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HomeMy WebLinkAboutSFADD2026-000137CHILDRESS ENGINEERING SERVICES February 16, 2026 CCH Builder —Cary Caldwell 2500 Lakepoint Drive Southlake, TX 76248 Re: Sleepy Hollow 1225 Murrell Road 1 Grapevine, TX Lot I Block I Plan Custom Helical Pier Inspection To Whom It May Concern: 2505 N Plano Ruad Suit 4" Richarasan, Tx 75082 214.451.NM P 214.451.W31 F ~xeagloeal.eom Per your request, we have performed an on -site inspection of the above referenced project in order to review the installation of the helical piers based upon the plans which were located at the site. Based upon our inspectio in conjunction with the review of the helical pier installation report provided by the helical pier installer, the helical piers were installed to the ultimate capacities and/or the required torque per the manufacturer's specified capacities. They meet or exceed the requirements of the 2021 International Residential Code. If you have any questions, please give us a call. We appreciate the opportunity to be of service. Respectfully, Oz_;; ( 211 Tony H. Childress, P.E. Serve the person. Solve the problem. I CHILDRESS ENGINEERING SERVICES March 4, 2026 CCH Builder — Cary Caldwell 2500 Lakepoint Drive Southlake, TX 76248 Re: Sleepy Hollow 1225 Murrell Road / Grapevine, TX Lot I Block I Pre -pour Inspection To Whom It May Concern: 2505 N Plaad Road Sulle4000 Richardson, TX 75092 214.451.9530 P 214.451.6631 F ..cewlohaixona Per your request, we have performed an on -site inspection of the above referenced project in order to review the installation of the foundation based upon the plans which were located at the site. Based upon our review, the post tension materials, beam trenches and miscellaneous steel were installed properly per the plan. Also, we found the foundation to be within industry practices and approve it for pour within seventy-two hours of the time of approval. It meets or exceeds the requirements of the 2021 International Residential Code. If you have any questions, please give us a call. We appreciate the opportunity to be of service. Respectfully, 6� Tony C/H. Childress, P.E. Serve the person. Solve the problem. vno Rea, Inc. o ,,,Pno e: alzaoz7113 ----- .------- +p,�o IX OI He]��aeptN TWaI OepIM1: $Px Hole 1225 Murrell Rd , NRC j�� wnWLVV 02CU. mdea 6v: Poul jisafi - , L16a6 - E1111E1 111 78 2/1506 I - yI6n6 ev99Ee 111 1 E y16a6 ss1 y16a6 w 1sl w z116a6 E wv z9sa 1 E4664 151 znca6 c= 17 av304 "I III 21ssa6 uw 3opo 124. 111196 151 LII,6 16W 955E 9sa III 1 BE zn6a6 6W6 Z. E415. is yI6a6 I mass 151 1 a znaa6 1 ..1. , 37111 IsI 2/16a6 151 as z/16a6 3993E IS zn6rz6 6E63a4 11 l .1 IM6a III In y16a6 1 111 1 e zn6a6 1 1 ss1 z/16a6 151 l e McM I 151 zn c 6666 94.E 151 21ssa6 oaIcsa15 1 yII,s 1.7 14 15 n6a6. 66 I1 . .6 14 II II znW15 .51 1 9 zn6a6 1 3opo 114. Is En6a6 6666 E108 1a3915z 151 9 2MnI5 1 66w Is Iii E116rz6 1 151 1 9z c 1 InD7 Z. 371. 1 1 E 111 17 y16a6 E 215. 151 9 yM6 c 1 IS z/I6a6 9.3 15 I 94 2/16a6 ws oz 1 04664 ss1 yZI5 lbw 91sss 111 9s M. c.6 a6w Eam = assess Is y1626 99ssx 151 96 Mcn6 1.7 9125 6 I3 4 111 zn6a6 1 151 1 9 Mcp,, 1 1 ss1 z/16a6 111 9 Ensa6 1 16w Is En6rz6 11 9 zn6a6 I, y16a6 1sl Im 2n6a6 1 l a IS zn6a6 ul lel 2116a6 ofZzIn I51 yI6a6 1 ss1 1 In zn6a6 6W6 1 1 ss1 y16a6 is l n zn6a6 s666 1 Z 1.5n ESE11 6 151512 Eul z/16a6 -6s 3oeo 151 1 . z/16a6 1s1 11 I yl6/z6 1011. 151 1u6 z/1626 111 1 n IMP,, 6666 1617 "1 1 1� VI'M lbw 111 1 1m VI6a6 6666 6w EEw glass eEI3o4 151 1 16. 1 z/16a6 ss1 1 111 1 ii 2116rzs 1s1 1 1 I I I y16a6 "I 11 I I I z/I6a6 111 1 1 I zn6a6 16w 1i "I I 1 I V1605 5566 lbw sea 111 1 116 1 1 1 41 z/16a6 .51 1 1 I 41 z/16a6 81�7151 1 11. 41 y16rzs "1 1 1 y16a6 151 1z 45 3/Iba6 - 15 1z 1 45 LIGas 16w 9Iiu III I 1u 47 yI'M Io99zs 111 1 1 2/16a6 1 1o99E1 .51 1 12 1 1 1 411 y16a6 ..I 151 1zs 1 1 1 II 2116PE 11 uc I I I z/16a6 111 1 12 1 1 1 2/1696 SU15 4. 151 11z I I I LI6a6 III II9 En626 .399E asl 13o 51 z/16a6 v51 141 1 y16a6 6s6s lsl v I 57 y16a6 111 1 13 II z/-1, 111 1 v 1 51 zn6a6 e6cc esw 151 v y16a6 16w 111 15 136 y1626 lmeaa 9ga6310 asl 1 13 zn6a6 666s III I v En6rz6 1a61z 1sl v y16a6 151 1 zn6a6 111 1 1� 1 y16a6 6666 16c7 ssw "I I I,E 67 yI6a6 loeisz6 9I463a¢ a51 1 z/16a6 515e ssl laa 1 z/16a6 5566 111 145 7. y16rz6 614 151 1 I 71 y1696 151 147 n6M 151 j4n� 13 VII,s 101 zao III I 1 74 2/15a6 3ln 9]1631 111 1 1 71 z/16a6 S 15 1 11 1 Ts y16a6 49 97053z 15 1521 CHILDRESS ENGINEERING SERVICES March 4, 2026 CCH Builders - Carey Caldwell 2500 Iakepoint Drive Southlake, TX 76248 Re: Sleepy Hollow 1225 Murrell Road / Grapevine, TX Lot I Block 1 Pre -Pour Inspection To Whom It May Concern: 2505 N Pl . M SW 4 G Ricbards®, rX 75082 214 516630P 214 51L631P wwwrss81oba1com Per your request, we have performed an on site inspection of the above referenced project in order to review the installation of the foundation based upon the plans which were located at the site. Based upon our review, the post tension materials, beam trenches and miscellaneous steel were installed properly per the plan. Also, we found the foundation to be within industry practices and approve it for pour within seventy-two hours of the time of approval. If you have any questions, please give us a call. We appreciate the opportunity to be of service. Respectfully, Tony H. Childress, P.E., S.E. .mmm yE� titi 4 t Ll S`C9L OQ,�5 .�•` .... 1lI �p ZE...... ,TF�,9sttlt �s n fir: GGdd y.r, C) 72029 F-7422 CHILDRESS ENGINEERING SERVICES February 16, 2026 CCH Builders - Carey Caldwell 2500 Iakepoint Drive Southlake, TX 76248 Re: 1225 Murrell Road / Grapevine, TX Lot I Block 1 Plan Custom Helical Pier Inspection 2505 N Pl . M SW 4000 Ricbards®, TX 75082 214-4516630 P 21 451L631F wwwrss81oba1com Per your request, we have performed an onsite inspection of the above referenced project in order to review the installation of the helical piers based upon the plans which were located at the site. Based upon our inspection in conjunction with a review of the helical pile installation report provided by the helical installer, the helical piers were installed to the ultimate capacities and/or the required torque per the manufacturer's specified capacities. If we can be of further assistance, please give us a call. We appreciate the opportunity to be of service. Respectfully, ,7 (2z Tony H. Childress, P.E., S.E. gVNVN V \ Lt Se9L Sri? � ' ♦/l/ Z 72029 F-7422 w .ces9lobelxom 302L--\ \ C I . 'P . I - ,Gpt-v- SCALE: 1 "=40' GENERAL NOTES 1. COORDINATES AND BEARINGS SHOWN HEREON ARE BASED ON THE NAD83, NORTH CENTRAL TEXAS, 4202 COORDINATE SYSTEM 2. OWNERSHIP: DIEBOLD FAMILY TRUST DEED: 1225 Murrell Rood, ADDRESS Grapevine, Texas 76051 PLAT REF: Vol. 388-178, Pg. 86 LOT DESCRIPTION Property (including any improvements): Lot 1, in Block 1, of Sleepy Hollow Addition, an Addition to the City of Grapevine, Tarrant County, Texas, according to the map or plat thereof recorded in Volume 388-178 Page 86, Map Records, Tarrant County, Texas. Commonly known as 1225 Murrell Road, Grapevine, Texas 76051. BOUNDARY LINE 14.3' ________ UTILITY EASEMENT • FOUND IRON ROD 30' BL S 01'20'41" E - 172.50' �- �/� (PLAT - S 0010'58' E) MURRELL ROAD - 50' ROW SURVEYOR'S CERTIFICATION FORM SURVEY I HEREBY CERTIFY THAT THE INFORMATION SHOWN ON THE SURVEY IS CORRECT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF AND THAT IT REPRESENTS A FIELD 1JOB NO.: 260102 INO.1 REVISION DATE SURVEY FOR THE PROPERTY SHOWN HEREON PERFORMED UNDER MY DIRECT SUPERVISION (DATE: 01/16/2026 DRAWN BY: ZC �`YJ\ (APPROVED BY: SL TX. LICENSED PROFESSIONAL LAND SURVEYOR NO. 4434 SUBJECT TO RESTRICTIVE COVENANTS AND/OR EASEMENTS RECORDED IN: VOLUME 388-178, PAGE 86, MAP RECORDS WHITESTONE ENVIRONMENTAL, LLC 1903 CEN-FR? L DR-n'E SUITE =200, BEDFORD, TEXAS 76021 111'W 11tat5toncC v cm Phone: (469) 968-2759 FIRM REGISTRATION NO. 10194970 PROPERTY PHOTOGRAPH IGj'�P ��'9il LUSCOMBE" 9 ................ 4434 '.. -4:5 6, SURYEy � p . . \ \ u§ 3 (\ -tj :.§s I K ~�§• ■§ �■ _ � (2 \>lu k - ILW � «e■ 42 5$$�20 ,§(22» 20KU) .Bz§B§ . DUCEmREDESIGNED COPIED AND ARE FOR THE ONE TIME USE FOR SAID INVOICE ORADDRESS __ INFRINGEMENT , THESE I IMI� ml ƒ � How to get a Lot Drainage "GREEN -TAG" for final storm water drainage isociated with House. Pool. & Commercial Construction Proiects )se)nember zoo7) STEP I - Ensure your site is properly graded and drains as indicated on the approved plan I TEP ? - Stabilize your site and install final cover (grass. stone, landscaping, etc.) or tructural BMP's before you call in fora "Final Drainage inspection." TEP 3 - Call & request "Final Drainage Inspection" minimum of 72 hours (3 dats) prior the overall "Final" being requested for the site. Call (817-410-3010) to request nspection. ects MUST be stabilized through the installation of final cover or BMP's before they will pproved and a " GREEN -TAG" issued. Final cover shall consist of landscaping to prevent ion and discharge of sediment from the site. Typically, grass and.lor stone landscaping is as final cover. As an option to final cover, BMP's may be used to prevent erosion and harge of sediment from die site. All BMP's must be selected, installed, and maintained in rdance with specifications to ensure proper function. As a general rule, 70% of the site must have final cover. The Public Works Environmental Services Division (817-410-3333) is responsible for inspecting stonn, water drainage for lot and pool. The Public Works Engineering Division (817- 410-3143) is responsible for the storm water drainage design and specifications for lot and pool. Environmental Services will conduct a field uispection to compare and evaluate the "as -built" site against die plan and specifications. If the project is not built in accordance with the plans and specifications it will be denied and "RED -TAGGED." The "RED -TAG" shall serve as a Notice of Violation (NOV) and the Responsible Party shall have 48 hours to address the concerns. A second "Recall- inspection will be conducted after 48 hours or sooner at the request of the Responsible Party. If the site is in compliance a "GREEN -TAG" will be issued and the site will be released/approved. If the site is "RED -TAGGED" for the second time a written NOV will be issued and the Responsible Party will be charged a fee. What is a BMP? A Best Management Practice (BMP) is a method or combination of methods used by the builder to manage and prevent unauthorized discharge of storm water. Some examples of Structural BMP's may include, but may not be limited: silt fence. Codes, erosion control blankets, compost socks. Lock rip rap, compost, mulch, waddle's, etc 4/21/26, 12:24 PM PDF.js viewer PLANS CANNU I bE KEPKUUUGtU, KEUtSIIJNLU UK UUPILU ANU AKL FUK I HE UNE I IME USE FUK SAIU INVUIGE UK AUUKE55 SHUWN. INFKIWUWZN I OF I Ht:bt, PLANS IN ANY WAY WILL FALL UNULK I Ht US. GUF'YKIUH I LAW: ow 0 0 3 „0Z,6Z.68 S= ldld a o Ic {60-81Z 3 {{L9{0Zo68 N a" '\� _ -o Z O o? Z' vw Z LaLI ` 0 m Y - po�o 3 71 2CC oo CN tlZ-158 L C) o o� o OUnP(n Z v m k w JMrn\— (i XZ�w J �\ �a a0�Q 0 V U ® m < �oT a a N Q 0 6 _ � o Ofw� r O Ilq II II I J O „9 II; II t0 Z W �{ V 4D � iEjx � I I I I � I I - < IIO-10£ L_u_u-L_� u n LU M LQL W w U F vi cl-I c3 00 LLI 4J 4C/ -�-. -- �� W N N 0 z / - II w )O N 11) y ii M y I,o,oz NO TREE REMOVAL PERMITTED PRIOR TO WRITTEN APPROVAL SEPERATE PLUMBING, MECHANICAL, ELECTRICAL AND SIGN PERMITS SHALL BE REQUIRED. NO UNDERGROUND PLUMBING OR FOUNDATION WORK PRIOR TO AN APPROVED FORM SURVEY 3 1,8-,69 16� ­ H_ Z17'L0Z M zO J 3 ALL CHANGES REQUIRE J p APPROVAL OF REVISED I PLANS JLJ o Un `� TN16 Pa"E RELEA{EOOxFOR C(W{INUC"t INCNf T wIH THEWLi oNG COEon 02/17/2026 BY: LARRY GRAY 111ION OIV510N. ON coNSmLEaSON DD�N1. fOTOFMPI N HDC Au HIGH CHANGESMUST BE ArrRovE". L ( {(L—V {8 1, 06O CONTRACTOR SHALL CALL FOR INSPECTIONS 4 (817)410-3010 O M 1 1 1 M „02,1£.68 N = 1Vld CONTRACTOR REGISTRATION WILL HE VO REKED UPON PERMIT EXPIRATION. azam¢*u �T� c¢wgeox ^vI / mro og /� , , 1 W r N z� w � DETAIL � � E{eme.gvrsmEewen:newamaa ceeox�'wlae nmegoEroomnat„alHa stbne Ease f��qk iii0: wI{�eae.iano,twwlrEbetw,e„sm„eew„mml.noula be ira.ep,ma{-m..nea "eae eae 053-3478-0825 � W N) � C re tngunderil-Plllen °•'CwlumnsleM1aultl be3Rx 3Wx ld'aeea.xOlEnl¢aatl..Y (Erpi aM1Euld mnlull lengm(11n.{'lo(mm0leM wa1lmnmaingunaeryouM loogngato i' J e�F (2<" weld antl mlumnfountleb¢nlll 2 �oo�h�.a{¢Ilia n m he bul IErountl e''a g x iY UNIT mmeM vmtl¢, NAetr a M mabll tretl m c ^ _ '/ V COPYRIGHT2022V PLANS CANNOT BE REPRODUCED, REDESIGNED OR COPIED AND ARE FOR THE ONE TIME USE FOR SAID INVOICE OR ADDRESS SHOWN. INFRINGEMENT OF THESE PLANS IN ANY WAY WILL FALL UNDER THE US. COP (RIGHT LAWS, https://web.mygov.us/app/#{'(page": [{"url":"/pi/","params":{"container":"#mn11,eabc":"Permits",at url":aa/pi/","environment':"page"11j"url":"/pi/projects/deta!Is? ld=350048&I ist=all","params":{'(container":'(#main","... 1114 4/21/26, 12:24 PM PDF.js viewer `PLANS CANNU I tit KtPKUUUGtU, KtUtSIIJNLU UK UUPILU ANU AKt FUK I HE UNt I IML USt FUK SAID INVUIGt UK AUUKL55 SHUWN v FLOOR PLAN R I G H T E L E V A T I O N ELEGTRIG PLAN �.El ] L R 0y Maximum 16-0" tall from grade L E F T E L E V A T I O N . INFKINULMtN I OF I HtSt PLANS IN ANY WAY WILL t-ALL UNULK I Ht US. L;UPYKIUH I LAW: Chimney must terminate no less than 24" above any roof surface within 10'-0" Q0 � 0 l� 1A � I m N E L E V A T I O N 14 a� FRONT E L E V A T ON TMISPaGE"EEE<,SEo.o"=c"STM"crc" �o wcaNeil"�ZONN ORD- CE, cooeow zow"c o"olNnNCE. c"•• Boa elre nTuutuT""••� J m W 02/17/2026 8Y: LARRY GRAY NG INSPECTION ON511. cuNs.Nu "oT�isP4os °ueuc 053-3478-0825 c...... TaE nre"OVEO. 1 1 1� 1 1 1 1110.1 1 1 1�151 1 1 1211 1 1 19151 1 1 1 }11 1 1 1 �.1 1 1 1411 1 1� I 1 1 1+1 1 1 1�151 1 1 I2bI 11 19151 1 1 1+1 1 1 1*1 1 1 I4bI 1 1 14151 1 1 1511 1 1 1*1 1 1 1&1 1 1 1 0 1 1 17bl 1 1 1*1 1 1 140 1 1 1*1 1 1 1ghl 1 1 1gh' 1 1 11b01 1 1 11651 1 1 11101 1 1 11�51 1 1 11401 1 1 1�1 11 11 14�1 1 1 I5bI 1 1 1*1 1 1 I&I 1 1 1 ,40 1 1 17bl 1 1 I*I 1 1 140 1 1 I*I 1 1 Iq+l 1 1 1gh' 11 I�&01 1 1 I�651 1 1 11�01 1 1 I��rl 1 1 I40I 1 1 I� COPYRIGHT 202O7✓ PLANS CANNOT 13E REPRODUCED, REDESIGNED OR COPIED AND ARE FOR THE ONE TIME USE FOR SAID INVOICE OR ADDRESS SHOWN. INFRINGEMENT OF THESE PLANS IN ANY WAY WILL FALL UNDER THE US. COP (RIGHT LAWS, https://web.mygov.us/app/#{"page": [{"url":"/pi/","params":{"container":Vrnn","bc":"Permits","url":"/pi/","environment":"page"}},{"url":"/pi/projects/details?id=350048&list=all","params":{"container":"#main","... 2/14 4/21/26, 12:24 PM PDF.js viewer I I REV. # DESCRIPTION: - NEW PLAN CCH BUILDERS - CAREY CALDWELL SLEEPY HOLLOW 1225 MURRELL ROAD, GRAPEVINE, TX LOT: 1 BLOCK: 1 2505 N. Plano Road Suite 4000 `! Richardson, Tx. 75082 010ca: 214< 1-6630 C H I L E)F2 E S S aP.=Lo — 214 4516631 214-051�632 ENGINEERING SERVICES www.�s9 obel.wm REVISION LOG PLAN: CUSTOM cm OF GRAPEVINE 1HI F" RE4€ 3W,FOR.00R-V-OR 02/17/2026 BY: LARRY GRAY DATE DRAWN BY 10/22125 NLP https://web.mygov.us/app/#{"page":[{"url":"/pi/","params":{"container":Vrnn","bc":"Permits","url":"/pi/","environment":"page"}},{" url":"/pi/projects/deta iIs? id=350048&list=all","params":{"container":Vmain","... 3/14 4/21/26, 12:24 PM PDF.js viewer #2 YR. HEADERS 56HEDULE OF(, =M) BULLDING WIDTH OF 24OR LE55 6REARRED PERPENDICULAR TO MAIN RIDGE OF HOUSE) FOR EXTERIOR LOAD BEARING WALLS ROOF, ROOF N ELONE EA Rid E IILLIN6 FLOOR ARIN5 E OORS 2u4 x-Ii2,-8" 2'1' 2.H " 2-2xL "-H" 440' • 4-3" • -4,-pu n E' 10" 5-0" . 4�' . - b'-e" • o I 5 II" • 5'-l" FOR INTERIOR LOAD BEARING HALLS ONE STORY TAO STORY THREE STORY 2x4 3'-I° 7-10" 22x6 4 1' 41-L. 211 2 2xb 3' V 2210 biL IO" • 6-6" x 4'-4"' FOR NON-LOADP.EARING WALLS A SINGLE 2x4 HEADER MAY BE U5ED ON OPENIN65 NOT EX'EELON5 8' IN WIDTH IF THE VERTICAL NI DISTANCE TO THE PARALLEL NAILING SURFACE DOES NOT EXCEED 24' • DENOTES 2 .UCK Amos REOUIRED TO SUPPORT EACH END •• DENOTES 3 JACK STUD5 REOUIRED TO SUPPORT EACH PC ALTERNATE WOOD BEARIN6 WALL STUD SIZE, HEIGHT AND 5PAGIN6 (IRO 2021) TABLE R602345) ULTIMATE DE516N WIND SPEED STUD HEIGHT SUPPORTIN6 STEP a SPACING 115 %Ph 130 "Op Maxim m roof /floor apar, Maximum roof !Floor apar4 140 Mha m.~ roof f floor SPanc 12 ft. 2x4 2< HE -42:x4 12 R. 24 R. 2x 12 fL 24 H. 2.4 2x4 12 In. I6 In. 2x4 2.4 4 2xb 2xA 2x6 II fE Roof Only 24 In. x6 2,1 2x1, 2xb 2x6 2x6 Roof and Oi Flow. 12 zx4 2ue 2x. 2x6 2x4 2x6 .1,. I6 I" 2x6 2xb 2xb 2. 265 21b 24 m 12. m, 2xb 2x4 2xb 2.4 2.6 2.4 2xb 21b 216 2xb 2.4 2116 1 m. 2x4 2u6 2zb n 2x6 2.1 Roof Only 241r. 2xb 2xb 'bds 2 5 24 2x6 12 R. ROOT and One 12 h 2x4 2x6 ' ? 2x6 2xb Z+ch Ib m. 2xb 2.6 2xb 2x6 2u Flaex 24 h 2 & tub tab 2xb 2,6 DR T. WALL STUDS NOT EXGEEOING 10' ON CENTER 5HALL BE SHEATHED WITH MINIMUM Ux -INCH GYPSUM BOARD ON THE INTERIOR -N 'TRU PA X TU P TH AND gT CH WOOD ( GTURAL PANEL SHEATHINS, ON THE TINCLB5 W000 T RIIG NO PANEL SHEA INS SHALL BE E ATTACHED WITH INTERMEDIATE (25" + SUPP) NAILS NOT GREATER JOIN 6 INCHES ON CEMER STUB PANS BDGES AND 12 INCHES ON CENTER E IMAPEB SUPPORTS, AND ALL PANEL JOINTS 5HALL OCCUR OVER STUDS Or BLOCKING. b. W MILE THE ULTIMATE VINO MINI SPEED EXCEEDS A MPH, 5n PA 5HALL BE ATTACHED TO TOP AND BOTTOM PLATES AITH AN ' SPAS HAVING Ir ABLEIUM 30 HM MIND LATERAL MULTIPLE S c. THE MAXIMUM SPAY O APPLICABLE TO BOTH SINGLE- AND (MULTIPLE -SPAN ROOF AND F_OPR CONDITIONS. THE ROOF ASSEMBLY SHALL NOT CONTAIN A HABITABLE ATTIC. (IRG 2021) BEARIN6 WALLS 2021 I.R.G. R105.b.3,1 LINTEL SCHEDULE 5� ANGLE n hest NO STORY ABOVE ONE STORY ABOVE A STOR'f kP!?JE OEMINE RING 3xW/4 4 x 3 x 174 8'-O° b'-0" 4 -6" Cl 5x3 U2x SRIb 10'-0" b'�O" 6-O'� b" b x 9 1/2 z 5/10 2-6 u 3 Ii2 a Slib 20'-p" 12'-0" N'-6" 4' NOTE: I. AL L LINTELS INDICATED AR LONG LE6 VERTICAL (LLV) AND SHOULD BE A36 STEEL U NO. ALTERNATE LINTEL 5GHEDULE (Al No Story Above) CLEAR SPIN PEET) 1 HV 0" 1 b 4 b'-O" 1 12'-0" I""1,. tw-o' 5TEEL ANGLE SIZE IINOB 1 3 1/2x5A/4 1 bx4x5/Ib bx4x3IE 1 b%4x1/2 '8,01W2 R MIN. BEARING /INCH) 3 4" b" e" 9" NOTE: 1, ALL LINTELS INDICATED ARE LONG LESS,V`_R'rAAL (L.V) ANp SHOULD BE A30 STEEL U,N.O. 2. ALL LINTEL5 OVER. Ib'-O" SPAN NEED TO BE CALCULATED. * 3, MAX MASONRY HE16HT TO BE NO MORE THAN; 5-0" feu BRICK OR 3'-d' i6Y STONE, OTHERNISE REFER TO APPROPRIATE LINTEL DETAIL PER PLAN, FLOOR 5HEATHINO APA RATED `>FEA�iIN6, SPANNING A MAXIMUM OF 24" O.C. THE MATERIAL MAY BE EITHER P YWOD OR 05B, THE MINIMUM THICKNESS SHALL BE 3/4" AND THE EDGES SHALL BE "TON61E AND GROOVE' THE SHEATHING SHALL BE ATTACHED TO THE FLOOR JOIST5 WITH A MINI:fl1M OF 8d. NAILS (OR EGtl11VALENT) SPACED AT c" O C AT EDGE AND AT 12 OL. AT INTERMEDIATE 5UPPOR7. THE 5HEATHIN'v SHALL 13E APPLIED WITH THE LONG DIRECTION PERPENDICULAR TO THE FLOOR-615T5, AND AIM EACH END NAILED TO A FI OOR -015T OR. SAME DEPTH BLOCKING IT 15 RECOMNENDED TWAT, IN ADDITION TO TTHE NA115, THE SHEATHING BE ATTACHED WITH 1 1/4' MIN) SCREWS AND WOOD SLUE. ROOF SHEATHING / DEGKINO: LUMBER 5HEATHIN6115ED AS ROOF DELKIN6 5HALL BE APA RATED SHEATHING, SPANNING A MAXIMUM OF 24" OC- THE MATERIAL MAY BE EITHER PLYWOOD OR OSB, WITH A MINIMUM THICKNESS OF l/Ib". THE �.HEA. L'C SHALL BE ATTACHED TO THE RAFTERS WITH A MINIMUM OF 8d NAILS SPACED AT 6" OL. Al THE ET AND AT O. AT INTERMEDIATE 5UPPORTSTHE EHEA HIN6 5HALL BE APPIJED WITH THE LONL F TON PER NI 1F4R TO THE RAFTERS, WITH EACH END NAILED TO THE RAFTER. THE FORTS MAY BE LID 6F ✓E F_Af IF FLAT, A METAL "CUP" SHALL BE ADDED ALOI THE LONGITUDINAL 1 - UEEI 11 H NO L- IF \TS F -PANE 'S I-F THAT CEILING JOISTS ARE L L F F CM CF THE ATTIC 5FACE OR THAT SOME TII C r . ESI5TIN6 THE OVFARD PUSH OF THE RAFTERS IJ F -FRIII , W"I -5, 15 PROVIDED AT THAT 106ATION. WHERE FII I R FATTER TIES ARE LOCATED HIGHER IN THE T I THE RAFTER SPANS SHALL BE MULTIPLIED BY THE FACTORS A F . 1 JL C `, OLLOW� ROOT BRAGIN6 5GHEDULE Q HEIGHT IREOUIREMINTS )9EGi10F1 TYPICAL T RALINS 2x4 lh 2x4 ROGIF 1. '2 ! T BRA ING 2x4 2xb BRAON6 l _ '.IG 2xb �' 2x8 NOTE A MULTP Y 5EAMSSMALL NCI 3 R F I.=•®' ALL LC PLY D OW 0 12L,:G, BEAE15 WITH 5 to 4 LAYERS SHALL HAVE NAI_IN_ ATTERN ON BOTH SIDES. STRONGBACKS: ARE TO BE EQUAL OR GREATER SIZE AS JOISTS THEY ARE REINFORCING. WHEN STRONGBACKS ARE NOT CONTINUOUS DUE TO BEAMS, STRONGBACKS MUST CONNECT TO BEAM .1 ADDITIONAL BLOCKING. RpFter AajstmErt a«ar WINDOW FALL PROTECTION: 113 OST 2021 I.RL. R:12211 WINDOW OPENING HE16HT- T ChIELLIN .4T5, WHERE THE EO- 1/4 Olb. OPENING OF AN OPERABLE WINDOW OPEHII - I' L ATEC LEHAN 24 INCHE FLOOR AND GREATER THAN 12 INCHE- A' F F rl -PF OR SURFACE EE F,E ' I F I R r 115 GAB THE BUILDING, THE OPERABLE wINDON I I II IF -IF THE FOLLOWING. b ONO LOO 1, OPERABLE WINDOW OPENINC-s WILL - LL I IETER SPHERE TO PA55 THROUGH "L F— THE OPENING ARE IN THEIR LASOE5T OFE, I .-I ABLE- HIM OAS ARE PROVIDED I I! WINDOW OPENING CONTROL DEVIGE5 OR FALL I 'I E5 THAT COMPLY WITH ASTM F WHERE H, - HEIGHT OF �EILIN6 J015T5 OR RAFTER fl E5 MEASURED VERTICALLY ABOVE THE TOP OF THE RAFTER 5UPFORT WALLS. Hr = HFLr HT OF ROOF RIDGE MEASURED VERTICALLY ABOVE THE TOP OF THE RAFTER SUPPORT HALLS. NON-BEARIN6 WALL5 MAXI`111r1 5PAGIN6 WHERE- MAXIMUM 5PACIN6 WHERE LATERALLY MAXIMUM 5PALIN6 ALBRE SUPPORTINI6 ONE FLOOR, 5UPFORTIN6 TNO FLOORS MAXIMUM ���LY 5ND 51?E UNSUPPORTED SUPPORTING A RC'OFLEIL 1% FILE A ROOF GEILIN6 PLUS A ROOF-GEILIN6 �CIN6 WHERE UNSUPPORTED MA%IM1M (I nNIMRU STUD HEIGHT A55EMBLY OR A HABITABLE ASSEMBLY OR A A55EMBLY OR A 5JPPORTIN6 ONE STUD HEIGHT SRACINS (feet) ATTIC ASSEMBLY, ONLY (Inches) HABITABLE ATTIC ASSEMBLY HABITABLE ATTIC ASSEMBLY FLOOR FEISTY (mcMee) (ieatJ (IrKhaz) I (W ea) N" t-) 10 e 2.4 GEILIN& J015T AND RAFTER OONNEGTION5 THE FOLLOWING ERAAN6 RET.PUMENTS MAY BE USED TO STRENGT-IEN THE RIDGE RAFTERS AND. PROVIDE RESISTANCE TO RAFTER THRUST ALIEN CEILING JOISTS ARE NOT PARALLEL TO THE RAFTERS, AS OUTLINED IN SECTION R602 Fir OF THE 2021 INTERNATIONAL RESIDENTIAL CODE (IRC). RAFTERS MAY BE BRACED TO A NALL OR TO A STRUCTURAL BEAM. BRACING FOR R11)6E RAFTERS SIZE OF RIDGE BEAM MAX. SPAN BETWEEN BRACES 2xB h'-b" 2x12-4" 4._3 1I 514x12. LVL Il'-H" THE ABOVE REOU REhENTS APPif ONL f TO RID6E RAFTER5, NOT HIP OR VALLEY RAFTERS BRACIV THE 16 RIDGE RAFTER IN THI5 MANNER EL MINATES THE N® FOR ADDITIONAL METAL OR WOOD RAFTER TIES. 74 3 x 4 10 24 24 16 24 14 24 2 x 5 IO 24 24 - 24 Ib 24 2. b 10 24 24 16 24 20 1 24 o LISTED HEIGHTS ARE D15TA ILE5 BETWEEN POI NT5 OF LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL- BEARING NALL5 SHALL BE SHEATHED ON NOT LESS THAN ONE S'DE OR BRIDSINS SHALL BE 'N5TALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R6023.1 OR DESIGNED IN AGCORDANGE KITH ACCEPTED'EN6INEERIN6 PRACTICE b. SMALL NOT BE L'SED IN EXTERIOR WALLS. c. A HABITABLE ATTIC A55EMBLT' SUPPORTED ➢f 2%4 5TUD5 IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE AALL.STUD9 SHALL BE INCREASED TO 2xb OR THE STUDS 5HALL BE DE516NED IN ACCORDANCE WITH ACCEPTED EN6INEERIN6 PRACTICE RIDGE MEMBERS FOR EX15TINS STRUCTURE5 MAY BE TTREN&THENED BY ADDIN6 ADDITIONAL BRACING TO REDUCE THE SPAN FEN TH5 OR BY FLACIV,. ADDITIONAL COUBLE 2x12 MEMBER5 DIRECTLY TAPER THE Exl TNC RLPAE MEMBERS THE DI INS NOTES ABOVE, SATI5FY ALL THE REQUIREMENTS OF SECTION IRO, - R8025.2 RAFTER TIES o IUCT I;s HEa DINGCo Eoa 01 ea TE aT ALL+_PM€s_rTOHTHE 02/17/2026 BY: LARRY GRAY GENERAL FRAMING NOTES 3�3 s R AIt Z3 in W W� Ln ' z ce uj Eu ~ Z Uz W N K LL K y Lu p Q m § m $ U U J 4 znlzoas �� oanwN Ev. wLv � GN F https://web.mygov.us/app/#{"page": [{"url":"/pil","params":{"container":"#mn","bc":"Permits","url":"/pi/","environment':"page"}},{"url":"lpi/projects/details?id=350048&list=all","params":{"container":"#main","... 4/14 4/21/26, 12:24 PM PDF.js viewer FLOOR JOISTS ro.PwoN+olsr x ias Live 10 Les�D. sP9oo— c aN ($I.EEPINGPAEAS). xaaul". xa1 ro.2 rvns ue ftl3 T-t 1" 19a 1' 9-i^ d-td 0-z" 2x+0 1%S 2 to • 18S 193 t6i" 16Jd sanlrem Plre (INc 2U2f1 ilvE i➢iss" to xm If�cnaN nrs nsi 9GE� No.1 ro.2 NP.3 zxP z.P a-9• za %s d ,a.a 9'<° r-r sa r_+• ss 10 12 ,ar +rs 93 t4 N - 192 1TS +a' a'A•-,d A' 'ID' ,5'-1'IR- yr rA" td ,d 8-t➢" 0 sowiwo Pire 111 N a .00T TO eE a 2, 21r. • 2a oc. winm Pro• PLYrouD . AL ExTER oR v,�.,o E,< Ao EEawe,L. I Nn,.A4 FfAMs TO PE+2 GRADE f1ATffiIAL. 1-ALL Ex• 1. pLrK-11. MA R, TO�TRkAr®. �RI�T ORRoR wAiA II+A7-RTO 15 L++YOR, ANr Os:.aF'Wr TO eE OR @..orcrt+AcraRSSIW.1 NOT un o2 OmER"et uTER ANr ERE-PA1xx1— KINEERm fR0.hRK Yfi�ER Hi �qUr AFFFOJAL.cc EUILOER. CEILING JOISTS -IL2➢ VE, ,o LesolN- (AM) m Na+ ro.2 ro.6 63'11 +9s 6s sa TA' ,%F 10'- 1' itlS as ,6 tnw' ss 3a r� ,�2 ttYA' ,2 2d-11" zx+➢ r6 w-d a-r us ,�3 �n' ,a� ,z-s• swmam rm: aRczoz+l sa-r o',r 2x1z 16 r 2t d' 1es• tza zv-t ma^ ss swmw„ Pma (pM1DI 1- I.: TDa aas, BAN , Y aTs. ALL TO D —,ER/ UN.O, ALL E+tTP10R icK iRAMIN+MATEr.1.AL TO EE TREATED, . s� OD.M1s - TONAL fRAHINo ItfcRYAnON. I UNOATION. U.ALL NTERIOR rALL� 6 ONE STND ORY PLA�Mi� BE LOw f'FARINi. PUIIDE' ACLEPrs WLL 35PONEI&LT' PON NffLKI1G LArWT TO AOINE eENr LCNFow•1lrr ro 1nu�L aiLDIN; rnols MAE£ TO THIS LF=AIer WILL"ER HIS RR%EN*ATIVE5 9JIL062 ALLFPIS UT ruu uneLITY PaR A�Er• ureur eR 1 oa m `u•sroauairwr A TO TMlsan^,rxan Fa+M zlauL,lrzu REFv'RfED ie THE [rIILDac IMI�ntATELY. t DIxREP rrT Ta ALL Nor O CUr R OTHERWISE AL2Tt ANY PRE-F ,u,TEo EE R � NEa�c Fv.:nlls rP�ER wlrwrar APPRovu of enLOER. o . v.,E elc✓KIrYWIv�E REmizp Pr IRG. —ICI— TO tie --I IANOEREo NHERE N8.1 EP ATFAR 1. r0 ALL LAT-m- TO EE - WOE ANC,. NO LaI�ER TL+,N 30 Yi£T WHEN 11FAA#O AF4LIANCcS,i RNMIhi nff LBu�nKOF IN& h5 TO m 3O" 0- IN FRCN G>= ROOF RAFTERS zo u>s U�ias oen zaooPr-LecnaN, re (cE1llNcNG NOT Ana: Eo ro NAtrens7 0- s orcm' ro.1 Na_z roe ns 2xP 16 iP-1' z: ,a. ,ds R+ m,d +Ts rA• fss ,as u • N"re +%s 2tfU 9S 10'-1,' 16'A' tYA' ,2 •Nore Nore z+w• 432 NaTE sd,Nem Pare 'N"IE SI.enexwsaslPglaxW1 (IN(:1P2t) 2 BSLVE L80 MEAN iO �¢FLECTIONree3 e LIw,CE LINGAITACH RAPrER51 2xfi i6 19'-T - t➢'A^ S 7 z1•s m'A• is-r n1n r6 zna� 1Ts +as f92 1%A' ,dM tY<' 24 +ds w'a" mA' 12 1. 21'-9' a--,➢' - 24 ,dam ;s-,➢' ,2-, tlrem Pi. • NOre:s{.en e+wetls.26' in l h IIRC2021) To m �. vlTlc 2 , rowuTlox� d� a T11.. UNo ALL NrERILa L LL�EREaf� - ur Dsc �rN TOLeE NAIL ALL¢"lEOTIOW 114P0.aRpA,.e. IFOLGA'IES A SPiILE C[::— 9OIGA9E5A $P'd1I ;LiP]y;L'r�ra;R�llrl�a 12 S-r W, &1➢ i6 xff-i' I— fssn'o^ 'NOre 2'�td 10S to tP 2%-0' 16'ir xn +ss +s 1d 1r-r �me����� NOiE: spaeeaweCs2u'in SPIN tIRCN2f) iR cros QY e• GF. w/]xMwIFS, VN1e DII 4-F o.O.... roP MO i ONAl FRb1Mb NFOmAA DN 10R, —IN I LOAD. 6FnRINS 1, -1 TO FOUDAnON MD.. AI.I INTERIOR W � �aer,tAris rc ce Lane eEaRINF. 1.oRr �w?eu u't icr aeE OR tlizlNF£RFDT FRAM r� I 1ER. LAZED n>Rux ewclrw R� __ __ _L,IT�IRc, x uL coN,E-nmlrz_ RRDDRtl � INNILATESA�rRIn a zs nyrc 3�3 rr� t s o aax¥ in W Lu 4� W VI Oz Z uJw Z Lu Uz LLI d�onYsm�°°� nu<nw �i2ola semre m IRDRN�1N cagy °n Pue, 6lNFFF6➢ i%se_nw a e � NOTE: i ,�•` IF MATERIAL CHANGE OCCURS, REFER TO IRC 2021 SPAN CHARTS. .J J o Lu g J a O .1 VEOPlAN9. NE7T_ON,TlE 02/17/2026 BY: LARRY GRAY GENERAL SPAN CHARTS DRAWN BV. �'Nt NLP � �q tM➢ E N ..Sc https://web.mygov.us/app/#{"page": [{"url":"/pi/","params":{"container":11#mn","bc":"Permits","url":"/pi/","environment':"page"11j"ud":"/pi/projects/detaiIs? id=350048&list=all","params":{"container":"#main","... 5/14 4/21/26, 12:24 PM PDF.js viewer A �V`7 � ,o T� I F—ERIOR MA —NARY VFNFFR SIIPPC� zil.kY ROOK —M E— oa. srw.ie.u^ �rR� w,.e Fr.Awips n nT¢ FXTFRIOR MA5 14ARY V NFFR 511PPORT BY STFFI ANGI F 2021 TYP BRICK ON AOOD GONDITIONS � I I 3 TOP VIEW cs ArF TMcr cry ARALCEILING JOIST/WAL NY W MULTIPLELG T6 f ClI PLATE E =AT Tan p --�v7 G _ ke i waor o BRACED RAFTER 60145111UCTION R v rs°=E ,a,,,� n sines Lcc R sr� J LOOK -OUT DETAIL FOR RAFTER 5UPPORT .L DETAIL ARINO wnr,E cpnT Al— ZT. rvv_ymp TYPIGAL POINT LOAD DETAIL at GAMBREL CEILING L INTERIOR WALLS os9 m xA oa HMI.En rmm.«aa E ox n a� TMp IN E -All rev. urt Alnr ea.0 coarv[¢ et�,rr.. s catr[rs /. •,rrr'• ��ae? —Tm_e..cn �uanea wrzr-m v�.m IIJI 11V \}" 1<s twJce ttv. Fi cu ppce DOVE GUT o o ANGLE GUT N oer c Na aka e .moo a. / �— _A. e,«cu ccszuea oo?Am nice ul+c.ns ixwu Airy �Av aap a IM LIEu Oe i.a &QAves, sumsox r ry r v T . - ¢�. �a TI 51DE VIEW 2iea w,rLS AT=12�isen, vat �i�sc A _ T �G CHIMNEY WIND BRACING DETAIL GAMBREL GE IL ING w/TYP. KNEE BRACE FURRING 5TRIP DETAIL ariin � I d, I e r`e E IA—i- a� OVERLAP ROOF DECKING DETAIL u o �r"k� cauxs.essT e o o STANDARD RAFIB2 OJI" DETAIL NDTE: FOR SLOPES_LE55 THAN b(I2, CONTACT YDuk Loci rwl� .CI5T PEP TYPICAL KNEE BRAGE GONNEGTION DErAIL5 fA R_AT FLOAT BEAMS Sr In PA— —uFr. — —All \ � eavmi 4"�va� J vuW W-ze u B L Fpl use IN UCENbrgs—L tt � zo""e a"o "uucE. moE oa 02/1712026 BY: LARRY GRAY GENERAL FRAMING DETAILS GEN DTLS1 �j https://web.mygov.us/app/#{"page": [{"url":"/pi/","params":{"container":"#mn","bc":"Permits","url":"/pi/","environment':"page"}},{"url":"/pi/projects/details?id=350048&list=all","params":{"container":"#main","... 6/14 4/21/26, 12:24 PM PDF.js viewer ZONES WHERE SMALL HORIZONTAL HOLE5 ARE PERMITTED IN A IINIFORMLY'LOAD; 51WLY SUPPORTED BEAM z P res � *�P.Fncw �w xpau ✓z srn. eo ar�mm. ns xmuvFs rrng a" .I I p I nob u.,,rore, uru um°'N v FLrH wMLADER HEAD r-"TON 5111E FLUSH SHOW ICI �R 1 i I��- 5�W veffn -Ip'� SIDING 44 Holes and Notches��Nra r= 1 Lr9 ANGLE \ ANGLE SILL uuem nwiai�uei �nl 6LTlGLT! - I 51p l d 5l —d SHEETROGK RETURNS ((—Pressure BL ling as ra mran cowed per Mumclp"Ilty++*) w z NMI. .��,r �a rl�,nn F ",`��R T Grlticol Areas of a wood beam LFro, xM mn .om Yaa a(ouni aepN or �amt GUTTING, NOTCHING AND DRILLING fa.7 4n n FnA F§svr-ir•inn MI Zlnna Fnd Bssnrinn 7r.) Zlnrxsd Fnd nk fnr Rnnf Drnlnnn5 !d C e.ssrn —Al N HI'h 5 d n v�,k.rw� c.n.�v�e�z.neua ee oaz ANCHOR BOLT DETAIL /a) ! mnr�slnn-zid» Nn[rh Whary a. > da If) Tenslnn sldv. Nntrh - N�4. R� nmm�.nd2d qy. _ SHEAR DESIGN EQUATIONS TOR NOTCHED AND TAPERED BEAMS `° ,11 ." .>o5aa,xw:Ee mxa�xs BEAgSUPPORT DETAIL ecn _ I — MASONRY SOFFIT DETAIL TEa rgs�nve weu 7� MASONRY FLOOR DETAIL L1Er y � rLUL ixrnro� s LL nLnTE s_ xwur�oM H2 or HIO H25 ®4Oc k000D OLIJMN EASE DETAIL FOOTING DETAIL `- TYPICAL BOLT PATTERN FOR 4-PLY hf�. TIpwYC IOP EONv�51PucNR4LW0IW. RPEW6x3FAt�FfA MANCFxACNREEPEC51 6 P � BFAN� GFPr1U �M ,„Eeu oNc �Eoaa 0211712026 BY: LARRY GRAY GENERAL FRAMING DETAILS 3�3 rr� t s Nyrc o;^ Ul U LU � ' Zn O Z P7I W LU UZ W GEN DTLS2 https://web.mygov.us/app/#{"page": [{"url":"/pi/","params":{"container":"#mn","bc":"Permits","url":"/pi/","environment':"page"}},{"url":"/pi/projects/details?id=350048&list=all","params":{"container":"#main","... 7/14 4/21/26, 12:24 PM PDF.js viewer I I 3�3 rr� � - s RAIt a DO NOV BOLT IN CLEAR SPAN [n W �- IIF� OUTSIDE THESE PARWETERS V REF. PLAN FOR BEAM 8 LINTEL SIZE W w • • • • ',1 0 Jw .. LLI NOTE: HT=: LLL� %1 27 MASONRY ABc7VE 3/8" - A6 BOLT, 9 I/2 -1 - HEADER A5 SHOWN (D � !� ,! w INT=L NOT 5HOWN WITHIN 2'-0" PROP' ET I I P OPENING ENDS ONLY. CLARITY A MAXIMUM OF 3 LAB, T - UIRED TO SECURE LINTEL TO HEADER BEAM, AND I III I OF (1) LA5- B0LT REQUIRED . . - -a FOR LOOSE LAID LINTEL '�� "' Y' W E�TEEL LINT--. / � MIM. I '�I-' SAG I. LINTEL ARE DESIGNED FOR SUPPORTING NON-5TRUGTJRAL MA50NRY VENEER ONLY, OTHER GRAVITY LOADS SHALL BE GARBED BY OTHER STRUCTURAL MEMBERS. LINTEL5 SHALL NOT BE ATTACHED TO HEADER / BEAMS, = EXCEPT AS 5HONIN IN " PAR CIALLY BOLTED LINTEL DETAIL . NOT Al FH5TANDING, ONLY 5EGURE LARGER - OPENIN65, INCLUDING GARAGE, WITH LINTELS THAT ARSE bx4x� OR LARGER. SMALLER LINTEL-, ARE NOT REQUIRED SHEA l F'I'. b TO BE 5EGURED TO HEADER. 2. REFERENCE: BRIGK INDUSTRY A550GIATION. AND I.R.C. - Eo.N1a ,I—MA50NRY PART I ALLY BDLTED OR LOOSE LAID LINTEL DETAIL EF'F TRN lRHC. J F \ W N _ LAG ' BOLTS 5 E 3 H2" - Q 2" LAG BOLT=.1-_-1 _ r- �. f� ,;r U - _ z �P' PEP FI PN - IiLI TH TAX. � w 1 _ I_4y o P. SIDE VIEW Ir o REF. PLAN FOR BEAM 3 LINTEL SIZE Q O 0 g U < a O w �/ IS J J _ e y w of w Oo L NOTE NOTE MASONRY ABOVE 3/8" LA6 BOLT, 3 I/2" LONG (TYP) INTO HEADER AT lb" O.L. LINTEL NOT5HOAd P �QO 00 FOR CLARITY" � N N N � s STEEL LINTEL1. 1 / . %limit//l.,�'!i �asE ooFS I_INTEI_S ARE DE510NED FOR SUPPORTING. NON-STRUCTURAL MASONRY VENFIF 11._Y. OTHER GRAVITY LOADSM�a, HoTAU-0¢Fnr�-1 oEOR U SHALL BE CARRIED BY OTHER 5TRUGTURAL MEMBERS. LINTEL5 SHALL Nr T F E TAGHED TO HEADER / BEAMS, :oNNaORONANCE. u UNI_E55 SPECIFIED ON THE EN6INEEREED FRAMING PLANS, OR WHEN SU=1 I I MASONRY ABOVE THE ROOF LINE. 2. LINTEL 6 hJ__ BE AITAGHED AS SHOWN IN "FULLY BOLTED T ['I F' I I r I . 02I17I2026 BY: LARRY GRAY 3. FOR LIN I - [-BEATER THAN 16' OR LINTELS N/EXrE55IVE -1, 11 1 1GERED FRAMING PLANS { ELE IT NlZNoT-`l'y o 4. REF C LRIGK INDUSTRY A550GIATION AND I.R.G. CONSTRUCTION EOiNewsewE< ORPUKIC R -0P A. 6 ALL CNANOE6 MUST RE APPROVED. o — FOLLY BOLTED TO ENGINEERED E3EAM DETAILIS GENERAL FRAMING DETAILS GEN DTLS3 https://web.mygov.us/app/#{"page":[{"url":"/pi/","params":{"container":Vmn","bc":"Permits","url":"/pi/","environment":"page"}},{" url":"/pi/projects/deta iIs? id=350048&list=all","params":{"container":Vmain","... 8/14 4/21/26, 12:24 PM PDF.js viewer — l I .QLE fRAla.S tmo BRFLED WALL PANEis/- _-I (ON � 2SIDE OF zxEAiHNw- S� I 4'R III 15 III . N ACK cf OF NEA E+. `<°I.Ii,EE<.v'E5 EIIN.4 _OVER_ $ ro LE � � TE WW RBW Gf 3 EAR Pa �IRs IN SAL _AL GASigWTION� (hS � A D hLL51l'!F - 11 TABLEVF602 of T MH.DalaE jyb FY5T L�GNTGJ _i1k / FlA ZIER LC CI4Nll'�FRA�NS) ALE. FRONT ELEVATIONDJJ�N �E 5EOTION FIGURE R602.10.6.2 - METHOD PFH:=eg IT PORTAL FRAME WITH HOLD-DOWNS NTE. EnExT I ­w TH fRP 11 AGED WKL FL F.TlME(. H IB�F NISI WIPM OF OFFII NG FJR Nx W.ib:E EUi Al{� _ N �` • M ­ 11/4' HFT HFA R -FL LT T F In' III E R g ZTFIN BJ.x BA1515'ARID VA 1Ab � vgNN IE� } ` �„ �-E E 9F EeF •EA ap FRAM 1 1 NE. i1EA I' 11 L iFL p{ s �nN. AELE III P� IIN JN uMt NIN-AT— F:w5 kEauvaE —TV o T-TnetE MN OWaLE a y TH �(K Nb NE M4K A tl 2105 F- U rinaN� o5"In WiTN sxz.3ne iu fEN e rW<t&R �{SEcnOIY Ra�J.E Sff sec Aeumc Y I5 I9 w u ax AIEAV£k W 1H b bD i STRNGNRAL ' ' ' �JMos+FTI.'#eAAxTDNI°NRG TwOn .RanL:rA�E o ���(y A -.m wTx '4 RAeoSL= TSOIE PA&F TO PLI IN UF THE �T�ncu PEcnolis �w�co.,,RLl.N,RAL OR,PL '-RIM.�I�T OVER RA WOOD FLOOR FRAMING ANCHOR OPTION—RIM.n°""(�flR (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM W15T) k WWDs1WGi4WAL HALL 4�tf PLA. iO. A HEA'IMGT NASTLSOLE-1 TO PAt®. $IEATNINb TO J01S1 PER TA&F it BAND (at RIMJOIT 1N FEN TABLE T.TPaP ecNPa2 RIH vbozBtU vaTH AcaamN 5 ,. RraeBlu NAI c roP a 63rtOM OVER RA15ED AOOD FLOOR - OVERLAP OPTION RIMBArm oR (WHERE PORTAL 5HEA7HII LAPS OVER BAND OR RIM BOARD) FIGURE R602.10.6.4 - METHOD CS-PF: CNTs CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION TOP VIEW 16 ; FRONT VIEW BRILK L SIDE VIEAf RETROFITED TENSION TIE b_I Fl TF - HITI LfR.N fiVtl F&LPAldi�� —J OPTFSAY W41/=' n=Aw f A A INS SNO Ac1ffp TO � � � fr 0 OM CR ", tb: FEI.a�W WRPA5iEN2R EDbC`• IT-A..rI' IIAT AT AL L HIN !X -. NA R M , A.M 0_ l.LO5 (00.0 )A •/CFEp 5,W5. SEE TE D� s+LLv ATE THE M ANC OF'P-N1E TRAP L 1 WaA ION B .2O ALK+E (3i IUlA lm3 EGU V,.'GI OF =2 FTl FR 1 'PLA ND siRAP AILI E60W 59RF51F'fR A� (, NEAOF Mil NAL KIl55nAvU fN}B]N41Lso b'bc. /I SPA��a �\ � W / EP5 IE➢ WEEN! 1 FL/. �E SN05 da 5R95 JfF�t xAL-0s3 FRO OPPU�IT�ES ETO vb'•P GO�iufL�OF PANEL. — f � 9� 13' T03<' cOW CI�FH MN n'BPW1 ON �EMEI.V) � fATNIN6 oN EKi�QR HALL ALL PER . n W .5 (cf. E21V) YtA'H NG Tit Ex}Et WALL nNFAGNRER R M Ova 13 1RIXSlxKaz H 5 SN IVE ITRAP 1 'A"ss, IF R. C DOW 12" TO 24" CI-PFH FRONT ELEVATION SECTION 'A' —'A' 11 - aH��s�Er: evEL�.DFA �Klws s>•LD � ilE sr NAI_ ITH e)- ALER, IV! T `pK — L ' • � ?UMD YT41N DOW 12" TO 24" CI-PFH BACK ELEVATION DETAIL'C' NTs LT.. A MTV �. (u}pi NAILS Ix n F-� isAOER (N}I 1n, ���JJI OHGra ZpM STRA f Vl5YM/.xY✓ECin!b NEADP< IIGJD5 TIN F£iWCN1 l N )I IN HEADER IIIE eE;a cd NAI INYO KIND �SiV J iF I KINE 5TA5fN(?EPSI SNU IDS \ VHiTIGAL F �lE. wXtIIDNTPL RIATE; G_Z 5'No5 (I?}od MHE 11- I)} NAILb IH HEADER NONI H_Ev ON fIJJ ° I5)-Icle NAtS fN3aCd — IK0855nIO JACK- BN.K ELEvanON An (NH N4 L5 Nm K 5IW. NAIL5IM1TJ W.K 5TID PLATE AND STRAP NAILING SCHEDULE c01 NTINIUJUS v T/la• cOKTINWUSLv T ry µ I I— THIGKPIEr 'EUL1rtEo (4U 0:6 INSTIL (CI) 6 Dn HIND +G n `"" 1- 12 1. c,1 •• F-4W-DLITII .�, •••IF mN 1511 n. SECTION 'B'—'B' SECTION 'B -'B' (WITHOUT INSULATION) (WITH INSULATION) ITI r11 TI D1�nREDvlroxu n•reou+o%<aN PIEAeWRKUt SnPiBERB M'IAB'tY.6. MIN b' AG �BEPNECi4 ALL OPEwNBS:Np a�x.'Na5 - �� '. MINLolls - � y:.. LENTHZED M o rvEl r i. a t CI � � BnN- W i La AFTH NLHFP- 1 e _. .. JACK OR ONb STIm NI ICATEE 4 R✓ f:;T1 o E Mw�,) OPTIONAL WEB OPENINGS IN CONED wTHTHOT E Bu"iONO CODE OR DIIY AP - O _ OH TiE 02/17/2026 BY: LARRY GRAY 3�3 rr� t zs (� w W� Ln ' z Lu ~z UZ LLJ J o LIJ N Q z � J a € Q X U � LIJ U a E > o c� w � e w N of P W � o On co IF IF W 2 = U U J u a a DNAR�Bv. NLP � SW DET1 �j https://web.mygov.us/app/#{"page": [{"url":"/pi/","params":{"container":"#mn","bc":"Permits","url":"/pi/","environment":"page"}},{"url":"/pi/projects/details?id=350048&list=all","params":{"container":"#main","... 9114 4/21/26, 12:24 PM PDF.js viewer E,—. OFDPE I I`P OFF, I` BRAGEF FIGURE R602.10.8.2i BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS 11 LONTINJOUS RIM - RET TO 5HEET SA FULL NEW BLOCKING OR END MST FOR GYPSUM CANTINUOUS WAALONG ' BOARD IAPHRAGCEILING LENGTH OF DM NOTES , LL pANaBRACED PERPE IIOULAR / FRAMING ` 8d 0 6" OG. Bd ® 6" O.G. ALONG BRACED ALON45 BRACED PALL PANEL WALL PANEL BRA FD WA BRAIDED HALL PANEL PANEL 3FRd . I6" a.4. Ill A 16" D•,L. ALONS BRACED ALONG BRACED WALL PANEL WALL PANEL PERPENDICULAR FRAMING L©NTINJOV, RIM Flll NFICHT BLOCKING OR END JOIST CONTINUOUS AL0I LEM5TN OF BEADED WALL PANEL FIGURE R602.10.8i BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR / CEILING FRAMING CONTINUWS REFER TO SHEET ADDITIONAL FULL HEIGHT RIM OR SWI FOR GYPSUM FRAMING MEMBER BLOCKING 9 16' END r BOARD CEILING DIRC-ITL,Y AWIJ O.C. ALONG JOIST / DIAPHRAGM BRACED HALL BRACED WALL NOTE. PANEL PANEL '<-16d NAILS EA6H SIDE Sd ® 6" O G. 0d a E' O.G. TOE NAIL >-dQ ALONG E�RACFD ALONG BEADED NAIL+ N EACH WALL PANEL WALL PANEL BLOCKING MEMBER BRAG WALL BRACED NALL BRACED WALL PANEL PANEL AANEI, 3-I6d a P6" O.G_ 3-16d ® V, O.L. ALONG BRALED ALONG BRACED HALL PANEL NALL PANEL 2-Ibd NAILS EACH SIDE OONTIN001r, RIM ADDITIONAL FRAMING FULL HEIGHT OR EIN, J015T, MEMBER PIRECT-Y BLODKINC ® 10' O.C. BROW BRACED NALL ALONG BRACED PARCEL MALL PANEL FIGURE R602.10.8(2) -BRACED WALL PANEL CONNECTION PARALLEL TO FLOOR / CEILING FRAMING THERMO-PLY (RED) 4 MLI F THE R=1 I 'I c T" IC.K- F` �,.F. ' A5 MALL 1 "'L. I IFANENLOV M A -,E MAC VERTICAL F F F pNT! 1BOARD -1 1 Au oAT 16^ _. IAL I 11t P1 1/y RLWH 1 R'OOEPORT REPORT L OR NOt [ 1: 11 I.. PANE MOTH NATO CL ASPECT NATOGF 1_ I KCt LAA1 F ALTERNA51SP5 TO "ORMY PLY: -1Au" THIDK 05B 5HEATHING -1/2" OUIETBRACE WALL 5tEATHINS -RMAX nIERMASEATH-51 -STYROFOAM 515 AND SIB PLUS -MIN. T/16" THICK ZIP 5YSTEM RMAX THERMA51FEATH-51 SHED RMAX THERMw5Hl 2' rev "tiJTECTVE SHEATHIN65 ARE PERMITTI7) TO P- -TR1,-TURAL WALL BILL THIN6 TO PROVIDF LATE', AND UPLIFT LOAD RE5ISTANGE FOR WALL '_TES USED IN DONVEIITIONAL LIGH F FRAME WOCL 4 ' NON. FOR STRUCTURAL A5 MUST BE * E RMA Iw PANELS 1116 T BE IN T -'..I PITH THE RMAX LOGO FA INC THE EX— t NOMINAL WOOD STUDSPA SPACED 2"c " ALL JOINTS AND PANEL EDGE' ML:T BE " `:H MINIMUM PANELS ARE TO L APPLIED - 112 HMINIMUM PIN 16 GAUGE GALVANIZED 5TAI L - T 1 .. /2" ET I' GROWN, MITT I NG M LF FA 7ANUEN A M'J 11'1ll PENETRATION INTO BENEATH I E MEINBERS FASTENERS MAY PL COUNTERSUNK BENEATH THE SURFACE OF THE FOAM PLASTIC SHEATHING. " FASTENER SPACING NOT TO EXCEED i TER . ":AHED EDGES OR AFF AT INTERMEDIATE MEMBERS. STAPLES D N ZED WITH DROWN PARALLEL EL FRAMING 0SHEAT AND NOT MU THAN 3/0" FROM PANEL EDGE`+. * SHEATHING F F 5 MUST BE PUKED AT FRAMING PANEL SINGLE ROW OF BEHIND. APPLIED TO EA..H PANF1 EDGE PA STUD BEHIND. , AN EGUNALE T MAY BE USED ON BRACED WALL LINE A5 AN EQUIVALENT ALTC MENU TO METHODS WSP PA NI T55OF N5 202 RC W&0 INSTALLED E ACCORDANCE WI fH SECTIONS R602.2 e R60201O 1. PER TEGNNIDAL EVALUATION REPORT, TER No. 1201-OI. -FOR ALL 5HEArMN6 APPLILANON% RECYJIRET, BP.ACED WALL PANEL LETYTHS FOR THFFN?MASHF- TH5 `.MALL BE DETERMINED BY MULTIPLYING THE LEN51I.61VEN IN TAEL.E5 R602,10.END AND R602.I03(5) WITH AN EOIIIVALENLY FACTOR 01 11 FREE TER W., 1201-0I, TABLE U. Al EFTA ALTERNAL TT�jFIERNO-PLY l/16"'HICK Or / ZIP SYSTEM 511EATHING 12" OWETURALE WALL SHEAT'HIN6 THERMO-PLY (RED) AND IBLHE) 5HEATHIN'5 -5TYROFOAH 515 AND 515 FLUB 51YROFQAM 515 5HEATHIN6 57YRDPDAM 5TRUCTURAL INWLATED %EATHING(515) AND 5TYROFOAM 515 PLUS ARE PERMITTED TO BE'LE O A5 G1"TLIRAL WALL SHEATHING TO FFDVIDE LATERAL, TRAN5VER1,E, RESISTANCE FOR AND UPLIFT LOAD WALL A55B-BLIES U5E0 IN GONVIDMCNAL. LIGHT FRAME WOOD CON51PUDION. P STRUCTURAL All 1P FATHING PANEL I I.. _ I I_ N ALLY 11 1 T v 1 1 w f - ALL WITH /IbTH 11/16 E FASTPIFRTE - - i. AT PANE E UN 5TUPS I USE9ON BRACED ATIVE TO MELMODS F 11 ;HSTALLED IN 1102.10.4 AND PER -ATONDI. RE ET ASP- MINED ITABLE R602.113NU AL_EE 'I If51S PI U5: r F I IL, MIN /In IT �i _1 _T='H 1/16 05B 5HEATIFING /11-P '.SAL 5 FATHIN6 15 PERMITTED TO BE U6ED TALL SHEATHINC TO PROVIDE LATERAL, "L' UPLIFT LOAD RE515TANCE FOR KILL - IILONVTH-1-NAI LIGHT FRAME PLOD -PI _ ALLED VERTICALLY - 11NG MEMBERS, 1ST BE ELOGKED. L, I- - F rl Fl:+ T:: PALL FRAMING 4!I H I T'I I AT FANEL EL MEMBER- EllTEI1_ E `2 THAN 16' FP,11 FANFI F STUD.. SHAD B PA _- :E SHEET NI In- BF IF= FOR MFH _ Imo.'. Ih5TAl111 11 R6c '- LONTiM. -- o B0'TI I 1L PELOHI AI " FOR NO .INIUM PANEL WE H I I [. I': TABLES Rb021 - FOR CONTINUO IT I 1 11 II q-1 PANEL WIDTH IH115T BEE I L -F I L R60205 IN THE _I IMD A EPTAB_E ALTERNATVE5 TO T/Ib DEB: P1 OULTBRAGE WALL SHEATHING' -THERMOILY (RED) STRIKNRAL SHFATMING -THE-eMO-PLY /BLUE) STRULNR,NL 5HEAMIINK- TTYROFOAM 515 AND 515 FLUE -RMAX TFERMASHEATH-SI PEN5GLA55 FIREGUARD 5/8" (PIREWALLL QUIETBRAGE WALL SHEATHING DEN- I 1-: I E A DE50RIBPD I/2" OUIETBRACE WALL SHEATHING 15 PERMITTED TO BE USED AND I _ b CR rANNL,� AS 5TRD• TURAL WALL 5HEATHINE TO PROVIDE LAT52AL, LED INA TRANS RSE, AND UPI..IFT LOAD REP 5TANCE FOR WALL BLIES ,. N ASSEMUSED IN CONVENT ZONAL LIGHT FRAME NOOD 1 CO—ITION. I N A, I IO I GLAS IFED A - -- - - ND MY REEL T F-, e ENER' F F - - -. I'.. F - 11 IF-FI 1l M _� THAN I/� VVIDC FGR FEEL FRAMING. FRAMIN THAN �' FROM THE PLANE OF I- - AMINO FASn 6H. WITH THE PANEL AI- I - C •.T.` TEE FRAMING 5T-, - - VTTHE ENDS AND F - -I F✓JS(PER TO ATTACH -III END JFINT5 ry„ -I A55 I HE FIN[- I- 51DIN, T I FOR PROPEII, I1ND ..:. E5. FDR 5TRLLTURAL AFPLIWION5: SHEATHING PANELS SHALL BE INSTALLED VERTILALLT N TO 2" (MiN) NOMINAL AOOO FRAMIN6 MEMBERS_ ALL JOINTS AND PANEL EDGES, MUST BE BLOGKED. " 5HEATHIN6 MANFA- ARE TO BE APPLIED TO WALL FRAMING WITH MINIhIUM Gd COMMON NAILS SPADED AT 6"o.c. AT PANEL EDGE AND 12'b AT INTERMEDIATE FRAMING MI THFASTENERS ARE APPLIED IN A 5146LE RON NOT LE55 AN 3/5" FROM PANEL EDGES. * 5TJV5 SHALL BE SPACED AT i MAX. * 055 SHEATHINC MAY BE USED ON BRACED WALL LINES FOR METHOD5 45P AND LSWV' OF THE 2021 IRL KHEN INSTALLED IN ADGORDANGE WITH 5ECTICIN5 R 02.O a R602}0A. CONFNUOP5 SHEATHING SHALL EXTEND FROM TOP PLATE TO BOTTOM PLATE AND SHALL BE APPLIED ABOVE AND BELOW ALL OFPNIN6E * FOR NON CONTINUOUS 5HEA7HINIG APPLILATION5, MINIMUM PANEL HID H MUST MEET RENIUMENT5 SPECIFIED IN TABLES R602105 IN THE W21 IRG. " FOR CONNNUOUS SHEA HINC APPLICATION5, MINIMUM PANEL WIDTH MUST BE EQUAL TO THAT SPECIFIED IN TABLE R602.05 IN THE 2021 IRG,. AU —ABLE ALTERNATIVES TO 112" OITHIT RASE -TlI6" 05B SHEATHING -THERI4O-PLY (RED) 5TRULTURAL SHEATHIINS -TIIERMO- LY (BLUE) 5TRUGTURAL SIffATHM6 -STYRGFOAM 515 AND S15 PLIF -RMAX THERIMASIEAI'H 51 ZIP SY5TEM WALL SHEATHING ZIP T, FTF I WALL SHEATHINC ZFALL I-L 4 l �1 ft SE= FORTH FOR 1/16 1EUVE N ' �F THE REOUIREEPINTD T 1 -I IOF ZIP 1A[ - - F1 1ITH THE MAIN )T —IONS I'. LSAT 1H1E PAGE NELEAEEO FOR cn"ET .BO EASE DOES NOTAUTHOREE ANY WORN A.IN CONFL cr.. n,E'NLo NDcoDE on CITY APPROVED PLANS TO BE NEPTON THE 02 I712026 BY LARRY GRAY a z SE"m n v1K 3�3 rr� t s in LLl W� w Lu Ln ou Z ce LLI Lu I(D Uz w SW DET2 �j https://web.mygov.us/app/#{"page": [{"url":"/pi/","params":{"container":"#mn","bc":"Permits","url":"/pi/","environment':"page"}},{"url":"/pi/projects/details?id=350048&list=all","params":{"container":"#main"... 10/14 4/21/26, 12:24 PM PDF.js viewer EXTENT OF Hi DOUBLE PORTAL FRAMF (TWO - " MIN. 3'x11.25°NETHEADER T FAST EN TOP PLATE TO HEADER WITH SINKER TWO ROWS OF 160 SINKER NAILS AT 3' O.C. TYP. 10M W STRAP OPPOSITE SHEATHING FA87N SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOXNAILS IN T GRD PATTERN AS SHOWN AND Y O.C. IN ALL FRAMING GVJDS, BLOCKING, AND SILLS)TYP r _—SEE TABLE BELOW UNO. REFER TO TABLE SOUTHERN YELLOW " PINE N0.2 GPADE MIN. 711W MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING (OR EQUVALENT) MIN. SIMPSON STRONG TIEDOWNSTHD10 (OR EQUIVALENT) EMBEDDED INFO CONCRETE APED NAILED INTO FRAMING �ANCHIRIOLTS: REF: SECTION R403.1.6 OF IRG 2021 Q N KWALLPANETS) M I— ----- DENOTESMIN, J2)&12GARAGEHEADERI DENOTES 7116- OSS, MIN. DENOTES SIMPSON STH0-10 MIN. DENOTES SIMPKNCS16COILSTW (� DENOTES 2x STUD-S.YY.NO.2MIN, i O DENOTES IR'J OLTwIT'EMBEDMEMI .. WIDTH WIDTH I PIATEHEKiHF PANELWIDTH MIN.YSTUOBU I BFT. 812 1212e4 I9FT110Fi. 111 Fr..112FT. 10'I2x4 11) 212.r4 NNJPPW PFH PORTAL FRAME BOUBLETOPPLATE/1y I I Ila 1 s IQ y ; �` ' —112"GYPSUM BOARD III. r 19 WOOD IS ISST WHO, f 11 STRAP (SEE SHEAR WALL Illl PLAN SHEEDD)FOR Y INSTALLATION REQUIREMENTS 1 8 LOCATIONS)—, y—S1LLPLATE RAGE SE /I INTERIO GE ISE LATE ~ANCHOE BHEET SW71 S N2 FOR INSTALLATION REQUIREMENTS)�V MF INTERIOR WALL SECTION 1_HA PACE Re F%9Fn NeCloMsmuc__ IINCONFLI"ci�WDH TH u➢InaAcoDE OR 02117/2026 BY: LARRY GRAY 3�3 rr� t - s RAIt It a 9 (� w U — W En ' w I"I z I� UZ LL em`onY�m��� Duinv Inizo�4 m 1G3u s�tF �emra cagy on fuec `rot°o oan Q�ee�� OttPt���bNnt f`�'^ hom v r ^ad J J o W m S J a Q U Z LIJ ¢w U � o a � 1 w IY ) WEd w p Q m J_ co W U J U oRAwN ev. wLv � AFe: 1� F SW DET3 https://web.mygov.us/app/#{"page": [{"url":"/pi/","params":{"container":"#mn","bc":"Permits","url":"/pi/","environment':"page"}},{"url":"/pi/projects/details?id=350048&list=all","params":{"container":"#main"... 11 /14 "O CD N Cr _ 2505 N. PI-1 Rd R.uhv"d ,"I'X'15— CHILDRESS dm.er,3or 214d51-51.31 I ENGINE EX ING SERVIC ES www o�llbulum, October 30, 2025 an oc GRAPEVINE THE PAGE RELEASED FOR CONSTRUCTION CCHBuilders - Carey Caldwell E - EDoesNorA.m�owgnl.�-1 2500 Lakepoint Drive INcoNFu i N .OBq ANM cmeoR Southlake,TX 76248 CITY A EKEPTON.*NE ,P`Ri, TLL TIMES. Re: 1225 Murrell Road / Grapevine, TX 0211712026 BY: LARRY GRAY Lot 1 Block 1 Plan Custom BUILDING INSPECTION DIVISION RELEASED DOES NOT APPLY TO �ONSTRUCII ON IN EASEMENTS OR FUSUC RIGHT-OFWAY. ALL NOES MST W APPROVED. To Whom It May Concern: This letter authorizes the following plan, designed by Childress Engineering Services, in accordance with the "Design and Construction of Post -Tension Slabs -on -Grade" having been designed to meet or exceed the specifications stated in the 2021 International Building Code, the 2021 Intemational Residential Code, the Current Advisory Boards (BRAB) Report No. 33, and currently recognized engineering practices to be utilized at the project listed above. Calculations for the above plan were performed based on the following: Subdivision: Sleepy Hollow City: Grapevine, TX Soils Lab: LIES Soils Report: G253608 PI: 20 Qu: 1500 NGSNEERING Sao If we can be of further assistance, please give us a call. We apprpl�iti(ftu to be of service. L+' Respectfully,....L....__...............i.+..j TOIJY H CHILDRES_S r ^ � r9... ,_....... 7202g....i�4L hi l 1h7�oti rir Tony H. Childress, P.E., S.E. P-74P2 7n w (D N A 4/21/26, 12:24 PM PDF.js viewer No underground plumbing or foundation work prior to an approved form survey. �NDON SPADING 6 4 SP ®4'-9" b" (TYPICAL) 6 28 lE m Nm 522 q ryEryNry� n Nm r♦ � �6Y N R"OIk CONC. PIS OE'--`--522 MPJS�NoiFS. 4 65�3 5'2 1/2" fHK.Y5LAB I III I 522 1 I I I �f� pima FCR eHllf oR<z�SNr) _ � ou�ivaTEm aeINF. TYPICAL FIER DETAIL TEMPORARY OA51NG Ns..�R E�OAF"Pa RG�"o MAY BE REQUIRED. RE ESEooESNOTAn NIDR�AN aRR N �aNFL � oN` w o� A�w�cE �ooE oR CITY APPR �VFp� N9 rowEIRFPTON TRF __�_ arms nESEs, TOTAL 5MARE FOOTAGE OF SLAB = 400 SO. FT. G211712026 BY: LARRY GRAY GONOIVISION: PIER STEEI- REINFORGEMETtF OPTION SLFFOIILE RELFnsO"SOOEsCTNOT APPLv 10 S cawsrRu RIGHT-OF.way. R PueLlc NUM2ER 4 9 AucNANCRSREusTse APPRoveu. USE 0 3 T1E5"2" " 12" O.G. F EACH P IF THE ER NUMBOF REBAR E 9. 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GAJess, PL. k]2nP9 1A/06/25 !Record mpY on iAel y / l O IDwpL fir^' 3 OE � 25-712533 Q�ss RS P oP�te e I S1 F�a�yTd,Y P� https://web.mygov.us/app/#{"page": [{"url":"/pi/","params": J"container":Vmn","bc":"Permits","url":"/pi/","environment":"page"Jjj Burl":"/pi/projects/details?id=350048&list=all","params":{"container":"#main"... 13114 4/21/26, 12:24 PM PDF.js viewer SILL PATE L 5= WALL IF LIVE END5 ARE AT 6AR4!£ ENTRY 51LL PLATEL 51UD WALL PER B1ILDER FINAL 5TRB55 MU5T BE PONE Rt10R 51LL PLATE L 5TUD WALL 4- TO II" RE4UIRE5 I-M4 T- 5L. RATE $ 5T V WALL BRILK5/ OR STO PER BUILDER (OMIT 51W WALL • PoRLH OR PATIO) �TO POJRIN6 DRI'JEVIAY fANLRETE PRPGE DOOR %tILKS/ ORSTONE- P BALDER PHt BUILDER PER BUILDER PER B)IB 0 PER BUILDER D' TO IS" REgIIRES 3-M NDRZ w BRICK LECRiE - SLAB STRAID BRICK LEDGE �n x (ONE TOP a ONE BOTTOM) PoST-TBGION STRANDS WHERE APPLILAELE GONG. DRIVEWAY POST -TENSION STRANDS SLAB STRAID i �"- W Q p. 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