13.1 - 1607 W 10th St - drawings — original pdf

Backup

GENERAL NOTES DISCREPANCY BETWEEN THE CONSTRUCTION DRAWINGS AND THE CONSULTING ENGINEER'S DRAWINGS, CONSULT THE OWNER & ARCHITECT PRIOR TO INSTALLATION. SITE CLEAN UP AND REMOVAL OF ANY AND ALL DEBRIS GENERATED BY CONSTRUCTION OPERATIONS, MAKING READY FOR ALL SUBSEQUENT SUBCONTRACTORS. 1. ALL WORK DESCRIBED IN THESE DOCUMENTS SHALL BE PERFORMED IN FULL COMPLIANCE WITH ALL APPLICABLE CODES AS MANDATED BY ALL GOVERNING JURISDICTIONS 2. THE CONTRACTOR SHALL REMAIN FULLY RESPONSIBLE FOR THE COMPLETION OF THE WORK AS DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS. WORK FOUND TO BE NONCOMPLIANT OR IN CONFLICT WITH THE CONSTRUCTION DOCUMENTS SHALL BE REJECTED BY OWNER AND CORRECTED BY THE CONTRACTOR AT THEIR EXPENSE WITH NO ADDITIONAL COST TO THE OWNER. 3. CONSTRUCTION DRAWINGS AND DOCUMENTS ARE GENERAL IN NATURE AND DESCRIBE INTENT. AS A LIMITED INSTRUMENT OF SERVICE, THEY DO NOT DESCRIBE INCLUDE OR ANTICIPATE EVERY CONDITION POSSIBLE EITHER KNOWN/UNKNOWN. CONTRACTOR & SUBCONTRACTORS SHALL REVIEW THE CONSTRUCTION DOCUMENTS THOROUGHLY AND MAKE A DETAILED SITE VISIT TO REVIEW EXISTING SITE CONDITIONS. ANY INCONSISTENCY, DISCREPANCY, AMBIGUITY, OR ANY OTHER QUESTIONS SHALL BE IMMEDIATELY REPORTED FOR CLARIFICATION AND RESOLUTION PRIOR TO THE DELIVERY OF ANY BID AND PRIOR TO PROCEEDING WITH THE WORK IN QUESTION AND/OR ANY RELATED WORK. FAILURE TO DO SO SHALL CAUSE THE CONTRACTOR TO BE INELIGIBLE FOR EXTRAS RELATING TO SUCH MATTERS AND SHALL RELIEVE THE OWNER & ARCHITECT FROM ANY CONSEQUENCES THEREBY ARISING. CONDITIONS NOT DESCRIBED HEREIN SHALL BE ASSUMED TO CONFORM WITH THE INTENT OF THE WORK AND SHALL BE FURTHER CLARIFIED BY THE CONTRACTOR PRIOR TO COMMENCING THE WORK. THE OWNER & ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE COST OF CORRECTING ANY/ALL WORK AT CONDITIONS THAT WERE NOT FURTHER CLARIFIED BY THE CONTRACTOR. 4. CONTRACTOR SHALL VERIFY ALL IN-FIELD EXISTING CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES, CONFLICTS AND/OR IN-FIELD OBSTACLES TO CONSTRUCTION, TO THE OWNER & ARCHITECT FOR CLARIFICATION. IN THE EVENT THAT DRAWINGS MAY CONFLICT WITH EXISTING CONDITIONS, THE CONTRACTOR OR OWNER SHALL NOTIFY THE ARCHITECT, AND THE APPROPRIATE INTENT AND/OR ITEMS TO BE INCORPORATED INTO THE SCOPE OF WORK SHALL BE DETERMINED BY THE ARCHITECT. OWNER & ARCHITECT SHALL NOT BE RESPONSIBLE FOR DISCREPANCIES, CONFLICTS AND/OR OBSTACLES TO CONSTRUCTION, THAT ARE NOT FURTHER CLARIFIED BY THE CONTRACTOR. ANY EXPENSE INCURRED AS A RESULT OF THE CONTRACTORS FAILURE OR NEGLECT TO ACCURATELY INSPECT EXISTING CONDITIONS PRIOR TO CONSTRUCTION, SHALL BE BORNE BY THE CONTRACTOR AND NOT THE OWNER. 5 ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE TYPICAL CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE OWNER & ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 7. STRUCTURAL DRAWINGS SHALL GOVERN SIZES, SPACING, AND CONNECTIONS OF ALL STRUCTURAL MATERIALS AND MEMBERS. IN CASE OF DISCREPANCIES, CONSULT WITH THE OWNER & ARCHITECT FOR CLARIFICATION BEFORE COMMENCEMENT OF WORK. ALL DESIGN OF STRUCTURAL COMPONENTS INCLUDING THE FOUNDATION, BEAMS, POSTS, STRUCTURAL FRAMING, CONNECTORS, AND FASTENERS ARE NOT IN THE ARCHITECT'S SCOPE AND MUST BE PROVIDED BY OTHERS PRIOR TO CONSTRUCTION. 8. DRAWINGS AND NOTES TO DRAWINGS, INCLUDING THOSE OF THE ENGINEER OR CONSULTANT, ARE CORRELATIVE AND HAVE EQUAL AUTHORITY AND PRIORITY. SHOULD THERE BE DISCREPANCIES IN THEMSELVES OR BETWEEN THEM, CONTRACTOR SHALL BASE PRICING ON THE MOST EXPENSIVE COMBINATION OF QUALITY AND/OR QUANTITY OF THE WORK INDICATED. IN THE EVENT OF DISCREPANCIES, THE APPROPRIATE INTENT AND/OR ITEMS TO BE INCORPORATED INTO THE SCOPE OF THE WORK SHALL BE DETERMINED BY THE ARCHITECT OR ENGINEER. 9. FINAL LOCATIONS OF ALL VISIBLE MECHANICAL AND ELECTRICAL EQUIPMENT, PANEL BOARDS, METERS, FIXTURES, FLUES, VENTS, ETC, SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. 10. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE OVER SCALED DIMENSIONS. ALL DIMENSIONS SHOWN ON FLOOR PLANS ARE TO BE VERIFIED IN THE FIELD. 11. CONTRACTOR SHALL REMAIN RESPONSIBLE FOR THE WORK AND THE COORDINATION OF THEIR OWN SUB-CONTRACTORS WORK. CONTRACTOR SHALL COORDINATE WITH ALL TRADES AND SUBCONTRACTORS TO PROVIDE COMPLETE WORKING SYSTEMS THROUGHOUT PROJECT. 12. AS PART OF THEIR COORDINATION AND OVERSIGHT OF THE BUILT PORTION OF THE WORK, THE CONTRACTOR SHALL ALERT THE OWNER AND ARCHITECT OF ANY/ALL POSSIBLE ERRORS OR OMMISSIONS DISCOVERED WITHIN THE CONSTRUCTION DRAWINGS. OWNER & ARCHITECT SHALL NOT BE SOLEY RESPONSIBLE FOR ERRORS AND OMISSIONS, THAT OTHERWISE WOULD HAVE BEEN CAUGHT THROUGH STANDARD CARE OF THE CONTRACTOR, AND ARE NOT FURTHER CLARIFIED BY THE CONTRACTOR. 13. THE CONTRACTOR IS CAUTIONED THAT THEIR WORK INCLUDES ALTERATION TO EXISTING FACILITIES. CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL NECESSARY WORK TO PROVIDE FULLY OPERABLE SERVICES, EVEN IF IT IS NOT EXPLICITY SHOWN IN THE DRAWINGS. CONTRACTOR TO ASSUME THIS TO BE INCLUDED IN THE BASE SCOPE OF WORK, AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT A FACILITY OR UTILITY SERVICE MAY IMPACT THE DESIGN, CONTRACTOR TO CONTACT OWNER PRIOR TO INSTALLATION. 6. THE MECHANICAL, ELECTRICAL & PLUMBING DRAWINGS, IF REQUIRED, ARE TO BE DEVELOPED AND PERMITTED SEPARATELY BY THEIR RESPECTIVE TRADES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND CHECK COMPLIANCE WITH ALL TRADE DRAWINGS BEFORE THE INSTALLATION OF SAID WORK. SHOULD THERE BE A 14. CONTRACTOR TO CLEAN THE SITE AT THE END OF EVERY WORK DAY, AND TO MAINTAIN CLEANLINESS AND ORDER THROUGHOUT THE DURATION OF CONSTRUCTION. CONTRACTOR TO COMPLY WITH WORKPLACE SAFETY REQUIREMENTS FOR THE WELLBEING OF BOTH THE CONTRACTORS AND THE PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE ON A DAILY BASIS FOR 15. CONTRACTOR SHALL BE RESPONSIBLE FOR HAULING AND DISPOSAL OF ALL CONSTRUCTION DEBRIS, TOOLS, EQUIPMENT, AND LEFTOVER MATERIALS. REUSABLE MATERIALS TO BE STORED OR REMOVED PER OWNER INSTRUCTION. 16. CONTRACTOR SHALL MAINTAIN A CONSTRUCTION SET ON PROJECT SITE AT ALL TIMES 17. CONTRACTOR IS RESPONSIBLE FOR ALL FEES AND PERMITS REQUIRED FOR CONSTRUCTION. ALL PERMITS RELATIVE TO THE PERFORMANCE OF THIS JOB ARE TO BE POSTED IN CLEAR SIGHT. THIS IS TO INCLUDE THE PROPER SEQUENCING FOR THE TEMPORARY USE OF THE CITY STREETS AND BARRICADES IF APPLICABLE. 18. CONTRACTOR SHALL REMAIN RESPONSIBLE FOR SCHEDULING AND PERFORMING ALL REQUIRED INSPECTIONS, AS REQUIRED BY ALL JURISDICTIONS HAVING AUTHORITY. 19. CONTRACTOR SHALL FURNISH THE ARCHITECT AND/OR OWNER A PUNCH LIST INCLUDING ALL THE ITEMS TO BE COMPLETED PRIOR TO THE PROJECT'S SUBSTANTIAL COMPLETION. ARCHITECT AND/OR OWNER SHALL REVIEW CONTRACTOR'S PUNCH LIST AND PROVIDE ADDITIONAL ITEMS TO BE INCLUDED IN THE PUNCH LIST 20. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY, ACTIONS, AND CONDUCT OF HIS EMPLOYEES AND HIS SUBCONTRACTOR'S EMPLOYEES WHILE IN THE PROJECT AREA, ADJACENT AREAS AND IN THE BUILDING AND ITS VICINITY. 21. CONTRACTOR MUST MAINTAIN ON SITE AT ALL TIMES AN ENGLISH-SPEAKING REPRESENTATIVE WHO CAN COMMUNICATE WITH OTHER PERSONNEL TO MAINTAIN SAFE WORKING AND SITE CONDITIONS. 22. CONTRACTOR TO SUBMIT ALL REQUIRED SHOP DRAWINGS AND SUBMITTALS TO ARCHITECT BEFORE PROCEEDING WITH THE WORK RELATED TO THE SHOP DRAWINGS. CONSTRUCTION DRAWINGS SHALL NOT BE REPRODUCED AND USED FOR SHOP DRAWINGS. CONTRACTOR SHALL NOTE ALL ITEMS DEVIATING FROM CONSTRUCTION DRAWINGS AND PREVIOUSLY SUBMITTED SHOP DRAWINGS. 23. ALL WORK NOTED "BY OTHERS" OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE A PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR IS TO COORDINATE WITH OTHER CONTRACTORS AS REQUIRED AND SHALL PROVIDE ACCESS TO THE PROJECT AS NEEDED. 24. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL FURNISH THE OWNER & ARCHITECT A SCHEDULE OF VALUES THAT INCLUDES A DETAILED LIST OF ENTIRE SCOPE OF WORK AND THE MATERIAL QUANTITIES INVOLVED IN THE PROJECT AND THEIR RESPECTIVE CONTRACT DOLLAR AMOUNTS, INCLUDING A SEPARATE COLUMN FOR SALES TAX. 25. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE WORK, ALL OF WHICH SHALL BE PROVIDED IN FULL ACCORDANCE WITH AND REASONABLY INFERABLE FROM THE CONTRACT DOCUMENTS AS BEING NECESSARY TO PRODUCE THE INDICATED RESULTS. 26. ALL MATERIALS, FINISHES, MANUFACTURED ITEMS, AND EQUIPMENT SHALL BE INSTALLED IN FULL ACCORDANCE WITH THE SUPPLIER'S OR MANUFACTURER'S WRITTEN RECOMMENDATIONS OR THESE DOCUMENTS, WHICHEVER IS MORE STRINGENT. 27. ALL DIMENSIONS, NOTES, FINISHES, AND FIXTURES SHOWN ON TYPICAL DRAWINGS SHALL APPLY TO ALL SIMILAR, SYMMETRICAL, OR OPPOSITE HAND DETAILS. 28. STORE AND HANDLE ALL MATERIALS IN STRICT COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. PROTECT ALL MATERIALS FROM DAMAGE, WEATHER, EXCESSIVE TEMPERATURES, AND CONSTRUCTION OPERATIONS. 29. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS. 31. REQUESTS TO SUBSTITUTE ANY PRODUCT OR MATERIAL SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT FOR APPROVAL. SAMPLES, PRODUCT INFORMATION, AND DRAWINGS SHALL BE REQUIRED PRIOR TO SUBSTITUTION APPROVAL. PROPOSED SUBSTITUTION SHALL BE OF EQUAL QUALITY AND PERFORMANCE SPECIFICATION TO THAT ORIGINALLY SPECIFIED. 32. CONTRACTOR SHALL REVIEW ALLOWANCES AND NOTIFY THE OWNER & ARCHITECT OF AMOUNTS THAT SEEM INSUFFICIENT OR NOT ACCURATE. ALLOWANCE AMOUNTS INCLUDE THE COST OF MATERIAL, DELIVERY, AND SALES TAX. 33. ALL WORKMANSHIP, MATERIAL, AND EQUIPMENT SHALL BE GUARANTEED FOR THE GREATER OF THE MANUFACTURER'S WARRANTY OR ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. ANY FAILURE OR DETERIORATION WITHIN THIS PERIOD SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 34. CONTRACTOR SHALL PROVIDE THE OWNER WITH AN OPERATION MANUAL FOR THE HOUSE THAT INCLUDES A MAINTENANCE SCHEDULE, MAINTENANCE INSTRUCTIONS, EQUIPMENT LITERATURE, WARRANTY INFORMATION, AND PHOTO RECORD OF FRAMING WITH WIRING AND UTILITIES INSTALLED (PROVIDE KEY OR DESCRIPTIONS TO PHOTOGRAPH LOCATIONS). 35. CONTRACTOR SHALL EXERCISE REASONABLE PRECAUTION IN THE PROTECTION OF THE OWNER'S PROPERTY, SITE VEGETATION, AND ALL TREES THAT ARE TO REMAIN. 36. PROVIDE CONSTRUCTION WASTE MANAGEMENT INCLUDING THE SEPARATION OF REUSABLE OR RECYCLABLE MATERIALS INTO SEPARATE CONTAINERS. 30. CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF WORK. ZONING DISTRICT DESIGNATION: SF-3-H-NP ZONING PROFILE PROPERTY INFORMATION: OWNER(s): Thomas Schiefer & Meghann Rosales ADDRESS: 1607 W 10th Street Austin, Texas 78703 JURISDICTION: City of Austin - Full Purpose LEGAL DESCRIPTION: LOT 21 BLK 1, WESTRIDGE SURVEYOR: Anne Thayer TLS No. 5850 Holt Carson 1904 Fortview Road Austin, Tx 78704 TAX PARCEL ID: TCAD ID - 110068 PARCEL ID - 0111030309 NEIGHBORHOOD PLAN: OLD WEST AUSTIN HISTORIC DESIGNATION: MARY BAYLOR HOUSE OVERLAYS: SMALL LOT AMNESTY SUBCHAPTER F Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 LICENSE OF USE / COPYRIGHT NOTICE: Absent a written agreement to the contrary, and strictly conditioned on the full and timely payment of all sums due to the Architect by the Owner under this agreement, upon the Architect’s delivery of sealed construction drawings to the Owner, the Architect grants the Owner a nontransferable, nonexclusive right to construct the building depicted in the plans once and only once, and only on the site identified on the plans. INVOLVED PARTIES: In these documents, "Project" or "Work" shall refer to the scope of work herein described; "Owner" shall refer to Thomas Schiefer & Meghann Rosales or its/their authorized representatives; "Contractor" or "General Contractor" shall refer to the company or individual that enters into contractual agreement with owner to perform the scope of work herein described; and "Architect" shall refer to wolfe.architect LLC In the event the Architect is not retained by the Owner to perform Construction Administration services, all references to the Architect's responsiblities listed in all construction documents shall be the sole responsibility of the Owner. BUILDING CODE CRITERIA: 2021 INTERNATIONAL RESIDENTIAL CODE 2021 INTERNATIONAL ENERGY CONSERVATION CODE 2021 INTERNATIONAL FIRE CODE 2020 NATIONAL ELECTRICAL CODE 2021 UNIFORM MECHANICAL CODE 2021 UNIFORM PLUMBING CODE 2015 WILDLAND URBAN INTERFACE CODE TITLE 25 - AUSTIN LAND DEVELOPMENT CODE LOCAL AMENDMENTS (25-12-3) ADDITIONAL DESIGN CRITERIA: SUBCHAPTER F - RESIDENTIAL DESIGN AND COMPATIBILITY STANDARDS VISITABILITY ORDINANCE (N/A) AUSTIN TREE ORDINANCE LAND STATUS DETERMINATION (N/A) FLOOD PLAIN DETERMINATION (> than 150 from Floodplain - NOT REQUIRED) EROSION HAZARD REVIEW (NOT REQUIRED) FIRE HYDRANT FLOW TEST (N/A) EXPIRED PERMIT(s): 2021-035695 EX AWU - Emergency Water Service Repair 2015-119776 BP - Renovations - Replace Windows 2014-000676 PR - Relocation of a SFR 1952-D5998 W - Pier Migration Water Tap FLOOD PLAIN: (N/A) X DESCRIPTION OF WORK EXISTING/PROPOSED USE: SINGLE FAMILY RESIDENCE EXISTING BEDROOMS: 1 BR PROPOSED BEDROOMS: 3 BR EXISTING BATHS: 1 BA PROPOSED BATHS: 2 BA PROJECT DESCRIPTION: REAR ADDITION TO HISTORIC STRUCTURE INCLUDING TWO BEDS & ONE BATH SITE DEVELOPMENT STANDARDS: TOTAL LOT SIZE: 2,889.75 S.F.(per survey) MAXIMUM HEIGHT: 32 FEET (subchapter F) MIN. FRONT YARD SETBACK: 25 FEET (RE - EXISTING BUILDING LINE) MIN. INTERIOR SIDE YARD SETBACK: 5 FEET MIN. REAR YARD SETBACK: 5 FEET MAXIMUM BUILDING COVERAGE: 40% ( S.F.) MAX (1,155.9 SF ALLOWED) MAXIMUM IMPERVIOUS COVERAGE: 65% ( S.F.) MAX (SMALL LOT) (1878.34 SF ALLOWED) SHEET INDEX A-000 A-001 A-101D A-101 A-103 A-104 A-200D A-200 A-301 A-800 S0.0 S0.1 S1.0 S1.1 S1.2 S2.0 S3.0 S4.0 S5.0 S6.0 S6.1 S6.2 COVER - GENERAL INFO SITE PLAN LEVEL 01 - EXISTING / DEMO PLAN LEVEL 01 - PROPOSED PLAN ROOF - EXISTING & PROPOSED PLAN REFLECTED CEILING PLANS ELEVATIONS - EXISTING/DEMOLITION ELEVATIONS - PROPOSED FRAMING SECTIONS 3D IMAGES GENERAL NOTES & SPECIFICATIONS DEMOLITION PLAN PIER LOCATION PLAN CRZ PLAN FOUNDATION FRAMING PLAN FOUNDATION DETAILS 1ST FL - CEILING FRAMING ROOF FRAMING WIND BRACING PLAN FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 08/12/23 Date 08/12/2023 Issue FOR PERMIT Page A-000 GENERAL INFORMATION 01 Survey NTS OU OU OU OU OU OU OU OU CONTRACTOR TO VERIFY ALL UTILITIES; TYP. THROUGHOUT W. 10TH ST PATCH/REPAIR EXISTING STONE WALL AS REQD. PER NEW DRIVEWAY NEW CURB & CURB CUT Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 OU 5'- 0 " 546 OU OU 10'-0" DRIVEWAY WIDTH @ PROPERTY LINE OU OU OU EXISTING WOOD STEPS 17.85 S.F. 10'-0" PROPOSED NEW DRIVEWAY TEMP TOILET ' 2 4 - 0 " 44.01 % FRONT YARD IMPERVIOUS BUILDING LINE PER COA 547 8X4 DUMPSTER TENT 1 (547.2) EXISTING STONE WALL EXISTING POLE U O U O U O OU OU PROPERTY LINE OU OU 5 4 5 OU 5 4 6 5 4 7 EXISTING WATER METER & C.O. 9",9" (13.5") PECAN 547.3 LOW AD(cid:45) GRADE O U O U O U O U EXISTING ELECTRIC METER EXISTING AC PAD 3.8 SF MODERN FRONT SETBACK FOR ZONING REFERENCE EXISTING NEIGHBORING DRIVEWAY 95.58 S.F. (WITHIN PROPERTY LINE) TENT 1 (546.9') OU EXISTING STONE SITE WALLS 32.92 SF (WITHIN PROPERTY LINE) OU OU OU EXISTING PAVERS 55.40 SF REMAINING EXISTING NEIGHBORING HOUSE 106.28 S.F. (WITHIN PROPERTY LINE) E N I L Y T R E P O R P 5'-0" 6'-0" K C A B T E S D R A Y E D S I E N I L E C N E F W E N TENT 1 (548.4') TENT 2 548 549 547.4 8X8 CONCRETE & PAINT WASHOUT / SPOILS NEW DRIVEWAY 183.43 SF EXISTING COVERED PORCH 66.22 S.F. SF-3-H-NP 2,889.75 SF LOT 40% F.A.R. = 1,155.9 SF ALLOWABLE SF 543.78 SF HOUSE EXISTING 1,155.9 - 543.78 = 612.12 SF POTENTIAL ADDITIONAL SF 65% =1,878.34 SF ALLOWABLE IMPERVIOUS COVER 1,099 SF IMPERVIOUS EXISTING 1,878.34 - 1,099 = 779.34 SF ALLOWABLE IMPERVIOUS 2 REQUIRED OFF-STREET PARKING SPACES (0 SPACES EXISTING - NEEDS EXEMPTION OR NEW DRIVEWAY) FFE 550.16 AVERAGE AD(cid:45) GRADE 547.7 547.9 HIGH AD(cid:45) GRADE 548.1 438.0 SF ADDITION EXISTING GAS METER FENCE & LANDSCAPING TO BE REMOVED FOR CONSTRUCION ACCESS; PATCH/REPAIR FENCE MATERIAL STAGING ' " 0 - 0 4 548 NEW COVERED PORCH 31.98 S.F. 5'-0" E N I L Y T R E P O R P K C A B T E S D R A Y E D S I 15" PECAN 17" PECAN 549 EXISTING WOOD FENCE TO REMAIN TENT 1 (548.5) HIGH PT TENT 2 DASH LINES INDICATE ITEMS TO BE DEMOLISHED; TYP. THROUGHOUT REAR SETBACK " 0 - ' 5 " 6 - 2 ' 6" OF EAVES OVER 2' 11.69 S.F. PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 PROPERTY LINE TENT 2 (549.3') HIGH PT TENT 2 (549.2') 16" HACKBERRY TOTAL LOT SIZE: 2,889.75 S.F. 01 Site Plan 08/12/23 Date 08/12/2023 Issue FOR PERMIT N 1:50 Page A-001 SITE PLAN " 0 - 5 ' NEIGHBORING HOUSE 106.28 S.F. (WITHIN PROPERTY LINE) NEIGHBORING DRIVEWAY 95.58 S.F. (WITHIN PROPERTY LINE) 42.05 S.F. OVER (40% MAX) SMALL LOT AMNESTY (65% MAX) Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 04D A-200D EXISTING FENCE TO BE REMOVED AND RECONSTRUCTED AS REQD. FOR CONSTRUCTION ACCESS EXISTING LANDSCAPING ELEMENTS TO BE PROTECTED UNLESS NOTED OTHERWISE REMOVE EXTERIOR CLADDING TO EXPOSE EXISTING FRAMING; EXISTING STRUCTURE TO REMAIN & BE REPAIRED AS NEEDED RE ROOF PLAN FOR ADDITIONAL DEMO SCOPE WINDOW RELOCATED TO NEW BATH; INFILL OPENING EXISTING KITCHEN EXISTING LIVING / DINING DASH LINES INDICATE ITEMS TO BE DEMOLISHED; TYP. THROUGHOUT 03D A-200D EXISTING HOUSE TO REMAIN AS-IS El +/- 0'-0" INDICATES ITEMS TO REMAIN; TYP. THROUGHOUT EXISTING BATH CL EXISTING BEDROOM 1 ALL EXISTING ELEMENTS OUTSIDE OF THE LIMITS OF CONSTRUCTION TO REMAIN AS-IS, UNLESS OTHERWISE NOTED; GC TO PROTECT & AND REPAIR ALL CONSTRUCTION RELATED DAMAGES, TYP. EXISTING FENCE TO BE REMOVED AND RECONSTRUCTED AS REQD. FOR CONSTRUCTION ACCESS 02D A-200D S S E R G E G N T S X E I I " 8 - 2 ' S S E R G E G N T S X E I I " 8 - 2 ' EXISTING COVERED PORCH 01D A-200D EXISTING HISTORIC STRUCTURE; GC TO TO ENSURE ALL EXISTING ELEMENTS TO REMAIN SHALL BE PROTECTED FROM ADJACENT CONSTRUCTION ACTIVITIES NO MODIFICATIONS SHALL BE MADE TO FACADES VISIBLE FROM THE STREET PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 08/12/23 Date 08/12/2023 Issue FOR PERMIT N Page A-101D EXISTING FLOOR PLAN DEMOLITION PLAN LEVEL 01 01 Level 01 - Existing Demolition Plan 1/4" = 1'-0" GENERAL DEMOLITION NOTES - TYPICAL THROUGHOUT, U.N.O - 1 - CONTRACTOR SHALL OBSERVE AND CONFIRM ALL EXISTING CONDITIONS PRIOR TO DEMOLITION. CONTACT ARCHITECT & OWNER FOR ANY/ALL ITEMS THAT REQUIRE CLARIFICATION. 2 - ALL EXISTING ELEMENTS, INCLUDING THOSE NOT EXPLICITLY SHOWN ON THIS DEMOLITION PLAN, SHALL BE DEMOLISHED AS NEEDED TO ACCOMMODATE THE NEW PLAN LAYOUTS SHOWN ELSEWHERE WITHIN THIS DRAWING SET. CONTACT ARCHITECT & OWNER TO CLARIFY ANY/ALL DISCREPANCIES BETWEEN DEMOLITION AND NEW PLANS. 3 - PATCH & REPAIR OR REPLACE ALL VISIBLE DEMOLITION-RELATED DAMAGE TO EXISTING FINISHES (FLOOR, CEILINGS & WALLS) TO MATCH ADJACENT FINISHES AND RETURN THEM TO THEIR PRE-DEMOLITION CONDITIONS. 4 - ALL ACTIVE MEP ITEMS TO BE PROTECTED RE-USED & RELOCATED PER NEW PLAN; MEP ITEMS LOCATED IN WALLS THAT WILL NOT BE RECONSTRUCTED REDIRECTED OR RE-USED SHALL BE REMOVED BACK TO THEIR SOURCE AND CAPPED PER CODE REQUIREMENTS 5 - COORDINATE WITH OWNER FOR DIRECTION ON SALVAGE, STORAGE OR DISCARDING OF ALL ITEMS TO BE REMOVED 6 - PROVIDE TEMPORARY SUPPORT OR SEQUENCE DEMOLITION, AS REQUIRED, AT ALL UNSUPPORTED CEILINGS AND ROOFLINES TO BE MODIFIED. 7 - ALL WALL ALIGNMENTS SHOWN ARE INTENTIONAL AND SHALL SERVE AS REFERENCE POINTS FOR LOCATING NEW WALLS. ALIGNMENTS SHALL BE RELIED UPON WHERE DIMENSIONS ARE NOT EXPLICITLY GIVEN 8 - PROTECT ALL WINDOWS, WINDOW TREATMENTS & DOORS TO REMAIN, REPLACE IF DAMAGED 9 - TREES SHALL BE PROTECTED PER COA REQUIREMENTS 10 - CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND SHALL COORDINATE THEIR RELOCATION AND PROTECTION AS NEEDED. 11 - FINISHED DOOR AND WINDOW SIZES ARE INDICATED ON PROPOSED NEW PLAN LAYOUTS, PROVIDE ROUGH OPENINGS AS REQD.; 12 - PROTECT ALL ELEMENTS TO REMAIN - INCLUDING EXISTING STRUCTURE & ROOFING; CONTRACTOR TO ALERT OWNER OF ANY DAMAGES GENERAL NOTES - TYPICAL THROUGHOUT, U.N.O - MEP NOTES FOR CODE COMPLIANCE 1 - REFER TO STRUCTURAL FOR ALL FOUNDATION, BRACING (cid:9) FRAMING DETAILS; STRUCTURAL TO PROVIDE HEADERS AT ALL NEW WALL OPENINGS. (cid:21) - MEP TO BE PERMITTED SEPARATELY BY THEIR VARIOUS TRADES. 3 - ALL ALIGNMENTS SHOWN ARE INTENTIONAL, AND SHALL SERVE AS REFERENCES WHERE DIMENSIONS ARE NOT EXPLICITLY PROVIDED. 4 - ALL NEW WINDOWS AND DOORS TO MATCH EXISTING. 5 - FINISHED DOOR AND WINDOW SI(cid:61)ES ARE INDICATED, PROVIDE ROUGH OPENINGS AS RE(cid:52)D.; COORD. HARDWARE AND LOCKING RE(cid:52)S W(cid:18) OWNER (cid:25) - ALL EXTERIOR AND INTERIOR TRIM (cid:9) FINISHES TO MATCH EXISTING, UNLESS NOTED OTHERWISE. (cid:26) - INTERIOR WALLS TO BE CONSTRUCTED TO MATCH AD(cid:45)ACENT WALLS; UNLESS OTHERWISE NOTED 8 - PATCH(cid:18) REPAIR ALL FINISHES AS RE(cid:52)UIRED AROUND ALL AD(cid:45)ACENT DEMOLITION(cid:18) ALTERATION WORK (cid:28) - PROTECT EXISTING STRUCTURE (cid:9) ROOFING; CONTRACTOR TO ALERT OWNER OF ANY DAMAGES 10 - ALL CEILING HEIGHTS TO MATCH EXISTING U.N.O. 1 - ALL SYSTEMS TO BE BASED ON THE (cid:45)URISDICTION'S ADOPTED CODE RE(cid:52)UIREMENTS (cid:21) - ELECTRICIAN TO CONFIRM ALL NEW AND EXISTING OUTLETS WITHIN THE AREAS SHOWN ARE PROPERLY INSTALLED AND SHALL CORRECT ALL DEFICIENT CONDITIONS, AS RE(cid:52)D. PER CODE. 3 - PLUMBING CONTRACTOR TO ENSURE ALL APPLIANCES WITHIN THE AREAS SHOWN ARE PROPERLY PLUMBED, AND SHALL CORRECT ALL DEFICIENT CONDITIONS, AS RE(cid:52)D. PER CODE. 4 - MECHANICAL CONTRACTOR TO PROVIDE PROPER SUPPLY (cid:9) RETURN-AIR DUCTING, MAKE-UP AIR AND POSITIVE PRESSURE VENTING AS RE(cid:52)D. PER CODE 5 - ALL TRADES SHALL CONFIRM THE VIABILITY OF ALL EXISTING SYSTEMS AND TIE INTO THEM ONLY AFTER CONFIRMING THEY CAN PROVIDE A COMPLETE AND WARRANTIED INSTALLATION. (cid:25) - THE SCOPE OF THE MECHANICAL, ELECTRICAL, AND PLUMBING WORK INCLUDES FURNISHING AND INSTALLING ALL WORK AND MATERIALS RE(cid:52)UIRED FOR A COMPLETE WARRANTIED TURNKEY INSTALLATION. (cid:26) - GC TO INSTALL ALL MEP ITEMS IN FULL ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND COORDINATE ACROSS ALL TRADES AS RE(cid:52)D. 8 - VERIFY ALL LOCATIONS OF AIR DEVICES AND CEILING E(cid:52)UIPMENT, COORDINATE WITH ALL CONTRACTORS, OTHER TRADES, AND ARCHITECT(cid:18) ENGINEER TO AVOID CONFLICTS (cid:28) - MARK LOCATION OF ALL HVAC REGISTERS AND THERMOSTATS FOR OWNER'S REVIEW AND APPROVAL PRIOR TO INSTALLATION. 10 - COORDINATE AND CONFIRM ALL SWITCH AND OUTLET LOCATIONS WITH OWNER BEFORE DRYWALL INSTALLATION 11 - ALL EXTERIOR ITEMS SHALL BE PROPERLY WEATHERPROOFED; COORD. W(cid:18) ARCH. 1(cid:21) - CONFIRM LIGHT DIMMING RE(cid:52)UIREMENTS WITH OWNERS 13 - PROVIDE DEDICATED POWER TO ALL APPLIANCES 14 - PROVIDE SUBMITTALS AND SAMPLES AS RE(cid:52)UIRED TO COORDINATE AND CONFIRM ALL FINISH AND FIXTURE SELECTIONS WITH OWNER (cid:9) ARCHITECT (cid:9) INTERIOR DESIGNER 15 - SMOKE ALARMS (cid:9) CO DETECTORS SHALL BE HARDWIRED AND INTERCONNECTED, WITH BATTERY BACK-UP. ALARMS MAY BE WIRELESS IF ACTIVATION OF ONE ACTIVATES ALL 1(cid:25) - BOTTOM OF ELECTRICAL OUTLET BOXES SHALL BE MOUNTED AT 15(cid:5) AFF OR HIGHER. CENTER OF SWITCH BOXES SHALL BE MOUNTED 4(cid:21)(cid:5) AFF U.N.O. 1(cid:26) - GANG ALL OUTLETS AND SWITCHES WHERE POSSIBLE 18 - PROVIDE COUNTERTOP HEIGHT (cid:11)(cid:14)40(cid:5)(cid:12) GFCI OUTLETS (cid:35) 48(cid:5) O.C. CENTERED ABOVE BATHROOM (cid:9) KITCHEN COUNTERTOPS 1(cid:28) - PROVIDE ALL NEW FIXTURES AND ACCESSORIES WITH COMPLETE ASSEMBLIES (cid:9) RE(cid:52)UIRED BLOCKING; TYP. THROUGHOUT; CONFIRM ALL SELECTIONS W(cid:18) OWNERS (cid:21)0 - CONTRACTOR SHALL REMAIN RESPONSIBLE FOR LOCATING AND VERIFYING ADE(cid:52)UACY OF ALL EXISTING MEP SYSTEMS AND EXTENDING AND RELOCATING THEM AS RE(cid:52)UIRED TO ACCOMMODATE THE NEW LAYOUT FOR A COMPLETE AND FUNCTIONAL INSTALLATION OF ALL MEP ITEMS Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 NEW BEDROOM 3 NEW BATH 2 EXISTING KITCHEN EXISTING LIVING / DINING EXTERIOR FINISHES TO MATCH EXISTING; TYP. THROUGHOUT - RE ELEV. B A 3-0 x 1-4 SILL (cid:35) (cid:28)(cid:28)(cid:5) 3-0 x 5-4 SILL (cid:35) (cid:21)(cid:25)(cid:5) EGRESS 04 A-200 S E V A E T S X E H C T A M F I V " 9 VERIFY (2-3 x 3-9) SILL (cid:35) 45(cid:5) RELOCATE WINDOW FROM KITCHEN NEW EAVE LINE TO MATCH EXISTING 10'-10 3/4" 5'-1" 6'-1" 6" " 8 - 2 ' 6" WINDOW RELOCATED TO NEW BATH; INFILL OPENING (cid:21) - 1 0 1 D 8 - 6 x 8 - 2 " 2 / 1 4 - 5 ' " 3 " 3 - 3 ' ' " 3 - 4 1 CONFIRM FLOORING (cid:9) FINISHES W(cid:18)OWNER THROUGHOUT; PRIOR TO PROCUREMENT 5-0 x 6-8 (2-6 DBL) D101-3 7'-6 5/8" CL 5'-6 5/8" CL D10(cid:21)-(cid:21) 4-0 x 6-8 (2-0 DBL) " 1 - 2 ' " 3 - 3 ' 8 - 6 x 8 - 2 1 - (cid:21) 0 1 D 13'-4 3/4" 3'-7" 10'-10 3/4" 2'-6" LOFT ABOVE El +/- 0'-0" MATCH EXST. FLOOR LEVEL 1 1/2" STUD FRAMING GAP (cid:35) EXIST. STRUCTURE " 3 - 1 ' " 3 - 1 ' " 2 / 1 0 - 8 ' " 4 / 1 1 - 4 ' F I V " 4 / 3 8 - 0 1 ' " 3 - 3 ' " 4 / 3 1 - 1 ' " 4 / 3 0 - 5 ' D101-1 2-8 x 6-8 F I V " 0 1 - 3 ' NEW HALL W/D W(cid:18)D CXN BOX 1 - 3 0 1 D ) Q E 4 ( 8 - 6 x 4 - 5 " 8 - 5 ' " 0 - 4 ' 6'-4" D100-1 2-8 x 6-8 " 1 - 1 ' ) 4 - 1 x 0 - 5 ( I W O D N W H G H I (cid:5) (cid:28) (cid:28) (cid:35) L L S I C C (cid:5) (cid:28) (cid:28) (cid:35) L L S I ) 4 - 1 x 0 - 5 ( I W O D N W H G H I " 1 - 1 ' 2'-6" AWNING ABOVE 03 A-200 I I G N T S X E H C T A M - Y F I R E V " 4 - 4 2 ' I ) G N M A R F . I O . F E D S T U O ( Y F I R E V " 2 / 1 0 - 4 2 ' E N I L Y T R E P O R P K C A B T E S ' 5 01 A-301 NEW BEDROOM 2 F I V " 2 / 1 2 - 9 ' EXISTING BATH CL EXISTING HOUSE TO REMAIN AS-IS EXISTING BEDROOM 1 ALL EXISTING ELEMENTS OUTSIDE OF THE LIMITS OF CONSTRUCTION TO REMAIN AS-IS, UNLESS OTHERWISE NOTED; GC TO PROTECT (cid:9) AND REPAIR ALL CONSTRUCTION RELATED DAMAGES, TYP. S S E R G E G N T S X E I I " 8 - 2 ' S S E R G E G N T S X E I I " 8 - 2 ' EXISTING COVERED PORCH NOTE(cid:29) CONTRACTOR SHALL REMAIN RESPONSIBLE FOR LOCATING AND VERIFYING ADE(cid:52)UACY OF ALL EXISTING MEP SYSTEMS AND EXTENDING THEM TO NEW ADDITION FOR A COMPLETE AND FUNCTIONAL INSTALLATION OF ALL MEP ITEMS R-1(cid:28) MIN INSULATION AT WALLS R-4(cid:28) MIN INSULATION AT ROOF; R-13 MIN INSULATION UNDERSIDE OF EXPOSED FLOOR RE STRUCTURAL FOR SLAB PREPARATION, FOUNDATION (cid:9) FRAMING DETAILS, TYP. COORDINATE ALL WATERPROOFING DETAILS W(cid:18) ARCH, TYP. THROUGHOUT PROVIDE DEDICATED OUTLETS AT ALL APPLIANCES SLOPES SHALL BE 1(cid:18)4(cid:5) PER FT MIN. UNLESS NOTED OTHERWISE 01 A-200 EXISTING HISTORIC STRUCTURE; GC TO TO ENSURE ALL EXISTING ELEMENTS TO REMAIN SHALL BE PROTECTED FROM AD(cid:45)ACENT CONSTRUCTION ACTIVITIES NO MODIFICATIONS SHALL BE MADE TO FACADES VISIBLE FROM THE STREET PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 INTERIOR DOORS D100-1 D101-1 D101-(cid:21) D101-3 D10(cid:21)-1 D10(cid:21)-(cid:21) D103-1 EXTERIOR BEDROOM BATH CLOSET BEDROOM CLOSET W(cid:18)D HINGED HINGED POCKET HINGED DBL HINGED HINGED DBL BI-FOLD (cid:21)-8 (cid:91) (cid:25)-8 (cid:21)-8 (cid:91) (cid:25)-8 (cid:21)-8 (cid:91) (cid:25)-8 5-0 (cid:91) (cid:25)-8 (cid:11)(cid:21)-(cid:25) DBL(cid:12) (cid:21)-8 (cid:91) (cid:25)-8 4-0 (cid:91) (cid:25)-8 (cid:11)(cid:21)-0 DBL(cid:12) 5-4 x 6-8 (4 EQ) MATCH EXISTING EXTERIOR MATCH EXISTING INTERIOR MATCH EXISTING INTERIOR MATCH EXISTING INTERIOR 08/12/23 Date 08/12/2023 Issue FOR PERMIT N ALL DIMENSIONS GIVEN ARE TO FACE OF FRAMING, UNLESS OTHERWISE NOTED; ALL ALIGNMENTS SHOWN ARE INTENTIONAL AND SHOULD BE USED AS REFERENCES 01 Level 01 - Dimension Layout Plan 1/4" = 1'-0" Page A-101 FLOOR PLAN DIMENSION LAYOUT LEVEL 01 GC TO CONFIRM EXISTING GRADES AND REGRADE YARD AS RE(cid:52)UIRED TO PROVIDE POSITIVE DRAINAGE AWAY FROM FOUNDATION; TYP. THROUGHOUT EGRESS 3-0 x 5-4 SILL (cid:35) (cid:21)(cid:25)(cid:5) 3-0 x 1-4 SILL (cid:35) (cid:28)(cid:28)(cid:5) A B 02 A-200 10" 10" STEPS 3 EQ. RISERS 4X4 POST AWNING ABOVE 4X4 POST " 3 3" 3" 5' SETBACK 17'-10 1/4" (OUTSIDE F.O. FRAMING) 438.0 SF ADDITION 541.4 SF EXISTING 18'-0" HORI(cid:61)ONTAL WOOD SCREEN; 1.5(cid:5) GAPS RE ELEVATION LOCATION TYPE (cid:13)(cid:13)FINISHED SI(cid:61)E SPECIFICATION (cid:6) LOCATION TYPE (cid:13)(cid:13)FINISHED SI(cid:61)E SPECIFICATION (cid:6) A B C WINDOWS (cid:13)(cid:13)VERIFY HEIGHTS TO MATCH EXISTING - TYP. THROUGHOUT BEDROOM BEDROOM BEDROOM DBL HUNG FIXED FIXED 3-0 (cid:91) 5-4 (cid:11)EGRESS(cid:12) 3-0 (cid:91) 1-4 5-0 (cid:91) 1-4 MATCH EXISTING MATCH EXISTING MATCH EXISTING " 9 I F V " 9 I F V 04 A-200 12 5 12 5 EAVE @ UPPER ROOF RE ELEVATION LOWER ROOF CONTINUES BELOW; RE ELEVATION Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 GENERAL ROOFING NOTE: EXISTING ROOF ASSEMBLIES SHALL BE FULLY INTEGRATED W/NEW ROOFING & WALL WEATHERPROOFING ASSEMBLIES; TYP. THROUGHOUT NEW ROOF ASSEMBLIES SHALL BE FULLY INTEGRATED W/EXISTING ROOFING & WALL WEATHERPROOFING ASSEMBLIES; TYP. THROUGHOUT PROVIDE COMPLETE ROOFING ASSEMBLIES, INCORPORATING ALL TRIM, COPINGS, FASCIAE, GUTTERS, DOWNSPOUTS, MISCELLANEOUS FLASHINGS AND ACCESSORIES, REQUIRED FASTENERS, CLOSURE STRIPS, THERMAL SPACERS, SPLICE PLATES, SUPPORT PLATES, VENTS, BACKER RODS AND SEALANTS, AS REQUIRED, PER MANUFACTURER'S WARRANTIED ASSEMBLY PROFILES AND COLORS TO BE SUBMITTED FOR OWNER APPROVAL NEW COMPOSITE SHINGLE ROOF ASSEMBLY TO MATCH AND BE FULLY INTEGRATED W/ EXISTING ROOFING ASSEMBLY; TYP. THROUGHOUT EXISTING COMPOSITE SHINGLE ROOF ASSEMBLY NEW RIDGE @ SAME HEIGHT AS EXISTING RIDGE I E G D R G N T S X E I I I I I E G D R G N T S X E S A T H G E H E M A S @ I I E G D R W E N EAVES/ROOF TO BE REMOVED AS REQD FOR ADDTITION FULLY INTEGRATE WATERPROOFING & FLASHINGS AT NEW ADDITION; 18" LAP TYP EXISTING PORCH RIDGE 01 A-200 I Y 5 F R E V 2 1 I Y F R E V 2 1 5 EXISTING STEPS BELOW 03 A-200 01 A-301 I W O L E B L L A W R O R E T X E W E N F O E N L I 12 5 2'-6" 1'-2" 12 5 12 5 LINE OF NEW EXTERIOR WALL BELOW " 9 I F V I W O L E B L L A W R O R E T X E G N T S X E F O E N L I I I EAVE @ UPPER ROOF RE ELEVATION LOWER ROOF CONTINUES BELOW; RE ELEVATION LINE OF EXISTING EXTERIOR WALL BELOW " 9 I F V 02 A-200 NEW STEPS BELOW " 0 - 4 ' T F R E P " 4 / 1 6'-4" POST BELOW; TYP RE STRUCTURAL FOR SLAB PREPARATION, FOUNDATION & FRAMING DETAILS, TYP. COORDINATE ALL WATERPROOFING DETAILS W/ ARCH, TYP. THROUGHOUT SLOPES SHALL BE 1/4" PER FT MIN. UNLESS NOTED OTHERWISE PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 08/12/23 Date 08/12/2023 Issue FOR PERMIT N Page A-103 ROOF PLAN - PROPOSED 01 Roof Plan - Proposed 1/4" = 1'-0" LIGHTING SPEC AT VAULT CEILINGS TO MAINTAIN R-VALUE(cid:30) CONFIRM W/ ARCH EXISTING KITCHEN EXISTING LIVING / DINING D 1 D 1 NEW BEDROOM 3 D 1 F 1 VAULT CEILING D 1 El 8'-0" NEW BATH 2 T X D 1 SS + 4 0 " S S S S El 7'-0" CL El 7'-0" CL El 7'-0" S D 1 VAULT CEILING (CONTINUES ABOVE LOFT) S S El 7'-0" LOFT ABOVE El 7'-0" T X D 1 01 A-301 D 1 NEW BEDROOM 2 D 1 D 1 SS O O S S NEW HALL El 8'-0" VIF S S CONFIRM EXISTING SMOKE DETECTORS REMAIN OPERATIONAL EXISTING BATH CL **ONLY NEW LIGHTS(cid:15) SWITCHES (cid:9) OUTLETS ARE SHOWN THROUGHOUT(cid:15) U.N.O.** WHERE NEW LIGHTS ARE SHOWN IN EXISTING CEILINGS(cid:15) THE EXISTING LIGHTS WITHIN THAT CEILING SHALL BE REMOVED(cid:15) U.N.O.(cid:30) WHEREVER POSSIBLE(cid:15) REGROUP EXISTING SWITCHES ALONGSIDE NEW ONES(cid:30) TYP. EXISTING HOUSE TO REMAIN AS-IS EXISTING BEDROOM 1 EXISTING CEILING (cid:9) LIGHTING TO REMAIN ALL EXISTING ELEMENTS OUTSIDE OF THE LIMITS OF CONSTRUCTION TO REMAIN AS-IS(cid:15) UNLESS OTHERWISE NOTED(cid:30) GC TO PROTECT (cid:9) AND REPAIR ALL CONSTRUCTION RELATED DAMAGES(cid:15) TYP. Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 RECESSED DOWNLIGHT SURFACE MOUNT DOWNLIGHT WALL SCONCE LIGHT TX TOILET EXHAUST S S S 3 S D SMOKE DETECTOR SWITCH - TYPICAL SWITCH - 3-WAY SWITCH - DIMMER T THERMOSTAT DUPLEX OUTLET QUADRUPLEX GFCI OUTLET (WP IF EXTERIOR) O DEDICATED OUTLET - CONFIRM APPLIANCE REQ. DATA / TV CABLES LIGHTING TYPES D1 F1 * - DOWNLIGHT - 4" - PROVIDE DIMMERS - FAN - INTERIOR COORD. SWITCH LOCATIONS W/ OWNER PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 08/12/23 Date 08/12/2023 Issue FOR PERMIT N Page A-104 REFLECTED CEILING PLANS & ELECTRICAL PROPOSED 01 Level 01 RCP - Proposed - Electrical & Lighting 1/4" = 1'-0" MODIFY EAVES AS REQUIRED TO FULLY INTEGRATE WATERPROOFING & FLASHINGS AT NEW ADDITION WINDOW TO BE RELOCATED RE DEMO PLAN FOR ITEMS TO BE REMOVED RE 01D/02D FOR FULL SUBCHAPTER F NOTES 04D Elevation - Existing - West 1/4" = 1'-0" RE 01D/02D FOR FULL SUBCHAPTER F NOTES 03D Elevation - Existing - South 1/4" = 1'-0" 4 5 ° ' " 0 - 5 1 ' " 0 - 5 1 TENT 2 (54(cid:28).3(cid:10)) HIGH PT TENT 1 (548.5) HIGH PT MAX BUILDING HEIGHT ' " 0 - 2 3 EXISTING RIDGE HEIGHT 547.7 CoA BUILDING HEIGHT ZONING REFERENCE ONLY F I V " 2 / 1 9 - 2 1 ' F I V " 4 / 1 8 - 2 1 ' 550.16 FINISH FLOOR ELEV 547.7 AVERAGE ADJ. GRADE 548.1 (HIGH GD) 547.3 (LOW GD) 02D Elevation - Existing - East 1/4" = 1'-0" 01D Elevation - Existing - North 1/4" = 1'-0" Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 5° 4 ' " 0 - 5 1 TENT 1 (548.5) HIGH PT PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 08/12/23 Date 08/12/2023 Issue FOR PERMIT Page A-200D ELEVATIONS DEMO/EXISTING MODIFY EAVES AS REQUIRED TO FULLY INTEGRATE WATERPROOFING & FLASHINGS AT NEW ADDITION TRIM & SIDING TO MATCH EXISTING; TYP. THROUGHOUT 12 5 MATCH EXISTING RIDGE HEIGHT TRIM & SIDING TO MATCH EXISTING; TYP. THROUGHOUT 12" VIF F I V " 9 - 3 ' " 9 - 3 ' B A EGRESS " 4 - 1 ' " 3 - 8 ' " 4 - 5 ' " 2 - 2 ' 12" VIF 12 5 2'-6" " 2 / 1 6 - 1 ' " 1 - 6 ' 550.16 FINISH FLOOR ELEV F I V " 2 / 1 9 - 2 1 ' " 2 / 1 6 - 1 ' " 1 - 6 ' " 4 - 1 ' " 3 - 8 ' 9' VIF C C GENERAL ROOFING NOTE: NEW COMPOSITE SHINGLE ROOF ASSEMBLY TO MATCH AND BE FULLY INTEGRATED W/ EXISTING ROOFING ASSEMBLY; TYP. THROUGHOUT PROVIDE COMPLETE ROOFING ASSEMBLY, INCORPORATING ALL TRIM, COPINGS, FASCIAE, GUTTERS, DOWNSPOUTS, MISCELLANEOUS FLASHINGS AND ACCESSORIES, REQUIRED FASTENERS, CLOSURE STRIPS, THERMAL SPACERS, SPLICE PLATES, SUPPORT PLATES, VENTS, BACKER RODS AND SEALANTS, AS REQUIRED, PER MANUFACTURER'S WARRANTIED ASSEMBLY PROFILE AND COLOR TO BE SUBMITTED FOR OWNER APPROVAL 9' VIF SLOPE 1/4" PER FT MIN . P Y T P A G " 2 / 1 1 " 1 1 - 6 ' " 2 / 1 1 " 2 / 1 3 " 6 " 6 " 6 RELOCATE WINDOW FROM KITCHEN HORIZONTAL WOOD SCREEN RE 01D/02D FOR FULL SUBCHAPTER F NOTES 04 Elevation - Proposed - West 1/4" = 1'-0" RE 01D/02D FOR FULL SUBCHAPTER F NOTES 03 Elevation - Proposed - South 1/4" = 1'-0" TRIM & SIDING TO MATCH EXISTING; TYP. THROUGHOUT MODIFY EAVES AS REQUIRED TO FULLY INTEGRATE WATERPROOFING & FLASHINGS AT NEW ADDITION 12" VIF 12 5 2'-6" " 2 / 1 6 - 1 ' " 1 - 6 ' 12 5 " 4 - 1 ' " 3 - 8 ' " 4 - 5 ' " 2 - 2 ' B A EGRESS 12" VIF " 2 / 1 5 " 1 1 - 6 ' " 2 / 1 5 - 6 ' R O O D " 8 - 6 ' D100-1 " 2 / 1 1 MATCH EXISTING RIDGE HEIGHT F I V " 2 / 1 9 - 2 1 ' " 2 / 1 3 " 1 1 - 6 ' SLOPE 1/4" PER FT MIN . P Y T P A G " 2 / 1 1 550.16 FINISH FLOOR ELEV " 2 / 1 1 HORIZONTAL WOOD SCREEN RE 01D/02D FOR FULL SUBCHAPTER F NOTES 02 Elevation - Proposed - East 1/4" = 1'-0" RE 01D/02D FOR FULL SUBCHAPTER F NOTES 01 Elevation - Proposed - North 1/4" = 1'-0" Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 08/12/23 Date 08/12/2023 Issue FOR PERMIT Page A-200 ELEVATIONS PROPOSED Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 NOTE: CONTRACTOR SHALL REMAIN RESPONSIBLE FOR LOCATING AND VERIFYING ADEQUACY OF ALL EXISTING MEP SYSTEMS AND EXTENDING THEM TO NEW ADDITION FOR A COMPLETE AND FUNCTIONAL INSTALLATION OF ALL MEP ITEMS R-19 MIN INSULATION AT WALLS R-49 MIN INSULATION AT ROOF; R-13 MIN INSULATION UNDERSIDE OF EXPOSED FLOOR RE STRUCTURAL FOR SLAB PREPARATION, FOUNDATION & FRAMING DETAILS, TYP. COORDINATE ALL WATERPROOFING DETAILS W/ ARCH, TYP. THROUGHOUT SLOPES SHALL BE 1/4" PER FT MIN. UNLESS NOTED OTHERWISE PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 08/12/23 Date 08/12/2023 Issue FOR PERMIT Page A-301 SPRAY FOAM INSULATION REQUIRED @ VAULT CEILING 12 5 NEW RIDGE @ SAME HEIGHT AS EXISTING RIDGE 12 5 1'-0" F I V " 4 / 3 0 - 4 ' PTD GYP BD VAULT CEILING RE PLAN 7 1/4" DUCT ROUTING ABOVE CLOSETS & LOFT; CONFIRM EXTENTS IN FIELD LOFT FRAMING PER PLAN SISTERED RAFTER TAILS; TYP 1'-0" C " 4 - 1 ' " 3 - 8 ' F I V " 2 / 1 9 - 2 1 ' ' " 0 - 0 1 " 4 / 1 1 1 " 0 - 7 ' NEW PTD GYP BD DROP CEILINGS RE PLAN " 0 - 8 ' " 8 - 6 ' EXISTING AREAS TO REMAIN AS-IS U.N.O. PER PLAN BEDROOM 2 W/D HALL EXISTING HOUSE 01 FRAMING SECTION - LOOKING WEST 1/2" = 1'-0" FRAMING SECTIONS Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 08/12/23 Date 08/12/2023 Issue FOR PERMIT Page A-800 3D IMAGES FOR REFERENCE ONLY STRUCTURAL NOTES FOUNDATION NOTES FOUNDATION CONSTRUCTION ROOF FRAMING NOTES WIND BRACING NOTES CODES AND SPECIFICATIONS 1. REMOVE ALL VEGETATION AND TOP 6 INCHES OF TOP SOIL PRIOR TO 1. ALL FRAMING MEMBERS AND CONSTRUCTION TO BE PER 2021 EDITION OF 1. WIND LOADS PER 2021 INTERNATIONAL RESIDENTIAL CODE: 1. 2021 EDITION OF THE RESIDENTIAL BUILDING CODE. 2. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. 3. ACI 301-05 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS AND ACI-318-08 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. TREES). THE SLAB. CONSTRUCTING FOUNDATION (EXCEPT IN THE 1/2 CRZ OF PROTECTED INTERNATIONAL RESIDENTIAL CODE. 2. DRAINAGE AROUND THE PERIMETER OF THE FOUNDATION SHALL BE DONE AND SUPPORTING BEAMS TO BE CONTROLLED BY IRC FASTENER PER IRC SUCH THAT NO WATER SHALL COLLECT UNDER OR ADJACENT TO SCHEDULES(S) IF NOT SPECIFICALLY SHOWN ON ENGINEERING PLANS OR 2. ROOF RAFTERS ATTACHMENT TO LOAD BEARING WALLS, CEILING JOISTS MATERIALS 3. PROVIDE A VAPOR BARRIER UNDER THE SLAB, DRAPE VAPOR BARRIER DOWN BEAM SIDES A MINIMUM OF 6 INCHES, ADJACENT SHEETS SHALL BE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OVERLAPPED 6 INCHES AND PINNED OR SEALED. 4. FOR FIELD CONDITIONS NOT EXPLICITLY COVERED BY PLANS AND DETAILS, 4. FRAMING MEMBERS TO BE #2 SOUTHERN PINE. REFER TO NOTE 4 OF 3. FASTENERS BETWEEN PANEL ENDS SHALL BE PER LATEST IRC. 6. PURLIN SIZE SHALL MATCH RAFTER SIZE. MAXIMUM SUPPORT SPACING: 5. MAXIMUM BWL SPACING: 60 FT. CONTACT ENGINEER OF RECORD. 5. CONTRACTOR TO VERIFY ALL DROPS, DIMENSIONS, AND BRICK LEDGES. 6. REPORT ALL CONFLICTS TO THE ENGINEER OF RECORD. 7. PRE-POUR INSPECTIONS BY ENGINEER OF RECORD IS REQUIRED. OF 3000 PSI (FOUNDATION) / 4000 PSI (POOL) 1.1. MINIMUM CEMENT CONTENT: 4 SACKS / C.Y. 1.2. MAXIMUM WATER/CEMENT RATIO: 0.50 1.3. SLUMP RANGE: 5" MIN - 8" MAX. 1.4. MAX. COARSE AGGREGATE SIZE: 3 4" 2. ALL REINFORCING SHALL BE ASTM A-615, GRADE 60 3. STANDARD PROTECTIVE COVER OF REINFORCING BARS UNLESS OTHERWISE NOTED SHALL BE: 3.1. WHERE CAST AGAINST DIRT OR FILL .. . . . . . 3" 3.2. EXPOSED TO EARTH OR WATER . . . . .. . . . 2" 3.3. SLABS AND WALLS (EXTERIOR) . . . .. . . . . . 2" 4. FILL FOR PADS UNDER FOUNDATION TO BE A GRANULAR MATERIAL WITH A LIQUID LIMIT OF 37 AND A PLASTICITY INDEX OF 15. DETAILS. 3. ROOF DEFLECTION CRITERIA: L/240 CEILING FRAMING NOTES. 5. ROOF RAFTERS SHALL BE 2X6 @ 24" O.C. MIN., U.N.O. 7. INDICATES RIDGE, RAFTER OR PURLIN BRACING WITH BEARING INDICATES RIDGE, RAFTER OR PURLIN BRACING WITH BEARING 4'-0" O.C., U.N.O. POINT DIRECTLY BELOW. POINT LOCATION. 8. BRACES UP TO 6 FT LONG SHALL BE 2X4. LONGER BRACES / POSTS SHALL BE MADE OF 2- 2X6 FASTENED TOGETHER IN A "L" OR "T" PATTERN. 9. VERIFY ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS. 10. PLYWOOD ROOF SHEATHING OR OSB SHALL BE 1 2" THICK MIN. U.N.O. 1. ALL FRAMING MEMBERS AND CONSTRUCTION TO BE PER 2021 EDITION OF INTERNATIONAL RESIDENTIAL CODE. CEILING FRAMING NOTES 2. DESIGN LOADS: 2.1 LIVE LOADS: A. UNINHABITABLE ATTICS W/O STORAGE. . . . . . . . . . .10 PSF B. UNINHABITABLE ATTICS W/ LIMITED STORAGE. . . . . . 20 PSF C. HABITABLE ATTICS AND SLEEPING AREAS. . . . . . . . . .30 PSF D. ALL OTHER AREAS EXCEPT BALCONIES AND DECKS. . . . 40 PSF E. ROOF LIVE LOAD: 20 PSF, REDUCIBLE PER LATEST IBC 3. ALL CEILING JOISTS TO BE 2X6 @ 24" O.C., TYPICAL U.N.O. CEILING DEFLECTION CRITERIA: L/240 4. DESIGN VALUES FOR VISUALLY GRADED LUMBER: ALL FRAMING MEMBERS TO BE #2 SOUTHERN YELLOW PINE AND SHOULD COMPLY WITH THE DESIGN VALUES SET BY THE AMERICAN WOOD COUNCIL (AWC) EFFECTIVE ON JUNE, 2013. LUMBER FB (PSI) FV (PSI) E (KSI) 2X6 2X8 2X10 2X12 1,000 925 800 750 175 175 175 175 1,400 1,400 1,400 1,400 5. LAMINATED VENEER LUMBER (LVL): E=2,000,000 (2.0E); FB=2600 PSI; FV=285 PSI 6. CEILING JOISTS SPACED AT 24" O.C., U.N.O. BASIC WIND SPEED: 115 MPH (3 SEC. GUST) EXPOSURE: B BUILDING CATEGORY II 1 = 1.0 2. SHEATHING TO BE 7 16" STRUCTURAL PLYWOOD OR OSB. ATTACH WITH/ FASTENERS 6" O.C. @ EDGES AND 12" O.C. INTERMEDIATE STUDS. PER 2021 1RC. TABLE R602.3 (1). 2X STUDS AT 16" O.C. FASTEN STUDS PER LATEST IRC. 4. USE DETAIL 1 & 2 (TYP. DETAIL SHEET) FOR 1X4 LET IN BRACED WALL. 6. FLOOR DECK SHALL BE 3 4" (MIN.) PLYWOOD OR OSB FASTENED WITH 8D COMMON NAILS @ 6" O.C. (EDGES) AND 12" O.C. (INTERMEDIATE) 7. ROOF DECK SHALL BE 7 16" (MIN.) PLYWOOD OR OSB FASTENED WITH 8D COMMON NAILS @ 6" O.C. (EDGES) AND 12" O.C. (INTERMEDIATE) LEGEND SYMBOL DESCRIPTION BRACING METHOD 7 16" PLYWOOD / OSB SHEATHING 7 16" PORTAL FRAME (PLYWOOD/OSB) STRUCTURAL GRADE T- PLY (THERMO PLY) GYPSUM BOARD ONE FACE GYPSUM BOARD TWO FACES 1- 1x4 LET IN OR METAL X OR V BRACE (SIMPSON WB/WBC WALL BRACING) WSP: WOOD STRUCTURAL PANEL (2) PFH (3) / PFG (4), REFER PLAN CS-SFB: STRUCTURAL FIBER BOARD 1 2" GYPSUM BOARD REF. TABLE R602.10.2 NAILS/SCREWS @ 7" O.C. 1 2" GYPSUM BOARD REF. TABLE R602.10.2 NAILS/SCREWS @ 7" O.C. LIB: LET IN BRACING HOLD DOWN LOCATION PFH (3) / PFG (4), (REF. DETAIL 3 ON SHEET S4) BRACING METHOD THICKNESS (TABLE R602.10.4) FASTENERS (TABLE R602.10.4) LET-IN BRACING 1x4 (45° - 60°) 2 - 8d COMMON NAILS CS-WSP CONT. SHEATHED WALL STRUCTURAL PANEL LIB GB PF GYPSUM BOARD PORTAL FRAME 7 16" 1 1 2" 2" (1) IRC 2021: R602.10.2 / R602.10.4.1 (2) EITHER SIDE OF WALL ON INTERIOR WALLS (3) PORTAL FRAME (INTERMITTENT) WITH HOLD DOWNS. (4) PORTAL FRAME AT GARAGE. 2" LONG x0.12" DIA. (FOR 1 2" 4" LONG 1 1 THICK SHEATHING) 1 3 x0.12" DIA. (FOR 25 SHEATHING) GALVANIZED ROOFING NAILS OR 8d COMMON (2 1 X0.131" DIA.) NAILS. 32" THICK 2" LONG [REF. TABLE R602.3(1)] [REF. TABLE R602.3(1)] S G N I W A R D N O I T A N I D R O O C . S G N I W A R D N O I T A N I D R O O C N O I T C U R T S N O C R O F T O N S G N I W A R D T I M R E P t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S0.0 DEMO SIDING (REF. ARCH'L) DEMO WINDOW (REF. ARCH'L) DEMO STEPS (REF. SCHEDULE) DEMO WALL AND DOOR (REF. SCHEDULE) GENERAL DEMOLITION NOTES 1. VERIFY FIELD CONDITIONS PRIOR TO START OF DEMOLITION AND NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES. 2. ALL NEW CONSTRUCTION TO COMPLY TO THE 2021 EDITION OF THE INTERNATIONAL BUILDING CODE AND INTERNATIONAL RESIDENTIAL CODE. 3. REMOVAL OF ANY STRUCTURAL COMPONENT BEYOND THE SCOPE OF THESE DRAWINGS (LOAD BEARING WALL, CEILING/FLOOR JOISTS, ETC) IS PROHIBITED WITHOUT THE CONSENT OF THE ENGINEER OF RECORD. 4. PROTECT ALL STRUCTURAL COMPONENTS OF THE EXISTING BUILDING TO REMAIN DURING DEMOLITION/ CONSTRUCTION. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY/ALL DAMAGES CAUSED BY HIMSELF OR ANY OF HIS SUB-CONTRACTORS. 5. PROVIDE ADEQUATE BRACING AND SHORING OF EXISTING BEARING AND NON-BEARING WALLS TO REMAIN. ALSO PROVIDE ADEQUATE BRACING AT ALL AREAS OF CEILING CUTTING. NOTE: ENGINEER OF RECORD OR REPRESENTATIVE TO ASSESS THE EXISTING STRUCTURE WHEN DRYWALL IS REMOVED TO VERIFY LOAD BEARING ROOF/CEILING POINTS/WALLS/SUPPORTING MEMBERS TEMPORARY SUPPORT NOTES: 1. TEMPORARY SUPPORTS SHALL BE USED DURING THE CONSTRUCTION PROCESS TO REPLACE EXISTING STRUCTURAL COMPONENTS. 2. REMOVE TEMPORARY SUPPORTS UPON INSPECTOR'S APPROVAL. 3. ENGINEER OF RECORD OR QUALIFIED REPRESENTATIVE TO INSPECT REPAIR WORK UPON COMPLETION. 4. NOTIFY THE ENGINEER OF RECORD IF FIELD CONDITIONS DIFFER FROM PLANS/DETAILS. LEGEND DEMO WALL NEW LOAD BEARING: 2X4@16"O.C. NON-LOAD BEARING: 2X4@24" O.C. WINDOWS TO BE REMOVED/REPLACED WALLS TO REMAIN DEMOLITIION PLAN SCALE: 1/8"=1'-0" t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S0.1 " 6 A " 4 1 ' 6 - 1 1 " 4 1 ' 6 - 1 1 C " 6 1 6" 2 7'-53 4" 7'-53 4" 3 6" F1 F2 F1 MIN. 2'-6" TO EXISTING FOUNDATION STRUCTURE EXISTING PIER AND BEAM FOUNDATION TO REMAIN B F2 F3 F2 HELICAL PILE TO LIMESTONE (TYP.) (REF. 1/S1.0) REF S1.1 FOR CRZ PLAN F1 EXISTING PIER AND BEAM FOUNDATION TO REMAIN HELICAL PILE TO LIMESTONE (REF. 1/S1.0) " 4 3 1 - 4 ' 1'-0" 6'-6" (FOOTING) 2 " 4 1 7 - 3 ' " 6 D NOTE: REFER TO DETAIL 1/S1.1 FOR FORMING OF FOUNDATION NEAR PROTECTED TREES 6" 7'-53 4" 6" 4" 4'-03 F1 5'-4" 6" 4X4 WOOD POST (DF#1) W/ SIMPSON ABU44 COL. BASE 1 2 2.4 2.9 MANDATORY PRE-DRYWALL FRAME INSPECTION TO BE PERFORMED BY SEC PRIOR TO INSULATION PRE-POUR INSPECTION BY SEC REPRESENTATIVE IS REQUIRED.TO SCHEDULE CONTACT OFFICE@SECTEXAS.COM OR CALL 512-215-4364 EXISTING FOUNDATION NOTES 1. CONDITION OF EXISTING FOUNDATION SHOULD BE ASSESSED BY A THIRD PARTY TO DETERMINE IF STABILIZATION AND/OR LEVELING IS REQUIRED. SEC SOLUTIONS LLC SHOULD BE NOTIFIED OF EXISTING FOUNDATION ISSUES AND PROPOSED CORRECTIONS. SEC SOLUTIONS LLC SHALL NOT BE HELD LIABLE FOR PRE-EXISTING DEFFICIENCIES. 2. SEC SOLUTIONS LLC IS NOT RESPONSIBLE FOR DAMAGES CAUSED BY FOUNDATION REPAIR PROCEDURES. 3. DESIGN OF NEW ADDED-ON FOUNDATION IS INTENDED TO MATCH OR EXCEED THE PERFORMANCE LEVEL OF EXISTING FOUNDATION(S). DIFFERENTIAL MOVEMENT BETWEEN EXISTING AND NEW PORTIONS OF FOUNDATION ARE ANTICIPATED AND ARE NOT INDICATION OF DEFFICIENT DESIGN. 4. CONTRACTOR TO NOTIFY SEC SOLUTIONS LLC IF UNFORESEEN CONDITIONS, RELATED TO EXISTING FOUNDATION, ARE NOTICED DURING THE TIME OF NEW FOUNDATION CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO, WIDE CRACKS ON FLOORS/WALLS, PLUMBING LEAKS, EXCESSIVE FLOOR DEFLECTION, ETC. CONDITIONS SUCH AS THESE MAY IMPACT THE NEW FOUNDATION DESIGN/CONSTRUCTION AND MUST BE MITIGATED OR CORRECTED PRIOR TO NEW CONSTRUCTION. DECKING AND WATERPROOFING BY OTHERS FLOOR JOISTS (TREATED) (REF. PLAN) F.F.E. (REF. ARCH'L) T.O.C. (REF. ARCH'L) 4- #4 (VERT.) W/ #3 TIES @ 6" O.C. G R A D E G R A D E WOOD BEAM (TREATED) (REF. PLAN) BOTTOM PLATE (TREATED) SIMPSON MASB (STD.) STRAP ANCHORS, EMBEDED INTO CONCRETE, TYP. ) E D A P S R A ( " 8 1 I E D A R G O T N I #5 @ 3" O.C.E.W. (9"x9") ON TOP OF STEEL PILE (TYP.) AIRSPADE TOP 18" OF EXCAVATION (MIN.) HELICAL PILE NOTES: 1. MIN. DIMENSIONS: SHAFT: 2" HELIX: 10" B A L S O T N I " 2 2. MIN. EMBEDMENT INTO GRADE: 10 FT. OR TO ATTAIN THE FOLLOWING LOADS: ALLOWABLE: 10,000 LBS ULTIMATE: 20,000 LBS 3. COMPLIANCE TO THE REQUIREMENTS PRESENTED IN DESIGN DOCUMENTS MUST BE PRESENTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL. SECTION 1 PLAN NOTES 1. CONCRETE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND COORDINATE STRUCTURAL PLANS AND DETAILS WITH ARCHITECTURAL DRAWINGS BEFORE CONCRETE WORK. 2. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB DROPS & ACCESSIBILITY REQUIREMENTS DESIGN SUMMARY 1. CONCRETE COMPRESSIVE STRENGTH (28 DAYS): 3000 PSI GEOTECHNICAL SUMMARY 1. GEOTECHNICAL REPORT BY: SEC SOLUTIONS LLC 2. PROJECT NUMBER: 23129 3. DESIGN PI: NP 4. ALLOWABLE BEARING CAPACITY: 600 PSF (3 FT) 500 PSF (2 FT) PIER LOCATION PLAN SCALE: 1/8"=1'-0" PIER AND BEAM AREA: 464 SF t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S1.0 F1 F2 F1 F2 F3 F2 HELICAL PILE TO LIMESTONE (TYP.) (REF. 1/S1.0) EXISTING PIER AND BEAM FOUNDATION TO REMAIN EXISTING PIER AND BEAM FOUNDATION TO REMAIN NOTE: REFER TO DETAIL 1/S1.1 FOR FORMING OF FOUNDATION NEAR PROTECTED TREES F1 F1 AIRSPADE PIER & FOOTING, REF. 1/S1.0 & 6/S2.0 1 2 CRZ FULL CRZ EXISTING TREE EXISTING TREE 1 4 CRZ (PENETRATION PROHIBITED 4 CRZ) WITHIN 1 OVEREXCAVATION: (DO NOT EXCAVATE WITHIN THE 1 2 CRZ) 1 2 CRZ Z R C % 0 5 F O E G D E FOUNDATION FORM 2X FORM SUPPORT SECURED TO 2X4 IN 50% CRZ W/ FRAMING NAILS ADD'L STAKES AS NEEDED OUTSIDE OF 50% CRZ 2X6 ON TOP OF GRADE BRACED W/ 1 2" SMOOTH FORM PIN EXIST. GRADE 2X4 ON TOP OF GRADE IN 50% CRZ NAILED TO ADJACENT 2X6 1 2" SMOOTH FORM PIN SECURED W/ DOUBLE HEADED FRAMING NAILS OR #5 REBAR W/ POINTED TIP 2 CRZ) (TYP) (NO STAKES WITHIN THE 1 CONCRETE GRADE BEAM (REF. PLAN) NO BATTER BOARD OR FOUNDATION FORMWORK STAKES WITHIN THE 1 2 CRZ EXCEPT #5 REBAR W/ POINTED TIP. USE A STRONGBACK DESIGN TO GET ANY LARGER STAKES OUT OF THE 1 2 CRZ. SEE TYPICAL CRZ DETAIL S1.0. FOUND. BRACING DET. NEAR PROTECTED TREES 1 t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S1.1 CRZ PLAN SCALE: 1/8"=1'-0" 3/4" (MIN.) PLYWOOD SUBFLOOR 2 S2.0 (3) 2X10 (SYP#1)(CONT.) 1 S2.0 (2) 2X10 (SYP#1)(CONT.) ) 1 # P Y S ( 0 1 X 2 ) 3 ( ) 1 # P Y S ( 0 1 X 2 ) 3 ( @ ) 1 # P Y S ( 6 x 2 ) . P Y T ( . C . O " 6 1 S T S I O J R O O L F ) D E T A E R T ( ) 1 # P Y S ( 0 1 X 2 ) 3 ( @ ) 1 # P Y S ( 6 x 2 ) . P Y T ( . C . O " 6 1 S T S I O J R O O L F ) D E T A E R T ( ) 1 # P Y S ( 0 1 X 2 ) 3 ( @ ) 1 # P Y S ( 6 x 2 ) . P Y T ( . C . O " 6 1 S T S I O J R O O L F ) D E T A E R T ( ) 1 # P Y S ( 0 1 X 2 ) 3 ( 6 S2.0 2 4 S2.0 @ ) 1 # P Y S ( 6 x 2 ) . P Y T ( . C . O " 6 1 S T S I O J R O O L F ) D E T A E R T ( ) 1 # P Y S ( 0 1 X 2 ) 3 ( 3 S2.0 CANTILEVER OVER FOOTING 2X10 (SYP#1) LEDGER (TREATED) 2x6 (SYP#1) @ 24" O.C. (TYP.) (FLOOR JOISTS) (TREATED) 2 5 S2.0 2X10 (SYP#1) LEDGER (TREATED) (3) 2X10 (SYP#1)(CONT.) 2 7 S2.0 DECKING, DRAINAGE & WATERPROOFING BY OTHERS (TYP) 4X4 W O O D P O ST (DF#1) W / SIM PSO N BC4 C O L. C AP 1 S1.0 SIM. @ ) 1 # P Y S ( 6 x 2 ) . P Y T ( . C . O " 4 2 ) S T S I O J R O O L F ( ) D E T A E R T ( 4 X W 4 W / S I M O O P S O D P N B O S T ( D C 4 C F # 1 ) O L . C A P t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED MATERIAL NOTES 1. CONCRETE COMPRESSION STRENGTH (28 DAYS): 3000 PSI 2. ALL LUMBER TO BE #1 SYP OR SUPERIOR. 3. ALL NEW LUMBER IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED. 4. WOOD JOISTS CLOSER THAN 18 INCHES TO GRADE MUST BE PRESSURE TREATED. 5. WOOD GIRDERS CLOSER THAN 12 INCHES TO EXPOSED GROUND MUST BE PRESSURE TREATED. FOUNDATION FRAMING PLAN SCALE: 1/8"=1'-0" S1.2 WOOD BEAM (TREATED) (REF. PLAN) BOTTOM PLATE (TREATED) FINISH GRADE 12" Ø CONCRETE PIER W O L E B " 0 - 3 ' E D A R G L A R U T A N 2X WALL ABOVE PLYWOOD/OSB SUBFLOOR FLOOR JOISTS/WOOD BEAM (TREATED)(REF. PLAN) F.F.E. (REF. ARCH'L) T.O.C. (REF. ARCH'L) SIMPSON MASB (STD.) STRAP ANCHORS, EMBEDED INTO CONCRETE, TYP. 4- #4 VERTICAL BARS W/ #3 TIES @ 12"O.C.,TYP. #4's @ 6" O.C. EA. WAY . R L C " 3 " 0 1 2'-6" SQ. WOOD BEAM (TREATED) (REF. PLAN) BOTTOM PLATE (TREATED) FINISH GRADE 12" Ø CONCRETE PIER W O L E B " 0 - 2 ' E D A R G L A R U T A N PIER & BEAM,TYP. TYPE F1/F2 1 PIER & BEAM,TYP. TYPE F1/F2 2 PIER & BEAM, TYP. TYPE F1 2'-0" SQ. 2'-0" SQ. " 0 1 " 0 1 " 0 1 " 0 1 WOOD BEAM (TREATED) (REF. PLAN) EXISTING PIER AND BEAM FOUNDATION TO REMAIN 2x LEDGER (REF. PLAN) CANTILEVER BEAM OVER FOOTING PLYWOOD/OSB SUBFLOOR FLOOR JOISTS/WOOD BEAM (TREATED)(REF. PLAN) F.F.E. (REF. ARCH'L) T.O.C. (REF. ARCH'L) SIMPSON MASB (STD.) STRAP ANCHORS, EMBEDED INTO CONCRETE, TYP. FINISH GRADE 2x BEAM (REF. PLAN) WOOD BEAM (TREATED) (REF. PLAN) 2 EXISTING PIER AND BEAM FOUNDATION TO REMAIN 2x LEDGER (REF. PLAN) 12" Ø CONCRETE PIER 4- #4 VERTICAL BARS W/ #3 TIES @ 12"O.C.,TYP. T N E C A J D A T N E M D E B M E " 0 - 2 ' E R U T C U R T S G N T S I I X E O T #4's @ 6" O.C. EA. WAY . R L C " 3 " 0 1 2'-6" SQ. PIER & BEAM,TYP. TYPE F1/F2 4 " 0 1 2'-6" SQ. PIER & BEAM,TYP. TYPE F1/F2 5 2X WALL ABOVE PLYWOOD/OSB SUBFLOOR FLOOR JOISTS (TREATED) (REF. PLAN) F.F.E. (REF. ARCH'L) T.O.C. (REF. ARCH'L) SIMPSON MASB (STD.) STRAP ANCHORS, EMBEDED INTO CONCRETE, TYP. 4- #4 VERTICAL BARS W/ #3 TIES @ 12"O.C.,TYP. #4's @ 6" O.C. EA. WAY . R L C " 3 PLYWOOD/OSB SUBFLOOR FLOOR JOISTS/WOOD BEAM (TREATED)(REF. PLAN) F.F.E. (REF. ARCH'L) T.O.C. (REF. ARCH'L) SIMPSON MASB (STD.) STRAP ANCHORS, EMBEDED INTO CONCRETE, TYP. FINISH GRADE 12" Ø CONCRETE PIER 4- #4 VERTICAL BARS W/ #3 TIES @ 12"O.C.,TYP. T N E C A J D A T N E M D E B M E " 0 - 2 ' E R U T C U R T S G N T S I I X E O T #4's @ 6" O.C. EA. WAY . R L C " 3 WOOD BEAM (TREATED) (REF. PLAN) PLYWOOD/OSB SUBFLOOR FLOOR JOISTS/WOOD BEAM (TREATED)(REF. PLAN) S G N I W A R D N O I T A N I D R O O C . S G N I W A R D N O I T A N I D R O O C N O I T C U R T S N O C R O F T O N S G N I W A R D T I M R E P WOOD BEAM (TREATED) (REF. PLAN) DECKING AND WATERPROOFING BY OTHERS . F E R ' L H C R A BOTTOM PLATE (TREATED) FINISH GRADE 12" Ø CONCRETE PIER W O L E B " 0 - 2 ' E D A R G L A R U T A N BOTTOM PLATE (TREATED) FINISH GRADE 12"Ø CONCRETE PIER W O L E B " 0 - 3 ' E D A R G L A R U T A N " 0 1 2X WALL ABOVE PLYWOOD/OSB SUBFLOOR FLOOR JOISTS/WOOD BEAM (TREATED)(REF. PLAN) F.F.E. (REF. ARCH'L) T.O.C. (REF. ARCH'L) SIMPSON MASB (STD.) STRAP ANCHORS, EMBEDED INTO CONCRETE, TYP. 4- #4 VERTICAL BARS W/ #3 TIES @ 12"O.C.,TYP. #4's @ 6" O.C. EA. WAY . R L C " 3 3 F.F.E. (REF. ARCH'L) T.O.C. (REF. ARCH'L) SIMPSON MASB (STD.) STRAP ANCHORS, EMBEDED INTO CONCRETE, TYP. 4- #4 VERTICAL BARS W/ #3 TIES @ 12"O.C.,TYP. #4's @ 6" O.C. EA. WAY . R L C " 3 2'-6" SQ. PIER & BEAM, TYP. TYPE F3 2 6 FLOOR JOISTS (TREATED) (REF.PLAN) 2x12 WOOD STRINGER (TREATED) CONC. FOOTING (CONT.) AIRSPADE EXCAVATION (2'-0") . R L C " 3 SIMPSON LSC ADJUSTABLE STRINGER CONNECTOR OR APPROVED SIMILAR WOOD STAIRS PER IRC (TREATED) FINAL GRADE 2 #5 TOP & BOTTOM W/ #3 STIRRUPS @ 24" O.C. L A R U T A N O T N I " 0 - 2 ' . P Y T , E D A R G 1'-0" FOOTING DETAIL 7 t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S2.0 (H6)(LOW) (H6)(HIGH) . G L C E K A M S R E T F A R . G L C E K A M S R E T F A R ) 8 H ( 0 1 x 2 ) 2 ( ) H S U L F ( (H10) NOTE: REFER TO ARCHITECTURAL FOR ROOF OVERHANG DETAIL I ) H G H ( ) 8 H ( 1 S3.0 . C . O " 4 2 @ 6 X 2 3/4" (MIN.) PLYWOOD SUBFLOOR 2 (H6) . C . O " 4 2 @ 6 X 2 ) G N I L I E C " 0 - 8 ( ' (H6) ) T S I . C . O " 4 2 @ 6 X 2 X E H C T A M ( ) G N I L I E C " 0 - 8 ( (H6) ' EXISTING FRAMING TO REMAIN 2 2X6 @ 24" O.C. (7'-0" CEILING) EXISTING FRAMING TO REMAIN (H6) 2X12 @ 24" O.C. (LOFT)(7'-0" CEILING) ) 6 H ( 0 1 x 2 ) 2 ( ) H S U L F ( (2) 1 3 4" X 111 (2.0E)(FLUSH) 4" LVL I ) H G H ( ) 8 H ( S R E T F A R . G L C E K A M S R E T F A R . G L C E K A M . C . O " 4 2 @ 6 X 2 ) G N I L I E C " 0 - 7 ( ' 2 ) 8 H ( (H6)(LOW) (H6)(HIGH) 6 x 2 ) 2 ( ) P O R D ( 2X6 @ 16" O.C. 6 x 2 ) 2 ( ) P O R D ( 4X4 W O O D P O ST (DF#1) W / SIM PSO N BC4 C O L. C AP (2) 2x6 (DROP) 4 X W 4 W / S I M O O P S O D P N B O S T ( D C 4 C F # 1 ) O L . C A P TRUSS NOTES 1. ALL FRAMING MEMBERS AND CONSTRUCTION TO BE PER 2021 EDITION OF INTERNATIONAL RESIDENTIAL CODE. 2. TRUSS SPACING SHOWN ON PLANS IS FOR REFERENCE ONLY. FINAL TRUSS LOCATIONS AND SPACING TO BE PROVIDED BY TRUSS SUPPLIER. 3. TRUSS ENGINEER TO PROVIDE ADEQUATE SUPPORT FOR LOADS FROM FLOORS/ROOF ABOVE. 4. POINT LOADS SHOWN WERE DERIVED FROM ROOF LOADING (LIVE AND DEAD LOADS) AND SHOULD BE SUPERIMPOSED TO FLOOR LOADS TO BE CALCULATED BY THE TRUSS ENGINEER, INCLUDING LOAD BEARING WALLS. TRUSS ENGINEER TO VERIFY ALL LOADS PERTINENT TO TRUSSES. S G N I W A R D N O I T A N I D R O O C . S G N I W A R D N O I T A N I D R O O C N O I T C U R T S N O C R O F T O N S G N I W A R D T I M R E P NOTES: 1. REFER TO WIND BRACING PLANS FOR ADDITIONAL REQUIREMENTS FOR LOAD BEARING WALL THAT ARE PART OF THE WIND LOAD RESISTING SYSTEM (SHEAR WALLS). 2. 2X4 @ 16" O.C. MAY BE USED TO A MAXIMUM PLATE HEIGHT OF 10 FT (SUPPORTING ONE FLOOR AND ROOF/CEILING ASSEMBLY). 3. CONTACT THE ENGINEER OF RECORD FOR CONDITIONS NOT COVERED IN THIS SCHEDULE. PLAN NOTES 1.  ALL CONSTRUCTION PER CURRENT EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (IRC). 2.  VERIFY PLAN DIMENSIONS AND FLOOR/CEILING ELEVATIONS(T.O.P.) WITH ARCHITECTURAL PLANS. NOTIFY ENGINEER OF RECORD OF DISCREPANCIES. 3. REFER TO GENERAL NOTES (S0.0) FOR MATERIAL PROPERTIES AND CONSTRUCTION RECOMMENDATIONS. 4.  AT A MINIMUM, DOUBLE JOISTS AT HVAC UNIT LOCATIONS. 5.  NOTIFY THE ENGINEER OF RECORD IF FIELD CONDITIONS DON'T ALLOW FRAMING MEMBERS TO BE PLACED AS SHOWN ON PLANS. 6. REFER TO TYPICAL DETAIL SHEET FOR MULTIPLE MEMBER CONNECTION DETAIL(S). WALL SCHEDULE DESIGNATION SYMBOL FRAMING LOAD-BEARING WALL NON-LOAD BEARING WALL 2X4 (MIN.) STUDS (DF #1 OR SYP #2) @ 16" O.C. (MAX.) 2X4 (MIN.) STUDS (DF #1 OR SYP #2) @ 24" O.C. (MAX.) SYMBOL DESCRIPTION LEGEND OUTLINE OF FLOOR AREA 2.0E MICROLAM LVL BEAM #2 SOUTHERN YELLOW PINE 2x HEADER CEILING JOISTS (REF. PLAN) FLOOR TRUSSES BY OTHERS POINT LOAD FROM FLOOR ABOVE INVERTED HANGERS FACE HANGERS LABEL (H4) (H6) (H8) (H10) (H12) FRAMING (2) 2X4 (H) (2) 2X6 (H) (2) 2X8 (H) (2) 2X10 (H) (2) 2X12 (H) HEADER LEGEND TRIMMERS/POST (1) 2X6 OR (1) 2X4 (1) 2X6 OR (1) 2X4 (1) 2X6 OR (1) 2X4 (2) 2X6 OR (2) 2X4 (2) 2X6 OR (2) 2X4 KING STUDS* (1) 2X6 OR (1) 2X4 (1) 2X6 OR (1) 2X4 (1) 2X6 OR (1) 2X4 (1) 2X6 OR (1) 2X4 (1) 2X6 OR (1) 2X4 *KINGS STUDS TO BE REPLACED BY COMPRESSION STUDS AS SHOWN IN THE TDS HOLDOWN DETAILS WHERE OCCURS t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S3.0 PLYWOOD / OSB SHEATHING 2 ROWS OF 1 2" WOOD SCREWS @ 6" O.C. (TOENAIL) 4" x 3 1 2x BACK-UP BLOCKING 2x BACK-UP BLOCKING SOFFIT HT. = REF. ARCH'L REF. ARCH'L NOTE: REFER TO ARCHITECTURAL FOR ROOF OVERHANG DETAIL 2 SECTION 1 1ST FLOOR - CEILING FRAMING SCALE: 1/8"=1'-0" HOLDOWN SCHEDULE SYMBOL TYPE SIMPSON MSTC28 ASPHALT SHINGLE ROOF: 1 2" DECK ON 2X8 RAFTERS @ 24" O.C., U.N.O., (TYP.) SIMPSON H2.5A EA. RAFTER TYP. ASPHALT SHINGLE ROOF: 1 2" DECK ON 2X6 RAFTERS @ 24" O.C., U.N.O., (TYP.) 2 SIMPSON LSU (ADJUSTABLE RAFTER HANGER) EACH RAFTER, (VAULTED CEILING) ASPHALT SHINGLE ROOF: 1 2" DECK ON 2X6 RAFTERS @ 24" O.C., U.N.O., (TYP.) NOTE: REFER TO ARCHITECTURAL FOR ROOF OVERHANG DETAILS SIMPSON H2.5A EA. RAFTER TYP. OVERFRAME (TYP.) 2X8 RIDGE I E G D R 0 1 X 2 I E G D R 0 1 X 2 LA Y O N V ALLEY L A Y O N V A L L E Y OVERFRAME (TYP.) L A Y O N V A L L E Y EXISTING ROOF FRAMING TO REMAIN I E G D R G N T S I X E I EXISTIN G V ALLEY E X I S T I N G V A L L E Y EXISTING RIDGE LA Y O N V ALLEY SIMPSON H2.5A EA. RAFTER TYP. EXISTING ROOF FRAMING TO REMAIN 2 METAL ROOF: 1 2"(MIN.) PLYWOOD ON 2X6 RAFTERS(SYP#1) @ 24" O.C. (SHADED AREA) ROOF RAFTER TOP PLATE SIMPSON H2.5 OR APPROVED SIMILAR NAILED PER MFRG. RECOMMENDATIONS DETAIL 1 S G N I W A R D N O I T A N I D R O O C . S G N I W A R D N O I T A N I D R O O C N O I T C U R T S N O C R O F T O N S G N I W A R D T I M R E P t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S4.0 SYMBOL DESCRIPTION LEGEND ROOF BRACE ROOF BRACE DIRECTLY BELOW 2x ROOF PURLIN ROOF RAFTERS (REF. PLAN) ROOF FRAMING SCALE: 1/8"=1'-0" BWL 1 BWL 2 17'-111 4" BWL A CS-WSP CS-WSP CS-WSP CS-WSP P S W - S C P S W - S C P S W - S C " 2 1 0 1 - 1 1 ' " 2 - 2 1 ' BWL B LIB SIMPSON WB X-BRACE SIMPSON WB X-BRACE SIMPSON WB X-BRACE 17'-111 4" BWL 1 BWL 2 BWL C CS-WSP CS-WSP CS-WSP CS-WSP SIMPSON WBC - PER MFG'R SPECIFICATION(S) t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S5.0 S G N I W A R D N O I T A N I D R O O C . S G N I W A R D N O I T A N I D R O O C N O I T C U R T S N O C R O F T O N S G N I W A R D T I M R E P 2X WALL SIMPSON HTT5 - PER MFR SPECIFICATION(S) ANCHOR - (REF. HOLDOWN SCHEDULE) HOLDOWN SCHEDULE SYMBOL TYPE SIMPSON STHD14 SIMPSON DTT 1Z SIMPSON HDQ 8 HOLDOWN SCHEDULE SYMBOL TYPE SIMPSON STHD14 SIMPSON STRONG-TIE WB 2 1ST FLOOR WIND BRACING PLAN SCALE: 1/8"=1'-0" ARCH'L. ROOF, SEE ARCH'L DWGS. 1 2" PLYWOOD ROOF SHEATHING RAFTERS, SEE PLAN SEE ARCH'L DWGS. FOR SOFFIT, EAVE DETAILS SHEATH ALL EXTERIOR WALLS W/ 1 2" PLYWOOD ARCH'L. FINISH SEE ARCH'L DWGS. SEE ARCH'L DWGS. FOR SOFFIT, EAVE DETAILS 12 SEE ARCH'L. CEILING JOIST, SEE PLAN SIMPSON H2.5 STRAP @ 4'-0" O.C. DOUBLE #2 YP TOP PLATE STUDS @ 16" O.C. GABLE WALL, SLOPING TOP PLATE SHEATH ALL EXTERIOR WALLS W/ 1 2" PLYWOOD ARCH'L. FINISH SEE ARCH'L DWGS. RAFTERS, SEE PLAN S E I R A V SEE ARCH'L DWGS. FOR SOFFIT, EAVE DETAILS ARCH'L. ROOF, SEE ARCH'L DWGS. 1 2" PLYWOOD ROOF SHEATHING 2x OUTLOOKERS @ 24" O.C. CEILING JOIST, SEE PLAN DOUBLE #2 YP TOP PLATE STUDS @ 16" O.C. SHEATH ALL EXTERIOR WALLS W/ 1 2" PLYWOOD ARCH'L. FINISH SEE ARCH'L DWGS. ARCH'L. ROOF, SEE ARCH'L DWGS. 1 2" PLYWOOD ROOF SHEATHING RAFTERS, SEE PLAN 12 SEE ARCH'L. ARCH'L. ROOF, SEE ARCH'L DWGS. 1 2" PLYWOOD ROOF SHEATHING RAFTERS, SEE PLAN 12 SEE ARCH'L. USE 2X10 RAFTERS OR FURR DOWN TO ACCOMMODATE BATT INSULATION + AIR SPACE SIMPSON H2.5 STRAP @ 4'-0" O.C. DOUBLE #2 YP TOP PLATE STUDS @ 16" O.C. SEE ARCH'L DWGS. FOR SOFFIT, EAVE DETAILS SHEATH ALL EXTERIOR WALLS W/ 1 2" PLYWOOD MASONRY VENEER, SEE ARCH'L DWGS. L5x5x3 8 STEEL LINTEL 8" MIN. BEARING EACH END. BOLT TO 2"Ø LAG 4 POINTS & @ MIDSPAN. WOOD HEADER W/ 1 BOLTS @ 1 CEILING JOIST, SEE PLAN SIMPSON H2.5 STRAP @ 4'-0" O.C. DOUBLE #2 YP TOP PLATE STUDS @ 16" O.C. GARAGE HEADER, SEE PLAN FOUR #2 YP 2x STUDS UNDER END OF HEADER BEYOND (TYP.) SECTION A SECTION B R A F T E R DOUBLE TOP PLATE SECTION DOUBLE TOP PLATE R A F T E R C R A F T E R SECTION D CEILING JOIST CEILING JOIST CEILING JOIST ALL MULTIPLE PLY­MEMBERS TO BE  BOLTED OR NAILED TOGETHER. AS PER DETAIL ASSEMBLY "A" 2 PLY OF 13 4" ASSEMBLY "B" 3 PLY OF 13 4" ASSEMBLY "C" 4 PLY OF 13 4" " 2 " 2 " 2 " 2 " 2 13 4" ASSEMBLY A: 3 ROWS 12d NAILS @ 12" O.C. OR 2 ROWS OF 1 2" BOLTS @ 12" O.C. ASSEMBLY B: 3 ROWS 12d NAILS @ 12" O.C. OR 2 ROWS OF 1 2" BOLTS @ 12" O.C. ASSEMBLY C: 2 ROWS OF 1 O.C. OR 1 BOLTS 4"X6" SCREW @ 12" 2" THROUGH MULTIPLE MEMBER CONNECTION DETAIL CEILING JOIST R A F T E R " 2 1x3 BRACE TO PREVENT RACKING CEILING JOIST D U T S KNEE BRACES SHALL BE NAILED (BOLTED) TO THE SIDE OF THE RAFTER, WITH A TIGHT CUT UNDERNEATH THE CEILING JOISTS D U T S CEILING JOIST 1x3 BRACE TO PREVENT RACKING CEILING JOIST D U T S D U T S ARCH'L. ROOF, SEE ARCH'L DWGS. 1 2" PLYWOOD ROOF SHEATHING RAFTERS, SEE PLAN SEE ARCH'L DWGS. FOR SOFFIT, EAVE DETAILS 12 SEE ARCH'L. CEILING JOIST, SEE PLAN SIMPSON H2.5 STRAP @ 4'-0" O.C. WOOD BEAM, SEE PLAN SECTION CEILING JOIST CEILING JOIST CEILING JOIST R E T F A R T S I O J G N I L I E C E L G N I S E C A R B E E N K R E T F A R S T S I O J G N I L I E C E L B U O D E C A R B E E N K E C A R B E E N K E C A R B E E N K E C A R B E E N K E R E T F A R S T S I O J G N I L I E C E L P R T I D U T S D U T S NAIL KNEE BRACE @ 8" O.C. TO SIDE OF RAFTER WITH SOLID BEARING ON TOP PLATE. CLG. JOIST AND KNEE BRACING TO CARRY LIMITED ATTIC STORAGE WHEN REQUIRED. D U T S INSTALL 2" WIDE FURRING STRIP TO RAFTER EDGE TO PROVIDE SUFFICIENT CLEARANCE FOR R-19 INSULATION AND 1" AIR GAP LOAD IS NOT TO TRANSFER TO RAFTERS. D U T S CUT KNEE BRACE TO FIT TIGHT ALONG BOTTOM OF CEILING JOIST GAMBREL CEILING W/ KNEE BRACE GAMBREL CEILING W/ FURRING STRIP SECTION F R E T F A R S T S I O J G N I L I E C E L P R T I E C A R B E E N K E C A R B E E N K E C A R B E E N K R E T F A R T S I O J G N I L I E C E L G N I S E C A R B E E N K R E T F A R S T S I O J G N I L I E C E L B U O D E C A R B E E N K E C A R B E E N K D N O Y E R B E T F A R CEILING JOIST D N O Y E R B E T F A R CEILING JOIST NOTES SIMPSON LUS JOIST HANGER SIMPSON HUS JOIST HANGER DISCLAIMER:THE DETAILS SHOWN ON THE TYPICAL DETAIL SHEET(S) ARE GENERIC AND MAY NOT BE APPLICABLE TO THIS SPECIFIC PROJECT. PLEASE VERIFY APPLICABILITY OF EACH DETAIL BEFORE USE. E C A R E B E N K 1. KNEE BRACES SHALL BE SAME DIMENSIONAL SIZE AS NOTES E C A R E B E N K ROOF FRAMING NOTES 1. ALL FRAMING MEMBERS AND CONSTRUCTION TO BE PER 2021 EDITION OF INTERNATIONAL RESIDENTIAL CODE. ROOF LIVE LOAD = 20 psf, REDUCIBLE PER LATEST IBC. ROOF DEFLECTION CRITERIA: L/240 2. 3. 4. 5. 6. 7. BELOW. FOR FRAMING MEMBERS REFER TO NOTE 4 OF CEILING FRAMING NOTE SIMPSON HU BEAM HANGER ROOF RAFTERS SHALL BE 2x8 @24 IN. O.C., U.N.O. PURLINS SHALL BE 2x6 BRACED @ 4'-0" O.C., U.N.O. INDICATES RIDGE, RAFTER OR PURLIN BRACING WITH BEARING POINT DIRECTLY INDICATES RIDGE, RAFTER OR PURLIN BRACING WITH BEARING POINT LOCATION. 8. BRACES UP TO 6FT LONG SHALL BE 2X4. LONGER BRACES/POSTS SHALL BE MADE OF 2-2X6 FASTENED TOGETHER IN A "L" OR "T" PATTERN. 9. VERIFY ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS 10. PLYWOOD ROOF SHEATHING OR OSB SHALL BE 1 2" THICK MIN. U.N.O. 11. CLD - INDICATES CONCEALED/FLOATING BEAM. ALL OTHER BEAMS SHOWN ON PLAN TO BE DROPPED U.N.O. RAFTERS. THE RAFTERS. 2. KNEE BRACES SHALL BE NAIL (BOLTED) TO THE SIDE OF 3. USE A MINIMUM OF 8- 16d NAILS BETWEEN EACH MEMBER, OR 41 THE WAY THROUGH THE MEMBERS. 2" DIAMETER LAG SCREWS, SCREWED ALL TYP. KNEE BRACE CONNECTION DETAIL G ARCH'L. ROOF, SEE ARCH'L DWGS. 1 2" PLYWOOD ROOF SHEATHING RAFTERS, SEE PLAN 12 SEE ARCH'L. MASONRY VENEER, SEE ARCH'L DWGS. L4x4x1 4 STEEL LINTEL. LOCATE DIRECTLY ON TOP OF ROOF CONSTRUCTION TOP OF ROOF DECKING (TYP) TRIPLE TREATED RAFTERS ATTACHED TO STUD WALL (TYP) RIDGE BOARD, SEE PLAN SECTION I 1. KNEE BRACES SHALL BE ONE DIMENSIONAL SIZE LARGER THAN RAFTERS. 2. KNEE BRACES SHALL BE NAIL (BOLTED) TO THE SIDE OF THE RAFTERS. 3. USE A MINIMUM OF 8- 16d NAILS BETWEEN EACH MEMBER, OR 41 ALL THE WAY THROUGH THE MEMBERS. 2" DIAMETER LAG SCREWS, SCREWED OPT. KNEE BRACE CONNECTION DETAIL NOTE: 3x3x1/4 STEEL PLATE STOPS WELDED TO ANGLE @24" O.C. FOR ROOF PITCH GREATER THAN 7:12 BUT NO MORE THAN 12:12 ATTACH FIRST RAFTER TO EACH STUD W/ (3) 3/8"X5" LAG SCREWS STUD WALL PER PLAN H J TYPICAL MASONRY OVER ROOF t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S6.0 S G N I W A R D N O I T A N I D R O O C . S G N I W A R D N O I T A N I D R O O C N O I T C U R T S N O C R O F T O N S G N I W A R D T I M R E P RIDGE BEAM, SEE PLAN FOR SIZE 2x OUTLOOKERS @ 48" O.C. UN-SUPPORTED RAFTER 2- 16D NAILS BOTH SIDES OF CONNECTION NOTCH RAFTER 31 FOR OUTLOOKER 2"X11 2" NAIL FLUSH WITH TOP EDGE OF RAFTER FIRST PLATE BEARING RAFTER 2x SUB FASCIA TYPICAL WALL SECTION BEYOND 36" MAX 36" MAX DOUBLE TOP PLATE N M U L O C L I A N D N E E C N A T S I D W O R I G N C A P S END DISTANCE NAIL ROW NAIL ROW NAIL ROW NAIL ROW SPACE BETWEEN COL. PLAN X A M " 6 3 SIMPSON A35 - ANGLE, SEE MANUFACTURER FOR INSTALLATION AND FASTENING REQ'S. 2- 2X4 STUDS, TYP. EA. CORNER 1X4 BRACE TYP. EACH FACE SECURE TO STUDS WITH 2- 16D NAILS AT EACH CONNECTION. X A M " 6 - 2 1 ' ROOF STRUCTURE, SHOWN GRAYED OUT FOR CLARITY DOUBLE TOP PLATE (3) 2x4 (4) 2x4 (3) 2x6 (4) 2x6 (6) 2x6 # OF NAILS PER ROW NAIL SIZE END DISTANCE EDGE DISTANCE SPACE BETWEEN ROWS 1 30d 3.5" 1.5" 8 1 30d 3.75" 1.5" 9 2 50d 3.5" 1.5" 8 2 50d 3.75" 1.5" 9 2 50d 3.5" 1.5" 6 SPACE BETWEEN COLUMNS 0.5" 0.5" 2.5" 2.5" 2.5" WHEN ONE NAIL PER ROW IS SPECIFIED, NAILS IN ADJACENT ROWS SHALL BE DRIVEN FROM OPPOSITE SIDES IN OPPOSITE COLUMNS. 4 1/2" SIMPSON SDS SCREWS MAY REPLACE 30D NAILS & 6" SIMPSON SDS SCREWS MAY REPLACE 50D NAILS. SOLID TIMBER MEMBERS OF EQUAL OR GREATER SIZE MAY BE USED INSTEAD OF SPECIFIED STUD PACKS. PERSPECTIVE ROOF OPENING ELEVATION CHIMNEY FRAMING DETAIL 3 DOUBLE HEADER TYP. OUTLOOKER DETAIL 1 STUD PACK CONN. 2 3d MAX. d d d I . N M 3 / d fv = 3V 2bde (c) SLOPE END CUT FOR ROOF DRAINAGE fv = 3V 2bd fv = 3V 2bd (a) SQUARE END BEARING (b) SLOPE END BEARING 3d MAX. e d 4 . 0 . X A M 3d MAX. e d 4 . 0 . X A M e d d e d d e d d fv = 3V d - de 2b[d-( )e] de (d) COMPRESSION-SIDE NOTCH WHERE e < de fv = 3V 2bde fv = 3V 2bde ( d de ) (e) COMPRESSION-SIDE NOTCH WHERE e > de (f) TENSION-SIDE NOTCH - NOT RECOMMENDED fv= SHEAR STRESS (psi) V= SHEAR FORCE AT NOTCH LOCATION (lbs) b= WIDTH OF BEAM d= DEPTH OF BEAM de= EFFECTIVE DEPTH AS SHOWN (inches) e= LENGTH AS SHOWN (inches) SIMPSON STRONG-TIE : RR SHEAR WALL DESIGN EQUATIONS FOR NOTCHED AND TAPERED BEAMS 4 SIMPSON STRONG-TIE : H2 SIMPSON STRONG-TIE : H6 SIMPSON STRONG-TIE : H10 STANDARD SIMPSON STRONG-TIE DETAILS PROVIDED BY HTTP:// WWW.SIMPSONSTRONGTIE.COM. THESE DETAILS SHOULD ONLY BE USED AS REFERENCE OF APPEARANCE AND STYLE NOT FOR INSTALLATION OR FASTENING SPECIFICATIONS. PLEASE REFER TO MANUFACTURER FOR ALL OTHER APPLICABLE INFORMATION REQUIRED FOR THE PROPER INSTALLATION AND FASTENING OF THEIR PRODUCTS. TOP PLATE FOR GABLE DORMER STUDS FOR GABLE DORMER DOUBLE HEADER TOP PLATE FOR EXTERIOR WALL STUDS FOR EXTERIOR WALL SECURE DOUBLE TOP PLATE TO STUDS WITH 2- 16D NAILS AT EACH CONNECTION 2- 2X4 STUDS, TYP. EA. CORNER 1X4 BRACE TYP. EACH FACE SECURE TO STUDS WITH 2- 16D NAILS AT EACH CONNECTION. SIMPSON RPS 18 STRAP. SECURE TO STUDS WITH 2- 16D NAILS AT EACH END TYP. AT EACH CORNER. RIDGE BOARD, SEE PLAN FOR SIZE VALLEY BOARD, SEE PLAN FOR SIZE ROOF RAFTERS, SEE PLAN FOR SIZE AND SPACING TRIPLE RAFTER CEILING JOISTS, SEE PLAN FOR SIZE AND SPACING t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED SIMPSON STRONG-TIE DETAILS 5 TYPICAL DORMER FRAMING 6 S6.1 S G N I W A R D N O I T A N I D R O O C . S G N I W A R D N O I T A N I D R O O C N O I T C U R T S N O C R O F T O N S G N I W A R D T I M R E P T.O. PLATE DETAIL 5 DBL. PLATE A-A 6' TO 18' FASTEN SHEATING TO HEADER WITH 8D COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS, AND SILLS) TYP. LVL HEADER (REF. PLAN) DBL. TOP PLATE 2x SILL PLATE T.O.C. 12" O.C. 12" O.C. 4" 6" F O D N E . P Y T L E N A P FASTENERS @ 24" O.C. 2x STUDS 2x SILL PLATE T.O.C. NAILS @ 3" MIN. 2"± F O D N E . P Y T L E N A P 2x STUDS ANCHORS PER IRC ONE STORY WALL PANEL INTERIOR FASTENERS PER DETAIL 4 1 DETAIL 6 DETAIL 5 HORIZONTAL BLOCKING AT PANEL EDGES (SEE DETAIL 5) 7 16" PLYWOOD (STRUCTURAL I) OR T-PLY SHEATHING EXTERIOR WALL ONLY REF. SHEAR WALL SCHEDULE (SHT 1 NOTE 2) FOR FASTENER SPACING (EDGE) REF. SHEAR WALL SCHEDULE (SHT 1 NOTE 2) FOR FASTENER SPACING (INTERIOR) T.O.C T.O. PLATE RIM BOARD T.O. PLATE HORIZONTAL BLOCKING AT PANEL EDGES (SEE DETAIL 5) REF. SHEAR WALL SCHEDULE (SHT 1 NOTE 2) FOR FASTENER SPACING (EDGE) REF. SHEAR WALL SCHEDULE (SHT 1 NOTE 2) FOR FASTENER SPACING (INTERIOR) T.O.C. OPT. 1x4 LET IN 2x STUD @ 16" O.C. 2x SILL PLATE DETAIL 4 FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D NAILS AT 3" O.C. TYP. SIMPSON MSTC 28 HEADER STRAP OPPOSITE SHEATING AS SHOWN (SEE SECTION A-A) TYP. SIMPSON MSTC 28 HEADER STRAP OPPOSITE SHEATING AS SHOWN (SEE SECTION A-A) TYP. FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24" OF MID-HEIGHT.ONE ROW OF TYP. SHEATING-TO-FRAMING NAILING IS REQUIRED IF 2x BLOCKING IS USED, THE 2x'S MUST BE NAILED TOGETHER WITH 3 16D NAILS. 16" PLYWOOD/OSB (STRUCTURAL I) OR T-PLY SHEATHING. FASTEN SHEATHING TO MIN.7 HEADER STUDS, BLOCKING, SILLS W/ 8D COMMON OR GALVANIZED BOX NAILS @ 3" O.C. TYPICAL REF. PLAN FOR WIDTH (16" MIN.) SIMPSON STRONG-TIES STHD14 EMBED STRAP WITH (30)-16D SINKER NAILS. (ALTERNATE: HTT5 WITH(26)-10D NAILS.) 1 2" DIA. ANCHOR BOLT WITH 7" MIN. EMBEDMENT & 2"x2"x3 16" PLATE WASHER, TYP. 16D SINKER NAILS IN 2 ROWS @ 3" O.C. SIMPSON MSTC 28 HEADER STRAP 7 16" PLYWOOD/OSB (STRUCTURAL I) OR T-PLY SHEATHING SIMPSON PHN-72 OR PHNW-72 @ 6" AND 10" FROM EA. END OF WALL PANEL AND @ 12" O.C. IN BETWEEN (DETAIL 1) 8- HILTI XZF SPACED AT 3" O.C. MIN. EA. END OF WALL PANEL (DETAIL 1) AND 24" O.C. IN BETWEEN INTERIOR WALL PANEL W/ SIMPSON FASTENERS INTO SLAB INTERIOR WALL PANEL W/ HILTI FASTENERS INTO SLAB 3" 3" 6" 3" 9" F O D N E . P Y T L E N A P F O D N E . P Y T L E N A P 2x SILL PLATE T.O.C. 2x SILL PLATE T.O.C. 2x STUDS 2x STUDS ANCHOR BOLT OPTIONS (a) 3-3 8" DIA. EXPANSION ANCHORS (AS SHOWN) W/ 2" EMBEDMENT (MIN.). (b) 3-3 8" SIMPSON TITEN HD W/ 2" MIN. EMBEDMENT ANCHOR BOLT OPTIONS (a) 2-5 (b) 2- 1 8" DIA. J-BOLT 2" DIA. EXPANSION ANCHORS W/ 31 2"x2"x3 16" PLATE WASHER, TYP. 2" DIA. SIMPSON TITEN HD W/ 31 (c) 2-11 2" EMBEDMENT W/ 2" EMBEDMENT. INTERIOR WALL PANEL W/ ANCHORS INTO SLAB EXTERIOR WALL PANEL W/ ANCHORS INTO BEAM A-A PORTAL FRAME ELEVATION SECTION A-A 3 SHEAR WALL TO FOUNDATION 4 2x STUD PLYWOOD FLOOR REF. SHEAR WALL SCHEDULE (SHT 1 NOTE 2) FOR FASTENER SPACING SHEATHING EDGE 3 8" FROM SHEATHING EDGE, TYP. 2x STUD HORIZ. BLOCKING AT SHEATHING EDGES REF. SHEAR WALL SCHEDULE (SHT 1 NOTE 2) FOR FASTENER SPACING RIM BOARD FLOOR JOIST 2x STUD TOP PLATE SHEAR WALL CONNECTION 6 SHEAR WALL PANEL DETAIL 5 DBL. PLATE OPT. 1x4 LET IN 2x STUD @ 16" O.C. 2x PLATE ROOF RAFTER TOP PLATE 3-16d NAILS 2-SIMPSON STC OR 1-DTC CLIPS ONE SIDE OF 2x4 2x4 FLAT BLOCKING @ 48" O.C. EA. CLIP BETWEEN ROOF TRUSSES CEILING JOISTS/TRUSSES 2x STUD WALL (NO SHEAR/LOAD BEARING) SIMPSON H2.5 OR APPROVED SIMILAR NAILED PER MFRG. RECOMMENDATIONS RAFTER @ PERIMETER WALL 7 TYPICAL NON SHEAR/ BEARING WALL CONN. 8 SHEATHING PER GSN SHEATHING PER GSN PRE-ENGINEERED ROOF TRUSS BY OTHERS 2x4 HORIZONTAL BRACE @ 48" O.C. 2-16d NAILS PRE-ENGINEERED ROOF TRUSS BY OTHERS DRAG TRUSS 2x CONT. NAILER 16d NAILS @ 6" O.C. 2" MIN. 2x SILL PLATE DETAIL 4 A35/LTP4 @ 24" O.C. INSTALL AFTER ROOF IS LOADED SHEAR WALL PER PLAN 16d TOE NAIL AT 12" O.C. TRUSS OFFSET FROM WALL. CLIP TRUSS TO TOP PLATE W/ LPT4 @ 24" O.C. LPT4 TO BE LAID FLAT AND FASTENED UP INTO BOTTOM OF TRUSS AND DOWN INTO TOP OF PLATE SHEAR WALL PER PLAN 1'-75 8" MAX. 2-16d AT 12" O.C. PLYWOOD / OSB NOTES: 1. WIND LOADS PER 2021 INTERNATIONAL RESIDENTIAL CODE:                   BASIC WIND SPEED: 115 MPH (3 SEC. GUST)                   EXPOSURE: B                   BUILDING CATEGORY II                   I = 1.0 2. SHEATHING TO BE 7                  ATTACH WITH/ FASTENERS 6" O.C. @ EDGES AND 12" O.C.                  INTERMEDIATE STUDS. PER 2021 IRC. TABLE R602.3 (1).                  2x STUDS AT 24" O.C.. FASTEN STUDS PER LATEST IRC. 3. 4. USE SECTION 1 FOR 1x4 LET-IN BRACED WALL FASTENERS BETWEEN PANEL ENDS SHALL BE PER LATEST IRC. 16"STRUCTURAL PLYWOOD OR OSB. . P Y T L E N A P F O D N E . P Y T L E N A P F O D N E . P Y T L E N A P F O D N E ANCHORS PER IRC TWO STORY WALL PANEL 2 DRAG TRUSS AT SHEAR WALL 9 DRAG TRUSS AT SHEAR WALL 10 t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S6.2 S G N I W A R D N O I T A N I D R O O C . S G N I W A R D N O I T A N I D R O O C N O I T C U R T S N O C R O F T O N S G N I W A R D T I M R E P GENERAL NOTES DISCREPANCY BETWEEN THE CONSTRUCTION DRAWINGS AND THE CONSULTING ENGINEER'S DRAWINGS, CONSULT THE OWNER & ARCHITECT PRIOR TO INSTALLATION. SITE CLEAN UP AND REMOVAL OF ANY AND ALL DEBRIS GENERATED BY CONSTRUCTION OPERATIONS, MAKING READY FOR ALL SUBSEQUENT SUBCONTRACTORS. 1. ALL WORK DESCRIBED IN THESE DOCUMENTS SHALL BE PERFORMED IN FULL COMPLIANCE WITH ALL APPLICABLE CODES AS MANDATED BY ALL GOVERNING JURISDICTIONS 2. THE CONTRACTOR SHALL REMAIN FULLY RESPONSIBLE FOR THE COMPLETION OF THE WORK AS DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS. WORK FOUND TO BE NONCOMPLIANT OR IN CONFLICT WITH THE CONSTRUCTION DOCUMENTS SHALL BE REJECTED BY OWNER AND CORRECTED BY THE CONTRACTOR AT THEIR EXPENSE WITH NO ADDITIONAL COST TO THE OWNER. 3. CONSTRUCTION DRAWINGS AND DOCUMENTS ARE GENERAL IN NATURE AND DESCRIBE INTENT. AS A LIMITED INSTRUMENT OF SERVICE, THEY DO NOT DESCRIBE INCLUDE OR ANTICIPATE EVERY CONDITION POSSIBLE EITHER KNOWN/UNKNOWN. CONTRACTOR & SUBCONTRACTORS SHALL REVIEW THE CONSTRUCTION DOCUMENTS THOROUGHLY AND MAKE A DETAILED SITE VISIT TO REVIEW EXISTING SITE CONDITIONS. ANY INCONSISTENCY, DISCREPANCY, AMBIGUITY, OR ANY OTHER QUESTIONS SHALL BE IMMEDIATELY REPORTED FOR CLARIFICATION AND RESOLUTION PRIOR TO THE DELIVERY OF ANY BID AND PRIOR TO PROCEEDING WITH THE WORK IN QUESTION AND/OR ANY RELATED WORK. FAILURE TO DO SO SHALL CAUSE THE CONTRACTOR TO BE INELIGIBLE FOR EXTRAS RELATING TO SUCH MATTERS AND SHALL RELIEVE THE OWNER & ARCHITECT FROM ANY CONSEQUENCES THEREBY ARISING. CONDITIONS NOT DESCRIBED HEREIN SHALL BE ASSUMED TO CONFORM WITH THE INTENT OF THE WORK AND SHALL BE FURTHER CLARIFIED BY THE CONTRACTOR PRIOR TO COMMENCING THE WORK. THE OWNER & ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE COST OF CORRECTING ANY/ALL WORK AT CONDITIONS THAT WERE NOT FURTHER CLARIFIED BY THE CONTRACTOR. 4. CONTRACTOR SHALL VERIFY ALL IN-FIELD EXISTING CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES, CONFLICTS AND/OR IN-FIELD OBSTACLES TO CONSTRUCTION, TO THE OWNER & ARCHITECT FOR CLARIFICATION. IN THE EVENT THAT DRAWINGS MAY CONFLICT WITH EXISTING CONDITIONS, THE CONTRACTOR OR OWNER SHALL NOTIFY THE ARCHITECT, AND THE APPROPRIATE INTENT AND/OR ITEMS TO BE INCORPORATED INTO THE SCOPE OF WORK SHALL BE DETERMINED BY THE ARCHITECT. OWNER & ARCHITECT SHALL NOT BE RESPONSIBLE FOR DISCREPANCIES, CONFLICTS AND/OR OBSTACLES TO CONSTRUCTION, THAT ARE NOT FURTHER CLARIFIED BY THE CONTRACTOR. ANY EXPENSE INCURRED AS A RESULT OF THE CONTRACTORS FAILURE OR NEGLECT TO ACCURATELY INSPECT EXISTING CONDITIONS PRIOR TO CONSTRUCTION, SHALL BE BORNE BY THE CONTRACTOR AND NOT THE OWNER. 5 ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE TYPICAL CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE OWNER & ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 7. STRUCTURAL DRAWINGS SHALL GOVERN SIZES, SPACING, AND CONNECTIONS OF ALL STRUCTURAL MATERIALS AND MEMBERS. IN CASE OF DISCREPANCIES, CONSULT WITH THE OWNER & ARCHITECT FOR CLARIFICATION BEFORE COMMENCEMENT OF WORK. ALL DESIGN OF STRUCTURAL COMPONENTS INCLUDING THE FOUNDATION, BEAMS, POSTS, STRUCTURAL FRAMING, CONNECTORS, AND FASTENERS ARE NOT IN THE ARCHITECT'S SCOPE AND MUST BE PROVIDED BY OTHERS PRIOR TO CONSTRUCTION. 8. DRAWINGS AND NOTES TO DRAWINGS, INCLUDING THOSE OF THE ENGINEER OR CONSULTANT, ARE CORRELATIVE AND HAVE EQUAL AUTHORITY AND PRIORITY. SHOULD THERE BE DISCREPANCIES IN THEMSELVES OR BETWEEN THEM, CONTRACTOR SHALL BASE PRICING ON THE MOST EXPENSIVE COMBINATION OF QUALITY AND/OR QUANTITY OF THE WORK INDICATED. IN THE EVENT OF DISCREPANCIES, THE APPROPRIATE INTENT AND/OR ITEMS TO BE INCORPORATED INTO THE SCOPE OF THE WORK SHALL BE DETERMINED BY THE ARCHITECT OR ENGINEER. 9. FINAL LOCATIONS OF ALL VISIBLE MECHANICAL AND ELECTRICAL EQUIPMENT, PANEL BOARDS, METERS, FIXTURES, FLUES, VENTS, ETC, SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. 10. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE OVER SCALED DIMENSIONS. ALL DIMENSIONS SHOWN ON FLOOR PLANS ARE TO BE VERIFIED IN THE FIELD. 11. CONTRACTOR SHALL REMAIN RESPONSIBLE FOR THE WORK AND THE COORDINATION OF THEIR OWN SUB-CONTRACTORS WORK. CONTRACTOR SHALL COORDINATE WITH ALL TRADES AND SUBCONTRACTORS TO PROVIDE COMPLETE WORKING SYSTEMS THROUGHOUT PROJECT. 12. AS PART OF THEIR COORDINATION AND OVERSIGHT OF THE BUILT PORTION OF THE WORK, THE CONTRACTOR SHALL ALERT THE OWNER AND ARCHITECT OF ANY/ALL POSSIBLE ERRORS OR OMMISSIONS DISCOVERED WITHIN THE CONSTRUCTION DRAWINGS. OWNER & ARCHITECT SHALL NOT BE SOLEY RESPONSIBLE FOR ERRORS AND OMISSIONS, THAT OTHERWISE WOULD HAVE BEEN CAUGHT THROUGH STANDARD CARE OF THE CONTRACTOR, AND ARE NOT FURTHER CLARIFIED BY THE CONTRACTOR. 13. THE CONTRACTOR IS CAUTIONED THAT THEIR WORK INCLUDES ALTERATION TO EXISTING FACILITIES. CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL NECESSARY WORK TO PROVIDE FULLY OPERABLE SERVICES, EVEN IF IT IS NOT EXPLICITY SHOWN IN THE DRAWINGS. CONTRACTOR TO ASSUME THIS TO BE INCLUDED IN THE BASE SCOPE OF WORK, AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT A FACILITY OR UTILITY SERVICE MAY IMPACT THE DESIGN, CONTRACTOR TO CONTACT OWNER PRIOR TO INSTALLATION. 6. THE MECHANICAL, ELECTRICAL & PLUMBING DRAWINGS, IF REQUIRED, ARE TO BE DEVELOPED AND PERMITTED SEPARATELY BY THEIR RESPECTIVE TRADES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND CHECK COMPLIANCE WITH ALL TRADE DRAWINGS BEFORE THE INSTALLATION OF SAID WORK. SHOULD THERE BE A 14. CONTRACTOR TO CLEAN THE SITE AT THE END OF EVERY WORK DAY, AND TO MAINTAIN CLEANLINESS AND ORDER THROUGHOUT THE DURATION OF CONSTRUCTION. CONTRACTOR TO COMPLY WITH WORKPLACE SAFETY REQUIREMENTS FOR THE WELLBEING OF BOTH THE CONTRACTORS AND THE PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE ON A DAILY BASIS FOR 15. CONTRACTOR SHALL BE RESPONSIBLE FOR HAULING AND DISPOSAL OF ALL CONSTRUCTION DEBRIS, TOOLS, EQUIPMENT, AND LEFTOVER MATERIALS. REUSABLE MATERIALS TO BE STORED OR REMOVED PER OWNER INSTRUCTION. 16. CONTRACTOR SHALL MAINTAIN A CONSTRUCTION SET ON PROJECT SITE AT ALL TIMES 17. CONTRACTOR IS RESPONSIBLE FOR ALL FEES AND PERMITS REQUIRED FOR CONSTRUCTION. ALL PERMITS RELATIVE TO THE PERFORMANCE OF THIS JOB ARE TO BE POSTED IN CLEAR SIGHT. THIS IS TO INCLUDE THE PROPER SEQUENCING FOR THE TEMPORARY USE OF THE CITY STREETS AND BARRICADES IF APPLICABLE. 18. CONTRACTOR SHALL REMAIN RESPONSIBLE FOR SCHEDULING AND PERFORMING ALL REQUIRED INSPECTIONS, AS REQUIRED BY ALL JURISDICTIONS HAVING AUTHORITY. 19. CONTRACTOR SHALL FURNISH THE ARCHITECT AND/OR OWNER A PUNCH LIST INCLUDING ALL THE ITEMS TO BE COMPLETED PRIOR TO THE PROJECT'S SUBSTANTIAL COMPLETION. ARCHITECT AND/OR OWNER SHALL REVIEW CONTRACTOR'S PUNCH LIST AND PROVIDE ADDITIONAL ITEMS TO BE INCLUDED IN THE PUNCH LIST 20. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY, ACTIONS, AND CONDUCT OF HIS EMPLOYEES AND HIS SUBCONTRACTOR'S EMPLOYEES WHILE IN THE PROJECT AREA, ADJACENT AREAS AND IN THE BUILDING AND ITS VICINITY. 21. CONTRACTOR MUST MAINTAIN ON SITE AT ALL TIMES AN ENGLISH-SPEAKING REPRESENTATIVE WHO CAN COMMUNICATE WITH OTHER PERSONNEL TO MAINTAIN SAFE WORKING AND SITE CONDITIONS. 22. CONTRACTOR TO SUBMIT ALL REQUIRED SHOP DRAWINGS AND SUBMITTALS TO ARCHITECT BEFORE PROCEEDING WITH THE WORK RELATED TO THE SHOP DRAWINGS. CONSTRUCTION DRAWINGS SHALL NOT BE REPRODUCED AND USED FOR SHOP DRAWINGS. CONTRACTOR SHALL NOTE ALL ITEMS DEVIATING FROM CONSTRUCTION DRAWINGS AND PREVIOUSLY SUBMITTED SHOP DRAWINGS. 23. ALL WORK NOTED "BY OTHERS" OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE A PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR IS TO COORDINATE WITH OTHER CONTRACTORS AS REQUIRED AND SHALL PROVIDE ACCESS TO THE PROJECT AS NEEDED. 24. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL FURNISH THE OWNER & ARCHITECT A SCHEDULE OF VALUES THAT INCLUDES A DETAILED LIST OF ENTIRE SCOPE OF WORK AND THE MATERIAL QUANTITIES INVOLVED IN THE PROJECT AND THEIR RESPECTIVE CONTRACT DOLLAR AMOUNTS, INCLUDING A SEPARATE COLUMN FOR SALES TAX. 25. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE WORK, ALL OF WHICH SHALL BE PROVIDED IN FULL ACCORDANCE WITH AND REASONABLY INFERABLE FROM THE CONTRACT DOCUMENTS AS BEING NECESSARY TO PRODUCE THE INDICATED RESULTS. 26. ALL MATERIALS, FINISHES, MANUFACTURED ITEMS, AND EQUIPMENT SHALL BE INSTALLED IN FULL ACCORDANCE WITH THE SUPPLIER'S OR MANUFACTURER'S WRITTEN RECOMMENDATIONS OR THESE DOCUMENTS, WHICHEVER IS MORE STRINGENT. 27. ALL DIMENSIONS, NOTES, FINISHES, AND FIXTURES SHOWN ON TYPICAL DRAWINGS SHALL APPLY TO ALL SIMILAR, SYMMETRICAL, OR OPPOSITE HAND DETAILS. 28. STORE AND HANDLE ALL MATERIALS IN STRICT COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. PROTECT ALL MATERIALS FROM DAMAGE, WEATHER, EXCESSIVE TEMPERATURES, AND CONSTRUCTION OPERATIONS. 29. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS. 31. REQUESTS TO SUBSTITUTE ANY PRODUCT OR MATERIAL SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT FOR APPROVAL. SAMPLES, PRODUCT INFORMATION, AND DRAWINGS SHALL BE REQUIRED PRIOR TO SUBSTITUTION APPROVAL. PROPOSED SUBSTITUTION SHALL BE OF EQUAL QUALITY AND PERFORMANCE SPECIFICATION TO THAT ORIGINALLY SPECIFIED. 32. CONTRACTOR SHALL REVIEW ALLOWANCES AND NOTIFY THE OWNER & ARCHITECT OF AMOUNTS THAT SEEM INSUFFICIENT OR NOT ACCURATE. ALLOWANCE AMOUNTS INCLUDE THE COST OF MATERIAL, DELIVERY, AND SALES TAX. 33. ALL WORKMANSHIP, MATERIAL, AND EQUIPMENT SHALL BE GUARANTEED FOR THE GREATER OF THE MANUFACTURER'S WARRANTY OR ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. ANY FAILURE OR DETERIORATION WITHIN THIS PERIOD SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 34. CONTRACTOR SHALL PROVIDE THE OWNER WITH AN OPERATION MANUAL FOR THE HOUSE THAT INCLUDES A MAINTENANCE SCHEDULE, MAINTENANCE INSTRUCTIONS, EQUIPMENT LITERATURE, WARRANTY INFORMATION, AND PHOTO RECORD OF FRAMING WITH WIRING AND UTILITIES INSTALLED (PROVIDE KEY OR DESCRIPTIONS TO PHOTOGRAPH LOCATIONS). 35. CONTRACTOR SHALL EXERCISE REASONABLE PRECAUTION IN THE PROTECTION OF THE OWNER'S PROPERTY, SITE VEGETATION, AND ALL TREES THAT ARE TO REMAIN. 36. PROVIDE CONSTRUCTION WASTE MANAGEMENT INCLUDING THE SEPARATION OF REUSABLE OR RECYCLABLE MATERIALS INTO SEPARATE CONTAINERS. 30. CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF WORK. ZONING DISTRICT DESIGNATION: SF-3-H-NP ZONING PROFILE PROPERTY INFORMATION: OWNER(s): Thomas Schiefer & Meghann Rosales ADDRESS: 1607 W 10th Street Austin, Texas 78703 JURISDICTION: City of Austin - Full Purpose LEGAL DESCRIPTION: LOT 21 BLK 1, WESTRIDGE SURVEYOR: Anne Thayer TLS No. 5850 Holt Carson 1904 Fortview Road Austin, Tx 78704 TAX PARCEL ID: TCAD ID - 110068 PARCEL ID - 0111030309 NEIGHBORHOOD PLAN: OLD WEST AUSTIN HISTORIC DESIGNATION: MARY BAYLOR HOUSE OVERLAYS: SMALL LOT AMNESTY SUBCHAPTER F Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 LICENSE OF USE / COPYRIGHT NOTICE: Absent a written agreement to the contrary, and strictly conditioned on the full and timely payment of all sums due to the Architect by the Owner under this agreement, upon the Architect’s delivery of sealed construction drawings to the Owner, the Architect grants the Owner a nontransferable, nonexclusive right to construct the building depicted in the plans once and only once, and only on the site identified on the plans. INVOLVED PARTIES: In these documents, "Project" or "Work" shall refer to the scope of work herein described; "Owner" shall refer to Thomas Schiefer & Meghann Rosales or its/their authorized representatives; "Contractor" or "General Contractor" shall refer to the company or individual that enters into contractual agreement with owner to perform the scope of work herein described; and "Architect" shall refer to wolfe.architect LLC In the event the Architect is not retained by the Owner to perform Construction Administration services, all references to the Architect's responsiblities listed in all construction documents shall be the sole responsibility of the Owner. BUILDING CODE CRITERIA: 2021 INTERNATIONAL RESIDENTIAL CODE 2021 INTERNATIONAL ENERGY CONSERVATION CODE 2021 INTERNATIONAL FIRE CODE 2020 NATIONAL ELECTRICAL CODE 2021 UNIFORM MECHANICAL CODE 2021 UNIFORM PLUMBING CODE 2015 WILDLAND URBAN INTERFACE CODE TITLE 25 - AUSTIN LAND DEVELOPMENT CODE LOCAL AMENDMENTS (25-12-3) ADDITIONAL DESIGN CRITERIA: SUBCHAPTER F - RESIDENTIAL DESIGN AND COMPATIBILITY STANDARDS VISITABILITY ORDINANCE (N/A) AUSTIN TREE ORDINANCE LAND STATUS DETERMINATION (N/A) FLOOD PLAIN DETERMINATION (> than 150 from Floodplain - NOT REQUIRED) EROSION HAZARD REVIEW (NOT REQUIRED) FIRE HYDRANT FLOW TEST (N/A) EXPIRED PERMIT(s): 2021-035695 EX AWU - Emergency Water Service Repair 2015-119776 BP - Renovations - Replace Windows 2014-000676 PR - Relocation of a SFR 1952-D5998 W - Pier Migration Water Tap FLOOD PLAIN: (N/A) X DESCRIPTION OF WORK EXISTING/PROPOSED USE: SINGLE FAMILY RESIDENCE EXISTING BEDROOMS: 1 BR PROPOSED BEDROOMS: 3 BR EXISTING BATHS: 1 BA PROPOSED BATHS: 2 BA PROJECT DESCRIPTION: REAR ADDITION TO HISTORIC STRUCTURE INCLUDING TWO BEDS & ONE BATH SITE DEVELOPMENT STANDARDS: TOTAL LOT SIZE: 2,889.75 S.F.(per survey) MAXIMUM HEIGHT: 32 FEET (subchapter F) MIN. FRONT YARD SETBACK: 25 FEET (RE - EXISTING BUILDING LINE) MIN. INTERIOR SIDE YARD SETBACK: 5 FEET MIN. REAR YARD SETBACK: 5 FEET MAXIMUM BUILDING COVERAGE: 40% ( S.F.) MAX (1,155.9 SF ALLOWED) MAXIMUM IMPERVIOUS COVERAGE: 65% ( S.F.) MAX (SMALL LOT) (1878.34 SF ALLOWED) SHEET INDEX A-000 A-001 A-101D A-101 A-103 A-104 A-200D A-200 A-301 A-800 S0.0 S0.1 S1.0 S1.1 S1.2 S2.0 S3.0 S4.0 S5.0 S6.0 S6.1 S6.2 COVER - GENERAL INFO SITE PLAN LEVEL 01 - EXISTING / DEMO PLAN LEVEL 01 - PROPOSED PLAN ROOF - EXISTING & PROPOSED PLAN REFLECTED CEILING PLANS ELEVATIONS - EXISTING/DEMOLITION ELEVATIONS - PROPOSED FRAMING SECTIONS 3D IMAGES GENERAL NOTES & SPECIFICATIONS DEMOLITION PLAN PIER LOCATION PLAN CRZ PLAN FOUNDATION FRAMING PLAN FOUNDATION DETAILS 1ST FL - CEILING FRAMING ROOF FRAMING WIND BRACING PLAN FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 08/12/23 Date 08/12/2023 Issue FOR PERMIT Page A-000 GENERAL INFORMATION 01 Survey NTS OU OU OU OU OU OU OU OU CONTRACTOR TO VERIFY ALL UTILITIES; TYP. THROUGHOUT W. 10TH ST PATCH/REPAIR EXISTING STONE WALL AS REQD. PER NEW DRIVEWAY NEW CURB & CURB CUT Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 OU 5'- 0 " 546 OU OU 10'-0" DRIVEWAY WIDTH @ PROPERTY LINE OU OU OU EXISTING WOOD STEPS 17.85 S.F. 10'-0" PROPOSED NEW DRIVEWAY TEMP TOILET ' 2 4 - 0 " 44.01 % FRONT YARD IMPERVIOUS BUILDING LINE PER COA 547 8X4 DUMPSTER TENT 1 (547.2) EXISTING STONE WALL EXISTING POLE U O U O U O OU OU PROPERTY LINE OU OU 5 4 5 OU 5 4 6 5 4 7 EXISTING WATER METER & C.O. 9",9" (13.5") PECAN 547.3 LOW AD(cid:45) GRADE O U O U O U O U EXISTING ELECTRIC METER EXISTING AC PAD 3.8 SF MODERN FRONT SETBACK FOR ZONING REFERENCE EXISTING NEIGHBORING DRIVEWAY 95.58 S.F. (WITHIN PROPERTY LINE) TENT 1 (546.9') OU EXISTING STONE SITE WALLS 32.92 SF (WITHIN PROPERTY LINE) OU OU OU EXISTING PAVERS 55.40 SF REMAINING EXISTING NEIGHBORING HOUSE 106.28 S.F. (WITHIN PROPERTY LINE) E N I L Y T R E P O R P 5'-0" 6'-0" K C A B T E S D R A Y E D S I E N I L E C N E F W E N TENT 1 (548.4') TENT 2 548 549 547.4 8X8 CONCRETE & PAINT WASHOUT / SPOILS NEW DRIVEWAY 183.43 SF EXISTING COVERED PORCH 66.22 S.F. SF-3-H-NP 2,889.75 SF LOT 40% F.A.R. = 1,155.9 SF ALLOWABLE SF 543.78 SF HOUSE EXISTING 1,155.9 - 543.78 = 612.12 SF POTENTIAL ADDITIONAL SF 65% =1,878.34 SF ALLOWABLE IMPERVIOUS COVER 1,099 SF IMPERVIOUS EXISTING 1,878.34 - 1,099 = 779.34 SF ALLOWABLE IMPERVIOUS 2 REQUIRED OFF-STREET PARKING SPACES (0 SPACES EXISTING - NEEDS EXEMPTION OR NEW DRIVEWAY) FFE 550.16 AVERAGE AD(cid:45) GRADE 547.7 547.9 HIGH AD(cid:45) GRADE 548.1 438.0 SF ADDITION EXISTING GAS METER FENCE & LANDSCAPING TO BE REMOVED FOR CONSTRUCION ACCESS; PATCH/REPAIR FENCE MATERIAL STAGING ' " 0 - 0 4 548 NEW COVERED PORCH 31.98 S.F. 5'-0" E N I L Y T R E P O R P K C A B T E S D R A Y E D S I 15" PECAN 17" PECAN 549 EXISTING WOOD FENCE TO REMAIN TENT 1 (548.5) HIGH PT TENT 2 DASH LINES INDICATE ITEMS TO BE DEMOLISHED; TYP. THROUGHOUT REAR SETBACK " 0 - ' 5 " 6 - 2 ' 6" OF EAVES OVER 2' 11.69 S.F. PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 PROPERTY LINE TENT 2 (549.3') HIGH PT TENT 2 (549.2') 16" HACKBERRY TOTAL LOT SIZE: 2,889.75 S.F. 01 Site Plan 08/12/23 Date 08/12/2023 Issue FOR PERMIT N 1:50 Page A-001 SITE PLAN " 0 - 5 ' NEIGHBORING HOUSE 106.28 S.F. (WITHIN PROPERTY LINE) NEIGHBORING DRIVEWAY 95.58 S.F. (WITHIN PROPERTY LINE) 42.05 S.F. OVER (40% MAX) SMALL LOT AMNESTY (65% MAX) Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 04D A-200D EXISTING FENCE TO BE REMOVED AND RECONSTRUCTED AS REQD. FOR CONSTRUCTION ACCESS EXISTING LANDSCAPING ELEMENTS TO BE PROTECTED UNLESS NOTED OTHERWISE REMOVE EXTERIOR CLADDING TO EXPOSE EXISTING FRAMING; EXISTING STRUCTURE TO REMAIN & BE REPAIRED AS NEEDED RE ROOF PLAN FOR ADDITIONAL DEMO SCOPE WINDOW RELOCATED TO NEW BATH; INFILL OPENING EXISTING KITCHEN EXISTING LIVING / DINING DASH LINES INDICATE ITEMS TO BE DEMOLISHED; TYP. THROUGHOUT 03D A-200D EXISTING HOUSE TO REMAIN AS-IS El +/- 0'-0" INDICATES ITEMS TO REMAIN; TYP. THROUGHOUT EXISTING BATH CL EXISTING BEDROOM 1 ALL EXISTING ELEMENTS OUTSIDE OF THE LIMITS OF CONSTRUCTION TO REMAIN AS-IS, UNLESS OTHERWISE NOTED; GC TO PROTECT & AND REPAIR ALL CONSTRUCTION RELATED DAMAGES, TYP. EXISTING FENCE TO BE REMOVED AND RECONSTRUCTED AS REQD. FOR CONSTRUCTION ACCESS 02D A-200D S S E R G E G N T S X E I I " 8 - 2 ' S S E R G E G N T S X E I I " 8 - 2 ' EXISTING COVERED PORCH 01D A-200D EXISTING HISTORIC STRUCTURE; GC TO TO ENSURE ALL EXISTING ELEMENTS TO REMAIN SHALL BE PROTECTED FROM ADJACENT CONSTRUCTION ACTIVITIES NO MODIFICATIONS SHALL BE MADE TO FACADES VISIBLE FROM THE STREET PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 08/12/23 Date 08/12/2023 Issue FOR PERMIT N Page A-101D EXISTING FLOOR PLAN DEMOLITION PLAN LEVEL 01 01 Level 01 - Existing Demolition Plan 1/4" = 1'-0" GENERAL DEMOLITION NOTES - TYPICAL THROUGHOUT, U.N.O - 1 - CONTRACTOR SHALL OBSERVE AND CONFIRM ALL EXISTING CONDITIONS PRIOR TO DEMOLITION. CONTACT ARCHITECT & OWNER FOR ANY/ALL ITEMS THAT REQUIRE CLARIFICATION. 2 - ALL EXISTING ELEMENTS, INCLUDING THOSE NOT EXPLICITLY SHOWN ON THIS DEMOLITION PLAN, SHALL BE DEMOLISHED AS NEEDED TO ACCOMMODATE THE NEW PLAN LAYOUTS SHOWN ELSEWHERE WITHIN THIS DRAWING SET. CONTACT ARCHITECT & OWNER TO CLARIFY ANY/ALL DISCREPANCIES BETWEEN DEMOLITION AND NEW PLANS. 3 - PATCH & REPAIR OR REPLACE ALL VISIBLE DEMOLITION-RELATED DAMAGE TO EXISTING FINISHES (FLOOR, CEILINGS & WALLS) TO MATCH ADJACENT FINISHES AND RETURN THEM TO THEIR PRE-DEMOLITION CONDITIONS. 4 - ALL ACTIVE MEP ITEMS TO BE PROTECTED RE-USED & RELOCATED PER NEW PLAN; MEP ITEMS LOCATED IN WALLS THAT WILL NOT BE RECONSTRUCTED REDIRECTED OR RE-USED SHALL BE REMOVED BACK TO THEIR SOURCE AND CAPPED PER CODE REQUIREMENTS 5 - COORDINATE WITH OWNER FOR DIRECTION ON SALVAGE, STORAGE OR DISCARDING OF ALL ITEMS TO BE REMOVED 6 - PROVIDE TEMPORARY SUPPORT OR SEQUENCE DEMOLITION, AS REQUIRED, AT ALL UNSUPPORTED CEILINGS AND ROOFLINES TO BE MODIFIED. 7 - ALL WALL ALIGNMENTS SHOWN ARE INTENTIONAL AND SHALL SERVE AS REFERENCE POINTS FOR LOCATING NEW WALLS. ALIGNMENTS SHALL BE RELIED UPON WHERE DIMENSIONS ARE NOT EXPLICITLY GIVEN 8 - PROTECT ALL WINDOWS, WINDOW TREATMENTS & DOORS TO REMAIN, REPLACE IF DAMAGED 9 - TREES SHALL BE PROTECTED PER COA REQUIREMENTS 10 - CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND SHALL COORDINATE THEIR RELOCATION AND PROTECTION AS NEEDED. 11 - FINISHED DOOR AND WINDOW SIZES ARE INDICATED ON PROPOSED NEW PLAN LAYOUTS, PROVIDE ROUGH OPENINGS AS REQD.; 12 - PROTECT ALL ELEMENTS TO REMAIN - INCLUDING EXISTING STRUCTURE & ROOFING; CONTRACTOR TO ALERT OWNER OF ANY DAMAGES GENERAL NOTES - TYPICAL THROUGHOUT, U.N.O - MEP NOTES FOR CODE COMPLIANCE 1 - REFER TO STRUCTURAL FOR ALL FOUNDATION, BRACING (cid:9) FRAMING DETAILS; STRUCTURAL TO PROVIDE HEADERS AT ALL NEW WALL OPENINGS. (cid:21) - MEP TO BE PERMITTED SEPARATELY BY THEIR VARIOUS TRADES. 3 - ALL ALIGNMENTS SHOWN ARE INTENTIONAL, AND SHALL SERVE AS REFERENCES WHERE DIMENSIONS ARE NOT EXPLICITLY PROVIDED. 4 - ALL NEW WINDOWS AND DOORS TO MATCH EXISTING. 5 - FINISHED DOOR AND WINDOW SI(cid:61)ES ARE INDICATED, PROVIDE ROUGH OPENINGS AS RE(cid:52)D.; COORD. HARDWARE AND LOCKING RE(cid:52)S W(cid:18) OWNER (cid:25) - ALL EXTERIOR AND INTERIOR TRIM (cid:9) FINISHES TO MATCH EXISTING, UNLESS NOTED OTHERWISE. (cid:26) - INTERIOR WALLS TO BE CONSTRUCTED TO MATCH AD(cid:45)ACENT WALLS; UNLESS OTHERWISE NOTED 8 - PATCH(cid:18) REPAIR ALL FINISHES AS RE(cid:52)UIRED AROUND ALL AD(cid:45)ACENT DEMOLITION(cid:18) ALTERATION WORK (cid:28) - PROTECT EXISTING STRUCTURE (cid:9) ROOFING; CONTRACTOR TO ALERT OWNER OF ANY DAMAGES 10 - ALL CEILING HEIGHTS TO MATCH EXISTING U.N.O. 1 - ALL SYSTEMS TO BE BASED ON THE (cid:45)URISDICTION'S ADOPTED CODE RE(cid:52)UIREMENTS (cid:21) - ELECTRICIAN TO CONFIRM ALL NEW AND EXISTING OUTLETS WITHIN THE AREAS SHOWN ARE PROPERLY INSTALLED AND SHALL CORRECT ALL DEFICIENT CONDITIONS, AS RE(cid:52)D. PER CODE. 3 - PLUMBING CONTRACTOR TO ENSURE ALL APPLIANCES WITHIN THE AREAS SHOWN ARE PROPERLY PLUMBED, AND SHALL CORRECT ALL DEFICIENT CONDITIONS, AS RE(cid:52)D. PER CODE. 4 - MECHANICAL CONTRACTOR TO PROVIDE PROPER SUPPLY (cid:9) RETURN-AIR DUCTING, MAKE-UP AIR AND POSITIVE PRESSURE VENTING AS RE(cid:52)D. PER CODE 5 - ALL TRADES SHALL CONFIRM THE VIABILITY OF ALL EXISTING SYSTEMS AND TIE INTO THEM ONLY AFTER CONFIRMING THEY CAN PROVIDE A COMPLETE AND WARRANTIED INSTALLATION. (cid:25) - THE SCOPE OF THE MECHANICAL, ELECTRICAL, AND PLUMBING WORK INCLUDES FURNISHING AND INSTALLING ALL WORK AND MATERIALS RE(cid:52)UIRED FOR A COMPLETE WARRANTIED TURNKEY INSTALLATION. (cid:26) - GC TO INSTALL ALL MEP ITEMS IN FULL ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND COORDINATE ACROSS ALL TRADES AS RE(cid:52)D. 8 - VERIFY ALL LOCATIONS OF AIR DEVICES AND CEILING E(cid:52)UIPMENT, COORDINATE WITH ALL CONTRACTORS, OTHER TRADES, AND ARCHITECT(cid:18) ENGINEER TO AVOID CONFLICTS (cid:28) - MARK LOCATION OF ALL HVAC REGISTERS AND THERMOSTATS FOR OWNER'S REVIEW AND APPROVAL PRIOR TO INSTALLATION. 10 - COORDINATE AND CONFIRM ALL SWITCH AND OUTLET LOCATIONS WITH OWNER BEFORE DRYWALL INSTALLATION 11 - ALL EXTERIOR ITEMS SHALL BE PROPERLY WEATHERPROOFED; COORD. W(cid:18) ARCH. 1(cid:21) - CONFIRM LIGHT DIMMING RE(cid:52)UIREMENTS WITH OWNERS 13 - PROVIDE DEDICATED POWER TO ALL APPLIANCES 14 - PROVIDE SUBMITTALS AND SAMPLES AS RE(cid:52)UIRED TO COORDINATE AND CONFIRM ALL FINISH AND FIXTURE SELECTIONS WITH OWNER (cid:9) ARCHITECT (cid:9) INTERIOR DESIGNER 15 - SMOKE ALARMS (cid:9) CO DETECTORS SHALL BE HARDWIRED AND INTERCONNECTED, WITH BATTERY BACK-UP. ALARMS MAY BE WIRELESS IF ACTIVATION OF ONE ACTIVATES ALL 1(cid:25) - BOTTOM OF ELECTRICAL OUTLET BOXES SHALL BE MOUNTED AT 15(cid:5) AFF OR HIGHER. CENTER OF SWITCH BOXES SHALL BE MOUNTED 4(cid:21)(cid:5) AFF U.N.O. 1(cid:26) - GANG ALL OUTLETS AND SWITCHES WHERE POSSIBLE 18 - PROVIDE COUNTERTOP HEIGHT (cid:11)(cid:14)40(cid:5)(cid:12) GFCI OUTLETS (cid:35) 48(cid:5) O.C. CENTERED ABOVE BATHROOM (cid:9) KITCHEN COUNTERTOPS 1(cid:28) - PROVIDE ALL NEW FIXTURES AND ACCESSORIES WITH COMPLETE ASSEMBLIES (cid:9) RE(cid:52)UIRED BLOCKING; TYP. THROUGHOUT; CONFIRM ALL SELECTIONS W(cid:18) OWNERS (cid:21)0 - CONTRACTOR SHALL REMAIN RESPONSIBLE FOR LOCATING AND VERIFYING ADE(cid:52)UACY OF ALL EXISTING MEP SYSTEMS AND EXTENDING AND RELOCATING THEM AS RE(cid:52)UIRED TO ACCOMMODATE THE NEW LAYOUT FOR A COMPLETE AND FUNCTIONAL INSTALLATION OF ALL MEP ITEMS Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 NEW BEDROOM 3 NEW BATH 2 EXISTING KITCHEN EXISTING LIVING / DINING EXTERIOR FINISHES TO MATCH EXISTING; TYP. THROUGHOUT - RE ELEV. B A 3-0 x 1-4 SILL (cid:35) (cid:28)(cid:28)(cid:5) 3-0 x 5-4 SILL (cid:35) (cid:21)(cid:25)(cid:5) EGRESS 04 A-200 S E V A E T S X E H C T A M F I V " 9 VERIFY (2-3 x 3-9) SILL (cid:35) 45(cid:5) RELOCATE WINDOW FROM KITCHEN NEW EAVE LINE TO MATCH EXISTING 10'-10 3/4" 5'-1" 6'-1" 6" " 8 - 2 ' 6" WINDOW RELOCATED TO NEW BATH; INFILL OPENING (cid:21) - 1 0 1 D 8 - 6 x 8 - 2 " 2 / 1 4 - 5 ' " 3 " 3 - 3 ' ' " 3 - 4 1 CONFIRM FLOORING (cid:9) FINISHES W(cid:18)OWNER THROUGHOUT; PRIOR TO PROCUREMENT 5-0 x 6-8 (2-6 DBL) D101-3 7'-6 5/8" CL 5'-6 5/8" CL D10(cid:21)-(cid:21) 4-0 x 6-8 (2-0 DBL) " 1 - 2 ' " 3 - 3 ' 8 - 6 x 8 - 2 1 - (cid:21) 0 1 D 13'-4 3/4" 3'-7" 10'-10 3/4" 2'-6" LOFT ABOVE El +/- 0'-0" MATCH EXST. FLOOR LEVEL 1 1/2" STUD FRAMING GAP (cid:35) EXIST. STRUCTURE " 3 - 1 ' " 3 - 1 ' " 2 / 1 0 - 8 ' " 4 / 1 1 - 4 ' F I V " 4 / 3 8 - 0 1 ' " 3 - 3 ' " 4 / 3 1 - 1 ' " 4 / 3 0 - 5 ' D101-1 2-8 x 6-8 F I V " 0 1 - 3 ' NEW HALL W/D W(cid:18)D CXN BOX 1 - 3 0 1 D ) Q E 4 ( 8 - 6 x 4 - 5 " 8 - 5 ' " 0 - 4 ' 6'-4" D100-1 2-8 x 6-8 " 1 - 1 ' ) 4 - 1 x 0 - 5 ( I W O D N W H G H I (cid:5) (cid:28) (cid:28) (cid:35) L L S I C C (cid:5) (cid:28) (cid:28) (cid:35) L L S I ) 4 - 1 x 0 - 5 ( I W O D N W H G H I " 1 - 1 ' 2'-6" AWNING ABOVE 03 A-200 I I G N T S X E H C T A M - Y F I R E V " 4 - 4 2 ' I ) G N M A R F . I O . F E D S T U O ( Y F I R E V " 2 / 1 0 - 4 2 ' E N I L Y T R E P O R P K C A B T E S ' 5 01 A-301 NEW BEDROOM 2 F I V " 2 / 1 2 - 9 ' EXISTING BATH CL EXISTING HOUSE TO REMAIN AS-IS EXISTING BEDROOM 1 ALL EXISTING ELEMENTS OUTSIDE OF THE LIMITS OF CONSTRUCTION TO REMAIN AS-IS, UNLESS OTHERWISE NOTED; GC TO PROTECT (cid:9) AND REPAIR ALL CONSTRUCTION RELATED DAMAGES, TYP. S S E R G E G N T S X E I I " 8 - 2 ' S S E R G E G N T S X E I I " 8 - 2 ' EXISTING COVERED PORCH NOTE(cid:29) CONTRACTOR SHALL REMAIN RESPONSIBLE FOR LOCATING AND VERIFYING ADE(cid:52)UACY OF ALL EXISTING MEP SYSTEMS AND EXTENDING THEM TO NEW ADDITION FOR A COMPLETE AND FUNCTIONAL INSTALLATION OF ALL MEP ITEMS R-1(cid:28) MIN INSULATION AT WALLS R-4(cid:28) MIN INSULATION AT ROOF; R-13 MIN INSULATION UNDERSIDE OF EXPOSED FLOOR RE STRUCTURAL FOR SLAB PREPARATION, FOUNDATION (cid:9) FRAMING DETAILS, TYP. COORDINATE ALL WATERPROOFING DETAILS W(cid:18) ARCH, TYP. THROUGHOUT PROVIDE DEDICATED OUTLETS AT ALL APPLIANCES SLOPES SHALL BE 1(cid:18)4(cid:5) PER FT MIN. UNLESS NOTED OTHERWISE 01 A-200 EXISTING HISTORIC STRUCTURE; GC TO TO ENSURE ALL EXISTING ELEMENTS TO REMAIN SHALL BE PROTECTED FROM AD(cid:45)ACENT CONSTRUCTION ACTIVITIES NO MODIFICATIONS SHALL BE MADE TO FACADES VISIBLE FROM THE STREET PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 INTERIOR DOORS D100-1 D101-1 D101-(cid:21) D101-3 D10(cid:21)-1 D10(cid:21)-(cid:21) D103-1 EXTERIOR BEDROOM BATH CLOSET BEDROOM CLOSET W(cid:18)D HINGED HINGED POCKET HINGED DBL HINGED HINGED DBL BI-FOLD (cid:21)-8 (cid:91) (cid:25)-8 (cid:21)-8 (cid:91) (cid:25)-8 (cid:21)-8 (cid:91) (cid:25)-8 5-0 (cid:91) (cid:25)-8 (cid:11)(cid:21)-(cid:25) DBL(cid:12) (cid:21)-8 (cid:91) (cid:25)-8 4-0 (cid:91) (cid:25)-8 (cid:11)(cid:21)-0 DBL(cid:12) 5-4 x 6-8 (4 EQ) MATCH EXISTING EXTERIOR MATCH EXISTING INTERIOR MATCH EXISTING INTERIOR MATCH EXISTING INTERIOR 08/12/23 Date 08/12/2023 Issue FOR PERMIT N ALL DIMENSIONS GIVEN ARE TO FACE OF FRAMING, UNLESS OTHERWISE NOTED; ALL ALIGNMENTS SHOWN ARE INTENTIONAL AND SHOULD BE USED AS REFERENCES 01 Level 01 - Dimension Layout Plan 1/4" = 1'-0" Page A-101 FLOOR PLAN DIMENSION LAYOUT LEVEL 01 GC TO CONFIRM EXISTING GRADES AND REGRADE YARD AS RE(cid:52)UIRED TO PROVIDE POSITIVE DRAINAGE AWAY FROM FOUNDATION; TYP. THROUGHOUT EGRESS 3-0 x 5-4 SILL (cid:35) (cid:21)(cid:25)(cid:5) 3-0 x 1-4 SILL (cid:35) (cid:28)(cid:28)(cid:5) A B 02 A-200 10" 10" STEPS 3 EQ. RISERS 4X4 POST AWNING ABOVE 4X4 POST " 3 3" 3" 5' SETBACK 17'-10 1/4" (OUTSIDE F.O. FRAMING) 438.0 SF ADDITION 541.4 SF EXISTING 18'-0" HORI(cid:61)ONTAL WOOD SCREEN; 1.5(cid:5) GAPS RE ELEVATION LOCATION TYPE (cid:13)(cid:13)FINISHED SI(cid:61)E SPECIFICATION (cid:6) LOCATION TYPE (cid:13)(cid:13)FINISHED SI(cid:61)E SPECIFICATION (cid:6) A B C WINDOWS (cid:13)(cid:13)VERIFY HEIGHTS TO MATCH EXISTING - TYP. THROUGHOUT BEDROOM BEDROOM BEDROOM DBL HUNG FIXED FIXED 3-0 (cid:91) 5-4 (cid:11)EGRESS(cid:12) 3-0 (cid:91) 1-4 5-0 (cid:91) 1-4 MATCH EXISTING MATCH EXISTING MATCH EXISTING " 9 I F V " 9 I F V 04 A-200 12 5 12 5 EAVE @ UPPER ROOF RE ELEVATION LOWER ROOF CONTINUES BELOW; RE ELEVATION Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 GENERAL ROOFING NOTE: EXISTING ROOF ASSEMBLIES SHALL BE FULLY INTEGRATED W/NEW ROOFING & WALL WEATHERPROOFING ASSEMBLIES; TYP. THROUGHOUT NEW ROOF ASSEMBLIES SHALL BE FULLY INTEGRATED W/EXISTING ROOFING & WALL WEATHERPROOFING ASSEMBLIES; TYP. THROUGHOUT PROVIDE COMPLETE ROOFING ASSEMBLIES, INCORPORATING ALL TRIM, COPINGS, FASCIAE, GUTTERS, DOWNSPOUTS, MISCELLANEOUS FLASHINGS AND ACCESSORIES, REQUIRED FASTENERS, CLOSURE STRIPS, THERMAL SPACERS, SPLICE PLATES, SUPPORT PLATES, VENTS, BACKER RODS AND SEALANTS, AS REQUIRED, PER MANUFACTURER'S WARRANTIED ASSEMBLY PROFILES AND COLORS TO BE SUBMITTED FOR OWNER APPROVAL NEW COMPOSITE SHINGLE ROOF ASSEMBLY TO MATCH AND BE FULLY INTEGRATED W/ EXISTING ROOFING ASSEMBLY; TYP. THROUGHOUT EXISTING COMPOSITE SHINGLE ROOF ASSEMBLY NEW RIDGE @ SAME HEIGHT AS EXISTING RIDGE I E G D R G N T S X E I I I I I E G D R G N T S X E S A T H G E H E M A S @ I I E G D R W E N EAVES/ROOF TO BE REMOVED AS REQD FOR ADDTITION FULLY INTEGRATE WATERPROOFING & FLASHINGS AT NEW ADDITION; 18" LAP TYP EXISTING PORCH RIDGE 01 A-200 I Y 5 F R E V 2 1 I Y F R E V 2 1 5 EXISTING STEPS BELOW 03 A-200 01 A-301 I W O L E B L L A W R O R E T X E W E N F O E N L I 12 5 2'-6" 1'-2" 12 5 12 5 LINE OF NEW EXTERIOR WALL BELOW " 9 I F V I W O L E B L L A W R O R E T X E G N T S X E F O E N L I I I EAVE @ UPPER ROOF RE ELEVATION LOWER ROOF CONTINUES BELOW; RE ELEVATION LINE OF EXISTING EXTERIOR WALL BELOW " 9 I F V 02 A-200 NEW STEPS BELOW " 0 - 4 ' T F R E P " 4 / 1 6'-4" POST BELOW; TYP RE STRUCTURAL FOR SLAB PREPARATION, FOUNDATION & FRAMING DETAILS, TYP. COORDINATE ALL WATERPROOFING DETAILS W/ ARCH, TYP. THROUGHOUT SLOPES SHALL BE 1/4" PER FT MIN. UNLESS NOTED OTHERWISE PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 08/12/23 Date 08/12/2023 Issue FOR PERMIT N Page A-103 ROOF PLAN - PROPOSED 01 Roof Plan - Proposed 1/4" = 1'-0" LIGHTING SPEC AT VAULT CEILINGS TO MAINTAIN R-VALUE(cid:30) CONFIRM W/ ARCH EXISTING KITCHEN EXISTING LIVING / DINING D 1 D 1 NEW BEDROOM 3 D 1 F 1 VAULT CEILING D 1 El 8'-0" NEW BATH 2 T X D 1 SS + 4 0 " S S S S El 7'-0" CL El 7'-0" CL El 7'-0" S D 1 VAULT CEILING (CONTINUES ABOVE LOFT) S S El 7'-0" LOFT ABOVE El 7'-0" T X D 1 01 A-301 D 1 NEW BEDROOM 2 D 1 D 1 SS O O S S NEW HALL El 8'-0" VIF S S CONFIRM EXISTING SMOKE DETECTORS REMAIN OPERATIONAL EXISTING BATH CL **ONLY NEW LIGHTS(cid:15) SWITCHES (cid:9) OUTLETS ARE SHOWN THROUGHOUT(cid:15) U.N.O.** WHERE NEW LIGHTS ARE SHOWN IN EXISTING CEILINGS(cid:15) THE EXISTING LIGHTS WITHIN THAT CEILING SHALL BE REMOVED(cid:15) U.N.O.(cid:30) WHEREVER POSSIBLE(cid:15) REGROUP EXISTING SWITCHES ALONGSIDE NEW ONES(cid:30) TYP. EXISTING HOUSE TO REMAIN AS-IS EXISTING BEDROOM 1 EXISTING CEILING (cid:9) LIGHTING TO REMAIN ALL EXISTING ELEMENTS OUTSIDE OF THE LIMITS OF CONSTRUCTION TO REMAIN AS-IS(cid:15) UNLESS OTHERWISE NOTED(cid:30) GC TO PROTECT (cid:9) AND REPAIR ALL CONSTRUCTION RELATED DAMAGES(cid:15) TYP. Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 RECESSED DOWNLIGHT SURFACE MOUNT DOWNLIGHT WALL SCONCE LIGHT TX TOILET EXHAUST S S S 3 S D SMOKE DETECTOR SWITCH - TYPICAL SWITCH - 3-WAY SWITCH - DIMMER T THERMOSTAT DUPLEX OUTLET QUADRUPLEX GFCI OUTLET (WP IF EXTERIOR) O DEDICATED OUTLET - CONFIRM APPLIANCE REQ. DATA / TV CABLES LIGHTING TYPES D1 F1 * - DOWNLIGHT - 4" - PROVIDE DIMMERS - FAN - INTERIOR COORD. SWITCH LOCATIONS W/ OWNER PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 08/12/23 Date 08/12/2023 Issue FOR PERMIT N Page A-104 REFLECTED CEILING PLANS & ELECTRICAL PROPOSED 01 Level 01 RCP - Proposed - Electrical & Lighting 1/4" = 1'-0" MODIFY EAVES AS REQUIRED TO FULLY INTEGRATE WATERPROOFING & FLASHINGS AT NEW ADDITION WINDOW TO BE RELOCATED RE DEMO PLAN FOR ITEMS TO BE REMOVED RE 01D/02D FOR FULL SUBCHAPTER F NOTES 04D Elevation - Existing - West 1/4" = 1'-0" RE 01D/02D FOR FULL SUBCHAPTER F NOTES 03D Elevation - Existing - South 1/4" = 1'-0" 4 5 ° ' " 0 - 5 1 ' " 0 - 5 1 TENT 2 (54(cid:28).3(cid:10)) HIGH PT TENT 1 (548.5) HIGH PT MAX BUILDING HEIGHT ' " 0 - 2 3 EXISTING RIDGE HEIGHT 547.7 CoA BUILDING HEIGHT ZONING REFERENCE ONLY F I V " 2 / 1 9 - 2 1 ' F I V " 4 / 1 8 - 2 1 ' 550.16 FINISH FLOOR ELEV 547.7 AVERAGE ADJ. GRADE 548.1 (HIGH GD) 547.3 (LOW GD) 02D Elevation - Existing - East 1/4" = 1'-0" 01D Elevation - Existing - North 1/4" = 1'-0" Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 5° 4 ' " 0 - 5 1 TENT 1 (548.5) HIGH PT PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 08/12/23 Date 08/12/2023 Issue FOR PERMIT Page A-200D ELEVATIONS DEMO/EXISTING MODIFY EAVES AS REQUIRED TO FULLY INTEGRATE WATERPROOFING & FLASHINGS AT NEW ADDITION TRIM & SIDING TO MATCH EXISTING; TYP. THROUGHOUT 12 5 MATCH EXISTING RIDGE HEIGHT TRIM & SIDING TO MATCH EXISTING; TYP. THROUGHOUT 12" VIF F I V " 9 - 3 ' " 9 - 3 ' B A EGRESS " 4 - 1 ' " 3 - 8 ' " 4 - 5 ' " 2 - 2 ' 12" VIF 12 5 2'-6" " 2 / 1 6 - 1 ' " 1 - 6 ' 550.16 FINISH FLOOR ELEV F I V " 2 / 1 9 - 2 1 ' " 2 / 1 6 - 1 ' " 1 - 6 ' " 4 - 1 ' " 3 - 8 ' 9' VIF C C GENERAL ROOFING NOTE: NEW COMPOSITE SHINGLE ROOF ASSEMBLY TO MATCH AND BE FULLY INTEGRATED W/ EXISTING ROOFING ASSEMBLY; TYP. THROUGHOUT PROVIDE COMPLETE ROOFING ASSEMBLY, INCORPORATING ALL TRIM, COPINGS, FASCIAE, GUTTERS, DOWNSPOUTS, MISCELLANEOUS FLASHINGS AND ACCESSORIES, REQUIRED FASTENERS, CLOSURE STRIPS, THERMAL SPACERS, SPLICE PLATES, SUPPORT PLATES, VENTS, BACKER RODS AND SEALANTS, AS REQUIRED, PER MANUFACTURER'S WARRANTIED ASSEMBLY PROFILE AND COLOR TO BE SUBMITTED FOR OWNER APPROVAL 9' VIF SLOPE 1/4" PER FT MIN . P Y T P A G " 2 / 1 1 " 1 1 - 6 ' " 2 / 1 1 " 2 / 1 3 " 6 " 6 " 6 RELOCATE WINDOW FROM KITCHEN HORIZONTAL WOOD SCREEN RE 01D/02D FOR FULL SUBCHAPTER F NOTES 04 Elevation - Proposed - West 1/4" = 1'-0" RE 01D/02D FOR FULL SUBCHAPTER F NOTES 03 Elevation - Proposed - South 1/4" = 1'-0" TRIM & SIDING TO MATCH EXISTING; TYP. THROUGHOUT MODIFY EAVES AS REQUIRED TO FULLY INTEGRATE WATERPROOFING & FLASHINGS AT NEW ADDITION 12" VIF 12 5 2'-6" " 2 / 1 6 - 1 ' " 1 - 6 ' 12 5 " 4 - 1 ' " 3 - 8 ' " 4 - 5 ' " 2 - 2 ' B A EGRESS 12" VIF " 2 / 1 5 " 1 1 - 6 ' " 2 / 1 5 - 6 ' R O O D " 8 - 6 ' D100-1 " 2 / 1 1 MATCH EXISTING RIDGE HEIGHT F I V " 2 / 1 9 - 2 1 ' " 2 / 1 3 " 1 1 - 6 ' SLOPE 1/4" PER FT MIN . P Y T P A G " 2 / 1 1 550.16 FINISH FLOOR ELEV " 2 / 1 1 HORIZONTAL WOOD SCREEN RE 01D/02D FOR FULL SUBCHAPTER F NOTES 02 Elevation - Proposed - East 1/4" = 1'-0" RE 01D/02D FOR FULL SUBCHAPTER F NOTES 01 Elevation - Proposed - North 1/4" = 1'-0" Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 08/12/23 Date 08/12/2023 Issue FOR PERMIT Page A-200 ELEVATIONS PROPOSED Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 NOTE: CONTRACTOR SHALL REMAIN RESPONSIBLE FOR LOCATING AND VERIFYING ADEQUACY OF ALL EXISTING MEP SYSTEMS AND EXTENDING THEM TO NEW ADDITION FOR A COMPLETE AND FUNCTIONAL INSTALLATION OF ALL MEP ITEMS R-19 MIN INSULATION AT WALLS R-49 MIN INSULATION AT ROOF; R-13 MIN INSULATION UNDERSIDE OF EXPOSED FLOOR RE STRUCTURAL FOR SLAB PREPARATION, FOUNDATION & FRAMING DETAILS, TYP. COORDINATE ALL WATERPROOFING DETAILS W/ ARCH, TYP. THROUGHOUT SLOPES SHALL BE 1/4" PER FT MIN. UNLESS NOTED OTHERWISE PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 08/12/23 Date 08/12/2023 Issue FOR PERMIT Page A-301 SPRAY FOAM INSULATION REQUIRED @ VAULT CEILING 12 5 NEW RIDGE @ SAME HEIGHT AS EXISTING RIDGE 12 5 1'-0" F I V " 4 / 3 0 - 4 ' PTD GYP BD VAULT CEILING RE PLAN 7 1/4" DUCT ROUTING ABOVE CLOSETS & LOFT; CONFIRM EXTENTS IN FIELD LOFT FRAMING PER PLAN SISTERED RAFTER TAILS; TYP 1'-0" C " 4 - 1 ' " 3 - 8 ' F I V " 2 / 1 9 - 2 1 ' ' " 0 - 0 1 " 4 / 1 1 1 " 0 - 7 ' NEW PTD GYP BD DROP CEILINGS RE PLAN " 0 - 8 ' " 8 - 6 ' EXISTING AREAS TO REMAIN AS-IS U.N.O. PER PLAN BEDROOM 2 W/D HALL EXISTING HOUSE 01 FRAMING SECTION - LOOKING WEST 1/2" = 1'-0" FRAMING SECTIONS Project 1607 W 10th Street ADDITION Owner Thomas Schiefer & Meghann Rosales 1607 W 10th Street Austin, Tx 78703 PRINT A-SERIES @ 22x34 FOR FULL SCALE SCALE IS 1/2 OF NOTATION IF PRINTED ON 11x17 Architect Brett Wolfe, AIA wolfe.architect LLC 13513 Windstone Ct. Manor, Tx 78653 Lic# 25618 08/12/23 Date 08/12/2023 Issue FOR PERMIT Page A-800 3D IMAGES FOR REFERENCE ONLY STRUCTURAL NOTES FOUNDATION NOTES FOUNDATION CONSTRUCTION ROOF FRAMING NOTES WIND BRACING NOTES CODES AND SPECIFICATIONS 1. REMOVE ALL VEGETATION AND TOP 6 INCHES OF TOP SOIL PRIOR TO 1. ALL FRAMING MEMBERS AND CONSTRUCTION TO BE PER 2021 EDITION OF 1. WIND LOADS PER 2021 INTERNATIONAL RESIDENTIAL CODE: 1. 2021 EDITION OF THE RESIDENTIAL BUILDING CODE. 2. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. 3. ACI 301-05 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS AND ACI-318-08 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. TREES). THE SLAB. CONSTRUCTING FOUNDATION (EXCEPT IN THE 1/2 CRZ OF PROTECTED INTERNATIONAL RESIDENTIAL CODE. 2. DRAINAGE AROUND THE PERIMETER OF THE FOUNDATION SHALL BE DONE AND SUPPORTING BEAMS TO BE CONTROLLED BY IRC FASTENER PER IRC SUCH THAT NO WATER SHALL COLLECT UNDER OR ADJACENT TO SCHEDULES(S) IF NOT SPECIFICALLY SHOWN ON ENGINEERING PLANS OR 2. ROOF RAFTERS ATTACHMENT TO LOAD BEARING WALLS, CEILING JOISTS MATERIALS 3. PROVIDE A VAPOR BARRIER UNDER THE SLAB, DRAPE VAPOR BARRIER DOWN BEAM SIDES A MINIMUM OF 6 INCHES, ADJACENT SHEETS SHALL BE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OVERLAPPED 6 INCHES AND PINNED OR SEALED. 4. FOR FIELD CONDITIONS NOT EXPLICITLY COVERED BY PLANS AND DETAILS, 4. FRAMING MEMBERS TO BE #2 SOUTHERN PINE. REFER TO NOTE 4 OF 3. FASTENERS BETWEEN PANEL ENDS SHALL BE PER LATEST IRC. 6. PURLIN SIZE SHALL MATCH RAFTER SIZE. MAXIMUM SUPPORT SPACING: 5. MAXIMUM BWL SPACING: 60 FT. CONTACT ENGINEER OF RECORD. 5. CONTRACTOR TO VERIFY ALL DROPS, DIMENSIONS, AND BRICK LEDGES. 6. REPORT ALL CONFLICTS TO THE ENGINEER OF RECORD. 7. PRE-POUR INSPECTIONS BY ENGINEER OF RECORD IS REQUIRED. OF 3000 PSI (FOUNDATION) / 4000 PSI (POOL) 1.1. MINIMUM CEMENT CONTENT: 4 SACKS / C.Y. 1.2. MAXIMUM WATER/CEMENT RATIO: 0.50 1.3. SLUMP RANGE: 5" MIN - 8" MAX. 1.4. MAX. COARSE AGGREGATE SIZE: 3 4" 2. ALL REINFORCING SHALL BE ASTM A-615, GRADE 60 3. STANDARD PROTECTIVE COVER OF REINFORCING BARS UNLESS OTHERWISE NOTED SHALL BE: 3.1. WHERE CAST AGAINST DIRT OR FILL .. . . . . . 3" 3.2. EXPOSED TO EARTH OR WATER . . . . .. . . . 2" 3.3. SLABS AND WALLS (EXTERIOR) . . . .. . . . . . 2" 4. FILL FOR PADS UNDER FOUNDATION TO BE A GRANULAR MATERIAL WITH A LIQUID LIMIT OF 37 AND A PLASTICITY INDEX OF 15. DETAILS. 3. ROOF DEFLECTION CRITERIA: L/240 CEILING FRAMING NOTES. 5. ROOF RAFTERS SHALL BE 2X6 @ 24" O.C. MIN., U.N.O. 7. INDICATES RIDGE, RAFTER OR PURLIN BRACING WITH BEARING INDICATES RIDGE, RAFTER OR PURLIN BRACING WITH BEARING 4'-0" O.C., U.N.O. POINT DIRECTLY BELOW. POINT LOCATION. 8. BRACES UP TO 6 FT LONG SHALL BE 2X4. LONGER BRACES / POSTS SHALL BE MADE OF 2- 2X6 FASTENED TOGETHER IN A "L" OR "T" PATTERN. 9. VERIFY ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS. 10. PLYWOOD ROOF SHEATHING OR OSB SHALL BE 1 2" THICK MIN. U.N.O. 1. ALL FRAMING MEMBERS AND CONSTRUCTION TO BE PER 2021 EDITION OF INTERNATIONAL RESIDENTIAL CODE. CEILING FRAMING NOTES 2. DESIGN LOADS: 2.1 LIVE LOADS: A. UNINHABITABLE ATTICS W/O STORAGE. . . . . . . . . . .10 PSF B. UNINHABITABLE ATTICS W/ LIMITED STORAGE. . . . . . 20 PSF C. HABITABLE ATTICS AND SLEEPING AREAS. . . . . . . . . .30 PSF D. ALL OTHER AREAS EXCEPT BALCONIES AND DECKS. . . . 40 PSF E. ROOF LIVE LOAD: 20 PSF, REDUCIBLE PER LATEST IBC 3. ALL CEILING JOISTS TO BE 2X6 @ 24" O.C., TYPICAL U.N.O. CEILING DEFLECTION CRITERIA: L/240 4. DESIGN VALUES FOR VISUALLY GRADED LUMBER: ALL FRAMING MEMBERS TO BE #2 SOUTHERN YELLOW PINE AND SHOULD COMPLY WITH THE DESIGN VALUES SET BY THE AMERICAN WOOD COUNCIL (AWC) EFFECTIVE ON JUNE, 2013. LUMBER FB (PSI) FV (PSI) E (KSI) 2X6 2X8 2X10 2X12 1,000 925 800 750 175 175 175 175 1,400 1,400 1,400 1,400 5. LAMINATED VENEER LUMBER (LVL): E=2,000,000 (2.0E); FB=2600 PSI; FV=285 PSI 6. CEILING JOISTS SPACED AT 24" O.C., U.N.O. BASIC WIND SPEED: 115 MPH (3 SEC. GUST) EXPOSURE: B BUILDING CATEGORY II 1 = 1.0 2. SHEATHING TO BE 7 16" STRUCTURAL PLYWOOD OR OSB. ATTACH WITH/ FASTENERS 6" O.C. @ EDGES AND 12" O.C. INTERMEDIATE STUDS. PER 2021 1RC. TABLE R602.3 (1). 2X STUDS AT 16" O.C. FASTEN STUDS PER LATEST IRC. 4. USE DETAIL 1 & 2 (TYP. DETAIL SHEET) FOR 1X4 LET IN BRACED WALL. 6. FLOOR DECK SHALL BE 3 4" (MIN.) PLYWOOD OR OSB FASTENED WITH 8D COMMON NAILS @ 6" O.C. (EDGES) AND 12" O.C. (INTERMEDIATE) 7. ROOF DECK SHALL BE 7 16" (MIN.) PLYWOOD OR OSB FASTENED WITH 8D COMMON NAILS @ 6" O.C. (EDGES) AND 12" O.C. (INTERMEDIATE) LEGEND SYMBOL DESCRIPTION BRACING METHOD 7 16" PLYWOOD / OSB SHEATHING 7 16" PORTAL FRAME (PLYWOOD/OSB) STRUCTURAL GRADE T- PLY (THERMO PLY) GYPSUM BOARD ONE FACE GYPSUM BOARD TWO FACES 1- 1x4 LET IN OR METAL X OR V BRACE (SIMPSON WB/WBC WALL BRACING) WSP: WOOD STRUCTURAL PANEL (2) PFH (3) / PFG (4), REFER PLAN CS-SFB: STRUCTURAL FIBER BOARD 1 2" GYPSUM BOARD REF. TABLE R602.10.2 NAILS/SCREWS @ 7" O.C. 1 2" GYPSUM BOARD REF. TABLE R602.10.2 NAILS/SCREWS @ 7" O.C. LIB: LET IN BRACING HOLD DOWN LOCATION PFH (3) / PFG (4), (REF. DETAIL 3 ON SHEET S4) BRACING METHOD THICKNESS (TABLE R602.10.4) FASTENERS (TABLE R602.10.4) LET-IN BRACING 1x4 (45° - 60°) 2 - 8d COMMON NAILS CS-WSP CONT. SHEATHED WALL STRUCTURAL PANEL LIB GB PF GYPSUM BOARD PORTAL FRAME 7 16" 1 1 2" 2" (1) IRC 2021: R602.10.2 / R602.10.4.1 (2) EITHER SIDE OF WALL ON INTERIOR WALLS (3) PORTAL FRAME (INTERMITTENT) WITH HOLD DOWNS. (4) PORTAL FRAME AT GARAGE. 2" LONG x0.12" DIA. (FOR 1 2" 4" LONG 1 1 THICK SHEATHING) 1 3 x0.12" DIA. (FOR 25 SHEATHING) GALVANIZED ROOFING NAILS OR 8d COMMON (2 1 X0.131" DIA.) NAILS. 32" THICK 2" LONG [REF. TABLE R602.3(1)] [REF. TABLE R602.3(1)] S G N I W A R D N O I T A N I D R O O C . S G N I W A R D N O I T A N I D R O O C N O I T C U R T S N O C R O F T O N S G N I W A R D T I M R E P t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S0.0 DEMO SIDING (REF. ARCH'L) DEMO WINDOW (REF. ARCH'L) DEMO STEPS (REF. SCHEDULE) DEMO WALL AND DOOR (REF. SCHEDULE) GENERAL DEMOLITION NOTES 1. VERIFY FIELD CONDITIONS PRIOR TO START OF DEMOLITION AND NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES. 2. ALL NEW CONSTRUCTION TO COMPLY TO THE 2021 EDITION OF THE INTERNATIONAL BUILDING CODE AND INTERNATIONAL RESIDENTIAL CODE. 3. REMOVAL OF ANY STRUCTURAL COMPONENT BEYOND THE SCOPE OF THESE DRAWINGS (LOAD BEARING WALL, CEILING/FLOOR JOISTS, ETC) IS PROHIBITED WITHOUT THE CONSENT OF THE ENGINEER OF RECORD. 4. PROTECT ALL STRUCTURAL COMPONENTS OF THE EXISTING BUILDING TO REMAIN DURING DEMOLITION/ CONSTRUCTION. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY/ALL DAMAGES CAUSED BY HIMSELF OR ANY OF HIS SUB-CONTRACTORS. 5. PROVIDE ADEQUATE BRACING AND SHORING OF EXISTING BEARING AND NON-BEARING WALLS TO REMAIN. ALSO PROVIDE ADEQUATE BRACING AT ALL AREAS OF CEILING CUTTING. NOTE: ENGINEER OF RECORD OR REPRESENTATIVE TO ASSESS THE EXISTING STRUCTURE WHEN DRYWALL IS REMOVED TO VERIFY LOAD BEARING ROOF/CEILING POINTS/WALLS/SUPPORTING MEMBERS TEMPORARY SUPPORT NOTES: 1. TEMPORARY SUPPORTS SHALL BE USED DURING THE CONSTRUCTION PROCESS TO REPLACE EXISTING STRUCTURAL COMPONENTS. 2. REMOVE TEMPORARY SUPPORTS UPON INSPECTOR'S APPROVAL. 3. ENGINEER OF RECORD OR QUALIFIED REPRESENTATIVE TO INSPECT REPAIR WORK UPON COMPLETION. 4. NOTIFY THE ENGINEER OF RECORD IF FIELD CONDITIONS DIFFER FROM PLANS/DETAILS. LEGEND DEMO WALL NEW LOAD BEARING: 2X4@16"O.C. NON-LOAD BEARING: 2X4@24" O.C. WINDOWS TO BE REMOVED/REPLACED WALLS TO REMAIN DEMOLITIION PLAN SCALE: 1/8"=1'-0" t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S0.1 " 6 A " 4 1 ' 6 - 1 1 " 4 1 ' 6 - 1 1 C " 6 1 6" 2 7'-53 4" 7'-53 4" 3 6" F1 F2 F1 MIN. 2'-6" TO EXISTING FOUNDATION STRUCTURE EXISTING PIER AND BEAM FOUNDATION TO REMAIN B F2 F3 F2 HELICAL PILE TO LIMESTONE (TYP.) (REF. 1/S1.0) REF S1.1 FOR CRZ PLAN F1 EXISTING PIER AND BEAM FOUNDATION TO REMAIN HELICAL PILE TO LIMESTONE (REF. 1/S1.0) " 4 3 1 - 4 ' 1'-0" 6'-6" (FOOTING) 2 " 4 1 7 - 3 ' " 6 D NOTE: REFER TO DETAIL 1/S1.1 FOR FORMING OF FOUNDATION NEAR PROTECTED TREES 6" 7'-53 4" 6" 4" 4'-03 F1 5'-4" 6" 4X4 WOOD POST (DF#1) W/ SIMPSON ABU44 COL. BASE 1 2 2.4 2.9 MANDATORY PRE-DRYWALL FRAME INSPECTION TO BE PERFORMED BY SEC PRIOR TO INSULATION PRE-POUR INSPECTION BY SEC REPRESENTATIVE IS REQUIRED.TO SCHEDULE CONTACT OFFICE@SECTEXAS.COM OR CALL 512-215-4364 EXISTING FOUNDATION NOTES 1. CONDITION OF EXISTING FOUNDATION SHOULD BE ASSESSED BY A THIRD PARTY TO DETERMINE IF STABILIZATION AND/OR LEVELING IS REQUIRED. SEC SOLUTIONS LLC SHOULD BE NOTIFIED OF EXISTING FOUNDATION ISSUES AND PROPOSED CORRECTIONS. SEC SOLUTIONS LLC SHALL NOT BE HELD LIABLE FOR PRE-EXISTING DEFFICIENCIES. 2. SEC SOLUTIONS LLC IS NOT RESPONSIBLE FOR DAMAGES CAUSED BY FOUNDATION REPAIR PROCEDURES. 3. DESIGN OF NEW ADDED-ON FOUNDATION IS INTENDED TO MATCH OR EXCEED THE PERFORMANCE LEVEL OF EXISTING FOUNDATION(S). DIFFERENTIAL MOVEMENT BETWEEN EXISTING AND NEW PORTIONS OF FOUNDATION ARE ANTICIPATED AND ARE NOT INDICATION OF DEFFICIENT DESIGN. 4. CONTRACTOR TO NOTIFY SEC SOLUTIONS LLC IF UNFORESEEN CONDITIONS, RELATED TO EXISTING FOUNDATION, ARE NOTICED DURING THE TIME OF NEW FOUNDATION CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO, WIDE CRACKS ON FLOORS/WALLS, PLUMBING LEAKS, EXCESSIVE FLOOR DEFLECTION, ETC. CONDITIONS SUCH AS THESE MAY IMPACT THE NEW FOUNDATION DESIGN/CONSTRUCTION AND MUST BE MITIGATED OR CORRECTED PRIOR TO NEW CONSTRUCTION. DECKING AND WATERPROOFING BY OTHERS FLOOR JOISTS (TREATED) (REF. PLAN) F.F.E. (REF. ARCH'L) T.O.C. (REF. ARCH'L) 4- #4 (VERT.) W/ #3 TIES @ 6" O.C. G R A D E G R A D E WOOD BEAM (TREATED) (REF. PLAN) BOTTOM PLATE (TREATED) SIMPSON MASB (STD.) STRAP ANCHORS, EMBEDED INTO CONCRETE, TYP. ) E D A P S R A ( " 8 1 I E D A R G O T N I #5 @ 3" O.C.E.W. (9"x9") ON TOP OF STEEL PILE (TYP.) AIRSPADE TOP 18" OF EXCAVATION (MIN.) HELICAL PILE NOTES: 1. MIN. DIMENSIONS: SHAFT: 2" HELIX: 10" B A L S O T N I " 2 2. MIN. EMBEDMENT INTO GRADE: 10 FT. OR TO ATTAIN THE FOLLOWING LOADS: ALLOWABLE: 10,000 LBS ULTIMATE: 20,000 LBS 3. COMPLIANCE TO THE REQUIREMENTS PRESENTED IN DESIGN DOCUMENTS MUST BE PRESENTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL. SECTION 1 PLAN NOTES 1. CONCRETE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND COORDINATE STRUCTURAL PLANS AND DETAILS WITH ARCHITECTURAL DRAWINGS BEFORE CONCRETE WORK. 2. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB DROPS & ACCESSIBILITY REQUIREMENTS DESIGN SUMMARY 1. CONCRETE COMPRESSIVE STRENGTH (28 DAYS): 3000 PSI GEOTECHNICAL SUMMARY 1. GEOTECHNICAL REPORT BY: SEC SOLUTIONS LLC 2. PROJECT NUMBER: 23129 3. DESIGN PI: NP 4. ALLOWABLE BEARING CAPACITY: 600 PSF (3 FT) 500 PSF (2 FT) PIER LOCATION PLAN SCALE: 1/8"=1'-0" PIER AND BEAM AREA: 464 SF t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S1.0 F1 F2 F1 F2 F3 F2 HELICAL PILE TO LIMESTONE (TYP.) (REF. 1/S1.0) EXISTING PIER AND BEAM FOUNDATION TO REMAIN EXISTING PIER AND BEAM FOUNDATION TO REMAIN NOTE: REFER TO DETAIL 1/S1.1 FOR FORMING OF FOUNDATION NEAR PROTECTED TREES F1 F1 AIRSPADE PIER & FOOTING, REF. 1/S1.0 & 6/S2.0 1 2 CRZ FULL CRZ EXISTING TREE EXISTING TREE 1 4 CRZ (PENETRATION PROHIBITED 4 CRZ) WITHIN 1 OVEREXCAVATION: (DO NOT EXCAVATE WITHIN THE 1 2 CRZ) 1 2 CRZ Z R C % 0 5 F O E G D E FOUNDATION FORM 2X FORM SUPPORT SECURED TO 2X4 IN 50% CRZ W/ FRAMING NAILS ADD'L STAKES AS NEEDED OUTSIDE OF 50% CRZ 2X6 ON TOP OF GRADE BRACED W/ 1 2" SMOOTH FORM PIN EXIST. GRADE 2X4 ON TOP OF GRADE IN 50% CRZ NAILED TO ADJACENT 2X6 1 2" SMOOTH FORM PIN SECURED W/ DOUBLE HEADED FRAMING NAILS OR #5 REBAR W/ POINTED TIP 2 CRZ) (TYP) (NO STAKES WITHIN THE 1 CONCRETE GRADE BEAM (REF. PLAN) NO BATTER BOARD OR FOUNDATION FORMWORK STAKES WITHIN THE 1 2 CRZ EXCEPT #5 REBAR W/ POINTED TIP. USE A STRONGBACK DESIGN TO GET ANY LARGER STAKES OUT OF THE 1 2 CRZ. SEE TYPICAL CRZ DETAIL S1.0. FOUND. BRACING DET. NEAR PROTECTED TREES 1 t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S1.1 CRZ PLAN SCALE: 1/8"=1'-0" 3/4" (MIN.) PLYWOOD SUBFLOOR 2 S2.0 (3) 2X10 (SYP#1)(CONT.) 1 S2.0 (2) 2X10 (SYP#1)(CONT.) ) 1 # P Y S ( 0 1 X 2 ) 3 ( ) 1 # P Y S ( 0 1 X 2 ) 3 ( @ ) 1 # P Y S ( 6 x 2 ) . P Y T ( . C . O " 6 1 S T S I O J R O O L F ) D E T A E R T ( ) 1 # P Y S ( 0 1 X 2 ) 3 ( @ ) 1 # P Y S ( 6 x 2 ) . P Y T ( . C . O " 6 1 S T S I O J R O O L F ) D E T A E R T ( ) 1 # P Y S ( 0 1 X 2 ) 3 ( @ ) 1 # P Y S ( 6 x 2 ) . P Y T ( . C . O " 6 1 S T S I O J R O O L F ) D E T A E R T ( ) 1 # P Y S ( 0 1 X 2 ) 3 ( 6 S2.0 2 4 S2.0 @ ) 1 # P Y S ( 6 x 2 ) . P Y T ( . C . O " 6 1 S T S I O J R O O L F ) D E T A E R T ( ) 1 # P Y S ( 0 1 X 2 ) 3 ( 3 S2.0 CANTILEVER OVER FOOTING 2X10 (SYP#1) LEDGER (TREATED) 2x6 (SYP#1) @ 24" O.C. (TYP.) (FLOOR JOISTS) (TREATED) 2 5 S2.0 2X10 (SYP#1) LEDGER (TREATED) (3) 2X10 (SYP#1)(CONT.) 2 7 S2.0 DECKING, DRAINAGE & WATERPROOFING BY OTHERS (TYP) 4X4 W O O D P O ST (DF#1) W / SIM PSO N BC4 C O L. C AP 1 S1.0 SIM. @ ) 1 # P Y S ( 6 x 2 ) . P Y T ( . C . O " 4 2 ) S T S I O J R O O L F ( ) D E T A E R T ( 4 X W 4 W / S I M O O P S O D P N B O S T ( D C 4 C F # 1 ) O L . C A P t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED MATERIAL NOTES 1. CONCRETE COMPRESSION STRENGTH (28 DAYS): 3000 PSI 2. ALL LUMBER TO BE #1 SYP OR SUPERIOR. 3. ALL NEW LUMBER IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED. 4. WOOD JOISTS CLOSER THAN 18 INCHES TO GRADE MUST BE PRESSURE TREATED. 5. WOOD GIRDERS CLOSER THAN 12 INCHES TO EXPOSED GROUND MUST BE PRESSURE TREATED. FOUNDATION FRAMING PLAN SCALE: 1/8"=1'-0" S1.2 WOOD BEAM (TREATED) (REF. PLAN) BOTTOM PLATE (TREATED) FINISH GRADE 12" Ø CONCRETE PIER W O L E B " 0 - 3 ' E D A R G L A R U T A N 2X WALL ABOVE PLYWOOD/OSB SUBFLOOR FLOOR JOISTS/WOOD BEAM (TREATED)(REF. PLAN) F.F.E. (REF. ARCH'L) T.O.C. (REF. ARCH'L) SIMPSON MASB (STD.) STRAP ANCHORS, EMBEDED INTO CONCRETE, TYP. 4- #4 VERTICAL BARS W/ #3 TIES @ 12"O.C.,TYP. #4's @ 6" O.C. EA. WAY . R L C " 3 " 0 1 2'-6" SQ. WOOD BEAM (TREATED) (REF. PLAN) BOTTOM PLATE (TREATED) FINISH GRADE 12" Ø CONCRETE PIER W O L E B " 0 - 2 ' E D A R G L A R U T A N PIER & BEAM,TYP. TYPE F1/F2 1 PIER & BEAM,TYP. TYPE F1/F2 2 PIER & BEAM, TYP. TYPE F1 2'-0" SQ. 2'-0" SQ. " 0 1 " 0 1 " 0 1 " 0 1 WOOD BEAM (TREATED) (REF. PLAN) EXISTING PIER AND BEAM FOUNDATION TO REMAIN 2x LEDGER (REF. PLAN) CANTILEVER BEAM OVER FOOTING PLYWOOD/OSB SUBFLOOR FLOOR JOISTS/WOOD BEAM (TREATED)(REF. PLAN) F.F.E. (REF. ARCH'L) T.O.C. (REF. ARCH'L) SIMPSON MASB (STD.) STRAP ANCHORS, EMBEDED INTO CONCRETE, TYP. FINISH GRADE 2x BEAM (REF. PLAN) WOOD BEAM (TREATED) (REF. PLAN) 2 EXISTING PIER AND BEAM FOUNDATION TO REMAIN 2x LEDGER (REF. PLAN) 12" Ø CONCRETE PIER 4- #4 VERTICAL BARS W/ #3 TIES @ 12"O.C.,TYP. T N E C A J D A T N E M D E B M E " 0 - 2 ' E R U T C U R T S G N T S I I X E O T #4's @ 6" O.C. EA. WAY . R L C " 3 " 0 1 2'-6" SQ. PIER & BEAM,TYP. TYPE F1/F2 4 " 0 1 2'-6" SQ. PIER & BEAM,TYP. TYPE F1/F2 5 2X WALL ABOVE PLYWOOD/OSB SUBFLOOR FLOOR JOISTS (TREATED) (REF. PLAN) F.F.E. (REF. ARCH'L) T.O.C. (REF. ARCH'L) SIMPSON MASB (STD.) STRAP ANCHORS, EMBEDED INTO CONCRETE, TYP. 4- #4 VERTICAL BARS W/ #3 TIES @ 12"O.C.,TYP. #4's @ 6" O.C. EA. WAY . R L C " 3 PLYWOOD/OSB SUBFLOOR FLOOR JOISTS/WOOD BEAM (TREATED)(REF. PLAN) F.F.E. (REF. ARCH'L) T.O.C. (REF. ARCH'L) SIMPSON MASB (STD.) STRAP ANCHORS, EMBEDED INTO CONCRETE, TYP. FINISH GRADE 12" Ø CONCRETE PIER 4- #4 VERTICAL BARS W/ #3 TIES @ 12"O.C.,TYP. T N E C A J D A T N E M D E B M E " 0 - 2 ' E R U T C U R T S G N T S I I X E O T #4's @ 6" O.C. EA. WAY . R L C " 3 WOOD BEAM (TREATED) (REF. PLAN) PLYWOOD/OSB SUBFLOOR FLOOR JOISTS/WOOD BEAM (TREATED)(REF. PLAN) S G N I W A R D N O I T A N I D R O O C . S G N I W A R D N O I T A N I D R O O C N O I T C U R T S N O C R O F T O N S G N I W A R D T I M R E P WOOD BEAM (TREATED) (REF. PLAN) DECKING AND WATERPROOFING BY OTHERS . F E R ' L H C R A BOTTOM PLATE (TREATED) FINISH GRADE 12" Ø CONCRETE PIER W O L E B " 0 - 2 ' E D A R G L A R U T A N BOTTOM PLATE (TREATED) FINISH GRADE 12"Ø CONCRETE PIER W O L E B " 0 - 3 ' E D A R G L A R U T A N " 0 1 2X WALL ABOVE PLYWOOD/OSB SUBFLOOR FLOOR JOISTS/WOOD BEAM (TREATED)(REF. PLAN) F.F.E. (REF. ARCH'L) T.O.C. (REF. ARCH'L) SIMPSON MASB (STD.) STRAP ANCHORS, EMBEDED INTO CONCRETE, TYP. 4- #4 VERTICAL BARS W/ #3 TIES @ 12"O.C.,TYP. #4's @ 6" O.C. EA. WAY . R L C " 3 3 F.F.E. (REF. ARCH'L) T.O.C. (REF. ARCH'L) SIMPSON MASB (STD.) STRAP ANCHORS, EMBEDED INTO CONCRETE, TYP. 4- #4 VERTICAL BARS W/ #3 TIES @ 12"O.C.,TYP. #4's @ 6" O.C. EA. WAY . R L C " 3 2'-6" SQ. PIER & BEAM, TYP. TYPE F3 2 6 FLOOR JOISTS (TREATED) (REF.PLAN) 2x12 WOOD STRINGER (TREATED) CONC. FOOTING (CONT.) AIRSPADE EXCAVATION (2'-0") . R L C " 3 SIMPSON LSC ADJUSTABLE STRINGER CONNECTOR OR APPROVED SIMILAR WOOD STAIRS PER IRC (TREATED) FINAL GRADE 2 #5 TOP & BOTTOM W/ #3 STIRRUPS @ 24" O.C. L A R U T A N O T N I " 0 - 2 ' . P Y T , E D A R G 1'-0" FOOTING DETAIL 7 t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S2.0 (H6)(LOW) (H6)(HIGH) . G L C E K A M S R E T F A R . G L C E K A M S R E T F A R ) 8 H ( 0 1 x 2 ) 2 ( ) H S U L F ( (H10) NOTE: REFER TO ARCHITECTURAL FOR ROOF OVERHANG DETAIL I ) H G H ( ) 8 H ( 1 S3.0 . C . O " 4 2 @ 6 X 2 3/4" (MIN.) PLYWOOD SUBFLOOR 2 (H6) . C . O " 4 2 @ 6 X 2 ) G N I L I E C " 0 - 8 ( ' (H6) ) T S I . C . O " 4 2 @ 6 X 2 X E H C T A M ( ) G N I L I E C " 0 - 8 ( (H6) ' EXISTING FRAMING TO REMAIN 2 2X6 @ 24" O.C. (7'-0" CEILING) EXISTING FRAMING TO REMAIN (H6) 2X12 @ 24" O.C. (LOFT)(7'-0" CEILING) ) 6 H ( 0 1 x 2 ) 2 ( ) H S U L F ( (2) 1 3 4" X 111 (2.0E)(FLUSH) 4" LVL I ) H G H ( ) 8 H ( S R E T F A R . G L C E K A M S R E T F A R . G L C E K A M . C . O " 4 2 @ 6 X 2 ) G N I L I E C " 0 - 7 ( ' 2 ) 8 H ( (H6)(LOW) (H6)(HIGH) 6 x 2 ) 2 ( ) P O R D ( 2X6 @ 16" O.C. 6 x 2 ) 2 ( ) P O R D ( 4X4 W O O D P O ST (DF#1) W / SIM PSO N BC4 C O L. C AP (2) 2x6 (DROP) 4 X W 4 W / S I M O O P S O D P N B O S T ( D C 4 C F # 1 ) O L . C A P TRUSS NOTES 1. ALL FRAMING MEMBERS AND CONSTRUCTION TO BE PER 2021 EDITION OF INTERNATIONAL RESIDENTIAL CODE. 2. TRUSS SPACING SHOWN ON PLANS IS FOR REFERENCE ONLY. FINAL TRUSS LOCATIONS AND SPACING TO BE PROVIDED BY TRUSS SUPPLIER. 3. TRUSS ENGINEER TO PROVIDE ADEQUATE SUPPORT FOR LOADS FROM FLOORS/ROOF ABOVE. 4. POINT LOADS SHOWN WERE DERIVED FROM ROOF LOADING (LIVE AND DEAD LOADS) AND SHOULD BE SUPERIMPOSED TO FLOOR LOADS TO BE CALCULATED BY THE TRUSS ENGINEER, INCLUDING LOAD BEARING WALLS. TRUSS ENGINEER TO VERIFY ALL LOADS PERTINENT TO TRUSSES. S G N I W A R D N O I T A N I D R O O C . S G N I W A R D N O I T A N I D R O O C N O I T C U R T S N O C R O F T O N S G N I W A R D T I M R E P NOTES: 1. REFER TO WIND BRACING PLANS FOR ADDITIONAL REQUIREMENTS FOR LOAD BEARING WALL THAT ARE PART OF THE WIND LOAD RESISTING SYSTEM (SHEAR WALLS). 2. 2X4 @ 16" O.C. MAY BE USED TO A MAXIMUM PLATE HEIGHT OF 10 FT (SUPPORTING ONE FLOOR AND ROOF/CEILING ASSEMBLY). 3. CONTACT THE ENGINEER OF RECORD FOR CONDITIONS NOT COVERED IN THIS SCHEDULE. PLAN NOTES 1.  ALL CONSTRUCTION PER CURRENT EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (IRC). 2.  VERIFY PLAN DIMENSIONS AND FLOOR/CEILING ELEVATIONS(T.O.P.) WITH ARCHITECTURAL PLANS. NOTIFY ENGINEER OF RECORD OF DISCREPANCIES. 3. REFER TO GENERAL NOTES (S0.0) FOR MATERIAL PROPERTIES AND CONSTRUCTION RECOMMENDATIONS. 4.  AT A MINIMUM, DOUBLE JOISTS AT HVAC UNIT LOCATIONS. 5.  NOTIFY THE ENGINEER OF RECORD IF FIELD CONDITIONS DON'T ALLOW FRAMING MEMBERS TO BE PLACED AS SHOWN ON PLANS. 6. REFER TO TYPICAL DETAIL SHEET FOR MULTIPLE MEMBER CONNECTION DETAIL(S). WALL SCHEDULE DESIGNATION SYMBOL FRAMING LOAD-BEARING WALL NON-LOAD BEARING WALL 2X4 (MIN.) STUDS (DF #1 OR SYP #2) @ 16" O.C. (MAX.) 2X4 (MIN.) STUDS (DF #1 OR SYP #2) @ 24" O.C. (MAX.) SYMBOL DESCRIPTION LEGEND OUTLINE OF FLOOR AREA 2.0E MICROLAM LVL BEAM #2 SOUTHERN YELLOW PINE 2x HEADER CEILING JOISTS (REF. PLAN) FLOOR TRUSSES BY OTHERS POINT LOAD FROM FLOOR ABOVE INVERTED HANGERS FACE HANGERS LABEL (H4) (H6) (H8) (H10) (H12) FRAMING (2) 2X4 (H) (2) 2X6 (H) (2) 2X8 (H) (2) 2X10 (H) (2) 2X12 (H) HEADER LEGEND TRIMMERS/POST (1) 2X6 OR (1) 2X4 (1) 2X6 OR (1) 2X4 (1) 2X6 OR (1) 2X4 (2) 2X6 OR (2) 2X4 (2) 2X6 OR (2) 2X4 KING STUDS* (1) 2X6 OR (1) 2X4 (1) 2X6 OR (1) 2X4 (1) 2X6 OR (1) 2X4 (1) 2X6 OR (1) 2X4 (1) 2X6 OR (1) 2X4 *KINGS STUDS TO BE REPLACED BY COMPRESSION STUDS AS SHOWN IN THE TDS HOLDOWN DETAILS WHERE OCCURS t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S3.0 PLYWOOD / OSB SHEATHING 2 ROWS OF 1 2" WOOD SCREWS @ 6" O.C. (TOENAIL) 4" x 3 1 2x BACK-UP BLOCKING 2x BACK-UP BLOCKING SOFFIT HT. = REF. ARCH'L REF. ARCH'L NOTE: REFER TO ARCHITECTURAL FOR ROOF OVERHANG DETAIL 2 SECTION 1 1ST FLOOR - CEILING FRAMING SCALE: 1/8"=1'-0" HOLDOWN SCHEDULE SYMBOL TYPE SIMPSON MSTC28 ASPHALT SHINGLE ROOF: 1 2" DECK ON 2X8 RAFTERS @ 24" O.C., U.N.O., (TYP.) SIMPSON H2.5A EA. RAFTER TYP. ASPHALT SHINGLE ROOF: 1 2" DECK ON 2X6 RAFTERS @ 24" O.C., U.N.O., (TYP.) 2 SIMPSON LSU (ADJUSTABLE RAFTER HANGER) EACH RAFTER, (VAULTED CEILING) ASPHALT SHINGLE ROOF: 1 2" DECK ON 2X6 RAFTERS @ 24" O.C., U.N.O., (TYP.) NOTE: REFER TO ARCHITECTURAL FOR ROOF OVERHANG DETAILS SIMPSON H2.5A EA. RAFTER TYP. OVERFRAME (TYP.) 2X8 RIDGE I E G D R 0 1 X 2 I E G D R 0 1 X 2 LA Y O N V ALLEY L A Y O N V A L L E Y OVERFRAME (TYP.) L A Y O N V A L L E Y EXISTING ROOF FRAMING TO REMAIN I E G D R G N T S I X E I EXISTIN G V ALLEY E X I S T I N G V A L L E Y EXISTING RIDGE LA Y O N V ALLEY SIMPSON H2.5A EA. RAFTER TYP. EXISTING ROOF FRAMING TO REMAIN 2 METAL ROOF: 1 2"(MIN.) PLYWOOD ON 2X6 RAFTERS(SYP#1) @ 24" O.C. (SHADED AREA) ROOF RAFTER TOP PLATE SIMPSON H2.5 OR APPROVED SIMILAR NAILED PER MFRG. RECOMMENDATIONS DETAIL 1 S G N I W A R D N O I T A N I D R O O C . S G N I W A R D N O I T A N I D R O O C N O I T C U R T S N O C R O F T O N S G N I W A R D T I M R E P t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S4.0 SYMBOL DESCRIPTION LEGEND ROOF BRACE ROOF BRACE DIRECTLY BELOW 2x ROOF PURLIN ROOF RAFTERS (REF. PLAN) ROOF FRAMING SCALE: 1/8"=1'-0" BWL 1 BWL 2 17'-111 4" BWL A CS-WSP CS-WSP CS-WSP CS-WSP P S W - S C P S W - S C P S W - S C " 2 1 0 1 - 1 1 ' " 2 - 2 1 ' BWL B LIB SIMPSON WB X-BRACE SIMPSON WB X-BRACE SIMPSON WB X-BRACE 17'-111 4" BWL 1 BWL 2 BWL C CS-WSP CS-WSP CS-WSP CS-WSP SIMPSON WBC - PER MFG'R SPECIFICATION(S) t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S5.0 S G N I W A R D N O I T A N I D R O O C . S G N I W A R D N O I T A N I D R O O C N O I T C U R T S N O C R O F T O N S G N I W A R D T I M R E P 2X WALL SIMPSON HTT5 - PER MFR SPECIFICATION(S) ANCHOR - (REF. HOLDOWN SCHEDULE) HOLDOWN SCHEDULE SYMBOL TYPE SIMPSON STHD14 SIMPSON DTT 1Z SIMPSON HDQ 8 HOLDOWN SCHEDULE SYMBOL TYPE SIMPSON STHD14 SIMPSON STRONG-TIE WB 2 1ST FLOOR WIND BRACING PLAN SCALE: 1/8"=1'-0" ARCH'L. ROOF, SEE ARCH'L DWGS. 1 2" PLYWOOD ROOF SHEATHING RAFTERS, SEE PLAN SEE ARCH'L DWGS. FOR SOFFIT, EAVE DETAILS SHEATH ALL EXTERIOR WALLS W/ 1 2" PLYWOOD ARCH'L. FINISH SEE ARCH'L DWGS. SEE ARCH'L DWGS. FOR SOFFIT, EAVE DETAILS 12 SEE ARCH'L. CEILING JOIST, SEE PLAN SIMPSON H2.5 STRAP @ 4'-0" O.C. DOUBLE #2 YP TOP PLATE STUDS @ 16" O.C. GABLE WALL, SLOPING TOP PLATE SHEATH ALL EXTERIOR WALLS W/ 1 2" PLYWOOD ARCH'L. FINISH SEE ARCH'L DWGS. RAFTERS, SEE PLAN S E I R A V SEE ARCH'L DWGS. FOR SOFFIT, EAVE DETAILS ARCH'L. ROOF, SEE ARCH'L DWGS. 1 2" PLYWOOD ROOF SHEATHING 2x OUTLOOKERS @ 24" O.C. CEILING JOIST, SEE PLAN DOUBLE #2 YP TOP PLATE STUDS @ 16" O.C. SHEATH ALL EXTERIOR WALLS W/ 1 2" PLYWOOD ARCH'L. FINISH SEE ARCH'L DWGS. ARCH'L. ROOF, SEE ARCH'L DWGS. 1 2" PLYWOOD ROOF SHEATHING RAFTERS, SEE PLAN 12 SEE ARCH'L. ARCH'L. ROOF, SEE ARCH'L DWGS. 1 2" PLYWOOD ROOF SHEATHING RAFTERS, SEE PLAN 12 SEE ARCH'L. USE 2X10 RAFTERS OR FURR DOWN TO ACCOMMODATE BATT INSULATION + AIR SPACE SIMPSON H2.5 STRAP @ 4'-0" O.C. DOUBLE #2 YP TOP PLATE STUDS @ 16" O.C. SEE ARCH'L DWGS. FOR SOFFIT, EAVE DETAILS SHEATH ALL EXTERIOR WALLS W/ 1 2" PLYWOOD MASONRY VENEER, SEE ARCH'L DWGS. L5x5x3 8 STEEL LINTEL 8" MIN. BEARING EACH END. BOLT TO 2"Ø LAG 4 POINTS & @ MIDSPAN. WOOD HEADER W/ 1 BOLTS @ 1 CEILING JOIST, SEE PLAN SIMPSON H2.5 STRAP @ 4'-0" O.C. DOUBLE #2 YP TOP PLATE STUDS @ 16" O.C. GARAGE HEADER, SEE PLAN FOUR #2 YP 2x STUDS UNDER END OF HEADER BEYOND (TYP.) SECTION A SECTION B R A F T E R DOUBLE TOP PLATE SECTION DOUBLE TOP PLATE R A F T E R C R A F T E R SECTION D CEILING JOIST CEILING JOIST CEILING JOIST ALL MULTIPLE PLY­MEMBERS TO BE  BOLTED OR NAILED TOGETHER. AS PER DETAIL ASSEMBLY "A" 2 PLY OF 13 4" ASSEMBLY "B" 3 PLY OF 13 4" ASSEMBLY "C" 4 PLY OF 13 4" " 2 " 2 " 2 " 2 " 2 13 4" ASSEMBLY A: 3 ROWS 12d NAILS @ 12" O.C. OR 2 ROWS OF 1 2" BOLTS @ 12" O.C. ASSEMBLY B: 3 ROWS 12d NAILS @ 12" O.C. OR 2 ROWS OF 1 2" BOLTS @ 12" O.C. ASSEMBLY C: 2 ROWS OF 1 O.C. OR 1 BOLTS 4"X6" SCREW @ 12" 2" THROUGH MULTIPLE MEMBER CONNECTION DETAIL CEILING JOIST R A F T E R " 2 1x3 BRACE TO PREVENT RACKING CEILING JOIST D U T S KNEE BRACES SHALL BE NAILED (BOLTED) TO THE SIDE OF THE RAFTER, WITH A TIGHT CUT UNDERNEATH THE CEILING JOISTS D U T S CEILING JOIST 1x3 BRACE TO PREVENT RACKING CEILING JOIST D U T S D U T S ARCH'L. ROOF, SEE ARCH'L DWGS. 1 2" PLYWOOD ROOF SHEATHING RAFTERS, SEE PLAN SEE ARCH'L DWGS. FOR SOFFIT, EAVE DETAILS 12 SEE ARCH'L. CEILING JOIST, SEE PLAN SIMPSON H2.5 STRAP @ 4'-0" O.C. WOOD BEAM, SEE PLAN SECTION CEILING JOIST CEILING JOIST CEILING JOIST R E T F A R T S I O J G N I L I E C E L G N I S E C A R B E E N K R E T F A R S T S I O J G N I L I E C E L B U O D E C A R B E E N K E C A R B E E N K E C A R B E E N K E C A R B E E N K E R E T F A R S T S I O J G N I L I E C E L P R T I D U T S D U T S NAIL KNEE BRACE @ 8" O.C. TO SIDE OF RAFTER WITH SOLID BEARING ON TOP PLATE. CLG. JOIST AND KNEE BRACING TO CARRY LIMITED ATTIC STORAGE WHEN REQUIRED. D U T S INSTALL 2" WIDE FURRING STRIP TO RAFTER EDGE TO PROVIDE SUFFICIENT CLEARANCE FOR R-19 INSULATION AND 1" AIR GAP LOAD IS NOT TO TRANSFER TO RAFTERS. D U T S CUT KNEE BRACE TO FIT TIGHT ALONG BOTTOM OF CEILING JOIST GAMBREL CEILING W/ KNEE BRACE GAMBREL CEILING W/ FURRING STRIP SECTION F R E T F A R S T S I O J G N I L I E C E L P R T I E C A R B E E N K E C A R B E E N K E C A R B E E N K R E T F A R T S I O J G N I L I E C E L G N I S E C A R B E E N K R E T F A R S T S I O J G N I L I E C E L B U O D E C A R B E E N K E C A R B E E N K D N O Y E R B E T F A R CEILING JOIST D N O Y E R B E T F A R CEILING JOIST NOTES SIMPSON LUS JOIST HANGER SIMPSON HUS JOIST HANGER DISCLAIMER:THE DETAILS SHOWN ON THE TYPICAL DETAIL SHEET(S) ARE GENERIC AND MAY NOT BE APPLICABLE TO THIS SPECIFIC PROJECT. PLEASE VERIFY APPLICABILITY OF EACH DETAIL BEFORE USE. E C A R E B E N K 1. KNEE BRACES SHALL BE SAME DIMENSIONAL SIZE AS NOTES E C A R E B E N K ROOF FRAMING NOTES 1. ALL FRAMING MEMBERS AND CONSTRUCTION TO BE PER 2021 EDITION OF INTERNATIONAL RESIDENTIAL CODE. ROOF LIVE LOAD = 20 psf, REDUCIBLE PER LATEST IBC. ROOF DEFLECTION CRITERIA: L/240 2. 3. 4. 5. 6. 7. BELOW. FOR FRAMING MEMBERS REFER TO NOTE 4 OF CEILING FRAMING NOTE SIMPSON HU BEAM HANGER ROOF RAFTERS SHALL BE 2x8 @24 IN. O.C., U.N.O. PURLINS SHALL BE 2x6 BRACED @ 4'-0" O.C., U.N.O. INDICATES RIDGE, RAFTER OR PURLIN BRACING WITH BEARING POINT DIRECTLY INDICATES RIDGE, RAFTER OR PURLIN BRACING WITH BEARING POINT LOCATION. 8. BRACES UP TO 6FT LONG SHALL BE 2X4. LONGER BRACES/POSTS SHALL BE MADE OF 2-2X6 FASTENED TOGETHER IN A "L" OR "T" PATTERN. 9. VERIFY ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS 10. PLYWOOD ROOF SHEATHING OR OSB SHALL BE 1 2" THICK MIN. U.N.O. 11. CLD - INDICATES CONCEALED/FLOATING BEAM. ALL OTHER BEAMS SHOWN ON PLAN TO BE DROPPED U.N.O. RAFTERS. THE RAFTERS. 2. KNEE BRACES SHALL BE NAIL (BOLTED) TO THE SIDE OF 3. USE A MINIMUM OF 8- 16d NAILS BETWEEN EACH MEMBER, OR 41 THE WAY THROUGH THE MEMBERS. 2" DIAMETER LAG SCREWS, SCREWED ALL TYP. KNEE BRACE CONNECTION DETAIL G ARCH'L. ROOF, SEE ARCH'L DWGS. 1 2" PLYWOOD ROOF SHEATHING RAFTERS, SEE PLAN 12 SEE ARCH'L. MASONRY VENEER, SEE ARCH'L DWGS. L4x4x1 4 STEEL LINTEL. LOCATE DIRECTLY ON TOP OF ROOF CONSTRUCTION TOP OF ROOF DECKING (TYP) TRIPLE TREATED RAFTERS ATTACHED TO STUD WALL (TYP) RIDGE BOARD, SEE PLAN SECTION I 1. KNEE BRACES SHALL BE ONE DIMENSIONAL SIZE LARGER THAN RAFTERS. 2. KNEE BRACES SHALL BE NAIL (BOLTED) TO THE SIDE OF THE RAFTERS. 3. USE A MINIMUM OF 8- 16d NAILS BETWEEN EACH MEMBER, OR 41 ALL THE WAY THROUGH THE MEMBERS. 2" DIAMETER LAG SCREWS, SCREWED OPT. KNEE BRACE CONNECTION DETAIL NOTE: 3x3x1/4 STEEL PLATE STOPS WELDED TO ANGLE @24" O.C. FOR ROOF PITCH GREATER THAN 7:12 BUT NO MORE THAN 12:12 ATTACH FIRST RAFTER TO EACH STUD W/ (3) 3/8"X5" LAG SCREWS STUD WALL PER PLAN H J TYPICAL MASONRY OVER ROOF t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S6.0 S G N I W A R D N O I T A N I D R O O C . S G N I W A R D N O I T A N I D R O O C N O I T C U R T S N O C R O F T O N S G N I W A R D T I M R E P RIDGE BEAM, SEE PLAN FOR SIZE 2x OUTLOOKERS @ 48" O.C. UN-SUPPORTED RAFTER 2- 16D NAILS BOTH SIDES OF CONNECTION NOTCH RAFTER 31 FOR OUTLOOKER 2"X11 2" NAIL FLUSH WITH TOP EDGE OF RAFTER FIRST PLATE BEARING RAFTER 2x SUB FASCIA TYPICAL WALL SECTION BEYOND 36" MAX 36" MAX DOUBLE TOP PLATE N M U L O C L I A N D N E E C N A T S I D W O R I G N C A P S END DISTANCE NAIL ROW NAIL ROW NAIL ROW NAIL ROW SPACE BETWEEN COL. PLAN X A M " 6 3 SIMPSON A35 - ANGLE, SEE MANUFACTURER FOR INSTALLATION AND FASTENING REQ'S. 2- 2X4 STUDS, TYP. EA. CORNER 1X4 BRACE TYP. EACH FACE SECURE TO STUDS WITH 2- 16D NAILS AT EACH CONNECTION. X A M " 6 - 2 1 ' ROOF STRUCTURE, SHOWN GRAYED OUT FOR CLARITY DOUBLE TOP PLATE (3) 2x4 (4) 2x4 (3) 2x6 (4) 2x6 (6) 2x6 # OF NAILS PER ROW NAIL SIZE END DISTANCE EDGE DISTANCE SPACE BETWEEN ROWS 1 30d 3.5" 1.5" 8 1 30d 3.75" 1.5" 9 2 50d 3.5" 1.5" 8 2 50d 3.75" 1.5" 9 2 50d 3.5" 1.5" 6 SPACE BETWEEN COLUMNS 0.5" 0.5" 2.5" 2.5" 2.5" WHEN ONE NAIL PER ROW IS SPECIFIED, NAILS IN ADJACENT ROWS SHALL BE DRIVEN FROM OPPOSITE SIDES IN OPPOSITE COLUMNS. 4 1/2" SIMPSON SDS SCREWS MAY REPLACE 30D NAILS & 6" SIMPSON SDS SCREWS MAY REPLACE 50D NAILS. SOLID TIMBER MEMBERS OF EQUAL OR GREATER SIZE MAY BE USED INSTEAD OF SPECIFIED STUD PACKS. PERSPECTIVE ROOF OPENING ELEVATION CHIMNEY FRAMING DETAIL 3 DOUBLE HEADER TYP. OUTLOOKER DETAIL 1 STUD PACK CONN. 2 3d MAX. d d d I . N M 3 / d fv = 3V 2bde (c) SLOPE END CUT FOR ROOF DRAINAGE fv = 3V 2bd fv = 3V 2bd (a) SQUARE END BEARING (b) SLOPE END BEARING 3d MAX. e d 4 . 0 . X A M 3d MAX. e d 4 . 0 . X A M e d d e d d e d d fv = 3V d - de 2b[d-( )e] de (d) COMPRESSION-SIDE NOTCH WHERE e < de fv = 3V 2bde fv = 3V 2bde ( d de ) (e) COMPRESSION-SIDE NOTCH WHERE e > de (f) TENSION-SIDE NOTCH - NOT RECOMMENDED fv= SHEAR STRESS (psi) V= SHEAR FORCE AT NOTCH LOCATION (lbs) b= WIDTH OF BEAM d= DEPTH OF BEAM de= EFFECTIVE DEPTH AS SHOWN (inches) e= LENGTH AS SHOWN (inches) SIMPSON STRONG-TIE : RR SHEAR WALL DESIGN EQUATIONS FOR NOTCHED AND TAPERED BEAMS 4 SIMPSON STRONG-TIE : H2 SIMPSON STRONG-TIE : H6 SIMPSON STRONG-TIE : H10 STANDARD SIMPSON STRONG-TIE DETAILS PROVIDED BY HTTP:// WWW.SIMPSONSTRONGTIE.COM. THESE DETAILS SHOULD ONLY BE USED AS REFERENCE OF APPEARANCE AND STYLE NOT FOR INSTALLATION OR FASTENING SPECIFICATIONS. PLEASE REFER TO MANUFACTURER FOR ALL OTHER APPLICABLE INFORMATION REQUIRED FOR THE PROPER INSTALLATION AND FASTENING OF THEIR PRODUCTS. TOP PLATE FOR GABLE DORMER STUDS FOR GABLE DORMER DOUBLE HEADER TOP PLATE FOR EXTERIOR WALL STUDS FOR EXTERIOR WALL SECURE DOUBLE TOP PLATE TO STUDS WITH 2- 16D NAILS AT EACH CONNECTION 2- 2X4 STUDS, TYP. EA. CORNER 1X4 BRACE TYP. EACH FACE SECURE TO STUDS WITH 2- 16D NAILS AT EACH CONNECTION. SIMPSON RPS 18 STRAP. SECURE TO STUDS WITH 2- 16D NAILS AT EACH END TYP. AT EACH CORNER. RIDGE BOARD, SEE PLAN FOR SIZE VALLEY BOARD, SEE PLAN FOR SIZE ROOF RAFTERS, SEE PLAN FOR SIZE AND SPACING TRIPLE RAFTER CEILING JOISTS, SEE PLAN FOR SIZE AND SPACING t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED SIMPSON STRONG-TIE DETAILS 5 TYPICAL DORMER FRAMING 6 S6.1 S G N I W A R D N O I T A N I D R O O C . S G N I W A R D N O I T A N I D R O O C N O I T C U R T S N O C R O F T O N S G N I W A R D T I M R E P T.O. PLATE DETAIL 5 DBL. PLATE A-A 6' TO 18' FASTEN SHEATING TO HEADER WITH 8D COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS, AND SILLS) TYP. LVL HEADER (REF. PLAN) DBL. TOP PLATE 2x SILL PLATE T.O.C. 12" O.C. 12" O.C. 4" 6" F O D N E . P Y T L E N A P FASTENERS @ 24" O.C. 2x STUDS 2x SILL PLATE T.O.C. NAILS @ 3" MIN. 2"± F O D N E . P Y T L E N A P 2x STUDS ANCHORS PER IRC ONE STORY WALL PANEL INTERIOR FASTENERS PER DETAIL 4 1 DETAIL 6 DETAIL 5 HORIZONTAL BLOCKING AT PANEL EDGES (SEE DETAIL 5) 7 16" PLYWOOD (STRUCTURAL I) OR T-PLY SHEATHING EXTERIOR WALL ONLY REF. SHEAR WALL SCHEDULE (SHT 1 NOTE 2) FOR FASTENER SPACING (EDGE) REF. SHEAR WALL SCHEDULE (SHT 1 NOTE 2) FOR FASTENER SPACING (INTERIOR) T.O.C T.O. PLATE RIM BOARD T.O. PLATE HORIZONTAL BLOCKING AT PANEL EDGES (SEE DETAIL 5) REF. SHEAR WALL SCHEDULE (SHT 1 NOTE 2) FOR FASTENER SPACING (EDGE) REF. SHEAR WALL SCHEDULE (SHT 1 NOTE 2) FOR FASTENER SPACING (INTERIOR) T.O.C. OPT. 1x4 LET IN 2x STUD @ 16" O.C. 2x SILL PLATE DETAIL 4 FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D NAILS AT 3" O.C. TYP. SIMPSON MSTC 28 HEADER STRAP OPPOSITE SHEATING AS SHOWN (SEE SECTION A-A) TYP. SIMPSON MSTC 28 HEADER STRAP OPPOSITE SHEATING AS SHOWN (SEE SECTION A-A) TYP. FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24" OF MID-HEIGHT.ONE ROW OF TYP. SHEATING-TO-FRAMING NAILING IS REQUIRED IF 2x BLOCKING IS USED, THE 2x'S MUST BE NAILED TOGETHER WITH 3 16D NAILS. 16" PLYWOOD/OSB (STRUCTURAL I) OR T-PLY SHEATHING. FASTEN SHEATHING TO MIN.7 HEADER STUDS, BLOCKING, SILLS W/ 8D COMMON OR GALVANIZED BOX NAILS @ 3" O.C. TYPICAL REF. PLAN FOR WIDTH (16" MIN.) SIMPSON STRONG-TIES STHD14 EMBED STRAP WITH (30)-16D SINKER NAILS. (ALTERNATE: HTT5 WITH(26)-10D NAILS.) 1 2" DIA. ANCHOR BOLT WITH 7" MIN. EMBEDMENT & 2"x2"x3 16" PLATE WASHER, TYP. 16D SINKER NAILS IN 2 ROWS @ 3" O.C. SIMPSON MSTC 28 HEADER STRAP 7 16" PLYWOOD/OSB (STRUCTURAL I) OR T-PLY SHEATHING SIMPSON PHN-72 OR PHNW-72 @ 6" AND 10" FROM EA. END OF WALL PANEL AND @ 12" O.C. IN BETWEEN (DETAIL 1) 8- HILTI XZF SPACED AT 3" O.C. MIN. EA. END OF WALL PANEL (DETAIL 1) AND 24" O.C. IN BETWEEN INTERIOR WALL PANEL W/ SIMPSON FASTENERS INTO SLAB INTERIOR WALL PANEL W/ HILTI FASTENERS INTO SLAB 3" 3" 6" 3" 9" F O D N E . P Y T L E N A P F O D N E . P Y T L E N A P 2x SILL PLATE T.O.C. 2x SILL PLATE T.O.C. 2x STUDS 2x STUDS ANCHOR BOLT OPTIONS (a) 3-3 8" DIA. EXPANSION ANCHORS (AS SHOWN) W/ 2" EMBEDMENT (MIN.). (b) 3-3 8" SIMPSON TITEN HD W/ 2" MIN. EMBEDMENT ANCHOR BOLT OPTIONS (a) 2-5 (b) 2- 1 8" DIA. J-BOLT 2" DIA. EXPANSION ANCHORS W/ 31 2"x2"x3 16" PLATE WASHER, TYP. 2" DIA. SIMPSON TITEN HD W/ 31 (c) 2-11 2" EMBEDMENT W/ 2" EMBEDMENT. INTERIOR WALL PANEL W/ ANCHORS INTO SLAB EXTERIOR WALL PANEL W/ ANCHORS INTO BEAM A-A PORTAL FRAME ELEVATION SECTION A-A 3 SHEAR WALL TO FOUNDATION 4 2x STUD PLYWOOD FLOOR REF. SHEAR WALL SCHEDULE (SHT 1 NOTE 2) FOR FASTENER SPACING SHEATHING EDGE 3 8" FROM SHEATHING EDGE, TYP. 2x STUD HORIZ. BLOCKING AT SHEATHING EDGES REF. SHEAR WALL SCHEDULE (SHT 1 NOTE 2) FOR FASTENER SPACING RIM BOARD FLOOR JOIST 2x STUD TOP PLATE SHEAR WALL CONNECTION 6 SHEAR WALL PANEL DETAIL 5 DBL. PLATE OPT. 1x4 LET IN 2x STUD @ 16" O.C. 2x PLATE ROOF RAFTER TOP PLATE 3-16d NAILS 2-SIMPSON STC OR 1-DTC CLIPS ONE SIDE OF 2x4 2x4 FLAT BLOCKING @ 48" O.C. EA. CLIP BETWEEN ROOF TRUSSES CEILING JOISTS/TRUSSES 2x STUD WALL (NO SHEAR/LOAD BEARING) SIMPSON H2.5 OR APPROVED SIMILAR NAILED PER MFRG. RECOMMENDATIONS RAFTER @ PERIMETER WALL 7 TYPICAL NON SHEAR/ BEARING WALL CONN. 8 SHEATHING PER GSN SHEATHING PER GSN PRE-ENGINEERED ROOF TRUSS BY OTHERS 2x4 HORIZONTAL BRACE @ 48" O.C. 2-16d NAILS PRE-ENGINEERED ROOF TRUSS BY OTHERS DRAG TRUSS 2x CONT. NAILER 16d NAILS @ 6" O.C. 2" MIN. 2x SILL PLATE DETAIL 4 A35/LTP4 @ 24" O.C. INSTALL AFTER ROOF IS LOADED SHEAR WALL PER PLAN 16d TOE NAIL AT 12" O.C. TRUSS OFFSET FROM WALL. CLIP TRUSS TO TOP PLATE W/ LPT4 @ 24" O.C. LPT4 TO BE LAID FLAT AND FASTENED UP INTO BOTTOM OF TRUSS AND DOWN INTO TOP OF PLATE SHEAR WALL PER PLAN 1'-75 8" MAX. 2-16d AT 12" O.C. PLYWOOD / OSB NOTES: 1. WIND LOADS PER 2021 INTERNATIONAL RESIDENTIAL CODE:                   BASIC WIND SPEED: 115 MPH (3 SEC. GUST)                   EXPOSURE: B                   BUILDING CATEGORY II                   I = 1.0 2. SHEATHING TO BE 7                  ATTACH WITH/ FASTENERS 6" O.C. @ EDGES AND 12" O.C.                  INTERMEDIATE STUDS. PER 2021 IRC. TABLE R602.3 (1).                  2x STUDS AT 24" O.C.. FASTEN STUDS PER LATEST IRC. 3. 4. USE SECTION 1 FOR 1x4 LET-IN BRACED WALL FASTENERS BETWEEN PANEL ENDS SHALL BE PER LATEST IRC. 16"STRUCTURAL PLYWOOD OR OSB. . P Y T L E N A P F O D N E . P Y T L E N A P F O D N E . P Y T L E N A P F O D N E ANCHORS PER IRC TWO STORY WALL PANEL 2 DRAG TRUSS AT SHEAR WALL 9 DRAG TRUSS AT SHEAR WALL 10 t S t s e r o F 7 0 4 2 4 6 8 7 X T , l l i H y t r e b i L 4 6 3 4 - 5 1 2 ) 2 1 5 ( 9 0 0 5 1 - F S N O I T U L O S T E E R T S h   t 0 1   .   W 7 0 6 1 E C N E D S E R I 3 0 7 8 7 X T     , I N T S U A T E A ST TFO EX A S MARCOS V. DEQUEIROGA P R 101049 O L I S NEC F OSSE LAN E I E R E D EN N IG 07/07/2023 E T A D 3 2 ­ 7 2 ­ 6 0 3 2 ­ 7 0 ­ 7 0 I N O S V E R I   T E S W E V E R I I N O S V E R I . O N . 1 . 2 PROJECT: DATE: DRAWN BY: 23129 07­07­23 TF SCALE: AS NOTED S6.2 S G N I W A R D N O I T A N I D R O O C . S G N I W A R D N O I T A N I D R O O C N O I T C U R T S N O C R O F T O N S G N I W A R D T I M R E P