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HomeMy WebLinkAboutSladden Residence IFC - 2025 06 23Scale Date G.0 COVER SHEET CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 Sheet List Sheet Number Sheet Name Sheet Issue Date G.0 COVER SHEET 06/18/2025 G.1 CODE SHEET/SPECIFICATIONS 06/18/2025 G.2 SPECIFICATIONS 06/18/2025 G.3 SPECIFICATIONS 06/18/2025 G.4 SPECIFICATIONS 06/18/2025 G.5 SPECIFICATIONS 06/18/2025 EXH-1 DRAINAGE PLAN 06/18/2025 S0.0 GENERAL NOTES 06/18/2025 S0.1 TYPICAL FRAMING DETAILS 06/18/2025 S0.2 TYPICAL FRAMING DETAILS 06/18/2025 S0.3 TYPICAL FRAMING SCHEDULE 06/18/2025 S0.4 TYPICAL FRAMING SCHEDULE 06/18/2025 S0.5 TYPICAL FRAMING SCHEDULE 06/18/2025 S1.0 FOUNDATION PLAN 06/18/2025 S1.1 FOUNDATION DETAILS 06/18/2025 S1.2 1ST FLOOR SHEARWALL PLAN 06/18/2025 S1.3 2ND FLOOR SHEARWALL PLAN 06/18/2025 S1.4 1ST FLOOR CEILING & 2ND FLOOR FRAMING PLAN 06/18/2025 S1.5 2ND FLOOR CEILING FRAMING PLAN 06/18/2025 S1.6 ROOF FRAMING PLAN 06/18/2025 A1.1 ARCHITECTURAL SITE PLAN 06/18/2025 No. Description Date Sheet List Sheet Number Sheet Name Sheet Issue Date A1.2 GROUND LEVEL - DEMOLITION PLAN 06/18/2025 A1.3 SECOND LEVEL - DEMOLITION PLAN 06/18/2025 A2.1 GROUND LEVEL - FLOOR PLAN 06/18/2025 A2.2 SECOND LEVEL - FLOOR PLAN 06/18/2025 A2.3 ROOF PLAN 06/18/2025 A3.1 GROUND LEVEL - REFLECTED CEILING PLAN 06/18/2025 A3.2 SECOND LEVEL - REFLECTED CEILING PLAN 06/18/2025 A4.1 EXTERIOR ELEVATIONS 06/18/2025 A4.2 EXTERIOR ELEVATIONS 06/18/2025 A4.3 BUILDING SECTIONS 06/18/2025 A5.1 WALL SECTIONS 06/18/2025 A6.1 INTERIOR ELEVATIONS 06/18/2025 A7.1 SECTION DETAILS 06/18/2025 A7.2 SECTION DETAILS 06/18/2025 A7.3 SECTION DETAILS 06/18/2025 A7.4 BATHROOM DETAILS 06/18/2025 E1.1 GROUND LEVEL - ELECTRICAL PLAN 06/18/2025 E1.2 SECOND LEVEL - ELECTRICAL PLAN 06/18/2025 SLADDEN RESIDENCE 06/18/2025 PROJECT INFORMATION HOUSE AREA:LEVEL 1 LEVEL 2 EXISTING:1,532 SF 1,482 SF EXISTING GARAGE:457 SF DEMO:N/A 416 SF NEW:649 SF 1,150 SF TOTAL AREA PER FLOOR:2,181 SF 2,216 SF TOTAL HOUSE AREA: 4,397 SF LOT AREA: 12,500 SF MAX LOT COVERAGE ALLOWED: 40% (5,000 SF) TOTAL LOT COVERAGE:2,947 SF MAX IMPERVIOUS AREA ALLOWED: 60% ALLOWED (7,500 SF) REVISED GROUND LEVEL HOUSE AREA: 2,946 SF EXISTING FLATWORK: 2,573 SF TOTAL IMPERVIOUS AREA:5,519 SF APPLICABLE CODES: 2021 INTERNATIONAL RESIDENTIAL CODE 2021 INTERNATIONAL BUILDING CODE 2021 INTERNATIONAL MECHANICAL CODE 2020 NATIONAL ELECTRIC CODE Scale Date G.1 CODE SHEET/SPECIFICATIONS CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 SECTION 00 21 13 — INSTRUCTIONS TO BIDDERS PART 1 — GENERAL 1.01 PROJECT DESCRIPTION A. This project is located on a 0.28-acre lot at 2803 Highcrest Drive in Grapevine, Texas. The existing house is constructed of wood framing. The exterior finish materials are brick and painted wood siding with an asphalt shingle roof. There is currently a living room, dining room, kitchen, four bedrooms including the master, three bathrooms, an office, laundry room, garage, exterior patio, and exterior deck. The scope of the project is to demolish the existing deck and patio that is located plan south of the garage, demolish the existing room and floor assembly above the garage, construct a two story addition where the deck and patio was located, above the garage to create a bedroom with an en suite, a work space, and studio room, and design a carport to the plan west of the existing garage. Work includes all general construction, site work, architectural finishes, and coordination with MEP trades as indicated in the construction documents. 1.02 BID DOCUMENTS A. Bid documents include: 1. Project Drawings (Architectural, Structural) 2. Specifications included on sheets 3. Addenda (if issued) 4. This Section (Instructions to Bidders) B. All documents may be obtained from the Owner, Christa Sladden in electronic PDF format. 1.03 EXAMINATION OF DOCUMENTS AND SITE A. Bidders shall visit the project site and become familiar with existing conditions. B. No allowances will be made for lack of knowledge of site conditions. C. Coordinate site visits with Owner at (817) 239-9471. 1.04 BID FORMAT AND REQUIREMENTS A. Submit a complete lump sum bid on form similar to AIA A701 B. Include: 1. Base Bid 2. Allowances (if required) 3. Unit Prices (if requested) 4. Alternates (if applicable) 5. Schedule of Values 1.05 BID SUBMISSION A. Bids must be received by: Date and time stated by Owner Provide required bid documents to the Owner via email sladdc@gmail.com B. Late bids will not be accepted. 1.06 QUESTIONS AND SUBSTITUTIONS A. All questions must be submitted in writing to the Architect. B. Substitution requests must include full product data and comparison. C. Approved substitutions will be issued via Addendum. 1.07 ADDENDA A. Addenda will be issued no later than 3 days before the bid due date. B. Bidders must acknowledge receipt of all addenda on the Bid Form. 1.08 WITHDRAWAL OR MODIFICATION OF BIDS A. Bids may be modified or withdrawn prior to the deadline. B. No bid may be withdrawn for 30 days after the bid date. 1.11 AWARD AND CONTRACT A. The Owner reserves the right to reject any or all bids and to waive irregularities. B. The successful bidder will be required to sign AIA Document A105 (or another Owner-approved agreement) and begin work per the approved schedule. 1.12 SCHEDULE A. Work is anticipated to begin on or about [Insert Start Date]. B. Substantial completion is expected within [Insert number] calendar days. GENERAL CONDITIONS — DESIGN PROFESSIONAL & INSURANCE REQUIREMENTS 1. THIRD-PARTY BENEFICIARY A. The Design Professional (Architect), identified in the Agreement and/or Contract Documents, shall be deemed a third-party beneficiary of this Agreement solely with respect to matters pertaining to the Contractor’s obligations to the Client and the performance of the Work. B. The Contractor acknowledges that the Design Professional has rights to enforce provisions of this Agreement that affect the integrity, quality, timeliness, or conformance of the Work with the Contract Documents. C. Nothing in this clause shall give the Design Professional authority to direct or control the means, methods, or safety procedures of the Contractor, which remain the Contractor’s sole responsibility. 2. INSURANCE AND ADDITIONAL INSUREDS A. The Contractor shall maintain Commercial General Liability (CGL) Insurance with limits not less than: $1,000,000 per occurrence $2,000,000 general aggregate $2,000,000 products-completed operations aggregate B. The Contractor shall name both the Client (Owner) and the Design Professional (Architect) as Additional Insureds under the CGL policy for both ongoing and completed operations. Coverage shall be provided on a primary and non-contributory basis. C. The Contractor shall provide certificates of insurance and endorsements evidencing the Additional Insured status before the start of Work and upon renewal or request. D. The insurance shall include a Waiver of Subrogation in favor of the Owner and Architect and shall remain in effect for the duration of the construction and any applicable warranty period. 4. SECURITY: OBTAIN THROUGH OWNER, REQUIRED SECURITY CLEARANCES, ACCESS ARRANGEMENTS, PASSES OR BADGES NECESSARY FOR CONTRACTOR'S WORKMEN, SUBCONTRACTORS, AND SUPPLIERS WHO MAY REQUIRE ACCESS DURING CONSTRUCTION. COOPERATE WITH OWNER REGARDING AREAS OF LIMITED ACCESS 5. WASTE REMOVAL: MAINTAIN PROJECT SITE IN CLEAN AND ORDERLY CONDITION. REMOVE ALL RUBBISH AND WASTE MATERIAL ON REGULAR BASIS AND EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT DIRT, DEBRIS, OR DUST FROM AFFECTING FINISHED AREAS INSIDE OR OUTSIDE JOBSITE. A. AT SUBSTANTIAL COMPLETION, LEAVE PREMISES AND ALL SURFACES AND FIXTURES FINISHED, CLEANED, ORDERLY, AND READY FOR MOVE-IN. 6. CONSTRUCTION OFFICE: A. PROVIDE AND MAINTAIN FIELD CONSTRUCTION OFFICE, AS DIRECTED BY OWNER, WHERE CITY-APPROVED COPY OF CONSTRUCTION DOCUMENTS, CURRENT SET OF RECORD DRAWINGS, AND SAMPLES OF ALL FINISHES ARE KEPT. 7. PROTECTION OF EXISTING FACILITIES: A. PROTECT EXISTING VEGETATION, EQUIPMENT, STRUCTURES, UTILITIES AND OTHER IMPROVEMENTS, EXCEPT AS INDICATED TO BE REMOVED OR ALTERED. B. COMPLY WITH ENVIRONMENTAL REGULATIONS AND MINIMIZE AIR, WATERWAY, SUBSOIL CONTAMINATION OR POLLUTION OR OTHER UNDESIRABLE EFFECTS. C. STORMWATER CONTROL: COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION (AHJ). PROVIDE BARRIERS AS REQUIRED TO PREVENT RUNOFF OF STORMWATER FROM HEAVY RAINS. D. MAINTAIN SITE, EXCAVATIONS, AND CONSTRUCTION FREE OF STANDING WATER. MINIMIZE ACCUMULATION OF SNOW AND ICE. 8. USE OF PREMISES: CONFINE CONTRACTOR'S APPARATUS, DELIVERY AND STORAGE OF MATERIALS, AND OPERATIONS TO LIMITS DEFINED BY OWNER. 9. TEMPORARY FIRE-PROTECTION: PROHIBIT SMOKING IN CONSTRUCTION AREAS. SUPERVISE WELDING OPERATIONS, TEMPORARY HEATING, AND OTHER SOURCES OF FIRE IGNITION ACCORDING TO REQUIREMENTS OF AHJ. 10. MOISTURE AND MOLD CONTROL: PROTECT MATERIALS SUBJECT TO WATER ABSORPTION OR MOLD GROWTH. DISCARD MATERIALS WITH WATER DAMAGE OR THAT HAVE MOLD. PERFORM WORK IN SEQUENCE THAT ALLOWS WET MATERIALS ADEQUATE TIME TO DRY BEFORE ENCLOSING WITH OTHER CONSTRUCTION. G. PRODUCT REQUIREMENTS 1. SINGLE SOURCE COMPATIBILITY: WHERE POSSIBLE, AND SUBJECT TO MANUFACTURER ACCEPTANCE AND WARRANTY REQUIREMENTS, PROVIDE THE SAME PRODUCT COMPONENTS FOR DIFFERENT ASSEMBLIES, FOR EXAMPLE, SEALANT, WATERPROOFING, PENETRATION FIREPROOFING. 2. PROVIDE PRODUCTS THAT ARE NEW AND UNDAMAGED, UNLESS SPECIFICALLY PERMITTED BY CONTRACT DOCUMENTS. 3. DO NOT USE PRODUCTS THAT: A. ARE MADE USING OR CONTAINING CFC OR HCFC. B. CONTAIN LEAD, CADMIUM, OR ASBESTOS. C. CONTAIN ADDED UREA FORMALDEHYDE 4. WHERE DIRECTED BY OWNER, AND SUBJECT TO IMPACT ON CONTRACT SUM OR CONSTRUCTION SCHEDULE, GIVE CONSIDERATION TO PRODUCTS THAT HAVE LOWER VOC EMISSIONS, HAVE RECYCLED CONTENT, AND/OR THAT ARE SUSTAINABLY HARVESTED, PROVIDED ALL OTHER CRITERIA SPECIFIED ARE MET. SALVAGE, RE-USE, OR RECYCLE NON-HAZARDOUS CONSTRUCTION MATERIALS WHERE POSSIBLE. 5. PRODUCT OPTIONS: A. WHERE PRODUCTS ARE INDICATED BY THE TERM "AS SELECTED", ARCHITECT WILL MAKE SELECTION. B. WHERE BASIS OF DESIGN PRODCTS OR PRODUCTS NAMED WITH A LMITED LIST OF MANUFACTURERS ARE INDICATED, PROVICE ONLY THOSE PRODUCTS, UNLESS EQUIVALENT PRODUCST BY OTHER MANUFACTURERS ARE ALSO PERMITTED. C. WHERE ONLY A LIMITED LIST OF MANUFACTURERS IS INDICATED, PROVIDE PRODUCTS FROM ONE OF THOSE MANUFACTURERS THAT COMPLIES WITH REQUIREMENTS, UNLESS EQUIVALENT PRODUCTS BY OTHER MANUFACTURERS ARE ALSO PERMITTED. D. WHERE A SOLE PRODUCT IS NAMED AND NO OTHER MANUFACTURER OR PRODUCT IS LISTED, SUBSTITUTIONS WILL NOT BE ACCEPTED, UNLESS EQUIVALENT PRODUCTS BY OTHER MANUFACTURERS ARE ALSO PERMITTED. E. FOR EQUIVALENT PRODUCTS BY OTHER MANUFACTURERS, ARCHITECT WILL CONSIDER CONTRACTOR'S REQUEST FOR COMPARABLE PRODUCTS, IF PROPOSED PRODUCTS ARE CONSISTENT WITH THE CONTRACT DOCUMENTS, WILL PRODUCE THE INDICATED RESULTS, ARE COMPATIBLE WITH OTHER PARTS OF THE WORK, AND MEET WARRANTY REQUIREMENTS. SUBMIT DETAILED COMPARISON OF PROPOSED PRODUCTS WITH NAMED PRODUCTS, AND SAMPLES IF APPLICABLE, FOR REVIEW AND APPROVAL. F. PRODUCTS SPECIFIED BY REFERENCE STANDARDS OR BY DESCRIPTION ONLY: USE ANY PRODUCT MEETING THOSE STANDARDS OR DESCRIPTION. G. FINISHES, COLORS, TEXTURES, AND PATTERNS ARE INDICATED ON DRAWINGS. WHERE NOT INDICATED, OR NOTED BY THE TERM "AS SELECTED", ARCHITECT WILL MAKE SELECTION. 6. WARRANTIES A. WARRANTIES SPECIFIED IN OTHER SECTIONS SHALL BE IN ADDITION TO, AND RUN CONCURRENT WITH, OTHER WARRANTIES REQUIRED BY CONTRACT DOCUMENTS B. MANUFACTURER'S DISCLAIMERS AND LIMITATIONS ON PRODUCT WARRANTIES DO NOT RELIEVE CONTRACTOR OF OBLIGATIONS UNDER REQUIREMENTS OF THE CONTRACT DOCUMENTS. 7. DELIVERY, STORAGE, HANDLING AND PROTECTION: A. COORDINATE DELIVERY OF PRODUCTS TO AVOID LENGTHY LEAD TIMES THAT MIGHT DELAY PROJECT, TO MINIMIZE SITE STORAGE TIME, AND TO MINIMIZE PROTECTION OF POTENTIAL DAMAGE TO STORED MATERIALS. B. PROVIDE PROTECTION OF STORED MATERIALS AND PRODUCTS AGAINST THEFT, CASULATY, OR DEERIORATION. C. STRUCTURAL LOADING LIMITATIONS: HANDLE AND STORE PRODUCTS AND MATERIALS SO AS NOT TO EXCEED STATIC AND DYNAMIC LOAD-BEARING CAPACITIES OF BUILDING FLOORS AND ROOFS. H. EXECUTION & CLOSEOUT 1. USE OF EXPLOSIVES IS PROHIBITED 2. PROTECT SITE FROM PUDDLING OR RUNNING WATER. PREVENT EROSION AND SEDIMENTATION. 3. VENTILATION AND DUST CONTROL: VENTILATE ENCLOSED AREAS TO ASSIST CURE OF MATERIALS, TO DISSIPATE HUMIDITY, AND TO PREVENT ACCUMULATION OF DUST, FUMES, VAPORS, OR GASES. A. USE METHODS TO MINIMIZE DUST FROM CONSTRUCTION OPERATIONS. 4. PEST AND RODENT CONTROL: PROVIDE METHODS, MEANS, AND FACILITIES TO CONTROL RODENTS, INSECTS, AND OTHER PESTS DURING CONSTRUCTION. 5. POLLUTION CONTROL: COMPLY WITH FEDERAL, STATE, AND LOCAL REGULATIONS TO PREVENT CONTAMINATION OF SOIL, WATER, AND AIR FROM POLLUTANTS DUE TO CONSTRUCTION OPERATIONS. 6. EXAMINATION: VERIFY THAT EXISTING CONDITIONS AND SUBSTRATES ARE ACCEPTABLE FOR SUBSEQUENT WORK. BEGINNING OF WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS. 7. LAYOUT OF WORK: A. PROMPTLY NOTIFY ARCHITECT OF ANY DISCREPANCIES DISCOVERED. 8. GENERAL INSTALLATION REQUIREMENTS A. INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND SO AS TO AVOID WASTE DUE TO NECESSITY FOR REPLACEMENT. B. MAKE VERTICAL ELEMENTS PLUMB AND HORIZONTAL ELEMENTS LEVEL, UNLESS OTHERWISE INDICATED C. INSTALL EQUIPMENT AND FITTINGS PLUMB AND LEVEL, NEATLY ALIGNED WITH ADJACENT VERTICAL AND HORIZONTAL LINES, UNLESS OTHERWISE INDICATED. D. MAKE CONSISTENT TEXTURE ON SURFACES, WITH SEAMLESS TRANSITIONS, UNLESS OTHERWISE INDICATED E. MAKE NEAT TRANSITIONS BETWEEN DIFFERENT SURFACES, MAINTAINING TEXTURE AND APPEARANCE. 9. CUTTING AND PATCHING: EXECUTE WORK WHERE POSSIBLE BY METHODS THAT MINIMIZE CUTTING OR PATCHING. WHERE CUTTING AND PATCHING IS NECESSARY, FINISH PATCHED SURFACES TO MATCH FINISH THAT EXISTED PRIOR TO PATCHING. REPLACE IF WORK IS NOT TO SATISFACTION OF OWNER AND ARCHITECT. 10. PROGRESS CLEANING: MAINTAIN PROJECT SITE IN A CLEAN AND ORDERLY CONDITION. REMOVE WASTE MATERIALS, DEBRIS, AND TRASH ON A DAILY BASIS. DO NOT BURY OR BURN. 11. ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE SMOOTH AND UNHINDERED OPERATION. 12. FINAL CLEANING: EXECUTE FINAL CLEANING PRIOR TO SUBSTANTIAL COMPLETION. A. FOLLOW MANUFACTURER RECOMMENDATIONS ON ITEMS TO BE CLEANED. USE NONHAZARDOUS CLEANING MATERIALS WHERE POSSIBLE. B. REMOVE WASTE, SURPLUS MATERIALS, TRASH, AND CONSTRUCTION FACILITIES FROM SITE. DISPOSE OF IN LEGAL MANNER, DO NOT BURN OR BURY. 13. PROTECTION OF INSTALLED WORK: PROVIDE TEMPORARY AND REMOVABLE PROTECTION FOR INSTALLED PRODUCTS. CONTROL ACTIVITY IN IMMEDIATE WORK AREA TO PREVENT DAMAGE. 14. CLOSEOUT PROCEDURES: NOTIFY ARCHITECT WHEN CONTRACTOR'S WORK IS NEARING COMPLETION. A. PREPARE A PRELIMINARY LIST OF DEFICIENCIES (PUNCHLIST) OUTLINING INCOMPLETE WORK. ACCOMPANY ARCHITECT ON PRELIMINARY INSPECTION. ARCHITECT SHALL REVIEW LIST OF DEFICIENCIES AND NOTE ANY ADDITIONAL UNACCEPTABLE WORK AND ITEMS NEEDING ATTENTION. B. TOUCH UP UP AND OTHERWISE REPAIR A R AND RESTORE MARRED EXPOSED FINISHES TO ELIMINATE VISUAL DEFECTS. C. SUBMIT WARRANTIES, MAINTENANCE SERVICE AGREEMENTS, FINAL CERTIFICATIONS, AND SIMILAR DOCUMENTS. D. PREPARE AND SUBMIT PROJECT RECORD DOCUMENTS, OPERATION AND MAINTENANCE MANUALS, WARRANTIES, AND OTHER FINAL RECORD INFORMATION. E. DELIVER SPARE PARTS, ATTIC STOCK, AND SIMILAR ITEMS TO OWNER. F. MAKE FINAL CHANGEOVER OF PERMANENT LOCKS AND DELIVER KEYS TO OWNER. ADVISE OWNER OF CHANGEOVER IN SECURITY PROVISIONS. G. CORRECT ITEMS OF WORK LISTED IN PUNCHLIST AND NOTIFY ARCHITECT WHEN WORK IS CONSIDERED FINALLY COMPLETE AND READY FOR ARCHITECT'S SUBSTANTIAL COMPLETION FINAL INSPECTION. SECTION 010000 GENERAL REQUIREMENTS A. GENERAL 1. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION FORM AIA A201-2017 SHALL BE INCORPORATED INTO THE CONTRACT DOCUMENTS. OWNER- CONTRACTOR AGREEMENT SHALL GOVERN, IF GENERAL CONDITIONS CONFLICT WITH THE AGREEMENT. A. THE USE OF THE WORD "PROVIDE" IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN THAT SUCH ITEMS SHALL BE FURNISHED, INSTALLED, AND CONNECTED BY CONTRACTOR, EXCEPT NOTED OTHERWISE. B. CONTRACTOR SHALL ACKNOWLEDGE IN WRITING, THAT HE HAS READ AND REVIEWED CONSTRUCTION DOCUMENTS INFORMATION CONTAINED IN GENERAL CONDITIONS. THEIR ENTIRETY INCLUDING ALL C. NOTHING CONTAINED IN DRAWINGS OR IN ANY ACCOMPANYING CONTRACT DOCUMENTS SHALL CREATE ANY CONTRACTUAL RELATIONSHIP BETWEEN CONTRACTOR AND ARCHITECT. D. CONTRACTOR SHALL PURCHASE AND MAINTAIN LIABILITY INSURANCE FOR DURATION OF PROJECT AS INDICATED IN AIA A201-2017, ARTICLE 11. CERTIFICATES OF INSURANCE ACCEPTABLE TO OWNER SHALL BE FILED WITH OWNER AND INCLUDE OWNER, ARCHITECT, AND ARCHITECT'S CONSULTANTS AS ADDITIONAL 2. SHOULD ANY CONTRADICTION, AMBIGUITY, ERROR, OR INCONSISTENCY APPEAR IN OR BETWEEN ANY OF THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT AND REQUEST INTERPRETATION BEFORE PROCEEDING WITH WORK IN QUESTION. A. DIMENSIONS AND DESCRIPTIONS ON CONSTRUCTION DRAWINGS ARE COMPLIMENTARY. WORK SHOWN OR REFERRED TO ON ANY CONSTRUCTION DOCUMENT SHALL BE PROVIDED AS THOUGH ON ALL RELATED DOCUMENTS. B. DO NOT DIRECTLY MEASURE OR "SCALE DRAWINGS TO ASCERTAIN ANY DIMENSION. CLARIFY DIMENSIONS IN CONFLICT OR NOT NOTED, WITH ARCHITECT 3. EXISTING CONDITIONS: A. INFORMATION RELATING TO EXISTING SURFACE, SUBSURFACE CONDITIONS AND ANY EXISTING STRUCTURES WILL BE PROVIDED DIRECTLY BY OWNER. B. PRIOR TO BEGINNING WORK, EXAMINE SITE AND PORTIONS THEREOF WHICH WILL AFFECT WORK AND COMPARE WITH DRAWINGS TO VERIFY CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. C. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES IN EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. WORK IN PROBLEM AREAS SHALL NOT PROCEED UNTIL APPROVED BY ARCHITECT. PROCEEDING WITH WORK SHALL CONSTITUTE ACCEPTANCE OF PROJECT CONDITIONS. 4. WORK BY OWNER: COOPERATE FULLY WITH OWNER TO MINIMIZE CONFLICTS, WITHOUT INTERFERING WITH OR DELAYING WORK UNDER THIS CONTRACT OR WORK BY OWNER. COORDINATE WORK UNDER THIS CONTRACT WITH WORK PERFORMED BY OWNER. 5. CONTRACTOR SHALL HAVE LIMITED USE OF PROJECT SITE FOR CONSTRUCTION OPERATIONS DURING CONSTRUCTION PERIOD. CONTRACTOR’S USE OF SITE IS LIMITED ONLY BY OWNER’S RIGHT TO PERFORM WORK. 6. LANGUAGE CONVENTIONS: IMPERATIVE MOOD AND STREAMLINED LANGUAGE ARE GENERALLY USED IN THE DRAWINGS. B. PRICE & PAYMENT PROCEDURES 1. SUBMIT SCHEDULE OF VALUES WITHIN 10 DAYS AFTER DATE SCHEDULED FOR SUBMITTAL OF INITIAL APPLICATIONS FOR PAYMENT. SUBMITTED SCHEDULE OF VALUES SHALL BE BASED ON FORMAT OF AIA DOCUMENT G703. PROVIDE A BREAKDOWN OF CONTRACT SUM IN ENOUGH DETAIL TO FACILITATE CONTINUED EVALUATION OF APPLICATION FOR PAYMENT AND PROGRESS REPORTS. 2. APPLICATION FOR PAYMENT: SUBMIT AT INTERVALS STIPULATED IN THE AGREEMENT, ON PAYMENT FORM BASED ON AIA G702 AND AIA G703. FOLLOW BREAKDOWN OF THE CONTRACT SUM FROM THE SCHEDULE OF VALUES AND INCLUDE AMOUNTS OF CHANGE ORDERS AND CONSTRUCTION CHANGE DIRECTIVES AS APPROPRIATE. A. WITH EACH APPLICATION, SUBMIT WAIVERS OF MECHANIC'S LIENS FROM ENTITIES LAWFULLY ENTITLED TO FILE A MECHANIC'S LIEN ARISING OUT OF CONTRACT, RELATED TO WORK COVERED BY THE PAYMENT. C. SUBSTITUTIONS 1. SUBSTITUTIONS FOR SPECIFIED PRODUCTS, ASSEMBLIES, MATERIALS, AND EQUIPMENT SHALL BE EQUIVALENT TO OR BETTER THAN THAT SPECIFIED, WITH AT LEAST THE SAME WARRANTY, AND SUBJECT TO REVIEW AND WRITTEN ACCEPTANCE BY ARCHITECT. A. ARCHITECT MAY REQUEST ADDITIONAL INFORMATION PRIOR TO RENDERING A DECISION. B. ACCEPTED SUBSTITUTIONS CHANGE THE NATURE OF THE WORK AND MUST BE DOCUMENTED WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE WITH CONTRACT DOCUMENTS. D. ADMINISTRATIVE REQUIREMENTS 1. PROJECT MEETINGS: SCHEDULE REGULAR AND PERIODIC MEETINGS AS APPROPRIATE. A. ATTENDANCE SHALL BE BY RELEVANT PARTIES AS APPROPRIATE, INCLUDING CONTRACTOR, OWNER, ARCHITECT, SUBCONTRACTORS, SUPPLIERS, AND OTHERS. B. RECORD MINUTES INCLUDING SIGNIFICANT PROCEDURES AND DECISIONS. DISTRIBUTE COPIES OF MINUTES WITHIN 4 DAYS AFTER EACH MEETING TO THOSE AFFECTED BY DECISIONS. 2. CONSTRUCTION PROGRESS SCHEDULE: PRIOR TO BEING AWARDED CONTRACT, PREPARE AND SUBMIT TO ARCHITECT, ESTIMATED PROGRESS SCHEDULE OF THE WORK. 3. CONTRACTOR IS RESPONSIBLE FOR SECURING PERMITS FOR ALL PHASES OF THE WORK, AS REQUIRED BY FEDERAL, STATE, COUNTY, AND MUNICIPAL LAW. 4. REQUESTS FOR INFORMATION (RFI): A. PREPARE AN RFI IMMEDIATELY UPON DISCOVERY OF A NEED FOR INTERPRETATION OF CONTRACT DOCUMENTS. B. ARCHITECT WILL RESPOND AND RETURN RFI TO CONTRACTOR WITHIN 7 CALENDAR DAYS OF RECEIPT. 5. SUBMITTALS: A. SUBMIT THE FOLLOWING TO ARCHITECT FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING COMPLIANCE WITH DESIGN CONCEPT OF PROJECT AND GENERAL COMPLIANCE WITH INFORMATION IN THE CONTRACT DOCUMENTS, WHEN SPECIFIED IN INDIVIDUAL SECTIONS: PRODUCT DATA, SHOP DRAWINGS, AND SAMPLES FOR SELECTION OR FOR VERIFICATION. B. SUBMIT THE FOLLOWING TO ARCHITECT FOR INFORMATION ONLY, WHEN SPECIFIED IN INDIVIDUAL SECTIONS: DESIGN DATA, CERTIFICATES, TEST AND INSPECTION REPORTS, AND MANUFACTURER'S FIELD REPORTS. C. REVIEW AND STAMP ALL SUBMITTALS. SUBMITTALS WHICH DO NOT BEAR CONTRACTOR'S APPROVAL STAMP SHALL BE RETURNED WITHOUT REVIEW. D. ARCHITECT WILL REVIEW AND RETURN TO CONTRACTOR MARKED "APPROVED", "REVISE AND RESUBMIT", "REJECTED", "RECEIVED, OR OTHER APPROPRIATE ACTION. ADDITIONAL INFORMATION IS E. ARCHITECT SHALL HAVE 10 WORKING DAYS FOR REVIEW OF EACH SHOP DRAWING. RESPONSE TIME MAY BE ADJUSTED, REQUIRED, OR IF ARCHITECT'S CONSULTANTS ARE TO REVIEW SUBMITTALS. F. REVIEW OF SUBMITTALS IS NOT FOR DETERMINING THE ACCURACY AND COMPLETENESS OF OTHER DETAILS SUCH AS DIMENSIONS AND QUALITIES, OR FOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF EQUIPMENT OR SYSTEMS, ALL OF OF WHICH REMAIN RESPONSIBILITY OF CONTRACTOR. G. ARCHITECT'S REVIEW SHALL NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS OR OF ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. ARCHITECT'S ACCEPTANCE OF A SPECIFIC ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY OF WHICH ITEM IS A COMPONENT. H. CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK REQUIRING SUBMITTAL AND REVIEW UNTIL THE RESPECTIVE SUBMITTAL HAS BEEN REVIEWED BY ARCHITECT. SUCH WORK SHALL BE IN ACCORDANCE WITH APPROVED SUBMITTALS. J. CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR DEVIATIONS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS BY ARCHITECT'S REVIEW UNLESS CONTRACTOR HAS SPECIFICALLY INFORMED ARCHITECT IN WRITING OF SUCH DEVIATION AT TIME OF SUBMITTAL AND ARCHITECT HAS GIVEN WRITTEN ACCEPTANCE TO THE SPECIFIC DEVIATION. CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SUBMITTALS BY ARCHITECTS ACCEPTANCE THEREOF. E. QUALITY REQUIREMENTS 1. CONTRACTOR'S PROFESSIONAL DESIGN SERVICES: PROVIDE ENGINEERING DESIGN SERVICES FOR CONSTRUCTION ASSEMBLIES INDICATED IN INDIVIDUAL SECTIONS, BASED ON PERFORMANCE AND/OR DESIGN CRITERIA. ENGINEER MUST BE EXPERIENCED IN DESIGN OF THE TYPE OF WORK SPECIFIED AND LICENSED IN STATE IN WHICH PROJECT IS LOCATED 2. WORK SHALL INCLUDE ALL LABOR, ASSEMBLIES, AND FINISH WORK WITH ALL PARTS AND MATERIAL NECESSARY TO MAKE A COMPLETE, IN-PLACE, PROPERLY WORKING, AND FINISHED INSTALLATION, WHETHER OR NOT SHOWN ON DRAWINGS. 3. WORK SHALL BE DONE WITH THE FINEST WORKMANSHIP IN ACCEPTANCE WITH INDUSTRY STANDARDS FOR CONSTRUCTION, FABRICATION, AND INSTALLATION FOR EACH TRADE. USE ONLY NEW HIGHEST QUALITY MATERIALS CONSISTENT WITH SPECIFICATIONS. COMPLY WITH ALL APPLICABLE BUILDING CODES, AND FEDERAL STATE, AND LOCAL GOVERNMENT REGULATIONS, INCLUDING THOSE DEALING WITH ENERGY, ADA REQUIREMENTS, FACTORY MUTUAL, AND UNDERWRITERS LABORATORIES STANDARDS. A. MONITOR QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES, SITE CONDITIONS, AND WORKMANSHIP. B. VERIFY QUALITY CUREMENTS ARE AS INDICATED ON SHOP DRAWINGS OR AS INSTRUCTED BY THE MANUFACTURER. C. MONITOR FABRICATION AND INSTALLATION TOLERANCE CONTROL OF PRODUCTS TO PRODUCE ACCEPTABLE WORK. DO NOT PERMIT TOLERANCES TO ACCUMULATE. 4. MANUFACTURER'S FIELD AND TECHNICAL SERVICES: WHEN SPECIFIED IN INDIVIDUAL SECTIONS, PROVIDE QUALIFIED STAFF PERSONNEL TO OBSERVE AND INSPECT WORK AS APPLICABLE AND TO INITIATE INSTRUCTIONS AS NECESSARY. F. TEMPORARY FACILITIES & CONTROLS 1. TEMPORARY UTILITIES: PROVIDE AND PAY FOR ALL ELECTRICAL POWER, LIGHTING, WATER, HEATING AND COOLING, AND VENTILATION REQUIRED, UNLESS PROVIDED BY OWNER FOR USE BY CONTRACTOR. A. USE OF GASOLINE-BURNING SPACE HEATERS, OPEN-FLAME HEATERS OR SALAMANDER-TYPE HEATING UNITS IS PROHIBITED. B. INTERRUPTION OF SERVICES: AVOID IF POSSIBLE, AND IF UNAVOIDABLE, MINIMIZE IMPACT OF INTERRUPTION OR SHUTDOWN OF ELECTRICAL, MECHANICAL, PLUMBING, OR TELEPHONE SERVICES. OWNER SHALL BE NOTIFIED 48 HOURS IN ADVANCE BEFORE SHUTDOWN OCCURS. 2. TEMPORARY SANITATION: PROVIDE TEMPORARY TOILETS, WASH FACILITIES, AND DRINKING WATER FOR USE BY CONSTRUCTION PERSONNEL. MAINTAIN IN CLEAN AND SANITARY CONDITION. 3. BARRIERS: WHERE DIRECTED BY OWNER OR ARCHITECT, PROVIDE TEMPORARY BARRIERS AND CLOSURES TO PREVENT UNAUTHORIZED ENTRY, TO PREVENT ACCESS TO POTENTIALLY HAZARDOUS AREAS, AND TO PROTECT EXISTING FACILITIES AND NEW CONSTRUCTION. A. DAMAGE TO NEW AND EXISTING MATERIAL, FINISHES, STRUCTURES, AND EQUIPMENT SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL EXPENSE TO OWNER. No. Description Date 06182025 Scale Date G.2 SPECIFICATIONS CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 a. b. c. d. SECTION 031535 UNDERSLAB VAPOR BARRIER A SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF WORK. B. PERFORMANCE REQUIREMENTS: 1. WATER VAPOR PERMEANCE: NOT MORE THAN 0.010 PERMS, MAXIMUM, 2. COMPLY WITH ASTM E1745, CLASS A. 3. THICKNESS: 15 MILS. C. ACCEPTABLE PRODUCTS: 1. EQUIVALENT PRODUCTS NOT LISTED BELOW BY OTHER MANUFACTURERS SHALL COMPLY WITH THIS SECTION AND BE SUBJECT TO REVIEW AND APPROVAL BY ARCHITECT: A. STEGO WRAP VAPOR BARRIER (15-MIL) BY STI STEGO INDUSTRIES (WWW.STEGOINDUSTRIES.COM). 2. ACCESSORY PRODUCTS: VAPOR BARRIER MANUFACTURER'S RECOMMENDED TAPE, ADHESIVE, MASTIC, ETC., FOR SEALING SEAMS AND PENETRATIONS IN VAPOR BARRIER. D. EXAMINATION: 1. VERIFY THAT SURFACE OVER WHICH VAPOR BARRIER IS TO BE INSTALLED IS READY BEFORE PROCEEDING WITH INSTALLATION OF VAPOR BARRIER. 2. DO NOT PROCEED UNTIL UNDER-SLAB PLUMBING AND ELECTRICAL ROUGH-IN WORK IS COMPLETE, AND SPECIFIED FILL OR SUBGRADE MATERIAL HAS BEEN PLACED, COMPACTED, AND TESTED; AND IS LEVEL AND WITHOUT VOIDS. E. INSTALLATION: 1. INSTALL VAPOR BARRIER IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND ASTM E1643. 2. INSTALL VAPOR BARRIER UNDER INTERIOR SLABS ON GRADE. LAP SHEET OVER FOOTINGS AND SEAL TO FOUNDATION WALLS. 3. LAP JOINTS MINIMUM 6 INCHES. 4. SEAL JOINTS, SEAMS AND PENETRATIONS WATERTIGHT WITH MANUFACTURER'S RECOMMENDED PRODUCTS. 5. NO PENETRATION OF VAPOR BARRIER IS ALLOWED EXCEPT FOR REINFORCING STEEL AND PERMANENT UTILITIES. 6. REPAIR DAMAGED VAPOR RETARDER BEFORE COVERING WITH OTHER MATERIALS. F. PROTECTION: 1. DO NOT PERMIT UNNECESSARY FOOT OR VEHICULAR TRAFFIC ON UNPROTECTED HORIZONTAL MEMBRANE. 2. PROTECT COMPLETE MEMBRANE FROM DAMAGE. PRIOR TO POURING CONCRETE, INSPECT MEMBRANE FOR PUNCTURES OR DAMAGE AND REPAIR AS REQUIRED TO MAINTAIN VAPOR RETARDER INTEGRITY. Section 03 54 00 – Gypsum Cement Underlayment (Includes Acoustical Mat and Perimeter Isolation Strip) Part 1 – General 1.1 Summary Provide sound control underlayment system consisting of Maxxon AcoustiMat®, perimeter isolation strip, and poured Gyp-Crete® topping over subfloor or concrete slab to reduce impact and airborne sound transmission in multi-family or residential construction. 1.2 Submittals Manufacturer’s product data for AcoustiMat, Gyp-Crete, and isolation strip Acoustical performance test data (ASTC/IIC ratings) MSDS for all components Installation instructions and details Part 2 – Products 2.1 Manufacturers Basis of Design: Maxxon Corporation AcoustiMat® [Specify Type I, II, or 3/4] Gyp-Crete® [Specify 2000/3.2K or as required] Perimeter Isolation Strip by Maxxon 2.2 Materials Acoustical Mat: Sound control mat with entangled mesh core and non-woven fabric backing Mat thickness: [Specify 1/8", 1/4", or 3/8"] STC/IIC Performance: When used in system, STC and IIC ≥ 50 (field) or 60 (lab) as required by code Gypsum Underlayment: Gyp-Crete® gypsum-based cementitious floor underlayment Minimum compressive strength: 2,000 psi (standard residential) Applied over AcoustiMat at min. 3/4" thickness or per system specification Perimeter Isolation Strip: Closed-cell foam or equivalent to decouple underlayment from vertical surfaces Height: Minimum to extend above finished Gyp-Crete pour Part 3 – Execution 3.1 Preparation Clean and prime subfloor as recommended by Maxxon Install perimeter isolation strip along all vertical interfaces Unroll AcoustiMat and secure per manufacturer’s recommendations Overlap fabric seams and seal per specification to prevent gypsum intrusion 3.2 Installation Pour Gyp-Crete over AcoustiMat to specified thickness Ensure full encapsulation of mat without displacement Allow to cure per manufacturer’s guidelines (typically 5–7 days before light foot traffic) Protect from heavy loads, water, or contamination during curing 3.3 Field Quality Control Verify pour thickness and acoustical mat coverage Remove isolation strip protruding above floor before final flooring installation Conduct field sound tests if required SECTION 04 20 00 — UNIT MASONRY PART 1 — GENERAL 1.1 SUMMARY A. Provide all labor, materials, tools, equipment, and services necessary for the installation of modular face brick masonry as indicated on drawings. B. Work includes: 1. Modular face brick veneer or full masonry walls 2. Mortar, reinforcement, ties, mortar net, and accessories 3. Flashing, weep holes, and control joints 1.2 BASIS OF DESIGN A. Modular face brick, nominal size approximately 3-5/8" x 2-1/4" x 7-5/8" (modular size). B. Color, texture, and finish as selected by Owner from manufacturer samples within allowance. 1.3 ALLOWANCE A. Material allowance of $6.00 per square foot of installed brick veneer (brick only, excluding mortar, labor, reinforcement, and accessories). B. Any selection exceeding the allowance shall be submitted to Owner for approval and paid as an upgrade via change order. 1.4 SUBMITTALS A. Manufacturer’s product data and technical specifications. B. Color and texture samples for Owner approval. C. Sample of mortar color to match existing masonry. D. Mockup panel (if required) showing typical brickwork, mortar joint, flashing, anchors, and weep holes. 1.5 QUALITY ASSURANCE A. Comply with ASTM C216 for face brick or ASTM C652 for solid masonry units. B. Install in accordance with the latest edition of the TMS 402/602 Building Code Requirements and Specification for Masonry Structures or local building code. C. Use experienced masons with proven track record. PART 2 — PRODUCTS 2.1 FACE BRICK A. Modular face brick conforming to ASTM C216, Type FBS (Face Brick, Solid), Grade SW (Severe Weather). B. Size: Modular (nominal 3-5/8" x 2-1/4" x 7-5/8"). C. Color and texture: As selected by Owner within allowance. D. Strength: Minimum compressive strength per ASTM C216. 2.2 MORTAR A. Type: ASTM C270 Type N or Type S mortar as required for structural and weather exposure conditions. B. Color: Mortar color to match existing masonry as closely as possible. Provide sample for approval. 2.3 ACCESSORIES A. Flashing: 1. Self-adhered flexible flashing membrane or metal flashing as per project details. 2. Installed at all shelf angles, lintels, sills, and base of masonry to direct water out of cavity. B. Mortar Net: 1. Provide corrosion-resistant mortar net or cavity drainage mat in the air space behind the veneer as per manufacturer’s recommendations. C. Anchors and Ties: 1. Provide corrosion-resistant anchors complying with ASTM A82 (steel) or ASTM A666 (stainless steel). 2. Typical anchor type: adjustable masonry veneer anchors or corrosion-resistant wire anchors. 3. Spacing: Minimum 4.5 anchors per square yard (approx. 16" o.c. horizontally by 16" o.c. vertically), adjusted per structural engineer’s specifications. 4. Anchor placement: Embed securely into backup wall or framing and securely attached to veneer per manufacturer and code requirements. D. Weep Holes: 1. Provide weep holes at base of veneer and above flashing locations. 2. Weep holes shall be spaced maximum 24" o.c. or per local code. 3. Use open head joints or plastic weep vents with corrosion-resistant wire mesh to prevent pest entry. PART 3 — EXECUTION 3.1 PREPARATION A. Verify substrate is clean, plumb, level, and structurally sound. B. Coordinate with flashing and waterproofing trades to ensure continuous drainage plane. 3.2 INSTALLATION A. Install brick veneer with uniform mortar joints (typically 3/8"), maintaining bond pattern. B. Mortar color shall match approved sample and be consistent throughout installation. C. Install flashing continuously at all shelf angles, lintels, and base of veneer to direct moisture out. D. Install mortar net in cavity behind veneer to facilitate drainage. E. Install anchors per specified spacing and securely attach to structural backup. F. Provide weep holes at required intervals to allow drainage and ventilation. G. Tool mortar joints to consistent profile after initial set. 3.3 CLEANING A. Remove mortar droppings and smears promptly using manufacturer-approved cleaning methods. B. Protect finished masonry from damage and staining until final acceptance. SECTION 061053 MISCELLANEOUS ROUGH CARPENTRY A. SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF WORK. B. QUALITY ASSURANCE 1. WOOD PRODUCTS SHALL HAVE MAXIMUM MOISTURE CONTENT OF 15% 2. FIRE RETARDANT TREATED LUMBER AND PLYWOOD BY PRESSURE PROCESS: PRODUCTS WITH FLAME SPREAD INDEX OF 25 OR LESS WHEN TESTED ACCORDING TO ASTM E84, AND WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION WHEN TEST IS EXTENDED AN ADDITIONAL 20 MINUTES, AND WITH FLAME FRONT NOT EXTENDING MORE THAN 10.5 FEET BEYOND THE CENTERLINE OF BURNERS AT ANY TIME DURING TEST. C. STORAGE AND HANDLING: STACK LUMBER FLAT WITH SPACERS BENEATH AND BETWEEN EACH BUNDLE TO PROVIDE AIR CIRCULATION. PROTECT LUMBER AND PLYWOOD FROM WEATHER BY COVERING WITH WATERPROOF SHEETING, SECURELY ANCHORED. D. PRODUCTS: 1. ROUGH CARPENTRY: A. SILLS ON CONCRETE: DOUGLAS FIR WITH PRESERVATIVE TREATMENT. B. SILL SEALER GASKET: EPDM STRUCTURAL SILL GASKET WITH RAISED BULB ENDS BY CONSERVATION TECHNOLOGY (WWW.CONSERVATIONTECHNOLGY.COM) OR EQUIVALENT BY OTHER MANUFACTURER. SIZE AS REQUIRED FOR WIDTH OF SILL FRAMING. C. LUMBER (WOOD FRAMING): MATERIAL GRADE AS SHOWN ON DRAWINGS. D. PROVIDE MISCELLANEOUS LUMBER BLOCKING AND FURRING AT CONCEALED LOCATIONS FOR SUPPORT OR ATTACHMENT OF OTHER CONSTRUCTION. 2. PLYWOOD AND OSB: PROVIDE THICKNESS AND GRADE AS FOLLOWS, UNLESS OTHERWISE INDICATED IN DRAWINGS. MINIMUM 5 PLY FOR PLYWOOD THICKNESS 15/32 INCH OR GREATER. A. WALL SHEATHING: 7/16 INCH OSB PANELS. B. BUILDING SUB-FLOOR: 1-1/8 INCH EXTERIOR PLYWOOD, TONGUE AND GROOVE. SECURE TO FLOOR JOISTS WITH LIQUID NAILS ADHESIVE AND SCREW TO FRAMING C. ROOF DECKING: 3/4 INCH OSB ROOF DECKING WITH APA 24/16 SPAN RATING. D. ATTIC SUB-FLOORING FOR A/C UNITS: 3/4 INCH C-D EXTERIOR PLYWOOD TO ACCOMMODATE A/C EQUIPMENT AND SERVICE AREA. E. TRAFFICABLE PATH IN ATTIC SPACE: 3/4 INCH C-D EXTERIOR PLYWOOD TO ACCOMMODATE STORAGE. F. PLYWOOD EQUIPMENT BACKING PANELS: 3/4 INCH PLYWOOD, DOC PS 1. A-C EXTERIOR, FIRE RETARDANT TREATED. G. OTHER EXPOSED FINISH PLYWOOD: 3/4 INCH A2, LUMBER CORE BIRCH PLYWOOD, UNLESS OTHERWISE INDICATED. 3. FASTENERS: A. ALL EXTERIOR HARDWARE SHALL BE HOT-DIPPED GALVANIZED. B. NAILS, BRADS, AND STAPLES: ASTM F1667. C. SCREWS FOR FASTENING TO METAL FRAMING: ASTM C1002 OR ASTM C954, LENGTH AS RECOMMENDED BY SCREW MANUFACTURER FOR MATERIAL BEING FASTENED. D. POST-INSTALLED ANCHORS: STAINLESS STEEL WITH BOLTS AND NUTS COMPLYING WITH ASTM F593 AND ASTM F594, ALLOY GROUP 1 OR 2. 4. ADHESIVES FOR GLUING FURRING TO CONCRETE OR MASONRY: COMPLYING WITH ASTM D3498 AND APPROVED FOR USE INDICATED BY ADHESIVE MANUFACTURER. E. WOOD-PRESERVATIVE TREATED MATERIALS: 1. PRESERVATIVE TREATMENT BY PRESSURE PROCESS: AWPA U1; USE CATEGORY UC2 FOR INTERIOR CONSTRUCTION NOT IN CONTACT WITH THE GROUND, CATEGORY UC3B FOR EXTERIOR CONSTRUCTION NOT IN CONTACT WITH THE GROUND, AND CATEGORY UC4A FOR ITEMS IN CONTACT WITH THE GROUND. A. PRESERVATIVE CH E CHEMICALS: ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND CONTAINING NO ARSENIC OR CHROMIUM. DO NOT USE INORGANIC BORON (SBX) FOR SILL PLATES. F. FIRE-RETARDANT-TREATED MATERIALS: PRODUCTS WITH FLAME SPREAD INDEX OF 25 OR LESS WHEN TESTED ACCORDING TO ASTM E84, AND WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION WHEN TEST IS EXTENDED AN ADDITIONAL 20 MINUTES, AND WITH FLAME FRONT NOT EXTENDING MORE THAN 10 FEET BEYOND THE CENTERLINE OF THE BURNERS AT ANY TIME DURING TEST. 1. EXTERIOR TYPE: TREATED MATERIALS SHALL COMPLY WITH REQUIREMENTS NOTED ABOVE FOR FIRE-RETARDANT- TREATED LUMBER AND PLYWOOD BY PRESSURE PROCESS AFTER BEING SUBJECTED TO ACCELERATED WEATHERING ACCORDING TO ASTM D2898, USE FOR EXTERIOR LOCATIONS AND ELSEWHERE IF INDICATED. 2. INTERIOR TYPE: MOISTURE CONTENT OF 28% OR LESS WHEN TESTED ACCORDING TO ASTM D3201 AT 92% RELATIVE HUMIDITY. USE WHERE EXTERIOR TYPE IS NOT INDICATED. G. INSTALLATION: 1. SET CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, TRUE TO LINE, CUT, AND FITTED. FIT CARPENTRY ACCURATELY TO OTHER CONSTRUCTION. 2. ATTACH SILL SEALER GASKET TO BASE FRAMING MEMBERS IN ACCORDANCE WITH MANUFACTURER'S DETAILS. 3. INSTALL PLYWOOD BACKING PANELS BY FASTENING TO STUDS; COORDINATE LOCATIONS WITH UTILITIES REQUIRING BACKING PANELS. 4. PROVIDE BLOCKING AND FRAMING AS REQUIRED TO SUPPORT FACING MATERIALS, FIXTURES, SPECIALTY ITEMS, AND TRIM. A. PROVIDE METAL CLIPS FOR FASTENING GYPSUM BOARD OR LATH AT CORNERS AND INTERSECTIONS WHERE FRAMING OR BLOCKING DOES NOT PROVIDE A SURFACE FOR FASTENING EDGES OF PANELS. SPACE CLIPS NOT MORE THAN 16 INCHES O.C. 5. FURRING: A. FURRING TO RECEIVE PLYWOOD PANELING: INSTALL 1 BY 3 INCH NOMINAL SIZE FURRING HORIZONTALLY AND VERTICALLY AT 24 INCHES O.C. B. FURRING TO RECEIVE GYPSUM BOARD: INSTALL 1 BY 2 INCH NOMINAL SIZE FURRING VERTICALLY AT 16 INCHES O.C. H. PROTECT MISCELLANEOUS ROUGH CARPENTRY FROM WEATHER. IF ROUGH CARPENTRY BECOMES WET, SPRAY-APPLY EPA REGISTERED BORATE TREATMENT. I CLEANING: 1. DISPOSE OF ALL WASTE INCLUDING SCRAP WOOD, SHAVINGS, SAWDUST, ETC., IN ACCORDANCE WITH LOCAL REGULATIONS. SECTION 062000 FINISH CARPENTRY A. SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF WORK. B. ADMINISTRATIVE REQUIREMENTS: 1. COORDINATE WORK WITH PLUMBING AND ELECTRICAL ROUGH-IN, AND INSTALLATION OF ASSOCIATED COMPONENTS. C. SUBMIT THE FOLLOWING: 1. SHOP DRAWINGS: INDICATE MATERIALS, COMPONENT PROFILES, FASTENING METHODS, JOINTING DETAILS, DIMENSIONS, AND ACCESSORIES. 2. SAMPLES: SUBMIT 1 SAMPLE OF EACH TYPE OF EXTERIOR AND INTERIOR WOOD TRIM, MINIMUM 8 INCH LONG, INDICATING STAIN OR COLOR, PROFILE AND FINISH. a. b. c. d. e. a. a. b. c. d. D. QUALITY ASSURANCE: 1. COMPLY WITH AWI (QCP) WOODWORK ASSOCIATION STANDARDS FOR GRADES OF ARCHITECTURAL WOODWORK, CONSTRUCTION, AND FINISHES (www.AWIQCP.ORG). 2. EXTERIOR MOCK-UP: OF WOOD TRIM, MOCK-UP MAY REMAIN PART OF FINISHED WORK. 3. INTERIOR CABINET MOCK-UP: SHOW RELATIONSHIP REMAIN OF FIND TO COUNTERTOP, MOCK-UP MAY REMAIN PART OF FINISHED WORK. E. STORAGE AND HANDLING: 1. PROTECT FROM SOLAR EXPOSURE AND MOISTURE DAMAGE. PROVIDE FOR AIR CIRCULATION AROUND STACKS AND UNDER COVERINGS. 2. HANDLE MATERIALS AND PRODUCTS TO PREVENT DAMAGE TO EDGES, ENDS, OR SURFACES. F. PROJECT CONDITIONS: 1. PROCEED WITH EXTERIOR WORK INSTALLATION ONLY WHEN FORECAST WEATHER SPECIFIED FINISH CAN BE APPLIED WITHOUT EXPOSURE TO RAIN, SNOW, OR DAMPNESSONS PERMIT WORK TO BE PERFORMED AND AT LEAST ONE COAT OF 2. DO NOT INSTALL INTERIOR MATERIALS UNTIL BUILDING IS ENCLOSED, WET-WORK IS COMPLETED, AND HVAC SYSTEM IS OPERATING WITH TEMPERATURE BETWEEN 60-90 DEG F AND HUMIDITY RANGE OF 25-55% 3. DO NOT INSTALL FINISH CARPENTRY MATERIALS THAT ARE WET, MOISTURE DAMAGED, OR MOLD DAMAGED. 4. VERIFY DIMENSIONS OF OTHER CONSTRUCTION BY FIELD MEASUREMENTS BEFORE FABRICATION AND INDICATE MEASUREMENTS ON SHOP DRAWINGS. G. PERFORMANCE REQUIREMENTS: 1.QUALITY STANDARD: CUSTOM GRADE, PER AWIAWMAC/WI (AWS) OR AWMAC/WI (NAAWS). 2. HARDWOOD AND SOFTWOOD LUMBER: STAIN GRADE, SPECIES AS INDICATED, RIFT CUT UNLESS OTHERWISE INDICATED 3. SURFACE BURNING CHARACTERISTICS: PROVIDE MATERIALS HAVING FIRE AND SMOKE PROPERTIES AS REQUIRED BY APPLICABLE CODE 4. COMPOSITE WOOD PRODUCTS SHALL CONTAIN NO ADDED UREA FORMALDEHYDE IN PRODUCT OR LAMINATING ADHESIVES USED TO FABRICATE PRODUCT. H. EXTERIOR FINISH CARPENTRY: PREPARE FOR STAIN OR PAINT FINISH WHERE INDICATED, WINDOW AND DOOR CASINGS AND MOLDINGS, SOFFITS AND FASCIAE, AND/OR BEAMS AND WALL BRACKETS. 1. EXTERIOR SOFFITS: KILN-DRIED TONGUE AND GROOVE BOARDS, FACTORY COATED WITH EXTERIOR PRIMER COMPATIBLE WITH TOPCOATS SPECIFIED. SPECIES, GRADE, AND PATTERN AS INDICATED. 2. LAMINATED WOOD DECKING: APPEARANCE GRADE, SMOOTH SANDED SURFACE TEXTURE IN SIMPLE SPAN LENGTHS AS INDICATED ON DRAWINGS. PRE-FINISH WITH 1 COAT LATEX CLEAR VARNISH. I. INTERIOR FINISH CARPENTRY: 1. DOOR AND WINDOW TRIM, BASES, MOLDS, BRACKETS, AND MISCELLANEOUS TRIM TO COMPLETE THE WORK SHALL BE "A" GRADE, STAIN QUALITY OR PAINT GRADE AS REQUIRED, SPECIES AS SELECTED, AND FINGER JOINT AS INDICATED. 2. STAIRS, BALUSTRADES, AND HANDRAILS: SELECT AND BETTER WHITE OAK: PREPARE FOR STAINED FINISH, UNLESS OTHERWISE INDICATED. 3. CABINET STOCK SHALL BE SELECT AND BETTER STAIN GRADE RIFT CUT WHITE OAK STOCK, UNLESS OTHERWISE INDICATED. A. MAGNETIC CATCH HARDWARE. B. ADJUSTABLE SHELVING WITH PEG AND HOLE. C. DRAWERS WITH FULL EXTENSION SOFT CLOSE GLIDES. D. DRAWER PULLS: AS SELECTED. E. BASIS OF DESIGN: BLUM SOFT CLOSE HINGES AND GLIDES 4. CLOSET BULKHEADS TO BE 16 INCHES DEEP. HANGING RODS TO BE SINGLE PIECE STAINLESS STEEL RODS CUT TO LENGTH (RETRACTABLE RODS ARE UNACCEPTABLE STAIRS) 5. PULL DOWN ATTIC STAIRS: ALUMINUM STAIR CONSTRUCTION. J. FASTENINGS: 1. EXTERIOR APPLICATIONS: STAINLESS STEEL, LENGTH REQUIRED TO PENETRATE WOOD SUBSTRATE MINIMUM 1-1/2 INCHES. 2. INTERIOR APPLICATIONS: NAILS, SCREWS, AND OTHER ANCHORING DEVICES OF TYPE, SIZE, MATERIAL, AND FINISH REQUIRED TO PROVIDE SECURE ATTACHMENT, CONCEALED WHERE POSSIBLE. 3. MULTIPURPOSE CONSTRUCTION ADHESIVE: FORMULATION, COMPLYING WITH ASTM D3498, RECOMMENDED FOR INDICATED USE BY ADHESIVE MANUFACTURER 4. CONCEALED JOINT FASTENERS: THREADED STEEL. K. SHOP FINISHING: 1. SAND WORK SMOOTH AND SET EXPOSED NAILS AND SCREWS. 2. FOR OPAQUE FINISHES, APPLY WOOD FILLER IN EXPOSED NAIL AND SCREW INDENTATIONS AND SAND SMOOTH. 3. ON ITEMS TO RECEIVE TRANSPARENT FINISHES, USE WOOD FILLER MATCHING OR BLENDING WITH SURROUNDING SURFACES AND OF TYPES RECOMMENDED FOR APPLIED FINISHES L. EXAMINATION AND PREPARATION: 1. VERIFY ADEQUACY OF BACKING AND SUPPORT FRAMING 2. VERIFY LOCATION AND SIZES OF UTILITY ROUGH-IN ASSOCIATED WITH WORK OF THIS SECTION. 3. PRIME LUMBER AND TRIM TO BE PAINTED, INCLUDING BOTH FACES AND EDGES, UNLESS FACTORY PRIMED. 4. CONDITION INTERIOR MATERIALS TO AVERAGE PREVAILING HUMIDITY IN INSTALLATION AREAS FOR AT LEAST 24 HOURS. M. INSTALLATION: 1. DO NOT USE MATERIALS THAT ARE UNSOUND, WARPED, IMPROPERLY TREATED OR FINISHED, INADEQUATELY SEASONED, OR TOO SMALL TO FABRICATE WITH PROPER JOINTING A 2. INSTALL FINISH CARPENTRY LEVEL PLUMB, TRUE, AND ALIGNED WITH ADJACENT MATERIALS. A. USE CONCEALED SHIMS WHERE NECESSARY, AND CONCEALED FASTENERS WHERE POSSIBLE. SECURE TO SUBSTRATE USING APPROPRIATE ANCHORAGES B. CAREFULLY SCRIBE AND CUT FINISH CARPENTRY TO FIT ADJOINING WORK. C. REFINISH AND SEAL CUTS AS RECOMMENDED BY MANUFACTURER. D. INSTALL TO TOLERANCE OF 1/8 INCH IN 96 INCHES FOR LEVEL AND PLUMB. INSTALL ADJOINING EXTERIOR FINISH CARPENTRY WITH 1/32-INCH MAXIMUM OFFSET FOR FLUSH INSTALLATION AND 1/16-INCH MAXIMUM OFFSET FOR REVEAL INSTALLATION. 3. FIT EXTERIOR JOINTS TO EXCLUDE WATER. 4. ADJUST JOINERY FOR UNIFORM APPEARANCE. ADJUST MOVING OR OPERATING PARTS TO FUNCTION SMOOTHLY. N. CLEANING: 1. CLEAN ALL FINISH CARPENTRY ON EXPOSED AND SEMI-EXPOSED SURFACES. 2. TOUCH UP FACTORY-APPLIED FINISHES TO RESTORE DAMAGED OR SOILED AREAS. O. PROTECTION: 1. PROTECT FROM DAMAGE WEATHER OTHER CAUSES 2 REMOVE AND REPLACE FINISH CARPENTRY MATERIALS THAT ARE WET, MOISTURE DAMAGED, OR MOLD DAMAGED. Section 07 27 26 – Sheet Air Barriers Part 1 – General 1.1 Summary Provide a mechanically fastened, sheet-applied air and water-resistive barrier system on exterior walls behind cladding, including flashing and accessories as required for a continuous, weather-tight enclosure. 1.2 Submittals Product data for Tyvek® membrane, tape, and accessories Installation instructions Air and water resistance testing per ASTM standards Material safety data sheets (MSDS) Part 2 – Products 2.1 Manufacturer Basis of Design: DuPont™ Tyvek® [HomeWrap® for residential or CommercialWrap® for commercial/light commercial] Substitutions must be pre-approved and meet or exceed specified performance criteria 2.2 Materials Air Barrier Membrane: Spunbonded polyethylene sheet, mechanically fastened Perm rating: > 10 perms (vapor-permeable) Air permeance: ≤ 0.004 cfm/ft² @ 1.57 psf (ASTM E2178) Water resistance: Pass ASTM D779 UV resistance: Up to 120 days exposure (HomeWrap); 270 days (CommercialWrap) Fasteners: Cap nails or staples with minimum 1" plastic cap Flashing & Accessories: DuPont™ Tyvek® Tape DuPont™ FlexWrap™ for sills and curved penetrations DuPont™ StraightFlash™ for windows and doors DuPont™ Wrap Cap Fasteners or equivalent Part 3 – Execution 3.1 Surface Preparation Ensure substrate is smooth, clean, dry, and free of sharp edges Repair surface defects before application 3.2 Installation Install Tyvek® membrane horizontally with upper courses lapped over lower by a minimum of 6" Vertical seams lapped minimum 6" and staggered Secure with cap fasteners spaced per manufacturer’s instructions Tape all seams with Tyvek® Tape Flash all windows, doors, and penetrations with DuPont™ flashing products Integrate properly with other building envelope materials for continuous air barrier 3.3 Field Quality Control Visually inspect for tears, gaps, and unsealed seams Repair and tape any punctures or incomplete laps immediately No. Description Date 06/18/2025 Scale Date G.3 SPECIFICATIONS CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 a. b. c. SECTION 07 21 00 — THERMAL INSULATION PART 1 — GENERAL 1.1 SUMMARY A. Provide all labor, materials, and equipment necessary to furnish and install thermal insulation in accordance with applicable building codes and as shown on drawings. B. Work includes: 1. Insulation at exterior framed walls 2. Insulation at roof/attic assemblies (MILO Insulation basis of design) 3. Insulation at floors over unconditioned space 4. Insulation at foundation walls and rim joists 5. Air sealing where applicable 1.2 REFERENCES A. 2021 International Energy Conservation Code (IECC) or local energy code B. ASTM C665 – Mineral-Fiber Blanket Thermal Insulation C. ASTM C518 – Thermal Conductivity D. ASTM E84 – Surface Burning Characteristics 1.3 SUBMITTALS A. Product data for each insulation type, including R-values B. Certification of compliance with local energy code C. MSDS for spray foam or MILO insulation systems D. Manufacturer installation guidelines for MILO attic system PART 2 — PRODUCTS 2.1 BATT INSULATION (TYPICAL WALLS) A. Type: Unfaced fiberglass or mineral wool batts B. Manufacturer: Owens Corning, Johns Manville, CertainTeed, or Rockwool C. Thickness/R-Value: 1. 2x4 walls: R-13 to R-15 2. 2x6 walls: R-19 to R-21 3. As required to meet or exceed code D. Flame spread <25, smoke developed <450 (ASTM E84) 2.2 ATTIC AND CEILING INSULATION A. Basis of Design: MILO Attic Insulation System B. Description: Pre-fabricated thermal insulation panels engineered for use over attic floor framing C. Performance: 1. Integrated air sealing and high R-value performance 2. Meets or exceeds R-49 3. Low-VOC, environmentally conscious materials D. Installation: Installed in accordance with MILO manufacturer specifications and building code E. Alternates: Other high-performance panelized insulation systems may be submitted for review and approval if equivalent in air sealing, R- value, and environmental profile 2.5 FLOOR INSULATION A. Batt or rigid board insulation B. Minimum R-19 for floors over unconditioned spaces PART 3 — EXECUTION 3.1 INSTALLATION A. Install all insulation per manufacturer instructions and applicable codes B. Fit materials snugly into framing cavities; avoid compression C. Seal gaps, joints, and penetrations prior to installation D. Ensure MILO panels are installed per manufacturer detailing, including attic access hatches, recessed fixtures, and ventilation clearances 3.2 CLEANUP AND PROTECTION A. Protect all installed insulation from moisture and physical damage B. Clean up jobsite and dispose of waste insulation properly 3.3 WARRANTY A. Provide standard manufacturer warranties for MILO and other materials B. Contractor to provide 1-year labor warranty Section 07 31 13 – Asphalt Shingles Part 1 – General 1.1 Summary Section Includes: Asphalt fiberglass shingles. Underlayment and ice/water shield. Roof flashing and accessories. Ridge and eave ventilation. 1.2 References A. ASTM D225 – Asphalt-Saturated Organic Felt Underlayment. B. ASTM D3462 – Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules. C. ASTM D3161 – Wind-Resistance of Asphalt Shingles (Fan-Induced Method). D. ASTM D7158 – Wind Resistance of Sealed Asphalt Shingles. E. UL 790 – Standard Test Methods for Fire Tests of Roof Coverings. F. ICC-ES AC438 – Acceptance Criteria for Asphalt Shingles. 1.3 Submittals A. Product Data: Manufacturer’s specifications and installation instructions. B. Samples: One full-size shingle sample showing color and granule finish. C. Warranty: Manufacturer’s warranty and contractor workmanship warranty. 1.4 Quality Assurance A. Installer Qualifications: Installer must have minimum 3 years experience with similar roofing projects. B. Comply with local building code and manufacturer’s instructions. C. Mock-Up: Provide mock-up area of minimum 100 sq. ft. if requested by Architect/Owner. 1.5 Delivery, Storage, and Handling A. Store shingles flat, in original packaging, protected from weather. B. Do not stack pallets more than two high. C. Handle to prevent damage to edges or granule surfaces. 1.6 Warranty A. Provide manufacturer’s limited lifetime warranty with minimum 25-year non-prorated period. B. Provide 2-year installer workmanship warranty. Part 2 – Products 2.1 Manufacturers Acceptable Manufacturers (or approved equal): GAF CertainTeed Owens Corning 2.2 Asphalt Shingles A. Type: Laminated architectural (dimensional) fiberglass shingles. B. Performance: UL Class A fire rating per UL 790. Wind rating: ASTM D3161 Class F or ASTM D7158 Class H. C. Color: [Specify from manufacturer’s standard colors]. D. Style: Architectural shingle to simulate wood shake appearance. 2.3 Underlayment A. Ice and Water Shield: Self-adhering rubberized asphalt membrane. Minimum 40 mil thickness. Install at all eaves, valleys, and roof penetrations. B. Felt or Synthetic Underlayment: ASTM D226 Type I #15 felt or approved synthetic equivalent. 2.4 Accessories A. Ridge Vents: Shingle-over type ridge vents compatible with shingle system. B. Starter Strips: Manufacturer’s standard starter shingles. C. Flashing: Pre-finished aluminum or galvanized steel, minimum 26 gauge. Include step flashing at roof-to-wall intersections and valley flashing. D. Fasteners: Corrosion-resistant roofing nails, 12-gauge shank, 3/8" minimum head, long enough to penetrate decking by 3/4". Part 3 – Execution 3.1 Examination A. Verify roof deck is dry, clean, and structurally sound. B. Plywood or OSB decking must be properly fastened with no protruding fasteners. 3.2 Preparation A. Remove existing roofing materials as required. B. Replace any rotted or damaged sheathing. C. Install drip edge at eaves and rakes before underlayment. 3.3 Installation A. Install underlayment and ice/water shield per code and manufacturer’s guidelines. B. Apply shingles starting at the lowest point, working upward in a staggered pattern. C. Nail shingles in designated nailing zone with required number of fasteners. D. Install ridge caps, flashing, vents, and accessories in accordance with shingle manufacturer. E. Ensure proper ventilation is maintained per code (minimum 1:150 or 1:300 ratio depending on conditions). 3.4 Cleaning and Protection A. Remove all debris, fasteners, and cuttings from roof and surrounding areas. B. Protect completed roof from damage until final acceptance. a. b. c. a. b. c. d. e. a. b. c. d. e. f. g. h. SECTION 08 11 13 — RESIDENTIAL DOORS PART 1 — GENERAL 1.1 SUMMARY A. Furnish and install all interior and exterior doors, frames, hardware, and accessories as indicated on drawings and specified herein. B. Interior Doors: Hollow core and solid core 6-panel doors. C. Exterior Doors: Vinyl-clad doors by Pella or approved equal. 1.2 SUBMITTALS A. Product data sheets for all doors, frames, and hardware. B. Samples of door styles and finishes for Owner approval. C. Shop drawings for custom or factory-finished doors. PART 2 — PRODUCTS 2.1 INTERIOR DOORS A. Hollow Core Doors: 1. Type: 6-panel molded or flush hollow core doors. 2. Core: Honeycomb or composite core. 3. Thickness: 1-3/8 inches typical. 4. Material: Primed MDF or wood veneer face. 5. Finish: Factory-primed, ready to paint. 6. Sizes: As indicated on plans or schedule. B. Solid Core Doors: 1. Type: 6-panel wood or wood veneer solid core doors. 2. Core: Particleboard or MDF core for sound reduction. 3. Thickness: 1-3/8 inches or 1-3/4 inches per schedule. 4. Material: Painted or stained wood veneer or MDF face. 5. Finish: Factory finished or field finished per Owner’s preference. 2.2 EXTERIOR DOORS A. Basis of Design: 1. Pella® Vinyl-Clad Exterior Doors (model series to match project scope). 2. Construction: Multi-chamber vinyl frame with reinforced core for strength. 3. Door Panel: Vinyl clad or fiberglass with insulated core. 4. Finish: Factory-applied paint or stain finish (color as selected by Owner). 5. Energy Performance: Meet or exceed local energy code requirements (e.g., ENERGY STAR® rated). 6. Hardware Prep: Factory prepped for locksets, hinges, and weather stripping. B. Alternates: 1. Other manufacturers meeting equivalent performance and aesthetic criteria, approved by Owner and Architect. PART 3 — ACCESSORIES 3.1 FRAMES A. Interior door frames: Wood jambs, primed or factory finished to match doors. B. Exterior door frames: Manufacturer’s vinyl or composite frames matching door system. 3.2 HARDWARE A. Provide hardware as specified in Section 08 71 00 or as scheduled. B. Hinges, locks, handles, door stops, and weatherstripping coordinated for each door type and function. 3.3 THRESHOLDS AND WEATHERSTRIPPING A. Provide door sweeps, thresholds, and weather seals on all exterior doors to ensure proper air and water infiltration control. PART 4 — EXECUTION 4.1 INSTALLATION A. Install doors, frames, and hardware in accordance with manufacturer’s instructions and industry best practices. B. Ensure doors swing freely without binding; align door panels properly in frame. C. Adjust hardware for smooth operation. D. Install weatherstripping and thresholds on exterior doors to prevent drafts and moisture intrusion. 4.2 FINISHING A. Interior doors primed or factory finished per product requirements. B. Field finish doors only when factory finish is not provided, using compatible paints or stains. Section 08 53 13 – Vinyl Windows Part 1 – General 1.1 Summary Provide factory-assembled residential vinyl windows with integral nail flange and Low-E insulated glazing. 1.2 Submittals Product data and installation instructions Manufacturer’s warranty (limited lifetime) NFRC performance ratings AAMA certification documents 1.6 Warranty Manufacturer’s limited warranty: 20 years on insulated glass seal. 10 years on frame and components. 2 years on factory-applied finish. Part 2 – Products 2.1 Manufacturer Basis of Design: Pella® 250 Series or Pella® Encompass by Pella® vinyl windows. Acceptable manufacturers: Andersen, Milgard, JELD-WEN, or approved equal meeting or exceeding specified requirements. 2.2 Materials Frame: Multi-chambered, fully welded vinyl with integral nail flange; interior/exterior color: [white/tan/almond/etc.] Glazing: Dual-pane insulated glass with Low-E coating (Pella Advanced Low-E Insulating Glass with Argon or equivalent) Spacer: Intercept® Low Conductance Spacer System or equivalent Hardware: Manufacturer’s standard cam-action locks and tilt latches (if applicable) Screens: Half or full screen with fiberglass mesh and vinyl frame, as applicable 2.3 Performance Requirements NFRC certified; Energy Star compliant for climate zone [insert zone] Minimum thermal performance: U-Factor: ≤ 0.30 SHGC: ≤ 0.30 AAMA/WDMA/CSA 101/I.S.2/A440 Performance Grade: PG-30 minimum Air infiltration ≤ 0.30 cfm/ft² @ 1.57 psf Water penetration ≥ 3.75 psf Structural load as required by local code Part 3 – Execution 3.1 Installation Install per Pella’s published instructions and ASTM E2112 Secure through integral nail flange; shim and insulate as needed Use manufacturer-approved flashing and sealants Coordinate with wall weather-resistive barrier and siding finish 3.2 Cleaning and Protection Remove labels, clean glass and frames with approved cleaners Protect installed units from damage during construction SECTION 08 62 00 — UNIT SKYLIGHTS PART 1 — GENERAL 1.1 SUMMARY A. Provide and install factory-assembled skylights and tubular daylighting devices, including flashing, electric operation components, and accessories. B. Products include: 1. Electric venting skylights 2. Flexible sun tunnel tubular skylights (light tubes) 1.2 SUBMITTALS A. Product data and installation instructions B. Shop drawings or manufacturer details for custom roof integration C. Warranty information D. Electrical requirements and wiring diagram for electric units 1.3 QUALITY ASSURANCE A. Manufacturer: Products shall be by VELUX®, or approved equal. B. Installation: Performed by experienced personnel in accordance with manufacturer instructions. PART 2 — PRODUCTS 2.1 ELECTRIC SKYLIGHT A. Basis of Design: VELUX® "VS Series" or "VSE Series" Electric Venting Skylight B. Type: Curb-mounted or deck-mounted, as shown on drawings C. Size: As indicated on drawings or standard size closest to opening D. Frame: Maintenance-free, extruded aluminum with interior wood core E. Glazing: Laminated dual-pane Low-E3 insulated glass F. Operation: 1. Fully electric operation with remote control 2. Integrated rain sensor for automatic closing G. Finish: Factory-finished exterior in neutral color (typically bronze or gray) H. Controls: Wireless remote control; solar-powered wall-mounted keypad optional I. Accessories: Interior insect screen and factory flashing kit to match roof type a. b. c. d. e. a. b. c. d. e. f. 2.2 FLEXIBLE LIGHT TUBE (SUN TUNNEL) A. Basis of Design: VELUX® TGF/TMR Series Flexible Sun Tunnel B. Type: Residential, roof-mounted daylighting device C. Tube Type: Flexible reflective tunnel for attic installations with obstructions D. Diameter: 14" standard, or as needed for room size and light level E. Dome: Impact-resistant acrylic or polycarbonate with UV-resistant coating F. Diffuser: Double-glazed frosted diffuser for soft indoor light G. Accessories: 1. Light kit (if nighttime illumination is desired) 2. Optional rigid extension tube for longer runs 2.3 FLASHING A. Provide manufacturer-approved flashing kits for all skylights and sun tunnels. B. Coordinate with roofing material (shingle, metal, tile) to ensure weather-tight seal. C. Use underlayment collars or weatherproofing membranes where required by local codes. PART 3 — EXECUTION 3.1 INSTALLATION A. Install skylights and sun tunnels in accordance with Velux installation instructions. B. Ensure full integration with roofing underlayment and flashing systems. C. Coordinate electric rough-in for powered skylights. D. Secure light tube pathway with minimal bends for optimal light performance. 3.2 SEALING AND WEATHERPROOFING A. Ensure flashing is watertight and continuous with roof underlayment. B. Caulk or seal all penetrations as required by roofing standards and manufacturer recommendations. 3.3 CLEANING AND PROTECTION A. Clean units of fingerprints, debris, and sealant residue after installation. B. Protect skylight glazing and finishes from construction damage. SECTION 08 71 00 — DOOR HARDWARE PART 1 — GENERAL 1.1 SUMMARY A. Provide all door hardware required for interior and exterior doors to match existing house hardware in style, finish, and function. B. Hardware includes locks, passage sets, privacy locks, hinges, stops, and weatherstripping. 1.2 SUBMITTALS A. Submit product data sheets and finish samples for approval prior to ordering. B. Provide hardware schedule keyed to door numbers. PART 2 — PRODUCTS 2.1 HARDWARE STYLE AND FINISH A. Style: 1. Match existing house hardware style, typically traditional or transitional lever or knob designs. 2. Confirm style with Owner or Architect by reviewing existing hardware samples or photos. B. Finish: 1. Match existing hardware finish (e.g., Satin Nickel, Oil-Rubbed Bronze, Polished Brass, Antique Brass). 2. Provide finish samples for approval. 2.2 INTERIOR DOOR HARDWARE A. Passage Sets: For closets, hallways, and other non-locking doors. B. Privacy Sets: For bathrooms and bedrooms, locking from inside with emergency release outside. C. Hinges: 1. Steel or brass, matching finish of hardware. 2. Size: 3.5" standard residential. 2.3 EXTERIOR DOOR HARDWARE A. Entry Locks: 1. Keyed deadbolt locksets with matching lever or knob. 2. Grade 2 or higher ANSI/BHMA certified. B. Hinges: 1. Ball bearing hinges, minimum 4.5" size, finish matched to locksets. C. Weatherstripping and Thresholds: 1. Provide durable weatherstripping to ensure proper air and water sealing. 2. Thresholds to match existing or new door system. PART 3 — EXECUTION 3.1 INSTALLATION A. Install hardware in strict accordance with manufacturer instructions and best practices. B. Coordinate keying with existing house master key system if applicable. C. Adjust all hardware for smooth, quiet operation. D. Verify locks function properly and latches engage securely. 3.2 PROTECTION A. Protect hardware during construction to prevent damage or finish defects. B. Replace any damaged hardware prior to project completion. Section 09 29 00 – Gypsum Board Part 1 – General 1.1 Summary Provide all gypsum board for interior partitions and ceilings, including standard, moisture-resistant, fire-rated, and acoustically enhanced boards as indicated. Include all necessary accessories, joint treatment, and finishing. 1.2 Submittals Product data for each board type Manufacturer’s installation instructions Compliance documentation with ASTM standards and applicable code requirements Part 2 – Products 2.1 Manufacturer Basis of Design: National Gypsum Standard Board: Gold Bond® XP® Gypsum Board Fire-Rated: Gold Bond® XP® Fire-Shield® Type X Moisture-Resistant: Gold Bond® XP® Mold & Moisture Resistant Acoustical Board: SoundBreak XP® Acoustical Gypsum Board Acceptable equals: USG, CertainTeed, Georgia-Pacific, or approved equal meeting the same performance criteria 2.2 Materials Standard Gypsum Board: ASTM C1396, 1/2" thick, tapered edge Ceiling Board: 5/8" thick, sag-resistant as required Type X Fire-Rated Board: ASTM C1396, 5/8", for rated assemblies Moisture- and Mold-Resistant Board: ASTM C1396, with mold-inhibiting core and treated paper Acoustical Gypsum Board – SoundBreak XP®: Laminated double-layer gypsum core with viscoelastic damping polymer 5/8" thick, ASTM C1396 compliant STC-rated assemblies ≥ STC 55 depending on assembly design. Use in bedrooms, bathrooms, home offices, media rooms, and demising walls Accessories: Joint compound, tape, control joints, corner beads, and trims compliant with ASTM C475 Part 3 – Execution 3.1 Installation Install all boards per ASTM C840 and manufacturer’s recommendations Install SoundBreak XP® per National Gypsum’s acoustic wall design details Cut cleanly and fit boards snugly; stagger end joints Do not bridge over irregular or unstable framing Use appropriate fasteners: screws at 12" o.c. for walls, 8" o.c. for ceilings (unless otherwise noted) 3.2 Finishing Finish joints to Level 4 unless otherwise indicated Use mold-resistant coatings in wet areas prior to painting or tile installation For acoustical assemblies, seal all perimeter joints and penetrations with acoustical sealant 3.3 Protection Protect installed materials from damage and moisture Replace or repair damaged materials before final finishes No. Description Date 06/18/2025 Scale Date G.4 SPECIFICATIONS CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 SECTION 23 00 00 — HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) PART 1 — GENERAL 1.1 SUMMARY A. Provide complete HVAC systems for heating, cooling, ventilation, and air distribution throughout the residence as shown on drawings and specified herein. B. Work includes: 1. Central heating and air conditioning unit 2. Ductwork and registers 3. Thermostats and controls 4. Refrigerant and condensate piping 5. Exhaust fans and ventilation systems 6. Fresh air intake, ERV/HRV (as applicable) 1.2 SUBMITTALS A. Submit product data sheets for all HVAC equipment and components B. Provide equipment performance data, including SEER, EER, AFUE, and HSPF ratings C. Submit HVAC layout or shop drawing if required D. Submit warranty documentation 1.3 QUALITY ASSURANCE A. Equipment and installation shall comply with all applicable building, energy, and mechanical codes (e.g., IRC, IECC, and local codes) B. Installation by licensed HVAC contractor C. Test and balance system for airflow and temperature performance PART 2 — PRODUCTS 2.1 HVAC SYSTEM TYPE (BASIS OF DESIGN) A. System Type: Split-system forced-air central HVAC 1. Gas furnace with electric A/C 2. OR all-electric heat pump (climate dependent) 3. Optional zoning if residence has more than one floor or wing B. Furnace (if applicable): 1. AFUE: Minimum 95% efficiency 2. Two-stage or variable-speed preferred 3. ECM blower motor C. Air Conditioner / Heat Pump: 1. SEER2 Rating: Minimum 16 2. HSPF2 (heat pump): Minimum 10 3. Variable or two-stage compressor preferred 4. Condenser with sound rating <76 dB(A) D. Thermostats: 1. Programmable or Wi-Fi-enabled smart thermostats 2. One per zone 2.2 DUCTWORK A. Galvanized sheet metal or ductboard per local code B. Flex duct allowed for short branch runs only C. Insulate to minimum R-8 for attic runs, R-6 for interior spaces D. Provide balancing dampers and fire/smoke dampers as required E. Provide Aprilaire filter box 2.3 REGISTERS AND GRILLES A. Supply and return grilles sized for airflow and noise control B. Finish: White or as selected by Owner C. Ceiling, wall, or floor-mounted as appropriate 2.4 FRESH AIR VENTILATION A. Provide fresh air intake in compliance with IRC and ASHRAE 62.2 B. Energy Recovery Ventilator (ERV) or Heat Recovery Ventilator (HRV) where required C. Bathroom exhaust fans rated at minimum 50 CFM, continuous or switched 2.5 CONDENSATE AND REFRIGERANT PIPING A. Copper refrigerant lines sized per manufacturer B. Condensate drains with trap, cleanout, and overflow shutoff switch C. Insulate suction line with closed-cell foam insulation PART 3 — EXECUTION 3.1 INSTALLATION A. Install equipment and ductwork per manufacturer recommendations and applicable codes B. Coordinate with electrical and structural trades for power supply and clearances C. Provide vibration isolation and seismic support as required 3.2 STARTUP AND TESTING A. Start all equipment, check refrigerant charge, and verify performance B. Balance airflow to each room per design C. Test thermostat functions and program settings 3.3 COMMISSIONING A. Provide Owner with system demonstration and user instructions B. Submit final air balancing report (if required) C. Provide written warranty and maintenance documentation 3.4 WARRANTY A. Manufacturer warranty: 10-year parts minimum B. Contractor labor warranty: 1 year minimum SECTION 09 30 00 — TILE INSTALLATION PART 1 — GENERAL 1.1 SUMMARY A. Furnish and install tile and associated waterproofing and uncoupling membrane systems in all bathroom floor and shower areas. B. Work includes: 1. Schluter®-Shower System for tiled shower assembly 2. Schluter®-DITRA underlayment for tile installation over wood subfloor outside of shower 1.2 SUBMITTALS A. Product data for all Schluter® materials B. Manufacturer’s installation instructions C. Warranty documentation 1.3 QUALITY ASSURANCE A. Tile and waterproofing installation shall conform to current TCNA Handbook methods and ANSI standards. B. Installers shall be trained and experienced in Schluter® product installation or certified by the manufacturer. PART 2 — PRODUCTS 2.1 MANUFACTURER A. Schluter®-Systems L.P. — www.schluter.com 2.2 SHOWER SYSTEM COMPONENTS (WET AREA) A. Waterproofing Membrane: 1. Schluter®-KERDI — polyethylene waterproofing membrane with non-woven fleece. 2. Applied with unmodified thin-set mortar. B. Shower Tray: 1. Schluter®-KERDI-SHOWER-T/-TS/-TT — pre-sloped EPS shower tray 2. Sized to suit field conditions; may be trimmed. C. Shower Curb: 1. Schluter®-KERDI-BOARD-SC — EPS curb with cementitious coating. D. Drain: 1. Schluter®-KERDI-DRAIN or KERDI-LINE 2. Grate finish: [Specify, e.g., Brushed Stainless] E. Accessories: 1. Schluter®-KERDI-BAND, inside/outside corners, pipe/valve seals 2.3 FLOOR TILE UNDERLAYMENT (DRY AREA) A. Uncoupling Membrane Over Wood Subfloor: 1. Schluter®-DITRA 2. Polyethylene membrane with square dovetailed recesses and anchoring fleece 3. Functions: uncoupling, waterproofing (optional), vapor management, load distribution B. Substrate Requirements: 1. APA-rated tongue-and-groove plywood or OSB subfloor, min. 19/32" 2. Floor shall be clean, dry, and flat before installation PART 3 — EXECUTION 3.1 PREPARATION A. Verify that substrates are structurally sound and properly fastened B. Fill joints and level irregularities as required C. Coordinate waterproofing membrane transitions between wet and dry areas 3.2 INSTALLATION — SHOWER SYSTEM A. Install KERDI membrane on walls and floor with unmodified thin-set mortar B. Ensure 2" minimum overlap at seams C. Install tray, drain, curb, and accessories in accordance with Schluter® instructions D. Flood test pan prior to tiling as required by code 3.3 INSTALLATION — FLOOR TILE OVER DITRA A. Install DITRA membrane with modified thin-set mortar over wood subfloor B. Ensure full contact between fleece backing and subfloor C. Allow proper cure time before applying tile D. Set tile with unmodified thin-set mortar over DITRA surface 3.4 TILE INSTALLATION A. Install tile as per ANSI A108 and TCNA guidelines B. Maintain uniform grout joint width; use spacers as needed C. Use appropriate grout and sealant per manufacturer and project requirements 3.5 PROTECTION A. Protect completed tile surfaces from damage until final acceptance B. Prevent heavy traffic until mortar and grout have fully cured 3.6 WARRANTY A. Provide manufacturer’s system warranty (Schluter®) when installed as a complete system B. Coverage: lifetime limited warranty using full Schluter® components SECTION 09 60 00 — FLOORING PART 1 — GENERAL 1.1 SUMMARY A. Provide all labor, materials, and equipment necessary to complete installation of laminate wood plank flooring over prepared subfloor. B. Work includes: 1. Flooring underlayment (if separate) 2. Laminate plank flooring 3. Transition strips and edge profiles 4. Trim coordination at baseboards and doorways 1.2 BASIS OF DESIGN A. Basis of Design Product: 1. Pergo® Outlast+ (or comparable) a. Dimensions: 10mm thickness (includes attached underlayment) b. Wear Rating: AC4 or higher c. Waterproof surface with SpillProtect™ d. Finish: Low-gloss wood grain texture e. Installation: Floating, click-lock system B. Approved Alternates (upon Owner approval): 1. Mohawk® RevWood Plus 2. Shaw® Repel Laminate 3. Quick-Step® NatureTEK Select 4. PPG Kronotex® Mammut C. All alternate products must meet or exceed performance and visual characteristics of basis-of-design product. 1.3 ALLOWANCE A. Material Allowance: $4.00 per square foot (excluding labor) B. Applies to flooring only. Underlayment, accessories, and installation are excluded from this allowance. C. Any selections above the allowance shall be paid by the Owner as an upgrade via change order. D. Owner to make final selection from approved options prior to procurement. 1.4 SUBMITTALS A. Product data sheets for proposed flooring B. Samples of proposed flooring for Owner approval C. Manufacturer’s installation instructions and warranty documents PART 2 — PRODUCTS 2.1 LAMINATE FLOORING A. Laminate wood flooring planks, 7–10mm thick, AC3 minimum (AC4 preferred), textured woodgrain surface, click-lock installation B. Color/finish: To be selected by Owner from approved line C. Surface: Water-resistant or waterproof preferred for kitchens, baths, laundry rooms 2.2 ACCESSORIES A. Underlayment (if separate from plank): Manufacturer-approved foam or cork underlayment B. Edge transitions, reducers, and threshold trims to match or complement flooring C. Moisture barrier if required over concrete slabs or below-grade areas PART 3 — EXECUTION 3.1 PREPARATION A. Verify that subfloor is clean, level, dry, and suitable for installation B. Perform moisture tests where applicable (concrete slabs) C. Remove or undercut door casing and trim as required for a clean installation 3.2 INSTALLATION A. Install per manufacturer’s instructions and industry standards B. Maintain required expansion gaps at walls and fixed objects C. Lay planks in straight, aligned rows with staggered joints D. Do not install flooring in areas subject to standing water unless approved by manufacturer 3.3 CLEANING AND PROTECTION A. Clean completed floors of dust, glue residue, and construction debris B. Protect finished flooring from damage until Owner occupancy C. Do not allow heavy traffic or rolling loads until installation is complete and accepted SECTION 09 68 00 — CARPETING PART 1 — GENERAL 1.1 SUMMARY A. Provide all labor, materials, and equipment necessary to complete the installation of carpet and cushion (pad) in designated residential areas. B. Work includes: 1. Broadloom carpet 2. Carpet cushion (pad) 3. Seam adhesives, transitions, and edge treatments 4. Substrate preparation and final cleaning 1.2 BASIS OF DESIGN A. Carpet: 1. Manufacturer: Shaw Floors® 2. Product: Shaw “Foundations" series or equivalent 3. Fiber: 100% continuous filament nylon or polyester 4. Style: Cut pile or textured, residential grade 5. Weight: 40–60 oz./sq. yd. 6. Construction: Tufted broadloom, stain-resistant 7. Color: Selected by Owner B. Approved Carpet Alternates (with Owner approval): 1. Mohawk® SmartStrand® or EverStrand® 2. Dream Weaver® Residential Collection 3. Phenix® Residential Carpet C. Carpet Pad (Cushion): 1. Basis of Design: Leggett & Platt® 7/16" Rebond Pad, 8 lb. density 2. Minimum Standard: 7/16" thickness, 6–8 lb. density 3. Low-VOC and CRI Green Label Certified 4. Moisture barrier or antimicrobial treatment optional based on room use 1.3 ALLOWANCE A. Material Allowance: 1. $4.00 per square foot total, applied to carpet and pad combined 2. Does not include labor, installation materials, or accessories 3. Any selection exceeding this allowance shall be paid by Owner as an upgrade via change order B. Owner shall make final selection from approved samples within the allowance. 1.4 SUBMITTALS A. Product data and technical specifications for carpet and pad B. Samples of carpet and cushion for Owner approval C. Manufacturer’s installation guidelines and warranty 1.5 QUALITY ASSURANCE A. Installer shall be certified or regularly engaged in residential carpet installation B. Installation shall comply with Carpet and Rug Institute (CRI 104/105) guidelines 1.6 WARRANTY A. Provide manufacturer’s standard residential warranty 1. Minimum: 10-year wear and stain warranty for carpet 2. Minimum: 10-year warranty for pad PART 2 — PRODUCTS 2.1 CARPET A. Residential broadloom carpet, 12-foot wide B. Construction: Tufted, cut pile or textured loop C. Primary backing: Woven synthetic D. Secondary backing: ActionBac® or similar E. CRI Green Label Plus Certified 2.2 CARPET PAD (CUSHION) A. High-density rebond polyurethane foam pad B. Thickness: 7/16" (±1/16") C. Density: Minimum 6 lb./cu. ft.; 8 lb. preferred D. Optional: Spill barrier film or antimicrobial treatment for basements, playrooms, or pet areas 2.3 ACCESSORIES A. Tack strip, transition strips, reducers, adhesives as needed for a complete installation B. Edge guards or carpet-to-hard surface transitions where required PART 3 — EXECUTION 3.1 PREPARATION A. Verify subfloor is clean, dry, and level B. Remove debris, protrusions, and old adhesives C. Perform moisture tests in below-grade areas 3.2 INSTALLATION A. Install carpet and pad per CRI and manufacturer guidelines B. Stretch-in method with tack strip unless otherwise specified C. Seams to be minimized and located away from traffic paths D. Ensure tight edge transitions at tile, wood, or LVP interfaces 3.3 CLEANING AND PROTECTION A. Vacuum newly installed carpet and remove debris B. Protect from soiling and traffic until final acceptance C. Provide leftover material for future patching Section 09 80 00 – Acoustical Treatment Part 1 – General 1.1 Summary Provide mineral wool insulation for interior partitions, floor-ceiling assemblies, and other locations to reduce airborne sound transmission and improve acoustic privacy. 1.2 Submittals Product data for acoustical insulation Manufacturer’s installation guidelines Acoustic performance data (STC ratings of assemblies) Part 2 – Products 2.1 Manufacturer Basis of Design: Rockwool Safe’n’Sound® by Rockwool North America Substitutions must meet or exceed all listed performance and physical characteristics and be approved in writing. 2.2 Materials Type: Semi-rigid mineral wool batts, friction-fit Dimensions: 16" or 24" wide x 47" long Thickness: 3" (for 2x4 walls) or 6" (for 2x6 assemblies) Density: Nominal 2.5 lbs/ft³ STC Performance: Improves sound transmission class (STC) ratings of standard wall and floor assemblies by up to 10–15 points depending on design Fire Resistance: Non-combustible per ASTM E136; melting point > 2150°F (1177°C) Moisture Resistance: Water-repellent; will not promote mold, mildew, or bacterial growth Sustainability: GREENGUARD Gold certified; no added formaldehyde Part 3 – Execution 3.1 Installation Install per manufacturer’s instructions and best practices for acoustical assemblies Fit batts snugly into framing cavities without gaps, voids, or compression Trim around electrical boxes, plumbing, and obstructions Do not compress or stack insulation behind drywall or sheathing Coordinate with other trades to ensure full cavity fill before enclosure 3.2 Coordination Ensure placement of resilient channels, double-stud construction, or other acoustic detailing is completed per acoustic consultant or design intent Coordinate installation with gypsum board and sealant trades for full acoustical performance No. Description Date 06/18/2025 Scale Date G.5 SPECIFICATIONS CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 SECTION 26 00 00 — ELECTRICAL PART 1 — GENERAL 1.1 SUMMARY A. Provide all labor, materials, equipment, and services necessary to complete the electrical work for the residence as shown on drawings and as specified herein. B. Work includes: 1. Electrical service and distribution 2. Receptacles, switches, and lighting fixtures 3. Wiring and conduit 4. Grounding and bonding 5. Smoke and carbon monoxide detectors 6. Low voltage raceways (data, security, TV, etc.) 7. Panelboards and circuit breakers 1.2 CODES AND STANDARDS A. All electrical work shall comply with the National Electrical Code (NEC, NFPA 70), local amendments, utility provider requirements, and applicable state/local building codes. 1.3 SUBMITTALS A. Product data for panelboards, devices, lighting, and other equipment B. Shop drawings if custom electrical panel layout is required C. Manufacturer documentation for lighting controls and specialty systems PART 2 — PRODUCTS 2.1 ELECTRICAL SERVICE AND DISTRIBUTION A. Service Size: As shown on electrical drawings (typically 200A or 400A residential) B. Panelboards: 1. NEMA 1 indoor, load centers with copper bus 2. Main breaker and branch circuit breakers 3. Allow space for future circuits C. Subpanels: As needed for detached structures or large residences D. Circuit breakers: Thermal-magnetic; AFCI/GFCI as required by code 2.2 WIRING AND CONDUIT A. Residential branch circuit wiring: Type NM-B (Romex), copper conductors, minimum #12 AWG B. Wet locations: Use THWN-2 in PVC conduit C. Grounding conductors per NEC and local code D. Provide arc fault and ground fault protection where required 2.3 RECEPTACLES AND SWITCHES A. Devices: Residential grade, tamper-resistant B. Color: White (or as selected by Owner) C. Mounting Height: 1. Switches: 48" AFF 2. Receptacles: 16" AFF standard, 48" in garage D. GFCI Protection: 1. All outlets in bathrooms, kitchens, garages, unfinished basements, and outdoors 2. Weather-resistant covers at exterior outlets 2.4 LIGHTING A. Fixtures: Energy-efficient LED fixtures unless otherwise noted B. Interior Lighting: 1. Recessed cans, surface-mount ceiling fixtures, undercabinet lights (where shown) 2. Dimmable where specified C. Exterior Lighting: 1. Porch, garage, and pathway lights 2. Fixtures rated for wet/damp locations D. Controls: 1. Manual switches and dimmers 2. Motion sensors or photocells at exterior (as specified) 2.5 DETECTION AND SAFETY DEVICES A. Smoke detectors: 120V with battery backup, interconnected per code B. Carbon monoxide detectors: Where required by code, near bedrooms and gas appliances C. Doorbell: Wireless or hardwired system with chime 2.6 SPECIALTY SYSTEMS A. Low Voltage Raceways: Provide boxes and conduit for rough-in only (CAT6, coax, speaker wire) B. EV Charger: Provide dedicated 240V circuit with NEMA 14-50R or hardwired EVSE if shown C. Generator Transfer Switch: Pre-wired or manual transfer switch if specified PART 3 — EXECUTION 3.1 INSTALLATION A. Install all equipment per NEC, manufacturer instructions, and local code B. Coordinate exact locations of outlets, switches, and fixtures with Owner and Architect C. Support boxes securely; use appropriate box types for each location 3.2 LABELING AND IDENTIFICATION A. Label all panelboards and circuits clearly and permanently B. Provide typed circuit directory at each panel 3.3 TESTING AND FINALIZATION A. Test all systems for continuity, ground, and proper function B. Adjust dimmers and smart controls as needed C. Provide Owner orientation on electrical panel and controls 3.4 WARRANTY A. Provide 1-year contractor warranty on labor and workmanship B. Equipment warranties per manufacturer No. Description Date 06/18/2025 CP #51 3/8"IR MISC 3" PVC DISC SENTRICON MISC POWER CONTROL CONSOLE FF EL=604.11' concrete concrete concrete rock walkway gravelwood retaining wall rock retaining wall wood retaining wall wood retaining wall wood retaining wall wood retaining wall House wo o d b o a r d f e n c e wo o d b o a r d f e n c e wood board fence 12,500 square feet (0.2870 acres) John M. and wife Christa C. Sladden Volume 9145, Page 467 D.R.T.C.T. Lot 24, Block 3 Western Oaks Volume 388-204, Page 91 P.R.T.C.T. N0 0 ° 3 8 ' 0 9 " E 1 4 8 . 2 5 ' S89°21'51"E 84.32' S0 0 ° 3 8 ' 0 9 " W 1 4 8 . 2 5 ' N89°21'47"W 84.32' Lot 25, Block 3 Western Oaks Volume 388-204, Page 91 P.R.T.C.T. Lot 23, Block 3 Western Oaks Volume 388-204, Page 91 P.R.T.C.T. Lot 22, Block 3 Western Oaks Volume 388-204, Page 91 P.R.T.C.T. Lot 21, Block 3 Western Oaks Volume 388-204, Page 91 P.R.T.C.T. S89°21'47"E 84.31' N0 1 ° 2 5 ' 0 7 " W 5 0 . 0 3 ' 40' building line 10'x10' T.P. & L. Easement Volume 388-204, Page 91 P.R.T.C.T. 10' Utility Easement Volume 388-204, Page 91 P.R.T.C.T. 604 60 4 603 60 3 60 2 60 1 603.85 603.86 GR603.61 GR603.61 GR603.61 GR603.61 603.95 GR604.11 604.11 603.96 604.09 604.11 604.09 604.11 603.50 CAUTION: UNDERGROUND ELECTRIC TO BE RELOCATED. CONTACT LOCAL UTILITY PROVIDER CAUTION: UNDERGROUND ELECTRIC TO BE RELOCATED. CONTACT LOCAL UTILITY PROVIDER EXISTING RESIDENCE 2803 HIGHCREST DRIVE F.F. = 604.11 EXISTING RESIDENCE ADDITION 2803 HIGHCREST DRIVE F.F. = 604.11 EXISTING TREES LOCATED IN ADDITION AND PATIO TO BE REMOVED AS DIRECTED BY OWNER ( HAUL OFF DEBRIS) REMOVE EXISTING ROCK ROCK WALKWAY AS NEEDED TO CONSTRUCT NEW ADDITION OR DIRECTED BY OWNER AC UNITS REMOVE EXISTING ROCK GRAVEL AS NEEDED TO CONSTRUCT NEW ADDITION OR DIRECTED BY OWNER HIGHCREST DRIVE Know what's below.before you dig.Call R @least 48 hours prior 28 0 3 H I G H C R E S T D R I V E X LEGEND NOTES DRAINAGE NOTESMINIMUM CLEARANCE PER SECTION R404.1.6 AND R317.1 TYP 12" MINIMUM DEPTH OR GREATER FOR FROST PROTECTION R403.1.4 AND R403.1.4.1 TYP 3.5" MINIMUM CONCRETE SLAB PER SECTION R506.1 W MONOLITHIC SLAB-ON-GROUND WITH TURNED-DOWN FOOTING NOT TO SCALE BOTTOM (SOLE) PLATE ATTACHED PER SECTION R403.1.6 NOTES EXH-1 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY TRAVIS N. ATTANASIO, P.E., CFM ON JUNE 18, 2025 GR A P E V I N E , T X GENERAL STRUCTURAL NOTES 1.0 Applicable Design Codes and Loads 1.1 Codes and standards: 2021 International Residential Code (IRC), latest edition. 1.2 Design Loads 1 LL DL Roof (Rafters)16 psf 2 10 psf 3 Ceiling joists Limited storage 20 psf 10 psf No storage 10 psf 5 psf Floors 40 psf 10 psf 4,5 Balconies 60 psf 10 psf 4,5 1.3 Wind Speed (3 sec gust) Per Plan 1.4 Ground Snow Load 6 5 psf 1.5 Seismic Design Category B 1.6 Special Loads HVAC/Water heaters 300 lbs/unit Exterior/Interior Walls 100 plf Gypcrete 8.5 psf/in Lightweight Concrete 10.5 psf/in Normalweight Concrete 12.5 psf/in Stone 55 psf 1.7 Deflection Limits (based on live load, except masonry) Rafters greater than 3:12 L/180 Ceilings L/240 Floors L/360 Masonry veneer L/600 1 References: IRC Chapter 3 or IBC Chapter 16 and ASCE 7. 2 For pitches less than 4:12 use 20 psf.3 Assumes composition shingles or equivalent, unless noted otherwise. Additional load may be required for heavier roof coverings. 4 Trusses shall have tabulated DL distributed on top chord and an additional 5 psf on bottom chord. 5 Assumes nominal floor covering (such as wood flooring, carpet, or thinset tile), unless noted otherwise. Additional load may be required for heavier floor coverings. 6 Snow load to be applied nonconcurrently with live load, unless noted otherwise. 2.0 General Conditions 2.1 The Engineer's basic responsibility is for member size and strength, not dimension control or fit and finish. Special conditions or loads must be brought to the attention of the Architect and/or Engineer. 2.2 These structural plans are based on information provided to this office. The Engineer shall be entitled to rely on the accuracy and completeness of this information in the preparation of the construction documents. 2.3 These plans, notes, and details are based on the minimum code requirements and accepted local standard of care for typical single family construction practices. More stringent installation may be required by a local jurisdiction or increased performance expectations. All special or non-standard conditions should be brought to the attention of the Architect and/or Engineer. Where applicable, installation shall comply with all Texas Department of Insurance requirements. 2.4 The contractor and all subcontractors/trades are responsible for reviewing the entire set of plans and specifications, to include dimensions and sections. Any discrepancies must be reported to the Architect and/or Engineer prior to fabrication or installation of structural members. 2.5 The contractor is responsible for all temporary bracing and/or supports that may be required as the result of the contractor's construction methods or sequences. 2.6 The contractor shall comply with all applicable safety requirements. 2.7 The contractor is responsible for the timely scheduling of all required product submittals, inspections, and any other construction documentation. 2.8 Notes, details, and schedules herein are typical and may apply to similar conditions unless otherwise noted or shown. Not all sections, schedules or notes may apply to each project. 2.9 Information on the structural plans may supercede general notes and details. 3.0 Materials 3.1 Wood 1. Dimensional lumber shall conform to the National Design Specification (NDS), latest edition. 2. All lumber shall be Spruce-Pine-Fir (SPF), Southern Yellow Pine (SYP), or Douglas Fir-Larch (DF-L), UNO. Refer to plans for grade and species of structural members. Bracing/blocking: Utility grade Plates:#3 grade 3. All wood framing members to have 19% or less moisture content. 4. All sills on concrete slabs shall be treated lumber. 5. All wood framing in direct contact with concrete, masonry, or exposed to weather shall be treated lumber or otherwise protected. 6. Finger-jointed lumber may be used for studs (same grade and species), except for balloon framing. All other finger jointed lumber shall be rated for horizontal use. 7. Dimensional lumber shall conform to the following minimum design values. Values are for nominal 12” depth. Refer to manufacturer for conversions to alternate grades and sizes 8. Manufactured wood products (including, but not limited to, structural wood beams and I-joists) shall be fabricated, handled, and installed in accordance with the manufacturer's instructions. 9. Plywood, Oriented-Strand Board (OSB), or waferboard shall comply with US Department of Commerce Voluntary Product Standard (PS2). 10. All wood products shall be grade marked for identification. 11. Alternate materials are acceptable if they have equivalent structural capacity and performance, as established by applicable code evaluation reports. 3.2 Steel 1. Structural steel components shall comply with the following specifications and standards: General: American Institute of Steel Construction (AISC) Manual of Steel Construction American National Design Standards: ASCE 5-13/TMS 602-13 2. Structural Steel Rolled Shapes (Wide Flange): ASTM A992 3. Structural Steel Tubes: ASTM A500 Grade B 4. Steel Pipe: ASTM A53, Grade B 5. Other Structural Steel: ASTM A36 6. High Strength Bolts: ASTM A325N 7. Anchor Bolts: ASTM A307 3.3 Connectors 1. All nails, lag screws, and bolts shall comply with NDS, Chapters 10 and 11. 2. All nails shall be common nails, UNO. Pneumatic fasteners are permitted, provided they have the same length and shank diameter, or otherwise have equivalent structural capacity. 3. Specified hold-downs, hangers, straps, etc. are by Simpson Strong-Tie, UNO. Products by other manufacturers may be used, provided they have equivalent structural capacity and have a valid ICC report. All products shall be installed per the manufacturer's instructions. 4. All connectors exposed to weather or used in conjunction with fire-retardant lumber shall be galvanized or otherwise protected from corrosion. 4.0 Conventional Wood Framing 4.1 Framing shall conform with the IRC or the IBC and the Wood Frame Construction Manual (WFCM), published by the American Forest & Paper Association (AF&PA). 4.2 Framing shall be adequate to provide a continuous load path to transfer all vertical and lateral loads from the roof, wall, and floor systems to the foundation. 4.3 Roof-Ceiling Construction 1. Rafters shall be sized and spaced per the Rafter Span Schedule. 2. Provide purlins same size as rafters and brace with min 2x4 brace at not more than 48 inches on center to wall, header, or elevated beam below. The slope of struts shall not be less than 45 degrees from horizontal. Struts longer than 8' shall be 2x4 T-brace or 2x6. At wind speeds greater than 100 mph, use 2x4 T-brace. Struts larger than 8' shall be 2x6 T-brace. 3. Ridge straps or collar ties installed in the upper 13 of the attic space shall not be spaced more than 48 inches on center U.N.O. 4. Hips, valleys, and ridges shall provide full end-cut bearing for supported rafters, not less than one dimensional size larger. 5. Roof sheathing shall be minimum 7/16” thickness sheathing with 24/16 span rating. For roof coverings weighing more than 1000 pounds per square (100 sq.ft.), roof framing spacing shall be limited to not more than 16 inches on center. Refer to Sheathing and Cladding Attachment Schedule for fastening requirements. 6. Ceiling joists shall be sized and spaced per the Ceiling Joist Span schedule. 7. All ceilings are designed for limited attic storage unless noted otherwise, except for cathedral type ceilings where no attic storage is permitted. Ceilings are not designed for future rooms, unless noted otherwise. 8. Rafters and ceiling joists shall have minimum 1 1/2 inches of bearing and opposing ceiling joists shall be lapped a minimum of 3 inches at interior bearing walls. Rafters and joists shall be face nailed together and both shall be toe nailed to the plate. At vaulted ceilings, cripple rafters shall be added, to achieve full bearing and toe nailing at the plate. 9. Where ceiling joists run perpendicular to rafters or where ceiling joists do not tie into rafters, rafter ties or some other method of resisting out thrust shall be installed. Refer to Typical Rafter Tie Detail. Cripple joists and rafters shall be added to allow full bearing and toe nailing at the top plate. 10.Rafter and ceiling joists with a depth:thickness ratio greater than 5:1 shall have lateral blocking at bearing points to prevent rotation. Where solid sawn rafters and joists are parallel and face nailed together, the combined thickness may be used. 11.Rafters and ceiling joists with a depth:thickness ratio greater than 6:1 shall have intermediate blocking at intervals not exceeding 8 feet. 12.Notches in sawn lumber rafters and joists shall not exceed one-sixth the depth of the member, shall not be longer than one-third the depth of the member, and shall not be located in the middle one-third of the span. Notches at the ends shall not exceed one-fourth the depth of the member. 13.Holes in sawn lumber rafters and joists shall not exceed one-third the depth of the member and shall not be within 2 inches of the top or bottom edge of the member, a notch, or another hole. 4.4 Floors 1. Floor joists shall be sized and spaced per IRC Table R502.3.1(2) or IBC Table 2308.8(2). Manufactured floor systems (such as I-joists) shall be sized and spaced per the manufacturer's specifications. Manufactured floor trusses shall be designed for the applicable loads. 2. Floor joists or trusses shall be doubled under parallel walls or otherwise provide full bearing, unless noted otherwise. Joists or trusses under perpendicular walls shall be designed for the additional loads. 3. Floor joists or trusses shall have minimum 1 1/2 inches bearing and opposing members shall lap minimum 3 inches at interior bearing walls. 4. Floor joists or trusses shall be supported at the ends by full depth 2x blocking, full depth beam, band or rim joist. Blocking is also required for continuous floor joists or trusses at perpendicular load bearing walls above or below. 5. Floor joists or trusses with a depth:thickness ratio greater than 6:1 shall have intermediate blocking or bracing at intervals not exceeding 8 feet. 6. Floor sheathing shall be minimum 23/32” thickness T&G sheathing with 48/24 span rating. Refer to Sheathing and Cladding Attachment Schedule for fastening requirements. 7. Allowances for notches and holes in sawn lumber floor joists are the same as for rafters and ceiling joists. For manufactured products, notches and holes are prohibited except where permitted by the manufacturer's installation guide or where the effects of the alterations are specifically considered in the design of the member by a registered engineer. 4.5 Wall Construction 1. Load bearing studs shall be sized and spaced per the Wall Stud Schedules, unless otherwise noted on the plans. Interior non-load bearing walls may be 2x4s @ 24 inches on center up to 14' height and 2x6s @ 24 inches on center up to 20' height. 2. Notching in any stud in a nonbearing wall shall not exceed 40 percent of its width. Notching of any stud in an exterior or load bearing wall shall not exceed 25 percent of its width. 5.3 Field Inspections. 1. Inspections are generally conducted by qualified inspectors, representing either the Engineer or a third party. Inspections are to verify materials installation is in substantial conformance with the structural plans and specifications or to verify actual field conditions as the basis for field changes or repairs. The inspection is meant to be representative of the construction and is not meant to ensure or imply complete compliance. 2. A copy of the inspection form will generally be left on site, reflecting the items inspected and discrepancies noted; no other observations are to be implied or inferred. Inspections do not relieve the contractor of the responsibility to comply with the plans, contract documents, or other applicable requirements. 5.4 Revisions, repairs and field changes are authorized only when in writing, signed and sealed by a professional engineer with this office. When so issued, they become incorporated into the plans and contract documents 5.5 Special Documentation. It is the contractor's responsibility to identify any special documentation required by a local jurisdiction or a third party. This includes any program enrollment, including but not limited to, a homebuyer warranty program and the Texas Department of Insurance (TDI). It is the contractor's responsibility to notify the Architect and Engineer of these special requirements in a timely manner. For all areas that are governed by the Texas Department of Insurance (TDI), Fastening Requirements for Wind Borne Debris Protection shall be per Section R301.2.1.2 of Texas Revisions to the International Residential Code (IRC) or Section 1609.1.2 of Texas Revisions to the International Building Code (IBC), Structures in the Inland I or Seaward areas, as adopted by the Texas Department of Insurance (TDI), shall have additional protection for wind borne debris (no additional protection is required in Inland II areas). In the Inland I area, protection is required for glazed exterior openings. In the Seaward area, protection is required for all exterior openings to include windows, doors, garage doors, and sky lights. All protection systems shall meet the requirements of the large missile test in accordance with ASTM E1996 and ASTM E1886, and shall be installed per the manufacturer's installation instructions. Removable protection systems shall have installation instructions provided. Alternatively, structures in the Seaward and Inland I area may be protected by 15/32" plywood panels. All panels shall be precut and labeled for exterior application to the building framing around the opening. Installation instructions shall be provided. Fastening shall be per TDI Revised IRC Table R301.2.1.2 (See excerpt below). Wind Borne Debris Protection TDI Revised IRC Table R301.2.1.2, IBC Table 1609.1.2 wind borne Debris Protection Fastening Schedule For Plywood Panels Used In The Inland I Area Seaward Open Areas Vented/Enclosed Areas Conditioned Areas Inland I Stainless steel (ASTM A167) Hot-dip galvanized -prior to fabrication (ASTM A653) -after fabrication (ASTM A123/A153) Stainless steel (ASTM A167) Hot-dip galvanized -prior to fabrication (ASTM A653) -after fabrication (ASTM A123/A153) Mechanically deposited zinc (ASTM B695) Electrodeposited zinc (ASTM B633) Galvanized or electrogalvanized (ASTM A641) Any method meeting the requirements of Open Areas Galvanized or electrogalvanized (ASTM A641) Mechanically deposited zinc (ASTM B695) Electrodeposited zinc (ASTM B633) Any method meeting the requirements of Open Areas Epoxy coating (ASTM A899) 1 2 3 Corrosion Resistance Inland II Stainless steel (ASTM A167) Hot-dip galvanized -prior to fabrication (ASTM A653) -after fabrication (ASTM A123/A153) Mechanically deposited zinc (ASTM B695) Electrodeposited zinc (ASTM B633) Galvanized or electrogalvanized (ASTM A641) Not Required Not Required Not Required Not Required For all areas that are governed by the Texas Department of Insurance (TDI), corrosion resistance requirements shall be per Section R325.1 of Texas Revisions to the International Residential Code (IRC) or section 1716.1 of Texas Revisions to the International Building Code (IBC). Metal connectors and fasteners shall be corrosion resistant in accordance with the following: 1. Fasteners shall be located a minimum of 1" from the edge of the panels. 2. Fasteners shall be long enough to penetrate through exterior sheathing and a minimum of 1 3/4" into wood stud framing. 3. Vibration resistant anchors with a minimum withdrawal capacity of 490 lbs. shall be used when panels are attached to masonry or masonry/stucco. 4. If plywood panels will be used in Seaward area, this office shall be contacted for fastener requirements. Fastener SpacingFastener Type Panel span < 4 foot 4 foot < panel span < 6 foot #6 Wood screws #8 Wood screws 6 foot < panel span < 8 foot 16" 16"16" 12"9" 12" For all areas not governed by the Texas Department of Insurance (TDI), wind-born debris protection shall be provided in all areas that are within 1 mile of the coastal mean high water line where the basic wind speed is 110 mph or greater; or portions of hurricane-prone regions where the basic wind speed is 120 mph or greater. Fastening Requirements for Wind Borne Debris Protection shall be per Table R301.2.1.2 of the IRC or Table 1609.1.2 of the IBC. IRC Table R301.2.1.2, IBC Table 1609.1.2 Wind Borne Debris Protection Fastening Schedule For Wood Structural Panels Fastener SpacingFastener Type Panel span < 4 foot 4 foot < panel span < 6 foot #8 Wood screws w/ 2" min. embedment 6 foot < panel span < 8 foot 16" 16"12" 10"8" 9" 16"16"16" #10 Wood screws w/ 2" min. embedment 1/4"Ø lag screws w/ 2" min. embedment 3. Holes in any stud in a nonbearing wall shall not exceed 60 percent of its width. Holes in any stud in an exterior or load bearing wall shall not exceed 40 percent of its width. Hole diameter may be increased to 60 percent of the stud width if the studs are doubled and not more than two successive studs are so bored. Holes may not be located within 5/8 inch of the edge of the stud or in the same section as a notch. Approved stud shoes may also be used. 4. Load bearing walls shall have minimum one bottom plate and two top plates, having a width at least equal to the width of the studs. The double top plate shall overlap at corners and intersections of bearing walls. End joints and splices shall be offset at least 24 inches, unless noted otherwise. 5. The sill plate at exterior walls shall be anchored to the foundation with anchor bolts spaced per the Sill Plate Anchorage Schedule, with at least two bolts in each section of sill plate spaced not more than 12" or less than 7 bolt diameters from the end. Bolts shall be at least 1/2" diameter and shall extend at least 7 inches into the foundation. The sill plate at interior bearing walls shall be positively connected to the foundation with approved fasteners. Additional bolts may be required per the Sheathing Schedule or other connections. At wind speeds in excess of 100 mph in hurricane prone regions, all anchor bolts shall have a 2 x 2 x 14 thick plate washer or (2) 2 x 2 x 1/8 plate washers. At wind speeds less than or equal to 100 mph, all anchors bolts shall have a standard washer. Equivalent fasteners are permitted. 6. Single top plates may be used, except that 3” x 6” 20ga galvanized steel plates shall be used at corners, intersections, and joints. Rafters or joists shall be centered over studs with a tolerance of not more than 1 inch. 7. If drilling or notching of the top plate exceeds 50 percent of its width, a 1-1/2" x 16ga galvanized metal tie shall be used across the opening. 8. Headers or beams at openings shall be per IRC Table R502.5 or IBC Tables 2308.9.5 and 2308.9.6 and WFCM Table 3.23, unless otherwise noted on the plans. 9. The ends of flush beams and girders bearing on the top plate shall be supported by a full-height stud pack. Dropped headers shall be supported by jack studs. For conventional lumber, stud pack or jack studs shall be not less than 1 for 2x6 and 2x8 members and not less than 2 for 2x10 and 2x12 members. For manufactured lumber and trusses, studs shall provide full bearing and shall be not less than 1 for up to 7 1/4 depth and 2 for up to 11 7/8 depth. These are minimums - additional studs may be required based on actual loads. At upper floors, stud packs and jack studs with 2 or more studs shall be continued at lower floors to the foundation, to include blocking through subfloor as necessary. 10. At dropped headers, all jack studs shall have not less than one full-height king stud. Additional king studs may be required at exterior walls subject to wind loads. Refer to WFCM Tables 3.23C and 3.23D. King studs may replace required jack studs if a mechanical connector is used to fasten the header to the king stud. 11. Wall bracing shall be per the IRC Section R602.10 or IBC Section 2308.9.3. Framing perpendicular to braced wall lines shall be blocked in the plane of the wall as required by the IRC/IBC. Framing parallel to braced wall lines shall have a structural member in the plane of the wall. All braced wall lines shall be anchored to the concrete foundation. These plans may contain a layout of braced wall lines and panels, including portions of the structure which have been designed per IRC Section R602.10.10 or IBC Section 2308.4. Refer to the Sheathing Schedule/Shear Connection Schedule. 4.6 Coverings, Openings and Veneers 1. Wall coverings shall comply with IRC Chapter 7. Roof coverings shall comply with IRC Chapter 9. Coverings, windows and other openings shall be rated for the components and cladding loads of IRC Table R301.2(2) or IBC Table 1609.6.2.1(2) 2. Windows and other openings in wind borne debris regions shall be protected per IRC Table R301.2.1.2 or IBC Table 1609.1.2, or per the TDI as applicable 3. Masonry veneers shall not exceed 30' in height or 40psf in weight, unless noted otherwise on the plans. Brick ties shall be minimum 22ga corrugated sheet metal, spaced not more than 24 inches on center horizontally and supporting not more than 2.67 square feet of masonry. In high wind areas where the basic wind speed is greater than or equal to 110 mph but does not exceed 130 mph, space anchors a maximum of 16"o.c. in either direction. Add additional anchors around perimeter of opening at a maximum of 24" o.c. and place anchors within 12" of opening. Flashing is required beneath the first course of masonry and at other points of support. Weepholes located immediately above the flashing shall be minimum 3/16 inch diameter, spaced not more than 33 inches on center. 4. Steel lintels supporting only dead load from masonry shall be per Schedule or plans. Lintels shall have bearing length not less than 4 inches and shall not be fastened to the wood framing, unless noted otherwise. 5. Brick veneer not exceeding 12'-8” in height may be supported on wood framing per IRC Section R703.7.2. 4.7 Connections 1. Connections and fasteners shall be per IRC Table R602.3 or IBC Table 2304.9.1. 2. Where joists or beams frame into a flush beam or girder, the connection shall consist of a metal hanger or other framing angle, except that single ceiling joists spanning not more than 6 feet may be connected with 3-8d common or 3-0.131”x3” toe nails. 3. Framing members consisting of multiple plies of dimensional lumber shall be fastened together with 2 rows of 0.131" x 3" nails at 24 inches on center, except where side-loaded beams shall be fastened together with 2 rows of 0.131" x 3" nails at 12 inches on center. 4. Framing members consisting of multiple plies of engineered wood products shall be fastened per the manufacturer's instructions. Solid members of the same nominal size and capacity may be used in lieu of built up members. 5.0 Construction Documentation 5.1 Submittals. Review of submittals is for general conformance with the structural drawings and project specifications, not for dimension control. The Engineer shall be entitled to rely on the accuracy and completeness of information provided by the contractor, the Architect, or other third party. All materials and systems shall be installed in accordance with the structural plans, project specifications, and manufacturer's installation instructions. 5.2 Site visits. The purpose of site visits is to observe and become generally familiar with the quality and progress of the construction work. Site visits are not intended as detailed inspections. The Engineer makes no warranty or guarantee about work observed during a site visit. Site visits may be conducted by a registered engineer or by other qualified personnel. Bending (psi) Compression parallel to grain (psi) Tension parallel to grain (psi) Horizontal shear (psi) Compression perpendicular to grain (psi) Modulus of Elasticity (10 psi) Specific Gravity SPF SYP DF-L #2 #3 #2 #2 875 1150 450 135 425 1.4 0.42 450 725 250 175 565 1.3 0.55 750 1250 450 175 565 1.4 0.55 900 1350 575 180 625 1.6 0.50 1. Open Areas include porches, exterior coverings, roof coverings, and the underside of elevated structures. 2. Vented/Enclosed Areas include attics, exterior wall stud cavities, and crawl spaces. 3. Conditioned Areas include heated and cooled living areas. 4. Exception: 1/2" $ or greater steel bolts are not required to be corrosion resistant except in Open Areas of the Seaward Area. PRIVATE RESIDENCE 2803 HIGHCREST DR. GRAPEVINE, TX REVISION 06-18-25 GPEC LLC GRAND PYRAMID ENGINEERING CONSULTANTS, LLC REGISTRATION#F-24236 (TEXAS) 729 CREEKVIEW LN. COLLEYVILLE, TX 76034 P:(214)574-0911 GPEC L L C . C O M -ADDITION- S0.0 GENERAL NOTES S0.0 Shear Wall Strapping Detail Use double studs at Tie location Tension ties may be installed over sheathing. See plan for Tension Tie strap (Simpson MSTC66 shown). Install per manufacturer's instructions Nailing not required at Subfloor. Use double studs at Tie location Alternate Offset Shear Wall Strapping Detail Use double studs at Tie location See plans for size of beam. See plan for Tension Tie strap (Simpson MSTC66B3 shown). Bent strap secured to beam. See manufacturer's info for installation spec's. Alternate Wall Strapping to Beam DetailBCTypical Shear Wall Strapping DetailA Tension ties may be installed over sheathing. See plan for Tension Tie strap (Simpson MSTC66 shown). Install per manufacturer's instructions Tension ties may be installed over sheathing. 3 Gap to allow for continuous structural sheathing through full length of wall. Perpendicular Wall per architecturals Sheathing thickness Additional Studs for nailing to maintain spacing, as required Interior Gyp. Sheathing 8d or 0.131" x 3" Nails @ 6" O.C. Edge Nailing per Sheathing Schedule Interior Gyp. Sheathing Continuous Shear WallA Sheathing at Perpendicular Wall B Continuity Blocking for Interior Shear Wall See plans for tie down (Simpson HTT5-KT shown). Tie down shall be secured to stud-pack (see plan, double stud pack min.) per manufacturer's specifications. Top View Drill and epoxy A307 grade all-thread rod with Simpson SET epoxy or approved equivalent per tie down table. See plans for sheathing material. Sheathing shall be continuous across entire length of shear wall. Tie Down Bolt Dia. Embedment (inches) HTT4 5/8" 7 HTT5-KT 75/8" See plans for embedment depth of tie downs not shown. Bolted Tie Down Shear Wall Anchor2 Shear wall end stud w/0.131" x 3" nails at 3" O.C. staggered into end studs of adjoining shear wall Alternate tie down location (HTT tie down shown for illustrative purposes) Tie down or strap per plan (STHD tie down shown for illustrative purposes) Nail each member of triple stud pack together w/ 0.131" x 3" nails at 3" O.C. staggered. Additional stud added as nailer for interior gyp. board Shear Walls w/SharedHoldown at Corner6 Note: This detail required for wind speeds greater than 100mph only. For gable end walls longer than 24ft. in 130mph Exp.C wind areas, refer to plan for bracing requirements. Gable End Framing Attach vertical block to stud w/(4)0.131"x3" face nails. Outlooker 2x vertical blocking in first two ceiling joist spaces at 48" o.c. Fasten gyp. board to bottom of blocking at 4" o.c. 8ft. 2x4 strongback nailed into vertical blocking w/0.131x3" nails at 3"o.c. Nail strongback into each ceiling joist w/(2)0.131x3" nails Double horizontal blocking between continuous full height studs located at height of flat ceiling beyond. Block shall be secured to studs w/(4)0.131"x3" toe-nails each end. As an alternate, wall may be spliced with double plate located at height of flat ceiling beyond. Attach vertical block to horizontal blocking or double plate w/A35 clip. 7 Tie Strap Shear Wall Anchor See plans for tie down (Simpson STHD14 shown). Tie down shall be secured to stud-pack per manufacturer's specifications. If plans call for shear panels in both directions, strap tie down shall be secured to corner stud pack. Only one tie down is required for both directions. See Details 5 and 6. Tie down may be installed over sheathing. Tie down shall be installed to avoid post-tension strands. If no post-tension strands are located near strap location, 1-#4 x 30" rebar shall be installed per manufacturer's specs. See plans for sheathing material. Sheathing shall be continuous across entire length of shear wall. corner stud pack 1 Double top plate (rake as required). Tie down may be installed over sheathing. At shear walls extend structural sheathing to top of gable end wall. Tie down or strap per plan (STHD tie down shown for illustrative purposes) Alternate tie down location (HTT tie down shown for illustrative purposes) Nail end stud of interior shear wall into double studs w/ 0.131" x 3" nails at 3" O.C. staggered. Double stud nailed together w/ 0.131" x 3" nails at 3" O.C. staggered. Exterior wall, may be shear wall These details may be used at a shared tie down condition. Alternate tie down may be placed in this location provided there is a thickened section of concrete called for on foundation plan. Interior/Exterior Shear Wall w/Shared Holdown5 These details may be used at a shared tie down condition. 10d nails @ 2" o.c. into all header members 10d toe nail jack stud to header 2x top plate typ. Provide full height stud each side equal to half of studs interrupted by the opening Header refer to header schedule 2-2x stud 10d nails @ 8" o.c. 2x blocking Typical Window & Door Header8 PRIVATE RESIDENCE 2803 HIGHCREST DR. GRAPEVINE, TX REVISION 06-18-25 GPEC LLC GRAND PYRAMID ENGINEERING CONSULTANTS, LLC REGISTRATION#F-24236 (TEXAS) 729 CREEKVIEW LN. COLLEYVILLE, TX 76034 P:(214)574-0911 GPEC L L C . C O M -ADDITION- S0.1 TYPICAL FRAMING DETAILS 2 " Secure adjoining rafters at ridges and hips with CS22 w/8" lap at spacing per table. Alternate: 2x collar tie, spaced and fastened per table. Ties shall be located in upper 13 of the attic. Ridge Strap or Collar Tie Detail13 Top Plate Rafter per plan. Plan View Joist or beam per plans, face nailed to the rafter per the Nailing Schedule. Multiple plies shall be fastened together. Typical Roof Framing and Bracing Details Attach brace to rafter per Uplift Connection Schedule. Attach purlin to brace per Uplift Connection Schedule.Rafter T - B r a c e Attach rafter to ceiling joist per Uplift Connection Schedule. Attach ceiling joist/beam to top plate per Uplift Connection Schedule. Top plate to stud connection per Uplift Connection Schedule Strap through sub-floor as necessary per Uplift Connection Schedule Bottom plate to foundation connection per Uplift Connection Schedule. Stud to bottom plate connection (lower floor) per Uplift Connection Schedule Joist Ceiling Ceiling Joist/Beam Raft e r T-B r a c e Attach brace to top plate or perpendicular beam per uplift connection schedule. Attach ceiling joist/beam to top plate per Uplift Connection Schedule. Plate to stud connection per Uplift Connection Schedule Attach brace to ceiling joist/beam per Uplift Connection Schedule. 2x4 block intermediate rafter between braces Attach block to rafter w/(3)0.131"x3" nails Attach purlin to block w/(3)0.131"x3" nails CONNECTION NOTES 1. When (2)mechanical fasteners are installed into single ply member or single stud, fasteners shall be placed on opposite sides of the plate. 2. When more than (2)mechanical fasteners are installed on the same side of the plate, they shall be installed to a double 2x min. 3. At typical header openings or at beams supporting exterior walls above, refer to the Uplift Connections at Openings Schedule. 4. An LTS12 or MTS12 twist strap may be used in place of an H2.5A or LSTA9 at condition where connecting elements are at a 45 degree angle. 5. T-Brace shall be constructed w/ 2x6's fastened together w/0.131"x3" nails at 12"o.c. 11 Intermediate Rafter to Purlin Connection 2x4 Blocking between ceiling joists @ mid span of 2x12 brace. Secure 2x4 blocking to ceiling joists with 2 - 10d nails each end, and to 2x12 brace with 4 - 10d nails 2x12 Brace, flush with bottom of ceiling joists, spanning between load bearing walls perpendicular to exterior stud wall.Exterior Stud Wall Nail Ceiling joist to 2x12 brace with 10d nails @ 2'-0" O.C. 1 1/2" x 16ga. Metal Tie Strap @ every other rafter w/ Min. 40ksi yield strength fastened to rafters and 2x12 bracing w/ 5 - 10d nails (staggered) each. Secure 2x12 Brace to load bearing wall top plate with 10 - 10d nails each end. 2"Typ 1 1/4" 1" 1"1" Rafter perpendicular to ceiling joists Ceiling Joists @ 24" O.C. Add 2nd brace when exterior wall length exceeds 12'. 2"Typ Gyp board Ceiling Typical Rafter Tie Detail 2x4 brace w/ length as required, nailed to each joist with 2 - 10d nails. Gyp board Ceiling Exterior Stud Wall 6 ft - 2x6 @ every other rafter with 6-10d common wire nails (staggered) each. 10d nails @ 6" O.C. to connect 2x6 and 2x4 braces. Rafter perpendicular to ceiling joists Secure 2x4 rafter tie to double joist @ load bearing wall with 6-10d common wire nails. AlternateB TypicalA 15 (4) 3/8" Ø Thru-Bolts with 1" Ø Washers Top Plate B A A Perpendicular to Ceiling JoistsBParallel to Ceiling JoistsA Use Alternate Roof Framing and Bracing where purlin brace cannot reach load bearing wall and no deflection is desired in ceiling framing or where specifically called out on plans. Alternate Roof Framing and Bracing Details (Elevated Beam) Rafter T - B r a c e Section A-A 2x4 (min.) blocking under elevated beam at each end. (see plan for size) Elevated beam Ceiling joist parallel to elevated beam CS16 w/14" lap or (2)CS22 w/ 8" lap each end, U.N.O. Rafter T - B r a c e CS16 w/14" lap or (2)CS22 w/ 8" lap each end, U.N.O. on plan 2x bracing on both sides of elevated beam at each end 1 1/2" Min. Clear Section B-B Connections per Uplift Connections Schedule Triple stud pack below elevated beam Ceiling joist perpendicular to elevated beam (see plan for size) Elevated beam 12 Lap Distance La p Di s t a n c e La p Di s t a n c e La p Di s t a n c e Triple stud pack below elevated beam La p Di s t a n c e CS16 w/14" lap or (2)CS22 w/ 8" lap each end, U.N.O. on plan 48" O.C.B<100 24" O.C.C 48" O.C.B110 24" O.C.C 48" O.C.B115 24" O.C.C B120 24" O.C.C B125 24" O.C.C 24" O.C. 24" O.C. Wind Speed and Exp. Strap/Collar Tie Spacing Rafter to Joist Connection at Sloped Ceilings16 AlternateBTypicalA Add cripple rafters as required for full bearing for joists. Face nail to rafter and toe nail to top plate. Add cripple rafters as required for full bearing, plus an additional full-height rafter. Rafter per plan. Joist or beam per plans, face nailed to the rafter per the Nailing Schedule. Multiple plies shall be fastened together. 3 4 4 6 4 6 6 8 4 5 #0.131x3 Nails per Collar Tie Connection Roof Rafter at Exterior Wall14 Rafters and joist shall be face nailed and both shall be toenailed to top plate per Uplift Connection Schedule. Plate to stud connection per Uplift Schedule (H2.5A shown). Rafter to plate connection per Uplift Connection Schedule (H2.5A shown). Blocking required where rafters or ceiling joists have depth to thickness ratio greater than 5:1. For wind speeds greater than 100 mph, blocking also required at braced wall panels or shear walls where noted on plans. Blocking need not be full-depth, but may have no more than 2" gap at roof sheathing, except at 2x6 rafters where a 2x4 flat block may be used. B130 24" O.C.C1 24" O.C. 8 5 1. At 130 mph exp. C ridge strap shall be upgraded to CS20 w/10" lap. PRIVATE RESIDENCE 2803 HIGHCREST DR. GRAPEVINE, TX REVISION 06-18-25 GPEC LLC GRAND PYRAMID ENGINEERING CONSULTANTS, LLC REGISTRATION#F-24236 (TEXAS) 729 CREEKVIEW LN. COLLEYVILLE, TX 76034 P:(214)574-0911 GPEC L L C . C O M -ADDITION- S0.2 TYPICAL FRAMING DETAILS < 6' 12" 32 psf (3" Max Width)6 >6' - <8'-3" >8'-3" - <12' >12' - <16'-3" 24"36"48" 3 x 3 x 1 4 3 x 3 x 1 4 4 x 3 x 1 4 5 x 312 x 5 16 3 x 3 x 1 4 3 x 3 x 1 4 3 x 3 x 1 4 31 2 x 31 2 x 1 4 4 x 3 x 1 4 4 x 312 x 14 5 x 312 x 5 16 6 x 4 x 5 16 6 x 4 x 3 8 7 x 4 x 1/2 15-8" 7 x 4 x 12 31 2 x 31 2 x 1 4 31 2 x 31 2 x 1 4 31 2 x 31 2 x 1 4 31 2 x 31 2 x 1 4 31 2 x 31 2 x 1 4 4 x 312 x 14 4 x 312 x 1 4 5 x 312 x 14 31 2 x 31 2 x 1 4 6 x 4 x 5 16 6 x 4 x 3 8 5 x 312 x 3 8 7 x 4 x 12 7 x 4 x 12 8 x 4 x 12 31 2 x 31 2 x 1 4 31 2 x 31 2 x 1 4 31 2 x 31 2 x 1 4 4 x 312 x 14 31 2 x 31 2 x 1 4 4 x 312 x 1 4 5 x 312 x 1 4 6 x 4 x 5 16 6 x 4 x 5 16 7 x 4 x 12 6 x 4 x 3 8 8 x 4 x 12 7 x 4 x 12 ----- 5 x 312 x 14 5 x 312 x 1 4 5 x 312 x 1 4 5 x 312 x 1 4 Arch Action 3 x 3 x 1 4 31 2 x 31 2 x 1 4 6 x 4 x 5 16 8 x 4 x 12 31 2 x 31 2 x 1 4 6 x 4 x 5 16 8 x 4 x 12 31 2 x 31 2 x 1 4 7 x 4 x 12 ----- 4 x 312 x 1 4 5 x 312 x 1 4 40 psf (4" Max Width)6 60 psf (4" Max Width)6 Masonry Weight/Width (NTE) Opening Width _ _ _ _ < 6' >6' - <8'-3" >12' - <16'-3" _ _ _ < 6' >6' - <8'-3" >12' - <16'-3" _ _ _ >8'-3" - <12'_ >8'-3" - <12'_ Height of Masonry Veneer Loose Lintels for Masonry Support Steel Lintel:1. All lintels shall be A36 steel, oriented in the strong direction (longer leg vertical).2. All lintels shall extend at least 4 inches beyond each end of the opening.3. The arching action assumes that the weight of the masonry load is transferred around the opening at a 45 degree angle. Thisassumption is valid when there is sufficient masonry on both sides of the opening to carry the load from above and when noopenings interrupt the arch action.4. Deflection is limited to L/600 or 0.30", whichever is less.5. Lintels are designed for supporting non-structural masonry veneer only. Other gravity loads shall be carriedby other structural members. Lintels shall not be attached to header/beams U.N.O.6. Table based on typical sizes and weights. Builder to verify. Contact this office for alternate materials. 7. Masonry shall not extend more than 12" past the edge of the horizontal leg.8. Reference: Brick Industry Association and IRC R703.7.3 . Nailing ScheduleWall Stud SchedulesComponents and Cladding Wind Pressures Sheathing and Cladding Attachment Schedule Ceiling Joist Span Schedule Maximum Ceiling Joist Spans (Excerpt WFCM Tables 3.25A and 3.25B) Species Grade Joist Size Limited Attic Storage 16" o.c.24" o.c. Without Attic Storage 16" o.c.24" o.c. 12'-0" #2 2x6 2x8 2x10 9'-10" 16'-11" 13'-11" 15'-3" 12'-6"21'-7" 17'-7" 18'-1" 14'-9" 25'-7" 20'-11" 9'-2" #3 2x6 2x8 2x10 7'-5" 12-11" 10'-6" 11'-6" 9'-5" 16'-3" 13'-3" 14'-0" 11'-5" 19'-9" 16'-1" SYP 12'-10" #2 2x6 2x8 2x10 10'-6" 16'-11" 14'-9" 16'-3" 13'-3"22'-4"18'-9" 19'-10"16'-3"26'-0" 22-11" 12'-10" #2 2x6 2x8 2x10 10'-6" 17'-8" 14'-10" 16'-3" 13'-3" 23'-0"18'-9" 19'-10" 16'-3" 26'-0" 22'-11" SPF Rafter Span Schedule Maximum Rafter Spans (Excerpt WFCM Table 3.26A) Species Grade Rafter Size 10 psf 16" o.c.24" o.c. 20 psf 16" o.c.24" o.c. 13'-6" #2 2x6 2x8 2x10 11'-0"11'-8"9'-6" 17-1"13'-11"14'-9"12'-1" 20'-3"16'-6"17'-6"14'-4" 10'-2" #3 2x6 2x8 2x10 8'-4"8'-10"7'-3" 12'-10"10'-6"11'-2"9'-1" 15'-7"12'-9"13'-6"11'-0" SYP 14'-4" #2 2x6 2x8 2x10 11'-9"12'-5"10'-2" 18'-2"14'-10"15'-9"12'-10" 22'-3"18'-2"19'-3" 14'-4" #2 2x6 2x8 2x10 11'-9"12'-5"10'-2" 18'-2"14'-10"15'-9"12'-10" 22'-3"18'-2"19'-3"15'-8" SPF 1. Where ceiling joists are not located at the bottom of the attic space, refer to footnote a in the span tables for adjustment factor 2. For hurricane winds of 100 mph or more or non hurricane winds of 110 mph or more refer to adjustment factors below Pitch 4:12 6:12 8:12 10:12 12:12 Rafter Span Adjustment Factor for Wind Loads (Excerpt from footnotes of WFCM Tables 3.26A-H) 1. For other pitches, refer to the WFCM. Adjustment factor may not be greater than 1.00 110 MPH 120 MPH100 MPH 1.07 1.00 1.23 1.12 1.02 B C 0.96 0.89 1.09 1.00 0.91 0.77 0.72 0.87 0.80 0.73 0.86 0.80 0.98 0.90 0.81 B C B C 0.87 0.81 0.98 0.91 0.83 0.70 0.65 0.79 0.73 0.66 2x6 Roof + Ceiling 12 14 16 18 <10 2x6 @ 16" o.c. 2x6 @ 16" o.c. 2x6 @ 16" o.c. 2x4 @ 16" o.c. 2x4 @ 16" o.c. 20 2x6 @ 8" o.c. 22 2x6 @ 8" o.c. 24 2x6 @ 8" o.c. 2x6 @ 16" o.c. 2x6 @ 16" o.c. 2x6 @ 16" o.c. 2x6 @ 16" o.c. 2x4 @ 16" o.c. 2x6 @ 8" o.c. 2x6 @ 8" o.c. 2x6 @ 8" o.c. Roof, Ceiling and one floor Roof, Ceiling and two floors 2x6 @ 12" o.c. 2x6 @ 12" o.c. 2x6 @ 16" o.c. 2x6 @ 16" o.c. 2x6 @ 16" o.c. 2x6 @ 8" o.c. See Engineer See Engineer Maximum Stud Length Maximum Exterior Stud Length (Excerpt from WFCM Table 3.20A) Stud #2 16" O.C. Stud #2 2x4 2x6 11'-9" 14'-6" This table assumes SPF or equivalent. For other material, size, or spacing combinations, refer to the WFCM. 9'-8" 12'-7" 16'-1" 10'-8" 10'-5" 12'-2" 15'-8" 8'-1" 110 MPH100 MPH 130 MPH90 MPH 13'-6" 18'-0" 120 MPH 11'-1" 13'-3" 17'-1" 8'-10" Stud Height (feet) Max Framing Spacing Min Sheathing Thickness APA Span Rating Interior Zone (Edge/Field)90 mph B C 100 mph B C B C B C 110 mph 120 mph 68/68 4/4 6/1276/127 49/49 6/127 4/4 6/127 68/68 6/125 6/126 7/16" 7/16" 23/32" 48/24 1. Perimeter Edge Zone shall be used at roofs within 4 feet of either the roof edge or roof peak. It shall also be used at walls within 4 feet of outside or re-entrant corners. 2. Sheathing shall be OSB or APA Rated sheathing. Alternate sheathing materials may be used, provided they have code approval for suitability for the anticipated wind pressures. 3. These are minimum requirements for cladding loads. Refer to notes and plans for wall bracing or shear wall requirements. 4. Refer to WFCM Tables 3.10 through 3.14 5. Reduce field spacing to 6" oc for 120 mph Exp C, and 130 mph Exp C for framing members with specific gravity between 0.42 and 0.49 6. Reduce field spacing to 6" oc for 110 mph, Exp C, 120 mph Exp C, and 130 mph Exp C for framing members with specific gravity between 0.42 and 0.49 7. Reduce spacing to 6" oc for framing members with specific gravity between 0.42 and 0.49 8. Reduce spacing to 4" oc for framing members with specific gravity between 0.42 and 0.49 9. Reduce spacing to 3" oc for framing members with specific gravity between 0.42 and 0.49 10. Reduce spacing to 2" oc for framing members with specific gravity between 0.42 and 0.49 11. For intermediate wind speeds, use the higher wind speed. 12. Roof sheathing shall be fastened with 8d common nails or equivalent. 13. Floor sheathing shall be fastened with 10d common nails or equivalent. 7/16" 16" O.C. 24" O.C. 16" O.C. 24" O.C. Gable Endwall Rake Exterior Wall Sheathing Floor Sheathing Roof Sheathing 7/16" 24/16 6/12 6/12 6/6 6/6 6/6 6/126/126/126/12 6/6 6/12 6/6 6/126/12 6/12 24/16 24/16 24/16 Fastening Location IRC Table R602.3(1)IBC Table 2304.9.1 Joist to Sill or Girder 3 - 8d (Toenail)3-3" x 0.131" nails (Toenail) Bridging to Joist 2 - 8d (Toenail each end)2-3" x 0.131" nails (Toenail each end) Sole Plate to Joist or Blocking 3 - 16d @ 16" oc (Facenail) 3" x 0.131" nails @ 8" oc (facenail) Top Plate to Stud 2 - 16d (Endnail)3-3" x 0.131" nails (Endnail) Stud to Sole Plate 3 - 8d or 2 - 16d (Toenail)4-3" x 0.131" nails (Toenail) or 2-3" x 0.131" (Endnail) Double Studs 10d @ 24" oc (Facenail)3" x 0.131" nails @ 8" oc (Facenail) Doule Top Plates 10d @ 24" oc (Facenail)3" x 0.131" nails @ 12" oc (Facenail) Top Plates Laps & Intersections 2 - 10d (Facenail)3-3" x 0.131" nails (Facenail) Continuous Header, Two Pieces 16d @ 16" oc along each edge ------------------------- Ceiling Joist to Plate 3-8d (Toenail)5-3" x 0.131" nails (Toenail) Continuous Header to Stud 4 - 8d (Toenail) ------------------------- Ceiling Joist, Laps over Partitions 3 - 10d (Facenail)4-3" x 0.131" nails (Facenail) Ceiling Joists to Parallel Rafters 3 - 10d (Facenail)4-3" x 0.131" nails (Facenail) Built - Up Corner Studs 10d @ 24" oc 3" x 0.131" nails @16" oc Built - Up girders & beams 10d @ 32" oc Top, Bot &3" x 0.131" nails @ 24" oc (Face nail) Staggered - 2 nails @ ends &at Top and Bottom and Staggered each splice 3- 3" x 0.131" nails ( Face nail) at Ends and at each splice Built - up Wood Columns 16d @ 8" oc (2x4's); 2 rows 16d @ ------------------------- 8" oc for 2x6 or greater Roof or Floor Truss to Plate 3 - 8d (Toenail)3-3" x 0.131" nails (Toenail) Ledger Strip 3 - 16d (Facenail)4-3" x 0.131" nails Blocking @ joists/rafters to Top Plate 3 - 8d (Toenail)3-3" x 0.131" nails (Toenail) Rim Joist to Top Plate 8d @ 6" oc (Toenail)3" x 0.131" nails @ 6" oc (Toenail) Rafter to Plate 2 - 16d (Toenail)3-3" x 0.131" nails (Toenail) Collar Tie to Rafter 3 - 10d (Facenail)4-3" x 0.131" nails (Facenail) Jack Rafter to Hip 4 - 16d (Toenail)/3 - 16d (Facenail) 4-3" x 0.131" nails (Toenail) & 3-3" x 0.131" nails (Facenail) Roof Rafter to 2x Ridge Bm 4 - 16d (Toenail)/3 - 16d (Facenail) 3-3" x 0.131" nails (Toenail) & 3-3" x 0.131" nails (Facenail) Rafter Ties to Rafters 3 - 8d (Facenail) -------------------------- Joist to Band Joist 3 - 16d (Facenail)4-3" x 0.131" nails 1. Assumes SPF stud grade or better. 2. Balloon frames or tall walls (greater than 12' max) shall be #2 grade or better. 3. For exterior walls exposed to wind, stud lengths shall be limited by the following. 12'-0" 18'-0" Maximum Allowable Length & Spacing of Load Bearing Wall Studs - Allowable stud length exceeds 20 feet. Maximum Stud Length Maximum Exterior Stud Length (for walls with wood structural sheathing) (Excerpt from WFCM Table 3.20B) Stud #2 16" O.C. Stud #2 2x4 11'-9" 15'-10" This table assumes SPF or equivalent. For other material, size, or spacing combinations, refer to the WFCM. 12'-7" 11'-2"11'-4" 17'-6" 10'-5" 13'-3" 16'-9" 9'-4" 110 MPH100 MPH 130 MPH90 MPH 13'-6" 19'-8" 120 MPH 11'-1" 14'-5" 17'-9" 10'-2"12'-10" 18'-10" - Allowable stud length exceeds 20 feet. B C 130 mph 68/68 310/310 6/127 Perimeter Edge Zone - Fastener Spacing (Edge/Field) 6/127 1. Reference: ASCE 7-05, Figure 6.3. For wind speeds less than 100 mph, refer to IRC Table R301.2(2). 2. Plus and minus signs signify pressures acting toward and away from the building surfaces. Pressures shall not be taken as less than 10 psf. 3. Pressures are taken from Zone 3 for roofs and Zone 5 for walls. 4. Linear interpolation is allowed for effective wind area only. For intermediate wind speeds, use the higher wind speed. For other conditions, contact this office. 6/6 6/12 130 MPH B C 0.79 0.75 0.90 0.83 0.76 0.63 0.60 0.72 0.66 0.61 Components and Cladding Wind Pressures (psf) Exposure B - less than 25' MRH Exposure C - less than 25' MRH 110 mph 120 mph -55.0 Exposure C - less than 15' MRH Flat - 1.5:12 1.5 - 6:12 130 mph 10 20 50 100 10 20 50 100 10 20 50 100 10 20 50 100 110 mph 120 mph 130 mph 110 mph 120 mph 130 mph 500 Wall Roof Pitch (sf) +8.9 -45.5+8.3 -33.1+7.6 -23.6+7.0 -65.4+10.5 -54.2+9.9 -39.3+9.0 -28.1+8.3 -76.8+12.4 -63.6+11.6 -46.2+10.6 -33.0+9.8 -51.3+12.5 -47.9+11.4 -43.5+10.0 -40.2+8.9 -61.0+14.9 -57.1+13.6 -51.8+11.9 -47.9+10.5 -71.6+17.5 -67.0+16.0 -60.8+13.9 -56.2+12.4 -25.5+19.9 -24.3+19.4 -22.9+18.6 -21.8+18.1 -30.3+23.7 -29.0+23.0 -27.2+22.2 -25.9+21.5 -35.6+27.8 -34.0+27.0 -32.0+26.0 -30.4+25.2 -29.1+21.8 -27.2+20.8 -24.6+19.5 -22.6+18.5 -18.1+16.2 -34.7+25.9 -32.4+24.7 -29.3+23.2 -26.9+22.0 -21.5+19.3 -40.7+30.4 -38.0+29.0 -34.3+27.2 -31.6+25.9 -25.2+22.7 -66.6+10.8 -55.1+10.0 -40.1+9.2 -28.6+8.5 -79.1+12.7 -65.6+12.0 -47.6+10.9 -34.0+10.0 -92.9+15.0 -77.0+14.0 -55.9+12.8 -39.9+11.9 -62.1+15.1 -58.0+13.8 -52.6+12.1 -48.6+10.8 -73.8+18.0 -69.1+16.5 -62.7+14.4 -58.0+12.7 -86.6+21.2 -81.1+19.4 -73.6+16.8 -68.0+15.0 -30.9+24.1 -29.4+23.5 -27.7+22.5 -26.4+21.9 -36.7+28.7 -35.1+27.8 -32.9+26.9 -31.3+26.0 -43.1+33.6 -41.1+32.7 -38.7+31.5 -36.8+30.5 -35.2+26.4 -32.9+25.2 -29.8+23.6 -27.3+22.4 -21.9+19.6 -42.0+31.3 -39.2+29.9 -35.5+28.1 -32.5+26.6 -26.0+23.4 -49.2+36.8 -46.0+35.1 -41.5+32.9 -38.2+31.3 -30.5+27.5 -74.3+12.0 -61.4+11.2 -44.7+10.3 -31.9+9.5 -88.3+14.2 -73.2+13.4 -53.1+12.2 -37.9+11.2 -103.7+16.7 -85.9+15.7 -62.4+14.3 -44.6+13.2 -69.3+16.9 -64.7+15.4 -58.7+13.5 -54.3+12.0 -82.4+20.1 -77.1+18.4 -69.9+16.1 -64.7+14.2 -96.7+23.6 -90.5+21.6 -82.1+18.8 -75.9+16.7 -34.4+26.9 -32.8+26.2 -30.9+25.1 -29.4+24.4 -40.9+32.0 -39.2+31.1 -36.7+30.0 -35.0+29.0 -48.1+37.5 -45.9+36.5 -43.2+35.1 -41.0+34.0 -39.3+29.4 -36.7+28.1 -33.2+26.3 -30.5+25.0 -24.4+21.9 -46.8+35.0 -43.7+33.3 -39.6+31.3 -36.3+29.7 -29.0+26.1 -54.9+41.0 -51.3+39.2 -46.3+36.7 -42.7+35.0 -34.0+30.6 DF-L Load Bearing Walls (Excerpt IRC Table R602.3.1) DF-L 1. On shear walls and diaphragms, nails shall be placed not less than 3/8 inch from the panel edge. Where exterior walls are sheathed with wood structural panels, max stud lengths shall be per the following. 68/68 68/68 68/68 68/68 68/68 68/68 68/68 49/49 49/49 49/49 49/49 49/49 >6 - 12:12 12 13 PRIVATE RESIDENCE 2803 HIGHCREST DR. GRAPEVINE, TX REVISION 06-18-25 GPEC LLC GRAND PYRAMID ENGINEERING CONSULTANTS, LLC REGISTRATION#F-24236 (TEXAS) 729 CREEKVIEW LN. COLLEYVILLE, TX 76034 P:(214)574-0911 GPEC L L C . C O M -ADDITION- S0.3 TYPICAL FRAMING SCHEDULES Sill Plate Anchorage Schedule Sheathing Schedule / Shear Connection ScheduleUplift Connection Schedule 101 to 115 mph Exp. B 110 to 115 mph Exp. C 116 to 130 mph Exp. C Rafter to exterior wall (3) 0.131"x3" toenails H2.5A + (3) 0.131"x3" toenails - Plate to stud -H2.5A (every third stud)H2.5A (every other stud) - Stud to bottom plate -H2.5A (every third stud) Brace to rafter (6) 0.131"x3" face nails (6) 0.131"x3" face nails (6) 0.131"x3" face nails Brace to top plate of interior wall or perpendicular beam H2.5A H2.5A H2.5A Brace to ceiling joist/beam (7) 0.131"x3" toe nails (4) 0.131"x 3" toe nails + LSTA9 strap Ceiling joist/beam to top plate of interior wall (supporting 1 brace)H2.5A H2.5A - Top plate to stud -- - Stud to bottom plate - Ceiling joist/beam to top plate of interior and exterior wall (supporting 2 braces)(2) H2.5A - Plate to stud - Stud to bottom plate (2) H2.5A - Bottom plate to foundation (2) Hilti X-CP 72 Ceiling joist/beam to top plate of interior and exterior wall (supporting 3+ braces) - Plate to stud - Stud to bottom plate (4) H2.5A - Bottom plate to foundation H2.5A (every other stud) (2) H2.5A (2) H2.5A (4) H2.5A (2) H2.5A (2) H2.5A (2) H2.5A - Through sub-floor -CS22 w/8" Lap (every third stud) CS22 w/8" Lap (every third stud) - Through sub-floor - - Through sub-floor CS22 w/8" Lap - Through sub-floor Rafter to ceiling joist (4) 0.131"x3" face nails (6) 0.131"x3" face nails (8) 0.131"x3" face nails Typical ceiling joist to wall connection (5) 0.131"x3" toe nails (5) 0.131"x3" toe nails (5) 0.131"x3" toe nails H2.5A + (3) 0.131"x3" toenails H2.5A - - CS16 w/12" Lap or FSC CS22 w/8" Lap or FSC Purlin to brace (3) 0.131"x3" face nails (3) 0.131"x3" face nails (3) 0.131"x3" face nails - - - H2.5A H2.5A H2.5A H2.5A CS22 w/8" Lap CS16 w/12" LapCS22 w/8" Lap H2.5A (4) 0.131"x 3" toe nails + LSTA9 strap (3) H2.5A (3) H2.5A (3) H2.5A (3) H2.5A Top Plate to Jack Stud(s) Through Subfloor Jack Stud(s) to Sill Plate Sill Plate to Foundation Hardware Option 1 CS22 w/8" Lap CS22 w/8" Lap H2.5A Hardware Option 2 CS22 w/8" Lap CS22 w/8" Lap (2) H2.5A Hardware Option 3 CS18 w/12" Lap (3) H2.5A Hardware Option 4 CS16 w/14" Lap (4) H2.5A CS18 w/12" Lap CS16 w/14" Lap Wind Speed Exp. ≤100 B C 105 B C (2) Hilti X-CP 72 3/8"Ø THD w/2x2x1/4" thick washer6 - -- 5ft - 9ft > 9ft - 18ft > 18ft - 26ft - 7ft - 13ft > 13ft - 25ft -- 5ft - 7ft > 7ft - 15ft > 15ft - 23ft Connection Type 1. Hilti X-CP 72 "Shots" or equivalent shall have min. allowable tension capacity of 165 lbs. Shots shall be spaced at 2-3/4" O.C. with the first fastener spaced 2" from stud or post. Split total number of shots equally on both sides of stud or post where possible. Shots called for in this table shall be in addition to other anchorage called for in other notes, schedules, tables, or details in the structural drawings. 2. For uplift connection requirements at covered patios refer to Covered Patio Post Uplift Connection Table. 3. Uplift connections per Table above not required for headers in portal frames. Portal frame detail requirements resolve uplift forces. 4. Uplift connections from top plate down to header(through cripple studs) shall be per the uplift connection schedule. 5. (2)CS22 w/ 8" lap may be substituted for CS16 w/ 14" lap. 6. (2)2x2x1/8 washers may be used as an alternate. ≤ 100 mph Exp. B Co n n e c t i o n s g o v e r n e d b y I R C o r I B C p r e s c r i p t i v e g u i d e l i n e s . Re f e r t o N a i l i n g S c h e d u l e f o r c o n n e c t i o n r e q u i r e m e n t s . B C B C B C B C 110 115 120 125 > 11ft - 21ft > 7ft - 14ft > 9ft - 18ft > 6ft - 12ft > 8ft - 16ft > 5ft - 11ft > 7ft - 14ft > 4ft - 10ft > 21ft - 31ft > 14ft - 21ft > 18ft - 27ft > 12ft - 19ft > 16ft - 24ft > 11ft - 17ft > 14ft - 21ft > 10ft - 15ft > 24ft - 32ft > 17ft - 23ft > 21ft - 28ft > 15ft - 21ft 6ft - 11ft 4ft - 7ft 5ft - 9ft 3ft - 6ft 4ft - 8ft 0ft - 5ft 4ft - 7ft 0ft - 4ft - - > 21ft - 28ft - > 19ft - 25ft Uplift Connections at Openings Schedule 1. Braced wall panels shall be a minimum of 48" wide, except for Method 1 which shall be a continuous diagonal brace from top to bottom plate and Method 5 single sided gypsum which shall be a minimum of 96" wide, U.N.O. 2. Per Details 18A and 20A only; in addition to toe-nails add A35 @ 24" O.C. for Condition A. As an alternate for Condition B nails may be spaced at 3" O.C. with an A35 @ 48" O.C. 3. For exterior walls, the edge:field nailing requirements in this schedule must be compared to the general edge:field nailing requirements in the Sheathing and Cladding Attachment Schedule on Sheet FR-0.2. The most strict requirement shall govern. 4. Gable end wall rakes shall be fastened with the more restrictive edge:field nailing per this table or the Sheathing and Cladding Attachment Schedule on Sheet FR-0.2. - Anchorage Options Shear Wall A 12" Ø anchor bolts MASA anchors Hilti X-CP 72(exterior walls Hilti X-CP 72 (interior walls) B C D E F 28" 15" 5" 4" 34" 18" 7" 5" 72" 34" 48" 12" 46" 24" 14" 7" 72" 32" 48" 12" 72" 32" 48" 18" Non-Shear Wall 90 mph 100 mph 105 mph 110 mph 115 mph 120 mph 125 mph B C 72" B C 68" B C 60" B C 56" B C 70" 50" B C 64" 48" B C 58"44"72" 72"72"72" 1. Refer to Note 5 in Section 4.5 of the General Notes on Sheet FR-0.1 for anchor bolt installation requirements. 2. Hilti X-CP 72 "shots" or equivalent shall have a min. allowable shear value of 250 lbs. Begin spacing fasteners 2" from end studs of shear wall. 3. Interior shear walls are assumed to have powder actuated sill anchorage. If 1/2" $ bolts or other embedded connection will be used, either due to builder preference or local code, the builder shall contact this office prior to concrete placement. This is necessary to ensure minimum concrete coverage for required embedment depth of alternate anchorages. 4. Hilti X-CP 72 "shots" at exterior shear walls are required in addition to 1/2" $ anchor bolts or MASA specified for "non-shear wall" installation. 5. Sill plate anchorage shall be the more restrictive of the applicable shear wall and non-shear wall requirements. 6. For sill plates anchored with MASA anchors, (2) Hilti X-CP 72 "shots" shall be placed for each 4'-0" braced wall panel specified on the plans. Nominal 1" by 4" continuous diagonal braces let in to the top and bottom plates and the intervening studs or approved metal strap devices (Method 1) 0.113" Red or Blue Thermo-ply on exterior face and 1/2" Gypsum Wall Board on interior face 1/2" or 1" DOW Styrofoam SIS Structural Insulated Sheathing with 1/2" Gypsum Wall Board on interior face 7/16" Oriented Strand Board4 (OSB) or APA Rated Sheathing Single Sided12" Gypsum Wall Board Portal Frame- 7/16" Oriented Strand Board (OSB) and min. dbl. 2x12 header Engineered Sheathing Vertical or Horizontal Orientation Thermo-ply: Vertical Gypsum: Vertical or Horizontal Vertical or Horizontal Vertical or Horizontal Vertical At sheathing joints, blocking req'd at panel edges Yes No Yes Yes Yes Fastening (Fastener, Spacing [in-o.c.} Edge : Field) 8d, 3:*3 5d cooler or wallboard nails, 4:4 or 1-1/4" drywall screws, 4:12 8d, 4:*3 8d, 6:*3 Sill Plate Anchorage A B C 3"/9"/16" 2"/10"/18" Thermo-ply: 1"x1-1/4"x16ga staples, 3:3 Gypsum: 5d cooler nails. 8:8 1-1/4" drywall screws: 12:12 DOW SIS: 1/2" or 1" crown x 16ga staples, 3:3 Gypsum: 5d cooler nails, 7:7 1-1/4" drywall screws, 12:12 8d, 3:3 Prescriptive Wall Panel Sheathing (Bracing Method per IRC Section 602.10.3) Orientation See Detail 8 See Detail 8 D D F 7/16" Oriented Strand Board (OSB) or APA Rated Sheathing (Method 3) 1/2" or 25/32" thick structural fiberboard sheathing (1/2" FiberBrace or 1/2" QuietBrace acceptable) (Method 4) 1/2" Gypsum Wall Board (Interior Application) (Method 5) 0.113" Red or Blue Thermo-ply on exterior face and 1/2" Gypsum Wall Board on interior face (ICC approved prescriptive alternate material) 1/2" or 1" DOW Styrofoam SIS Structural Insulated Sheathing with 1/2" Gypsum Wall Board on interior face (ICC approved prescriptive alternate material) angled ≤60° & ≥ 45° from the horizontal. Vertical Vertical or Horizontal Vertical or Horizontal No Yes Yes No Blocking req'd at panel edges Fastening (Fastener, Spacing Bottom Plate anchorage at Foundation Yes Yes 2-8d (2 1/2" x 0.131") nails or 2-16ga. wire staples (1 3/4" long, min. 7/16"$ crown width), each stud 8d, 6:12 1 1/2" galvanized roofing nails, 8d common (2 1/2" x 0.131") nails, or 16ga. corrosion resistant staples (1 1/2" long, min. 7/16"$ crown width), 3:6 5d cooler or wallboard nails, 7:7 or 1-1/4" drywall screws, 12:12 1-1/4" Type W or S Screws, 7:7 1/2" Gypsum Sheathing (Exterior Application) (Method 5) Vertical or Horizontal Vertical Vertical or Horizontal Yes Thermo-ply: 1"x1-1/4"x16ga staples, 3:3 Gypsum: 5d cooler nails. 8:8 1-1/4" drywall screws: 12:12 DOW SIS: 1/2" or 1" crown x 16ga staples, 3:3 Gypsum: 5d cooler nails, 7:7 1-1/4" drywall screws, 12:12 F F F F F F F Double Sided12" Gypsum Wall Board Vertical or Horizontal No 5d cooler or wallboard nails, 4:4 or 1-1/4" drywall screws, 4:12 E 2"/9"/- See Detail 8 Bottom PlateTop Plate 2"/10"/- 3"/16"/30" 4"/24"/48" 10"/48"/96"8"/48"/- 3"/16"/30" 3"/16"/- 3"/16"/- 6"/24"/- Opening Width Opening Width Opening Width Opening Width Options include one of the following: (0.131"x3" nails or LPT4 clip or Ladder Blocking) Joist to Plate Attachment (Fastener Spacing) Bottom PlateTop Plate Options include one of the following: (0.131"x3" nails/LPT4 clip/Ladder Blocking) 6"/48"/48" 6"/48"/48" 6"/48"/48" 6"/48"/48" 6"/48"/48" 6"/48"/48" 6"/48"/48" 6"/48"/- 6"/48"/- 6"/48"/- 6"/48"/- 6"/48"/- 6"/48"/- 6"/48"/- Joist to Plate Attachment (Fastener Spacing) 6"/24"/48"6"/24"/- B C130 > 6ft - 12ft > 4ft - 10ft > 12ft - 19ft > 10ft - 15ft > 19ft - 26ft > 15ft - 20ft 3ft - 6ft 0ft - 4ft 130 mph B C 54" 40" (4) Hilti X-CP 72 (5) Hilti X-CP 72 (4) Hilti X-CP 72 (7) Hilti X-CP 72 (7) Hilti X-CP 72 (4) Hilti X-CP 72 (6) Hilti X-CP 72 1. Hilti X-CP 72 "Shots" or equivalent shall have min. allowable tension capacity of 165 lbs. Shots shall be spaced at 2-3/4" O.C. with the first fastener spaced 2" from stud or post. Split total number of shots equally on both sides of stud or post where possible. Shots called for in this table shall be in addition to other anchorage called for in other notes, schedules, tables, or details in the structural drawings. 2. CS22 w/8" lap may be substituted for LSTA9 and (2)CS22 w/ 8" lap may be substituted for CS16 w/ 12" lap. 3. Refer to Detail 11 connection notes for connector substitutions at 45 degree angle connections 72"58"50"46" 60"42"52" 38" 48" 36"72" 72"72"66"44"34" 6 PRIVATE RESIDENCE 2803 HIGHCREST DR. GRAPEVINE, TX REVISION 06-18-25 GPEC LLC GRAND PYRAMID ENGINEERING CONSULTANTS, LLC REGISTRATION#F-24236 (TEXAS) 729 CREEKVIEW LN. COLLEYVILLE, TX 76034 P:(214)574-0911 GPEC L L C . C O M -ADDITION- S0.4 TYPICAL FRAMING SCHEDULES Floor Joists at Interior Shear/Braced Wall Panel Floor joists per plan Fasteners along shear wall per Sheathing Schedule Sheathing per plan (2) 2x4 (side by side) horizontal ladder blocking spaced per Sheathing Schedule (4) 0.131"x 3" nails through each 2x ladder block into top plate of shear wall. Sheathing per plan Floor joists per plan Floor sheathing Floor sheathing A Typical B Alternate Joists parallel to shear wall 19 LPT4 clip into each block Where floor system is parallel to wall, installation is similar except that continuous rim board shall be replaced with minimum double joists for full bearing. At an interior wall, installation is similar except that sheathing cannot typically be continuous through the sub floor. Where floor system is parallel to wall and joists cannot be installed under the wall, blocking shall be installed per Detail 21. Floor Joist at Bearing Wall Joists Perpendicular to Wall 20 Full depth blocking only required where ceiling joists have a depth to thickness ratio greater than 5:1. Blocking also required at interior braced wall panels or shear walls. Refer to Sheathing Schedule for fastening. Ceiling joists shall be lapped min. 3". Refer to Nailing Schedule for fastening to top plate. Ceiling Joists at Interior Wall17 Joists Perpendicular to Wall Blocking at Plumbing Penetration21 Verify permitted holes in floor joists. Full depth ladder blocking not more than 48" O.C. w/(3)0.131"x3" end nails each side. Offset joist to allow for plumbing penetration. (3) 0.131"x3" end nails into each 2x block, typ. (2) 2x4 (side by side) horizontal ladder blocking spaced per Shear Connection Schedule (4) 0.131"x 3" nails through each 2x ladder block into top plate of braced wall panel or shear wall. Ceiling or floor joists per plan Ceiling joists per plan Fasteners along braced wall panel or shear wall per Shear Connection Schedule Ceiling Joists at Interior Shear/Braced Wall Panel A Typical B Alternate Joists parallel to wall. Ladder blocking only required at braced wall panels and shear walls. 18 <15ft beam(s) Center PostCorner Post <12ft beam(s) Center PostCorner Post <10ft beam(s) Center PostCorner Post Beam to Post Post to Foundation100 mph B CS22 w/6" Lap EPB44T Beam to Post Post to FoundationC CS22 w/6" Lap CS22 w/6" Lap CS22 w/7" Lap CS22 w/7" LapCS22 w/6" Lap EPB44T EPB44T EPB44T EPB44T EPB44T Covered Patio Post Uplift Connection Table Beam to Post Post to Foundation110 mph B Beam to Post Post to FoundationC Beam to Post Post to Foundation115 mph B Beam to Post Post to FoundationC Beam to Post Post to Foundation120 mph B Beam to Post Post to FoundationC Beam to Post Post to Foundation125 mph B Beam to Post Post to FoundationC CS22 w/6" Lap EPB44T CS22 w/6" Lap CS22 w/6" Lap CS22 w/6" Lap CS22 w/6" LapCS22 w/6" Lap EPB44T EPB44T EPB44T EPB44T EPB44T CS22 w/6" Lap EPB44T CS22 w/6" Lap CS22 w/7" Lap CS22 w/8" Lap CS22 w/8" LapCS22 w/7" Lap EPB44T EPB44T EPB44T EPB44T ABU44 CS22 w/6" Lap EPB44T CS22 w/6" Lap CS22 w/6" Lap CS22 w/7" Lap CS22 w/7" LapCS22 w/6" Lap EPB44T EPB44T EPB44T EPB44T EPB44T CS22 w/7" Lap EPB44T CS22 w/7" Lap CS22 w/8" Lap CS16 w/10" Lap CS16 w/10" LapCS22 w/8" Lap EPB44T EPB44T ABU44 EPB44T ABU44 CS22 w/6" Lap EPB44T CS22 w/6" Lap CS22 w/6" Lap CS22 w/8" Lap CS22 w/8" LapCS22 w/6" Lap EPB44T EPB44T EPB44T EPB44T ABU44 CS22 w/8" Lap EPB44T CS22 w/8" Lap EPB44T EPB44T ABU44 EPB44T ABU44 CS22 w/6" Lap EPB44T CS22 w/6" Lap CS22 w/7" Lap CS22 w/8" Lap CS22 w/8" LapCS22 w/7" Lap EPB44T EPB44T EPB44T EPB44T ABU44 CS22 w/8" Lap EPB44T CS22 w/8" Lap ABU44 EPB44T ABU44 EPB44T ABU44 CS16 w/10" Lap CS16 w/10" Lap CS16 w/10" Lap CS16 w/10" Lap CS16 w/10" Lap CS16 w/10" Lap CS16 w/10" Lap CS16 w/10" Lap Beam to Post Post to Foundation130 mph B Beam to Post Post to FoundationC CS22 w/7" Lap EPB44T CS22 w/7" Lap CS22 w/8" Lap CS22 w/10" Lap CS22 w/10" LapCS22 w/8" Lap EPB44T EPB44T EPB44T EPB44T ABU44 CS22 w/8" Lap EPB44T CS22 w/8" Lap ABU44 EPB44T ABU44 EPB44T ABU44 CS16 w/10" Lap CS16 w/10" Lap CS16 w/10" Lap CS16 w/10" Lap Beam to Post Post to Foundation90 mph B CS22 w/6" Lap EPB44T Beam to Post Post to FoundationC CS22 w/6" Lap CS22 w/6" Lap CS22 w/6" Lap CS22 w/6" LapCS22 w/6" Lap EPB44T EPB44T EPB44T EPB44T EPB44T (4)Toenails CS22 w/6" Lap CS22 w/6" Lap CS22 w/6" Lap CS22 w/6" Lap EPB44T EPB44T EPB44T EPB44T CS22 w/6" Lap CS22 w/6" Lap CS22 w/6" Lap CS22 w/6" Lap CS22 w/6" LapCS22 w/6" Lap EPB44T EPB44T EPB44T EPB44T EPB44T (8)Toenails (8)Toenails (5)Toenails (8)Toenails Floor Joists Parallel to Wall Covered Patio Beam to Post Connection22 Beam to Center PostBBeam to Corner PostA Beam per plan.Beam per plan, with continuous beam two straps are still required. La p Di s t a n c e La p Di s t a n c e La p Di s t a n c e La p Di s t a n c e Strap per Covered Patio Post Uplift Connection Table. Corner Post Center Post Strap per Covered Patio Post Uplift Connection Table. Post base per Covered Patio Post Uplift Connection Table below (EPB44T shown). Anchor bolt may be cast in place or post installed w/epoxy.Treated bearing block Secure post to bearing block w/(8)toenails 0.131"x3". Secure bearing block to foundation w/pneumatic fasteners. Covered Patio Post to Foundation Connection23 Post Base ConnectionBToenailed ConnectionA Post Post Note: This connection may be used in wind speeds >100 mph. Note: This connection may be used in wind speeds <100 mph. Floor JoistsEdge nailing for wall sheathing above. Refer to Nailing Schedule for standard nailing requirements between rim board and plates above and below (sheathing need not be continuous through the sub floor). Continuous rim board (shown) or full depth blocking between floor joists.Edge nailing for wall sheathing below. Refer to Sheathing Schedule for LTP4 spacing between rim board and plates above and below (sheathing need not be continuous through the sub floor). Floor Joists Continuous rim board (shown) or full depth blocking between floor joists. Floor Joists Continuous rim board (shown) or full depth blocking between floor joists. Edge nailing for wall sheathing above (sheathing must be continuous across sub floor to top plate below). Rim board attachment may be omitted when sheathing is continuous across the sub floor. Edge nailing for wall sheathing below. For braced wall panels and/or shear walls, refer to the Sheathing Schedule for nailing requirements between rim board and plates above and below. Alternate Sheathing ConnectionC Alternate LTP4 ConnectionB Typical Nailed ConnectionA A35 clip as required per Shear Connection Schedule. 1. At shear walls or braced walls install full depth blocking directly on wall between ladder blocking for length of shear wall or braced wall. Fasten blocking per Sheathing Schedule/Shear Connection Schedule. 1. Toenail connections shall use 0.131"x3" nails or larger. 2. Post bases specified above assume a 4" solid post, for built-up posts or larger posts a connection with equivalent or greater capacity may be used. 3. Post caps with an equivalent capacity as the specified straps are acceptable. 4. The above table assumes min. SPF lumber or equivalent for posts and beams. For cedar or any lumber with design values less than SPF contact the structural engineer. 5. The above table assumes a patio depth of 10ft. in conjunction with the beam lengths specified. If any of these dimensions are exceeded contact the structural engineer. PRIVATE RESIDENCE 2803 HIGHCREST DR. GRAPEVINE, TX REVISION 06-18-25 GPEC LLC GRAND PYRAMID ENGINEERING CONSULTANTS, LLC REGISTRATION#F-24236 (TEXAS) 729 CREEKVIEW LN. COLLEYVILLE, TX 76034 P:(214)574-0911 GPEC L L C . C O M -ADDITION- S0.5 TYPICAL FRAMING SCHEDULES UPUP 33 ' - 0 " 2' - 0 " 3' - 1 1 " 2' - 5 " 12'-9"22'-8" 5' - 1 1 " 2'-0"2'-0"4'-8"2'-0"14'-0"10'-11"2'-0" 11 ' - 1 0 " 11 ' - 4 " 9' - 1 0 " 1'-3"9'-8"2'-0" 1014" 2'-0"9'-9"1'-0" 3' - 4 " 15 ' - 8 " 14 ' - 0 " 38 ' - 1 1 " 1- 1 / 2 " SL 1- 1 / 2 " SL 2' - 0 " SY P # 2 6 X 6 P O S T W/ P B 6 6 P O S T B A S E AN C H O R SY P # 2 6 X 6 P O S T W/ P B 6 6 P O S T B A S E ANC H O R HDU4 HDU4 HDU4 HDU4 37'-7" EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE 3 S1.1 2 S1.1 7 S1.1 7 S1.1 1 S1.1 3 S1.1 2 S1.1 1 S1.1 4 S1.1 4 S1.1 8 S1.1 9 S1.1 STORM SHELTER MANUFACTURER TO VERIFY SLAB THICKNESS FOR ANCHOR BOLTS GENERAL NOTES I. SITE A. THE NET ALLOWABLE SOIL BEARING CAPACITY IS1500PSF. B. THE FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL REPORT NO.252019 (REVISED) BY GLOBE DATED ON MAY 29, 2025. THE GRADE BEAMS SHALL BE EMBEDDED A MINIMUM OF 18 INCHES BELOW FINISHED GRADE SUBGRADE. CONTRACTOR SHALL READ AND BE FAMILIAR WITH THE PROJECT GEOTECHNICAL REPORT PRIOR TO BEGINNING EARTHWORK. THE SUBGRADE SHALL BE CHEMICALLY INJECTED IN CONFORMANCE WITH THE MATERIAL, METHODS AND THE TEST IN THE ABOVE MENTIONED SOIL REPORT. C. FINE GRADING UNDER SLAB SHALL BE TRIMABLE, COMPACTABLE, GRANULAR FILL (NOT SAND). D. A 6 MIL. VAPOR BARRIER(0.01 PERM MAXIMUM PER ASTM E1745) SHALL BE PROVIDED ABOVE THE FINE GRADING. SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY ENGINEER OF RECORD. E. CONTRACTOR SHALL BRACE GRADE BEAM WHILE PLACING BACKFILL OR FILL MATERIAL. II. CONCRETE A. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. B. ALL SLABS TO RECEIVE FLOOR COVERINGS SHALL HAVE A MAXIMUM WATER/CEMENTITIOUS MATERIAL RATIO OF 0.45, OR PROVIDE OTHER TOPICAL MEANS OF MOISTURE RESISTANCE ACCEPTABLE TO FLOORING MANUFACTURER. C. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 UNLESS NOTED OTHERWISE. PROVIDE ASTM A706 GRADE 60 BARS FOR WELDED REINFORCEMENT. D. LAP REINFORCING SPLICES #6 AND SMALLER BARS - 57 BAR DIAMETERS WITH 24" MINIMUM UNLESS NOTED OTHERWISE. E. PROVIDE CORNER BARS WITH 30 BAR DIAMETER LAP TO MATCH HORIZONTAL REINFORCEMENT AT ALL GRADE BEAM AND WALL INTERSECTIONS. 2'-0" LAP MINIMUM. F. ALL REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL. G. CONTRACTOR SHALL COORDINATE ALL PENETRATIONS, CONDUIT, CHAMFERS AND EMBEDDED ITEMS PRIOR TO CONCRETE PLACEMENT. H. SET ANCHOR RODS TO HAVE AT LEAST 3" CONCRETE COVER AND TO ALLOW REINFORCEMENT TO PASS OUTSIDE OF RODS. FOUNDATION PLAN NOTES: 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO BEGINNING CONSTRUCTION. 2. REFER TO SHEET S1.1 FOR DETAILS NOT NOTED ON PLAN. 3. FLOOR SLAB SHALL BE 5" THICK CONCRETE REINFORCED WITH #3 @ 14" O.C.B.W. CENTERED IN SLAB. 4. PROVIDE 2#4x4'-0" DOWELS CENTERED IN SLAB AT ALL INTERIOR CORNERS 5. FINISH FLOOR = DATUM ELEVATION 100'-0", ACTUAL = REFER TO CIVIL 6. REFER TO ARCHITECTURAL FOR LOCATION AND EXTENT OF ALL LEDGES, POCKETS OR DEPRESSIONS. 7. UNLESS OTHERWISE NOTED ON PLAN, EXTERIOR WALL & LOAD BEARING WALL STUDS SHALL BE 2X SOUTHERN PINE NO.2 @ 16"O.C. U.N.O. 8. ALL VERTICAL SUPPORTS UNDER BEAMS SHALL BE 4-2X6 U.N.O. FOUNDATION PLAN S1.0 PRIVATE RESIDENCE 2803 HIGHCREST DR. GRAPEVINE, TX REVISION 06-18-25 GPEC LLC GRAND PYRAMID ENGINEERING CONSULTANTS, LLC REGISTRATION#F-24236 (TEXAS) 729 CREEKVIEW LN. COLLEYVILLE, TX 76034 P:(214)574-0911 GPEC L L C . C O M -ADDITION- 843210 SCALE: 1/4" = 1'-0" FOUNDATION PLAN1 S1.0 5" DETAIL1 12" 112" 512" DOWEL "A" SLAB REINF. REFER TO PLAN NOTES. GRADE BEAM REINF.: (3) #4 TOP CONT. (3) #4 BOTTOM CONT. T.O.C. EL. PERIMETER BEAM WITH LEDGE SCALE: 3/4"=1'-0" 3' - 0 " DETAIL4 SCALE: 3/4"=1'-0" INTERIOR GRADE BEAM 2x WALL REFER TO PLAN NOTES 2x PRESSURE TREATED SILL PLATE WITH 5/8"Øx10" J BOLT @ 4'-0" O.C. & 12" FROM ENDS OF WALL AND DOOR AND WINDOW OPENINGS. AT SHEAR WALLS REFER TO SCHEDULE FOR BOLT SIZE AND SPACING. T.O.C. EL. DETAIL10 1-#5 x 2'-6" Bott., Typ. TYPICAL BEAM REBAR GRADE BEAM CORNER REINFORCING DOWEL SCHEDULE MARK SIZE VERT. LENGTH HORIZ. LENGTH SPACING A #3 2'-0"2'-0"16" O.C. RE F E R T O 1 / S 1 . 1 5" DOWEL "A" 3" C L R . 2'-6" 3" C L R . ALTERNATE HOOKS REFER TO 1/S1.1 EXISTING STRUCTURENEW CONSTRUCTION SLAB REINF. REFER PLAN NOTES REFER TO S1.1 RE F E R T O 1 / S 1 . 1 GRADE BEAM REINF.: REFER TO 1/S1.1 DETAIL8 SCALE: 3/4"=1'-0" PERIMETER BEAM CONNECTION DETAIL CHIP AWAY UPPER EDGE OF EXISTING FOUNDATION IF EXISTING BRICK LEDGE AT JOINT LOCATION. #4 @ 16" O.C. MID-HEIGHT OF BEAM BEND AS SHOWN 8" #4 X 2'-6" @ 16" O.C. BEND DOWELS AS REQ'D. WHILE CEMENT IS STILL WET. DETAIL3 SCALE: 3/4"=1'-0" PERIMETER BEAM AT PATIO/PORCH DOWEL "A" SLAB REINF. REFER TO PLAN NOTES 5" 3" C L R . RE F E R T O 1 / S 1 . 1 REFER TO 1/S1.1 GRADE BEAM REINF.: REFER TO 1/S1.1 4" - 1 2 " M A X 24" W/ 1" TO 4" DROP 36" W/ 5" TO 8" DROP 48" W/ 9" TO 12" DROP 1'-0" VA R I E S (BEAM ONLY WHERESHOWN ON PLAN) DETAIL7 SCALE: 3/4"=1'-0" DROP IN SLAB 12 " M A X RE F E R T O PL A N S REFER TO 1/S1.1 FORREINFORCEMENT NOTSHOWN 5" DETAIL2 DOWEL "A" SLAB REINF. REFER TO PLAN NOTES. T.O.C. EL. PERIMETER BEAM AT PATIO/PORCH SCALE: 3/4"=1'-0" RE F E R T O 1 / S 1 . 1 5" 3" C L R . GRADE BEAM REINF.: REFER TO 1/S1.1 REFER TO 1/S1.1 4" - 1 2 " M A X GRADE BEAM REINF.: REFER TO 1/S1.1 EXISTING STRUCTURE NEW CONSTRUCTION SLAB REINF. REFER PLAN NOTES 1/ S 1 . 1 F I E L D V E R I F Y REFER 1/S1.1 RE F E R 1/ S 1 . 1 GRADE BEAM REINF.: REFER TO 1/S1.1 DETAIL9 SCALE: 3/4"=1'-0" PERIMETER BEAM CONNECTION DETAIL 2-#4 @ 16" O.C. MID-HEIGHT OF BEAM BEND AS SHOWN DRILL 3/4"Ø HOLES ON SLIGHT SLANT. BLOW HOLES CLEAN WITH COMPRESSED AIR. SCRAPE HOLES WITH HARD TOOL AND ROUND WIRE BRUSH TO REMOVE DRILL DUST. BLOW HOLES CLEAN AGAIN. IT IS CRITICAL THAT HOLES BE THOROUGHLY CLEANED PRIOR TO PLACEMENT OF EPOXY. EPOXY SHALL HAVE MIN. 3000 PSI. BOND STRENGTH. 8" #4 X 2'-6" @ 16" O.C. BEND DOWELS AS REQ'D. WHILE CEMENT IS STILL WET. RE F E R T O PL A N PRIVATE RESIDENCE 2803 HIGHCREST DR. GRAPEVINE, TX REVISION 06-18-25 GPEC LLC GRAND PYRAMID ENGINEERING CONSULTANTS, LLC REGISTRATION#F-24236 (TEXAS) 729 CREEKVIEW LN. COLLEYVILLE, TX 76034 P:(214)574-0911 GPEC L L C . C O M -ADDITION- S1.1 FOUNDATION DETAILS UPUP C.S. C. S . C.S. C.S. C.S. C.S. C.S. C.S.C.S. C. S . C. S . C. S . HDU4 HDU4 HDU4 HDU4 EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE SCALE: 3/16" = 1'-0" 0 2 4 6 8 16 1ST FLOOR SHEARWALL PLAN1 S1.2 S1.2 1ST FLOOR SHEARWALL PLAN THE EXTERIOR WALLS SHALL BE CONTINUOUSLY SHEATHED WITH 3/8 APA RATED WITH MIN. 6D NAILS AT 6 EDGE/12 FIELD THIS PLAN WAS DESIGNED BASED ON A WINDSPEED OF: 115 MPH (Vult) 90 MPH EXPOSURE: B(Vasd) REFER TO S0.1 FOR HOLD DOWN SECTIONS PRIVATE RESIDENCE 2803 HIGHCREST DR. GRAPEVINE, TX REVISION 06-18-25 GPEC LLC GRAND PYRAMID ENGINEERING CONSULTANTS, LLC REGISTRATION#F-24236 (TEXAS) 729 CREEKVIEW LN. COLLEYVILLE, TX 76034 P:(214)574-0911 GPEC L L C . C O M -ADDITION- DN C.S. C.S. C.S. C.S. C. S . C.S. C. S . C. S . SIMPSON MSTC66 STRAP SIMPSON MSTC66 STRAP SIMPSON MSTC66 STRAP SIMPSON MSTC66 STRAP SIMPSON MSTC66 STRAP EXISTING STRUCTURE S1.3 2ND FLOOR SHEARWALL PLAN THE EXTERIOR WALLS SHALL BE CONTINUOUSLY SHEATHED WITH 3/8 APA RATED WITH MIN. 6D NAILS AT 6 EDGE/12 FIELD THIS PLAN WAS DESIGNED BASED ON A WINDSPEED OF: 115 MPH (Vult) 90 MPH EXPOSURE: B(Vasd) PRIVATE RESIDENCE 2803 HIGHCREST DR. GRAPEVINE, TX REVISION 06-18-25 GPEC LLC GRAND PYRAMID ENGINEERING CONSULTANTS, LLC REGISTRATION#F-24236 (TEXAS) 729 CREEKVIEW LN. COLLEYVILLE, TX 76034 P:(214)574-0911 GPEC L L C . C O M -ADDITION- 843210 SCALE: 1/4" = 1'-0" 2ND FLOOR SHEARWALL PLAN1 S1.3 REFER TO S0.1 FOR STRAP SECTIONS DN 3 THIS PLAN WAS DESIGNED BASED ON A WINDSPEED OF: 115 MPH (Vult) 90 MPH EXPOSURE: B(Vasd) THE WINDSPEED IN GENERAL NOTES AND TABLES ON S-000 SHEETS IS BASED ON Vasd ALL JOIST SHALL BE SYP #2 GRADE 2X6 SYP @ 24"O.C. U.N.O. ALL LOOSE LINTELS SHALL NOT BE FASTENED INTO HEADERS U.N.O ALL VERTICAL SUPPORT UNDER BEAMS SHALL BE 4-2X U.N.O. ALL VERTICAL SUPPORTS UNDER MANUFACTURED BEAMS SHALL BE 4-2X U.N.O. ALL INTERIOR HEADERS SHALL BE BUILT UP W/ 2X6 SYP NO. 2 U.N.O. ALL EXTERIOR HEADERS SHALL BE BUILT UP W/ 2X8 SYP NO. 2 U.N.O. ALL LVL LUMBER MECHANICAL PROPERTIES AS FOLLOWS: Fb=2600PSI, Fv=285 PSI AND E=2000KSI ALL GABLE WALLS AND RAKED WALLS THAT DO NOT HAVE A CEILING ARE TO BE CONTINUOUS FROM BOTTOM PLATE TO TOP PLATE. UP GIRDER TRUSS GI R D E R T R U S S G. T . 16" FLOOR TRUSSES @ 16"O.C. ALL HEADERS UNDER FLOOR SYSTEM ARE PER FLOOR SYSTEM MANUFACTURER 16" FLOOR TRUSSES @ 16"O.C. 16 " F L O O R T R U S S E S @ 1 6 " O . C . 14" FLOOR TRUSSES @ 16"O.C. TRUSS MANUFACTURER TO ACCOMMODATE 2" GYPCRETE IN THIS AREA EXISTING 2ND FLOOR SYSTEM EXISTING 2ND FLOOR SYSTEM EXISTING 2ND FLOOR SYSTEM PRESSURE TREATED 2x12'S @ 24"O.C. OPEN TO ABOVE (2)1.75x11.25 LVL 2.0E CONNECT BEAM TO POST W/ SIMPSON HUCQ412-SDS CONNECT BEAM TO POST W/ SIMPSON HUCQ210-SDS P. T . ( 2 ) 2 x 1 2 CON T I N U O U S SYP # 2 6 X 6 P O S T CO N T I N U O U S SYP # 2 6 X 6 P O S T STRAP BEAM HEADER TO STUD PACK BELOW W/ 2-CS16 STRAPS BEAM PER MANUFACTURER BE A M P E R MA N U F A C T U R E R S1.4 1ST FLOOR CEILING & 2ND FLOOR FRAMING PLAN PRIVATE RESIDENCE 2803 HIGHCREST DR. GRAPEVINE, TX REVISION 06-18-25 GPEC LLC GRAND PYRAMID ENGINEERING CONSULTANTS, LLC REGISTRATION#F-24236 (TEXAS) 729 CREEKVIEW LN. COLLEYVILLE, TX 76034 P:(214)574-0911 GPEC L L C . C O M -ADDITION- 843210 SCALE: 1/4" = 1'-0" 1st FLOOR CEILING/ 2ND FLOOR FRAMING PLAN1 S1.4 THIS PLAN WAS DESIGNED BASED ON A WINDSPEED OF: 115 MPH (Vult) 90 MPH EXPOSURE: B(Vasd) THE WINDSPEED IN GENERAL NOTES AND TABLES ON S-000 SHEETS IS BASED ON Vasd ALL JOIST SHALL BE SYP #2 GRADE 2X6 SYP @ 24"O.C. U.N.O. ALL LOOSE LINTELS SHALL NOT BE FASTENED INTO HEADERS U.N.O ALL VERTICAL SUPPORT UNDER BEAMS SHALL BE 4-2X U.N.O. ALL VERTICAL SUPPORTS UNDER MANUFACTURED BEAMS SHALL BE 4-2X U.N.O. ALL INTERIOR HEADERS SHALL BE BUILT UP W/ 2X6 SYP NO. 2 U.N.O. ALL EXTERIOR HEADERS SHALL BE BUILT UP W/ 2X8 SYP NO. 2 U.N.O. ALL LVL LUMBER MECHANICAL PROPERTIES AS FOLLOWS: Fb=2600PSI, Fv=285 PSI AND E=2000KSI ALL GABLE WALLS AND RAKED WALLS THAT DO NOT HAVE A CEILING ARE TO BE CONTINUOUS FROM BOTTOM PLATE TO TOP PLATE. * THIS DESIGN ASSUMES NO ATTIC STORAGE WITH 5/10 LOADING U.N.O. DN RAFTERS SUPPORTED BY EXISTING BEAM BELOW 2x8 LEDGER, ATTACH LEDGER TO EA. STUD W/ 5-10d NAILS AT EA STUD SLOPED CEILING SKYLIGHT SLOPED CEILING JOIST (2)1.75x11.87 LVL 2.0E 2-2x12 2- 2 x 1 2 SK Y L I G H T SK Y L I G H T 2- 2 x 1 2 2- 2 x 1 2 2-2x12 2- 2 x 1 2 SIMPSON HUS210-2 AT EA. END, TYP. SIMPSON HUS210-2 AT EA. END, TYP. 2-2x12 CONNECT BEAM TO POST W/ SIMPSON LCE4 AT EACH FACE CO N T I N U O U S SY P # 2 6 X 6 P O S T CONNECT BEAM TO POST W/ SIMPSON LCE4 AT EACH FACE STRAP BEAM HEADER TO STUD PACK BELOW W/ 2-CS16 STRAPS DEMO DEMO CO N T I N U O U S SY P # 2 6 X 6 P O S T 2-2x10 EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE S1.5 2ND FLOOR CEILING FRAMING PLAN PRIVATE RESIDENCE 2803 HIGHCREST DR. GRAPEVINE, TX REVISION 06-18-25 GPEC LLC GRAND PYRAMID ENGINEERING CONSULTANTS, LLC REGISTRATION#F-24236 (TEXAS) 729 CREEKVIEW LN. COLLEYVILLE, TX 76034 P:(214)574-0911 GPEC L L C . C O M -ADDITION- 843210 SCALE: 1/4" = 1'-0" 2ND FLOOR CEILING FRAMING PLAN3 S1.5 DN ALL RAFTERS SHALL BE #2 GRADE SYP 2X6'S @ 24"O.C. U.N.O. ALL HIPS AND VALLEYS SHALL BE #2 GRADE SYP 2X8 U.N.O. ALL RIDGES SHALL BE #2 GRADE SYP 2X8 U.N.O. ALL PURLIN AND T-BRACES SHALL BE #2 GRADE SYP 2X6 WITH SUPPLEMENTAL BRACE IN WEAK DIRECTION @ 4'O.C. VERTICALLY ALL VERTICAL SUPPORT UNDER BEAMS SHALL BE 4-2X U.N.O. ALL VERTICAL SUPPORTS UNDER ALL LVL LUMBER MECHANICAL PROPERTIES AS FOLLOWS: FB=2600PSI, FV=285 PSI AND E=2000KSI SPLICES SHALL OCCUR OVER SUPPORTS AND HAVE A 2'-0" OVERLAP AT EACH SIDE OF SUPPORT. PURLIN PU R L I N PU R L I N S.L.S.L. SK Y L I G H T SK Y L I G H T EXISTING ROOF RAFTERS SUPPORTED BY BEAM BELOW RAFTERS SUPPORTED BY WALL & BEAM BELOW PRIVATE RESIDENCE 2803 HIGHCREST DR. GRAPEVINE, TX REVISION 06-18-25 GPEC LLC GRAND PYRAMID ENGINEERING CONSULTANTS, LLC REGISTRATION#F-24236 (TEXAS) 729 CREEKVIEW LN. COLLEYVILLE, TX 76034 P:(214)574-0911 GPEC L L C . C O M -ADDITION- 843210 SCALE: 1/4" = 1'-0" ROOF FRAMING PLAN1 S1.6 S1.6 ROOF FRAMING PLAN SD SD SD SD SD NEW CONCRETE DRIVE - SAWCUT EXISTING DRIVE AND DEMOLISH. PREP SURFACE OF EXISTING DRIVE FOR NEW CONCRETE EXISTING DRIVE TO REMAIN A1.1 2 EXISTING GRAVEL PATH EXISTING STONE BORDER 16' - 9" 18 ' - 0 1 / 2 " ALIGN 1' - 6" 3' - 0 " ± P L A N T E R STONE PLANTER WALL PROVIDE WEEP HOLES AT 24" OC BRACING WALL CONNECTED TO BOTH SIDES OF PLANTER AT 36" OC COMPACTED SUBGRADE 3,000 PSI CONCRETE WITH # 3 BARS O.C.E.W. 6" BASE COMPACTED TO 95% STANDARD PROCTOR DENSITY STONE PERIMETER - STONE TO MATCH EXISTING REF PLAN 2" COMPACTED CONCRETE SETTING SAND FLAGSTONE WITH POLYMER SAND SWEPT INTO JOINTS EXISTING STONE AND GRAVEL PATH EXISTING STONE PATH BOARDER STONE BORDER TO MATCH EXISTING 36" TALL STONE PLANTER FLAGSTONE PATIO 3 A1.1 8' - 2 1 / 4 " 6' - 4 1/4" *FINAL SIZE AND SHAPE OF PATIO AND PLANTER TO BE COORDINATED WITH OWNER PRIOR TO CONSTRUCTION. 6" 3,600 PSI CONCRETE WITH #3 BARS AT 18" O.C.E.W. 6" BASE COMPACTED TO 95% STANDARD PROCTOR DENSITY T/ 2 Scale Date As indicated A1.1 ARCHITECTURAL SITE PLAN CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 1/8" = 1'-0"1 ARCHITECTURAL SITE PLAN 3/4" = 1'-0"3 Section Detail - PLANTER 3/8" = 1'-0"2 GARDEN SEATING AREA 3/4" = 1'-0"4 Section Detail - TYPICAL PAVING 1. 2. 3. 4. GENERAL NOTES CONTRACTOR SAW CUT EXISTING DRIVE PRIOR TO DEMOLITION. PROVIDE SMOOTH CONCRETE FACE FOR EXPANSION TO NEW CONCRETE. DOWEL EXISTING CONCRETE INTO NEW CONCRETE. FILL JOINT WITH JOINT SEALANT. CONTRACTOR TO HAUL AWAY ALL DEMOLISHED CONCRETE. STONE THAT MUST BE REMOVED PRIOR TO NEW WORK SHALL BE RETURNED TO THE OWNER. THE OWNER HAS THE RIGHT OF REFUSAL. IF THE OWNER REFUSES THE STONE THE CONTRACTOR SHALL DISPOSE OF THE STONE. CONTRACTOR TO REWORK SPRINKLER SYSTEM IF REQUIRED. No. Description Date 06/18/2025 DEMOLISH EXISTING WOOD DECK DEMOLISH EXISTING POST AND RAILS DEMOLISH SLAB AND PREP SURFACE FOR NEW SLAB - REF STRUCTURAL REMOVE BRICK AND SHEATHING FROM EXISTING WALL AND PREP SURFACE FOR NEW FINISH DEMOLISH EXISTING POST AND RAILS REMOVE BRICK AND SHEATHING FROM EXISTING WALL AND PREP SURFACE FOR NEW FINISH REMOVE BRICK AND SHEATHING FROM EXISTING WALL AND PREP SURFACE FOR NEW FINISH DEMOLISH EXISTING DOOR DEMOLISH EXISTING WINDOW DEMOLISH EXISTING WALL AND PREP SURFACE FOR NEW FINISH STUDY 103 CLST 102 CLST 105 PORCH 101 ENTRY 104 BATHROOM 107 LIVING 108 PANTRY 110 DEN 109 LAUNDRY 106 KITCHEN 112 DINING 111 BREAKFAST 113 PATIO 114 GARAGE 118 *SHORE EXISTING WALLS PRIOR TO DEMOLITION - REFERENCE STRUCTURAL DEMOLISH EXISTING STAIRS Scale Date 1/4" = 1'-0" A1.2 GROUND LEVEL - DEMOLITION PLAN CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 1/4" = 1'-0"1 GROUND LEVEL - DEMOLITION PLAN No. Description Date 06/18/2025 DEMOLISH ROOF DEMOLISH RAIL AND DECK DEMOLISH DOOR DEMOLISH DOOR AND PREP OPENING FOR NEW DOOR PREPARE OPENING IN EXISTING WALL FOR NEW WINDOW PER PLANS DEMOLISH WALL DEMOLISH WALL DEMOLISH WALL DEMOLISH WINDOW DEMOLISH ROOF CLST 204 HVAC 202 WATER HEATER 203 WC 205 LOFT 206 SHOWER 207 BATH 208 BEDROOM 212 BATH 211 CLST 210 BEDROOM 209 MASTER BEDROOM 201 DEMOLISH EXISTING FLOOR ASSEMBLY Scale Date 1/4" = 1'-0" A1.3 SECOND LEVEL - DEMOLITION PLAN CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 1/4" = 1'-0"1 SECOND LEVEL - DEMOLITION PLAN No. Description Date 06/18/2025 UP 2 1 A4.1 ____ 1 A4.2 ____ 4 A4.2 ____ 2 A4.1 ____ 1' - 6 " 2' - 0 " 14 ' - 0 " 15 ' - 8 " 3' - 4 " 2' - 0"2' - 0" 4' - 8" 2' - 0"26' - 11" 3' - 6 " 3' - 4 " 7' - 2 " 5' - 10"3' - 4"5' - 11 1/2" 2' - 2 1/2" EQ EQ EQ EQ E Q E Q 2' - 11"3' - 4"3' - 4" 2' - 0"9' - 9"1' - 0" 12' - 9" 35 ' - 0 " 37' - 7" LIVING 108 DINING 111 KITCHEN 112 BREAKFAST 113 PANTRY 110 DEN 109 LAUNDRY 106 STUDY 103 PATIO 115 SUN ROOM 120 STORAGE 119 CARPORT 121 GARAGE 118 ENTRY 104 BATHROOM 107 PATIO 114TORNADO SHELTER FINAL SIZE AND LOCATION BY MANUFACTURER BASIS OF DESIGN: LONE STAR SAFE ROOMS PORCH 101 CLST 102 CLST 105 MUD ROOM 116 EXISTING FRIDGE 1 A4.3 2 A4.3 TANKLESS WATER HEATER 1 A5.1 2 A5.1 3 A5.1 104 101 102 103 AA AA B A B A A 4 A5.1 TILE FLOORING TILE FLOORING ALIGN HVAC 122 122 3 A4.3 1' - 6 " 1' - 3" 7' - 10 3/4"4' - 0" HVAC UNIT STAMP AND STAIN CONCRETE DECK REPLACE EXISTING SINK SUPPLY LINES AND INSULATION RE F S C H E D U L E REF SCHEDULE RE F S C H E D U L E REF SCHEDULE DOOR TYPES TYPE 1 TYPE 2 6 PANEL DOOR FULL LITE DOOR RE F S C H E D U L E REF SCHEDULE TYPE 3 MURPHY DOOR PREMANUFACTURED DOOR BASIS OF DESIGN: MURPHYDOOR.COM Scale Date As indicated A2.1 GROUND LEVEL - FLOOR PLAN CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 1/4" = 1'-0"1 GROUND LEVEL - FLOOR PLAN Door Schedule Door Number Door Type Door Size Finish Comments 101 1 32" x 84" 102 1 32" x 84" 103 1 32" x 84" 104 2 32" x 84" 122 1 32" x 84" 201 1 32" x 84" 202 1 32" x 84" 203 3 34" x 84" 204 3 34" x 84" 205 1 34" x 84" SOLID CORE WOOD DOOR, DOOR SEAL KIT (ACOUSTICGEOMETRY .COM) 206 1 32" x 84" 207 1 32" x 84" 208 1 32" x 84" 209 1 32" x 84" 210 2 32" x 84" 1. 2. 3. 4. GENERAL NOTES: ALL INTERIOR WALLS ARE TYPE A UNLESS NOTED OTHERWISE. DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. CONTRACTOR TO REMOVE ALL EXISTING ATTIC INSULATION. PATCH AND FILL ANY HOLES AND REPLACE SEALANT AS NEEDED. PREPARE ATTIC TO RECEIVE NEW INSULATION. ALL SLAB ON GRADE SHALL BE FLOOR ASSEMBLY #1 U.N.O. PARTITION TYPES PARTITION TYPE A 1. 1/2" GYPSUM BOARD 2. 2x4 WOOD STUD 3. 1/2" GYPSUM BOARD PARTITION TYPE B 1. 1/2" GYPSUM BOARD 2. 2x4 WOOD STUD 3. SOUND ATTENUATION BATTS 4. 1/2" GYPSUM BOARD PARTITION TYPE C 1. 2 LAYERS: 5/8" GYPSUM SOUNDBREAK XP 2. 7/8" HAT CHANNEL ON NEOPRENE ISOLATION PADS 3. 2"x4" WOOD STUD 4. 3" ROCKWOOL SAFE 'N' SOUND 5. 1/2" AIR GAP 6. 5/8" GYPSUM SOUNDBREAK XP 7. 2"x4" WOOD STUD 8. 3" ROCKWOOL SAFE 'N' SOUND 9. 1/2" GYPSUM BOARD No. Description Date 06/18/2025 DN 1 A4.1 ____ 1 A4.2 ____ 4 A4.2 ____ 2 A4.1 ____ BEDROOM 209 BEDROOM 212 BATH 208 MASTER BEDROOM 201 CLST 204 LOFT 206 BATH 211 WORKROOM 215 MUSIC ROOM 216 CLST 217 BEDROOM 219 BATHROOM 220 ALL WALLS, CEILING, AND FLOOR IN ROOM TO HAVE ACOUSTICAL TREATMENT. PROVIDE ACOUSTIC FLOORING UNDERLAY (ACOUSTICGEOMETRY.COM) HORIZONTAL ASSEMBLIES TO BE FLOOR ASSEMBLY # 3 AND CEILING ASSEMBLY #2. ALL WALLS TO BE SIMILAR TO WALLS DETAILED IN 4/A5.1 OP E N T O LI V I N G NEW WINDOW 17 ' - 4 " 10 ' - 3 1 / 2 " BENCH 2' - 0"2' - 0" 4' - 8" 2' - 0"15' - 3"11' - 8" EQ EQ E Q E Q EQ EQ 2' - 0 " 3' - 6 " 13 ' - 0 " 7' - 9 " 8' - 9 " 35 ' - 0 " 1' - 6 " 4' - 6 " 37' - 7" 12' - 0 3/4"4' - 8 1/2"4' - 6"12' - 2 1/4"3' - 4 1/2"0' - 9 1/4" WATER HEATER 203 HVAC 202 WC 205 SHOWER 207 CLST 210 DECK 213 CLST 214 HVAC 218 WC 216 REVISE ROOF SLOPE 35' - 5" 4' - 11"3' - 4"24' - 2"3' - 0" 0' - 9 1/4"9' - 9 1/2"0' - 4 1/2"12' - 1 1/2"6' - 4 1/2"5' - 11 3/4" 1' - 6 " 20 ' - 0 " 6' - 6 1 / 2 " 6' - 5 1 / 2 " 1 A4.3 2 A4.3 A6.1 35 A6.1 7 2 4 A6.1 810 9 6 209 208 207 206 203 204 210 201 202 1 A5.1 2 A5.1 3 A5.1 0' - 0 1/2" 0' - 0 1 / 2 " 0' - 0 1/2" 205 A A C C A A A B A B A A A A A7.2 3 4 A5.1 WOOD GUARD WOOD HANDRAIL - REVISE AS NEEDED TILE FLOORING CARPET FLOORING WOOD LAMINATE FLOORING SCHLUTER DITRA CONTINUOUS THROUGHOUT AREAS WITH TILE ON SECOND LEVEL 3 9' - 3 1/2" 3 A4.3 2' - 0 " B B B B C C C CC C STAMP AND STAIN CONCRETE DECK WOOD LAMINATE FLOORING WOOD LAMINATE FLOORING WOOD LAMINATE FLOORING ROBE HOOKS 3' - 0" WINDOW TYPES TYPE A TYPE B 1' - 0 " 6' - 0 " 2' - 0" 1' - 0 " 6' - 0 " 3' - 0" TYPE C 3' - 0 " 4' - 0 " TYPE D 2' - 0" 4' - 0 " SKYLIGHT WITH INTEGRAL POWERED SHADE TYPE E 10" TUBULAR SKYLIGHT Scale Date As indicated A2.2 SECOND LEVEL - FLOOR PLAN CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 1/4" = 1'-0"2 SECOND LEVEL - FLOOR PLAN 1. 2. 3. 4. 5. GENERAL NOTES: ALL INTERIOR WALLS ARE TYPE A UNLESS NOTED OTHERWISE. DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. CONTRACTOR TO REMOVE ALL EXISTING ATTIC INSULATION. PATCH AND FILL ANY HOLES AND REPLACE SEALANT AS NEEDED. PREPARE ATTIC TO RECEIVE NEW INSULATION. CONTRACTOR TO PROVIDE BLOCKING FOR TOILET ACCESSORIES. ALL SECOND LEVEL FLOOR ASSEMBLIES SHALL BE FLOOR ASSEMBLY #2 U.N.O. No. Description Date 06/18/2025 1 A4.1 ____ 1 A4.2 ____ 4 A4.2 ____ 2 A4.1 ____ 1 A4.3 2 A4.3 WINDOW TYPE E WINDOW TYPE D WINDOW TYPE D EXISTING ROOF 2 8 8 8 1 A5.1 2 A5.1 3 A5.1 POWERED ATTIC EXHAUST FAN POWERED ATTIC EXHAUST FAN A7.3 1 1/4" = 1'-0"1 Roof Plan Scale Date 1/4" = 1'-0" A2.3 ROOF PLAN CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 1. 2. 3. 4. 5. GENERAL NOTES: CONTRACTOR TO REMOVE EXISTING ROOF SHINGLES AND UNDERLAYMENT. PROVIDE NEW SELF-ADHERED ROOFING UNDERLAYMENT CONTINUOUS OVER ROOF DECK. BASIS OF DESIGN: GRACE VYCOR SELECT PROVIDE POLYMER MODIFIED HIGH IMPACT RATED ASPHALT SHINGLE CONTINUOUS OVER ROOF DECK. CONTRACTOR TO PROVIDE A MINIMUM OF 7.5 SF OF ATTIC VENTILATION. PROVIDE GUTTER CONTINUOUS AROUND ROOF. PROFILE TO MATCH EXISTING. No. Description Date 06/18/2025 SD SD STUDY 103 CLST 102 CLST 105 PORCH 101 DEN 109 BATHROOM 107 LAUNDRY 106 LIVING 108 PANTRY 110 BREAKFAST 113 KITCHEN 112 DINING 111 PATIO 114 MUD ROOM 116 PATIO 115 SUN ROOM 120 STORAGE 119 GARAGE 118CARPORT 121 3' - 0"6' - 4 1/2"3' - 0" EQ EQ EQ EQ PAINTED WOOD PLANK SOFFIT PAINTED WOOD PLANK SOFFIT EQ EQ 3' - 0"6' - 6 3/4"3' - 0" EQ EQ 2' - 0 3/4"3' - 5"3' - 5"2' - 0 3/4" CROWN MOLDING 1/4" = 1'-0"1 GROUND LEVEL - REFLECTED CEILING PLAN Scale Date 1/4" = 1'-0" A3.1 GROUND LEVEL - REFLECTED CEILING PLAN CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 No. Description Date 06/18/2025 SD SD SD TUBULAR SKYLIGHT CLST 204BATH 208 LOFT 206 HVAC 202 WATER HEATER 203 WC 205 SHOWER 207 BEDROOM 212 BATH 211 CLST 210 BEDROOM 209 DECK 213 WORKROOM 215 MUSIC ROOM 216 WC 216 BATHROOM 220 BEDROOM 219 HVAC 218 CLST 217 CLST 214 MASTER BEDROOM 201 4. 5 SKY LIGHT SKY LIGHT 1' - 9 " 3' - 0 " 5 ' - 2 1 / 4 " 4' - 8 1 / 4 " 3 ' - 0 " 1 ' - 9 " 2' - 4 1/2"2' - 4"1' - 9"1' - 6"5' - 3 1/2"1' - 6"1' - 9" EQ EQ EQ EQ EQ EQ 6' - 2"7' - 0"3' - 0" 3' - 9 1/2"2' - 0"2' - 0"2' - 0"5' - 7 3/4"2' - 0"2' - 0"2' - 0"3' - 9 1/4" 4' - 2 " 4' - 7 " 1 ' - 6 1 / 4 " EQEQ EQ PAINTED WOOD SOFFIT TO MATCH EXISTING CROWN MOLDING - TYPICAL CROWN MOLDING CROWN MOLDING DIMMABLE LED TAPE LIGHT CROWN MOLDING CROWN MOLDING 11' - 9 1/2" 3' - 9 " SMOKE DETECTOR - TYPICAL EQEQ 4' - 0 " 8' - 1 0 3 / 4 " 4' - 0 " 2' - 0"4' - 0 1/2"4' - 0 1/2"2' - 0" 6" X 16" SOFFIT VENT - TYPICAL TRAY CEILING 9'-0" AFF 8'-0" AFF VAULTED CEILING EQEQEQ EQ WATERFALL SHOWER HEAD EXHAUST FAN AND LIGHT BULB HEATER FINAL SELECTION BY OWNER EXHAUST FAN Scale Date 1/4" = 1'-0" A3.2 SECOND LEVEL - REFLECTED CEILING PLAN CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 1/4" = 1'-0"1 SECOND LEVEL - REFLECTED CEILING PLAN No. Description Date 06/18/2025 GROUND LEVEL0' - 0" EXISTING SECOND LEVEL9' - 0" 2 A4.3 3 A5.1 SECOND LEVEL9' - 4 3/8" GROUND LEVEL 0' - 0" EXISTING SECOND LEVEL9' - 0" 1 A4.3 1 A5.1 2 A5.1 SECOND LEVEL9' - 4 3/8" Scale Date 1/4" = 1'-0" A4.1 EXTERIOR ELEVATIONS CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 1/4" = 1'-0"1 PLAN EAST ELEVATION 1/4" = 1'-0"2 PLAN SOUTH ELEVATION EXTERIOR FINISH SCHEDULE: MODULAR FACE BRICK: DIMENSIONS: 3 5/8" WIDE X 2 1/4" TALL X 7 5/8" LONG COLOR: TBD SHIP LAP WOOD SIDING: DIMENSIONS: MATCH EXISTING PAINT: TBD 1. GENERAL NOTES: ALL EXISTING WOOD SIDING TO BE PAINTED TO MATCH NEW SIDING. CONTRACTOR TO REMOVE ANY CHIPPED OR PEALING PAINT, REPLACE SEALANT, AND PREP SURFACE FOR NEW PRIMER AND PAINT. No. Description Date 06/18/2025 GROUND LEVEL 0' - 0" EXISTING SECOND LEVEL9' - 0" 2 A4.33 A5.1 SOLDIER COURSE WITH EVERY 3RD COURSE CANTED TO MATCH EXISTING TANKLESS HOT WATER HEATER MODULAR FACE BRICK: 1/4 RUNNING BOND TO MATCH EXISTING PAINTED WOOD LAP SIDING TO MATCH EXISTING PAINTED STEEL GUARDRAIL EXISTING BRICK EXISTING WOOD LAP SIDING SECOND LEVEL9' - 4 3/8" GROUND LEVEL0' - 0" EXISTING SECOND LEVEL9' - 0" 1 A4.3 1 A5.1 2 A5.1 SOLDIER COURSE WITH EVERY 3RD COURSE CANTED TO MATCH EXISTING MODULAR FACE BRICK: 1/4 RUNNING BOND TO MATCH EXISTING PAINTED WOOD LAP SIDING TO MATCH EXISTING EXISTING BRICKEXISTING WOOD LAP SIDING SECOND LEVEL9' - 4 3/8" 0' - 4" MI N I M U M 3' - 0 " SPACE PER MANUFACTURER *FACTORY FINISHED STEEL RAIL 0' - 4" MI N I M U M 3' - 0 " SPACE PER MANUFACTURER WOOD HANDRAIL PROFILE: 6210 1"X1" BALUSTER SPACED 4" OC 4"X4" WOOD POST FINIAL POST CAP: SPADE TOP * STAINED TO MATCH EXISTING Scale Date As indicated A4.2 EXTERIOR ELEVATIONS CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 1/4" = 1'-0"1 PLAN WEST ELEVATION 1/4" = 1'-0"4 PLAN NORTH ELEVATION 3/4" = 1'-0"2 TYPICAL BALCONY GUARDRAIL 3/4" = 1'-0"3 TYPICAL INTERIOR GUARDRAIL No. Description Date 06/18/2025 GROUND LEVEL0' - 0" EXISTING SECOND LEVEL9' - 0" 2 A4.3 WORKROOM 215 CLST 217 GARAGE 118 STORAGE 119 SUN ROOM 120 3 A5.1 A7.2 1 SECOND LEVEL9' - 4 3/8" GROUND LEVEL 0' - 0" EXISTING SECOND LEVEL9' - 0" 1 A4.3 BEDROOM 219 WORKROOM 215 SUN ROOM 120 MUD ROOM 116 A7.2 2 A7.2 2 SECOND LEVEL9' - 4 3/8" GROUND LEVEL0' - 0" EXISTING SECOND LEVEL9' - 0" SECOND LEVEL 9' - 4 3/8" FI E L D V E R I F Y 15 E Q R I S E R S W I T H A M A X I M U M 7 3 / 4 " R I S E = 9 ' - 4 1 / 2 " ± 6' - 8 " INTERIOR GUARDRAIL HANDRAIL TO MATCH GUARDRAIL ON BOTH SIDES OF STAIRS STAINED WOOD STAIRS 3' - 0 " A7.3 4 A7.3 5 1/4" = 1'-0"1 EAST/WEST BUILDING SECTION 1/4" = 1'-0"2 NORTH/SOUTH BUILDING SECTION Scale Date As indicated A4.3 BUILDING SECTIONS CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 3/8" = 1'-0"3 STAIR SECTION No. Description Date 06/18/2025 GROUND LEVEL0' - 0" EXISTING SECOND LEVEL9' - 0" WALL ASSEMBLY #1 WALL ASSEMBLY #2 BALCONY ASSEMBLY #1 A7.3 2 A7.3 3 SECOND LEVEL9' - 4 3/8" GROUND LEVEL0' - 0" EXISTING SECOND LEVEL9' - 0" A7.1 7 A7.1 3 A7.1 4 A7.1 1 A7.1 2 SECOND LEVEL 9' - 4 3/8" GROUND LEVEL0' - 0" EXISTING SECOND LEVEL9' - 0" A7.1 7 SECOND LEVEL9' - 4 3/8" EXISTING SECOND LEVEL 9' - 0" A7.2 4 A7.2 5 SECOND LEVEL 9' - 4 3/8" Scale Date 1/2" = 1'-0" A5.1 WALL SECTIONS CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 1/2" = 1'-0"1 WALL SECTION 1/2" = 1'-0"2 WALL SECTION 1/2" = 1'-0"3 WALL SECTION 1/2" = 1'-0"4 Section 4 WALL ASSEMBLIES WALL ASSEMBLY #1 1. WOOD LAP SIDING - MATCH EXISTING 2. AIR BARRIER 3. 1/2" EXTERIOR SHEATHING - REF STRUCTURAL 4. WOOD STUD - REF STRUCTURAL 5. BATT INSULATION - R-13 6. 1/2" GYPSUM BOARD WALL ASSEMBLY#2 1. NOMINAL FACE BRICK - MATCH EXISTING 2. AIR GAP 3. AIR BARRIER 4. 1/2" EXTERIOR SHEATHING - REF STRUCTURAL 5. WOOD STUD - REF STRUCTURAL 6. BATT INSULATION - R-13 7. 1/2" GYPSUM BOARD CEILING ASSEMBLIES CEILING ASSEMBLY #1 1. 1/2" GYPSUM BOARD 2. 2x CEILING JOIST - REF STRUCTURAL 3. INSULATION - R-49 EXTERIOR ASSEMBLY #2 1. 2 LAYERS: 5/8" GYPSUM SOUNDBREAK XP 2. 2"x6" CEILING JOISTS 3. 6" ROCKWOOL SAFE 'N' SOUND 4. 1/2" AIR GAP 5. 5/8" GYPSUM SOUNDBREAK XP 6. 2x CEILING JOIST - REF STRUCTURAL 7. INSULATION - R-49 FLOOR ASSEMBLIES FLOOR ASSEMBLY #1 1. CONCRETE SLAB-ON-GRADE - REF STRUCTURAL 2. UNDERSLAB VAPOR BARRIER FLOOR ASSEMBLY #2 1. SUB-FLOOR - REF STRUCTURAL 2. JOIST ASSEMBLY - REF STRUCTURAL 3. PROVIDE BATT INSULATION OVER UNCONDITIONED SPACE 4. 1/2" GYPSUM BOARD - 5/8" TYPE X GYPSUM BOARD ABOVE GARAGE FLOOR ASSEMBLY #3 1. 2" GYPCRETE TOPPING SLAB 2. 1/4" MAXXON ACOUSTI-MAT 2. JOIST ASSEMBLY - REF STRUCTURAL 3. 6" ROCKWOOL SAFE 'N' SOUND 4. 5/8" TYPE X GYPSUM BOARD ABOVE GARAGE BALCONY ASSEMBLIES BALCONY ASSEMBLY #1 1. 1-1/2" LIGHTWEIGHT CONCRETE TOPPING SLAB 2. 1/4" DRAINAGE MAT 3. 60 MIL SELF ADHERED SHEET WATERPROOFING 4. PLYWOOD SUB-FLOOR - REF STRUCTURAL 5. WOOD FLOOR JOISTS - REF STRUCTURAL 6. SOFFIT PANEL No. Description Date 06/18/2025 1 A4.3 CLOSET SHELF AND ROD 4' - 4"3' - 0" 3' - 6 " 3' - 6 " 7' - 0 " CLOSET SHELF AND ROD BUILT IN SHELVES 3' - 0"3' - 0" 7' - 0 " HAMPER WITH SHELVES ABOVE 4 A5.1 1 A4.3 CLOSET SHELF AND ROD 7' - 0 " 7' - 2 1/4"QUARTZ COUNTERTOP CLOSET SHELF AND ROD 3 A5.1 3/8" MIN GLASS DOOR AND ENCLOSURE 1' - 9"2' - 6"1' - 9" 6' - 7 3 / 4 " SHOWER CURB WITH TILE ON ALL EXPOSED FACES 2' - 7 " 2' - 0"2' - 6"1' - 9" 1' - 9"2' - 6"2' - 0" 12' - 6" LIGHT FIXTURE - SELECTION BY OWNER TILE - SELECTION BY OWNER QUARTZ COUNTERTOP - SELECTION BY OWNER MIRROR - SELECTION BY OWNER 2' - 2 1/2" BUILT IN BENCH WITH QUARTZ SURFACE BUILT IN NICHE FULL HEIGHT TILE - SELECTION BY OWNER 1' - 1 3 / 4 " 2' - 0 " 1 ' - 0 " 4 A5.1 WATERFALL SHOWER HEAD CONTROL REFER TO CEILING PLAN FOR SHOWER HEAD LOCATION BUILT IN BENCH WITH QUARTZ SURFACE BUILT IN NICHE FULL HEIGHT TILE - SELECTION BY OWNER 1' - 0 " 2' - 0 " 1' - 1 3 / 4 " 3 A7.4 4 A7.4 3' - 0" BUILT IN BENCH WITH QUARTZ SURFACE BUILT IN NICHE FULL HEIGHT TILE - SELECTION BY OWNER 1' - 0 " 2' - 0 " 1' - 1 3 / 4 " Scale Date 1/2" = 1'-0" A6.1 INTERIOR ELEVATIONS CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 1/2" = 1'-0"2 CLOSET - NORTH 1/2" = 1'-0"3 CLOSET - EAST 1/2" = 1'-0"4 CLOSET - SOUTH 1/2" = 1'-0"5 CLOSET - WEST 1/2" = 1'-0"6 BATHROOM - NORTH 1/2" = 1'-0"7 BATHROOM - SOUTH 1/2" = 1'-0"8 SHOWER - EAST 1/2" = 1'-0"9 SHOWER - NORTH 1/2" = 1'-0"10 SHOWER - WEST No. Description Date 06/18/2025 CAST IN PLACE CONCRETE SLAB - REFER TO STRUCTURAL SEALANT CANT PREFORMED STAINLESS STEEL DRIP EDGE CONTINUOUS ALONG BRICK LEDGE SET IN TWO CONTINUOUS BEADS OF NON CURING BUYTL SEALANT FLEXIBLE FLASHING - EXTEND TO FACE OF BRICK FULL HEAD WEEP VENT AT 24" O.C. CAVITY DRAINAGE MATERIAL AIR BARRIER SILL GASKET 2x PRESSURE TREATED STUD FRAMING 1/2" EXTERIOR SHEATHING - REF STRUCTURAL 2x WOOD STUD FRAMING - REF STRUCTURAL BATT INSULATION AS SCHEDULED 1/2" GYPSUM BOARD BRICK AS SCHEDULED TERMINATION BAR WITH CONTINUOUS SEALANT JOINT AIR BARRIER 1/2" EXTERIOR SHEATHING - REF STRUCTURAL METAL FLASHING WITH HEMMED EDGE SET IN SEALANT BATT INSULATION AS SCHEDULED 1/2" GYPSUM BOARD BRICK AS SCHEDULED FULL HEAD WEEP VENT AT 24" O.C. 15° SLOPE FLEXIBLE FLASHING CONTINUOUS ALONG SILL WINDOW SILL AS SCHEDULED BLOCKING AS NEEDED WOOD STOOL TRIM SEALANT SEALANT MASONRY ROWLOCK SLOPED AT WINDOW SILL WINDOW FLANGE SET IN SEALANT. PROVIDE 2" GAPS AT SILL 12" OC A MINIMUM OF 4" FROM CORNER FLEXIBLE FLASHING WRAPPED 6" MINIMUM UP EACH JAMB 2x WOOD STUD FRAMING - REF STRUCTURAL AIR BARRIER 1/2" EXTERIOR SHEATHING - REF STRUCTURAL SS FLASHING WITH HEMMED EDGE SET IN SEALANT BATT INSULATION AS SCHEDULED 1/2" GYPSUM BOARD BRICK AS SCHEDULED FULL HEAD WEEP VENT AT 24" O.C. FLEXIBLE FLASHING WINDOW HEAD AS SCHEDULED 2x DOUBLE TOP PLATE - REF STRUCTURAL SEALANT MASONRY SOLDIER COURSE WITH ALTERNATING SLOPED BRICK - AS SCHEDULED FLEXIBLE FLASHING FILL ROUGH OPENING WITH EXPANDING FOAM SEALANT SIDING AS SCHEDULED PAINTED STEEL LOOSE LINTEL - REF STRUCTURAL SEALANT WINDOW FLANGE SET IN SEALANT CONTINUOUS AROUND HEAD AND JAMB DRIP EDGE 2x HEADER - REF STRUCTURAL AIR BARRIER 1/2" EXTERIOR SHEATHING - REF STRUCTURAL BATT INSULATION AS SCHEDULED 1/2" GYPSUM BOARD FLEXIBLE FLASHING CONTINUOUS ALONG SILL WINDOW SILL AS SCHEDULED BLOCKING AS NEEDED WOOD STOOL TRIM SEALANT SEALANT FLEXIBLE FLASHING WRAPPED 6" MINIMUM UP EACH JAMB 2x WOOD STUD FRAMING - REF STRUCTURAL WINDOW FLANGE SET IN SEALANT. PROVIDE 2" GAPS AT SILL 12" OC A MINIMUM OF 4" FROM CORNER SS METAL DRIP EDGE WITH HEMMED EDGE SET IN SEALANT AIR BARRIER 1/2" EXTERIOR SHEATHING - REF STRUCTURAL BATT INSULATION AS SCHEDULED 1/2" GYPSUM BOARD BRICK AS SCHEDULED SEALANT AND BACKER ROD SEALANT WINDOW FLANGE SET IN SEALANT. PROVIDE 2" GAPS AT SILL 12" OC A MINIMUM OF 4" FROM CORNER FLEXIBLE FLASHING WRAPPED 6" MINIMUM UP EACH JAMB 2x WOOD STUD FRAMING - REF STRUCTURAL FILL ROUGH OPENING WITH EXPANDING FOAM SEALANT WINDOW JAMB AS SCHEDULED AIR BARRIER 1/2" EXTERIOR SHEATHING - REF STRUCTURAL BATT INSULATION AS SCHEDULED 1/2" GYPSUM BOARD WOOD SIDING AS SCHEDULED SEALANT AND BACKER ROD SEALANT WINDOW FLANGE SET IN SEALANT. PROVIDE 2" GAPS AT SILL 12" OC A MINIMUM OF 4" FROM CORNER FLASHING TAPE 2x WOOD STUD FRAMING - REF STRUCTURAL FILL ROUGH OPENING WITH EXPANDING FOAM SEALANT WINDOW JAMB AS SCHEDULED WINDOW TRIM TO MATCH EXISTING SOFFIT PANEL WINDOW HEAD AS SCHEDULED 2x DOUBLE TOP PLATE - REF STRUCTURAL GUTTER PROFILE TO MATCH EXISTING ASPHALT SHINGLE ROOF TO MATCH EXISTING FLASHING TAPE FILL ROUGH OPENING WITH EXPANDING FOAM SEALANT SEALANT WINDOW FLANGE SET IN SEALANT CONTINUOUS AROUND HEAD AND JAMB SHEET APPLIED SELF ADHERING ROOF UNDERLAYMENT AS SCHEDULED 2x HEADER - REF STRUCTURAL MATCH EXISTING ELEVATION MA T C H E X I S T I N G SOFFIT VENT AIR GAP Scale Date 3" = 1'-0" A7.1 SECTION DETAILS CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 3" = 1'-0"1 Section Detail - BRICK LEDGE 3" = 1'-0"2 Section Detail - WINDOW SILL BRICK 3" = 1'-0"3 Section Detail - WINDOW HEAD/LEVEL BRICK 3" = 1'-0"4 Section Detail - WINDOW SILL WOOD SIDING 3" = 1'-0"5 Section Detail - WINDOW JAMB BRICK 3" = 1'-0"6 Section Detail - WINDOW JAMB WOOD SIDING 3" = 1'-0"7 Section Detail - WINDOW HEAD/ROOF WOOD SIDING No. Description Date 06/18/2025 2x DOUBLE BLOCKING ASPHALT SHINGLE ROOF SKYLIGHT SADDLE FLASHING GYPSUM BOARD 2x DOUBLE BLOCKING SKYLIGHT INSULATION AS SCHEDULED STEP FLASHING GYPSUM BOARD 0' - 0 1 / 2 " GYPSUM SOUNDBREAK XP 2 LAYERS: GYPSUM SOUNDBREAK XP HAT CHANNEL NEOPRENE ISOLATION PAD ROCKWOOL SAFE 'N' SOUND 2X4 STUD WALL ISOLATED FROM STRUCTURAL PARTITION 3/4" VENEER PLYWOOD PAINTED DOOR AS SCHEDULED BOOKCASE DOOR 0' - 0 1 / 2 " CEILING JOISTS FULL FILL INSULATION GYPSUM SOUNDBREAK XP 2 LAYERS: GYPSUM SOUNDBREAK XP ACOUSTICAL SEALANT ACOUSTICAL SEALANT HAT CHANNEL NEOPRENE ISOLATION PAD CEILING JOISTS ISOLATED FROM CEILING JOISTS ROCKWOOL SAFE 'N' SOUND ROCKWOOL SAFE 'N' SOUND CEILING JOISTS 2X4 STUD WALL ISOLATED FROM STRUCTURAL PARTITION 0' - 0 1/2" AIR GAP FLOOR JOISTS FULL FILL INSULATION SILL PLATE GYPSUM SOUNDBREAK XP 2 LAYERS: GYPSUM SOUNDBREAK XP 1/8" SOUND CONTROL MAT 1" GYPSUM CONCRETE TOPPING PERIMETER ISOLATION STRIP ACOUSTICAL SEALANT HAT CHANNEL NEOPRENE ISOLATION PAD NEOPRENE ISOLATION PAD NEOPRENE ISOLATION WASHER Scale Date 3" = 1'-0" A7.2 SECTION DETAILS CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 3" = 1'-0"1 Section Detail - SKYLIGHT HEAD AND SILL 3" = 1'-0"2 Section Detail - SKYLIGHT JAMB 3" = 1'-0"3 Plan Detail - SOUND ROOM JAMB 3" = 1'-0"5 Section Detail - SOUND ROOM HEAD 3" = 1'-0"4 Section Detail - SOUND ROOM SILL No. Description Date 06/18/2025 2x DOUBLE RAFTER ASPHALT SHINGLE ROOF TO MATCH EXISTING SOLAR TUBE INSULATION AS SCHEDULED UNDERLAYMENT SILL PAN WITH BACK AND END DAMS SET IN SEALANT AIR BARRIER 1X PAINTED WOOD SIDING SOFFIT VENT PAINTED WOOD SOFFIT PANEL EXTERIOR SHEATHING 60 MIL ADHERED WATERPROOFING MEMBRANE 1 1/2" TOPPING SLAB SS FLASHING LOOSE LINTEL BRICK MOLDING SEALANT FLASHING SET IN SEALANT SPACER DRIP EDGE AIR BARRIER 1X PAINTED WOOD SIDING ALUMINUM 'T' BAR SOFFIT VENT PAINTED WOOD SOFFIT PANEL BEAM - REF STRUCTURAL 60 MIL ADHERED WATERPROOFING MEMBRANE COVER BOLTS AND EMBED IN SEALANT 1 1/2" TOPPING SLAB EMBED STEEL GUARDRAIL SELECT GRADE RED OAK STAIR TREAD AND RISER STAIN COLOR TBD PLYWOOD SUBFLOOR - REF STRUCTURAL 2X BLOCKING - PER STRUCTURAL ENGINEER 7 3 / 4 " M A X FLOORING AS SCHEDULED 0' - 11"0' - 1" SELECT GRADE RED OAK STAIR TREAD AND RISER STAIN COLOR TBD PLYWOOD SUBFLOOR - REF STRUCTURAL 2X BLOCKING - PER STRUCTURAL ENGINEER BATT INSULATION 0' - 11"0' - 1" 7 3 / 4 " M A X Scale Date As indicated A7.3 SECTION DETAILS CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 1 1/2" = 1'-0"1 Section Detail - TUBULAR SKYLIGHT 3" = 1'-0"2 Section Detail - BALCONY AT DOOR SILL 3" = 1'-0"3 Section Detail - BALCONY FASCIA 1 1/2" = 1'-0"4 Section Detail - STAIR BASE 1 1/2" = 1'-0"5 Section Detail - STAIR TOP No. Description Date 06/18/2025 PRE-SLOPED KERDI SHOWER TRAY KERDI-BOARD CURB KERDI-BAND WITH KERDI-KERECK PRE-FORMED CORNERS SILICONE SEALANT AT ALL CORNER JOINTS TILE AS SCHEDULED SCHLUTER-JOLLY GLASS SHOWER ENCLOSURE SCHLUTER DITRA TILE AS SCHEDULED PRE-SLOPED KERDI SHOWER TRAY KERDI-BOARD KERDI-BAND WITH KERDI-KERECK PRE-FORMED CORNERS SILICONE SEALANT AT ALL CORNER JOINTS TILE AS SCHEDULED PRE-SLOPED KERDI SHOWER TRAY KERDI-BOARD KERDI-BAND WITH KERDI-KERECK PRE-FORMED CORNERS SILICONE SEALANT AT ALL CORNER JOINTS TILE AS SCHEDULED 1' - 3" 0' - 0 1 / 2 " RE F E L E V A T I O N QUARTZ SHOWER BENCH HSS 3 1/2" X 1 1/2" X 1/4" TUBE STEEL WELDED TO STEEL PLATE FASTENED TO STRUCTURE ON EACH SIDE OF THE BENCH. PROVIDE DOUBLE STUDS WHERE PLATE IS SECURED. KERDI-BOARD KERDI-BAND WITH KERDI-KERECK PRE-FORMED CORNERS SILICONE SEALANT AT ALL CORNER JOINTS TILE AS SCHEDULED 0' - 1" QUARTZ DOUBLE 2"X4" STUD DOUBLE 2"X6" STUD Scale Date 3" = 1'-0" A7.4 BATHROOM DETAILS CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 3" = 1'-0"1 Section Detail - SHOWER CURB 3" = 1'-0"2 Section Detail - SHOWER WALL 3" = 1'-0"3 Section Detail - SHOWER SEAT 3" = 1'-0"4 Section Detail - SHOWER NICHE No. Description Date 06/18/2025 UP 2 20 AMP GFCI DEDICATED CIRCUIT 20 AMP GFCI DEDICATED CIRCUIT - HOT WATER HEATER NEW ELECTRICAL PANEL EXISTING ELECTRICAL PANEL ELECTRICAL SERVICE CONNECTION RELOCATED SPRINKLER CONTROL 20 AMP GFCI DEDICATED HVAC CIRCUIT HVAC DISCONNECT Scale Date 1/4" = 1'-0" E1.1 GROUND LEVEL - ELECTRICAL PLAN CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 1/4" = 1'-0"1 GROUND LEVEL - ELECTRICAL PLAN No. Description Date 06/18/2025 DN DD 2 2 2 40 AMP DEDICATED POINT OF USE OUTLET FOR POINT OF USE HOT WATER HEATER ABOVE COUNTER OUTLET BELOW COUNTER GFCI OUTLET TV OUTLET 48" AFF HVAC OUTLET - 20 AMP DEDICATED ALL OUTLETS IN THIS ROOM ON A SINGLE CIRCUIT 20 AMP GFCI DEDICATED CIRCUIT Scale Date 1/4" = 1'-0" E1.2 SECOND LEVEL - ELECTRICAL PLAN CH R I S T A S L A D D E N 28 0 3 H I G H C R E S T D R I V E GR A P E V I N E , T X 7 6 0 5 1 06/18/2025 1/4" = 1'-0"1 SECOND LEVEL - ELECTRICAL PLAN No. Description Date 06/18/2025 CP #51 3/8"IR MISC 3" PVC DISC SENTRICON MISC POWER CONTROL CONSOLE FF EL=604.11' concrete concrete concrete rock walkway gravelwood retaining wall rock retaining wall wood retaining wall wood retaining wall wood retaining wall wood retaining wall House wo o d b o a r d f e n c e wo o d b o a r d f e n c e wood board fence 12,500 square feet (0.2870 acres) John M. and wife Christa C. Sladden Volume 9145, Page 467 D.R.T.C.T. Lot 24, Block 3 Western Oaks Volume 388-204, Page 91 P.R.T.C.T. N0 0 ° 3 8 ' 0 9 " E 1 4 8 . 2 5 ' S89°21'51"E 84.32' S0 0 ° 3 8 ' 0 9 " W 1 4 8 . 2 5 ' N89°21'47"W 84.32' Lot 25, Block 3 Western Oaks Volume 388-204, Page 91 P.R.T.C.T. Lot 23, Block 3 Western Oaks Volume 388-204, Page 91 P.R.T.C.T. Lot 22, Block 3 Western Oaks Volume 388-204, Page 91 P.R.T.C.T. Lot 21, Block 3 Western Oaks Volume 388-204, Page 91 P.R.T.C.T. S89°21'47"E 84.31' N0 1 ° 2 5 ' 0 7 " W 5 0 . 0 3 ' 40' building line 10'x10' T.P. & L. Easement Volume 388-204, Page 91 P.R.T.C.T. 10' Utility Easement Volume 388-204, Page 91 P.R.T.C.T. 604 60 4 603 60 3 60 2 60 1 603.85 603.86 GR603.61 GR603.61 GR603.61 GR603.61 603.95 GR604.11 604.11 603.96 604.09 604.11 604.09 604.11 603.50 CAUTION: UNDERGROUND ELECTRIC TO BE RELOCATED. CONTACT LOCAL UTILITY PROVIDER CAUTION: UNDERGROUND ELECTRIC TO BE RELOCATED. CONTACT LOCAL UTILITY PROVIDER EXISTING RESIDENCE 2803 HIGHCREST DRIVE F.F. = 604.11 EXISTING RESIDENCE ADDITION 2803 HIGHCREST DRIVE F.F. = 604.11 EXISTING TREES LOCATED IN ADDITION AND PATIO TO BE REMOVED AS DIRECTED BY OWNER ( HAUL OFF DEBRIS) REMOVE EXISTING ROCK ROCK WALKWAY AS NEEDED TO CONSTRUCT NEW ADDITION OR DIRECTED BY OWNER AC UNITS REMOVE EXISTING ROCK GRAVEL AS NEEDED TO CONSTRUCT NEW ADDITION OR DIRECTED BY OWNER HIGHCREST DRIVE Know what's below. before you dig.Call R @least 48 hours prior 28 0 3 H I G H C R E S T D R I V E X LEGEND NOTES DRAINAGE NOTESMINIMUM CLEARANCE PER SECTION R404.1.6 AND R317.1 TYP 12" MINIMUM DEPTH OR GREATER FOR FROST PROTECTION R403.1.4 AND R403.1.4.1 TYP 3.5" MINIMUM CONCRETE SLAB PER SECTION R506.1 W MONOLITHIC SLAB-ON-GROUND WITH TURNED-DOWN FOOTING NOT TO SCALE BOTTOM (SOLE) PLATE ATTACHED PER SECTION R403.1.6 NOTES EXH-1