Item 6 - 4492 Soda Ridge RoadCase No.
ZBA25-0018
S T A F F R E P O R T
January 9, 2026
CASE NO: ZBA25-0018
PROJECT: 4492 Soda Ridge Road – SEU for Setback Reduction
EXECUTIVE
SUMMARY: Steven Schell, on behalf of Julian Fisher, is requesting a Special Exception Use, per
Ord. No. 480, as amended, Section 44.12(6) for a setback reduction for residential
accessory building or structure on property described as Lot 8, Block B, Lakewood
Ridge Addition, and located at 4492 Soda Ridge Road, Southlake, Tarrant County,
Texas. Current Zoning: SF-1A Single Family Residential.
REQUEST: The purpose of this request is to seek approval of a Special Exception Use to reduce
the required side yard setback from 20 feet to a minimum of 8 feet for a 768 square
foot detached pool house. The property is 1.52 acres and contains the Army Corps of
Engineers flowage easement in the rear, which occupies approximately 37.7% of the
property. An existing fence and retaining wall are located along the outside of the pool
area. Beyond the barriers, there is an elevation change of approximately 10 feet from
the principal structure to the flowage easement. The applicant contends that the
location of existing improvements and topographical constraints necessitate the
proposed location of the structure. The accessory building will be approximately 15
feet in height.
ACTION NEEDED: 1) Conduct a public hearing
2) Consider approval of the requested Special Exception Use
ATTACHMENTS: (A) Background Information
(B) Vicinity Map
(C) Surrounding Property Owners Map and Responses
(D) Application & Support Information
STAFF CONTACT: Cyndi Cheng (817) 748-8269
Jennifer Crosby (817) 748-8195
Department of Planning & Development Services
Case No. Attachment A
ZBA25-0018 Page 1
BACKGROUND INFORMATION
OWNER: Julian Fisher
APPLICANT: Steven Schell (TCP Outdoors)
PROPERTY SITUATION: 4492 Soda Ridge Road
LEGAL DESCRIPTION: Block B, Lot 8, Lakewood Ridge Addition
LAND USE CATEGORY: Low Density Residential
CURRENT ZONING: “SF-1A” Single Family Residential District
HISTORY: - A Plat Showing for the Lakewood Ridge Addition was approved by City
Council on April 11, 1977.
- The property was annexed into the City in 1988.
- A new residential residence was issued March 25, 1996.
STAFF COMMENTS: The proposed addition is shown to be located within the Flowage Easement
and will require approval from the Army Corps of Engineers.
The application and exhibits are provided in this Staff Report.
The findings necessary for the Board to approve a Special Exception Use are
below:
1) No special exception shall be granted unless the Board finds that the
requested exception is specifically permitted by the zoning ordinance;
2) That the location of the proposed activities and improvements is
clearly defined on the concept plan or plot plan, and
3) That the special exception is wholly compatible with the use and
permitted development of adjacent properties either as filed or subject
to such limitations and requirements as the board deems to be
necessary to protect adjacent properties.
Case No. Attachment B
ZBA25-0018 Page 1
Case No. Attachment C
ZBA25-0018 Page 1
SURROUNDING PROPERTY OWNERS MAP & RESPONSES
SPO # Owner Zoning Physical Address Acreage Response
1
ANDERSON, RICHARD JOSEPH TR
ANDERSON REVOCABLE LIVING
TRUST SF1-A
4553 N WHITE
CHAPEL BLVD 0.72 NR
2 SPARKS, MONTY E & GAIL K SF1-A 4520 SODA RIDGE RD 0.36 NR
3
MAGETO, YOLANDA N & SALMON,
MICHAE A SF1-A 4506 SODA RIDGE RD 1.16 NR
4 GIBBENS, DYAN M & JEFFREY JR SF1-A
4527 N WHITE
CHAPEL BLVD 1.28 NR
5 KAISARINE & ERIC HOLDINGS LLC AG
4500 N WHITE
CHAPEL BLVD 0.01 NR
6
BROWN, EILEEN TR GERALD &
EILEEN BROWN LIVING TRUST &
BROWN, GARRICK SF1-A 4525 SODA RIDGE RD 0.01 NR
7 BABARIA, MANU SF1-A 4491 SODA RIDGE RD 1.16 O
8 SADDLEBACK ACRES LP SF1-A
4490 N WHITE
CHAPEL BLVD 0.01 NR
9
HALBERT, RAYMOND KEITH & LISA
LYNN SF1-A
4440 N WHITE
CHAPEL BLVD 0.15 NR
10
GRAY, GARY L JR & GRAY, AMANDA
M SF1-A 4488 SODA RIDGE RD 1.49 NR
Case No. Attachment C
ZBA25-0018 Page 2
11 ESCOBEDO, ALBERTO G SF1-A 4426 SODA RIDGE RD 0.33 NR
12 KOLTER, THOMAS & NANCY NICOL SF1-A 4427 SODA RIDGE RD 0.24 NR
13 GPLM LLC SF1-A
4490 SADDLE RIDGE
RD 1.49 NR
14 KOLTER, THOMAS & NANCY NICOL SF1-A 4429 SODA RIDGE RD 0.11 NR
15 HURST, EDWARD SF1-A 4382 SODA RIDGE RD 1.73 NR
16 SUPERINTENDENT OF CARROLL ISD NR
17
SUPERINTENDENT OF GRAPEVINE
COLLEYVILLE ISD
18
SUPERINTENDENT OF NORTHWEST
ISD
19 SUPERINTENDENT OF KELLER ISD NR
1000
FISHER, JULIAN CHARLES LON &
BROOKE COLLEEN SF1-A 4492 SODA RIDGE RD 1.52
Responses: F: In Favor O: Opposed To U: Undecided NR: No Response
Notices Sent: Nineteen (19)
Responses Received within 300’: One response in opposition received to date.
Case No. Attachment C
ZBA25-0018 Page 3
Case No. Attachment D
ZBA25-0018 Page 1
SPECIAL EXCEPTION USE APPLICATION
AND SUPPORTING EXHIBITS
JR
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VRESLA STRUCTURAL PLAN4492 SODA RIDGE RDSOUTHLAKE, TX 76092 AUGUST 2025
GOVERNING CODES:THESE PLANS ARE DESIGNED TO COMPLY WITH ALL APPLICABLE PORTIONS OF THE 2021 IRCINTERNATIONAL RESIDENTIAL CODE (I.R.C.) WITH THE CITY OF SOUTHLAKE AMENDMENTS.REFER TO THE SOILS REPORT FOR ANY PAD PREPARATION AND PRE SATURATIONREQUIREMENTS. CONTRACTOR SHALL REVIEW AND BECOME THOROUGHLY FAMILIAR WITH THECONTENTS OF THE REFERENCED SOILS REPORT, WHICH WILL BE CONSIDERED AN INTEGRALPART OF THE CONSTRUCTION DOCUMENTS. ANY PROBLEMS ARISING FROM THECONTRACTOR'S LACK OF FAMILIARITY WITH THE SOILS REPORT SHALL BE THE RESPONSIBILITYOF THE CONTRACTOR.FOUNDATIONS:1.FOUNDATION DIMENSIONS ARE EXTRACTED FROM ARCHITECTURAL DRAWINGS.ENGINEER HAS NOT ASSUMED ANY LIABILITY WITH RESPECT TO THESE DIMENSIONS.CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS WITH THE ARCHITECTURALDRAWINGS AND THE FIELD CONDITIONS. CONTRACTOR SHALL VERIFY THE LOCATIONAND SIZES OF ALL ANCHOR BOLTS, HOLD DOWNS, EMBEDDED STRAPS AND FRAMINGMATERIALS.2.CONTRACTOR SHALL VERIFY CONFIGURATION AND LOCATION OF ARCHITECTURALFEATURES, SUCH AS BUT NOT LIMITED TO, DEPRESSIONS, SLOPES, SHELVES, PATIOS,PORCHES, AND STOOPS. NO OPENINGS SHALL BE PERMITTED THROUGH BEAMS, JOISTSOR COLUMNS UNLESS SHOWN ON THE STRUCTURAL DRAWINGS OR APPROVED BY THESTRUCTURAL ENGINEER.3.ALL CONCRETE CONSTRUCTION TO COMPLY WITH "ACI SPECIFICATION FORSTRUCTURAL CONCRETE" (ACI-301). POURED IN PLACE CONCRETE SHALL STRICTLYADHERE TO THE PROPORTIONS ESTABLISHED IN DESIGN MIXES CONSISTING OF THEACTUAL MATERIALS TO BE USED DURING CONSTRUCTION, FOR THE SEVERALSTRENGTHS AND USES INTENDED. THESE DESIGN MIXES ARE TO BE PREPARED BY APRE-QUALIFIED LABORATORY, AND THE MATERIALS AND TEST RESULTS ARE TO BEREVIEWED BY THE ENGINEER AND OWNERS LAB REPRESENTATIVE PRIOR TO USE.4.CONSTRUCTION JOINTS OF ALL TYPES MAY BE USED ONLY WHERE SHOWN ON THEFABRICATORS REVIEWED PLACING DRAWINGS.5.UNLESS OTHERWISE SHOWN; ALL SLABS AND STEPS ON FILL SHALL BE REINFORCEDWITH #4 BARS AT 16" CENTERS EACH WAY, SUPPORTED THREE INCHES FROM THE TOPOF SLAB, LAP 12" AT SPACES.6.UNLESS NOTED OTHERWISE METAL REINFORCEMENT FOR POURED IN PLACE CONCRETEIS TO ASTM A-615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.POURED IN PLACE CONCRETE IS TO BE 5.5 SACK OF CEMENT PER CUBIC YARD AND IS TODEVELOP A MINIMUM COMPRESSIVE STRENGTH F'C OF 3500 PSI AT 28 DAYS UNLESSOTHERWISE NOTED AND A MAXIMUM ALLOWABLE SLUMP OF 4"7.REINFORCEMENT SHALL BE FABRICATED AND PLACED IN CONFORMITY WITH THELATEST VERSION OF THE "ACI STANDARD BUILDING CODE REQUIREMENTS FORSTRUCTURAL CONCRETE” (ACI 318). SUPPORTS ARE TO BE USED AS NOTED, PROVIDEGALVANIZED OR PLASTIC COATED STIRRUPS AS NEEDED, PROVIDE CORNER BARS INOUTSIDE FACE OF GRADE BEAM AND BE OF SAME SIZE AS LARGE BARS IN BEAM. LAP 32BAR DIAMETERS OR 12" MINIMUM.8.PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER FOR REINFORCEMENT:CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3".9.THE FLOOR SLAB SHALL BE POURED LEVEL TO WITHIN 1/8 INCH IN 10 FEET. THE FLOORSLAB, INCLUDING THE GARAGE FLOOR SLAB, AND FOUNDATION SHALL BE POUREDMONOLITHICALLY EXCEPT WHEN SHOWN OTHERWISE.10.ANCHOR BOLTS: INSTALL ANCHOR BOLTS AS NOTED ON PLANS. IF NO NOTATION ISGIVEN; AT EXTERIOR WALLS PROVIDE 5/8 INCH DIAMETER ANCHOR BOLTS AT 4 FEET O.C.IN ALL BOLTED WALLS, AT LEAST ONE BOLT SHALL BE INSTALLED WITHIN 12 INCHES OFEACH END OF EACH PLATE, WITH NO LESS THAN TWO (2) BOLTS PER PLATE 12 INCHESOR LONGER. SEE FLOOR FRAMING PLANS FOR REFERENCE IN PROVIDING EXTENSIONSOF ANCHOR BOLTS ABOVE CONCRETE. 5/8 INCH (MIN) DIAMETER ANCHOR BOLTS MAY BEREPLACED WITH SIMPSON MAS ANCHORS. IF NO NOTATION IS GIVEN, AT EXTERIORWALLS PROVIDE MAS ANCHORS AT 32 INCHES O.C. IN ALL ANCHORED WALLS. ONE MASANCHOR SHALL BE INSTALLED WITHIN 12 INCHES OF EACH PLATE, WITH NO LESS THANTWO ANCHORS PER PLATE 12 INCHES OR LONGER. ADDITIONAL FOUNDATIONREINFORCING MAY BE REQUIRED. SEE DETAILS.11.HOLDOWNS AND EMBEDDED STRAPS: SEE SHEAR WALL AND ARCHITECTURAL FLOORPLANS FOR REFERENCE IN LOCATING HARDWARE AND PROVING EXTENSIONS OFHARDWARE ABOVE CONCRETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TODETERMINE THEIR EXACT LOCATION. HARDWARE SHALL BE TIED IN PLACE PRIOR TOPLACEMENT OF CONCRETE. ALL HOLDOWN MUST BE INSTALLED IN STRICTACCORDANCE TO MANUFACTURER'S INSTRUCTIONS. USING BOLT & NAIL NUMBERS,SIZES AND LENGTHS AS SPECIFIED BY MANUFACTURER12.WHERE PLYWOOD IS SHOWN ON BOTH FACES OF A SHEAR WALL:DOUBLE STUDS OR 5"WIDE STUDS MUST BE USED, STAGGER PLYWOOD JOISTS AT WALL FACES, USE 4X4WOOD POSTS AT EACH END TO BOLT HOLDOWN, PROVIDE DOUBLE 2X SILL PLATE 2/ 12"DIAMETER ANCHOR BOLTS AT 34" IN ADDITION TO HOLDOWN ANCHOR BOLTS,13.SIMPSON WEDGE-A WEDGE ANCHORS MAY BE USED IN LIEU OF SCHEDULED ANCHORBOLTS TO MAINTAIN DIAMETER MINIMUM14.EMBEDMENT LENGTHS AS SUGGESTED BY MANUFACTURER15.BOLTS SPECIFIED FOR TIES TABLE MUST BE A430 RATED BOLTS16.ENGINEER NOT RESPONSIBLE TO VERIFY CONSTRUCTION DEPTH OF CONCRETE.17.CONCRETE SHALL NOT BE PLACED IN FREEZING OR RAINY WEATHER.18.REMOVE ALL ORGANIC MATTER FROM SOIL UNDER FOUNDATIONS.19.CURE ALL SLABS A MINIMUM OF 7 DAYS USING AN APPROVED CURING COMPOUND.20.DAMP PROOF SLAB WITH A MINIMUM OF 6 MIL. POLYETHYLENE SHEETING LAP JOINTS 6"AND SEAL WITH TAPE. TURN UP AT WALLS21.CONCRETE EXPOSED TO EARTH OR WEATHER 1 1/2".CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 3/4"22.ANY ADDITIONAL FILL SHALL HAVE PLASTICITY INDEX BETWEEN 10 AND 20 AND SHALL BECOMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY.23.THE FOUNDATION HAS BEEN DESIGNED TO BE SUPPORTED BY CONTINUOUS FOOTINGS.THE FOOTINGS ARE TO BE FOUNDED A MINIMUM OF 1'-0" BELOW FINAL GRADE.24.IF SAND IN ENCOUNTERED DURING THE DRILLING OF PIERS. THE CONTRACTOR SHOULDSTOP IMMEDIATELY.25.CONCRETE SHALL BE VIBRATED TO A WELL CONSOLIDATED CONDITION.26.CARDBOARD FORM UNDER THE PERIMETER BEAMS SHOULD NOT BE USED UNDER ANYCIRCUMSTANCES.DESIGN CRITERIACODE:2021 IRCDESIGN LOADS (PSF)LIVE LOADATTIC (UNINHABITABLE WITHOUT STORAGE)10ATTIC (UNINHABITABLE WITH LIMITED STORAGE)20ATTIC (HABITABLE WITH FIXED STAIRS)30BALCONIES40ROOMS OTHER THAN SLEEPING ROOMS40SLEEPING ROOMS30WIND LOADS: BASIC WIND SPEED 105 MPHFRAMING NOTES1.(THESE NOTES SHALL CONTROL UNLESS NOTED OTHERWISE ON PLANS AND DETAILS)2.DETAILS AND SPECIFICATIONS ARE SHOWN AS TYPICAL REQUIREMENTS AND MAY HAVETO BE ALTERED TO REFLECT MUNICIPALITY, CODE, OR DEED RESTRICTIONREQUIREMENTS PER LOCATION.3.ALL WALLS TO BE 2X4 STUDS @ 16" O.C. (#2 SYP) U.N.O.4.CEILING HEIGHTS TAKEN FROM ARCHITECTS PLAN6.ALL MEASUREMENTS AND DIMENSIONS ARE GUIDELINES, VERIFY WITH ARCHITECT'SPLANS7.GARAGE: PER IBC R309.2 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE BYNOT LESS THAN 1/2" (12.7 MM) GYPSUM BOARD. GARAGE BENEATH HABITABLE ROOMSSHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" (15.9MM) TYPE X GYPSUM BOARD OR EQUIVALENT.8.GARAGE FLOOR SURFACE (IBC R309.3) FLOOR SHALL BE SLOPED TO FACILITATE THEMOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY.9.PROVIDE ATTIC ACCESS WITH A MINIMUM CLEAR OPENING OF 22"X30". PROVIDE MINIMUMHEAD CLEARANCE OF 30". WHERE SERVICING MECHANICAL EQUIPMENT, THE MINIMUMSIZE OF A PULL-DOWN STAIRS IS 30"X54", AND HAVE A MINIMUM LOAD CAPACITY OF 350LBS. SEE 2021 IRC SECT. R807 AND SECT. M1305.1.3.10.PROVIDE 24" WIDE PLYWOOD WALKWAY TO ACCESS ALL MECHANICAL EQUIPMENTLOCATED IN ATTIC. MAXIMUM DISTANCE FROM ATTIC ACCESS TO EQUIPMENT SHALLNOT EXCEED 20'-0". PROVIDE A 30" WIDE SERVICE PLATFORM AT SERVICE SIDE OFALL EQUIPMENT IN ATTIC.11.UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER THE STAIRS SHALLHAVE WALL, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSEDSIDE WITH 1/2" (13MM) GYPSUM BOARD.12.FOR FIRE-RESISTANT EXTERIOR WALLS SEE IRC TABLE R302.1 AND ARCHITECT PLANS.13.ALL WOOD FRAMING MEMBERS MUST BE TREATED WOOD WHEN THEY ARE REST ONCONCRETE OR ARE LESS THAN 8" FROM EXPOSED GROUND.14.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE TREATED LUMBER.15.PRE-ENGINEERED AND PRE-FABRICATED WOOD SHALL BE INSTALLED AND USED PERMANUFACTER"S DESIGN & INSTALLATION, HANDLING, STORAGE AND ERECTION,SPECIFICATIONS AND PROCEDURES INCLUDING TEMPORARY AND PERMANENT BRACINGREQUIREMENT. DEAD KNOTS AND WANES ON LUMBER SHALL NOT BE USED UNDER THECONNECTOR PLATES.16.SHEAR WALL ON ALL EXTERIOR WALL U.N.O.17.ALL EXTERIOR SHEATHING AND SHEAR WALLS MUST BE INSTALLED ON THE FLOORBELOW BEFORE STARTING FRAMING ON THE NEXT FLOOR.GENERAL CONDITIONS1.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.2.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITHARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANYDISCREPANCY WITH THE ARCHITECT.3.TYPICAL DETAILS MAY NOT NECESSARILY BE SHOWN ON THE PLANS, BUT APPLY UNLESSNOTED OTHERWISE.4.WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCHSTANDARDS SHALL BE THE LATEST EDITION AND/OR AGENDA.5.THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE,THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALLPROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURINGCONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING,SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURALENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS MEANS, METHOD,TECHNIQUES, SEQUENCES FOR PROCEDURES OF CONSTRUCTION, OR THE SAFETYPRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATIONVISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS).6.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTINGUTILITIES AND OTHER FACILITIES.7.THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS SHOWN ON ALL DRAWINGSAND OF THE EXISTING SITE.8.CONTRACTOR SHALL COMPLY WITH OCCUPATIONAL SAFETY AND HEALTHADMINISTRATION STANDARDS AND ANY OTHER FEDERAL, STATE AND LOCALREGULATIONS REGARDING TRENCH SAFETY SYSTEMS FOR TRENCH EXCAVATION.9.ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION ANDANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BERESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. ALL CONSTRUCTIONSTORM RUNOFF SHALL COMPLY WITH THE TEXAS POLLUTANT DISCHARGE ELIMINATIONSYSTEM (TPDES) REQUIREMENTS.10.CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION OF JOB, SHALL BEAS GOOD OR BETTER THAN CONDITION PRIOR TO STARTING WORK.11.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE TO THEEXISTING PUBLIC OR PRIVATE UTILITY LINES, INCLUDING BUT NOT LIMITED TO WATERLINES, WASTEWATER COLLECTION SYSTEMS AND STORM SEWERSSTAIR FRAMING NOTES:REFER TO 2021 IRC MEANS OF EGRESS1.STAIRWAYS (RAILS & STAIR RISE/RUN) SHALL COMPLY WITH IBC, SECTION 1009.72.HANDRAILS TO BE 34"-38" ABOVE NOSE OF TREAD3.GUARDRAILS AT 36"-42" ABOVE FINISHED FLOOR MAXIMUM SPACE BETWEEN BALUSTERSTHAT DO NOT ALLOW PASSAGE OF A 4" SPHERE4.HAND GRIPPING PORTION OF HANDRAILS SHALL NOT BE LESS THAN 1 1/4", NOR MORETHAN 2 5/8" IN CROSS SECTION OR THE SHAPE SHALL PROVIDE AN EQUIVALENTGRASPING SURFACE5.(ONE) HANDRAIL SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND SHALLEXTEND NOT LESS THAN 6" BEYOND THE TOP AND BOTTOM RISERS AND SHALLTERMINATE INTO A NEWEL POST OR SAFETY TERMINAL HANDRAILS ADJACENT TO AWALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2" BETWEEN WALL AND RAIL.HANDRAILS SHALL NOT PROJECT MORE THAN 4 1/2" ON EITHER SIDE OF THE STAIRWAY6.IF THE UNDERSIDE OF A STAIRWELL IS CLOSED OFF, PROVIDE 5/8" TYPE "X" FIRE RATEDGYP. BOARD TO THE UNDERSIDE OF THE STAIR.7.NEWEL POST (THAT RAILING TERMINATES INTO) SHALL BE LOCATED NO HIGHER THANTHE FIRST TREAD.8.MINIMUM CLEAR WIDTH BETWEEN (AND BELOW) HANDRAILS SHALL BE 27" (DOUBLE), AND31 1/2" (SINGLE RAIL).9.EXTERIOR GUARDS TO HAVE RAILING NO LOWER THAN 42" FROM FINISHED FLOOR, WITHNO LESS THAN 36" DISTANCE FROM TOP OF GUARD TO BOTTOM OF LOWESTRUNNER.10.MAXIMUM RISER HEIGHT IS 7 3/4", MINIMUM TREAD WIDTH IS 10".11.MINIMUM HEADROOM IN ALL PARTS OF THE STAIR SHALL NOT BE LESS THAN 6'-8"(FINISHED HEIGHT), MEASURED VERTICALLY FROM SLOPED PLANE ADJOINING THETREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORMWINDSTORM:1.ROOF PRODUCTS, EXTERIOR DOORS AND WINDOW PRODUCTS SHALL HAVE APPROVALFROM THE TEXAS DEPARTMENT OF INSURANCE FOR COMPLIANCE WITH THE DESIGNWIND LOAD CRITERIA IN CHAPTER 3 OF THE IRC, AND OTHER REQUIREMENTS ASOUTLINED IN THE TEXAS DEPARTMENT OF WINDSTORM RESISTANT CONSTRUCTIONGUIDE, CURRENT EDITION, INCLUDING IMPACT RESISTANCE WHEN APPLICABLE. THEDESIGN LOADS DETERMINED FOR THE BUILDING OR STRUCTURE SHALL NOT EXCEEDTHE DESIGN LOAD RATING SPECIFIED FOR THE PRODUCTS SHOWN IN THE LIMITATIONSSECTION OF THE PRODUCT EVALUATION.2.PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'SINSTALLATION INSTRUCTIONS AND THE TEXAS DEPARTMENT OF INSURANCE PRODUCTEVALUATION.3.ALL EXTERIOR PRODUCTS EXAMPLE WINDOWS, DOORS, ROOFING, EXTERIOR CLADDINGMUST BE SUBMITTED TO ENGINEER BEFORE PURCHASING.4.FOR NON IMPACT WINDOWS MUST USE SIMPSON STORM PANEL SCREW.HURRICANE CLIPS:1.ALL HURRICANE CLIPS AND NAILS IN CONTACT WITH PRESSURE TREATED WOODMEMBER SHALL BE GALVANIZED.2.FASTENERS:BOLTS WITH 2" PROJECTION AND 1" THREADUSE ASTM A-307 BOLTS WITH STANDARD WASHERS AT ALL CONTACT SURFACES.PROVIDE 1/2"Ø X 0'-10" LONG ANCHOR BOLTS @ 3'-0" O.C. AT ALL EXTERIOR WALL SILLPLATES.ALL BOLTS, NUTS, AND WASHERS EXPOSED TO WEATHER SHALL BE GALVANIZED.ALL BOLTS, NUTS, AND WASHERS IN CONTACT WITH TREATED WOOD SHALL BEGALVANIZED.NAILING WALL SHEATHING AND/OR SIDING1.CORROSION RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTSOF IRC.2.CORROSION RESISTANT ROOFING NAILS WITH 7/16" DIAMETER HEAD AND 1-1/2" INLENGTH FOR 1/2" SHEATHING AND 1-3/4" LENGTH FOR 25/32" SHEATHING CONFORMS TOTHE REQUIREMENTS OF IRS11S3.0LEGENDHDCORROSIONSTANDARDINLAND IOPENAREASVENTED /ENCLOSEDASTM A123XXASTM A153XXASTM A167XXASTM A653XXASTM A633XXASTM A641XASTM A695XASTM A899XBRIGHT NAILS ARENOT ALLOWEDFASTENER REQUIREMENTSATANDCENTERLINEON CENTERDIAMETERPERCENTREFER TOSLAB DEPRESSIONS& AMOUNTAPPROXIMATELYREVISION MARKSECTION ORDETAIL REFERENCEELEVATIONHOLDOWN@&OCØ%RE:LOCATIONWOODROOF RAFTERSNO. 3 SYP* OR EQCEILING & FLOOR JSTNO. 2 SYP* OR EQBEAMS & HEADERNO. 2 SYP* OR EQSTUDSSTUD GRADE OR DQWOOD POSTSNO. 2 SYP* OR EQFRAMINGSIZEEXTERIOR WALL 1ST2" X 6"EXTERIOR WALLS 2nd & 3rd2" X 4"INTERIOR STUDS2" X 4"BOTTOM PLATE2" X 6" TREATEDRAFTERS2" X 6" @ 16" O.C. UNORIDGE & VALLEY BEAMS2" X 8" UNOHEADERSIZE4' OR LESS OPENING(2) 2" X 6" HEADER4' TO 6' OPENING(2) 2" X 8" HEADER6' TO 8' OPENING(2) 2" X 10" HEADER8' TO 10' OPENING(2) 2" X 12" HEADERJRHHHHHENNIGE IRE
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4492 SODA RIDGE RD
SOUTHLAKE, TX 76092 REVISIONS AND ISSUANCENO.DATEDESCRIPTIONPROPRIETARY INFORMATIONDESIGN INFORMATION CONTAINEDCONFIDENTIAL AND IS THE EXCLUSIVEPROPERTY OF JRH ENGINEERING &ENVIRONMENTAL SERVICES, INC. NOPORTION OF ANY DESIGN INFORMATIONCONTAINED HEREIN MAY BE USED, ORDISCLOSED TO, UNAUTHORIZEDPERSONNEL WITHOUT EXPRESSEDWRITTEN CONSENT.S1.18/21/2025JRH JOB NO.DRAWN BY25-STRUR-095---DRAWING TITLEGENERAL NOTESSCALEDATE
24'-0"6'-0"18'-0"32'-0"18'-0"24'-0"6'-0"32'-0"8'-0"16'-0"8'-0"4" THK (3500 PSI)CONCRETEWITH #4'S AT 16"O.C. EACH WAYON 6 MIL PEVAPOR BARRIER6x6 WOOD POST (TYP.)01S4.012" THK (3500 PSI) CONCRETEWITH #5'S AT 12" O.C.5'-0"8'-0"5'-0"JRHHHHHENNIGE IRE
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VIRONMEN SECIVRESLA HOLDOWN NOTESALL HOLDOWN MUST BE INSTALLED IN STRICT ACCORDANCE TOMANUFACTURER'S INSTRUCTIONS. USING BOLT & NAIL NUMBERS,SIZES AND LENGTHS AS SPECIFIED BY MANUFACTURER.WHERE PLYWOOD IS SHOWN ON BOTH FACES OF A SHEAR WALL:·DOUBLE STUDS OR 5" WIDE STUDS MUST BE USED·STAGGER PLYWOOD JOISTS AT WALL FACES·USE 4X4 WOOD POSTS AT EACH END TO BOLT HOLDOWN·PROVIDE DOUBLE 2X SILL PLATE 2/ 12" DIAMETER ANCHOR BOLTSAT 34" IN ADDITION TO HOLDOWN ANCHOR BOLTSSIMPSON WEDGE-A WEDGE ANCHORS MAY BE USED IN LIEU OFSCHEDULED ANCHOR BOLTS TO MAINTAIN DIAMETER MINIMUMEMBEDMENT LENGTHS AS SUGGESTED BY MANUFACTURERBOLTS SPECIFIED FOR TIES TABLE MUST BE A430 RATED BOLTS2-16d COMMONNAILS 10" o.c.FOUR CORNER STUDSIDEWALLHOLDDOWNTRANSFER SHEARCORNER STUDCONNECTED TO INTERSECTIONT- INTERSECTIONCORNERCORNER BAR (TOP &BOTTOM)TYP. GRADEBEAM REINF.#5X CORNER BARS(2) TOP(2) BOTTOMRUN BOTH SETS OF HORIZ.BARS CONT. THRUINTERSECTION. DRAPE ONESET TO CLEAR THE OTHER. TIEALL REBAR AT CORNERS (TYP.TOP)#5 - 5' EA WAY#5 - 5' EA WAY
DRAWING NO.STRUCTURAL PLAN
4492 SODA RIDGE RD
SOUTHLAKE, TX 76092 REVISIONS AND ISSUANCENO. DATE DESCRIPTIONPROPRIETARY INFORMATIONDESIGN INFORMATION CONTAINEDCONFIDENTIAL AND IS THE EXCLUSIVEPROPERTY OF JRH ENGINEERING &ENVIRONMENTAL SERVICES, INC. NOPORTION OF ANY DESIGN INFORMATIONCONTAINED HEREIN MAY BE USED, ORDISCLOSED TO, UNAUTHORIZEDPERSONNEL WITHOUT EXPRESSEDWRITTEN CONSENT.S2.08/21/2025JRH JOB NO.DRAWN BYDRAWING TITLEFOUNDATIONPLANSCALEDATE3/8" = 1'-0"VERIFY ALL DIMENSION, AND ALLOPENINGS WITH ARCHITECT'SPLANS25-STRUR-095---01FOUNDATION PLANSCALE: 3/8" = 1'-0"02HOLDOWN DETAILSSCALE: NTS03TYP GRADE BEAM REINFSCALE: NTS
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BEAM
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BEAM (2) 2x12BEAM(2) 2x12BEAM3.5X11.25
GLULAM BEAM
(2) 2X12
BEAM
3.5X11.25GLULAM BEAM(2) 2X12BEAM(2) 2x12
BEAM
(2) 2x12
BEAM FULL WALL(SEE ARCHI PLANSFOR REF)FIREPLACE(2) 2X12BEAMDRAWING NO.STRUCTURAL PLAN
4492 SODA RIDGE RD
SOUTHLAKE, TX 76092 REVISIONS AND ISSUANCENO. DATE DESCRIPTIONPROPRIETARY INFORMATIONDESIGN INFORMATION CONTAINEDCONFIDENTIAL AND IS THE EXCLUSIVEPROPERTY OF JRH ENGINEERING &ENVIRONMENTAL SERVICES, INC. NOPORTION OF ANY DESIGN INFORMATIONCONTAINED HEREIN MAY BE USED, ORDISCLOSED TO, UNAUTHORIZEDPERSONNEL WITHOUT EXPRESSEDWRITTEN CONSENT.S3.08/21/2025JRH JOB NO.DRAWN BYDRAWING TITLEFRAMING PLAN -HEADERSSCALEDATE3/8" = 1'-0"HEADER SCHEDULESIZEJACKS/SIDEMAXIMUM SPAN(2) 2" X 6" SYP1UP TO 4'-0"(2) 2" X 8" SYP14'-1" TO 6'-0"(2) 2" X 10" SYP26'-1" X 8'-0"(2) 2" X 12" SYP28'-1" TO 10'-0"(3) 2" X 12" SYP210'-1" TO 12'-0"VERIFY ALL DIMENSION, AND ALLOPENINGS WITH ARCHITECT'SPLANS25-STRUR-095---01FRAMING PLAN - HEADERSSCALE: 3/8" = 1'-0"
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VIRONMEN SECIVRESLA SLOPESLOPESLOPESLOPESLOPESLOPEVAULTEDCEILINGVAULTEDCEILINGVAULTEDCEILING2x6 @16" O.C.2x6 @16" O.C.2x6 @16" O.C.2x6 @16" O.C.2x6 @
16" O.C.
2x6 @
16" O.C.
5.5X12.375
GLULAM BEAM(2) 2x10BEAM(
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2
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1
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B
E
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(2) 2x10BEAM(
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AM (2) 2x10BEAMSTRAP ALL RAFTERS ATCOMMON CORNER PER2021 IRC CODE1/4"3/8"COMPOSITE ASPHALT SHINGLES MUST BE HAND NAILED TO THE ROOF SHEATHING.NO NAIL GUNS ALLOWED. NAILING PATTERN SHALL BE A MINIMUM OF 6 NAILS AS PERSHINGLE MANUFACTURER'S GUIDELINES. ASPHALT SHINGLES SHALL BE INSTALLEDAS PER SHINGLE MANUFACTURER'S GUIDELINES. ALL ROOFING PRODUCTS SHALL BETDI APPROVED PRODUCTS.DRAWING NO.STRUCTURAL PLAN
4492 SODA RIDGE RD
SOUTHLAKE, TX 76092 REVISIONS AND ISSUANCENO. DATE DESCRIPTIONPROPRIETARY INFORMATIONDESIGN INFORMATION CONTAINEDCONFIDENTIAL AND IS THE EXCLUSIVEPROPERTY OF JRH ENGINEERING &ENVIRONMENTAL SERVICES, INC. NOPORTION OF ANY DESIGN INFORMATIONCONTAINED HEREIN MAY BE USED, ORDISCLOSED TO, UNAUTHORIZEDPERSONNEL WITHOUT EXPRESSEDWRITTEN CONSENT.S3.18/21/2025JRH JOB NO.DRAWN BYDRAWING TITLEFRAMING PLAN -ROOFSCALEDATE3/8" = 1'-0"NAIL SCHEDULE - FRAMING MEMBERSCONNECTED MEMBERS NAIL SIZENUMBER ORNAILING PATTERNBRIDGING TO JOIST8 COMMON 2 TOE NAIL EACH ENDSOLE PLATE TO JOIST OR BLOCKING 16 d COMMON@ 16" O.C. FACE NAILTOP PLATE16 d COMMON2 END NAILSTUD TO SOLE PLATE8d COMMON OR 16dCOMMON4 TOE NAIL/ 2 END NAILDOUBLE STUDS16d COMMON@ 24" FACE NAILDOUBLE TOP PLATES16d COMMON@ 18" FACE NAILTOP PLATES: LAPS & INTERSECTIONS16d COMMON 2 FACE NAILCONTINUOUS HEADER; TWO PIECE16d COMMON@16" FACE NAIL ALONGEACH EDGECEILING JOISTS TO PLATE, TOE NAIL8d COMMON 3 TOE NAILCONTINUOUS: HEADER TO STUDS, TOENAIL8d COMMON 4 TOE NAILCEILING JOISTS, LAPS OVERPARTITIONS10d COMMON 3 FACE NAILCEILING JOISTS TO PARALLEL RAFTERS 16d COMMON 5 FACE NAILRAFTER TO PLATE16d COMMON OR10d3 TOE NAIL1" BRACE TO EACH STUD & PLATE8d COMMON 2 FACE NAILBOLT UP COMMON STUDS 16d COMMON@ 24" FACE NAILCONTINUOUS HEADER 3 OR MOREPIECE & BUILT UP GIRDERS OR BEAMSBOLT RE: GENERAL NOTENAILING SCHEDULE (FLOOR, ROOFDECK & SHEAR WALLS)PLYWOOD OR PARTICLE BOARD12" OR LESS10d COMMON6" O.C. @PANEL EDGES1832 THRU 34"10d COMMON10" O.C. @INTERMEDIATESUPPORTS (TYP)78" THRU 1" (FLR)10d COMMON1 18" THRU 1 14" (FLR)10d COMMONROOF NOTES:1. CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER IN ACCORDANCEWITH TABLE R802.5.1(9) 2021 IRC AND THE RAFTER SHALL BE NAILED TO THE TOP WALLPLATE IN ACCORDANCE WITH TABLE R602.3(1) CEILING JOISTS SHALL BE CONTINUOUSOR SECURELY JOINED IN ACCORDANCE WITH TABLE R 802.5.1(9) WHERE THEY MEETOVER INTERIOR PARTITIONS AND ARE NAILED TO ADJACENT RAFTERS TO PROVIDE ACONTINUOUS TIE ACROSS THE BUILDING WHEN SUCH JOISTS ARE PARALLEL TO THERAFTERS.2. WHERE CEILING JOISTS ARE NOT CONNECTED TO THE RAFTERS AT THE TOP WALLPLAT, JOIST CONNECTED HIGHER IN THE ATTIC SHALL BE INSTALLED AS RAFTER TIES,OR RAFTER TIES SHALL BE INSTALLED TO PROVIDE A CONTINUOUS TIE. WHERE CEILINGJOISTS ARE NOT PARALLEL TO RAFTERS, RAFTER TIES SHALL BE INSTALLED. RAFTERTIES SHALL BE A MINIMUM OF 2 INCHES BY 4 INCHES INSTALLED IN ACCORDANCE WITHTHE CONNECTION REQUIREMENTS IN TABLE R802.5.1(9), OR CONNECTIONS EQUIVALENTCAPACITIES SHALL BE PROVIDED.3. COLLAR TIES SHALL BE A MINIMUM OF 1 INCH BY 4 INCHES, SPACED NOT MORE THAN 4FEET ON CENTER.4. RIDGE SHALL BE BRACED AT EVERY 8 FEET.5. ROOF OVERHANG PER ARCHITECT'S PLANS6. HURRICANE STRAPS ON EACH END OF EVERY RAFTER AND CEILING JOIST7. EXTEND CHIMNEY FLUTE A MINIMUM OF 2'-0" ABOVE ANY POINT ON ROOF WITHIN 10'-0".VERIFY ALL DIMENSION, AND ALLOPENINGS WITH ARCHITECT'SPLANSROOF DECK NOTES:1. MINIMUM THICKNESS SHALL BE 12" THICK.2. MATERIAL SHALL BE PLYWOOD OR EQUAL3. ORIENTED STRAND BOARD (OSB) MAY BE USED IN LIEU OF PLYWOOD.4. MINIMUM NAILING SHALL BE AS REQUIRED BY THE BUILDING CODE.5. PLYWOOD CLIPS SHALL BE INSTALLED AT ROOF DECKING TO RESULT IN A 12" GAP BETWEEN ALLPANEL EDGES. PROVIDE 1 CLIP PER SPAN (JOINT BRACING).6. CLIPS SHALL BE SIMPSONVERIFY ALL DIMENSION, AND ALLOPENINGS WITH ARCHITECT'SPLANS25-STRUR-095---01FRAMING PLAN - ROOFSCALE: 3/8" = 1'-0"02RIDGE STRAP DETAILSSCALE: 1' = 1'-0"03ROOF NAILING PATTERNSCALE: 1' = 1'-0"
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VIRONMEN SECIVRESLA HD2HDHDFULL WALL(SEE ARCHI PLANSFOR REF)FIREPLACEHDHDHD222DRAWING NO.STRUCTURAL PLAN
4492 SODA RIDGE RD
SOUTHLAKE, TX 76092 REVISIONS AND ISSUANCENO.DATEDESCRIPTIONPROPRIETARY INFORMATIONDESIGN INFORMATION CONTAINEDCONFIDENTIAL AND IS THE EXCLUSIVEPROPERTY OF JRH ENGINEERING &ENVIRONMENTAL SERVICES, INC. NOPORTION OF ANY DESIGN INFORMATIONCONTAINED HEREIN MAY BE USED, ORDISCLOSED TO, UNAUTHORIZEDPERSONNEL WITHOUT EXPRESSEDWRITTEN CONSENT.S3.28/21/2025JRH JOB NO.DRAWN BYDRAWING TITLEFRAMING PLAN -SHEARWALLSCALEDATE3/8" = 1'-0"VERIFY ALL DIMENSION, AND ALLOPENINGS WITH ARCHITECT'SPLANSNAILINGN-1: 8d NAILS AT 4" ON CENTER AT ALL PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTSN-2: 8d NAILS AT 4" ON CENTER AT ALL PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTSAT INTERMEDIATE SUPPORTS. PROVIDE ANCHOR BOLTS PER SIMPSON RECOMMENDATIONS.NOTE: PROVIDE 6x6 POST OR PACKED STUDS AT EACH END OF SHEAR WALL FOR HOLDOWN ATTACHMENT.USE 1/2" MIN. APA RATED SHEATHING, WITH 8d NAILS AT 4" ON CENTER AT PANEL AND 12" ON CENTERROOF DIAPHRAGMNON-SHEAR WALL NAILINGN-1: _d NAILS AT _" ON CENTER AT ALL PANEL EDGES AND _" ON CENTER AT INTERMEDIATE SUPPORTSUSE 5/8" DIA. x 10" L BOLTS WITH ROUND WASHERS @ 48" SPACING WITH A MINIMUM EMBEDMENT OF 7" INTOCONCRETE FOUNDATION.ANCHOR BOLTSCONCRETE HOLDDOWNSHDSIMPSON HDU5-SDS2.5 OR STHD14RAFTER TO TOP PLATEEVERY RAFTER TO TOP PLATECONNECTIONSIMPSONCONNECTORTOP PLATE TO STUDH2.5AEVERY STUD TO TOP PLATESECOND FLOOR STUD TO FIRSTFLOOR STUDEVERY STUD END LENGTH = 8"CS20 orLSTA36STUD TO BOTTOM PLATEEVERY STUD TO BOTTOM PLATEH2.54' HEADER TO STUDS6' HEADER TO STUDSLTSA15LTSA151 @ EVERY CORNER2 @ EVERY CORNER8x8 POST TO CONCRETEABU88EVERY POST4x4 POST TO BEAMLTSA152 AT EVERY POST8' HEADER TO STUDSLTSA182 @ EVERY CORNER10' HEADER TO STUDSLTSA186x6 POST TO CONCRETEABU66EVERY POST6x6 POST TO BEAMLTSA182 AT EVERY POST2 @ EVERY CORNER18' HEADER TO STUDSLTSA182 @ EVERY CORNERSEE SHT. 3SIMPSON MSTC40MSTC40HDSIMPSON HDU4-SDS2.5 OR STHD10SIMPSON MSTC28MSTC28S-1: 7/16" PLYWOOD OR OSB, ALL PANEL EDGES BLOCKEDSHEAR WALL SCHEDULE NOTES:SHEAR WALL SCHEDULES-2: 1/2" PLYWOOD OR OSB, ALL PANEL EDGES BLOCKEDWALLSHEATHINGROOF/WALL SHEATING SCHEDULE123SHEATHINGS-1S-2S-3S-NAILING PATTERNN-1N-1N-2N-4S-3: 19/32" PLYWOOD OR OSB, ALL PANEL EDGES BLOCKEDHDSIMPSON HDU2-SDS2.5 OR STHD1025-STRUR-095---01FRAMING PLAN - SHEARWALLSCALE: 3/8" = 1'-0"
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VIRONMEN SECIVRESLA 30"30"#3 REBAR#3 REBAR#3 INSERTED INPOST4"6x6 WOOD POST4" THK (3500 PSI) CONCRETE WITH #4'S @ 16" O.C. EA WAY ON 6 MIL PE VAPOR BARRIERCONCRETE 3500 PSIDRAWING NO.STRUCTURAL PLAN
4492 SODA RIDGE RD
SOUTHLAKE, TX 76092 REVISIONS AND ISSUANCENO. DATE DESCRIPTIONPROPRIETARY INFORMATIONDESIGN INFORMATION CONTAINEDCONFIDENTIAL AND IS THE EXCLUSIVEPROPERTY OF JRH ENGINEERING &ENVIRONMENTAL SERVICES, INC. NOPORTION OF ANY DESIGN INFORMATIONCONTAINED HEREIN MAY BE USED, ORDISCLOSED TO, UNAUTHORIZEDPERSONNEL WITHOUT EXPRESSEDWRITTEN CONSENT.S4.08/21/2025JRH JOB NO.DRAWN BYDRAWING TITLEFOUNDATIONDETAILSSCALEDATEAS INDICATED25-STRUR-095---01WOOD POST FOOTING DETAIL WITH SLABSCALE: 1" = 1'-0"
48" MIN. LAP1HOLDOWN (TYP)SCALE: NTS2BEARING PLATE SPLICE DETAIL (TYP)SCALE: NTS3SHEAR WALL (TYP)SCALE: NTS4SIMPSON CONNECTORS (TYP)SCALE: NTS5WOOD BEAM AT WOOD COLUMNSCALE: NTS6WOOD BEAM AT POST (TYP)SCALE: NTS7WOOD BEAM AT POST (TYP)SCALE: NTS8HURRICANE STRAP AT RAFTER/TOP PLATE (TYPE)SCALE: NTS9RIDGE BEAM CONNECTION (TYP)SCALE: NTS5/8"Ø GALVANIZEDANCHOR BOLTFOUR STUD CORNERSPACING OF ANCHOR BOLTS TO BE36" O.C. FOR TWO-STORY HOUSE;48" O.C. FOR ONE-STORY HOUSENUT AND WASHER REQUIRED2X2X1/8" WASHERFOUNDATION BEAMSOLE PLATESPLICE INTOP PLY16-16d NAILSSTAGGEREDSPLICE INBOTTOMPLY2 - BEARINGPLATENOTE:MINIMUM LAP SHALL BE2'-0" WITH 8-16d NAILSSTAGGERED AT NONBEARING WALLSSTUD(SEE GEN. NOTES)RE: SCHEDULE FOR # STUDS@ SHEAR WALL ENDS2X4 BACK UP @ PANEL EDGEWHERE REQD. (RE SCHEDULE)HOLD DOWN ANCHORRE: SHEAR WALLSCHEDULE FOR SIZESHEAR WALL SILL BOLTSRE: SHEAR WALL SCHEDULEFOR SIZECONCRETE (SEEFOUNDATION PLAN)16" MAXDISTANCEBETWEENANCHORSOR STRAPSSHEATHING FULLLENGTH OF WALLSINGLE STRAPAPPLICATION(MULTIPLE MAYBE USED)UPLIFTING ANCHORS NOTNEEDED IN THIS AREA(EXCEPT SILL ANCHORS)LSTA21A34LSTHD8SP4HTT5SIMP. LPCZ POST CAPBEAM(SEE FRAMING PLAN)WOOD POSTLSTA15 RAFTER STRAPSOR OMITTED IF USINGCOLLAR TIESRAFTERS @16" O.C.RIDGE BEAMCONNECTION DETAILRIDGE BEAMSIMPSON STRONG-TIEH3BEAM(SEE FRAMING PLAN)6-16d @ KING STUDSTO BEAMBEAM PARALLEL TO WALL -ADD SIMP. CS 20X24" LONGSTRAP AT EA. SIDE OFBEAM TO POST AT GARAGE& PATIO BEAMS ANDOPENING 10' AND GREATERSOLID OR BUILT UP WOOD POST(SEE FRAMING PLAN)DBL. 2X KING STUD ATGARAGE, PATIO LOC. AND ATOPENINGS 4'-0" OR LARGERAND WHERE SPECIFIED ONFRAMING PLANSSIMP. CS 20X24" LONGSTRAP CENTERED OVERCONN. ANCHOR PERMFG'S SPEC'SDBL 2X TOP PLATE6-16d @ KINGSTUDS TO POSTS2X WOOD STUDS@ 16" O.C. - U.N.O.BEAM(SEE FRAMING PLAN)SIMP. CS20X24" LONGSTRAP CENTEREDOVER CONN. ANCHORPER MFG'S SPEC'SBEAM PARALLEL TOWALL - SIMP. CS20X24"LONG STRAP AT EA.SIDE OF BEM TO POSTCENTERED OVERCONNECTIONSOLID OR BUILT UP WOOD POST(SEE FRAMING PLAN)BEAM PERP. TO WALL -SIMP. CS20 (LENGTH = 3XBEAM DEPTH) CENTERSTRAP AT TOP OF WALL.ANCHOR PER MFG. SPEC'SDBL 2X TOPPLATE CONT.2X WD. STUDS @16" O.C. - U.N.O.JRHHHHHENNIGE IRE
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VIRONMEN SECIVRESLADRAWING NO.STRUCTURAL PLAN
4492 SODA RIDGE RD
SOUTHLAKE, TX 76092 REVISIONS AND ISSUANCENO.DATEDESCRIPTIONPROPRIETARY INFORMATIONDESIGN INFORMATION CONTAINEDCONFIDENTIAL AND IS THE EXCLUSIVEPROPERTY OF JRH ENGINEERING &ENVIRONMENTAL SERVICES, INC. NOPORTION OF ANY DESIGN INFORMATIONCONTAINED HEREIN MAY BE USED, ORDISCLOSED TO, UNAUTHORIZEDPERSONNEL WITHOUT EXPRESSEDWRITTEN CONSENT.S5.08/21/2025JRH JOB NO.DRAWN BYDRAWING TITLEFRAMING DETAILSSCALEDATEAS INDICATED25-STRUR-095---