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HomeMy WebLinkAboutSFRA2025-001518Nortex Foundation Designs, Inc Texas Firm Registration No: F-6417 4416 Keller Hicks Road Fort Worth, TX 76244 Office: (817) 379-0866 April 11, 2025 CITY RAP OF GEVINE Attn: Building Department (Permitting Department) THIS PAGE RELEASED FOR CONSTRUCTFON City of GRAPEVINE W_, XCS" 7.11111027E AH1'NOfb(N C _ICTMHP,[& IdDOE CB NWHG E BULDNG Builder: ZFE HOMES/ LUCAS ANDERSON CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. DATE: OT/OW2025 BY: W. Scott Leavelle TSBP: Reference: 1304 DUBLIN STREET 1-2420 YTOq" 9[L[A OCCSVOT.VPLYTO CONSTRWAY 4 DOES [�s[ncvrs OR weuc a!3rt ar wnv Lot. Blk: ALL CHANGE S MU ST BE APPROVED WILLIAM Y. ALLEN SURVEY ABS GRAPEVINE, TX Plan Number: HOGAN RESIDENCE Workorder ID: 25-196280 The foundation plan for the above referenced location has been designed using acceptable engineering practices in accordance with the Criteria for Selection and Design of Residential Slabs -on -Ground: Brab No. 33: WRI TF 700-R-03 Update and the American Concrete Institute's Building Code Requirements for Reinforced Concrete (ACI-318) and, in addition, following recommendations of Post -Tensioning Institute's Design and Construction of Post -Tensioned Slabs -on -Ground. The above referenced foundation was also designed in accordance with the 2021 International Residential code. The geotechnical soil evaluation was not provided for this location. Therefore, Table R401.4.1 "Presumptive Load -Bearing Values of Foundation Materials" from the 2021 International Residential code has been used for determining the bearing capacities of the soils. In addition, this design is based on the recommendations provided in the Post -tensioning Institute's Construction and Maintenance Procedures Manual for Post -tensioned Slab -on -Ground Construction regarding proper drainage and site preparation. These areas of work are beyond the scope of this contract. Sincerely, Igor I. Teplitskiy, P.E. 26-4- m•-1r T-0" x 2'-0• L BAR @ TOP & F BOTTOM TYP. REFER TO CETAIL'P'FOR INSTALLATION I r =---=11r=-------= lli �O II I I VERIFYDROPPEDI I SHOWER W/ LL— —BUILDER--J L—— — — — — — — =JJ ^ ,rr'=-------I r--------_- I I II I B I =w I I I #4•: x 6a• LG. 77 m I I I MIN. (IYP) I m \ #3's@IF X 0CCE.W. A- � fci Ll� TOP BOTTOM EMBEDD6' TO II B I EXISTING BEAM / SLAB TYP. EPDXYI I ELS EXISTING I HOUSE / j X 4-0 III - II p F 13'-5�• gTM�s ss�9en�sgmnuycn/o�xoq`ros THE�a95tfE AT ALL Y&��P sBP. pIOITD #3's @ 15• 2-W. EXISTING SLAB O.CEV. @TOP I45AB0 —_ EACH DGWEL '�.-• EPDXY #5 STAGGERED DOWELS @ 16" O.C. @ I #3 STIRRUPS 15°ANGLE @24'O.C. 2-Ws @ \ BOTTOM. r ROUGHEN SURFACE AND APPLY BONDING 12" AGENT PRIOR TO POUR nx Add -On Detail ( SLAB & BEAM REINFORCEMENT SCHEDULE 1 NOTE: 4" THICK SLAB WITH #Ys @ 15" O.C.E.W. IN SLAB. (2) #5's @ TOP & BOTTOM OF ALL BEAMS WITH #3 U-BARS `p'\E.. F'f r %, @ 36" O.C. OR 2-#3's VERT. @ EACH FACE i y; • • ;s j � SPECIAL FOUNDATION NOTES ` / IGOR I. TEPLITSK IY / 1. THIS DRAWING IS PRIMARILY FOR BEAM AND STEEL. THE 94973 CONTRACTOR IS REQUIRED TO COORDINATE THIS / �'•. i FOUNDATION PLAN WITH THE ARCHITECTURAL DRAWING /1 O,i -PCENSS�--` FOR OFFSETS, DROPS, OPENINGS AND INSERTED ITEMS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS BEFORE CONSTRUCTION OF SLAB. NORTEX CANNOT BE HELD LIABLE FOR ANY CONTRACTOR OVERSIGHT IN THIS REGARD. / TX FIRM REGISTRATION#: F-6417 GEO-TECHENGINEER: NA I BEAM SCHEDULE �ZFE HOMES/LUCAS ANDERSON NORTEX FOUNDATION DESIGNS, INC. NI O GEO-TECH REPORT k.. NA 01 LA �T PLAN #: HOGAN RESIDENCE ADD ON 4416 KELLER HICKS ROAD ...Z GEO-TECH REPORT DATE: NA WILLIAM Y- ALLEN SURVEY ABS CDC m DRAWN BY: HM FORT WORTH, TX 76244 �m N DATE: 4nuz0z6 Nr 1p" 26" LOT: BLOCK: (817) 379-0866jjjjl� om ISCALE 1/8• = 1'•0• 1304 DUBLIN STREET A (SIZE: 767 SOFT — 10" 26" GRAPEVINE, TX info@nortexfoundation.com -DESIGN 1 The Conventional steel reinforced design of this foundation structure has been evaluated using ecasplable onglnsedng pradca In aocerdance A -EXTERIOR MAN SECTION B-INTERIOR BEM SECTION C-SLAB DROP DETAIL whhthe latest recommendeNonsassetforth bythe International Codes Coundl andth.Amedcan Concrete Institute. 1SC*BM#I.6 2 Designed beamslzes,heam spacing, steel Titles and Spacings shown are minimum requirements neededtoallowthe sirudurals sDBqua p its qu yrtemto rt1•.Ots i9roO ts' adequatelyperform in can}unctlonwfih designed lmorma8anlistedlnihs above referenced publication. ThsImam lanottit eliminate Boll o.cE W. / ocE.w.2•MAx movement, butte llmlt foundaten flexure durinA lnevltahla dNereMielmoement;r3 Thisdesign doesnal allowfor Improper drainage trees looted doserthenthalr mature heightto the(ounda6on, improper maintenance, or WDlsivaEosaL WDIeTLa�Dsoa 3eftorsendnegledbythe paronberoone mnbactod to follow this design. (ImPloPerm.lnted once la deRns d b y- leek of u nlform, systematic OR COMPACTED RLL i.. ORCOMPACTEDFILL MDISTLRBEwatering on all sides of the foundation. see Construdlon noteM4 and refer to maintenance schedule supplied with Invoice) ORCOMPACTMATERIALS Ai uaARx^oc,3ua Qx•o.c. (J1 All Concrete Mall have a minimum tom Me strenth of3000.. I W28 des. W245',TOPA BOT. W2JabiOPBBOTT.Zp!!se g p9 e o INTERIOR SEMIOR24i.1ERr.0 M2-tl0a1ERi.Q2 All comantlonal reinforcin hall be new billet steel mnfomin to A.S.T.M. 4615 de 60. Reinforcement shall be free ofrued and deleterious 10 EACH FACE EED 9 s g 9,a EACHFACE YA malerlalc. Z 3 edmbdurea should not Dontaln any chemicals in to entity that may have a harmful effed on the steel or cement, chlorides, sulNes and nitrates E- EXTERIOR FOOTING. F-EXTERIOR BEAM SECTION z should not be used. K-D(TERKM BEMI SECTION O GARAGE 0 CONSTRUCTION nu-BARQ xQ 'oc. W C o W245'. TOP&WTI. ctl3'a E.W.0 O U 1 �All.bisbshouldl beevceveted as follows unless aped0ed otherwise by the geotechnlnlreport: CR 2J3MWCo.\O.C.W. 'uND�S�'a'Ripeems musieMend l2"Imo undlsiurbed(ulrgln)soll. beam dephsmapbe alopedor Increased as much 9924' without additional EPLHFPC 1 CONTINUDt13ZF�Rp O nfarcing. when boom depth ea.,d, 34", wmad design engineer for addiional rsiforehg requirements. - - -1 aYY 0 X pflll olds, slab must be compid:d fo 95o ofstandard prodor dense an conorm o see SO un ar ^LI FU F UNDIST ED SaLWDIST ED SOIL b shall be p le m d In accordance with the geotechnical rep ort spedfl dons. The.ollengineer shall Certify compaction of the fill soil. X, ✓ OR COMPACTED FILL b ORCOMPACTEDFILL 0 LL C 5 The Co nbactl I.responsible to advise owner of proper foundation maintenance Moisture Cement should be kept consistaMannually with L-DRERIOR BEW SECTION O GARAGE P-EXTERIOR BEAM INTERSECTION.(TYPICAL All) Z consideration to asasonol changes oftemperaturs and moisture variations. Proper drainage away from Slab is required to preserve the T" SIZE OF TFE L-9AR act®we" 18" ztl4MQlro.c. _ _performance ofthe foundation. Refer to mainenance schedule supplied with Invoice. 2q• sHPLL MATCHBExn TOP EACH FACE _ 6 Tranches ter deep plumbing lines Would not be located directly under beams , compaction at back fill at plumbing lines Is required prlorta Mel A7 WSE BAR MIN a BOTTOM REINFOXIND " r O Z COMISLEAR i3C Evor grading. �OC.EW. a .1. BPRS 0 tv Q Fait (n Y Pro, Ids minimum 10 ml polyvinyl. poly Mall not bridge over the bottom of the beams and shall ba Iolafreely on the sidesofins tronmasanti - -. bit ppLyglgYL tl3LQ19' 0mm supported ofthe padeto avoid alrpockats and prevent Insulation of grounding electrode. No poly allowed in bottomofbeams. urolsTuaEO saL i 1fi" OCEW. ,•"{ W Q Q GENERAL ORCOMPACTEO FILL Z W 1 Thls drawing h primarily for beam end steal placement The mntrador la raqulrod le mordhNe (iota to plan with the architectural 4.7 drawing for offsets, drops, openings and Inserted Items. Y3UENRQx"OC. LSDIS1—.SOIL I `03—ARCH•OC. Q 2 [[ Y 2 Water roofing pima foundetlon, Includln pro with associated roe drains, n 0._.TOPa BOTT. ORCCMPACTEO FILL W24'a'a TOP aBOTT. W p g g drops Spar barriers, stem we s, perimeter drains, is ncu a nt. a OR2"aOERi Q 10°-24O.VEW St p to (g,j design and is the responsibilfiy of others lncluding the owner and bolder. n ns a 70 EACHFPCE 10" EACH FACE Q N Z -I Z Z 3 Care sheold be taken by the owlet end bulidart, ensurethet sells have proper moisture content before the foundation is poured. The P—mov V W W Do ofdry orwat soilswhan the foundation le poured, may mMrlhute to excessive foundation movement when moisture is reintroduced or removed. T-SlAB DROP DETAIL G-DEEP BEAM IE6AR LAP SWEDIIIE J m W These plane do not accounifor foundation movement that may resuefrom dry or war soil cons that may exist aline time the foundation Is Z F a. poured. A olr 18° 214'.012'O.C. 0- SEEM CHAMETER. J OCE.W.� EACH FACE a.* 1T OX36 � L (LAP.) Q O 0 O.LE W, 36" �°O 1°BPRS x9(x" (/� } J "A PRE -POUR INSPECTION FOR THIS FOUNDATION'• ^ u •L^aAFe a ITOC. f3 L-13.5'/1'-1 1/2• LU Must be accomplished by the design engineer of record forthe foundation, or a cortlfied lab. a"TITI 6 �4L•ta•/t°-S• 3C Q g AD4Q1S p Vn 1 '-10 1/Y J Notice: All poet tenslon materlals to be supplied by a po ttenslon Institute codified fabricator. 18 f O.c.E.W. ^� t,{` IaS / -3 Z J 214'.OIYOc. { CLAP { r. 'DO NOTUSE THIS PLAN TO SET FORM BOARDS' EACHFACE I I LL rou-awQx"oC, Y INSPECTION NOTES: •( `ai BTlaSEO BOIL W2A61 TOP 8SOTi. 1 E I r tlefinj�°J�I�1y. f1f j/T or obtainable on Job sits In order to provltle apvs-pour lnspedlon. DR., R COMPACTED FILL DR2#3Y—St iaPRep E�l smAAbl�lL gl16AF, MrO.C. EAa FACE N N 2 In 4 hours In adranas. However, we will make every attempt to schedule same day In.pepions ca Red in before O o Ell a.m. Inspeplons t p a ulra 124 hour notice. W2-vast Pa BOTT. m _pyetited t� g' Iv r 10° 0R24anoERT.Q lMI3TURBED SOIL 3 Pre -pour Inspeplons (host Be dens alter tRe n�elletl°n Is complete and at least 24 hours pdorto pouring concrete foundation. EACHFACE 1st OROOMPALTEDFILL 4 Inspeplons are rsqulred for all Norte,f,undatlon designs. 'NORTEX INSPECTIONS CAN BE ORDERED AT817.379.0866' -II DROPPED BPoCK LEDGE DETAIL NOTE: A'-tl3'.01 T The use ofthese plans snoopacNcatlons a hall be restricted to the original site for which they were prepared. This document and any laOCE W.. al q. TO COMA. aELow PwFP pW Ing design do am ant is null and raid B not accompanied by an original design letter, signed and sealed by the engineer of record. a /c NTEP OFBHR —••0� aceaA Any reproduction or reuse, or dhdoeure 6y any method, In whole or In pert, le prohlblled. This plan and Ns spectOcatlona conhln proprietary ° tl4. •u• AAAs AT pit.01 e4.A E I \\\ J Information and ere the sole propertyo(Nortex Foundation Design, Inc, FortWorlh,Texas. >r 0.2s'o.C. oLmHn 12104.:E.W �' I SSE OF TF 11 2Aa's Q12•o C. P ••;�' 1 •••... 9 a3uaARQx"oc '�%�". w yy; 5;• °.•s 1) m W2#sit TOP a EOii. / e: °'. A, MY HORI2 ORbtl3•cW Q /� O F r• E ApI FACE / IGOR •I• TEPLITSKIY..� ' Z 94973 a sew __ asaaaa (iI�DtF (/�EN50�.G`\\Qi ? o p.Te.pRape MYha.ra h...A.T.- o Sit E ET a—MR.SS. ST■A""°°'°, TX FIRM REGISTRATION* F-6417 2 of 2 JOB NUMBER 25-196280 I rH+� uiF I I I I I Demolition List • Demo existing concrete at back of house • Demo part of roof affected by new addition • Demo walls affected by new addition and kitchen reframing n •Demo kitchen cabinets, appliances, flooring throughout house, wall paneling 11 • Demo existing toilets and vanity cabinets in both existing bathrooms • Demo existing shower the and faucet in downstairs bathroom • Demo fir downs in both bathrooms Demo these walls �I I I I I ® ME LIVING AREA 1124 SO FT 1st Floor LIVING AREA 995 50 FT 2nd Floor Addition Right side elevation Notes: - Replace existing siding with hardie panel siding - New addition to have hardie panel siding as well Existing House - Replace exisitng roof with standing seam metal roof \ , - New addition roof standing seam metal - New windows and exterior doors in room addition o - Keep windows in existing house, new front door o� o Scale 1/4"=1" 0 Addition cs'�' Front Elevation �71 I- I ---A T Left side elevation Existing House Existing House Rear elevation Addition Notes: - Replace existing siding with hardie panel siding - New addition to have hardie panel siding as well - Replace exisitng roof with standing seam metal roof - New addition roof standing seam metal - New windows and exterior doors in room addition - Keep windows in existing house, new front door Scale 1/4"=1" J DATE: SCALE: SHEET: A-2 25'-2 9/16" Notes: Door Schedule - Addition _ Symbol Width Haight TWO DSSCNPIIon Replace existing siding with hardie panel siding 1 76 1.. SC Mua—Entry m - New addition to have hardie panel siding as well 2 1.v 6•R•• SC Pley—Entry oweR 5'0 %3'tl' `' y Replace exisitn roof with standin seam metal roof g g 3 8'0" 8'6" SC Mbea Enby 4 2'0" 6'8" HC __---- New addition roof standing seam metal 5 74" 6'B•• HC New windows and exterior doors in room addition 6 2'6" 6R" SC MASTER�BEDROOM - Kee windows in existin house, new front door P g T 21. 6.6•• HC P-W � a MASTER BATH © - B' ceilings in room addition except where noted s 3 Scale 1/4"=1" c Window Schedule - Addition Symbol Wirth Height TWO DSSeHPHOT, A 70" 62" Fix 12" AFF C h. B IT 62" Fix 12"AFF C Fix TO Z011 60" AFF S 1'-0 5/8" 2' b'-4 3/8" Q 7 — - — 3 3l4' 18'-11 3/81, I - 4'-2 5/8"1 co A 9'-1 5/4" 5' 4'-q 516" v E }TI Area Tabulations Ristin83st FU. AIC Area 1015 Sq. R. 11UDROOM B 1 - 4 HALL GgOSE� V tet R. Atl— B80 Sq. FL T-1att—CArea 1895 Sq. Ft. d 155 Xt'-1' __ (() 2ntl Flr. AIC Area S. Sq. Ft. Q CLOSES 3 3/4" N Runt Porch 50 Sq.R LL � Cvltl. RTd Fir. ch 30Sq.Ft CvN.2ntl Fir. Bakgny 1285q. Ft 3 N — II �11'-1 1/2" ` Roof Matetlal 30635q. R. Suring Material 2190 Sq. R. z ~ KITCHEN — GL05ET BeEDROO SS-X 4 ALL CHANGES REQUIRE i o 3'-6 1l8" APPROVAL OF REVISED ILL --- o � PLANS T m DINING 9'-1"X12'-10" ----- ^�� R Hi�DN _tl J__ - _I_ CONTRACTOR SHALL CALL FOR INSPECTIONS: m 1_ (817(410.3010 PurRooM BATH �9'f 6" X 10'-2" X 8'-0" CONTRACTOR REGISTRATIONWILL BE REVOKED UPON PERMIT EXPIRATION, a 0 I 1MH HALL 4'-iW X 101-0" Cffih. Gelling _ w LAUNDRY [o I I CONTRACTOR SHALL CALL FOR INSPECTIONS: G UP . " (817(41030101'-41/1 �LOSET CLOSET7'-11" CONTRACTOR REGISTRATION WILL 8E LI-Xv` X4'-11" 5-10X 3-4 REVOKED UPON PERMIT EXPIRATION. CLOSET unur L05F 5'B x5'-9' HM v to 3'-1 5/8" 1' - 1. 3'-6 5/8"J'— "" CO y TI HOURS JR N 7;�8 A.. �pp i a _=101/21, 13'81/4" P.M. MONDAY-SATURDAY ONLY i" NO WORK PERMITTED ON SUNDAY m C °w LU 1 c ]. SEPERATE PLUMBING, p E BEDROOM BEDROOM MECHANICAL, ELECTRICAL AND ti = I R5T STORY 11'-8" X 12'-11 10'-2" X 12-10" SIGN PERMITS SHALL BE REQUIRED. 3 N 18CI5 50 FT o LIVING 24'-11" X 14'-11" gRTPF PWRE IS E RELEASED FOR DATE: 31/ Ij n CONSTRUCTION cl veer ILA :aTO nMeemoN SITEATALITNEolTe.. SCALE: 6 5l8" 1'-11118" 4' 4' 6'-51/8"� aA,•ENaF.oa�. . I 1013 PORCH 12'-2114" 10'-113/4" I�uo Nan gEAL SHEET: 24'-b 1/16" c°"°Fin"s�R°P'ue`uc Eq Penove CHANgea�,IT g. A— 1 ko U Z z Z t7 Lu CON $ 2 x 1D Z TABLE OF CONTENTS PAGE# DESCRIPTION REV. DATE Z O LB -la 1st FLOOR LATERAL BRACING PLAN 1n N UJ LU LB-1b 2nd FLOOR LATERAL BRACING PLAN DTL-1 LATERAL BRACING DETAILS w w H Z o > W DTL-2 STANDARD DETAILS N w Y DTL-3 STANDARD DETAILS =.R. �.. Z Z U N W Q Z Z O Z z GFD-1 GENERAL FRAMING DETAILS 00 m a IBD-1 INTERIOR BRACING DETAIL '""w� J i ¢ o O �rnavRo.uR .xsr ax W xb nn:mamme new owner: 2 Z �.� J O nLLI x ALL CMFROn RUtt.IAfIROnO. UL 1. ENGINEERED DESIGN N 1.1 THE ENGINEERED DESIGN OF THIS STRUCTURE IS INTENDED TO MEET THE FRAMING ENGINEERED DESIGN REQUIREMENTS AS ISSUDED BY THE CITY / COUNTY OF GRAPEVINE, TEXAS 1.2 THE ENGINEERED DESIGN OF THIS STRUCTURE IS DESIGNED FORA BASIC NAND SPEED OF PER. INTERNATIONAL RESIDENTIAL CODE, 2021 EDITION, 1.3 PER IRC R301 1.3 THE EXTENT OF THE ENGINEERED DESIGN *SHALL ONLY DEMONSTRATE COMPUANCE OF THESE NONCONVENTIONAL ELEMENTS WITH OTHER APPLICABLE PROVISIONS AND SHALL BE COMPATIBLE 1MTH THE PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEMS." 7.4 RENTS NOT COVERED ON THESE DRAWINGS SHALL MAINTAIN STRICT ti COMPUANCEWITH THE I.R.C. ,�p'•..• ...h �� i y�EOFTFgIIIo j t • :a /• / IGOR I• TEPLITSKIY.•� /....:........................... 94973 (11�OtFS•I40ENSfc�G`��i w TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196281 HEET NOTES: 1. ATTACH EXTERIOR POST (IF PRESENT) TO FOUNDATION BELOW AND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL3 2. INSTALL FLOOR-T&FLOOR SHEAR WALL PANEL STRAPS PER TYPICAL DETAIL ON SHEET DTL-2. 3. FOR GENERAL NOTES, SEE SHEET DTL-2. 4, FOR LATERAL BRAD INGO A DESCRIPTIONS, SEE SHEETS DTL-1, DTL-2 & DTL-3. J� INSTALLTIE-DOWNSAT 7C INDICATED LOCATIONS �y HOLD DONN NOT NECESSAiYAT �S THIS LOCATION IF HEADER IS CONTINUOUS OVER SUPPORT D I I I I cITIggqpvqp !Lpxe TO EE qEn ax I JxrE o)AL1pM .ice .L....un.x: •LL Cx'pxl0llqu6T glAl1N D A I 1st FLOOR LATERAL BRACING PLAN \\\ N f N K O �PtE�FrF;Yq�I � o IGOR I TEPLITSKIY.^� ,1 t% Z/CENS��.G��� � /0NALEN► u a LB la TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196281 HEET NOTES: 1. ATTACH EXTERIOR POST (IF PRESENT) TO FOUNDATION BELOW AND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL3 2. INSTALL FLOOR-T&FLOOR SHEAR WALL PANEL STRAPS PER TYPICAL DETAIL ON SHEET DTL-2. 3. FOR GENERAL NOTES, SEE SHEET DTL-2. 4, FOR LATERAL BRAD INGO A DESCRIPTIONS, SEE SHEETS DTL-1, DTL-2 & DTL-3. r -----I I I D I I �1 1 L I] 2nd FLOOR LATERAL BRACING PLAN IGOR I TEPLITSKIY 94973 �1 �O� FSs�ONALENG� 4/S 2 "._ _ U z z z 0 E 0 oN 8 z c O cn"�p z F o :) , Q M C D�OI:d X LU K (Do Q O LL C z z 0 ci) N W Q U Z. F Lu Z !2> W X mu uu") az7o,w V Q J m J W �oaFa Lu ii 2 z =gam W LL N o LB/lb TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196281 TOP PLATE ELEVATION 2-BMPSON HTT4.1518' DIAANCHORBOLT, INSTALLED W/SIMPSON SET EPDXY, 7' EMBEDMENT, 1LTERNATVELY, INSTALL 2-GHI STH6 10 AND QN)12' J-BOLTS 7, EMBED)BOfORE CONCRETE POURI 1 N' I 1 A Jr ,X IY a_, ' f DETAIL N WALL STIFFENER PANEL w/ (2) HOLD DOWNS SCALE: N.T.S REFER TO LATERAL BRACING PLAN FOR EXTENT OF SHEATHING REQUIRED / TYPICAL / HALLWAY OR ROOM TYPICAL Do PRESENT) / OPENING RESENT--N P) DETAIL I INTERIOR SHEATHING DETAIL SCALE: N.T.S �-EUEVATIO N SHOW ISFOR THE' ILLUSTRATIVE PURPOSE 6 ONLY" MAY DIFFER FROM ACTUAL CONDITIONS —7116' PLYWOOD a OSB SHEATHINGMTHBd COMSvON NAILSAT4" O.C. ATPANfl®C-ES ANDAT 12' Go INFIELD /--12' DIA ANCHOR ROD; DRILL AND INSTALL.I SINPSON SET EPDXY, 7' EM'BEDMENT (ALTERNATIVELY, INSTALL 12'JBOLT BEFORE CONCRETE POUR) TOPPLATE I ELEVATION TOP PLATE I J ELEVATION K"� - L� --� I '7� / SHEATLYWOODor d AREAS ABOVE, / SHEATHING WITH Bd BELOW,AOPENINGS WITH 711V/ NT COMMON O.C,AT NAILSATOPENINGS WITH 7G SH PLYWOOD 4"O.C. AT PANEL OSB. 2x BLOCKING SHALL BE VHNDGWW / EDGES AND AT I2' INSTALLEDATALLHORIZONTAL DOOROPENING O.C, IN FIELD PANEL JOINTS, AND VERTICAL / 1SIMPSON HTT4 vI WHEN PRESENT) / PANEL JOINTS SHALL OCCUR OVER DIA ANCHOR BOLT, J STUDS. USE Sd COMMON NAILS / IN VYSIMPSON / / O4"O.C,®PANEL EDGES AND / SET EPDXY, 7"EMBEDMENT, ®12'0.C.INTHEFIELD. / IALTERNATIVELY, INSTALL / 2-8IMPSON STHD10 AND (2)12' JBOLTS� REFERTO LATERAL BRACING PLAN FOR EXTENT OF SHEATHING REQUIRED TOP PLATE ELEVATION r / TYPICAL WINDOW 12' CIA ANCHOR OPENING ROD; DRILL AND (WHEN r�--R , INE-ALL IVII MPSON PRESENT) ETEPDXY7", EMBEDMIENT (ALTERNATIVELY, INSTALL 12' JSOLT /J BEFORE CONCRETE ( POUR) (r"NCREMBED) BEFORE .. / - CONCRETE POUR] _ NOTE: j .-� ..� TLUSTRATIVE PUHOVHNI ONLY - 1' ILLUSTRATIVE PURPCGESONLY AND IvWV ' DIFFER FROMACTUAL CO NDITIONS DETAIL D 12 DIAANCHOR ROD; DRILL AND INSTALL.f SIMPSON NOTE SET Epoxy, 7"EMBEDMENT (ALTERNATIVELY,INSTAL CONTINUOUSLY SHEATHED WALL PLAN FOR HOLD DOWN PLACEMENT IIT 1.1 BEFORE CONCRETE POUR) SCALE: N.T.$ INSTALL SIMPSON 12' x 6' LG. BTEN HD (THD5DLBOH) ® 4.0" O.C, PER MPG.'S INSTRUCTIONS DETAIL B WALL STIFFENER PANEL w/ HOLD DOWN IN CORNER SCALE: NT.S TOP PLATE ELEVATION 711S' PLYWOOD OR OBB TOP PLATE I SHEATHING NTH Bd ELEVATION ''� COMMON NAILSAT 711B' PLYWOOD OR 088 \ 4' O.C. AT PANEL EDGES SHEATHING WTH Bd \ AND AT 12' O.C, IN FIELD. COMMON NAILSAT PROVIDE 2X BLOCKING 4" O.C. AT PANEL EDGES ATALL HORIZONTAL AND AT 17O.C. IN FIELD. PANELJOINTS. ALL EDGES SHALL BE \ BACKED INCLUDING 12" DIA ANCHOR ROD; GRILL I� HORIZONTAL JOINTS AND INSTALL wl SINPSON OR WHICH OCCUR IN WALLS SET EPDXY, 7' EMBEDMENT ABOVE B'-0". PROVIDE2X (ALTERNATIVELY, INSTALL BLOC KING AT ALL 12'J-BOLT BEFORE ixq N01'CHEO INTO HORIZONTAL PAN EL CONCRETE POUR) STUDS. NOT CH MOST JOINTS, OR \ \ BEAR ON DIAGONAL a BE REINFORCED MTH METAL STRAP. ix4 NOTCHED INTO STUDS. ONOTCH MUST BEAR ON DIAGNAL a BE REINFORCED" 3,000 PSI CONCRETE hETAL STRAP. I SHEATH WALL AREAS 3,000 PSI CONCRETE 45 DEGREES(M. ABOVE, BELOW AND TO ADJACENTTOOPENINGS SO DEGREES(MAI DETAIL SHEATHING GYPSUM BOTH PERFORATED SHEARWALL DETAIL SIDES. 2x BLOCKING SHALL BE INSTALLED AT ALL SCALE'. N. I HORIZONTAL PANEL JOINTS, AND VERTICAL PANEL JOINTS SHALL OCCUR OVER STUDS. USE 12" GALV. ROOFING NAIL OR STAPLE x 1 5B" LONG; OR 158" SCREWSTYPE W ORS AT7" O.C. FOR EDGE AND FIELD. M 4'V MNINUM I 45 DEGREES (MIN.) ..•.:.. To 60 DECREES (VAI I NOTE SEE PUN FOR HOLD DOWN PLACEMENT DETAIL G PERFORATED SHEARWALL CORNER DETAIL SCALE: N.TS NOTE RED THERMO-PLY IS ANALLOMABIE SLBSTRUTION FOR OSS PLYWOOD SHEA7WN6 SEE GI FORADDITIONAL INFORMATION SHEATH CONTINUOUSLY AROUND CURVED WALL (ABOVE, BELOW, AND BETWEEN OPENING S)WITH ENERGY BRACE 0.106' STRUCTURAL WALL SHEATHING QRED LABEL) OR EQUAL PROVIDE BLOCKING AT ALL HORZONTAL EDO ES, AND VERTICAL EDGES SHALL 0OCUR OVER STUDS. USE NO, 11 GAUGE 1114" GALVANIZED STEEL ROO FINS NVLS OR 7A 6' CROWN X11N' LEG NO, 18 GAUGE GALVANIZED STEEL STAPLES Q 3' O.C. Q PANEL EDGE 8 AND 0r O.C. IN FIELD. PANEL EDGES MAY BE BUTTED OR LAPPED 3W MINIM, NOTE: USE A METALLISCANNER TO LOCATE EXISTING CABLES LATERAL BRACING DETAILS VAILL CORNI PANEL EDGE CLOSEST TO CORNER 12' DIA ANCHOR ROD; DRILLAND INSTALL WGIMPSON SET EPDXY, 7" EMBEDMENT (ALTERNATIVELY. INSTALL 12' DLO. J-BOLT (r EMBEDMENT) BEFORE CONCRETE POUlq. SIMPSON H174 W 50 0 AANCHOR ROD, INSTALLED Y' SIMPSON SET EPDXY, (I" EMBEDMENT). (ALTERNATIVELY, INSTALL SIMPSON 5TH010 BEFORE CONCRETE POUR] e o.nx��To. y.:- -:ESL 11 �. • . � E III 'IT ME Exie `rs o. �IGOR I• TEPLITSKIY ..94973 111 aTE D1.1 1 zl —11.T— • 11 OA :!/CENSE�:'��f o"ai°s"mNew::romsiwcron l. 11�SS/ONAL�G`� TX FIRM REGISTRATION* F-6417 1 U z z z E 00 $ z 04 0 Y CO O X (D p a U o v z 2Sof C 7 Rh 0 w O i�LL O Yl-@� T] (D O O LL c z z O N W U Q Q z } y7 `L = H ww(0U w W Q z z O z z C7 J m m d J O Q F V z Q =gam W LL N w K O O Z! U p N a� Z o i O DTL11 JOB NUMBER 25-196281 FRAMING GENERAL NOTES 1. ENGINEERED DESIGN 1.1 THE ENGINEERED DESIGN OF THIS STRUCTURE IS INTENDED TO MEET THE FRAMING ENGINEERED DESIGN REQUIREMENTS AS ISSUED BY THE CITY OF GRAPEVINE, TEXAS 12 THE ENGINEERED DESIGN OF THIS STRICTURE IS DESIGNED FOR A BASIC WIND SPEED OF 115 NPHPER INTERNATIONIL RESIDENTIAL CODE2021 EDITION 13 PERIRC FW1.2 THE EXTENT OFTFE ENGINEEREDOESIGN 'SHALL ONLY DEMONSTRATE COMPLIANCE OF THEBE NONCO MENTO NIL ELEMENTS WITH OTHER APPUCABLE PROVISIONS AND SHALL BE COMPATIBLE WITH THE PERFO R3ANCE OF THE CONVENTIONAL FRAMED SYSTEMS.- 1 A ITEMS NOT COVERED ON THESE CWAWINGS STALLMAINTAIN STRICT COMPLIANCE WITH THE I.R.C. 2. WOOD SPECIFICATIONS 2.1 ALL STUDS SHALL BE SPF STUD GRADE OR EQUIVALENT. 22 SILL PLATES SHALL BE PRESSURE TREATED k S.Y.P. 23 RAFTERS AND JOISTS SHALL BE RB S.Y.P. WITH A NO DULUS OF ELASTICITY, E=1,600,000 pd UNLESS NOTED 0THERNISE. 2.1 HEADERS AND BEAMS, WHEN SPECIFIED, SHILL AVEA MINIMUM MODULUS OF ELASTICITY, E-1,800,DW pd, AND TABULATED BENDING STRESS, FE4R00 pd, UNLESS NOTED OTHERWISE. 3. EXTERIORWALL BRACING 3.1 THIS SHEET REPREBENTS THE EXTENT OF THE LATERAL BRACING WHICH NEEDS TO BE INSTALLED TO COMPLY WITH SECTION f6a2.10OF THE IRC. THERE ARE AREAS WHICH DO NOT CONFORM TO THIS SECTON. ENGINEERED SOLUTIONS AS SHIOWNARE PROVIDED TO ENSUREAMOUATE PEWORM VICE WITH THE SYSTEM 32 ALL STRUCTURAL PANELSHEATHING, LOCATEDAS SHOWNON THE PLAN SHALL BE 744' THICK PLYWOOD DROSS. PANELS :ALL BE SECURED TO FRAMING WITH 1 12- LONG, 18 GAUGE STAPLES OR Bd COMMONS SPACED AT 7O.C. AROUND THE EDGE ANDS' O.C.INTHE FIELD. 33 A2x HORIZONTAL BLOCKING MEMBERSALLBE INSTAUEDAT ALL HO RZONTAL JOISTS FOR STRUCTURAL PANEL WOOD SHEATHING. THE BRACING PLAN AS SHOWN ON THIS SHEET SHALL BE REFERRED TO FOR THE SRACING LOCATIONS. 3A IFSIMPSONSTRONGWALLS ARE TO BE USED, CONSIDERATION SHALL BE GIVEN TO PLACING THE ORDER WITH APPROPRIATE LEAD TIME (POSSIBLY AS MUCH AS 2WEEKS) AS ALL PRODUCTS AY NOT BE IN STOCK. 3b WHEN DRILLING INTO THE SLAB FORHOLDOWNS ORANCHOR BOLTS, CARE SHOULD BETAKEN TO AVOID DAMAGE OF POST -TENSIONED CABLES. TOP PLATE ELEVATION EXTEND HEADER ACROSS ALL OF - THE JACK STUDS Sd COMMON NAILS 03'! O.C.E.W.THIS AREA ME" PLYWOOD or OSB WIN COVINTON TOP PLATE NAILS @ 6' O.C. AT PANEL EDGES AND ELEVATION 12'O.C. IN FIELD '`— CRIPPLE STUDS 7/78'a 08B p/ HERDER- HORIZONTAL PANEL JOINTS, IF SEEPLANFOR REQUIRED, SHALL OCCUR WITHIN 24" BEAM SIZE (TVPJ OF MD -HEIGHT, PROVIDE 2X BLOCKING .1 Mid SINKERS @ 3" O.C. ON EACH SIDE OF BEAM J OUTSIDE FACE OF WALL NOTE: RED THERMC-PLY IS AN ALLOWABLE SUBSTITUTION FOR OSI PLYWOOD SHEATHING. THE FASTENERS S ATTACHMENT PATTERN SHALL BE IN ACCORDANCE WITH TABLE ON GFDH. SEE GFD/1 FORADDMONAL INFORMATION. PROVIDE SOLID2X BLOCKING BETINEEN HEADERS TOP PLATE ELEVATION Iz �STUDSA SACEEPERMTS.HT STRAPS ACROSS M- ATTACHEMENT TO FOUNDATION Z O N LL U Q z W W ~ Z *�MZONTALPROJECTON p W X Q X Z 0 Z Z Z _I — ma J0< =)I w zzll Z OEL� ILL! ILL ILL ­NGESIUSTSI W H- n 0 o ,# IGOR I TEPLITSKIY %94973 1. TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196281 EEPLANFOR _ IEADERSIZE NAIL T 17 O,C 2CONNECTEDCOECTEO WITH COMMON ^ ARCHTECTURAL FASCIA 2A r/ 2x4 BLOCK IYPICALATOORNERS ATP�O. O.C. EACH SID 170A THRU80LT MN4 EACH CORNER 02V O.C, TYP. EXTEND SHEATHING PERMETERNMUND 2 STUD SPACES(O.C.E 1A() / 10tl COMMON NAILS OPENING BELOW 7A@, Ai@O.C. -- HIGH TOP PLATE PLYWOOD SIM210. AILS or EQUAL / ELEVATION a OBB W22-10d NAILS % / 7A 'PLYWOOD. OBB AROUND 6TEELLINTEL 6EE SCHEDULE PERIMETER NAJLWITH 10tl COMMON / L NAILS AT@'O.C,®PANELEDGESAND72 L(] 7Jp Pf ATE O.CATINERIORSUPPORTS TYPICAL LEDGER ANGLE E�E1Ai°N7 7 �' SECTION Y-Y SUPPORT DETAIL ;Go NAIWG' CHIMNEY FRAMING PUN / 70tl COMMON N41L9Ai7P'O.C. SCALE: N.1.S GEL. PoUD SCALE:N.T.S BLOCKING STUD BEYOND // WASHERANO O.C, MAXIMIMALONG EXTERIOR WALL LINE, 1111' OD NG°RxfBd NUTREOD —�— IMTHIN ITOFVAICORNERS, AND WiTHINr TO 08 12' OF SILL PLATEBLL UTTJOINTS, RILLANO /''/ CONMONNAILS®@' 381hfSON SO&1Hr.AbW000 PRESSURE TRFAlE02x9LL INSTALLrv151(MSON SET EPW(Y (ALTERNATIVELY, QC.0PANEL EDGES SCREWSINTOEACHSIDE PLATE(A2 S.Y.P. a EQUAL) INSTALL J-BOLTS BEFORE CASNNG THE SLAB) /'/ / / AND 012'O.C.IN OFCHIMNEYFRAME FIELD ATRAFTERANOCEIUNG PENETRATIONS. TOPOFCONCRETE 1—Z .1_J // ELEVATION T / • ! 1/2' DM ANCHOR BOLTS, • !' II INSTALLEDWISIM'SON SET �• XF�x'� SEESHEETNOTE2 I EPDXY(P MN EAEDNEIJ'T) TYPICAL TOP PLATE lulOANCHOR BOLTS ELEVATION CHANGE DETAIL STUD BEYOND SINPSON AS MXDSILL ANCHORS ® @-O. O.C. �qRAFTERS MAXOMUMALONG EXTERIORWALL UNE, WITHIN SCALE; FLT.S ITOFWALL CORNERS, AND WTHIN 4"TO 12" PRESSURESYPor EQUAL) CASTING TREATED 2x SILL OF SILL THE SIAq PLATE BUTT JOINTS, ONSTALL BEFORE ��(PRE-APPROVED STRUCTURAL CONNECTORS SECTION X-X ... CROSS REFERENCE TABLE CHIMNEY FRAMING PLAN 91MPSON UBP STRUCTURAL SIKPSON UBP STRUCTURAL $ iRONGTIE CONNECTORS BTRONGTE CONECTORS SCALE: NT.S TOP OF CONCRETE I A34 MP34 LTS12 LTS12 IREVATON I AS PAU44 LTP4 MP4F / "L" INTERSECTION POST I MILES PAM U.m JUSW CAP BEE SCHEDULE '•: I AC4 PB344 LUSIM IU1282 y/ HlC&iF "r"INTERSECTION POST "'K I AM PBSM LU JI1S283 (KDEPiHOFJOIST) CAP SEE SCHEDULE .•''*•, A._. I CS78 RS150 WS28 JU62B I H3 R73 LUSM2 JU528-2 I H4 R73 LU8283 JUS283 2 MJDSILLANCHORS I HGA10 HGA10 WS210 JU3270 BLOCKING O 1 HHmlO TH041O LUS21M JIM M •x// CENNOJOIBT8 I HRA96.WA0 THD870 LU32103 JLG2103 vosr crowMN vosT coLLNN TYPICAL EXTERIOR WALL SILL I HTTB HTMe MT2 FAG KSTM PLATE ATTACHMENT DETAIL I HTa2 HT10 MBTa SPTH4 I HL2103 H,02Q 9PHl SPTH4 / I HLQ133 LN2123 9PH1 ePTH6 (USE METHOD 1O or O2 ) E ITA2 U410 SUM14 —•A— —yx— I LFILMS IHU48 Ulu SUHl14 CHIMNEY FRAMNG ELEVATION I SEE SHEET NOTE I SC4LE:N.T.S I LSTA30 LSTA30 TYPICAL CHIMNEY POST RISE POSTCOLUMN CONNECTION SCHEDULE(SIMxSON) BUILT UP POSTS WIND BRACING DETAIL SEEBCHEDULE POST BASE POST CAPS TREATED BILL SEE SCHEDULE PoSTSQE POST 843E PoSTSIZE WOOD SPECES #OF BELTS "L"INTERSECTION TINTERSECTON PLATE SIZE x�x coxe.xum SCALE: NTS 50ANCHORRDD ;1 4x4 LCE4(EACH SIDE) AC4(EACH SIDE) ABU44 (3)2x4e 2.4.41' SYP OR 1 INSTALLED WITH mrsxn wxww SIMPSON BET EPDXY Bxe LCE4(EACH SIDE) AGE FACH SIDE) ABUS (4)2x8'e 2x8 x8" SYP 42 1 wwxxrt. \\\\\\ (P EMBEDMENT) tix8 BOB BCB ABI� (6)2x8'e 2xBxI SYP 42 2PLANS tEOF TF %�� Gx1D CFA(EACHSIDq RRCE4(EACH9Dq cBloio (e)2x1@e 2xioxG. sYPAB 2 LdL AT i •`P.• ••;'r,9 1 12x12 LCE4 (EACH SIDE) R)LCE4 rCH SIDE) cei212 (E)2x12e 202 x12° SYPffi 3 ..re.aTuamx4 n; x x�..a.Teer. h: 4r �I TYPICAL EXTERIOR POST NOTE& ATTACHMENT DETAIL 1. USE 9 MPSON ZMAX FINISH or LISP EOUIVALENT FOR POST W CONIECTORSWITH PERMANENTEXTERIOR EXPOSUPE, cra�.xn sov uac woxinawr •••/ SC4LE'.Ni.B 2. USE PRESSURE TREATED WM3ERWHENWOODIS x ucH4xaeex Uer ee xPreoveo. IGOR I TEPLITSKIY W. PERMANENTLY EXPOSED TO THE ENVIRONMENT. �i..e•. 94973 GENERAL FRAMING DETAILS 41r. ZS' k4 U Z Tn Z o ON $ 0 " 4o ic rp Z 2For3 7 00 Lu xxLLxx W pp ��O11 Iwo v V 0 jLL c Z Z O 1n W U Q ww ~ Z p W X N LUu7iIS w Q Z Z O Z Z S 5wmma -10 Q F =O W 2z_ EL llA E IL N O DTL13 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196281 ALLOWABLE SHEAR WALL OSB OR PLYWOOD PANEL SUBSTITUTIONS TABLE"A' - INSTALLATION SCHEDULE SHEATHING FASTENERS TYPEPANELEDGE SPADING BRAND PRODUCT LABEL INFIELD 7116' CROWN 1-1M LEG No. 18 GAUGE GALVANIZED ENERGY BRACE 0.106" STRUCTURAL BRACE RED STEEL STAPLES or Nlo. 11 GAUGE,1-IM'GALVAMZED 31O.C. 6"O.C. STEEL ROOFING NAILS THERMQPLY 0113'STRUCTURAL GRADE RED SAMEASABOVE S'O.C. 6'O.C. (STORM BRACE) SHEATHING STAR STRUC 0,826" RED SAMEASABOVE S'O.G 8"O.C. THERMO-PLY Oi37"SUPER STRENGTH BLUE SAMEASABOVE S'O.C, 61O.C. SHEATHING 7116' CROWN x 1-12' LEG, No, 16 GAUGE GALVANIZED FIBE2BRACE 0.500" STRUCTURAL NIA STEEL STAPLES ar No, 11 GAUGE I-12'G4LVANIZED 31O.C. 6. O.C. MEL ROOFING NAILS TABLE'S'- MNIMIM LENGTH OF PANEL FORVARIOUS PLATE HEIGHTS SHEATHING ELAND PRODUCT LABEL TOP PLATE HEIGHT ABOVE FLOOR MNIMUMLENGTH OF PANEL H s 10 7'-0• ENERGY BRACE 0106" STRUCTURAL BRACE RED 10 <H 412' 9'.0 12' < H s 14' 8'-0" H 5 10' 7'E" THERMQPLY 0.113'STRUCNRAL GRADE (STORM BRACE) SHEATHING RED 10' <H 512' B'-0' 17 <H s14' 8'-0• H s 10' 7'1' STARRSTRUC OB25" RED 10 <H 512' 8'-0' 1T < H 5 14' 9'-0" H s 10' 7'E" THERMO PLY 0.137" SUPER STRENGTH SHEATHING BLUE 10, ., ' B'-0" iT <Hs14' 8'.0 Hs 10' TS FIBERBRACE 0.500" STRUCTURAL NIA 10, <H 512' B'-0" iT < H s 14' B'-0' H s 10' DENS GLASS 0500' STRUCTURAL MOLD RESTART SILVER 10 < H 5 11' 6 .0 1T < H 5 14' 7'1" NOTES: 1, VERIFY THAT ENOUGH WALL SPADE IS AVAILABLE FOR OBB PANEL SLBSRTUTIONS 2. THE IEIGHT-TO-LENGTH M110 OF THESE PANELS SHALL NEVER EXCEED 2 TO 3. STUD SPACING SMLLNOTIXCEEDI6.00, 4. PAN LEDGES MAYBE BUTTED' LAPPED 3WMINNLM. 5. ALLVERTICALPANELEDGESSMILER OCCUROVSTLOS, B. ALL HORIZONTAL PANEL EDGES SHALL BE BLACKED WITH 2X LLMBER SIMPSON HANGER SCHEDULE FOR MULTIPLE -PLY BEAMS Intl CEILNG JOISTS (TYPICAL UNLESS NOTED OTHERWISE ON PLANS) MEMBERSIZE FACE MOUNT TOP FLANGE w WSz im I$ HJS28.2TF U282 H WSM JB2B 3I HJINJ U I\'1j,LjT�"Bg H1P63 NIA WSm J8210 RRMv UUM102 HUS2104TF zl H12103 HU2103TF 2 W8210 J8212 f&M2 LLG2102 14JSZ2.2TF RXI2 HU2123 HU212-3TF NOTES: 1. SCHEDULE BASED ON NO POINT LOADS APPLIED TO BEAMS ORJOISTS, 2. 8PECAIITY BEAM (LVL%' LSLb, PSL's, We ) HANGERS WILL BE CALLED OUT ON THE PLAN. 3. REFER TO SIMPSON CATALOG FOR INS TALLATIONGUDEUNES. 4. MNGER 8CHEOLLE BASED ON THE USE OF S.Y.P. LUMBER. y HEADER SCHEDULE 2P [TrIIEADER IINTERIOR BIXTERIORWITH ROOFAIA CEILING LOCATION I SIZE I SPAN #OFJACKSTUDS R)2XSb 4'-T 1 RR 6b S.- z 9)2 0b 63' 2 RRX12b To 2 HE EXTEJOR WITH Q)IOORABIVE LOCATION 912E SPAN #OFJACKSTUDS Rm6b 3-7° 2 RRN1b 1'-8 2 P)2AO% 11021 83" 2 INIERI RWITH(I) OORABOVE LOCATION SIZE SPAN #OFJACKSTUDS RRl6b 0E 1 RR"6b 4'-s' z RR Ob ss 2 9)2A2b B3' 2 �J/H,ADGR EXTERKIRW CHO)CLEPA IAN FLOORABOVE LOCATION SIZE SPAN #OFJACKSTUDS RR*sb 3V W 2 121., RRXIOb 1'-8 2 RRx 2b SG 3 NOTE: 1. ANYWADERSPAWANDSIZESNOTCOVEREDABOVETOBE NOTEDONPLAN 2, SIZES AND SPANS BASED ON42 S.Y.P. QFOTHERSEEPtAN) 3. FASTENPLYS TOGETHERWITHIOd COLBAONNALS@le"o.C,ALONG EACH EDGE 4. ANY HEADERS FALUND UNDER A FLOOR SYSTEM NOT DESIGNED BYNORTEX, SMLLBE DESIGNED ANDSIZED BY FLOOR SYSTEM MANUFACTURER R- PLY)ENGINEERED 3/4"OSB gm a1B'O.C. BEA611MATCHHBGHT 9UBFLOORI B OF W GIST FMMIWI 1 / 3Iq"OSB / SUBFLOOR' [O ` 0 @ S S INSTALLWASHERS QEACHBOLi f\`\ RRz4KICKERBRACE®180.0 ` ~B `MINIMLM(J)IOtl COMMONNALS ATTACH TO BEAM AND UNDER EACH DIAGONAL STRUT ADJACENT WOIST(NOT SHOWN) COMMON NMVL6®4° O,C. TYPICAL CANTILEVERED LEDGE GENERAL FRAMING DETAILS FRAMING DETAIL SCALE: NTS NOTES' 1. REFERT01HEETDTL-1 FORGENERALNOTES 2. ALL FASTENERS (INCLUDING NAILS, SCREWS, BOLTS. AND THREADED RODS) N CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED (VORTEX RECOMMENDS G185 GALVANIZING). ALL SIMPSON CONNECTORS IN OONTACTWITH PRESSURE TREATED WOOD SHALL HAVE THE 2-MAX FINISH. STEEL LINTEL SCHEDULE HEIGHT OF VENEER z <Jf I I I I Z m I I I I I z ii STEELANGIE I I I (q 4� PER TABLE I I W 0 I 1 I I I I I II ICI - I 0 �rt�pa I I I I I Ir—I` 0 CLEAR SPAN I I I Z 2 2 7 CA I B ] 6 5 4 3 B x4K12 I STONE- BO LBS.IIFT. SQUARED H B 7 B 5 O UNTEL I CLEAR8PAN(FEET) InN SUE 1 3 1 4 1 5 1 6 1 7 1 8 1 B 1 10 111 1 12 1 13 1 14 1 15 1 16 1 17 HEIGHTOFSTONE W () Q 312X312X1M 21 12 6 3 2 1 4 X312x1M 15 10 5 3 2 1 _ Z Lu p> W X 22 15 1, S X312 z3B 22 15 8 B 4 3 2 1 Bx4x3S 22 78 11 7 1 4 3 2 2 1 (n W N U N W 7x4%12 _ :I. .I. -I>< 18 12 B 7 8 1 1 3 a Z Z Z Z B x4X12 V a J m J W NOTES: D CD J l0 d A. STEEL ANGLE SIZESAREBASEDON USDO DEFLECTION CRITERIA J S Q F O Q B, REFER TOPLAN FORAREAS PATH HIGHER CLEARSPAN THAN iT in } OO C, CF14RTNOTAPPLICABLE FORGARAGEAREAS (SEE PLAN W # D, GABLE AREAS NOTINCLUDED (SEE PLAN 2 Z 1'-B MAX BEAM LENGTH •ryle PAo[Be�["A l3°I DOUBLE L4X4KIA Cox[TBuar LL 031 STEEL)W S) R7A6 POSITIONED corruc�iw,�'M wucwa"• »-- N TIGHTAGAINST BEAM crtv Axyx�` ox ++ nTe.orsexnnaxwasxiwraVw..Tnr. 2U STRUT EACH SIDE, ALL cwNaee[Urt 01 A�rrroven� ATTACH WM O)10tl - RDMMONNAILS.\\\\` n tEOF•rF g A �P..... Y r z'A w * ' ...MUGGER FURROUTLEDGE ••••••••••••••••••••••••• ASRMUIRED IGOR 1 TEPLITSKIY / SECTION B-B j.•.'•••..94973 • / SCALE: NTS ��1•' • •qj % GFDl1 TX FIRM REGISTRATION#: F-6417 JOB NUMBER I 25-196281 SHEATH WALL AREAS ABOVE, BELOW, AND ADJACENT TO _ OPENINGS!MTH 17 GYPSUM roPPurE SHEATHING ON BOTH SIDES, 2c ELEVATION BLOCKINGSHALL BEINSTALLEDAT ALL HORIZONTAL PANEL JOINTS, / I� / AND VERTICAL PANELJOINTS SHA OCCUROVERSTIIDS. USE 17 / TYPICAL GALV. ROOFING NAIL OR STAPLE z HALLWAY 159 LONG; ORI 5B" SCREWS OR E AND FIELD. OR LET-INLET-INBRACE 0 /' MMEN BOTH ENDS OF WALL / . PRESENT) RED T-PLY IS AN ALLOWABLE SUBSTITUTION FORGYPSUM SHEATHING SEE GFD11 FOR f NAILING PATTERN OTHER RECOIREWENTS. PROVIDE BLOCKING@ ALL HORZONTAL JOIMS, NOTE: THE ELEVATION SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLYAND MAY DIFFER FROMACTUAL CONDITIONS REFER TO LATERAL BRACING PLAN FOR EXTENT OF SHEATHING REQUIRED zz TYPICAL DOOR OPENING / PRESENT) m DEOLfESIMw 0 woECAa$ BAaxl TOP PLATE ELEVATION INSTALL CONCRETE I OR =S.NTCHMRT BEAR ONMAQON— ff IEINEOROD!tlI1H M TNSTRW. DETAIL IL FIRST FLOOR INTERIOR SHEATHING DETAIL SCALE: NT.S REFER i0 LATERAL BRACING PUN FOR SHEATH WALL AREAS ABOVE, EXTENT OF SHEATHNG REQUIRED BELON, AND ADJACENT TOOPErANg SHEATHING ONBOTH SIDESM2t N F ALOCKING L HORIZONTAL BE INSTALLED OINTS, ALL HORIZONTAL PANEL JOINTS, ANDYERTIOALPANEL JOINTS SHRLt GCC—\ UROERGNAIL USE AP \\ TYPICAL / GALV. ROOFING PARLOR STAPLE x HALLWAY 15S' LONG; OR 15B' SCREWS ✓ OR / TYPEW OR SATTO.C. FOREDGE / ROOM /// TYPICAL AND FIELD. OR LET-INBRACE@ �' (WHEN / DOOR OPENING BOTH ENDS OF WALL /, PRESENT) / EN RED T-PLY ISANALLOWABLE SUBSTITUTION /' / %, PRESENT) FOR GYPSUM SIfA1HING. BEE GFD11 FOR NAILING PATTERN &OTHERREOUIREWENTS, PROVIDE BLOCKING@ ALL HORIZONTAL JOINTS. NOTE: THE ELEVATION SHOWN IS FOR — — — — — — — — — — — — — — — — — — — — ILLUSTRATNEPURPOSES ONLYAND WAY uoecrEEsO,w DIFFER FROMACTUAL CONDITIONS ro OR BOOEOPffSIMT%1 SmsNOTCHS BE R G WNPC %TTH METALSTIAP. DETAIL ILA SECOND FLOOR INTERIOR SHEATHING DETAIL SCALE: NT.S NOTE: USE A METALLISCANNER TO LOCATE EXISTING CABLES INTERIOR BRACING DETAILS TOP PLATE ELEVATION I. orte.°xT�oearm LL s wus�T ea P.a.A. vFoesw C) Z z Z 0 as 0 oN $ Z C 0 2 =CA j 7 Li <h OLL �0i d w Lo O 0 'q LL a Z Z O � Ln W U Q Z. F Lu W Y H LU Q K 0 O Z Z Z J Z _ d J m DO UJ J O Q Lu 0 2Z_ =gam W LL N FLOORJOIST w ��0�•rc �,'' O o /* � IGOR I TEPLITSKIY••� G e°. 94973 :o 2 TX FIRM REGISTRATION#: F-6417 IBD / 1 JOB NUMBER 25-196281 = 25'-2 9/16" E / MA5T3 R BEDROOM \ MA5TERBATH \ IO L��SpT• I � 111 MUDS om 'ALL 6 4Ax 14 43osET Y T. \per' wCHEN F \� \ BEDROOM m 18'-5" X 12'-2" 1 DINING / ALL Fi LLAYRO1 �// Dn14T. 4'-10"xl0w" i -- UP 'I BAT LAUNDRY / / 3'-T%9'-y, B'-B"%9•5" GL05ET CLOSETA ® - 14'-613/16"E OHM _ LIVING 24'-11" X 14'-11" BEDROOM 11'-8" X 12'-11' GL05ET 5+s-x Ir-r BATH 10'-2" X 8'-0" C GL05ET 5'-10" X 3'T BEDROOM 10'-2" X 12'-10" SECOND 5TORY 856 50 FT I B IW� I eaOWER I a'D"x�'D' I .a. O MA5TER 5EOROOM MAS'ERB YTH © Gam. Gelling I 13 I O$ I CLOSET eUOROOM 'O'E I �E3 5 1 HALL I4-I I PATIO 6 4C' KITCHE f 5 x l i CLOSET 4 I r- I I I CI I l I rDINING J 9'-1" X 12'-10" I° I PLAYROOM l I III IIr 1'�10"x iTd' . HALL Gem. cenlne .fl ((II 11 Ifll 4'-10' X 10'-0" �— — LAUNDRY 6'-0" X Y-0' UP Imo — BATH CL05ET `Q �' UTILITY 1 HM FIRST STORY 1895 5Q FT LIVING 24'-11"X 14'-11" PORCH L J SHAMSOCPFT°rzT' EgT fiiES l / These 5 buildings have been removed. wwME BLA—HE T m ;83 owNEN M9Wa�M Ka51LN k HCgE KASIEN uME roo,o>, vary lays - _--__— S 82'44*. E ems; ,a I ¢ �� 0.3924ACRE -*o r � ea _ -- —2171, . 113 -s- w 76Y8W �Y ram / r mm r. E„r. awr..rorr ca"i �ramme ma. e•w.. xa o<,. a. n,°n LAND TITLE SURVEY 0.392 ACRE TRACT SITUATED IN THE WILLIAM Y. ALLEN SURVEY ABSTRACT NO. 34 TO THE CITY OF GRAPEVINE, TARRANT COUNTY; PRISM SURVEYS, INC. RRM 0�A4 Ne m�°� m s:au°cnoriAsum%r_rs "u(17)T54o esa F ) EMMC8I T) 283-1148 (. Om E OWNER: D RONALD BLACKSHEAR VOLUME 7091, PAGE 1853 D.R.D.C.T. c 00, FPO I NT OF B EGINNINC -L)IJ13L RAVEL PAVEMENT A 2 3 4 5 6 CID OWNER: now w UNITED STATES OF AMERICA F VOLUME 2373, PAGE 153 D.R.D.C.T. ---------- WOOD BOLLARD 1/2 i. LIGHT -------- ---- WOOD POLE S 82 0442 JR, E S 8611'21" 0,58' LIGHT POLE 221 E LIGHT -1 1 wo.. .50' ------------ Pol, BOLLALD "eo—P . ... ...... 1 f 202, -9 ---------- PIR.P.— 1 STORYADDITION LIGHT Wo GO POLE I-ARD ... MONT FIND, C5 ........ META (C CIIVI)B?LLAI cv 3QO, METAL POST ------------ 0.392 ACRE W 0 WOOD BOLLARD BOU-ARD Thursday, May 15, ZOZ5 17,071 square feet 11 EXISTING 2 STORY WOOD A- NAME z UJ I E 1,114 square feet WOOD BOi-LAR0r z 13IX DUBLIN STREET U-1 GRAPEVINE, TX. 76051 14 14, 0 z > LIGH SOL w D- WL .61 20.0. 4.6- 0) 6, 4.8 WOOD (D cy) BOLLARD z z < o o --- --------- WOOD BOU-A - RP o❑ R AD /RAI \A WOOD, BOL 4 CITY PERMIT 0 —d.� May 15, 2- HIS OL I OWNER: OD BO LARD UNITED STATES OF AMERICA" T K40NT. ' FIND VOLUME 2373, PAGE 153 CM D.R.D.C.T. BOULARD --S 32420'27" W 1 2 76048`21 59.22' 32.50 B r 1/2"SRF S 51'42112" 0.30' V'O GO BOLLARD N A T— NT ARCHITECTURAL SITE ARCHITECTURAL SITE PLAN PLAN SCALE: 3/32" V-0" 3 4 5 6 7 AO-01 LEGEND Drainage to be approved by Public Works at Final.♦Y 6BB EXIS NG ELEVA ON CONTOUR b� F —660— PROPOSED ELEVATION CON—P II(V■■�1 0' ¢ �q FLOW DIRECTION ..._.._.._.._.._..�.._.._,._.._. V Z B$ b __.._ X EG J45.0 EXISTING MADE ELEVATION Q� � _. ._. D d Q n - - _. �. _.._. _. _ `' ._ ._. _.._.__��.. X FG J66.0 FlNISHEO MADE ELEVATION ..�.._.............�..� I L 5i . -. X TP )46.D TOP OF PAVEMENT ELEVATION �B l TP 5T2.5 _ <� /_ ,✓'� X TW J46.0 TOP OF WALL ELEVATION �I •...�..�... , X BW ]06.0 BOTTOM OF WALL ELEVATION '--- __ X TI J16.0 TOP OF INLET ELEVATION / - TP 5]i.9 F F 573. 6 LJ � - � X TL )46.0 TOP OF CURB ELEVATION % Ci J15.5 GUTTER ELEVATION DOQ I / \ -F'Lu\ � J IIl/yyI I'l I _ _---- PROTECT TREE WTH X W ORANGE -1 FENCING F Q F /z Z Z I w QOn OWNER. F'R°CeE On W 0 OL BLAC KSHEAR / �% 1CMJ 10 qua: feel �uL,,,,,�,F --1 11 NOTE: 4:1 MAXIMUM SLOPES Co ❑ ❑ Z a VOLUME 7091, PACE 1853 D. R. D. C. T. �� aG< LUELIm 5-11 �� � LL ¢ O 79 GRAPEV NE lx ]d0, Q .IMPORTANTIII } Z >T E/ I CONTOURS REPRESENT FIN D GRADES. ALL PAVING SHALL BE EXCAVATED 10 SUBPER < H ❑ U Q TYPICAL PAVNG SECTIONS (SEE DETAILS). Q Nf o _ !!! CRITICAL !!! _ LOCATIONS OF EXISTING .UTILITIES ARE APPROXIMATE AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES. BOTH HORIZONTALLY AND VERTICALLY, BEFORE eP POLL A_PL— THE COMMENCEMENT OF ANY CONSTRUCTION. � anILROA Wb 'n Es / N� FINAL GRADING NOTE !! p m FINISHED GRADES SHOWN HEREON REPRESENT TOP OF PAVING. TOP OF 50D AND/OR LANDSCAPING, �s �ga5 _ UNLESS NOTED OTHERWISE § �w n (' IV UNDER NO SHALL 500 OR CIRCUMSTANCESE = KHis a "�� NCm,. DE ABOVE THE BRICK GRADE FINALSHALLp 4_._ (EMaErnL AWAYBUILDINGUANDPOT OTHER FLOWE AWAY FROM z - _ , STRUCTURES. GRADING NOTES:` f._..T.._ VV FONT OF �7-- a a E REG:IININING '-' �''= .� _ 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES THAT MAY CONFLICT WITH e I I i � -'�-- _ v 112 SRF ,� / 5141vz' E 03a PROPOSED LAYOUT. THE TOP FOUR L IN L 2 INCHES OF TOP SOIL SHALL BE REMOVED FROM SITE AND STOCKPILED FOR LANDSCAPE USE. ALL CUT OR FILL SLOPES TO BE 4H:1V OR �71 T I ' - 1 7648 1 " GV / �// FLATTER UNLESS OTHERWISE NOTED. f9 N9ZlE R4 5�.22 / 3. ALL SLOPES ARE TO BE RE -VEGETATED AS SOON AS POSSIBLE WITH PLANTING APPROPRIATE TO THE _ / SITE. 4. DRAINAGE DESIGN IS TO EMPHASIZE REDUCTION OF EROSION AND RUNOFF AND MINIMAL DISRUPTION TO ADJACENT PROPERTY. Ems EA;EUENr 5. ALL EXCAVATION AND FILL PROCEDURES SHALL BE PER GEOTECHNICAL REPORT. I�vs I°)3s �T C2d �,�_` 4 6. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. PROVIDE A - _ MINIMUM OF 1.0% SLOPE AROUND BUILDING PAD. -- �� •^� + 7. CONTRACTOR SHALL PROVIDE SUFFICIENT MEASURES (SILT FENCE, ETC.) TO SHEET PREVENT EROSION OR THE TRANSPORT OF SEDIMENT DOWNSTREAM (SEE EROSION CONTROL PLAN). ODE: INTERNATIONAL RESIDENTIAL CODE EDITION: 2021 CITYIMUNICIPALITY: GRAPEVINE, TEXAS BASIC WIND SPEED: 115 MPH GRND SNOW LOAD: 5 PSF TABLE OF CONTENTS PAGE# DESCRIPTION REV. DATE LB-1a 1st FLOOR LATERAL BRACING PLAN LB-1b 2nd FLOOR LATERAL BRACING PLAN FR-la 1st FLOOR CEILING JOISTS FRAMING PLAN FR-1 b 2nd FLOOR CEILING JOISTS FRAMING PLAN FR-2 ROOF RAFTER FRAMING PLAN DTL-1 LATERAL BRACING DETAILS DTL-2 STANDARD DETAILS DTL-3 STANDARD DETAILS DTL-4 STANDARD DETAILS DTL5 STANDARD DETAILS GFD-1 GENERAL FRAMING DETAILS IBD-1 INTERIOR BRACING DETAIL 1. ENGINEERED DESIGN 1.1 THE ENGINEERED DESIGN OF THIS STRUCTURE IS INTENDED TO MEET THE FRAMING ENGINEERED DESIGN REQUIREMENTS AS ISSUDED BY THE CITY/COUNTY OF GRAPEVINE, TEXAS 12 THE ENGINEERED DESIGN OF THIS STRUCTURE IS DESIGNED FORA BASIC NAND SPEED OF PER, INTERNATIONAL RESIDENTIAL CODE, 2021 EDITION, 12 PER IRC R301 1.3 THE EXTENT OF THE ENGINEERED DESIGN *SHALL ONLY DEMONSTRATE COMPUANCE OF THESE NONCONVENTIONAL ELEMENTS WITH OTHER APPLICABLE PROVISIONS AND SHALL BE COMPATIBLE WTH THE PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEMS." 1.4 ITEMS NOT COVERED ON THESE DRAWINGS SHALL MAINTAIN STRICT COMPU NCE WITH THE I.R.C. A U Z 1n Z E 0 O N $ z w( c rip a cYi 8-8 z = °r-' o LLxxW .0 ��11 � O v e 0 :SLL z Z O to N W U Q z w w ~ Z Zc p > W X of J D_ O zO zQ ZZ Z .9J a(m =Q— W ii $ C7 2 z _ EL w N a TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196282 HEET NOTES: 1. ATTACH EXTERIOR POST (IF PRESENT) TO FOUNDATION BELOW AND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL3 2. INSTALL FLOOR-T&FLOOR SHEAR WALL PANEL STRAPS PER TYPICAL DETAIL ON SHEET DTL-2. 3. FOR GENERAL NOTES, SEE SHEET DTL-2. 4, FOR LATERAL BRAD INGO A DESCRIPTIONS, SEE SHEETS DTL-1, DTL-2 & DTL-3. J� INSTALLTIE-DOWNSAT 7C INDICATED LOCATIONS �y HOLD DOVM NOT NECESSARYAT �S THIS LOCATION IF HEADER IS CONTINUOUS OVER SUPPORT F177 I � J I I I m I I I I I I I m I I I I D I 1st FLOOR LATERAL BRACING PLAN TX FIRM REGISTRATION#: F-6417 Z 41 Z U' E .0 N $ Z C O a Z=F�� <h LL J O i� N aU `° o 0 LL a z N W U Q 93 Z F W.2S.Y I Q Z Z J O�z Z _ 0� . ILL J o Q F W ii 0 2z_ =g am W LL N Ym LB/la JOB NUMBER 25-196282 HEET NOTES: 1. ATTACH EXTERIOR POST (IF PRESENT) TO FOUNDATION BELOW AND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL3 2. INSTALL FLOOR-T&FLOOR SHEAR WALL PANEL STRAPS PER TYPICAL DETAIL ON SHEET DTL-2. 3. FOR GENERAL NOTES, SEE SHEET DTL-2. 4, FOR LATERAL BRAD INGO A DESCRIPTIONS, SEE SHEETS DTL-1, DTL-2 & DTL-3. /. j/E EXISTING FLOOR PIAN NOT IN SCOPE I 2nd FLOOR LATERAL BRACING PLAN a TX FIRM REGISTRATION#: F-6417 Z Z Z U' E o O N $ Z of m c O cn � p Z 13f 6 7 x <h 0 JOB_ d YQ��aU `° O o LL c Z Z O N tu In W U Q Z Z. W W Y H Q KU) Z In Z Z 2 Z _ i�Jlj m zi and Lu 0 2 Z =gam W LL N �m o LB/lb JOB NUMBER 25-196282 BUILDER SHALL PROVIDE CONNECTIONS AND SUPPORTING ELEMENTS FOR FRAMING SHOWN ON THIS SHEET PER I.R.C. AND LOCAL CODE REQUIREMENTS I Tl 2x72's FLOATNG � 18' RYA I1 (2)6,2 18'l2� IINI nil N nil >v U R�18' 2,12'. FLOATING ~z 16' R4) 6 "� 1 I n 16' R), II ll (2L18'202' FLOATING r I� 16' (2* VERIFY I I I I I I DROPPED BALCONY I I I I I I i6' Rxe (3)6'2.12'" W/BUfLDER I[. to f1 � WITH 12" 0SB IL L 1t m1 ml ml I I NOW CONT. FILLER Fr— —L a gIIII I--1JLl--7J4 14' I / F OR /� ; 4' 11 _14_ l I J HI ll // I 4' I I 14' R)14'2x12'eFLOA�]ljji4' E a' 13 14' 11 l �/ ,4 (2)14'2xi21 FLOATING l 2 2Y12's / _ Lv, I W t4_ Ie,ry I .I t4' I _e OPEN Tq I II/ // 4' R)74'2x12'FLOATING ABOVE / EXISTING FLOOR SYSTEM TIN 14' .1 I. SCOPE — — 11 -- (3)8'202's ,1 WTH 12'OSS CONT. 1 I FILLER r EXISTING FLOOR 1SYSTEM NOT IN / I I SCOPE I I� I 1 97 G 0 I Il IS ON I I IL G_______________ DESIGNATED STORAGEAREA WHERE CEILING JOISTSPAE SIZED TO ACCOMMODATE 1020pe(ATTIC STORAGE LOAD, PER I.R.C. TABLE R802.4R). E,JHATCHEDILDER AREAADVISE HOMEOWSTORAGE ER COULD RESULT IN REAS EXCESS DEFLECTION 1ST FLOOR CEILING JOIST FRAMING PLAN HATCHED AREA FOR STORAGECOULDRESULTRI GS, DEFLECTION AND CAUSE CRACKS IN JOISTS and/or CEILING COVERINGS, 1. JOIST AND BEAM HANGERS, WHERE SPECIFIED, SHALL BE FULLY NAILED PER MANUFACTURER'S CATALOG SPECIFICATIONS. SEE CHART ON SHEETS DTL3 & DTL-6 FOR PREAPPROVED HANGER SIZES. 2. MULTIP LE. STUD COLUMN SUPPORTS, WHERE SPECIFIED, SHALL HAVE EACH PLY NAILED TOGETHER WITH 10d COMMONS ® 9" O.C. (2 ROWS OF NAILS REQUIRED FOR 2x8 STUDS), 3. DECKING FOR UNINHABITABLE ATTICS W UMITEDSTORAGE SHALL BE MINIMUM 7116' PLYWOOD or OSB, WITH ASPAN RATING THAT MEETS or EXCEEDSTHE CEIUNG JOIST SPACING. 4. MULTIPLE PLY BEAMS, WHERE SPECIFIED, SHALL HAVE EACH PLY NAILED TOGETHER WITH 2 ROWS OF 16d SHORTS x0.131 GUN NAILS @ 12' O.C. (3 ROWS OF NAJLS REQUIRED FOR SEAMS EXCEEDING 12"MIN DEPTH). 5. REFER TO 2021 I.R.C. TABLE R502.3.1(2) FOR FLOOR JOISTS SPANS WHERE APPLICABLE. 6. REFER TO 2021TABLES R802.4(1) AND R802.4(2) FOR I.R.C.CEIUNG JOISTS SPAN CHARTS. MAXIMUM CLEAR SPAN FOR CEUNG JOIST-W / GYFSGNo CLG.10 LEE LIVE 5 LBS DEAD (NO ATTIC STORAGE) 12"O.C. 18' O.C. I 24' O.C. 2x4 11''10' 2.4 10'-9" 2x4 9.3' 2A 18'-8' 2x6 16'.11" 2,6 13'-11' 2.8 24.7' 2x8 21'7" 2.8 17'-7" - 2x10 28'-0' 2x10 25'-7" 2.10 20.11' "ZI rP. MAXIMUM CLEAR SPEW FOR CEUNG JOIST-Wl GYPSU�A CLG.20 LEIS LIVE . IOLBS DEAD (ATTIC STORAGE) 12"O.C. IW O.C. 24' O.C. 2x4 9'-3- 2x4 8'-0" 24 2.6 13'-11' 2x8 12'-0" 2X8 2.8 17.7' 2.8 15'-3" 2x8 12'.6" 2x10 20'-11' 2.10 iB'-1" 2.10 14'9" sb rr. Cl Z O ci) N W U Q Z W W ui Q K Z O V¢LUm J O Q F Lu 2z =gam ALL CEILING JOISTS SHALL BE $2 TX FIRM REGISTRATION#: F-6417 JOB NUMBER S Y P 2 &.0 24' O.C. (U N.O.) 25-196282 'I � BUILDER SHALL PROVIDE CONNECTIONS AND SUPPORTING ELEMENTS FOR FRAMING SHOWN ON THIS SHEET PER I.R.C, AND LOCAL CODE REQUIREMENTS DESIGNATED STORAGE AREA WHERE CEILING JOIST S ARE SIZED TO ACCOMMODATE /020psfATTIC STORAGE LOAD. PER I.R.C. TABLE R802.4(2). BUILDER TO ADVISE HOMEOWNER THAT USE OF AREAS OUTSIDE OF HATCHED AREA FOR STORAGE COULD RESULT IN EXCESS DEFLECTION AND CAUSE CRACKS IN JOISTS end/or CEILING COVERINGS. (2) 1 3/4" x 16' 2.0E Microllem LVL ^off 1 C 'EXISTIN- U.N.JOIST TO REMAIN \\\�\ \\ 0 H IS EXISTING FLOOR PLAN NOT IN SCOPE y /2 EXISTING FLOOR / 2 N PLAN NOT IN SCOPE / EXISTINGFLOOR EXISTING FL00 / PLAN NOT INSCOPE PLAN NOT IN SCOPE / I J / Y 2ND FLOOR CEILING JOIST FRAMING PLAN 1. JOIST AND BEAM HANGERS, WHERE SPECIFIED, SHALL BE FULLY NAILED PER MANUFACTURER'S CATALOG SPECIFICATIONS. SEE CHART ON SHEETS DTL-3 BDTL-6 FOR PREAPPROVED HANGER SIZES, 2. MULTIPLE -STUD COLUMN SUPPORTS, WHERE SPECIFIED, SHALL HAVE EACH PLY NAILEDTOGETHER WITH 10d COMMONS Q 9" O.C. (2 ROWS OF NAILS REQUIRED FOR2X6 STUDS). 3. DECKING FOR UNINHABITABLE ATTICSWTTH UMITEDSTORAGE SHALL BE MINIMUM 7116' U z PLYWOOD or OSB,WITH ASPAN RATINGTHAT y MEETS or EXCEEDS THE CEILING JOIST SPACING. Z tt 4. MULTIPLE -PLY BEAMS, WHERE SPECIFIED, R902.4(2) FOR CEILING JOISTS SPAN CHARTS. 0 J I� MAXIMUM CLEAR SPAN FOR CEILING JOIST-W./GYFDIN W CLG.10 LBS LIVE , 5 LBS DE40 WO ATTIC STORAGE) 12, D.C. 16, O.C. 24" O.C. 0 2.4 11'-10" 2.4 10'-9' 2,4 9'-3" 2.6 18'-8" 2.6 16'-11" 2.8 13'-11" O Z 2xe 24'7 2.8 21'-7- 2x8 17'7" - 2.10 26'0" 200 25'-7' 200 20'-11" - A2 YP. MAXIMUM CLEAR SPAN FOR CEILING JOIST-W./GYPSfJM Z CLG20 LBS LIVE , 10LBS DEAD (ATTIC STORAGE) 0 12'O.C. 16'O.C. 24"O.C. N 2x4 9'-3" 24 13'-11" 2x4 8'-0' 2.6 124" 214 6'-7" 2. 9'-10" W 33 W V 3 Z 2.8 17'-7" 2e8 15'-3° 2.8 12'-e 2x10 20'•11" 2x10 18'1" 200 14'-9" Z O ' r LLI W X KZco) rnZ Q U Q m Z W O < m a J O Q � � Z rw.an. n�E ru��u.e�T ox og� = .Tl:.—x w:w.-LM 1.1. u«. W ALL C-613 MUST RAPPROVED N m O FR/lb ALL CEIUNG JOISTS SHALL BE i2 TX FIRM REGISTRATION#: F-6417 JOB NUMBER S.Y.P.2x8's ® 24" O.C. (U.N.O.) 25-196262 'I BUILDER SHALL PROVIDE CONNECTIONS AND SUPPORTING ELEMENTS FOR FRAMING SHOWN ON THIS SHEET PER I.R.C. AND LOCAL CODE REOUIREME14TS PER SECTION R802.3A OF THE I.R.C., RAFTER TIES or SOME OTHER METHOD OF RESISTING OUT THRUST SHALL BE INSTALLED WHERE CEILING JOISTS ARE PERPENDICULAR TO or ARE OTHERWISE NOT CONNECTED TO RAFTERS. SEE "CEILING PERPENDICULAR TO RAFTERS' DETAIL ON SHEET DTL-4 FOR TYPICAL INSTALLATION. 12' — — I� 2' 2 20 ll 1 �1g ° 12' I _ — I. 20' 12' i i _ 20 I II — 11 20' 1 I �I— 12' ��ITyI --12' 20' — �L 9 0 - I 0. I I 20,11 11 zo' 11 I I 2 L i �L 20, �T - — 0' — Icy- 1L— fl 1 PO — /� — I I j I AWNING BY OTHERS ROOF RAFTER FRAMING PLAN ALL RAFTERS SHALL BEQ S.Y.P.2x6'.024"O.C. (U.N.O.) ALL HIPS, RIDGES &VALLEYS SHALL BEQ S.Y.P. 2x6'. (U.N.O.) IF SLATE ROOFING MATERIAL IS USED RAFTERS SHALL BE 42 S.Y.P. 2x8'. ®24" O.C. (U.N.O.) 1. RIDGE. HIP. VALLEY, AND PURLIN LOADS SHALL BE DISTRIBUTED TO WALLS OR BEAMS BELOW BY'T' BRACES. REFER TO'T-BRACE SCHEDULE' ON SHEET DTL.4 FOR SIZING INFO. THE'T" BRACES SHALL BE INSTALLEDAT AN ANGLE GREATER THAN 45 DEGREES WITH THE HORIZONTAL. BRACE PURLINSAT4'-0" O.C. MAX. 2. RAFTER SPANS EXCEEDING I.R.C. SPAN CHARTREOUIREMENTS (LISTED IN NOTE IM) WITH THE HORIZONTAL DISTANCE SHALL BE BRACED WITH A PURUN. SEE SHEET DTL.4 FOR DETAILS. 3. THE ROOF SUPPORT FRAMING IS DESIGNED TO SUPPORT AN ASPHALT or COMPOSITION SHINGLE ROOF. VARIATIONS FROM THIS TYPE OF ROOF COVERING SYSTEM MUST BE BROUGHT TO THE ATTENTION OF THE FRAMING ENGINEER FOR RE -DESIGN. 4. REFER TO 20211.R.C. TABLES R802.5.1(1) AND R802S.1(2) FOR ROOF RAFTER SPAN CHARTS, FOR COMPOSITION ROOFING MATERIAL. S. REFER TO 20211.R.C. TABLES R802.5, 1(3) AND R8025.1(5) FOR ROOF RAFTER SPAN CHARTS, FOR SLATE ROOFING MATERIAL 6. ANY CHANGESINTHE FIELD REGARDING ROOFING MATERIAL MUST BE BROUGHT TO NOG ORgTEX''.AATCTLEENgTIIOSN FF�ORpRpERDIESIIGGNN.. PSUM CEILING- STANOAD ROOF COVERING 'IS S LIVE DID 12' O.C.20 18" O.C19 S D . 24" O.C. 21 6 14'-E 2x6 14.1" 2x6 11'-0' 2x8 19'.62x8 18'-6" 2x8 13'. V 200 23.5" 2.10 23.2" 2x10 2x12 26'0" 202 26'•0" 2x12 !2 YP. IWU W/GYPSUM CEILING- ST EILING-STANDARD ROOF COVERING 12"0.C. 16"O.C, 24" O.C. 2x6 13'-6" 2x6 11'-8" 2x8 "1 2x6 17'-1" 2x8 14'A" 2.8 12.1' 2,10 20'-T 2x10 17'-6" 2x10 14'•4' 2x12 23''.9 2x12 20'-8" 2x12 18'-10" #2 YP. a A k4 Z U' o O N $ 2 O r s Z 7 �QM St xxLL LU � O v V O UL Z Z O V) N wUQ W W ~ Z p� r LW+IX Q X U) U Q J DO Z W D U J m a J = Q F =O w w EL w N �m o FR12 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196282 TOP PLATE ELEVATION 2-BMPSON HTT4.159' DIAANCHORBOLT, INSTALLED WASIMPSON SET EPDXY, 7" EMBEDMENT, 1ILTERNATMELY, INSTALL 2-BMPSON UNDID AND a)12' J-BOLTS 7' EMBED)BCfORE CONCRETE POURI —7116" PLYWOOD a OSB SHEATHINGWTHBd COMMON NAILSAT4" O.C. ATPANfl®GES ANDAT 12' GO INFIELD /--12' DIA ANCHOR ROD; DRILL AN DINSTALLWSIMPSON SET EPDXY, 7' EIBEDMENT (ALTERNATIVELY, INSTALL 12'dBOLT BEFORE CONCRETE POUR) L -i II Il, 1 A lr x Ir fir• f. DETAIL N WALL STIFFENER PANEL w/ (2) HOLD DOWNS SCALE: N.T.S REFER TO LATERAL BRACING PLAN FOR EXTENT OF SHEATHING REQUIRED / TYPICAL '\ / HALLWAY OR ROOM TYPICAL PRESENT) / OPENING (WHEN PRESENT) 1../ �. DETAIL I INTERIOR SHEATHING DETAIL SCALE: N.T.S NOTE: THE ELEVATION SHOWNISFOR FOR ILLUSTRATIVE P6 ONLY" MAY DIFFER FROM ACTUALCONOIT IONS TOPPLATE I ELEVATION TOP PLATE I J REFERTO LATERAL BRACING PLAN FOR ELEVATION K - L� �.---F _ EXTENT OF SHEATHING REQURED = TOP PLATE I I ELEVATION ItIl' PLYWOOD., OBB SHEATH WALL AREAS ABOVE, \ / / SHEATHING WITH Bd OPENINGS WITH ACENT 716"P COMMON NAILS AT OPENINGS WITH 7/18"PLYWOOD. 4"O.C. AT PANEL OSB. 2x BLOCKING SHALL BE a—Z WINDOW. / EDGES AND AT I2' INSTALLEDATALLIOR21NTAL LDO 12'DRANCHOR DOOROPENING O.C. IN FIELD PANEL JOINTS, AND VERTICAL / ROD; DRILL AND EN PRESENT) PANEL JOINTS SHALL OCCUR OVER r INSTALL W SIMPSON lSIMPSONHTT4w/5R' / I SET EPDXY, 7" DIA ANCHORBOLT STUDS. USE Sd DOMINION NAILS INSTALLED VYSIMPSON / / ®4'O.C.®PANEL EDGES AND EMBEONlE4T SET EPDXY, 7"EMBEDMENT, / ®12' O.C. IN THE FIELD. (ALTERNATIVELY, IALTERNATIVELY, INSTALL / INSTALL 12' J-BOLT 2-SIMPSON STHD10 BEFORE CONCRETE AND (2)12' JBOLTSPOUR) Q"EMBED)BEFORE / CONCRETE POUR( NOTE: � . 1 THE SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAYDIFFER FROMACTUAL CONDITIONS 12' DIAANCHOR ROD; DRILLAND INSTALL wf SIMPSON DETAIL D NOTE SET EPDXY, 7"EMBEDMENT (ALTERNATIVELY,INSTALL CONTINUOUSLY WALL SEE PLAN FOR HOLD DOWN PLACEMENT I0J-BOLT BEFORE CONCRETE POUR) SCALE: N.T.$ INSTALL SIMPSON 12' x 6' LG. BTEN HD (THD5DWOH) ® 4.0" O.C, PER MFG.'S INSTRUCTIONS DETAIL B WALL STIFFENER PANEL w/ HOLD DOWN IN CORNER SCALE: NT.S 4'A' MNIML)M TOP PLATE ELEVATION 7MS. PLYWOOD OR OBB TOP PLATE I SHEATHING WITH Bd ELEVATION ''��[[� COIVMONNAILSAT 711B' PLYWOOD OR OSB \ 4" O.C. AT PANEL EDGES SHEATHING VATH Bd \ AND AT 12' O.C, IN FIELD. COMMON NAILS AT PROVIDE 2X BLOCKING 4" O.C. AT PANEL EDGES ATALL HORIZONTAL AND ATOHALL FIELD. PANEL JOINTS. ALL EDGES SHALL BE \ BACKED INCLUDING 12" DIA ANCHOR ROD; DRILL I� HORIZONTAL JOINTS AND INSTALL WSIMPSON OR WHICH OCCUR IN IM SET EPDXY, 7' EMBEDMENT ABOVE B'-0". PROVIDE2X (ALTERNATIVELY, INSTALL BLOCKING ATALL 12'J-BOLT BEFORE 1x4 NOTCHED INTO HORIZONTAL PANEL CONCRETE POUR) STUDS. NOTCH MUST JOINTS. OR \ \ BEAR ON DIAGONAL a BE REINFORCED WITH METAL STRAP. ix4 NOTCHED INTO MTU05. NOTCH MUST \ BEAR ON DIAGONAL 3,000PSI CONCRETE BE REINFORCED"I- METAL STRAP. 4.- •y.. v:.. •..y.•� .:,, ", SHEATH WALL AREAS 3,DOOPSICONCRETE 45DEGREESMN. ABOVE, BELOW AND ADJACENTTOOPENINGS TO 60 DEGREES(MW(.) DETAIL SHEATHING ONi BOTH PERFORATED SHEARWALL DETAIL SIDES 2x BLOCKING SHALL BE INSTALLED ATALL SCALE'. N. T.S HORIZONTAL PANEL JOINTS, AND VERTICAL PANEL JOINTS SHALL OCCUR OVER STUDS. USE 12' GALV. ROOFING NAIL OR STAPLE x 1 59" LONG; OR 159" SCREWS TYPE WI OR S AT7" O.C. FOR EDGE AND FIELD. ll NOTE: USE A METALLISCANNER TO LOCATE EXISTING CABLES 4'4" MNINRIM I 45 DEGREES (MIN.) • -• .. .. .. -- . . TO SO DECREES (MAX.) I NOTE: SEE PUN FOR HOLD DORM PLACEMENT DETAIL G PERFORATED SHEARWALL CORNER DETAIL SCALE: N.TS NOTE RED THERMO-PLY IS ANALLOMABIE SUSSTNUTKlN FOR OSBPLYWOOD SHEMHINS SEE GFD4 FORADDITIONAL INFORMATION SHEATH CONTINUOUSLY AROUND CURVED WALL (ABOVE. BELOW. AND BETWEEN OPENINGS) WITH ENERGY BRACE 0.106' STRUCTURAL WALL SHEATHING (RED LABEL) OR EQUAL PROVIDE BLOCKING ATALL HORIZONTAL EDGES, AND VERTICAL EDGES SHALLOCCUR OVER STUDS. USE NO, 11 GAUGE 1114' GALVANIZED STEEL ROOFING NAILS OR 7116'CROWN X 1114' LEG NO. 16 GAUGE GALVANIZED STEEL STARES @ 3' O.C. ® PANEL EDGES AND ® 6' 0 C. IN FIELD. PANEL EDGES MAY BE BUTTED OR LAPPED 3A MINIMUM. LATERAL BRACING DETAILS W U Z N Z 0 o O" 8 Z - - C O U o a a x=o s j O X O J O i N LL w > C 00 wI- a m O O v LL c Z z O - VSILL CORNER., PANELEDGE CLOSEST TO CORNER to w W lb W U a Q Z } W 7L F,H Yn N CJ N lL 12'DIA ANCHOR ROD; DRILLAND INSTALL W/SMPSON SET EPDXY, Q Z Z Z = 7' EMBEDMENT IALTERNATMELY. ? LJ m W INSTALL I2'DLA. J-BOLT m p'EMBEOMEN,BEFORE Z) J a Q O H CONCRETE POUIq. = (n j O W # 2 CD 2Za SIMPSON 11174 W 59" Q 0 AANCHOR ROD, INSTALLED VW SIMPSON —N = (L SET EPDXY, I" EMBEDME4T). W IALTERNATIVELY,INSTALL LL SIMPSON STHB10 N BEFORE CONCRETE POUR] L. \\\\ 2 12 H TX FIRM REGISTRATION#: F-6417 Ym DTL11 JOB NUMBER 25-196282 FRAMING GENERAL NOTES 1. ENGINEERED DESIGN 1.1 THE ENGINEERED DESIGN OF THIS STRUCTURE IS INTENDED TO MEET THE FRAMING ENGINEERED DESIGN REQUIREMENTS AS ISSUED BY THE CITY OF GRAPEVINE, TEXAS 12 THE ENGINEERED DESIGN OF THIS STRICTURE IS DESIGNED FOR A BASIC WIND SPEED OF 115 NPHPER INTERNATIONAL RESIDENTIAL CODE2021 EDITION 13 PERIRC FW1.2 THE EXTENT OFTFE ENGINEEREDOESIGN 'SHALL ONLY DEMONSTRATE COMPLIANCE OF THEBE NONCO MENTO NAIL ELEMENTS WITH OTHER APPUCABLE PROVISIONS AND SHALL BE COMPATIBLE WITH THE PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEMS.- 1 A ITEMS NOT COVERED ON THESE CWAWINGS STALLMAINTAIN STRICT COMPLIANCE WITH THE I.R.C. 2. WOOD SPECIFICATIONS 2.1 ALL STUDS SHALL BE SPF STUD GRADE OR EQUIVALENT. 22 SILL PLATES SHALL BE PRESSURE TREATED DIP S.Y.P. 23 RAFTERS AND JOISTS SHALL BE RB S.Y.P. WITH A NO DULUS OF ELASTICITY, E=1,600,0001.1 UNLESS NOTED 0THERNISE. 2.1 HEADERS AND BEAMS, WHEN SPECIFIED, SHALL AVEA MINIMUM MODULUS OF ELASTICITY, E-1,800,DW pd, AND TABULATED BENDING STRESS, FE.2R00 pd, UNLESS NOTED OTHERWISE. 3. EXTERIORWALL BRACING 3.1 THIS SHEET REPREBENTS THE EXTENT OF THE LATERAL BRACING WHICH NEEDS TO BE INSTALLED TO COMPLY WITH SECTION f6a2.10OF THE IRC. THERE ARE AREAS WHICH DO NOT CONFORM TO THIS SECTON. ENGINEERED SOLUTIONS AS SHIOWNARE PROVIDED TO ENSUREAMOUATE PEWORM VICE WITH THE SYSTEM 32 ALL STRUCTURAL PANELSHEATHING, LOCATEDAS SHOWNON THE PLAN SHALL BE 744' THICK PLYWOOD DROSS. PANELS :ALL BE SECURED TO FRAMING WITH 1 12- LONG, 18 GAUGE STAPLES OR Bd COMMONS SPACED AT 7O.C. AROUND THE EDGE ANDS' O.C.INTHE FIELD. 33 A2x HORIZONTAL BLOCKING MEMBERSALLBE INSTALIEDAT ALL HO RZONTAL JOISTS FOR STRUCTURAL PANEL WOOD SHEATHING. THE BRACING PLAN AS SHOWN ON THS SHEET SHALL BE REFERRED TO FOR THE BRACING LOCATIONS. 3A IFSIMPSONSTRONGWALLS ARE TO BE USED, CONSIDERATION SALBE GIVEN TO PLACING THE ORDER WITH APPROPRIATE LEAD TIME (POSSIBLY AS MUCH AS 2WEEKS) AS ALL PRODUCTS AY NOT BE IN STOCK. 3b WHEN DRILLING INTO THE SLAB FORHOLDOWNS ORANCHOR BOLTS, CARE SHOULD BETAKEN TO AVOID DAMAGE OF POST -TENSIONED CABLES. TOP PLATE ELEVATION EXTEND HEADER ACROSS ALL OF — THE JACK STUDS Sd COMMON NAILS 03'! O.C.E.W.THIS AREA ME" PLYWOOD or OSB WIN COMuTON TOP PLATE NAILS @ 6' O.C. AT PANEL EDGES AND ELEVATION 12'O.C. IN FIELD FsF��. '`— CRIPPLE STUDS 7/78'a 08B p/ HERDER- HORIZONTAL PANEL JOINTS, IF SEEPLANFOR REQUIRED, SHALL OCCUR WITHIN 24" BEAM SIZE(TYP.) OF MD -HEIGHT, PROVIDE 2X BLOCKING .1 Mid SINKERS @ 3" O.C. ON EACH SIDE OF BEAM J OUTSIDE FACE OF WALL NOTE: RED THERMC-PLY IS AN ALLOWABLE SUBSTITUTION FOR OSIVPLYWOOD SHEATHING. THE FASTENERS S ATTACHMENT PATTERN SHALL BE IN ACCORDANCE WITH TABLE ON GFDH. SEE GFD/1 FORADDMONAL INFORMATION. PROVIDE SOLID2X BLOCKING BETINEEN HEADERS TOP PLATE ELEVATION Iz �STUDSA SACEEPERMTS.HT STRAPS ACROSS (; g HEADER TRANSITION -(2)2K4 JACK STLOS LL EACH END (TYP) r KING STUD FASTEN 2X PLATE TO or EACH END �^ 2-SIMPSON MS727 ~� HERDERWIIH2 ROWSrt STRAPSor ATTACHEMENT TO FOUNDATION Z O N *�MZONTALPROJECTON LL U Q z W W ~ Z p W X QXZ Z —I O�Z — z ma J0< =)I w zzll Z _ EL E LLJ LL U 4'P�E OF TFX�s11 u Y O Z / IGOR I TEPLITSKIY /14 94973 CIN kk DTL/2 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196282 10, EEPLANFOR _ HEADERSIg 2x4COMIO NkILWTFI ^ ARCHITECTURAL FASCIA 2A COMMON NAIL I T 17 O,C r/ 2x4 BLOCK TYPIC4LATCORNERS ATP•D"O,C. i EACH SID 170A THRU80LT �� MN4 EACH CORNER ®24"O.C, TYP. 10d COMMONNAILS 10tl COMMON NAILS OPENING BELOW 7A8" AT@O.C. — or ODD / 7A@' PLYWOODa OSB AROUND STEELUNTEL. SEE SCHEDULE PERIMETER NAIL WITH IOd COMMON NAILS AT@'O.C.,® PA4ELEDGESAND72 • //// O.C. AT INTERIOR SUPPORTS TYPICAL LEDGER ANGLE SECTION Y-Y SUPPORT DETAIL IDo COMMON NAIRT NAILNG: CHIMNEY FRAMING PUN 70tl COMMON N41LSAi72'O.C. SCALE: N.1.S 9CALE: N.T.B EXTEND SHEATHING 2 STUD SPACES (O.0.E1A() "TON LSTA30 or EQUAL HIGHTOP PLATE %W 21-1. NAILS % 7 ELEVATI EL iRON GIJ ATE / L STUD BEYOND 12" DIAANCHOR ROD Cr ENBEONBJT) @ 8'-0" y� %/ �y WASHERAND O.C,IAAXIMNMALONG EXTERIOR WALL LINE, NUTREOD —�— IMTHIN ITOFVAILL CORNERS, AND WTHIN4" TO 12" OF SILL PLATE BUTTJOINTS, DRILLAND 381hfSON S0S1Mr.4bW000 PRESSURE TREATED 2x 9LL INSTALLrv151(MBONSET EPW(Y (ALTERNATIVELY, SCREWS INTO EACH SIDE PLATE (A2 BY.R a EQUAL) INSTALL J.BOLTS BEFORE CASTING THE SLAB) OFCHIMNEYFRA,4E • /// ATRAFTERANOCEJUNG PENETRATIONS. TOPOFCONCRETE jjj ELEVATON .. `. SEE SHEETNOTE2 1O ANCHOR BOLTS lul 5W0 BEYOND MAJdM M48GEXTEANCHORS®5-0'O.C. �qRAFTERS M410MUMALONG EXTERIOR WALL LANE, ATTAIN ITOFUMUL CORNERS, AND WTHIN 4"TO 12" PRESSURE TREATED 2x BILL OF PLATE BUTT JOINTS, ONSTALL BEFORE SECTION X-X PLATE (i25.Y.P. or EQUAL) CASTING THE SLAB) • �// CHIMNEY FRAMING PLAN SCALE: NT.S TOP OF CONCRETE / 1" INTERSECTION POST ELEVATION ' CAP SEE SCHEDULE •: b / (KDE NOFJOIST) "Y POST COLUMN INTERSECTION POST '_ .*.: CAP SEE SCHEDULE BLOCKING , .. M10SILLANCHORS CEIUNUOISTS POST COLUMN •"// TYPICAL EXTERIOR WALL SILL PLATE ATTACHMENT DETAIL Its (USE METHOD 10 or 02 ) CHIMNEY FRAMNO ELEVATION I SEE SHEET NOTE I SMLE:N.T.S TYPICAL CHIMNEY POST RISE WIND BRACING DETAIL SCALE: NT.3 BASE SEE SCHEDU E SEEPOSSCHEDULE f SEE 50ANCHORRDD \\\\\\ INSTALLED WITH SIAPSON 9ET EPDXY P" EMBEDMENT) PtrcOFTF�111 TYPICAL EXTERIOR POST A/ A %............................ .. ATTACHMENT DETAIL IGOR 1 TEPLITSKIY % SCALE N,T.3 err., 94973 rr�� FSsioHai.E���a�r % 7 7,7� \y `GEL. / / / SOLID BLOCKING /I TOD OR OSB HEAATTHNG.18d QC. 0 PANEL EDGES AND 012"O.C.IN FIELD �,- i -1� •, /1, +'• I (2)1/YDIAANCHORBOLTS, I INSTALLED WISIM'SON SET EPDXY (P MN EMBEDNEIJ'T) POSTCOLUNN CONNECTION SCHEDULE(SIMPSON) POST CAPS POSTSQE "L"INTERSECTION TINTERSECTON POST BASE POSTSIZE 4x4 LCE4(EACH SIDE) AC4(EACH SIDE) ABU44 (3)2x4e 6xa LCE4 (EACH 6IDE) AOS EACH SIDE) ABU66 (4)2x8'e 8x8 BCB BOB ABI� (6)2x8e 10x10 LCEA(EACH SIDE) R)LCE4(EACH SIDE) CB1010 (e)2x1@e 12.12 LCE4(EACH SIDE) nCE4(EACH SIDE) C81212 pain NOTE& 1. USE SIMPSON ZMAX FINISH or LISP EQUIVALENT FOR POST CONNECTORS WITH PERMANENT EXTERIOR EXPOSURE. 2. USE PRESSURE TREATED WBBERWHENWOODIS PERMANENTLY EXPOSED TO THE ENVIRONMENT. GENERAL FRAMING DETAILS TYPICAL TOP PLATE ELEVATION CHANGE DETAIL SCALE; NT.S PRE -APPROVED STRUCTURAL CONNECTORS CROSS REFERENCE TABLE SIMPSON UBP STRUCTURAL SIAPSON UBP STRUCTURAL STRONGGTIE CONNECTORS STRONGTE CONNECTORS A34 MPM LTS12 LTS12 AM 4 PAU44 LTP4 MP4F ASISS PAM UUM JUS28 AC4 PB544 LUS20-2 IU1282 AM PBSei WS264 JLJ8283 CS78 RS150 WS28 JU628 H3 R73 LUSM2 JU928-2 H4 R73 LUS283 JLG283 HGA10 HGA10 WS210 JU3270 HHUS410 THD410 LUS21 G2 J1.B M HRAS5.5DAO THD510 LUSNO0 JLS21D3 A HTT18 MAS FA3 HTF22 HTT22 NMT27 KST227 11.2103 R2104 SPH1 SPTH4 H1,212-3 H,023 SPHB SPTHB FAME HU48 LA SUH110 LSTA24 ISTA24 Ulu SUM14 LSTA30 LSTA30 BUILT UP POSTS TREATED BILL PLATE SIZE WOOD SPACES # OF BOLTS 2x4x4¢' SYP AQ 1 2x8 x6" SYP 42 1 2x8 x8" SYP42 2 2x10 x8" 6yP A2 2 202 x12" SYPffi 3 u. ov.wu.,H.u�nxaio k4 U Z Tn Z L5 o ON $ 0 " 42 c Q U S, Z F O U. W p p O K �O �l 0 u- Q 2 Z 0 (n N W U Q ww ~ Z w X QwzOU)z U QZ, zw � (.9 m LLl J 0 Q F =O W ii $ C7 2z_ ll.I ILL. N O DTL13 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196282 ROOF RIDGE BEAM or FUDGE PLATE 4.10tl COMMON NAILS � NU COMMON NAILS ROOFRARER 2x4 COLLAR NEFS @ 49' O.C. (LOCATE IN UPPER IA OF ROOF RARER) COLLAR TIE CONNECTION DETAIL SCALE: N.T.S NAIL HORIZONTAL LEG OFSTRONGBACK NAILVERTICALLEG OF TO EL JOIST W 08d COMMONS STRONG BACK TO RAFTER MOOd COMMONS CONTINUOUS Ryxl or Q)2B �STRONGBA(X (V)®4S'O.C. 1 OLDCKIN)AS CEIUNOJOISTS REQUIRED (OPPO NIL) ONE SIMPSON H3or EQUALAT48.O.C. CEILING JOISTS PERPENDICULAR TO RAFTERS SCALE: N.T.S COMMONNAILS FROM CEILING JOIST TO FORVAULTED CEILINGSUNGS ONLY INSTALL ONE RAFTER TAIL UNDER CEILING JOIST (OPOO NAIL) ONE SIMPSON HGA110 EACH RARER. IF RAFTER SIZE IS BIGGER THAN NB, APPLY SHEETROCK NAME BETWEENRARERB VAULTED CEILING DETAIL SCALE: N.TS FUR. INTO MATCH RARERSIZE T-BRACE NAIL RANGE TO WEB FLANGE WIOd COMMON8av O.C. T-BRACEWEB T-BRACE PURLIN SUPPORT SCALE: N.T.S M INIM DOUBLE ROOF RARER EPT USE TRIPLE ROOF RAFTER FOR TRIPLE 2x10 OR RAFTERS ­,.RAFTERS MINIMUM �)1 OJERBEAMSI �/-'RATERS— COMMON NAILS PER Pl _Ar CEILING BEAM CEUNG BEAM (VPTIONAL)A SIMPSON MAIO. W `CEIUNG BEAM RAFTER TAILS ��RAFTER TAILS ��RAFTER TAILS NUMBER OF ROOF RAFTER TAILS To 'MATCH NUMBEROF PUSS IN DOUBLE -PLY CEILING BEAM SUPPORT ALTERNATIVE DOUBLE -PLY CEILING BEAM CEILING BEAM SUPPORT F RAFTER SIZE IS BIGGERTHAN BETWEEN SH RAFTERS NAILER ROOF SUPPORT JOIST DETAIL BETWEEN RAFTERS SCALE: N.T.S TRIPLE -PLY CEILING BEAM SUPPORT NAILVERTICAL LEG OF STONES ACK TO RAFTER NAIL HORIZONTAL LEG OF STONGBACK TO EACH CEILING JOIST./Q)SI COMMONS W (4)10d COMMONS CONTINUOUS R�K/ OR R}'>x8 STRONGBACK(`)®49' O.C. J S� REQUIRED IF RAFTERSIZE IS BIGGER THAN- `((OPTIONAL) SIMPSON H OA10 COMMON NAILS FROM ' CEILING JOIST TO RAFTER (OPTIONAL) ONE SIMPSON H3or ECUALAT41 O.C. NOTE: NOTCH IN ROOF RAFTER SHOULD NOT EXCEED IN OF THE RAFTER DEPTH RAFTER ATTACHMENT TO TOP PLATE DETAIL SCALE: N.T.S "r BRACING SCHEDULE HEIGHT REQUIREMENTS SECTION _ 140 R. 2.4-r BRACING tx4 ,.. 1120 R. 242xa'r BRACING 21.30FT. 2024-r BRACING NOTES 1. REF ER TO SHEET DIM FORFRAMING GENERAL NOTES, 2. RAFTERS, RIDGES, MPS AND VALLEYS SHILL 1E1E S.V.P.I EQUAL, 3. RIDGE, HIP, VALLEY, AND PURLN LOADS SHALLBEOISTRIBUTEDTO WALLSor BEAMS BELOW BY"T' BRACES, REFER TO 7-BRACE SCHEDULE" ON THIS SHEET FOR SONG. THE" T' BRACES SHALL BE INSTALLED AT AN ANGLE GREATER THAN 45 DEGREES WITH THE HORIZONTAL BRACE PURUNS AT 4.0- O.0 MAX. 4. RAFTERSPANS EXCEEDING I.R.C. SPAN CHART (LISTED ON SHEET FR3) WITH THE HORIZONTAL DISTANCE SHALL BE BRACED WIFH A PURLIN MATCHING THE RAFTER SIZE IT IS BRACING. S. THE ROOF SUPPORT FRAMING IS DES IG NED TO SUPPO RT AN ASPHALT .COMPOSITION SHINGLE ROOF. VARATIONS FROM THIS TYPE OF ROOF COVE FONG SYSTEM MUST BE BROUGHT TO THE ATTENTION OF THE FRAMING ENGINEERFOR REDESIGN. GENERAL FRAMING DETAILS —�gOFTF�� 1 / co • . x � � IGOR I TEPLITSKIY. �.................. .......... . re Z Tn Z o ON $ z C r07 p a cYi�� z = °r-' o 7 Lq St xxLL LU pp �R O v O � LL le z Z O N W U UJ Q W ~ Z p r UJiw X 10 Lu QwZO�z Z J Z - Lag� mLU J = Q F =O W z LLI LL N ( .0% 4 7 Jam\ S/0 EN DTL14 TX FIRM REGISTRATIONk F-6417 JOB NUMBER 25-196282 NOTES: 1, REFER TO SHEET DTL-1 FOR GENERAL NOTES. 2. All FASTENERS (INCLUDING NWLS, SCREWS, BOLTS, AND THREADED RODS) IN CONTACTWITH PRESSURE TREATEDWOOD SHALL BE HOT -DIPPED GALVANIZED QIORTEX RECOMMENDS G185 GALVANIZING). ALL SIMPSON CONNECTORS IN CONTACT WITH PRESSURE TREATE D WOOD SHALL HAVE THE Z-MAX FINISH 3. BMCKONW000 SUPPORT BEAMS ARE SIZED TO MEET LSOI DEFLECTION CMTERA 4. ALL BRICK SUPPORT BEAMS SHALL BE 42 S.V.P. or ED UAL BRICK ON WOOD DETAILS BRICK ON WOOD -PARALLEL FRAMING GUPPORT SPAN I BRICK HEIGHTABOVE BEAM s4'-0' ee I: wN 4'-0' < SPAN�jlyNd�a% ra'e (�'Rzes (�a2zxlls'(J s 10-11' < SPAN s11B 40'" (3'Rxize ( pz.y "K"'2s (71ya2's (2n25 Te r �ENGIEE D—REQUIRED A BRICKVENEER -------------- I I I I I 1 1 I I I sWOYMALL I I I I 1 1 1 I I I I BEYOND NOT I I I I I I I I I I I SHOWNFOR I I I I I I I r I I l I l I I 1 I CLARITY �I TYPICALWALL f SUPPORT BELONBRICK SUPPORT BEAM SPAN PRESSURE TREATED BRICK SUPPORT BEAMSEE SCHEDULE TYPICAL DETAIL - BRICK ON WOOD BRICK VENEER PARALLEL TO FRAMING SCALE: NITS BRK:K OR STONE 5A1"OIAM. LAG SCREWS STEELUNTEL, (312' LONG)G 32' O.C. PAINTEDAND FLASHED. SEE CHART WALL STUD ff ATTACH INTERIOR PLY TO EACH STUD WITH MINIMUM 340 WOOD SCREWS ADJACENT (P MIN. LENGTH); NAILEACH ADDITIONAL PLYWITH3.10J RAFTERPJOIST COMMON NALS G EACH STUD PRESSURE TREATED -'"- 9MCK SUPPORT BUM SECTION A -A SCALE: N T S WAM.STUD BRICK Q'STONE 5M3' DIAM. LAO SCREWB STEEL UNTEL IS12'LONG) G32' O.C. PAINTEDAND FIASHE0. SEE CHART aJ0FTER 16T NAIL EACH PLY TOGETHER W 2 ROWS NAIL EACH END OF EACH PLY OF16d COMMON NAILS G IT 0. C OF BLOCKING TO JOIST WITH PRESSURE TREATED (3)2x4 BRICK MNIMLM 9)Bd COMMON TOE SUPPPORT BLOCKING BETWEEN AWLS JOISTS TYPICAL DETAIL - BRICK ON WOOD BRICK VENEER PERPENDICULAR TO FRAMING SCALE N.TS it--DIAM LAG BOLTS p" LONG) G24' O.C, TYP. 8 STEEL O O RISESEE ARCH PUN CLEAR SPAN MIN. MN, REARING LENGTH BEARING LENGTH TYPICAL EACH END OF LINTEL ARCH CLEAR SPAN MNIMIMLINTEL SIZE MINIMUM BEARING LENGTH SPANS, S-0' L712 x 312 x 114 4INC HES G'C'<SPAN , 12'-0' US x4x12 41NCHES TYPICAL BRICK ARCH LINTEL ARCH CLEAR SPAN LESS THAN 6'-O': RIDGE BEAM ar OTHER ROOF FRAMNG MEMBER PEFFECTME SPAN WHEN NO MN. DEL RAFTER OPPOSITE ADDITIONALTBRACES PROVIDED) BRICK ON W000 SUPPORT p BEAM T-BRACE SUPPORTED BY STUD WALL OR BEAM BELOW r I I I II RUCK VENEER STUD WALL ROOF SLOPE BEYOND NOT (SEE ARCHITECTURAL SHOWN FOR PLANS) PRESSURE TREATE CLARITY ADDMONAL T-BRACE AS REQUIRED TO BRICK SUPPORT REDUCE EFFECTIVE SPAN (SUPPORTED BY SEAM SEE PLAN A WALL SUPPORT BELOW STUD WALL OR BEAM BELOA0 EFFECTIVE SPAN 1. STEEL UNTELS ARE OPTIONAL, FOR SELF-SUPPORTING MASONRY: 2. USE TYPE N MORTAR CEMENT. PROPER SHORING AND AMPLE MORTAR SET TINE ARE IMPERATIVE. 3. EXPANSION JOINTS SHALL NOT OCCUR OVER THE ARCH OR WITHIN 5 OF EITHER SIDE OF THE ARCH OPENING, 4. ATTACH 7116" OSB TO THE WOOD FRAME BACKING BEHIND THE ARCH AND CONTINUE A MINIMUM OF 3' ON EITHER SIDE OF THE ARCH OPENING. USE 6d COMMON NAILS @ 6' O.C. @ PANEL EDGES AND 12" O.C. IN THE FIELD. Ile 4O14:7:109:L1ulllk [all is/:lI W. TYPICAL DETAIL - BRICK ON SCALE: N.T S WALL SN01 or sl UNt SA" DAM. LAG SCREWS \\\ @ VVUONK3)G 32' O.C. STEELLINTEL, T_' ATTACH INSIDE PLY AT EACH STUD Wk3)W D" LAG SCREWS(B LONG) PAINTED AND. ATTACH EACH ADDITIONWLPLYAT FLASHED SEE EACHSTUDWJMN "WCOMMON CHART NAILS • LOW ROOF FRAMING MIN PRESSURE TREATED (3)2x8 BEAM IF APPLICABLE FLOOR FRAMING ORHEAOER (SEE PLAN) IF APPLICABLE (SEE PUN) STUDWALL, IFAPPUCABLE __v/_ (SEE PUN) TYPICAL BRICK ON WOOD SUPPORT @ LOW ROOF SCALE: N.T.S ARCH CLEAR SPAN OF6CO" OR MORE: 1. STEEL LINTELS ARE REQUIRED. SEE DETAIL BELOW. 2, ATTACH LAG BOLTS TO SOUD WOOD HEADER OR BLOCKING 3. LINTEL SHALL BE PAINTED AND FLASHED (VORTEX RECOMMENDS 40-ML, RUBBERIZED ASPHALT FLASHING) 6. TX FIRM REGISTRATION#: F-6417 Z N Z (7 E .0 8 Z Of C 4 O Y0 0 X V1 p a U o v Z F O 4 O _J d x _J > C (D @a O O vLL a Z �m DTL/5 JOB NUMBER 25-196282 LLOWABLE SHEAR WALL OSB OR PLYWOOD PANEL SUBSTITUTIONS TABLE"A' - INSTALLATION SCHEDULE SHEATHING FASTENERS TYPEPANELEDGE SPADING BRAND PRODUCT LABEL INFIELD 7116' CROWN 1-iM LEG No. 18 GAUGE GALVANIZED ENERGY BRACE 0.106" STRUCTURAL BRACE RED STEEL STAPLES or Nlo. 11 GAUGE,1-IM'GALVAMZED 31O.C. 6"O.C. STEEL ROOFING NAILS THERMO,PLY 0113' STRUCTURAL GRADE RED SAMEASABOVE S' O.C. 6' O.C. (STORM BRACE) SHEATHING STAR STRUC 0825" RED SAMEASABOVE S'O.G 8"O.C. THERMO-PLY Oi37"SUPER STRENGTH BLUE SAMEASABOVE S'O.C, 61O.C. SHEATHING 7116' CROWN x 1-10 LEG, No, 16 GAUGE GALVANIZED FIBE2BRACE 0.500" STRUCTURAL NIA STEEL STAPLES ar No, 11 GAUGE I-12'GALVANIZEO 31O.C. 81O.C. MEL ROOFING NAILS TABLE'S'- MNIMIM LENGTH OF PANEL FORVARIOUS PLATE HEIGHTS SHEATHING ELAND PRODUCT LABEL TOP PLATE HEIGHT ABOVE FLOOR MNIMUMLENGTH OF PANEL H s 10' 7'-0' ENERGY BRACE 0.108" STRUCTURAL BRACE RED 10 <H 412' ;-0' 12' < H 5 14' 8'-0" H 5 10' 7'E' THERMOPLY 0.113'STRUCTURAL GRADE (STORM BRACE) SHEATHING RED 10' <H 512' B'-0' 17 < H 5 14' H 5 10' 7-1.STARRSTRUC OB25" RED 10 <H 512' 8'1" 1T < H 5 14' 8'-0" H s 10' 7'8' THERMO PLY 0.137" SUPER STRENGTH SHEATHING BLUE 10 <H s12' S'-0" iT <Hs14' 8'.0 Hs 10' TS FIBERBRACE 0.500" STRUCTURAL NIA 10, <H 512' 8'-0' IT < H s 14' B'-0' H s 10' 5. DENS GLASS 0BOV STRUCTURAL MOLD RESTART SILVER 1D < H 5 11' 6 .0 1T < H 5 14' 7'1" NOTES: 1, VERIFY THAT ENOUGH WALL SPACE IS AVAILABLE FOR OBB PANEL SLBSRTUTIONS 2. THE IEIGHT-TO-LENGTH M110 OF THESE PANELS SHALL NEVER EXCEED 2 TO 3. STUD SPACING SMLLNOTIXCEEDI6.00, 4. PANE LEDGES MAYBE BUTTED' LAPPED 3WMINNUM. 5. ALLb£RTICALPANELEDGESSMILER OCCUROVSTUOS, B. ALL HORIZONTAL PANEL EDGES SHALL BE BLACKED WITH 2X LUMBER SIMPSON HANGER SCHEDULE FOR MULTIPLE -PLY BEAMS Intl CEILNG JOISTS (TYPICAL UNLESS NOTED OTHERWISE ON PLANS) MEMBERSIZE FACE MOUNT TOP FLANGE w WSGS JB2S I$ HJS26.2TF HU2" (S�g HLQ83 W 'm 2dINJ HUTS-2 H1W8M-2 I\'1j,LjT�"Bg P63 NIA WS23 J8210 RRMv UUM102 HUS2104TF zl HJ2103 HL2103TF 2 W8210 J8212 f&M2 LLS2102 14JSZ2.2TF RXI2 HU2123 HU212-3TF NOTES: 1. SCHEDULE BASED ON NO POINT LOADS APPLIED TO BEAMS ORJOISTS, 2. 8PECAIITY BEAM (LVL%' LSLb, PSL'O, We ) HANGERS WILL BE CALLED OUT ON THE PLAN. 3. REFER TO SIMPSON CATALOG FOR INS TALLATIONGUDEUNES. 4. MNGER 8CHEOLLE BASED ON THE USE OF S.Y.P. LUMBER. y HEADER SCHEDULE 1. 2021 LRC. 0 TABLES R602.70)RS02 7(2)& RX21(3) [TrIIEADER IINTEPoORBIXTERIORWITH ROOFAIA CEILING LOCATION I SIZE I SPAN #OFJACKSTUDS R)2XSb 4'-T 1 RR 6b S.- z 9)2 0b 63' z RRX12b To 2 HE EXTEJOR WITH O) OORABOVE LOCATION 912E I SPAN #OFJACKSTUDS Rm6b 3-7° 2 RRN1b 1'-S' 2 IZ202b s3" 2 ��HEAGE, INTERI RWITH O) J00RABOVE LOCATION SIZE SPAN I #OFJACKSTUDS RRl6b 3E 1 RRMib 4'-8' 2 RR Ob ss 2 9)2A2b B3' 2 �J/H,ADGR EXTERKIRW THO)CLEPA IAN FLOORABOVE LOCATION SQE SPAN #OFJACKSTUDS RR sb 3V W 2 121., RRxIOb 1'-S' 2 RRx 2b SG 3 NOTE: 1. ANYWADERSPAWANDSIZESNOTCOVEREDABOVETORE NOTEDONPLAN 2, SIZES AND SPANS BASED ON42 S.Y.P. OFOTHERSEEPWN) 3. FASTENPLYS TOGETHERWITHIMCOL4AONNALS®i6"O.C,ALONG EACH EDGE 4. ANY HEADERS FALUND UNDER A FLOOR SYSTEM NOT DESIGNED BYNORTEX, SMLLBE DESIGNED ANDSIZED BY FLOOR SYSTEM MANUFACTURER R- PLY)ENGINEERED 3/4"OSB gm N'�iB'O.C. BEAM1I IM4TCH HBGHT 9UBFLOOR B OF1401STFMMIWI 111" OSB / SUBFLOOR [@- S S INSTALLWASHERS CEACHBOLi f\`\ FIRM KICKERBRACE air Dc. ~B `MIMMLM(J)IOtl COMMONNALS ATTACH TO BEAM AND UNDER EACH DIAGONAL STRUT ADJACENT WOIST(NOT SHOWN) COMMON NMVL6®4° O,C. TYPICAL CANTILEVERED LEDGE GENERAL FRAMING DETAILS FRAMING DETAIL SCALE: TUTS NOTES; 1. WFERTOSHEETDTL-1 FORGENERALNOTE& 2. ALL FASTENERS (INCLUDING NAILS, SCREWS, BOLTS. AND THREADED RODS) N CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED (VORTEX RECOMMENDS G185 GALVANIZING). ALL SIMPSON CONNECTORS IN OONTACTWITH PRESSURE TREATED WOOD SHALL HAVE THE 2-16AIAX FINISH. STEEL LINTEL SCHEDUijj HEIGHT OF VENEER I I�I�I I I II I I I I I BRICK =40 LBS./FT. SQUARED UNTEL SIZE I CLEAR "A" 1 3 1 4 1 5 1 6 1 7 1 B 1 9 1 10 Ill 1 12 1 13 1 14 115 116 117 HBOHTOFBPoCK 1312X312xiN 4 x312xiN 32 18 10 5 3 2 1 �� )(y7G 9 15 B 5 3 2 1 6 x312 x3B 23 14 B 6 5 3 2 2 1 Sx4X3A1 24 16 11 B 8 5 3 3 2 2 1 7x4x12 -I_ 23 17 12 B ] 6 5 4 3 B x4X12 I _IX 11 B 7 B 5 I STONE- SOLBS.IIFT. SQUARED UNTEL SUE I CLEAR 8PAN(FEET) 1 3 1 4 1 5 1 6 1 7 1 8 1 8 1 10 111 1 12 1 13 1 14 1 15 1 161 1 17 HEIGHTOFSTONE 31RX312X1M 4X312X7M S X312 z3B 21 12 B 3 2 1 ��- 15 10 5 3 2 1 22 15 8 8 4 3 2 1 Bx4x3S 7x4%12 11 7 22 22 15 11 B 8 5 _I 22 i 78 1 1 3 2 2 B x402 I 2Y 16 12 S 7 8 1 1 3 NOTES: A. STEEL ANGLE SIZES ARE BASED ON L.1600 DEFLECTION CRITERIA B, REFER TO PLAN FORAREAS PATH HIGHER CLEAR SPAN THAN iT C, CF14RTNOTAPPLICABLE FORGARAGEAREAS (SEE PLAN D, GABLE AREAS NOTINCLUDED (SEE PLAN 1'-B' MAX. BEAM LENGTH [DOUBLE L4MxIA ( (/36 STEEL) W IS) RmB POSITIONED '" / 1fC'-DAM. BOLTS TIGHTAGAINSTBEAM / `ATSTRUT EACH SIDE, MMMO NAII-S0tl (DMMON NAILS. MUGGER 'AFURROUT LEDGE AS REQUIRED SECTION B-B SCALE: NTS 6. TX FIRM REGISTRATION#: F-6417 Z O 11) N W U 03 z W W ~ Z N �v7iU(FjDW Q Z Z- Z Z L9 Jm COW J= Q F O Q W # Z _o EL E W IL N Ym O GFDl1 JOB NUMBERI 25-196282 REFER TO LATERAL BRACING PLAN FOR SHEATH WALL AREAS ABOVE, EXTENT OF SHEATHING REQUIRED BELOW, AND ADJACENT TO Jr GYPSUM E'EVA ! ON BOTH SFEATHINGON BOTH SIDES, 21 ELEVATION SHEATHING l T/ BLOCKINGSHALL BE INSTALLEDAT 7 !� ALL HORIZONTAL PANEL DINTS, III/Al AND ALPANELJOINTS SHALL OCCUROVEROYERSTlAS. USE17 \/ GALV. ROOFING NAIL OR STAPLE z TYPICAL HALLWAY \ 159 LONG; OR15B" SCREWS TYPE W OR B AT? O.O FOR EDGE AND FIELD. OR LET -IN BRACED OR ROOM (Y= TYPICAL DOOR BOTH ENDS OF WALL / . PRESENT) OPENING RED T-PLY IS AN ALLOWABLE SUBSTITUTION FORGYPSUM SHEATHING SEE GFD11 FOR PRE EMT) NAILINGPATTERN&OTHER REQUIREMENTS. / PROVIDE BLOCKING@ ALL HORZONTAL JOINTS, \\ / THE ELEVATION SHOWN IS FOR k - .� '.A • . • . .., ..�.,� .r._ .'.v::•; L ,.., .., .. r. ILLUSTRATIVE PURPOSES ONLYAND MAY mDEGREESWW�-/ DIFFER FROMACTUAL CONDITIONS Tp OR fi00EGREES MAxI 1M NCTGEO INTO S1t0S.lATCH MRT BEAR ONMAGON— EEIEINEGRCEO!tlNH NE—T- DETAIL IL FIRST FLOOR INTERIOR SHEATHING DETAIL SCALE: NT.S REFER TO LATERAL BRACING PUN FOR SHEATH WALL AREAS ABOVE, EXTENT OF SHEATHNG REOUIRED BELOW, AND ADJACENT TO 7Fpi g SHEATHING ONBOTH SIDESMDc NEVA>N F ALL HORIZONTAKING L BE INSTALLED AT ALL HORIZONTAL PANEL JOINTS, ANDVERTIGALPANEL JOINTS SHRLL—\ 4— ��NOTE: GCCUROOERGNAIL lRETijTAP\\TYPICALGALV. ROOFlNG NNILOR SThPLE x J/// � FNLLWAY 15S'LONG; OR15B'SCREWS ORTYPEW OR SATTO.OFOREDGE ROOM //AND FIELD. OR LET -IN BRACE@ ' (WHEN / BOTH ENDS OF WALL , PRESENT) /EN RED T-PLYISANALLOWABLE SUBSTITUTION / ,FOR GYPSUMSHEATHING. SEE GFD1 FOR NAILING PATTERN &OTHERREQUIREMENTS, PROVIDE BLOCKING@ALL HORZCNTAL JOINTS. _ THEELEVATON SHOWN ISFOR — — — — — — — — — — — — — — — — — — — — ILLUSTRATIVE PURPOSES ONLYAND WAY uoecrEESS,w DIFFER FROMACTUAL CONDITIONS TO OR W QEGPEESIMTXI iM WTa✓®IMO SMS NOTCH" BEARONONGCWNm BE wNmFCEC -ATH METALSTMP. DETAIL ILA SECOND FLOOR INTERIOR SHEATHING DETAIL SCALE: NT.S NOTE: USE A METALLISCANNER TO LOCATE EXISTING CABLES INTERIOR BRACING DETAILS TOP PLATE ELEVATION INSTALL CONCRETE TOP PLATE ELEVATION FLOORJOIST 6. U Z Z Z U' o O N $ Z C 0�0 s a 5. Z2Fo�f 7 UJ ofh OLL �On d Y (O O O q LL a Z Z O � Ln W U Q Z. F Lu W Y H LU Q KU)OcnZ Z Z J Z _ ma J m DO d J O Q Lu 0 Z _ =gam W LL N TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196282 ENERGY CONSERVATION INSPECTION CERTIFICATION FORM Project Name: Address of Inspection: c � �I� ��� �f'J kgl�,/� Name of Company Performing Inspection: %CiS Name of Certified Inspector Performing Inspection: ICC Residential Energy Inspector Certification Number: In accordance with State Law (Senate Bill 5 enacted by the 77 L�Wature of the State of Texas), I hereby certify that I have inspected the above reference�dany structure and that it complies with the Energy Provisions of the Residential Code a Amendments adopted by the State of Texas and 1 or the City of Grapevine. / Sign Inspector Development Services Department MR Graphic Scale in Feet 0 20' SCALE: 1 " = 20' e 1 /2" IRF BEARS S 86'11' W-0.58', # AS REFERENCED IN /' 6.6' ' S 82 44 DOC. NO. D225037161 1 9 o '21 " E- D.R.T.C.T. I zs• 6 SETBAC o K I FORMS FOR BUILDING ADDITION _ FFE=573.6' / U 0 v m Q ~ I V) EXISTING 2-STORY c Iv WOOD A -FRAME UJ � RESIDENCE ,452, ADDRESS: I I 1304 DUBLIN STREET � .h = I 0.392 ACRE TIMOTHY C. HOGAN & BRITTANI D. HOGAN 01- I DOC. NO. D225037161 D.R.T.C.T. 6 / I / / I / IV� C.O.E. CONC. 1P/ MONUMENT (C.M.) 1/2" IRF BEARS ` TRACK S 32720 27 W N 70'04' W-0.31' 32.51 , 76 48 21 N160, STR w F'R/V,q TE R q�T pR D) DOC. NOTATE STREET D.R. T 037161- — AN Cq DOC No CAS D. R � cT. 27p89 R6STREE — 59 271 /2" IRF BEARS S 51'42' E-0.30', AS REFERENCED IN DOC. NO. D225037161 D.R.T.C.T. NOTES 48.7 ACRES UNITED STATES OF AMERICA VOLUME 2373, PAGE 153 221.50, D.R.D.C.T. 48.7 ACRES UNITED STATES OF AMERICA VOLUME 2373, PAGE 153 D.R.D.C.T. C.O.E. CONC. MONUMENT (C. 0.392 ACRE TIMOTHY C. HOGAN & BRITTA' DOC. NO. D2250371' 8 �92'a LOT 25, SN' I I"' A B B R E V I A T 1 0 N S D.R.D.C.T. DEED RECORDS OF TARRANT COUNTY, TEXAS DOC. NO. DOCUMENT NUMBER C.M. CONTROLLING MONUMENT IRF IRON ROD FOUND R.O.W. RIGHT—OF—WAY B.L. BUILDING LINE I certify that this survey was made on the ground, that this plat correctly represents the facts found at the time of survey. °°°°°°°°°°°°°°°°°°°°°° DAVID CARLTON LEWI °°° p°°°o°°°°°°°°oo° � ��o_ 5647 �o SU August 29, 2025 CERTIFICATE DATE 1. All bearings and distance shown are based on the deed for 0.392 acres to Timothy C. Hogan & Brittani D. Hogan, recorded in Document Number D225037161 D.R.T.C.T. All setback lines per the City Approved Construction Plans, dated 7-3-25, Sheet AO-01. Surveyor has done no additional research for possible easements, restrictions or covenants which may affect this property. 2. The Surveyor is only showing form boards, and has not physically located any other improvements which may be located under or near the subject property. 3. According to the Flood Insurance Rate Map No. 48439CO150K, published by the Federal Emergency Management Agency, dated: September 25, 2009, the east portion of the surveyed property shown hereon lies within the special flood hazard area designated as Zone"AE", inundated by the 100-year flood. The east portion also lies within the special flood hazard area designated as shaded Zone "X", defined as areas between the limits of the 100-year flood and the 500-year flood; or certain areas subject to 100-year flooding with average depths of less than one (1) foot or where the contributing drainage area is less than one (1) square mile; or areas protected by levees from the base flood; further, local permitting agencies may require actual topographic support data for final determination of flood limits regarding construction permits. DAVID CARLTON LEWIS, R.P.L.S. NO. 5647 FORM SURVEY 1034 DUBLIN STREET 0.392 ACRE IN THE WILLIAM Y. ALLEN SURVEY, A-34 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS ISSUE DATE: 9/3/2025 I SCALE: 1"=20' I PROJECT NO.: 128-012-60 SPRY ® SURVEYORS 8241 Mid —Cities Blvd., Suite 102 • North Richland Hills, TX 76182 PH:817.776.4049 • spry0sprysurveyors.com • www.sprysurveyors.com Firm Reg. No. 10112000 Nortex Foundation Designs, Inc Texas Firm Registration No: F-6417 4416 Keller Hicks Road Fort Worth, TX 76244 Office: (817) 379-0866 April 11, 2025 CITY RAP OF GEVINE Attn: Building Department (Permitting Department) THIS PAGE RELEASED FOR CONSTRUCTFON City of GRAPEVINE W_, XCS" 7.11111027E AH1'NOfb(N C _ICTMHP,[& IdDOE CB NWHG E BULDNG Builder: ZFE HOMES/ LUCAS ANDERSON CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. DATE: OT/OW2025 BY: W. Scott Leavelle TSBP: Reference: 1304 DUBLIN STREET 1-2420 YTOq" 9[L[A OCCSVOT.VPLYTO CONSTRWAY 4 DOES [�s[ncvrs OR weuc a!3rt ar wnv Lot. Blk: ALL CHANGE S MU ST BE APPROVED WILLIAM Y. ALLEN SURVEY ABS GRAPEVINE, TX Plan Number: HOGAN RESIDENCE Workorder ID: 25-196280 The foundation plan for the above referenced location has been designed using acceptable engineering practices in accordance with the Criteria for Selection and Design of Residential Slabs -on -Ground: Brab No. 33: WRI TF 700-R-03 Update and the American Concrete Institute's Building Code Requirements for Reinforced Concrete (ACI-318) and, in addition, following recommendations of Post -Tensioning Institute's Design and Construction of Post -Tensioned Slabs -on -Ground. The above referenced foundation was also designed in accordance with the 2021 International Residential code. The geotechnical soil evaluation was not provided for this location. Therefore, Table R401.4.1 "Presumptive Load -Bearing Values of Foundation Materials" from the 2021 International Residential code has been used for determining the bearing capacities of the soils. In addition, this design is based on the recommendations provided in the Post -tensioning Institute's Construction and Maintenance Procedures Manual for Post -tensioned Slab -on -Ground Construction regarding proper drainage and site preparation. These areas of work are beyond the scope of this contract. Sincerely, Igor I. Teplitskiy, P.E. 26-4- m•-1r T-0" x 2'-0• L BAR @ TOP & F BOTTOM TYP. REFER TO CETAIL'P'FOR INSTALLATION I r =---=11r=-------= lli �O II I I VERIFYDROPPEDI I SHOWER W/ LL— —BUILDER--J L—— — — — — — — =JJ ^ ,rr'=-------I r--------_- I I II I B I =w I I I #4•: x 6a• LG. 77 m I I I MIN. (IYP) I m \ #3's@IF X 0CCE.W. A- � fci Ll� TOP BOTTOM EMBEDD6' TO II B I EXISTING BEAM / SLAB TYP. EPDXYI I ELS EXISTING I HOUSE / j X 4-0 III - II p F 13'-5�• gTM�s ss�9en�sgmnuycn/o�xoq`ros THE�a95tfE AT ALL Y&��P sBP. pIOITD #3's @ 15• 2-W. EXISTING SLAB O.CEV. @TOP I45AB0 —_ EACH DGWEL '�.-• EPDXY #5 STAGGERED DOWELS @ 16" O.C. @ I #3 STIRRUPS 15°ANGLE @24'O.C. 2-Ws @ \ BOTTOM. r ROUGHEN SURFACE AND APPLY BONDING 12" AGENT PRIOR TO POUR nx Add -On Detail ( SLAB & BEAM REINFORCEMENT SCHEDULE 1 NOTE: 4" THICK SLAB WITH #Ys @ 15" O.C.E.W. IN SLAB. (2) #5's @ TOP & BOTTOM OF ALL BEAMS WITH #3 U-BARS `p'\E.. F'f r %, @ 36" O.C. OR 2-#3's VERT. @ EACH FACE i y; • • ;s j � SPECIAL FOUNDATION NOTES ` / IGOR I. TEPLITSK IY / 1. THIS DRAWING IS PRIMARILY FOR BEAM AND STEEL. THE 94973 CONTRACTOR IS REQUIRED TO COORDINATE THIS / �'•. i FOUNDATION PLAN WITH THE ARCHITECTURAL DRAWING /1 O,i -PCENSS�--` FOR OFFSETS, DROPS, OPENINGS AND INSERTED ITEMS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS BEFORE CONSTRUCTION OF SLAB. NORTEX CANNOT BE HELD LIABLE FOR ANY CONTRACTOR OVERSIGHT IN THIS REGARD. / TX FIRM REGISTRATION#: F-6417 GEO-TECHENGINEER: NA I BEAM SCHEDULE �ZFE HOMES/LUCAS ANDERSON NORTEX FOUNDATION DESIGNS, INC. NI O GEO-TECH REPORT k.. NA 01 LA �T PLAN #: HOGAN RESIDENCE ADD ON 4416 KELLER HICKS ROAD ...Z GEO-TECH REPORT DATE: NA WILLIAM Y- ALLEN SURVEY ABS CDC m DRAWN BY: HM FORT WORTH, TX 76244 �m N DATE: 4nuz0z6 Nr 1p" 26" LOT: BLOCK: (817) 379-0866jjjjl� om ISCALE 1/8• = 1'•0• 1304 DUBLIN STREET A (SIZE: 767 SOFT — 10" 26" GRAPEVINE, TX info@nortexfoundation.com -DESIGN 1 The Conventional steel reinforced design of this foundation structure has been evaluated using ecasplable onglnsedng pradca In aocerdance A -EXTERIOR MAN SECTION B-INTERIOR BEM SECTION C-SLAB DROP DETAIL whhthe latest recommendeNonsassetforth bythe International Codes Coundl andth.Amedcan Concrete Institute. 1SC*BM#I.6 2 Designed beamslzes,heam spacing, steel Titles and Spacings shown are minimum requirements neededtoallowthe sirudurals sDBqua p its qu yrtemto rt1•.Ots i9roO ts' adequatelyperform in can}unctlonwfih designed lmorma8anlistedlnihs above referenced publication. ThsImam lanottit eliminate Boll o.cE W. / ocE.w.2•MAx movement, butte llmlt foundaten flexure durinA lnevltahla dNereMielmoement;r3 Thisdesign doesnal allowfor Improper drainage trees looted doserthenthalr mature heightto the(ounda6on, improper maintenance, or WDlsivaEosaL WDIeTLa�Dsoa 3eftorsendnegledbythe paronberoone mnbactod to follow this design. (ImPloPerm.lnted once la deRns d b y- leek of u nlform, systematic OR COMPACTED RLL i.. ORCOMPACTEDFILL MDISTLRBEwatering on all sides of the foundation. see Construdlon noteM4 and refer to maintenance schedule supplied with Invoice) ORCOMPACTMATERIALS Ai uaARx^oc,3ua Qx•o.c. (J1 All Concrete Mall have a minimum tom Me strenth of3000.. I W28 des. W245',TOPA BOT. W2JabiOPBBOTT.Zp!!se g p9 e o INTERIOR SEMIOR24i.1ERr.0 M2-tl0a1ERi.Q2 All comantlonal reinforcin hall be new billet steel mnfomin to A.S.T.M. 4615 de 60. Reinforcement shall be free ofrued and deleterious 10 EACH FACE EED 9 s g 9,a EACHFACE YA malerlalc. Z 3 edmbdurea should not Dontaln any chemicals in to entity that may have a harmful effed on the steel or cement, chlorides, sulNes and nitrates E- EXTERIOR FOOTING. F-EXTERIOR BEAM SECTION z should not be used. K-D(TERKM BEMI SECTION O GARAGE 0 CONSTRUCTION nu-BARQ xQ 'oc. W C o W245'. TOP&WTI. ctl3'a E.W.0 O U 1 �All.bisbshouldl beevceveted as follows unless aped0ed otherwise by the geotechnlnlreport: CR 2J3MWCo.\O.C.W. 'uND�S�'a'Ripeems musieMend l2"Imo undlsiurbed(ulrgln)soll. beam dephsmapbe alopedor Increased as much 9924' without additional EPLHFPC 1 CONTINUDt13ZF�Rp O nfarcing. when boom depth ea.,d, 34", wmad design engineer for addiional rsiforehg requirements. - - -1 aYY 0 X pflll olds, slab must be compid:d fo 95o ofstandard prodor dense an conorm o see SO un ar ^LI FU F UNDIST ED SaLWDIST ED SOIL b shall be p le m d In accordance with the geotechnical rep ort spedfl dons. The.ollengineer shall Certify compaction of the fill soil. X, ✓ OR COMPACTED FILL b ORCOMPACTEDFILL DETAIL 0 LL C 5 The Co nbactl I.responsible to advise owner of proper foundation maintenance Moisture Cement should be kept consistaMannually with L-DRERIOR BEW SECTION O GARAGE P-EXTERIOR BEAM INTERSECTION.(TYPICAL All) Z consideration to asasonol changes oftemperaturs and moisture variations. Proper drainage away from Slab is required to preserve the T" SIZE OF TFE L-9AR act®we" 18" ztl4MQlro.c. _ _performance ofthe foundation. Refer to mainenance schedule supplied with Invoice. 2q• sHPLL MATCHBExn TOP EACH FACE _ 6 Tranches ter deep plumbing lines Would not be located directly under beams , compaction at back fill at plumbing lines Is required prlorta Mel A7 WSE BAR MIN a BOTTOM REINFOXIND " r O Z COMISLEAR i3C Evor grading. �OC.EW. a .1. BPRS 0 tv Q Fait (n Y Pro, Ids minimum 10 ml polyvinyl. poly Mall not bridge over the bottom of the beams and shall ba Iolafreely on the sidesofins tronmasanti - -. bit ppLyglgYL tl3LQ19' 0mm supported ofthe padeto avoid alrpockats and prevent Insulation of grounding electrode. No poly allowed in bottomofbeams. urolsTuaEO saL i 1fi" OCEW. ,•"{ W Q Q GENERAL ORCOMPACTEO FILL Z W 1 Thls drawing h primarily for beam end steal placement The mntrador la raqulrod le mordhNe (iota to plan with the architectural 4.7 drawing for offsets, drops, openings and Inserted Items. Y3UENRQx"OC. LSDIS1—.SOIL I `03—ARCH•OC. Q 2 [[ Y 2 Water roofing pima foundetlon, Includln pro with associated roe drains, n 0._.TOPa BOTT. ORCCMPACTEO FILL W24'a'a TOP aBOTT. W p g g drops Spar barriers, stem we s, perimeter drains, is ncu a nt. a OR2"aOERi Q 10°-24O.VEW St p to (g,j design and is the responsibilfiy of others lncluding the owner and bolder. n ns a 70 EACHFPCE 10" EACH FACE Q N Z -I Z Z 3 Care sheold be taken by the owlet end bulidart, ensurethet sells have proper moisture content before the foundation is poured. The P—mov V W W Do ofdry orwat soilswhan the foundation le poured, may mMrlhute to excessive foundation movement when moisture is reintroduced or removed. T-SlAB DROP DETAIL G-DEEP BEAM IE6AR LAP SWEDIIIE J m W These plane do not accounifor foundation movement that may resuefrom dry or war soil cons that may exist aline time the foundation Is Z F a. poured. A olr 18° 214'.012'O.C. 0- SEEM CHAMETER. J OCE.W.� EACH FACE a.* 1T OX36 � L (LAP.) Q O 0 O.LE W, 36" �°O 1°BPRS x9(x" (/� } J "A PRE -POUR INSPECTION FOR THIS FOUNDATION'• ^ u •L^aAFe a ITOC. f3 L-13.5'/1'-1 1/2• LU Must be accomplished by the design engineer of record forthe foundation, or a cortlfied lab. a"TITI 6 �4L•ta•/t°-S• 3C Q g AD4Q1S p Vn 1 '-10 1/Y J Notice: All poet tenslon materlals to be supplied by a po ttenslon Institute codified fabricator. 18 f O.c.E.W. ^� t,{` IaS / -3 Z J 214'.OIYOc. { CLAP { r. 'DO NOTUSE THIS PLAN TO SET FORM BOARDS' EACHFACE I I LL rou-awQx"oC, Y INSPECTION NOTES: •( `ai BTlaSEO BOIL W2A61 TOP 8SOTi. 1 E I r tlefinj�°J�I�1y. f1f j/T or obtainable on Job sits In order to provltle apvs-pour lnspedlon. DR., R COMPACTED FILL DR2#3Y—St iaPRep E�l smAAbl�lL gl16AF, MrO.C. EAa FACE N N 2 In 4 hours In adranas. However, we will make every attempt to schedule same day In.pepions ca Red in before O o Ell a.m. Inspeplons t p a ulra 124 hour notice. W2-vast Pa BOTT. m _pyetited t� g' Iv r 10° 0R24anoERT.Q lMI3TURBED SOIL 3 Pre -pour Inspeplons (host Be dens alter tRe n�elletl°n Is complete and at least 24 hours pdorto pouring concrete foundation. EACHFACE 1st OROOMPALTEDFILL 4 Inspeplons are rsqulred for all Norte,f,undatlon designs. 'NORTEX INSPECTIONS CAN BE ORDERED AT817.379.0866' -II DROPPED BPoCK LEDGE DETAIL NOTE: A'-tl3'.01 T The use ofthese plans snoopacNcatlons a hall be restricted to the original site for which they were prepared. This document and any laOCE W.. al q. TO COMA. aELow PwFP pW Ing design do am ant is null and raid B not accompanied by an original design letter, signed and sealed by the engineer of record. a /c NTEP OFBHR —••0� aceaA Any reproduction or reuse, or dhdoeure 6y any method, In whole or In pert, le prohlblled. This plan and Ns spectOcatlona conhln proprietary ° tl4. •u• AAAs AT pit.01 e4.A E I \\\ J Information and ere the sole propertyo(Nortex Foundation Design, Inc, FortWorlh,Texas. >r 0.2s'o.C. oLmHn 12104.:E.W �' I SSE OF TF 11 2Aa's Q12•o C. P ••;�' 1 •••... 9 a3uaARQx"oc '�%�". w yy; 5;• °.•s 1) m W2#sit TOP a EOii. / e: °'. A, MY HORI2 ORbtl3•cW Q /� O F r• E ApI FACE / IGOR •I• TEPLITSKIY..� ' Z 94973 a sew __ asaaaa (iI�DtF (/�EN50�.G`\\Qi ? o p.Te.pRape MYha.ra h...A.T.- o Sit E ET a—MR.SS. ST■A""°°'°, TX FIRM REGISTRATION* F-6417 2 of 2 JOB NUMBER 25-196280 I rH+� uiF I I I I I Demolition List • Demo existing concrete at back of house • Demo part of roof affected by new addition • Demo walls affected by new addition and kitchen reframing n •Demo kitchen cabinets, appliances, flooring throughout house, wall paneling 11 • Demo existing toilets and vanity cabinets in both existing bathrooms • Demo existing shower the and faucet in downstairs bathroom • Demo fir downs in both bathrooms Demo these walls �I I I I I ® ME LIVING AREA 1124 SO FT 1st Floor LIVING AREA 995 50 FT 2nd Floor Addition Right side elevation Notes: - Replace existing siding with hardie panel siding - New addition to have hardie panel siding as well Existing House - Replace exisitng roof with standing seam metal roof \ , - New addition roof standing seam metal - New windows and exterior doors in room addition o - Keep windows in existing house, new front door o� o Scale 1/4"=1" 0 Addition cs'�' Front Elevation �71 I- I ---A T Left side elevation Existing House Existing House Rear elevation Addition Notes: - Replace existing siding with hardie panel siding - New addition to have hardie panel siding as well - Replace exisitng roof with standing seam metal roof - New addition roof standing seam metal - New windows and exterior doors in room addition - Keep windows in existing house, new front door Scale 1/4"=1" J DATE: SCALE: SHEET: A-2 25'-2 9/16" Notes: Door Schedule - Addition _ Symbol Width Haight TWO DSSCNPIIon Replace existing siding with hardie panel siding 1 76 1.. SC Mua—Entry m - New addition to have hardie panel siding as well 2 1.v 6•R•• SC Pley—Entry oweR 5'0 %3'tl' `' y Replace exisitn roof with standin seam metal roof g g 3 8'0" 8'6" SC Mbea Enby 4 2'0" 6'8" HC __---- New addition roof standing seam metal 5 74" 6'B•• HC New windows and exterior doors in room addition 6 2'6" 6R" SC MASTER�BEDROOM - Kee windows in existin house, new front door P g T 21. 6.6•• HC P-W � a MASTER BATH © - B' ceilings in room addition except where noted s 3 Scale 1/4"=1" c Window Schedule - Addition Symbol Wirth Height TWO DSSeHPHOT, A 70" 62" Fix 12" AFF C h. B IT 62" Fix 12"AFF C Fix TO Z011 60" AFF S 1'-0 5/8" 2' b'-4 3/8" Q 7 — - — 3 3l4' 18'-11 3/81, I - 4'-2 5/8"1 co A 9'-1 5/4" 5' 4'-q 516" v E }TI Area Tabulations Ristin83st FU. AIC Area 1015 Sq. R. 11UDROOM B 1 - 4 HALL GgOSE� V tet R. Atl— B80 Sq. FL T-1att—CArea 1895 Sq. Ft. d 155 Xt'-1' __ (() 2ntl Flr. AIC Area S. Sq. Ft. Q CLOSES 3 3/4" N Runt Porch 50 Sq.R LL � Cvltl. RTd Fir. ch 30Sq.Ft CvN.2ntl Fir. Bakgny 1285q. Ft 3 N — II �11'-1 1/2" ` Roof Matetlal 30635q. R. Suring Material 2190 Sq. R. z ~ KITCHEN — GL05ET BeEDROO SS-X 4 ALL CHANGES REQUIRE i o 3'-6 1l8" APPROVAL OF REVISED ILL --- o � PLANS T m DINING 9'-1"X12'-10" ----- ^�� R Hi�DN _tl J__ - _I_ CONTRACTOR SHALL CALL FOR INSPECTIONS: m 1_ (817(410.3010 PurRooM BATH �9'f 6" X 10'-2" X 8'-0" CONTRACTOR REGISTRATIONWILL BE REVOKED UPON PERMIT EXPIRATION, a 0 I 1MH HALL 4'-iW X 101-0" Cffih. Gelling _ w LAUNDRY [o I I CONTRACTOR SHALL CALL FOR INSPECTIONS: G UP . " (817(41030101'-41/1 �LOSET CLOSET7'-11" CONTRACTOR REGISTRATION WILL 8E LI-Xv` X4'-11" 5-10X 3-4 REVOKED UPON PERMIT EXPIRATION. CLOSET unur L05F 5'B x5'-9' HM v to 3'-1 5/8" 1' - 1. 3'-6 5/8"J'— "" CO y TI HOURS JR N 7;�8 A.. �pp i a _=101/21, 13'81/4" P.M. MONDAY-SATURDAY ONLY i" NO WORK PERMITTED ON SUNDAY m C °w LU 1 c ]. SEPERATE PLUMBING, p E BEDROOM BEDROOM MECHANICAL, ELECTRICAL AND ti = I R5T STORY 11'-8" X 12'-11 10'-2" X 12-10" SIGN PERMITS SHALL BE REQUIRED. 3 N 18CI5 50 FT o LIVING 24'-11" X 14'-11" gRTPF PWRE IS E RELEASED FOR DATE: 31/ Ij n CONSTRUCTION cl veer ILA :aTO nMeemoN SITEATALITNEolTe.. SCALE: 6 5l8" 1'-11118" 4' 4' 6'-51/8"� aA,•ENaF.oa�. . I 1013 PORCH 12'-2114" 10'-113/4" I�uo Nan gEAL SHEET: 24'-b 1/16" c°"°Fin"s�R°P'ue`uc Eq Penove CHANgea�,IT g. A— 1 ko U Z z Z t7 Lu CON $ 2 x 1D Z TABLE OF CONTENTS PAGE# DESCRIPTION REV. DATE Z O LB -la 1st FLOOR LATERAL BRACING PLAN 1n N UJ LU LB-1b 2nd FLOOR LATERAL BRACING PLAN DTL-1 LATERAL BRACING DETAILS w w H Z o > W DTL-2 STANDARD DETAILS N w Y DTL-3 STANDARD DETAILS =.R. �.. Z Z U N W Q Z Z O Z z GFD-1 GENERAL FRAMING DETAILS 00 m a IBD-1 INTERIOR BRACING DETAIL '""w� J i ¢ o O �rnavRo.uR .xsr ax W xb nn:mamme new owner: 2 Z �.� J O nLLI x ALL CMFROn RUtt.IAfIROnO. UL 1. ENGINEERED DESIGN N 1.1 THE ENGINEERED DESIGN OF THIS STRUCTURE IS INTENDED TO MEET THE FRAMING ENGINEERED DESIGN REQUIREMENTS AS ISSUDED BY THE CITY / COUNTY OF GRAPEVINE, TEXAS 1.2 THE ENGINEERED DESIGN OF THIS STRUCTURE IS DESIGNED FORA BASIC NAND SPEED OF PER. INTERNATIONAL RESIDENTIAL CODE, 2021 EDITION, 1.3 PER IRC R301 1.3 THE EXTENT OF THE ENGINEERED DESIGN *SHALL ONLY DEMONSTRATE COMPUANCE OF THESE NONCONVENTIONAL ELEMENTS WITH OTHER APPLICABLE PROVISIONS AND SHALL BE COMPATIBLE 1MTH THE PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEMS." 7.4 RENTS NOT COVERED ON THESE DRAWINGS SHALL MAINTAIN STRICT ti COMPUANCEWITH THE I.R.C. ,�p'•..• ...h �� i y�EOFTFgIIIo j t • :a /• / IGOR I• TEPLITSKIY.•� /....:........................... 94973 (11�OtFS•I40ENSfc�G`��i w TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196281 HEET NOTES: 1. ATTACH EXTERIOR POST (IF PRESENT) TO FOUNDATION BELOW AND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL3 2. INSTALL FLOOR-T&FLOOR SHEAR WALL PANEL STRAPS PER TYPICAL DETAIL ON SHEET DTL-2. 3. FOR GENERAL NOTES, SEE SHEET DTL-2. 4, FOR LATERAL BRAD INGO A DESCRIPTIONS, SEE SHEETS DTL-1, DTL-2 & DTL-3. J� INSTALLTIE-DOWNSAT 7C INDICATED LOCATIONS �y HOLD DONN NOT NECESSAiYAT �S THIS LOCATION IF HEADER IS CONTINUOUS OVER SUPPORT D I I I I cITIggqpvqp !Lpxe TO EE qEn ax I JxrE o)AL1pM .ice .L....un.x: •LL Cx'pxl0llqu6T glAl1N D A I 1st FLOOR LATERAL BRACING PLAN \\\ N f N K O �PtE�FrF;Yq�I � o IGOR I TEPLITSKIY.^� ,1 t% Z/CENS��.G��� � /0NALEN► u a LB la TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196281 HEET NOTES: 1. ATTACH EXTERIOR POST (IF PRESENT) TO FOUNDATION BELOW AND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL3 2. INSTALL FLOOR-T&FLOOR SHEAR WALL PANEL STRAPS PER TYPICAL DETAIL ON SHEET DTL-2. 3. FOR GENERAL NOTES, SEE SHEET DTL-2. 4, FOR LATERAL BRAD INGO A DESCRIPTIONS, SEE SHEETS DTL-1, DTL-2 & DTL-3. r -----I I I D I I �1 1 L I] 2nd FLOOR LATERAL BRACING PLAN IGOR I TEPLITSKIY 94973 �1 �O� FSs�ONALENG� 4/S 2 "._ _ U z z z 0 E 0 oN 8 z c O cn"�p z F o :) , Q M C D�OI:d X LU K (Do Q O LL C z z 0 ci) N W Q U Z. F Lu Z !2> W X mu uu") az7o,w V Q J m J W �oaFa Lu ii 2 z =gam W LL N o LB/lb TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196281 TOP PLATE ELEVATION 2-BMPSON HTT4.1518' DIAANCHORBOLT, INSTALLED W/SIMPSON SET EPDXY, 7' EMBEDMENT, 1LTERNATVELY, INSTALL 2-GHI STH6 10 AND QN)12' J-BOLTS 7, EMBED)BOfORE CONCRETE POURI 1 N' I 1 A Jr ,X IY a_, ' f DETAIL N WALL STIFFENER PANEL w/ (2) HOLD DOWNS SCALE: N.T.S REFER TO LATERAL BRACING PLAN FOR EXTENT OF SHEATHING REQUIRED / TYPICAL / HALLWAY OR ROOM TYPICAL Do PRESENT) / OPENING RESENT--N P) DETAIL I INTERIOR SHEATHING DETAIL SCALE: N.T.S �-EUEVATIO N SHOW ISFOR THE' ILLUSTRATIVE PURPOSE 6 ONLY" MAY DIFFER FROM ACTUAL CONDITIONS —7116' PLYWOOD a OSB SHEATHINGMTHBd COMSvON NAILSAT4" O.C. ATPANfl®C-ES ANDAT 12' Go INFIELD /--12' DIA ANCHOR ROD; DRILL AND INSTALL.I SINPSON SET EPDXY, 7' EM'BEDMENT (ALTERNATIVELY, INSTALL 12'JBOLT BEFORE CONCRETE POUR) TOPPLATE I ELEVATION TOP PLATE I J ELEVATION K"� - L� --� I '7� / SHEATLYWOODor d AREAS ABOVE, / SHEATHING WITH Bd BELOW,AOPENINGS WITH 711V/ NT COMMON O.C,AT NAILSATOPENINGS WITH 7G SH PLYWOOD 4"O.C. AT PANEL OSB. 2x BLOCKING SHALL BE VHNDGWW / EDGES AND AT I2' INSTALLEDATALLHORIZONTAL DOOROPENING O.C, IN FIELD PANEL JOINTS, AND VERTICAL / 1SIMPSON HTT4 vI WHEN PRESENT) / PANEL JOINTS SHALL OCCUR OVER DIA ANCHOR BOLT, J STUDS. USE Sd COMMON NAILS / IN VYSIMPSON / / O4"O.C,®PANEL EDGES AND / SET EPDXY, 7"EMBEDMENT, ®12'0.C.INTHEFIELD. / IALTERNATIVELY, INSTALL / 2-8IMPSON STHD10 AND (2)12' JBOLTS� REFERTO LATERAL BRACING PLAN FOR EXTENT OF SHEATHING REQUIRED TOP PLATE ELEVATION r / TYPICAL WINDOW 12' CIA ANCHOR OPENING ROD; DRILL AND (WHEN r�--R , INE-ALL IVII MPSON PRESENT) ETEPDXY7", EMBEDMIENT (ALTERNATIVELY, INSTALL 12' JSOLT /J BEFORE CONCRETE ( POUR) (r"NCREMBED) BEFORE .. / - CONCRETE POUR] _ NOTE: j .-� ..� TLUSTRATIVE PUHOVHNI ONLY - 1' ILLUSTRATIVE PURPCGESONLY AND IvWV ' DIFFER FROMACTUAL CO NDITIONS DETAIL D 12 DIAANCHOR ROD; DRILL AND INSTALL.f SIMPSON NOTE SET Epoxy, 7"EMBEDMENT (ALTERNATIVELY,INSTAL CONTINUOUSLY SHEATHED WALL PLAN FOR HOLD DOWN PLACEMENT IIT 1.1 BEFORE CONCRETE POUR) SCALE: N.T.$ INSTALL SIMPSON 12' x 6' LG. BTEN HD (THD5DLBOH) ® 4.0" O.C, PER MPG.'S INSTRUCTIONS DETAIL B WALL STIFFENER PANEL w/ HOLD DOWN IN CORNER SCALE: NT.S TOP PLATE ELEVATION 711S' PLYWOOD OR OBB TOP PLATE I SHEATHING NTH Bd ELEVATION ''� COMMON NAILSAT 711B' PLYWOOD OR 088 \ 4' O.C. AT PANEL EDGES SHEATHING WTH Bd \ AND AT 12' O.C, IN FIELD. COMMON NAILSAT PROVIDE 2X BLOCKING 4" O.C. AT PANEL EDGES ATALL HORIZONTAL AND AT 17O.C. IN FIELD. PANELJOINTS. ALL EDGES SHALL BE \ BACKED INCLUDING 12" DIA ANCHOR ROD; GRILL I� HORIZONTAL JOINTS AND INSTALL wl SINPSON OR WHICH OCCUR IN WALLS SET EPDXY, 7' EMBEDMENT ABOVE B'-0". PROVIDE2X (ALTERNATIVELY, INSTALL BLOC KING AT ALL 12'J-BOLT BEFORE ixq N01'CHEO INTO HORIZONTAL PAN EL CONCRETE POUR) STUDS. NOT CH MOST JOINTS, OR \ \ BEAR ON DIAGONAL a BE REINFORCED MTH METAL STRAP. ix4 NOTCHED INTO STUDS. ONOTCH MUST BEAR ON DIAGNAL a BE REINFORCED" 3,000 PSI CONCRETE hETAL STRAP. I SHEATH WALL AREAS 3,000 PSI CONCRETE 45 DEGREES(M. ABOVE, BELOW AND TO ADJACENTTOOPENINGS SO DEGREES(MAI DETAIL SHEATHING GYPSUM BOTH PERFORATED SHEARWALL DETAIL SIDES. 2x BLOCKING SHALL BE INSTALLED AT ALL SCALE'. N. I HORIZONTAL PANEL JOINTS, AND VERTICAL PANEL JOINTS SHALL OCCUR OVER STUDS. USE 12" GALV. ROOFING NAIL OR STAPLE x 1 5B" LONG; OR 158" SCREWSTYPE W ORS AT7" O.C. FOR EDGE AND FIELD. M 4'V MNINUM I 45 DEGREES (MIN.) ..•.:.. To 60 DECREES (VAI I NOTE SEE PUN FOR HOLD DOWN PLACEMENT DETAIL G PERFORATED SHEARWALL CORNER DETAIL SCALE: N.TS NOTE RED THERMO-PLY IS ANALLOMABIE SLBSTRUTION FOR OSS PLYWOOD SHEA7WN6 SEE GI FORADDITIONAL INFORMATION SHEATH CONTINUOUSLY AROUND CURVED WALL (ABOVE, BELOW, AND BETWEEN OPENING S)WITH ENERGY BRACE 0.106' STRUCTURAL WALL SHEATHING QRED LABEL) OR EQUAL PROVIDE BLOCKING AT ALL HORZONTAL EDO ES, AND VERTICAL EDGES SHALL 0OCUR OVER STUDS. USE NO, 11 GAUGE 1114" GALVANIZED STEEL ROO FINS NVLS OR 7A 6' CROWN X11N' LEG NO, 18 GAUGE GALVANIZED STEEL STAPLES Q 3' O.C. Q PANEL EDGE 8 AND 0r O.C. IN FIELD. PANEL EDGES MAY BE BUTTED OR LAPPED 3W MINIM, NOTE: USE A METALLISCANNER TO LOCATE EXISTING CABLES LATERAL BRACING DETAILS VAILL CORNI PANEL EDGE CLOSEST TO CORNER 12' DIA ANCHOR ROD; DRILLAND INSTALL WGIMPSON SET EPDXY, 7" EMBEDMENT (ALTERNATIVELY. INSTALL 12' DLO. J-BOLT (r EMBEDMENT) BEFORE CONCRETE POUlq. SIMPSON H174 W 50 0 AANCHOR ROD, INSTALLED Y' SIMPSON SET EPDXY, (I" EMBEDMENT). (ALTERNATIVELY, INSTALL SIMPSON 5TH010 BEFORE CONCRETE POUR] e o.nx��To. y.:- -:ESL 11 �. • . � E III 'IT ME Exie `rs o. �IGOR I• TEPLITSKIY ..94973 111 aTE D1.1 1 zl —11.T— • 11 OA :!/CENSE�:'��f o"ai°s"mNew::romsiwcron l. 11�SS/ONAL�G`� TX FIRM REGISTRATION* F-6417 1 U z z z E 00 $ z 04 0 Y CO O X (D p a U o v z 2Sof C 7 Rh 0 w O i�LL O Yl-@� T] (D O O LL c z z O N W U Q Q z } y7 `L = H ww(0U w W Q z z O z z C7 J m m d J O Q F V z Q =gam W LL N w K O O Z! U p N a� Z o i O DTL11 JOB NUMBER 25-196281 FRAMING GENERAL NOTES 1. ENGINEERED DESIGN 1.1 THE ENGINEERED DESIGN OF THIS STRUCTURE IS INTENDED TO MEET THE FRAMING ENGINEERED DESIGN REQUIREMENTS AS ISSUED BY THE CITY OF GRAPEVINE, TEXAS 12 THE ENGINEERED DESIGN OF THIS STRICTURE IS DESIGNED FOR A BASIC WIND SPEED OF 115 NPHPER INTERNATIONIL RESIDENTIAL CODE2021 EDITION 13 PERIRC FW1.2 THE EXTENT OFTFE ENGINEEREDOESIGN 'SHALL ONLY DEMONSTRATE COMPLIANCE OF THEBE NONCO MENTO NIL ELEMENTS WITH OTHER APPUCABLE PROVISIONS AND SHALL BE COMPATIBLE WITH THE PERFO R3ANCE OF THE CONVENTIONAL FRAMED SYSTEMS.- 1 A ITEMS NOT COVERED ON THESE CWAWINGS STALLMAINTAIN STRICT COMPLIANCE WITH THE I.R.C. 2. WOOD SPECIFICATIONS 2.1 ALL STUDS SHALL BE SPF STUD GRADE OR EQUIVALENT. 22 SILL PLATES SHALL BE PRESSURE TREATED k S.Y.P. 23 RAFTERS AND JOISTS SHALL BE RB S.Y.P. WITH A NO DULUS OF ELASTICITY, E=1,600,000 pd UNLESS NOTED 0THERNISE. 2.1 HEADERS AND BEAMS, WHEN SPECIFIED, SHILL AVEA MINIMUM MODULUS OF ELASTICITY, E-1,800,DW pd, AND TABULATED BENDING STRESS, FE4R00 pd, UNLESS NOTED OTHERWISE. 3. EXTERIORWALL BRACING 3.1 THIS SHEET REPREBENTS THE EXTENT OF THE LATERAL BRACING WHICH NEEDS TO BE INSTALLED TO COMPLY WITH SECTION f6a2.10OF THE IRC. THERE ARE AREAS WHICH DO NOT CONFORM TO THIS SECTON. ENGINEERED SOLUTIONS AS SHIOWNARE PROVIDED TO ENSUREAMOUATE PEWORM VICE WITH THE SYSTEM 32 ALL STRUCTURAL PANELSHEATHING, LOCATEDAS SHOWNON THE PLAN SHALL BE 744' THICK PLYWOOD DROSS. PANELS :ALL BE SECURED TO FRAMING WITH 1 12- LONG, 18 GAUGE STAPLES OR Bd COMMONS SPACED AT 7O.C. AROUND THE EDGE ANDS' O.C.INTHE FIELD. 33 A2x HORIZONTAL BLOCKING MEMBERSALLBE INSTAUEDAT ALL HO RZONTAL JOISTS FOR STRUCTURAL PANEL WOOD SHEATHING. THE BRACING PLAN AS SHOWN ON THIS SHEET SHALL BE REFERRED TO FOR THE SRACING LOCATIONS. 3A IFSIMPSONSTRONGWALLS ARE TO BE USED, CONSIDERATION SHALL BE GIVEN TO PLACING THE ORDER WITH APPROPRIATE LEAD TIME (POSSIBLY AS MUCH AS 2WEEKS) AS ALL PRODUCTS AY NOT BE IN STOCK. 3b WHEN DRILLING INTO THE SLAB FORHOLDOWNS ORANCHOR BOLTS, CARE SHOULD BETAKEN TO AVOID DAMAGE OF POST -TENSIONED CABLES. TOP PLATE ELEVATION EXTEND HEADER ACROSS ALL OF - THE JACK STUDS Sd COMMON NAILS 03'! O.C.E.W.THIS AREA ME" PLYWOOD or OSB WIN COVINTON TOP PLATE NAILS @ 6' O.C. AT PANEL EDGES AND ELEVATION 12'O.C. IN FIELD '`— CRIPPLE STUDS 7/78'a 08B p/ HERDER- HORIZONTAL PANEL JOINTS, IF SEEPLANFOR REQUIRED, SHALL OCCUR WITHIN 24" BEAM SIZE (TVPJ OF MD -HEIGHT, PROVIDE 2X BLOCKING .1 Mid SINKERS @ 3" O.C. ON EACH SIDE OF BEAM J OUTSIDE FACE OF WALL NOTE: RED THERMC-PLY IS AN ALLOWABLE SUBSTITUTION FOR OSI PLYWOOD SHEATHING. THE FASTENERS S ATTACHMENT PATTERN SHALL BE IN ACCORDANCE WITH TABLE ON GFDH. SEE GFD/1 FORADDMONAL INFORMATION. PROVIDE SOLID2X BLOCKING BETINEEN HEADERS TOP PLATE ELEVATION Iz �STUDSA SACEEPERMTS.HT STRAPS ACROSS M- ATTACHEMENT TO FOUNDATION Z O N LL U Q z W W ~ Z *�MZONTALPROJECTON p W X Q X Z 0 Z Z Z _I — ma J0< =)I w zzll Z OEL� ILL! ILL ILL ­NGESIUSTSI W H- n 0 o ,# IGOR I TEPLITSKIY %94973 1. TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196281 EEPLANFOR _ IEADERSIZE NAIL T 17 O,C 2CONNECTEDCOECTEO WITH COMMON ^ ARCHTECTURAL FASCIA 2A r/ 2x4 BLOCK IYPICALATOORNERS ATP�O. O.C. EACH SID 170A THRU80LT MN4 EACH CORNER 02V O.C, TYP. EXTEND SHEATHING PERMETERNMUND 2 STUD SPACES(O.C.E 1A() / 10tl COMMON NAILS OPENING BELOW 7A@, Ai@O.C. -- HIGH TOP PLATE PLYWOOD SIM210. AILS or EQUAL / ELEVATION a OBB W22-10d NAILS % / 7A 'PLYWOOD. OBB AROUND 6TEELLINTEL 6EE SCHEDULE PERIMETER NAJLWITH 10tl COMMON / L NAILS AT@'O.C,®PANELEDGESAND72 L(] 7Jp Pf ATE O.CATINERIORSUPPORTS TYPICAL LEDGER ANGLE E�E1Ai°N7 7 �' SECTION Y-Y SUPPORT DETAIL ;Go NAIWG' CHIMNEY FRAMING PUN / 70tl COMMON N41L9Ai7P'O.C. SCALE: N.1.S GEL. PoUD SCALE:N.T.S BLOCKING STUD BEYOND // WASHERANO O.C, MAXIMIMALONG EXTERIOR WALL LINE, 1111' OD NG°RxfBd NUTREOD —�— IMTHIN ITOFVAICORNERS, AND WiTHINr TO 08 12' OF SILL PLATEBLL UTTJOINTS, RILLANO /''/ CONMONNAILS®@' 381hfSON SO&1Hr.AbW000 PRESSURE TRFAlE02x9LL INSTALLrv151(MSON SET EPW(Y (ALTERNATIVELY, QC.0PANEL EDGES SCREWSINTOEACHSIDE PLATE(A2 S.Y.P. a EQUAL) INSTALL J-BOLTS BEFORE CASNNG THE SLAB) /'/ / / AND 012'O.C.IN OFCHIMNEYFRAME FIELD ATRAFTERANOCEIUNG PENETRATIONS. TOPOFCONCRETE 1—Z .1_J // ELEVATION T / • ! 1/2' DM ANCHOR BOLTS, • !' II INSTALLEDWISIM'SON SET �• XF�x'� SEESHEETNOTE2 I EPDXY(P MN EAEDNEIJ'T) TYPICAL TOP PLATE lulOANCHOR BOLTS ELEVATION CHANGE DETAIL STUD BEYOND SINPSON AS MXDSILL ANCHORS ® @-O. O.C. �qRAFTERS MAXOMUMALONG EXTERIORWALL UNE, WITHIN SCALE; FLT.S ITOFWALL CORNERS, AND WTHIN 4"TO 12" PRESSURESYPor EQUAL) CASTING TREATED 2x SILL OF SILL THE SIAq PLATE BUTT JOINTS, ONSTALL BEFORE ��(PRE-APPROVED STRUCTURAL CONNECTORS SECTION X-X ... CROSS REFERENCE TABLE CHIMNEY FRAMING PLAN 91MPSON UBP STRUCTURAL SIKPSON UBP STRUCTURAL $ iRONGTIE CONNECTORS BTRONGTE CONECTORS SCALE: NT.S TOP OF CONCRETE I A34 MP34 LTS12 LTS12 IREVATON I AS PAU44 LTP4 MP4F / "L" INTERSECTION POST I MILES PAM U.m JUSW CAP BEE SCHEDULE '•: I AC4 PB344 LUSIM IU1282 y/ HlC&iF "r"INTERSECTION POST "'K I AM PBSM LU JI1S283 (KDEPiHOFJOIST) CAP SEE SCHEDULE .•''*•, A._. I CS78 RS150 WS28 JU62B I H3 R73 LUSM2 JU528-2 I H4 R73 LU8283 JUS283 2 MJDSILLANCHORS I HGA10 HGA10 WS210 JU3270 BLOCKING O 1 HHmlO TH041O LUS21M JIM M •x// CENNOJOIBT8 I HRA96.WA0 THD870 LU32103 JLG2103 vosr crowMN vosT coLLNN TYPICAL EXTERIOR WALL SILL I HTTB HTMe MT2 FAG KSTM PLATE ATTACHMENT DETAIL I HTa2 HT10 MBTa SPTH4 I HL2103 H,02Q 9PHl SPTH4 / I HLQ133 LN2123 9PH1 ePTH6 (USE METHOD 1O or O2 ) E ITA2 U410 SUM14 —•A— —yx— I LFILMS IHU48 Ulu SUHl14 CHIMNEY FRAMNG ELEVATION I SEE SHEET NOTE I SC4LE:N.T.S I LSTA30 LSTA30 TYPICAL CHIMNEY POST RISE POSTCOLUMN CONNECTION SCHEDULE(SIMxSON) BUILT UP POSTS WIND BRACING DETAIL SEEBCHEDULE POST BASE POST CAPS TREATED BILL SEE SCHEDULE PoSTSQE POST 843E PoSTSIZE WOOD SPECES #OF BELTS "L"INTERSECTION TINTERSECTON PLATE SIZE x�x coxe.xum SCALE: NTS 50ANCHORRDD ;1 4x4 LCE4(EACH SIDE) AC4(EACH SIDE) ABU44 (3)2x4e 2.4.41' SYP OR 1 INSTALLED WITH mrsxn wxww SIMPSON BET EPDXY Bxe LCE4(EACH SIDE) AGE FACH SIDE) ABUS (4)2x8'e 2x8 x8" SYP 42 1 wwxxrt. \\\\\\ (P EMBEDMENT) tix8 BOB BCB ABI� (6)2x8'e 2xBxI SYP 42 2PLANS tEOF TF %�� Gx1D CFA(EACHSIDq RRCE4(EACH9Dq cBloio (e)2x1@e 2xioxG. sYPAB 2 LdL AT i •`P.• ••;'r,9 1 12x12 LCE4 (EACH SIDE) R)LCE4 rCH SIDE) cei212 (E)2x12e 202 x12° SYPffi 3 ..re.aTuamx4 n; x x�..a.Teer. h: 4r �I TYPICAL EXTERIOR POST NOTE& ATTACHMENT DETAIL 1. USE 9 MPSON ZMAX FINISH or LISP EOUIVALENT FOR POST W CONIECTORSWITH PERMANENTEXTERIOR EXPOSUPE, cra�.xn sov uac woxinawr •••/ SC4LE'.Ni.B 2. USE PRESSURE TREATED WM3ERWHENWOODIS x ucH4xaeex Uer ee xPreoveo. IGOR I TEPLITSKIY W. PERMANENTLY EXPOSED TO THE ENVIRONMENT. �i..e•. 94973 GENERAL FRAMING DETAILS 41r. ZS' k4 U Z Tn Z o ON $ 0 " 4o ic rp Z 2For3 7 00 Lu xxLLxx W pp ��O11 Iwo v V 0 jLL c Z Z O 1n W U Q ww ~ Z p W X N LUu7iIS w Q Z Z O Z Z S 5wmma -10 Q F =O W 2z_ EL llA E IL N O DTL13 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196281 ALLOWABLE SHEAR WALL OSB OR PLYWOOD PANEL SUBSTITUTIONS TABLE"A' - INSTALLATION SCHEDULE SHEATHING FASTENERS TYPEPANELEDGE SPADING BRAND PRODUCT LABEL INFIELD 7116' CROWN 1-1M LEG No. 18 GAUGE GALVANIZED ENERGY BRACE 0.106" STRUCTURAL BRACE RED STEEL STAPLES or Nlo. 11 GAUGE,1-IM'GALVAMZED 31O.C. 6"O.C. STEEL ROOFING NAILS THERMQPLY 0113'STRUCTURAL GRADE RED SAMEASABOVE S'O.C. 6'O.C. (STORM BRACE) SHEATHING STAR STRUC 0,826" RED SAMEASABOVE S'O.G 8"O.C. THERMO-PLY Oi37"SUPER STRENGTH BLUE SAMEASABOVE S'O.C, 61O.C. SHEATHING 7116' CROWN x 1-12' LEG, No, 16 GAUGE GALVANIZED FIBE2BRACE 0.500" STRUCTURAL NIA STEEL STAPLES ar No, 11 GAUGE I-12'G4LVANIZED 31O.C. 6. O.C. MEL ROOFING NAILS TABLE'S'- MNIMIM LENGTH OF PANEL FORVARIOUS PLATE HEIGHTS SHEATHING ELAND PRODUCT LABEL TOP PLATE HEIGHT ABOVE FLOOR MNIMUMLENGTH OF PANEL H s 10 7'-0• ENERGY BRACE 0106" STRUCTURAL BRACE RED 10 <H 412' 9'.0 12' < H s 14' 8'-0" H 5 10' 7'E" THERMQPLY 0.113'STRUCNRAL GRADE (STORM BRACE) SHEATHING RED 10' <H 512' B'-0' 17 <H s14' 8'-0• H s 10' 7'1' STARRSTRUC OB25" RED 10 <H 512' 8'-0' 1T < H 5 14' 9'-0" H s 10' 7'E" THERMO PLY 0.137" SUPER STRENGTH SHEATHING BLUE 10, ., ' B'-0" iT <Hs14' 8'.0 Hs 10' TS FIBERBRACE 0.500" STRUCTURAL NIA 10, <H 512' B'-0" iT < H s 14' B'-0' H s 10' DENS GLASS 0500' STRUCTURAL MOLD RESTART SILVER 10 < H 5 11' 6 .0 1T < H 5 14' 7'1" NOTES: 1, VERIFY THAT ENOUGH WALL SPADE IS AVAILABLE FOR OBB PANEL SLBSRTUTIONS 2. THE IEIGHT-TO-LENGTH M110 OF THESE PANELS SHALL NEVER EXCEED 2 TO 3. STUD SPACING SMLLNOTIXCEEDI6.00, 4. PAN LEDGES MAYBE BUTTED' LAPPED 3WMINNLM. 5. ALLVERTICALPANELEDGESSMILER OCCUROVSTLOS, B. ALL HORIZONTAL PANEL EDGES SHALL BE BLACKED WITH 2X LLMBER SIMPSON HANGER SCHEDULE FOR MULTIPLE -PLY BEAMS Intl CEILNG JOISTS (TYPICAL UNLESS NOTED OTHERWISE ON PLANS) MEMBERSIZE FACE MOUNT TOP FLANGE w WSz im I$ HJS28.2TF U282 H WSM JB2B 3I HJINJ U I\'1j,LjT�"Bg H1P63 NIA WSm J8210 RRMv UUM102 HUS2104TF zl H12103 HU2103TF 2 W8210 J8212 f&M2 LLG2102 14JSZ2.2TF RXI2 HU2123 HU212-3TF NOTES: 1. SCHEDULE BASED ON NO POINT LOADS APPLIED TO BEAMS ORJOISTS, 2. 8PECAIITY BEAM (LVL%' LSLb, PSL's, We ) HANGERS WILL BE CALLED OUT ON THE PLAN. 3. REFER TO SIMPSON CATALOG FOR INS TALLATIONGUDEUNES. 4. MNGER 8CHEOLLE BASED ON THE USE OF S.Y.P. LUMBER. y HEADER SCHEDULE 2P [TrIIEADER IINTERIOR BIXTERIORWITH ROOFAIA CEILING LOCATION I SIZE I SPAN #OFJACKSTUDS R)2XSb 4'-T 1 RR 6b S.- z 9)2 0b 63' 2 RRX12b To 2 HE EXTEJOR WITH Q)IOORABIVE LOCATION 912E SPAN #OFJACKSTUDS Rm6b 3-7° 2 RRN1b 1'-8 2 P)2AO% 11021 83" 2 INIERI RWITH(I) OORABOVE LOCATION SIZE SPAN #OFJACKSTUDS RRl6b 0E 1 RR"6b 4'-s' z RR Ob ss 2 9)2A2b B3' 2 �J/H,ADGR EXTERKIRW CHO)CLEPA IAN FLOORABOVE LOCATION SIZE SPAN #OFJACKSTUDS RR*sb 3V W 2 121., RRXIOb 1'-8 2 RRx 2b SG 3 NOTE: 1. ANYWADERSPAWANDSIZESNOTCOVEREDABOVETOBE NOTEDONPLAN 2, SIZES AND SPANS BASED ON42 S.Y.P. QFOTHERSEEPtAN) 3. FASTENPLYS TOGETHERWITHIOd COLBAONNALS@le"o.C,ALONG EACH EDGE 4. ANY HEADERS FALUND UNDER A FLOOR SYSTEM NOT DESIGNED BYNORTEX, SMLLBE DESIGNED ANDSIZED BY FLOOR SYSTEM MANUFACTURER R- PLY)ENGINEERED 3/4"OSB gm a1B'O.C. BEA611MATCHHBGHT 9UBFLOORI B OF W GIST FMMIWI 1 / 3Iq"OSB / SUBFLOOR' [O ` 0 @ S S INSTALLWASHERS QEACHBOLi f\`\ RRz4KICKERBRACE®180.0 ` ~B `MINIMLM(J)IOtl COMMONNALS ATTACH TO BEAM AND UNDER EACH DIAGONAL STRUT ADJACENT WOIST(NOT SHOWN) COMMON NMVL6®4° O,C. TYPICAL CANTILEVERED LEDGE GENERAL FRAMING DETAILS FRAMING DETAIL SCALE: NTS NOTES' 1. REFERT01HEETDTL-1 FORGENERALNOTES 2. ALL FASTENERS (INCLUDING NAILS, SCREWS, BOLTS. AND THREADED RODS) N CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED (VORTEX RECOMMENDS G185 GALVANIZING). ALL SIMPSON CONNECTORS IN OONTACTWITH PRESSURE TREATED WOOD SHALL HAVE THE 2-MAX FINISH. STEEL LINTEL SCHEDULE HEIGHT OF VENEER z <Jf I I I I Z m I I I I I z ii STEELANGIE I I I (q 4� PER TABLE I I W 0 I 1 I I I I I II ICI - I 0 �rt�pa I I I I I Ir—I` 0 CLEAR SPAN I I I Z 2 2 7 CA I x x x 6:312 x3B 23 14 B 6 5 3 2 2 1 ' Sx4X3A1 21 78 N B 8 5 3 3 2 2 1 7x4x12 -I _ I _I I 23 17 12 B ] 6 5 4 3 B x4K12 I STONE- BO LBS.IIFT. SQUARED H B 7 B 5 O UNTEL I CLEAR8PAN(FEET) InN SUE 1 3 1 4 1 5 1 6 1 7 1 8 1 B 1 10 111 1 12 1 13 1 14 1 15 1 16 1 17 HEIGHTOFSTONE W () Q 312X312X1M 21 12 6 3 2 1 4 X312x1M 15 10 5 3 2 1 _ Z Lu p> W X 22 15 1, S X312 z3B 22 15 8 B 4 3 2 1 Bx4x3S 22 78 11 7 1 4 3 2 2 1 (n W N U N W 7x4%12 _ :I. .I. -I>< 18 12 B 7 8 1 1 3 a Z Z Z Z B x4X12 V a J m J W NOTES: D CD J l0 d A. STEEL ANGLE SIZESAREBASEDON USDO DEFLECTION CRITERIA J S Q F O Q B, REFER TOPLAN FORAREAS PATH HIGHER CLEARSPAN THAN iT in } OO C, CF14RTNOTAPPLICABLE FORGARAGEAREAS (SEE PLAN W # D, GABLE AREAS NOTINCLUDED (SEE PLAN 2 Z 1'-B MAX BEAM LENGTH •ryle PAo[Be�["A l3°I DOUBLE L4X4KIA Cox[TBuar LL 031 STEEL)W S) R7A6 POSITIONED corruc�iw,�'M wucwa"• »-- N TIGHTAGAINST BEAM crtv Axyx�` ox ++ nTe.orsexnnaxwasxiwraVw..Tnr. 2U STRUT EACH SIDE, ALL cwNaee[Urt 01 A�rrroven� ATTACH WM O)10tl - RDMMONNAILS.\\\\` n tEOF•rF g A �P..... Y r z'A w * ' ...MUGGER FURROUTLEDGE ••••••••••••••••••••••••• ASRMUIRED IGOR 1 TEPLITSKIY / SECTION B-B j.•.'•••..94973 • / SCALE: NTS ��1•' • •qj % GFDl1 TX FIRM REGISTRATION#: F-6417 JOB NUMBER I 25-196281 SHEATH WALL AREAS ABOVE, BELOW, AND ADJACENT TO _ OPENINGS!MTH 17 GYPSUM roPPurE SHEATHING ON BOTH SIDES, 2c ELEVATION BLOCKINGSHALL BEINSTALLEDAT ALL HORIZONTAL PANEL JOINTS, / I� / AND VERTICAL PANELJOINTS SHA OCCUROVERSTIIDS. USE 17 / TYPICAL GALV. ROOFING NAIL OR STAPLE z HALLWAY 159 LONG; ORI 5B" SCREWS OR E AND FIELD. OR LET-INLET-INBRACE 0 /' MMEN BOTH ENDS OF WALL / . PRESENT) RED T-PLY IS AN ALLOWABLE SUBSTITUTION FORGYPSUM SHEATHING SEE GFD11 FOR f NAILING PATTERN OTHER RECOIREWENTS. PROVIDE BLOCKING@ ALL HORZONTAL JOIMS, NOTE: THE ELEVATION SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLYAND MAY DIFFER FROMACTUAL CONDITIONS REFER TO LATERAL BRACING PLAN FOR EXTENT OF SHEATHING REQUIRED zz TYPICAL DOOR OPENING / PRESENT) m DEOLfESIMw 0 woECAa$ BAaxl TOP PLATE ELEVATION INSTALL CONCRETE I OR =S.NTCHMRT BEAR ONMAQON— ff IEINEOROD!tlI1H M TNSTRW. DETAIL IL FIRST FLOOR INTERIOR SHEATHING DETAIL SCALE: NT.S REFER i0 LATERAL BRACING PUN FOR SHEATH WALL AREAS ABOVE, EXTENT OF SHEATHNG REQUIRED BELON, AND ADJACENT TOOPErANg SHEATHING ONBOTH SIDESM2t N F ALOCKING L HORIZONTAL BE INSTALLED OINTS, ALL HORIZONTAL PANEL JOINTS, ANDYERTIOALPANEL JOINTS SHRLt GCC—\ UROERGNAIL USE AP \\ TYPICAL / GALV. ROOFING PARLOR STAPLE x HALLWAY 15S' LONG; OR 15B' SCREWS ✓ OR / TYPEW OR SATTO.C. FOREDGE / ROOM /// TYPICAL AND FIELD. OR LET-INBRACE@ �' (WHEN / DOOR OPENING BOTH ENDS OF WALL /, PRESENT) / EN RED T-PLY ISANALLOWABLE SUBSTITUTION /' / %, PRESENT) FOR GYPSUM SIfA1HING. BEE GFD11 FOR NAILING PATTERN &OTHERREOUIREWENTS, PROVIDE BLOCKING@ ALL HORIZONTAL JOINTS. NOTE: THE ELEVATION SHOWN IS FOR — — — — — — — — — — — — — — — — — — — — ILLUSTRATNEPURPOSES ONLYAND WAY uoecrEEsO,w DIFFER FROMACTUAL CONDITIONS ro OR BOOEOPffSIMT%1 SmsNOTCHS BE R G WNPC %TTH METALSTIAP. DETAIL ILA SECOND FLOOR INTERIOR SHEATHING DETAIL SCALE: NT.S NOTE: USE A METALLISCANNER TO LOCATE EXISTING CABLES INTERIOR BRACING DETAILS TOP PLATE ELEVATION I. orte.°xT�oearm LL s wus�T ea P.a.A. vFoesw C) Z z Z 0 as 0 oN $ Z C 0 2 =CA j 7 Li <h OLL �0i d w Lo O 0 'q LL a Z Z O � Ln W U Q Z. F Lu W Y H LU Q K 0 O Z Z Z J Z _ d J m DO UJ J O Q Lu 0 2Z_ =gam W LL N FLOORJOIST w ��0�•rc �,'' O o /* � IGOR I TEPLITSKIY••� G e°. 94973 :o 2 TX FIRM REGISTRATION#: F-6417 IBD / 1 JOB NUMBER 25-196281 = 25'-2 9/16" E / MA5T3 R BEDROOM \ MA5TERBATH \ IO L��SpT• I � 111 MUDS om 'ALL 6 4Ax 14 43osET Y T. \per' wCHEN F \� \ BEDROOM m 18'-5" X 12'-2" 1 DINING / ALL Fi LLAYRO1 �// Dn14T. 4'-10"xl0w" i -- UP 'I BAT LAUNDRY / / 3'-T%9'-y, B'-B"%9•5" GL05ET CLOSETA ® - 14'-613/16"E OHM _ LIVING 24'-11" X 14'-11" BEDROOM 11'-8" X 12'-11' GL05ET 5+s-x Ir-r BATH 10'-2" X 8'-0" C GL05ET 5'-10" X 3'T BEDROOM 10'-2" X 12'-10" SECOND 5TORY 856 50 FT I B IW� I eaOWER I a'D"x�'D' I .a. O MA5TER 5EOROOM MAS'ERB YTH © Gam. Gelling I 13 I O$ I CLOSET eUOROOM 'O'E I �E3 5 1 HALL I4-I I PATIO 6 4C' KITCHE f 5 x l i CLOSET 4 I r- I I I CI I l I rDINING J 9'-1" X 12'-10" I° I PLAYROOM l I III IIr 1'�10"x iTd' . HALL Gem. cenlne .fl ((II 11 Ifll 4'-10' X 10'-0" �— — LAUNDRY 6'-0" X Y-0' UP Imo — BATH CL05ET `Q �' UTILITY 1 HM FIRST STORY 1895 5Q FT LIVING 24'-11"X 14'-11" PORCH L J SHAMSOCPFT°rzT' EgT fiiES l / These 5 buildings have been removed. wwME BLA—HE T m ;83 owNEN M9Wa�M Ka51LN k HCgE KASIEN uME roo,o>, vary lays - _--__— S 82'44*. E ems; ,a I ¢ �� 0.3924ACRE -*o r � ea _ -- —2171, . 113 -s- w 76Y8W �Y ram / r mm r. E„r. awr..rorr ca"i �ramme ma. e•w.. xa o<,. a. n,°n LAND TITLE SURVEY 0.392 ACRE TRACT SITUATED IN THE WILLIAM Y. ALLEN SURVEY ABSTRACT NO. 34 TO THE CITY OF GRAPEVINE, TARRANT COUNTY; PRISM SURVEYS, INC. RRM 0�A4 Ne m�°� m s:au°cnoriAsum%r_rs "u(17)T54o esa F ) EMMC8I T) 283-1148 (. Om E OWNER: D RONALD BLACKSHEAR VOLUME 7091, PAGE 1853 D.R.D.C.T. c 00, FPO I NT OF B EGINNINC -L)IJ13L RAVEL PAVEMENT A 2 3 4 5 6 CID OWNER: now w UNITED STATES OF AMERICA F VOLUME 2373, PAGE 153 D.R.D.C.T. ---------- WOOD BOLLARD 1/2 i. LIGHT -------- ---- WOOD POLE S 82 0442 JR, E S 8611'21" 0,58' LIGHT POLE 221 E LIGHT -1 1 wo.. .50' ------------ Pol, BOLLALD "eo—P . ... ...... 1 f 202, -9 ---------- PIR.P.— 1 STORYADDITION LIGHT Wo GO POLE I-ARD ... MONT FIND, C5 ........ META (C CIIVI)B?LLAI cv 3QO, METAL POST ------------ 0.392 ACRE W 0 WOOD BOLLARD BOU-ARD Thursday, May 15, ZOZ5 17,071 square feet 11 EXISTING 2 STORY WOOD A- NAME z UJ I E 1,114 square feet WOOD BOi-LAR0r z 13IX DUBLIN STREET U-1 GRAPEVINE, TX. 76051 14 14, 0 z > LIGH SOL w D- WL .61 20.0. 4.6- 0) 6, 4.8 WOOD (D cy) BOLLARD z z < o o --- --------- WOOD BOU-A - RP o❑ R AD /RAI \A WOOD, BOL 4 CITY PERMIT 0 —d.� May 15, 2- HIS OL I OWNER: OD BO LARD UNITED STATES OF AMERICA" T K40NT. ' FIND VOLUME 2373, PAGE 153 CM D.R.D.C.T. BOULARD --S 32420'27" W 1 2 76048`21 59.22' 32.50 B r 1/2"SRF S 51'42112" 0.30' V'O GO BOLLARD N A T— NT ARCHITECTURAL SITE ARCHITECTURAL SITE PLAN PLAN SCALE: 3/32" V-0" 3 4 5 6 7 AO-01 LEGEND Drainage to be approved by Public Works at Final.♦Y 6BB EXIS NG ELEVA ON CONTOUR b� F —660— PROPOSED ELEVATION CON—P II(V■■�1 0' ¢ �q FLOW DIRECTION ..._.._.._.._.._..�.._.._,._.._. V Z B$ b __.._ X EG J45.0 EXISTING MADE ELEVATION Q� � _. ._. D d Q n - - _. �. _.._. _. _ `' ._ ._. _.._.__��.. X FG J66.0 FlNISHEO MADE ELEVATION ..�.._.............�..� I L 5i . -. X TP )46.D TOP OF PAVEMENT ELEVATION �B l TP 5T2.5 _ <� /_ ,✓'� X TW J46.0 TOP OF WALL ELEVATION �I •...�..�... , X BW ]06.0 BOTTOM OF WALL ELEVATION '--- __ X TI J16.0 TOP OF INLET ELEVATION / - TP 5]i.9 F F 573. 6 LJ � - � X TL )46.0 TOP OF CURB ELEVATION % Ci J15.5 GUTTER ELEVATION DOQ I / \ -F'Lu\ � J IIl/yyI I'l I _ _---- PROTECT TREE WTH X W ORANGE -1 FENCING F Q F /z Z Z I w QOn OWNER. F'R°CeE On W 0 OL BLAC KSHEAR / �% 1CMJ 10 qua: feel �uL,,,,,�,F --1 11 NOTE: 4:1 MAXIMUM SLOPES Co ❑ ❑ Z a VOLUME 7091, PACE 1853 D. R. D. C. T. �� aG< LUELIm 5-11 �� � LL ¢ O 79 GRAPEV NE lx ]d0, Q .IMPORTANTIII } Z >T E/ I CONTOURS REPRESENT FIN D GRADES. ALL PAVING SHALL BE EXCAVATED 10 SUBPER < H ❑ U Q TYPICAL PAVNG SECTIONS (SEE DETAILS). Q Nf o _ !!! CRITICAL !!! _ LOCATIONS OF EXISTING .UTILITIES ARE APPROXIMATE AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES. BOTH HORIZONTALLY AND VERTICALLY, BEFORE eP POLL A_PL— THE COMMENCEMENT OF ANY CONSTRUCTION. � anILROA Wb 'n Es / N� FINAL GRADING NOTE !! p m FINISHED GRADES SHOWN HEREON REPRESENT TOP OF PAVING. TOP OF 50D AND/OR LANDSCAPING, �s �ga5 _ UNLESS NOTED OTHERWISE § �w n (' IV UNDER NO SHALL 500 OR CIRCUMSTANCESE = KHis a "�� NCm,. DE ABOVE THE BRICK GRADE FINALSHALLp 4_._ (EMaErnL AWAYBUILDINGUANDPOT OTHER FLOWE AWAY FROM z - _ , STRUCTURES. GRADING NOTES:` f._..T.._ VV FONT OF �7-- a a E REG:IININING '-' �''= .� _ 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES THAT MAY CONFLICT WITH e I I i � -'�-- _ v 112 SRF ,� / 5141vz' E 03a PROPOSED LAYOUT. THE TOP FOUR L IN L 2 INCHES OF TOP SOIL SHALL BE REMOVED FROM SITE AND STOCKPILED FOR LANDSCAPE USE. ALL CUT OR FILL SLOPES TO BE 4H:1V OR �71 T I ' - 1 7648 1 " GV / �// FLATTER UNLESS OTHERWISE NOTED. f9 N9ZlE R4 5�.22 / 3. ALL SLOPES ARE TO BE RE -VEGETATED AS SOON AS POSSIBLE WITH PLANTING APPROPRIATE TO THE _ / SITE. 4. DRAINAGE DESIGN IS TO EMPHASIZE REDUCTION OF EROSION AND RUNOFF AND MINIMAL DISRUPTION TO ADJACENT PROPERTY. Ems EA;EUENr 5. ALL EXCAVATION AND FILL PROCEDURES SHALL BE PER GEOTECHNICAL REPORT. I�vs I°)3s �T C2d �,�_` 4 6. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. PROVIDE A - _ MINIMUM OF 1.0% SLOPE AROUND BUILDING PAD. -- �� •^� + 7. CONTRACTOR SHALL PROVIDE SUFFICIENT MEASURES (SILT FENCE, ETC.) TO SHEET PREVENT EROSION OR THE TRANSPORT OF SEDIMENT DOWNSTREAM (SEE EROSION CONTROL PLAN). ODE: INTERNATIONAL RESIDENTIAL CODE EDITION: 2021 CITYIMUNICIPALITY: GRAPEVINE, TEXAS BASIC WIND SPEED: 115 MPH GRND SNOW LOAD: 5 PSF TABLE OF CONTENTS PAGE# DESCRIPTION REV. DATE LB-1a 1st FLOOR LATERAL BRACING PLAN LB-1b 2nd FLOOR LATERAL BRACING PLAN FR-la 1st FLOOR CEILING JOISTS FRAMING PLAN FR-1 b 2nd FLOOR CEILING JOISTS FRAMING PLAN FR-2 ROOF RAFTER FRAMING PLAN DTL-1 LATERAL BRACING DETAILS DTL-2 STANDARD DETAILS DTL-3 STANDARD DETAILS DTL-4 STANDARD DETAILS DTL5 STANDARD DETAILS GFD-1 GENERAL FRAMING DETAILS IBD-1 INTERIOR BRACING DETAIL 1. ENGINEERED DESIGN 1.1 THE ENGINEERED DESIGN OF THIS STRUCTURE IS INTENDED TO MEET THE FRAMING ENGINEERED DESIGN REQUIREMENTS AS ISSUDED BY THE CITY/COUNTY OF GRAPEVINE, TEXAS 12 THE ENGINEERED DESIGN OF THIS STRUCTURE IS DESIGNED FORA BASIC NAND SPEED OF PER, INTERNATIONAL RESIDENTIAL CODE, 2021 EDITION, 12 PER IRC R301 1.3 THE EXTENT OF THE ENGINEERED DESIGN *SHALL ONLY DEMONSTRATE COMPUANCE OF THESE NONCONVENTIONAL ELEMENTS WITH OTHER APPLICABLE PROVISIONS AND SHALL BE COMPATIBLE WTH THE PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEMS." 1.4 ITEMS NOT COVERED ON THESE DRAWINGS SHALL MAINTAIN STRICT COMPU NCE WITH THE I.R.C. A U Z 1n Z E 0 O N $ z w( c rip a cYi 8-8 z = °r-' o LLxxW .0 ��11 � O v e 0 :SLL z Z O to N W U Q z w w ~ Z Zc p > W X of J D_ O zO zQ ZZ Z .9J a(m =Q— W ii $ C7 2 z _ EL w N a TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196282 HEET NOTES: 1. ATTACH EXTERIOR POST (IF PRESENT) TO FOUNDATION BELOW AND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL3 2. INSTALL FLOOR-T&FLOOR SHEAR WALL PANEL STRAPS PER TYPICAL DETAIL ON SHEET DTL-2. 3. FOR GENERAL NOTES, SEE SHEET DTL-2. 4, FOR LATERAL BRAD INGO A DESCRIPTIONS, SEE SHEETS DTL-1, DTL-2 & DTL-3. J� INSTALLTIE-DOWNSAT 7C INDICATED LOCATIONS �y HOLD DOVM NOT NECESSARYAT �S THIS LOCATION IF HEADER IS CONTINUOUS OVER SUPPORT F177 I � J I I I m I I I I I I I m I I I I D I 1st FLOOR LATERAL BRACING PLAN TX FIRM REGISTRATION#: F-6417 Z 41 Z U' E .0 N $ Z C O a Z=F�� <h LL J O i� N aU `° o 0 LL a z N W U Q 93 Z F W.2S.Y I Q Z Z J O�z Z _ 0� . ILL J o Q F W ii 0 2z_ =g am W LL N Ym LB/la JOB NUMBER 25-196282 HEET NOTES: 1. ATTACH EXTERIOR POST (IF PRESENT) TO FOUNDATION BELOW AND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL3 2. INSTALL FLOOR-T&FLOOR SHEAR WALL PANEL STRAPS PER TYPICAL DETAIL ON SHEET DTL-2. 3. FOR GENERAL NOTES, SEE SHEET DTL-2. 4, FOR LATERAL BRAD INGO A DESCRIPTIONS, SEE SHEETS DTL-1, DTL-2 & DTL-3. /. j/E EXISTING FLOOR PIAN NOT IN SCOPE I 2nd FLOOR LATERAL BRACING PLAN a TX FIRM REGISTRATION#: F-6417 Z Z Z U' E o O N $ Z of m c O cn � p Z 13f 6 7 x <h 0 JOB_ d YQ��aU `° O o LL c Z Z O N tu In W U Q Z Z. W W Y H Q KU) Z In Z Z 2 Z _ i�Jlj m zi and Lu 0 2 Z =gam W LL N �m o LB/lb JOB NUMBER 25-196282 BUILDER SHALL PROVIDE CONNECTIONS AND SUPPORTING ELEMENTS FOR FRAMING SHOWN ON THIS SHEET PER I.R.C. AND LOCAL CODE REQUIREMENTS I Tl 2x72's FLOATNG � 18' RYA I1 (2)6,2 18'l2� IINI nil N nil >v U R�18' 2,12'. FLOATING ~z 16' R4) 6 "� 1 I n 16' R), II ll (2L18'202' FLOATING r I� 16' (2* VERIFY I I I I I I DROPPED BALCONY I I I I I I i6' Rxe (3)6'2.12'" W/BUfLDER I[. to f1 � WITH 12" 0SB IL L 1t m1 ml ml I I NOW CONT. FILLER Fr— —L a gIIII I--1JLl--7J4 14' I / F OR /� ; 4' 11 _14_ l I J HI ll // I 4' I I 14' R)14'2x12'eFLOA�]ljji4' E a' 13 14' 11 l �/ ,4 (2)14'2xi21 FLOATING l 2 2Y12's / _ Lv, I W t4_ Ie,ry I .I t4' I _e OPEN Tq I II/ // 4' R)74'2x12'FLOATING ABOVE / EXISTING FLOOR SYSTEM TIN 14' .1 I. SCOPE — — 11 -- (3)8'202's ,1 WTH 12'OSS CONT. 1 I FILLER r EXISTING FLOOR 1SYSTEM NOT IN / I I SCOPE I I� I 1 97 G 0 I Il IS ON I I IL G_______________ DESIGNATED STORAGEAREA WHERE CEILING JOISTSPAE SIZED TO ACCOMMODATE 1020pe(ATTIC STORAGE LOAD, PER I.R.C. TABLE R802.4R). E,JHATCHEDILDER AREAADVISE HOMEOWSTORAGE ER COULD RESULT IN REAS EXCESS DEFLECTION 1ST FLOOR CEILING JOIST FRAMING PLAN HATCHED AREA FOR STORAGECOULDRESULTRI GS, DEFLECTION AND CAUSE CRACKS IN JOISTS and/or CEILING COVERINGS, 1. JOIST AND BEAM HANGERS, WHERE SPECIFIED, SHALL BE FULLY NAILED PER MANUFACTURER'S CATALOG SPECIFICATIONS. SEE CHART ON SHEETS DTL3 & DTL-6 FOR PREAPPROVED HANGER SIZES. 2. MULTIP LE. STUD COLUMN SUPPORTS, WHERE SPECIFIED, SHALL HAVE EACH PLY NAILED TOGETHER WITH 10d COMMONS ® 9" O.C. (2 ROWS OF NAILS REQUIRED FOR 2x8 STUDS), 3. DECKING FOR UNINHABITABLE ATTICS W UMITEDSTORAGE SHALL BE MINIMUM 7116' PLYWOOD or OSB, WITH ASPAN RATING THAT MEETS or EXCEEDSTHE CEIUNG JOIST SPACING. 4. MULTIPLE PLY BEAMS, WHERE SPECIFIED, SHALL HAVE EACH PLY NAILED TOGETHER WITH 2 ROWS OF 16d SHORTS x0.131 GUN NAILS @ 12' O.C. (3 ROWS OF NAJLS REQUIRED FOR SEAMS EXCEEDING 12"MIN DEPTH). 5. REFER TO 2021 I.R.C. TABLE R502.3.1(2) FOR FLOOR JOISTS SPANS WHERE APPLICABLE. 6. REFER TO 2021TABLES R802.4(1) AND R802.4(2) FOR I.R.C.CEIUNG JOISTS SPAN CHARTS. MAXIMUM CLEAR SPAN FOR CEUNG JOIST-W / GYFSGNo CLG.10 LEE LIVE 5 LBS DEAD (NO ATTIC STORAGE) 12"O.C. 18' O.C. I 24' O.C. 2x4 11''10' 2.4 10'-9" 2x4 9.3' 2A 18'-8' 2x6 16'.11" 2,6 13'-11' 2.8 24.7' 2x8 21'7" 2.8 17'-7" - 2x10 28'-0' 2x10 25'-7" 2.10 20.11' "ZI rP. MAXIMUM CLEAR SPEW FOR CEUNG JOIST-Wl GYPSU�A CLG.20 LEIS LIVE . IOLBS DEAD (ATTIC STORAGE) 12"O.C. IW O.C. 24' O.C. 2x4 9'-3- 2x4 8'-0" 24 2.6 13'-11' 2x8 12'-0" 2X8 2.8 17.7' 2.8 15'-3" 2x8 12'.6" 2x10 20'-11' 2.10 iB'-1" 2.10 14'9" sb rr. Cl Z O ci) N W U Q Z W W ui Q K Z O V¢LUm J O Q F Lu 2z =gam ALL CEILING JOISTS SHALL BE $2 TX FIRM REGISTRATION#: F-6417 JOB NUMBER S Y P 2 &.0 24' O.C. (U N.O.) 25-196282 'I � BUILDER SHALL PROVIDE CONNECTIONS AND SUPPORTING ELEMENTS FOR FRAMING SHOWN ON THIS SHEET PER I.R.C, AND LOCAL CODE REQUIREMENTS DESIGNATED STORAGE AREA WHERE CEILING JOIST S ARE SIZED TO ACCOMMODATE /020psfATTIC STORAGE LOAD. PER I.R.C. TABLE R802.4(2). BUILDER TO ADVISE HOMEOWNER THAT USE OF AREAS OUTSIDE OF HATCHED AREA FOR STORAGE COULD RESULT IN EXCESS DEFLECTION AND CAUSE CRACKS IN JOISTS end/or CEILING COVERINGS. (2) 1 3/4" x 16' 2.0E Microllem LVL ^off 1 C 'EXISTIN- U.N.JOIST TO REMAIN \\\�\ \\ 0 H IS EXISTING FLOOR PLAN NOT IN SCOPE y /2 EXISTING FLOOR / 2 N PLAN NOT IN SCOPE / EXISTINGFLOOR EXISTING FL00 / PLAN NOT INSCOPE PLAN NOT IN SCOPE / I J / Y 2ND FLOOR CEILING JOIST FRAMING PLAN 1. JOIST AND BEAM HANGERS, WHERE SPECIFIED, SHALL BE FULLY NAILED PER MANUFACTURER'S CATALOG SPECIFICATIONS. SEE CHART ON SHEETS DTL-3 BDTL-6 FOR PREAPPROVED HANGER SIZES, 2. MULTIPLE -STUD COLUMN SUPPORTS, WHERE SPECIFIED, SHALL HAVE EACH PLY NAILEDTOGETHER WITH 10d COMMONS Q 9" O.C. (2 ROWS OF NAILS REQUIRED FOR2X6 STUDS). 3. DECKING FOR UNINHABITABLE ATTICSWTTH UMITEDSTORAGE SHALL BE MINIMUM 7116' U z PLYWOOD or OSB,WITH ASPAN RATINGTHAT y MEETS or EXCEEDS THE CEILING JOIST SPACING. Z tt 4. MULTIPLE -PLY BEAMS, WHERE SPECIFIED, R902.4(2) FOR CEILING JOISTS SPAN CHARTS. 0 J I� MAXIMUM CLEAR SPAN FOR CEILING JOIST-W./GYFDIN W CLG.10 LBS LIVE , 5 LBS DE40 WO ATTIC STORAGE) 12, D.C. 16, O.C. 24" O.C. 0 2.4 11'-10" 2.4 10'-9' 2,4 9'-3" 2.6 18'-8" 2.6 16'-11" 2.8 13'-11" O Z 2xe 24'7 2.8 21'-7- 2x8 17'7" - 2.10 26'0" 200 25'-7' 200 20'-11" - A2 YP. MAXIMUM CLEAR SPAN FOR CEILING JOIST-W./GYPSfJM Z CLG20 LBS LIVE , 10LBS DEAD (ATTIC STORAGE) 0 12'O.C. 16'O.C. 24"O.C. N 2x4 9'-3" 24 13'-11" 2x4 8'-0' 2.6 124" 214 6'-7" 2. 9'-10" W 33 W V 3 Z 2.8 17'-7" 2e8 15'-3° 2.8 12'-e 2x10 20'•11" 2x10 18'1" 200 14'-9" Z O ' r LLI W X KZco) rnZ Q U Q m Z W O < m a J O Q � � Z rw.an. n�E ru��u.e�T ox og� = .Tl:.—x w:w.-LM 1.1. u«. W ALL C-613 MUST RAPPROVED N m O FR/lb ALL CEIUNG JOISTS SHALL BE i2 TX FIRM REGISTRATION#: F-6417 JOB NUMBER S.Y.P.2x8's ® 24" O.C. (U.N.O.) 25-196262 'I BUILDER SHALL PROVIDE CONNECTIONS AND SUPPORTING ELEMENTS FOR FRAMING SHOWN ON THIS SHEET PER I.R.C. AND LOCAL CODE REOUIREME14TS PER SECTION R802.3A OF THE I.R.C., RAFTER TIES or SOME OTHER METHOD OF RESISTING OUT THRUST SHALL BE INSTALLED WHERE CEILING JOISTS ARE PERPENDICULAR TO or ARE OTHERWISE NOT CONNECTED TO RAFTERS. SEE "CEILING PERPENDICULAR TO RAFTERS' DETAIL ON SHEET DTL-4 FOR TYPICAL INSTALLATION. 12' — — I� 2' 2 20 ll 1 �1g ° 12' I _ — I. 20' 12' i i _ 20 I II — 11 20' 1 I �I— 12' ��ITyI --12' 20' — �L 9 0 - I 0. I I 20,11 11 zo' 11 I I 2 L i �L 20, �T - — 0' — Icy- 1L— fl 1 PO — /� — I I j I AWNING BY OTHERS ROOF RAFTER FRAMING PLAN ALL RAFTERS SHALL BEQ S.Y.P.2x6'.024"O.C. (U.N.O.) ALL HIPS, RIDGES &VALLEYS SHALL BEQ S.Y.P. 2x6'. (U.N.O.) IF SLATE ROOFING MATERIAL IS USED RAFTERS SHALL BE 42 S.Y.P. 2x8'. ®24" O.C. (U.N.O.) 1. RIDGE. HIP. VALLEY, AND PURLIN LOADS SHALL BE DISTRIBUTED TO WALLS OR BEAMS BELOW BY'T' BRACES. REFER TO'T-BRACE SCHEDULE' ON SHEET DTL.4 FOR SIZING INFO. THE'T" BRACES SHALL BE INSTALLEDAT AN ANGLE GREATER THAN 45 DEGREES WITH THE HORIZONTAL. BRACE PURLINSAT4'-0" O.C. MAX. 2. RAFTER SPANS EXCEEDING I.R.C. SPAN CHARTREOUIREMENTS (LISTED IN NOTE IM) WITH THE HORIZONTAL DISTANCE SHALL BE BRACED WITH A PURUN. SEE SHEET DTL.4 FOR DETAILS. 3. THE ROOF SUPPORT FRAMING IS DESIGNED TO SUPPORT AN ASPHALT or COMPOSITION SHINGLE ROOF. VARIATIONS FROM THIS TYPE OF ROOF COVERING SYSTEM MUST BE BROUGHT TO THE ATTENTION OF THE FRAMING ENGINEER FOR RE -DESIGN. 4. REFER TO 20211.R.C. TABLES R802.5.1(1) AND R802S.1(2) FOR ROOF RAFTER SPAN CHARTS, FOR COMPOSITION ROOFING MATERIAL. S. REFER TO 20211.R.C. TABLES R802.5, 1(3) AND R8025.1(5) FOR ROOF RAFTER SPAN CHARTS, FOR SLATE ROOFING MATERIAL 6. ANY CHANGESINTHE FIELD REGARDING ROOFING MATERIAL MUST BE BROUGHT TO NOG ORgTEX''.AATCTLEENgTIIOSN FF�ORpRpERDIESIIGGNN.. PSUM CEILING- STANOAD ROOF COVERING 'IS S LIVE DID 12' O.C.20 18" O.C19 S D . 24" O.C. 21 6 14'-E 2x6 14.1" 2x6 11'-0' 2x8 19'.62x8 18'-6" 2x8 13'. V 200 23.5" 2.10 23.2" 2x10 2x12 26'0" 202 26'•0" 2x12 !2 YP. IWU W/GYPSUM CEILING- ST EILING-STANDARD ROOF COVERING 12"0.C. 16"O.C, 24" O.C. 2x6 13'-6" 2x6 11'-8" 2x8 "1 2x6 17'-1" 2x8 14'A" 2.8 12.1' 2,10 20'-T 2x10 17'-6" 2x10 14'•4' 2x12 23''.9 2x12 20'-8" 2x12 18'-10" #2 YP. a A k4 Z U' o O N $ 2 O r s Z 7 �QM St xxLL LU � O v V O UL Z Z O V) N wUQ W W ~ Z p� r LW+IX Q X U) U Q J DO Z W D U J m a J = Q F =O w w EL w N �m o FR12 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196282 TOP PLATE ELEVATION 2-BMPSON HTT4.159' DIAANCHORBOLT, INSTALLED WASIMPSON SET EPDXY, 7" EMBEDMENT, 1ILTERNATMELY, INSTALL 2-BMPSON UNDID AND a)12' J-BOLTS 7' EMBED)BCfORE CONCRETE POURI —7116" PLYWOOD a OSB SHEATHINGWTHBd COMMON NAILSAT4" O.C. ATPANfl®GES ANDAT 12' GO INFIELD /--12' DIA ANCHOR ROD; DRILL AN DINSTALLWSIMPSON SET EPDXY, 7' EIBEDMENT (ALTERNATIVELY, INSTALL 12'dBOLT BEFORE CONCRETE POUR) L -i II Il, 1 A lr x Ir fir• f. DETAIL N WALL STIFFENER PANEL w/ (2) HOLD DOWNS SCALE: N.T.S REFER TO LATERAL BRACING PLAN FOR EXTENT OF SHEATHING REQUIRED / TYPICAL '\ / HALLWAY OR ROOM TYPICAL PRESENT) / OPENING (WHEN PRESENT) 1../ �. DETAIL I INTERIOR SHEATHING DETAIL SCALE: N.T.S NOTE: THE ELEVATION SHOWNISFOR FOR ILLUSTRATIVE P6 ONLY" MAY DIFFER FROM ACTUALCONOIT IONS TOPPLATE I ELEVATION TOP PLATE I J REFERTO LATERAL BRACING PLAN FOR ELEVATION K - L� �.---F _ EXTENT OF SHEATHING REQURED = TOP PLATE I I ELEVATION ItIl' PLYWOOD., OBB SHEATH WALL AREAS ABOVE, \ / / SHEATHING WITH Bd OPENINGS WITH ACENT 716"P COMMON NAILS AT OPENINGS WITH 7/18"PLYWOOD. 4"O.C. AT PANEL OSB. 2x BLOCKING SHALL BE a—Z WINDOW. / EDGES AND AT I2' INSTALLEDATALLIOR21NTAL LDO 12'DRANCHOR DOOROPENING O.C. IN FIELD PANEL JOINTS, AND VERTICAL / ROD; DRILL AND EN PRESENT) PANEL JOINTS SHALL OCCUR OVER r INSTALL W SIMPSON lSIMPSONHTT4w/5R' / I SET EPDXY, 7" DIA ANCHORBOLT STUDS. USE Sd DOMINION NAILS INSTALLED VYSIMPSON / / ®4'O.C.®PANEL EDGES AND EMBEONlE4T SET EPDXY, 7"EMBEDMENT, / ®12' O.C. IN THE FIELD. (ALTERNATIVELY, IALTERNATIVELY, INSTALL / INSTALL 12' J-BOLT 2-SIMPSON STHD10 BEFORE CONCRETE AND (2)12' JBOLTSPOUR) Q"EMBED)BEFORE / CONCRETE POUR( NOTE: � . 1 THE SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAYDIFFER FROMACTUAL CONDITIONS 12' DIAANCHOR ROD; DRILLAND INSTALL wf SIMPSON DETAIL D NOTE SET EPDXY, 7"EMBEDMENT (ALTERNATIVELY,INSTALL CONTINUOUSLY WALL SEE PLAN FOR HOLD DOWN PLACEMENT I0J-BOLT BEFORE CONCRETE POUR) SCALE: N.T.$ INSTALL SIMPSON 12' x 6' LG. BTEN HD (THD5DWOH) ® 4.0" O.C, PER MFG.'S INSTRUCTIONS DETAIL B WALL STIFFENER PANEL w/ HOLD DOWN IN CORNER SCALE: NT.S 4'A' MNIML)M TOP PLATE ELEVATION 7MS. PLYWOOD OR OBB TOP PLATE I SHEATHING WITH Bd ELEVATION ''��[[� COIVMONNAILSAT 711B' PLYWOOD OR OSB \ 4" O.C. AT PANEL EDGES SHEATHING VATH Bd \ AND AT 12' O.C, IN FIELD. COMMON NAILS AT PROVIDE 2X BLOCKING 4" O.C. AT PANEL EDGES ATALL HORIZONTAL AND ATOHALL FIELD. PANEL JOINTS. ALL EDGES SHALL BE \ BACKED INCLUDING 12" DIA ANCHOR ROD; DRILL I� HORIZONTAL JOINTS AND INSTALL WSIMPSON OR WHICH OCCUR IN IM SET EPDXY, 7' EMBEDMENT ABOVE B'-0". PROVIDE2X (ALTERNATIVELY, INSTALL BLOCKING ATALL 12'J-BOLT BEFORE 1x4 NOTCHED INTO HORIZONTAL PANEL CONCRETE POUR) STUDS. NOTCH MUST JOINTS. OR \ \ BEAR ON DIAGONAL a BE REINFORCED WITH METAL STRAP. ix4 NOTCHED INTO MTU05. NOTCH MUST \ BEAR ON DIAGONAL 3,000PSI CONCRETE BE REINFORCED"I- METAL STRAP. 4.- •y.. v:.. •..y.•� .:,, ", SHEATH WALL AREAS 3,DOOPSICONCRETE 45DEGREESMN. ABOVE, BELOW AND ADJACENTTOOPENINGS TO 60 DEGREES(MW(.) DETAIL SHEATHING ONi BOTH PERFORATED SHEARWALL DETAIL SIDES 2x BLOCKING SHALL BE INSTALLED ATALL SCALE'. N. T.S HORIZONTAL PANEL JOINTS, AND VERTICAL PANEL JOINTS SHALL OCCUR OVER STUDS. USE 12' GALV. ROOFING NAIL OR STAPLE x 1 59" LONG; OR 159" SCREWS TYPE WI OR S AT7" O.C. FOR EDGE AND FIELD. ll NOTE: USE A METALLISCANNER TO LOCATE EXISTING CABLES 4'4" MNINRIM I 45 DEGREES (MIN.) • -• .. .. .. -- . . TO SO DECREES (MAX.) I NOTE: SEE PUN FOR HOLD DORM PLACEMENT DETAIL G PERFORATED SHEARWALL CORNER DETAIL SCALE: N.TS NOTE RED THERMO-PLY IS ANALLOMABIE SUSSTNUTKlN FOR OSBPLYWOOD SHEMHINS SEE GFD4 FORADDITIONAL INFORMATION SHEATH CONTINUOUSLY AROUND CURVED WALL (ABOVE. BELOW. AND BETWEEN OPENINGS) WITH ENERGY BRACE 0.106' STRUCTURAL WALL SHEATHING (RED LABEL) OR EQUAL PROVIDE BLOCKING ATALL HORIZONTAL EDGES, AND VERTICAL EDGES SHALLOCCUR OVER STUDS. USE NO, 11 GAUGE 1114' GALVANIZED STEEL ROOFING NAILS OR 7116'CROWN X 1114' LEG NO. 16 GAUGE GALVANIZED STEEL STARES @ 3' O.C. ® PANEL EDGES AND ® 6' 0 C. IN FIELD. PANEL EDGES MAY BE BUTTED OR LAPPED 3A MINIMUM. LATERAL BRACING DETAILS W U Z N Z 0 o O" 8 Z - - C O U o a a x=o s j O X O J O i N LL w > C 00 wI- a m O O v LL c Z z O - VSILL CORNER., PANELEDGE CLOSEST TO CORNER to w W lb W U a Q Z } W 7L F,H Yn N CJ N lL 12'DIA ANCHOR ROD; DRILLAND INSTALL W/SMPSON SET EPDXY, Q Z Z Z = 7' EMBEDMENT IALTERNATMELY. ? LJ m W INSTALL I2'DLA. J-BOLT m p'EMBEOMEN,BEFORE Z) J a Q O H CONCRETE POUIq. = (n j O W # 2 CD 2Za SIMPSON 11174 W 59" Q 0 AANCHOR ROD, INSTALLED VW SIMPSON —N = (L SET EPDXY, I" EMBEDME4T). W IALTERNATIVELY,INSTALL LL SIMPSON STHB10 N BEFORE CONCRETE POUR] L. \\\\ 2 12 H TX FIRM REGISTRATION#: F-6417 Ym DTL11 JOB NUMBER 25-196282 FRAMING GENERAL NOTES 1. ENGINEERED DESIGN 1.1 THE ENGINEERED DESIGN OF THIS STRUCTURE IS INTENDED TO MEET THE FRAMING ENGINEERED DESIGN REQUIREMENTS AS ISSUED BY THE CITY OF GRAPEVINE, TEXAS 12 THE ENGINEERED DESIGN OF THIS STRICTURE IS DESIGNED FOR A BASIC WIND SPEED OF 115 NPHPER INTERNATIONAL RESIDENTIAL CODE2021 EDITION 13 PERIRC FW1.2 THE EXTENT OFTFE ENGINEEREDOESIGN 'SHALL ONLY DEMONSTRATE COMPLIANCE OF THEBE NONCO MENTO NAIL ELEMENTS WITH OTHER APPUCABLE PROVISIONS AND SHALL BE COMPATIBLE WITH THE PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEMS.- 1 A ITEMS NOT COVERED ON THESE CWAWINGS STALLMAINTAIN STRICT COMPLIANCE WITH THE I.R.C. 2. WOOD SPECIFICATIONS 2.1 ALL STUDS SHALL BE SPF STUD GRADE OR EQUIVALENT. 22 SILL PLATES SHALL BE PRESSURE TREATED DIP S.Y.P. 23 RAFTERS AND JOISTS SHALL BE RB S.Y.P. WITH A NO DULUS OF ELASTICITY, E=1,600,0001.1 UNLESS NOTED 0THERNISE. 2.1 HEADERS AND BEAMS, WHEN SPECIFIED, SHALL AVEA MINIMUM MODULUS OF ELASTICITY, E-1,800,DW pd, AND TABULATED BENDING STRESS, FE.2R00 pd, UNLESS NOTED OTHERWISE. 3. EXTERIORWALL BRACING 3.1 THIS SHEET REPREBENTS THE EXTENT OF THE LATERAL BRACING WHICH NEEDS TO BE INSTALLED TO COMPLY WITH SECTION f6a2.10OF THE IRC. THERE ARE AREAS WHICH DO NOT CONFORM TO THIS SECTON. ENGINEERED SOLUTIONS AS SHIOWNARE PROVIDED TO ENSUREAMOUATE PEWORM VICE WITH THE SYSTEM 32 ALL STRUCTURAL PANELSHEATHING, LOCATEDAS SHOWNON THE PLAN SHALL BE 744' THICK PLYWOOD DROSS. PANELS :ALL BE SECURED TO FRAMING WITH 1 12- LONG, 18 GAUGE STAPLES OR Bd COMMONS SPACED AT 7O.C. AROUND THE EDGE ANDS' O.C.INTHE FIELD. 33 A2x HORIZONTAL BLOCKING MEMBERSALLBE INSTALIEDAT ALL HO RZONTAL JOISTS FOR STRUCTURAL PANEL WOOD SHEATHING. THE BRACING PLAN AS SHOWN ON THS SHEET SHALL BE REFERRED TO FOR THE BRACING LOCATIONS. 3A IFSIMPSONSTRONGWALLS ARE TO BE USED, CONSIDERATION SALBE GIVEN TO PLACING THE ORDER WITH APPROPRIATE LEAD TIME (POSSIBLY AS MUCH AS 2WEEKS) AS ALL PRODUCTS AY NOT BE IN STOCK. 3b WHEN DRILLING INTO THE SLAB FORHOLDOWNS ORANCHOR BOLTS, CARE SHOULD BETAKEN TO AVOID DAMAGE OF POST -TENSIONED CABLES. TOP PLATE ELEVATION EXTEND HEADER ACROSS ALL OF — THE JACK STUDS Sd COMMON NAILS 03'! O.C.E.W.THIS AREA ME" PLYWOOD or OSB WIN COMuTON TOP PLATE NAILS @ 6' O.C. AT PANEL EDGES AND ELEVATION 12'O.C. IN FIELD FsF��. '`— CRIPPLE STUDS 7/78'a 08B p/ HERDER- HORIZONTAL PANEL JOINTS, IF SEEPLANFOR REQUIRED, SHALL OCCUR WITHIN 24" BEAM SIZE(TYP.) OF MD -HEIGHT, PROVIDE 2X BLOCKING .1 Mid SINKERS @ 3" O.C. ON EACH SIDE OF BEAM J OUTSIDE FACE OF WALL NOTE: RED THERMC-PLY IS AN ALLOWABLE SUBSTITUTION FOR OSIVPLYWOOD SHEATHING. THE FASTENERS S ATTACHMENT PATTERN SHALL BE IN ACCORDANCE WITH TABLE ON GFDH. SEE GFD/1 FORADDMONAL INFORMATION. PROVIDE SOLID2X BLOCKING BETINEEN HEADERS TOP PLATE ELEVATION Iz �STUDSA SACEEPERMTS.HT STRAPS ACROSS (; g HEADER TRANSITION -(2)2K4 JACK STLOS LL EACH END (TYP) r KING STUD FASTEN 2X PLATE TO or EACH END �^ 2-SIMPSON MS727 ~� HERDERWIIH2 ROWSrt STRAPSor ATTACHEMENT TO FOUNDATION Z O N *�MZONTALPROJECTON LL U Q z W W ~ Z p W X QXZ Z —I O�Z — z ma J0< =)I w zzll Z _ EL E LLJ LL U 4'P�E OF TFX�s11 u Y O Z / IGOR I TEPLITSKIY /14 94973 CIN kk DTL/2 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196282 10, EEPLANFOR _ HEADERSIg 2x4COMIO NkILWTFI ^ ARCHITECTURAL FASCIA 2A COMMON NAIL I T 17 O,C r/ 2x4 BLOCK TYPIC4LATCORNERS ATP•D"O,C. i EACH SID 170A THRU80LT �� MN4 EACH CORNER ®24"O.C, TYP. 10d COMMONNAILS 10tl COMMON NAILS OPENING BELOW 7A8" AT@O.C. — or ODD / 7A@' PLYWOODa OSB AROUND STEELUNTEL. SEE SCHEDULE PERIMETER NAIL WITH IOd COMMON NAILS AT@'O.C.,® PA4ELEDGESAND72 • //// O.C. AT INTERIOR SUPPORTS TYPICAL LEDGER ANGLE SECTION Y-Y SUPPORT DETAIL IDo COMMON NAIRT NAILNG: CHIMNEY FRAMING PUN 70tl COMMON N41LSAi72'O.C. SCALE: N.1.S 9CALE: N.T.B EXTEND SHEATHING 2 STUD SPACES (O.0.E1A() "TON LSTA30 or EQUAL HIGHTOP PLATE %W 21-1. NAILS % 7 ELEVATI EL iRON GIJ ATE / L STUD BEYOND 12" DIAANCHOR ROD Cr ENBEONBJT) @ 8'-0" y� %/ �y WASHERAND O.C,IAAXIMNMALONG EXTERIOR WALL LINE, NUTREOD —�— IMTHIN ITOFVAILL CORNERS, AND WTHIN4" TO 12" OF SILL PLATE BUTTJOINTS, DRILLAND 381hfSON S0S1Mr.4bW000 PRESSURE TREATED 2x 9LL INSTALLrv151(MBONSET EPW(Y (ALTERNATIVELY, SCREWS INTO EACH SIDE PLATE (A2 BY.R a EQUAL) INSTALL J.BOLTS BEFORE CASTING THE SLAB) OFCHIMNEYFRA,4E • /// ATRAFTERANOCEJUNG PENETRATIONS. TOPOFCONCRETE jjj ELEVATON .. `. SEE SHEETNOTE2 1O ANCHOR BOLTS lul 5W0 BEYOND MAJdM M48GEXTEANCHORS®5-0'O.C. �qRAFTERS M410MUMALONG EXTERIOR WALL LANE, ATTAIN ITOFUMUL CORNERS, AND WTHIN 4"TO 12" PRESSURE TREATED 2x BILL OF PLATE BUTT JOINTS, ONSTALL BEFORE SECTION X-X PLATE (i25.Y.P. or EQUAL) CASTING THE SLAB) • �// CHIMNEY FRAMING PLAN SCALE: NT.S TOP OF CONCRETE / 1" INTERSECTION POST ELEVATION ' CAP SEE SCHEDULE •: b / (KDE NOFJOIST) "Y POST COLUMN INTERSECTION POST '_ .*.: CAP SEE SCHEDULE BLOCKING , .. M10SILLANCHORS CEIUNUOISTS POST COLUMN •"// TYPICAL EXTERIOR WALL SILL PLATE ATTACHMENT DETAIL Its (USE METHOD 10 or 02 ) CHIMNEY FRAMNO ELEVATION I SEE SHEET NOTE I SMLE:N.T.S TYPICAL CHIMNEY POST RISE WIND BRACING DETAIL SCALE: NT.3 BASE SEE SCHEDU E SEEPOSSCHEDULE f SEE 50ANCHORRDD \\\\\\ INSTALLED WITH SIAPSON 9ET EPDXY P" EMBEDMENT) PtrcOFTF�111 TYPICAL EXTERIOR POST A/ A %............................ .. ATTACHMENT DETAIL IGOR 1 TEPLITSKIY % SCALE N,T.3 err., 94973 rr�� FSsioHai.E���a�r % 7 7,7� \y `GEL. / / / SOLID BLOCKING /I TOD OR OSB HEAATTHNG.18d QC. 0 PANEL EDGES AND 012"O.C.IN FIELD �,- i -1� •, /1, +'• I (2)1/YDIAANCHORBOLTS, I INSTALLED WISIM'SON SET EPDXY (P MN EMBEDNEIJ'T) POSTCOLUNN CONNECTION SCHEDULE(SIMPSON) POST CAPS POSTSQE "L"INTERSECTION TINTERSECTON POST BASE POSTSIZE 4x4 LCE4(EACH SIDE) AC4(EACH SIDE) ABU44 (3)2x4e 6xa LCE4 (EACH 6IDE) AOS EACH SIDE) ABU66 (4)2x8'e 8x8 BCB BOB ABI� (6)2x8e 10x10 LCEA(EACH SIDE) R)LCE4(EACH SIDE) CB1010 (e)2x1@e 12.12 LCE4(EACH SIDE) nCE4(EACH SIDE) C81212 pain NOTE& 1. USE SIMPSON ZMAX FINISH or LISP EQUIVALENT FOR POST CONNECTORS WITH PERMANENT EXTERIOR EXPOSURE. 2. USE PRESSURE TREATED WBBERWHENWOODIS PERMANENTLY EXPOSED TO THE ENVIRONMENT. GENERAL FRAMING DETAILS TYPICAL TOP PLATE ELEVATION CHANGE DETAIL SCALE; NT.S PRE -APPROVED STRUCTURAL CONNECTORS CROSS REFERENCE TABLE SIMPSON UBP STRUCTURAL SIAPSON UBP STRUCTURAL STRONGGTIE CONNECTORS STRONGTE CONNECTORS A34 MPM LTS12 LTS12 AM 4 PAU44 LTP4 MP4F ASISS PAM UUM JUS28 AC4 PB544 LUS20-2 IU1282 AM PBSei WS264 JLJ8283 CS78 RS150 WS28 JU628 H3 R73 LUSM2 JU928-2 H4 R73 LUS283 JLG283 HGA10 HGA10 WS210 JU3270 HHUS410 THD410 LUS21 G2 J1.B M HRAS5.5DAO THD510 LUSNO0 JLS21D3 A HTT18 MAS FA3 HTF22 HTT22 NMT27 KST227 11.2103 R2104 SPH1 SPTH4 H1,212-3 H,023 SPHB SPTHB FAME HU48 LA SUH110 LSTA24 ISTA24 Ulu SUM14 LSTA30 LSTA30 BUILT UP POSTS TREATED BILL PLATE SIZE WOOD SPACES # OF BOLTS 2x4x4¢' SYP AQ 1 2x8 x6" SYP 42 1 2x8 x8" SYP42 2 2x10 x8" 6yP A2 2 202 x12" SYPffi 3 u. ov.wu.,H.u�nxaio k4 U Z Tn Z L5 o ON $ 0 " 42 c Q U S, Z F O U. W p p O K �O �l 0 u- Q 2 Z 0 (n N W U Q ww ~ Z w X QwzOU)z U QZ, zw � (.9 m LLl J 0 Q F =O W ii $ C7 2z_ ll.I ILL. N O DTL13 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196282 ROOF RIDGE BEAM or FUDGE PLATE 4.10tl COMMON NAILS � NU COMMON NAILS ROOFRARER 2x4 COLLAR NEFS @ 49' O.C. (LOCATE IN UPPER IA OF ROOF RARER) COLLAR TIE CONNECTION DETAIL SCALE: N.T.S NAIL HORIZONTAL LEG OFSTRONGBACK NAILVERTICALLEG OF TO EL JOIST W 08d COMMONS STRONG BACK TO RAFTER MOOd COMMONS CONTINUOUS Ryxl or Q)2B �STRONGBA(X (V)®4S'O.C. 1 OLDCKIN)AS CEIUNOJOISTS REQUIRED (OPPO NIL) ONE SIMPSON H3or EQUALAT48.O.C. CEILING JOISTS PERPENDICULAR TO RAFTERS SCALE: N.T.S COMMONNAILS FROM CEILING JOIST TO FORVAULTED CEILINGSUNGS ONLY INSTALL ONE RAFTER TAIL UNDER CEILING JOIST (OPOO NAIL) ONE SIMPSON HGA110 EACH RARER. IF RAFTER SIZE IS BIGGER THAN NB, APPLY SHEETROCK NAME BETWEENRARERB VAULTED CEILING DETAIL SCALE: N.TS FUR. INTO MATCH RARERSIZE T-BRACE NAIL RANGE TO WEB FLANGE WIOd COMMON8av O.C. T-BRACEWEB T-BRACE PURLIN SUPPORT SCALE: N.T.S M INIM DOUBLE ROOF RARER EPT USE TRIPLE ROOF RAFTER FOR TRIPLE 2x10 OR RAFTERS ­,.RAFTERS MINIMUM �)1 OJERBEAMSI �/-'RATERS— COMMON NAILS PER Pl _Ar CEILING BEAM CEUNG BEAM (VPTIONAL)A SIMPSON MAIO. W `CEIUNG BEAM RAFTER TAILS ��RAFTER TAILS ��RAFTER TAILS NUMBER OF ROOF RAFTER TAILS To 'MATCH NUMBEROF PUSS IN DOUBLE -PLY CEILING BEAM SUPPORT ALTERNATIVE DOUBLE -PLY CEILING BEAM CEILING BEAM SUPPORT F RAFTER SIZE IS BIGGERTHAN BETWEEN SH RAFTERS NAILER ROOF SUPPORT JOIST DETAIL BETWEEN RAFTERS SCALE: N.T.S TRIPLE -PLY CEILING BEAM SUPPORT NAILVERTICAL LEG OF STONES ACK TO RAFTER NAIL HORIZONTAL LEG OF STONGBACK TO EACH CEILING JOIST./Q)SI COMMONS W (4)10d COMMONS CONTINUOUS R�K/ OR R}'>x8 STRONGBACK(`)®49' O.C. J S� REQUIRED IF RAFTERSIZE IS BIGGER THAN- `((OPTIONAL) SIMPSON H OA10 COMMON NAILS FROM ' CEILING JOIST TO RAFTER (OPTIONAL) ONE SIMPSON H3or ECUALAT41 O.C. NOTE: NOTCH IN ROOF RAFTER SHOULD NOT EXCEED IN OF THE RAFTER DEPTH RAFTER ATTACHMENT TO TOP PLATE DETAIL SCALE: N.T.S "r BRACING SCHEDULE HEIGHT REQUIREMENTS SECTION _ 140 R. 2.4-r BRACING tx4 ,.. 1120 R. 242xa'r BRACING 21.30FT. 2024-r BRACING NOTES 1. REF ER TO SHEET DIM FORFRAMING GENERAL NOTES, 2. RAFTERS, RIDGES, MPS AND VALLEYS SHILL 1E1E S.V.P.I EQUAL, 3. RIDGE, HIP, VALLEY, AND PURLN LOADS SHALLBEOISTRIBUTEDTO WALLSor BEAMS BELOW BY"T' BRACES, REFER TO 7-BRACE SCHEDULE" ON THIS SHEET FOR SONG. THE" T' BRACES SHALL BE INSTALLED AT AN ANGLE GREATER THAN 45 DEGREES WITH THE HORIZONTAL BRACE PURUNS AT 4.0- O.0 MAX. 4. RAFTERSPANS EXCEEDING I.R.C. SPAN CHART (LISTED ON SHEET FR3) WITH THE HORIZONTAL DISTANCE SHALL BE BRACED WIFH A PURLIN MATCHING THE RAFTER SIZE IT IS BRACING. S. THE ROOF SUPPORT FRAMING IS DES IG NED TO SUPPO RT AN ASPHALT .COMPOSITION SHINGLE ROOF. VARATIONS FROM THIS TYPE OF ROOF COVE FONG SYSTEM MUST BE BROUGHT TO THE ATTENTION OF THE FRAMING ENGINEERFOR REDESIGN. GENERAL FRAMING DETAILS —�gOFTF�� 1 / co • . x � � IGOR I TEPLITSKIY. �.................. .......... . re Z Tn Z o ON $ z C r07 p a cYi�� z = °r-' o 7 Lq St xxLL LU pp �R O v O � LL le z Z O N W U UJ Q W ~ Z p r UJiw X 10 Lu QwZO�z Z J Z - Lag� mLU J = Q F =O W z LLI LL N ( .0% 4 7 Jam\ S/0 EN DTL14 TX FIRM REGISTRATIONk F-6417 JOB NUMBER 25-196282 NOTES: 1, REFER TO SHEET DTL-1 FOR GENERAL NOTES. 2. All FASTENERS (INCLUDING NWLS, SCREWS, BOLTS, AND THREADED RODS) IN CONTACTWITH PRESSURE TREATEDWOOD SHALL BE HOT -DIPPED GALVANIZED QIORTEX RECOMMENDS G185 GALVANIZING). ALL SIMPSON CONNECTORS IN CONTACT WITH PRESSURE TREATE D WOOD SHALL HAVE THE Z-MAX FINISH 3. BMCKONW000 SUPPORT BEAMS ARE SIZED TO MEET LSOI DEFLECTION CMTERA 4. ALL BRICK SUPPORT BEAMS SHALL BE 42 S.V.P. or ED UAL BRICK ON WOOD DETAILS BRICK ON WOOD -PARALLEL FRAMING GUPPORT SPAN I BRICK HEIGHTABOVE BEAM s4'-0' ee I: wN 4'-0' < SPAN�jlyNd�a% ra'e (�'Rzes (�a2zxlls'(J s 10-11' < SPAN s11B 40'" (3'Rxize ( pz.y "K"'2s (71ya2's (2n25 Te r �ENGIEE D—REQUIRED A BRICKVENEER -------------- I I I I I 1 1 I I I sWOYMALL I I I I 1 1 1 I I I I BEYOND NOT I I I I I I I I I I I SHOWNFOR I I I I I I I r I I l I l I I 1 I CLARITY �I TYPICALWALL f SUPPORT BELONBRICK SUPPORT BEAM SPAN PRESSURE TREATED BRICK SUPPORT BEAMSEE SCHEDULE TYPICAL DETAIL - BRICK ON WOOD BRICK VENEER PARALLEL TO FRAMING SCALE: NITS BRK:K OR STONE 5A1"OIAM. LAG SCREWS STEELUNTEL, (312' LONG)G 32' O.C. PAINTEDAND FLASHED. SEE CHART WALL STUD ff ATTACH INTERIOR PLY TO EACH STUD WITH MINIMUM 340 WOOD SCREWS ADJACENT (P MIN. LENGTH); NAILEACH ADDITIONAL PLYWITH3.10J RAFTERPJOIST COMMON NALS G EACH STUD PRESSURE TREATED -'"- 9MCK SUPPORT BUM SECTION A -A SCALE: N T S WAM.STUD BRICK Q'STONE 5M3' DIAM. LAO SCREWB STEEL UNTEL IS12'LONG) G32' O.C. PAINTEDAND FIASHE0. SEE CHART aJ0FTER 16T NAIL EACH PLY TOGETHER W 2 ROWS NAIL EACH END OF EACH PLY OF16d COMMON NAILS G IT 0. C OF BLOCKING TO JOIST WITH PRESSURE TREATED (3)2x4 BRICK MNIMLM 9)Bd COMMON TOE SUPPPORT BLOCKING BETWEEN AWLS JOISTS TYPICAL DETAIL - BRICK ON WOOD BRICK VENEER PERPENDICULAR TO FRAMING SCALE N.TS it--DIAM LAG BOLTS p" LONG) G24' O.C, TYP. 8 STEEL O O RISESEE ARCH PUN CLEAR SPAN MIN. MN, REARING LENGTH BEARING LENGTH TYPICAL EACH END OF LINTEL ARCH CLEAR SPAN MNIMIMLINTEL SIZE MINIMUM BEARING LENGTH SPANS, S-0' L712 x 312 x 114 4INC HES G'C'<SPAN , 12'-0' US x4x12 41NCHES TYPICAL BRICK ARCH LINTEL ARCH CLEAR SPAN LESS THAN 6'-O': RIDGE BEAM ar OTHER ROOF FRAMNG MEMBER PEFFECTME SPAN WHEN NO MN. DEL RAFTER OPPOSITE ADDITIONALTBRACES PROVIDED) BRICK ON W000 SUPPORT p BEAM T-BRACE SUPPORTED BY STUD WALL OR BEAM BELOW r I I I II RUCK VENEER STUD WALL ROOF SLOPE BEYOND NOT (SEE ARCHITECTURAL SHOWN FOR PLANS) PRESSURE TREATE CLARITY ADDMONAL T-BRACE AS REQUIRED TO BRICK SUPPORT REDUCE EFFECTIVE SPAN (SUPPORTED BY SEAM SEE PLAN A WALL SUPPORT BELOW STUD WALL OR BEAM BELOA0 EFFECTIVE SPAN 1. STEEL UNTELS ARE OPTIONAL, FOR SELF-SUPPORTING MASONRY: 2. USE TYPE N MORTAR CEMENT. PROPER SHORING AND AMPLE MORTAR SET TINE ARE IMPERATIVE. 3. EXPANSION JOINTS SHALL NOT OCCUR OVER THE ARCH OR WITHIN 5 OF EITHER SIDE OF THE ARCH OPENING, 4. ATTACH 7116" OSB TO THE WOOD FRAME BACKING BEHIND THE ARCH AND CONTINUE A MINIMUM OF 3' ON EITHER SIDE OF THE ARCH OPENING. USE 6d COMMON NAILS @ 6' O.C. @ PANEL EDGES AND 12" O.C. IN THE FIELD. Ile 4O14:7:109:L1ulllk [all is/:lI W. TYPICAL DETAIL - BRICK ON SCALE: N.T S WALL SN01 or sl UNt SA" DAM. LAG SCREWS \\\ @ VVUONK3)G 32' O.C. STEELLINTEL, T_' ATTACH INSIDE PLY AT EACH STUD Wk3)W D" LAG SCREWS(B LONG) PAINTED AND. ATTACH EACH ADDITIONWLPLYAT FLASHED SEE EACHSTUDWJMN "WCOMMON CHART NAILS • LOW ROOF FRAMING MIN PRESSURE TREATED (3)2x8 BEAM IF APPLICABLE FLOOR FRAMING ORHEAOER (SEE PLAN) IF APPLICABLE (SEE PUN) STUDWALL, IFAPPUCABLE __v/_ (SEE PUN) TYPICAL BRICK ON WOOD SUPPORT @ LOW ROOF SCALE: N.T.S ARCH CLEAR SPAN OF6CO" OR MORE: 1. STEEL LINTELS ARE REQUIRED. SEE DETAIL BELOW. 2, ATTACH LAG BOLTS TO SOUD WOOD HEADER OR BLOCKING 3. LINTEL SHALL BE PAINTED AND FLASHED (VORTEX RECOMMENDS 40-ML, RUBBERIZED ASPHALT FLASHING) 6. TX FIRM REGISTRATION#: F-6417 Z N Z (7 E .0 8 Z Of C 4 O Y0 0 X V1 p a U o v Z F O 4 O _J d x _J > C (D @a O O vLL a Z �m DTL/5 JOB NUMBER 25-196282 LLOWABLE SHEAR WALL OSB OR PLYWOOD PANEL SUBSTITUTIONS TABLE"A' - INSTALLATION SCHEDULE SHEATHING FASTENERS TYPEPANELEDGE SPADING BRAND PRODUCT LABEL INFIELD 7116' CROWN 1-iM LEG No. 18 GAUGE GALVANIZED ENERGY BRACE 0.106" STRUCTURAL BRACE RED STEEL STAPLES or Nlo. 11 GAUGE,1-IM'GALVAMZED 31O.C. 6"O.C. STEEL ROOFING NAILS THERMO,PLY 0113' STRUCTURAL GRADE RED SAMEASABOVE S' O.C. 6' O.C. (STORM BRACE) SHEATHING STAR STRUC 0825" RED SAMEASABOVE S'O.G 8"O.C. THERMO-PLY Oi37"SUPER STRENGTH BLUE SAMEASABOVE S'O.C, 61O.C. SHEATHING 7116' CROWN x 1-10 LEG, No, 16 GAUGE GALVANIZED FIBE2BRACE 0.500" STRUCTURAL NIA STEEL STAPLES ar No, 11 GAUGE I-12'GALVANIZEO 31O.C. 81O.C. MEL ROOFING NAILS TABLE'S'- MNIMIM LENGTH OF PANEL FORVARIOUS PLATE HEIGHTS SHEATHING ELAND PRODUCT LABEL TOP PLATE HEIGHT ABOVE FLOOR MNIMUMLENGTH OF PANEL H s 10' 7'-0' ENERGY BRACE 0.108" STRUCTURAL BRACE RED 10 <H 412' ;-0' 12' < H 5 14' 8'-0" H 5 10' 7'E' THERMOPLY 0.113'STRUCTURAL GRADE (STORM BRACE) SHEATHING RED 10' <H 512' B'-0' 17 < H 5 14' H 5 10' 7-1.STARRSTRUC OB25" RED 10 <H 512' 8'1" 1T < H 5 14' 8'-0" H s 10' 7'8' THERMO PLY 0.137" SUPER STRENGTH SHEATHING BLUE 10 <H s12' S'-0" iT <Hs14' 8'.0 Hs 10' TS FIBERBRACE 0.500" STRUCTURAL NIA 10, <H 512' 8'-0' IT < H s 14' B'-0' H s 10' 5. DENS GLASS 0BOV STRUCTURAL MOLD RESTART SILVER 1D < H 5 11' 6 .0 1T < H 5 14' 7'1" NOTES: 1, VERIFY THAT ENOUGH WALL SPACE IS AVAILABLE FOR OBB PANEL SLBSRTUTIONS 2. THE IEIGHT-TO-LENGTH M110 OF THESE PANELS SHALL NEVER EXCEED 2 TO 3. STUD SPACING SMLLNOTIXCEEDI6.00, 4. PANE LEDGES MAYBE BUTTED' LAPPED 3WMINNUM. 5. ALLb£RTICALPANELEDGESSMILER OCCUROVSTUOS, B. ALL HORIZONTAL PANEL EDGES SHALL BE BLACKED WITH 2X LUMBER SIMPSON HANGER SCHEDULE FOR MULTIPLE -PLY BEAMS Intl CEILNG JOISTS (TYPICAL UNLESS NOTED OTHERWISE ON PLANS) MEMBERSIZE FACE MOUNT TOP FLANGE w WSGS JB2S I$ HJS26.2TF HU2" (S�g HLQ83 W 'm 2dINJ HUTS-2 H1W8M-2 I\'1j,LjT�"Bg P63 NIA WS23 J8210 RRMv UUM102 HUS2104TF zl HJ2103 HL2103TF 2 W8210 J8212 f&M2 LLS2102 14JSZ2.2TF RXI2 HU2123 HU212-3TF NOTES: 1. SCHEDULE BASED ON NO POINT LOADS APPLIED TO BEAMS ORJOISTS, 2. 8PECAIITY BEAM (LVL%' LSLb, PSL'O, We ) HANGERS WILL BE CALLED OUT ON THE PLAN. 3. REFER TO SIMPSON CATALOG FOR INS TALLATIONGUDEUNES. 4. MNGER 8CHEOLLE BASED ON THE USE OF S.Y.P. LUMBER. y HEADER SCHEDULE 1. 2021 LRC. 0 TABLES R602.70)RS02 7(2)& RX21(3) [TrIIEADER IINTEPoORBIXTERIORWITH ROOFAIA CEILING LOCATION I SIZE I SPAN #OFJACKSTUDS R)2XSb 4'-T 1 RR 6b S.- z 9)2 0b 63' z RRX12b To 2 HE EXTEJOR WITH O) OORABOVE LOCATION 912E I SPAN #OFJACKSTUDS Rm6b 3-7° 2 RRN1b 1'-S' 2 IZ202b s3" 2 ��HEAGE, INTERI RWITH O) J00RABOVE LOCATION SIZE SPAN I #OFJACKSTUDS RRl6b 3E 1 RRMib 4'-8' 2 RR Ob ss 2 9)2A2b B3' 2 �J/H,ADGR EXTERKIRW THO)CLEPA IAN FLOORABOVE LOCATION SQE SPAN #OFJACKSTUDS RR sb 3V W 2 121., RRxIOb 1'-S' 2 RRx 2b SG 3 NOTE: 1. ANYWADERSPAWANDSIZESNOTCOVEREDABOVETORE NOTEDONPLAN 2, SIZES AND SPANS BASED ON42 S.Y.P. OFOTHERSEEPWN) 3. FASTENPLYS TOGETHERWITHIMCOL4AONNALS®i6"O.C,ALONG EACH EDGE 4. ANY HEADERS FALUND UNDER A FLOOR SYSTEM NOT DESIGNED BYNORTEX, SMLLBE DESIGNED ANDSIZED BY FLOOR SYSTEM MANUFACTURER R- PLY)ENGINEERED 3/4"OSB gm N'�iB'O.C. BEAM1I IM4TCH HBGHT 9UBFLOOR B OF1401STFMMIWI 111" OSB / SUBFLOOR [@- S S INSTALLWASHERS CEACHBOLi f\`\ FIRM KICKERBRACE air Dc. ~B `MIMMLM(J)IOtl COMMONNALS ATTACH TO BEAM AND UNDER EACH DIAGONAL STRUT ADJACENT WOIST(NOT SHOWN) COMMON NMVL6®4° O,C. TYPICAL CANTILEVERED LEDGE GENERAL FRAMING DETAILS FRAMING DETAIL SCALE: TUTS NOTES; 1. WFERTOSHEETDTL-1 FORGENERALNOTE& 2. ALL FASTENERS (INCLUDING NAILS, SCREWS, BOLTS. AND THREADED RODS) N CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED (VORTEX RECOMMENDS G185 GALVANIZING). ALL SIMPSON CONNECTORS IN OONTACTWITH PRESSURE TREATED WOOD SHALL HAVE THE 2-16AIAX FINISH. STEEL LINTEL SCHEDUijj HEIGHT OF VENEER I I�I�I I I II I I I I I BRICK =40 LBS./FT. SQUARED UNTEL SIZE I CLEAR "A" 1 3 1 4 1 5 1 6 1 7 1 B 1 9 1 10 Ill 1 12 1 13 1 14 115 116 117 HBOHTOFBPoCK 1312X312xiN 4 x312xiN 32 18 10 5 3 2 1 �� )(y7G 9 15 B 5 3 2 1 6 x312 x3B 23 14 B 6 5 3 2 2 1 Sx4X3A1 24 16 11 B 8 5 3 3 2 2 1 7x4x12 -I_ 23 17 12 B ] 6 5 4 3 B x4X12 I _IX 11 B 7 B 5 I STONE- SOLBS.IIFT. SQUARED UNTEL SUE I CLEAR 8PAN(FEET) 1 3 1 4 1 5 1 6 1 7 1 8 1 8 1 10 111 1 12 1 13 1 14 1 15 1 161 1 17 HEIGHTOFSTONE 31RX312X1M 4X312X7M S X312 z3B 21 12 B 3 2 1 ��- 15 10 5 3 2 1 22 15 8 8 4 3 2 1 Bx4x3S 7x4%12 11 7 22 22 15 11 B 8 5 _I 22 i 78 1 1 3 2 2 B x402 I 2Y 16 12 S 7 8 1 1 3 NOTES: A. STEEL ANGLE SIZES ARE BASED ON L.1600 DEFLECTION CRITERIA B, REFER TO PLAN FORAREAS PATH HIGHER CLEAR SPAN THAN iT C, CF14RTNOTAPPLICABLE FORGARAGEAREAS (SEE PLAN D, GABLE AREAS NOTINCLUDED (SEE PLAN 1'-B' MAX. BEAM LENGTH [DOUBLE L4MxIA ( (/36 STEEL) W IS) RmB POSITIONED '" / 1fC'-DAM. BOLTS TIGHTAGAINSTBEAM / `ATSTRUT EACH SIDE, MMMO NAII-S0tl (DMMON NAILS. MUGGER 'AFURROUT LEDGE AS REQUIRED SECTION B-B SCALE: NTS 6. TX FIRM REGISTRATION#: F-6417 Z O 11) N W U 03 z W W ~ Z N �v7iU(FjDW Q Z Z- Z Z L9 Jm COW J= Q F O Q W # Z _o EL E W IL N Ym O GFDl1 JOB NUMBERI 25-196282 EFER TO LATERAL BRACING PLAN FOR SHEATH WALL AREAS ABOVE, EXTENT OF SHEATHING REQUIRED BELOW, AND ADJACENT TO Jr GYPSUM E'EVA ! ON BOTH SFEATHINGON BOTH SIDES, 21 ELEVATION SHEATHING l T/ BLOCKINGSHALL BE INSTALLEDAT 7 !� ALL HORIZONTAL PANEL DINTS, III/Al AND ALPANELJOINTS SHALL OCCUROVEROYERSTlAS. USE17 \/ GALV. ROOFING NAIL OR STAPLE z TYPICAL HALLWAY \ 159 LONG; OR15B" SCREWS TYPE W OR B AT? O.O FOR EDGE AND FIELD. OR LET -IN BRACED OR ROOM (Y= TYPICAL DOOR BOTH ENDS OF WALL / . PRESENT) OPENING RED T-PLY IS AN ALLOWABLE SUBSTITUTION FORGYPSUM SHEATHING SEE GFD11 FOR PRE EMT) NAILINGPATTERN&OTHER REQUIREMENTS. / PROVIDE BLOCKING@ ALL HORZONTAL JOINTS, \\ / THE ELEVATION SHOWN IS FOR k - .� '.A • . • . .., ..�.,� .r._ .'.v::•; L ,.., .., .. r. ILLUSTRATIVE PURPOSES ONLYAND MAY mDEGREESWW�-/ DIFFER FROMACTUAL CONDITIONS Tp OR fi00EGREES MAxI 1M NCTGEO INTO S1t0S.lATCH MRT BEAR ONMAGON— EEIEINEGRCEO!tlNH NE—T- DETAIL IL FIRST FLOOR INTERIOR SHEATHING DETAIL SCALE: NT.S REFER TO LATERAL BRACING PUN FOR SHEATH WALL AREAS ABOVE, EXTENT OF SHEATHNG REOUIRED BELOW, AND ADJACENT TO 7Fpi g SHEATHING ONBOTH SIDESMDc NEVA>N F ALL HORIZONTAKING L BE INSTALLED AT ALL HORIZONTAL PANEL JOINTS, ANDVERTIGALPANEL JOINTS SHRLL—\ 4— ��NOTE: GCCUROOERGNAIL lRETijTAP\\TYPICALGALV. ROOFlNG NNILOR SThPLE x J/// � FNLLWAY 15S'LONG; OR15B'SCREWS ORTYPEW OR SATTO.OFOREDGE ROOM //AND FIELD. OR LET -IN BRACE@ ' (WHEN / BOTH ENDS OF WALL , PRESENT) /EN RED T-PLYISANALLOWABLE SUBSTITUTION / ,FOR GYPSUMSHEATHING. SEE GFD1 FOR NAILING PATTERN &OTHERREQUIREMENTS, PROVIDE BLOCKING@ALL HORZCNTAL JOINTS. _ THEELEVATON SHOWN ISFOR — — — — — — — — — — — — — — — — — — — — ILLUSTRATIVE PURPOSES ONLYAND WAY uoecrEESS,w DIFFER FROMACTUAL CONDITIONS TO OR W QEGPEESIMTXI iM WTa✓®IMO SMS NOTCH" BEARONONGCWNm BE wNmFCEC -ATH METALSTMP. DETAIL ILA SECOND FLOOR INTERIOR SHEATHING DETAIL SCALE: NT.S NOTE: USE A METALLISCANNER TO LOCATE EXISTING CABLES INTERIOR BRACING DETAILS TOP PLATE ELEVATION INSTALL TOP PLATE ELEVATION FLOORJOIST 6. U Z Z Z U' o O N $ Z C 0�0 s a 5. Z2Fo�f 7 UJ ofh OLL �On d Y (O O O q LL a Z Z O � Ln W U Q Z. F Lu W Y H LU Q KU)OcnZ Z Z J Z _ ma J m DO d J O Q Lu 0 Z _ =gam W LL N TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-196282