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FRENCH LEGATION STATE HISTORIC SITE Visit o r C e n t e r A d d iti o n 8 0 2 S a n M a rc o s S tre e t A u sti n , Te x a s Landscape Architect: Studio Balcones 702 San Antonio Street Austin, Texas 78701 (512) 383-8815 Structural Engineer: Tsen Engineering 210 Barton Springs Road, #250 Austin, Texas 78704 (512) 474-4001 Architect: 1206 Quail Park Drive Austin, Texas 78758 (512) 960-0013 Hutson Gallagher, Inc. Texas Historical Commission Civil Engineer: Dunaway|UDG 3660 Stoneridge Road, #E101 Austin, Texas 78746 (512) 306-8252 MEP Engineer: H2MG, LLC. 8000 W. Interstate 10, #1002 San Antonio, Texas 78702 (210) 525-0220 Kitchen Designer: Cosper & Associates, Inc. 13061 #3 Highway 181 San Antonio, Texas 78223 (210) 633-2020 Owner: Historic Sites Division T.J. Rusk Building 208 E. 10th Street, Suite 327 Austin, Texas 78701 Funding Provided By: Friends of the Texas Historical Commission Contract No. FTHC_HG_10202019 Security Systems: Combs Consulting Group 4425 South MoPac Expressway Building IV, #800 Austin, Texas 78735 (512) 773-6580 50% Draft Construction Documents December 06, 2019 ABBREVIATIONS GENERAL NOTES STREET VIEW REGIONAL MAP @ @FF A/C A-V ACCOM ACOUST ACT ADA ADD'L ADJ ADMIN AFF AHJ AHU ALT ALUM ANOD AP APPROX ARCH ASPH ASST ASTM AUTO AV AVG BB BRD BIT BLDG BLK(G) B.M. BM(S) BOC BOS BTTM BRK BRNZ BSMT BTWN BUR C CAB C.B. CF CG CHAN CI CJ CL CLG CLOS CLR CMU CO COL COM CONC CONN CONST CONT CONTR COORD CORR CST CT CTR(D) CU CVR CW DBL DED DEMO DET DF DH DIA DIAG DIFF DISC DISP DIM DIV DN DP DPM DR DS DW DWG DWLS DWR At At Finished Floor Air Conditioning Audio-Visual Accommodate Acoustical Acoustical Tile Americans w/ Disabilities Act Additional Adjacent Administration Above Finished Floor Authority Having Jurisdiction Air Handling Unit Alternative/Alternate Aluminum Anodized Access Panel Approximate Architect Asphalt Assistant American Society for Testing & Materials Automatic Audio Visual Alarm Average Ball-Bearing Board Bitumen Building Block(ing) Benchmark Beam(s) Back of Curb Bottom of Structure Bottom Brick Bronze Basement Between Built-up Roofing Conduit Cabinet Catch Basin Cubic Feet Corner Guard Channel Cast Iron Control Joint Center Line Ceiling Closet Clear Concrete Masonry Unit Cased Opening Column Communication Concrete Connection Construction Continuous Contractor Coordination or Coordinate Corridor Cast Stone Ceramic Tile Center(ed) Copper Cover Cold Water Double Dedicated Demolish, Demolition Detail Drinking Fountain Double Hung Diameter Diagonal(ly) Diffuser Disconnect Dispenser Dimension Division Down Deep Damp-proof Membrane Door Downspout Drywall Drawing Dowels Drawer E EA EJ ELECT ELEV EMER EML EQ EQUIP EXH EXP EXP. BT. EXST'G EXT EWC East Each Expansion Joint Electrical Elevation Emergency Expanded Metal Lath Equal Spacing, Equivlant to Equipment Exhaust Expansion Expansion Bolt Existing Exterior Electric Water Cooler FACP FB FD FDN FE FF(E) FH FHC FIN FIXT FL FLG Fire Alarm Control Panel Face Brick Floor Drain Foundation Fire Extinguisher Finished Floor (Elevation) Fire Hydrant Fire Hose Cabinet Finish(ed) Fixture Flow Line Flashing FLR FLUOR FO FOF FOS FP FR FS FT FTG FURN FURR FUT FV FXD Floor Fluorescent Finished Opening Face of Finish Face of Stud Fire Proof Fire Resistant Full Size Feet/Foot Footing Furnished/Furniture Furring Future Field Verify Fixed GA GALV GC GFI GL GLZ GPM GR GRND GYP BD Gauge Galvanized General Contractor Ground Fault Interrupt Glass Glazing Gallons Per Minute Grade Ground Gypsum Wall Board HB HC HCW HD HDR HDWR HM HORIZ HP HR HT HTG HVAC HWD HWH ID I.E. IN INAC INCL INFO INSUL INT INV JAN JNT JST L LAMIN LAV LBS LF LH LHS LL LP LT LTWT LVR MAS MATL MANUF MAX MBR MDF MECH MED MEP MFG. MH MIN MISC MIR MGR MKR MO MOD MTD MTL N NA NAC NIC NO NOM NTS OC OCEW OD OH OP'G OPP OSB OVHD OZ Hose Bib Hollow Core or Handicap Hot & Cold Water Hot Dipped Header Hardware Hollow Metal Horizontal High Point or Horse Power Hour Height Heating Heat/Ventilation/Air Condition Hardwood Hot Water Heater Inside Diameter Id Est (That Is) Inches Inaccessible Including Information Insulation Interior Invert Janitor Joint Joist Length Laminated Lavatory Pounds Linear Foot Left Hand Left Hand Side Live Load Light Pole OR Lightning Protection Light Light Weight Louver Masonry Material Manufacturer Maximum Member Medium Density Fiber Board Mechanical Medium Mechanical, Electrical, Plumbing Manufactur(er)(ing) Manhole Minimum Miscellaneous Mirror Manager Marker Masonry Opening Modified/Modify Mounted Metal North Not Applicable Not Accessible Not In Contract Number Nominal Not to Scale On Center On Center Each Way Overflow Drain/Outside Diameter Opposite Hand Opening Opposite Oriented Strand Board Overhead Ounce P & I PC PG PK PL PLAST PLUM P-LAM PM PNL PO PP PR PREFAB PSF PSI Provide and Install Photo Cell Page Parking Plate or Plateline Plaster Plumbing Plastic Laminate Project Manual Panel Plaster Opening Power Pole Pair Prefabricated Pounds per Square Foot Pounds per Square Inch P.T. PTD PTN PUE PVC PVMT PWD Pressure Treated Painted Partition Public Utility Easement Polyvinyl Chloride Pavement Plywood QTR Quarter R/A RAD RAG RAP RCP RD RECOM RE/REF REFG REFL REINF REQ'D REQM'TS RES RESID RET REV R.F. RFG RHS RM RO ROW RR RSP Return Air Radius Return Air Grill Remote Annunciator Panel Reflected Ceiling Plan Roof Drain Recommendation Refer/Reference Refrigerator Reflected Reinforced Required Requirements Resilient Residual Retaining Revision Roofing Felt Roofing Right Hand Side Room Rough Opening Right Of Way Restroom(s) Rosin-Sized Paper S SALV SAU SC SCL SCH'D SD SECT SF SH SHT SIM SHTG SK SL SM SMACNA SOS SPECS SPEC'D SQ SS STD STIFF STL STO STRUCT SUSP SW SYM T&G TAS T.C. TEL TEMP THC THK TJ T.O.C. TOB(M) T.O.M. T.O.S. TOT T.O.W. TS T-STAT TRANSF TRTD TSL TYP. South Salvaged Self-Adhering Underlayment Solid Core Scale Scheduled Storm Drain Section Square Feet Single Hung Sheet Similar Sheathing, Sheeting Sink Slope Smooth Sheet Metal & Air Conditioning National Association, Inc. Similar Opposite Side Specifications Specified Square Stainless Steel Standard Stiffener Steel Storage Structural Suspended Switch Symmetrical Tongue & Groove Texas Accessibility Standards Top of Curb Telephone Tempered, Temporary Texas Historical Commission Thick(ness) Tooled Joint Top of Concrete or Curb Top of Beam Top of Masonry Top of Steel Total Top of Wall Tube Steel Thermostat Transformer Pressure-Treated Top of Slab Typical UL U/S UC UGD UNFIN. UNO UP UR Underwriter's Laboratory Underside Undercut Underground Drain Unfinished Unless Noted Otherwise Utility Pole Urinal VB VCT VEN VERT VEST VIF VFY VOL W W/ W/O WC WD WDW WG WH WM WP WT WWM WWF YD # Vapor Barrier Vinyl Composition Tile Veneer Vertical Vestibule Verify in Field Verify Volume Width, Wide, West With Without Water Closet Wood Window Wire Glass Water Heater Water Meter Waterproof(ing) Weight Welded Wire Mesh Welded Wire Fabric Yards Pounds CODE COMPLIANCE: ALL WORK PERFORMED SHALL BE COMPLETED IN ACCORDANCE WITH ALL STATE, FEDERAL, AND LOCAL CODES, ORDINANCES, AND LAWS, INCLUDING, AS A MINIMUM STANDARD, THE 2012 INTERNATIONAL BUILDING CODE. PERMITTING: CONTRACTOR SHALL APPLY FOR AND FUND ALL APPLICABLE PERMITS AND COORDINATE ALL INSPECTIONS WITH THE CITY OF EDINBURG AS REQUIRED. TAX EXEMPTION: THIS PROJECT IS TAX EXEMPT. A TAX EXEMPT CERTIFICATE WILL BE PROVIDED BY OWNER UPON REQUEST. COORDINATION: CONTRACTOR SHALL COORDINATE WORK BETWEEN ALL TRADES IN THIS CONTRACT. ANY CONFLICTS SHALL BE BROUGHT TO THE ARCHITECT’S ATTENTION PRIOR TO THE WORK BEING INSTALLED. FAILURE TO DO SO WILL MAKE THE CONTRACTOR RESPONSIBLE FOR THE COST TO CORRECT THE WORK. BID DOCUMENTS: THE INFORMATION CONTAINED IN THESE CONSTRUCTION DOCUMENTS (DRAWINGS) IS IN ITSELF INCOMPLETE AND VOID UNLESS USED IN CONJUNCTION WITH ALL OF THE CONTRACT DOCUMENTS AND WITH ALL OF THE SPECIFICATIONS, TRADE PRACTICES, OR APPLICABLE STANDARDS, CODES, ETC. INCORPORATED THEREIN BY REFERENCE WHICH THE CONTRACTOR CERTIFIES KNOWLEDGE OF BY SIGNING THE CONTRACT. FAMILIARITY WITH CONDITIONS: THE CONTRACTOR SHALL VISIT THE SITE OF THE PROPOSED WORK AND FULLY ACQUAINT HIMSELF WITH THE EXISTING CONDITIONS RELATING TO CONSTRUCTION AND LABOR, AND SHALL FULLY INFORM HIMSELF AS TO THE FACILITIES INVOLVED, THE DIFFICULTIES, RESTRICTIONS, AND LOGICAL EXTENSIONS OF SCOPE ATTENDING THE PERFORMANCE OF THE CONTRACT. THE CONTRACTOR SHALL THOROUGHLY EXAMINE AND FAMILIARIZE HIMSELF WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR BY THE EXECUTION OF THE CONTRACT SHALL IN NO WAY BE RELIEVED OF ANY OBLIGATION UNDER THE CONTRACT BECAUSE OF HIS FAILURE TO RECEIVE OR EXAMINE ANY FORM OR LEGAL DOCUMENT OR TO VISIT THE SITE AND INFORM HIMSELF THOROUGHLY REGARDING ANY AND ALL CONDITIONS AND REQUIREMENTS THAT MAY IN ANY MANNER AFFECT THE WORK TO BE PERFORMED UNDER THE CONTRACT. LACK OF KNOWLEDGE ON THE PART OF THE CONTRACTOR WILL IN NO WAY RELIEVE HIM OF THE OBLIGATIONS AND RESPONSIBILITIES ASSUMED UNDER THE CONTRACT. WORK IN HISTORICAL BUILDINGS AND SITES: HISTORICAL DESIGNATION OF THIS BUILDING REQUIRES CONTRACTOR TO EXERCISE SPECIAL CAUTION IN EXECUTING ALL STAGES OF WORK TO PREVENT UNNECESSARY DAMAGE TO HISTORICAL FEATURES, CONDITIONS, OR MATERIALS. CONTRACTOR TO APPRISE ALL SUB-CONTRACTORS AND WORKMEN OF SPECIAL PRECAUTIONS REQUIRED WHEN WORKING WITH HISTORIC BUILDINGS. CONTRACTOR TO MONITOR THE WORK OF ALL TRADES TO PREVENT UNNECESSARY OR OTHERWISE AVOIDABLE DAMAGE TO HISTORICAL FEATURES, CONDITIONS, OR MATERIALS. CONTRACTOR SHALL IMMEDIATELY NOTIFY ARCHITECT AND OWNER AS CONCEALED HISTORICAL CONDITIONS ARE UNCOVERED DURING THE COURSE OF THE WORK AND SHALL ALLOW AND FACILITATE THE DOCUMENTATION OF THOSE CONDITIONS. IF, DURING THE COURSE OF EXCAVATION, ARTIFACTS ARE DISCOVERED BELOW GRADE, STOP WORK IN THE AREA AND IMMEDIATELY CONTACT THE OWNER AND THE ARCHITECT TO COORDINATE ARCHEOLOGICAL DOCUMENTATION. THIS PROJECT IS FUNDED, IN PART, BY A GRANT FROM THE TEXAS HISTORICAL COMMISSION (THC) WHICH HAS REVIEWED AND APPROVED THE WORK REPRESENTED IN THE DRAWINGS AND SPECIFICATIONS. THC RETAINS REVIEW AUTHORITY OF ALL CHANGES, MODIFICATIONS, SUBSTITUTIONS, ETC. FROM TIME TO TIME, REPRESENTATIVES OF THC SHALL VISIT THE SITE TO OBSERVE THE PROGRESS OF THE WORK AND THE CONTRACTOR SHALL PROVIDE ACCESS TO THE WORK. VERIFICATION OF DIMENSIONS: CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, BUILDING ELEVATIONS, AND CONDITIONS BOTH EXISTING AND NEW. REPORT ANY AND ALL DISCREPANCIES TO THE ARCHITECT BEFORE BEGINNING ANY PHASE OF WORK. DO NOT SCALE DRAWINGS. ALL NEW PARTITIONS SHALL BE MARKED ON THE EXISTING FLOOR SURFACE FOR REVIEW BY THE ARCHITECT PRIOR TO WALL CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL ACCURATE FIELD DIMENSIONS AND MEASUREMENTS INCLUDING SLOPE. PROTECTION OF BUILDING AND SITE: CONTRACTOR SHALL PROTECT ALL SURFACES NOT SCHEDULED FOR WORK UNDER THIS CONTRACT. ANY DAMAGE TO THE EXISTING STRUCTURE AND SITE THAT OCCURS FOLLOWING THE NOTICE TO PROCEED SHALL BE CORRECTED TO PRE-CONSTRUCTION CONDITION AT NO EXPENSE TO THE OWNER. CONTRACTOR SHALL KEEP THE BUILDING SECURE AND WEATHER-TIGHT AT ALL TIMES. ALL NEW PENETRATIONS SHALL BE MARKED ON THE EXISTING SURFACES FOR REVIEW BY THE ARCHITECT PRIOR TO THEIR DEMOLITION. INTERIOR CLIMATE CONTROLS: INTERIOR FINISH WORK SHALL NOT PROCEED UNTIL INTERIOR WALLS ARE SUFFICIENTLY DRIED TO RECEIVE NEW FINISHES. CONTRACTOR SHALL MONITOR WALL MOISTURE CONTENT ON A BI-WEEKLY BASIS AND SHALL REPORT FINDINGS TO ARCHITECT. INTERIOR TEMPERATURE AND HUMIDITY CONTROLS SHALL BE STABLE FOR A MINIMUM OF 24 HOURS PRIOR TO COMMENCEMENT OF FINISH WORK AS REQUIRED IN APPLICABLE DIVISION 9 SECTIONS, AND REMAIN STABLE THROUGH PROJECT COMPLETION. TEMPORARY HEAT SHALL BE PROVIDED AS NEEDED TO PREVENT CONDENSATION ON THE WALLS AND CEILINGS THROUGHOUT THE COURSE OF THE WORK. HAZARDOUS MATERIALS ABATEMENT/MANAGEMENT: THE OWNER HAS PERFORMED ASBESTOS ABATEMENT WITHIN THE BUILDING UNDER A SEPERATE CONTRACT. CONTRACTOR’S TREATMENT PROCEDURES MUST PROVIDE OSHA COMPLIANT WORKER PROTECTION AND ENSURE THE PROTECTION OF THE BUILDING’S HISTORIC FABRIC. THE ARCHITECT HAS NO RESPONSIBILITY OR LIABILITY FOR DESIGN, REMOVAL OF, OR TESTING FOR HAZARDOUS MATERIALS, BUT WILL REVIEW MOCK UPS FOR HISTORIC MATERIAL PROTECTION. CONTRACTOR SHALL ASSUME ALL EXISTING PAINT CONTAINS LEAD. CONTRACTOR SHALL FOLLOW ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS REGARDING THE PROPER AND SAFE MANAGEMENT, REMOVAL AND DISPOSAL OF LEAD-CONTAINING PAINTS AND WASTE MATERIALS GENERATED BY FINISH REMOVAL. BUILDING MAINTENANCE: MAINTAIN AREAS FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH. MAINTAIN SITE IN A CLEAN AND ORDERLY CONDITION. AREAS USED AS PATHWAYS TO TRANSPORT MATERIALS OR TO REMOVE TRASH THAT ARE NOT DIRECTLY UNDER CONSTRUCTION ARE TO BE KEPT CLEAN. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, DUSTING, SWEEPING, AND MOPPING. WARRANTY: ALL WORK SHALL BE WARRANTED BY THE CONSTRUCTION MANAGER. REFER TO THE GENERAL CONDITIONS OF THE CONTRACT AND INDIVIDUAL SECTIONS OF DIVISIONS 2 THROUGH 26 FOR SPECIFIC WARRANTY DETAILS. FIRE PROTECTION: NO SMOKING SHALL BE PERMITTED IN THE BUILDING. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY FIRE EXTINGUISHERS AT EACH FLOOR OF THE BUILDING UNTIL SUBSTANTIAL COMPLETION. ACCESSIBILITY: ALL NEW SIDEWALKS, STEPS, RAMPS, RESTROOMS, AND ELEVATORS, ETC. ARE TO COMPLY FULLY WITH THE TEXAS ACCESSIBILITY STANDARDS AND THE AMERICANS WITH DISABILITIES ACT. TEMPORARY FACILITIES: COORDINATE LOCATION AND PLACEMENT OF CONSTRUCTION FENCE, FIELD OFFICE, MATERIAL STORAGE, PORTABLE TOILET, DUMPSTER, ETC. WITH ARCHITECT AND OWNER PRIOR TO CONSTRUCTION. REFER TO SECTION 015000 - TEMPORARY FACILITIES. SAFETY: PERFORM ALL WORK IN A SAFE AND CONSCIENTIOUS MANNER TO PREVENT INJURIES AND DAMAGE TO THE BUILDING, ITS CONTENTS, OR ITS SURROUNDINGS. CONTRACTOR SHALL MAINTAIN OSHA STANDARDS FOR JOB SAFETY AND WORKER PROTECTION AND COMPLY WITH ALL REQUIREMENTS OF THE HEALTH AND SAFETY CODE OF TEXAS, CHAPTER 756, SUBCHAPTER C FOR ADEQUATE TRENCH PROTECTION, BARRICADES, SIGNS, ETC. STORAGE: ESTABLISH A SECURE STORAGE AREA FOR ALL ITEMS MARKED "REMOVE FOR REINSTALLATION" OR "REMOVE AND SALVAGE". STORAGE IS TO BE A PROTECTED, SECURE, WEATHERPROOF LOCATION TO PREVENT DAMAGE TO MATERIALS. COORD W/ OWNER. BRICK MASONRY PLYWOOD CONCRETE BLOCK MASONRY BATT INSULATION ELECTRICAL: SYMBOLS CONCRETE FRAMING WOOD BLOCKING FINISHED WOOD EARTH PLASTER OR STUCCO STEEL STONE NEW WOOD OR METAL STUD PARTITION OR SHAFT WALL SHEET LIST A-000 SYMBOLS, GEN'L NOTES & ABBREV. SITE IMPROVEMENTS: A-001 A-002 C-100 SITE PLAN - DEMOLITION (NOT INCLUDED) PARTIAL SITE PLAN - REHABILITATION CIVIL - DRAINAGE PLAN (NOT INCLUDED) LANDSCAPE: L-100 ADDITION SITE PLAN VISITOR CENTER ADDITION: ARCHITECTURAL: A-121 A-122 A-141 A-220 A-221 A-400 A-401 A-620 FIRST FLOOR PLAN ROOF PLAN REFLECTED CEILING PLAN SOUTH & EAST ELEVATIONS NORTH & WEST ELEVATIONS RESTROOMS & MISC. DETAILS MISC. DETAILS SCHEDULES - RM /WDW /DOORS STAGING KITCHEN: FS-1 FS-2 KITCHEN EQUIPMENT FLOOR PLAN KITCHEN ROUGH-IN FLOOR PLAN STRUCTURAL: STRUCTURAL NOTES SPECIAL INSTRUCTIONS FOUNDATION & ROOF FRAMING PLAN TYPICAL DETAILS FOUNDATION DETAILS FRAMING DETAILS MECHANICAL: MECHANICAL SYMBOLS & SCHEDULES DEMOLITION MECHANICAL ADDITION MECHANICAL ELECTRICAL SYMBOLS & LEGEND VISITOR CENTER ELECTRICAL DEMOLITION VISITOR CENTER ADDITION LIGHTING (SEE A-141) VISITOR CENTER ADDITION PLAN POWER ELECTRICAL DIAGRAMS PLUMBING: DEMOLITION PLUMBING ADDITION PLUMBING - UNDER FLOOR ADDITION PLUMBING SECURITY: T-001K T-122K T-511K SYMBOLS AND LEGENDS VISITOR CENTER ADDITION FLOOR PLAN SECURITY SYSTEM DETAILS S-100 S-101 S-120 S-510 S-511 S-512 M-100 M-111 M-112 E-100 E-111 E-112 E-113 E-400 P-111 P-112 P-113 TYPICAL MOUNTING HEIGHTS REFERENCES VISUAL ALARM DEVICE DOOR OPENING X A M " 0 9 - I N M " 0 8 2 7 A P F N R E P LIGHT SWITCH " 0 - ' 4 E N I L R E T N E C O T ROOM SIGN FIRE EXT. CABINET 9" MIN " 0 - ' 5 " 6 - ' 1 " 0 - ' 4 E L D N A H F O . L C . ELECTRICAL/ DATACOM DETAIL REFERENCE ELEVATION MARKER A1 A-100 B1/A-100 A1/A-100 X X 17 DETAIL SECTION DETAIL ELEVATION WALL TYPE KEYED NOTES 120 ROOM NUMBER 203 WINDOW NUMBER 103 DOOR NUMBER CL CENTER LINE SITE MAP REVIEW SET ONLY NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION CHRISTOPHER E. HUTSON TX #15635 e v i r D k r a P l i a u Q 6 0 2 1 8 5 7 8 7 s a x e T , n i t s u A 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S N O I T I D D A R E T N E C R O T I S I V s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 SHEET NAME: SYMBOLS, GEN. NOTES & ABBREVIATIONS SHEET NO: A-000 50 % C O NSTR U CTIO N D O C U M ENTS (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) OU OU OU OU OU OU OU (E) (E) (E) (E) (E) OU OU OU (E) (E) (E) (E) (E) (E) (E) ) E ( (E) (E) (E) ) E ( ) E ( ) E ( ) E ( ) E ( OU OU OU OU (E) (E) (E) OU OU OU (E) (E) (E) OU (E) OU (E) OU OU OU OU (E) (E) OU OU OU OU (E) (E) (E) (E) OU OU OU OU (E) (E) OU OU (E) (E) (E) (E) (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU OU (E) OU OU GENERAL SITE NOTES A. B. C. E. ) ( ) ( ) ( W W W U O U O U O U O THE FRENCH LEGATION STATE HISTORIC SITE IS A STATE ANTIQUITIES LANDMARK (SAL). THIS DESIGNATION PROVIDES LEGAL PROTECTION UNDER THE ANTIQUITIES CODE OF TEXAS AND REQUIRES REVIEW AND PERMITTING FROM THE TEXAS HISTORICAL COMMISSION. IF DURING THE COURSE OF DEMOLITION OR EXCAVATION, ARTIFACTS ARE DISCOVERED BELOW GRADE, STOP WORK IN THE AREA AND IMMEDIATELY CONTACT THE OWNER AND THE ARCHITECT TO COORDINATE DOCUMENTATION ACCORDING TO PERMIT REQUIREMENTS. MARK PLANNED EXCAVATION AREAS PRIOR TO WORK AND REVIEW LOCATIONS WITH OWNER AND ARCHITECT AT LEAST FIVE BUSINESS DAYS BEFORE WORK IS SCHEDULED TO COMMENCE. U O U O U O U O U O W W W W W W ( ) ( ) ( ) ( ) ( ) ( ) U O LAYOUT NEW RETAINING WALLS AND WALKWAYS ON SITE FOR APPROVAL PRIOR TO EXCAVATION AND CONSTRUCTION. PROVIDE SUB-GRADE CONDUIT THROUGH RETAINING WALL FOOTINGS TO CONNECT UTILITIES AND LAWN SPRINKLER AS NEEDED. U O U O W W W ) ( ) ( ) ( ) U O PROTECT EXISTING-TO-REMAIN TREES ADJACENT TO AREAS OF WORK. PROTECT TREE & ROOTS FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. REFER TO LANDSCAPE DWGS FOR TREE AND ROOT PROTECTION. U O U O W W W ) ( ) ( ) ( D. PROTECT SOD, LANDSCAPING, SITE LIGHTING, SIDEWALKS, STREET PAVING AND SITE U O U O W ( ) FEATURES FROM DAMAGE AS NEEDED. IF DAMAGED, REPAIR TO MATCH PRE-CONSTRUCTION CONDITION PRIOR TO COMPLETION OF CONTRACT. U O U O W W ( ) ( ) U O INSPECT EXISTING LAWN SPRINKLER SYSTEM, AND REPAIR AS REQUIRED TO MAINTAIN FULLY FUNCTIONAL SYSTEM. REFER TO LANDSCAPE DRAWINGS FOR WATERING AT NEW PLANTING BEDS. VERIFY NO NEW OR EXISTING SPRINKLER HEADS DIRECT WATER ONTO BUILDING. U O U O U O W W W W ( ) ( ) ( ) ( ) F. COORDINATE REMOVAL OF EXISTING UTILITY POLE AND INSTALLATION OF NEW SUB-GRADE ELECTRICAL SERVICE AND METER WITH AUSTIN ENERGY. U O U O W W ( ) ( ) G. COORDINATE ON-SITE DUMPSTER LOCATION WITH OWNER. U O W ( ) (E) OU (E) OU (E) OU OU OU (E) (E) OU OU (E) (E) OU OU (E) (E) OU OU OU (E) (E) (E) (E) OU OU (E) (E) OU (E) OU (E) " 0 - ' 5 OU (E) OU (E) OU (E) OU (E) OU (E) OU OU OU (E) (E) (E) OU OU OU OU OU OU OU (E) (E) (E) (E) OU OU OU OU OU 5' X 8' CONC SLAB 9 3 5 (E) (E) (E) (E) OU OU OU OU OU OU OU OU (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) OU (E) OU OU OU OU OU (E) (E) (E) (E) (E) OU OU OU OU OU (E) (E) (E) (E) OU OU OU OU OU OU OU (E) (E) (E) (E) (E) (E) (E) OU OU OU OU OU OU OU OU OU (E) (E) (E) (E) (E) (E) (E) (E) (E) D OU OU OU OU OU OU OU OU OU OU OU U O OU OU OU OU OU OU OU OU (E) (E) (E) (E) (E) (E) (E) O U O U O U O U ) W ( O U O U O U O U O U O U O U O U 5 4 2 ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( 1 4 5 5 4 0 ) E ( B ) E ( ) E ( ) E ( ) E ( R I C ) E ( ) E ( ) E ( K P ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( A V E R S ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( 9 3 5 ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) E ( ) (E) E ( (E) (E) (E) (E) (E) ) W ( ) W ( ) W ( ) W ( ) W ( ) W ( ) W ( (E) (E) (E) ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( W W W W W W W W W (E) (E) (E) (E) (E) (E) S R E V A K P RIC B W ( ) ) W ( H B ) W ( ) W ( (E) (E) (E) (E) (E) ) W ( ) W ( ) W ( ) W ( ) W ( (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) ) E ( ) E ( ) E ( ) E ( (E) OU (E) OU (E) (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU (E) (E) OU (E) OU (E) OU (E) OU (E) OU OU (E) OU (E) OU (E) U O OU OU (E) (E) OU (E) OU (E) OU (E) OU (E) U O U O U O OU (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU (E) OU OU 5' X 8' CONC SLAB U O U O 5' X 10' CONC SLAB U O U O U O U O U O U O U O U O U O U O U O U O ADDITION U O U O U O U O U O U O U O U O U O 8'- 4" X 14'-6" CONC SLAB U O U O U O U O U O E M O U D S A C 5' X 16' CONC SLAB NEW RETAINING WALL, TBD 0 4 5 1206 Quail Park Drive Austin, Texas 78758 Phone: (512) 960-0013 www.HutsonGallagher.com 9 1 0 2 / 8 0 1 / F R E N C H L E G A T I O N S T A T E H I S T O R I C S I T E P R E S E R V A T I O N & R E H A B I L I A T I O N 8 0 2 S a n M arc o s S tre et • A u stin, Te x a s 0 6 3 0 0 - 9 1 - 8 0 8 9 1 0 2 / 8 0 / 1 0 : E T A D 3 0 0 - 8 1 : O T N C E J O R P : P F R C H T : E M A N T E E H S : V E R N O - I T A I L I B A H E R N A L E P T I S : O N T E E H S 2 0 0 - A I I G D N E R K U R G A P F N O C E W R E N T C. 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HUTSON TX #15635 e v i r D k r a P l i a u Q 6 0 2 1 8 5 7 8 7 s a x e T , n i t s u A 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S N O I T I D D A R E T N E C R O T I S I V s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 SHEET NAME: SITE PLAN - VISITOR CENTER ADDITION SHEET NO: A-002 LEGEND 13'-4" EQ. BRICK PAVING - REUSE EXISTING BRICKS - ADDITIONAL BRICKS TO MATCH EXISTING BRICKS DECOMPOSED GRANITE EQ. MULCHED PLANTING BEDS 4' 541.75 18'-6" CONCRETE 20'-3" STEEL EDGING EXISTING TREES PROPOSED SHADE TREE (3" CALIPER) EXISTING CONTOUR 538.75 PROPOSED SPOT ELEVATION ANOVA MADISON 6' THERMORY CONTOUR BENCH 541 LIMESTONE RETAINING WALL +/- 24" HEIGHT, MATCH WALL @ WOOD DECK PROVIDE DRAINAGE SWALE BETWEEN BUILDING AND NEW WALL. REF. CIVIL 3'-10" LIMESTONE RETAINING WALL +/- 24" HEIGHT, MATCH WALL @ WOOD DECK (+/- 63LF) 7'-7" 76'-8" VISITOR'S CENTER 538.95 1% 538.95 538.66 538.64 11'-10" 538.95 2% 23'-9" D.S. 6'-0" 6'-0" 538.75 AREA DRAIN REF. CIVIL FOR SIZING RE-LOCATED POLE LIGHT REF. ARCH. FOR LIGHT TO RE-LOCATE 6'-3" 4'-0" BRICK PAVER SOLDIER COURSE (2) AREA DRAINS REF. CIVIL FOR SIZING 540 37' 8'-9" 39'-8" 35'-4" 3' 539 3'-7" 34'-9" EXISTING POLE LIGHT 2% CONCRETE PATIO (BROOM FINISH W/ SAW CUT SCORE LINES) 538.95 538.64 DECOMPOSED GRANITE (COMPACT & BIND) 1 4" X 4" MILD STEEL EDGE 17'-4" 5'-0" FFE 539 R E T N E C S R O T I S I V ' AWNING 538.9 1% 5% MAX. 2% 537 TW 537 536 BW 535.3 1% BW 537 These drawings and all copyright therin are the sole and exclusive property of Studio Balcones Landscape Architect & Urban Design. Reproduction or use of this drawing in whole or in part by any means in any way whatsoever without the prior written consent of Studio Balcones Landscape Architecture & Urban Design is strictly prohibited. S E N O C L A B O D U T S I M S I N A B R U + E R U T C E T H C R A E P A C S D N A L I I T E E R T S O N O T N A N A S 2 0 7 1 0 7 8 7 X T , N T S U A I m o c . s e n o c l a b o i d u t s . w w w 5 1 8 8 . 3 8 3 . 2 1 5 E C I F F O m o c . r e h g a l l a G n o s t u H w w w . e v i r D k r a P l i a u Q 6 0 2 1 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P 8 5 7 8 7 s a x e T , n i t s u A N O I T I D D A R E T N E C R O T I S I V N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 SHEET NAME: KITCHEN ADDITION SITE PLAN SHEET NO: L100 EXISTING POLE LIGHT 538.75 538.95 TW 537 BW 535 1 KITCHEN ADDITION SITE PLAN N 3/16" = 1'-0" NOTES: ALL TREES CONFLICTING WITH NEW ADDITION TO BE REMOVED 50% CONSTRUCTION DOCUMENTS GENERAL CONSTRUCTION NOTES REF. GEN SITE NOTES FOR EXCAVATION REQUIREMENTS ON SITE. COORDINATE ALL SUBGRADE PLUMBING, SITE DRAINAGE, ELECTRICAL, ALARM AND TELECOM REQUIREMENTS WITH OTHER TRADES AND CITY OF AUSTIN AND APPLICABLE UTILITY PROVIDER STANDARDS. ALL REQUIRED PERMITS FOR UTILITY WORK AND REQUIRED INSPECTIONS TO BE PAID BY THE CONTRACTOR. VERIFY FLOOR ELEVATIONS AND SITE GRADING PRIOR TO EXCAVATION. ALL EXTERRIOR TRIM AND SIDING AT ADDITION TO BE PAINTED. REFER TO FINISH SCHEDULE NOTES ON SHEET A-XXX FOR ADDITIONAL FINISH INFORMATION. ALL NEW DOOR AND WINDOW TRIM TO MATCH EXISTING. PROVIDE SAMPLES FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION. NEW WOOD SHALL BE POPLAR, CLEAR WHITE PINE OR APPROVED EQUAL FREE OF KNOTS. PROVIDE SOLID WOOD BLOCKING IN WALLS AS NEEDED TO INSTALL CABINETS AND MOUNT ACCESSORIES. SALVAGE AND RE-USE EXISTING WOOD SIDING AT VISITOR CENTER WHERE REMOVED FOR ADDITION. EXISTING AND NEW LOCATIONS OF SECURITY AND FIRE ALARM DEVICES ARE FOR REFERENCE ONLY CONFIRM EXACT LOCATIONS AND MOUNTING HEIGHTS W/ ARCHITECT DURING CONSTRUCTION. PROVIDE $2,500 ALLOWANCE FOR REPAIR OF ROTTED DECKING AND DORMER SIDING AT ROOF OF VISITOR CENTER. SIGNAGE: REFER TO SPECIFICATIONS AND DETAILS PROVIDED BY OWNER FOR NEW WAYFINDING AND ROOM IDENTIFICATION SIGNS. ALL SIGNAGE AND MOUNTING LOCATIONS SHALL COMPLY WITH TEXAS ACCESSIBILITY STANDARDS. A. B. C. D. E. F. G. H. I. G. B1/A-222 EXIST'G STONE WALL 21'-1" 14'-6" 12'-0" 47'-7" 12'-11" 5' X 8' CONC SLAB 105 EQ. EQ. 6'-5" SPLASH 5' X 11'-6" CONC SLAB " 8 - ' 1 108 " 8 - ' 1 102 A1/A-401 " 0 - ' 2 2 101 SITE MAINT. (OFFICE, STORAGE, WORKSHOP) " 7 - ' 2 " 1 - ' 5 VENDOR/DRY STORAGE 5'-2" 106 " 7 - ' 2 MOP SINK 107 JAN. CLO. (MOP SINK, EYE-WASH) 107a 2668 DOOR 104 PROGRAM STORAGE " 8 - ' 7 UNISEX #3 103 REF. DTL B1/A-400 109 " 4 - ' 8 STAGING KITCHEN 9'-7 1/4" HAND SINK 8'- 4" X 14'-6" CONC SLAB UGD UGD " 0 - ' 9 2 2 2 2 - A / 1 A ROOF DRAINS AT SOUTH SIDE OF ADDITION CONNECT TO UNDERGROUND DRAINAGE, (5) TYP - REF CIVIL DWGS " 0 - ' 7 " 0 1 - ' 3 UGD " 0 - ' 5 L L A W O T STARTING POINT OF LAYOUT ROOF DRAINS AT NORTH & EAST WALLS DRAIN TO SPLASHBLOCKS, (3) TYP SPLASH 5' X 8' CONC SLAB 110 SCULLERY FD C A V H MECH CLOSET PHONE /DATA. FREEZER (N.I.C.) SPLASH ELEC MDP 5'-10" REF'G (N.I.C.) ELEC CT PREP TABLE (N.I.C.) PREP FD SINK 4'-0" C.O. METER ELEC EXIST'G HVAC HVAC SPLASH D.S. HAND SINK SERVING INFILL EXIST'G WINDOW . Q E . Q E " 8 5 / 4 - ' 1 2 " 8 - ' 1 " 0 - ' 2 1 . F . I . V , ± " 2 / 1 8 - ' 7 1 2 2 - A / 1 A EQ. UNISEX #1 UNISEX #2 EQ. UGD 101 102 UGD OPEN PATIO REF. DTL A1/A-400 HI-LO DRINKING FOUNTAINS 5' X 16' CONC SLAB 21'-1" 14'-6" 37'-11" 2'-4" ELEC SECURITY MECH. ROOM " 2 / 1 - 7 HVAC R/A KEYPD B1/A-221 D.S. D.S. FLOOR PLAN - VISITOR CENTER ADDITION A1 SCALE: 1/4" = 1'-0" 50 % C O NSTR U CTIO N D O C U M ENTS REVIEW SET ONLY NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION CHRISTOPHER E. HUTSON TX #15635 e v i r D k r a P l i a u Q 6 0 2 1 8 5 7 8 7 s a x e T , n i t s u A 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S N O I T I D D A R E T N E C R O T I S I V s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 SHEET NAME: FLOOR PLAN - VISITOR CENTER ADDITION SHEET NO: A-121 DIMENSIONAL ASPHALT SHINGLES OVER SYNTHETIC UNDERLAYMENT (DIAMOND DECK OR APPROVED EQUAL) DS/UGD DS/UGD DS/UGD NEW ENTRY CANOPY REF. DETAIL X-XXX DS/UGD DS/UGD DS DS NEW GUTTERS TO MATCH EXISTING, TYP - PAINT COLOR TBD DS ADDITION NEW DOWNSPOUTS TO MATCH EXISTING - REF CIVIL DWGS FOR SUBGRADE DRAINAGE, (5) TYP PROVIDE FLAT, SMOOTH & LEVEL TRANSITION BETWEEN NEW & EXISTING ROOF DECKING REMOVE EXIST'G WOOD SHINGLE ROOF AND INSTALL NEW UNDERLAYMENT / DIMENSIONAL ASPHALT SHINGLES VISITOR CENTER NEW ENTRY CANOPY REF. DETAIL X-XXX ROOF PLAN - VISITOR CENTER ADDITION A2 SCALE: 1/4" = 1'-0" 50 % C O NSTR U CTIO N D O C U M ENTS REVIEW SET ONLY NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION CHRISTOPHER E. HUTSON TX #15635 e v i r D k r a P l i a u Q 6 0 2 1 8 5 7 8 7 s a x e T , n i t s u A 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S N O I T I D D A R E T N E C R O T I S I V s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 SHEET NAME: ROOF PLAN - VISITOR CENTER ADDITION SHEET NO: A-122  SITE MAINT. GYP. CLG. PROGRAM STORAGE GYP. CLG. VENDOR/ DRY STO. GYP. CLG. MOP SINK JAN. CLO. GYP. CLG. UNISEX #3 GYP. CLG. UNISEX #1 GYP. CLG. UNISEX #2 GYP. CLG. OPEN PATIO STAGING KITCHEN GYP. CLG. 3-COMP SINK SCULLERY GYP. CLG. HAND SINK FREEZER C A V H MECH CLOSET ELEC MDP ELEC CT METER PREP TABLE PREP REF'G 4'-0" C.O. SINK HAND SINK ELEC OPTION 1 SERVING GYP. CLG. EXIST'G HVAC HVAC D.S. ICE ELEC OPTION 2 ELEC SECURITY MECH. ROOM HVAC R/A KEYPD " 2 / 1 - 7 EXPOSED CLG/FLR JSTS MUSEUM ADMIN AREA EXPOSED CLG/FLR JSTS WORK IN VISITOR CENTER N.I.C. EXCEPT AS NOTED D.S. D.S. REFLECTED CEILING PLAN - VISITOR CENTER AND ADDITION A1 SCALE: 1/4" = 1'-0" 50 % C O NSTR U CTIO N D O C U M ENTS REVIEW SET ONLY NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION CHRISTOPHER E. HUTSON TX #15635 e v i r D k r a P l i a u Q 6 0 2 1 8 5 7 8 7 s a x e T , n i t s u A 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S N O I T I D D A R E T N E C R O T I S I V s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 SHEET NAME: REFLECTED CEILING PLAN - VISITOR CENTER & ADDITION SHEET NO: A-141 12 12 12 12 MATCH ROOF PITCH OF EXISTING CARRIAGE HOUSE, V.I.F. 501 18'-11" A.F.F. T/ ROOF 16'-6" A.F.F. T/ ROOF 8'-0" A.F.F. B/ CLG JOIST STONE WALL (BEYOND) APPROXIMATE LINE OF EXCAVATION NEAR NORTH PROPERTY LINE (STONE WALL) 0'-0" (539.0' MSL) @ F.F. 23'-0"±, V.I.F. T/ EXISTING ROOF 8'-9"±, V.I.F. SECOND FLR 8'-0" A.F.F. B/ CLG JOIST 0'-0" (539.0' MSL) @ F.F. EXTERIOR SOUTH ELEVATION - VISITOR CENTER ADDITION B1 SCALE: 1/4" = 1'-0" DOWNSPOUTS TO CONNECT TO NEW U.G. DRAIN LINE, (5) TYP - REF. CIVIL REMOVE EXIST'G WOOD SHINGLE ROOF AND INSTALL NEW UNDERLAYMENT / DIMENSIONAL ASPHALT SHINGLES NEW GUTTER AND DOWNSPOUTS - TYP. AT EXIST'G BLDG 501 502 401 402 403 FLASHING NEW ENTRY CANOPY REF. DETAIL X-XXX 402402 METER ELEC MDP ELEC CT 23'-0"± A.F.F., V.I.F. T/ EXISTING ROOF 14'-5" A.F.F. T/ ROOF 8'-8" A.F.F. B/ CEILING BOARDS 7'-9 -3/4" A.F.F. B/ BEAM 18'-11" A.F.F. T/ ROOF (BEYOND) 14'-5" A.F.F. T/ ROOF DIMENSIONAL ASPHALT SHINGLES OVER SYNTHETIC UNDERLAYMENT (DIAMOND DECK OR APPROVED EQUAL) MATCH EXIST'G CROWN MOULD AT VISITOR CENTER 5/16" HARDIPLANK SMOOTH LAP SIDING MATCH EXPOSURE AT VISITOR CENTER - PAINT COLOR TBD APPROXIMATE LINE OF EXCAVATION AT NEW EAST ADDITION WALL GENERAL CONSTRUCTION NOTES REF. GEN SITE NOTES FOR EXCAVATION REQUIREMENTS ON SITE. COORDINATE ALL SUBGRADE PLUMBING, SITE DRAINAGE, ELECTRICAL, ALARM AND TELECOM REQUIREMENTS WITH OTHER TRADES AND CITY OF AUSTIN AND APPLICABLE UTILITY PROVIDER STANDARDS. ALL REQUIRED PERMITS FOR UTILITY WORK AND REQUIRED INSPECTIONS TO BE PAID BY THE CONTRACTOR. VERIFY FLOOR ELEVATIONS AND SITE GRADING PRIOR TO EXCAVATION. ALL EXTERRIOR TRIM AND SIDING AT ADDITION TO BE PAINTED. REFER TO FINISH SCHEDULE NOTES ON SHEET A-XXX FOR ADDITIONAL FINISH INFORMATION. ALL NEW DOOR AND WINDOW TRIM TO MATCH EXISTING. PROVIDE SAMPLES FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION. NEW WOOD SHALL BE POPLAR, CLEAR WHITE PINE OR APPROVED EQUAL FREE OF KNOTS. PROVIDE SOLID WOOD BLOCKING IN WALLS AS NEEDED TO INSTALL CABINETS AND MOUNT ACCESSORIES. SALVAGE AND RE-USE EXISTING WOOD SIDING AT VISITOR CENTER WHERE REMOVED FOR ADDITION. EXISTING AND NEW LOCATIONS OF SECURITY AND FIRE ALARM DEVICES ARE FOR REFERENCE ONLY CONFIRM EXACT LOCATIONS AND MOUNTING HEIGHTS W/ ARCHITECT DURING CONSTRUCTION. PROVIDE $2,500 ALLOWANCE FOR REPAIR OF ROTTED DECKING AND DORMER SIDING AT ROOF OF VISITOR CENTER. SIGNAGE: REFER TO SPECIFICATIONS AND DETAILS PROVIDED BY OWNER FOR NEW WAYFINDING AND ROOM IDENTIFICATION SIGNS. ALL SIGNAGE AND MOUNTING LOCATIONS SHALL COMPLY WITH TEXAS ACCESSIBILITY STANDARDS. A. B. C. D. E. F. G. H. I. G. REVIEW SET ONLY NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION CHRISTOPHER E. HUTSON TX #15635 e v i r D k r a P l i a u Q 6 0 2 1 8 5 7 8 7 s a x e T , n i t s u A 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S N O I T I D D A R E T N E C R O T I S I V s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 SHEET NAME: EAST/SOUTH ELEV - VISITOR CENTER ADDITION SHEET NO: A-221 A1 EXTERIOR EAST ELEVATION - VISITOR CENTER ADDITION SCALE: 1/4" = 1'-0" 50 % C O NSTR U CTIO N D O C U M ENTS GENERAL CONSTRUCTION NOTES REF. GEN SITE NOTES FOR EXCAVATION REQUIREMENTS ON SITE. COORDINATE ALL SUBGRADE PLUMBING, SITE DRAINAGE, ELECTRICAL, ALARM AND TELECOM REQUIREMENTS WITH OTHER TRADES AND CITY OF AUSTIN AND APPLICABLE UTILITY PROVIDER STANDARDS. ALL REQUIRED PERMITS FOR UTILITY WORK AND REQUIRED INSPECTIONS TO BE PAID BY THE CONTRACTOR. VERIFY FLOOR ELEVATIONS AND SITE GRADING PRIOR TO EXCAVATION. ALL EXTERRIOR TRIM AND SIDING AT ADDITION TO BE PAINTED. REFER TO FINISH SCHEDULE NOTES ON SHEET A-XXX FOR ADDITIONAL FINISH INFORMATION. ALL NEW DOOR AND WINDOW TRIM TO MATCH EXISTING. PROVIDE SAMPLES FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION. NEW WOOD SHALL BE POPLAR, CLEAR WHITE PINE OR APPROVED EQUAL FREE OF KNOTS. PROVIDE SOLID WOOD BLOCKING IN WALLS AS NEEDED TO INSTALL CABINETS AND MOUNT ACCESSORIES. SALVAGE AND RE-USE EXISTING WOOD SIDING AT VISITOR CENTER WHERE REMOVED FOR ADDITION. EXISTING AND NEW LOCATIONS OF SECURITY AND FIRE ALARM DEVICES ARE FOR REFERENCE ONLY CONFIRM EXACT LOCATIONS AND MOUNTING HEIGHTS W/ ARCHITECT DURING CONSTRUCTION. PROVIDE $2,500 ALLOWANCE FOR REPAIR OF ROTTED DECKING AND DORMER SIDING AT ROOF OF VISITOR CENTER. SIGNAGE: REFER TO SPECIFICATIONS AND DETAILS PROVIDED BY OWNER FOR NEW WAYFINDING AND ROOM IDENTIFICATION SIGNS. ALL SIGNAGE AND MOUNTING LOCATIONS SHALL COMPLY WITH TEXAS ACCESSIBILITY STANDARDS. A. B. C. D. E. F. G. H. I. G. 12 12 18'-11" A.F.F. T/ ROOF 8'-0" A.F.F. B/ CLG JOIST APPROXIMATE LINE OF EXCAVATION NEAR NORTH PROPERTY LINE (STONE WALL) NEW RETAINING WALL 14'-5" A.F.F. T/ ROOF RELOCATE PHOTOCELL (VERIFY LOC.) 503 404 0'-0" (539.0' MSL) @ F.F. EXTERIOR NORTH ELEVATION - VISITOR CENTER ADDITION B1 SCALE: 1/4" = 1'-0" DIMENSIONAL ASPHALT DIMENSIONAL ASPHALT SHINGLES OVER SYNTHETIC SHINGLES OVER SYNTHETIC UNDERLAYMENT (DIAMOND UNDERLAYMENT (DIAMOND DECK OR APPROVED EQUAL) DECK OR APPROVED EQUAL) MATCH EXIST'G CROWN MATCH EXIST'G CROWN MOULD AT VISITOR CENTER MOULD AT VISITOR CENTER 5/16" HARDIPLANK SMOOTH LAP 5/16" HARDIPLANK SMOOTH LAP SIDING MATCH EXPOSURE AT SIDING MATCH EXPOSURE AT VISITOR CENTER - PAINT COLOR TBD VISITOR CENTER - PAINT COLOR TBD APPROXIMATE LINE OF EXCAVATION BEGINNING AT NORTH PROPERTY LINE (STONE WALL) EXISTING STONE WALL NEW STONE RETAINING WALL TO SHORE UP EXISTING WALL PROVIDE SWALE FOR POSITIVE DRAINAGE REMOVE EXIST'G WOOD SHINGLE ROOF AND INSTALL NEW UNDERLAYMENT / DIMENSIONAL ASPHALT SHINGLES RE-PAINT VENTS (TYP) 504 505 9'- 4 1/2" T/ STAGE NEW ENTRY CANOPY REF. DETAIL X-XXX 403b 404 405 406 DOWNSPOUTS TO CONNECT TO NEW U.G. DRAIN LINE, (5) TYP. - REF. CIVIL + 8'-9" A.F.F. SECOND FLR. 8'-8" A.F.F. B/ CLG. BOARDS 7'-9 -3/4" A.F.F. B/ BEAM 0'-0" (539.0' MSL) @ F.F. EXTERIOR WEST ELEVATION - VISITOR CENTER ADDITION A1 SCALE: 1/4" = 1'-0" 50 % C O NSTR U CTIO N D O C U M ENTS REVIEW SET ONLY NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION CHRISTOPHER E. HUTSON TX #15635 e v i r D k r a P l i a u Q 6 0 2 1 8 5 7 8 7 s a x e T , n i t s u A 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S N O I T I D D A R E T N E C R O T I S I V s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 SHEET NAME: WEST/NORTH ELEV - VISITOR CENTER ADDITION SHEET NO: A-222 1. 2. PROVIDE SOLID BLOCKING BEHIND ALL WALLS TO ALLOW MOUNTING OF TOILET ACCESSORIES. LOCATIONS AND HEIGHTS FOR ALL ACCESSORIES SHALL COMPLY WITH TEXAS ACCESSIBILITY STANDARDS 2012 EDITION. TOILET ACCESSORIES SCHEDULE MARK TYPE MANUF/MODEL SOAP DISPENSER BOBRICK B-2111 OR APPROVED EQUAL A B C D E F G H PAPER TOWEL DISP. & WASTE RECEPT. BOBRICK B-3944 (SEMI-RECESSED) OR APPROVED EQUAL MIRROR BOBRICK B-165 (18" x 36") OR APPROVED EQUAL GRAB BAR - 36" BOBRICK B-6806X36 (CONCEALED MOUNTING) GRAB BAR - 42" BOBRICK B-6806X42 (CONCEALED MOUNTING) TOILET PAPER DISP. BOBRICK B-3944 OR APPROVED EQUAL TOILET SEAT COVER DISP. BOBRICK B-221 OR APPROVED EQUAL (VERIFY LOCATION) DIAPER CHANGE BOBRICK KB-200-SS OR APPROVED EQUAL LIGHT FIXT. - CENTER OVER LAV. - REF. ELEC. C A 1'-6" 6" " 0 - ' 8 6" TILE WAINSCOT - REF. FINISH SCHED . X A M " 0 1 - ' 2 LAV D . F U N A M R E P TLT " 0 - ' 3 E 9" F " 0 - ' 2 E " 0 - ' 4 1'-0" MIN. B PLUMBING WALL SIDE WALL OPPOSITE WALL (RESTROOM #2 & #3 REVERSED) (RESTROOM #2 & #3 REVERSED) (RESTROOM #2 & #3 REVERSED) RESTROOM INTERIOR ELEVATIONS A2 SCALE: 1/2" = 1'-0" B2 NOT USED SCALE: 1/2" = 1'-0" 6'-5" 2668 DOOR 1'-8" SERVICE DOOR IS FOR MAINTENANCE ACCESS ONLY DURING PERIODS WHEN RESTROOM IS UNOCCUPIED UNISEX RESTROOM #3 103 " 8 - ' 2 ± " 2 / 1 8 - ' 7 1 2 1 - A N A L P R E P PER PLAN A-121 " 6 - ' 6 A2/A-400 0 0 4 - A 2 A / UNISEX RESTROOM #1 2'-8" A2/A-400 30" X 48" CLEAR SPACE, TYP. 5' TURNING CIRCLE, TYP. UNISEX RESTROOM #2 2'-8" 56" X 60" CLEAR SPACE, TYP. . F . I . V ± " 3 - ' 8 1 2 1 - A N A L P R E P 2'-1 1/2" 2'-1 1/2" 101 102 HI-LO DRINKING FOUNTAINS 7'-4" 7'-4" A1 ENLARGED PLAN - RESTROOMS & FOUNTAIN SCALE: 1/2" = 1'-0" B1 B1 ENLARGED PLAN - PASS-THROUGH AT ADDITION ENLARGED PLAN - PASS-THROUGH AT ADDITION SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" ALIGN WALLS NEW 4'-0" X 6'-8" CASED OPENING IN EXISTING WALL. REFER TO STRUCT DWGS FOR TEMPORARY SHORING AND WALL FRAMING REPAIR REMOVE EXISTING WINDOW & INFILL OPENING - PATCH/ REPAIR INTERIOR & EXTERIOR FINISHES TO MATCH ADJACENT - STAGGER JOINTS AT EXTERIOR SIDING PER PLAN 1'-6" 4'-0" REMOVE INTERIOR PARTITION (SHOWN DASHED) AND PATCH/ REPAIR EXIST'G WALL - FINISHES TO MATCH ADJACENT SURFACE NEW CONSTRUCTION TO MATCH ADJACENT EXISTING, TYP. 50 % C O NSTR U CTIO N D O C U M ENTS REVIEW SET ONLY NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION CHRISTOPHER E. HUTSON TX #15635 e v i r D k r a P l i a u Q 6 0 2 1 8 5 7 8 7 s a x e T , n i t s u A 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S N O I T I D D A R E T N E C R O T I S I V s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 SHEET NAME: ENLARGED PLANS, ELEVATION & DETAILS SHEET NO: A-400 A3 NOT USED SCALE: 3" = 1'-0" B3 NOT USED SCALE: 3" = 1'-0" C3 SECTION DETAIL @ TOP OF EXTERIOR WALL SCALE: 3" = 1'-0" 12 12 ROOF JOISTS REF. STRUCT. 15/32 PWD ROOF SHEATHING VERIFY VENTING DIMENSIONAL ASPHALT SHINGLES OVER SYNTHETIC UNDERLAYMENT (DIAMOND DECK OR APPROVED EQUAL) R-30 UN-FACED FIBERGLASS INSUL. REF. DTL C3/A-401 2 x 6 STUDS @ 16" O.C. W/ R-21 UN-FACED FIBERGLASS INSULATION NEW 15/32" PLYWOOD SHEATHING. " 0 - ' 8 NEW WINDOW, T.B.D. REF. DTL C2/A-401 CLG JOISTS- REF. STRUCT. 1/2" GYP. BD CEILING REF. FINISH SCHED. FOR FLOOR & BASE WATER RESISTIVE BARRIER (TYVEK COMMERCIAL WRAP OR APPROVED EQUAL) 5/16" HARDIPLANK SMOOTH LAP SIDING MATCH EXPOSURE AT VISITOR CENTER REF. DTL C1/A-401 539.0' T.O.C. NEW CONTINUOUS CONC. FOOTING - REF. STRUCT. FOR DETAILS B2 NOT USED SCALE: 3" = 1'-0" SECTION DETAIL @ WINDOW SILL C2 SCALE: 3" = 1'-0" R-30 UN-FACED FIBERGLASS INSUL. CLG JOISTS- REF. STRUCT. 1/2" GYP. BD CEILING REF. STRUCT FOR CONNECTION MATCH EXIST'G CROWN MOULD AT VISITOR CENTER 2 x 6 STUDS @ 16" O.C. W/ R-21 UN-FACED FIBERGLASS INSULATION NEW WINDOW - T.B.D. SLOPED WD. WINDOW SILL W/ DRIP EDGE TYP. APPLY SELF-ADHERED "MOISTOP" MEMBRANE AT ALL WINDOW SILL/ JAMB/ HEAD LOCATIONS. OVERLAP TYVEK 9" MIN. INSTALL PER MANUFACTURER'S INSTALLATION RECOMMENDATION, TYP. 5/16" HARDIPLANK SMOOTH LAP SIDING MATCH EXPOSURE AT VISITOR CENTER WATER RESISTIVE BARRIER (TYVEK COMMERCIAL WRAP OR APPROVED EQUAL) NEW 15/32" PLYWOOD SHEATHING. R-30 UN-FACED FIBERGLASS INSUL. REF. FINISH SCHED. FOR FLOOR & BASE 2 x 6 TRTD SILL OVER SILL GASKET ANCHORS PER STRUCT. GRADE NEW CONC. SLAB - REF. STRUCT. FOR DETAILS PROVIDE MOISTURE BARRIER REVIEW SET ONLY NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION CHRISTOPHER E. HUTSON TX #15635 e v i r D k r a P l i a u Q 6 0 2 1 8 5 7 8 7 s a x e T , n i t s u A 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S N O I T I D D A R E T N E C R O T I S I V s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 SHEET NAME: SECTIONS & DETAILS SHEET NO: A-401 A1 SECTION - TYPICAL EXTERIOR WALL SCALE: 3/4" = 1'-0" B1 SECTION - NOT USED SCALE: 3/4" = 1'-0" SECTION DETAIL @ BASE OF EXTERIOR WALL C1 SCALE: 3" = 1'-0" 50 % C O NSTR U CTIO N D O C U M ENTS ROOM FINISH SCHEDULE NEW MATERIAL FINISH EXISTING MATERIAL FINISH NOTES FLOOR BASE CROWN CEILING WALLS REMARKS D E N A T S I . C N O C D E L A E S . C N O C E L I T Y X O P E D O O W R E B B U R Y X O P E E L I T D O O W E N O N D O O W . D B . P Y G E N O N D O O W . D B . P Y G ? P R F E L I T TILE WAINSCOT TO 4'-0" AFF OVER W.R. GYP TILE WAINSCOT TO 4'-0" AFF OVER W.R. GYP TILE WAINSCOT TO 4'-0" AFF OVER W.R. GYP WALL MATERIAL - TBD WALL MATERIAL - TBD WALL MATERIAL - TBD NEW 3/4" PLYWOOD AT PANEL LOCATION EXIST'G FINISHES SPECIFIED PREVIOUSLY 1. 3. 4. 5. 6. 7. 8. 9. REFER TO SHEET A-001 REGARDING HAZARDOUS MATERIALS AT EXISTING BUILDING, INCLUDING LEAD AND ASBESTOS. ASSUME ALL HISTORIC BUILDING MATERAILS CONTAIN LEAD PAINT AND TAKE APPROPRIATE PRECAUTIONS TO PROTECT WORKERS AND BUILDING OCCUPANTS DURING DEMOLITION AND CONSTRUCTION. 2. EXTERIOR PAINTING: ALL EXTERIOR TRIM AND HARDIE PLANK SIDING TO BE PRIMED AND PAINTED PER SPECIFICATIONS. SEAL ALL OPEN JOINTS AND CLEAN SIDING TO REMOVE DIRT PRIOR TO PAINTING. INTERIOR PAINTING: ALL INTERIOR WALLS AND CEILINGS TO BE PRIMED AND PAINTED UNLESS NOTED OTHERWISE. TEXTURE TO BE 'ORANGE-PEEL' OR APPROVED EQUAL. ALL PAINT COLORS TO BE SELECTED BY ARCHITECT BASD ON SHERWIN WILLIAMS PRODUCTS. PROVIDE PAINT COLOR MOCK-UP FOR OWNER AND ARCHITECT REVIEW. ALL ELECTRICAL, TELEPHONE, FIRE ALARM AND SECURITY CONDUIT SHALL BE RUN CONCEALED EXCEPT IN MECHANICAL/ELECTRICAL CLOSET ALL A/C SUPPLY AND RETURN DUCTS AND GRILLES TO BE FIELD PAINTED. COLOR TO BE SELECTED BY ARCHITECT. REFER TO SPECIFICATION SECTION "COATINGS" FOR DETAILS. COORDINATE LOCATIONS OF ACCESS PANELS WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. STAINED CONCRETE FINISH TO MATCH VISITOR CENTER BASED ON APPROVED MOCK-UP. EPOXY FLOOR SYSTEM IN KITCHEN TO BE EVERLAST EPOXY OR APPROVED EQUAL SEAMLESS SLIP-RESISTANT FINISH. PROVIDE COLOR SAMPLES FOR SELECTION. R E B M U N M O O R X X X X X X X X X X X X ROOM NAME VISITOR CENTER ADDITION UNISEX RESTROOM #1 UNISEX RESTROOM #2 UNISEX RESTROOM #3 PROGRAM STORAGE SITE MAINT. OFFICE JAN. CLOSET VENDOR STORAGE KITCHEN - STAGING KITCHEN - SCULLERY KITCHEN - PREP MECH. CLOSET SERVING WINDOW SCHEDULE VISITOR CENTER WINDOW NUMBER FILM TYPE ELEV SIZE 101 102 E E C C 3'-2 3/4"x 4'-0" CLEAR UV / IR T.B.D. 3'-2 3/4"x 4'-0" CLEAR UV / IR T.B.D. T.B.D. T.B.D. OPERABLE / FIXED REMARKS 1. WINDOW FILM: AFTER COMPLETION OF ALL REPAIRS AND PAINTING, INSTALL CLEAR PROTECTIVE UV FILM AT EACH WDW PER SPECS. WINDOW NOTES 2. T.B.D. 3. T.B.D. 4. T.B.D. 2. T.B.D. 3. T.B.D. 4. T.B.D. 5. T.B.D. 6. T.B.D. DOOR NOTES 1. REFER TO SPECIFICATIONS FOR NEW STEEL DOORS AT RESTROOMS. DOOR SCHEDULE VISITOR CENTER DOOR NUMBER ROOM TYPE SIZE THICK FILM REMARKS F F F F F F F F F F F Uni #1 Uni #2 Uni #3 Program SiteMnt DryStr Jan Jan Staging Staging Mech 101 102 103 104 105 106 107 107a 108 109 110 3'-0"x 6'-8" 3'-0"x 6'-8" 3'-0"x 6'-8" 3'-0"x 6'-8" 6'-0"x 6'-8" 3'-0"x 7'-0" 3'-0"x 6'-8" 2'-6"x 6'-8" 3'-0"x 6'-8" 3'-0"x 6'-8" 6'-0"x 6'-8" NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NEW 2-PANEL INSULATED METAL DOOR NEW 2-PANEL INSULATED METAL DOOR NEW 2-PANEL INSULATED METAL DOOR NEW 2-PANEL INSULATED METAL DOOR NEW 2-PANEL INSULATED METAL DOOR NEW 2-PANEL INSULATED METAL DOOR NEW 2-PANEL INSULATED METAL DOOR NEW 2-PANEL INSULATED METAL DOOR NEW 2-PANEL INSULATED METAL DOOR NEW 2-PANEL INSULATED METAL DOOR NEW 2-PANEL INSULATED METAL DOOR TYPE C T.B.D. TYPE F REVIEW SET ONLY NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION CHRISTOPHER E. HUTSON TX #15635 e v i r D k r a P l i a u Q 6 0 2 1 8 5 7 8 7 s a x e T , n i t s u A 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S N O I T I D D A R E T N E C R O T I S I V s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 SHEET NAME: ROOM, WINDOW & DOOR SCHEDULES SHEET NO: A-620 50 % C O NSTR U CTIO N D O C U M ENTS PANTRY SCULLERY STAGING KITCHEN PREP SERVING " 2 / 1 - 7 HVAC R/A KEYPD Kitchen Equipment Floor Plan FS-1 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 SHEET NAME: KITCHEN EQUIPMENT FLOOR PLAN SHEET NO: FS-1 PANTRY STAGING KITCHEN SCULLERY PANTRY SCULLERY STAGING KITCHEN PREP SERVING " 2 / 1 - 7 HVAC PREP SERVING " 2 / 1 - 7 HVAC Kitchen Plumbing Rough-in Plan FS-2 Kitchen Electrical Rough-in Plan FS-2A PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 SHEET NAME: KITCHEN ROUGH-IN PLANS SHEET NO: FS-2 COORDINATION CODES & REFERENCED REPORTS SUBMITTALS CAST-IN-PLACE CONCRETE A. SHOP DRAWINGS SHALL BE PREPARED FOR ALL STRUCTURAL ITEMS A. CLASSES OF CONCRETE A. THE CONTRACTOR SHALL COMPARE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER SERIES DRAWINGS AND REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS PRIOR TO FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS. B. ONLY LARGER SLEEVE OPENINGS AND FRAMED OPENINGS IN STRUCTURAL FRAMING COMPONENT MEMBERS ARE INDICATED ON THE STRUCTURAL DRAWINGS. HOWEVER, ALL SLEEVES, INSERTS AND OPENINGS, INCLUDING FRAMES AND/OR SLEEVES SHALL BE PROVIDED FOR PASSAGE, PROVISION AND/OR INCORPORATION OF THE WORK OF THE CONTRACT, INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING WORK. THIS WORK SHALL INCLUDE THE COORDINATION OF SIZES, ALIGNMENT, DIMENSIONS, POSITION, LOCATIONS, ELEVATIONS AND GRADES AS REQUIRED TO SERVE THE INTENDED PURPOSE. OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS, BUT REQUIRED AS NOTED ABOVE, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. C. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR FLOOR ELEVATIONS, SLOPES, DRAINS AND LOCATION OF DEPRESSED AND ELEVATED FLOOR AREAS. D. COMPATIBILITY OF THE STRUCTURE AND PROVISIONS FOR BUILDING EQUIPMENT SUPPORTED ON OR FROM STRUCTURAL COMPONENTS SHALL BE VERIFIED AS TO SIZE, DIMENSIONS, CLEARANCES, ACCESSIBILITY, WEIGHTS AND REACTION WITH THE EQUIPMENT FOR WHICH THE STRUCTURE HAS BEEN DESIGNED PRIOR TO SUBMISSION OF SHOP DRAWINGS AND DATA FOR EACH PIECE OF EQUIPMENT AND FOR STRUCTURAL COMPONENTS. DIFFERENCES SHALL BE NOTED ON THE SUBMITTALS. E. SHOP DRAWINGS SHALL BE PREPARED FOR ALL STRUCTURAL ITEMS AND SUBMITTED FOR REVIEW BY THE ENGINEER. STRUCTURAL DRAWINGS SHALL NOT BE REPRODUCED AND USED AS SHOP DRAWINGS. ALL ITEMS DEVIATING FROM THE STRUCTURAL DRAWINGS OR FROM PREVIOUSLY SUBMITTED SHOP DRAWINGS SHALL BE CLOUDED. F. THE DETAILS DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THE STRUCTURAL DRAWINGS IN ALL AREAS WHERE CONDITIONS ARE SIMILAR TO THOSE DESCRIBED IN THE DETAILS. G. ALL DIMENSIONS AND CONDITIONS OF EXISTING CONSTRUCTION SHALL BE VERIFIED AT THE JOB SITE PRIOR TO THE PREPARATION OF SHOP DRAWINGS. DIFFERENCES BETWEEN EXISTING CONSTRUCTION AND THAT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE REFERRED TO THE ARCHITECT. DIFFERENCES SHALL ALSO BE CLOUDED ON THE SHOP DRAWINGS. H. ALL STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED BY THE ENGINEER TO RESIST THE REQUIRED CODE VERTICAL AND LATERAL FORCES THAT COULD OCCUR IN THE FINAL COMPLETED STRUCTURE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL REQUIRED BRACING DURING CONSTRUCTION TO MAINTAIN THE STABILITY AND SAFETY OF ALL STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PROCESS UNTIL THE LATERAL-LOAD RESISTING OR STABILITY-PROVIDING SYSTEM IS COMPLETELY INSTALLED AND THE STRUCTURE IS COMPLETELY TIED TOGETHER. TEMPORARY SUPPORTS SHALL NOT RESULT IN THE OVERSTRESS OR DAMAGE OF THE ELEMENTS TO BE BRACED NOR ANY ELEMENTS USED AS BRACE SUPPORTS. I. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR AND THEIR SUB-CONTRACTORS SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCES AND SAFETY MEASURES INCLUDING, BUT NOT LIMITED TO, ADHERENCES TO ALL OSHA GUIDELINES. THE ENGINEER SHALL NOT HAVE CONTROL OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR ANY OTHER PERSON PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THESE PERSONS TO CARRY OUT THE WORK IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. J. WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE STRUCTURAL CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES, AND SPECIFICATIONS, THE STRICTEST REQUIREMENTS, AS INDICATED BY THE ENGINEER, SHALL GOVERN. K. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF TSEN ENGINEERING IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK IS PROCEEDING IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION IS NOT INTENDED TO BE A CHECK OF THE QUALITY OR QUANTITY OF THE WORK, BUT RATHER A PERIODIC CHECK IN AN EFFORT TO INFORM THE OWNER AGAINST DEFECTS AND DEFICIENCIES IN THE WORK OF THE CONTRACTOR. SUBSTITUTIONS A. ALL REQUESTS FOR SUBSTITUTIONS OF MATERIALS OR DETAILS SHOWN IN THE STRUCTURAL CONTRACT DOCUMENTS SHALL BE SUBMITTED FOR APPROVAL DURING THE BIDDING PERIOD. B. ONCE BIDS ARE ACCEPTED, PROPOSED SUBSTITUTIONS WILL BE CONSIDERED ONLY WHEN THEY ARE OFFICIALLY SUBMITTED WITH AN IDENTIFIED SAVINGS OR DURATION TO BE DEDUCTED FROM THE CONTRACT AND/OR SCHEDULE IMPACT. SUBMITTALS NOT SATISFYING THE ABOVE CRITERIA WILL NOT BE CONSIDERED. A. THE GENERAL BUILDING CODE(S) USED AS THE BASIS FOR THE STRUCTURAL DESIGN ARE AS FOLLOWS: INTERNATIONAL BUILDING CODE, 2015 EDITION INTERNATIONAL EXISTING BUILDING CODE, 2015 EDITION 1. 2. NOTES: a. SEE "DESIGN LOADS" ON THIS SHEET FOR WIND DESIGN PROVISIONS FOR EACH CODE. WHERE PROVISIONS CONFLICT BETWEEN THE CODES LISTED ABOVE, THE MORE STRINGENT PROVISIONS ARE REQUIRED AND SHALL BE INCORPORATED HEREIN. B. STRUCTURAL CONCRETE: BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE, ACI 318, AS REFERENCED BY THE GENERAL BUILDING CODE. C. WOOD FRAMING: NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION WITH SUPPLEMENT, NATIONAL FOREST AND PAPER PRODUCTS ASSOCIATION, AS REFERENCED BY THE GENERAL BUILDING CODE. D. STRUCTURAL PLYWOOD: PLYWOOD DESIGN SPECIFICATION, AMERICAN PLYWOOD ASSOCIATION, AS REFERENCED BY THE GENERAL BUILDING CODE. E. PREFABRICATED METAL PLATE CONNECTED WOOD TRUSSES: DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1. F. GEOTECHNICAL : FORTHCOMING REPORT DESIGN LOADS A. DEAD LOADS INCLUDE THE SELF-WEIGHT OF THE STRUCTURAL ELEMENTS AND THE FOLLOWING SUPERIMPOSED LOADS: 1. CEILING AND MECHANICAL AT ROOF 2. CEILING AND MECHANICAL AT FLOORS 3. ROOFING AND RIGID INSULATION B. LIVE LOADS OCCUPANCY OR USE UNIFORM CONCENTRATED 1. "PARTITIONS AT AREAS WITH LIVE LOAD OF 80 PSF OR LESS" 2. DINING AREA 3. OFFICE BUILDINGS 4. RESTROOMS 5. ROOF - REDUCED (SEE LIVE LOAD REDUCTION NOTES) 6. STAIRS AND EXITS (psf) 15 100 50 60 16 100 10 PSF 5 PSF 8 PSF (lbs.) N/A N/A 2000 2000 N/A 300 1. GROUND SNOW LOAD, Pg 5 PSF C. SNOW LOADS D. WIND LOADS 1. WIND LATERAL LOAD ON STRUCTURAL FRAME IS BASED ON ASCE 7-10 USING THE FOLLOWING: BASIC WIND SPEED (ULTIMATE) EXPOSURE INTERNAL PRESSURE COEFFICIENT, Gcpi a. b. c. d. RISK CATEGORY 115 MPH C +/-0.18 II 2. COMPONENTS AND CLADDING WIND PRESSURES: SURFACE (PSF) ZONE AREA At (ft2) EXTERIOR WALLS INTERIOR AND EDGE INTERIOR EDGE 10 OR LESS 10 OR LESS 10 OR LESS +30.5 -33.1 -40.7 +22.9 -25.4 -25.4 -33.4 -56.0 -84.2 -30.5 -36.2 -36.2 INTERIOR AND EDGE INTERI... EDGE 500 OR GREATER 500 OR GREATER 500 OR GREATER INTERIOR EDGES CORNERS INTERIOR EDGES CORNERS 10 OR LESS 10 OR LESS 10 OR LESS 100 OR GREATER 100 OR GREATER 100 OR GREATER PRESSURES FOR TRIBUTARY AREAS IN BETWEEN THE LISTED VALUES MAY BE LINEARLY INTERPOLATED. NEGATIVE VALUE SIGNIFIES PRESSURE ACTING AWAY FROM THE SURFACE (SUCTION). EDGE AND CORNER ZONE DISTANCES SHALL BE DETERMINED IN ACCORDANCE WITH REFERENCED STANDARD. PRESSURES ON PARAPETS SHALL BE DETERMINED BY COMBINING POSITIVE AND NEGATIVE WALL PRESSURES OR WALL AND ROOF PRESSURES LISTED ABOVE IN ACCORDANCE WITH THE REFERENCED STANDARD. PRESSURES ARE FOR GROSS UPLIFT CONDITIONS. REFER TO ROOF PLAN(S) FOR NET UPLIFT VALUES FOR DESIGN OF JOISTS, JOIST GIRDERS, AND BRIDGING. ROOF - - - - * G. MECHANICAL/KITCHEN EQUIPMENT LOADS 1. LOADING FOR MECHANICAL ROOMS AND KITCHENS ARE BASED ON THE WEIGHTS OF EQUIPMENT AND CONCRETE PADS AS INDICATED ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL SUBMIT ACTUAL WEIGHTS OF EQUIPMENT TO BE USED IN THE PROJECT TO THE STRUCTURAL ENGINEER FOR VERIFICATION OF LOADS USED IN THE DESIGN AT LEAST THREE WEEKS PRIOR TO FABRICATION AND CONSTRUCTION OF THE SUPPORTING STRUCTURE. ANY REVISIONS IN EQUIPMENT TYPE, SIZE, OR QUANTITY SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR VERIFICATION OF THE STRUCTURAL DESIGN. LIVE LOAD REDUCTION A. ROOF LIVE LOAD HAS BEEN REDUCED USING THE FORMULA 20 X R1 X R2 ACCORDING TO THE GENERAL BUILDING CODE. AND SUBMITTED FOR REVIEW BY THE ENGINEER. STRUCTURAL DRAWINGS SHALL NOT BE REPRODUCED AND USED AS SHOP DRAWINGS. ALL ITEMS DEVIATING FROM THE STRUCTURAL DRAWINGS OR FROM PREVIOUSLY SUBMITTED SHOP DRAWINGS SHALL BE CLOUDED. B. CONTRACTOR SHALL REVIEW SHOP DRAWINGS FOR COMPLIANCE WITH THE STRUCTURAL DRAWINGS AND SHALL CERTIFY THAT THEY HAVE DONE SO BY A STAMP NOTING THAT THE DRAWINGS HAVE BEEN "APPROVED" AND WHICH BEARS THE SIGNATURE (OR INITIALS) OF AN AUTHORIZED REPRESENTATIVE OF THE CONTRACTOR AND THE DATE. SUBMITTALS WHICH DO NOT REFLECT THE CONTRACTOR'S APPROVAL, SIGNATURE AND DATE WILL BE RETURNED WITHOUT REVIEW. C. CONTRACTOR SHALL BE RESPONSIBLE FOR DELAYS CAUSED BY REJECTION OF INADEQUATE SHOP DRAWINGS. D. WHERE REVIEW AND RETURN OF SHOP DRAWINGS IS REQUIRED OR REQUESTED, THE ENGINEER WILL REVIEW EACH SUBMITTAL AND, WHERE POSSIBLE, RETURN WITHIN TWO (2) WEEKS OF RECEIPT. E. CORRECTIONS OR COMMENTS ON SHOP DRAWINGS OR MANUFACTURER'S DATA SHEETS DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ENGINEER'S REVIEW IS FOR GENERAL CONFORMANCE WITH THE REQUIREMENTS OF THE STRUCTURAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRECTING ALL QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, AND COORDINATING THE WORK WITH THAT OF ALL OTHER CONTRACTORS. F. REFER TO INDIVIDUAL SECTIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. G. CONTRACTOR SHALL PROVIDE SUBMITTALS ELECTRONICALLY TO ARCHITECT. ARCHITECT WILL PROVIDE TO ENGINEER FOR REVIEW AND COMMENT. ENGINEER WILL RETURN REVIEWED SUBMITTAL TO ARCHITECT FOR DISTRIBUTION TO THE ARCHITECT, OWNER, AND CONTRACTOR. CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND DISTRIBUTING ENGINEER’S COMMENTS TO THEIR SUBCONTRACTORS. BUILDING PAD PREPARATION (AT RESTROOM ADDITION) A. STRUCTURAL FILL MATERIAL SHALL HAVE A PLASTICITY INDEX BETWEEN 5 AND 20, AND A LIQUID LIMIT LESS THAN 15. GRADATION OF MATERIAL SHALL BE AS FOLLOWS: 1. RETAINED ON 2 1/2" SCREEN 2. RETAINED ON 1 1/2" SCREEN 3. RETAINED ON 3/4" SCREEN 4. RETAINED ON 1/4" SCREEN 5. RETAINED ON NO. 40 SIEVE 0% 0% -- 25% -- 45% -- 60% -- 25% 55% 75% 90% B. PRIOR TO PLACING FILL MATERIAL, REMOVE ALL ORGANIC AND OTHER DELETERIOUS MATERIAL FROM THE EXISTING SUBGRADE FOR A DISTANCE OF 3' 0" BEYOND BUILDING LINE, TO A DEPTH OF 2 FEET BELOW FINAL SUBGRADE ELEVATION. ALL EXPOSED SURFACES SHALL THEN BE SCARIFIED TO A DEPTH OF 6 INCHES, WATERED AS REQUIRED AND RECOMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DEFINED BY ASTM D 698 (STANDARD PROCTOR TEST) AT A MOISTURE CONTENT WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. D. STRUCTURAL FILL SHALL BE PLACED IN 8 INCH LOOSE LIFTS TO FINAL SUBGRADE ELEVATION, WATERED AS REQUIRED AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DEFINED IN ASTM D 698 AT A MOISTURE CONTENT WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. E. COMPACTION AND MOISTURE CONTENT OF SUBGRADE AND EACH LIFT OF STRUCTURAL FILL SHALL BE INSPECTED AND APPROVED BY A QUALIFIED ENGINEERING TECHNICIAN, SUPERVISED BY A GEOTECHNICAL ENGINEER. OR BETTER WITH A MAXIMUM WATER VAPOR PERMEANCE OF 0.03 PERMS PER ASTM E96. VAPOR RETARDER SHALL BE NO LESS THAN 10 MILS THICK. H. THE ABOVE RECOMMENDATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH REASONABLE JUDGEMENT BASED ON STANDARD PRACTICES AND EXISTING CONDITIONS. RECOMMENDATIONS WILL BE AMENDED WHEN FORTHCOMING GEOTECHNICAL REPORT IS AVAILABLE. ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS AS SPECIFIED IN THE TABLE BELOW, UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS: CONCRETE MIX SCHEDULE: CONC. CLASS STRENGTH AGG. TYPE PSI A 4000 NWT AGG. SIZE 1" SLUMP INCHES 3-5 MAX W/C 0.45 a. "NWT" REFERS TO NORMAL CONCRETE HAVING AIR DRY UNIT WEIGHT OF APPROXIMATELY 145 PCF (ASTM C33 AGGREGATE). b. WHERE W/C RATIO IS NOT INDICATED IN THE CONCRETE MIX SCHEDULE, IT SHALL BE AS NECESSARY TO MEET STRENGTH REQUIREMENTS. c. WHERE THE W/C RATIO IS SHOWN, IT SHALL BE ADHERED TO REGARDLESS OF STRENGTH REQUIREMENTS. d. "STRENGTH" IS REQUIRED COMPRESSIVE CYLINDER STRENGTH AT AN AGE OF 28 DAYS. MIX USAGE SCHEDULE, AUSTIN, TEXAS: DESCRIPTION OF USE CONCRETE CLASS EXPOSURE CLASSES AIR CONTENT GRADE BEAMS AND SLAB A F0/S0/W0/C1 3 - 6% C. A MAXIMUM OF 20% OF THE CEMENTITIOUS MATERIALS USED IN MIX DESIGNS MAY BE REPLACED WITH CLASS C OR F FLY ASH. E. PROVIDE 5 PERCENT PLUS OR MINUS 1 1/2 PERCENT OF ENTRAINED AIR IN CONCRETE PERMANENTLY EXPOSED TO THE WEATHER AND ELSEWHERE AT THE CONTRACTOR’S OPTION. G. HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE PLACEMENTS SHALL BE PERMITTED ONLY WHERE INDICATED ON THE STRUCTURAL DRAWINGS. ALL VERTICAL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS IN ACCORDANCE WITH THE TYPICAL DETAILS. CONTRACTOR SHALL SUBMIT PROPOSED LOCATIONS FOR CONSTRUCTION JOINTS NOT SHOWN ON THE STRUCTURAL DRAWINGS FOR REVIEW BY THE ARCHITECT AND ENGINEER. ADDITIONAL CONSTRUCTION JOINTS MAY REQUIRE ADDITIONAL REINFORCING AS SPECIFIED BY THE ENGINEER WHICH SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. H. EMBEDDED CONDUITS, PIPES, AND SLEEVES SHALL MEET THE REQUIREMENTS OF ACI 318, SECTION 26.8, INCLUDING THE FOLLOWING: 1. CONDUITS AND PIPES EMBEDDED WITHIN A SLAB, WALL, OR BEAM (OTHER THAN THOSE PASSING THROUGH) SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN 1/3 THE OVERALL THICKNESS OF THE SLAB, WALL OR BEAM IN WHICH THEY ARE EMBEDDED. 2. CONDUITS, PIPES AND SLEEVES SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS OR WIDTHS ON CENTER. K. SUBMITTAL: SUBMIT PROPOSED MIX DESIGNS IN ACCORDANCE WITH ACI 301, CHAPTER 3.9. EACH PROPOSED MIX DESIGN SHALL BE ACCOMPANIED BY A RECORD OF PAST PERFORMANCE BASED ON AT LEAST 30 CONSECUTIVE STRENGTH TESTS, OR BY THREE LABORATORY TRIAL MIXTURES WITH CONFIRMATION TESTS. N. CONCRETE SAMPLING FOR QUALITY ASSURANCE SHALL BE AT THE CHUTE AFTER 10 TO 15 PERCENT OF THE LOAD HAS BEEN DISCHARGED. TIMBER FRAMING A. UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, ALL STRUCTURAL FRAMING LUMBER SHALL BE CLEARLY MARKED NO. 2 SOUTHERN YELLOW PINE OR DOUGLAS FIR, EXCEPT THAT NON-LOAD BEARING INTERIOR WALLS MAY BE STUD GRADE SOUTHERN YELLOW PINE, DOUGLAS FIR, OR SPRUCE-PINE-FIR. 1. 2. PRESERVATIVE TREATED LUMBER SHALL BE SOUTHERN YELLOW PINE AND SHALL BE TREATED AS DESCRIBED BELOW. PRESERVATIVE TREATMENT BY PRESSURE PROCESS SHOULD BE PERFORMED ACCORDING TO THE AWPA METHODS DESCRIBED BELOW. THE PRESERVATIVE CHEMICALS SHALL BE WATERBORNE AND CAN INCLUDE ALKALINE COPPER QUAT (ACQ-C, ACQ-D) AND COPPER AZOLE (CBA-C & CA-B) FOR INTERIOR OR EXTERIOR USES AND INORGANIC BORON (SBX) FOR INTERIOR USE ONLY. PRESERVATIVE SHALL NOT CONTAIN ARSENIC OR CHROMIUM AND SHALL NOT CONTAIN AMMONIA CARRIERS. 3. WOOD INSTALLED FOR ABOVE GROUND USE SHALL BE PRESERVATIVE TREATED USING WATER-BORNE PRESERVATIVES IN ACCORDANCE WITH AWPA U2, USE CATEGORY UC3B. THE LOCATIONS TO BE TREATED ARE AS FOLLOWS: a. WOOD JOISTS OR WOOD FLOOR WITHOUT JOISTS ARE CLOSER THAN 18 INCHES OR WOOD GIRDERS ARE CLOSER THAN 12 INCHES TO THE EXPOSED GROUND IN CRAWL SPACE. b. WOOD FRAMING MEMBERS INCLUDING WOOD SHEATHING WHICH REST ON EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8INCHES FROM THE EXPOSED EARTH. c. WOOD FRAMING MEMBERS OR FURRING STRIPS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR OR CONCRETE WALLS BELOW GRADE. d. WOOD SLEEPERS AND SILL PLATES ON CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH EARTH. e. WOOD GIRDER ENDS SUPPORTED BY EXTERIOR MASONRY OR CONCRETE WALLS UNLESS 1/2 INCH AIRSPACE IS PROVIDED ON TOP, SIDES, AND END. f. WOOD SIDING CLOSER THAN 6 INCHES TO EARTH. g. POSTS OR COLUMNS SUPPORTED DIRECTLY ON A FOOTING UNLESS SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER AND A MINIMUM 6 INCHES ABOVE GRADE AND 1 INCH ABOVE SLAB WHERE A SLAB EXISTS OR 8 INCHES ABOVE EARTH ON A CONCRETE PIER WHERE NO SLAB EXISTS. h. PORTIONS OF GLUED-LAMINATED TIMBERS EXPOSED TO... 4. WOOD IN CONTACT WITH GROUND (EXPOSED EARTH) OR FRESH WATER SHALL BE PRESERVATIVE TREATED USING WATER-BORNE PRESERVATIVES IN ACCORDANCE WITH AWPA U1, WITH USE CATEGORY UC4C. 5. WOOD MEMBER THAT FORM SUPPORTS OF BUILDINGS, BALCONIES, PORCHES, OR SIMILAR PERMANENT BUILDING APPURTENANCES WHERE SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM THE ROOF, EAVE, OVERHANG, ETC. TO PREVENT WATER ACCUMULATION ON THE SURFACE OR BETWEEN JOINTS SHALL BE PRESERVATIVE TREATED USING WATER-BORNE PRESERVATIVES IN ACCORDANCE WITH AWPA U1 WITH USE CATEGORY UC3A. F. H. I. J. 6. OTHER WOOD MEMBERS NOTED IN THE DRAWINGS SHALL BE PRESERVATIVE TREATED USING WATER-BORNE PRESERVATIVES IN ACCORDANCE WITH AWPA U1 WITH USE CATEGORY UC3A. D. ALL WOOD HEADERS, BEAMS, AND TOP PLATES SHALL BE NO. 2 SOUTHERN YELLOW PINE OR DOUGLAS FIR. E. ALL WOOD STUD WALLS SHALL BE FULL HEIGHT WITHOUT INTERMEDIATE PLATE LINE UNLESS DETAILED OTHERWISE. ALL LOAD BEARING WALLS SHALL HAVE SOLID 2X BLOCKING AT 4' 0" ON CENTER MAXIMUM VERTICALLY. END NAIL WITH 2-16D NAILS OR SIDE TOE NAIL WITH 2-16D NAILS. G. PROVIDE DOUBLE STUDS AT ALL WALL CORNERS AND ON EACH SIDE OF ALL OPENINGS, UNLESS NOTED OR DETAILED OTHERWISE. FLOOR SHEATHING: 3/4" APA RATED TONGUE AND GROOVE SHEATHING WITH AN EXPOSURE 1 RATING (OR) 3/4" GRADE C-D TONGUE AND GROOVE PLYWOOD WITH EXTERIOR GLUE. FLOOR SHEATHING SHALL BE GLUED TO THE WOOD SUPPORT MEMBERS WITH A WET USE ADHESIVE, IN ADDITION TO BEING NAILED TO THE SUPPORTS WITH 10D RING SHANK NAILS AT 6" ON CENTER AT SUPPORTED EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. STAGGER JOINTS IN SHEATHING. ROOF SHEATHING: 1/2" APA RATED SHEATHING WITH AN EXPOSURE 1 RATING (OR) 1/2" GRADE C-D PLYWOOD WITH EXTERIOR GLUE. PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS WITH THE LONG DIMENSION ORIENTED PERPENDICULAR TO THE FRAMING MEMBERS. NAIL WITH 8D COMMON NAILS AT 6" ON CENTER AT SUPPORTED EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. STAGGER JOINTS IN SHEATHING. ALL CORNERS OF WALL FRAMING SHALL BE BRACED BY A 4' 0" WIDE X 1/2" PANEL OF APA RATED SHEATHING WITH AN EXPOSURE 1 RATING EXTENDING FROM THE TOP PLATE TO THE SILL PLATE. ALSO PROVIDE PANELS AT 25’-0” ON CENTER MAXIMUM, BUT NOT LESS THAN 16% OF THE TOTAL EXTERIOR WALL SURFACE. WHERE WALL IS TALLER THAN 8'-0", PROVIDE MULTIPLE PANELS AS REQUIRED TO EXTEND FROM SILL PLATE TO TOP PLATE. PROVIDE 2X BLOCKING AS REQUIRED TO SUPPORT ALL PANEL EDGES. NAIL WITH 8D COMMON NAILS AT 6" ON CENTER AT SUPPORTED EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. K. SOLID 2X BLOCKING OR BANDBOARD SHALL BE PROVIDED AT SUPPORTS AND CANTILEVER ENDS OF ALL WOOD JOISTS, AND BETWEEN SUPPORTS IN ROWS NOT EXCEEDING 8'-0" APART. L. ALL FRAMING MEMBERS FRAMING INTO THE SIDE OF A HEADER SHALL BE ATTACHED USING METAL JOIST HANGERS OF TYPE “LU” AS MANUFACTURED BY THE SIMPSON COMPANY OR EQUAL. THE HANGER SHALL BE SIZED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS FOR THE SIZE OF JOIST SUPPORTED. M. NAILING AND ATTACHMENT OF ALL FRAMING MEMBERS AND SHEATHING SHALL BE AS SPECIFIED IN THE INTERNATIONAL BUILDING CODE NAILING SCHEDULE UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. COMMON WIRE NAILS OR SPIKES, OR GALVANIZED BOX NAILS SHALL BE USED FOR ALL FRAMING UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. N. PLACE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF ALL STUD WALLS. O. SIMPSON STRONG TIE STEEL CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL THE FOLLOWING COMPOSITION/ FINISH: TYPE OF PRESERVATIVE RETENTION LEVEL SBX/DOT USAGE INTERIOR INTERIOR/EXTERIOR ACQ (ALL) / 0.40 PCF (MAX) INTERIOR/EXTERIOR CBA-A / 0.41 PCF (MAX) INTERIOR/EXTERIOR CA-B / 0.21 PCF (MAX) UNCERTAIN OR RETENTION LEVELS GREATER THAN NOTED ABOVE WILL REQUIRE TYPE 304 OR 316 STAINLESS STEEL CONNECTORS AND FASTENERS. SIMPSON FINISH G90 HDG / ZMAX HDG / ZMAX HDG / ZMAX P. PROVIDE DOUBLE JOISTS UNDER ALL INTERIOR PARTITION WALLS ORIENTED PARALLEL TO THE JOISTS. Q. ALL BOLTS AND LAG SCREWS SHALL HAVE STANDARD WASHERS. ALL ANCHOR AND EXPANSION BOLTS USED IN WOOD TO CONCRETE CONNECTIONS IN CRAWLSPACE AREAS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL. R. REFER TO THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WOOD FRAMING MEMBERS. PROVIDE ADDITIONAL WOOD FRAMING MEMBERS SHOWN ON THE ARCHITECTURAL DRAWINGS EVEN THOUGH THEY MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS. F. STRUCTURAL FILL SHALL NOT BE PLACED BEYOND THE LIMITS OF THE EXTERIOR BUILDING STRUCTURE. B. STUDS SHALL BE 2 X 4'S AT 16 INCHES ON CENTER, TYPICAL, UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. G. PROVIDE A VAPOR RETARDER THAT CONFORMS TO ASTM E1745, CLASS A C. WOOD PRESERVATIVE TREATED LUMBER (PRESSURE TREATED): 50% CONSTRUCTION DOCUMENTS INTERIM REVIEW DOCUMENTS (NOT INTENDED FOR BIDDING, PERMIT OR CONSTRUCTION PURPOSES) JAMIE BUCHANAN, P.E. TEXAS REGISTRATION No: 92680 DATE: 12-06-2019 TSEN JQ + TSEN, LLC 210 BARTON SPRINGS RD., SUITE 250 512.474.4001 JQT PROJECT NO: 9180011.100 AUSTIN, TEXAS 78704 TBPE FIRM F-12778 e v i r D k r a P l i a u Q 6 0 2 1 8 5 7 8 7 s a x e T , n i t s u A 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S N O I T I D D A - R E T N E C R O T I S I V s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/19 SHEET NAME: STRUCTURAL NOTES SHEET NO: S-100 CONCRETE REINFORCING PREFABRICATED METAL PLATE CONNECTED WOOD TRUSSES ABBREVIATIONS ABBREVIATIONS A. CONCRETE REINFORCEMENT FOR THE PROJECT SHALL CONFORM TO THE FOLLOWING: 1. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL IN ACCORDANCE ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE IN THE STRUCTURAL DRAWINGS OR THESE NOTES. 2. WELDED WIRE REINFORCEMENT. WELDED SMOOTH WIRE REINFORCEMENT, ASTM A185, YIELD STRENGTH 65,000 PSI WHERE NOTED ON THE STRUCTURAL DRAWINGS. WELDED DEFORMED WIRE REINFORCEMENT, ASTM A497, YIELD STRENGTH 70,000 PSI WHERE NOTED ON THE STRUCTURAL DRAWINGS. WELDED WIRE REINFORCEMENT TO BE PROVIDED IN FLAT SHEETS. B. DETAILING OF REINFORCING STEEL SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE 315 DETAILING MANUAL AND ALL HOOKS AND BENDS IN REINFORCING BARS SHALL CONFORM TO ACI DETAILING STANDARDS, UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. C. WELDED WIRE REINFORCEMENT SHALL BE CONTINUOUS ACROSS THE ENTIRE CONCRETE SURFACE AND NOT INTERRUPTED BY BEAMS OR GIRDERS AND PROPERLY LAPPED ONE CROSS WIRE SPACING PLUS 2”. D. REINFORCEMENT IN TOPPING SLABS SHALL BE WELDED SMOOTH WIRE REINFORCEMENT MINIMUM 6 X 6 W2.9 X W2.9 IN ALL TOPPING SLABS UNLESS SPECIFIED OTHERWISE ON THE STRUCTURAL DRAWINGS. 3. 4. 5. 6. 1. 2. 3. E. IN UNSCHEDULED GRADE BEAMS, WALLS, AND SLABS, DETAIL REINFORCING AS FOLLOWS: 1. CLASS A LAP BEAM TOP REINFORCING BARS AT MID SPAN. 2. CLASS A LAP BEAM BOTTOM REINFORCING BARS AT THE SUPPORTS. PROVIDE CLASS B LAP AT OTHER LOCATION PENDING ENGINEER’S APPROVAL. PROVIDE STANDARD HOOKS IN TOP BARS AT CANTILEVER AND DISCONTINUOUS ENDS OF BEAMS, WALLS AND SLABS. PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS AT THE INSIDE AND OUTSIDE FACES OF INTERSECTING BEAMS OR WALLS. CORNER BARS ARE NOT REQUIRED IF HORIZONTAL BARS ARE HOOKED. PROVIDE 2-#4 DIAGONAL BARS AT ALL SLAB RE-ENTRANT CORNERS PLACED UNDER THE TOP MAT OF STEEL. F. WELDING OF REINFORCING STEEL WILL NOT BE PERMITTED UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS. G. HEAT SHALL NOT BE USED IN THE FABRICATION OR INSTALLATION OF REINFORCEMENT. H. REINFORCING STEEL CLEAR COVER SHALL BE AS FOLLOWS: EARTH-FORMED GRADE BEAMS FORMED GRADE BEAMS SLAB-ON-GRADE a. 1 1/2" TOP, 3" SIDES, 3" BOTTOM 1 1/2" TOP, 2" SIDES, 3" BOTTOM 3/4" TOP "EXTERIOR EXPOSURE” REFERS TO CONCRETE EXPOSED TO EARTH OR WEATHER. I. SUBMITTAL: SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING, AND PLACEMENT OF CONCRETE REINFORCEMENT. COMPLY WITH ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". DO NOT REPRODUCE THE STRUCTURAL DRAWINGS FOR USE AS SHOP DRAWINGS. COMPOSITE WOOD MEMBERS A. WHERE NOTED ON THE STRUCTURAL DRAWINGS, JOISTS SHALL BE EITHER LAMINATED VENEER LUMBER (LVL) OR PARALLEL STRAND LUMBER (PSL) AS SPECIFIED ON THE DRAWINGS WITH THE FOLLOWING PROPERTIES. 1. 2. ELASTIC MODULUS: ALLOWABLE BENDING STRESS: LAMINATED VENEER LUMBER (LVL): a. b. PARALLEL STRAND LUMBER (PSL): a. b. ELASTIC MODULUS: ALLOWABLE BENDING STRESS: 1,900,000 PSI 2,600 PSF 2,000,000 PSI 2,900 PSF C. MULTIPLE WOOD BEAMS UP TO THREE MEMBERS THICK SHALL BE NAILED TOGETHER WITH THREE ROWS OF 12D NAILS AT 12" ON CENTER. FOUR OR MORE MULTIPLE WOOD BEAMS AND ANY MULTIPLE WOOD BEAMS UTILIZING BEAMS THICKER THAN 1 3/4" SHALL BE BOLTED TOGETHER WITH 1/2" DIAMETER BOLTS TOP AND BOTTOM AT SUPPORTS AND ENDS OF THE BEAM, THEN 2 ROWS AT 24" ON CENTER, STAGGERED TOP AND BOTTOM FOR THE FULL LENGTH OF THE BEAM. D. WHERE MULTIPLES OF TWO 1 3/4" MICRO-LAM BEAMS ARE NOTED ON THE STRUCTURAL DRAWINGS, THE CONTRACTOR MAY PROVIDE SINGLE 3 1/2" BEAMS IN LIEU OF DOUBLE 1 3/4" BEAMS. F. CONNECTORS FOR DOUBLE 1 3/4" BEAMS OR SINGLE 3 1/2" BEAMS SHALL BE SIMPSON HHUS410 FACE MOUNTED HANGERS, TYPICAL UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. DESIGN BY OTHERS A. IN ACCORDANCE WITH THE SPECIFICATIONS THE ITEMS LISTED BELOW ARE NOT INCLUDED IN THE CONTRACT DOCUMENTS. DESIGN OF THESE ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE DESIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE HAVING JURISDICTION AT THE PROJECT SITE. 1. GUARDRAIL AND HANDRAIL SYSTEMS 2. PRE-ENGINEERED ROOF TRUSSES B. DESIGN OF THE ITEMS LISTED ABOVE SHALL BE IN ACCORDANCE WITH THE GENERAL BUILDING CODE, AND SHALL INCLUDE ALL ATTACHMENTS TO THE STRUCTURE. TRUSSES SHALL BE DESIGNED BY THE CONTRACTOR IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION" (ANSI/TPI 1). TRUSS MEMBERS SHALL BE CLAMPED IN A MECHANICAL OR HYDRAULIC JIG WITH SUFFICIENT PRESSURE TO BRING MEMBERS INTO REASONABLE CONTACT AT ALL JOINTS DURING APPLICATION OF CONNECTOR PLATES. C. PROVIDE ADEQUATE ERECTION BRACING IN ACCORDANCE WITH TRUSS PLATE INSTITUTE PUBLICATION BCSI-1-06. TRUSS MANUFACTURER SHALL PROVIDE PERMANENT BRACING AS REQUIRED BY THE DESIGN OF THE TRUSSES. ERECTION BRACING MAY REMAIN IN PLACE AS PERMANENT BRACING WHERE IT DOES NOT INTERFERE WITH THE ARCHITECTURAL FINISHES. E. ALL TIMBER TRUSS MEMBERS SHALL BE SOUTHERN YELLOW PINE WITH A MAXIMUM MOISTURE CONTENT OF 19%. CHORD MEMBERS SHALL BE NO. 2 OR BETTER AND WEB MEMBERS SHALL BE NO. 3 OR BETTER. F. CONNECTION PLATES SHALL BE MANUFACTURED BY A WTCA MEMBER PLATE MANUFACTURER. PLATES SHALL BE 20 GAUGE MINIMUM, ASTM A653 GRADE 33 STEEL, WITH A G60 GALVANIZED COATING. G. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: 1. 2. 3. 4. 5. TOP CHORDS SHALL BE DESIGNED TO RESIST THE LOCAL BENDING INDUCED BY THE FLOOR OR ROOF UNIFORM LOAD ON THE TOP CHORD. LIMIT LIVE LOAD DEFLECTION OF TRUSSES TO L/360. TOTAL LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR DURATION OF LOAD AS FOLLOWS: SEISMIC... a. ROOF LOADS b. WIND LOADS c. TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED DEAD, LIVE AND SNOW LOADS AS NOTED IN THE STRUCTURAL NOTES AND AS INDICATED ON THE STRUCTURAL DRAWINGS. SUPERIMPOSED... 25 PERCENT 33 PERCENT 33 PERCENT 1 a. ROOF TRUSSES: DEAD LOAD i. ii. LIVE LOAD i. ii. 2 TOP CHORD BOTTOM CHORD TOP CHORD BOTTOM CHORD 15 PSF 5 PSF 16 PSF 4 PSF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED WIND LOADS IN ACCORDANCE WITH THE SPECIFIED GENERAL BUILDING CODE AND THE SPECIFIED BASIC WIND SPEED, EXPOSURE, AND IMPORTANCE FACTOR. INCREASE MEMBER SIZES OR PROVIDE ADDITIONAL BRIDGING AS REQUIRED TO RESIST UPLIFT FORCES. H. CONNECT ROOF TRUSSES TO BEARING WALL OR BEAM SUPPORT AT EACH END WITH A TYPE H2.5 FRAMING ANCHOR AS MANUFACTURED BY THE SIMPSON COMPANY OR ACCEPTED EQUAL. FOR SIZE AND LOCATION OF MECHANICAL OPENINGS, SEE MECHANICAL DRAWINGS. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR REVIEW. SHOP DRAWINGS SHALL BEAR THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE HAVING JURISDICTION AT THE PROJECT SITE. FLOOR JOISTS SHALL BE PROVEN BY TESTING AS DEMONSTRATED EITHER BY ICBO AND NRB ACCEPTANCE. TAG ALL CONNECTION POINTS ON WEB MEMBERS WHERE PERMANENT LATERAL BRACING IS REQUIRED BY DESIGN. M. AT ROOF RIDGES AND VALLEYS NOT FRAMED WITH HIP TRUSSES, PROVIDE BLOCKING BETWEEN TRUSSES AS REQUIRED TO PROVIDE CONTINUOUS SUPPORT FOR ROOF SHEATHING. N. ALL TRUSS-TO-TRUSS, TRUSS-TO-BEAM AND TRUSS-TO-WALL CONNECTIONS SHALL BE DESIGNED AND SUPPLIED BY THE TRUSS MANUFACTURER. ALL BEAM-TO-TRUSS CONNECTIONS SHALL BE PROVIDE BY THE ENGINEER OF RECORD. A. B. D. I. J. K. L. A. IN ACCORDANCE WITH THE GENERAL BUILDING CODE, SECTION 107.3.4.2, THE FOLLOWING SUBMITTALS WILL NOT BE ISSUED AT THE TIME OF PERMIT APPLICATION, AND WILL BE “DEFERRED” TO A LATER DATE. DEFERRED SUBMITTALS ARE REQUIRED TO BE SUBMITTED TO THE BUILDING OFFICIAL. HOWEVER, THESE SUBMITTALS SHALL BE SUBMITTED AND APPROVED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE (RDPIRC) PRIOR TO SUBMITTING TO THE BUILDING OFFICIAL. DEFERRED SUBMITTALS ARE DESIGN ITEMS BEING DELEGATED TO THE CONTRACTOR WHICH SHALL BE DESIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE HAVING JURISDICTION AT THE PROJECT SITE. 1. GUARDRAIL AND HANDRAIL SYSTEMS 2 PRE-ENGINEERED ROOF TRUSSES C. DESIGN OF THE ITEMS LISTED ABOVE SHALL BE IN ACCORDANCE WITH THE GENERAL BUILDING CODE, AND SHALL INCLUDE ALL ATTACHMENTS TO THE STRUCTURE. D. WORK ASSOCIATED WITH DEFERRED SUBMITTALS SHALL NOT BE PERFORMED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. E. REFER TO THE CONTRACT DOCUMENTS FOR ADDITIONAL DEFERRED SUBMITTAL ITEMS. B. DO NOT NOTCH JOISTS OR BEAMS. DRILL HOLES THROUGH WEBS OF ENGINEERED WOOD MEMBERS FOR MECHANICAL, ELECTRICAL OR PLUMBING SERVICES IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE ENGINEERED WOOD PRODUCT MANUFACTURER. DEFERRED SUBMITTALS E. PROVIDE WEB STIFFENERS WHERE REQUIRED BY THE MANUFACTURER FOR THE SPECIFIED SUPPORT CONDITION. B. THE FOLLOWING STRUCTURAL COMPONENTS SHALL BE TREATED AS DEFERRED SUBMITTALS: ABOVE FINISHED FLOOR ADDITIONAL ADJACENT AIR CONDITIONER AIR HANDLING UNIT ALTERNATE AMERICAN CONCRETE INSTITUTE AMERICAN INSTITUTE OF STEEL CONSTRUCTION ANCHOR BOLT ANGLE APPROXIMATE ARCHITECT ARCHITECTURAL AT A.F.F. ADD'L ADJ. A/C AHU ALT A.C.I. A.I.S.C. A.B. L APPROX. ARCH ARCH'L @ LIGHTWEIGHT CONCRETE LIVE LOAD LOCATION LONG LEG HORIZONTAL LONG LEG VERTICAL LONG SIDE HORIZONTAL LONG SIDE VERTICAL LONGITUDINAL LOW POINT MANUFACTURER MATERIAL MAXIMUM MECHANICAL MECHANICAL, ELECTRICAL, PLUMBING METAL MEZZANINE MIDDLE MINIMUM MISCELLANEOUS MOMENT CONNECTION NEAR SIDE NEW NOMINAL NON-SHRINK NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTER OPENING OPPOSITE OPPOSITE HAND OUTSIDE DIAMETER OUTSIDE FACE PAN PANEL JOINT PERPENDICULAR PLATE POST-TENSION(ED) POUNDS POUNDS PER CUBIC FOOT POUNDS PER LINEAR FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRE-ENGINEERED METAL BUILDING PRECAST CONCRETE PREFABRICATED PRELIMINARY PROJECTION QUANTITY REINFORCE(ING)(ED)(MENT) REMAINDER REQUIRE (D) RETENTION SYSTEM ROOF TOP UNIT ROUGH OPENING SCHEDULE SIMILAR SLAB-ON-GRADE SPECIFICATION SPECIFIED SQUARE SQUARE FOOT STAINLESS STEEL STANDARD STEEL STEEL JOIST INSTITUTE STIFFENER STIRRUP STRUCTURAL STRUCTURE SUBCONTRACTOR TEMPORARY TENSION THICK TONGUE AND GROOVE TOP AND BOTTOM TOP OF TOP OF BEAM TOP OF CONCRETE TOP OF FOOTING TOP OF JOIST TOP OF PIER TOP OF STEEL TOP OF WALL TYPICAL VERTICAL WATER STOP WELDED WIRE FABRIC WIDE FLANGE WIND BRACE WIND LOAD WITH WITHOUT WORK POINT UNLESS NOTED OTHERWISE B.F. BSMT. BM BRG. B.F.F. BTWN BLKG. BOT. OR BOTT. B.O. B.O.S. B.L. BLDG. C.I.P. CLG. C.G. C.G.S. CL CLR. CFS COL. C CONC. CMU CONN. CONST. CONST. JT. CONT. CONTR. C.J. COORD. DL D.B.A. DIAG. DIA. OR Ø DIM. DBL DWL DWG EA. E.F. E.W. ELEC. EL. ELEV. ENGR. EQ EQUIP. EXIST. (E) EXP. EJ EXT. FAB. FS F.V. FF FN FD FT FDN GA. GALV. G.C. HSA HD HT. H.P. HSS HORIZ. H.B. INFO. ID. I.F. INT. INTERM. JT. JST. J.G. KLF KSF KSI K LW. LWC. LL LOC. LLH LLV LSH LSV LONG L.P. MANUF. MAT. MAX. MECH. MEP MTL MEZZ. MID. MIN. MISC. MC NS (N) NOM. N.S. N.I.C. N.T.S. NO. O.C. OPNG. OPP. O.H. O.D. O.F. P P.J. PERP. PL P-T # OR LBS. PCF PLF PSF PSI PEMB P/C PREFAB. PRELIM. PROJ. QTY. REINF. R REQ.('D) RET. SYS. RTU R.O. SCHED. SIM. S.O.G. SPECS. SPEC'D. SQ SF S.S. STD STL S.J.I. STIFF. STIR. STRUCT'L STRUCT. SUBCONTR. TEMP. T THK T&G T&B T.O. T.O.B. T.O.C. T.O.F. T.O.J. T.O.P. T.O.S. T.O.W. TYP. U.N.O. VERT. WS W.W.F. WF WB WL W/ W/O WP BACK FACE BASEMENT BEAM BEARING BELOW FINISH FLOOR BETWEEN BLOCKING BOTTOM BOTTOM OF BOTTOM OF STEEL BRICK LEDGE BUILDING CAST-IN-PLACE CEILING CENTER OF GRAVITY CENTER OF GRAVITY OR STRAND CENTERLINE CLEAR OR CLEARANCE COLD FORMED STEEL COLUMN COMPRESSION CONCRETE CONCRETE MASONRY UNIT CONNECTION CONSTRUCTION CONSTRUCTION JOINT CONTINUOUS CONTRACTOR CONTROL JOINT COORDINATE DEAD LOAD DEFORMED BAR ANCHOR DIAGONAL DIAMETER DIMENSION DOUBLE DOWEL DRAWING EACH EACH FACE EACH WAY ELECTRICAL ELEVATION ELEVATOR ENGINEER EQUAL EQUIPMENT EXISTING EXISTING EXPANSION EXPANSION JOINT EXTERIOR FABRICATE FAR SIDE FIELD VERIFY FINISH FLOOR FIXED NUMBER FLOOR DRAIN FOOT (OR) FEET FOUNDATION GAGE OR GAUGE GALVANIZED GENERAL CONTRACTOR HEADED STUD ANCHOR HEADER HEIGHT HIGH POINT HOLLOW STRUCTURAL SECTION HORIZONTAL HORIZONTAL BRACE INFORMATION INSIDE DIAMETER INSIDE FACE INTERIOR INTERMEDIATE JOINT JOIST JOIST GIRDER KIP PER LINEAR FOOT KIP PER SQUARE FOOT KIP PER SQUARE INCH KIPS (1000 LBS) LIGHTWEIGHT STRUCTURAL LEGEND EXAMPLE DESCRIPTION BEAM SIZE NUMBER OF HEADED STUDS W21X55 (22) c=3/4" STEEL BEAM CAMBER XK XK-FT SHEAR MOMENT BEAM REACTIONS (SAME EACH END) XK XK-FT XK XK-FT SHEAR MOMENT BEAM REACTIONS (UNIQUE EACH END) MOMENT CONNECTION STEEL BEAM MOMENT CONNECTION COLUMN SIZE BASE PLATE TYPE MARK STEEL COLUMN CONCRETE COLUMN TYPE MARK CONCRETE COLUMN PIER TYPE MARK T.O.PIER EL. FOOTING TYPE MARK T.O.FTG EL. W10X12 BP-1 C1 F1 -3'-0" BELL P36/48 -3'-0" CONCRETE PIER ELEVATION CALLOUT (OPTIONAL) ELEVATION CALLOUT (OPTIONAL) WB-1 X/SX.X MF-1 X/SX.X BRACE MARK FRAME MARK CONCRETE FOOTING STEEL BEAM SPLICE VERTICAL BRACE TAG MOMENT FRAME TAG WELDED METAL BAR GRATING ROOF TOP UNIT (RTU) LOAD BEARING MASONRY WALL CONCRETE WALL WOOD SHEARWALL WOOD LOAD BEARING WALL EXISTING CONSTRUCTION (HALFTONE) SHEET NO. SHEET NAME S-100 S-101 S-102 S-120 S-510 S-511 S-512 STRUCTURAL NOTES STRUCTURAL NOTES SPECIAL INSPECTION FOUNDATION & ROOF FRAMING PLAN TYPICAL DETAILS FOUNDATION DETAILS ROOF FRAMING DETAILS 50% CONSTRUCTION DOCUMENTS INTERIM REVIEW DOCUMENTS (NOT INTENDED FOR BIDDING, PERMIT OR CONSTRUCTION PURPOSES) JAMIE BUCHANAN, P.E. TEXAS REGISTRATION No: 92680 DATE: 12-06-2019 TSEN JQ + TSEN, LLC 210 BARTON SPRINGS RD., SUITE 250 512.474.4001 JQT PROJECT NO: 9180011.100 AUSTIN, TEXAS 78704 TBPE FIRM F-12778 e v i r D k r a P l i a u Q 6 0 2 1 8 5 7 8 7 s a x e T , n i t s u A 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S N O I T I D D A - R E T N E C R O T I S I V s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/19 SHEET NAME: STRUCTURAL NOTES SHEET NO: S-101 SPECIAL INSPECTION REQUIRED VERIFICATION AND INSPECTION OF WOOD (IBC 1705.5) VERIFICATION, INSPECTION AND TESTING INSPECTION FREQUENCY CONTINUOUS PERIODIC 1. FABRICATION PROCESS OF PREFABRICATED WOOD STRUCTURAL ELEMENTS AND ASSEMBLIES YES SHALL BE IN ACCORDANCE WITH IBC 1704.2.5 AND LOCAL AMENDMENTS 2. INSPECT LATERAL RESISTING ELEMENTS, INCLUDING SHEAR WALLS, BRACES, DIAPHRAGMS, COLLECTORS (DRAG STRUTS), AND HOLD-DOWNS FOR THE FOLLOWING: A. GRADE AND THICKNESS OF FRAMING MEMBERS ON BUILDING PLANS, INCLUDING WOOD STRUCTURAL PANEL SHEATHING. B. NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES FOR DIAPHRAGMS AND C. NAIL OR STAPLE DIAMETER AND LENGTH FOR DIAPHRAGMS AND SHEAR WALLS. D. NUMBER OF FASTENER LINES AND SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE E. BOLTING, ANCHORING, AND OTHER FASTENING OF COMPONENTS. 3. TRUSSES WITH CLEAR SPAN OF 60'-0" OR GREATER, INSPECTOR SHALL VERIFY THE FOLLOWING: A. TEMPORARY INSTALLATION RESTRAINT/BRACING INSTALLED PER APPROVED TRUSS B. PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT/BRACING INSTALLED PER APPROVED SHEAR WALLS. MARGINS SUBMITTAL. TRUSS SUBMITTAL. -- -- -- -- -- -- X X -- -- -- X -- X X X X X X -- -- X X X -- X VERIFICATION AND INSPECTION OF SOILS (IBC TABLE 1705.6) VERIFICATION, INSPECTION AND TESTING INSPECTION FREQUENCY CONTINUOUS PERIODIC 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN SPECIAL INSPECTION REQUIRED BEARING CAPACITY. MATERIAL. ACI 318: 17.8.2 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL. 5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. SPECIAL INSPECTIONS 1. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE 2015 INTERNATIONAL BUILDING CODE (IBC) BY A SPECIAL INSPECTOR HIRED BY THE OWNER TO PERFORM THE SPECIAL INSPECTIONS LISTED BELOW. THE SPECIAL INSPECTOR SHALL BE QUALIFIED BY AN APPROVED AGENCY ACCORDING TO THE CITY'S BUILDING OFFICIAL TO PERFORM THE SPECIAL INSPECTIONS FOR WHICH THEY WILL BE UNDERTAKING. THE CONTRACTOR SHALL COORDINATE WITH AND NOTIFY THE SPECIAL INSPECTOR OF ALL TESTS. THE SPECIAL INSPECTOR SHALL BE RESPONSIBLE TO VERIFY THAT THE ITEMS DETAILED IN THE CONSTRUCTION DOCUMENTS WERE BUILT ACCORDINGLY AND SHALL PREPARE, SIGN, AND FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND THE ARCHITECT FOR ALL TIME SPENT AT THE SITE. THE INSPECTOR SHALL BRING DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE ARCHITECT PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. THESE SPECIAL INSPECTIONS ARE IN ADDITION TO THE OTHER INSPECTIONS LISTED IN THESE STRUCTURAL NOTES OR PROJECT SPECIFICATIONS. 2. WHERE STRUCTURAL LOAD-BEARING MEMBERS AND ASSEMBLIES ARE SHOP FABRICATED, THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION CONTROL OF THE WORKMANSHIP AND THE FABRICATOR'S ABILITY TO CONFORM TO THE CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS, UNLESS THE FABRICATOR IS REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. VERIFICATION AND INSPECTION TASKS OF CONCRETE CONSTRUCTION (IBC TABLE 1705.3) SPECIAL INSPECTION REQUIRED VERIFICATION AND INSPECTION INSPECTION FREQUENCY CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT. 2. REINFORCING BAR WELDING: A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 B. C. 3. 4. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16" INSPECT ALL OTHER WELDS. INSPECTION OF ANCHORS CAST IN CONCRETE. INSPECTION OF POST-INSTALLED ANCHORS HARDENED CONCRETE. A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED... B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A. SPECIAL INSPECTOR MUST BE CERTIFIED BY ACI/CRSI "ADHESIVE ANCHOR INSTALLER". A REPORT MUST BE SUBMITTED TO THE LICENSED DESIGN PROFESSIONAL AND BUILDING OFFICIAL DOCUMENTING, STATING HOW EACH ANCHOR WAS INSTALLED, INCLUDING THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS PER ACI 318. YES 5. VERIFY REQUIRED DESIGN MIX. 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. 8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. 9. INSPECTION OF PRESTRESSED CONCRETE: A. APPLICATION OF PRESTRESSING FORCES: B. GROUTING OF BONDED PRESTRESSING TENDONS. 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. 11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. YES NO NO NO YES NO NO NO NO YES YES YES NO NO NO YES YES -- -- -- X -- X -- -- -- X X -- X X -- -- -- X X X -- X -- X -- X -- -- X -- -- X X X ACI 318: CH. 20, 25.2, 25.3, 26.5.1-26.5.3 1908.4 AWS D1.4 ACI 318: 26.5.4 ACI 318:17.8.2 ACI 318: 17.8.2.4 ACI 318: 17.8.2.2 17.8.2.4 ACI 318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2, 1908.2, 1908.3 ASTM C 172 ASTM C 31 ACI 318: 26.4.5, 26.12 1908.1 ACI 318: 26.4.5 1908.6, 1908.7, 1908.8 ACI 318: 26.4.7-26.4.9 1908.9 ACI 318: 26.9.2.1 ACI 318: 26.9.2.3 ACI 318: 26.8 ACI 318: 26.10.2 ACI 318: 26.10.1(B) -- -- -- -- -- -- -- NO NO NO NO NO NO NO YES YES YES YES YES INTERIM REVIEW DOCUMENTS (NOT INTENDED FOR BIDDING, PERMIT OR CONSTRUCTION PURPOSES) JAMIE BUCHANAN, P.E. TEXAS REGISTRATION No: 92680 DATE: 12-06-2019 TSEN JQ + TSEN, LLC 210 BARTON SPRINGS RD., SUITE 250 512.474.4001 JQT PROJECT NO: 9180011.100 AUSTIN, TEXAS 78704 TBPE FIRM F-12778 e v i r D k r a P l i a u Q 6 0 2 1 8 5 7 8 7 s a x e T , n i t s u A 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S N O I T I D D A - R E T N E C R O T I S I V s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/19 SHEET NAME: SPECIAL INSPECTION SHEET NO: S-102 50% CONSTRUCTION DOCUMENTS 1 S-511 TYP. @ EXT. 1 S-512 2 S-512 1 S-512 21'-1 1/4" 12'-0 1/4" 5'-9 3/4" 53'-5 1/4" 14'-6" 2 S-511 TYP. @ INT. 5" CONCRETE SLAB-ON-GRADE REINFORCED W/ #4 @ 12" O.C. EA. WAY OVER VAPOR RETARDER, SEE STRUCTURAL NOTES FOR BUILDING PAD PREPARATION " 4 / 1 8 - ' 1 " 2 / 1 4 - ' 8 / " 4 3 1 1 - ' 6 2 1 / 1 - E P O L S . T F / " 4 1 / . J . E " 1 EXISTING FOUNDATION " 4 / 1 8 - ' 1 " 4 / 3 1 1 - ' 1 1 " 8 / 5 8 - ' 7 / " 8 7 7 1 S-512 2 S-512 . . C O " 4 2 @ S E S S U R T F O O R . G N E E R P - 2'-5 3/4" 14'-4 7/8" 53'-5 1/4" 2'-5 5/8" 9'-7 3/4" 5'-9 3/4" " 2 / 1 0 - ' 2 2 / " 4 3 1 1 - ' 6 / " 8 7 5 - ' 4 E P O L S . T F / " 4 1 / 2 1 / 1 - 2'-5 3/4" 6 3/4" 7" 15'-0" 16'-1 3/4" 1 FOUNDATION PLAN - KITCHEN ADDITION SCALE: 1/4" = 1'-0" PLAN NOTES: 1. FINISH FLOOR ELEVATION = 0'-0", UNLESS NOTED OTHERWISE. 2. TOP OF CONCRETE ELEVATION (T.O.C. EL.) = FINISH FLOOR. UNLESS RECESSED TO RECEIVE FLOORING MATERIALS. 3. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF FLOOR RECESSES, DROPS AND SLOPES NOT DIMENSIONED ON PLAN. 2 S-512 2 ROOF FRAMING PLAN - KITCHEN ADDITION SCALE: 1/4" = 1'-0" PLAN NOTES: DRAWINGS. SPECIES. 1. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF SLOPES, HIPS, VALLEYS, AND RIDGES NOT SPECIFICALLY DIMENSIONED. 2. VERIFY AND COORDINATE ALL DIMENSIONS W/ ARCHITECTURAL 3. SEE STRUCTURAL NOTES FOR WALL FRAMING SIZES, SPACING, AND 4. SUPPORT COLUMNS IN WOOD FRAMED WALLS AT HEADERS AND BEAMS, SHALL BE 2-2x4, UNLESS NOTED OTHERWISE. 5. TRUSSES ARE SHOWN ON PLAN TO INDICATE DIRECTION OF FRAMING - LAYOUT TO BE DETERMINED BY TRUSS SUPPLIER. 6. ALL STICK FRAMING FOR CANOPIES, PORCHES, AND OVERHANGS ARE 2x6 @ 24"O.C., UNLESS NOTED OTHERWISE. 7. ALL OVERBUILD FRAMING MEMBERS ARE 2x6 @ 24"O.C., UNLESS NOTED OTHERWISE. BY BUILDING CODE. 8. ROOF DIAPHRAGM SHALL BE INSTALLED AS DIAPHRAGM AS DEFINED 2 1 X 2 - 2 PRE-ENG. ROOF TRUSSES @ 24" O.C. 2 S-512 F O O R . G N E - E R P . . C O " 4 2 @ S E S S U R T PRE-ENG. ROOF TRUSSES @ 24" O.C. 1 S-512 1 S-512 1 S-512 1 S-512 . J . E " 1 50% CONSTRUCTION DOCUMENTS INTERIM REVIEW DOCUMENTS (NOT INTENDED FOR BIDDING, PERMIT OR CONSTRUCTION PURPOSES) JAMIE BUCHANAN, P.E. TEXAS REGISTRATION No: 92680 DATE: 12-06-2019 TSEN JQ + TSEN, LLC 210 BARTON SPRINGS RD., SUITE 250 512.474.4001 JQT PROJECT NO: 9180011.100 AUSTIN, TEXAS 78704 TBPE FIRM F-12778 e v i r D k r a P l i a u Q 6 0 2 1 8 5 7 8 7 s a x e T , n i t s u A 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S N O I T I D D A - R E T N E C R O T I S I V s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/19 SHEET NAME: FOUNDATION & ROOF FRAMING PLAN SHEET NO: S-120 NOTES: 1. MATCH SIZE, LOCATION AND NUMBER OF HORIZONTAL BEAM AND WALL BARS, EXCEPT THAT WHERE THERE ARE MORE THAN 2 TOP OR BOTTOM BARS, ONLY THE INSIDE AND OUTSIDE BARS MUST BE MATCHED. 2. WHERE 90 DEGREE HOOKS ARE PROVIDED FOR TOP BARS CORNER BARS MAY BE OMITTED AT TOP. WHERE 90 DEGREE HOOKS ARE PROVIDED FOR BOTTOM BARS, CORNER BARS MAY BE OMITTED AT BOTTOM. 30 BAR DIAMETERS EACH LEG TYPICAL CORNER BARS EACH FACE TO MATCH SMALLER BAR AT INTERSECTION. PROVIDE CORNER BARS SHOWN AT TOP, BOTTOM AND INTERMEDIATE HORIZONTAL BARS CORNER BARS EACH FACE TO MATCH TOP, BOTTOM AND INTERMEDIATE BARS IN DISCONTINUOUS MEMBER CORNER BARS STOP DETAILED REINF. 2" SHORT OF FORM TYPICAL PLAN DRAPE REINFORCING B A L S < S S E N K C H T I 1'-0" VAPOR RETARDER 1'-0" #4 X TO MATCH 1'-0" SPACING OF SLAB REINF. WITH (1) - #4 CONTINUOUS OPTIONAL CONSTRUCTION JOINT 1'-0" VAPOR RETARDER B A L S > S S E N K C H T I S R E T E M A D R A B 0 3 I I L A C P Y T G E L H C A E RECTANGULAR, SQUARE OR ROUND BLOCKOUT IN SLAB-ON-GRADE #4X2'-6" EA SIDE OF BLOCKOUT AT MID DEPTH OF SLAB (NOT REQ'D. AT ROUND BLOCK OUTS LESS THAN 4" DIAMETER) 2 " C L R . EDGE OF CONCRETE SLAB-ON-GRADE OR FACE OF DROP IN CONCRETE 1 1/2" OR GREATER (2) - #4 X 3'-0" @ ALL RE-ENTRANT CORNERS NOT ALIGNED WITH CONTROL JOINT. PLACE IN TOP OF SLAB WITH 1" MIN. CLEAR 2" C L R. PLAN PLAN 1 TYPICAL CORNER BARS AT WALL OR GRADE BEAM INTERSECTION DETAIL NO SCALE 2 TYPICAL DROP IN SLAB-ON-GRADE DETAIL NO SCALE 3 TYPICAL ADDITIONAL REINFORCING AT BLOCKOUT IN SLAB-ON-GRADE DETAIL NO SCALE 4 TYPICAL SLAB-ON-GRADE RE-ENTRANT CORNER REINFORCING DETAIL NO SCALE 3 ADDITIONAL STIRRUPS @ 4" O.C. (TYP. EACH SIDE OF PIPE SLEEVE) PIPE SLEEVE - SEE MEP SERIES DRAWINGS FOR EXACT SIZE AND LOCATION (Ø NOT TO EXCEED 6" NOR 1/3 BEAM DEPTH; SUBMIT DRAWING TO ARCHITECT/ENGINEER SHOWING LOCATION AND SIZE OF ALL PENETRATIONS LARGER THAN 3" PRIOR TO PLACEMENT) . R L C 3 D / . R L C 3 D / ) . I N M ( ) . I N M ( FLATWORK AT EXTERIOR DOOR OR ENTRY 1/2"Ø X 2'-0" SMOOTH DOWEL @ 12" O.C. 1" CLR. MIN. (TYP.) (2) - #5 X 2'-6" ABOVE & BELOW SLEEVE ELEVATION 3/4" EXPANSION JOINT MATERIAL SPEED LOAD DOWEL SLEEVE BY GREENSTREAK EDGE NAILING AT COLLECTOR TRUSSES ROOF SHEATHING SEE STRUCT. NOTES ROOF TRUSS SEE PLAN EDGE NAILING GIRDER TRUSS SEE PLAN OVER FRAME W/ VALLEY TRUSSES, LAYDOWN TRUSSES OR 2X6 @ 24" O.C. (VALLEY TRUSSES SHOWN) EDGE NAILING ROOF SHEATHING SEE STRUCT. NOTES ROOF SHEATHING SEE STRUCT. NOTES 2X BLOCKING W/ 10d NAILS @ 4" O.C. ROOF TRUSS SEE PLAN EDGE NAILING FASTEN 2X BLOCKING TO TOP PLATE W/ 1-A35 CLIP PER BLOCK @ 24" O.C. (MAX.) ROOF TRUSS SEE PLAN TRUSS HANGER SEE TRUSS MANUF. 3"X.148ø NAILS @ 4" O.C. SEE STUD SCHED. & SHEAR WALL SCHED. 5 TYPICAL HORIZONTAL GRADE BEAM PENETRATION DETAIL NO SCALE 6 TYPICAL FLATWORK AT EXTERIOR DOORS AND ENTRIES DETAIL NO SCALE 7 TYPICAL OVERFRAMING DETAIL NO SCALE 8 TYPICAL OVERFRAMING DETAIL NO SCALE OVER FRAME W/ VALLEY TRUSSES, LAYDOWN TRUSSES OR 2X6 @ 24" O.C. (VALLEY TRUSSES SHOWN) ROOF SHEATHING SEE STRUCT. NOTES ROOF TRUSS SEE PLAN ROOF TRUSS TIE SEE DETAILS & STRUCT. NOTES 2X BLOCKING EA. BAY L/6 MIN. D MIN. N I S E L O H T S O J I . L . C . I N M " 2 . X A M 3 D / HOLES AT C.L. OF JOISTS ONLY L/3 MAX. D MIN. D MIN. 3/4 D MAX. . X A M 4 D / D D/3 MAX. SIMPSON A35 (TYP.) 4-16d, TYP. HEAD PLATE SPLICES TO OCCUR ONLY OVER STUDS OR, HEADERS FOR SPLICE DETAILS SEE OPENING . X A M 0 1 D D/3 MAX. / T O N O D T U C R E V O D = DEPTH OF JOIST D1 = STUD WIDTH L = CLEAR SPAN NOTES: 1. NOTCH CUTS ALLOWED IN TOP OF JOISTS ONLY - NOTIFY ENGINEER PRIOR TO CUTTING BEAMS, TYP. U.N.O. 2. THIS DETAIL DOES NOT APPLY TO ENGINEERED WOOD "I" JOISTS. HEADER - SEE PLAN OR SCHED. TRIM STUD - DOUBLE STUDS AT OPENINGS > 5'-0" OPENING SINGLE, FULL HEIGHT STUD - DOUBLE STUDS AT OPENINGS > 5'-0" 10d NAILS @ 16" O.C. (TYP.) HOLES AT C.L. OF STUDS ONLY 5/8" MIN. D1/3 MAX. D1 C.L. HOLES IN STUD D = DEPTH OF JOIST D1 = STUD WIDTH L = CLEAR SPAN NOTES: 1. HOLE CUTS ALLOWED IN JOISTS AND STUDS ONLY - NOTIFY ENGINEER PRIOR TO CUTTING POSTS OR BEAMS, TYP. U.N.O. 2. THIS DETAIL DOES NOT APPLY TO ENGINEERED WOOD "I" JOISTS. 9 TYPICAL HOLES IN WOOD DETAIL NO SCALE 10 TYPICAL NOTCHES IN WOOD DETAIL NO SCALE 11 TYPICAL WALL FRAMING AT OPENING DETAIL NO SCALE " D " H T P E D M A E B D - . I N M " 6 1 D INTERIM REVIEW DOCUMENTS (NOT INTENDED FOR BIDDING, PERMIT OR CONSTRUCTION PURPOSES) JAMIE BUCHANAN, P.E. TEXAS REGISTRATION No: 92680 DATE: 12-06-2019 TSEN JQ + TSEN, LLC 210 BARTON SPRINGS RD., SUITE 250 512.474.4001 JQT PROJECT NO: 9180011.100 AUSTIN, TEXAS 78704 TBPE FIRM F-12778 e v i r D k r a P l i a u Q 6 0 2 1 8 5 7 8 7 s a x e T , n i t s u A 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S N O I T I D D A - R E T N E C R O T I S I V s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/19 SHEET NAME: TYPICAL DETAILS SHEET NO: S-510 50% CONSTRUCTION DOCUMENTS EXTERIOR SHEATHING, SEE STRUCTURAL NOTES CONT. BOTTOM PLATE, SEE STRUCTURAL NOTES SEE STRUCTURAL NOTES & PLAN FOR SLAB THICKNESS AND REINF. T.O.C. EL. SEE PLAN E E S N A L P " 6 - ' 2 VAPOR RETARDER #4 CONT. EA. FACE (2) - #5 CONT. TOP & BOTT. W/ #3 STIRRUPS @ 24" O.C. 1'-0" 1/S-1201 DETAIL SCALE: 3/4" = 1'-0" STRUCTURAL FILL MATERIAL, SEE STRUCTURAL NOTES (2) - #5 CONT. TOP & BOTT. W/ #3 STIRRUPS @ 24" O.C. 1'-0" STRUCTURAL FILL MATERIAL, SEE STRUCTURAL NOTES VAPOR RETARDER #4 CONT. EA. FACE 1/S-1202 DETAIL SCALE: 3/4" = 1'-0" SEE STRUCTURAL NOTES & PLAN FOR SLAB THICKNESS AND REINF. T.O.C. EL., SEE PLAN N A L P E E S " 6 - ' 2 INTERIM REVIEW DOCUMENTS (NOT INTENDED FOR BIDDING, PERMIT OR CONSTRUCTION PURPOSES) JAMIE BUCHANAN, P.E. TEXAS REGISTRATION No: 92680 DATE: 12-06-2019 TSEN JQ + TSEN, LLC 210 BARTON SPRINGS RD., SUITE 250 512.474.4001 JQT PROJECT NO: 9180011.100 AUSTIN, TEXAS 78704 TBPE FIRM F-12778 e v i r D k r a P l i a u Q 6 0 2 1 8 5 7 8 7 s a x e T , n i t s u A 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S N O I T I D D A - R E T N E C R O T I S I V s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/19 SHEET NAME: FOUNDATION DETAILS SHEET NO: S-511 50% CONSTRUCTION DOCUMENTS EDGE NAILING ROOF TRUSS, SEE PLAN TRUSS BLOCK BETWEEN EA. TRUSS 2X BLOCKING EDGE NAILING ROOF SHEATHING, SEE STRUCT. NOTES EDGE NAILING 2X CONT. FASCIA FASTENED TO EA. TRUSS W/ (3) - 10d NAILS SIMPSON "H2.5" TRUSS TIE (TYP. @ EA. TRUSS) CLIP MAY BE INSTALLED ON INSIDE FACE. SHOWN ON OUTSIDE FACE FOR CLARITY 2/S-1201 TYPICAL PERIMETER ROOF TRUSS DETAIL NO SCALE SEE ARCH'L 2'-0" SIMPSON H2.5A SIMPSON LU26 2X6 BLOCKING SIMPSON A34 CLIP EDGE NAILING 2X6 OUTRIGGER @ 24" O.C. CONT. FASCIA, SEE ARCH. 2X BRACE AS REQ'D. (SEE SCHED.) 1 1 TO 1 1/2 DIAG. BRACE SCHED. . BRACE TYPE 2X4 2X4 W/ BRACE @ MIDSPAN 2X6 W/ BRACE @ MIDSPAN 2X6 W/ CONT. T BRACE 6'-0" 10'-0" 13'-0" 17'-0" MAX. BRACE LENGTH 2X6 BLOCKING (4) - 10d NAILS (BRACE TO BLOCKING) 2X DIAG. BRACE @ 6'-0" O.C. U.N.O. (SEE SCHEDULE) ROOF TRUSSES OR RAFTERS GYP. BOARD CEILING, SEE ARCH. 2X6 BLOCKING SIMPSON LT P4 @ 24" O.C. WALL PANEL EDGE NAILING, SEE STRUCT. NOTES DROPPED GABLE END ROOF TRUSS PER TRUSS MANUF. DET "A" WALL PANEL EDGE NAILING, SEE STRUCT. NOTES CS22 SIMPSON STRAP W/ (7) - 8d NAILS EA. END. NAIL STRAP TO STUD & BLOCKING (1) - A35 CLIP CENTERED BETWEEN DIAG. BRACES (4) - 10d NAILS (BRACE TO BLOCKING) CS22 STRAP W/ (11) - 10d NAILS EA. END GABLE END ROOF TRUSS, PER TRUSS MANUF. (3) - 10d NAILS (TOE NAILED) 2X6 BLOCKING H5 CLIP (TOP PLATE 2X BLOCKING) 2X DIAG. BRACE ROOF TRUSS OR CEILING JOIST H5 CLIP TOP PLATE 2X6 BLOCKING DET. "A" 2/S-1202 TYPICAL GABLE END ROOF DETAIL NO SCALE INTERIM REVIEW DOCUMENTS (NOT INTENDED FOR BIDDING, PERMIT OR CONSTRUCTION PURPOSES) JAMIE BUCHANAN, P.E. TEXAS REGISTRATION No: 92680 DATE: 12-06-2019 TSEN JQ + TSEN, LLC 210 BARTON SPRINGS RD., SUITE 250 512.474.4001 JQT PROJECT NO: 9180011.100 AUSTIN, TEXAS 78704 TBPE FIRM F-12778 e v i r D k r a P l i a u Q 6 0 2 1 8 5 7 8 7 s a x e T , n i t s u A 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S N O I T I D D A - R E T N E C R O T I S I V s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/19 SHEET NAME: ROOF FRAMING DETAILS SHEET NO: S-512 50% CONSTRUCTION DOCUMENTS m o c . r e h g a l l a G n o s t u H w w w . e v i r D k r a P l i a u Q 6 0 2 1 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P 8 5 7 8 7 s a x e T , n i t s u A N O I T I D D A R E T N E C R O T I S I V N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 REV: SHEET NAME: MECHANICAL SYMBOL LEGEND SHEET NO: M-100 50% CONSTRUCTION DOCUMENTS HVAC PHONE PANEL METER DISC. D.S. D.S. WOMEN MEN ELEC SECURITY MECH. ROOM HVAC VISITOR CENTER NEW DECK D.S. D.S. m o c . r e h g a l l a G n o s t u H w w w . e v i r D k r a P l i a u Q 6 0 2 1 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P 8 5 7 8 7 s a x e T , n i t s u A N O I T I D D A R E T N E C R O T I S I V N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 REV: SHEET NAME: MECHANICAL KITCHEN - DEMOLITION FLOOR PLAN SHEET NO: M-111 50% CONSTRUCTION DOCUMENTS STONE WALL " 2 / 1 - 7 HVAC R/A KEYPD 406 D.S. NEW STAIRCASE D.S. m o c . r e h g a l l a G n o s t u H w w w . e v i r D k r a P l i a u Q 6 0 2 1 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P 8 5 7 8 7 s a x e T , n i t s u A N O I T I D D A R E T N E C R O T I S I V N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 REV: SHEET NAME: MECHANICAL KITCHEN - FLOOR PLAN SHEET NO: M-112 50% CONSTRUCTION DOCUMENTS m o c . r e h g a l l a G n o s t u H w w w . e v i r D k r a P l i a u Q 6 0 2 1 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P 8 5 7 8 7 s a x e T , n i t s u A N O I T I D D A R E T N E C R O T I S I V N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 REV: SHEET NAME: ELECTRICAL SYMBOL LEGEND SHEET NO: E-100 50% CONSTRUCTION DOCUMENTS HVAC PHONE PANEL METER DISC. D.S. D.S. WOMEN MEN ELEC SECURITY MECH. ROOM HVAC VISITOR CENTER NEW DECK D.S. D.S. m o c . r e h g a l l a G n o s t u H w w w . e v i r D k r a P l i a u Q 6 0 2 1 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P 8 5 7 8 7 s a x e T , n i t s u A N O I T I D D A R E T N E C R O T I S I V N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 REV: SHEET NAME: ELECTRICAL KITCHEN - DEMOLITION FLOOR PLAN SHEET NO: E-111 50% CONSTRUCTION DOCUMENTS STONE WALL m o c . r e h g a l l a G n o s t u H w w w . e v i r D k r a P l i a u Q 6 0 2 1 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P 8 5 7 8 7 s a x e T , n i t s u A N O I T I D D A R E T N E C R O T I S I V N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 REV: SHEET NAME: ELECTRICAL KITCHEN - FLOOR PLAN SHEET NO: E-112 " 2 / 1 - 7 HVAC R/A KEYPD 406 D.S. NEW STAIRCASE D.S. 50% CONSTRUCTION DOCUMENTS STONE WALL " 2 / 1 - 7 HVAC R/A KEYPD 406 D.S. NEW STAIRCASE D.S. m o c . r e h g a l l a G n o s t u H w w w . e v i r D k r a P l i a u Q 6 0 2 1 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P 8 5 7 8 7 s a x e T , n i t s u A N O I T I D D A R E T N E C R O T I S I V N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 REV: SHEET NAME: ELECTRICAL KITCHEN - FLOOR PLAN SHEET NO: E-113 50% CONSTRUCTION DOCUMENTS m o c . r e h g a l l a G n o s t u H w w w . e v i r D k r a P l i a u Q 6 0 2 1 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P 8 5 7 8 7 s a x e T , n i t s u A N O I T I D D A R E T N E C R O T I S I V N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 REV: SHEET NAME: ELECTRICAL ONE-LINE DIAGRAM SHEET NO: E-400 50% CONSTRUCTION DOCUMENTS HVAC PHONE PANEL METER DISC. D.S. D.S. WOMEN MEN ELEC SECURITY MECH. ROOM HVAC VISITOR CENTER NEW DECK D.S. D.S. m o c . r e h g a l l a G n o s t u H w w w . e v i r D k r a P l i a u Q 6 0 2 1 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P 8 5 7 8 7 s a x e T , n i t s u A N O I T I D D A R E T N E C R O T I S I V N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 REV: SHEET NAME: PLUMBING KITCHEN - DEMOLITION FLOOR PLAN SHEET NO: P-111 50% CONSTRUCTION DOCUMENTS STONE WALL " 2 / 1 - 7 HVAC R/A KEYPD 406 D.S. NEW STAIRCASE D.S. m o c . r e h g a l l a G n o s t u H w w w . e v i r D k r a P l i a u Q 6 0 2 1 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P 8 5 7 8 7 s a x e T , n i t s u A N O I T I D D A R E T N E C R O T I S I V N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 REV: SHEET NAME: PLUMBING KITCHEN - UNDERFLOOR SHEET NO: P-112 50% CONSTRUCTION DOCUMENTS STONE WALL " 2 / 1 - 7 HVAC R/A KEYPD 406 D.S. NEW STAIRCASE D.S. m o c . r e h g a l l a G n o s t u H w w w . e v i r D k r a P l i a u Q 6 0 2 1 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P 8 5 7 8 7 s a x e T , n i t s u A N O I T I D D A R E T N E C R O T I S I V N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 PROJECT NO: FTHC_HG_10202019 DATE: 12/06/2019 REV: SHEET NAME: PLUMBING KITCHEN - FLOOR PLAN SHEET NO: P-113 50% CONSTRUCTION DOCUMENTS SECURITY SYMBOLS & LEGEND ABBREVIATIONS ACCESS CONTROL SYMBOLS ACCESS CONTROL SYMBOLS ELECTRONIC SURVEILLANCE SYMBOLS GENERAL SYMBOLS ACMW ACCESS CONTROL MONITORING CLIENT WORKSTATION. REX REQUEST-TO-EXIT IS INTEGRAL WITH ELECTRIFIED LOCKING HARDWARE. WALL-MOUNTED FIXED SURVEILLANCE CAMERA, CAMERA MODEL AND MOUNTING HEIGHT AS SPECIFIED. DRAWING TITLE CALLOUT, # = DETAIL NUMBER. # SHEET DRAWING TITLE SCALE: SCALE CAT.3/5 CATEGORY 3/5 INTERFACE TO AUTOMATIC DOOR CONTROL AND MONITORING. RX PROVIDE REQUEST-TO-EXIT MOTION SENSOR MOUNTED IN CEILING. CEILING-MOUNTED FIXED SURVEILLANCE CAMERA, CAMERA MODEL AND MOUNTING HEIGHT AS SPECIFIED. DETAIL CALLOUT, # = DETAIL NUMBER. INTERFACE TO RETRACTABLE VEHICLE BOLLARD. PROVIDE REQUEST-TO-EXIT MOTION SENSOR MOUNTED TO DOOR HEADER. WALL-MOUNTED 180° SURVEILLANCE CAMERA, CAMERA MODEL AND MOUNTING HEIGHT AS SPECIFIED. SECTION CALLOUT, # = DETAIL NUMBER. DEMARC DEMARCATION POINT PROVIDE BIOMETRIC READER MOUNTED 42" A.F.F. INTERFACE TO SLIDING DOOR CONTROL/MONITORING. CEILING-MOUNTED 180° SURVEILLANCE CAMERA, CAMERA MODEL AND MOUNTING HEIGHT AS SPECIFIED. SHEET # ELEVATION CALLOUT, # = DETAIL NUMBER. PROVIDE DOOR BELL ANNUNCIATOR MOUNTED 96" A.F.F. WALL-MOUNTED 360° SURVEILLANCE CAMERA, CAMERA MODEL AND MOUNTING HEIGHT AS SPECIFIED. KEYED NOTE. SECURITY SYSTEM RISER, DATA GATHERING PANEL AND LOW VOLTAGE POWER SUPPLY DISTRIBUTION LOCATION. PROVIDE CARD READER MOUNTED 42" A.F.F. PROVIDE VIDEO INTERCOM SUBSTATION MOUNTED 54" A.F.F. CEILING-MOUNTED 360° SURVEILLANCE CAMERA, CAMERA MODEL AND MOUNTING HEIGHT AS SPECIFIED. REVISION TRIANGLE, # = REVISION NUMBER (PER SHEET). CR1 PROVIDE CARD READER MOUNTED TO MULLION 42" A.F.F. PROVIDE DESKTOP VIDEO INTERCOM MASTER STATION. WALL-MOUNTED PAN, TILT & ZOOM SURVEILLANCE CAMERA, CAMERA MODEL AND MOUNTING HEIGHT AS SPECIFIED. INDICATES TELECOMMUNICATIONS REGION CR2 FURNISH ELEVATOR CARD READER MOUNTED IN ELEVATOR. PROVIDE WIRELESS DURESS BUTTON MOUNTED IN KNEE SPACE OF DESK, TABLE, OR COUNTER. CEILING-MOUNTED PAN, TILT & ZOOM SURVEILLANCE CAMERA, CAMERA MODEL AND MOUNTING HEIGHT AS SPECIFIED. CLG CR3 PROVIDE CARD READER/INTERCOM UNIT MOUNTED 42" A.F.F. PROVIDE WIRELESS DURESS BUTTON RECEIVER ABOVE SUSPENDED CEILING. VMW VIDEO MONITORING CLIENT WORKSTATION. CR4 PROVIDE CARD READER/INTERCOM PEDESTRIAN PEDESTAL. PROVIDE PRE-WIRE AND BLANK COVER PLATE FOR FUTURE DEVICE. # SHEET # SHEET # # TR (IDF XXX) AD BI BR CH CR D D DR DR1 EI EL ES FA IC IM KS L1 L2 LD LD M1 M2 MH OD RD RX SD SR VI VM WD WR AL AP AV GB KP ST V PROVIDE DURESS BUTTON MOUNTED IN KNEE SPACE OF DESK, TABLE OR COUNTER PROVIDE ARMORED CABLE FROM DURESS BUTTON TO JUNCTION BOX. PROVIDE WALL MOUNTED DURESS BUTTON 48" A.F.F. DB PROVIDE DOOR BELL MOUNTED 48" A.F.F.. DC PROVIDE CONCEALED DOOR POSITION SWITCH FLUSH MOUNTED IN HEAD OF DOOR FRAME 6" FROM STRIKE SIDE OF FRAME. DC1 PROVIDE OVERHEAD DOOR POSITION SWITCH. PROVIDE ARMORED CABLE FROM SWITCH TO JUNCTION BOX. DMA PROVIDE DOOR MANAGEMENT UNIT MOUNTED 48" A.F.F. PROVIDE SINGLE DOOR RELEASE PUSHBUTTON MOUNTED IN KNEE SPACE OF DESK, TABLE OR COUNTER PROVIDE ARMORED CABLE FROM PUSHBUTTON TO JUNCTION BOX. PROVIDE MULTIPLE DOOR RELEASE UNIT, AS INDICATED IN DETAILS, MOUNTED IN KNEE SPACE OF DESK, TABLE OR COUNTER. PROVIDE ARMORED CABLE FROM PUSHBUTTON TO JUNCTION BOX. INTRUSION DETECTION SYMBOLS MISCELLANEOUS SECURITY SYMBOLS INTERFACE TO EXIT DEVICE WITH ELECTRIC LATCH RETRACTION AND POWER TRANSFER. PROVIDE ALARM ANNUNCIATOR LIGHT MOUNTED 96" A.F.F. B ALERTUS BEACON MOUNTED AT 60" A.F.F. UNLESS OTHERWISE NOTED INTERFACE TO ELEVATOR CONTROL/MONITORING. PROVIDE ANNUNCIATOR PANEL AS INDICATED IN BLOCK DIAGRAMS AND/OR DETAILS. EAS PROVIDE MEDICAL ALERT DEVICE MOUNTED 42" A.F.F. INTERFACE TO 24VDC FAIL SECURE ELECTRIC STRIKE. PROVIDE AUDIO VISUAL ANNUNCIATOR MOUNTED 96" A.F.F. PROVIDE EMERGENCY PHONE. INTERFACE TO FIRE ALARM SYSTEM. FC FUTURE CABLE AS SPECIFIED. PROVIDE GUARD TOUR STATION MOUNTED 48" A.F.F. EP GT LS GC INTERFACE TO PARKING GATE CONTROL/MONITORING. GB PROVIDE GLASS BREAK SENSOR MOUNTED TO CEILING. PROVIDE FLOOR MOUNTED LIQUID SENSOR. PROVIDE ARMORED CABLE FROM SENSOR TO JUNCTION BOX. PROVIDE INTERCOM SUBSTATION MOUNTED 48" A.F.F. PROVIDE GLASS BREAK SENSOR WALL MOUNTED 96" A.F.F. S PROVIDE INTERCOM SPEAKER FLUSH MOUNTED IN CEILING. PROVIDE INTERCOM MASTER STATION AS INDICATED BLOCK DIAGRAM AND/OR DETAILS. PROVIDE PERSONAL IDENTIFICATION NUMBER KEYPAD MOUNTED 48" A.F.F. ALERTUS LED MARQUEE (SINGLE SIDED) PROVIDE KEYSWITCH MOUNTED 48" A.F.F. M PROVIDE SOUND DETECTION MICROPHONE MOUNTED TO CEILING. ALERTUS LED MARQUEE (DOUBLE SIDED) INTERFACE TO 24VDC ELECTROMECHANICAL MORTISE LOCKSET AND POWER TRANSFER HINGE. MD PROVIDE 360° MOTION SENSOR MOUNTED TO CEILING. INTERFACE TO 24VDC ELECTROMECHANICAL MORTISE LOCKSET WITH INTEGRAL DOOR POSITION SWITCH. MD PROVIDE MOTION SENSOR MOUNTED 96" A.F.F. PROVIDE LOCKDOWN BUTTON MOUNTED IN KNEE SPACE OF DESK, TABLE OR COUNTER. PROVIDE ARMORED CABLE FROM LOCKDOWN BUTTON TO JUNCTION BOX. MD LR PROVIDE LONG RANGE MOTION SENSOR MOUNTED 96" A.F.F. PROVIDE LOCKDOWN BUTTON MOUNTED 48" A.F.F.. ST PROVIDE STROBE LIGHT SURFACE MOUNTED TO CEILING. INTERFACE TO 24VDC ELECTROMAGNETIC LOCK. PROVIDE STROBE LIGHT MOUNTED 96" A.F.F. INTERFACE TO 24VDC ELECTROMAGNETIC LOCK WITH INTEGRAL DOOR POSITION SWITCH. PROVIDE VIBRATION DETECTOR MOUNTED 96" A.F.F. INTERFACE TO 24VDC MAGNETIC DOOR HOLD-OPEN. INTERFACE TO OVERHEAD DOOR CONTROL/MONITORING. INTERFACE TO MOTORIZED REVOLVING DOOR CONTROL/MONITORING. A.F.F. A.F.G. AER B CATV CCTV CLT CO DPDT EMT F.O.C. GIP HE IRC ISP IDF MDF MH MM OSP PB PR PBX PVC SM SP STP TB UTP ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AERIAL BURIED COMMUNITY ANTENNA TELEVISION CLOSED CIRCUIT TELEVISION CLOSET CENTRAL OFFICE DOUBLE PULL DOUBLE THROW ELECTRIC METALLIC TUBE FIBER OPTIC CABLE GALVANIZED IRON PIPE PA/INTERCOM HEAD-END INTERMEDIATE RIGID CONDUIT INSIDE CABLE PLANT INTERMEDIATE DISTRIBUTION FRAME MAIN DISTRIBUTION FRAME MANHOLE MULTIMODE PULLBOX PAIR OUTSIDE CABLE PLANT PRIVATE BRANCH EXCHANGE POLYVINYL CHLORIDE SINGLE MODE SERVICE PROVIDER SHIELDED TWISTED PAIR TERMINAL BLOCK UNSHIELDED TWISTED PAIR NOTES 1. 2. 3. 4. CONTRACTOR SHALL REVIEW DRAWINGS AND SPECIFICATIONS THAT MAKE UP THE CONTRACT DOCUMENTS AND COMPLETE ALL WORK INCLUDED THEREIN. SCALE OF SECURITY DRAWINGS IS PROVIDED FOR REFERENCE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER CABLE LENGTHS, SIZE OF PATHWAYS, DIMENSIONS, ETC. SECURITY DRAWINGS SHALL BE USED TO COMPLEMENT THE WRITTEN SPECIFICATIONS. ANY DISCREPANCY OR CONFLICT WITHIN OR BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. DISCREPANCIES OR CONFLICTS NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SUBSEQUENTLY CLARIFIED DURING THE BIDDING OF THE PROJECT WILL BE DEEMED TO HAVE BEEN BID OR PROPOSED IN THE MORE COSTLY OR DIFFICULT MANNER, AND THE BETTER QUALITY OR GREATER QUANTITY OF WORK SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE ARCHITECT'S/ENGINEER'S INTERPRETATION. INDEX OF DRAWINGS T-001K SYMBOLS AND LEGEND T-122K KITCHEN BUILDING T-511K SECURITY DETAILS y t i r u c e s & y g o o n h c e t l 0 0 8 . e t S , 4 . g d B l , c a p o M . S 5 2 4 4 3 0 1 . e t S , t s e W 0 1 - H I 0 0 2 8 5 3 7 8 7 s a x e T , n i t s u A 0 3 2 8 7 s a x e T , i t o n o n A n a S N I T S U A I O N O T N A N A S e v i r D k r a P l i a u Q 6 0 2 1 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P 8 5 7 8 7 s a x e T , n i t s u A 7 8 8 7 - 8 9 6 - 0 1 2 : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A I L I B A H E R & N O I T A V R E S E R P N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 THC CONTRACT NO: 808-18-0652 DATE: 11/21/2018 REV: SHEET NAME: SYMBOLS AND LEGEND SHEET NO: T-001 STONE WALL DC MD DC GB VENDOR/DRY STORAGE JAN. CLO. (MOP SINK, EYE-WASH) DC C A V H MD ALIGN WALLS D.S. OPEN PATIO SERVING AREA (GYP CLG) GB MD IN-V3 DC IN-V1 DC MUSEUM ADMIN AREA ELEC SR SECURITY MECH. ROOM HVAC R/A KP KP-1K KEYPD IN-V2 DC NEW STAIRCASE D.S. MD IN-7V IN-6V MD 2 T-122K KITCHEN FLOOR PLAN - SECURITY SCALE: 1/4" = 1'-0" GENERAL NOTES KEYED NOTES CONTRACTOR SHALL REVIEW DRAWINGS AND SPECIFICATIONS THAT MAKE UP THE CONTRACT DOCUMENTS AND COMPLETE ALL WORK INCLUDED THEREIN. SCALE OF SECURITY DRAWINGS IS PROVIDED FOR REFERENCE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER CABLE LENGTHS, SIZE OF PATHWAYS, DIMENSIONS, ETC. 4-INCH FINGERDUCT RACEWAY WITH COVER. (BY DIV. 28) INTRUSION DETECTION CONTROL PANEL. (BY DIV. 28) 120VAC CIRCUIT, DEDICATED 20AMP. (BY DIV. 26) SECURITY DRAWINGS SHALL BE USED TO COMPLEMENT THE WRITTEN SPECIFICATIONS. TELEPHONE/NETWORK OUTLET. (BY DIV. 27) 1 2 3 4 5 6 8-FEET H X 4-FEET W X 1/2-INCH FIRE RATED PLYWOOD BACKBOARD. (BY DIV. 28) ALL NEW INTRUSION DETECTION CABLING SHALL ORIGINATE FROM THIS ROOM. 1. 2. 3. 4. 5. 6. 7. 8. 9. ANY DISCREPANCY OR CONFLICT WITHIN OR BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. DISCREPANCIES OR CONFLICTS NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SUBSEQUENTLY CLARIFIED DURING THE BIDDING OF THE PROJECT WILL BE DEEMED TO HAVE BEEN BID OR PROPOSED IN THE MORE COSTLY OR DIFFICULT MANNER, AND THE BETTER QUALITY OR GREATER QUANTITY OF WORK SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE ARCHITECT'S/ENGINEER'S INTERPRETATION. CONTRACTOR SHALL RESTORE ALL PENETRATIONS PROVIDED THROUGH FIRE RATED WALLS/STRUCTURES FOR SECURITY CABLING BACK TO THE ORIGINAL RATING. CONTRACTOR SHALL RESTORE ALL PENETRATIONS PROVIDED THROUGH NON-RATED WALLS/STRUCTURES FOR SECURITY CABLING FOR SOUND TO REDUCE NOISE TRAVELING THROUGH PENETRATIONS. ROUTE SHOWN ON DRAWINGS ARE DIAGRAMMATIC ONLY. CONDUIT PATHWAYS SHALL TAKE THE SHORTEST ROUTE TOWARDS THE TERMINATION ROOM LOCATED ON EACH FLOOR TO MINIMIZE THE CABLE LENGTH. CONDUIT SEGMENTS SHALL BE NO MORE THAN 100-FEET IN LENGTH WITH NO MORE THAN THE EQUIVALENT OF (2) 90 DEGREE BENDS BETWEEN PULLING POINTS. CONDUITS SHALL MAINTAIN A BEND RADIUS OF 6 TIMES THE DIAMETER OF THE CONDUIT FOR CONDUITS 2-INCHES OR SMALLER AND 10 TIMES THE DIAMETER OF THE CONDUIT FOR CONDUITS GREATER THAN 2-INCHES. 10. ALL SECURITY DEVICE CABLING SHALL BE ROUTED/CONCEALED WITHIN WALLS WHERE POSSIBLE. IN LOCATIONS WHERE CABLING CAN'T BE CONCEALED WITHIN WALLS, SURFACE MOUNTED EMT CONDUIT PAINTED TO MATCH EXISTING WALL FINISH SHALL BE USED. VERIFY LOCATIONS REQUIRING EMT WITH ARCHITECT PRIOR TO INSTALLATION. 11. ALL CONDUITS SHALL HAVE A PULL STRING INSTALLED FOR PULLING OF CABLE. 12. ALL SPARE CONDUITS OR CONDUITS FILLED WITH LESS THAN THE MAXIMUM ALLOWED FILL RATIO SHALL HAVE A PULL STRING INSTALLED AND LEFT FOR FUTURE PULLING OF CABLE. CLEARLY LABEL AS "PULL STRING" INDICATING OPPOSITE END LOCATION. y t i r u c e s & y g o o n h c e t l 0 0 8 . e t S , 4 . g d B l , c a p o M . S 5 2 4 4 3 0 1 . e t S , t s e W 0 1 - H I 0 0 2 8 5 3 7 8 7 s a x e T , n i t s u A 0 3 2 8 7 s a x e T , i t o n o n A n a S N I T S U A I O N O T N A N A S e v i r D k r a P l i a u Q 6 0 2 1 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P 8 5 7 8 7 s a x e T , n i t s u A 7 8 8 7 - 8 9 6 - 0 1 2 : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A I L I B A H E R & N O I T A V R E S E R P N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 THC CONTRACT NO: 808-18-0652 DATE: 11/21/2018 REV: SHEET NAME: FLOOR PLANS - TECHNOLOGY SHEET NO: T-122K 3 6 2 1 KEYED NOTES: 4 1/16-INCH x 4 1/16-INCH x 2 1/8-INCH DOUBLE GANG BOX (BY DIV 26). RECESS WHEN POSSIBLE. 1-INCH EMT CONDUIT FROM DOUBLE GANG BOX WITH 200 LBS PULL STRING AND NYLON BUSHING STUBBED TO CABLE TRAY (BY DIV 26). DOUBLE GANG PLASTER RING (BY DIV 26). SCHEDULED ARM/DISARM KEYPAD (REFERENCE SPECIFICATION). 1 2 3 4 4 KEYED NOTES: SCHEDULED PARTITION. SCHEDULED DOOR. HEAD OF DOOR FRAME. PROVIDE TAB AT DOOR FRAME TO SECURE CONDUIT DIRECTLY ABOVE DOOR POSITION SWITCH. 15/16" DIAMETER HOLE IN THE HEAD OF FRAME FOR CONCEALED DOOR CONTACT. 15/16" DIAMETER X 1 5/8" DEEP HOLE IN TOP OF DOOR FOR CONCEALED DOOR CONTACT MAGNET. 1/2" CONDUIT FROM 6" X 6" X 4" JUNCTION BOX ABOVE DOOR (BY DIV 26). DOOR CONTACT (REFERENCE SPECIFICATION). 1 2 3 4 5 6 7 1 6 7 4 2 5 3 6 7 5 4 3 KEYED NOTES: SCHEDULED PARTITION. HEAD OF DOOR FRAME. PROVIDE TAB AT DOOR FRAME TO SECURE CONDUIT DIRECTLY ABOVE DOOR POSITION SWITCH. SCHEDULED DOOR. 15/16" DIAMETER HOLE IN THE HEAD OF FRAME FOR CONCEALED DOOR CONTACT. 15/16" DIAMETER X 1 5/8" DEEP HOLE IN TOP OF DOOR FOR CONCEALED DOOR CONTACT MAGNET. 1/2" CONDUIT FROM 6" X 6" X 4" JUNCTION BOX ABOVE DOOR (BY DIV 26). DOOR CONTACT (REFERENCE SPECIFICATION). 1 2 3 4 5 6 7 1 6 7 5 4 3 2 TYPICAL ARM/DISARM KEYPAD DETAIL 1 T-511K SCALE: N.T.S. DOOR CONTACT - SINGLE DOOR RECESSED 2 T-511K SCALE: SCALE DOOR CONTACT - DOUBLE DOOR RECESSED 3 T-511K SCALE: SCALE 5 4 KEYED NOTES: CEILING DECK AS SCHEDULED. CEILING AS SCHEDULED. CEILING MOUNTED GLASS BREAK DETECTOR (REFERENCE DIV 28 SPECIFICATIONS FOR EXACT MODEL). 20 FOOT SERVICE LOOP ABOVE ACCESSIBLE CEILING NEATLY COILED AND SECURED TO J-HOOK (BY DIV 28). 1 2 3 4 5 6 1 J-HOOK ABOVE ACCESSIBLE CEILING (BY DIV 28). SECURITY CABLE ABOVE ACCESSIBLE CEILING (BY DIV 28). 5 4 6 KEYED NOTES: CEILING DECK AS SCHEDULED. CEILING AS SCHEDULED. CEILING MOUNTED MOTION DETECTOR (REFERENCE DIV 28 SPECIFICATIONS FOR EXACT MODEL). 20 FOOT SERVICE LOOP ABOVE ACCESSIBLE CEILING NEATLY COILED AND SECURED TO J-HOOK (BY DIV 28). J-HOOK ABOVE ACCESSIBLE CEILING (BY DIV 28). SECURITY CABLE ABOVE ACCESSIBLE CEILING (BY DIV 28). 1 2 3 4 5 6 2 1 3 3 2 3 4 1 2 KEYED NOTES: 4 1/16-INCH x 4 1/16-INCH x 2 1/8-INCH RECESSED DOUBLE GANG BOX (BY DIV 26). 3/4-INCH EMT CONDUIT FROM DOUBLE GANG BOX WITH 200 LBS PULL STRING AND NYLON BUSHING STUBBED TO ABOVE NEAREST ACCESSIBLE CEILING (BY DIV 26). SINGLE GANG PLASTER RING (BY DIV 26). SCHEDULED MOTION DETECTOR (BY DIV. 28). 1 2 3 4 TYPICAL INTERIOR CEILING MOUNTED GLASS BREAK DETECTOR 4 T-511K SCALE: N.T.S. TYPICAL INTERIOR CEILING MOUNTED MOTION DETECTOR 5 T-511K SCALE: N.T.S. TYPICAL MOTION DETECTOR - WALL MOUNT 6 T-511K SCALE: N.T.S. 1 2 43 5 KEYED NOTES: 1 2 3 4 5 4-INCH FINGERDUCT RACEWAY WITH COVER. (BY DIV. 28) INTRUSION DETECTION CONTROL PANEL. (BY DIV. 28) 120VAC CIRCUIT, DEDICATED 20AMP. (BY DIV. 26) TELEPHONE/NETWORK OUTLET. (BY DIV. 27) 8-FEET H X 4-FEET W X 1/2-INCH FIRE RATED PLYWOOD BACKBOARD. (BY DIV. 28) y t i r u c e s & y g o o n h c e t l 0 0 8 . e t S , 4 . g d B l , c a p o M . S 5 2 4 4 3 0 1 . e t S , t s e W 0 1 - H I 0 0 2 8 5 3 7 8 7 s a x e T , n i t s u A 0 3 2 8 7 s a x e T , i t o n o n A n a S N I T S U A I O N O T N A N A S e v i r D k r a P l i a u Q 6 0 2 1 3 1 0 0 - 0 6 9 ) 2 1 5 ( : e n o h P 8 5 7 8 7 s a x e T , n i t s u A 7 8 8 7 - 8 9 6 - 0 1 2 : e n o h P m o c . r e h g a l l a G n o s t u H w w w . N O I T A I L I B A H E R & N O I T A V R E S E R P N O I T A G E L H C N E R F E T I S C I R O T S I H E T A T S s a x e T , n i t s u A • t e e r t S s o c r a M n a S 2 0 8 THC CONTRACT NO: 808-18-0652 DATE: 11/21/2018 REV: SHEET NAME: SECURITY SYSTEM DETAILS SHEET NO: T-511K