39.3 - 1711 newton st- initial app — original pdf

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1704 T E E R T N S O T W E N 1705 1707 1709 1708 1800 W ANNIE STREET T E E R T N S O T W E N 1711 W ANNIE STREET 206 1702 1704 1706 1708 VICINITY MAP N.T.S GENERAL NOTES SUBMITTAL INFORMATION PROJECT: 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, ORDINANCES AND STANDARDS HAVING JURISDICTION. IF THERE ARE ANY QUESTIONS OR CONFLICTS CONCERNING COMPLIANCE WITH SUCH CODES, ORDINANCES, OR STANDARDS, THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION. ALL NECESSARY PERMITS, LICENSES, CERTIFICATES, TESTS, ETC. SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR (OR OWNER IF HE DESIGNATES). REFER TO SPECIFICATION "GENERAL CONDITIONS" SECTION FOR CLARIFICATION ON FEE RESPONSIBILITIES. 2. CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT THE WORK IS BUILDABLE AS SHOWN AND MEETS ALL APPLICABLE CODES BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ISSUES, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION OR RELATED WORK. 3. THE CONTRACTOR SHALL CERTIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS FOR STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING WORK AND EQUIPMENT WITH TRADES INVOLVED. 4. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING EXISTING CONDITIONS AT THE JOB SITE BEFORE SUBMITTING PROPOSALS. SUBMISSION OF PROPOSALS SHALL BE TAKEN AS EVIDENCE THAT SUCH INSPECTIONS HAVE BEEN MADE. CLAIMS FOR EXTRA COMPENSATION FOR WORK THAT COULD HAVE BEEN FORESEEN BY SUCH INSPECTION, WHETHER SHOWN ON CONTRACT DOCUMENTS OR NOT, SHALL NOT BE ACCEPTED OR PAID. 5. ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE NOTED. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD OF (1) YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION OR ACCEPTANCE OF THE WORK. THE CONTRACTOR SHALL REPAIR OR REPLACE, AT HIS OWN EXPENSE WHEN ORDERED TO DO SO, ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIAL OR WORKMANSHIP WITHIN SAID PERIOD TIME. 6. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS FOR SERVICE INTENDED. THE INSTALLATION OF ALL EQUIPMENT SHALL BE MADE BY EXPERIENCED CRAFTSMEN IN A NEAT, WORKMANLIKE MANNER. ALL MATERIALS, TOOLS, COSTS, AND SERVICES NECESSARY TO COMPLETELY INSTALL ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORK SHALL BE PROVIDED BY THE CONTRACTOR. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, AND MISALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING OPERATIONS AND PROPERTY ADJACENT, WITH WHICH WORK COMES IN CONTACT, OR OVER OR UNDER WHICH HE MAY TRANSPORT, HOIST, OR MOVE MATERIALS, EQUIPMENT, DEBRIS, ETC., AND SHALL REPAIR SATISFACTORILY ALL DAMAGES CAUSED BY HIM DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZES, LOCATIONS AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT TO BE FURNISHED BY THE OWNER, OR OTHERS WITH THE MANUFACTURER OR SUPPLIER BEFORE ANY CONSTRUCTION IS BEGUN. 9. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT CONFIRMATIONS OF ORDERS, INCLUDING DELIVERY DATES, FOR ALL MATERIALS AND EQUIPMENT WHOSE TIMELY DELIVERY IS REQUIRED TO AVOID CHANGES IN THE CONSTRUCTION DOCUMENTS OR IN THE CONSTRUCTION SCHEDULE. DRAWING PERMIT LIST A0 GENERAL NOTES / SITE A0.0 A0.1 A0.2 GENERAL NOTES SITE PLAN CRZ AND STAGING AREA CONSTRUCTION PLAN BLDG 01 CH A1.0 CH A1.1 CH A1.2 CH A2.0 CH A2.1 CH A7.0 CH A7.1 DEMO AND ROOF PLAN BLDG 01 FLOOR PLAN BLDG 01 FLOOR PLAN BLDG 01 EXTERIOR ELEVATIONS BLDG 01 EXTERIOR ELEVATIONS BLDG 01 WINDOW SCHEDULES BLDG 01 DOORS SCHEDULES BLDG 01 CONSTRUCTION PLAN BLDG 02 PH A1.0 PH A1.1 PH A2.0 PH A2.1 PH A7.0 PH A7.1 DEMO AND ROOF PLAN BLDG 02 FLOOR PLAN BLDG 02 EXTERIOR ELEVATIONS BLDG 02 EXTERIOR ELEVATIONS BLDG 02 WINDOW SCHEDULES BLDG 02 DOORS SCHEDULES BLDG 02 10. THE CONTRACTOR MUST SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OR ASSEMBLY, FOR PERFORMING THE WORK IN A SAFE MANNER, AND FOR ADHERING TO ALL APPLICABLE CODES AND STANDARDS. 11. LOCATION OF ALL CEILING MOUNTED ITEMS ON THE ARCHITECTURAL DRAWINGS HAVE PRECEDENCE OVER MEP DRAWINGS. ARCHITECT SHOULD BE NOTIFIED OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 12. IT IS THE INTENT AND MEANING OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR SHALL PROVIDE A MECHANICAL, ELECTRICAL, AND PLUMBING INSTALLATION THAT IS COMPLETE. ALL ITEMS AND APPURTENANCES NECESSARY, REASONABLY INCIDENTAL, OR CUSTOMARILY INCLUDED, EVEN THOUGH EACH ITEM IS NOT SPECIFICALLY CALLED OUT OR SHOWN IN THE CONSTRUCTION DOCUMENTS SHALL BE PROVIDED. 13. ALL MEP RELATED ITEMS SHOULD BE REVIEWED BY THE ENGINEER IF APPLICABLE AND MAY BE ADJUSTED PENDING NOTICE TO AND APPROVAL OF THE ARCHITECT. 14. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE. DO NOT SCALE DIMENSIONS. IF NO DIMENSION IS LISTED, CONTACT ARCHITECT FOR CLARIFICATION. 15. ALL WORK NOTED "N.I.C." OR "NOT IN THE CONTRACT" IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE CONSTRUCTION AGREEMENT. 16. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. 17. "TYPICAL" OR "TYP." AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. 18. "SIMILAR" OR "SIM." AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS SIMILAR TO A CONDITION DETAILED FOR ANOTHER LOCATION. 19. THE CONTRACTOR SHALL PROVIDE UPDATED RECORD DOCUMENTS OF AS-BUILT CONDITIONS ON-SITE WHEN DIFFERENT FROM CONSTRUCTION DOCUMENTS AND SHALL PROVIDE SAID DOCUMENTATION TO ARCHITECT UPON COMPLETION OF CONSTRUCTION. 20. THIS COVER SHEET IS A MASTER INDEX. NOT ALL SYMBOLS/ITEMS WILL BE INCLUDED IN DRAWINGS. 21. DO NOT DISASSEMBLE THIS SET OR DISTRIBUTE PARTIAL SETS TO SUBCONTRACTORS. COVER SHEET CONTAINS DATA PERTINENT TO ALL SHEETS. PROJECT DATA PROJECT ADDRESS: 1711 NEWTON STREET AUSTIN, TX 78704 ZONED: SF-3 LEGAL DESCRIPTION: LOT 7 BLK 28 SWSHER ADDN LOT AREA (sq ft): 6,961.59 AREA TABULATIONS GROSS FLOOR AREAS EXISTING NEW APPLIED EXEMPTION TOTAL 1ST FLOOR 2,380.48 245.50 0 SF 2,625.98 SF BASEMENT 746.12 0 746.12 SF 0 SF SUBTOTAL* 2,625.98 SF F.A.R (TOTAL GROSS FLOOR AREA / LOT AREA) x 100 = = = (2,625.98 SF /6,961.59) x 100 37.7 COVERAGE CALCULATIONS EXISTING LOT AREA 6,961.59 SF BUILDING COVERAGE ALLOWABLE BUILDING COVERAGE @ 40% TOTAL BUILDING COVERAGE ON LOT PERCENTAGE IMPERVIOUS COVERAGE IMPERVIOUS COVERAGE ALLOWABLE IMPERVIOUS COVERAGE @ 45% TOTAL IMPERVIOUS COVERAGE ON LOT PERCENTAGE IMPERVIOUS COVERAGE PARKING SPACES PROVIDED 2,784.6 SF 2,745.98 SF 39.40 % 3,132.70 SF 3,069.98 SF 44.10 % 2 GENERAL NOTE: THE FOLLOWING IS A LIST OF REQUIREMENTS THAT DIG: A EXPECTS FROM THE CONTRACTOR ON THIS JOB. REFERENCE BOOK OF SPECIFICATIONS FOR FURTHER DETAIL REGARDING GENERAL CONDITIONS. THIS IS WORKING DOCUMENT THAT IS MEANT TO BE DISCUSSED AND FINALIZED WITH THE CONTRACTOR PRIOR TO THE ASSIGNMENT OF THE CONSTRUCTION CONTRACT. CONSTRUCTION SCHEDULE: A COMPREHENSIVE, FULLY DEVELOPED, HORIZONTAL BAR- CHART-TYPE, CONTRACTOR'S CRITICAL PATH CONSTRUCTION SCHEDULE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW EACH SUBMITTAL BEFORE GIVING IT TO DIG: A. IF A SUBMITTAL IS NOT STAMPED OR OTHERWISE INDICATED AS REVIEWED BY THE CONTRACTOR, DIG: A WILL RETURN IT TO THE CONTRACTOR WITHOUT REVIEWING IT. 6. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR INSTALLED WORK THAT DOES NOT MEET CODE. IT IS NOT THE RESPONSIBILITY OF THE OWNER OR ANY OF THEIR CONSULTANTS, INCLUDING DIG: A TO VERIFY THAT INSTALLED WORK MEETS ALL APPLICABLE CODES. 1. SUBMIT THE SCHEDULE WITHIN 7 DAYS AFTER SIGNING THE CONTRACT. 2. PROVIDE A SEPARATE TIME BAR FOR EACH SIGNIFICANT CONSTRUCTION ACTIVITY AS INDICATED IN THE SCHEDULE OF VALUES. PROVIDE A CONTINUOUS VERTICAL LINE TO IDENTIFY THE FIRST WORKING DAY OF EACH WEEK. 3. WITHIN EACH TIME BAR, INDICATE ESTIMATED COMPLETION PERCENTAGE IN 10 PERCENT INCREMENTS. AS WORK PROGRESSES, PLACE A CONTRASTING MARK IN EACH BAR TO INDICATE ACTUAL COMPLETION PERCENTAGE. 4. PREPARE THE SCHEDULE ON A SHEET, OR SERIES OF SHEETS OF SUFFICIENT WIDTH TO SHOW DATA FOR THE ENTIRE CONSTRUCTION PERIOD. 5. COORDINATE THE CONTRACTOR'S CONSTRUCTION SCHEDULE WITH THE SCHEDULE OF VALUES, LIST OF SUBCONTRACTS, SUBMITTALS, PROGRESS REPORTS, PAYMENT REQUESTS, AND REPORTS. 6. INDICATE COMPLETION IN ADVANCE OF THE DATE ESTABLISHED FOR SUBSTANTIAL COMPLETION. INDICATE SUBSTANTIAL COMPLETION ON THE SCHEDULE TO ALLOW TIME FOR THE ARCHITECT'S ADMINISTRATIVE PROCEDURES NECESSARY FOR CERTIFICATION OF SUBSTANTIAL COMPLETION. SCHEDULE OF VALUES: PROVIDE AT LEAST ONE LINE ITEM FOR EACH MAJOR COMPONENT OF CONSTRUCTION AS IDENTIFIED IN THE CONSTRUCTION SCHEDULE. 1.PROVIDE A SEPARATE LINE ITEM IN THE SCHEDULE OF VALUES FOR EACH PART OF THE WORK WHERE APPLICATIONS FOR PAYMENT MAY INCLUDE MATERIALS OR EQUIPMENT PURCHASED OR FABRICATED AND STORED, BUT NOT YET INSTALLED. 2. INCLUDE TOTAL COST AND PROPORTIONATE SHARE OF GENERAL OVERHEAD AND PROFIT FOR EACH ITEM. TEMPORARY FACILITIES AND OTHER MAJOR COST ITEMS THAT ARE NOT DIRECT COST OF ACTUAL WORK-IN-PLACE MAY BE SHOWN EITHER AS SEPARATE LINE ITEMS IN THE SCHEDULE OF VALUES OR DISTRIBUTED AS GENERAL OVERHEAD EXPENSE, AT CONTRACTOR'S OPTION. 3. INCLUDE THE FOLLOWING PROJECT IDENTIFICATION ON THE SCHEDULE OF VALUES: PROJECT NAME AND LOCATION. NAME OF OWNER. CONTRACTOR'S NAME AND ADDRESS. DATE OF SUBMITTAL. 4. UPDATE AND RESUBMIT THE SCHEDULE OF VALUES BEFORE THE NEXT APPLICATIONS FOR PAYMENT WHEN CHANGE ORDERS OR CONSTRUCTION CHANGE DIRECTIVES RESULT IN A CHANGE IN THE CONTRACT SUM. 5. ARRANGE THE SCHEDULE OF VALUES IN TABULAR FORM WITH SEPARATE COLUMNS TO INDICATE THE FOLLOWING FOR EACH ITEM LISTED: RELATED SPECIFICATION SECTION OR DIVISION, IF APPLICABLE. DESCRIPTION OF THE WORK. NAME OF SUBCONTRACTOR. NAME OF MANUFACTURER OR FABRICATOR. NAME OF SUPPLIER. CHANGE ORDERS (NUMBERS) THAT AFFECT VALUE. DOLLAR VALUE (ROUND AMOUNTS TO NEAREST WHOLE DOLLAR); TOTAL OF ALL ITEMS SHALL EQUAL THE CONTRACT SUM. PERCENTAGE OF THE CONTRACT SUM TO NEAREST ONE-HUNDREDTH PERCENT; TOTAL OF ALL ITEMS SHALL EQUAL 100%. 6. SUBMIT THE SCHEDULE OF VALUES TO THE ARCHITECT AT EARLIEST POSSIBLE DATE BUT NO LATER THAN FOURTEEN DAYS BEFORE THE DATE SCHEDULED FOR SUBMITTAL OF INITIAL APPLICATIONS FOR PAYMENT. LIST OF SUBCONTRACTS: PROVIDE A COMPLETE LIST OF ALL SUBCONTRACTS ASSOCIATED WITH THE JOB, INCLUDING THE WORK INVOLVED WITH SAID SUBCONTRACT, AND THE SUBCONTRACTORS: NAME, PRIMARY CONTACT, ADDRESS, TELEPHONE, AND FAX. SUBMITTAL SCHEDULE AND SUBMITTALS/SHOP DRAWINGS/SAMPLES: ONCE THE CONSTRUCTION SCHEDULE IS APPROVED, THE CONTRACTOR SHALL PROVIDE A LIST OF ALL SUBMITTALS/SHOP DRAWINGS/SAMPLES THEY INTEND TO SUBMIT FOR THE JOB AND THEIR ASSOCIATED SUBMITTAL DATES. IN ADDITION, THE CONTRACTOR SHALL IDENTIFY ALL OWNER SUPPLIED SUBMITTALS (FF&E) THAT WILL BE REQUIRED AND THE DEADLINE FOR THESE SUBMITTALS. 1. COORDINATE THE SUBMITTAL DATES WITH THE CONSTRUCTION SCHEDULE AND ALLOW ENOUGH TIME FOR A (2) WEEK REVIEW PERIOD AND THE NEED FOR RESUBMITTING IF NOT INITIALLY ACCEPTED. 2. COLLECT INFORMATION INTO A SINGLE SUBMITTAL FOR EACH ELEMENT OF CONSTRUCTION AND TYPE OF PRODUCT OR EQUIPMENT INCLUDING BUT NOT LIMITED TO ROOFING, WATERPROOFING, DOORS AND DOOR HARDWARE, WINDOW SYSTEMS, FINISHES (INTERIOR AND EXTERIOR), MILLWORK, TOILET PARTITIONS, WINDOW TREATMENTS, ALL MECHANICAL EQUIPMENT AND AIR DEVICES, ALL LIGHT FIXTURES AND CONTROL DEVICES, ALL PLUMBING FIXTURES. PROVIDE (5) COPIES OF EACH SUBMITTAL, OR (1) DIGITAL COPY, INCLUDING THE FOLLOWING INFORMATION WITH EACH SUBMITTAL (AS APPLICABLE): DATE OF SUBMITTAL MANUFACTURER'S WRITTEN RECOMMENDATIONS MANUFACTURER'S PRODUCT SPECIFICATIONS. MANUFACTURER'S INSTALLATION INSTRUCTION. STANDARD COLOR/FINISH CHARTS. MANUFACTURER'S CATALOG CUT SHEETS. STANDARD OPERATING AND MAINTENANCE MANUALS. COMPLIANCE WITH RECOGNIZED TRADE ASSOCIATION STANDARDS. COMPLIANCE WITH RECOGNIZED TESTING AGENCY STANDARDS. WARRANTY INFORMATION SCALE WITH FIELD-VERIFIED DIMENSIONS. SHOP-DRAWINGS 3. PREPARE PROJECT-SPECIFIC SHOP-DRAWINGS SHOWING ALL RELEVANT INFORMATION, DRAWN ACCURATELY TO SHALL BE PRODUCED FOR ALL COMPONENTS OF THE WORK REQUIRING ASSEMBLY INCLUDED, BUT NOT LIMITED TO METAL FABRICATIONS (STRUCTURAL STEEL, STAIRS, GUARDRAILS, HANDRAILS, GATES, AWNINGS, ETC.), WOOD FABRICATIONS (MILLWORK, WOOD PANELING, FIXED SEATING, SCREEN WALLS, ETC.), ELEVATORS OR PLATFORM LIFTS, ETC. DO NOT BASE SHOP DRAWINGS ON REPRODUCTIONS OF THE CONTRACT DOCUMENTS. VERIFY ALL DIMENSIONS IN FIELD. SUBMIT 5 COPIES ON SHEETS BETWEEN 8-1/2” X 11” AND 24” X 36”, EXCEPT FOR FULL-SIZE TEMPLATES, PATTERNS, OR OTHER SIMILAR DRAWINGS. 4. IN ADDITION TO THE SUBMITTALS AND SHOP DRAWINGS DESCRIBED ABOVE, THE CONTRACTOR SHALL PROVIDE SAMPLES/MOCK-UPS OF THE FOLLOWING: WINDOW SYSTEM, INCLUDING GLAZING. SUSPENDED CEILING SYSTEMS. MILLWORK, SHOWING A TYPICAL CORNER AND CABINET FACE. ALL FINISHES: GWB WITH TEXTURE, TILES (WITH GROUT CHOICES), WALL PANELING WITH ASSOCIATED FINISHES, COUNTERTOPS INCLUDING EDGE CONDITION, WALLPAPER, PAINT COLORS, FLOOR STAINS/SEALERS, CARPET, ETC. MASONRY UNIT WALLS, SHOWING PATTERN. FIXED SEATING SCREEN WALLS, SHOWING ALL JOINTS AND METHOD OF ATTACHMENT. a. b. c. d. a. b. c. d. e. f. g. h. a. b. c. d. e. f. g. h. i. j. a. b. c. a. b. c. d. e. f. g. PROGRESS REPORTS ON A MONTHLY BASIS, THE CONTRACTOR SHALL PREPARE A PROGRESS REPORT FOR THE OWNER THAT SHALL CONTAIN THE INFORMATION DESCRIBED BELOW. DATE OF PROGRESS REPORT. ANY OUTSTANDING ITEMS FROM THE PREVIOUS PROGRESS REPORT. THE STATUS OF ALL WORK, IN ACCORDANCE WITH THE SCHEDULE OF VALUES, ASSOCIATED WITH THE JOB, INCLUDING ITEMS TO COMMENCE PRIOR TO THE NEXT PROGRESS REPORT. ALL ISSUES WITH THE WORK AS PLANNED. ALL OUTSTANDING DECISIONS/ACTION ITEMS/SUBMITTALS FROM THE CONTRACTOR AND ITS SUBCONTRACTORS. ALL OUTSTANDING DECISIONS/ACTION ITEMS FROM THE OWNER. ALL OUTSTANDING DECISIONS/SUBMITTAL REVIEWS/ACTION ITEMS FROM DIG: A. ANY CHANGES TO THE CONSTRUCTION SCHEDULE, INCLUDING IDEAS TO MAKE- UP TIME (IF NEEDED) AND MAINTAIN THE CONSTRUCTION SCHEDULE. PAYMENT REQUESTS: EACH APPLICATION FOR PAYMENT SHALL BE CONSISTENT WITH PREVIOUS APPLICATIONS AND PAYMENTS AS CERTIFIED BY ARCHITECT AND PAID FOR BY OWNER. INITIAL APPLICATION FOR PAYMENT, APPLICATION FOR PAYMENT AT TIME OF SUBSTANTIAL COMPLETION, AND FINAL APPLICATION FOR PAYMENT INVOLVE ADDITIONAL REQUIREMENTS. 1. THE DATE FOR EACH PROGRESS PAYMENT IS THE 25TH DAY OF EACH MONTH. THE PERIOD COVERED BY EACH APPLICATION FOR PAYMENT STARTS ON THE DAY FOLLOWING THE END OF THE PRECEDING PERIOD AND ENDS ON THE 25TH DAY OF THE MONTH FOR EACH PROGRESS PAYMENT. 2. USE AIA DOCUMENT G702 AND AIA DOCUMENT G703 CONTINUATION SHEETS AS FORM FOR APPLICATIONS FOR PAYMENT. 3. COMPLETE EVERY ENTRY ON FORM. NOTARIZE AND EXECUTE BY A PERSON AUTHORIZED TO SIGN LEGAL DOCUMENTS ON BEHALF OF CONTRACTOR. THE ARCHITECT WILL RETURN INCOMPLETE APPLICATIONS WITHOUT ACTION. 4. ENTRIES SHALL MATCH DATA ON THE SCHEDULE OF VALUES AND CONTRACTOR'S CONSTRUCTION SCHEDULE. USE UPDATED SCHEDULES IF REVISIONS WERE MADE. 5. INCLUDE AMOUNTS OF CHANGE ORDERS AND CONSTRUCTION CHANGE DIRECTIVES ISSUED BEFORE LAST DAY OF CONSTRUCTION PERIOD COVERED BY APPLICATION. 6. SUBMIT 4 SIGNED AND NOTARIZED ORIGINAL COPIES OF EACH APPLICATION FOR PAYMENT TO OWNER (DIG: A) BY A METHOD ENSURING RECEIPT WITHIN 24 HOURS. ONE COPY SHALL INCLUDE WAIVERS OF LIEN AND SIMILAR ATTACHMENTS IF REQUIRED. INCLUDE ITEMIZED RECEIPTS FOR ANY MATERIAL STORED OFF-SITE FOR WHICH PAYMENT IS BEING REQUESTED. TRANSMIT EACH COPY WITH A TRANSMITTAL FORM LISTING ATTACHMENTS AND RECORDING APPROPRIATE INFO. ABOUT APPLICATION. 7. SUBMIT PARTIAL WAIVERS ON EACH ITEM FOR AMOUNT REQUESTED, BEFORE DEDUCTION FOR RETAINAGE, ON EACH ITEM. 8. WHEN AN APPLICATION SHOWS COMPLETION OF AN ITEM, SUBMIT FINAL OR FULL WAIVERS. 9.ADMINISTRATIVE ACTIONS AND SUBMITTALS THAT MUST PRECEDE OR COINCIDE WITH SUBMITTAL OF FIRST APPLICATION FOR PAYMENT INCLUDE THE FOLLOWING: CONTRACTOR'S CONSTRUCTION SCHEDULE. SCHEDULE OF VALUES. LIST OF SUBCONTRACTS. SUBMITTAL SCHEDULE (PRELIMINARY IF NOT FINAL). LIST OF CONTRACTOR'S STAFF ASSIGNMENTS. COPIES OF BUILDING PERMITS. COPIES OF AUTHORIZATIONS AND LICENSES FROM AUTHORITIES HAVING JURISDICTION FOR PERFORMANCE OF THE WORK. INITIAL PROGRESS REPORT. REPORT OF PRE-CONSTRUCTION CONFERENCE. CERTIFICATES OF INSURANCE AND INSURANCE POLICIES. PERFORMANCE AND PAYMENT BONDS RECORDED IN TRAVIS COUNTY BY THE GENERAL CONTRACTOR. DATA NEEDED TO ACQUIRE OWNER'S INSURANCE. 10. AFTER ISSUING THE CERTIFICATE OF SUBSTANTIAL COMPLETION, APPLY FOR PAYMENT SHOWING 100% COMPLETION OF THE PORTION OF THE WORK CLAIMED AS SUBSTANTIALLY COMPLETE. 11. SUBMIT FINAL APPLICATION FOR PAYMENT WITH SUBMIT FINAL APPLICATION FOR PAYMENT WITH RELEASES AND SUPPORTING DOCUMENTATION NOT PREVIOUSLY SUBMITTED AND ACCEPTED, INCLUDING, BUT NOT LIMITED, TO THE FOLLOWING: EVIDENCE OF COMPLETION OF PROJECT CLOSEOUT REQUIREMENTS. INSURANCE CERTIFICATES FOR PRODUCTS AND COMPLETED OPERATIONS WHERE REQUIRED AND PROOF THAT TAXES, FEES, AND SIMILAR OBLIGATIONS WERE PAID. UPDATED FINAL STATEMENT, ACCOUNTING FOR FINAL CHANGES TO THE CONTRACT SUM. AIA DOCUMENT G706, "CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS." AIA DOCUMENT G706A, "CONTRACTOR'S AFFIDAVIT OF RELEASE OF LIENS." AIA DOCUMENT G707, "CONSENT OF SURETY TO FINAL PAYMENT." EVIDENCE THAT CLAIMS HAVE BEEN SETTLED, IF APPLICABLE. FINAL METER READINGS FOR UTILITIES, AND SIMILAR DATA AS OF DATE OF SUBSTANTIAL COMPLETION OR WHEN OWNER TOOK POSSESSION OF AND ASSUMED RESPONSIBILITY FOR CORRESPONDING ELEMENTS OF THE WORK. FINAL WAIVERS FROM EVERY ENTITY INVOLVED WITH PERFORMANCE OF THE WORK COVERED BY THE APPLICATION WHO IS LAWFULLY ENTITLED TO A LIEN. TESTING REPORTS, RECORD DRAWINGS, AND OWNER AND MAINTENANCE MANUALS. TESTING REPORTS: IMMEDIATELY UPON RECEIPT, THE CONTRACTOR SHALL SUBMIT ALL TESTING REPORTS TO DIG: A. ALL TESTING SHALL BE DONE BY AN INDEPENDENT TESTING AGENCY. RECORD DRAWINGS: CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS SHOWING 'AS- BUILT' CONDITIONS THAT VARY FROM THE CONSTRUCTION DOCUMENTS. UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH (1) COMPLETE SET OF SAID DRAWINGS. OWNER AND MAINTENANCE MANUALS: THE CONTRACTOR SHALL COMPILE A BINDER FOR THE OWNER OF ALL EQUIPMENT, PRODUCTS/FINISHES, ETC. USED ON THE JOB. 1. THE BINDER SHALL CONTAIN: TABLE OF CONTENTS, THE BINDER SHALL BE ORGANIZED INTO SECTIONS ASSOCIATED WITH THE SCHEDULE OF VALUES LIST OF SUBCONTRACTS ALL INFORMATION FOR THE PROPER MAINTENANCE AND OPERATION FOR THE ENTIRE PROJECT ALL WARRANTIES, INCLUDING THE WARRANTY FROM THE CONTRACTOR. 2. WITHIN (14) DAYS OF RECEIVING THIS INFORMATION, THE OWNER MAY REQUEST A MEETING ON-SITE WITH THE CONTRACTOR TO REVIEW THE INFORMATION. 1. 2. 3. 4. 5. 6. 7. 8. a. b. c. d. e. f. g. h. i. j. k. l. a. b. c. d. e. f. g. h. i. j. a. b. c. d. N O T W E N N O T W E N 1 1 7 1 X T , N I T S U A STAMP: NOTE: THE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DIG:A AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DIG:A. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NUMBER: DATE: ISSUED: 1 -NOV.2023 -PERMIT SET ENGINEER: FORT STRUCTURES, Inc. OWNER: DIXIE DOG LLC 1711 NEWTON ST AUSTIN, TEXAS 78704 SAM COVEY 2120 E 7th St, Ste 200 AUSTIN, TEXAS 78702 TBPE FIRM # 18034 DESIGNER: DIG:A Craig Hoverman 414 West Annie Street AUSTIN, TEXAS 78704 (512) 586-8652 C 2023 ALL RIGHTS RESERVED JOB No: 1064 START DATE: DRAWN BY: CH/AV/MS TOTAL SHEET SETS: DRAWING: GENERAL NOTES A0.0 t v r . 0 5 1 v o h C _ 3 2 T V R e s u o H r o t s a P _ 1 1 7 1 _ 4 6 0 1 \ M B - 0 \ s t n e m u c o D \ n a s t I m \ s r e s U \ : C 1704 T E E R T N S O T W E N 1705 1707 1709 1708 1800 W ANNIE STREET T E E R T N S O T W E N 1711 W ANNIE STREET 206 1702 1704 1706 1708 VICINITY MAP N.T.S AREA TABULATIONS ADJACENT NATURAL GRADE VERIFIY IN FIELD PROJECT: 6,961.59 SF GROSS FLOOR AREAS HOUSE BUILDING 01 COVERAGE CALCULATIONS EXISTING LOT AREA BUILDING COVERAGE ALLOWABLE BUILDING COVERAGE @ 40% TOTAL BUILDING COVERAGE ON LOT PERCENTAGE IMPERVIOUS COVERAGE IMPERVIOUS COVERAGE ALLOWABLE IMPERVIOUS COVERAGE @ 45% TOTAL IMPERVIOUS COVERAGE ON LOT PERCENTAGE IMPERVIOUS COVERAGE PARKING SPACES PROVIDED 2,784.6 SF 2,745.98 SF 39.40 % 3,132.70 SF 3,069.98 SF 44.10 % 2 EXISTING NEW APPLIED EXEMPTION TOTAL 1ST FLOOR 2,380.48 245.50 0 SF 2,625.98 SF BASEMENT 746.12 0 746.12 SF 0 SF SUBTOTAL* 2,625.98 SF F.A.R = (TOTAL GROSS FLOOR AREA / LOT AREA) x 100 = (2,625.98 SF /6,961.59) x 100 = 37.7 A 541' - 0 1/2" B 542' - 7 1/4" C 542' - 9" D 542' - 9" E 542' - 4 1/4" F 542' - 3 1/2" G 542' - 9" H 542' - 9" I 542' -9" J 542' - 9" K 542' - 6 1/2" L 542' - 8" M 541' - 11" N 542' - 9" Ñ 542' - 9" O 542' - 9" P 542' - 9" Q 542' - 9" HOUSE BUILDING 02 1 541' - 9 1/2" 2 542' - 9" 3 540' - 10 1/2" 4 541' - 10 1/4" 5 540' - 8 1/4" 6 541' - 9" 7 540' - 6 1/2" 8 542' - 7" 9 542' - 5 3/4" 10 542' - 2 1/2" SITE REGION TYPES NEW CONSTRUCTION EXISTING CONSTRUCTION EXISTING NON CONFORMING E N I L D L I U B G N I T S I X E A 1'-11 1/4" (35) 7.25"∅ CRAPE MYRTLE (M) COVERED ACCESS EXISTING NON CONFORMING " 9 - ' 7 1 5'-0 1/2" (35) 7.25"∅ CRAPE MYRTLE (M) B . ) ' 0 5 9 4 ( E N I L Y T R E P O R P ' . 3 9 4 ' E " 5 1 8 1 ° 6 1 N (29) 10.5"∅ CRAPE MYRTLE (M) F E D C T E E R T S N O T W E N ) . . W O R . ' 0 5 ( 5'YARD' SIDE SET BACK (45) 25.5"∅ PECAN (H) 40'-0" 542' 542' G I H J 15'-0'' SIDE SET BACK EXISTING GAS METER SERVICE CURRENTLY DISCONNECTED (20) 15.5"∅ CRAPE MYRTLE (M) (15) 11"∅ CRAPE MYRTLE (M) N 73°27'07" W '' PROPERTY LINE (139.95') 40'-0" PROPERTY LINE (140.00') 541' S 73°35'57" E '' EXISTING SEWER LINE TO CHURCH (46) 16.9"∅ PECAN (P) M K L HOUSE BUILDING 01 1711 NEWTON (1624.98 SF) (EXISTING TO REMAIN 1479.98 SF + ADDITION 145 SF) 1-STORY + BASEMENT 28'-5" HEIGHT SINGLE-FAMILY RESIDENCE 1 0 N O I T R O P 1 0 N O I T R O P Ñ N EXISTING SEWER LINE TO CHURCH CAR ACCESS GATE EXISTING NON CONFORMING Q " 5 - ' 5 P 5'-3" O (11) 9.5"∅ CRAPE MYRTLE (M) (8) 8.5"∅ CRAPE MYRTLE (M) (47) 21.5"∅ PECAN (P) 1 0 T O P S G N K R A P I 2 0 T O P S G N K R A P I 2 0 N O I T R O P 2 0 N O I T R O P (50) 26.5"∅ PECAN (H) 40'-0" 540' 5'-1 3/4" 1 " 1 - ' 3 2 2 36'-5 1/4" 3 E S U O H G N I T S I X E L L A W T N R P T O O F I D E H S I L O M E D E B O T 5 6 10 " 4 / 1 5 - ' 5 9 HOUSE BUILDING 02 (1001 SF) 4 (EXISTING TO REMAIN 900.5 SF + ADDITION 100.5 SF) 1-STORY 15'-5" HEIGHT SINGLE-FAMILY RESIDENCE CONCRETE SLAB WORK EXISTING HOUSE FOOTPRINT TO BE DEMOLISHED N 73°27'07" W '' PROPERTY LINE (139.95') 3 0 N O I T R O P 3 0 N O I T R O P 10'-2" 10'-0" 5'YARD' SIDE SETBACK 7 K C A B T E S D R A Y 0 1 ' (61) 12.5"∅ PECAN A/C A/C (60) 16"∅ BOX ELDER SETBACK 15'-0'' 541' EXISTING NON CONFORMING 17'-7" 8 K C A B T E S D R A Y 0 1 ' (6) 18"∅ PECAN . ) ' 0 6 9 4 ( E N I L Y T R E P O R P ' ' W ' " 6 3 4 2 ° 6 1 S Y E L L A CURRENT WATER METER LOCATION NO. 42799 ⅝" 540' CURRENT SEWER TAP LOCATION OWNER: DIXIE DOG LLC 1711 NEWTON ST AUSTIN, TEXAS 78704 ANNIE STREET (50' R.O.W.) CONCRETE ENTRANCE TO BE DEMOLISHED 542' 542' SITE PLAN 01 SCALE 1/8" = 1'-0" N O T W E N N O T W E N 1 1 7 1 X T , N I T S U A STAMP: NOTE: THE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DIG:A AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DIG:A. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NUMBER: DATE: ISSUED: 1 -NOV.2023 -PERMIT SET ENGINEER: FORT STRUCTURES, Inc. SAM COVEY 2120 E 7th St, Ste 200 AUSTIN, TEXAS 78702 TBPE FIRM # 18034 DESIGNER: DIG:A Craig Hoverman 414 West Annie Street AUSTIN, TEXAS 78704 (512) 586-8652 C 2023 ALL RIGHTS RESERVED JOB No: 1064 START DATE: DRAWN BY: CH/AV/MS TOTAL SHEET SETS: DRAWING: SITE PLAN A0.1 t v r . d e h c a t e d _ 3 2 T V R e s u o H r o t s a P _ 1 1 7 1 _ 4 6 0 1 PERCENTAGE OF CRZ COVERAGE (45) 25.5"∅ PECAN (H) CRZ COVERAGE 2029.5 SF 738.07 SF PERCENTAGE COVERAGE 36.36 % (47) 21.5"∅ PECAN (P) CRZ COVERAGE 1440.9 SF 72.30 SF PERCENTAGE COVERAGE 5.01 % (50) 26.5"∅ PECAN (H) CRZ COVERAGE 2192.4 SF 200.29 SF PERCENTAGE COVERAGE 9.13 % (6) 18"∅ PECAN CRZ COVERAGE 1017.9 SF 97.38 SF PERCENTAGE COVERAGE 9.56 % ROOT ZONE PROTECTION FENCE RAISED PLYWOOD BOARDWALK TRUNK COVERED WITH WOOD NOTE: ALL HALF ROOT ZONES COVERED WITH MULCH 9.13% (2192.4 SF) COVERED FULL AREA COUNTED AS 100 PROJECT: STAMP: N O T W E N N O T W E N 1 1 7 1 X T , N I T S U A NOTE: THE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DIG:A AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DIG:A. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NUMBER: DATE: ISSUED: 1 -NOV.2023 -PERMIT SET (61) 12.5"∅ PECAN 540' (60) 16"∅ BOX ELDER (6) 18"∅ PECAN 542' CURRENT SEWER TAP LOCATION OWNER: DIXIE DOG LLC 1711 NEWTON ST AUSTIN, TEXAS 78704 EXISTING NON CONFORMING INSIDE ½ 541' Y E L L A CURRENT WATER METER LOCATION NO. 42799 ⅝" RAISED PLYWOOD BOARDWALK ENGINEER: FORT STRUCTURES, Inc. SAM COVEY 2120 E 7th St, Ste 200 AUSTIN, TEXAS 78702 TBPE FIRM # 18034 DESIGNER: DIG:A Craig Hoverman 414 West Annie Street AUSTIN, TEXAS 78704 (512) 586-8652 C 2023 ALL RIGHTS RESERVED LUMBER DROPS MATERIAL STAGING A/C A/C PORTABLE TOILET TEMPORARY PLYWOOD DUMPSTER AND SPOILS PLACEMENT 4'-6" " 0 - ' 9 ¼ CRZ ½ CRZ FULL ALL HALF ROOT ZONES COVERED WITH MULCH NO CANOPY ALTERATION LETTER FROM BARTLETT TEST ALL HALF ROOT ZONES COVERED WITH MULCH FULL ½ CRZ ¼ CRZ " 2 / 1 2 - ' 3 1 6'-7 1/4" FULL ½ CRZ ¼ CRZ FULL ½ CRZ ¼ CRZ HOUSE BUILDING 01 1711 NEWTON ALL HALF ROOT ZONES COVERED WITH MULCH EXISTING NON CONFORMING INSIDE ½ RAISED PLYWOOD BOARDWALK (35) 7.25"∅ CRAPE MYRTLE (M) (35) 7.25"∅ CRAPE MYRTLE (M) . ) ' 0 5 9 4 ( E N I L Y T R E P O R P ' . 3 9 4 ' E " 5 1 8 1 ° 6 1 N (29) 10.5"∅ CRAPE MYRTLE (M) T E E R T S N O T W E N ) . . W O R . ' 0 5 ( 36.36% (2029.5 SF) COVERED FULL AREA COUNTED AS 100 EXISTING GAS METER SERVICE CURRENTLY DISCONNECTED 542' 542' " 2 / 1 8 - ' 2 1 (45) 25.5"∅ PECAN (H) 6'-1" (47) 21.5"∅ PECAN (P) 5'-4 1/4" (46) 16.9"∅ PECAN (P) (50) 26.5"∅ PECAN (H) 540' PROPERTY LINE (140.00') 541' S 73°35'57" E '' EXISTING SEWER LINE TO CHURCH " 2 / 1 8 - ' 0 1 HOUSE BUILDING 02 5.01% (1440.9 SF) COVERED FULL AREA COUNTED AS 100 EXISTING SEWER LINE TO CHURCH PAINT WASHOUT (20) 15.5"∅ CRAPE MYRTLE (M) (15) 11"∅ CRAPE MYRTLE (M) (11) 9.5"∅ CRAPE MYRTLE (M) (8) 8.5"∅ CRAPE MYRTLE (M) N 73°27'07" W '' PROPERTY LINE (139.95') N 73°27'07" W '' PROPERTY LINE (139.95') ANNIE STREET (50' R.O.W.) 9.56% (1017.9 SF) COVERED FULL AREA COUNTED AS 100 542' ALL HALF ROOT ZONES COVERED WITH MULCH JOB No: 1064 START DATE: DRAWN BY: CH/AV/MS TOTAL SHEET SETS: DRAWING: CRZ AND STAGING AREA A0.2 t v r . d e h c a t e d _ 3 2 T V R e s u o H r o t s a P _ 1 1 7 1 _ 4 6 0 1 CRZ & STAGING AREA 01 SCALE 1/8" = 1'-0" N O T W E N N O T W E N 1 1 7 1 X T , N I T S U A DEMOLITION NOTES PROJECT: PROTECT AREAS ADJACENT TO DEMOLITION ZONES. SEAL OFF AREAS OF DEMOLITION FROM MAIN STRUCTURE. CAREFULLY STORE ALL MATERIALS NOTED FOR RE-USE. REMOVE ALL DEBRIS FROM SITE. PROTECT AREAS EXPOSED BY DEMOLITION FROM WEATHER IMPACT. REMOVE ALL PLUMBING FIXTURES REMOVE ALL DUCTING REMOVE ALL DOORS - INTERIOR AND EXTERIOR REMOVE ALL WINDOWS REMOVE ALL FLOORING THROUGHOUT - WOOD & TILE LOCATE ALL UTILITIES INCLUDING BUT NOT LIMITED TO GAS, ELECTRIC, PLUMBING, HVAC AND SECURITY SYSTEM - IDENTIFY UTILITIES COORDINATION PRIOR TO CONSTRUCTION REMOVE ROOFING MATERIAL AND ROOF JOISTS. BRACE AS NEEDED REMOVE WALL WHERE NOTED TO ACCOMMODATE NEW WINDOWS AND DOORS AS SHOWN EXISTING WALL NEW WALL DEMOLITION WALL FINISH SCHEDULE ROOF TYPE EX2 DESCRIPTION STANDING SEAM METAL EXISTING DEMOLISH & RESTORE EXISTING MAIN FLOOR DEMO PLAN 01 DEMOLITION PARTITION TYPES STAMP: MAIN LEVEL EXISTING PROJECTION EXISTING DEMOLISH EXISTING DEMOLISH EXISTING DEMOLISH EXISTING ADDITION N O I T I D D A G N I T S I X E REMODEL FLOOR MAIN LEVEL EXISTING PROJECTION (N) AIR VENT SEE DETAIL IN SHEET CH A7.0 DEMOLISH DOOR & RESTORE BASEMENT DEMO PLAN 02 SCALE 1/8" = 1'-0" N O I T C E J O R P G N I T S I X E L E V E L N A M I 7 : 2 1 7 : 2 1 12: 3 12: 3 12: 22 12: 22 2 2 : 2 1 2 2 : 2 1 EX2 EX2 8 : 2 1 EX2 EX2 8 : 2 1 SCALE 1/8" = 1'-0" ADDITION H S I L O M E D G N I T S I X E EXISTING DEMOLISH 8 : 2 1 EX2 12: 4 EX2 8 : 2 1 12: 3 12: 3 ROOF PLAN 03 SCALE 1/8" = 1'-0" NOTE: THE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DIG:A AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DIG:A. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NUMBER: DATE: ISSUED: 1 -NOV.2023 -PERMIT SET OWNER: DIXIE DOG LLC 1711 NEWTON ST AUSTIN, TEXAS 78704 ENGINEER: FORT STRUCTURES SAM COVEY 2120 E 7th St, Ste 200 AUSTIN, TEXAS 78702 TBPE FIRM # 18034 DESIGNER: DIG:A Craig Hoverman 414 West Annie Street AUSTIN, TEXAS 78704 (512) 586-8652 C 2023 ALL RIGHTS RESERVED JOB No: 1076 START DATE: DRAWN BY: CH/AV/MS TOTAL SHEET SETS: DRAWING: DEMO AND ROOF PLAN BLDG 01 CH A1.0 t v r . 3 2 T V R h c r u h C _ 1 1 7 1 _ 4 6 0 1 \ t i v e R - 1 0 \ h c r u h C \ s l e d o M _ 1 0 \ D 3 _ 3 0 \ n o t w e N _ 1 1 7 1 _ 4 6 0 1 \ X T - G D \ 8 W Z z E j R V d n b C h E a 1 I i 1 L - a K 2 D W 1 B 0 \ d i - y b - s t e g r a t - t u c t r o h s . \ : G ROOF PROJECTION W11 W8 W7 W7 W7 12 BALCONY F3 21.58 ft² 105 01 CH A2.0 73'-10 3/4" 40'-1 3/4" 20'-4" 6'-7" ROOF PROJECTION ROOF PROJECTION W15 11 STAIRS F1 125.74 ft² DOWN TO ACCESS 7R@ 7" 14 13 12 11 10 9 S|C 107 112 S|C UP 2R@ 7" 10 HALLWAY F1 70.25 ft² F.F.L 547'-3 1/2" 110 F.F.L 542'-0" 09 STRGE F1 11.95 ft² 111 S|C S|C 101 103 04 LAUNGE F1 587.38 ft² VAULTED CEILING UP 2R@ 7" 05 BEDROM F1 224.26 ft² VAULTED CEILING W13 W14 06 CLOSET F1 247.06 ft² F.F.L 547'-3 1/2" 1'-6" 9'-8 1/2" UP 2R@ 7" F.F.L 544'-11" UP 2R@ 7" S|C 106 07 HALLWAY F1 73.55 ft² F.F.L 547'-3 1/2" 109 S|C 108 " 4 / 3 5 - ' 8 2 01 CH A2.1 " 0 1 - ' 6 " 2 / 1 8 - ' 6 " 4 - ' 5 " 2 / 1 8 - ' 5 " 4 / 3 0 1 - ' 3 5'-0 1/2" 8'-4 1/2" 03 RSTRM F2 61.02 ft² 104 102 01 CLOSET F1 41.26 ft² 7R@ 7.25" DOWN F.F.L 544'-11" S S E C C A DOWN 7R@ 7.25" 4 3 2 1 W6 ROOF PROJECTION 5'-0 1/2" W12 W9 W7 W7 W7 59'-3 1/4" 69'-10 3/4" CH A2.0 02 " 3 - ' 8 1 " 4 / 3 3 - ' 1 1 " 4 / 3 6 - ' 9 2 02 CH A2.1 12: 4 SLOPE W10 08 STRGE F1 8.03 ft² N O I T C E J O R P F O O R 12: 3 SLOPE 12: 3 SLOPE 5'-7" MAIN FLOOR PLAN 01 SCALE 1/4" = 1'-0" ARCHITECTURAL SYMBOLS PROJECT: ALL DIMENSIONS RELEVANT TO FRAMING ARE TO FACE OF STUD UNLESS NOTED OTHERWISE DOORS INDICATED THUS: REFER DOOR SCHEDULE XXX DOOR SWINGS AS INDICATED ON PLAN WINDOWS INDICATED THUS: REFER FOR WINDOW SCHEDULE ROOM FINISH INDICATED THUS: SCHEDULE THIS PAGE XX XXX SMOKE AND CARBON DETECTORS S|C ALL FLOOR MATERIAL DIFFERENTIALS TO BE 1/2" MAX FINISH SCHEDULE NOTES OWNER AND ARCHITECT TO REVIEW COLOR & MATERIAL SAMPLES PRIOR TO FINAL INSTALL DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER LEVEL NUMBER XXXX FIN.FL 00' 00" SHEET NUMBER ELEVATION NUMBER ROOM NUMBER FINISH FLOOR FOOT SQUARE # ROOM 00 A.00 00 A.00 A.00 00 F ft2 FINISH SCHEDULE WALLS TYPE EX1 EX3 W1 W3 W4 W5 W6 DESCRIPTION WOODEN SIDING (EXISTING) AND MATCH EXISTING EXTERIOR CONCRETE EXPOSED PAINT WHITE WOONDEN DOUGLAS FIR 3/4" THICKNESS WOONDEN DOUGLAS FIR 3/4" THICKNESS PAINT WHITE DRYWALL WOONDEN DOUGLAS FIR 3/4" THICKNESS FINISH SCHEDULE CEILING TYPE C1.1 C2.1 DESCRIPTION DRYWALL DROPPED 1/2" THICKNESS WOONDEN DOUGLAS FIR 3/4" THICKNESS FINISH SCHEDULE FLOOR TYPE F1 F2 F3 F4 DESCRIPTION WOODEN FLOOR 3/4" THINKNESS TILE 6X6" CONCRETE SLAB CONCRETE EXPOSED FINISH SCHEDULE ROOF TYPE EX2 DESCRIPTION STANDING SEAM METAL N O T W E N N O T W E N 1 1 7 1 X T , N I T S U A STAMP: NOTE: THE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DIG:A AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DIG:A. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NUMBER: DATE: ISSUED: 1 -NOV.2023 -PERMIT SET OWNER: DIXIE DOG LLC 1711 NEWTON ST AUSTIN, TEXAS 78704 ENGINEER: FORT STRUCTURES SAM COVEY 2120 E 7th St, Ste 200 AUSTIN, TEXAS 78702 TBPE FIRM # 18034 DESIGNER: DIG:A Craig Hoverman 414 West Annie Street AUSTIN, TEXAS 78704 (512) 586-8652 C 2023 ALL RIGHTS RESERVED JOB No: 1076 START DATE: DRAWN BY: CH/AV/MS TOTAL SHEET SETS: DRAWING: FLOOR PLAN BLDG 01 CH A1.1 t v r . 3 2 T V R h c r u h C _ 1 1 7 1 _ 4 6 0 1 \ t i v e R - 1 0 \ h c r u h C \ s l e d o M _ 1 0 \ D 3 _ 3 0 \ n o t w e N _ 1 1 7 1 _ 4 6 0 1 \ X T - G D \ 8 W Z z E j R V d n b C h E a 1 I i 1 L - a K 2 D W 1 B 0 \ d i - y b - s t e g r a t - t u c t r o h s . \ : G MAIN LEVEL PROJECTION 01 CH A2.1 N O I T C E J O R P L E V E L N A M I MAIN LEVEL PROJECTION W1 W1 W2 01 CH A2.0 14'-7 1/2" 15'-9" 4'-0" 34'-4 1/2" W5 S6 KITCHEN F1 43.18 ft² S5 LVNG F1 391.68 ft² 14 13 12 11 10 9 " 2 / 1 1 - ' 4 7R@ 7" UP TO MAIN FLOOR 005 S S E C C A 3'-7" 8 7 6 5 4 3 2 1 N O I T C E J O R P L E V E L N A M I " 1 1 - ' 3 UP TO ACCESS 8R@ 7" W4 W4 " 2 / 1 9 - ' 7 1 " 4 / 3 8 - ' 6 1 " 4 / 1 6 - ' 4 3 02 CH A2.1 S1 STRGE F1 28.13 ft² 001 S3 OFFICE F1 153.21 ft² 004 W3 003 S4 BATHR F2 54.78 ft² S2 STRGE F1 129.01 ft² 002 30'-4 1/2" CH A2.0 02 BASEMENT FLOOR PLAN 01 SCALE 1/4" = 1'-0" ARCHITECTURAL SYMBOLS PROJECT: ALL DIMENSIONS RELEVANT TO FRAMING ARE TO FACE OF STUD UNLESS NOTED OTHERWISE DOORS INDICATED THUS: REFER DOOR SCHEDULE XXX DOOR SWINGS AS INDICATED ON PLAN WINDOWS INDICATED THUS: REFER FOR WINDOW SCHEDULE ROOM FINISH INDICATED THUS: SCHEDULE THIS PAGE XX XXX SMOKE AND CARBON DETECTORS S|C ALL FLOOR MATERIAL DIFFERENTIALS TO BE 1/2" MAX FINISH SCHEDULE NOTES OWNER AND ARCHITECT TO REVIEW COLOR & MATERIAL SAMPLES PRIOR TO FINAL INSTALL DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER LEVEL NUMBER XXXX FIN.FL 00' 00" SHEET NUMBER ELEVATION NUMBER ROOM NUMBER FINISH FLOOR FOOT SQUARE # ROOM 00 A.00 00 A.00 A.00 00 F ft2 FINISH SCHEDULE WALLS TYPE EX1 EX3 W1 W3 W4 W5 W6 DESCRIPTION WOODEN SIDING (EXISTING) AND MATCH EXISTING EXTERIOR CONCRETE EXPOSED PAINT WHITE WOONDEN DOUGLAS FIR 3/4" THICKNESS WOONDEN DOUGLAS FIR 3/4" THICKNESS PAINT WHITE DRYWALL WOONDEN DOUGLAS FIR 3/4" THICKNESS FINISH SCHEDULE CEILING TYPE C1.1 C2.1 DESCRIPTION DRYWALL DROPPED 1/2" THICKNESS WOONDEN DOUGLAS FIR 3/4" THICKNESS FINISH SCHEDULE FLOOR TYPE F1 F2 F3 F4 DESCRIPTION WOODEN FLOOR 3/4" THINKNESS TILE 6X6" CONCRETE SLAB CONCRETE EXPOSED FINISH SCHEDULE ROOF TYPE EX2 DESCRIPTION STANDING SEAM METAL N O T W E N N O T W E N 1 1 7 1 X T , N I T S U A STAMP: NOTE: THE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DIG:A AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DIG:A. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NUMBER: DATE: ISSUED: 1 -NOV.2023 -PERMIT SET OWNER: DIXIE DOG LLC 1711 NEWTON ST AUSTIN, TEXAS 78704 ENGINEER: FORT STRUCTURES SAM COVEY 2120 E 7th St, Ste 200 AUSTIN, TEXAS 78702 TBPE FIRM # 18034 DESIGNER: DIG:A Craig Hoverman 414 West Annie Street AUSTIN, TEXAS 78704 (512) 586-8652 C 2023 ALL RIGHTS RESERVED JOB No: 1076 START DATE: DRAWN BY: CH/AV/MS TOTAL SHEET SETS: DRAWING: FLOOR PLAN BLDG 01 CH A1.2 t v r . 3 2 T V R h c r u h C _ 1 1 7 1 _ 4 6 0 1 \ t i v e R - 1 0 \ h c r u h C \ s l e d o M _ 1 0 \ D 3 _ 3 0 \ n o t w e N _ 1 1 7 1 _ 4 6 0 1 \ X T - G D \ 8 W Z z E j R V d n b C h E a 1 I i 1 L - a K 2 D W 1 B 0 \ d i - y b - s t e g r a t - t u c t r o h s . \ : G EX1 W5 NATURAL GROUND PROJECTION BASEMENT CONTOUR AS REFERENCE E P O L S 2 2 : 2 1 EX2 L O P E 1 2 : 4 S E N I L Y T R E P O R P EX2 E P O L S 7 : 2 1 CEILING F.F.L 555'-7 1/4" ENTRY L. CEILING HEIGHT 548'-8" MAIN AREA F.F.L 544'-11" ENTRY LANDING F.F.L 542'-0" CEILING F.F.L 555'-7 1/4" ENTRY L. CEILING HEIGHT 548'-8" MAIN AREA F.F.L 544'-11" ENTRY LANDING F.F.L 542'-0" EX2 EX2 EX2 EX2 E P O L S 8 : 2 1 E P O L S 8 : 2 1 EX1 EX3 W7 W7 EX1 W7 " 4 / 3 2 - ' 2 2'-2 3/8'' AVERAGE HEIGHT TO F.F.L. UNDER 3' FOR BASEMENT EXEMPTION 2'-4 5/8'' AVERAGE HEIGHT TO F.F.L. UNDER 3' FOR BASEMENT EXEMPTION 24'-9 3/4" 25' MINIMUM FRONT YARD SET BACK LINE FOR BASEMENT EXCEPTION E P O L S 8 : 2 1 EX2 E P O L S 8 : 2 1 E P O L S 8 : 2 1 EX1 EX1 EX1 W12 W7 W7 W7 2'-4 5/8'' AVERAGE HEIGHT TO F.F.L. UNDER 3' FOR BASEMENT EXEMPTION 2'-2 3/8'' AVERAGE HEIGHT TO F.F.L. UNDER 3' FOR BASEMENT EXEMPTION W1 W1 W2 " 2 - ' 2 NATURAL GROUND PROJECTION 25'-0" 25' MINIMUM FRONT YARD SET BACK LINE FOR BASEMENT EXCEPTION EX2 EX1 EX3 BASEMENT CONTOUR AS REFERENCE 12: 15 SLOPE 1 2 : 1 5 S L O P E E N I L Y T R E P O R P ARCHITECTURAL SYMBOLS PROJECT: ALL DIMENSIONS RELEVANT TO FRAMING ARE TO FACE OF STUD UNLESS NOTED OTHERWISE CEILING F.F.L 555'-7 1/4" ALL FLOOR MATERIAL DIFFERENTIALS TO BE 1/2" MAX FINISH SCHEDULE NOTES OWNER AND ARCHITECT TO REVIEW COLOR & MATERIAL SAMPLES PRIOR TO FINAL INSTALL EX2 E P O L S 7 : 2 1 E P O L S 8 : 2 1 105 EX1 EX3 W8 EX1 DOORS INDICATED THUS: REFER DOOR SCHEDULE XXX DOOR SWINGS AS INDICATED ON PLAN WINDOWS INDICATED THUS: REFER FOR WINDOW SCHEDULE ROOM FINISH INDICATED THUS: SCHEDULE THIS PAGE XX XXX SMOKE AND CARBON DETECTORS S|C DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER LEVEL NUMBER XXXX FIN.FL 00' 00" SHEET NUMBER ELEVATION NUMBER ROOM NUMBER FINISH FLOOR FOOT SQUARE # ROOM 00 A.00 00 A.00 A.00 00 F ft2 FINISH SCHEDULE WALLS TYPE EX1 EX3 W1 W3 W4 W5 W6 DESCRIPTION WOODEN SIDING (EXISTING) AND MATCH EXISTING EXTERIOR CONCRETE EXPOSED PAINT WHITE WOONDEN DOUGLAS FIR 3/4" THICKNESS WOONDEN DOUGLAS FIR 3/4" THICKNESS PAINT WHITE DRYWALL WOONDEN DOUGLAS FIR 3/4" THICKNESS FINISH SCHEDULE CEILING TYPE C1.1 C2.1 DESCRIPTION DRYWALL DROPPED 1/2" THICKNESS WOONDEN DOUGLAS FIR 3/4" THICKNESS FINISH SCHEDULE FLOOR TYPE F1 F2 F3 F4 DESCRIPTION WOODEN FLOOR 3/4" THINKNESS TILE 6X6" CONCRETE SLAB CONCRETE EXPOSED FINISH SCHEDULE ROOF TYPE EX2 DESCRIPTION STANDING SEAM METAL ENTRY L. CEILING HEIGHT 548'-8" MAIN AREA F.F.L 544'-11" ENTRY LANDING F.F.L 542'-0" CEILING F.F.L 555'-7 1/4" ENTRY L. CEILING HEIGHT 548'-8" MAIN AREA F.F.L 544'-11" ENTRY LANDING F.F.L 542'-0" NORTH ELEVATION 01 SCALE 1/4" = 1'-0" EX2 EX1 EX3 12: 4 SLOPE EX1 SOUTH ELEVATION 02 SCALE 1/4" = 1'-0" N O T W E N N O T W E N 1 1 7 1 X T , N I T S U A STAMP: NOTE: THE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DIG:A AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DIG:A. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NUMBER: DATE: ISSUED: 1 -NOV.2023 -PERMIT SET OWNER: DIXIE DOG LLC 1711 NEWTON ST AUSTIN, TEXAS 78704 ENGINEER: FORT STRUCTURES SAM COVEY 2120 E 7th St, Ste 200 AUSTIN, TEXAS 78702 TBPE FIRM # 18034 DESIGNER: DIG:A Craig Hoverman 414 West Annie Street AUSTIN, TEXAS 78704 (512) 586-8652 C 2023 ALL RIGHTS RESERVED JOB No: 1076 START DATE: DRAWN BY: CH/AV/MS TOTAL SHEET SETS: DRAWING: EXTERIOR ELEVATIONS BLDG 01 CH A2.0 t v r . 3 2 T V R h c r u h C _ 1 1 7 1 _ 4 6 0 1 \ t i v e R - 1 0 \ h c r u h C \ s l e d o M _ 1 0 \ D 3 _ 3 0 \ n o t w e N _ 1 1 7 1 _ 4 6 0 1 \ X T - G D \ 8 W Z z E j R V d n b C h E a 1 I i 1 L - a K 2 D W 1 B 0 \ d i - y b - s t e g r a t - t u c t r o h s . \ : G E P O L S 2 2 : 2 1 1 2: 8 SLO PE EX1 E P 2: 8 S L O 1 EX1 EX1 E P O L 2 : 7 S 1 12: 7 SLOPE W15 W11 101 W6 EX1 EX3 NATURAL GROUND PROJECTION BASEMENT CONTOUR AS REFERENCE WEST ELEVATION 01 SCALE 1/4" = 1'-0" E P O L S 2 2 : 2 1 E P 2: 8 S L O 1 1 2: 8 SLO PE W10 EX1 EX1 005 EX1 W3 W4 W4 FENCE LINE NATURAL GROUND PROJECTION BASEMENT CONTOUR AS REFERENCE EAST ELEVATION 02 SCALE 1/4" = 1'-0" ENTRY L. CEILING HEIGHT 548'-8" MAIN AREA F.F.L 544'-11" ENTRY LANDING F.F.L 542'-0" (E) BASEMENT F.F.L 539'-8 1/4" BASEMENT F.F.L 537'-4" CEILING F.F.L 555'-7 1/4" ENTRY L. CEILING HEIGHT 548'-8" MAIN AREA F.F.L 544'-11" ENTRY LANDING F.F.L 542'-0" ARCHITECTURAL SYMBOLS PROJECT: ALL DIMENSIONS RELEVANT TO FRAMING ARE TO FACE OF STUD UNLESS NOTED OTHERWISE DOORS INDICATED THUS: REFER DOOR SCHEDULE XXX DOOR SWINGS AS INDICATED ON PLAN WINDOWS INDICATED THUS: REFER FOR WINDOW SCHEDULE ROOM FINISH INDICATED THUS: SCHEDULE THIS PAGE XX XXX SMOKE AND CARBON DETECTORS S|C ALL FLOOR MATERIAL DIFFERENTIALS TO BE 1/2" MAX FINISH SCHEDULE NOTES OWNER AND ARCHITECT TO REVIEW COLOR & MATERIAL SAMPLES PRIOR TO FINAL INSTALL DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER LEVEL NUMBER XXXX FIN.FL 00' 00" SHEET NUMBER ELEVATION NUMBER ROOM NUMBER FINISH FLOOR FOOT SQUARE # ROOM 00 A.00 00 A.00 A.00 00 F ft2 FINISH SCHEDULE WALLS TYPE EX1 EX3 W1 W3 W4 W5 W6 DESCRIPTION WOODEN SIDING (EXISTING) AND MATCH EXISTING EXTERIOR CONCRETE EXPOSED PAINT WHITE WOONDEN DOUGLAS FIR 3/4" THICKNESS WOONDEN DOUGLAS FIR 3/4" THICKNESS PAINT WHITE DRYWALL WOONDEN DOUGLAS FIR 3/4" THICKNESS FINISH SCHEDULE CEILING TYPE C1.1 C2.1 DESCRIPTION DRYWALL DROPPED 1/2" THICKNESS WOONDEN DOUGLAS FIR 3/4" THICKNESS FINISH SCHEDULE FLOOR TYPE F1 F2 F3 F4 DESCRIPTION WOODEN FLOOR 3/4" THINKNESS TILE 6X6" CONCRETE SLAB CONCRETE EXPOSED FINISH SCHEDULE ROOF TYPE EX2 DESCRIPTION STANDING SEAM METAL N O T W E N N O T W E N 1 1 7 1 X T , N I T S U A STAMP: NOTE: THE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DIG:A AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DIG:A. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NUMBER: DATE: ISSUED: 1 -NOV.2023 -PERMIT SET OWNER: DIXIE DOG LLC 1711 NEWTON ST AUSTIN, TEXAS 78704 ENGINEER: FORT STRUCTURES SAM COVEY 2120 E 7th St, Ste 200 AUSTIN, TEXAS 78702 TBPE FIRM # 18034 DESIGNER: DIG:A Craig Hoverman 414 West Annie Street AUSTIN, TEXAS 78704 (512) 586-8652 C 2023 ALL RIGHTS RESERVED JOB No: 1076 START DATE: DRAWN BY: CH/AV/MS TOTAL SHEET SETS: DRAWING: EXTERIOR ELEVATIONS BLDG 01 CH A2.1 t v r . 3 2 T V R h c r u h C _ 1 1 7 1 _ 4 6 0 1 \ t i v e R - 1 0 \ h c r u h C \ s l e d o M _ 1 0 \ D 3 _ 3 0 \ n o t w e N _ 1 1 7 1 _ 4 6 0 1 \ X T - G D \ 8 W Z z E j R V d n b C h E a 1 I i 1 L - a K 2 D W 1 B 0 \ d i - y b - s t e g r a t - t u c t r o h s . \ : G ENTRY L. CEILING HEIGHT 548'-8" MAIN AREA F.F.L 544'-11" ENTRY LANDING F.F.L 542'-0" (E) BASEMENT F.F.L 539'-8 1/4" BASEMENT F.F.L 537'-4" CEILING F.F.L 555'-7 1/4" ENTRY L. CEILING HEIGHT 548'-8" MAIN AREA F.F.L 544'-11" ENTRY LANDING F.F.L 542'-0" 4'-0" 2'-10" SLIDE TBC SLIDE TBC NATURAL GROUND PROJECTION NATURAL GROUND PROJECTION NATURAL GROUND PROJECTION " 4 - ' 8 NATURAL GROUND PROJECTION TBC TBC TBC SLIDE 3'-1" 2'-5" " 4 / 3 9 - ' 2 " 4 / 1 6 - ' 5 " 4 / 3 1 - ' 2 " 1 - ' 1 " 1 - ' 1 " 4 / 1 0 1 - ' 5 T.O FINISHED BASEMENT FLOOR LEVEL W1 QTY._2 W2 QTY._1 W3 QTY._1 W4 QTY._2 " 8 - ' 1 " 1 1 - ' 5 " 7 - ' 7 " 4 / 1 0 1 - ' 3 Q E Q E " 9 - ' 3 " 4 / 1 7 - ' 7 " 4 / 1 1 - ' 6 " 6 - ' 1 T.O FINISHED MAIN FLOOR LEVEL W6 QTY._1 2'-11" 3'-7" " 4 / 1 1 1 - ' 7 " 4 / 1 6 - ' 4 " 5 - ' 3 " 4 / 1 1 1 - ' 7 " 4 / 1 9 - ' 6 " 2 - ' 1 TBC W12 QTY._1 " 8 - ' 1 " 1 1 - ' 5 " 7 - ' 7 " 4 / 1 7 - ' 7 " 4 / 1 1 - ' 6 " 6 - ' 1 " 4 / 1 0 1 - ' 3 Q E Q E " 9 - ' 3 TBC W7 QTY._6 2'-10" " 4 / 1 1 1 - ' 7 " 4 / 1 9 - ' 6 " 2 - ' 1 " 4 / 1 6 - ' 4 " 5 - ' 3 " 4 / 1 1 1 - ' 7 3'-1" 2'-5" " 2 / 1 0 - ' 5 " 4 / 1 0 1 - ' 5 W9 QTY._1 " 2 / 1 8 - ' 5 " 4 / 1 6 - ' 5 " 4 / 3 2 - ' 1 1 " 3 - ' 1 " 5 - ' 5 8'-5 1/2" 7'-9 1/2" 3'-10 3/4" 3'-10 3/4" NATURAL GROUND PROJECTION W5 QTY._1 3'-7" ° 0 5 . 0 3 1 135.00° 4'-3" 0° 5.0 3 1 " 7 - ' 3 " 4 / 3 1 - ' 6 " 3 - ' 4 " 4 / 3 9 - ' 5 " 4 / 3 0 - ' 0 1 " 4 / 1 0 1 - ' 3 " 4 / 1 1 1 - ' 1 " 4 / 1 1 1 - ' 1 " 9 - ' 3 2'-11" 3'-7" W11 QTY._1 " 1 1 - ' 1 " 1 - ' 5 " 0 - ' 7 " 4 / 1 1 1 - ' 7 " 4 / 1 6 - ' 4 " 5 - ' 3 2'-5" 5'-0" " 4 / 1 1 1 - ' 7 " 4 / 1 6 - ' 4 " 5 - ' 3 " 4 / 1 0 1 - ' 3 " 9 - ' 3 " 4 / 1 7 - ' 7 " 4 / 1 0 1 - ' 3 Q E Q E " 9 - ' 3 TBC 3'-1" W8 QTY._1 3'-0 1/2" 3'-0 1/2" 10'-11 1/4" 4'-10 1/4" FOLDING ANGLE 150° FOLDING ANGLE 150° " 2 / 1 5 - ' 5 " 8 - ' 2 " 2 / 1 9 - ' 2 W10 QTY._1 " 2 / 1 5 - ' 5 " 8 - ' 2 " 2 / 1 9 - ' 2 11'-11 1/4" W14 QTY._1 T.O FINISHED MAIN FLOOR LEVEL W15 QTY._1 T.O FINISHED SOUND FLOOR LEVEL W13 QTY._1 WINDOW SCHEDULE TYPE W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 AMOUNT 2 1 1 2 1 1 6 1 1 1 1 1 1 1 1 WIDTH 4'-0" 2'-10" 2'-5" 2'-5" 7'-9 1/2" 2'-11" 2'-5" 2'-5" 5'-0" 3'-7" 2'-11" 2'-5" 10'-11 1/4" 11'-11 1/4" 2'-10" HEIGHT 1'-8" 1'-8" 2'-1 3/4" 5'-0 1/2" 1'-3" 3'-10 1/4" 6'-1 1/4" 3'-10 1/4" 3'-10 1/4" 3'-7" 3'-10 1/4" 6'-1 1/4" 2'-8" 2'-8" 3'-10 1/4" TYPE WINDOW SLIDING SLIDING EXISTING FIXED SLIDING EXISTING EXISTING CASEMENT FIXED FIXED EXISTING EXISTING FIXED FIXED FIXED GLAZING DUAL GLAZED DUAL GLAZED EXISTING DUAL GLAZED DUAL GLAZED ACCUSTIC DOUBLE GLASS EXISTING DUAL GLAZED ACCUSTIC DOUBLE GLASS ACCUSTIC DOUBLE GLASS EXISTING ACCUSTIC DOUBLE GLASS ACCUSTIC DOUBLE GLASS ACCUSTIC DOUBLE GLASS DUAL GLAZED FRAME ALUMINUM ALUMINUM EXISTING ALUMINUM ALUMINUM EXISTING EXISTING ALUMINUM ALUMINUM ALUMINUM EXISTING EXISTING ALUMINUM ALUMINUM ALUMINUM COLOR BLACK ANODIZED BLACK ANODIZED EXISTING BLACK ANODIZED BLACK ANODIZED EXISTING EXISTING BLACK ANODIZED BLACK ANODIZED BLACK ANODIZED EXISTING EXISTING BLACK ANODIZED BLACK ANODIZED BLACK ANODIZED MFGR FLEETWOOD & MILGARD FLEETWOOD & MILGARD EXISTING FLEETWOOD & MILGARD FLEETWOOD & MILGARD EXISTING EXISTING FLEETWOOD & MILGARD FLEETWOOD & MILGARD FLEETWOOD & MILGARD EXISTING EXISTING FLEETWOOD & MILGARD FLEETWOOD & MILGARD FLEETWOOD & MILGARD U-FACTOR XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX SHGC XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX HEAD DETAIL XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX JAMB DETAIL XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX SILL DETAIL XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX NOTES (1) PANEL OPERABLE (1) PANEL FIXED W/ METAL BARS. TEMPERED PER CODE. REEDED GLAZED (1) PANEL OPERABLE (1) PANEL FIXED W/ METAL BARS. TEMPERED PER CODE. REEDED GLAZED EXISTING WINDOW TO BE REFURBISH. TEMPERED PER CODE. (2) PANEL FIXED. TEMPERED PER CODE. (1) PANEL OPERABLE. TEMPERED PER CODE. EXISTING WINDOW TO BE REFURBISH. ACCUSTIC SPEC EXISTING WINDOW TO BE REFURBISH. TEMPERED PER CODE. (1) PANEL OPERABLE (1) PANEL FIXED. TEMPERED PER CODE. (1) PANEL FIXED. ACCUSTIC SPEC (1) PANEL FIXED. ACCUSTIC SPEC EXISTING WINDOW TO BE REFURBISH. TEMPERED PER CODE. EXISTING WINDOW TO BE REFURBISH. ACCUSTIC SPEC (1) PANEL FIXED (1) PANEL FIXED (1) PANEL FIXED NOTES WINDOW SCHEDULE FIELD VERIFY ALL WINDOW DIMENSIONS ALL ALUMINUM FRAMES TO BE ACCORDING TO SCHEDULE SPEC. DOOR SWINGS AS INDICATED ON PLAN ALL OPERABLE WINDOWS TO HAVE SCREENS ALL INSULATED GLASS TO BE LOW-E FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING CONFORMING TO THE HUMAN IMPACT LOADS OF SECTION R308.3 (SEE EXCEPTIONS) (R308.4): A. B. C. D. E. F. G. H. FIXED AND OPERABLE PANELS OF SWINGING SLIDING AND BIFOLD DOOR ASSEMBLIES GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS • • • • EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. BOTTOM EDGE LESS THAT 18" ABOVE FLOOR TOP EDGE GREATER THAN 36" ABOVE THE FLOOR. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING. GLAZING IN RAILS GLAZING IN ENCLOSURES FOR OR FACING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE TO BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. GLAZING IN FENCES AND WALLS ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A WALKING SURFACE AND WITHIN 60" MEASURED HORIZONTALLY MEASURED IN A STRAIGHT LINE OF THE WATERS EDGE. GLAZING ADJACENT TO STAIRWAYS LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE WHEN THE SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE ADJACENT WALKING SURFACE GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD. PROJECT: STAMP: N O T W E N N O T W E N 1 1 7 1 X T , N I T S U A NOTE: THE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DIG:A AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DIG:A. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NUMBER: DATE: ISSUED: 1 -NOV.2023 -PERMIT SET OWNER: DIXIE DOG LLC 1711 NEWTON ST AUSTIN, TEXAS 78704 ENGINEER: FORT STRUCTURES SAM COVEY 2120 E 7th St, Ste 200 AUSTIN, TEXAS 78702 TBPE FIRM # 18034 DESIGNER: DIG:A Craig Hoverman 414 West Annie Street AUSTIN, TEXAS 78704 (512) 586-8652 C 2023 ALL RIGHTS RESERVED JOB No: 1076 START DATE: DRAWN BY: CH/AV/MS TOTAL SHEET SETS: DRAWING: WINDOW SCHEDULES BLDG 01 CH A7.0 t v r . 3 2 T V R h c r u h C _ 1 1 7 1 _ 4 6 0 1 \ t i v e R - 1 0 \ h c r u h C \ s l e d o M _ 1 0 \ D 3 _ 3 0 \ n o t w e N _ 1 1 7 1 _ 4 6 0 1 \ X T - G D \ 8 W Z z E j R V d n b C h E a 1 I i 1 L - a K 2 D W 1 B 0 \ d i - y b - s t e g r a t - t u c t r o h s . \ : G REF. SCHED. REF. SCHED. REF. SCHED. REF. SCHED. . D E H C S . F E R . D E H C S . F E R . D E H C S . F E R . D E H C S . F E R SWING DOOR TYPE B QTY._6 SWING DOOR TYPE C QTY._4 POCKET DOOR TYPE D QTY._1 T.O FINISHED FLOOR LEVEL SWING DOOR TYPE A QTY._6 DOOR SCHEDULE NUMBER 001 002 003 004 005 101 102 103 104 105 106 107 108 109 110 111 112 TYPE DOOR A A A A B C R C Q A O O C B B C D WIDTH 3'-0" 3'-0" 3'-0" 3'-0" 3'-6" 5'-0" 2'-10" 5'-0" 2'-10" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-6" HEIGHT 6'-8" 6'-8" 6'-5" 6'-8" 6'-8" 6'-5" 6'-5" 6'-5" 6'-5" 6'-5" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-5" THICKNESS 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-0 1/2" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-0 1/2" 0'-0 1/2" 0'-1 3/4" 0'-1 3/4" DOOR MATERIAL SINGLE HINGED DOOR SOLID CORE WOOD SINGLE HINGED DOOR SOLID CORE WOOD SINGLE HINGED DOOR SOLID CORE WOOD SINGLE HINGED DOOR SOLID CORE WOOD SINGLE HINGED DOOR GLASS DOUBLE HINGED DOOR SOLID CORE WOOD SINGLE HINGED DOOR GLASS DOUBLE HINGED DOOR SOLID CORE WOOD SINGLE HINGED DOOR SOLID CORE WOOD SINGLE HINGED DOOR SOLID CORE WOOD SINGLE HINGED DOOR GLASS SINGLE HINGED DOOR GLASS DOUBLE HINGED DOOR SOLID CORE WOOD SINGLE HINGED DOOR GLASS SINGLE HINGED DOOR GLASS DOUBLE HINGED DOOR SOLID CORE WOOD POCKET DOOR SOLID CORE WOOD FRAME MATERIAL WOOD WOOD WOOD WOOD WOOD/GLASS WOOD WOOD/GLASS WOOD WOOD WOOD WOOD/GLASS WOOD/GLASS WOOD WOOD/GLASS WOOD/GLASS WOOD WOOD HARDWARE SET BY OWNER BY OWNER BY OWNER BY OWNER BY OWNER BY OWNER BY OWNER BY OWNER BY OWNER BY OWNER BY OWNER BY OWNER BY OWNER BY OWNER BY OWNER BY OWNER BY OWNER HINGES N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DOOR STOP N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A HEAD DETAIL N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DOOR HANDED RIGHT HANDED LEFT HANDED LEFT HANDED RIGHT HANDED RIGHT HANDED DOUBLE HANDED RIGHT HANDED DOUBLE HANDED LEFT HANDED RIGHT HANDED RIGHT HANDED LEFT HANDED DOUBLE HANDED RIGHT HANDED RIGHT HANDED DOUBLE HANDED SLIDER SILL DETAIL N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NOTES SINGLE HINGED DOOR SINGLE HINGED DOOR SINGLE HINGED DOOR SINGLE HINGED DOOR SINGLE HINGED GLASS TEMPERED PER CODE & WOOD DOOR DOUBLE HINGED DOOR SINGLE HINGED GLASS & WOOD DOOR DOUBLE HINGED DOOR SINGLE HINGED DOOR SINGLE HINGED DOOR SINGLE HINGED GLASS & WOOD DOOR SINGLE HINGED GLASS & WOOD DOOR DOUBLE HINGED DOOR SINGLE HINGED GLASS & WOOD DOOR SINGLE HINGED GLASS & WOOD DOOR DOUBLE HINGED DOOR CONCEALED SLIDING DOOR NOTES DOOR SCHEDULE PROJECT: C. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: STAMP: NOTES: REFER TO FLOOR PLANS FOR DIRECTION OF DOOR SWING- TYPICAL ALL ACCESSIBLE DOORS TO BE 32" MIN WIDTH DOORS BETWEEN GARAGE AND DWELLING UNIT SHALL BE SELF CLOSING AND SELF LATCHING, SOLID WOOD OR SOLID HONEYCOMB CORE STEEL NOT LESS THAN 1 3/8" THICK OR HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING CONFORMING TO THE HUMAN IMPACT LOADS OF SECTION R308.3 (SEE EXCEPTIONS) (R308.4): A. FIXED AND OPERABLE PANELS OF SWINGING SLIDING AN BIFOLD DOOR ASSEMBLIES FIXED AND OPERABLE PANELS OF SWINGING SLIDING AN BIFOLD DOOR ASSEMBLIES B. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE. THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1.1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 1.2. BOTTOM EDGE LESS THAT 18" ABOVE FLOOR. BOTTOM EDGE LESS THAT 18" ABOVE FLOOR. 1.3. TOP EDGE GREATER THAN 36" ABOVE THE FLOOR. TOP EDGE GREATER THAN 36" ABOVE THE FLOOR. 1.4. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING. D. GLAZING IN RAILS GLAZING IN RAILS E. GLAZING IN ENCLOSURES FOR OR FACING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE TO BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. GLAZING IN ENCLOSURES FOR OR FACING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE TO BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. F. GLAZING IN FENCES AND WALLS ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A WALKING SURFACE AND WITHIN 60" MEASURED HORIZONTALLY MEASURED IN A STRAIGHT LINE OF THE WATERS EDGE. GLAZING IN FENCES AND WALLS ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A WALKING SURFACE AND WITHIN 60" MEASURED HORIZONTALLY MEASURED IN A STRAIGHT LINE OF THE WATERS EDGE. G. GLAZING ADJACENT TO STAIRWAYS LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE WHEN THE SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE ADJACENT WALKING SURFACE. GLAZING ADJACENT TO STAIRWAYS LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE WHEN THE SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE ADJACENT WALKING SURFACE. H. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD.GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD. N O T W E N N O T W E N 1 1 7 1 X T , N I T S U A NOTE: THE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DIG:A AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DIG:A. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NUMBER: DATE: ISSUED: 1 -NOV.2023 -PERMIT SET OWNER: DIXIE DOG LLC 1711 NEWTON ST AUSTIN, TEXAS 78704 ENGINEER: FORT STRUCTURES SAM COVEY 2120 E 7th St, Ste 200 AUSTIN, TEXAS 78702 TBPE FIRM # 18034 DESIGNER: DIG:A Craig Hoverman 414 West Annie Street AUSTIN, TEXAS 78704 (512) 586-8652 C 2023 ALL RIGHTS RESERVED JOB No: 1076 START DATE: DRAWN BY: CH/AV/MS TOTAL SHEET SETS: DRAWING: DOORS SCHEDULES BLDG 01 CH A7.1 t v r . 3 2 T V R h c r u h C _ 1 1 7 1 _ 4 6 0 1 \ t i v e R - 1 0 \ h c r u h C \ s l e d o M _ 1 0 \ D 3 _ 3 0 \ n o t w e N _ 1 1 7 1 _ 4 6 0 1 \ X T - G D \ 8 W Z z E j R V d n b C h E a 1 I i 1 L - a K 2 D W 1 B 0 \ d i - y b - s t e g r a t - t u c t r o h s . \ : G DEMOLISH & REMODEL DEMOLISH EXISTING L E D O M E R & H S I L O M E D DEMOLISH & CLOSE EXISTING DEMOLISH EXISTING EXISTING G N I T S I X E L E D O M E R G N I T S I X E DEMOLISH & REMODEL EXISTING DEMO PLAN 02 SCALE 1/8" = 1'-0" 20'-6 1/2" 23'-2 1/2" 43'-9" 12: 6 SLOPE 12: 6 SLOPE EX2 EX2 W O L E B O T N E P O E P O L S 3 : 2 1 EX2 E P O L S 3 : 2 1 EX2 E P O L S 3 : 2 1 12: 6 SLOPE 12: 6 SLOPE EX2 EX2 " 6 - ' 7 1 " 6 - ' 7 1 " 0 - ' 5 3 23'-10" 9'-11 1/2" 9'-11 1/2" ROOF PLAN 01 SCALE 1/8" = 1'-0" N O T W E N N O T W E N 1 1 7 1 X T , N I T S U A DEMOLITION NOTES PROJECT: PROTECT AREAS ADJACENT TO DEMOLITION ZONES. SEAL OFF AREAS OF DEMOLITION FROM MAIN STRUCTURE. CAREFULLY STORE ALL MATERIALS NOTED FOR RE-USE. REMOVE ALL DEBRIS FROM SITE. PROTECT AREAS EXPOSED BY DEMOLITION FROM WEATHER IMPACT. REMOVE ALL PLUMBING FIXTURES REMOVE ALL DUCTING REMOVE ALL DOORS - INTERIOR AND EXTERIOR REMOVE ALL WINDOWS REMOVE ALL FLOORING THROUGHOUT - WOOD & TILE LOCATE ALL UTILITIES INCLUDING BUT NOT LIMITED TO GAS, ELECTRIC, PLUMBING, HVAC AND SECURITY SYSTEM - IDENTIFY UTILITIES COORDINATION PRIOR TO CONSTRUCTION REMOVE ROOFING MATERIAL AND ROOF JOISTS. BRACE AS NEEDED REMOVE WALL WHERE NOTED TO ACCOMMODATE NEW WINDOWS AND DOORS AS SHOWN EXISTING WALL NEW WALL DEMOLITION WALL FINISH SCHEDULE ROOF TYPE EX2 DESCRIPTION STANDING SEAM METAL DEMOLITION PARTITION TYPES STAMP: NOTE: THE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DIG:A AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DIG:A. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NUMBER: DATE: ISSUED: 1 -NOV.2023 -PERMIT SET ENGINEER: FORT STRUCTURES, Inc. OWNER: DIXIE DOG LLC 1711 NEWTON ST AUSTIN, TEXAS 78704 SAM COVEY 2120 E 7th St, Ste 200 AUSTIN, TEXAS 78702 TBPE FIRM # 18034 DESIGNER: DIG:A Craig Hoverman 414 West Annie Street AUSTIN, TEXAS 78704 (512) 586-8652 C 2023 ALL RIGHTS RESERVED JOB No: 1064 START DATE: DRAWN BY: CH/AV/MS TOTAL SHEET SETS: DRAWING: DEMO AND ROOF PLAN BLDG 02 PH A1.0 t v r . 0 5 1 v o h C _ 3 2 T V R e s u o H r o t s a P _ 1 1 7 1 _ 4 6 0 1 \ M B - 0 \ s t n e m u c o D \ n a s t I m \ s r e s U \ : C UP 2R@7" W2 W2 007 08 DNING F2 174.27 ft² S|C W1 PH A2.1 02 PH A2.1 01 FINISH SCHEDULE WALLS " 2 / 1 0 - ' 1 3 09 KITCHEN F2 296.91 ft² W7 S|C S|C 002 T E S O L C E G D R F I R E H S A W H S I D H S A R T PANTRY 004 05 BATHR F1 47.00 ft² 008 W4 " 1 - ' 1 3 02 PH A2.0 41'-7" W5 W6 HOUSE FIN.FL 543'-2" 001 W5 HOUSE FIN.FL 543'-2" 01 ACCESS F3 35.15 ft² HOUSE FIN.FL 542'-7" UP 2R@7" 41'-7" PH A2.0 01 CLOSET STORAGE 006 WASHER DRYER CLOSET S|C 005 S|C 003 S|C 06 BROOM F2 182.39 ft² 04 BROOM F2 182.39 ft² W3 W3 W2 W2 FLOOR PLAN 01 SCALE 1/4" = 1'-0" ARCHITECTURAL SYMBOLS PROJECT: ALL DIMENSIONS RELEVANT TO FRAMING ARE TO FACE OF STUD UNLESS NOTED OTHERWISE DOORS INDICATED THUS: REFER DOOR SCHEDULE XXX DOOR SWINGS AS INDICATED ON PLAN WINDOWS INDICATED THUS: REFER FOR WINDOW SCHEDULE ROOM FINISH INDICATED THUS: SCHEDULE THIS PAGE XX XXX SMOKE AND CARBON DETECTORS S|C ALL FLOOR MATERIAL DIFFERENTIALS TO BE 1/2" MAX FINISH SCHEDULE NOTES OWNER AND ARCHITECT TO REVIEW COLOR & MATERIAL SAMPLES PRIOR TO FINAL INSTALL 00 A.00 00 A.00 A.00 00 F ft2 DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER LEVEL NUMBER XXXX FIN.FL 00' 00" SHEET NUMBER ELEVATION NUMBER ROOM NUMBER FINISH FLOOR FOOT SQUARE # ROOM WALL SCHEDULE TYPES DESCRIPTION WOOD STUD 2x6" AND TRACK WOOD STUD 2x4" AND TRACK CONCRETE WALL THICKNESS 4" CONCRETE WALL THICKNESS 1 3/4" WIRE METAL MESH VERTICAL WOOD LOUVERS 2x1" @ 3" DESCRIPTION WOODEN SIDING (EXISTING) AND MATCH EXISTING EXTERIOR CONCRETE EXPOSED DRYWALL WHITE TILE WOOD 3/4" THICKNESS WOOD 3/4" THICKNESS TILE FINISH SCHEDULE CEILING DESCRIPTION DRYWALL DROPPED 1/2" THICKNESS WOODEN DOUGLAS FIR 3/4" THICKNESS WOODEN DOUGLAS FIR 3/4" THICKNESS LONGLEAVE W/ EXPOSED STRUCTURE 3/4" THICKNESS FINISH SCHEDULE FLOOR DESCRIPTION TILE WOODEN FLOOR THICKNESS 3/4" DECK CONCRETE SLAB EXPOSED FINISH SCHEDULE ROOF TYPE EX2 DESCRIPTION STANDING SEAM METAL TYPE 001 002 003 004 005 006 TYPE EX1 EX3 W1 W2 W3 W4 W5 TYPE C1 C2 C3 C4 TYPE F1 F2 F3 F4 N O T W E N N O T W E N 1 1 7 1 X T , N I T S U A STAMP: NOTE: THE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DIG:A AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DIG:A. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NUMBER: DATE: ISSUED: 1 -NOV.2023 -PERMIT SET ENGINEER: FORT STRUCTURES, Inc. OWNER: DIXIE DOG LLC 1711 NEWTON ST AUSTIN, TEXAS 78704 SAM COVEY 2120 E 7th St, Ste 200 AUSTIN, TEXAS 78702 TBPE FIRM # 18034 DESIGNER: DIG:A Craig Hoverman 414 West Annie Street AUSTIN, TEXAS 78704 (512) 586-8652 C 2023 ALL RIGHTS RESERVED JOB No: 1064 START DATE: DRAWN BY: CH/AV/MS TOTAL SHEET SETS: DRAWING: FLOOR PLAN BLDG 02 PH A1.1 t v r . 0 5 1 v o h C _ 3 2 T V R e s u o H r o t s a P _ 1 1 7 1 _ 4 6 0 1 \ M B - 0 \ s t n e m u c o D \ n a s t I m \ s r e s U \ : C  " 2 / 1 0 - ' 4 1 " 2 / 1 0 - ' 5 " 6 - ' 5 " 6 - ' 3 " 2 / 1 0 - ' 4 1 " 2 / 1 0 - ' 5 " 0 - ' 1 " 0 - ' 5 " 0 - ' 3 EX2 E P O L S 3 : 2 1 E P O L 2 : 6 S 1 12: 6 SLOPE W1 EX1 W2 EX1 W2 001 " 2 / 1 0 - ' 4 1 " 2 / 1 0 - ' 5 " 0 - ' 1 " 0 - ' 5 " 0 - ' 3 ROOF HEIGHT 557'-2 1/2" CEILING HEIGHT 552'-2" HOUSE FIN.FL 543'-2" HOUSE TERRAIN 542'-0" E P O L S 3 : 2 1 EX1 W2 EX1 W2 W6 EX2 EX3 " 0 - ' 1 " 6 - ' 6 " 6 - ' 1 FIX FRONT ELEVATION 01 SCALE 1/4" = 1'-0" ROOF HEIGHT 557'-2 1/2" CEILING HEIGHT 552'-2" HOUSE FIN.FL 543'-2" HOUSE TERRAIN 542'-0" " 2 / 1 2 - ' 5 1 " 2 / 1 0 - ' 5 " 0 - ' 1 " 0 - ' 8 " 2 - ' 1 007 BACK ELEVATION 02 SCALE 1/4" = 1'-0" ARCHITECTURAL SYMBOLS PROJECT: ALL DIMENSIONS RELEVANT TO FRAMING ARE TO FACE OF STUD UNLESS NOTED OTHERWISE DOORS INDICATED THUS: REFER DOOR SCHEDULE XXX DOOR SWINGS AS INDICATED ON PLAN WINDOWS INDICATED THUS: REFER FOR WINDOW SCHEDULE ROOM FINISH INDICATED THUS: SCHEDULE THIS PAGE XX XXX SMOKE AND CARBON DETECTORS S|C ALL FLOOR MATERIAL DIFFERENTIALS TO BE 1/2" MAX FINISH SCHEDULE NOTES OWNER AND ARCHITECT TO REVIEW COLOR & MATERIAL SAMPLES PRIOR TO FINAL INSTALL 00 A.00 00 A.00 A.00 00 F ft2 DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER LEVEL NUMBER XXXX FIN.FL 00' 00" SHEET NUMBER ELEVATION NUMBER ROOM NUMBER FINISH FLOOR FOOT SQUARE # ROOM WALL SCHEDULE TYPES TYPE 001 002 003 004 005 006 TYPE EX1 EX3 W1 W2 W3 W4 W5 TYPE C1 C2 C3 C4 TYPE F1 F2 F3 F4 DESCRIPTION WOOD STUD 2x6" AND TRACK WOOD STUD 2x4" AND TRACK CONCRETE WALL THICKNESS 4" CONCRETE WALL THICKNESS 1 3/4" WIRE METAL MESH VERTICAL WOOD LOUVERS 2x1" @ 3" FINISH SCHEDULE WALLS DESCRIPTION WOODEN SIDING (EXISTING) AND MATCH EXISTING EXTERIOR CONCRETE EXPOSED DRYWALL WHITE TILE WOOD 3/4" THICKNESS WOOD 3/4" THICKNESS TILE FINISH SCHEDULE CEILING DESCRIPTION DRYWALL DROPPED 1/2" THICKNESS WOODEN DOUGLAS FIR 3/4" THICKNESS WOODEN DOUGLAS FIR 3/4" THICKNESS LONGLEAVE W/ EXPOSED STRUCTURE 3/4" THICKNESS FINISH SCHEDULE FLOOR DESCRIPTION TILE WOODEN FLOOR THICKNESS 3/4" DECK CONCRETE SLAB EXPOSED FINISH SCHEDULE ROOF TYPE EX2 DESCRIPTION STANDING SEAM METAL N O T W E N N O T W E N 1 1 7 1 X T , N I T S U A STAMP: NOTE: THE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DIG:A AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DIG:A. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NUMBER: DATE: ISSUED: 1 -NOV.2023 -PERMIT SET ENGINEER: FORT STRUCTURES, Inc. OWNER: DIXIE DOG LLC 1711 NEWTON ST AUSTIN, TEXAS 78704 SAM COVEY 2120 E 7th St, Ste 200 AUSTIN, TEXAS 78702 TBPE FIRM # 18034 DESIGNER: DIG:A Craig Hoverman 414 West Annie Street AUSTIN, TEXAS 78704 (512) 586-8652 C 2023 ALL RIGHTS RESERVED JOB No: 1064 START DATE: DRAWN BY: CH/AV/MS TOTAL SHEET SETS: DRAWING: EXTERIOR ELEVATIONS BLDG 02 PH A2.0 t v r . 0 5 1 v o h C _ 3 2 T V R e s u o H r o t s a P _ 1 1 7 1 _ 4 6 0 1 \ M B - 0 \ s t n e m u c o D \ n a s t I m \ s r e s U \ : C " 2 / 1 0 - ' 5 " 0 - ' 3 " 0 - ' 6 " 2 / 1 0 - ' 5 " 2 1 " 0 - ' 8 " 2 - ' 1 EX2 3 S L O P E 1 2 : 12: 3 SLOPE EX2 W3 W4 W3 EX1 LEFT ELEVATION 01 SCALE 1/4" = 1'-0" " 2 / 1 0 - ' 5 " 0 - ' 9 " 2 / 1 0 - ' 4 1 " 2 / 1 0 - ' 4 1 " 2 / 1 0 - ' 5 " 0 - ' 1 " 0 - ' 5 " 0 - ' 3 ROOF HEIGHT 557'-2 1/2" CEILING HEIGHT 552'-2" HOUSE FIN.FL 543'-2" HOUSE TERRAIN 542'-0" ROOF HEIGHT 557'-2 1/2" CEILING HEIGHT 552'-2" HOUSE FIN.FL 543'-2" HOUSE TERRAIN 542'-0" ARCHITECTURAL SYMBOLS PROJECT: ALL DIMENSIONS RELEVANT TO FRAMING ARE TO FACE OF STUD UNLESS NOTED OTHERWISE DOORS INDICATED THUS: REFER DOOR SCHEDULE XXX DOOR SWINGS AS INDICATED ON PLAN WINDOWS INDICATED THUS: REFER FOR WINDOW SCHEDULE ROOM FINISH INDICATED THUS: SCHEDULE THIS PAGE XX XXX SMOKE AND CARBON DETECTORS S|C ALL FLOOR MATERIAL DIFFERENTIALS TO BE 1/2" MAX FINISH SCHEDULE NOTES OWNER AND ARCHITECT TO REVIEW COLOR & MATERIAL SAMPLES PRIOR TO FINAL INSTALL 00 A.00 00 A.00 A.00 00 F ft2 DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER LEVEL NUMBER XXXX FIN.FL 00' 00" SHEET NUMBER ELEVATION NUMBER ROOM NUMBER FINISH FLOOR FOOT SQUARE # ROOM WALL SCHEDULE TYPES TYPE 001 002 003 004 005 006 TYPE EX1 EX3 W1 W2 W3 W4 W5 TYPE C1 C2 C3 C4 TYPE F1 F2 F3 F4 DESCRIPTION WOOD STUD 2x6" AND TRACK WOOD STUD 2x4" AND TRACK CONCRETE WALL THICKNESS 4" CONCRETE WALL THICKNESS 1 3/4" WIRE METAL MESH VERTICAL WOOD LOUVERS 2x1" @ 3" FINISH SCHEDULE WALLS DESCRIPTION WOODEN SIDING (EXISTING) AND MATCH EXISTING EXTERIOR CONCRETE EXPOSED DRYWALL WHITE TILE WOOD 3/4" THICKNESS WOOD 3/4" THICKNESS TILE FINISH SCHEDULE CEILING DESCRIPTION DRYWALL DROPPED 1/2" THICKNESS WOODEN DOUGLAS FIR 3/4" THICKNESS WOODEN DOUGLAS FIR 3/4" THICKNESS LONGLEAVE W/ EXPOSED STRUCTURE 3/4" THICKNESS FINISH SCHEDULE FLOOR DESCRIPTION TILE WOODEN FLOOR THICKNESS 3/4" DECK CONCRETE SLAB EXPOSED FINISH SCHEDULE ROOF TYPE EX2 DESCRIPTION STANDING SEAM METAL EX2 E P O L S 6 : 2 1 EX1 W7 EX1 S S E R G E F 5 7 . 5 > " 4 - ' 1 " 8 - ' 6 12: 3 SLOPE E P O L S 6 : 2 1 W5 RIGHT ELEVATION 02 SCALE 1/4" = 1'-0" N O T W E N N O T W E N 1 1 7 1 X T , N I T S U A STAMP: NOTE: THE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DIG:A AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DIG:A. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NUMBER: DATE: ISSUED: 1 -NOV.2023 -PERMIT SET ENGINEER: FORT STRUCTURES, Inc. OWNER: DIXIE DOG LLC 1711 NEWTON ST AUSTIN, TEXAS 78704 SAM COVEY 2120 E 7th St, Ste 200 AUSTIN, TEXAS 78702 TBPE FIRM # 18034 DESIGNER: DIG:A Craig Hoverman 414 West Annie Street AUSTIN, TEXAS 78704 (512) 586-8652 C 2023 ALL RIGHTS RESERVED JOB No: 1064 START DATE: DRAWN BY: CH/AV/MS TOTAL SHEET SETS: DRAWING: EXTERIOR ELEVATIONS BLDG 02 PH A2.1 t v r . 0 5 1 v o h C _ 3 2 T V R e s u o H r o t s a P _ 1 1 7 1 _ 4 6 0 1 \ M B - 0 \ s t n e m u c o D \ n a s t I m \ s r e s U \ : C 10'-5" SLIDE SLIDE 2'-5" 9'-4" " 0 - ' 2 " 0 - ' 6 " 0 - ' 8 " 0 - ' 8 " 0 - ' 5 Q E Q E " 0 - ' 3 4'-11" EQ EQ SLIDE " 0 - ' 2 " 0 - ' 6 T.O FINISHED FLOOR LEVEL W2 QTY._5 W3 QTY._2 W4 QTY._1 " 0 - ' 9 " 6 - ' 5 " 6 - ' 3 " 0 - ' 8 " 0 - ' 5 " 0 - ' 3 W1 QTY._1 3'-0" S S E R G E F 5 7 5 > . 5'-5" 3'-0" " 4 - ' 1 " 0 - ' 8 " 8 - ' 6 " 6 - ' 6 " 0 - ' 8 " 6 - ' 1 T.O FINISHED MAIN FLOOR LEVEL W5 QTY._1 W6 QTY._1 W7 QTY._1 WINDOW SCHEDULE TYPE W1 W2 W3 W4 W5 W6 W7 AMOUNT 1 4 2 1 2 1 1 WIDTH 10'-5" 2'-5" 9'-4" 5'-1" 3'-0" 5'-5" 3'-0" HEIGHT 5'-6" 5'-0" 2'-0" 2'-0" 8'-0" 6'-6" 8'-0" TYPE WINDOW SLIDING FIXED / CASEMENT FIXED SLIDING FIXED / CASEMENT FIXED SLIDING GLAZING DUAL GLAZED DUAL GLAZED DUAL GLAZED DUAL GLAZED DUAL GLAZED DUAL GLAZED DUAL GLAZED FRAME ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM COLOR BLACK ANODIZED BLACK ANODIZED BLACK ANODIZED BLACK ANODIZED BLACK ANODIZED BLACK ANODIZED BLACK ANODIZED MFGR FLEETWOOD & MILGARD FLEETWOOD & MILGARD FLEETWOOD & MILGARD FLEETWOOD & MILGARD FLEETWOOD & MILGARD FLEETWOOD & MILGARD FLEETWOOD & MILGARD U-FACTOR .5 .5 .5 .5 .5 .5 .5 SHGC .25 .25 .25 .25 .25 .25 HEAD DETAIL XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX JAMB DETAIL XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX SILL DETAIL XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX XX/XX NOTES (2) PANEL OPERABLE SLIDING (1) PANEL FIXED (1) OPERABLE PANEL (1) PANEL FIXED (1) PANEL FIXED (1) OPERABLE PANEL SLIDING (2) PANEL FIXED (1) OPERABLE PANEL EGRESS TO EXTERIOR (1) PANEL FIXED (2) PANEL OPERABLE SLIDING PROJECT: N O T W E N N O T W E N 1 1 7 1 X T , N I T S U A NOTES WINDOW SCHEDULE FIELD VERIFY ALL WINDOW DIMENSIONS ALL ALUMINUM FRAMES TO BE ACCORDING TO SCHEDULE SPEC. DOOR SWINGS AS INDICATED ON PLAN ALL OPERABLE WINDOWS TO HAVE SCREENS ALL INSULATED GLASS TO BE LOW-E FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING CONFORMING TO THE HUMAN IMPACT LOADS OF SECTION R308.3 (SEE EXCEPTIONS) (R308.4): A. B. C. E. G. H. F. FIXED AND OPERABLE PANELS OF SWINGING SLIDING AND BIFOLD DOOR ASSEMBLIES GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS • • • • EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. BOTTOM EDGE LESS THAT 18" ABOVE FLOOR TOP EDGE GREATER THAN 36" ABOVE THE FLOOR. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING. GLAZING IN ENCLOSURES FOR OR FACING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE TO BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. GLAZING IN FENCES AND WALLS ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A WALKING SURFACE AND WITHIN 60" MEASURED HORIZONTALLY MEASURED IN A STRAIGHT LINE OF THE WATERS EDGE. GLAZING ADJACENT TO STAIRWAYS LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE WHEN THE SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE ADJACENT WALKING SURFACE GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD. D. GLAZING IN RAILS STAMP: NOTE: THE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DIG:A AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DIG:A. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NUMBER: DATE: ISSUED: 1 -NOV.2023 -PERMIT SET ENGINEER: FORT STRUCTURES, Inc. OWNER: DIXIE DOG LLC 1711 NEWTON ST AUSTIN, TEXAS 78704 SAM COVEY 2120 E 7th St, Ste 200 AUSTIN, TEXAS 78702 TBPE FIRM # 18034 DESIGNER: DIG:A Craig Hoverman 414 West Annie Street AUSTIN, TEXAS 78704 (512) 586-8652 C 2023 ALL RIGHTS RESERVED JOB No: 1064 START DATE: DRAWN BY: CH/AV/MS TOTAL SHEET SETS: DRAWING: WINDOW SCHEDULES BLDG 02 PH A7.0 t v r . 0 5 1 v o h C _ 3 2 T V R e s u o H r o t s a P _ 1 1 7 1 _ 4 6 0 1 \ M B - 0 \ s t n e m u c o D \ n a s t I m \ s r e s U \ : C REF. SCHED. REF. SCHED. REF. SCHED. NOTES DOOR SCHEDULE PROJECT: . D E H C S . F E R . D E H C S . F E R T.O FINISHED FLOOR LEVEL SWING DOOR TYPE A QTY._4 SWING DOOR TYPE C QTY._2 TYPE E QTY._1 SWING DOOR FOLDING DOOR FOLDING DOOR FOLDING DOOR FOLDING DOOR FOLDING DOOR REF. SCHED. EQ EQ . D E H C S . F E R . D E H C S . F E R FIX SWING DOOR TYPE F QTY._1 DOOR SCHEDULE NUMBER 001 002 003 004 005 006 007 008 TYPE DOOR A C A A A C O F WIDTH 3'-6" 2'-11 1/2" 2'-10" 2'-8" 2'-10" 2'-11 1/2" 17'-6" 5'-0" HEIGHT 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 6'-5" THICKNESS 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-0 1/2" 0'-0 1/2" DOOR MATERIAL SINGLE HINGED DOOR SOLID CORE WOOD DOUBLE HINGED DOOR SOLID CORE WOOD SINGLE HINGED DOOR SOLID CORE WOOD SINGLE HINGED DOOR SOLID CORE WOOD SINGLE HINGED DOOR SOLID CORE WOOD DOUBLE HINGED DOOR SOLID CORE WOOD (6 PANELS) FOLDING GLASS DOOR, LEFT OPENING TEMPERED GLASS SHOWER DOOR FRAME MATERIAL WOOD WOOD WOOD WOOD WOOD WOOD ANODIZED BLACK - HARDWARE SET BY OWNER BY OWNER BY OWNER BY OWNER BY OWNER BY OWNER BY OWNER BY OWNER HINGES N/A N/A N/A N/A N/A N/A N/A N/A DOOR STOP N/A N/A N/A N/A N/A N/A N/A N/A HEAD DETAIL N/A N/A N/A N/A N/A N/A N/A N/A DOOR HANDED RIGHT HANDED DOUBLE HANDED RIGHT HANDED LEFT HANDED LEFT HANDED DOUBLE HANDED RIGHT HANDED LEFT HANDED SILL DETAIL N/A N/A N/A N/A N/A N/A N/A N/A NOTES SINGLE HINGED DOOR TO MAIN ENTRANCE DOUBLE HINGED DOOR TO CLOSET SINGLE HINGED DOOR TO BEDROOM SINGLE HINGED DOOR TO BATHROOM SINGLE HINGED DOOR TO BEDROOM DOUBLE HINGED DOOR TO CLOSET FOLDING DOOR TEMPERED GLASS SHOWER DOOR - SITE MEASURE C. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: STAMP: NOTES: REFER TO FLOOR PLANS FOR DIRECTION OF DOOR SWING- TYPICAL ALL ACCESSIBLE DOORS TO BE 32" MIN WIDTH DOORS BETWEEN GARAGE AND DWELLING UNIT SHALL BE SELF CLOSING AND SELF LATCHING, SOLID WOOD OR SOLID HONEYCOMB CORE STEEL NOT LESS THAN 1 3/8" THICK OR HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING CONFORMING TO THE HUMAN IMPACT LOADS OF SECTION R308.3 (SEE EXCEPTIONS) (R308.4): A. FIXED AND OPERABLE PANELS OF SWINGING SLIDING AN BIFOLD DOOR ASSEMBLIES FIXED AND OPERABLE PANELS OF SWINGING SLIDING AN BIFOLD DOOR ASSEMBLIES B. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE. THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1.1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 1.2. BOTTOM EDGE LESS THAT 18" ABOVE FLOOR. BOTTOM EDGE LESS THAT 18" ABOVE FLOOR. 1.3. TOP EDGE GREATER THAN 36" ABOVE THE FLOOR. TOP EDGE GREATER THAN 36" ABOVE THE FLOOR. 1.4. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING. D. GLAZING IN RAILS GLAZING IN RAILS E. GLAZING IN ENCLOSURES FOR OR FACING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE TO BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. GLAZING IN ENCLOSURES FOR OR FACING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE TO BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. F. GLAZING IN FENCES AND WALLS ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A WALKING SURFACE AND WITHIN 60" MEASURED HORIZONTALLY MEASURED IN A STRAIGHT LINE OF THE WATERS EDGE. GLAZING IN FENCES AND WALLS ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A WALKING SURFACE AND WITHIN 60" MEASURED HORIZONTALLY MEASURED IN A STRAIGHT LINE OF THE WATERS EDGE. G. GLAZING ADJACENT TO STAIRWAYS LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE WHEN THE SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE ADJACENT WALKING SURFACE. GLAZING ADJACENT TO STAIRWAYS LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE WHEN THE SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE ADJACENT WALKING SURFACE. H. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD.GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD. N O T W E N N O T W E N 1 1 7 1 X T , N I T S U A NOTE: THE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF DIG:A AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DIG:A. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NUMBER: DATE: ISSUED: 1 -NOV.2023 -PERMIT SET ENGINEER: FORT STRUCTURES, Inc. OWNER: DIXIE DOG LLC 1711 NEWTON ST AUSTIN, TEXAS 78704 SAM COVEY 2120 E 7th St, Ste 200 AUSTIN, TEXAS 78702 TBPE FIRM # 18034 DESIGNER: DIG:A Craig Hoverman 414 West Annie Street AUSTIN, TEXAS 78704 (512) 586-8652 C 2023 ALL RIGHTS RESERVED JOB No: 1064 START DATE: DRAWN BY: CH/AV/MS TOTAL SHEET SETS: DRAWING: DOORS SCHEDULES BLDG 02 PH A7.1 t v r . 0 5 1 v o h C _ 3 2 T V R e s u o H r o t s a P _ 1 1 7 1 _ 4 6 0 1 \ M B - 0 \ s t n e m u c o D \ n a s t I m \ s r e s U \ : C Firm Registration No. 18034 www.fortstructures.com PROJECT No: 23067 DIG:A www.dig-a.com 1711 Newton Seal Architect 1711 Newton Austin, Texas PERMIT SET 11.15.2023 No ISSUE DATE PM: S. Covey ENG: W. Shepherd BIM PM: C. Lawrence If printed on 22x34 or 24x36 sheet, the scale is as indicated. If printed on an 11x17 or 12x18 sheet, the scale is reduced by half. Scale STRUCTURAL GENERAL NOTES Sheet Title S0.01 Sheet Number Copyright © 2023 FORT Structures 11.15.2023FORT STRUCTURES DRAWING LEGEND FORT STRUCTURES ABBREVIATIONS DESCRIPTION SYMBOL DESCRIPTION FORT STRUCTURES SHEET SERIES LEGEND SHEET SERIES DESCRIPTION S0 S1 S2 S3 S4 S5 S6 S7 S8 S9 STRUCTURAL NOTES AXONOMETRIC VIEWS PLANS ELEVATIONS & BUILDING SECTIONS FOUNDATION DETAILS ELEVATED CONCRETE DETAILS CMU DETAILS/3D PRINTED DETAILS STEEL DETAILS WOOD DETAILS COLD-FORMED STEEL DETAILS STRUCTURAL SHEET LIST [23067] SHEET NUMBER S0.01 S0.03 S1.01A S1.01B S2.00 S2.01 S2.02 S2.03 S2.04 S3.01 S3.02 S3.03 S4.01 S4.02 S4.10A S4.10B S4.12 S7.01 S7.03 S8.01 S8.02 S8.03 S8.05 S8.11A S8.11B Sheet Total: 25 SHEET NAME STRUCTURAL GENERAL NOTES ABBREVIATIONS & LEGENDS CHURCH AXONOMETRIC VIEWS PASTOR HOUSE AXONOMETRIC VIEWS OVERALL SITE PLAN CHURCH BASEMENT PLAN GRADE LEVEL CHURCH FRAMING PLAN CHURCH LATERAL BRACING PLAN CHURCH ROOF FRAMING PLAN PASTOR HOUSE GRADE LEVEL FRAMING PLAN PASTOR HOUSE LATERAL BRACING PLAN PASTOR HOUSE ROOF FRAMING PLAN TYPICAL FOUNDATION DETAILS TYPICAL FOUNDATION DETAILS CHURCH FOUNDATION DETAILS PASTOR HOUSE FOUNDATION DETAILS FOUNDATION DETAILS (PIER & BEAM) TYPICAL STEEL DETAILS-HSS COL & BASE PLATES TYPICAL STEEL TO WOOD DETAILS TYPICAL WOOD DETAILS TYPICAL WOOD DETAILS TYPICAL WOOD DETAILS TYPICAL WOOD SHEAR WALL DETAILS CHURCH FRAMING DETAILS PASTOR HOUSE FRAMING DETAILS TAG GB1.0 F2.0 SF2.0 P24 SDP6 PC-X BT-XX ST-XX CS-WSP 4'-0" a BP-X SP-X SR-X 1TB MD-X RT-X GRADE BEAM (REFER TO GRADE BEAM SCHEDULE) FOOTING (REFER TO FOOTING SCHEDULE) STRIP FOOTING (REFER TO FOOTING SCHEDULE) DRILLED STRAIGHT SHAFT PIER (REFER TO SCHEDULE) STEEL DRIVEN PILE (REFER TO PLANS & DETAILS) PIER/PILE CAP (REFER TO SCHEDULE) P24/UR48 DRILLED STRAIGHT SHAFT PIER WITH UNDERREAM (REFER TO SCHEDULE) POST-TENSIONED LIVE END POST-TENSIONED DRAPE POST-TENSIONED DEAD END MATCHLINE SHORING INDICATION ABOVE INDICATION "AT" SYMBOL WHEN INDICATING A SPACING S FOOTING/GRADE BEAM STEP CENTERLINE INDICATION POST-TENSIONED GRADE BEAM W/ TENDON LENGTH (REFER TO SCHEDULE) POST-TENSIONED SLAB ON GRADE W/ TENDON LENGTH (REFER TO SCHEDULE) CONTINUOUSLY SHEATHED-WOOD STRUCTURAL PANEL (REFER TO SCHEDULE) DIAMETER INDICATION EXISTING INDICATION MOMENT CONNECTION HD-X HD-X SHEAR WALL POINTS TO NAILING PATTERN SIDE (REFER TO SCHEDULE) ± PLUS OR MINUS INDICATION XXXX [E]Type Name STEEL/CONCRETE COLUMN (REFER TO SCHEDULE) FLUSH FLUSH FLOOR INDICATION [A] @ CL ⌀ [E] SLOPE/RAMP DOWN INDICATION SLOPE/RAMP UP INDICATION X" STEP DOWN INDICATION ROOF RIDGE INDICATION ROOF VALLEY INDICATION BASEPLATE (REFER TO DETAIL SCHEDULE) SADDLE PLATE (REFER TO DETAIL SCHEDULE) STUD RAIL (REFER TO DETAILS) REINFORCEMENT TYPE (REFER TO SCHEDULE) METAL DECK SPAN DIRECTION (REFER TO SCHEDULE) RIM TRACK (REFER TO SCHEDULE) T/XXX = X'-X" TOP ELEVATION OF ELEMENT B/XXX = X'-X" BOTTOM ELEVATION OF ELEMENT XX/SX.XX SECTION VIEW (DETAIL NUMBER/SHEET NUMBER) XX/SX.XX CALLOUT VIEW (DETAIL NUMBER/SHEET NUMBER) XX/SX.XX ELEVATION VIEW (DETAIL NUMBER/SHEET NUMBER) 1 REVISION DELTA (REFER TO REVISION SCHEDULE) FORT STRUCTURES MATERIAL PATTERN LEGEND ADDITIONAL LOADING (PLANS) CFS BEARING WALL (PLANS) CFS NON-BEARING WALL (PLANS) CMU BEARING (PLANS/DETAILS) CMU NON-BEARING (PLANS/DETAILS) CAST-IN-PLACE CONCRETE BEARING (PLANS/DETAILS) CAST-IN-PLACE CONCRETE NON-BEARING (PLANS/DETAILS) CRITICAL ROOT ZONE FOR NO IMPACTS (PLANS) EXISTING (PLANS/DETAILS) GRADING (PLANS/DETAILS) PLYWOOD (DETAILS) GRADING UNDISTURBED (PLANS/DETAILS) GRATING (PLANS) POUR STRIP (PLANS) PRECAST CONCRETE (PLANS/DETAILS) GRAVEL (DETAILS) ROCK (DETAILS) GROUT (DETAILS) STEEL (DETAILS) 3D PRINTED BEARING WALL (PLANS/DETAILS) WOOD BEARING WALL (PLANS) WOOD NON-BEARING WALL (PLANS) 3D PRINTED CORE (PLANS) MASONRY BEARING (PLANS/DETAILS) MASONRY NON-BEARING (PLANS/DETAILS) FILL (DETAILS) OVER-FRAMING (PLANS) Firm Registration No. 18034 www.fortstructures.com PROJECT No: 23067 DIG:A www.dig-a.com 1711 Newton Seal Architect 1711 Newton Austin, Texas PERMIT SET 11.15.2023 R RCP RD RECT REF REINF REM REQ RET RF RND RO RT SCHED SDP SF SHTHG SIM SLBB SMF SOG SP SPA SPEC SPECD SPINE SQ SR SS STAGG STD STIFF STIR STL STR STRUCT SUPT RADIUS REINFORCED CONCRETE PIPE ROOF DRAIN RECTANGULAR REFER/REFERENCE REINFORCE(ING)(ED)(MENT) REMAINDER REQUIRE(D) RETAINING ROOF ROUND ROUGH OPENING RIM TRACK SCHEDULE(D) STEEL DRIVEN PILE SQUARE FOOT SHEATHING SIMILAR SHORT LEG BACK TO BACK SPECIAL MOMENT FRAME SLAB ON GRADE SADDLE PLATE SPACE(S)(D)(ING) SPECIFICATION(S) SPECIFIED SOUTHERN PINE SQUARE STUDRAIL STAINLESS STEEL STAGGER(ED) STANDARD STIFFENER STIRRUPS STEEL STRAIGHT STRUCTURE(AL) SUPPORT(S) TOP T T/ TOP OF T&B or TB TOP AND BOTTOM TC AX LD TOP CHORD AXIAL LOAD TCB TCX TDS T&G THK THRD TPG TRANSV TYP TOP CHORD BEARING TOP CHORD EXTENSION TIE DOWN SYSTEM TONGUE AND GROOVE THICK(NESS) THREADED TOPPING TRANSVERSE TYPICAL UBC UMU UNO UR V VERT VIF VOL W W/ WB WHS WL W/O WP WPR WS WWF XS XXS UNIFORM BUILDING CODE UNREINFORCED MASONRY UNIT UNLESS NOTED OTHERWISE UNDER-REAM SHEAR FORCE VERTICAL VERIFY IN FIELD VOLUME WIDE WITH WIND BRACE WELDED HEADED STUD WIND LOAD WITHOUT WORK POINT WATER PROOFING WATER STOP WELDED WIRE FABRIC EXTRA STRONG EXTRA EXTRA STRONG AB ADDL ADH ADJ ALT APPROX AR ARCH B or BOT B/ BCB BF BFM BL BLDG BLKG BO BP BRDG BRG BRL BTW BWL c CANT CBORE CG CIP CJ CJP CLG CLR CLT CMU COL COM CONC COND CONST CONT CONX COORD CP CRZ CSINK CTJ CTRD ANCHOR BOLT ADDITIONAL ADHESIVE ADJACENT ALTERNATE APPROXIMATE(LY) ANCHOR ROD ARCHITECT(URAL) BOTTOM BOTTOM OF BOTTOM CHORD BEARING BACK FACE BRACE FRAME BUILDING LINE BUILDING BLOCKING BLOCK-OUT BASE PLATE BRIDGING BEARING BRICK LEDGE BETWEEN BRACE WALL LINE CAMBER CANTILEVER COUNTERBORE CENTER OF GRAVITY CAST-IN-PLACE CONSTRUCTION JOINT COMPLETE JOINT PENETRATION CEILING CLEAR(ANCE) CROSS-LAMINATED TIMBER CONCRETE MASONRY UNIT COLUMN COMPRESSION CONCRETE CONDITION CONSTRUCTION CONTINUOUS CONNECTION(S) COORDINATE COVER PLATE CRITICAL ROOT ZONE COUNTERSINK CONTROL JOINT CENTERED DR BEAM DROP(PED) BEAM DBA DBL DEMO DEV DFIR DIAG DIM DIST DL DN DP DTL DWG DWL DEFORMED BAR ANCHOR(S) DOUBLE DEMOLISH DEVELOPMENT DOUGLAS FIR DIAGONAL DIMENSION(S) DISTRIBUTED DEAD LOAD DOWN DEPTH/DEEP DETAIL(S)(D) DRAWING(S) DOWEL(S) EA EF EJ EL ELEC ELEV EMBED ENG EOR EQ EQPT EW EXIST EXP EXT F/ FAB FD FF FIN FL FLG FND FP FRM FRT FS FSTN FTF FTG EACH EACH FACE EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMBEDMENT ENGINEER(D) ENGINEER OF RECORD EQUAL EQUIPMENT EACH WAY EXISTING EXPANSION EXTERIOR FACE OF FABRICATE(ION)(OR) FLOOR DRAIN FINISHED FLOOR FINISH(ED) FLOOR FLANGE FOUNDATION FIREPROOF(ING) FRAMING FIRE RETARDANT TREATED FAR SIDE FASTEN(ER)(ED) FACE TO FACE FOOTING GAGE GALVANIZE(D) GENERAL CONTRACTOR GENERAL GA GALV GC GEN GEOTECH GEOTECHNICAL GL GR GR BEAM GRADE BEAM GYP GLUE LAMINATED TIMBER GRADE GYPSUM BOARD HD HDR HGR HI HK HORIZ HP HSS HT HTD IBC ID IE I/F INT INTERM JT k L LF LL LLBB LLH LLV LOC LONGIT LP LSH LSL LSV LVL LWT M MATL MAX mc MECH MEZZ MFR MID MIN MISC MTL NF NIC NLT No NOM NS NTS NW OC OD O/F OH OPNG OPP OSB OVHG OWSJ OWWJ P PAF PC P/C PCF PCY PEN PERF PERP PJP PL PLF PLYWD PREFAB PRELIM PSF PSI PSL PT P-T HOLD-DOWN HEADER HANGER HIGH HOOK(S) HORIZONTAL HIGH POINT HOLLOW STRUCTURAL SECTION HEIGHT HOT DIP(PED) INTERNATIONAL BUILDING CODE INSIDE DIAMETER INVERT ELEVATION INSIDE FACE INTERIOR INTERMEDIATE JOINT KIPS ANGLE LINEAL FOOT LIVE LOAD LONG LEG BACK-TO-BACK LONG LEG HORIZONTAL LONG LEG VERTICAL LOCATION LONGITUDINAL LOW POINT LONG SIDE HORIZONTAL LAMINATED STRAND LUMBER LONG SIDE VERTICAL LAMINATED VENEER LUMBER LIGHTWEIGHT MOMENT MATERIAL MAXIMUM MOMENT CONNECTION(S) MECHANICAL MEZZANINE MANUFACTURE(R) MIDDLE MINIMUM MISCELLANEOUS METAL NEAR FACE NOT IN CONTRACT NAIL LAMINATED TIMBER NUMBER NOMINAL NON-SHRINK NOT TO SCALE NORMAL WEIGHT ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPPOSITE HAND OPENING(S) OPPOSITE ORIENTED STRAND BOARD OVERHANG OPEN WEB STEEL JOIST OPEN WEB WOOD JOIST AXIAL LOAD POWDER ACTUATED FASTENER PIER/PILE CAP PRECAST CONCRETE POUNDS PER CUBIC FOOT POUNDS PER CUBIC YARD PENETRATION PERFORATED PERPENDICULAR PARTIAL JOINT PENETRATION PLATE POUNDS PER LINEAR FOOT PLYWOOD PREFABRICATED PRELIMINARY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER PRESSURE TREATED POST-TENSION(ED) No ISSUE DATE PM: S. Covey ENG: W. Shepherd BIM PM: C. Lawrence If printed on 22x34 or 24x36 sheet, the scale is as indicated. If printed on an 11x17 or 12x18 sheet, the scale is reduced by half. Scale ABBREVIATIONS & LEGENDS Sheet Title S0.03 Sheet Number Copyright © 2023 FORT Structures 11.15.2023axonometric views AXONOMETRIC VIEWS ARE FOR REFERENCE ONLY AND ARE PROVIDED SOLELY AS A VISUAL AID. ALL STRUCTURAL INFORMATION SHALL ONLY BE OBTAINED FROM THE PLANS AND DETAILS. CHURCH AXONOMETRIC VIEW 01 SCALE : NTS CHURCH AXONOMETRIC VIEW 02 SCALE : NTS Copyright © 2023 FORT Structures Firm Registration No. 18034 www.fortstructures.com PROJECT No: 23067 DIG:A www.dig-a.com 1711 Newton Seal Architect 1711 Newton Austin, Texas PERMIT SET 11.15.2023 No ISSUE DATE PM: S. Covey ENG: W. Shepherd BIM PM: C. Lawrence If printed on 22x34 or 24x36 sheet, the scale is as indicated. If printed on an 11x17 or 12x18 sheet, the scale is reduced by half. Scale CHURCH AXONOMETRIC VIEWS Sheet Title S1.01A Sheet Number 11.15.2023axonometric views AXONOMETRIC VIEWS ARE FOR REFERENCE ONLY AND ARE PROVIDED SOLELY AS A VISUAL AID. ALL STRUCTURAL INFORMATION SHALL ONLY BE OBTAINED FROM THE PLANS AND DETAILS. Firm Registration No. 18034 www.fortstructures.com PROJECT No: 23067 DIG:A www.dig-a.com 1711 Newton Seal Architect 1711 Newton Austin, Texas PERMIT SET 11.15.2023 PASTOR HOUSE AXONOMETRIC VIEW 01 SCALE : NTS PASTOR HOUSE AXONOMETRIC VIEW 02 SCALE : NTS No ISSUE DATE PM: S. Covey ENG: W. Shepherd BIM PM: C. Lawrence If printed on 22x34 or 24x36 sheet, the scale is as indicated. If printed on an 11x17 or 12x18 sheet, the scale is reduced by half. Scale PASTOR HOUSE AXONOMETRIC VIEWS Sheet Title S1.01B Sheet Number Copyright © 2023 FORT Structures 11.15.2023COMMON PLAN NOTES 1. STRUCTURAL GENERAL NOTES, ABBREVIATIONS, AND LEGEND PER S1 SHEET SERIES. 2. VERIFY ALL DIMENSIONS, ELEVATIONS, FINISH SURFACES, SLOPES, DRAINS, DEPRESSIONS, CURBS, PENETRATIONS, ETC. WITH ARCHITECTURAL AND OTHER CONSULTANT DRAWINGS PRIOR TO CONSTRUCTION. 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. Firm Registration No. 18034 www.fortstructures.com PROJECT No: 23067 DIG:A www.dig-a.com 1711 Newton Seal Architect 1711 Newton Austin, Texas PERMIT SET 11.15.2023 CHURCH BUILDING "A" PASTOR HOUSE BUILDING "B" No ISSUE DATE PM: S. Covey ENG: W. Shepherd BIM PM: C. Lawrence If printed on 22x34 or 24x36 sheet, the scale is as indicated. If printed on an 11x17 or 12x18 sheet, the scale is reduced by half. Scale OVERALL SITE PLAN Sheet Title S2.00 Sheet Number LEVEL 01 SITE PLAN SCALE : NTS Copyright © 2023 FORT Structures 11.15.2023