAWNR, ADNJC DETNLINFO:iTPICA FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ffEM DESCRIPTION OF NUMBER AND TYPE SPACING AND BUILDING ELEMENTS OF FASTENER LOCATION ROOF %-ed B Ox(z V.0113JOR 1 BLOCKWG BETWEEN CELL INGJOISTS OR OM N(z'A'z0131'I: OR T�NAB RAFTERSTa TOPPwTE 3iaa l)Gxft3".6.till'r °R 3] NNLS Box RM'z 2 CEILING JOISTSTO TOP PLATE 3 �COOXW 012�LL131'I; OR ;1.1a %�NNIS °R 3'z010%� PERJOIST,TGWJL OISTNOTATT EIETO PARAIIELP[SEE IM30VEP t38] 3 1, t6tl L'O (3M'z 0.16r%OR FACE WUL TPBIESECnONG ISNO ss:yBB a3'x6.131'NNLS q NGJOISTATTACHED TO PNLYLEL FTER( L10UT SEE SEcn TABLE RBBis IM) FACE-L R8023.1. R00232 ANDTABLE R66251(9y ((33yy,� (3'a01IS'), 5 RAFTER ORROOF Taus TO PLATE L1 o1910N0NAIlS OR Sz0131'NNt5 TOE NOON GE_ TE91 EOF EACH RAFTER OR TRUSS _ 16e DV.. I—),, OR ROOF RAFTERS TO RIDGE, VALLEY OR IREOMMON(3Yz'x01_e OR OX [J�xI03126]: OR 6ppX1T3J5'xn.13S1:OR TOE Nat 6 TO 6a MINIMUM 2 RIDGE BEAM�FIER COMMON (3X B162}OR ENO NAB x R'z o2un OR vtNSSTG WALI l I U _ c_FACE WVL T PTUDTGMD(NOTATBRACW_E PNELS) 10e BO%(3'z01�;OR 3'z0131'NALS O.E. ME ME sTroSAT a t%.S13FYOR P cnNcwALL tro.c. FACE NAB 8 IN CORNERS(AT BRACED WALL PANELS) i6x oi31 N 6tl COMMON IS W. 0.16r) ACE WVL BIJBT-UPHFAOER(r TOr HEAOERWIIR ( x IrOC EACHEp EFALENNL 9 Y3•SPACER) t6tl BO%13X'z0 f35) I— 1A11EDGEFACEWM1 s.Se BOX ("W.. 1131; OR 10 CONTWOG AOERTOSTU° Ba COMMON(2 W. 01311. OR O%(3'z012n TOENALL O I3.' 6Y) -OC MENAIL 11 TOPPIATETOTOPPwTF US BOX 012T) OR it C, FACE HALL (3X'z 01TENNL IT1QCOMMON OR FAC EAC ONHSIDEOF 12 DOE LE TOP PLATE SPLICE BO%(J)y'z 013sk OR ENDJOWT�TM OR 0.131"NNLs EL EACH SIDE Of NDJOBaTI aMMON(3X'x016r1 "OC_FACENAL 13 —EO WALL RANE431C BiOT ATT 3z4O31XNAL4: 1-114 12'OC. FACENNL 14 TE RVOOPONJETs a(oJCJOIic(n BRACED 1 uox (3 Ye"xa 135'I ,OR 3EACH,c OC FACE N.1 (3)f'z O 1 2EACH 16' OG FACE NaL 3NNI3 aEACH IE O.C. FACE HNL alga l]oxaX'.0EGN.auz oa 3t6a acx TsA'xBtsl: oR ONRaz0OR TOENAIL d1 N SO%(3"x012BT:OR 15 TOP ORBOTTOMRLT TO3TU0 1-MILS 35'I:OR SIX - oN PXe'z0,Srx OR ENp NAB BOX (Y x 0.12"' ON 16 TOP TcaarvFas nrvO Box1(3 BLtz67;aR F CSIVONDIF, OR ACE NaL PRSECTIONs - 33' NN SR14'x }8° BOX3G,tY1:OR 17 1 BRACETOEACHSTUDANDIuTE oMMON:8. 2-10L B0%(]'xgX' OR131'%OR.12H).FACE NNL 2 STAPLES 1 v.' O%( Tr 113T, OR M (2 h'xo,31-1 OR TOE Na 33 x 0131' RMLS12� � 16 JBISiiO31LL, TOP PLATE OR GIRDER BL KNG TO —leaeox Ra'x673T roGroE xNL I 19 SILL OR TOP PwTEO(ROOF Ba OMMON RYz"x0.t31'), OR PLlunOxs xs) NINE i0 l(3�o.g28^Y Oa o.c rOE waL 3aa I3Ox RM'x0 ttY). IN 2D t'z6'SUBFL00R OR LESS EACH JOIST CoRX'z0131T: OR O%(3'�z 012d), OR FACE NAIL 23TM1E5. 1' CROWN, I6 A- f ;:•LONG I FLOOR I 21 su�LOOR TO JasTOR GIRDER ztsa mMia3orvx613ry aeaW.x Btsr) eLWOANp FACE NaL - 22 rPLNaxs lPwrvKB BEArn-FTaaas aooFl 316e 6tl COMMON Box 1316"x6 nsT; as 2-1D7Fx0f6r1 AT EAcx eEARNMEc. E rvaL 3-164 C1XMON Y.'xO t6r1; 00. 23 BAND O0. RIM JOISTTOJOIST 3'xU 128�IX3 4Yx013(1'NaIS,OR END WILL <-Yx U Ila STAPtfS. %f0' CROWN 24 LUMBER wYEP3 AND BEAM5.2UILH REFERENCE OETaLK 416tl BO%(3X"z0H3YI:OR 25 LEDG.MSTRIP PslrvPoanxc arils as aifia co x[a 15"x Btcrl: oR FACE NAB oR Iv�FTER. eoz(3°x0 t2a6 ua %3'x0.131'NNLS 26 BRIOGWGTO JOIST 2-10tl a'x0.126T EACH ENO, TOE WILL DESCRIPTION OF NUMBER AND TYPE SPACING OF FASTENERS ITEM EDCEs RMEpIAre BUILDING ELEMENTS OF FASTENER (WCHES) suPPO(tT y BNcxEsl ( JOOD STRUCTURAL PANELS, SU6f_OOR ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING [SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING 70 WALL FRAMING 27 Ye'-h' eeION— a. B113li3t^INAB(suBRoolt wAli) Mxa R)6'x a wML IROOFI 26eeco,axox RA'x6 i31T 29 116'-,Ya' Ba a14'xout•)oEroRMED NNL ,2 � E�WAL16 L SHEATHINL ��OAAp 1)f'GLLVANQEO ROOFING NAIL'%e'HEAD � SHEATHINULOSICF G RALCELL.OR1 CROWN STAPLE ..tY." 3 6 � 1GALVANI2Ep ROOFING Na4 Fe%e'HLONG M 31 �'ggRB0�N203HEA1HING OSIC DIAMETER. U7/21YL0261.5126 PM BY. KELLY TAFF TSDPE--.1-3Br1 t)F tiir `�• •;h9aA BIBEK SHAKYA ....................... _ 05/18/23 Consolidated [[INHOIC[LBNT T%FlRM REG NO F-1031 ui REVISION NOTES (ram ISMRp1 ro BOTEs 6.z Ac °nle SHEE OS 1523 s,A S6.3 PRAWN BY ADAN c pEraLINFO:TYPICAL Consolidated MMMM�O RVINFOECEIIENTM, October 22,7024 Maykus Custom Homes P.O. Box 92747 Southlake, TX 76092 Re: 2958 Kosse Court (Lot 81 Block 1) Dove Station Grapevine, TX To Whom it May Concern: The foundation for the above referenced project was designed using current engineering ies practices and site -specific geotechuical data, The dalEdition gn and/orlspecificth a recommendations set forth by the Past -Tensioning Institute (PTn in the 2021 International Residential Code. Geotechn eial information used for the design is as follows: Geotechnical Lab: EWI Report #: BC241347 Report Date: 02/24 Allowable Bearing Capacity: 1500 PSF Please contact us if you have any questions. Sincerely, .ALAN ,MLIMLY 81471 07/21/2026 1'. 51.33 PM Alan Golightly, PP BY', KELLY TAFT TSBPE. 1-3971 F-4031 .— T .«o<.,ae— DALLASIFT. WORTH BELTOMYE'MYLE AIISTIN Blvd 5. eBSX SAN ANTONIO 464 adeo TX 7 TX 78070 4329 clay Ave Haltom Cu, TX 76117 (3801 Avenue K 2016 76 78728 BaltaIl, TX 76513 u gpiin8 utano4 p. (2 L0) 657-2741 P- (817) 577-9444 f (917) 577-9949 A tshn,Tx P. (254) 939-0888 P. (512) 251-1044 E (254) 939-0923 f. (2l0)657-0i64 f (512)251-0681 Foundation Maintenance and Care for Homeowners Your new home has been constructed using a concrete slab -on -grade foundation. This is the most used type of foundation system in Texas. This type of foundation can be reinforced with conventional mild steel reinforcing, post- tensioned tendons, or a combination of the two. Most builders in the area use post- tensioning, along with some conventional reinforcing. All slab -on -grade f. ,..nWLL..., affigned to sit on top of the ground and float or flex with movement in the bearing soils. The foundations are built with a certain amount of rigidity; however, they we allowed by norma _.,i�b_ r._...._ .__y .✓e! __. �..d bend a certain amount Typically, f randatiou...e., i iUl, a..,.., ..,a by some change in the bearing soils beneath and directly surrounding the house. The most critical "changeable" factor in the sub-gmde soils is the moisture content. This is hnportant because most of the clay soils in the Central Texas area are "active", that is, they have an electromagnetic attraction for water and swell or heave upward when they can absorb water. On the other hand, these clays shrink and subside when they become dry. Thus, it is said that to stabilize and control the movement of clay soils, it is necessary to control their access to water. If tl., —U.,i&, _✓.._.: under the foundation is maintained in a stable condition, the foundation itself will tend to be more stable, and deflection or cracking in the walls of the home should be minimized. When a home is constructed, the moisture content of the soil beneath the foundation is fairly uniform and evenly distributed. The slab foundation acts as a hd or covering, and protects and stabilizes it, except at the edges. Around the edges, swelling or subsidence can take place, depending upon envuonmental influences. If the soil outside the found_ � _ L._s/_1_ ,.,, .... — coot well - drained, rainwater, sprinkler water or other irrigation water may puddle and slowly saturate the adjacent soil under the foundation. The saturated sod will swell and heave upward, causing "edge lift". On the other hand, mfwatering is neglected, and the soil is exposed to summer sun and hot breezes, the soil will dry out, shrink, crack visibly, and subside, causing "edge drop" or "center lift". Either of these conditions may progress to the point where the foundation of the home is deflected, and the frame structure above is distorted and develops severe cracking. It is important that as a homeowner you realize that your foundation is more than just inert, passive concrete and steel. It is an element that will respond to changing conditions, and it needs understanding and maintenance if it is going to give satisfactory service. The following we several recommended procedures, which will be helpful in this regard: 1) Be certain that the yard around the house slopes may from the foundation. Any standing or pending water next to the foundation ....,:�� ................_ry soil and foundation movement. Be sure the builder has sloped the yard for good drainage and that all drainage swales are working. A 5 % slope is now recommended by the International Residential Code. (5 % equals a 6-inch drop in 10 feet) 2) Even and consistent watering should be performed regularly and increased during dry or "drought" periods. Watering should be done around all sides of the home. If a sprinkler system is installed, it should water the entire perimeter. Zoning the system is recommended where over -saturation might otherwise occur along various portions of the home. During dry periods and if it is intended to water only the foundation, a soaker hose laid approximately 18" from the foundation can be allowed to drip moisture slowly into the sods several hours a week. This procedure has been used successfully. (How much water is enough? The answer is that soil should be damp to the touch and should be able to be squeezed into a ball, which will retain its shape. If the soil is land or dusty or cracked, it is too dry. If it is saturated or "squishy", it is too wet.) 3) Trees and shrubs can absorb large quantities of water and their root systems can und.....:in. _ . .ation. It is typically recommended that new trees be planted more than 1/2 the canopy width of the mature tree may from the foundation, but no closer than 20 feet. Existing trees adjacent to the foundation should be removed. The larger the tree, the greater the threat. Deep planter beds filled with absorbent planter mix soils should not be placed adjacent to the foundation. 4) It is recommended that you check for leaky hose bibs and au coadinoner condensation drainpipes which could induce localized water into the sub -grade 5) Gutters can typically be used to help prevent roof -run-off from dumping concentrated quantities ofv te{,jdNNl��AoT&,w� entrant areas and roof valley locations. Homes with gainers should have downspout extensions and s a should be cleaned regularly. The splash blocks should not direct the flow into planter beds. 6) Be aware that alterations and improvements such as new landscaping, addition, pools, decks, smdew ste., ca eP m drainage patterns of your home and could induce problems if area drainage is not properly addresscd Note cbmgaia t 51 ire Pm surrounding of adjacent lots since additional water could be directed at your residence. BY KELLY TAFT TSEPE. 1-3911 ANY DROPS AD.0 M IN THE TIED) TO AN O1 ALL HEIGHT 6REAIER VAN 18' WILL REOURE RE— PLANS. DO NOT SET FOAM OFF OF FOUNDATION PLANS. STRAND SCHEDULE ewssr mmxw dC ovan� � OV21I20261 5141 PM BY-'LLY TAFT TSBPE. 13971 , r eAearewneu Rwrsxwr J eY A1.�HAl�e.l:rRE.PPRrnTn rorus Z GwT EWI Repel NP. HC3d]Sdi Dem: N26 RB DT-= 1500 ptl 3k Etl. TmVu7 T1M=) Y�1Ut) n"le�) :s ALAN 1...i r" 81/71 C E< IFS o'q 10/07/24 age Conmiliddted I i 1S I N 101C i M II NT � Intci c aO.�e�.�oax.lo�+emx IX FIR. RE. NO. 1-1 �.�eF.u>Exoa..�muieuar `h O H m d E 0 m =- x w b ! U, s g� e 440 W N o s w� 08 Yi 0 r S Y J _ NN N Z N A O CONCRETE INFO � � Q U wwNE 55 'A+Ds r o � Q< W W 1 d TNT. FCdTAQ: 313 Ir -TWTAOE 21Z A. AREA: 2209 ff BEAM NOTE 10. C� c�W mm�PN mrteu mlem ®rn �1_Iw o REVISION NOTES 9� FOUNDATION PLAN � € lD o7 za SHEET sca E S1.0 .,NO SLOPE ExIERIOR YZ" DESIGN AND SPECIFICATIONS F AV FROM -C' .Q••...4 SO.ING, TV, _ SLOPEE%IERIOR - amensk EazrL nn avcpux 1Q• . GRADEAWAYaGM _ NAB NDGN _ a ro �namaPxareePr — IABTENOON uai PII. BRAB reponaJJ WRI, IRCeMACI111.1 ••••••••••' •. BUBDING, ttP z reports J, a cRaoe Ew—OM Txe sxewnkaPPllret,m rnr mksPeefi<mado.. usemmk ALAN GRIGH LY _ - OPE ExrERLOR d�woo ror omn Rc oemaeaP•e o La BL�DING ttP. �owna a 9sare nitlnwns awm9xk �FL 8I471 Q- VAPOR IvaI7eR nR ER H VAPOR IuoR—GIE mbe noaatwagmT e L wax xre c �`��� SIABTENOON F LL SIAB lENoON re w F�po BIAB IEIeOON m 3000 pmmzB days AedllaeewM calwm UmdM an o8/28/24 owE ORTwo re m oNE ORTwO m m � i ONEORTwo 3 A maven wax. nsiu sbw is G, so..pt NO _ a . BEAMTENOONS £ o ET P—ON z<� ° BEAR TENDONS Gneacw are owx4 rare etl REF PLAN REF PLAN REF PLAN - a �3 . - _ _ �kxe x mrederoBMOA finer Consolidated B_ mmm,almbe,>;DOTmatlxaeenr.ax nng. RllNF0RCZMNffT GPM N'DlH BEAM WIOPI REF P DTH �a prwrlo TIt DRMREO NO F-10JI Law �Remn.e an eyelanm�ana tnpsi nlmp ens O EXTERIOR BEAM WITH BRICK LEDGE ya rn O EXTERIOR BEAM WITHOUT BRICK LEDGER -I� �\ EXTERIOR BEAM WITH BRICK LEDGE 8 CURB o o m em�I i roiu a'm aaxan mau x sane sc 1�/JI scuEy IDS/i scuE va I ' Ia aa, mat .m w.IA°;n:nmemlaa�naa�a.eler.mmina al;e" z s--GON a I - rsueTFxooN �a'I'wnxipa m�mVI:mm ,naY ay O iym ame heengamm. ba Nanw wmtm Pr lna m.wre Z ....... emeewme ceaeemlalr.-nr mxerela saes nn W GRA➢E AS-GFRL n ° SLOPE E>tT o mmt]i tlM1sa lmo_d �.GAB 1f11NB ttP_ VAPOR HAiR ER �'. o own sLAaTExoox R s �LL IN sua TENoox a �f x a ocONr. N eIa �$p w,a p .4 • ONCE OR TWO z� — —.or— ORNE'=DO s au_ \, • J+SS BOTT. COM. S aMae mnveaM debar xYP sane dete6a. DEAN TENOCNS er of Pecor Y ( _PLaVI EFL. PIS II: s�wtnoae een9tn nlz00o P%nrau to to dar,. °J �0 7�Zo M espeoa Ma.am somas mm Q X. TR�>✓Y� •` \ aS _i. be a ma by Nebonee0an i. ma ertMeeda Plate marLT.aMIltlmp.ersims. antlbndletlgas. U ognpxy, see tlelalk. _ a6 RpPI Ill eonmga tSNa Eea eek oi�aea� �AIpIH REF pmyyTM m~ �H7olH 1B. WameP�oofin9 on walk bellow geed mn enroueimeeaom rm } anaesmna hwn bonore otms roaun mfimab�kprea.. ADO yY�Ie ® EXTERIOR BEAM AT GARAGE ENTRY EXTERIOR BEAM WITH CURB EXTERIOR BEAM WITH BRICK LEDGE u IB can: n vewg snei eei e�cm menmo,Acl Jos and scAJe. Jrr=ra• scALe. Jaa=rc scAE Jr- paw..m•eanmeenersi.n�memmfieb veam.ma dlACl Jos _ sa men sawed aey. w SL EPE Ei7 "- c BNILOLNG, rsue roloow RE imp z- .TOP CONT oc gm I[ o i< ay zmzeoTr. cover. p FILL MATERIAL w H®riot vERi qll pltM� �III�F �m ya In m�eteonteal In erpw�r��geruWa W@Iio.e.LbH¢ geaeAnlea imo�eeM or nei a� V) SLOPE E%rERlgt The mamrull mall xaeat land1-1pssigme N.4 Breve J r sIABTENIMIN 'O Bo0➢M— �s1AB TBlDON a. NlnxMnum.nd--p�vlW-ONeve.aa0%mi0%ea F• - Emm rel EAMw E Mw EXTEF21OR BEAM WITHOUT BRICK LEDGE _ r-0 TYPICAL INTERIOR BEAM �" a —�L em a®yeeuK a comps o D•ee o manman aa o r W .'� e•I19ma1 k to MLtaJYOmNxmokpWre um: t Q vAPOP BARRIER u� ray VAPOR BARRIE(i--oa��iwea M SLABTENDON o'a� f�4 oe.amc Vow'' n d10A IxxN1SP4�IeWz,Pa REVISION NOTES —oxE ORTw s¢ l!c oNEORTwOTTE.r<u.a•a. s110 15 Pnent-.Bm REF. PIANO ' REF. PIAN IXiS n 9 UELLY]AFTTSBP PM • maal mad By KELLV TAFTTBBPE-I-3911 o THE CONTRA C ] • UAIE SHEE vYmTx DIMENSIONS, . JD BFR81l4ED6P9"w%"*a"• OS ., 34 REF. PLAN (DO NOT SET RMSwaFiF t I� �.�dAN.) SCALE S2.O EXTERIOR BEAM SEF DETAL � scALr=Jar - I v 9 STEM WALL WITH BRICK LEDGE scuE va = I 0 SEE BEAM NOTES ON PAGE ONE FOR BEAM DEPTH A, OR-- ANY ADDITIONAL BEAM REINFORCEMENT DETALINFOttPICK(—S) SIAB TENDON IAIX1B� a IFB B'1 rBBROPEx°Em � B„3,°DEEP BEAM REINFORCING CHART � WALL (W)WALL BARS BARS EMBED ITENT (E) HEIGHT THICKNESS (A) (B) SOIL / ROCK ........... o >TOr• r ALAN GRIGH LY FRL BTOF' 8I471 WORM R VOMRffR W@tz Q- CENS; SIABTENOON TO iB tY K@4T K@16' �� / •• . >,STO id p6@lr t5®16 Y N8/28/24 DNEORIWO NO BEAM REOUWm / 0FAM 14�1H WCORNER INTERIOR DROP UP TO 18" - 10GRaW°�R"� BUILDING.Consolidated TYP II . RNINFORCEMSNT L I FlRM REG NO F- Ul e• —• —_---_ _� C a a ® a fix) " • U / •VVAROR:R �, �I" RENN0EM�ENT. PM DESKI Z zxsrs°Wi«BS" S®tB'o.c. Q LLJ • ° e - m I• J n nzo U)i EPIM— ' pNTIENUERD°i 17 N+1 ONE OR TVIO o P0.0FHE OF (N1 BARRIER FOR IR vOmTN e p EUA BEroro EXTERIOR BEAM UP TO 4' 0" �^`'�, mE°ME °Em swEs °F REF.Pwu aEF. Pax ® REF. Pax 12 WITH DROP BRICK LEDGE euM uMTExBorvs - s . BEAM ROOT BARRIER DETAIL 0 (TO BE u DRAPED BEAM DETAIL 16 sEO FORmEES WTrRIx nox _ 11�,._,.a. m,g �S� xDDx Fs Q STAB flAR6� BPIOKlEOGE A U .rsmP) �wT ° - _ VAPBRBARRIER CL i �� L UP TmOONS • ! SLAITQlOON. IAe®tVFRT.—_ ° OPHO- nO11P1 m , <• ' ,ly o m \"\"\" _ m \ WM'ATER BTO ,I NRYUANVEXE ° wrWnTFnsioP�, �: AA// VA�/' MaeR -cirtOE BY M uPS i°� Foume nnoa T .t«E,o I'.I tadaxr sEAAwrt V /> // /A/ _ .. < 0]I21I2026 �.52 PM \ \ \ \\ GWNEIR PER 3Bt5 ° \ BY KELLY °O TAET�BPE I3971 /�\//�/� IRC Raa6z MASRYLE / src��W EAM TENDON VAPOx eAR FlLL a. , �3� 45\.. i'\\/\\/\\" W ERE REO'0� awimW.wsmuniw� � . � \ • /`/\//\ �✓/\� MM IB'BEEP iJ/� ..®arsm w,r MIM ��m600d62R0�� A INS— Eu—Tl Ro NdiE.TI� OMRIED IFDitOP BFAMLREOURim T PERFORA IN TOr dGV FT-/ WRAP MFRTER CLOTK / ° POCIv- 1i-7J/ 1 , INTERIOR DROP OVER 18" z \\ \; NCIXUlER eta' w \I\\. •f'//\/%` <'PERFBRATEO BRaN GRanE AWAY moM I t ®aeO.c. µcx...Resl,.,sr eE.ov. TO DAYNONr- T'T 2 " c— r MINIMUM SLOPE YA'11 G>, T I A REVISION NOTES 'C'r �cwwwwFR N ( \ MI. vERnca. aza ORREBARPER � ° �� �� .� � .d • I, , • � �! 1Ap SPLICE �• PoclrEr.,z:Ir �6�' BEnM wmrx �. �� os ze za SHEE.. SCALE J2.1 REF. (.'XART ff 14 DETAIL @ 48" TO 10' DROPPED SLAB s aE a =1 a 15 EXTERIOR DEEP BEAM REINFORCING DETAIL DRAWa B - uae yr=ra• J �j scaE..rA =, s DETaLIMFO.TTMC& (Baum) Single Family House Energy Report 071211202fi 1 53 03 PM BY KELLYTAFTTSBPE 1-3971 AXGeSM111eAePpW1 Project Details 11 % Above Project Name: 2878 Code Builder Name: Maykus Custom Homes Builder Phone: 817-991-8781 Builder Email: eason@maykus.com This single family residential project was found to be in compliance with the performance measures described in the 2018 IECC as calculated by the Energy Address: 2958 Kosse Ct Systems Laboratory, a division of the Texas A&M Engineering Experiment Station City: GRAPEVINE using IC3 version 4.9.1 County: TARRANT Zip: 76051 Certificate : 1392062 Date Issued: I ENERGY SYSTEMS LABORATORY 5/7/2026 .�.E.S TEXAS A&M ENGINEERING EXPERIMENT STATION Notes: The values produced aregenerated by the DOE-2 building energyanalysis program. Thesevalues da notconstitutea guarantee ofactual energyusage by ESL orTEES. IC3 performs the hourly annual energy calculanon in accordance with the Intemational Energy Conservation Code Section R405, Simulated Performance Alternative. IC3 does not address the adequacy ofthe sizing of the heating/ Emissions Reduction cooling system. NOx: 1 lbs. Sox: 0 lbs. Authorized Signature: CO2e: 1209 lbs. I��:::f.°"""'..�"`on` Version 4.9.1 Copyright 2026 Energy Systems Laboretory 2878 Page 104 Project Information General h—berof Bedrooms: 4 Wall Cavity Insulation: A. 19 Wall Continuous insulation: R. 0 Orientation: North West Windows SHGC: 0.22 U-F.-,: 0.34 Roof CladdingType: C.Fn,.ate5hingk Radiant Earn- N, Sealed Attic: Yes Raoflnsulation: R- 38 Attic Area: 1977 Cathedral Ceiling Area: 0 Flat Roof Area: 0 Wall Area Neatto Anlc: 0 Foundation Foundati-Type: Slab on Grade Foundation lnsuWith: R-0 A/C SEER: 17 SEER2: N/A Tannage: 7ol) Structural Ettedor Finish: Fibrous Cement Br Stud Type: 2,6 Stud Spaang: 36 Mechanical Blower DoorT— 3 V..U.tion Type: Supply Only Ventilation Pate: 132.65 Ventilation OP-111: 12 Fan Power. 19 Fraction Outslde:0 D-Tightness Teat: 115.12 Supply Duct Insulation: R- 0 Return Dart Insulation: R- 0 Heating Heating Type: Natural Gas Heating EHicienry: DR AFUE Water Heater Water Heater Type: Tankless NGas Energy effclency: 0.82 EF Tank Site: N/A Burner Capacity: N/A First Hoar Rating: N/A Gallons Per Min: N/A Floor 1 Fl—Area: 1726 Floor Wall Height: 10 Franc Side Length: 44 Front Side Window Area: 44 Front Side Shading: 12 Back Side Length: 44 Back Sitle Window Area: 216 Back Side Shading: 12 Floor 2 Floor Area: 1152 Flaar Wall Height 9 Front Side Length: 42 Front Side Window Area: 66 Front Side Shading: 12 Bark Side Length: 42 Back Side Window Area: 0 Back Side Shading: 12 Right Sitle length: 60 Right Side Window Area: 22 Right Sid, Shading: 12 Left Side Length: 60 Left Side Window Area: 83 Left Side Shading: 12 Area over Uncondhioned: 251 Insulation aver UncandH —al Space:R. 19 Right Side Length: 41 Right Side Window Area: 32 Right Side Shading: 12 left Side Length: 41 Left Side Window Area: 42 Left Side Shading: 12 ary noun Ve=Inu T ues axe 07/21/2026 1 53.10 PM BY_K LLY TAFT TSBPE: 1-3971 1\rF�: u�a°"""'aa�"tanr Version 4.9.1 Copyright 2026 Energy Systems Laboratory 2878 Page 2 of Estimated Annual Energy Usage Proposed Peak Electric Demand: 3.5 Proposed Total Area Lights: 1319 Energy Usage Category Proposed Design Standard Reference Gas (therms) Electric (kWh) Gas (therms) Electric (kWh) Pumps and Miscellaneous 0 88 0 88 Ventilation Fans 0 1070 0 1238 Mechanical Ventilation 0 82 0 208 Space Cooling 0 2814 0 3019 Space Heating 337 0 339 0 Domestic Hot Water 125 0 178 0 Site Energy 460 4054 520 4553 ' Conversion factors: Site to source factor: 3.16 for electric or 1.1 for natural gas (IECC 2015 R405.3) <�.•oo ..�_ �a Unit: 1 MMStu = 10 therms or 1 MMBtu = 293.1 kWh nE•..«,wE: 07l21120261:53: 17 PM By: KELLVTAFr TSBPE 1-3971 I3:...`s`` Version 4.9.1 Copyright 2026 Energy Systems Laboratory 287E Page 3of4 Disclaimer The International Code Compliance Calculator (IC3) software and accompanying documentation are developed and maintained by the Energy Systems Laboratory (ESL) at the Texas A&M Engineering Experiment Station. The IC3 tool is provided as a free public service to support energy code compliance for residential buildings in Texas. However, the ESL makes no warranties, express or Implied, regarding the accuracy, completeness, reliability, or suitability of the software or manual for any particular purpose. Use of the IC3 software and any data or reports generated by it is at the user's sole risk. The ESL, Texas A&M University System, and its affiliates shall not be held liable for any direct, indirect, incidental, or consequential damage arising from the use of this software or reliance on the information it provides. Users are responsible for verifying that all project data and outputs meet applicable local, state, and federal code requirements. This software is intended to assist in evaluating residential energy performance based on standardized inputs. It does not replace the need for professional design services, engineering judgment, or review by local building officials. Users are strongly encouraged to consult the appropriate authority having jurisdiction (AHJ) to ensure full compliance with current energy codes. 01121/20261.53 22 PM By. KELLYTAF TSBPE 13971 10::W ,"`�` Version 4.9.1 Copyright 2026 Energy Systems Laboratory 2878 Page 4 of RECEIVED: 07/10/2026 26-002562 2958 KOSSE CT NEW SINGLE FAMILY RESIDENCE _ -O" 40'-0" 52.00' r— _ -----------� e c o Im' UTILI TY_EASEMENT — J ❑ a BAY WINI>C� 15' REAR Z u. o I —d L 1 n I BAY WINpOW I - TERR i +BAY WINDOW M 3 13 I _ z S SITE DATA CHART 61 1 LOT 8 1 I III LOT 51ZE 5,13E SOFT 1 1 5138 5Q- FT. Q I — MAX LOT COVERAGE 2026 SOFT. (55%) 011113 ACRE J Lot COVERAGE PROVIDED 2,2OS SQFT. (42.99%) MAX IMPERv10U5 COVERAGE 3,596 SOFT. (Tp%) W I IMPERVIOUS CVG. PROVIDED 2999 50FT. (5055t.) I I a FOR H \ 5 1 T L AN `4 (W m ~ ry� L. 20' BUILDING L INE WALKC83 SQ.FT.J I� C501 I &CALE1/81=,1®I CONCR.PAVER NORTH❑❑ DRIVE8QFTJ m 9 ------ LOT 8 5LOGK 1 i6 lmJTILITY EASEM::NT 0 S n tee, DOVE STATION GRAPEVINE, TEXAS REVISIONS 2. 3. 4. 2e5O KOSSE GOUFT .� r n ., TME.ex m 07121120261:53:40 PM DRBr: BYrXS : KELLY TAFT TSBPE 1-3971 EXS cuEac Br: EXs ensemexnaxwnucwsx..mwAr PROJECT NO- .ucxnxaesnus.een.:novee. SPEC. NOTE: THE GENERAL CONTRADTOR AND SHEET NUMBER ALL 5USODNTRAGTORS SHALL REVIEW THE Lot e FULL GONTNNIS5 THE M156] FOR C `t� DI AND OMI661ONS PRIOR TO J Cd ENCEMENT OF WORK -9 EAGLE METAL The truss designs referenced below have been prepared by me or under my direct supervision based on the truss design criteria and requirements ("design criteria") provided by American Truss Systems. These truss designs are intended for the fabrication of individual building components that will perform to the design criteria provided. Any variance from the design criteria will render the affected truss designs inapplicable. Listed below are the truss designs Included In this package and covered by this seal. job: 2958 Kosse Ct - 1270058 F01, F02A, F02, F03A, F03B, F03C, F03, F04, F05, F06A, F06B, F06, F07, F08, F09, F10, F11, F12A, F12, GT01, GT02 Any location identification is for file reference only. No determination of the appropriateness of design criteria for any specific project has been made in preparing the truss designs. Please refer to individual truss designs for specific design criteria. Parangkumar Bhoranla (TX 153949) My license expiration date for the state of TX is O6/30/2026. IMPORTANT NOTE: The responsibility of the engineer sealing this package, as a Truss Engineer, is solely for design of individual trusses as individual building components based upon design criteria provided by others and set forth in the referenced truss drawings. The truss design criteria for the components have not been verified as appropriate for any particular building, project or use. Adequacy and suitability of design criteria and requirements forth e truss designs for any specific project are the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Empowering great component manufacturers. 1270058 0001/0027 i EAGLE METAL DESIGN NOTES I The Truss Design Drawnpd premed art these Design Nines have been prepared under and are subject o ANSI / ITT 1 publlshea nymaTmSS Plata Iaction, -W 1pinote, Capitalized terms have the meanings pmWded In ANSI / TIN I D, Coplas of cash Truss Dezlgn Drareng 11a11 be farnrsned to me mifichion mmracr.,, Bnllemg Dengue, owner and all persons .charge, ranging l nstalbng, braWg, or ereal, the bussed. DESIGN LIMITATIONS T The Tass Design Drawing is based upon spen6caaars provided by the Belong Designer In accordance With ANSI /TPII Neither the Truss Designer. Eagle, nor an engineer who seals Its design ( f any) assumes any responslbinry to, he adequary or aaura, of spMflrabons promaee by the Bulimic, Dezlgnm a Theeulleing Designers solely re,drallble for the su¢abilTy based upon Me Thus. design Orawmg and F1.11 be mr,a sale for vNewmg and vehryNg mat me Information shown Ism Taneral Conmrmencre w.N me design of the eunemg. -. Eaell Trull Design Ends mg is for the mdlmdual strong entrapments la puesl. A seal on the Truces Dean, E—ITS indicates acceptance of pmff-dritl engineering aeponni solely ear the mami Baal ,cabs 6 Each Truss Design Drawing assumes trusses will be suitably protM.0 ni tna environment HANDLING, INSTALLING, & BRACING y Refer m Building Component Safety Information leeah for handling entailing, restraining and bracing trusses Copies on Association, wxw.idclndusheam p ng shown on earn e, Dr mss Dole, is for lateral support of individual truss components only to reduce buckling lengths. All temporary and permanent bracing Including lacer. To ad and alaior cols bracing are In, responi. rep pechody, of the erector and Build lug Designer. 9. Eagle rs not reim"Ible lot Improper mass fabrlotloq handling, or bracing Ice Compression mordsehall be Wealthy braced by the roof or floor sheadhing. Randy .,bad or have be dins pavlaed at spacing shown. unless noted otherwise. ,`. WMINING, Fanure .follow may rezulter property damage or personaLnlury II Bottom chord candled maong e1,111 be all OR epaang or pi no struebral rated csling is installed. unless road omenvlse is Stra.p.M1ng shall be Installed on all pam11e1 Nord lasses, hydefilrg Booring Sears , to limit flogralon and reduce vibration. Be@r to BCSI-BT. II Neve eyeaea the design leading ahown Never —ad balding or Omer materials on Inadequately braced truss, refer. SC51 14 Concentration of construction loads greater than metleep loads shall not be applied. the trusses at any tlme, refer to ENS. 15 Trusts Sban be handled with am bar m prettier to awld damage Refer to B61 far recommend. and. handling and manden MATERIALS & FABRICATION 16 Lumber medicare mnteot sha11 be 19% or bee at the time of 17 Umber used shall be of the spears and sire, and in all respects, egaal to or better than Net speened. he unless expressly noted Me buss designs are not applicablefor use With fire rerartlam or preeervadve treated lumber. 19. Plares hall be a fired on boL, face, of true, at each joint and embebdeafully Knots and wane atlomtlocabons shall be regulated In accordance with ANSI /TP11. w coon specified plate gauge and grand, Nespedfl. size lsa um zI connealDnshot shownvia the mooTelbET,ofam— us Atlequate support sill be provided to resist gran, lateral and uplift leads In For 6N2 Muss orientation, locate plates 0, 1/16"from outside No edge of Me Vasa ast Fabecatiw of trus shall be In accordance with ANSI I TP11. OTHERNOTES as Camber as a non-stmcmral consmeraaon and Is the respona1b01ry of bus fa cheater to Don or alder any mino or member plate wlthuur prior approval fro . ,..,,,.nal wroncer V Lumber design values are in accortlance with ANSI/TPl 1, lumber design values are by others 1, ficabll,pecln. hangars a, man ufaclu rertecommendatIons SYMBOLS .S. 3Ya. The first dimension isthe width peeper tllcWar to slob semi climate., is rhelength parallel I. slots_ -, 1,, I, Indicates r,.I.d Mason or oR E.rence]dlnr Detain far more Information vC Ga END connectors hall l XS-2DGa Gr mnnecwmrequired Bno-..r.e f e Ga Grto mnicars required 111ERLLBRKINE conemnls rymbol brown, continuous lateral brears, required on Me memmberr of of We truss lSdeE1NG aica[es location wM1ere beatlngs Isupportsl odor h LCCIrTNNe 8ON The plate ,ha lce..t...d joul antlmrplaceI cccortloannce with In, tleslgn arawingrrle ill sole details REFERENCES ,01N51/Ti T Natlonal Deelgnrlandardfar M.' PIah Connected WOW rumadis BCSI: Beaming Cars pone of B Safety Information Guide to Good Pronce for Handlln&Inn llln& Bntralnln&B Bering of Metal plate Connected Want Trus,er MOS Natural Design Speeflotlon for Wei Conztructlon 'EGB: I Opt published by Ne Namatlonal Earn Council .—lcees.are 127MM 00 ] Ameri�'ll Trffl Eml UJ231m PA lob. 295sK Q Hmgtl '12xa 7/039 Dele: 06l1 O 18 281442-4584 fax 281442-SW Pap.: idl $PAN RITYi Qry ML OUR MIN SPAQNO WQfIPLY 11-Sa O/13 ] 000 00a 1 ]Ain (Olin ,IA-0 ,sa Rso 1ta ans 1sa zso 138 ,-60 - 110A S3a 640 788 +oae „SO iV\/' 1 14- 3.R All pimexnfivvn wre Page IDwJemglemismvt +'4'I 3v ay- +1?I 2-F0 a11L R-J9 sso s-ao ase r�emlg� d cs uBoRaeBR v 40 l"BICCClO0.lL Bugcm: M4 in L/A (mi) LIM : 10 RLL OWinL/A (MI) L/L BCLL: 0 RqM 0.a-13) O0in 9 5 LDAL:IWH R.tim 06/1 JT Bre Cnnhi B Wtl "RB Wft MUAa'i hffi UOR MazMWAt511piftM UICUOft M Ul ft Mae Wxiz 14 1 15m- 9 I 15in — 62Rbx l &YP#26z2 BC: &YP#26a2 N S #34.2 p'mism.��l��ie'mrn<+remmeaK+nna�m'n'nex loprenln,na asrel'mpeL��IL�. z) Mi�timwn s+aaee. Ytic I li'4' � rcn �' afyim in �.#'vs wiN Blc 3015 Member Forces vu'.a�ee'mun,.m'®:�se.("�: nwwru®.e+�ua'vm:m�.,'ee.,mc Jc zJ wa (an �1 �s ans TL4 al9 JAu u1➢ 4nPn NBfes D UNxs rcieidl'evieemmo'laiamru�zmmmanpmeew;m.ue�i�rappn armm+nemr .im�B.p)� z)u'�sure..;u YImBm M'(reBww�eD3is'�.a'=:wnam*erer laa'. 3)M(aYimimw��¢(rt(M1isMwains%(Cq=B93) 4)e�aanalaia�mao vmhearweeh+�urLLne. �'awnQemmi maei�m'�a�3Bcra.s Per. s)Ra')pxererwen^PW�limepaulnnmNlnuMl®'S�P ^�°��mm�n'am'nnc 61Armp(awo(IllllFav'ba�ep'EmhrNisw¢a�etys�s. ]IM"&YPtivJshmx� inJe'Maei89�mnay"tlnve�MimaOenerBP®d'i8nvil�nmavrxlwe I.M13 xceuW. zJa aao Tne WT.S&.0911 F.VeWWP L' 1270058 0003/0027 Ama6�TY TruffiF 12 HmsRq'12xa 7/039 Dew: OS 11 BN002 281442-4584 fax 281442-9W Pn)•.z: ldl SPAN PRY}I QI'Y ML om PLY(S) SPAC@ID W /PLY 2300 0/12 4 000 000 1 19.19in 1311% A 1 ] 1-3118 2d0 131-1J 1-6 9D0 lloL 2 frx12 16ID-12 1234 14.4 1P7F12 I&1612 21-1-122340 im¢1 Zrcs d 6- 11sy- aye- 1.I,�i s3�s- 't'-> '%'i 'L'- '#8- 101 10.- 4i3- °ii- +i31 T 4v 2- A A a- 214- 32- 42 4N ift 0.6U 2$Y 1-151 1215 R612 260 2]3 1-613 1-53 2�}8 2-60 1-154 0�60 296 4-11 1.,. B112 1610.12 13 W-1 18UA 18-7-12 214-12 23 All plulen-siervn wb Page IDlmlemglalwislnel L�dtndlFg) Cenerd 6f D ftR L/ (be) Abmd lCll 40 BNgch: IRC ID2v TC: o59 ry-W 049 in L/5}9 21-2z) L/2AB 10 lAl-2➢w Bc- OaaflRZO) WIIL 0,96in L742 QFzz) L]3f9 BCLL: 0 RgI Ya Vffi. 051 az) FNrz'IL 0.(@in 16 BC0. 5 LlobrDAL: IW% R.tim OF TEk Fffi (?ry Unih MV MWAf$UpiftMazC&CllptiR MullnLfl Mae%aiz �prF- JT Bre Cnrehi Bre6 tl. RMIN),n W12. 26 1 6m Im'. 1L12 ft 16 1 fiin 1511m I,Illl tr. MelerislBYPaz 4a2 B 4: 2�SYPx3a.z #3 *.AE S:Leeds,)Ws sM1a'6m�dsiglvalrnlreOlmsmewrmmmnmelopihmmla.wsmmepnea®11mk.2)Mmmmnslmaee.Y CNv414'Imrc hmappEmmaomdsl¢ ffimc3015 � TA 9264 P-264 vc 9� R..) 6x (43Ra)1142 umv gwoy (-12.1.1 in H3V/ ] 1zu 0- (iai qy � a5 u3M k$a/trd 91u 09N (4]��] 13u NP µ.I., - VA`mlal m 9.mMtr1 III '� u.« iurz irize. _ axii m� zazs nan zyw� •I,>�nnI12x a2M Ra � ffitl165 r _23µloy K3p 1.]� 1LL.5P19I LLlz] ;1. b H,��1 w91. IaIS rtYR H,WIN4 iZd Rv6 I,16I Pt YLIe IImF ®P. uI4 (b15mryube (HI1trl 59 ILIRS ISIP2e bYPo RdIl1 X52Yn Nph3 D Ullhs mei ulnvnsed may oratrcarymxslrelbacrphte xstlrvv pnrc}fnrvalfiomeAnficsimiGpallm. 2)Uwis Wawireepnifial6ytllzBuiNIIg�Rv'gle,meaml�akevey IIYfI". J)Theftnmim W aavxfirlM1ie Rmwcs is 596ICq=09� 4)BwW nB Dsigme�9veily.stl(xtlgMo(Newcsatldllrcdai Fxirmeiatdomn®iBCQ.SpsI. 5) Rilkul bMks a 1a61 m atl,aiok vnN }I M 1a61mo xifief¢ 6)Aaaylamcf lSOim'6 ggLalfmWsnucsaatyais. ]1M'SYP'LtrlsMwnmlM'Maeial9mmv}+�aluvelMivallercwSYtOd 16nvahrs OFmlvelure1.2013,wellssL 81 OLzllcvcs nnrzsuvluNlren6rs. T�B WT.Sdi.0911 F.VnWWE L' 1270058 0004/0027 Amaiem TY TruffiF 12A Bms�PA >on 25s Q HmsRq'12xa 7/039 Dale: OS 11 0& m 281442-4584 f. 281442-9W N, Intl SPAN PIIY}I QI'Y ML om PLY(S) SPAC@ID W /PLY 23W 0/12 1 000 000 1 19.19in 3GI% Sap 6"I.8 Zap llon '1-1.12 Zap 1-]9 118 1 & 0 1 I-JU 7d1 2d0 13p 1-1pJ 61-0150 � <DO � S1pL � ]-1-12 � frx12 �16ID-13 1234 156U 16L1 � 16P1 � PF1R 191612 21-1-122340 im¢1 Zme Wd lha 11 - cf- 11441 51 511 a 41.4118 511 11511 `fl 60 71§ I -hai pao 0.0n 2D0 .1 2a12 l-. k1612 2-]d 1S 8-x8 2d0 2. b90 S1p-0 B112 ID-0�0 191E 136< - 10Ud - 18-0-12 E1-1-0E E3d-0 Allpiulex_4ez Wn Ea*ffimenWc,wiwe I�Ig IPg) Cererd C9 WkB fiM l"ICC101LU (be) AS.," Bdgcm: 032Lf8m) LIM : ACID0 2) L10 (22B) LIM BCLL:0 Rq, Ya Vffi. 038(ISIB) Wrz'IL 0(6in 17 BC0. 5 IuobrDAL: IW% R.tim ,1p;.O .. JT Bre Cnrehi Bre6 tl. RMIN),n W12. Fffi Qry Unih MV MNRR$UpiftManC&CllptiR MullnLfl Mae Naiz *5f' } 2Y 1 6m Im'. wilft - - I] 1 fiin 1511m I,Illl tr. Wig ....................... MBW.rlal PPRANGBUAMR BHORANIA .............................. s: SYPR24=2 153949 3S #34.2 •.l..�ENSE * Inds . ..... pThisnlz¢M1a'lamdsigmifixlreeFmsmeW mrmmnei IopsfdMlvnrMW EmYal plus��. M1stm�e YticNv41g+1mrcnhm�y6min ¢wile IRc 391S Nrc eifberFrEA EMTAL PRODUCTS, LLC .111R..)x (4pa)113 zro nvm� � P-9264 FR��1 i4 niR HRsm] 314 NB 45 unb IayPa.] 9l1 I� (4mE9 fo-6 rt1m F1pvlm 11251 H1n10a 1.1 b F38ID h1 IN44 1f121n E,19R _ _ 114f2 q.44Yn E6t1 It2S1 ;56E i¢ Ism um sn4u. m 4� 41� moz ama 19 1136 IJIS IIYI LLR3 pltll m' Hswlm n14 (J/Bl btl 11, 616 Pp ladl µllm R19 f��] >m V��114 p95 ws 545 I. fGPo 141x n191 Npd3 D Unt mei ulemnsed may oratrcaryvucs mTbacrphte xstlrvv pnrc}povalfiomeAnficsimiGp,tllm. 2)Uwis Wawire4paifimbytl�BuiNingRv'gle,meam�akerey IIYfI". 3)Mftnrffim W aavehnM1lc Rmwcs is 396 (Cq=09� 4)BwW n8�igmJwBveily.stl(xtlgM1[o(1Fevucsatldllrcdai Fxirmeiatdomn®i1iCQ.5psI. 5)Rilkul=M l 1 ma apph w. s} M *ms xifief¢ 6)Aaaylamcf lSOim'6 ggLmfmWslmcsaatyus. ]IM'SYP'LtrlslnwnlnlM'Maeial9lmnv}+aluvelMivallercwBPlBd 16nvahrs OFmlvelure1.2013 xaeussL 81 DlrNcvcs nnrzsevluNlren6rs. T1mB WT.Sdiwale0911 F.VeWWP L' 1270058 0005/0027 Amlericm Tl Tru&s M3 Bms�PA > z95 Q HrogRq'12xag 77039 D.ue: OS 11 0&0026 281442-4584 fac 281442-9b4 Pap.: Idl SPAN PICCH QrY OHL OHR PLY(S) SPAC@ W /RIY 14100 0112 9 000 000 1 R19in %11s 61 1E 3S0 p-}g 1.-88 ? 0 118 130 <D0 8-7-9 8L0 1611119 ll 1356 1H60 1 g W P-40 &60 1-6g 1-&9 fig p.6P g}g 060 1.90 530 618 64-0 Y68 128:B 144M A11 pia1e..Eagle IDmJemgfienvigelnel ImmlglPA) Cereral Dei i al. U (be) AGmmd lCll 40 Bdgcc : IXCID2v TC: 7 o31p5) Kn'IL 012in L ozl6) LIM "ICOL: 10 lAl-2➢w Bc. ob9Pzlfi) W1IL DWm L= Oz16) L13f9 BCLL: 0 Rg1M Ya Vffi. om4 lD FNrc'IL OWin 10 BC0. 5 L DAL: IW% Iiearti® JT Bre CnreLi Bre WAN RMBreWNM1 Mult®1 Fffi Qry Unih MV MNRRSUpiftManC&C DPtiR MullnLfl Maef Ig 1 6m IAIm 013 - - IR 1 am 15nm fis2M Material s n a:2 Bc s'ma26.2 3 B #34.2 made p'miseo.��l��lenlrallewm�mnmraw.m��a IopttMlana.wsr<meprv�a®uma�. 2) M1Gltimmn svmFe. Ytic Na4 � hx rcn bm �m in �¢ wiN 82C 3015 Member Forms T um.mmaerelmo naJuaru���mrya.mm.me ]e usv. ��lm�Iv �5 iiis�l ]x 1Dx fen BC m1 111R2 SMYs Ja IIM1 LTK� An 1. t]16 ha 8 m1 1 SNBn 1s11n3 �Iumaaasl mogy�1 wem... 1.116 r P en I�amc a. i'1,7 m - nm1 a1a tmvm, u1x F el NP I)Un'asmauhM1ti 8nmonaNamrymavcmmMaPVemNm Pmrapp v h an is F nm. 2)Un'asdlm ,infiaiby R'eBwW1gDslgie,meamnglakcvy ]MI 3) The yareim m�mfirlM1k tkvr uva 15 s 96ICq=0.4B. a)ewangJlcig�viaove,5.'Irx'eigmnrmem¢v' Ei.cwih& m1 maeiav'mrtr.�lBCIx.s IRr 5)Ritl.nbNlcam6lmatl vetiak vi.N11 W iwk imo (ae fi)A�p6faa' Ifplvss bsn ryglial6rNis wss a�nqus. "11'Ibe"SYP'6�trlslawnin Ne'Mafeial9umrey"tlweiMimislM mv9ffiJesignvah..c0iaziveJme 1, 2013 xceussl .41 OB.FmremmsmtlomllmnMs. TneB WT.SIYI.0911 EaseWWA L' 1270058 0006/0027 Amen�T� Tmas:M3A Bms�PA >on z9s Q Hcualre,'12xa6 77039 D.ue: wliM 06 m 281442-4584 fac 281442-9W Paps: Intl SPAN l=[I QrY tl0. OHM PIY(S) SPAC@ID WQp1PLY 14100 0112 2 0W 000 1 ini9in mlp 610.0 Ni-S NNO 3d0 p}g 1-88 "N N11 1,N 118 61-8 Y60 <D0 8-7-9 8L0 4160 1611d 1356 1H60 1 a&I ON 49 a� 13iq 13<P:S- s.SS- s.d- 4, 0 00 0 W 4'b0 0.90 61-08 R60 ?F8 b90 530 D BO 618 L8 6M NNS 968 121:B 1440.0 All plate, wl eEa*IDmJemgfienvixlnel ImdilglPA) General Cb7 Deft c U (be) Al..d lCll 40 BNgccde: IXCID2v TC: Vu1 Kn9L 0Onin L999 o5-I6) LIM "ICOL: 10 1A1-211w Bc- Q23PIi1S) WILL BWin L= OS'16) L13f9 BCLL: 0 RgI Ya Vffi. 01510,13) FYvc'IL OOl in 11 BC0. 5 Luob 1301. IW% R—ti. 011)191P9 JT Bre CnreLi Bre WAN R Rnw M1 MURaii Fffi Qrv1Aifi MV MNRR51AiftManC&C u11tire Mu unLfi Mae Lkn: � OF )' ? 11 1 Jin 1511m 652M �y: Material .; a 424a2 •••••••••••••••••••••••••• PPf2ANGKUM4R SHOW BC a #1 4a2 w a #3 4.2 % 153949 pinieem��l��ig�ro<11rm�.�m�mI1mI loprelxmma.wa�mepmsa®L1oa�. ACRSiiS 2) Mnimmn sly YticN ,]—rcn 1—appEm ink¢ MLRC 3015 Member Fomav we' ¢mamma�muah a+w u+reae u�mr��„rvrnu<m.me EAO Bh@TAL PRODUCTS, LLC ;s IJ.6]o�fi% nIa 41 Ma ma I P-9264 ec 1-1 uw ®se. is IIZS 11WPa wa 1v1ll 4rcab. wIz ssse.� Iz-11izld�1141 L4WPa I n12V IR ma Y nin tawlm. tsn JA%a ww Rhos 6104. 219 n146 614 Pa F nYL RW W911 nIM IN!!Os 31Y IL13/ (-AI m.I KI) Sd 91M1Pe 11IIHva1 cif 110 ILI511 ]ISRa 4YL LL13/ (-Sb IX) 1)Un'�IminM1mtim,BvmonmycmrymascmTMaP�w•'1tMnPnrtygmvalfimneA� si�F�nm. 2)Un'�dlmlisesl®fiai by tFeBw WIgIMIgie,mesllmglakcvy 1 WI". 3)Thefy4lreim m�mfirlM1k tlmruva 15596ICq=0.4e. 4)ewlLngJlcialieviaove,5.'Irx'eigmnrmem¢saia innce®amt maeiasmmlr.✓mt aelx.slsr 5)RitlenbNlcam611oatl vetiak vi.N1lMiwkimo wih(ae fi)A�p6fmdlfpna6 alglial6rOtisvussa�yus. "11'Ine"aYP'Istrlslavmin0e"Maeial9umrey"tlnveiltli�clMlevSFffiJesignvahss0iaziveJme 1, 2013 xceussl .41 OBeFomssmmsmtlominanMs. TneBwIdGJT. Sdi. v5911 F.Vl Mein]P L' 1270058 0007/0027 Amerir Th Tmtis:M3B Bms�PA M z9s Q Hcuxlr4'12xas 7/039 D.ue: fK 11 0& N 281442-4584 fac 281442-9b4 IN, 19f 1 SPAN P[[C}I Ql'Y OFQ OUR PLY(S) SPAC@ WQCIPLY 141DO O/12 1 000 000 1 19.19in Sl lls 610.D 1. 2SJ 1-312 2S0 ¢9J 248 ]bJ 118 1fU 4-00 5312 9-¢12 3-]-0 10.11-0 1356 1H¢0 2me1�2me me �� 0 2-9D 1-30 b90 46� All platec.t wleEa*IDwJemgM1ervnxlnel I�ll a 44 4) ,CII. 40 ugc B IigCMe:10 ,_M4 BCLL:O Rq�MM' Vffi. BCtl. 5 �DAL: IIXlk 2812 .4 1-W a6II B$12 8�?0 ¢68 12-2�B Deft m v (1w) Al...d D31 t}D W1'IL: =, LIRA (mg) LIM RI2IIbl3) KWIC N in L/4A (1&19) LINK) R14U13) 1 lb¢9L Om 11 RP JT Bre Comb Bre WtlN In IN)RWMUAaii Fffi Qrv1Aih MV MWAf$UpiftMazC&C DPtiR Mullnbfl Mae lkeiz 1/ 1 bm IAIm aaM la 1 61n 1m 552ft ft 1511 9 1 6in M u 1 OM IM,n 1511�n zwee - - - Material TC. SYP#2 dx 2 BC: SYP#2 dx 2 IF N64S #3 4x2 Inds ,nis cslunbnnJ�Cigmifixnctllm. d�elnm�mwnan IOp.YMlnmdxeJtirYYW plusd iNak. 2)M1GoimumnongeaticY 1iog Fac mthm;pYaiio�¢WNIRCIDIS Member F. rmm�w�n�eaQq,m,¢�a��.(�onr�m�t MYG¢a@�tlai3YM®ynwnvrtla We � �ua uum Irzr Glp I`il I)UnLsix>miwM1ewiseA mmorWt¢enY 1n¢c mm�wPVnuvJrmPaw�xocalMunePofasiwwlEwxnm. 2)lfnL s wbewisesPmJni 6y tMBw WtgDsipc,wemmgbrk evey ItlL". 31Thet>Ix�caion taHa�w( tFlsflowwcsrs396 (Cq=03B. O)Bwtlingpcip2�n.ctWlvaifYSMtsu4Mo(Jewssaddbndait imfmakMm[w®iBCd.S y:f 5)RibM�bhkcarere6l toeM cautak vnN}IM�ah �nmwh(� 6)Avay( arof llplus Axnapp4M (wJu�lmcs mvlysie. "IIThe'SYP'LdelslnwnmJc'MaeJ99unnv}+'aluve�MirvaJennvSDBd �6nvilrs0rmwelwe 1,2013 xaeusal ,41 JlMlcvva'mrtsvuawelmnnFr� IIN 0¢0 1d4M h TAL PRODS, LLC P-9264 TSB WT.Sdtware0911 Faye WWA I, 1270058 0008/0027 Amerif Tm Tmxs:M3C Bms�PA MM z9s Q Hcuxlr4'12xa 7/039 D O liMi OMm31 281442-4584 fax 281442-9W IN, 19f 1 SPAN PIfQI QI'Y OHL OUR PLY(S) SPACAIO WQP/PLY W" O/12 1 000 000 1 19.19111 Ml6 11 12 61-8 1-8 2S0 1312 1-W 7412 8BO 248 ]bJ 118 61-8 Y60 <DO 5312 6t60 ]-912 e�]-0 1O11-0 1358 1H60 ime l�2m¢ 0 2-90 1-ao b90 46� MI platec.tkixn wl eEa*IDwJemgM1ervnxlnel I�ll d CS7 4) ,"BBICCCCIOLLtlIL.. BugcM' : M4 ,VBCffic:. 10 :: ,_ O RqM 5WDAL:IXH 2D12 .4 1-Id R6e 1IN 060 6$iI 8.10 968 12$B 14-1M 11P11� v (1w) AGmwd o 12 (fib W1'll: =in L/AA (") LIMI 412(1}10) W1IL 0➢l in L/4 (14ID) L/3f9 014 &14) Wrz'IL Om 12 ii JT Bre Coniho Bre nN RWMUAaii Fks QrvlAih MV MWi1f$UpiftManC&CllptiR Mullnbfl Maef Ix 1 in IN) in WN m 1 fiin :M:n SOftM ID 1 fiin 1M n INM 12 1 Cin Im'. MN - - - MJt ,w 'IC. SYPN2 dx 2 BC: SYPX24x2 N64 SYP43 dx 2 Inds 1)ThMwcslubnnJnCigmifixnctllm. dxlonmmwnatt Iop.YMlwndxeJtirYYW plus dal Nak. 2)M1GnimumnongeaticY 1iog Fac mthm;pYniio�¢WNIRCIDIS Member F. imm�w�n�JeaQu,,m,¢�a��.(�onr�m�t o+9e�e�um3um,mmuaexe kli uum Ix.9 Mlp Nb I)UnLsix>miwM1ewsed mmornlmaryu¢c mm�wPVnsntlrmPdw�xocnlMunePofasiwwlEwxnm. 2)IlnL s wbewisespmJni Fy tMBw WtgDsipc,wemmgMdevey ItlL". 31Thetslx3cvion taHa�w( tFlsflowwcsrs396 (Cq=03B. O)Bwtlingpcip2�n.clWlvaif)sMtsei4Mo(Jewssaddbndait imfmnlsMm[w®16CQ.S y:f 5)RibM�bhkcarere6l [Deed sautak vnN}IM�ah �mowhfaz 6)Avay( arof llplus Axnapp4M (wJuew.cs mvlysie. ]IThe'SYP'LlxlsMrvmmJc'Maed99unnv}+'nluve�MirvaJennvSF1B ds�6nvilrs0fmwelwe 1,2013 xaeusai ,41 JlMlcvva'mrtsvuawelmnnMs� TneBwldmT. Sdiware v5911 1270058 0009/0027 Ameri� T� Bms�P Hmglm,'IAaa 7/039 281442-4584 fae 281442-9b4 SPAN PIl'Lli QrY tlQ. OHR Gb(1 0112 2 OOO 0110 T m 29sxx�a Eble: 06'19?6 OhH032 Page: Intl FLY(S) SPA V /PLY 1 19.19m 391t Edo 1-fill -40 3I18 118 t-60 3-168 90 S-V9 660 -mGt d 1 lial � Ig3.l tr3fl sp foal IT 1 0-60 pg08 0168 2$0 600 2-tOB 390 680 All platennfivvn wbe Page IDmJemgllemisInel I�mI�� car v cs mo ee� U (1) AW,.d 3CIl 40 - (I2 00 n L/A L/MBNgCd: 10) "BICCO0.L: AIXID010 inL/A 10) LIW BCLL:0 Rq Oin 5 1301.: IW% nc s� R.dm JT Hre Cn�M Bre W.tlN RMBreWNb MURaii Fks QrvlAih FksMWilf$lAiftManC&CllptiR Mullebfl Mae Bmiz Ill 1 6m IAIm L6. - - Din 15(1in 245M MaFeriaF l SYP#26z2 BC: SYP#26z2 N S #3dx2 made 1)Thishu¢bm'6mh igrelfialMOlmcme(omwxm�nma IOpiMMlwnrMW fiveYal pAmmtl4retls. 2)Mi�timmn sl �YOCNVG�Ism rcn��gini in�aswilM1 IRC 3Ol5 EAG Member Forms vu.amF um.mn�:ere(mavn��ca�ewuarw u�vva.zl mean... 'IC z3 mN F 9tr.�45 mUl 919IX� 13I9E¢� � n1015 BC 31)an W m 0 aurfi (3(sa) NOFes I)U s�rtalabevnsGmrc[auarlams5%(Cq-0 V, n'ttlwlPnrtalpoval4omeflof si lFz�na 2)3rehenart�m�mmrrtlmsmrtlmal. sw[�n=nss). 3)Bwanga i�csbeovaryaafxapJnoElbeevaaawnce®itm maeimm�u�iacn.sm[ 0)RiM bhY.saere6lmetiveli�wiN}INre6imowh(a 5)AaapfmmNllplms' 6myl;fiaifa0usw.cs ��is. fi)lle'STP�rvisMxn inlh'MMai99mina}s'iluveiMiwss OemvSFID tlR'ip�ve4cdF fivelme1.2013 xceusnl ]1 F]btliva'mnlmauN�renMs METAL PRODUCES. LLC F-92M TsIeB,,LWTnac Sdi. v5911 EagleWWP L' 1270058 0010/0027 Ama4�TY TrLw FO5 Lglzs >on znax�a 7 H2-454'f.2 D.ue: OS' BY@33 1$1A42A581 fa:281A42-SFh4 14429 l Pap.: ILLfI SPAN PrIYH QrY OHL OUR P1Y(S) SPACAIG l /PLY 15 0/12 1 ODO 0110 1 :Ain milli, %-0 1-6e z-69 z-]A 112 Rso aaa 1148 o 1 I-69 i16B 660 ]4-41R 10312 11L011-48 14 t488 1580 Zme1 meR��meR 1yI 4V 4V N.-N arb3- N 1VI 4YJ <I- 1q1 T 460 z-}e z-6U lid zEtz 1-11L 2-0 l.].9 040 R.18 1148 860 y41I 11L4 13A8 1.-0 AllpialexntnvnwrePag)e IDmJemgllemismel I�Ig IPA (:eneed 6I Deflection U (1 o) AYmmd lCll 40 BugCcde: 015in L/A 166 LIM "ICOL: AIXID010 O1 inLA L/W BCLL:0 Rg1M Tb Vffi. (L!l'a 19) FNrz'IL OWin 12 BC0. 5 L 1301.: IW% 06/19/30 Blm re CnmM Bre AlWt RMBreWNM1 MUResi Fka G-rv1Aih Fka MNRRS1AmManC&C 1111tiR M UiihR MaeiNYiz 'gyp 'ff •••••♦r:., )L 1 L. — M2M >ryt # 12 1 Din 1Min M2M yr; ............................ Material lC: SYPa26z2 PARANGKU RBHOMN ........................... BC BYP%l ea 2 •r 153948 �BVPK34x2 Ineds D'miam.��l��igll�rnlreerm.Ym�w�elopraxl�lennmsY�mepl�Ya®11ma�. i 2)M1G1limmn sl�YticN lilg+l�nnhm�min�¢wi1M1 IRC 3915 Member Farms hema4amm�mim6re(am tey Wvt�gewumvw.amwoe,m.mt E G M TALPRODUCP z] uavH3n e9s ual rzasa) �'. H]m P-9264 nam t2lRzma'rd �II 211Bmd � LL3 14 �'IwIY 2 LLIR 'M Re 1 ] IlN6 LL5� 2<IIBn � �1Ym b ——1 , I(AfiI ulul l<N 21Y ILffi1 1I6� Ylti LLIXI SPIIe AY ILI &1 b.JY LLIPI Eb]MI ram, ml1 m nnnlw ms1 ��nt mla I�ex u.uxma P1o0Rs 1)UnYss rofelnM1aw.=eMmculnatramrywesuertlberm Phle xsRmnl Plin'afNmval(mmaPo( sic�Ellgin� 2)Unixs ttFmviseslslfiai hY1M1eOlutlllg�igmolleamngbak anY 1031'L 3)Thefidicaiwto6a✓slmlM1is tl lma is 55ifCq=0951. O)BwtlinBlY igllachallsmlYstl(xv¢M1[1Rtleuuc�vxinM1e'tlai Wi mteiandlmtev iBC0.5P.( 5)I�Ige'Is fcrgreplumllmepmaionmN Ira�M1mgalcmmu(mme's ImnlnuMalm. 6)Am�laimcf Ilpius�naRrYat (orNiaw.cssalyuc ]1M'STPItrI lnwnin Jle'Maenal9umrey"abvelMiWmlre mvSNB 0esignvaWSOimivelure I, 2013 xaeuv'L TneB,,imT.Sdi.0911 F.VeWWP L' 1270058 0011/0027 ,>meri�Tr Bms�P Hmgta TEABi 7/039 281442-4584 fac 281442-9W seAH moral QrY aR. om 236D 0112 5 000 11110 2a 118 zE0 1-5➢ IA8 2L➢ 13➢ 1-0A ]-68 vae s16a s1-e 6L0 coo 1oa9 It-]-e lazy zme1 tl 1 T 0.60 2S1 2S➢ l'. f-]-B SLB 7.90 AIIPiniee.�M1nxn RlbeFagJe IDwlle65gMrvnsennel. I�oAIPA) Cerlerd C9 'Icu. 10 Bitlgcme: 'rc: "ICOL: 10 ,_M4 NAl-2➢w Bc. BCLL:5 Ya Vffi. BCIA. 5 1q 1) Iunbz DAL: 1IXl k Tru&S FW D.ue: 06'19?6 0&0935 Pa)_x: 1➢f1 HY(S) SPA V /PLY I 19.19in 13911s 181z 4.l 11. 1d12 zLU w64 I6 U 17-11-12 19a.MPn-12 22S12 T a zmez�zmea� to -la 010-z 8]-6 1. z-S12 90.21. zs1P P-ra aao 9-a14 ll1 ill. tall 16812 17d-141B 211-12 2a-0.0 7lebecti➢n aJU (bc) AConM 0521d1m WI'IL OA9in L/555 23 LIM1 0]9(24251 WIIL 6m L= 23 LJW 055(S18) Fb¢'IL 0#@in 19 R.dm JT Bre CnreLi Bre Wdbli RMBreWNh MUAaii MV Qry Unih MV MWi4f$UpiftMm(`&C UptiR MU UpLfl Mae Naiz y LY 1 15'.- 17 1 din 1M,n LMN Ma,e al P l SYP%I dx 2 BC: SYP%I dx 2 Nih SYP#3 dx z Inds p'mismz¢M1mlmldsigmlforlreelmcmewralmimlmi loprax�na. asr<mepma®11ma�. z) Miltimwn sling Ytic 1 li � 1m rcn � �q6m in �¢ wiln Ixc 3915 EA MezoI Forms 4m. 1142 Iuarum�u(m'. >Iw�nm.mc 14--I1x l< 4 nmry 193 n� 2ni3W uix rs u�Ix lars6 nsr 14a7. 11twl9 l4 n1xmm� - �.]wmmFui1 um. rasnm s uv �+ zn4e _ aznm� xzs Hinz snsz� "°' ni.I .rm usm vrxu. slv. � Has ,,.,a umersv4 4s%¢. u42m _ ns� luw mv. limo n n u.l6uce m I+unmi ail 1 ia Fsae,� nsw Inset _ ]ss m. F>rM' �faual n1: � a»9. anft b5 mw 4s��1 14i9 i� N,Im¢9 Na IIUN l Jah wire• '-IdoarmmffiamYnuccnwn�aP�nw•'i1MnP^rcry�nval6oma siwdP gins UNes� rnFmviv'ec�vfmirytMBwliirgd'igm.areamngFa'k evey IIYfP. 31B.U.'ilaiwlmlrm¢lrclM1k Rmmnv i[5'C ICq=B55)- ilBwtlingRciyler.ha6veily.vtllxtlpftlolJemzcsatldM1adai kni rtvmatMm[a®iBCIX.Sp.I. 511WB++i.s hvpaplumlilueprd®im mty.IwadlM1m)�glemmiRmvHsnsmwevtl4im. 6)Aa�razrcnemmle��mremi. enss�e. 'B'inn•sva•1�na:Lwnlnlre•Mamasnlw�y.mwYilam�Ire��m aairn�ar�mmlK#wpl.zol3..m•wm 153949 S PRODUCTS, LLC P-9264 TSB WT.S61ware0911 F.Ve WWP L' 1270058 0012/0027 Ama4�TY Tmtisl%A Bms�PA >on z9s Q Hcuetc4'12na 77039 D.ue: 06l1 06 n 281442-4584 fax 281442-9W Pa)•.x: Intl SPAN PRY]i QI'Y WL OHR P Y(S) SPA V4 /Wy 2lAD 0112 2 000 WW 1 R19in 141% 23 118 ?d0 I39 LA 2d0 136 1-0 ]d6 .1111-112 1. 1-30 2-69 L- 1i8 i14a 51-9 6-00 400 10 0 11-]-9 113 1410®A11680 18W 19 3180 - 350.0 Zme1 1--DQed3�Z ne4 T 0.6n 2S8 2Sn 1$1Y 9'ID92 f-]-B SLB &10A )-40 Allpinles.sM1nmllnbeFagJe IDmllemgMrvnMennel. L�IgIPg) CSL 'Icu. 10 Bugcr Bitlgcme: 'rc: "ICL: ID lAl-2➢w ,—M Bc. BCLL: D RglMlr: Vffi. BC0. 5 LIOWDAL: IIpk 2-69 2-}6 1. 1-W 2.12 9104 1-112 1p 111. 14D0 1S 1.-0 18-14 208d Deflection U (be) AYmmd D5]19-10) Rn•IL DAnn LIM S LIM D"1412i26) WILL D3 in LIM z3 LIYL D56(1118) I Lb Q@in 19 R.tim JT Bre CnIMI Bre Wf RMBreWNh Maaltali MV Qry Unih MV MWi1f$UpiftMmC&C UptiR MU UCLfl Mael LY 1 15m- 17 1 Din 1M,n LMN INBW.I'181 l SY 4x2 BC:S #6x2 N S #34x2 L..& B'miser.¢M1m'Imldsielel%rlreelmcmewralmmllei IDpsfeAlwnanmsmbmpus �ihrtc 2) M1Gllimwn s� Ytic Nv414' Im rcn � efy6al in �Ixx wiN IRC 3D15 Member Fairs.weeemenwamwa�mualnmwn�mema+ruae+maaa,rw.•�u.�w�wawme lc �'k+bm�PR 10is� (aalvm,in-¢ 1 Po�M9 D Halvw uxo 65 .1 K'm 10 95P_ 14,411 11L4 - vS l5]Jihi Ktr�Inll o5M 14.mDpT>1 1: 41b _ u u wxim 4um \\a5 nea 1��� na nao. 4,.N xxi nIm 3HIPo arw1� �a4 o 1. 4111. 1 newl z�axm _ ixau H1y)?� mn F K ns�a 1uw xxPo (Jpffibtl YLI9 ILI5L f�5� IIJN Mal Ra 1419 nX4 591 P. - (�'MPoI IaM u1n Hm9Po1 �Yr 71 01Po ISIMv IHYI 1I�ID 935 mN (451 Pa] IsN.nlIL9 i`10 IIUN ldal.ha .,• '-IdoarmmffiamYlmcs mnlWaplewitlnv pnrcrypnval6oma siwdP gins UNess rnhmvisesiclfal6ytMBwliirgll'igm.areamngFak evey IUff'. 4 B.UM'ilalwlmlrwl¢lrclM1k Rmmnv ia5'C ICq=B55). lwtling ll iylersha0veily.sMxtlpftlolJemlcsatldM1allai kni rtvmatMm[a®iBC1Y.5 plI. 511W1B++i.s hvpaplumlilueprd®im mty.Iwall6m)�gFrcmml#mvHMnsmwevtl4lm. 61e��rcDemmle�mremi.enssnwywM. 'Bn1e•sva•BW sA unintlle•mamasnml�y-mn.�eilammlrel��m aaienvMalwmmlK#wlel,zDl3..eewm 210.0 049 P-9264 TIIe WT.S61were0911 EaseWWA L' 1270058 0013/0027 Amer;�T3 15Ms�P Hmston,'12xa 7/039 281442-4584 f. 281442-9W SPAN PRa1 QrY art, oEm 216D 0112 1 000 0110 TfD 311b. 2958Kxza D.ue: mliIIXi 0&oR39 Pafx: 1 9fl HY(S) RP V /PLY I 19.19in 13llls ao 1102512 1-04 RS1812 2. - 1812 4 1-104 0-]4) 4ID-12 1N-12 s-0L 162 9-11-12 08-M.11-II Y2bi 2 1a p—Rpc l zone22mea zme< 01 tl 1 T 040 yl< 1112 2-lsi 1-112 1612 3-41 11112 1-11-0 2512 "I 610 7-36 0-00 IL1-111 142-0 10812 188-0 213-12 All piumxnfiwn w be PagJe ID mJem glsmis Inel I�Ig IPg) Cererd CSI De Le " U (I.) Al..d lCll 40 BugCh: IXC ID21/ TC: Ob1156) lknI 002in L/4A ( n L/]MI "ICOL: 10 1A1-2➢10 BC_ 0]611g19) lkn L fl➢Sin L/4A (14ID) L/3f9 BCLL:0 R,I N, Vffi- 035(&m) Fb¢'IL 0,01in 16 BCtl. 5 LlobarDAL: IW% fiP81fl1m 3T Bre CmrM Bre NftlN RMBreWdlb MURaii Mm CrzvlAih MV MWi1f$UpiftManC&CllptiR MullnLfl Mae Nai Z/ 1 15m 163M - - 25 1 35 in 1Min 336M MillisMN D 1 35 in 15111n 1291i 16 1 Din 1m 566M - - LNet ,w T , M,P 4x 2 BC: M,P 4x2 ,6 M,#34x2 Inds 113ni�w�nmb���DmR,rnrm�mglnmx.�lm�c lopr6manmmatirelwgnra®11mJ�. 21 M10oimumnm�azloY 1iog Fac mthm;piaiio�¢WNIRCIDIS Member F. w��..q,���a�m.(�watmt>ti9e��u�lum, muaeeR 'rt L5 1., 1 1 H.Imtr] l,121a1 . 11 LIXOs 1 =111 LL2I4 k1Il., 91J tl19 114 ii 4 IMt WI a < Im m. IlN µlxna I iils�1II LLII15 1 40� p� IIWI ON 14flf E1 lama (-'u5�dj Feral ussl slug lI.,A]b I. nuJ 1-36ha1 s33 LL135 45A5 Sv ui] 14BlEy 69 LL2ll Fm calla] 0Yn aTua V3 ua14 IDPa las LLlu. N0�3 n Dnl'ti'latalnban+re.n nx on oraM1aarym¢s l orp�sxOnnBnrt}povalhmmaAnfssiaWFinus- 2)11Ncsdlawi ealmnni by tlsBwWtg�igle,gemmgl •k ma, 1W 3)3lefixlrsim so]—fa'1M1ia 5—buss is 5%(Cq-04 , o) Bwwng Rcigncsbao—ify afa 't, ofte.Inc] m mlmaelah mill a®iBClL5'f 5) Hsinm.s fns'apna.an pn,II—n,IY 1mzo M1mgcpemmwaxma'a—asIrtlalon, 6)A¢ llonor.f ISI01 , ,I mIs,l fwilIns. mal)sm "n'Ibe'SYPtrbtlshnwn inJc'Msenal9mmv}+'aluvelMitasJe n-S deign vilrs OFmivelooe 1. 2L13 sweusei 8)Pxm negY wasrsioss in gravity lalmv'a,gmalmnretimsloJebaing sm(¢ajdm 25 inset imkewtsld ai re 0 4o 23b0 P-9264 TnelEinimT. S6twam v5911 EnVe WU Pm I, 1270058 0014/0027 Ameriee Tl T(uffilIl7 Lglzs a 7 H2-4584 T2xas T1039 D wliM D41e: 116' OhiIR� 1$1A42A584 faz281A42-SFh4 2 Patx: 1�1'2 SPAN PIIYN Qn OM. OHR P (S) SPA V /PIX I32L 0/12 1 000 0110 2 5% in 1B1 its 30 1 1. 1J$ 1-7-0 1-312 2 1$4 3-1 2-6U J 15 12 0.1W YSB R-160 0.59 Sb1R 1Is W3 b?1R 16PO t0.t-153H i 1 13P1R 14b0 1584 14 ied9R 183-0 .1 � I—zaa+nz �zmn3��zmea�zolles� GT01 1541 15s41 T a 1 0801-58 R1" 1-}D 0.11-IR 3Ri 2L12 _ 1-114 2d12 1b6 4-50 6-00 8-11-12 10. 0 1M12 1 d Vp12 AllpialexnfivvnwFPagJe IDmJcwmlemislnel O&o R-}0 1 ¢2A LmdiaG�) General Cb7 Della f. U (lae) AS.," Cancll (Pl B41gch: IRC - TC: ii_r) W1'IL 00 n L/4A (1421) LIM TOIL 40 'IP11-2➢w Bc_ UDSfIF19) W1IL unl in L/4A (14ID) L/3f9 =L: 10 R,1 Tb Vffi. 008(&XI) Wrz'IL 01n 16 BCLL:0 L 1301.: IW% BCu. s __::)/20 OF Reaedm '01% . .. -`v`* H Ri, m Bre N11M RWBreWd1M1 MU MV Crzv ft Mm MNRH$UpiRManC& Uaft MullnLfl Mae Baiz *5;• 24 1 6m IAIm -1. - - % 26 1 fiin 1511m 2KM -141 bs -141M ............. ...:............ 16 1 4in Isom 316N PARANGKUMARBHORANIA Material ........................... 153949 E BC: S n 4.2 •. ? Wh SVPK3 4.2 Loads 1)ThiYnlz¢M1m'6mh igrelh.lreNmcdlelnmwxwlm[ IopihAlwnrMW GveYalplr, �1. 2)Minimmnvtmagmichlilgbmmltml;p4alin�mxilM1B2C 3(115 EAG Eh TALPROD=S,LLC P-9264 Imd(S�LP Sli[U a and MLMLM Iaziml l U\mmn v'eml FNImi 'OibWM 'lip 000 UP 1a 1 1h1 %91p Cum IY291pY 1957,N 1-59 142E Cum Fry 1957pY m 17,91 pN UP 000 Cum Fry 1791 1]91p# Tbp 'Rp IS100 I42L MM 2Wph M.m Aq 12fM pY 120R p1I �D1SW4adlarell UaL UI A 1— I Yim1 l -2 Lt.— Wv 9 Lm1 Fii l®1 TbWM 'Rp 000 111 LMm hq 4323pa 4323pff 'Rp I-59 142E Oum FH 4Mpff 4R)pff Tp 000 IF100 Cum Aq 448pff 0.48pff hp I. " I424) M.m Bq 302pf 3IRpff Bm 040 ILI M.m Bq 2lfilpa 21b1 p1f Bm 1-59 I424) Qmm Bq 2A5pf 245pff Bu (LM 1&10f1 Qrm By 22Fplf 22Apff Bu I&100 M24) Qrm Fy 131 plf 151 pff Member Famesroe---- xmeam.,�oh.,vo,ne.f�m�l.�mcwulR6m emtlm]0%x aehwnmtlntlt Iu2 I11M }%1 ¢9 �Yx 01V8 Vn 12J3 h@4 L-351 Cq IilM by m x 141Y Wbl M` Ox T1 lEi,,LdGDT.Sdi.0911 EaseWWA L, 1270058 0015/0027 spn Mf Qt'Y IAA 0/12 1 hose to Ttu Co Lion Sun=" e . ..� .. Ndeew a i-.e Ameri�Tt 15Ms�P Hmgtm,'IAaa 77039 281442-4584 fax 281442-9W art, om RY1s1 000 W W 2 Pov�MlJclm�'mnrevwu' Mm�al9m•NLmsfaJc�Ptial��oallW�c.�na44uw�Omnwm sM1wniuvC&IzcM1B�^�+'Nn'wN snppH�avall]SPW56N2A1'kM1�S �usx(obwcwtM1in]A"NJietr imsMvm: TC I-59(IlCwmfns ('uom�xcslWlmtnnml�m Wex®rtx plymumwsmwssAo4uticmmmacinmu3v¢xiNJeMSmJemmmmmmu! um �mnmaMvim Truffim >�: 2nsxm�a Patx: 242 SPA@IG WGChLY nzlm Iau1� TSB MT.s&.0911 F.Ve W W 11oSeL' 1270058 0016/0027 AIffiiP Tips Tr ueRm Lgl s� >on znxx a 77. H2-4584'f.2 T1039 D.ue: OS' 0&OQ44 1$1A42A584 fax 281A42-SFh4 Pap.: 19f1 l SPAN IffiC}I Qn OHL OUR P1Y(S) SPA(Wi WQP/PLY 12408 0/12 1 000 000 1 24in %ft 1]5A S1-0 661D11-0 DHH R-]-8 1-9J R-}H Rd9 1-0A }111 1R W,,12 41ip ll3 1311-0 18 0 17$ "me1 41- L1141 41 ard- s� HRH 39 3V spa 1#aI AN�- 1 P. A- ..�- �� 1�1 ,�, sia- a- 6}9 —M N- 460 31-0 R-H12 2b0 31-0 S]-11 8-0-11 All plate..� mbe Page IDmJeaglenviBelnel LEI CSL w 4) BugcH xec�: Tc: oe6fs� "ICOL: 10 ,_M lAl-Rllw Bc_ o.]8p11s) BCLL: O Rq�M Tb Vffi. OALf 18) BCtl. 5 I DAL: IW% 1-0.9 1-4f 1dB ?HP 2-]-8 O o 98l 1138 123-0 151-0 ll�9�8 IkBectim L/ (be) ACmwd Wl'IL al5in u4A (1114) LIM L IL allm L= (114) LJW Ibrz'IL O=in 11 RW Bre Cmnb Bre3inN RW:N):n Muliali Mm Cm lgih MV MWAf$UpiftMaz(`&C DPtiR Mul�Mlfl Mae} 1 1 3m IAI�n 4m JNLM 'I 19 1 35in 1m,n 1715ft u 1 4m 1511�n nscs MWdid l s n4:2 BC: SYPsl 4.2 2 S #34x2 L..& DThishuuM1a'6mdslpMfa'lh0lms&e W m�mwmY IOP.fhMlanrMMfimYal pM1sdmibak. 21 M1fioimumn gazlohll�relm, mlhm;piaiio�¢W14 B2C3015 Nl.d 'F. ..—c---(emanPm'v[ Dnvfea�auaiarn. cilwomea�k n]9 (45 tr16] uvA1 H.fill u9 ua4 NARIIh1� 21 M1e uYA Gl Yila) 9x usffi Ibu up 15 1u/n1 m1a 5 0¢.'1 (4aue4 2L ulul Lies >14 n]m 4 slue 1 v 3: LV Ra I46 l� Ib1�1� 16t8 112 Nitr. H.3w )o-l17 -0�� Y ax eYaW a2 R1� F IXi4 FR LLI (-SN E9 JIB I11 x 4� {4IZ16.)IY12 112i9 611 P. N0fP.5 1)Un'�malnM1w.ia, dnmona�aen3'mavcmTMaPYewtMVPnrtagmvnlfiome� siaWF�lna z)un�al�mi�.P®rmnylreBmul�lx'em.mleu�a�gm�a�y laa'. 3t'me aen�ial m�laralhle R>,.we. w s a 2'n=nsB. 4)ewanslaigneaaormry�ar�gulmmm,•uut.a,aanae®am1 maeix�ml�a�lllcix.slRr 5)An%PfamNlfplvss6 }pfiaifivfllinvucv'aedyn�. IS)'IFe'SYP'60dtlavminlM'M8aid9mmay"tlweiMimrslM mv5P1Oh'ipfl vehes Ola�ivelme I,N113 xceu. 1 'lllinmrcald slawm�intihlaeol6 '�grdwfiaelMouLcihNgea(Oleetl x�nmclFeWnamnideNNelcgdlmlicltllml ra 105' R)Duemnypicemvawin®m8ry4vtl¢as,yaalsnlaLmcmthl®in&� aldmlmrymimhm�cidnd. P-9264 Tm .MTnLceS. ,l V5.9.B EsVe WWA L' 1270058 0017/0027 Ama4miniTkiitiii; TDYSs:E'09 15MS�PA a,: z9s Q Hmslm,'@ttaz 7/039 TWe: O lsM 06:0045 281442-4584 fax 281442-9W Paps: Intl SPAN PTfYH QTY 01♦t OHR PLY(S) SPACAIG W /PLY YIDO 0/12 1 000 Of10 1 )Ain WIE 910.0 31L aH2 all-0 11. 1-312 1 8 I-69 3l0 i112 4 12 Sal 114 bS9 P1a0 a34- t.�al sy 1y+1 ,�I nka- Ix/il H— aao 3Y0 2.b4 1-a12 2-Po o-ao 3ro saa l.1-0 aloa All plmex-Aivan w be Eagle ID mJem glemis tnel L�m1� v� c v cs mo flees v (I) Al..d JCIl 40 Bugcoik: IRC ID2V TC: 0,16(2-J) WI'IL'. 0Bl in L/AA (11-12) LIM "ICOL: 10 JAI-2➢10 BC. 019 ry-Ilp WIIL OBl in L/4A (11-12) L/3W BCLL: 0 Rq� Tb Vffi. 013f3-10) WrzJL Oin 8 BCtl. 5 Lunn—DOL. : IW% RPartim 06119120 JT HreCortlb B h "Rn W&ti MURaii FffiQrvlAih MVMNRR$UpiftManC&CllptiR MullnLfl �m MaeAaiz ,� OF if 1 I 1511m 22JM 1P.......`........ 11 1 JS in 1511�n elft B 1 61n [Shin 359M yr2 /M` ;•� AIW''1B1 .............................. PARANGKUMAR EHORANIA JC: S n,ia2 ............... .............. ac: siTm 4.2 +, 753949: xFh S5TK34.2 .,`��E SF'•'� Inds DJNvigrelh.,reNmcdaepinIOPTGviaifM 21 M1oimmsios,,hm,hm;ix]in�W,h 0Cml3 Neal •FRTrrs 'sni— mc¢mcm EAO WTAL PRODUCTS, LLC x mm I» is aun Tm u.)� P-9264 an nlw >»ee�) In wns. I 6H nIYS P3v64.J Noles 1)iIw's malWwnc4d sa an orana vrym¢c m nrpYe w,Rvh pnorpvsIN aPnfacinwlEpnm. 2)Jlnf ,ncanm tol—fi thi fcwv is5%(Cq=0n 3)B.U, Dsip/tcsl� vaif) ctlfxvBMo(,F. sts] ailosic]mfmakMm[w®i WM5y:l 4)Aa f.W Ilplas Axn M 1, (mWs. an&,a. 5)The'SYP�rvislnwunflc'T1aW99�m�m}+'abve� ilreos,h aw9'®d "vasss,�F rvelmel, MB waemaL 61l4.iaoraldaa M—n incide(xeo(6 ngvtivluxthmacirpalgeoflFeetlxA mmc lM1,M ffl ofRe,cpdW sldl m[a®105" TneR.MTrussS ,w V5.9.11 Eagle McWP L' 1270058 0018/0027 AmIeri�T� Tru&:F10 Bms�PA >on 25s Q Hcuglc4'12xa 7/039 Tkle: 06l1 (KHO46 281442-4584 fax 281442-9W Pap.: Idl SPAN PIfYH Qn ML OHR P (S) SPAC@ V /PIX 920 0/12 2 OOO 11110 1 :Ain 5211n so 30U 613 1-H3 Y-]A fi68 100 3Jd S60 ]-]9 899 Met 434 1V41 ay5 sd 'VI LLL R I l vt 3.4- I�0 L3 638 M F 669 8A0 260 1.68 P.]-8 P69 }60 ii9 8�48 9�00 Allplalex-Alwnwbe Eagk IDmJem Wnvnsmel I�Iglp� (:eneed CSI De Le " U (be) AYmmd lCll 40 B41gCcde: IXC ID21/ TC: 056(2-3) WI'IL: OOSin L/AA am L/]MI "ICOL: 10 lAl-]➢10 BC. OSSIF9) WILL O(Sin L/4A UA LJW BCLL: 0 RgI Tb Vffi. 01941-9) FNrz'IL OMin 6 BCLL 5 IuoWDAL: IW% RPaclim 06/19/20 JT Hre CnIM Bre NftlN RMM0 MV Qrv1Aih MV MNRR$UpiftManC&CIIIItiR MullnLfl Mae Naiz jE� •• IN),n I I 3m IA1m L 11. y1P.••••••••• •'•• 511N fi I fiin 1in dflOM MBiP.P18/ s. PARANGKUNIAR BHORANIA W. SYPnaz4z2 BC4a2 •••;••• •••••••••••••••;••• w.e svPx3 d. z 753 949 .44 .`���E SEq,'� lords p'mis� �L�dslgvi ralreurmlm�wra.amml�IloP.raxlMna.W sr<mePn�a®L1mfl. 2) M1Gltimmn slaF Ytic Nv4 � � rcn � �m in �¢ wiN IRC 3915 Member Flvres .amFemmun,.mmaerelmo ewuaruva�u�mva.zJ,rv.a,.�a..ax 1Jwe.�x L>Ma�IJ�3 -sn mJ EAG Eh�TA1 PRODUCTS. LLC la2 1. 41 ]aa. a41, wJ Jn ®, P-9 64 n� xm d ee Iw btr) icy dignvW Ol -Jme 1,2013wce Tm .W)TIucvS. ,t V5.9.B 1270058 0019/0027 Amen==' h Tmtis:Fl I Bms�PA m 25s Q Hm9ton,'12xa 77039 D.ue: 06'1i)%0 ,I() 281442-4584 fax 281442-9W Page: Idl SPAN IMI[ Qn OI[. om PIY(S) $PA@IO WOp]PLY 131" 0112 5 000 000 1 N. 7311n 111. 1-63 2-6U 2-]A 4PB 2-tA 2-6U 1-60 1-63 31. 1," ]-13 910 U4-0 139P0 'xt 9.uo a]a 2. NI plalennfivvn wbe Page IDmJemglemislnel I�1]�lPg1 CSI ,CII. BNgCnh: Bugcr 10 "ICOL: 10 lAI-211w ,_M4 Bc. BCLL:5 RglMlr: Ya' Vffi. BC0. 5 LlobaDAL: IfXI'H lib 6b6 f ]d9 B$0 ]dfl &7b]-0 11-1.0 HPILf.6013 v (1m) AbHed OJ9 (56) Rn'IL DI in L/4A (12-13) LIM O41(IY131 KnW DMin I.= (12-13) LJW 032a 15) Hmc'IL DWin 9 R.dm JT BreC Bre Wf NMBreWdIM1 Mult®1 Fffi Qry Unih MV MWi1f$UpiftMa 16 I 151. Im. - 9 61n 1511in 761M lC: S n,Iz2 HC S n,Ia2 N S #34.2 mods p'misemm�6��lrPmrwlredrmsmemrolwaml�r IOprM1lxmma.wsr<mepl�a®Ilmas. 2)M1G�limwnsl �YticlaG�glm. rcnhm Hy6al in�M1alr<wiN B2C 3915 M Uafi M H Member Forms tme'.eem.0 m.mmA.�erelma ewuar6��a�vw.a.>rve,a.mc ,70- 5 u2rv1 HAdtr)6] ILb] µ1n`: 34 111Y2 0.tn6v� 11? LI Nma) BC ulo Inn 6Rb 11 I,R]d Pp Hd I. tmr ha 6 In13 M. nu lswm 1_I aald Imam ius ndxi w1 o-. nzn Pm wx1 r-mm I its t» se. t sm so 9wP t3�m1 ?1s 2. (�m16m u151 I�ORJ 11d IL105 DM1 Ra Lm Y31t f(6m N01P.5 D Un'�ImilnM1mtim,B moua�cvrywvcmmMwP�IV11MnPmragmvalfimne� sinWF�ina 2)Un'�dlm4iusl®fiai by tFeBwWlgDslmngledcey1WI 3)ThefiMatimm�mfirlM1k Omruva l5 s%56I(Cq-0 Cq=0.4B. a)ewansJkialleaaovw,5.+r i€mnrmeelm.�.maubQe®ahm mam tin- lBen.slRr s)I�Igalsfw®glrcalimegeaimwJr�bmllM1alglemmlRanuak nmlmnN3i fi) hlNmll btrkc ere la§I m eM vetiedc vriN } I M luk ima xih (a ]IAn%P6fmNlfplvssbxngytialfa�lNcuucv'a dyne. 9)'Ibe"SYP'6�slavminJe'MMaiB9unmry"tlweirclimisJemv9ffiJesi�vahnc0ia�iveJure I, ]1113 eu'ffi 91 DIMraRmmmleomllmnbas. 0 60 P-9264 1 T Tne WTnacSdiware0911 EagleWWP L' 1270058 0020/0027 Amen 'T� Tru&cF12 Bms�PA >on a5s Q Hm9tn,'12xa 7/039 D.ue: Ob Il O 41 281442-4584 fax 281-442-9W Paps: 1d] SPAN PR'C}I QI'Y OHL om PLY(S) SPAC V /PLY WM 0/12 1 000 000 1 24in 75ft W,i 1S0 118 1-1Pi Ii8 1-112 ?no 2S0 FFp 140 2-1 W2 &V4 ]-SO - in-0 1. 142-0 ]el ne TT A 060 210A 190.G 2 1.1 2b0 2-Pp 9'60 2-0Oa 4-VI ]-SO 61t0 11d4 14S-p All piaie.�.�k>,vn R1beFagle IDmJemgbervnxlnel L�ml� r� cps v ma ➢ate v (I) Al..d = 40 Bigc: 00in L LIM AIX1➢sQ(6 IS)6C10 WIIL O➢inLA L/9 BCLL: 0 R,] r' Tb Vffi. 019(612) Wrz'IL O➢1 in 10 BCtl. s L 1)01.: IW% DF T�y� H Rr, ..,, 1PjE "lC JT Bre Cm��b Bre WtlN RW[Nom MMRaii Fffi (?rv1Aih MV MNRR$UpiftManC&CllptiR Mullebfl Mae%aiz 45'� * Il 1 6m :M:n N32M - - la 1 61n 1511m 3x5bs PA.ANGSUMARBHOBANIA ... �.+`...53 49.......2... Mhferlad 753949 We SVPH24.2 '•��E SE�'� 55ca S #3 4. 2 L..& 1)Thivhu.ana'6mh igrelhrlreOlmc&elamwxwnaN IOP•T041wnrMW bveYalPM �1. 21 hGnimumvrmaguicbtli�relm. mlimi�P5aiina�.suiln B2C 3(115 EAG EMETALPROD=S,LLC Member F. P-9264 �a a �i blo- P Idyl mil]« IU„ 14I1-4 III1�_ 01 dnm 116i)0•y1 aa]ml� rmr' 217 sla alto mm� lau0.l wm u� f�]al 6H N1n FOhI lNok 1)UN�minnmti�,d maaw�cvrymavcmrnMaPYewWxv pnrtagmvelhomeAM sinWE�nm. z1u��41�vi�.P®flmbytne➢mNmgDtiRle.Orcurtng�kevey 1aa. 31'me ann�� m�Rr m1s rm� m... w s a 2'n=nsB. 4lewaaglalg�a�ove,5 �ar�gm„rmm,•m�..a,aanQe®ahm mamd�maa�lBcn.sl.r 5) R1Nm btrkc ere ia§I m eM vetiedc vriN } I M rtik ima xih (a fi)Aaap6fmN Ifplvss bxn ary4alfsflti� vucv' aalyvs. ]I'Ine"SYP'6bdslavminlM'Maaid9mma}v'tlweiMim�sOemvSFffih'ignvah..c OlaziveJuoe I, ]1113 feu. 1 gl ONSraremmmtlominan6 . Tnn, wWTnacSdiware0911 F.Vl WWP L' 1270058 0021/0027 Amen�Tiius Tracr:F12A Bms�PA > aSS Q Hmgt n,'12xa 77039 D.ue: 0 liM 06 42 281442-4584 fac 281442-9W Pap.: Idl SPAN PIfYH QI'Y (61L OHR PIY(S) SPAC WOPIPLY 1a20 0112 1 000 000 1 :A111 97ft 1i I l]L 1ua sv 1sg4i ,srI 15g41 Sb9- RV" P'$_ P'$_ ,it4I oaa All piumx-4nm l9 be Ea* ID aJem glkmis lnel b�m1� v� ee� v cs Sr. v (1) AW lCll LD BNgcuk: IXCID2v TC: 034(Cr� Kn9 Dffin L1AA o1-12) LIM 10 'IPI I-2➢w Bc- o29f1&13) Rnw Dnlm L= Out) L/3f9 BCLL:0 Rq�M Nn Vffi. DMo-13) Bac'IL Darn 11 BC0. 5 LmWDAL: 100% 1T BreC Bre NfiM MVR. R. M G Unlifi MazM SUnHfi Mn C&CDoiR M UnliR MVBmz (I 1 6m MS ms - 21 1 92in IA31 &. toopf 1%N -96bs MBW.riBl RC 4x2 WR PnR2 BC: 4x2 NFh SW#36x2 Imd(h.YDl: Sldllrad[teJ ( 3m vLL LnOID) L Umfim 51) 1 9 BltlLai 3YibNfIM R,p Rp DDO IC-2-0 W24) %Lpf Num py1 ISO pY ISDptl MemberForces EAG 1x IVAv (>tem.l Ian aPoma Iiv IIM1 YStl� Hvm Flo = 1 trA xu 11— lal lu� 31Y ntlD f391 E9 %L 11151 0.11F�1� 61B F= . Ogll ReOc SI"/ F��1 Ra LLIY2 (8(I IXl NOICS 1)Unb�mUnluuis,8vmonaPlcvrymascmmMaPVewtMnPnrtyllmvnlfiome� siaWF�lna 2)UnL dlmai at]6 al ,UN(wW�g�ge,mea�cnglakcvy 3)Cd ,,bb .whl3x47O,p 0)AIWI&nbkvdlcxilM1 ISx420gap�.DN.O 5)Bfibsboxnisf—forlere9wrn.s,amn,-O aP irenarcs,reltn BC9-B3 plbis1u16y tlxSBCA ni'Ibef¢elreimmkvm! 1M1IS Mauvss�5596 (Cq=0.45). ]IBwBIngDClg�latlWl Vmf) stllxei81nnf16ewesatlabe64 Fal �mei#s dimex®iBC1Y.5lr.! R) RiNrxl btrks ere la§I m end vetirds vriN } I M luk imo xih (a¢ 9)An%P6fmNlfplvssbm�balfa�Duxuucsa dyFx. 10)'Ibe'S5P'WlcMw�in1M'T1aeiil9unnay"zmveinSma'OcmvSFlB ds'gnv��-srelune 1, Z113 uael i u) F]Ilr6ca¢mnnafuNmmbns. 12)Oxmrtgtice�mfinnanpmry kalma',xpvnlmnmaumlbe�n8� a3air615,21 mry rmllobemaiNral 0 9a P-9264 Tn,,BnimT.Sdt.0911 FayeWWP L' 1270058 0022/0027 Amer;mTri Bms�P HOBSim,'12xaz 7/039 281442-4584 fae 281442--9W SPAN PfIY}I (m OHL om G L CANI'R 380 0/12 1 000 OBB 00(1 1100 aao 1 1-aa -1" 3a0 F® FM V- i 1 o o� .� o-00 1-IRa rlaP °'40 laao saP MI plaiI, vvn wb PagNIDmJemglamismel T�lml lab. 2958Rv�P D.ue: 06'19?b OhHR4] page: laz PLY(S) SPACING WGTZMY 2 12m 1Sne I�ml c� c v cs mo ee� v (1) A� Cancl (P.p B4lgccde: IRC ID2v TC: olll1-2) 1{n'IL oin L/AA (o-51 LIM WLL 40 lAM4 Bc. om (o-5) 1{n IL oin L/4A 5 L/YL =)L: to Rq�Mb' Tb Vffi. ow(") Wrz'IL DIn 4 BCLL'.0 L 1301.: IW% BC0. 5 Re4mtioo IT Hre Comb Bre NftlN RMBreWNb MURaii Mm Cm+fp�ifi [.1u MNRRSUpiftManC&CllptiR 06/19 MUMae Naiz b I 15m — 54Ms -210 21JMT 4 I Lln 15111n 139M ' Material lC: S n2z4 l -dw TG 9retivtlrcPuirtca M13o BWn�ignby Ctlac. P HCS n2a4 HC: 9rvlvtlrcPuirtca lOooA�dndsign byQh N S 4122.4 made p'mism.��b�dm�ganlrrelremmea�elmm�c IOP.rbnmm�a.wurelmp��lwis. 2)Mi�timmn sl �atOcivG�glasrcn��yiel in�rewiN B2C 3o15 Imd Lrl Sldli¢Imd EAG Q LMLM Man6x I Lxaicn2 U�mmn 3m1d FNImi 'oibWM I 'Rp I. }%p I)1Mf1 'Np 040 3411 Omm IM P mppu mpr p 'Np 340 3A11 m Omm Pbti ZI pV m pr ImdC reOISWDeadlmd L 4u I—lm mm2 L\mn 'IFbWM Tbp (Ik4) ,0 5IpF Rp Ooo 3411 Cum AM 5P( 5P 'Rp 340 1$11 M.m S SPITH Brn Ooo 1$11 M.m P" 25IYf P 25pC Bp o00 160 M.m 25IYf F" My 25pff Bm a4B 54B B.,.m 11g zs pm uptl Member Forces me.awe.�reu.m.�s�sa.:n�.l��:amrs+mR�t�xarn��a�yra.�s.muerme xm 'alas b7tuss Cmreciivl S}1BnmrY �wcuim wwnvorcn w1 s z8s TneB WT. Salwam0911 EaseWWP L' 1270058 0O2310027 Amerkm TY 15M9�P Hmgtl T 7/039 281442-4584 f. 281442-9W SPAN PRY}! (M OHL OHR Yi1N1'L 380 0/12 1 000 000 00(1 Nm 121A�(x�eas mntimwi2-12"bng, w'¢smMa{semai 13)Nalk in Iuvtl3MplysbellleoRffifransugsivePia by 12tl¢wllsl®ig. TR1 Iml m 2nsx�a D.ue: 06'19?6 0&ORiA Page: 2az G R PLY(S) SPA@ WOT/PLY 000 2 12m 18@s Tne MT.S&..am0911 EagleWWP L' 1270058 0024/0027 Amer;mTI Bms�P H¢BSIm,'12xas 7/039 281442-4584 f. 281442-9W SPAN PDY}I (m Om OFB2 GITI'L CANTR 400 0/12 1 040 000 00(1 0011 a 00 ano aao auo coa Flo Flo sys- 1y�ai s�. i - 1 3. b 0a0 auo ago O-no 210 ano All plop, vvn Nbe Eagle 3lmJemq iloismel Tri]ml 2 lab. 2958Ra�P Dale: 06'19?b 060051 Page: Iaz PLY(5) SPACMO WOT/PLY 2 12m MN ImmnG(pA) General DeB fi. U (br) Al..d Cancll (Pl Bugch: IXC ID21/ TC: 7 FilIa}) Vi,n l OAl in L/4A 5 LIM = 40 1A1-2➢10 BC. OOS (45) 1{n IL Oin L/4A (15 L/YL =,L: 10 Rq�Mb' Tb Vffi. o1nP-sl Hvz'IL Oln a BCLL'.0 LmiaDAL: IW% BC0. 5 g� 06/19 IT Hre Conhi Bq UM M Mlk,z lA b I 1511�n 54tM - - 6 01n 1511in W3N - Material l S n2x4 li-dw TG 9retivtlrcPuirtca M134PWn�ignby Ctlac. F HCS n2x4 HC: 9rvlvtlrcPuirtca 1004A�dnd ''gn byQh Nih SYP#2 2x 0 I� D M1Ntimmn stm.� htic baNg � rcp bs yyini N axe wiN IRC 301 S 2) N �rtv¢ mN IRC 311I5, mi�timum BCLLk M ru aply. Inml Sn, rl Ri0Hre1m0 EAO MLMLM Man6x Iaaiml Lxaic1 Di,m'm 9mpg Fmill 'RibPfM1h 'llp Oul Ibwn mpg lupr (44) Rp 1160 3.411 Cum Rp }80 6611 Cum m mpu mpr Rp 040 6611 Cum m mpu AM ZI F11 mpr EIPtl Im1lS�DPSWIIradlarell UaLv Lu v IYiml Lmim2 Lmfm 59,0 'IFbWJh M5 1p IW PftTRIP 060 Du P" 5P1 5pH 'ICp }AO 660 Dum AM 5P1 5pC 7bp000 60O Dum SWI 5py Bm 40 Boi 0 n Ml um Fin— Pq ssPh p Boi n60 3g11 Fin— Pq Ph npff 2 PR Bm }g0 yO0 Du`n Pq 25Pff sspR eu n44) a44 Dnwn P(A 25PW zs Plr NI®M1ar Ftll'CS TW.'a6s^ah�vR�Cl maem�i¢(rm�rv^h^LssLL1Y96m &A^Nn YtlIMaeM1mnARe We u,mi ian N�za nlsl lan¢.) 1 I n,m, inIb ouxi aassai h TAL PRODUCTS, LLC P-92" TneBmUo)TncceS. ,l V5.9.11 Eagle Mehl AOSe4' 1270058 0025/0027 Amerkm T2 15Ms�P Hmgtl '12xa 7/039 281442-4584 fae 281442--9W SPAN PHT}I (M OHL om GITPL ('ANPR 600 0/12 1 000 000 000 000 '��� b'6'Rs5 Caooecam 5}1m1®'Y Ceimom [mrnelM�i FN fC 3aa Nl s 1)UnL. NvinM1w.i�, d�mortw�wvrywssmmOaw PYesxtMnP^rtagmvelfiome� siw�Ep nm. 2)Thef hiraia�m�mfinM1ismo(um'sis lORrl�q=�)- 3)Pmvi M,.,meNamgebpca[IviN�w. 5)Ac f,ntlI ffl hp .ppasM WngwiwGrs lcBmog9�mnay. 5)Ao�fxmmf ILOM1a'6rngTAaifs WswssaWjv'iv '/1'IM1e fauxcM—fwNis I mw C:IMIrc. 9)1Yual M1rvingslWl�alaiMb�Ply. 10)Allfmrnn nunlmmm2-12"bng,m�I�csoNaxise norm. 1 nwaiM1�e ixfanaamgyxnmeemr:x rn»�� sum9veP4a M 12ticreilxPeing. T�I= m 9 sxa 06'19?6 0&0051 Page: N , 2az PLY(5) VA@ W T/PLY 2 12m MN LSJ Tu .MTscsS ,t V5.9.11 1270058 0026/0027 2958 Kosse Ct ® This shape represents recessed lighting IxnFARI IeI TRum m _JTxFxR �IFlV exn PDFr:AI RY AN TxF USERTHATEACH INOIVI hLLTRNSS CLMPoNEM R EPICIED FOR wwCIfA IIss RESIGx URawlxG HAS BEEN PREPARED RY 'TRUSS DESIGN FNfANFFF MFST RFIN NANn HUD s,RIrnY INACCORDANCEWITHTHE RJ%DBIGN im F12 112N 1 zw zo TRUSS DEPTH: TV' / TRUSS SPACING: 19.2" & 24" O.C. — U.N.O. THIS IS NOT A STRUCTURAL DRAWING —THIS IS FOR PLACEMENT PURPOSES ONLY SPACING PROVIDED IS A GUIDELINE AVOID PLUMBING AND OTHER PIPES DBL TRUSS DOES NOT REQUIRE CONNECTIONS SEE SEALED TRUSS DRAWINGS FOR 2-PLY TRUSS CONNECTION DETAILS SEE STRUCTURAL PLANS FOR FRAMING NOT SHOWN 1270058 0027/0027 42'-0" �,-o, 1 Im' UTILITY EASEMENT F- —. — — — — — B B — — — _ — - AY WIN LU 15' REAR B.L. _�s� 1— 'IN I I , I I'- I r1 _m•I i� I � - TERR. - I I BAY WINDOW SAY WfNDOW �ILU z z Ie LOT-8 J I e 5138 SQ: FT. Qj m 01119 ACRE - A 0 I q I INSTALL FIRE SUPPRESSION { p d) SYSTEM l N I � N I I I \ I\ POR H 20' BUILDING LINE —� CONCR. PAVER I \ CONCR. WALK(53 SQFTJ \\ DRIVE (493 SQFTJ I 61 fg 10' UTILITY EASEMENT 1 31:66= 2e5a 05SIz- GOufR1 0 0 L� X 3 Ir3 1'i3 SITE DATA CHART _ 0 LOT 817E 5,136 SOFT. _ MAX LOT COVERAGE 2,526 SQFT. LOT COVERAGE PROVIDED 2,426 SOFT. (41.21%) MAX IMPERVIOUS COVERAGE 13,19 SOFT. (10%) IMPERVIOUS CVS. PROVIDED 2S12 SOFT. (51.84%) LU O f e I TE fL,4N o � SCALE: 1/0°=1'o° NORTH ti LOT a SLOGK 1 DOVE STATION s GR4FEV N€, TEXAS REVISIONS 1. 2. 3. 4, DATE. 4/13126 12RAUN BY EXO C41ECK BY: EXO EEOJECT NO q OPEC. NOTE: THE GENERAL CONTRACTOR ANp I ti FT N �R ALL SUOCONTRACTORS SHALL REVIEW THE 1 WLL D TENT OF THE PLANS FOR /'� I TE DISDREPANOIES AND OM155lCNS PRIOR TO `•`"/'1 OOMMENCEMENT OF WORK DOOR SCHEDULE WINDOW SCHEDULE AREA5 SCE. FT. �,,. BIZE SpRI�IDN ,� T.10IZE IDEBpRIPTIDN FIR;TF�DpR,A,p, I B I ENT G, pl. FIX Y�14' O�RNE.4D O I %_ TO CASEHENT Fl�GA IUTAL C MPI:kE 35,0 In 9 � I aBxsm / E 3'Oi ih'h' FIX4P.p . rc�ET .�IDe G. 13d'OUfMIL FN'D�'lL. pl. 113050 I it I n WIG I uvx cuaEE I ,n L: ,-m• I e I I 4 I ^I L I 'H, s+ I BEDR�OOh 2 p n BED ROOM HANG 9 e ^ m n5r e e. z 'wuE BAT 63 as NGH mFEN ruuris a 1 I ' I I +LOFT 5 I $ Ili e I 1 + BEDfZOOM 4 ---_ i........... .......4iuvv m 5 I I V, s-. •. H., .. � rp .. Q.m •- a-e L S€CONE) FLOOR FLAN 1/4`•1'8J' wee Nan. Y.m� II.m• ./�•- • -°'l e.m e'G��I c-m '�~ q�.'4. T'5 iPR R ---------------- BEDROOMI 4 ' Iml G=lurr. Y a 0 A i ICI � I 1° mi I� GOV. TERR I HA PRIMA2' G 5 u e Q TH o GIS IpER — ®m „e m � . III 6sem Ln ui I• I 91 o I F ILY I � X II R �\ / I , - — MUUT LY D IT o _ 11 � YU s U O TAR � j m f i/EN71R'T' u ,Y = II m n Iar mE 2-CAR .ARACsE p REV15ION5 •gym I _ (�l Y 3. EPORGH I. m.o 4. • O 4 3 _____ eEAn aBv. 9 v m 4/13/26 EXS CHECK BY: EXS FIRST FLOOR FLANUecT No. 1/4'•I'V SPEC. NOTE: THE GENERAL CONTRACTOR AND SHEET NUMBER ALL SUBGONiR4CiOR6 SHALL REv1EW THE Al FULL CONTENT OF THE PLANS FOR DISCREPANCIE3 AND OMISSIq S PRIOR TO COMMENCEMENT OF -- ' �� 7RJOfll j01N31J3�`I3WW07 of aOlad SN016SIW0 4NV 6317NGd3a7Sl� aOj SNV�d 3H1 iO 1N31N0�'I�M 3H1 fA31n3a ,'lv'H4 921OL7Va1N0�9f5 TN 93g�p- aNd aol�valNm �tla3N3J 3M1 °31oN '73d8 SX3 'M 3 Sx3 a 9L/£Vb �Q sd� aoua sro�s � 0 �r�vr rorei�a'rii ��'�l^yl] uv�i,eb'� / 3aMd r i3tma�- '��I rol.vw�,s�-�a,oa aaeurry r�vav�� lna, dia.s aa, o irr�viw�. a3wnou nwu� n3es3naa in aaiw�m+,lsna�3� .�. uv�, rva a3.wKK+s�uv� aaruxs mirrraa.�mm a 8 O .0,1•.b/� -1t4 .0.1=.b/1 N'V-id 1t>01 10 �3 �007� Q 0035 I l I I SHINGLES AT 10:12� —SHINGLES AT 10:12 12 HARDIE PANELING s" 20'S' PLATE f 20'S' PLATE HARDIE PANELING HARDIE SIDING R k Y HARDIE 61DING ILL 3 �_ t" SHINGLES AT 4:12 S a 11'8' 2ND FF. __ _12'I' PLATE s II PLATE METAL AWNING W/f I — n SUPPORT CABLE _ 7 F HARDIE SIDING HARDIE SIDING— FF- FRONT ELEVATION 1/4'•I'0' �EGOND AND FLOOR WITH DF BETWEAND EN FIRST FLOOR SHINGLES AT 10:12 SHINGLES AT 10:12 SHINGLES AT 8:12\ I l 2m'S' PLATE__ _ 'I I _20W PLATE o HARDIE SIDING ——HARDIE SIDING 9 SHINGLES AT 8:12� \ 12 _SHINGLES AT 8:12 t � 111 10'I' PLATE HARDIE SIDING HARDIE SIDING T - —HARDIE PANELING HARDIE PANELING- /_ — FF. FF. !/ HARDIE PANELING HARDIE 51DING REAR ELEVATION NOTE: THE GENERAL CONTRACTOR AND ALL 6 S ONTRACTOR6 6HALL REVIEW THE FULL CONTENT OF THE PLANS FOR DISCREPANCIES AND OMISSIq S PRIOR TO COMMENCEMENT OF -- /\INGLES AT 10:12 SHINGLES AT e:l" _ T HARDIE SIDING 209' PLATE \\ 20'9' PLATE HARDIE 51DING� L HARDIE PANELING o T HIT -FF7I SHINGLES AT 8:12 a II'S'_2ND FF.SHINGLES 121' PLATE t SHINGLES AT 8:72 AT 8:12 IO'I' PLATE _ 10'I' PLATE______PLATE —_ --- 9'I' TO BOTTGM - ALINING —METAL AWNING HARDIE PANELING —HARDIE SIDING HARDIE SIDING FF. 'HARDIE PANELING LEFT I EFT ELEVATION IL EVATION I/4'400' %.-L-N 2O'9' PLATE LINES ARE BA5ED ON 10'1' AT FIRST FLOOR AND 9'I' CEILING Ai D FLOOR WITH I'T'BETWEEN FIRST FLOORSHINGLES AT IO:i22 AND SECOND FLOOR 12 I \ / IB ;y SHINGLES AT 10:12 --- � �\ SNINGLESAT 8:12 20S' PLATI_ - \2P'5' PLATE HARDIE PANELING — o � � 24=6:66 o T. HARDIE SIDING '-F +Fi. Aff. IT 12'I' PLATE SHINGLES AT 8:12 w .. IO I' PLATE a nIe IIIr`11 —_ Aj__ ^ HARDIE 5IDING—lid'�—C- - HARDIE BIDING HARDIE PANELING FF. FF. HARDIEPANELING RIGHT ELEVATION 1/4'.1'0' NOTE: THE GENERAL CONTRACTOR AND ALL 6 ECONTRACTOR6 6HALL REVIEW THE FULL CONTENT OF THE PLANS FOR DISCREPANCIES AND OMISSIOJS PRIOR TO COMMENCEMENT OF -- 8:11 ; GOy. TERR 8:12 a ' 1 a 1 �o ------------- 1 1 8:12 � 812 I 2 'PLATE------- QI2m'9' PLATE d &12 1 I e i aaz I H1 I 8:12 I 10:12 I 1 ?o 9. F L�I 10:I2 1 1 1 I I 1 1 III I 10:12 L1ii111� 1 r�rr�T I®:1z iiiiil�i 201' PLT. 20'S' PLT. � — I ._� I0T Fl-ATE w &Is w a a � d It 20'9' 8:12 R 10:12 10-12 JI 4.12 I B 0 91 1 10:12 10:12 1 I 1 4:12 1 ---- I d' I t I A 1 I 412 I_ METAL ALLNING - ------- 9'I' BOTTOM ' I OFF AWNING 1122I' PLT. ' 121 PLT. s� NOTE: 20'11' PLATE LINES ARE EASED ON 10'1' CEILNG AT FIRST FLOOR AND WI- CEILING AT SECOND FLOOR WITH 1'1' EETWEEN FIRST FLOOR CEILNG AND SECOND FLOOR ROOF FLAN ROOF N 1/4'=I''O' ®-m• m•.m ..m � 1 m %i Lo•l m s 4 9 m W E 0 y U1-7 ,7 SLAB m SHOWER AS REQUIRED 6LOF TO pPAIN - VERIFY DRAIN LOCATION 7F UIORIC ISLAND �� ILL LO"A ION PRIOR TO POURING SLAB m W 3 .-m ✓ ERR 'ilir� 3 II I �•..•.�L J, a caSiRi L Ir� GrFo : 'fit' 9 �m u - - - coNcrre s�aa oR _ •' I II II 1II, 3 L_____J I I I LOCATION OF ELECTRICAL CONDUIT = - W LOCATION OF STUD WALL Fr 19 ===I LLJJ I I I I Q m carRAcroR ro - U cawEi�,LccAnoN CF - m s ooaR ours rlxlort - n 61 m rcoNcxre sL.asHE . m E O REVISIONS g 1. I' S. 4. _ 4a�� 3-s L - r-: '-�J�-'• DRaw Br: Ex8 u m EXS PROJECT NO. FOUNDATION PROFILE` 1/4 =10 NOTE: THE GENERAL CONTRACTOR AND —ET NUMBER ALL SUBCONTRACTORS SHALL REv1EW THE FULL CONTENT OF THE PLANS FOR DISCREPANCIES AND OMISSIONS PRIOR TO COMMENCEMENT OF WORK e 5nx noRNICE AT SIDING (10:12) SCALE: 3/4'•1' 3-24" LVL'S SET BOTTOM AT S15' AF.F. \ VERIFY WITH MANUFACTURER SPECS. \ BEAM SUPPORTED BY MIN. (4) CRIPPLE STUDS U/ 2 FULL LENGTH STUDS AT ENDS RO. 144' WIDE _ NOTE TO FRAMER: OPENING WIDTH-OETER"IINES CRIPPLES UNDER HEADER UP TO a' = 2 CRIPPLES S' TO 12' = 3 CRIPPLES 12' TO 16' = 4 CRIPPLES 16' TO 20' = S CRIPPLE - OVER 20ADD I CRIPPLE FOR EVERY 4' OF LENGTH 121x81 SL fDING DOof;R LX7 °a) FX-11L'' fROC�_l SCALE: I/2"=l' xu xmcexma GABLE ROOF OVERHANG HARDIE PANELING/ SIDING WAS SCALE: 1/2' • I' gy ❑ BOX CORI`IICE AT S1D1NCs SCALE: 3/4'•I' U a ❑ N 1M, tt W X 3 W 4 p � z W � > IC d u m � Lz zm �� sax«wa ro O xc wxoo snos • z. oc� xw vwiwma`� corev REVISIONS I. 2. TYPICAL UALL SECTION 4. DATE 4nsrz6 (STONE/�BRICK) DRAUN BY: ecALE Exe CiIECK BY' EXS PROJECT NO. SPEC. iI"IBER S T rf4ND ARD D E T ✓'4 l L S. r��IL8L�LZFATEN�T:FA THE GENERAL COAL TOR AND — TORS SHALL REVIEW tHE •1 THE PLANS FORNp OMISSIONSPRIORTONCEMENT OF WORK LADDER JUNCTION INSULATEd THREE -STUD CORNER (CALIFORNIA CORNER) ex�iox mAu rear wmi� aF wAu wrsmt eoprEw\ E woz-111ATwi:u INTERIOR WALL INTERSECTION OPTION-2 SCALE: NTS APPROVED FRAMING CONNECTOR OPTION !SINGLE- OR DOUBLE -PLY HEADERS) wnmewwu. _� — � �a s.wrTmeL Pu:u+ ENGINEERED WOOD AND LUMBER HEADERS SCALE: NTS �ern�.emwr+Ai �Aoere.+r� Rem,�� caP�E swaT�x coos OPENING IN NON -LOAD - BEARING WALL „. we,Aca s,�s Pea�ooE OPENING IN NON -LOAD -BEARING WALLS SCALE: NTS THREE —STUD CORNERS SCALE:NT5 LARGE OPENING 51NGLE HEADERS i ENGINEERED WOOD AND LUMBER HEADERS SCALE:NTS 51NGLE-PLY HEADER Ql— ��xTo sTracnvol r-�aus) "�ii �.ere..f is ox as xTunw aa.a. �r..l *obewenw: wurweRwR Wiese. Pv� wo�s,voa .:. o� -- r"`�•wsu r�To.+�,RAL r• ��„Area �,a ose oa p,.u�o ENGINEERED WOOD AND LUMBER HEADERS SCALE: NT5 ST,4ND,4RD DETAILS NOTE: THE GENERA CAALL RTORAND ALL 611E THE GENERAL 6HALL RPVIEW THE WLL CONTENT OF THE PLANS FOR PMCREP4NCIES AND OMISSIONS PRIOR TO D ENCEMENT OF WORK GENERAL CONSTRUCTION NOTES: ROUGH CARPENTRY DEMOLITION / CONSTRUCTION NOTES I. OWNER / CLIENT RESPONSIBILITIES: REFERENCE IS MADE THROUGHOUT THESE GENERAL NOTES TO RESPONSIBILITIES AND STANDARDS OF CARE TO BE FULFILLED BY THOSE I. FRAMING: A STUD WALLS PER APPLICABLE BUILDING CODE. I. THE INTENT OF THE DEMOLITION PLANS IS TO SHOW THE PROVIDING SERVICES IN THE DEVELOPMENT AND CONSTRUCTION OF THIS PROJECT. FULL HEIGHT WALLS SHALL HAVE CONTINUOUS STUDS FROM GENERAL NATURE OF THE DEMOLITION SCOPE. THE�.i OWNER / CLIENT SHALL BE RESPONSIBLE FOR ADHERENCE TO 71405E REQUIRMENT5 BY THE OWNER, BUILDER GENERAL CONTRACTOR SUBCONTRACTORS AND OTHER PROFESSIONAL BOTTOM TO TOP PLATE. B. CEILING JOISTS: PER APPLICABLE BUILDING CODE. GENERAL CONTRACTOR 15 RESPONSIBLE FOR VISITING THE JOB SITE AND VERIFYING THE EXISTING CONDITIONS t qie CONSULTANTS NOT RETAINED BY THE DESIGNER USE SOLID BRIDGING. DIMENSIONS. THE GENERAL CONTRACTOR SHOULD NOTIFY C. BACKING: PROVIDE BACKING AT ALL PENDANT OR SIGNATURE DESIGN STUDIO IMMEDIATELY OF ANY 2. PERMIT SET: THIS SET OF PLANS IS SUFFICIENT TO OBTAIN BUILDING PERMIT, HOWEVER, SURFACE -MOUNTED ELECTRICAL FIXTURES, RAILS, GRAB BARS, DISCREPANCIES ALL MATERIALS AND METHODS OF CON5TRICTION NECESSARY TO COMPLETE THE PROJECT BATH ACCESSORIES, ETC. ARE NOT NECE55ARILY DESCRIBED. THE PLANS DELINEATE AND DESCRIBE ONLY LOCATIONS, D. FIRE STOPPING: PER APPLICABLE BUILDING CODE. 2, COORDINATE AND VERIFY WITH THE OWNER ALL ITEMS TO DIMENSIONS, TYPES OF MATERIALS AND GENERAL METHODS OF ASSEMBLING OR FASTENING. E. STUD WALLS: PER APPLICABLE BUILDING CODE. ALL BE SALVAGED PRIOR TO DEMOLITION. SPECIFICATION OF PARTICULAR PRODUCTS OR MATERIALS IS TO BE COORDINATED BY THE STUDS TO HAVE FULL BEARING ON PLATE. ALL STUDS TO CONTRACTOR AND APPROVED BY THE OWNER THE IMPLEMENTATION OF THESE PLANS BE 16' OG. UNLESS NOTED OTHERWISE. STUDS TO BE SIZED 3. GENERAL CONTRACTOR IS TO MAINTAIN A SEPARATION REQUIRES AN OWNER / CLIENT / CONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE PER REQUIREMENTS OF BUILDING CODE. BETWEEN AREAS WITHIN THE SCOPE OF WORK AND AREAS " APPLICABLE BUILDING CODES AND METHODS OF CONSTRICTION SPECIFIC TO THIS PRODUCT F. USE CONTINUOUS, FULL HEIGHT STUDS IN ACCORDANCE OUTSIDE OF THE SCOPE OF WORK TYPE AND TYPE OF CONSTRUCTION. WITH THE HIGHEST STANDARD OF CONSTRUCTION AND FRAMING PRACTICES. 4. CAUSE NO DAMAGE TO EXISTING CONSTRUCTION TO REMAIN. 3. BUILDING MAINTENANCE: THE EXPOSED MATERIALS USED IN THE CONSTRUCTION OF THIS G. ALL ANGLED WALLS TO BE 45 DEGREES UNLESS NOTED TAKE CARE NOT TO ENCROACH ON ADJACENT OCCUPIED PROJECT WILL DETERIORATE AS THE COMPLETED PROJECT AGE5 UNLESS PROPERLY AND OTHERWISE. .AREAS OR AREAS NOT WITHIN THE SCOPE OF WORK. ROUTINELY MANTAINED. THE OWNER / CLIENT / CONTRACTOR SHALL PROVIDE OR CAUSE THE DEVELOPMENT OF A PLAN TO KEEP THESE EXPOSED MATERIALS PROTECTED AND H. BUILT UP ROOFS, WATERPROOF BALCONY DECKS AND EXTERIOR HORIZONTAL AREAS ARE TO FRAMED WITH SLOPE PROTECT ALL EXISTING FINISHES, DOORS, FRAMES, ETC. WHICH AREA TO REMAIN. 0 MAINTAINED THROUGH COMPLETION OF THIS PROJECT. TO ENSURE WATER DRAINAGE WITHOUT PONDING. 4. ALL CONSTRUCTION SHALL COMPLY WITH THE MOST STRINGENT REQUIREMENTS OF ALL I. PROVIDE CRICKETS AS INDICATED AND AS NECESSARY FOR PROPER WATER DRAINAGE AND TO REDIRECT CHANNELED 5, USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO ADJACENT AREAS. CURRENT APPLICABLE CITY, COUNTY, STATE AND FEDERAL LAWS, RULES, CODES, ORDINANCES OR RUNOFF WATER AWAY FROM VERTICAL SURFACES. ❑ AND REGULATIONS. IF THE GENERAL CONTRACTOR OR ANY SUBCONTRACTOR PERFORMS ANY J. PROVIDE BLOCKING WHERE REQUIRED TO PROVIDE 6. CONDUCT DEMOLITION OPERATIONS F THE REMOVAL OF WORK IN CONFLICT WITH THE ABOVE MENTIONED LAWS, RULES, CODES, ORDINANCES AND UNIFORM SURFACES WHERE FLUSH JOISTS AND BEAMS ARE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH STREETS, �\ REGULATIONS, THEN THE CONTRACTOR IN VIOLATION SHALL BEAR ALL COSTS OF REPAIR DIFFERENT DEPTHS. WALKS, N OTHER ADJACENT OCCUPIED OR USED FAVLITIE5. ARISING OUT OF THE NON -CONFORMING WORK, K USE MITERED JOINTS AT FASCIA SPLICES. COMPLY WITH LOCAL JURISDICTION REQUIREMENTS FOR J 5. PERMITS: THE GENERAL BUILDING PERMIT AND PLAN CHECK SHALL BE SECURED AND L. ALL DIMENSIONS ARE GIVEN TO CENTER OF FRAMING, UNLESS OTHERWISE NOTED. RECYCLING AND TREATMENT OF ITEMS TO BE RECYCLED. E PAID FOR BY THE OWNER / CLIENT. ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR T. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS � BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. LEGALLY OFF THE SITE. COMPLY WITH ALL LOCAL HAULING 0 a DISPOSAL REQUIREMENTS. ' ^ 0 6. NAMED PRODUCTS: THE DESIGNER MAKES NO GUARANTEE FOR THE PRODUCTS IDENTIFIED BY TRADE NAME OR MANUFACTURER FLOOR PLAN NOTES 5. EXURB STUDIO HAS NO KNOWLEDGE OF AND SHALL NOT BE Y' m T. SCOPE: THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FURNISH ALL I. ALL GAS OR WOOD -BURNING FIREPLACES WITHIN A DWELLING UNIT SHALL HELD LIABLE FOR ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON JOBSITE. THE CONTRACTOR SHALL B LAOR, EQUIPMENT AND MATERIAL INDICATED ON THE PLANS AND REASONABLY INFERRED COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE AND LOCAL AMENDMENTS. IMMEDIATELY ISOLATE THE AFFECTED AREA IF ASBESTOS x OR REQUIRED BY THE APPLICABLE CODES. 2. SMOKE DETECTORS SHALL BE INSTALLED AT LOCATIONS REQUIRED BY OR OTHER HAZARDOUS MATERIAL ARE DISCOVERED W, 3 THE INTERNATIONAL RESIDENTIAL CODE AND SHALL RECEIVE THEIR PRIMARY DURING CONSTRUCTION. NOTIFY OWNER FOR FURTHER 8. 5UB5TITUTION: THE GENERAL CONTRACTOR AND ANY SUBCONTRACTORS SHALL NOT POWER FROM BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACK UP. INSTRUCTION BEFORE PROCEEDING WITH OTHER W'ORC. 3 MAKE ANY STRUCTURAL SUBSTITUTIONS OR CHANGES WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER 3, UNDER NO CIRCUMSTANCES IS THE USE OF WATER RESISTANT GYP. BD. 'GREEN BOARD' AS BACKING FOR TILE OR WALL PANELS IN ANY POTENTIALLY 9. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND 'WET' AREA TO BE USED. USE ONLY PANELS RATED FOR MOISTURE ! MOLD PROTECT AGAINST DAMAGE DURING DEMOLITION 9. CHANGES: ANY ADDITION, DELETION OR CHANGE IN THE SCOPE OF THE WOW DESCRIBED RESISTANCE. SHOWER STALLS SHALL BE FURNISHED WITH A HARD, NON ABSORBENT OPERATIONS- ByTHE PLANS SHALL BE BY WRITTEN CHANGE ORDER ONLY. ANY APPROVAL FROM THE MATERIAL. BUILDING OFFICIAL FOR A CHANGE IN THE WORK SHALL BE THE RESPONSIBILITY OF THE 4. PROVIDE A MINIMUM 30'.22' ATTIC ACCESS OPENING WITH A MINIMUM HEADROOM 10. UPON COMPLETION, CLEAN THE ENTIRE AREA OF GENERAL CONTRACTOR CLEARANCE OF 30' WHEN MECHANICAL EQUIPMENT 15 INSTALLED IN THE ATTIC SPACE. DEMOLITION TO A TIDY, UNIFORM CONDITION REMOVING ALL 10. INTENTION: THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL LABOR MATERIALS, THE OPENING SHALL BE LOCATED IN A HALLWAY, CORRIDOR OR OTHER READILY ACCE561BLE LOCATION PER THE INTERNATIONAL RESIDENTIAL CODE. DEBRIS, DUST PARTITIONS a ASSOCIATED MATERIALS USED DURING THE DEMOLITION. CLEAN ALL AREAS IMPACTED BY EQUIPMENT AND TRANSPORTATION SHALL BE INCLUDED IN THE WORK FOR THE COMPLETE 5. WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RE51ST DISPLACEMENT. THE DEMOLITION, INCLUDING BUT NOT LIMITED TO, ADJACENT EXECUTION OF THE PROJECT. THE DESIGNER SHALL NOT BE RESPONSIBLE FOR THE MEANS STRAPPING SHALL BE AT POINTS WITHIN THE UPPER AND LOWER OF IT'S VERTICAL OCCUPIED AREAS AND AREAS NOT WITHIN THE SCOPE OF AND METHODS OF CONSTRUCTION. DIMENSION. AT THE LOWER POINT, MAINTAIN A MIN OF 4' CLEARANCE ABOVE THE WORK 11. REVIEW OF DRAWINGS: THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL WATERHEATER CONTROLS. 6. GAS WATER HEATERS AND FURNACES SHALL BE LOCATED ON A RIGID RAISED 11. COMPLY WITH ALL STANDARD LOCAL, NATIONAL, STATE AND REVIEW THE FULL CONTENT GF THE PLANS FOR DISCREPANCIES AND OMISSIONS PRIOR TO PLATFORM A MINIMUM HIGH. FEDERAL SAFETY REQUIREMENTS FOR COMMENCEMENT OF WORK THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ANY WORK NOT IN CONFORMANCE WITH THE PLANS OR IN CONFLICT T. SAFETY GLAZING TO BE PROVIDED AT THE FOLLOWING AREAS: DEMOLITION/CONSTRUCTION. ZZ WITH ANY CODE. A. SLIDING OR SWINGING DOORS 12. THE INTENT OF THESE DRAWINGS HEREIN 15 TO REPRESENT A V S. TUB AND OR SHOWER ENCLOSURES AND GLAZING IN WALLS LE55 THAN 60' COMPLETE WORKING SYSTEM. ALL CONTRACTORS SHALL BE Q 12. USE OF DRAWINGS: DIMENSIONS TAKE PRECEDENCE OVER SCALED MEASUREMENTS. DETAILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE ABOVE THE STANDING SURFACE OF TUB5 OR SHOWERS. RESPONSIBLE FOR PROVIDING AND INSTALLING ALL NECE5SARY TO AND INTENT, fp U INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. DETAILS NOTED 'TYPICAL' G. GLAZING WITHIN 24' OF THE SWING OF A DOOR D. GLAZING IN WALLS ENCLOSING STAIRWAY LANDINGS OR WITHIN 5' OF THE COMPONENTS THE DESIGN WHETHER SHOWN OR NOT ON THE DRAWINGS. Z r IMPLY ALL LIKE CONDITIONS TREATED SIMILARLY, UNLESS NOTED OTHERWISE. THE BUILDING BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF GLASS 15 LESS THAN p U W D DETAILS SHOWN ARE INTENDED TO FURTHER ILLUSTRATE THE VISUAL DESIGN CONCEPT AND THE MINIMUM RECOMMENDED WEATHER PROTECTION FOR THE PROJECT, BUILDING CODE SO' ABOVE THE WALKING SURFACE. E. GLAZING WITHIN 18' OF THE FLOOR N j m W REQUIREMENTS, STRUCTURAL CONSIDERATIONS, TRADE ASSOCIATION MANUALS AND PUBLICATIONS AND PRODUCT MANUFACTURER'S WRITTEN INSTRUCTIONS SHALL AL50 BE F. ANY INDIVIDUAL PANE GREATER THAN 9 SOFT. V U b' CONSIDERED IN ORDER TO COMPLETE THE CONSTRUCTION OF THE DETAILS, AND IN SOME m CASES MAY SUPERSEDE THE DETAILS. _ W m ELECTRICAL NOTES GENERAL NOTED_ o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u R£OUnXrffNTS: MRPROA'CrWAMNKS BYOIMFR OK(/p/MLS'.AA[( MOAN SNAL( (INFOMf ro xffRmlbRfAFNr50F riff f(gES[KIm BDN✓. 4 C ALL A54WDENISPpMR rOCNBKGKLM IM FNMA MNWCVAMr=M rO FXKrIM [IXOIIMM BY MAAOIOflEtO SWWYSAM 3 THFOEAFRAL[OHMC SHALLCOMAREAMCMNINAR NffWAW/MS WALL LBSL'PLM£SAMNFPoRIANYOKOXPAMxS BEMfEN pffORA— r01NEAR(HIE(I AM fKYNEER. SHALL APPLY!TALL51roAIMM FAREIH£SAMORSIMARMxD5E5Pf(IMALLYWIABm. SROETBLrI¢ESFORAroLKABpIIYOFAPARrICLpARQETa. IYMCAL OETA0.55NALL APPLYWNErrERORMI INEYARE BF)ARSA[L YNfYm ATFA[HL=..IH£EMBABm SHALLMYFRNNAUxLNTYroBfIFRM'NF ALANLItYWrY%CAL B A<l SIFOYII&MAW01/ffASIOM SMUL BEVfRfflEO MILIHARCHrECD&AGWAWNIOS 'ZlM.CTPoNCLwTR TMSMALLfiAMKNALL NA'TENALS,COMR(TMM BRACM4 RLOCNIM AMMWr AM MYKKNTALRIIEM RmMND romwLErE NNWO.P.YH/ALCWOAME M/IM DffstRU[M5u 0£SION'/NlFNI AM STMAM [pSIRU(--- MOKA IE IMMINMW MAMWCONSIRDYlMN IM'[IXIrRA(TW rNA[L rUMRVKf AMGWECTTNEMORXAM SHALL BE T A¢CONSIRU[/WNNFAM. MIMW75 PRLC£OLOES R[MMOUf; Sm KM AM PBR XV SARR. 2 FIN MY OI_RESPINSM(FfW C0M/AY:YIKWMAM, MIMBS MmL SmU ,, W PM[Ed MmR SART�PRE[AUtAbS AM I PRWRAM/NCONM(MN W NWWORN,¢O IMAI W O:gSS OF pffmNro ,, rMCONIR —,, OR ANY OTTER PERrONr PER£WMMANY W IMWW.( W FOR IBEFARU 31HFCLwroA[RM SHALL IE rNEORAWMOr AM—Y nffF BWANYOK(R£P L,O/BrrMM. GV[roaN]NN6 lSTU(IOWA( IXIfBORPRICR IO PROCf£pM MIIH MORN. RmB'Mm MERSHALL BCMIINm PRAA 7L)O? MNANYS/MCTMAL¢£MWIS50 TNA I OBSERVAINM6MAYBCNAOEF A. wIFRNA—, RmBKNOAE CME -1 OKRE11— A. BURMMLLOf R£OUIRfMN)S NMSIRUCII.HAL [OXLMIF(AD3M-i91 ONSSIA[I3BB E LAIfSIfOIMNOr nff CMI NANALWSIAMANP C—M=A1, A. SP£m#AIRwfW SIRLCRWAL 5M M IMLS IAIS[3 01.. A. AZLOESM 5PfrMA INN III MOOD LIMMKMNlMS-Ml. A. GRNM SIION'EOAB..._..__.17—f aTaMM A. LOADS BASfO BHAYf T-M NaNLOADON— MosfE£Q 35F[oM a5Illa Iprn lO--__. IKMN amwMaAsuNAMxurfmwr a waMTWaWAPrerr rIB¢(¢r _Le L IMESlRU( ALMA~ ARfBASm BNAVANABLEIMLRMAMVAN LNRIEB MD LVSmVA IBIS. IXKMM fffNr$COM[ 1T AM MARMA(r MAY VARY fFOMASrUMO [0.'0/Il0.'S. 1 THfEMaNEER IS MTRL'SPgI51BLEFgITHESIAI.CN.NALAOEBUACYOF rxfIXKIMG BULLOMUIXIEPIWHfRf MIT 3.(BNIRACMVALLVEMFr&LEISPMmNNiIIMS.WN M.AMSIMKNRK£LfMNTSPRIpt MtINN VNB A MEXKpNSTpUrttdlAL 6ENENTSNALI BE__0.RMNFNOWIIMIlr RE1HEWWIIEtf BRAW/KSBR By S. -ALL BENB11FX0/IPNA'A IEL YIFpELO(BMXIgNSgFRRf QY IIWSEAS AV IM O£rIGN FXISTIMERAM Oa SIZE$ SRAM, AM [0.WRr/OAS PMOR roNSTALLAMNW FXSISS=MNEMN . T AREASUKKD IAO BE ADEQUATE UMESSMIm OTNEINISfAR/M rOAWxOMWFRFMIVEMF/m BY IRE FNCJ/tt£RA/O Ix (WwExI(LmFS,' MWfvER 50Mo1RExExnaL MVEMN! R BE1Wf£NNLWAMIXIs RANSIMKTPoNMAYOC¢W,ESP£(IALLYMEXPAMIVESWLmMITIOM. D�RWxNA( EMNffFRM SERVam K(MIm ro DEO£SIONWMWSIRWIRRu ¢ENfNIrSMWN/N THE IXKTAYS mIBOAZA ANY PoRINWOf TMB(aLpMMTSP¢IMULYSMAVN AS NEW wORKSIRUCIUpE.E SMEBBSFNYAT EMMIEER ITANY, AREMTINIEMm roeE [LwpMrous IN AM swuL Mi BE LA15 M/EO AS IMPECIRwW TNWORX. Z. f 7M5 PN/MA MNCOAWAMNS WERE MroVfRNlm BY 7KfMIMEN AM ARE AS VTV IFA—IEfW fSS MIfO OIHfRWISE. 3. IH£ pMF IF EMU VA MN AM SHALL MIIFY INF£MRINER IF CG/IRA(T MIV[IN0THE UMWT SE MS AR£— f. !A'MArIaN BfRH.MNAMEK MCdBYIXMMmTONAMINIANM UMm LINI MMNRE( ANBIAN--NIB 10 SMKM.wEWN(RVA. MNNtAwPAWEASN£OFANMLtAM SHA[L LONtRIX d.YGA/N:WAMLAMSCAPIM ro IBMNIII/MSl4WF YAMATRwr AOIA[ENI roTM mLROAMw. S GEB]£(NM(M REPWINAS PMVBAL mR TMS PMI£CI. TNMMAttONAMFWRXAI[ IAB[ERAOSLtM wTMMwIH IIXASABFAAREXMWNIOBEFXPAMIVEAMSUBA3IroVLt. CNANY01/Fro VAMAIRMS MGS A&VIIpi. TM11—I rF— AL MV£SMM 11aN Dff A(roLL 50.4 CW WnOM FXPANSIVFCMAFAnFMSM; AM BFAR/M (APA(I YWTOCFsrMIOUARRA xK d OR OrM(MISFUMMTAB(E SOLS. PERfORMAMfW pERWIOAIMN SYSIE1Iw IHF PRfSEMFWEXPAMIVf 9. IF A OEOTf[MAILAL PLPW/ ABb ANBABLE OR/FUN ILBSOR (WANMLNS AM£MroAY]kMD BURIN rOMTNrrImN riff FMwEERSNut BFMTNxQ rB MMr rBEFmIMAIMNBErIBRNarBFR£vNwm. FmLxBA rMMNAYFXPEMEMfOaFmDrpu MVEMxrBUE ro M MffFRDK'FSwFgROAI YPE O£PIk AOF rB@(OMllMM AM MMIWE[OMBIAwS lL ONEMMEERSMALL M/BFP£SPOMIBLFIO.POAMAW LRAIAIM,WgSIRf55 [AMm BYMFiFMNnAL MVEHEM tAsrMLArEstEmlroNWDffFB BL BAGS7AMAMS Y.' 3ffiN DA(1304(FLACMW AC_ftVK mCRfIMOIAC135rofrARNN .1(/ 3Br (M I YfApff P (WfTf F xMJ A(l 3<T !£WMVWXI ALL ALl ZIL1IMX PROW/MMHGI Aa30115P¢KKAilON51 ENI!lIfBP[FORYOFMRY MM. Ml]HMXFr OFSILABO TO MFIA3. EBWMMW WE UNESSOIMfRWISEMRO. MXOFSIW/PoR FAINOfMYQW[pRNMnONWSTR£MD( er rOAMFAOCXOAIFWAOAnONAM NA BE RAMsxrNRDsnnu MvaEVARmrNsumrrcR NrAxIMEPfMrxr ¢sruAsuemLArWYAMef P�MSMN[ BFSPF(MYALLlYOf5NaE0 Rw PWIPMYr./KYEr INAIMRL BFTRAMPoRIFO AT TNF Mro%[ISIIF BY RfuFNarensrEF[, f. AE[f, OR MMRfINFOHM1MSN¢ GEAR (' VfR(UNO1: c w .BLA............ ...._. . uwr ro rffr I. SLABS INLAAOf....................... hNY fROEI TOP 3. axT1 p rMFa(m✓BMSHALLBEfB LSBwpM IHFTfRMMr BF.LmNIIM/dSRDIfdXINBARMaSSHALLBfASTMAMMOXUM£SfMtm b�RWSPLKm INCONpMIgIS BOITON BAR$ IFRmIBRfD, SMALL OrCUROVER [NWAL[SW (ENTERED BVm (IXUMS. LEMIHS ARFMI SYDNFO, IISF[BBARNAMlFRS INfGSOMYAM <OBAROIAMIFRSw(ASi WNR£rE S. PERMTIm 5IF¢SNALL MrBF rA[NWaOm FOR ANYRFASON. NF[OEO RDM1FBKML5IFEL SPLNFS ARFMr A MKTwu w MMERr SMALLWO[U¢ASfA1! IWSWIMRNPNff lSPIWAWNARA'F(I BYARROOMZm OPAMM AO MY A, FORMMZONl. AFlRAOF I_SAW aI NI AMNAamS:WAW AZ NAOfRS�WAW p1 MEMF.Rr B, fORVm ,A. -VI 211 S ILOS S IM DRAW OR BETTER 1X6 B lAR(fR SpAK: SpOGRAOEW BETTER 3. hYWmOBr/ALL BEAN RAIm SNUxN.14ANL H L[OAFpaI roLWM ALPROIXRTSSTAMAMSPs1-9Z A. N)RM MR B0NBMLMGWBfAMBRAeSRSMILLBEPEil0FE YASBEIABm BRAPPMVEDBY S ALL NABNAi SHALL(MdOMIroM(TABLES NNMC [TWlINEARTHWRESIwSON fgMOATMq SMALL BfFRfSSURETRfAIE000Uf ASfAl. ) MMm NIXO SNAL[MTBFL£SST/IANIOIAfETFRS rRCNTM EM AM IOIAIERRS fRONTIEEOGFCE fi£ M AMMRS POSICAPS BASE$ NAM5R5 STRAPS, F!(., SHALL MAS MAM(fACI(Rm BY SBB50N CCWANYW AP%WVmmUAI. N PMVAH BLIKMNiW BRIOfAMPm PoCAFP[NABLFS¢MM IL tWRAI£SWA-00ISTM WALLSroe£1-Zz(rAMWOTNAS 5TY31 11 MBKTURE(BVIfNIWWBM A)IBE OFPLAOMSNALLMT£X( - ABLEALLLVLSSNULBFM(RIXLAMZBFA5MAM6ACIURm AM 1MITr OPERSPEOfiYAT.ORS BY —.A-- SIMAR. faLOw MAMIFA(NMR5 GM¢INES IN NTCMM AM NITIM M Pm SPAMEAKE, BYWfYERNADLSERORAWMVNSIMARBETR6ERSIRAMASNANWACILWm AMNKTALLEO ABLE ALL TRUSSXNSrSSMAEL WTAA5MNWA(ILRfBAM N57ALLm BYW£YFMAEUSERW APPM--AN FCLLOW NAMFACMMER'SBIM£L—BNAL)(HaSAM CURIM NA W- HAP SIWI-.SNARES................................-A—A991 S-SHAPES M-S/MPES lP-SHAPES._..... ASIHAM sr- B r PEs All [-SHA M: .. ASIMAM .. AMa A .... rNA36 HARES ..... ...... Sil'IASBBWA s WB ro¢PIPF ...... ASIH A53RYfffW SL GRADER WELMM EIECIMANS..................................... AWSOS{ EM SERIFS RF SPttffff0. MN-SM/NN,/AN-KrA(LNGPpIIwIINAZBOAYrIREMIHWrOro PSI SHALL REUSED OrEMvxus moiBZl T[IWYPRfMZORout 5fF rPECB3[A �mR IFSnNORmMR£MFNTS. CORPS t BA.. l.fAEE(0.4T[IEO flw APPMVALWAXYRELOMLWFKAMMSWAMMUR BIX iSW RWISAM rmuMBASFxArErlP£R BrNu. rfMPWAFYBRA[IMWSMrcrzwu srm ¢EmwrsSlxfRESMxSManra= rM(armArrW. sMxroRu STAKIrrrMALL BEMAwrAINEBATAu mffsNMW mFERRmwvarcEsr. PNVIOfOM SIKP [OA/WMNER(R-Pi361WALL SI£¢ EX(mtfMRltfM IOB£Nrwrom BA[YAzm INC v0£0.WSNwma NI rM BFAMMAXM1NMIMYFQRNLORDPER AIS(HANUAL F0.P 51EFL (OVSIMKTNal. SU&pT S/CdBD ANSEAL---AiNbIS. 9 ALNW[L ORIANS SMA ABFBE ORRMOH QLJA HBIX RD. USE 3/5'FNLfIw¢O MAY'MRL N. R¢0(0.MEClMMSHALLBFWEmEOWMOlILI BTNBIXT£OASQElAam.MREm MEIDMOWMTONPm BuvAMrmMMms waL BEAuawm Bs£3i5-FaLfrw¢D MMfaAv. REV DATE REVISION DRW CNN APP CLIENT MAYKUS HOMES ��ROCKY SUMMIT ENGINEERING CONSULTING, LLC. TDPE FIRM B: 14437 PROJECT 307 CHESTNUT COVE ADDITION/ REMODEL LOCATION SOUTHLAKE, TX DRAWING TRLE: GENERAL NOTES Drawn Dale872ClLeck. Dare I App. Dare SAVO 0B/1B "RE OB/1BLTB FPRE BS�1%. PYBJBLr—.1 SCALE Dw9 Sheer S/Ie 3337 AS NOTED D DYaw/Ng No. I ftEV CHC-S-1 zra yr p•-s yr a�-n' tr-e' r-r ra yr r I II I I � I i3}N'0.4 EW.TM tr � 1 I I swEx � 6 I II 2 I I II I I I I s-2 I ______ E I Y/j s_2 �aals oPExrsralsPwAmarxw /%���?////i s-A' 1 r-2Wr I r-nv2 EN FOUNDATIO?AkgN PLAN —s414A rwwrloxs. ra,raArrmsxAu vmx.AL��Ln ANAL (OMIPBNS DIfRRR1p/ IIp6EBHBWN SKIP AALL L, w.G8AR5 MW SrMM]LNAL N£!B£RS ro^'roAnogsnuL vrRlFrrxrsn� rawNPasI ro FABRKAPBNOf NEW S,R[KILRAL HENBERS. rRS•B A' � �_t + i e IDnErmxs II `BRA uL amE<navt //�L—= ANl it —� BEAHPLR GPERaaN i —TI'I aax srDETrAIL AB P0.6I PEH� BAN A'SE 'A(xfrlfO ' ABAD REMNl Ny� aRaAN _ r qe I. Y3 Pax eARReR I 4ti`F; :eF SECTION 1 --Fr �p IXOMEMENr Y vAPorz BAgaEq REV DATE REVISION ORW CNN APP 2kAP BBI,OM CLIENT IHI MAYKUS �SEcnON 2 HOMES ROCKY SUMMIT ENGINEERING CONSULTING. LLC. �''®� SIEP aR ARLN MlrN3�lNYOE�,INO xABam is aDixauEMENr PER PLAN TRPE FIRM k: 14437 I PROJECT L- YAP�BARRHR •I 307 CHESTNUT COVE ADDITION/ REMODEL 2u rAB Ilxc / LOCATION Fouwanav SOUTHLAKE, Tx SECTION 3 DRAWING —E. FOUNDATION PLAN AND DETAILS Drawn Dale CDeck. Dale I APP. Dale SAVO Ofl/18/2B FPRE Ofl/1B2B FPRE OVlV26 I NBIF.AREAPPROXNIAIFA. 6(NNmlrer SCALE D9 SNee(roEB3337 AS NOTEDI D IRfXAf,Op4N6NNq,Aw D2wC-No.uurloN CHC-S-2 rwwTlau. ra,raArrmsxAu vEmf.AL��Ln ANAL (aMRAwS DIfRRRLp/ —At SKIP «wman6RsxuL vFRlTrrxrsn� rawarzasPRroR ro FABRKAhONof NEW STR[KIORAL IffNBERS. N 1w16TSmAPfATNStlE� r A -31 NEw GATE \\\\ (OVER PERARIX ZYB pIR¢OYJirrs! 6'¢C IFi- =npv— _ Txr of iA• 1ST FLOOR FRAMING PLAN I � scar WA r6- srwrowut PER~ rrro;=:.;i `'5 aAN aAx ___ IPaec A'.15Ts!!•oc; - r u"SEC i/ON i - -� GOy. WA�_K � ___ __ I PaaiL�Ftai�•xsv<•LneN-3r Pxspurzmx.wsrsle•ac �f r-� nm rm. i i i i � .. ___' Am PacmrincvERAAxx i L a,&raF rPi<•x,N•i vL px smrcAR UTILITY/ MUD .I6w PxTpw'a[. 3Jlj, RarrRAFTrxs rpp MALL OP. �. EXISTING fxNTLwmsrsEv�r EXISTING BIREAK AST LllllO. P� —7— PERaAN 6T 5.•..FE.m106233E�'W PaxS ¢�TP/A•X p'lVL Lam. J 999 W IMMAffN TYP IID Tn. GPA.1D BGMPFRHAN 111�`2y;:ce . 3r yr A — HALL cvaMwwu/3Tfa �� [a49AvaERaAN ALLe oenvw PaITraF rPi<'xw'rn ax whMSRPspx raP FX6M6XYSTBFV �� BRA(XEIlBEYOAVI fxrsrN,aAXsrsrv. EwrTavAasrsR.v. SECTIONS r rr EXI5TING __________________ __________________ DBBInwwAu.rrrv. LIVING ' �PANTRYr KIiGEIEN EXI5TNG 2x,wsr wAu i¢eFRDRivm� KI T r'�E-L`I 3-CAR GARAGE A. Ram+.wPfRARrx. vnaiw REV DATE REVISION ORW CNN APP STWWALL TYP. SraAPII50R526LAR PX6WRaOXXNrTrp N'¢C B 'i �i NI' CLIENT MAYKUS P-PxB F3UTLER'6 --- HOMES ri CFaMTa tllrrs RIDCKY SUMMIT __ 11 euLrwBEAxvmanx , ENGINEERING CONSULTING, LLC. __ _ _ ___ ROOF COVfPPTRA— I_______ ______ --------- ------ EXISTING SECTION o s EXISTING ALTVA• +6i------- N----- FORMAL D NIN — TRPE FIRM k: 14437 Fo ?�____ EXISTING L____ k, _----- ENTRY i PROJECT ______"� FxI:TNNwALLrrYp. 307 CHESTNUT COVE ELI E ADDITION/ REMODEL -------- LOCATION V ' ' . SOUTHLAKE, _ . . .. G.arlsl6�0.Li I I IITx i L_ \1 -3.1 DI.L DRAWING TITLE: a:xe --I uai I— P-nre1 Paxe r-z�zl P-an t-zn �Pxe auTLmxAm'srsp x'oc FIRSTFLOOR ¢xaPosr rrR N FRAMING PLAN AND DETAILS Drawn Dale Check. Date I App. Date SAVO Ofl/FPRE 0Wt6/26 Od'Nl6Nw N01F. IMKILWAL ORAW/KS ARFAPRROXNIAIFAAO pro)ect NumlreT SCALE DwASheet S/Te AR£PIroVpEB EB.e xmu xrsRfxrf Dior 3337 AS NOTED D AR(HTE[IIpAt ORAWMBS SHAL[ GOVGN Rp fXAf rON4N6RwS, LOG n6VS AMn£VA rttWS CarmArrzwSMALL nMFYALL NDOON¢N6NM5PRroR roFA6RxAn0.Y Dmw/ng No. I ftEV AL --IA— CHC-S-3.1 Fosr rvv. roWaFeR�aa r N -------------------------------------- 1ND FLOOR FRAMING PLAN I I scar vc ro I I I I I I li I l t _J I I I I II II I I I I L J REV DATE REVISION ORW CNN APP CLIENT MAYKUS HOMES ��ROCKY SUMMIT ENGINEERING CONSULTING, LLC. TDPE FIRM a: 14437 PROJECT 307 CHESTNUT COVE ADDITION/ REMODEL LOCATION SOUTHLAKE, TX DRAWING -E. SECOND FLOOR FRAMING PLAN Drawn Dale CDeck. Date I App. Dale SAVO OBIW. "RE OB11B2B FPRE BS�1%. Project Number -ALE Dw9 Sheet S/re 3337 AS NOTED D Oraw/ng No. I ftEV CHC-S-3.2 �� a6RFsuvPokroxAOlsrs7YP l' GOV. TERRC,CE BALGONT BRGkAVLLVEO£NtlRSJ LNEP ROLY IYP. I PRIM. BDRM. BDRM.5 I BATH mu FkiSIiNi BA6° \isr i I � I II II I �w i 6DRM 4I I I I ITCH A 6aGA'AYIaF ]ES i i I LOWDLRIXv rYP. -� L_�_J _—. � — FO C ua vALLFrrw rxermrx�_ _ N ROOF FRAN/NG PLAN �F7, \ / I Y. WIG I II I i I ❑ FLAY ROOM Y a J I I I I I rwwnau. ra,raArrmsxAu vmx.AL� �Ln ALNAL LOMIPONSOIFRa R1p1 —At SKIP fwlmanwrshuL vEwFrrxrsn� rawapa "' ro FABRKAhONof NEW SrR[KIORAL IffNBERS. ROORWNEERPP CLENT Single Family House Energy Report Project Details 11 % Above Project Name: 2878 Code Builder Name: Maykus Custom Homes Builder Phone: 817-991-8781 This single family residential project was found to be in compliance with the Builder Email: eason@maykus.com performance measures described in the 2018 IECC as calculated by the Energy Address: 2958 Kosse Ct Systems Laboratory, a division of the Texas A&M Engineering Experiment Station City: GRAPEVINE using IC3 version 4.9.1 County: TARRANT Zip: 76051 Certificate 1392062 ENERGY SYSTEMS LABORATORY : Date Issued: 5/7/2026 .�.E.� TEXAS ARM ENGINEERING EXPERIMENT STATION Notes: The values produced are generated by the DOE building energy analysis program. These values do not constitutea guarantee ofactual energy usage by ESLorTEES. IC3 performs the hourly annual energy calculation in accordance with the International Energy Conservation Code Section R405, Simulated Performance Alternative. IC3 does not address the adequacy ofthe sizing ofthe heating/ Emissions Reduction cooling system. NOx: 1 lbs. ,//�/�� Authorized Signature: cyC�t./ I �' C oS�%%88 sox: 0 lbs. CO2e: 1209 lbs. 10" 111 . Version 4.9.1 Copyright 2026 Energy Systems Laboratory 2878 Page 1 of4 Project Information General Structural Floor 1 Number of Bedrooms: 4 Exterior Finish: Fibrous Cement Br Romania: 1726 Wall Cavity Insulation: R. 19 Stud Type: 2 x 6 Floor Wall Height: 10 Wall Continuous Insulation: R-0 Stud Spacing: 16 Front Side Length: 44 Right Side Length: 60 Orientation: North West Mechanical Front Side Window Area: 44 Right Side Window Area: 22 Front Side Shading: 12 Right Side Shading: 12 Windows Blower Door Test: 3 Back Side length: 44 Lek Side Length: 60 Ventilation Type: Supply Only SHG[: 0.22 Back Side Window Area: 216 Lek Side Window Area: 83 Ventilation Rate: 132.65 U-Factor: 0,34 Back Side Shading: 12 Left Side Shading: 12 Ventilation Operation: 12 Roof Fan Power: 19 Floor Fraction Outside: 0 Cladding Type: Composite Shingly Floor Area: 1152 Area over Unconditioned: 251 Duc[Tigh[nessTesU 115.12 Radiant Bander: No Floor Wall Height: 9 Insulation over Unconditioned Space:R- 19 Supply Duct Insulation: R- 0 Sealed Attic: yes Front Side Length: 42 Right Side Length: 41 Return Duct insulation: R-0 Rooflnsulation: R- 38 Front Side Window Area: 66 Right Side Window Area: 32 Attic Area: 1977 Front Side Shading: 12 Right Side Shading: 12 Cathedral Ceiling Area: o Bad Side length: 42 Left Side Length: 41 Flat RuofArea:0 Heating Back Side Window Area: 0 Lek Side Window Area: 42 Wall Area Next toAttic: 0 Heating Type: Natural Gas Bad Side Shading: 12 Left Side Shading: 12 Foundation HeatingEthcdency: 0.8 AFUE FoundationType: Slab on Grade Water Heater foundation Insulation: R. 0 Water Heater Type: Tankless NGas Energy Efficiency: 0.82 EF A/C Tank $he: N/A SEER: 17 Burner Capacity: N/A SEER2: N/A First Hour Rating: N/A Tonnage: 7.00 Gallons Per Min: N/A KU� a' r Version 4.9,1 Copyright 2026 Energy Systems laboratory 2878 Page 2 of 4 Estimated Annual Energy Usage Proposed Peak Electric Demand: 3.5 ProposeclTotal Area Lights: 1319 Energy Usage Category Proposed Design Standard Reference Gas (therms) Electric (kWh) Gas (therms) Electric (kWh) Pumps and Miscellaneous 0 88 0 88 Ventilation Fans 0 1070 0 1238 Mechanical Ventilation 0 82 0 208 Space Cooling 0 2814 0 3019 Space Heating 337 0 339 0 Domestic Hot Water 125 0 178 0 Site Energy 460 4054 520 4553 - Conversion factors: Site to source factor: 3.16 for electric or 1.1 for natural gas (IECC 2015 R405.3) Unit: 1 MMBtu = 10 therms or 1 MM8tu = 293A kWh Version 4.9.1 Copyright 2026 Energy Systems Laboratory 2878 Page 3of4 at the Texas A&M 0T b he Energy SYstemsow�rathe f Pt)tmakesdnat wa rtanto, D1SC�d' 1TI1 a or reports d and maintained Y IldingsinTexas. fC3 software and ^y a ising h0^' are develop-. residential bu of the ntial damage r e umentaw fiance for 5e, use or conslaa state, and f-der Ni°ds, anYi^g doc code come any panic �ftware and accomp Nice to suPpoft energalte or manual for odirecP'ta of got meat he Oea ofassmOi des gnh Free public se oftheso�hall not beheld liablefoe d p � ata an utputs lator 0�. !t does not reptIll IAHI) eed fora IlI de wit Cur rent Compliance too is Promded as a or suitabituy . affiliates that all or 1? u e ComP a tC3 eteness, reliability, em, and ru nsible for verifdVio^ng standardie d r^PtI Y' haw` g )urisdicil to ensure ful c nal Cod o n The Irdematw ent Statio e accuracy, ca^Pi A&M Uiavides. Users are regedormaAce base nat auth Engineer, ng,wlirlfre arding iaM The ESL, consult the aPPr°p rip tial ene entourage to express or rmp . the usets so ce on the information eva reaie St ganerat of tit is ahis so ware a relian ntendto assist g oifidals. Osers are sironBlY enc the use eats. This software ew h'y toot "Aoirem ment, or rev eogineer�dg 10 dg ene gV CopYrigirt 2026 Energy Systems LabaaCON '�+5� �m�p Version d.9.1 2878 page d ofa Residential Energy Efficiency Certificate so I em-m—mille•A^c nal oval.. u-am DuntngM1ancosa mns mnd.wsx6C CoM^gEnt, SEER 17 wan ra.nylm,la^.^ -lo unasi^g Effics, uue P l/Cello, lnulatlm Ii 3. Moor N.Mtt Effici TankkSS NGU EF OZ2 Floon Fowdatlm l^aulaion n-a nuildn Enal mwu@maVFuamm supglVvuamrlatmn a.ime.rimne 017-al nNwn Duct Insulation a -a DatelsiuM 50/Aifi nlowet D.no( PCM5a1 3 Cvnnmt.N4mbn I.ec l Thaentlfiu[ewargerem NbVIC31^.^mFVlancewvM1 McIECC