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BUP2016 00036 SPECIAL INSPECTION REQUIRED N E State of Oregon Structural Specia#ty Cole O O TENANT PREPARATION FOR : Ln ❑�Conand Reinforcing Steef 00 alled in Concrete RECEIVED �i s L ❑ Special Moment-Resisting Concrete FrameX O F 16 .� a� (1)G1 [:3Reinforcing Steel&Prestressing Steel Tendons Aw ❑ Structural Welding CITY Of I; ARD O Q. t ❑ High-Strenght Bolting BUILDING DIVISION CL ❑ Structural Masonry ❑ Reinforced Gypsum Concrete W CITY OF'TIGAM ❑ Insulating Corcrrte Fill REVIEWED FOR CODE COMPLIANCE ❑ SprayNpplicf' F?esistiveAAaterieis t Approved: [ L� CL ® O eb v ❑ Pikngs,Drilled Piers and Caissons OTC: Ln [ 5 m ❑ Shotcrale Permit#: — rnm � � �! G co We the wo r I at your ❑ Special Grading,Excavation and Filling Address: �' .. � N ❑ y Suite #: !�2'[� � cc, Smoke-Controls stems w �. 0 Critt®r Ir>lupocuons By: Date: (d C ►1- �° ,."'� t/t lD LL. O OFFICE COPYWASHINGTON S UAREQ L ^ m O m O N SPACE L02 B N 0 94 �_' SW TIGARD , OREGON 94"" 7223 SCOPE OF WORK PROJECT DATA 6 INDEX OF DRAWINGS w w DESCRIPTION: SHT NAME BIND = 1 . PROJECT NAME: 5HOE MILL - TENANT PREPARATION DEMOLITION AND CLEARING OF AN EXISTING TENANT SPACE, AND CONSTRUCTION OF A NEW STOREFRONT W IN PREPARATION FOR A NEW TENANT. 2. PROJECT DESCRIPTION:—RETAIL --J THE SCOPE OF THIS PROJECT INCLUDES: DEFERRED SUBMITTALS: T PROJECT DATA, PROJECT LOCATION, SHEET INDEX 1 I- ® BUILDING 3. PROJECT LOCATION: WASHINGTON SQUARE MALL ❑ MECHANICAL ❑ SPRINKLER SW WA5HINGTON 5G2UARE N P4GE NO L02B SP1 GENERAL SPECIFICATIONS 2 W ❑ FIRE ALARM �_ ❑ ELECTRICAL ARD, OREGON 17223 - GONTAGT: KAREN MAYNARD karen.maynardomacerich.com❑ 153-6526SP2 GENERAL SPECIFICATIONS 3 PLUMBING PHONE: (602) 153-6526 ❑ SPRINKLER 3. TENANT: ERHGO, INC. DBA "SHOE MILL" A0. 1 DOOR & FINISH SCHEDULES 4 ❑ FIRE ALARM 10850 5E FULLER ROAD MILWAUKIE, OREGON 1-1222 CONTACT: ED HABRE ehobre@shoemill.com VICINITY MAP «� tr KEY PLAN PHONE: (503) 353-7-(07 D1 DEMOLITION PLAN, NOTES 5 ss 4. LANDLORD: MAGERIGH 1411 NORTHBLVD Al FLOOR PLAN 6 PHOENIX, ARIZONA 85028 CONTACT: KAREN MAYNARD - karen.maynard@macerich.com w PHONE: (602) 153-6526 THIS PROJECT IS IN A : A2. 1 ENLARGED STOREFRONT PLAN (INTERIOR) 7 WASHINGTON ® COVERED MALL BUILDING 5. ARCHITECT: 5640 NORTH 7 H STREET -SUITE B1 SQUARE MALL ❑ EXTERIOR OUTLET MALL PHOENIX, ARIZONA 85022 ❑ STREET LOCATION CONTACT: JONATHON SPINNER - jspinner@plec�erhenry.com A2.2 STOREFRONT ELEVATIONS (INTERIOR) 8 t� TEL: (602) 213-5500 FAX (602) 213-3506 6. GOVERNING CODES: ALL WORK SHALL BE IN CONFORMANCE WITH BUT NOT LIMITED TO THE A2.3 STOREFRONT SECTIONS (INTERIOR) 9 (1) 5 REQUIREMENTS OF THE FOLLOWING CODES AND AMENDMENTS: , L- s _ BUILDING: 2014 OREGON STRUCTURAL SPECIALTY CODE � N MEGHANIGAL: 2014 OREGON MECHANICAL SPEGIALTI' GORE A2.4 STOREFRONT DETAILS (INTERIOR) 10 Cr s N PLUMBING 2014 OREGON PLUMBING 5PEGIALTY CODE o � ELECTRICAL: 2014 OREGON ELECTRICAL 5PECIALTY CODE �b Dard°":mA3. 1 STOREFRONT ELEVATIONS & ENLARGED PLAN 11 HANDICAP: 2014 OREGON STRUCTURAL SPECIALTY CODE, GH. I I ,_ � m We R the worl at your � �� - 0 R J sw FIRE: 2014 OREGON FIRE CODE (EXTERIOR) 0 4 o O kir/BFt �: ENERGY: 2014 OREGON ENERGY EFFICIENCY CODE tY IV&ti.5tafbn 53 I .— C3- '•W�fu IletituliColfCawee SPACE L02 B - Hatt/Nim6us:WES[ �' zto a,"'' 7. SPACE DATA: (V TYPE OF CONSTRUCTION: IIB- FULLY SPRINKLERED n A3.2 STOREFRONT SECTIONS (EXTERIOR) 12 c � WK61 Cd A k TN ^Yiitl OCCUPANCY CLASSIFICATION: M - MERCANTILE <_ . EXISTING LEASE SPACE: 3,152 SQ. FT. W A3.3 STOREFRONT DETAILS (EXTERIOR) 13 REVISIONS: rya/IeJy� v PER ADDENDUM I „I N 211-21-1(o . ; + 14 L PER ADDENDUM 2 . I S1 . 1 GENERAL STRUCTURAL NOTES & DETAILS r 8 MUNICIPAL REVIEW:— m pCITY OF 7I5ARD BUILDING DIVISION 1-2'(-16 PER ARCHITECT w c:oe,tou' 41 StgGawtS, PERMIT CENTER BUILDING 13125 SW HALL BLVD. S2. 1 STOREFRONT FLOOR PLAN 15 4 --: =toSw I.«uass, I TIOARD, OREGON cl7.225 ,. CONTACT: PLAN REVIEW 1t. PHONE: 503-718-2431S2.2 STOREFRONT SOFFIT PLAN 16 SEAL: - -- „tl Sw Oak St _ SW Scholl T ,t i .„• •,-:,: Sw Oak.<.t . n..i away Town Center,n isft'n Open Ktichen _ - .�� �".. � - 9. FIRE SPRINKLERS: :n Tri SUV f. Fttgia�eod Cdy F'a�k � - f i AN AUTOMATIC FIRE SPRINKLER SYSTEM 15 EXISTING WITHIN THIS SPAG S3. 1 SECTIONS & DETAILS 17 Aiv1en�" as s�.n,• tr I , - THE CONTRACTOR SHALL REWORK AND MODIFY FOR NEW ROOM LAYOU (� V J 1 AND CEILING HEIGHTS IN CONFORMANCE WITH N.F.P.A. 15 STANDARDS Q aaJ ti q AND LOCAL CODES $ REGULATIONS. ALL WORK SHALL BE DONE BY A allALIFIED SPRINKLER CONTRACTOR WHO SHALL DESIGN AND PREPARE C- r��! - .,:n:s,.•a '�a> E SHOP DRAWINGS DSBUBMIT THEM TO THE LANDLORD FOR APPROVAL fB�YV r• :_.: :,,;• ay PRIOR TO FABRICATION AND INSTALLATION. SPRINKLER CONTRACTOR ':'::r.h lig .. SHALL BE LANDLORD APPROVED. �` �� N irk _ = VFestsltleCn,s,i,n i �OFCAu I l,gh School' 1 -27-16 DATE: °f1 -trf•.e•;. – Drks.n Na e7ak ct\& lj 12-28-15 DRAWN BY: DC NORTH NORTH FILE NAME: PH 1 TIGARD, OREGON 97223 WASHINGTON SQUARE MALL ® ROJECr UM PROJECT NUMBER: PH 15-078 i��i� ■���A„��l�l.S�1�.�l��Vii�.�,�■�� ;® '-:c.� I!•�l1l�Iii�A,�� �r s.���i�7����i�lq��i�� y LEVEL 1 OF 1 ® ta z ` GENERAL SPECIFICATIONS - --- --- --- o 0 Ln 01010 SUMMARY OF WORK 02050 DEMOLITION: 0_55100 MISCELLANEOUS METALS AND METAL FABRICATION: 015105 MISCELLANEOUS CARPENTRY: 00 � I. ALL DEMOLITION REQUIRED TO COMPLETE CONSTRUCTION FOR THIS PROJECT MUST BE I. PROVIDE FRAMING OF SIZE, TYPE AND DIMENSION AS SHOWN ON THE DRAWINGS AND AS MAY A. GENERAL: CONSIDERED PART OF TH15 CONTRACT AND SHOULD BE EXECUTED IN ACCORDANCE WITH THE A. GENERAL: BE REQUIRED BY CODE. AL50 PROVIDE BLOCKING AND BACKING AS NECESSARY FOR ''ONTRACT 4 CODE REQUIREMENTS. REFER TO THE DEMOLITION PLAN AND OTHER NOTES AND NSTALLATION OF SHELVING, FIXTURES, ACCESSORIES, FIN15H HARDWARE AND EQUIPMENT ON I. THIS PROJECT INCLUDES THE INTERIOR DEMOLITION AND CLEARING OF AN EXISTING TENANT I. THIS SECTION INCLUDES METAL TRIM, RAILINGS, GATES, AND OTHER CUSTOM METALWORK AS SPACE, AND CONSTRUCTION OF A NEW INTERIOR AND EXTERIOR STOREFRONT IN PREPARATION O 5PECIFICATION5 IN THESE DOCUMENTS TO DETERMINE THE FULL 50CFE OF DEMOLITION WORK MAY BE SHOWN OR INDICATED ON THE DRAWINGS. WALLS, FLOORS AND/OR GEILING5. REQU I RED. C N FOR A NEW TENANT. THE WORK SHALL INCLUDE ARCHITECTURAL IMPROVEMENTS AS SHOWN ON 2. PROVIDE FASTENERS AND ANCHORAGE OF THE TYPE, SIZE, MATERIAL AND FIN15H A5 OICL THESE DRAWINGS AND SPECIFICATIONS, 2. THE DRAWIN05 DO NOT NECESSARILY INDICATE THE FULL EXTENT OF THE WORK REQUIRED TO 2. SUBMIT SHOP DRAWINGS WHICH DETAIL FABRICATION AND ERECTION OF EACH METAL RECOMMENDED OR REQUIRED FOR THE APPLICATION, COMPLYING WITH APPLICABLE FEDERAL BE PERFORMED FOR THE SCOPE OF THIS PROJECT. INSPECT THE EX15TINO CONSTRUCTION FABRICATION SPECIFIED OR SHOWN ON THE DRAWINGS. INCLUDE DETAILS OF CONNECTIONS, 5PEGIFIGATION5 FOR NAILS, STAPLES, 50REN5, BOLTS, NUTS, WASHERS AND ANCHORING LL CL CAREFULLY TO DETERMINE THE FULL EXTENT OF WORK NEEDED AND THE UNUSUAL CONDITIONS WELDS, ANCHORAGE, AND FINISHES, AS MAY BE APPLICABLE. DEVIGES. B. CONTRACTOR RESPONSIBILITY: THAT MAY BE INVOLVED. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF FAILURE TO ESTIMATE THE FULL EXTENT OF DEMOLITION WORK REQUIRED. B. PRODUCTS: 3. WORK SHALL BE DONE IN ACCORDANCE WITH GODE REQUIREMENTS AND GENERALLY W I. GENERAL CONTRACTOR SHALL PROVIDE AND PAY FOR: LABOR, MATERIAL, EQUIPMENT, ACCEPTABLE INDUSTRY STANDARDS. TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, WATER, HEAT AND UTILITIES REQUIRED FOR 3. ALL WORK SHALL BE PERFORMED BY SKILLED AND PROPERLY EQUIPPED PERSONNEL. I. PROVIDE METAL PRODUCTS OF MATERIALS, IN SIZE, SHAPES AND WEIGHTS AS INDICATED ON CONSTRUCTION AS WELL AS ANY OTHER FACILITIES AND SERVICE NECESSARY FOR PROPER PERFORM GUTTING AND STRIPPING 50 THAT THE WORK TO REMAIN 15 UNDAMAGED AND IN THE DRAWINGS, OR A5 OTHERWISE NEEDED TO PROPERLY FABRICATE THE COMPONENT AS 4. STRUCTURAL FRAMING, IF REQUIRED, SHALL BE IN ACCORDANCE WITH STRUCTURAL ENGINEER'S EXECUTION AND COMPLETION OF THE WORK. SUCH A MANNER THAT NEW WORK CAN BE PROPERLY BE CONNECTED WITH IT. INTENDED BY THE DESIGN. DRAWINGS, SPECIFICATIONS AND CALCULATIONS. Lo 2. GENERAL CONTRACTOR SHALL SECURE AND PAY FOR THE FOLLOWING ITEMS, NECESSARY FOR 4. FURNI5H EQUIPMENT AND PERFORM LABOR REQUIRED TO EXECUTE THE WORK INDICATED ON 5. FRAMING MATERIALS SHALL BE PROPERLY STORED AND PROTECTED FROM DAMAGE BEFORE O EXECUTION AND COMPLETION OF THE WORK, AND AS APPLICABLE AT THE TIME OF RECEIPT OF THE DRAWINGS. 2. STEEL PLATES, SHAPES AND BARS: ASTM A36/A36M JSING. MATERIAL THAT 15 DAMAGED SHALL BE DISCARDED AND REPLACED WITH NEW, AND Lf) BIDS: PERMITS, FEES, LICENSES, BONDS AND INSURANCE'S REQUIRED BY LOCAL AUTHORITIES. UNDAMAGED MATERIAL. M 5. PROTECT EXISTING CONSTRUCTION AND EQUIPMENT, THAT ARE TO REMAIN, FROM DAMAGE. 3. STAINLESS STEEL SHEET, STRIP, PLATE AND FLAT BARS: ASTM A866, TYPE 304 C. REGULATORY AGENCIES: CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF WORK THAT 15 m O) DAMAGED DURING CONSTRUCTION. 4. STAINLESS STEEL BARS AND SHAPES: ASTM A276, TYPE 304 N N I. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL +' CODES, REGULATIONS AND ORDINANCES. 6. ALL DEMOLISHED WORK SHALL BE REMOVED FROM THR PROJECT SITE AND PROPERLY AND 5. STEEL TUBING: GOLD FORMED STEEL TUBING COMPLYING WITH ASTM A500 01 �OC1 ARCHITECTURAL WOODWORK: ��■ = N LEGALLY D15POSED OF. I. FINISHED WOODS SHALL BE OF THE TYPE SPECIFIED IN THE PLANS AND SHOULD COMPLY WITH y to 2. CONTRACTOR SHALL OBTAIN ALL NECESSARY INSPECTIONS AND APPROVALS FROM THE 6• STEEL PIPE: ASTM A53,STANDARD WEIGHT (SCHEDULE 40) UNLESS INDICATED OTHERWISE APPROPRIATE GOVERNING AUTHORITIES DURING CONSTRUCTION, AND PREMIUM GRADE WORK AS DESCRIBED IN "ARCHITECTURAL WOODWORK QUALITY L.L SHALL OBTAIN FINAL 7. NOISE CONTROL: CARRY ON ALL WORK IN A MANNER WHICH WILL PRODUCE THE LEAST '�"'J +.+ CERTIFICATE OF OCCUPANCY AT COMPLETION OF CONSTRUCTION. AMOUNT OF NOISE. INSTRUCT ALL WORKER5 IN NOI5E CONTROL PROCEDURES. CONTRACTOR -7. WELDING RODS AND ELECTRODES: SELECT ACCORDING TO AWS SPECIFICATIONS FORTHE STANDARDS PUBLISHED BY THE ARCHITECTURAL WOODWORK INSTITUTE. O G) SHALL COMPLY WITH ALL LANDLORD AND CITY NOSE CONTROL REGULATIONS OR METAL BEING WELDED. i D. REFERENCE STANDARDS: ORDINANCES. 2. THE WOOD SHALL BE STRAIGHT AND FREE OF BLEMISHES AND OF SUFFICIENT LENGTH TO4-1 5. ALUMINUM EXTRUSIONS: ASTM B221 (ASTM 5221M), ALLOY 6063-T6 PERMIT A MINIMUM NUMBER OF JOINTS. CONDITION WOODWORK TO PREVAILING HUMIDITY GONDITION5 IN INSTALLATION AREAS PRIOR TO INSTALLING. I. COMPLY WITH THE APPLICABLE 5PEGIFICATION5 AND STANDARDS OF UL, ASTM, ANSI, ANI, ■ a. ALUMINUM ALLOY ROLLED TREAD PLATE: A5TMB632/ 5632M, ALLOY 6061-T6 +-' O NEMA, AIA AND ALL OTHER STANDARDS OF MANUFACTURERS ASSOCIATIONS. 03010 CONCRETE: 3. N5TALL WOODWORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS O REQUIRED USING CONGEALED SHIMS. INSTALL TO A TOLERANCE OF I/8" IN 8'-O" FOR PLUMB M E. QUALITY ASSURANCE: AND LEVEL AND WITH NO VARIATIONS IN FLUSHNE55 OF ADJOINING SURFACES. ANCHOR r A. EXISTING CONCRETE: C. FINISHES: WOODWORK TO ANCHORS, OR BLOCKING BUILT-IN, OR DIRECTLY ATTACHED TO SUBSTRATE. -- Q M I. THE CONTRACTOR ASSUMES OVERALL RESPONSIBILITY FOR THE WORK OF THIS PROJECT TO SECURE WITH CONGEALED FASTENERS. Z (m ASSURE THAT ALL ASSEMBLES, COMPONENTS AND PARTS INDICATED OR REQUIRED COMPLY I. WHEN THE CONCRETE FLOOR SLAB 15 EXISTING, PREPARE THE SLAB AS NECESSARY FOR I. PROVIDE FINISHES IN TYPE, COLOR AND SHEEN AS SHOWN AND SPECIFIED IN THE DRAWINGS. N WITH CONTRACT DOCUMENTS. ANY 5UB5TITUTION5 MADE BY THE CONTRACTOR WITHOUT PRIOR PROPER INSTALLATION OF THE NEW FLOOR FIN15HES SHOW ON THE PLANS AND 4. ALL SURFACES SHALL BE 5ANDED TO A SMOOTH SURFACE, READY FOR STAINING OR FIN15H O N WRITTEN APPROVAL OF THE OWNER WILL BE REJECTED AND REPLACED AT THE SPECIFICATIONS. PAINTING AS PER DETAILS AND SCHEDULES. O CONTRACTOR'S EXPENSE. 2. METALS SHALL BE THOROUGHLY CLEANED, FREE OF DIRT, SCALES, RUST, OILS, ETC., AND Ili l0 INSPECT THE EXISTING SLAB AND DETERMINE THE AMOUNT OF CONCRETE TO BE REMOVED PROPERLY PREPARED PRIOR TO APPLICATION OF NEW FINISHES. 5. WHENEVER POSSIBLE, FINAL FINISHES SHALL BE APPLIED IN THE SHOP, AND FIELD FINISHING T- 2. F- 2. THE CONTRACTOR AL50 A55URES THAT ALL COMPONENTS, SPECIFIED OR REQUIRED TO FOR INSTALLATION OF ELECTRICAL, MECHANICAL, PLUMBING OR STRUCTURAL WORK. SHALL BE MINIMIZED. 55ATI5FACTORILY COMPLETE THE INSTALLATION ARE COMPATIBLE WITH EACH OTHER, WITH 3. APPLY FINISHES IN THE SHOP WHEREVER POSSIBLE AND PRACTICAL. WHEN FIELD FINISHING BECOMES NECESSARY, APPLY FINISHES ONLY WHEN TEMPERATURE IS ADJOINING SUBSTRATES, MATERIALS AND WORK BY OTHER TRADES, AND WITH THE 3. SANCUTTING, GORING AND REMOVAL OF EXISTING CONCRETE SHALL BE DONE IN STRICT IF FINISHES ARE FIELD APPLIED, APPLY ONLY WHEN TEMPERATURE 15 APPROPRIATE AND APPROPRIATE FOR THE FINISHING MATERIAL, AND PROTEGT FINISH FROM DUST AND CONTACT CONDITIONS OF INSTALLATION AND EXPECTED USE. ACCORDANCE WITH LANDLORD AND CODE REQUIREMENTS. NOTIFY THE LANDLORD AND PROTECT FINISHED WORK FROM DUST AND INTRUSION UNTIL COMPLETELY DRY. PROTECT UNTIL IT HAS DRIED AND CURED. OBTAIN APPROVAL PRIOR TO START OF WORK. WORK SHALL BE DONE IN A NEAT AND SURROUNDING MATERIALS AND FIN15HE5 FROM OVER5PRAY. F. FIRE RATED CONSTRUCTION: ORGANIZED MANNER. 4. FERROUS METALS SHALL BE PRIMED PRIOR TO APPLICATION OF FINAL FINISHES. I. WHEREVER A FIRE RESISTANCE CLASSIFICATION 15 INDICATED OR REQUIRED FOR 4. AFTER UNDERGROUND WORK 15 COMPLETED, PROPERLY BACKFILL TRENCHES OR PITS WITH CONSTRUCTION, PROVIDE MATERIALS, ACCESSORIES AND APPLICATION PROCEDURES WHICH GLEAN SOIL, AND COMPACT AS NECESSARY PRIOR TO INFILL OF NEW CONCRETE. 5. COMPLY WITH NAAMM'5 "METAL FINISHES MANUAL FOR ARCHITECTURAL AND METAL PRODUCTS" 0152110 ARCHITECTURAL HARDWARE: COMPLY WITH THE REQUIREMENT5 OF UL "FIRE RE515TANCE INDEX" FOR THE UL DESIGN FOR RECOMMENDATIONS FOR APPLYING THE DESIGNATED FINISHES. 5. CONCRETE POURBAGK SHALL BE FLUSH AND LEVEL WITH ADJACENT SLAB. MATCH EXISTING I. HARDWARE SHALL BE OF THE TYPE, FINISH AND MANUFACTURER SHOWN. MANUFACTURER'S NUMBERS CORRESPONDING WITH THE CONSTRUCTION ASSEMBLIES INDICATED. STRENGTH, COLOR AND MIX, AND FINISH. PROVIDE REINFORCING STEEL WHERE REQURIED. CATALOG NUMBERS USED HEREIN ARE INTENDED TO INDICATE THE QUALITY REQUIRED. D. FABRICATION: ALTERNATE MANUFACTURERS AND PRODUCTS MAY BE SUBMITTED TO THE TENANT FOR l) R_ NEW CONCRETE: SUBSTITUTION APPROVAL. I. FORM ORNAMENTAL METAL TO REQUIRED SHAPES AND SIZES, WITH TRUE CURVES, LINES AND Z 0'15,00 EXISTING CONDITIONS: 1. WHERE SHOWN ON THE PLANS, NEW CONCRETE SHALL BE INSTALLED IN AREA, THICKNESS AND ANGLES. PROVIDE COMPONENTS IN SIZES AND PROFILES INDICATED. 2. FURNISH HARDWARE TEMPLATES IN A TIMELY MANNER TO THE VARIOUS AFFECTED TRADES O I. GENERAL CONTRACTOR 15 TO VISIT THE JOB SITE TO INSPECT THE EXISTING CONDITIONS AND STRENGTH AS SPECIFIED. 2. PROVIDE NECESSARY REBATES, LUGS, AND BRACKETS TO ASSEMBLE UNITS AND TO ATTACH FOR COORDINATION OF THEIR WORK. �- TO VERIFY THE AMOUNT OF WORK THAT WILL BE NECESSARY FOR THE PROJECT TO BE 2. PROVIDE REINFORCING STEEL AS SPECIFIED. COMPLY WITH GRSI "MANUAL OF STANDARD TO OTHER WORK AS MAY BE NECESSARY. DRILL AND TAP FOR REQUIRED FASTENERS. USE COMPLETED ACCORDING TO THE CONSTRUCTION DOCUMENTS. PRACTICE" FOR FABRICATING, PLACING AND SUPPORTING OF REINFORCEMENT. CONGEALED FASTENERS WHEREVER POSSIBLE. 2. EXAMINE THE SUBSTRATES AND ADJOINING CONSTRUCTION, AND THE CONDITIONS UNDER WHICH 3. PROVIDE FORMWORK AND ACCESSORIES AS MAY BE REQUIRED, AND INSTALL IN 3. COMPLY WITH AW5 FOR RECOMMENDED PRACTICES IN SHOP WELDING AND BRAZING. GLEAN 07900 SEALANT: LL_ THE WORK 15 TO BE PERFORMED. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY ACCORDANCE KITH AGI 301. EXPOSED WELDED AND BRAZED JOINTS OF ALL FLUX, AND PRE55 ALL EXPOSED AND CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK HAVE CONTACT SURFACES. A. GENERAL: U BEEN CIONS DETRIMENTAL 4. COMPLY WITH RECOMMENDATIONS IN AC1504R FOR MEASURING, MIXING, TRANSPORTING AND W PLACING CONCRETE. 4. MILL JOINTS TO A TIGHT, HAIRLINE FIT. COPE OR MITER CORNER JOINTS. FORM JOINTS EXPOSED TO WEATHER TO EXCLUDE WATER PENETRATION. I. PROVIDE SEALANTS, EXPANSION JOINT MATERIAL AND JOINT BACKING THAT ARE �- 3. BEFORE PERFORMING ANY WORK OR ORDERING ANY MATERIAL, THE GENERAL CONTRACTOR 5. PROVIDE CONTROL JOINTS AS REQUIRED AND AS SHOWN ON THE PLANS. DEPTH OF JOINT APPROPRIATE FOR THE APPLICATION AND THE MATERIALS THAT THEY WILL BE USED ON. l/1 SHALL VERIFY ALL DIMENSIONS OF ANY EXISTING OR NEW WORK AND SHALL BE RESPONSIBLE SHALL BE AT LEAST ONE-FOURTH OF THE CONCRETE THICKNESS. 5. GUT, PUNCH AND SHEAR METALS CLEANLY AND ACCURATELY. REMOVE BURRS. W FOR THEIR ACCURACY.TION ANY DIFFERENCES G NITH 1,y EN ES UND SHALL BE SUBMITTED TO THE OWNER FOR 2. SEALANTS SHALL ESTABLISH AND MAINTAIN WATERTIGHT AND AIRTIGHT, CONTINUOUS JOINT W 6. PROVIDE CONSTRUCTION (EXPANSION) JOINTS A5 REQUIRED AND AS SHOWN ON THE PLANS. 6. EASE EXPOSED EDGES TO A RADIUS OF APPROXIMATELY 1/32", UNLESS OTHERWISE INDICATED. SEALS WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATES. v=i ■ ■ ■ DEPTH OF JOINT SHALL BE AT LEAST ONE-FOURTH OF THE CONCRETE THICKNESS. FORM BENT-METAL CORNERS TO SMALLEST RADIUS POSSIBLE WITHOUT CAUSING GRAIN 3. SUBMIT PRODUCT DATA FOR EACH TYPE OF SEALANT AND RELATED MATERIAL PROPOSED TO 7. SLABS SHALL BE FLAT AND LEVEL WITH A TOLERANCE NOT TO EXCEED I/8" IN ANY DIRECTION SEPARATION OR OTHERWISE IMPAIRING WORK. BE USED, AND A DESCRIPTION OF THE ASSOCIATED APPLICATION. 01610 PRODUCT HANDLING: ALONG A 10' STRAIGHTEDGE. 7. WELD CORNERS AND SEAMS CONTINUOUSLY. GRIND WELDS SMOOTH TO BE FLUSH AND B. PREPARATION: --- EXCEPTION: SLABS SHALL SLOPE TO FLOOR DRAINS WHERE INDICATED ON THE DRAWINGS, CONFORMING WITH ADJOINING SURFACES AND SHAPES. I. DELIVER AND STORE MATERIALS IN SEALED CONTAINERS AND BUNDLES, FULLY IDENTIFIED TO ALLOW POSITIVE DRAINAGE. 1. EXAMINE JOINTS TO BE SEALED TO DETERMINE THE APPROPRIATE METHOD AND TYPE OF WITH MANUFACTURER'S NAME, BRAND, TYPE AND GRADE. PROTECT MATERIALS FROM 8. PRE-ASSEMBLE ITEMS IN SHOP TO THE GREATEST EXTENT POSSIBLE, TO MINIMIZE FIELD CORROSION AND DAMAGE. STORE IN A DRY VENTILATED SPACE, OFF THE GROUND. 8. COMPLY WITH AGI 11"7, SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND SPLICING AND ASSEMBLY. SEALANT MATERIALS TO BE USED. MATERIALS". 11. PROVIDE FOR ANCHORAGE OF TYPE INDICATED, AND COORDINATE WITH 2. GLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT SEALANT, TO COMPLY WITH 2. G.G. IS RESPONSIBLE FOR THE SECURITY, CARE AND DAMAGE PREVENTION OF ALL MATERIALS q, CONCRETE FINISHING: ADJOINING/SUPPORTING STRUCTURE. FABRICATE AND SPACE ANCHORING DEVICES TO SECURE MANUFACTURER'S WRITTEN INSTRUCTIONS. AFTER DELIVERY TO JOB SITE. G.G. WILL BE BACKCHARGED FOR DAMAGES AND M1551NG COMPONENTS RIGIDLY IN PLACE AND TO SUPPORT REQUIRED LOADS. ITEMS. a. COMPLY WITH AGI 302.IR FOR SCREEDING, STRAIGHTENING AND FINISHING OF CONCRETE 3. PRIME JOINT SUBSTRATES WHERE RECOMMENDED BY SEALANT MANUFACTURER, AND AS MAY SURFACES. DO NOT NET FRESH CONCRETE SURFACES. IO.ALLOW FOR THERMAL MOVEMENT RESULTING FROM TEMPERATURE CHANGES TO PREVENT BE NF-CE55ARY FOR PROPER BONDING TO THE SUBSTRATE. �O BUCKLING, OPENING OF JOINTS, OVERSTRESS AND FAILURE OF WELDS AND CONNECTIONS, AND b. SCREED SURFACES WITH A STRAIGHTEDGE AND STRIKE OFF. BEGIN INITIAL FLOAT USING BULL OTHER DETRIMENTAL EFFECTS. 4. USE MASKING TAPE TO CREATE GLEAN, STRAIGHT BOUNDARIES AND TO PREVENT SEALANT D'1700 CLEANING/ADJUSTING/MAINTENANCE/WARRANTIES FLOATS OR DARBIE5 TO FORM A UNIFORM AND OPEN-TEXTURED SURFACE PLANE BEFORE FROM CONTACT WITH ADJACENT SURFACES THAT ARE NOT TO BE "CAULKED". REMOVE TAPE --- EXCESS MOISTURE OR BLEEDNATER APPEARS ON THE SURFACE. 11. REMOVE SHARP OR ROUGH AREAS ON EXPOSED TRAFFIC SURFACES. IMMEDIATELY AFTER TOOLING WITHOUT DISTURBING JOINT SEAL. A. GENERAL CLEANING: c. PROVIDE A HARD, STEEL TROWELED FINISH TO SURFACES THAT ARE TO BE EXPOSED TO VIEW 12.FORM EXPOSED CONNECTIONS WITH HAIRLINE JOINTS, FLUSH AND SMOOTH, USING CONGEALED C. INSTALLATION OF JOINT SEALANTS: OR COVERED WITH RESILIENT FLOORING, CARPET, OR CERAMIC AND QUARRY TILE. FASTENERS WHERE POSSIBLE. cr I. EXECUTE PERIODIC GLEANING DURING PROCESS OF WORK, AND AT COMPLETION OF THE WORK, I. INSTALL EACH TYPE OF SEALANT USED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN V) 50 THAT ALL FINISHED SURFACES ARE FREE OF ANY FOREIGN MATERIAL. d. TROWEL AND FINE-BROOM FINISH: WHERE CERAMIC OR QUARRY TILE IS TO BE INSTALLED BY E. INSTALLATION: INSTRUCTIONS. THIN-SET METHODS, APPLY A PARTIAL TROWEL FINISH, STOPPING AFTER SECOND TROWELING. COMPLY WITH RECOMMENDATIONS OF ASTM G11�13 FOR USE OF JOINT SEALANTS AS c D 2. CONDUCT GLEANING AND DISPOSAL OPERATIONS TO COMPLY WITH CODES, ORDINANCES, IMMEDIATELY AFTER SECOND TROWELING, ANWHILE CONCRETE IS STILL PLASTIC, SLIGHTLY I. PROVIDE ANCHORAGE DEVICES AND FASTENERS WHERE2. NECESSARY FOR SECURING APPLICABLE TO MATERIALSAPPLICATIONS AND CONDITIONS AS INDICATEDN O , . REGULATIONS, ANTI-POLLUTION LAW5. SCARIFY SURFACE WITH A FINE BROOM. FABRICATED COMPONENTS TO IN-PLACE CONSTRUCTION. >` m 3. REMOVE GREASE, MASTIC, ADHESIVES, DIRT, STAINS, LABELS AND OTHER FOREIGN MATERIALS e. NON-SLIP BROOM FINISH: APPLY A NON-SLIP BROOM FINISH TO SURFACES INDICATED AND 702. SET PIECES ACCURATELY IN LOCATION, ALIGNMENT AND ELEVATION 3. INSTALL SEALANT BACKING OF THE TYPE TO PROPERLY SUPPORT SEALANTS DURING ; N , MEASURED FROM •- FROM EXPOSED SURFACES. GENERAL CONTRACTOR SHALL REMOVE ALL CONSTRUCTION EXTERIOR CONCRETE SLABS. IMMEDIATELY AFTER FLOAT FINISHING, SLIGHTLY ROUGHEN ESTABLISHED LINES AND LEVELS. PROVIDE TEMPORARY BRACING, ANCHORS, OR FORMWORK APPLICATION, AND AT POSITION TO PRODUCE GROSS-SECTIONAL SHAPES, DEPTHS AND WIDTHTO ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY. .L N DEBRIS FROM J055ITE, ON A DAILY BASIS. TRAFFIC SURFACE BY GROOMING, WITH A FIBER BRISTLE BROOM, PERPENDICULAR TO THE FOR ITEMS THAT ARE TO BE BUILT INTO CONCRETE, MASONRY OR SIMILAR CONSTRUCTION. o N MAIN DIRECTION OF TRAFFIC. tA 4. REMOVE ALL CONSTRUCTION DEBRIS FROM JOB5ITE, ON A DAILY BASIS. 3. FIT EXPOSED CONNECTIONS ACCURATELY TOGETHER TO FORM TIGHT, HAIRLINE JOINTS. WHERE 4• INSTALL BOND BREAKER TAPE BEHIND SEALANTS WHERE SEALANT BACKINGS ARE NOT USED +, IO.GONGRETE PROTECTION AND CURING: BETWEEN SEALANT AND BACK OF JOINT. ca B. FINAL CLEANING: GUTTING, WELDING AND GRINDING ARE REQUIRED FOR PROPER SHOP FITTING AND JOINING OF L O N a. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING, AND EXCESSIVE HOT OR FABRICATED PIECES, RESTORE FINISHES TOELIMINATE ANY EVIDENCE OF SUCH CORRECTIVE 5. INSTALL SEALANTS BY PROVEN TECHNIQUE5 AND AS FOLLOWS: o I. PROVIDE A PROFESSIONAL GLEANING SERVICE TO EXECUTE FINAL GLEANING PRIOR TO GOLD TEMPERATURES. COMPLY WITH AGI 306.1 FOR GOLD WEATHER PROTECTION, AND AGI WORK. IMMEDIATELY AFTER SEALANT APPLICATION, AND BEFORE SKINNING OR CURING BEGINS, TOOL Ir- 3: Q O TURNOVER. 505R FOR HOT WEATHER PROTECTION FOR DURATION OF CURING. SEALANTS TO FORM SMOOTH, UNIFORM BEADS OF CONF15URATION INDICATED, TO ELIMINATE s J 4. FIELD WELDING: COMPLY WITH APPLICABLE AWS SPEGIFIGATION FOR PROCEDURES OF AIR POCKETS AND TO ENSURE CONTACT AND ADHESION OF SEALANT WITH SIDES OF JOINT. 2. REMOVE REMAINING WASTE, SURPLUS MATERIALS, RUBBISH AND CONSTRUCTION FACILITIES b. CURE FORMED AND UNFORMED CONCRETE FOR AT LEAST '7 DAYS BY M015TURE CURING, MANUAL SHIELDED METAL ARG WELDING, FOR APPEARANCE AND QUALITY OF WELDS, AND (V a Q) FROM THE SITE. MOISTURE - RETAINING - COVER CURING, CURING COMPOUND, OR A COMBINATION OF THESE. FOR METHODS USED IN GORREGTING WELDING WORK. 6. FINAL INSTALLATION SHALL BE NEAT AND GLEAN, WITH SMOOTH FINISH AND WITH NO EXCESS I a� N V (a WHEN USING MOISTURE-RETAINING-GONER CURING METHOD COVER CONCRETE SURFACES IN 5. CORROSION PROTECTION: GOAT CONGEALED SURFACES OF ALUMINUM THAT WILL COME IN SEALANT ON SURROUNDING SURFACES. r C � .., co co 3. GLEAN EQUIPMENT AND FIXTURES TOA SANITARY CONDITION, USING GLEANING MATERIALS WIDE5T PRACTICABLE WIDTH, WITH SIDES AND ENDS LAPPED AT LEAST 12", AND SEALED BY OIn CL THAT ARE APPROPRIATE FOR THE SURFACE AND MATERIALS BEING GLEANED. WATERPROOF TAPE OR ADHESIVE. IMMEDIATELY REPAIR ANY HOLES OR TEARS DURING CONTACT WITH GROUT, CONCRETE, MASONRY, WOOD, OR DISSIMILAR METALS, WITH A HEAVY D. CLEANING: °` CURING PERIOD USING GOER MATERIAL AND WATERPROOF TAPE. GOAT OF BITUMINOUS PAINT. W � 4. GLEAN INTERIOR AND EXTERIOR GLASS $ ALL WALL, GEILING AND FLOOR SURFACES. REMOVE I. AS THE WORK PROGRE55E5 GLEAN OFF EXCE55 SEALANTS AND SMEARS ON SURFACES REVISIONS: TEMPORARY LABELS, STAINS AND FOREIGN SUBSTANCES. POLISH ALL TRANSPARENT AND 11. FIELD QUALITY CONTROL: 6. ADJUST HANDRAILS AND RAILINGS BEFORE ANCHORING TO ASSURE PROPER HEIGHT AND ADJACENT TO THE WORK U51NO METHODS AND GLEANING MATERIALS APPROVED IN WRITING GLOSSY SURFACES. ALIGNMENT AS INDICATED ON DRAWINGS AND AS MAY BE REQUIRED BY CODE. BY THE MANUFACTURERS OF THE SEALANT(S) AND SURROUNDING MATERIALS. 5. PREMISES SHALL BE LEFT IN A FULLY GLEANED CONDITION READY FOR FINAL OCCUPANCY BY a. TESTING AGENCY: ENGAGE A QUALIFIED, INDEPENDENT TESTING AND INSPECTION AGENCY TO N -IQ-16 PER ADDENDUM I SAMPLE MATERIALS, PERFORM TESTS, AND SUBMIT TE57 REPORTS DURING CONCRETE F. CLEANING: I THE OWNER. PLACEMENT ACCORDING TO REQUIREMENTS SPECIFIED HEREIN. PERFORM TESTS ACCORDING TO AGI 301. I. TOUGH-UP PAINTING: IMMEDIATELY AFTER ERECTION, GLEAN FIELD WELDS, BOLTED A 1-21-16 PER ADDENDUM 2 C. ADJUSTING: CONNECTIONS, AND ABRADED AREAS OF SHOP PAINT. PAINT EXPOSED AREAS WITH THE SAME 03100 HOLLOW METAL DOORS AND FRAMES: C b. TESTING FREQUENCY: OBTAIN ONE GOMFOS17E SAMPLE FOR EACH DAYS' POUR OF EACH MATERIAL USED FOR SHOP PAINTING TO COMPLY WITH SSPC-PAI FOR TOUGHING UP SHOP G 127-16 PER ARCHITECT I. ADJUST OPERATING EQUIPMENT, PRODUCTS AND SYSTEMS A5 NEEDED TO ENSURE PROPER CONCRETE MIX EXCEEDING 5 CU. YD., BUT LESS THAN 25 CU. YD. PLUS ONE SET FOR EACH PAINTED SURFACES. TOUGH UP PAINT SHALL MATCH SHOP PAINT IN COLOR, FILM THICKNESS I. PROVIDE DOORS AND FRAMES A5 SHOWN AND SPECIFIED IN THESE DRAWINGS. OPERATING CONDITIONS AT TIME OF TURN-OVER. ADDITIONAL 50 GU. YD., OR FRACTION THEREOF. AND SMOOTHNESS, AND SHALL BE BLENDED TO MATCH. 2. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHO HAVE BEEN IN SATISFACTORY w 2. PROVIDE TESTING AND BALANCE REPORTS, WHERE REQUIRED, TO 5HON COMPLIANCE WITH 12.REPAIRS: 2. GALVANIZED SURFACES: CLEAN FIELD WELD5, BOLTED CONNECTIONS AND ABRADED USE IN 51MILAR SERVICE FOR AT LEAST 10 YEARS. CL OPERATIONAL REQUIREMENTS. SURFACES AND REPAIR GALVANIZING TO COMPLY WITH A5TM A780. USE EXPERIENCED INSTALLERS. SEAL: a. REMOVE AND REPLACE CONCRETE THAT DOES NOT COMPLY WITH REQUIREMENTS OF THIS D. MAINTENANCE: SECTION. 3. GLEAN STAINLE55 STEEL BY WASHING THOROUGHLY WITH GLEAN WATER AND SOAP, AND 3. COMPLY WITH GOVERNING CODES AND REGULATIONS. INSTALLATION SHALL CONFORM WITH I. PROVIDE SPARE PARTS AND MAINTENANCE WHERE REQUIRED IN THE CONSTRUCTION RINSING WITH GLEAN WATER. APPLICABLE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION FOR DISABLED ACCESS, INCLUDING, BUT NOT LIMITED TO THE ADA. DOCUMENTS. 4. DELIVER, HANDLE AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S �pt0 2. PREPARE AN "OPERATION AND MAINTENANCE INSTRUCTIONS" BINDER, WITH THE PROJECT NAME 05010 STRUCTURAL METALS: INSTRUCTIONS. MAINTAIN FACTORY PACKAGING AND PROTECTIVE COVERINGS UNTIL TIME FOR Q AND ADDRESS, CONTAINING GUT SHEETS, DATA AND MAINTENANCE INSTRUCTIONS OF INSTALL. PROTECT AND STORE MATERIALS TO PREVENT IMPACT AND MOISTURE DAMAGE. CONTRACTOR SUPPLIED EQUIPMENT AND SYSTEMS. I. REFER TO STRUCTURAL ENGINEERING DRAWINGS AND SPECIFICATIONS, WHERE STRUCTURAL * C- PROVIDE 2 COPIES TO OWNER FOR THEIR RECORDS. WORK 15 REQUIRED. 5. SUBMIT SHOP DRAWINGS FOR EACH TYPE OF DOOR AND FRAME BEING PROVIDED. DRAWINGS �tyy SHALL INCLUDE FRAME CONFIGURATION, ANCHOR TYPES AND SPACING, LOCATION OF E. WARRANTIES: 2, WHERE STRUCTURAL STEEL 15 TO BE LEFT EXPOSED AND ARCHITECTURAL FINISHES ARE GUT-OUTS AND REINFORCING FOR HARDWARE, DOOR ELEVATIONS, MATERIAL GAUGE AND I. EXECUTE AND ASSEMBLE TRANSFERABLE WARRANTY DOCUMENTS FROM SUB-CONTRACTORS, REQUIRED PER THESE DRAWINGS, REFER TO SECTION 05500. THICKNESS. COORDINATE WITH HARDWARE SCHEDULE SUBMITTAL. OFCAL� SUPPLIERS, AND MANUFACTURERS. 6. PROVIDE FRAME SUPPORTS AND ANCHORS IN THE TYPE AND QUANTITY TO SECURE THE FRAME 1 -27-16 SOLIDLY IN THE DESIGNATED WALL, FRAME SHALL BE INSTALLED PLUMB, LEVEL AND SQUARE 2. ASSEMBLE ALL WARRANTEE DOCUMENTS IN A BINDER AND SUBMIT TO THE OWNER FOR THEIR WITHIN THE OPENING. RECORDS. 7DATE: . INTERIOR HOLLOW METAL DOORS SHALL BE MIN. 18 GA. CONSTRUCTION, AND EXTERIOR F. PROTECTION: HOLLOW METAL DOORS SHALL BE MIN. 16 GA. CONSTRUCTION, UNLESS OTHERWI5E SPECIFIED. 12-28-15 I. PROTECT AND MAINTAIN THE CONDITION OF ALL WORK FOR THE DURATION OF CONSTRUCTION 8. HOLLOW METAL FRAMES SHALL BE 16 GA., ALL WELDED CONSTRUCTION. DRAWN BY: TO BE FREE OF DAMAGE AND IMPERFECTION AT THE TIME OF FINAL TURNOVER TO THE TP OWNER. (CONTINUED ON SHEET 5P2) FILE NAME: PH 15-078-SP1 PROJECT NUMBER: Ln PH 15-078 W S F_ - - - Y GENERAL SPECIFICATIONS (CONTINUE ®) N -- 0 0 Ln 08100 HOLLOW METAL DOORS AND FRAMES (CONTINUED): B. PRODUCTS AND MATERIALS: E. FINISHING GYPSUM BOARD: 09680 CARPET: 00 c I. SUSPENDED CEILING AND SOFFIT FRAMING: I. PRE-FILL OPEN JOINTS AND DAMAGED SURFACE AREAS. 9. SHOP FABRICATE TO REQUIRED SIZES AND SHAPES. FORM AND WELD WITH STRAIGHT ARISES, A. PRODUCTS: ED6E5 AND CORNERS, FREE FROM WARP, HAVE, BUCKLE, DENTS AND OTEHR DEFECTS, a. GENERAL: COMPLY WITH ASTM 0-154 FOR CONDITIONS INDICATED. 2. APPLY JOINT TAPE OVER GYPSUM BOARD JOINTS, EXCEPT FOR THOSE WITH TRIM HAVING X WELDING SHALL CONFORM WITH APPLICABLE STANDARDS OF AWS FOR HIGH GRADE METAL FLANGES NOT INTENDED FOR TAPE. I. PROVIDE CARFETIN6 OF TYPE, SIZE, COLOR, FINISH AND QUANTITY AS SPECIFIED IN THE "FINISH WORK. USE OF EXCESSIVE FILLERS TO CONGEAL MANUFACTURING DEFECTS 15 NOT b. TIE WIRE: ASTM A641/ A641M, CLASS I ZING COATING, SOFT TEMPER, 0.0625 INCH DIAMETER SCHEDULE", AND AS INDICATED ON THESE DRAWIN55. .N AGCEFTABLE. WIRE. 5. APPLY JOINT TAPE OVER GYPSUM BOARD JOINTS, EXCEPT FOR THOSE WITH TRIM HAVING 04 FORM MOLDED MEMBERS STRAIGHT AND TRUE, WITH JOINTS COPED OR MITERED, WELL FLANGES NOT INTENDED FOR TAPE. 2. ALL INSTALLATION MATERIALS SHALL BE NEW, OF ONE MANUFACTURER, AND SHALL BE ..0 FORMED AND IN TRUE ALIGNMENT. DRESS WELDED JOINTS ON EXPOSED SURFACES 50 THEY c. CARRYING CHANNELS: 1 1/2" GOLD ROLLED, COMMERCIAL STEEL CHANNEL, WITH DELIVERED TO THE SITE IN UNOPENED AND UNDAMAGED CONTAINERS. ARE SMOOTH AND INVISIBLE AFTER FINISHING. MANUFACTURER'S STANDARD, CORROSION RESISTANT, ZING COATING. 4. FINISH GYPSUM BOARD SURFACES TO LEVELS INDICATED BELOW, ACCORDING TO ASTM G-840, FOR LOCATIONS INDICATED. 3. SUBMIT COLOR SAMPLES, PRODUCT LITERATURE AND TECHNICAL DATA TO ARCHITECT AND d. FURRING CHANNELS: ZING COATED, COMMERCIAL GRADE CHANNELS IN SIZES SHOWN. IO.PREPARE DOORS A5 NECESSARY TO RECEIVE THE SPECIFIED HARDWARE. INCLUDE ALL OWNER FOR REVIEW PRIOR TO INSTALLATION. ^ , BACKING AND REINFORCING NECESSARY TO SUFFICIENTLY SUPPORT THE HARDWARE. PUNCH, a. CEILING PLENUM AND CONGEALED AREAS: LEVEL I - EMBED TAPE AT ALL JOINTS WITH VJ DRILL At-, MORTISE, ETC. FOR PROPER INSTALLATION OF HARDWARE. (COORDINATE WITH THE e. GRID SUSPENSION SYSTEM FOR INTERIOR CEILINGS: ASTM G645, DIRECT HUNG SYSTEM JOINT COMPOUND, AND APPLY COMPOUND OVER ALL FASTENER HEADS. 4. PROVIDE ACCESSORIES NECESSARY FOR A COMPLETE AND FINISHED INSTALLATION, AND AS GOMF05ED OF MAIN BEAMS AND GRO55-FURRING MEMBERS THAT INTERLOCK. REQUIRED FOR PROPER TRANSITION TO ADJOINING FLOOR SURFACES. HARDWARE SCHEDULE) b. WALLS RECEIVING TILE AND OTHER PRE-FINISHED PANELS: LEVEL 2 - AFTER EMBEDMENT f. PROVIDE CONCRETE INSERTS, CLIPS, BOLTS, SCREWS AND OTHER DEVICES APPLICABLE TO OF TAPE, APPLY SEPARATE FIRST GOAT OF JOINT COMPOUND OVER TAPE, FASTENERS AND B. INSTALLATION: II. SHOP PRIME DOORS AND FRAMES WITH RUST INHIBITIVE PAINT OR ENAMEL, THAT 15 SUITABLE THE INDICATED METHOD OF STRUCTURAL ANCHORAGE FOR CEILING HANGERS. TRIM FLANGES. � AS A BASE FOR THE SPECIFIED FINISHES. LO 2. PARTITION AND SOFFIT FRAMING: 1. ACCEPTABILITY AND PREPARATION OF SURFACES: II. INSTALL FRAMES SOLIDLY IN THE WALL, PLUMB, SQUARE AND TRUE. BRACE FRAMES AS c. WALLS RECEIVING PAINT AND OTHER SIMILAR FINISHES EXPOSED TO VIEW: LEVEL 4 - AFTER EMBEDMENT OF TAPE, APPLY SEPARATE FIRST, FILL AND FINISH GOATS OF JOINT a. PRIOR TO INSTALLATION, VERIFY THAT ALL SURFACES TO RECEIVE CARPET ARE M NECESSARY TO MAINTAIN THEIR POSITION AND ALIGNMENT DURING CONSTRUCTION OF a- GENERAL: COMPLY WITH ASTM 0754 FOR CONDITIONS INDICATED. COMPOUND OVER TAPE, FASTENERS AND TRIM FLANGES, TO PROVIDE A SMOOTH AND EVEN STRUCTURALLY SOUND, AND PREPARED FOR INSTALLATION OF CARPET. REPORT ALL ■ 0) r1 ADJACENT WORK. PROVIDE THE PROPER NUMBER AND TYPE OF ANCHORS AS REQUIRED FOR SURFACE FOR FINAL FINISHES. UNACCEPTABLE SURFACES TO THE OWNER AND ARCHITECT, IN WRITING, AND DO NOT m m PROPER INSTALLATION AND FASTENING TO THE WALL. b. STEEL SHEET COMPONENTS: COMPLY WITH ASTM G645 REQUIREMENTS FOR METAL AND WITH N PROCEED WITH INSTALLATION UNTIL THEY ARE BROUGHT WITHIN PROPER TOLERANCES. MANUFACTURER'S STANDARD CORRO51ON RESISTANT ZING COATING. +' N II. HANG DOORS IN APPROPRIATE FRAME AND ADJUST FOR PROPER CLEARANCES AND F. ACCESS PANELS: b. ALL SURFACES MUST BE MUST BE GLEAN, DRY AND FREE OF CURING COMPOUNDS, OIL, O OPERATION. PROVIDE 1/8" CLEARANCE AT JAMBS AND HEAD, AND BETWEEN DOOR LEAFS c. STEEL STUDS AND RUNNERS: A5TM G645. PROVIDE 51ZE AND GAUGE A5 INDICATED ON THE to kD (UNLESS REQUIRED OTHERWISE FOR SPECIFIED HARDWARE). DRAWINGS. THICKNESS OF METAL SHALL BE NOT LESS THAN 20 GA. I. PROVIDE AND INSTALL ACCESS PANELS A5 MAY BE REQUIRED FOR CONGEALED VALVES OR GREASE, WAX, DIRT, DUST, FORM RELEASES AND OTHER SUBSTANCES THAT WOULD � OTHER EQUIPMENT THAT MUST REMAIN ACCESSIBLE FOR USE AND SERVICE. NEGATIVELY IMPACT THE BONDING OF THE ADHESIVE TO THE SUBSTRATES. LL. 12.AFTER DOORS AND FRAMES ARE INSTALLED, GLEAN AND TOUGH-UP PRIMER, AND PREPARE 5. GYPSUM WALLBOARD: 2. ACCESS PANELS SHALL BE FLUSH TYPE (NO EXPOSED FLANGES) AS MANUFACTURED BY 2. INSTALLATION OF CARPET: DOORS FOR FINAL FINISH. APPLY SPECIFIED FINISHES IN PROPER SEQUENCE AND SCHEDULE a. GENERAL: PROVIDE MAXIMUM LENGTHS AND WIDTHS AVAILABLE THAT WILL MINIMIZE JOINTS "MILGOR" OR EQUAL, AND SIZED AS REQUIRED FOR PROPER ACCESS TO THE EQUIPMENT, OR N WITH THE CONSTRUCTION PROCESS. IN EACH AREA AND CORRESPOND WITH SUPPORT SYSTEM INDICATED. AS SHOWN ON THE DRAWINGS. a. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND GUIDELINES. 12.AFTER DOORS AND FRAMES ARE FINISHED, AND ALL HARDWARE 15 INSTALLED, MAKE FINAL -� D ADJUSTMENTS AS MAY BE REQUIRED TO ASSURE SMOOTH AND PROPER OPERATION OF THE b. PROVIDE 5/8" TYPE 'X' GYPSUM WALLBOARD WITH TAPERED EDGES FOR TYPICAL 3. PANELS SHALL BE FACTORY PRIMED, READY FOR FINISHING IN THE FIELD. b. USE AS LARGE OF PIECES A5 POSSIBLE TO MINIMIZE SEAMS. CARPET PIECES SHALL BE RUN �. I� O DOOR. APPLICATIONS, WHERE SHOWN. IN THE SAME DIRECTION, WITH SEAMS AND PATTERNS MATCHED. M v I G. TILE BACKING: 5/8 WATER RESISTANT GYPSUM BOARD. ALTERNATE: 1/2" GEMENT BOARD, c. SEAMS SHALL BE TIGHT, AND SHALL NOT BE VISIBLE ONCE INSTALLATION IS COMPLETE. O M O'3:IOCI CERAMIC TILE: VISIBLE SEAMS WILL BE REJECTED, AND NEW INSTALLATION REQUIRED TO MAKE RIGHT. Ol 4. MISCELLANEOUS: --- z N 0871(1 DOOR HARDWARE d. CARPET SHALL BE ROLLED, STRETCHED AND FLATTENED TO A55URE PROPER BONDING TO O a. FASTENERS: PROVIDE SCREWS AND FASTENERS OF SIZE AND TYPE APPROPRIATE FOR THE N MATERIAL AND USE INTENDED, IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. A. PRODUCTS: THE FLOOR. to A. GENERAL: 1. CERAMIC TILE SHALL CONFORM TO REQUIREMENTS OF AN51 A157.1, LATEST ADDITION. 3. GLEANING AND PROTECTION: Ln b. DRYWALL ACCESSORIES: PROVIDE JOINT COMPOUNDS, TRIM, BEAD5, EDGES, ETC. FROM A V_ F- I. PROVIDE DOOR HARDWARE AS SCHEDULED ON DRAWINGS AND AS SPECIFIED HEREIN. 51NOLE SOURCE SUPPLIER. TRIM SHALL INCLUDE TAPERED, GROOVED AND FREPUNCHED FINS 2. PROVIDE TILE OF TYPE, SIZE, GOLOR, FINISH AND QUANTITY AS 5PEGIFIED IN THE "FINISH a. THOROUGHLY SWEEP AND GLEAN NEW EPDXY FLOOR AND BADE. REMOVE UNBONDED HARDWARE ITEMS OF EACH TYPE SHALL BE OF THE SAME MANUFACTURER UNLESS OTHERWISE FOR SCREW ATTACHMENT, AND TO ACCEPT BONDING AGENT. ALL BUTT JOINTS ARE TO BE SCHEDULE", AND AS INDICATED ON THESE DRAWINGS. MATERIALS. SPECIFIED. NEAT AND ALIGNED WITH TIGHT JOINTS. ALL CORNERS SHALL BE MITERED. PRODUCT ITEMS NOT SPECIFICALLY IDENTIFIED, BUT NECESSARY, SHALL ALSO BE PROVIDED. 5. USE APPROPRIATE SETTING MATERIALS IN ACCORDANCE WITH ANSI A108, AIIB AND A156, AND b. PROTECT FINISHED INSTALLATION WITH GLEAN HEAVY CONSTRUCTION PAPER OR OTHER THESE ITEMS SHALL BE OF THE SAME TYPE AND GRADE AS THE SPECIFIED HARDWARE AND c. JOINT TREATMENT: PROVIDE U.S. GYPSUM OR GOLD BOND PRODUCTS OF COMPOUNDS AND AS APPLICABLE FOR THE SPECIFIED TILE AND INSTALLATION CONDITIONS. HEAVY COVERING DURING REMAINDER OF CONSTRUCTION TO PROTECT TILE FROM STAINING SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER AND THE ARCHITECT. PERFORATED TAPE. OR DAMAGE. 2. SHOULD THE SPECIFIED HARDWARE CONFLICT WITH THE CONFIGURATION OF DOORS, FRAMES C. INSTALLING STEEL FRAMING: 4. U5E APPROPRIATE GROUTING MATERIALS IN ACCORDANCE WITH ANSI A118, AND A5 FOOT OR WHEEL TRAFFIC SHALL NOT BE PERMITTED ON THE FLOOR FOR AT LEAST THREE APPLICABLE FOR THE 5PEGIFIED TILE AND INSTALLATION CONDITIONS. PROVIDE GROUT OF DAYS AFTER INSTALLATION. AND SURROUNDING CONSTRUCTION, PROVIDE COMPARABLE ALTERNATIVE HARDWARE WHICH COLOR AND TYPE AS SPECIFIED IN THE "FINISH 5GHEDULE". MAINTAINS INTENDED FUNCTION OF DOOR, AS SELECTED BY CONTRACTOR AND SUBJECT TO 1. GENERAL: APPROVAL OF OWNER AND ARCHITECT. a. COMPLY WITH ASTM G754 ANS A5TM 0540 STANDARDS AS APPLICABLE TO FRAMING 5. WATERPROOFING AND ANTI-FRACTURE MEMBRANE: SELECT PER ANSI A118.10 AS REQUIRED 5. SUBMITTALS: SUBMIT SPECIFICATION LIST AND GUT SHEETS OF EACH PIECE OF HARDWARE INSTALLATION. PER 51TE CONDITIONS OR AS SPECIFIED IN THESE DOCUMENTS. 09900 PAINTING: Ln BEING PROVIDED, FOR OWNER'S AND ARCHITECT'S REVIEW. SUBMITTAL SHALL BE COMPLETE b. IN57ALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING AT TERMINATIONS IN GYPSUM 6. GROUT SEALER: CLEAR PENETRATING SEALER. Z AND DETAILED AS TO FUNCTION, FINISH, LOCATION AND QUANTITY FOR EACH INTENDED ODOR. D A. GENERAL: 0 BOARASSEMBLIES TO SUPPORT FIXTURES, EQUIPMENT SERVICES, HEAVY TRIM, GRAB 7. 5UBM17TALS: SUBMIT PRODUCT LITERATURE FOR EACH MATERIAL BEING SUPPLIED, AND 3 4. FURNISH OWNER WITH MAINTENANCE DATA AND PROCEDURES, MANUFACTURER'S WARRANTEE BARS, TOILET ACCESSORIES, FURNISHINGS OR SIMILAR CONSTRUCTION. COMPLY WITH SAMPLES OF EACH TYPE OF TILE, FOR OWNER'S REVIEW. I. PAINT EXF05ED SURFACES WHERE INDICATED. IF AN ITEM OR AREA 15 NOT SPECIFICALLY AND SPECIAL TOOLS. DETAILS INDICATED AND WITH GYPSUM BOARD MANUFACTURER'S RECOMMENDATIONS AND MENTIONED OR 5HOWN, PAINT HE ITEM OR SURFACE TO MATCH SIMILAR ADJACENT MATERIALS WITH "USG'S DRYWALL HANDBOOK". B. INSTALLATION: OR SURFACES. IF A COLOR OF FINISH 15 NOT INDICATED, ARCHITECT WILL SELECT A COLOR 5. KEYING: _ c. ISOLATE STEEL FRAMING FROM BUILDING STRUCTURE AT LOCATIONS INDICATED TO I. ACCEPTABILITY OF SURFACES: FROM THE "FINISH 5GHEDULE". a. COORDINATE KEYING AND MASTER KEYING WITH OWNER. PREVENT TRANSFER OF LOADING IMF05ED BY STRUCTURAL MOVEMENT. 2. PAINTING INCLUDES FIELD PAINTING OF EXPOSED BARE AND COVERED PIPES AND DUCTS, LL_ a. PRIOR TO START OF TILING, VERIFY THAT ALL SURFACES TO BE TILED ARE STRUCTURALLY HANGER5, EXPOSED STEEL AND IRON SUPPORTS, AND SURFACES OF MECHANICAL AND b. PROVIDE CONSTRUCTION GORES, WHERE APPLICABLE, DURING CONSTRUCTION, AND d. DO NOT BRIDGE BUILDING CONTROL OR EXPANSION JOINTS WITH STEEL FRAMING OR U REPLACE WITH PERMANENT KEYWAYS AT COMPLETION OF THE PROJECT. FURRING MEMBERS. FRAME BOTH SIDES OF JOINTS INDEPENDENTLY. SOUND, TRUE TO PLANE, AND FALL WITHIN MAXIMUM TOLERANCES SHOWN BELOW: ELECTRICAL EQUIPMENT THAT DO NOT ALREADY HAVE A FACTORY APPLIED FINAL FINISH. LLJ - WALLS: 1/8" IN 5' cL 2. SUSPENDED CEILING AND SOFFIT FRAMING: - FLOORS: I/8" IN 10' 3. DO NOT PAINT PRE-FINISHED ITEMS, CONGEALED SURFACES, FINISHED METAL SURFACES, V) B. PREPARATION/EXECUTION: REPORT ALL UNACCEPTABLE SURFACES TO THE OWNER AND ARCHITECT, IN WRITING, AND OPERATING PARTS OR LABELS, UNLE55 SPECIFICALLY INSTRUCTED TO DO 50. a. INSTALL CEILING HANGERS FROM BUILDING STRUCTURAL MEMBERS, PLUMB AND FREE FROM DO NOT PROCEED WITH TILING THESE SURFACES UNTIL THEY ARE BROUGHT WITHIN PROPER I. COORDINATE THE WORK WITH DOOR AND FRAME SUPPLIER, AND OTHER TRADES THAT MAY BE CONTACT WITH OTHER OBJECTS THAT ARE NOT A PART OF THE SUSPENSION SYSTEM. TOLERANCES. 4. DO NOT PAINT OVER U.L., FMO, OR OTHER (,ODE REQUIRED LABELS, OR EQUIPMENT NAME, N ■ ■ ■ ■ AFFECTED BY THIS WORK. IDENTIFICATION, PERFORMANCE RATING, OR NOMENCLATURE PLATES. b. WHERE DUCTS AND OTHER CONSTRUCTION ABOVE CEILING INTERFERE WITH THE SUPPORT b. BEFORE TILING, ALL SURFACES MUST BE MUST BE GLEANED AND FREE OF CURING 2. VERIFY ALL DIMENSIONS AND BE RESPONSIBLE FOR CORRECT INSTALLATION AND FIT OF HANGERS, INSTALL SUPPLEMENTAL HANGERS OR "TRAPEZE" SYSTEM AROUND SUCH OBJECTS COMPOUNDS, OIL, GREASE, WAX, DIRT, DUST, FORM RELEASES AND OTHER SUBSTANCES THAT 5• PROVIDE TOP OF THE LINE PAINT PRODUCTS OF MANUFACTURER SPECIFIED ON THE "FINISH HARDWARE AT LOCATION INDICATED ON DRAWIN05 AND AS SPECIFIED. AS NEGE55ARY TO PROVIDE SUFFICIENT AND PROPER SUPPORT OF THE CEILING. WOULD NEGATIVELY IMPACT THE SETTING AND BONDING OF THE TILE TO THE SUBSTRATES. IF SCHEDULE". (INCLUDING PRIMERS, FILLERS, AND FINISH GOATS) TILE 15 INSTALLED BY THE THIN-SET METHOD, CONCRETE SLABS SHALL HAVE A STEEL 5. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND c. SECURE WIRE HANGERS TO STRUCTURE, INCLUDING INTERMEDIATE FRAMING MEMBERS, BY TROWEL OR LIGHT BROOM FINISH. 6. SUBMITTALS: RECOMMENDATIONS, AND IN CONFORMANCE WITH FIRE AND EXITING LABEL REQUIREMENTS. ATTACHING TO INSERTS, EYE-50REW5, OR OTHER DEVICES AND FASTENERS THAT ARE a. PRODUCT DATA FOR EACH PAINT TYPE INDICATED, INCLUDING BLOCK FILLERS AND PRIMER. SECURE AND APPROPRIATE FOR THE STRUCTURE AND HANGER, AND IN A MANNER THAT WILL 2. SETTING METHODS: 4. COORDINATE BLOCKING REQUIREMENTS FOR HARDWARE THAT 15 TO BE 5EGURED TO WALLS. NOT CAUSE HANGERS TO DETERIORATE OR FAIL. b. MATERIAL LI5T OF ALL REQUIRED COATING MATERIALS. INDICATE EACH MATERIAL AND CONFIRM THAT BLOCKING 15 IN PLACE PRIOR TO MOUNTING OF HARDWARE. a. COMPLY WITH PORTIONS OF AN51 A108 AND TGNA 2011 HANDBOOK AS APPROPRIATE FOR GRO55-REFERENCE SPECIFIC COATING. d. DO NOT ATTACH HANGERS FROM STEEL DECK TABS, METAL ROOF DECK, PIPES, CONDUITS EACH CONDITION FOR THIS PROJECT. 5. AFTER INSTALLATION, ADJUST HARDWARE AS NECESSARY TO PROVIDE SMOOTH AND PROPER OR DUCTWORK. ATTACH OR SUSPEND ONLY FROM STRUCTURAL OR BUILDING FRAMING OPERATION. MEMBERS THAT ARE APPROPRIATE FOR SUPPORT OF THE CEILING SYSTEMS. b. FOR THINSET AND ADHESIVE MATERIALS USE APPROPRIATE SIZE OF NOTCHED TROWEL AND c. PROVIDE SAMPLES FOR EACH COLOR AND MATERIAL TO BE APPLIED, ON REPRESENTATIVE CLOSERS SHALL BE ADJUSTED TO MEET ACCESSIBILITY REQUIREMENTS FOR OPERATING APPLY IN A UNIFORM AND EVEN MANNER TO A55URE COMPLETE COVERAGE AND SUPPORT SAMPLES OF THE ACTUAL SUBSTRATE. 0 FORGE AND CLOSING TIME. e. CEILING 5Y5TEM5 SHALL BE INSTALLED TO BE LEVEL TO WITHIN 1/8" IN 12' IN ALL UNDERNEATH THE TILE. HOLLOW 5POT5 AND VOIDS ARE UNACCEPTABLE. REMOVE AND 7. DELIVER MATERIALS TO PROJECT SITE IN MANUFACTURER'S ORIGINAL, UNOPENED PACKAGES LATCHES AND LOCKS SHALL OPERATE SMOOTHLY WITHOUT SCRAPING AGAINST ADJACENT DIRECTIONS. RE-INSTALL TILES WHERE SUCH CONDITIONS OCCUR DURING INSTALLATION. AND CONTAINERS BEARING MANUFACTURER'S NAME, LABEL AND PRODUCT TYPE. FRAME OR SURFACES. f. PROVIDE SEISMIC AND LATERAL BRACING AS REQUIRED BY APPLICABLE CODES. c. SET TILE LEVEL AND TRUE TO IT'5 SURFACE, AND ALIGN EDGES AND CORNERS WITH L 6. PROVIDE FINAL GLEANING AFTER HARDWARE 15 ADJUSTED. REMOVE ALL DUST, DIRT, ADJACENT TILES. HIGH EDGES AND CORNERS ARE NOT ACCEPTABLE AND SHALL BE B. EXAMINATION AND PREPARATION: cp FINGERPRINTS, ETC., AND POLISH FINISHES. g. INSTALL FRAMING COMPONENTS IN SIZE AND SPACING INDICATED BUT NOT LESS THAN THAT CORRECTED, BY REMOVING AND REPLACING TILE THAT IS OUT OF CONFORMANCE.. REQUIRED BY THE REFERENCED STEEL FRAMING AND INSTALLATION STANDARDS AND AS I. EXAMINE SUBSTRATES, AREAS AND CONDITIONS FOR COMPLIANCE WITH APPLICATION cr FOLLOWS: HANGERS: 48" O.G., CARRYING CHANNELS (MAIN RUNNERS) 45" O.G., FURRING d. GROUT JOINTS SHALL BE A5 SPECIFIED ON THE "FINISH SCHEDULE" OR AS 15 APPROPRIATE REQUIREMENTS. COMPLY WITH FROGEDURES SPECIFIED IN FDGA - F4. CHANNELS 16" O.G. AND RECOMMENDED FOR THE 51ZF AND TYPE OF TILE. 2. ALL SURFACES SHALL BE GLEAN, FREE OF DIRT AND DUST, GREASE, OIL, ETC. AS NECESSARY � 08800 GLASS AND GLAZING 5. PARTITION FRAMING: e. PROVIDE EXPANSION JOINTS IN TILE TO CORRESPOND WITH EXPANSION JOINTS IN WALL OR FOR PROPER APPLICATION AND ADHESION OF THE PAINT COATING. FLOOR SLAB. FILL JOINT WITH AN ELASTOMERIC SEALANT, COLORED TO MATCH GROUT. 0 1. PROVIDE GLASS AND GLAZING AS SHOWN. COMPLY WITH RECOMMENDATIONS OF FLAT a. INSTALL METAL STUDS AND FRAMING PLUMB AND STRAIGHT TO DIMENSIONS AND PREFABRICATED EXPANSION JOINT STRIPS MAY BE USED WHERE SUITABLE. 5. FILL DENTS, CRACKS, HOLLOW SPOTS, OPEN JOINTS AND OTHER IRREGULARITIES WITH Q) 4-1 5LA55 MARKETING ASSOCIATION (FEMA) "GLAZING MANUAL" AND "SEALANT MANUAL" GONFI6URATtONS SHOWN. APPROVED FILLER SUITABLE FOR THAT PURPOSE. AFTER SETTING, SAND TO A SMOOTH HARD �, N EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED. PROVIDE MATERIALS 5. GROUTING METHODS: FINISH, OR PROVIDE FINISH 5PEGIFIED. a OBTAINED FROM ONE SOURCE FOR EACH TYPE OF 6LA55 AND GLAZING PRODUCT b. EXTEND PARTITION FRAMING FULL HEIGHT TO STRUCTURE ABOVE EXCEPT WHERE (V NDIGATED. PARTITIONS ARE INDICATED TO TERMINATE AT, OR 6" ABOVE, SUSPENDED CEILINGS. a. FOLLOW GROUT MANUFACTURER'S WRITTEN INSTRUCTIONS AND COMPLY WITH ANSI A108 AND 4. PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN cr TGNA 5TANDARD5 AS APPLICABLE TO EACH CONDITION. CORRECTED AND SURFACES TO PAINTED ARE THOROUGHLY DRY. bo Ln 2. PROVIDE GLA55 DOORS (WHEN USED), IN SIZE, STYLE AND CONFIGURATION A5 SHOWN. DOORS c. AT FULL HEIGHT PARTITIONS GUT STUDS 1/2" SHORT, AND USE A DEEP LEG 5LIP TRACK AT SHALL BE FACTORY ASSEMBLED AND PREPARED TO ACCOMMODATE HARDWARE AS THE TOP, TO PROVIDE RELIEF FROM STRUCTURAL DEFLECTION. b. GROUT SHALL BE UNIFORM IN COLOR AND APPEARANCE OVER THE ENTIRE SURFACE AREA. 5. START OF PAINTING WILL BE CONSTRUED AS APPLIOATOR'S A(,GEFTANGE OF SURFACES AND `a NDIGATED. IRREGULARITIES SHALL BE REMOVED AND RE-GROUTED AS NECESSARY TO MEET TH15 CONDITIONS WITHIN THAT PARTICULAR AREA. lU ' 0 m d. INSTALL STEEL STUDS AND FURRING AT A MAXIMUM 16" O.G. 5FACING. REQUIREMENT. O 4-SD 3: O O 5. WHERE SAFETY GLASS IS INDICATED, OR REQUIREBY AUTHORITIES HAVING JURISDICTION, c. C. APPLICATION: �J PROVIDE TYPE OF PRODUCTS WHICH COMPLY WITH AN51 Z97.1. e. FRAME OFENIN05 TO COMPLY WITH GA-600 AND WITH GYPSUM BOARD MANUFACTURERS GLEAN TILE THOROUGHLY AFTER GROUTING, REMOVING ALL HAZE AND RESIDUE FROM TIEL Y J APPLICABLE, AND WRITTEN RECOMMENDATIONS, UNLESS OTHERWISE INDICATED. SURFACE, AND PREPARE FOR SEALING AND FINAL GLEANING. I. APPLY PAINT ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. USE APPLICATORS AND 'j 4. MIRRORS SHALL COMPLY WITH F.S. DD-0-471G,TYPE 1, GLASS I, QUALITY Q2, 1/4 THICK. -INSTALL TWO STUDS AT EACH JAMB. d. SEAL GROUT WITH A CLEAR, PENETRATING SEALER. APPLY IN ACCORDANCE WITH TEGHNIQUE5 BEST SUITED FOR THE SUBSTRATE AND TYPE OF MATERIALS BEING APPLIED. N Ln V L PROVIDE SILVERING, COFFER BACKING AND PROTECTIVE COATING CONFORMING TO F.5. -INSTALL CRIPPLE STUDS AT DOOR HEAD, ADJACENT TO EACH JAMB STUD. rj00 t DD-M.411. -INSTALL CRIPPLE STUDS AT WINDOW HEAD AND SILL, ADJACENT TO EACH JAMB STUD. MANUFACTURERS INSTRUCTIONS. 2. DO NOT FAINT OVER DIRT, RUST, SCALE, GREASE, MOISTURE, SCUFFED SURFACES, OR r Vi s,, O N -SCREW VERTICAL STUDS AT JAMBS, TO JAMB ANCHOR CLIPS ON DOOR FRAMES. CONDITIONS DETRIMENTAL TO FORMATION OF A DURABLE PAINT FILM. � 4. GLEANING AND PROTECTION: a � 5. FABRICATE GLASS TO THICKNF-55 AND SIZE REQUIRED FOR 5FECIFIED GLAZING OFENINGS -INSTALL RUNNER TRACK SECTION (FOR (,RIFFLE STUDS) TO HEAD, AND SEGURE TO JAMB 5. PROTECT WORK OF OTHER TRADES, WHETHER BEING PAINTED OR NOT, AGAINST DAMAGE FROM I..I..I WITH EDGE CLEARANCE AND TOLERANCES COMPLYING WITH RECOMMENDATIONS OF GLASS STUDS. a. LEAVE FINISHED INSTALLATION FREE OF CRACKED, CHIPPED, BROKEN, UNEVEN, AND PAINTING. (OVERSPRAY, DRIPPING, SMEARING, ETC.) CORRECT ANY DAMAGE BY GLEANING, MANUFACTURER. -EXTEND JAMB STUDS THROUGH CEILINGS AND ATTACH TO UNDERSIDE OF FLOOR OR ROOF OTHERWISE DEFECTIVE TILE WORK. ALL DEFECTIVE WORK SHALL BE REMOVED AND REVISIONS: STRUCTURE ABOVE. REPLACED TO PROVIDE A NEW AND UNBLEMISHED INSTALLATION. REPAIRING, REPLACING AND REPAINTING AS NECESSARY TO PUT INTO 'LIKE NEW' CONDITION Ln 6. EXF05ED EDGES ON GLASS AND MIRRORS SHALL BE GROUND AND FOL15HED SMOOTH, WITH A AND A5 APPROVED BY THE OWNER. SLIGHT RADIUS OR BEVEL To ELIMINATE ANY 5HARF EDGES. D. INSTALLING GYPSUM BOARD: b. PROTECT FINISHED INSTALLATION WITH GLEAN HEAVY CONSTRUCTION PAPER OR OTHER HEAVY COVERING DURING REMAINDER OF CONSTRUCTION TO PROTECT TILE FROM STAINING Zj I-19-I6 PER ADDENDUM I 4. PAINT ALL EXPOSED SURFACES AS INDICATED, INCLUDING SURFACES BEHIND MOVEABLE 6. FINAL INSTALLATION SHALL BE DONE IN A PROFESSIONAL MANNER, IN ACCORDANCE WITH EQUIFMENT AND FURNITURE, AS THOUGH THEY WERE EXPOSED. RECOGNIZED INDUSTRY 5TANDARD5. EXTERIOR GLAZING SHALL BE WEATHER AND WATER 1. GENERAL` OR DAMAGE. PRIME ALL 5URFAGES THAT FALL BEHIND PERMANENTLY FIXED EQUIFMENT OR FURNITURE. A2 1-21-16 FER ADDENDUM 2 TIGHT. FOOT OR WHEEL TRAFFIC SHALL NOT BE PERMITTED ON THE FLOOR FOR AT LEAST THREE a. COMPLY WITH ASTM 0-840 AND 5A-216 FOR GYPSUM BOARD APPLICATION AND FINISHING DAYS AFTER GROUTING. 5. FINISH DOORS ON ALL EDGES, THE SAME AS DOOR FACE. I-27-16 PER ARCHITECT 7. GLEAN, AND PROTECT FROM DAMAGE, INSTALLED GLASS AND FRAMES, UNTIL COMPLETION OF STANDARDS. � 5 CONSTRUCTION AND TURN-OVER TO OWNER. b. INSTALL GYPSUM PANELS ACROSS FRAMING IN SIZES TO MINIMIZE THE NUMBER OF ABUTTING 6. PAINT INTERIOR OF DUCTWORK, WHERE VISIBLE THROUGH THE REGISTER OR GRILL, WITH A w D END JOINTS. STAGGER END JOINTS OF AJACENT PANELS TO NOT LE55 THAN ONE FRAMING NON-SPECULAR, FLAT BLACK PAINT. MEMBER. (END JOINTS FROM ONE PANEL TO THE NEXT SHALL NOT AL16N) 0 3511 ACOUSTICAL LAY-IN CEILING: 7. APPLY A MINIMUM OF I GOAT PRIMER, AND TWO (2) FINISH GOATS TO NEWLY PAINTED SEA : O'9 50 GYPSUM DRYWALL SYSTEMS: c. LOCATE EDGES AND END JOINT5 OVER 5UFFORTS. DO NOT PLACE TAPERED EDGES I. PROVIDE SUSPENDED T-BAR CEILING SYSTEM WITH LAY-IN PANELS AS SPECIFIED AND SURFACES. ALLOW PROPER DRYING TIME BETWEEN EACH GOAT. (FAINT SURFACE SHALL BE AGAINST GUT EDGES OR ENDS. INDICATED IN THESE DRAWINGS. DRY TO THE TOUGH BEFORE APPLYING SUBSEQUENT GOATS) A. GENERAL: c. FASTEN PANELS TO FRAMING WITH 5GREW5 OF SIZE AND SPACING AS REQUIRED BY THE 2. T-BAR GRID SHALL INCLUDE ALL COMPONENTS AS NECESSARY FOR A COMPLETE SYSTEM, D. CLEANING: REFERENCED STANDARDS AND MAY BE SPECIFIED FOR SPECIAL ASSEMBLIES. INSTALLED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS AND CAPABLE OF F� I. THIS SECTION INCLUDES THE FOLLOWING: INTERIOR GYPSUM WALLBOARD, TILE BACKING 5GREW5 SHALL BE SLIGHTLY INDENTED INTO THE PANEL FACE WITHOUT BREAKING THE 5UPFORTING THE SPECIFIED LAY-IN PANELS. I. AT THE END OF EACH WORKDAY REMOVE EMPTY CANS, RA65, RUBBISH AND OTHER Q PANELS AND NON-LOAD-BEARING STEEL FRAMING MEMBERS. PAPER'S SURFACE. COMPONENTS SHALL INCLUDE, BUT NOT BE LIMITED TO, MAIN RUNNERS, CRO55-RUNNERS, AND DISCARDED PAINT MATERIALS FROM PROJECT SITE. PERIMETER EDGE MOLDING. INCLUDE FACTORY APPLIED FINISH ON ALL EXPOSED SURFACES. 2 AFTER PAINTING IS COMPLETE, REMOVE PAINT SPATTERS, DRIPS, ETC. FROM ALL SURROUNDING * C 2. FURNISH AND INSTALL ALL 6YP5UM DRYWALL ASSEMBLIES, WHERE INDICATED ON THE d. GUT OPENINGS FOR OUTLETS, FIXTURES, AND OTHER PENETRATIONS ACCURATELY, TO COLOR TO MATCH CEILING TILE. SURFACES. REMOVE SPATTERS BY WASHING OR SCRAPING WITHOUT DAMAGING THE FINISHED DRAWIN65, WITH MATERIALS AND ACCESSORIES NECESSARY FOR A COMPLETE AND FINISHED PROVIDE A UNIFORM AND OL05E FIT, THAT WILL BE CONGEALED AND NOT V151BLE WHEN SYSTEM READY FOR APPLICATION OF THE SPECIFIED FINISHES. THE FINISHED TRIM 15 APPLIED. 5. PROVIDE LAY-IN PANELS IN SIZE, PATTERN AND COLOR A5 5HOWN IN THE "FINISH 5GHEDULE". SURFACES. NOTE: CEILING TILES IN KITCHEN AND FOOD PREPARATION AREAS SHALL BE SMOOTH FACED, � OFCA�-� 5. FOR 6YFSUM BOARD ASSEMBLIES WITH FIRE RESISTANT RATINGS, PROVIDE MATERIALS AND e. PROVIDE CORNER BEAD AND OTHER TRIM AND ACCESSORIES NEEDED FOR THE DRYWALL WITH WA5HABLE SURFACE, AND BE "N5F" AFFROVD E . CONSTRUCTION IDENTICAL TO THOSE TESTED IN A55EMBLY INDICATED, ACCORDING TO ASTM APPLICATIONS) 5HOWN OR SPECIFIED. CEILING PANELS SHALL BE FACTORY FINISHED UNLESS NOTED OTHERWISE. 1-27-16 Ellq BY AN INDEFENDENT TESTING AGENCY ACCEPTABLE TO JURISDICTIONAL AUTHORITY. 4. PROVIDE HOLD-DOWN CLIPS AND OTHER COMPONENTS WHERE REQUIRED FOR FIRE-RATED 4. SEISMICALLY BRACE CEILING SYSTEMS IN ACCORDANCE WITH STATE AND LOCAL CODES. INSTALLATIONS. DATE: 5. PROVIDE LATERAL BRACING FOR ALL WALLS/ PARTITIONS PER CODE REQUIREMENTS AND AS 5. HANGER WIRES SHALL BE MINIMUM 12 GA., GALVANIZED, CARBON STEEL WIRE, SOFT TEMPERED, 12-28-15 NECESSARY TO 5UFFORT ATTACHED EQUIPMENT, SHELVING, ETC. PRE-STRETCHED, CONFORMING TO ASTM A641 STANDARDS. MAXIMUM SPACING SHALL BE 48" DRAWN BY: O.G. IN BOTH DIRECTIONS. 6. REFER TO SECTION OcI250, PARAGRAPH C.2 "5U5FENDED CEILING AND SOFFIT FRAMING" FOR TP INSTALLATION REQUIREMENTS AS APPLICABLE TO THIS SECTION. FILE NAME: 7. LEAVE FINISHED INSTALLATION GLEAN AND LEVEL,FREE OF BROKEN OR GRAGKED TILES. ANY PH15-078-SP2 DEFECTS SHALL IMMEDIATELY BE REPAIRED AND/OR REPLACED TO NEW CONDITION. PROJECT NUMBER: 8. SUBMIT SAMPLES OF EACH TYPE OF GRID AND TILE TO THE OWNER AND ARCHITECT FOR PH 15-078 REVIEW PRIOR TO INSTALLATION OF MATERIAL. w 2 N _I FINISH SCHEDULE REMARKS li DOOR SCHEDULE N E N o o u PAINT No. LOCATION SIZE DOOR FRAME FIRE HDW GENERAL NOTES 00 P-1 DUNN EDWARD5 DE6158 TYPE MAT. FIN. MAT. FIN. RATING GROUP COLOR: BUCKSKIN r D1 EXTERIOR ENTRY DOORS PAIR S-0" x 8'-0" x 1-3/4" B - ALUM./GL ALUM. ALUM. ALUM. - 2 DUNN EDWARD5 DE6156 D2 INTERIOR ENTRY DOORS PAIR 3'-0" x 8'-10" x 1/2" A - GLASS - - - - 1 •� P-2 COLOR: MARBLE DUST < 00 Q P-3 DUNN EDWARD5 DE6162 Q 0- COLOR: ANTIQUE LACE ^^L P-4 DUNN EDWARD5 W 6230 E W COLOR: COTTAGE WHITE 0 STONE DOOR HARDWARE GROUPS a� V, lvmllv CL 0 LEDGESTONE "CORONADO EASTERN MOUNTAIN LEDGE" Ln LD-1 COLOR: DAKOTA BROWN GROUP- HARDWARE REMARKS M I (2) CRL 4" TOP RAIL5. FINISH: DARK BRONZE ANODIZED c m r4 (1) CRL -MODEL DCH4 72" HEADER. FINISH: DARK BRONZE ANODIZED N (2 ) CRL 10" BOTTOM RAILS, FINISH: DARK BRONZE ANODIZED ^ In NO TILE(2) JACKSON - MODEL 201OM20 OVERHEAD DOOR CLOSER W/ CRL 8010A5 CLOSER ARMS to LEI (2) CRL 501OPF BOTTOM PIVOTS '+-J N_ T-1 'DALTILE' SLATE COLLECTION, CALIFORNIA GOLD (NATURAL CLEFT GAUGED) 500 (2) GRL BoloFS MOUNTING CLIPS o SIZE: 12 X 12 (GUT TO SIZE IN FIELD) (4) GRL - MODEL -77-ISP STRIKE PLATES +' (2) CRL - MODEL DRA 1020 THUMBTURN COMBO LOCK L o (4) CRL - MODEL GM 12X12 PULL HANDLES. FINISH: DARK BRONZE ANODIZED o M s M Q VENETIAN PLASTER (INTERIOR ONLY) Q - OM z ch N VP-1 VALSPAR' SIGNATURE VENETIAN PLASTER SYSTEM. COLOR: PELLE p N SUBMIT SAMPLE TO ARCHITECT AND OWNER PRIOR TO APPLICATION. INSTALLATION AND APPLICATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S WRITTEN 2 (3) PAIR: HINGE5: IVES 5CB1 HW, 4-1/2x4-1/2, 652 FINISH INSTRUCTIONS. (2) CLOSER: LGN 4111 EDA, SURFACE MTD., 68a FINISH �- CONTRACTOR SHALL BE EXPERIENCED WITH APPLICATION OF VENETIAN PLASTER SYSTEMS. Q (2) VON DUPRIN a847NL-OP, CONGEALED VERTICAL ROD PANIC EXIT DEVICE. 2 FINISH: DK. BRONZE ANODIZED (2) 00 STOP: IVES FLOOR STOP F5438, 626 FINISH (U SET: WEATHER STRIPPING E.I.F.S. (EXTERIOR) (1) THRESHOLD: PEMKO - LOW PROFILE EF-1 DRYVIT' TUSCAN GLAZE FINISH SYSTEM. COLOR: COOL MI5T #801 SUBMIT SAMPLE TO ARCHITECT AND OWNER PRIOR TO APPLICATION. INSTALLATION AND APPLICATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S WRITTEN LU W INSTRUCTIONS. J CONTRACTOR SHALL BE EXPERIENCED WITH APPLICATION OF DR`(VIT SYSTEMS. :D Q 0 DOOR & HARDWARE NOTES w = V) � 1) MAIN EXIT DOORS TO HAVE 51ONAOE ABOVE THE DOOR 5TATINS: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." 2) EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR FORGE. 0 V) 3) ALL HARDWARE SHALL BE ADA COMPLIANT. O z 4) PROVIDE 18 GA, BACKING AT ALL WALL STOP LOCATIONS, IF APPLICABLE. a u- 5) NOT USED. Lu y ■ ■ ■ ■ 7) THE BOTTOM 10 OF ALL DOORS SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR A HAZARDOUS CONDITION. 8) NOT USED. a) "BEST" GORES ON ALL LOOKS AND CYLINDERS. DOOR TYPES 4" TOP RAIL i HEADER / FIN15H: DK. BRONZE ANDD. l KAWNEER TRIFAB V0451T ALUMINUM AA250 THERMAL \ \ ENTRANCE DOORS, WITH I" V7 I/2" CLEAR TEMPERED CLEAR INSULATED, LOW 'E' SAFETY OLA55 DOORS. GLAZING. i FINISH: DK. BRONZE O / ANODIZED ALUMINUM 45 Im M x i 10" BOTTOM RAIL a N FINISH: DK. BRONZE / ANOD. ALUMINUM \ c• -c N (n /VI Q0 o 0 D © c, 0 0 N Ln G a � m 00 m 0 W L H REVISIONS: Ln AI-19-16 PER ADDENDUM I A1-21-16 PER ADDENDUM 2 1-27-16 PER ARCHITECT ILIJ SEAL: Q * C- F�EW (p 9 OF:CA W 1 -27-16 DATE: 12-28-15 DRAWN BY: ■ TP FILE NAME: PH 15-078-A0.1 PROJECT NUMBER: PH 15-078 Lu W N 1 Z 3 No Lu ' 4 GENERAL DEMO. NOTES °° I. GENERAL CONTRACTOR AND/OR SUBCONTRACTORS SHALL REVIEW X THE EX15TINO FACILITY TO DETERMINE THE EXTENT OF REMOVAL ' REQUIRED TO INSTALL THE NEW WORK. .�< CL 16 I Ib I 2. ANY UNNOTED EXISTING CONDITION WHICH CONFLICTS WITH THE ■ 0 PROJECT REQUIREMENTS AND MAY REQUIRE MODIFICATION, G.. RELOCATING, OR REMOVAL TO COMPLETE THE PROJECT SHALL BE I I I IDENTIFIED 50 THE NECESSARY DRAWING REVISIONS MAY BE L� EXTERIOR INCORPORATED INTO THE PROJECT REQUIREMENT5. 5. CARE SHALL BE TAKEN DURING REMOVAL 50 A5 NOT TO DAMAGE ((�� OR ALTER ANY EXISTING STRUCTURAL MEMBERS. THE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE ^ ' O Iq 20 18 OCCURS OR 15 DISCLOSED DURING DEMOLITION. W O O I I7 17 I 4. IN ALL WALLS AND CEILINGS THAT ARE REMOVED, THE O CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING AT Ln O SOURCE AND REMOVING OR GAPPING ANY ELECTRICAL, PLUMBING, m GAS LINES AND MECHANICAL DUCTWORK THAT 15 DISCLOSED AND — — — — — — — _ _ = NOT SCHEDULED FOR REUSE. REROUTE AND CONTINUE ANY SYSTEM m Ol THAT MU57 BE RETAINED FOR ADJACENT BUILDING AREAS THAT QJ n1 —_ — - - - - - - - - - ARE NOT IN THIS CONTRACT. ' N I 21 I �_—_—_ —_— I 5. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT THAT 15 TO BE REMOVED SHALL BE DISCONNECTED AT SOURCE AND REMOVED. LCL. 6. ALL GAS, WATER AND DRAIN LINES SUPPLYING EQUIPMENT THAT 15 F \\ ' ENTRY TO BE REMOVED SHALL BE DISCONNECTED, REMOVED AND Q -7 \\ GAPPED ABOVE CEILING OR BELOW FLOOR. IF CONTINUITY OF \ \\ I VESTIBULE SYSTEM MUST BE MAINTAINED FOR USE BY ADJACENT AREAS, cn \\ i CONTRACTOR SHALL REROUTE, AS NECESSARY, TO BE BEHIND NEW CONSTRUCTION. (PATCH FLOOR BACK PRIOR TO TOPPING.) O \ 11 I 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING FROM M THE SITE, ALL RUBBLE AND DEBRIS CAUSED BY REMOVAL, AND 14 I I I DISPOSING OF IT IN A PROPER MANNER. 0 14 M DEM151NO PARTITION WORK TO BE REMOVED SHALL BE O N I I I I I I I PERFORMED IN ACCORDANCE WITH LANDLORD'5 CRITERIA. ALL N I I I I INTERIOR DEMOLITION WORK TO BE BY TENANT'S G.G. I I I I I q. REMOVE OR RELOCATE ANY SPRINKLER LINES, AS REQUIRED, IN L II FIELD PER LANDLORD 5 AND/OR LOCAL AUTHORITY APPROVALS. I L =J LI 10. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL CEILINGS, WALLS AND FLOORS, AS REQUIRED, TO RECEIVE NEW FINISHES. STAIRSI II I 5 (G.G. TO MAINTAIN I-HOUR FIRE RATED CONSTRUCTION THROUGHOUT ELE OR I I I �- 7 I I!I TENANT'5 SPACE WHEN REQUIRED). 12 I I 13 1- �� Z I Ir = � 4 II KEYED DEMOLITION NOTES I I I ► � II I I II I 8 I I EXISTING DEMISING WALL TO REMAIN. REMOVE EXISTING FINISHES Z F —_ —_ —_ I L — (WALLCOVERING, MIRRORS, ETC.) DOWN TO PAINTED GYP. BO. 0 I \ I L — — 1 � PREPARRE FOR NEW FINISHES. � I' I \ I I I III I I 2O EX15TINO NEUTRAL PIER TO REMAIN. J I� � �\ II \ I I I I III O REMOVE EXISTING TENANTS� STOREFRONT IN ITS' ENTIRETY. II I L _ _ - I I I III I w EXISTING DOOR, FRAME 8 HARDWARE TO REMAIN. D � _ '� I I I III W Lu I II I III ( I I I III REMOVE EXIST. RESTROOM IN ITS' ENTIRETY. I �� I I I I I I III � \��� - - - - Ln q I I ► L _ _ -1 �— _ u — 5 O REMOVE EXIST. FITTING ROOMS IN THEIR ENTIRETY. TT -��- - r- -1 — —t� -Jlr REMOVE INTERIOR NON-BEARING PARTITIONS AND DOORS IN _ ,� I- t - - - SPACE L02B - - - - - I - -+ - - - - - THEIR ENTIRETY. (TYPICAL THRU-OUT) - - - - - - - - - I /� \ /_ 1 \ \ / L — — —1 —_— — — 7 I I O REMOVE EXIST. DISPLAY PLATFORM - - - - - - - - - I \ \ \ /� - - - — I- - 7 ) (3152 S.F.)q to \ 1 // // I MALL q EXIST. STRUCTURAL COLUMN TO REMAIN CONCOURSE EXTERIOR I I I 12 \\ EXIST. ELECTRICAL PANELS 8 TRANSFORMER TO REMAIN O 15 i 13 / �\ / 7 14 ( j NOTE: I I I I I I I THE CONTRACTOR SHALL I I 11 REMOVE EXISTING FLOOR FINISHES THRU OUT ENTIRE SPACE. ( I I 7 ��\ ( THOROUGHLY GUT AND GLEAN I I I PREPARE AND GLEAN SLAB A5 REQUIRED FOR NEW FLOORING. L III I I IT T T T T 1I I L — ] I THE ENTIRE SPACE TO BE MADE I I I I I I READY FOR A NEW TENANT REMOVE EXISTING CEILING AND LIGHTING THRU OUT ENTIRE � I� I I I I I I I I II I r 7 r L _ J I I I 12 SPACE. INCLUDE ALL CONDUITS, WIRING, CEILING HANGERS, ETC. I II I I I L — I I TO LEAVE A THOROUGHLY GLEAN SPACE ABOVE. N I I 15 I I II I I I I I I I REMOVE EXISTING TENANT DUCTWORK, DIFFU5ER5 AND VAV UNITS — I — I — I — I — I — II I I I 7 I 13 IN THEIR ENTIRETY. (NOTE: MALL 5UPPLY DUCTWORK SHALL REMAIN) O I I I I I I II I I I TYPICAL THRU-OUT SPACE. +-, I� I I I I I I I I I II I I I 7 ' I I (I I 14 REMOVE EXISTING DISPLAY FIXTURES AND MILLWORK LEFT BY Ca c M II I I I III O PREVIOUS TENANT. (TYPICAL) .� fV 4 I I I I I I I I I I I I , / I �- N J— — — — — I I I I I I I�J I I 14 // /� I5 REMOVE EX15TINO SHELVING AND MILLWORK LEFT BY PREVIOUS r Lei TENANcu c EXISTING SIDEWALK AND CURB TO REMAIN. ' L O m CORRIDOR IN _ /i 3 -�-' N I i I II — 17 EXISTING RA15ED CONCRETE PLANTER TO REMAIN. L�J a3, �: C7 O - � I �, C In J 1 -2 2 , 18 REMOVE EX15TINO CONCRETE BENCH AND BASE DOWN TO EXIST. LnN — ((` I L _ 1 3 / SIDEWALK v N V = 6 I I r ] I I3 / // I iq REMOVE EXISTING P15FLAY WINDOW AND FRAME, FULL HEIGHT TO p G 00 m � � dl l/'1 H O HEADER ASSEMBLY ABOVE. �� Ln CL REMOVE EXISTING MASONRY SILL WALL BELOW WINDOW, DOWN TO w EXISTING FLOOR. REVISIONS: I) II I I 7 // 21 EXISTING GYP. BD. HEADER WALL OVER WINDOW TO REMAIN. FIELD - - - - - - � � I r I I I VERIFY CONDITIONS. V I-Iq-16 PER ADDENDUM I I � I I I / Itl II / � l- �j I / / H / 2 I-21-16 PER ADDENDUM 2 I 1 / 6 I Ili I /d : . .: ...,, ...; _, ... _ „ . ZL 1-27-16 PER ARCHITECT STAIRS - - - _�-� 11 I � - � I I 3 I w II 12 i I I III SEAL: - - - - - - - - - - - --- - - - - - - - - _ III � `\ - - - � I - � - �� I III - - - - - - - - - - - \\ L� - �J 7 �� \\\ I III a � III \ \\ \\ 7 14 I I II I , w d) - - - - - - 1 -27-16 2 I I I DATE: ADJACENT 12-28-15 DRAWN BY: TENANT TP FILE NAME: PH 15-078-D 1 DEMOLITION PLAN PROJECT NUMBER: SCALE: 1/4 = I -O PH 15-078 W N 1 23 No NEW STOREFRONT FACADE. SEE A LO V ELEVATIONS 4 ENLARGED PLAN I EXTERIOR00 EXIST. CURB C EXISTING CURB i EXISTING � .� N SIDEWALK Q N Q I EXISTING MALL SPRINKLER D.3 C.3 I B.3 A3 I EX15T. ^/ CLSYSTEM P.I.V_ SIDEWALK LL I EXISTING MALL LANDSCAPE VALVE EXI5TING CURB /-- - - -- - - - -- -- -- - - ----I------- - - - - - W EXISTING MALL I EX15TINO I O I I O I EX15TINO EXISTING I I o LANDSCAPE LIGHT. (`PLANTER I PLANTER i - - - - - - PLANTER I Ln (TYP. OF 4) I - - - - - rn - ---� D1 �� ----=- - - I rn m - � - - - �- - - ��EX15T. - - - - - -_ _- - _ - - N( I Ln kD COLUMN NEW STOREFRONT ENTRY. I TO REMAIN SEE ENLARGED PLAN }� LL I — ————— ——— — —— ——— r——— — — —————— — —— — ——— — — —— — — — —— —— — ——- --/ I O N.I.G.) ENTRY 2, FIRE RISER VESTIBULE ROOM I B I I o (EXISTING) A3,1 M /---- - - - -- _ z N too � H I � I I I z DELIVERY ELEVATOR (EXISTING) PREPARE EXIST. GONG. SLAB I I I Q AREA (EfSTI` ) AS NEGE55ARY FOR PROPER JJ I / I INSTALLATION OF TENANT'S I I I 0- (EXISTING) / NEW FLOOR FINI5HE5. (TYPICAL) I I I I I I ClIff I I ' A2.1 I 0 I I z I I I I O F-XI571NO DOOR WALLi-EX1571NO DEMISING I �— - - A I (!) TO REMA IN AS 15 WALL TO REMAIN I I .3 I z I I W I I — I I I I p I I I I NEW 570REFRON. SEE w ENLARGED PLAN N ■ ■ . ■ ELEVATION EXIST. COLUMN TO REMAIN I - - _ - - - - - - - - - - - - - - - - - - - - - - -1- - - I I - - - - - - g 41 EXISTING DEMISING I L I TO REMAIN WALL TO REMAIN I I I I I I EXISTING ELECTRICAL SERVICE EXTERIOR TO REMAIN. SPACE L02B I I I I O DISCONNECT AND REMOVE ALL I B ( I I I MALL oC EXISTING BRANCH CIRCUITS. (N.I.G.) SHUT-OFF MAIN POWER AT I I CONCOURSE MALL I SOURCE. I I i I m CORRIDOR I I :3 (EX I STING) I I I lcr .3 I C EXISTING DEMISING EXISTING DOOR WALL i � 0 WALL TO REMAIN TO REMAIN A515 Ln / ( `° m N.I.C.) I I / / 1 +_j N O CORRIDOR ,/ ,;� `� ��. /� v O (EXISTING) I / c // =PREPARE EXIST. GONG. SLAB / ` O / �L C LnJ A5 NEGE55ARY FOR PROPER / / INSTALLATION OF TENANT'S / / ` // N v N V Ln NEW FLOOR FINISHES. (TYPICAL) // / I / r C f� 00 M .0) �::) REVISIONS: / I Ln LnZ�1-Icl-16 PER ADDENDUM I /// // 1-21-16 PER ADDENDUM 2 I / I 1-27-16 PER ARCHITECT STAIRS I w (EXISTING) �- EXIST. COLUMN I I SEAL: TO REMAIN I - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - -i- - - - - - - - - - - - - I I I I TTi ��F I I ' FIB EXISTING DEMISING I I WALL TO REMAIN-, 9 OF CAL\ 1 -27-16 I I I I I J DATE: I � `— - --- - -- ---� , 12-28-15 ADJACENT DRAWN BY: � TENANT TP FILE NAME: PH 15-078-A1 PROJECT NUMBER: z�. PH 15-078 FLOOR PLAN N E N O lL V 00 C GJ S L C O O o' L l0 U) M POSTS AT BOX BEAM. SEE DETAIL. TYP. m 0) 1/2" TEMPERED OLA55 v N EXISTING DEMISING STOREFRONT ASSEMBLY. ` WALL. SEE SHEET Al SEE SECTIONS ^ •= O LINE OF MALL BULKHEAD +j �•1- ABOVE O QJ LINE OF TENANT SOFFIT L ABOVE VI A s M � M co LINE OF TENANT SOFFIT I \ 0 ABOVE COINCIDES N/ LEASELINE $ FACE OF MALL BULKHEAD ABOVE. \ �' SEE SECTIONS I" METAL REVEAL \ \ MALL NEUTRAL PIER. \ 0 SEE ELEVATION \ / \ 1/2" TEMP. 5LA55 ENTRY O \ i DOORS B V7 W Lu z \ \ / 2 BOTH z 2.4 SIDES 1/2" TEMPERSPACE L02B STOREFRONTDASSEMBLY. w y / / SEE SECTIONS W v=iLu ■ ■ ■ ■ / LINE OF TENANT SOFFIT POSTS AT BOX BEAM. EXISTING MALL COLUMN LINE OF MALL POSTS AT BOX ABOVE COINCIDES W/ SEE DETAIL. TYPICAL I TYPICAL BULKHEAD ABOVE BEAM. SEE DETAIL. LEASELINE $ FACE OF ( \ 2.4 ALL TYPICAL MALL BULKHEAD ABOVE. (� r LINE OF TENANT / SEE SECTIONS \ I I SOFFIT ABOVE \ / \ \ I LINE OF MALL BULKHEAD \ ABOVE + — \ \ — I/2" TEMPERED 6LA55 � F— STOREFRONT ASSEMBLY. L I - 6' \ SEE SECTIONS \ / 9�0 A LINE OF TENANT SOFFIT ABOVE COINCIDES W/ •3 LEASELINE FACE OFfu MALL BULKHEAD ABOVE. SEE SECTIONS c- v) LINE OF TENANT SOFFIT \ C 3rcklth, ABOVE W. O M MALL ,� N s, Ln CONCOURSE m 0) ry,o r..l, cc 3 � N �' S of .. �- V �., N Ln C 300 m (a a Ln 0,0) Lu CL D REVISIONS: I'-O I/2" q" 7'-b I/2" 8" 8" 13'-6 I/4" 9" 8" I3'-6 I/4" 8" I'-b 1/4" , �I-Iq-I6 PER ADDENDUM I 101-01, 13-5 I/2 14'-10 I/4 :2'-0" I6-4 I/2 I-2I-16 PER ADDENDUM 2 I-2-f-16 PER ARCHITECT rvooW a ENLARGED STOREFRONT PLAN (INTERIOR) SEA`: SCALE: I/2" = I'-O" G. * c- d) -s OF CAu 1 -27-16 DATE: 12-28-15 DRAWN BY: DC FILE NAME: r* PH 15-078-A2.1 PROJECT NUMBER: PH 15-078 ui W W N cV E (V O LL V co C N STOREFRONT BULKHEAD 16- BULKHEAD TURN X O TURN GJ Q STOREFRONT STOREFRONT STOREFRONT O TURN TURN TURN `i a- ,SII (v UNFOLD FLAT UNFOLD i I Ioo a) a GROWN MOLDINGwas 411 !!rGROWN MOLDING 4) MALL GYP. BD. GYP. BD. FACADE MALL GYP. BD. LANDLORD TYPICAL MALL TRIM. SEE MALL GYP. BD. ^�^ ko BULKHEAD WITH STONE WITH VENETIAN BULKHEAD WITH STONE COLUMN DIFFUSER SECTION BULKHEAD WITH STONE f..rr O Ln p_2 PATTERN VENETIAN PLASTER FINISH p_2 PATTERN VENETIAN ENCLOSURE p_2 PATTERN VENETIAN M PLASTER FINISH m PLASTER FINISH PLASTER FINISH • � GROWN MOLDING ® ® GROWN MOLDING \ VP-I VP-I I VP-I VP-I Q tV to l� r TRIM. SEE ' SECTION -' N TYPICAL 6LA55 VP_I VP-I P-I VP-I VP-I P-I t- !-+ ' GLIP5 ® MID-5PAN I ' N / O 5/8" GYP. BD. FACADE , j / �/I � ,% �/' �/, 5/8" TYPE 'X' GYP. BD. � � WITH STONE PATTERN i / j� j/' �" / FACADE WITH VENETIAN r - M PLASTER FINISH D `p VENETIAN PLASTER FINISH j / /" / % /i /' / , M 5/8" TYPE 'X' GYP. BD. i % / / / i � / �� / ' / i ijuZ Gl PILLAR W/ VENETIAN % �,' ! / / / i % / j i i% 5/8" TYPE 'X' GYP- BD. ;. N PLASTER FINISH %/ / / / j j/ / /i PILLAR W/ VENETIAN p O CV O ZI I / / % � PLASTER FINISH iin O 1" METAL REVEAL < 1/2" CLEAR TEMPERED 1 / / i / // / �/ j %� 1/2" CLEAR TEMPERED GLASS / /// / / / GLASS z O 5/8" TYPE 'X' GYP. BD. 5 T-I I/2" TEMP. OLA55 3 T_I 5/8" TYPE 'X' GYP. BD. 3 6" STONE TILE BASE T-I PILLAR W/ VENETIAN ENTRY DOORS PILLAR W/ VENETIAN PLASTER FINISH 2.4 2-4 PLASTER FINISH 2.4 TYPICAL GLASS GLIP5 @ MID-SPAN /W J LJJ INTERIOR MALL STOREFRONT ELEVATION MALL SIDE (UNFOLDED) z SCALE: I/4" = I'-O" Z O � LL 0 Lu re Lu0 Lu z W Lu Ln ■ u ■ ■ ■ BULKHEAD BULKHEAD TURN TURN STOREFRONT STOREFRONT VIII TURN TURN STOREFRONT STOREFRONT TURN STOREFRONT 0 III00 TURN III TURN w UNFOLD FLAT UNFOLD - t/1 5/5" TYPE 'X' GYP. BD. P-3 P-3 P-3 P-3 P-3 p-3 p_g 5/8" TYPE 'X' GYP. BD. W/ SMOOTH FINISH. W/ SMOOTH FINISH. PAINT PAINT .� N "L N L' LntA N. co �j m Q0 F s0 71: o Ir- 3 -�-.� N 0 0 � O " vP-I i 1 �� � J Ln to 00 V (a VP-I VP-1 VP-I VP-I VP-I VP-I VP-I 5/8" TYPE 'X' GYP. BD. O 0 PILLAR W/ SMOOTH ' -1 LIJ a V' VENETIAN PLASTER FIN15H `� Q REVISIONS: I/2" CLEAR TEMPERED 6LA55 I/2 CLEAR TEMP. Ln GLASS 1-11-16 PER ADDENDUM I A1-21-16 PER ADDENDUM 2 TYPICAL 5/5" TYPE 'X' GYP. 6" STONE 3 T-I T-1 1/2" TEMP. GLASS TYPICAL 5/8" TYPE 'X' GYP. 3 T-1 zi� 1-2-7-16 PER ARCHITECT 3 T-I BD. PILLAR W/ 5MOOTH TILE BASE ENTRY DOORS BD. PILLAR W/ SMOOTH 2.4 VENETIAN PLASTER FINISH 2-`� VENETIAN PLASTER FINISH 2 4 Lu 1� SEAL: g INTERIOR MALL STOREFRONT ELEVATION TENANT SIDE (UNFOLDED) SCALE: 1/4" = 1'-0" c- cp n 'Lis�� -9 of CAL\ 1 -27-16 DATE: 12-28-15 DRAWN BY: DC ■ FILE NAME: PH 15-078-A2.2 r**4 PROJECT NUMBER: PH 15-078 ui W N N E N O � V C CLGJ t L X � O Q I � W I I MALL BULKHEAD MALL BULKHEAD (� ] MALL BULKHEAD kD I � n NOTE: '�■� {,() I I r REFER TO STRUCTURAL ■ M / I I DETAIL 102/53.1 NOTE: j i i I 6" GROWN MOLDING 6" GROWN MOLDING 6" GROWN MOLDING m ' REFER TO STRUCTURAL DETAIL 103/53.1 i i I i tt �t N MALL GYP. BD. BULKHEAD MALL GYP. BD. BULKHEAD MALL GYP. BD. BULKHEAD •— O . . I I 5 I I - 5/8" TYPE 'X' GYP. BD. 5 - 5 � WITH STONE PATTERN cq WITH STONE PATTERN d� WITH STONE PATTERN dJ 2.4 i i VENETIAN PLASTER FIN15H A2.4 VENETIAN PLASTER FINISH ' NOTE: 2.4 N tD � - VENETIAN PLASTER FINISH 3 I I I I (V 3-5/8" X 20ga. METAL ry ry REFER TO STRUCTURAL u- � I I I STUDS � 16" O.G. �`� � �+ 6' GROWN MOLDING 6" GROWN MOLDING Q > DETAIL 101/53.1 6" GROWN MOLDING 0 --- ..-------------------- I I _ 5/5" TPXG . B . ----- ----------� 5/8" TYPE 'X' GYP. BD. ITH5/8" TYPE 'X' GYP. BD. WITH 1-5/8 X 20ga. METAL ` IIII 5/8" TYPE 'X' OYP. BD. WITH r 5/8" TYPE 'X' GYP. BD. VENETIAN PLASTER FIN15H VENETIAN PLASTER FIN15H 51e>" ' ' . . VENETIAN PLASTER FINISH l%+L, OSTUDS 9 16 O.G_ 1-5/8" X 20ga. METAL I I" X 3" TRIM 3-5/8" X 20 a. METAL I i \ `�I I" X 3" TRIM - 1-5/8" X 20ga, METAL I I" X 3" TRIM M STUDS @ 16 O.G. I STUD ® 16"O.G. a STUDS ® 16 O.G. I it M (TYPICAL 6 I N 11 (TYPICAL 6 I I „ (TYPICAL 6 5/8 TYPE X GYP. BD. WITH BOX BEAM PER 5/8 TYPE X GYP. BD. WITH i 5/8" TYPE 'X' GYP. BD. WITH N O M OF 2) 2.4 I I W _ I I OF 2) 2.4 I I W OF 2) 2.4 1 I W - Ql 3-5/8" X 20ga. METAL VENETIAN PLASTER FINISH r STRUGT. PLAN VENETIAN PLASTER FIN15H 1 VENETIAN PLASTER FINISH - 13/4" (RECESSED ARCH PER ELEVATIONS) Q -� 13/4" (RECESSED ARCH PER ELEVATIONS) d 3-5/8 X 20ga. METAL 13/4" (RECESSED ARCH PER ELEVATIONS) d Z- Z N STUD ® 16 O.G. } 3 -------------- } S ® I - c) N BOX BEAM PER ------ ------ - BOX BEAM PER tp O g STRUGT. PLAN _ STRUGT. PLAN _ tf) I" X 3" TRIM m 1" X 3" TRIM m I" X 3" TRIM1- 5/ PE 'X' GYP. BD. 5/8 PE 'X' GYP. BD. j 5/5" TYPE 'X' OYP. BD. WITH X 20ga. METAL STUDS 5/8" TYPE 'X' GYP. BD. WITH VENETIAN PLASTER FINISH t 16" O.G. W/ SHIM AS NEEDED I- VENETIAN PLASTER FINISH ~ GYP. BD. ENTRY PORTAL RECE55ED ALUMINUM 'U' CHANNEL z GEILINO WITH VENETIAN tu RECESSED ALUMINUM 'U' CHANNEL 2 W/ (2) LAYERS 5/8" F.R.T. p p Cl PLASTER FINISH W/ (2) LAYERS 5/8" F.R.T. PLYWOOD $ (1) LAYER I/2" F.R.T. - 0 - PLYWOOD & (I) LAYER I/2" F.R.T. - d 3-5/8 X 20 a. METAL (./) PLYWOOD BLOCKING „g O� W PLYWOOD BLOGKING Oi -ry Y 1/2" TEMP. OLASS STUDS ® 16 O.G. tV Y (V z CLEAR TEMPERED ENTRY DOORS 1/2" CLEAR TEMPERED 0 GLA55 GLA55 1/2" CLEAR TEMPERED LEASELINE COINCIDES W/ TENANT O d 6LA55 O d LEASELINE COINCIDES W/ TENANT O d W SOFFIT $ MALL BULKHEAD ABOVE 1 1 SOFFIT $ MALL BULKHEAD ABOVE dJLEA5ELINE COINCIDES W/ TENANT SOFFIT, STOREFRONT, $ MALL �— BULKHEAD ABOVE z 0 5/8" TYPE 'X' OYP. 5/8" TYPE 'X' GYP. BD. PILLAR W/ 0 LL BD. PILLAR W/ SMOOTH VENETIAN PLASTER Lu SMOOTH VENETIAN FINISH PLASTER FINISH O Lu 6" STONE TILE BASE 6" STONE TILE BASE 6" STONE TILE BASE V7 z / WLu _ 3 3 T-I 3 2.4 2.4 2.4 STOREFRONT SECTION g STOREFRONT SECTION q STOREFRONT SECTION SCALE: 1/2" = 1'-0' SCALE: 1/2" = I'-O" SCALE: 1/2" = 1'-0" Q L cr C L M r-4 R3 0) cu C kJo r _ m 0 +-j N 3 0) c) 0 -c l.f� u �. < tn 00 �p G > Ln CL 0) W D REVISIONS: Ln V) Z I-Icf-16 PER ADDENDUM I Z1-21-16 PER ADDENDUM 2 �L�// �3 1-2-7-16 PER ARCHITECT L{. w SEAL: Q � fit' C- R9EW d) CALF 1 -27-16 DATE: 12-28-15 DRAWN BY: rn DC ■ FILE NAME: PH 15-078-A2.3 (****4 PROJECT NUMBER: PH 15-078 W W N 5tl 811 N E N O oV 00 05MOOTH VENETIAN PLASTER FINISH in ON 5/8" TYPE 'X' GYP. BD. ALL C 3 5/8" x I I/4" x 0ga. 6 SIDES - CONTINUOUS METAL BLOCKING AS NEEDED i TRACK FASTENED WITH EQ EQN #10 SCREWS AT 12" O.G. III 2 X 209a. METAL STUD X Q FRAMING TYPICAL BOX BEAM � 0 SUPPORT POST. SEE DETAIL G1 Q TYP. 1/2" CLEAR TEMPERED ^fir 0 STOREFRONT BEAM. I i STOREFRONT OLA CL REFER TO CHART BELOW. Lim � " I 3/8" � 3/4" F.R.T. PLYWOOD AS SHOWN TO ACHIEVE 8" DIMENSION TYP. 1/2" MAX., 1/4" BOTH WAYS MIN. BUTT JOINT 51MP50N 5/H2CLIP EA. i NOTE: .5 SIDE. C-,7.G. TO FILL ALL I EO I ii EO U�t REFER AL50 TO ® ® HOLES WITH #10 SCREWS. STRUCTURAL DRAWINGS \ I TYP. 1/2" CLEAR TEMPERED --- - - - - — - - d) ® ® 1 STOREFRONT GLASS 1 O Q 5 ®® 3 5/8" x 1 1/4" x 18ga. _ Ln CONTINUOUS METAL I . M TRACK FASTENED WITH RECESSED ALUMINUM 'U' �' 1/2" TEMPERED GLA55 ENTRY BOX BEAM SCHEDULE ® ® #10 SCREWS AT 12" O.G. I' I CHANNEL F.R.T. f DOORS LEASE LINE m 0 BLOCKING A5 NEEDED N p (2) 3 5/8" x 15/8" x 16ga. ( I TYP. 1/2" CLEAR TEMPERED KEY SPAN - I' JOIST SIZE. , METAL STUDS TOE TO TOE. STOREFRONT GLA55 BLOCKING AS NEEDED j NO } _ I 3/8" F.R.T. PLYWOOD BOTH SIDES L BI BLOCKING AS NEEDED 8-O I I-I I (2) 6 xl 5/8 x18 GA TO ACHIEVE 8" DIMENSION }� f-+ Li 62 12'-O" - 15'-II" (2) 8"xl 5/8"x18 OA CONTINUOUS 16 a. END 1 g ° 6" STONE TILE TYPICAL BOX BEAM QJ 63 16'-0" - IQ'-II" (2) ID"xl 5/8"xl6 GA .i PLATE W/ #10 SCREWS AT SUPPORT POST. SEE DETAIL / / SMOOTH VENETIAN PLASTER FINISH Q ff B420'-0" - 21'-11" (2) 12"xl 5/8"x14 GA 1 12" 0.0 (BOTH SIDES). ' j' ON 5/8" TYPE 'X' 5YP. BD. ALL L a-+ B5 2 TILE GROUT SIDES � TYP. I/2" MAX., I/4" / 2'-O" - 23'-II" (2) 12"xl 5/8"xl2 6A MIN. BUTT JOINT NOTE: THIS DETAIL 15 ONLY ADESIGN 1/2" GEMENT BOARD 6" METAL STUD FRAMING - OUIDELINE AND SHALL BE REVIEWED FOR (2) 3 5/8" x 15/8" x Ibga. X 18ga. METAL STUD ^ O m ACTUAL BEAM SIZE FOR EACH PROJECT. I METAL STUDS TOE-TO-TOE. FRAMING 9 16" O.G. W p CONTINUOUS 16ga. END , � - O PLATE W/ #10 5CREW5 AT 'HILTI' X-U SHOT PINS INTO Q 12" O.0 (BOTH SIDES). SLAB AT 24" O.G. (ICG ESR s N _.. Ln l0 4 STOREFRONT BEAM DETAIL N.T.S. STOREFRONT BASE DETAIL SCALE: 3" = l'_0" 2 ENTRY PORTAL DETAIL SCALE: I-I/2" = I'_0" 1 TYPICAL PILLAR DETAIL SCALE: 1-I/2" = 1'-0" V) J W 2-I/a Z 3/4" 0 LE O Cir_ W Lu oz W Lu Ln I" X 3" E.I.F.S. TRIM. 6" E.I.F.5. GROWN MOLD. FIN15H PER ELEVATION FIN15H PER ELEVATION 0 L /2 V) 0 m = N N g NOT USED 7 NOT USED 6 WOOD TRIM 5 CROWN MOLD J;'�j L cr Ln SCALE: 6" = 1'-0" SCALE: (o" = I'-0" ' � � m 0 0) O O N a N L00 LLI v W n. REVISIONS: Ln Ln ZL 1-IQ-16 PER ADDENDUM I 1-21-16 PER ADDENDUM 2 1-2-7-16 PER ARCHITECT LLJ SEAL: Q Aa�vlr 9 OF CAL\ 1 -27-16 DATE: 12-28-15 DRAWN BY: DC ■ FILE NAME: PH 15-078-A2.4 PROJECT NUMBER: 12 NOT USED 11 NOT USED 1p NOT USED g NOT USED PH 15-078 W N N E N FIRE RISER L ROOM 00 B (EX I5TI N0) fy SPACE L02B , 6" X 20ga. METAL 6" X 209a. METAL 5-5/8" X 20ga. METAL EXISTING MALL . Z STUDS 6 16" O.G. STUDS @ 16" O.G. STUDS 6 16" O.G. LANDSCAPE VALVE I � N 12 O i I" INSULATED LOW 'E' 1 ■ 0 OLA55/ALUM. STOREFRONT A B 0 EXISTING MALL ASSEMBLY W/ SOLAR BAN LINE OF SOFFIT LINE OF MALL EXISTING MALL 5-5/8" X 20ga. METAL COLUMN 60 CLEAR W/ U-VALUE / ARCH ABOVE BLDG. HEADER COLUMN T y STUDS ® 16" O.G. - - - - - - 0.2-1 SHOG 0.38 ASSEMBLY- - - - - - - - - ASSEMBLY ABOVE - - - - - - - - - - - - - I 1p IO r-------------------------1 p------ ------------------r L LA NEW FAGADE — — — — — — — — — — — — — — — — — — — — — — — — NEW FACADE i NEW FACADE — — — — — NEW FACADE EXISTING MALL 07 M WALL. SEE I I WALL. SEE i WALL. SEE I I WALL. SEE BLDG. m Ol ELEVATION ELEVATION ELEVATION LINE OF SOFFIT SEE ELEVATION Q) N / ARCH ABOVE i ELEVATION ` f-+ N r--EXI5TING r--EXISTING FOR FIN15H 0 PLANTER PLANTEREXISTING MALL I -EXISTING I Q--EXISTIN5 MALL N CO LANDSCAPE PLANTER i LANDSCAPE LIGHT LIGHT I O L L +j E tA -r- C) L EXISTING CURB 4-J XI5TING MALL EXTERIOR E" ^ m BLDG. i Arn i EXISTING MALL SPRINKLER t: M r'--EXISTINO r--EXISTING SYSTEM P.I.V. O 0) Z N 51DEWALK--,�j SIDEWALK--,,j O O 7'-0.1 I�_O 3._O.. 6._O.. 3,_o, I�_O 5_05�_8� 8.. 6_o, 811 5.-9511Ln l� 6'-0" 12'-0" EXISTING EX15TING EXISTING re 1ENLARGED STOREFRONT PLAN (EXTERIOR) SCALE: I/2" I'-O" Oz Z Z W W � LL- 0 W DC t/l o MLn0 � cz$ Q � z > zgJ W 0- W W LLJw W L EXISTING PAINTED L4 EXISTING PAINTED MASONRY WALL MASONRY WALL M c N N o to t to 41 - o m oc o � N E.I.F.5. FACADE WIT 'EIFS' GROWN MOLDING v �: O O VENETIAN PLASTER V) J + FIN15H3 '— N G {a N Lnro 00v o .cn � Ol t/1 H W ' EX15TINO GYP. BD. EF-I i HEADER WALL E.I.F.S. FACADE WIT 'EIFS GROWN MOLDING owl STONE PATTERN. - REVISIONS: Q1 VENETIAN PLASTER FINISH I-I�-16 PER ADDENDUM I I EF-I I EF-I N I-21-16 PER ADDENDUM 2 Z1-27-16 PER ARCHITECT � i E.I.F.S. FAGADE WITH STONE 1 EF-I PATTERN. VENETIAN W p PLASTER FINISH. 0— SEAL: = z � ( E.I.F.S. FAGADE WITH i VENETIAN PLASTER 7 I rn X - I I FINISH Q u.t EXISTING MALL BLDG. EXTERIOR MASONRY WALL LD-I �t LD-I LD-I * C FIB NEW LEDOESTONE ALIGN VENEER ® NEW q FAGADE WALL �ppCA�F" 1 -27-16 ALIGN DATE: I" INSULATED LOW 'E' - LEDOE57ONE I" INSULATED LOW 'E' LEDOE5TONE UD_� rD EXISTING MALL A GLA55/ALUM. STOREFRONT +�j VENEER ON A GLASS/ALUM. STOREFRONT B VENEER ON C PLANTER CONCRETE 12-28-15 ASSEMBLY W/ SOLAR BAN EXIST. PLANTER ASSEMBLY W/ SOLAR BAN EXIST. PLANTER CURB OUT FRONT DRAWN BY: 60 CLEAR W/ U-VALUE 60 GLEAR W/ U-VALUE D� ■ 0.27 4 SHOC 0.38 0.2-7 8 SHOO 0.38 FILE NAME: B rn STOREFRONT ELEVATION (INSIDE EXTERIOR) ,q STOREFRONT ELEVATION (EXTERIOR) POJECrNH 1 NUMBER:SCALE: I/4 = I'-o" SCALE: I/2" = I'-o" PROJECT NUMBER: PH 15-078 LuW N E N 0 O u Ln 00 I I , 1 I EXISTING MALL BLDG. EXISTING MALL BLDG. C EXTERIOR MASONRY WALL ; EXTERIOR MASONRY WALL Q O Q CL . METAL FLASHING ASSEMBLY. METAL FLASHING ASSEMBLY — — SEE DETAIL SEE DETAIL EXISTING MALL BLDG. EXI5TING MALL BLDG. I I I I EXTERIOR MASONRY WALL EXTERIOR MASONRY WALL SIM. 3 3 I I EIFS GROWN MOLDING d 3 3 EIFS GROWN MOLDING WALL SUPPORT ANGLE CLIP. WALL SUPPORT ANGLE CLIP. V m m WALL SUPPORT ANGLE CLIP. WALL SUPPORT ANGLE CLIP. I j j' SEE DETAIL i i SEE DETAIL N SEE DETAIL SEE DETAIL I I I ; - ` +_+ N A METAL FLASHING ASSEMBLY. METAL FLA5HING ASSEMBLY. I TYP" 3.3 ( I i J WALL SUPPORT ANGLE CLIP. N LL. SEE DETAIL r — — l SEE DETAIL TYP" Z 1' 2 SEE DETAIL I I � � O I I t1J WALL SUPPORT ANGLE CLIP EXISTING GYP. BD. '__' NEW FACADE WALL I" E.I.F.S. w j t-w (3 EQUALLY SPACED) SEE HEADER WALL ON 1/2" F.R.T. PLYWOOD (001X) 5� UJ I I tu 'EIFS' GROWN MOLDING 0, Sim. 1 ; ; I EIFS' GROWN MOLDING O I DETAIL ( l & 6" X 20ga. METAL STUDS O SIM. tu O II I II I I w M ( I ( I NEW FACADE WALL I" E.I.F.5. z I NEW FACADE WALL I" E.I"F.S. 3 I I ( t' to 4-- ON; — 1/2 F.R.T. PLYWOOD (GDX) 3 I I I I - - O dl ' ON I/2" F.R.T.F.R"T" PLYWOOD (COX) en I I I I & 3-5/8" X 20ga. METAL W d I I 4 6" X 20e-3a. METAL STUDS ® z STUD5 ® 16' OC. I I 16" O.G. I N 1 5 LuII l ) o 2 l y I I TYP. I w 2 3.3 ( tu Ln TYP. - I" INSULATED LOW 'E' GLASS/ALUM. I i I I I I I i WALL SUPPORT ANGLE CLIP _ (3 EQUALLY SPACED) SEE 0 STOREFRONT ASSEMBLY W/ O WALL SUPPORT ANGLE CLIP (2 WALL SUPPORT ANGLE CLIP. DETAIL SOLAR BAN 60 CLEAR W/ EQUALLY SPACED) SEE DETAIL SEE DETAIL I U-VALUE 0.27 SHGG 0.38 N I „ ; z NEW FACADE WALL I" E.I.F"S. O ON 1/2" F.R.T. PLYWOOD (GDX) $ 3-5/8" X 20(3a. METAL ; E.I.F.S. FACADE W/ VENETIAN I I ' I STUD@ 16" O. . PLASTER FINISH D) I I ' W 1 1WALL SUPPORT ANGLE CLIP (2 0 I I I EQUALLY SPACED) SEE DETAIL 0 � NEW FACADE WALL / ARCH IU > NEW FACADE WALL / ARCH z BEYOND. SEE ELEVATION BEYOND. SEE ELEVATION = WALL SUPPORT AN CLIP Q Cir- SILL PLATE W/ EXPANSION I lu 1 I (3 EQUALLY SPACED) SEE Or- O 1 ; I ANCHOR ON NEW CONCRETE 1 DETAIL LL- VENEER LVENEER WALL. SEE DETAIL I ; I W cc- ULJ SIM. 3 3 METAL FLASHING / BACKER NEW CONCRETE VENEER WALL. ROD W/ CAULK. SEE DETAIL SEE DETAIL —I SILL PLATE W/ EXPANSION — ANCHOR ON EXI5TING ' LEDGESTONE VENEER ON NEW LEDGESTONE VENEER ON NEW 5 ILEDGESTONE VENEER ON '�' . ■ . . CONCRETE PLANTER WALL. 6 I I CONG. CURB WALL b ; I GONG. CURB WALL 3.3 I EXISTING PLANTER BEYOND = ; I SEE DETAIL � SIM. 03.3 I A3.3 EXISTING INTERIOR I / EXI5TING EXTERIOR MALL I I EXISTING EXTERIOR MALL EXISTING INTERIOR LEDGE5TONE VENEER ON r� I EXISTING INTERIOR I a a�^ TENANT SLAB I I CONCRETE PLANTER CURB TENANT SLAB I I CONCRETE PLANTER CURB TENANT SLAB ( I ° EXISTING PLANTER EXISTING EXTERIOR, MALL EXI5TING EXTERIOR MALLa EXISTING EXTERIOR MALL 51DEWALK 1 51DEWALK ; 51 DEWALK r H 641 Xzfx � XJU lu 0 to -7 Z U - zU 3.3 �pCLCL = I ° I �p�= �C �4 INEW CONCRETE VENEER WALL. d SEE DETAIL J c cn m ® STOREFRONT SECTIONS SECTION _ g STOREFRONT SECTION _ ,� STOREFRONT SECTION � N SCALE" 1/2„ - 1'-0” SCALE" 1/2„ - 1'-0” SCALE" 1/2„ - I _O„ SCALE: 1/2” = I'-O” 73 Ln t Q0 cu c a O r 0 ++ N O ) 0) 3: o N -c LA u i C v>t 00 m LLUJ0 Ln REVISIONS: ZL I-la-I6 PER ADDENDUM I I-21-16 PER ADDENDUM 2 1-21-I6 PER ARCHITECT W SEAL: cp Q � FB'[W OFC 1 -27-16 DATE: 12-28-15 DRAWN BY: DC ■ FILE NAME: PH 15-078-A3.2 rn PROJECT NUMBER: PH 15-078 0Lu 1 < Ln N E N 0 EX15TINO EXTERIOR MALL O V EXISTING STEEL BEAM SUPPORTS MASONRY WALL � EX15TINO MALL EXTERIOR EXISTING EXTERIOR MALL MASONRY WALL OPENING MASONRY WALL GUT CONTINUOUS 1/2" DEEP FLASHING KERF INTO EXISTING i X x BLOCK @ NEAREST GROUT X j I EX15TINO ANGLE PART OF 1 JOINT EXISTING HEADER ASSEMBLY I ; ; /_— :20(3o.C.C. FRAMING METAL OVER FLASHING INTO o I;- / KERF. PAINT TO MATCH 5- #10 5CREW5 EACH STUD TO j I ADJACENT GROWN MOLD �- / ; X 209a. METAL FRAMING LN IP FINISH 5" X 5" X .188" CONTINUOUS 16" O.G. I I / ANGLE. WELDS INDICATED BY METAL UNDER FLASHING DOTS ; I / / \ I INTO KERF. PAINT TO MATCH Q� 1 LSO TO DETAILMETAL FRAMING X ADJACENT GROWN MOLD NEW FACADE WALL 1" E.I.F.S. + / R ATTACHMENT I FINISH a I6 D.G. ; / T- ON 1/2" F.R.T. PLYWOOD (GDX) r1 / \ TEK SCREW TRACKS TO I" X I" X .125" CONTINUOUS ANGLE. ; I 3 X 3 X 149a. X 6' LONG BENT WELDS INDICATED BY DOTS �( I I TEK SCREW TRACKS TO + METAL ANGLE ATTACHED TO ; ANGLE CLIP a 16" O.G. I �' ANGLE CLIP @ 16" O.G. ' 16 O.G. Ol M / MASY WALL I ; I 20ga. METAL FRAMING ' Liz ( n M F.R.T. WD. BLOCKING A5 I I GROUT IF NEEDED BETWEEN ; ; E.I.F.S. GROWN MOLD v m 0) I ; I NEEDED ; EXISTING MASONRY SPLIT 1 N FACE SURFACE AND NEW I I I I F.R.T. WD. BLOCKING AS EXISTING ANGLE PART OF / I ; ANGLE CLIP FOR PLUMB & I NEEDED (� tD / EXISTING HEADER ASSEMBLY / I I I PARALLEL MOUNTING / \ / DRIP KERF IN NEW E.I.F.5. FINISH j I ! GROUT IF NEEDED BETWEEN O LL- DRIP / x 1 EX15TINO MASONRY SPLIT \ EXISTING ANGLE PART OF EXISTING ANGLE PART OF I I NEW FACADE WALL I" E.I.F.S. ON ; \ FACE SURFACE AND NEW EXISTING HEADER ASSEMBLY EXISTING HEADER ASSEMBLY F.R.T. PLYWOOD (GDX) I I \ / ; ; I I ANGLE CLIP FOR PLUMB ff / I PARALLEL MOUNTING CONTINUOUS 4" X 4" X GLA55/ALUMINUM STOREFRONT GLA55/ALUMINUM STOREFRONT 14ga. BENT METAL ANGLE t M ASSEMBLY ATTACH TO EXISTING ASSEMBLY ATTACH TO EXISTING INTO EXIST. MASONRY t' HEADER ASSEMBLY AS SHOWN HEADER A55EMBLY AS SHOWN WALL W/ 'HILTI' X-U SHOT - O ABOVE. SEE SECTIONS & ABOVE. SEE SECTIONS PINS 16" O.G. ,.. .. z N ELEVATIONS ELEVATIONS _ _ N GAP A5 NEEDED TO GAP AS NEEDED TO O ACCOMMODATE EXISTING SPLIT ACCOMMODATE EX15TINO SPLIT _ - lD FACE MA50NRY SURFACE FACE MASONRY SURFACE Ln 4 STOREFRONT / ARCH HEADERSASSY. = I _D„ 3 STOREFRONT / ARCH @ HEADERSASSY. = I _D„ 2 ANGLE CLIP TO MASONRY SCALE: 3" = 1'-D" 1 FLASHING, CROWN MOLD, ANGLE CLIP SCALE: 1-1/2 = 1'-0" V) J EXISTING EXTERIOR MALL MASONRY WALL E.I.F.S. FACADE WITH IJJ VENETIAN PLASTER FINISH. EXISTING EXTERIOR MALL 0 SLOPE PLASTER HERE FOR MASONRY WALL DRAINAGE Z GAP AS NEEDED TO E.I.F.S. FAUX SILL TO MATCH ACCOMMODATE EXISTING SPLIT 0 I ADJACENT EXISTING FACE MASONRY SURFACE 0 PLANTER SILL IN COLOR LL_ Lcru E.I.F.S. FAUX SILL TO O W MATCH ADJACENT X": j NEW FACADE WALL I" a EXISTING PLANTER xON I/2" F.R.T. PLYWOOD (GDX) LEDGESTONE VENEER SILL IN HEIGHT w d #4 REBAR ® 16" VERT. j 20ga. METAL FRAMING w ■ ■ ■ ■ 4 HORZ. I I ; - ; 2X F.R.T. WD. SILL PLATE W/ HILTI 11111-III—III= SCREW ANCHOR TO EXISTING a NOTE: I/2 EXPANSION — — _ CONCRETE PLANTER WALL -1 I I-1 I I�I I-1 GHANGE OF ELEVATION JOINT I __ __ __ WALL TIE FROM REBAR TO NOT TO EXCEED 1/4". III II=III=III= MASONRY WALL W/ 'HILTI' X-U _ ; ; j a NOTE: EXISTING STOREFRONT — ; I I—I11-IIEII1=1 SHOT PINS @ 24 O.G. HORZ. =III—II ; ILII-1I1=11F (3) EQUALLY SPACED PLACES ; REFER ALSO TO DETAIL ENTRY DOOR 11=111 II-III=III=III=1 X =1T_I=I I I I IT I I-1TI=1 I C VERT. ; ; 4/51.1 Q II-III ; 11=III=III=III=1 -III=1 I ; A I IEl 11-1 I i-1 = NEW CONCRETE NEW THRESHOLD BY G.G. 11=III ; 1 11= — — VENEER WALLDRIP SCREED IN NEW (�(� EXISTING LANDLORD �_ =�= - CONCRETE II-III II-III-III-III=1 E.I.F.S. FINISH O — — d — — - 11111100Q ; ; IIIIIII�IIIII�Ii 3 — NOTE: _ = ° d. ° a --- EXISTING CONCRETE �°. b" MAX. REF3 SIER AL50 TO DETAIL 1 III=III=I PLANTER WALL EXI5TING GONG. SLAB d° ° 4 a III-III III; o p EXISTING MALL EXTERIOR N +-' MASONRY WALL FOOTING mm C N g NOT USED 7 ENTRY THRESHOLD 6 STOREFRONT HEAD@ SIGN 5 SILL PLATE EXISTING PLANTER WALL o SCALE: 6" = I'-O" SCALE: I" = I'-O" SCALE: I-I/2" = I'-O" ca m o N 0 N tLn v G T� 00 0 Ln Q D REVISIONS: In Ln ZL I-I9-16 PER ADDENDUM I 1-21-16 PER ADDENDUM 2 1-2-1-I6 PER ARCHITECT uj cl- SEAL: ATF Q * C- SOF CAu 1 -27-16 DATE: 12-28-15 DRAWN BY: DC ■ FILE NAME: PH 15-078-A3.3 PROJECT NUMBER: 12 NOT USED 1 NOT USED 10 NOT USED g NOT USED PH 15-078 =E <W N N ABBREVIATIONS ABBREVI GENERAL STRUCTURAL NOTES Applies unless noted otherwise on drawings NOTES: 1/8 1 (10) NOTES: O u i 1. STEEL STUD WALL <? 1. STEEL STUD. in 9 NOTE: ABBREVIATIONS MAY OR MAY NOT HAVE BUILDING CODE: COLD FORMED STRUCTURAL STEEL FRAMING: 2. HILT] HUS-EZ SCREW ANCHOR ) 1`. ,a 2. UNPUNCHED STEEL STUD TRACK - PERIODS, BUT SHALL BE READ AS SAME. i i AT 16' O.C. 1/4" DIA x 1 5/8' v i ATTACHMENT REQUIRED 112' DIA. 2014 OREGON STRUCTURAL SPECIALTY CODE. GENERAL: i i EMBED. i EXPANSION BOLTS AT 48 O.C. (2 A.B. ANCHOR BOLT i Q i 3. 1/4'x4'x4" PLATE WASHER. i MINIMUM) OR .148"x3/4" LONG i A.B.C. AGGREGATE BASE COURSE LOADS: ALL COLD FORMED STEEL COMPONENTS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE i C1) 4. EXISTING CONCRETE PIER. POWDER DRIVEN PINS AT 12" O.C. ■ X 4) ACI AMERICAN CONCRETE INSTITUTE PER SSMA. COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH i i 5. EXISTING CMU WALL. , • i FASTENER SHALL HAVE ICC REPORT A/C AIR CONDITIONER LATERAL- MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE REFERENCED EDITION OF i i i ' i . FOR SAME INSTALLATION. fl,. A.F.F. ABOVE FINISHED FLOOR "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" BY THE AISI i ii . ' 3. MULTIPLE OR INTERSECTING STUDS O ■ AISC AMERICAN INSTITUTE OF STEEL WIND: AND ICC ESR-3064P OR APPROVED ICC EQUIVALENT. STEEL FOR COLD FORMED MEMBERS SHALL WHERE OCCUR. CONNECT WITH 2 ■ CONSTRUCTION HAVE A MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MIL THICKNESS AND LESS, AND MINIMUM / ROWS #10 S.M. SCREWS AT 24' O.C. AISI AMERICAN IRON AND STEEL ULTIMATE DESIGN WIND SPEED (3-SECOND GUST), V(ult) = 110 MPH. (ASCE 7-10) YIELD STRENGTH OF 50 KSI FOR 54 MIL THICKNESS AND GREATER. STEEL FOR BRIDGING SHALL (5) i O i 12) i // STAGGERED SPACING. AT EXPOSURE C. HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS l3) INTERSECTING STUDS 1 ROW OF INSTITUTE i i iL RISK CATEGORY, II. (ASCE 7-10) EXPOSED TO WEATHER AND WHEREVER NOTED. � � (3) � SCREWS• AITC AMERICAN INSTITUTE OF TIMBER i 4. #10 S.M. SCREWS EACH SIDE, EACH CONSTRUCTION SEISMIC: SCREWED COLD FORMED TO COLD FORMED CONNECTIONS (I.E.: 97 MIL TO 97 MIL MAX) SHALL BE i STUD. ALT. ALTERNATE a (5) 5. 2 110 S.M. SCREWS. HILA SELF-DRIWNG AND SELF-PIERCING SCREWS PER ICC ESR-2196, OR APPROVED ICC r ANSI AMERICAN NATIONAL STANDARDS RISK CATEGORY, 11. (ASCE7-10) EQUIVALENT. SCREW SIZE SHALL BE #10 X 3/4' MINIMUM AND MUST PROTRUDE THROUGH AND 1 3/4' 1 (5) 6. 4 #10 S.M. SCREWS. INSTITUTE MAPPED SHORT PERIOD SPECTRAL ACCELERATION, Ss = .978. BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS I- /I- CUR 7. #10 S.M. SCREWS AT 12" O.C. AT APA AMERICAN PLYWOOD ASSOCIATION MAPPED ONE SECOND SPECTRAL ACCELERATION, S1 = .425. SHALL BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. 'I"� DOUBLE STUDS. O ARCH'L ARCHITECTURAL SOIL SITE CLASS, D. 8. STUD BLOCKING. in ASTM AMERICAN SOCIETY FOR TESTING DESIGN SHORT PERIOD SPECTRAL ACCELERATION, Sds = .723. MIL THICKNESS / GAGE NUMBER REFERENCE: i �8) 9. 18 GA CUP ANGLE BY STUD MFR M AND MATERIALS DESIGN ONE SECOND SPECTRAL ACCELERATION, Sd1 = .446. �(4) / WITH 3 #10 S.M. SCREWS AT EACH AWS AMERICAN WELDING SOCIETY SEISMIC DESIGN CATEGORY, D. 27 MIL ------ 22 GA 54 MIL ------ 16 GA I i 7) '�,� l2) STUD WHERE SHOWN IN DETAILS co M A.W.T.S. AUTOMATIC WELDED THREADED 33 MIL ------ 20 GA 68 MIL ------ 14 GA 10. TYP WELD CUP TO FRAMING m O1 STUDS CONCRETE: 43 MIL ------ 18 GA 97 MIL ------ 12 GA I (4) MEMBER OR AS NOTED IN DETAILS. N BM BEM B F.F BEL W FINISHED FLOOR SPECIFIED 28 DAY COMPRESSIVE STRENGTH F'c: WALLS: ^ ) O BLK BLOCKNOTE: FOUNDATION WALLS ------------------------ 3,000 PSI STRUCTURAL STEEL STUD WALLS SHOWN ON PLAN SHALL BE INSTALLED PER STUD/SPACING AS 6 �''�J A L FOR SIZE AND GAGE OF TYPICAL }� L B.O.B. BOTTOM OF BEAM B.O.D. BOTTOM OF DECK NOTED BELOW, TYPICAL U.N.O. ATTACHMENT OF STUDS TO TRACKS PER TYPICAL DETAILS U.N.O. ) STEEL STUDS, SEE GENERAL B. INSTALL ALL SCREWS PER O B.O.F. BOTTOM OF FOOLING GENERAL: ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. STRUCTURAL NOTES. SPECIAL STEEL STUD MANUFACTURES UNLESS NOTED OTHERWISE, INSTALL DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS SIZES ARE CALLED OUT ASSOC. SPECIFICATIONS. �- BRG BEARING ALL CAST-IN-PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO THE REFERENCED EDITION AND ISOLATED BEARING POINTS OF FRAMING MEMBERS ABOVE. BRIDGING SHALL BE INSTALLED ON PLAN AND/OR DETAIL C. S.M. (SHEET METAL) SCREWS N C CAMBER OF THE ACI. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED UNLESS NOTED PER MANUFACTURER'S RECOMMENDATION WITH THE FOLLOWING MINIMUM REQUIREMENTS: PER G.S.N. C.C. CENTERLINE TO CENTERLINE OTHERWISE. ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED. NO OTHER ■ -C O CFS COLD FORMED STEEL ADMIXTURES PERMITTED WITHOUT APPROVAL FOR CONCRETE WITHOUT PLASTICIZER, INSTALL BRIDGING AT MID-HEIGHT FOR WALLS LESS THAN OR EQUAL TO 10'-0" HIGH, AND 5'-0" O.C. STUD WALL TO EXISTING PIER TYPICAL STEEL STUD WALL - SCREW CONNECTION ^ M C.G. CENTER OF GRAVITY MAXIMUM SLUMP 4 1/2` AT POINT OF PLACEMENT U.N.O. IF PLASTICIZER IS USED, A HIGHER FINAL MAXIMUM FOR WALLS GREATER THAN 10'-0" HIGH. IN ADDITION, BRIDGING SHALL BE INSTALLED 16-084 NO SCALE 407-22 NO SCALE C.I.P. CAST IN PLACE SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL. AT ROOF LINES AND ELSEWHERE AS NOTED ON THE DRAWINGS. SOLID BLOCKING SHALL BE Lt, M C.L. CENTERLINE INSTALLED IN LIEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. FOR NON-BEARING A C.L.B. CENTERLINE OF BEAM FOR REINFORCING INFORMATION, SEE REINFORCING SECTION OF G.S.N., PLANS AND DETAILS. PARTITIONS AND SOFFITS, SEE ARCHITECTURAL DRAWINGS. O 0l C.L.C. CENTERLINE OF COLUMNNOTES• NOTES. Z C.L.F. CENTERLINE OF FOOTING UNLESS NOTED OTHERWISE ON THE DRAWINGS, THE EMBEDMENT OF CONDUITS, PIPES, SLEEVES, SSMA STRUCTURAL STEEL STUDS AND TRACKS SHALL BE AS FOLLOWS - TYPICAL U.N.O.: O N C.L.W. CENTERLINE OF WALL ETC. OF ANY MATERIAL SHALL NOT BE PERMITTED WITHIN ANY CONCRETE STRUCTURAL ELEMENT 1 1. CONTINUOUS 18 GAGE TRACK 1. STEEL COLUMN. WITHOUT THE EXPRESSED APPROVAL OF THE STRUCTURAL ENGINEER. STUD SIZE-MILS SPACING TRACK SIZE-MILS � ) CO CLR CLEAR TOP AND BOTTOM - CURVED AS 2 18 GAGE CONTINUOUS STEEL CONIC CONCRETE2. 3REQUIRED PER ARCH'L TRACK LITH HILT] X-U WITH in CONIC C.J. CONCRETE CONTROL JOINT FLY ASH - IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS, SHALL BE LIMITED TO 25% OF 3 5/8" - 362S162-33 16" 0.0 362T125-43 " x3 x 14 GAGE CUP ANGLE AT 1 PENETRATION AT 6 EACH CONICS.J. CONCRETE SAWCUT JOINT TOTAL CEMENTITIOUS MATERIALS BY WEIGHT. FLY ASH SHALL BE INCLUDED IN THE 6' - 60OS162-33 16" O.C. 60OT125-43 i i x 48' O.C. (MIN 2) EACH STUD SIDE OF POST OR 3 UNDER CALCULATION OF W/C RATIOS SPECIFIED ABOVE. FLY ASH ADDITIVES SHALL NOT BE USED ON i i a C.M.U. CONCRETE MASONRY UNITSLABS WITH A BURNISHED OR ACID FINISH. GENERAL NOTES' , i M 3-#10 PER STUD AND (2) 1/4" POST. CONN CONNECTION io DIA x 1-5/8' EMBED HILTI 3. #10 SCREW CONNECTION AT CONT CONTINUOUS TEST DATA FOR EACH CONCRETE MIX SHALL BE SUBMITTED FOR REVIEW PER CHAPTER 5 OF ACI VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. HUS-EZ ANCHORS TO SOLID (1) EACH STUD. CRSI CONCRETE REINFORCING STEEL 318. REFERENCE FIGURE R5.3 FOR SUBMITTAL REQUIREMENTS AND OPTIONS. CONCRETE MIX i GROUTED CMU (NOTIFY E.O.R. IF 4. EXISTING CONCRETE SLAB ON i i DIFFERENT) - DO NOT LOCATE i i GRADE. J INSTITUTE DESIGNS THAT ARE SUBMITTED WITHOUT THE APPROPRIATE TEST DATA CANNOT BE REVIEWED. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT i i WITHIN 1" OF MORTAR JOINT. D.F. (D.F.L.) DOUGLAS FIR LARCH WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR (5) i (2) 3. STEEL STUD AT 16' O.C. 2 DL DEAD LOAD REINFORCING: SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING DEPTH PER ARCH'L ) v, DIA DIAMETER CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING 4. STUD CONTINUES AS OCCURS. DN DOWN ALL REINFORCING PER CRSI SPECIFICATIONS AND HANDBOOK. ASTM A615 (Fy = 60 KSI / GRADE 60) FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD i i (3) 5. EXISTING CMU WALL. i i (3) DWG(S) DRAWING(S) DEFORMED BARS FOR ALL BARS #5 AND LARGER. ASTM A615 (Fy = 40 KSI / GRADE 40) DEFORMED SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS MEANS, METHODS, TECHNIQUES, E.C. END TO CENTERLINE BARS FOR ALL BARS #4 AND SMALLER. NO TACK WELDING OF REINFORCING BARS ALLOWED SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE E.E. END TO END WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. REFERENCED ACI PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE ; ; (4) LJJ E.O.S. EDGE OF SLAB CODE AND DETAILING MANUAL APPLY. CLEAR CONCRETE COVERAGES AS FOLLOWS: INSPECTION OF THESE ITEMS). EQ EQUAL CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ------------------- 3" WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS EQUIP EQUIPMENT EXPOSED TO EARTH OR WEATHER SHALL BE THE REFRENCED EDITION AND/OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY -------------------------- (/� EXP. BOLT (E.B.) - EXPANSION BOLT #6 OR LARGER ----------------------------------------- 2" OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER EXP. JT (E.J.) EXPANSION JOINT #5 AND SMALLER ------------------------------------- 1 1/2" RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. °O STUD SIZES- E.W. EACH WAY ALL OTHER PER REFERENCED EDITION OF ACI 318 i 362S162-33 F.F. FINISHED FLOOR NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURALi � ) 60OS162-33 v)F.O.M. FACE OF MEMBER ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES. SUPPORT OF NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL i 1 W W F.O.S. FACE OF STEEL FOUNDATION REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE/CORROSION BY USE OF A CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT i ' NOTE: F.O.W. FACE OF WALL PLASTIC OR CONCRETE CHAIR. DUCT-TAPE COVERED REINFORCING IS NOT AN ACCEPTABLE DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS. GENERAL z HILTI HUS-EZ ANCHORS: F.R. (FR) FIRE RATED CHAIR. STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. i i �4) s 3' CLEAR DISTANCE IW O GA GAGE (UNIT OF MEASUREMENT) „ „ i BETWEEN BOLTS. V z GALV GALVANIZED ALL DIMENSIONS REFERENCED IN DRAWINGS AS CLEAR SHALL BE FROM FACE OF STRUCTURE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH i : DO NOT LOCATE WITHIN G.S.N. GENERAL STRUCTURAL NOTES TO EDGE OF REINFORCING, AND SHALL NOT BE LESS THAN STATED, NOR GREATER THAN "CLEAR" ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY 1" OF MORTAR JOINT. r++ GLB (GLULAM) GLUED-LAMINATED BEAM DIMENSION PLUS 3/8". ALL OTHERS SHALL BE PLUS OR MINUS 1/4" TYPICAL UNLESS NOTED WITH THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR = ■ ■ ■ ■ ■ ■ ■ . H.F. HEM FIR OTHERWISE. ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE v+ HORIZ HORIZONTAL REINFORCING TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. H.S. HEADED STUDS FIELD BENDING OR STRAIGHTENING OF DEFORMED BARS SHALL BE LIMITED TO #5 BARS AND STUD TO EXISTING WALL STEEL STUD COLUMN BASE CONNECTION IBC INTERNATIONAL BUILDING CODE SMALLER AND SHALL BE FIELD BENT OR STRAIGHTENED ONLY ONCE. ANY BEND SHALL BE TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED 05 OZ 16-084 NO SCALE LIMITED TO 90 DEGREES. IF FIELD BENDING OR STRAIGHTENING OF #6 BARS OR LARGER IS OTHERWISE. 16-084 NO SCALE ICBO INTERNATIONAL CONFERENCE OF REQUIRED, OR IF A SECOND BEND IS REQUIRED FOR #5 BARS AND SMALLER, HEAT SHALL BE BUILDING OFFICIALS APPLIED FOR BENDING OR STRAIGHTENING. CONTRACTOR SHALL SUBMIT PROCEDURE FOR CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. ICC INTERNATIONAL CODE COUNCIL APPLYING HEAT TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BENDING OR LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. ICF INSULATED CONCRETE FORMS STRAIGHTENING BARS. NOTES: NOTES: I.F.W. INSIDE FACE OF WALL OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR I.O.D. INTERPRETATION OF DRAWINGS LAP SPLICES IN CONCRETE: SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF 1. PROVIDE ANCHORS, ANCHOR RODS 1. STEEL STUD WALL JST JOIST THE WORK WITH ALL RELATED TRADES AND SUPPLIERS. BOLT VERT BOLT HORIZ BOLT ANCHOR AND ANCHOR BOLTS PER THIS 101 (1) 2. 1/2` DIA ANCHOR BOLT AT 32` K(KIP) 1000 POUNDS ALL SPLICE LOCATIONS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. PROVIDE BENT DIAMETER EMBEDMENT EMBEDMENT FILLET WELD SCHEDULE UNLESS NOTED i i O.C. KLF KIPS PER LINEAR FOOT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND (db) LENGTH LENGTH SIZE, V. OTHERWISE ON PLANS, SCHEDULES (8) i i 3. 18 GAGE TRACK. M LBS (#) POUNDS INTERSECTIONS PER TYPICAL DETAILS. REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON SPECIAL INSPECTION - STRUCTURAL ONLY: OR DETAILS. 4. DOWEL TO MATCH AND LAP O LGR LEDGER CENTERS. DOWEL VERTICAL REINFORCING TO FOUNDA11ON WITH STANDARD 90-DEGREE HOOKS 1/2" 61' 4 2. AUTOMATIC WELDED TO DEVELOP i i (2) WALL REINFORCING. LCIS LIGHT GAGE STEEL UNLESS NOTED OTHERWISE. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE 1/4- FULL CAPACITY OF HIGH STRENGTH i0i 5. NEW CONCRETE WALL LGSEA LIGHT GAGE STEEL ENGINEERS INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION. "SPECIAL STRUCTURAL INSPECTION" HEADED STUDS. (J) 1 1 (3) 6. #4 AT 16" O.C. EACH WAY. ASSOCIATION LAP SPLICES. UNLESS NOTED OTHERWISE, SHALL BE CLASS "B" TENSION LAP SPLICES PER SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE BUILDING 5/8 6 4 5/16 3. THICKNESS OF DRYPACK DOES NOT i i 7. EPDXY PER G.S.N. - 4 EMBED >` REFERENCED EDI11ON OF ACI 318. JURISDICTION INSPECTIONS REQUIRED BY SECTION 109 OF THE INTERNATIONAL BUILDING CODE. APPLY TOWARDS EMBEDMENT. �, i (4) TYP. ML.O.D. LOCATION OF DETAILS SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 FOR THE FOLLOWING: 3/4' 7" 5" 5/16" 4. BOLT/PLATE EDGE CLEARANCES ` 8. EXISTING CMU WALL. LL LIVE LOAD STRUCTURAL STEEL: PER THE FOLLOWING - TYP U.N.O.: 9. SOLID GROUT CELL - NOTIFY LLH LONG LEG HORIZONTAL CONCRETE CONSTRUCTION: 7 $" $" 6' 5 16" 3/4' DIA OR LESS - 1 1/4" E.O.R. IF DIFFERENT. Cr LLV LONG LEG VERTICAL GENERAL: / 7/8" DIA ------- 1 1/2" MAS MASONRY 1. CONCRETE: " „ " 1' DIA --------- 1 3/4" (7) MAS C.J. MASONRY CONTROL JOINT ALL CONSTRUCTION PER REFERENCED AISC STEEL CONSTRUCTION MANUAL ALL A. DURING THE TAKING OF TEST SPECIMENS. 1 9 7 3/8 1 1/8' DIA ------ 2" (5) MAX MAXIMUM MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL BE ASTM A36 (Fy = 36 KSI). 1 1/4' DIA ------ 2 1/4' • Q MBMA METAL BUILDING MANUFACTURERS 2. REINFORCING STEEL: INSPECTION OF IN-PLACE REINFORCING FOR CONFORMANCE PRIOR TO 1 1/8 10 8 ----- OVER 1 1/4DIA -- 1.75xDIA �+ ASSOCIATION UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE ASTM A307. ALL BOLTS SHALL BE INSTALLED THE CLOSING OF FORMS OR THE DELIVERY OF CONCRETE TO THE JOBSITE FOR THE FOLLOWING: "' L M MECH'L MECHANICAL WITH STEEL WASHERS AT SHORT SLOTTED HOLES USING SNUG TIGHT INSTALLATION, UNLESS A. REINFORCING FOR ALL CONCRETE " " ----- ' MFR'D MANUFACTURED NOTED OTHERWISE. 1 1/4 11 9 6 a � ■� N SPECIAL CASES: FACE OF WALL, • MFR('S) MANUFACTURER('S) PLATE, ANGLE PLATE, ANGLE � Cr � ANCHOR RODS: TOP OF WALL, o in � MIN MINIMUM CHANNEL, ETC. CHANNEL, ETC. 3' N/A NOT APPLICABLE 1. EXPANSION, EPDXY, ADHESIVE, AND SCREW ANCHORS: DURING THE PLACEMENT OF ALL COLUMN, ETC. CUR y ANCHOR RODS INCLUDE HOOKED, HEADED, AND THREADED AND NUTTED ANCHORS. THE ANCHORS SHOWN ON STRUCTURAL DRAWINGS. ADDITIONAL INSPECTIONS REQUIRED FOR ' �r N.T.S. NOT TO SCALE TERMS ANCHOR BOLT AND ANCHOR ROD ARE USED SYNONYMOUSLY THROUGHOUT THESE REPAIR DETAILS SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. E5r - - O > m O.C. ON CENTER DOCUMENTS. ALL ANCHOR ROD MATERIAL SHALL BE PER ASTM F1554 GRADE 36. A307 ANCHOR A. INSPECTION OF HOLE DIAMETER, HOLE DEPTH AND DRILL BIT CONFORMANCE. `- ii ~ �� '- I L O.F.W. OUTSIDE FACE OF WALL 3db MIN 3 �i r {i 3 -1--� N O RODS MAY BE SUBSTITUTED FOR ASTM F1554 GRADE 36 AT CONTRACTORS OPTION. ALL B. INSPECTION OF HOLE CLEANING WITH WIRE BRUSH AND COMPRESSED AIR. ii ii NOTE OPP OPPOSITE �� „ STANDARD 6 ii " " o H� 2 I I ( ) L_.■.�.J C) ANCHOR RODS SHALL BE INSTALLED WITH STEEL WASHERS AT OVERSIZED ROUND HOLES USING C. INSPECTION OF ANCHOR INSTALLATION USING SPECIFIED PRODUCT AND MANUFACTURERS m ii m i HOOK OR m �� S m ii # 7 °' OSHA OCCUPATIONAL SAFETY AND SNUG TIGHT INSTALLATION, UNLESS NOTED OTHERWISE RECOMMENDED INSTALLATION PROCEDURES. i �� t � �� ■C V� J HEALTH ADMINISTRATION �� BOLT HEAD �� w D. INSPECTION OF EXPANSION ANCHORS SHALL INCLUDE THE VERIFICATION OF THE TIGHTENING lL_ -TYPICAL ll_ �� PCI PRECAST/PRESTRESSED CONCRETE THE ANCHORING MECHANISM FOR NUTTED ANCHOR RODS SHALL CONSIST OF DOUBLE NUTS TORQUE THAT IS SPECIFIED BY THE ANCHOR MANUFACTURER. _-� - -----------� N .. In V INSTITUTE WITH A WASHER BETWEEN. THE NUTS AND WASHER ARE TO BE EMBEDDED INTO THE CONCRETE ANCHOR ROD - ANCHOR BOLT - ANCHOR HEADED STUD G OO M P.C. PRECAST CONCRETE PER THE DETAILS AND PLANS. THE WASHER SHALL BE 1/4"X4"X4" U.N.O. THE CONTRACTOR COLD FORMED STEEL CONSTRUCTION: (SEISMIC DESIGN CATEGORY C AND ABOVE) a IQ tla) PCF POUNDS PER CUBIC FOOT SHALL PREVENT THE NUTS FROM SPINNING OFF DURING THE VIBRATION OF THE CONCRETE. - PLF POUNDS PER LINEAR FOOT THIS COULD BE ACCOMPLISHED BY TIGHTENING THE NUTS AGAINST EACH OTHER THEREBY 1. PERIODIC VISUAL INSPECTION IS REQUIRED DURING WELDING OPERATIONS OF ELEMENTS OF W tA t PLUS OR MINUS LOCKING THEM IN PLACE OR BY TACK WELDING EACH NUT TO THE ANCHOR ROD. THE SEISMIC-FORCE-RESISTING SYSTEM. THE SEISMIC-FORCE-RESISTING SYSTEM INCLUDES TYPICAL ANCHOR ROD, ANCHOR BOLT, ANCHOR AND HEADED STUD NEW CONCRETE WALL TO FOOTING PREFAB PREFABRICATED BRACES 06 SCHEDULE AND BOLT PLATE EDGE CLEARANCES 401-02 NO SCALE 16-084 NO SCALE REVISIONS: PSF POUNDS PER SQUARE FOOT WHERE THE ANCHORS ARE TO BE GALVANIZED, THE ANCHOR ROD AND THE NUTS SHALL BE 2. PERIODIC VISUAL INSPECTION FOR SCREW ATTACHMENT, BOLTING, ANCHORING AND OTHER Ln PSI POUNDS PER SQUARE INCH GALVANIZED WITH THE SAME PROCESS TO ENSURE THE THREADS MATCH. FASTENING OF COMPONENTS WITHIN THE SEISMIC-FORCE-RESISTING SYSTEM, AS LISTED ABOVE. PT POST-TENSIONED AT CONTRACTOR'S OPT10N HEADED ANCHORS PER ABOVE MAY BE SUBSTITUTED FOR DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: N Al-19-16 PER ADDENDUM 1 PTI POST-TENSIONING INSTITUTE CLASS B TENSION SPLICE LENGTHS COMP. BARS CONVENTIONAL ANCHORS AND MACHINE BOLTS (REVERSE SUBSTITUTION NOT ALLOWABLE). REINF REINFORCING A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS > 1-21-16 PER ADDENDUM 2 SDI STEEL DECK INSTITUTE POST- INSTALLED ANCHORS: TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. CONIC PSI f�2,500/3,DDD PSI fc = 4,000 PSI fc = 5,000 PS fc == 3,000 2 SLH SHORT LEG HORIZONTAL B. THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN BAR ENCLOSED Q SLV SHORT LEG VERTICAL GENERAL: DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL SIZE LOCATION REGULAR TOP REGULAR TOP REGULAR TOP STD LAP W/ SPIRAL 1-27-16 PER ARCHITECT SJI STEEL JOIST INSTITUTE ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIATIONS (METRIC) TIES W SIM SIMILAR ALL POST-INSTALLED ANCHORS SHALL UTILIZE THE EXACT ANCHORAGE SYSTEM SPECIFIED IN SHALL BE INITIATED BY THE CONTRACTOR VIA WRITTEN REQUEST FOR INFORMATION (RFI). SQ. SQUARE THE STRUCTURAL DETAILS. WHERE ANCHORAGE "PER GSH" IS SPECIFIED, SEE BELOW. C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, #3 (10) 24" 31" 19" 24" 17" 22" 12" 12" SSMA STEEL STUD MANUFACTURERS ANCHORAGE PRODUCTS MAY NOT BE SWAPPED BETWEEN MANUFACTURERS WITHOUT APPROVAL AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO SEAL: ASSOCIATION OF THE ENGINEER OF RECORD. ALL REQUESTS FOR EQUIVALENT ANCHORAGE PRODUCTS MUST THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO #4 (13) 32" 41" 25" 32" 22" 29" 15" 12" STD STANDARD BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO BEING INSTALLED IN THE THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. CIVIL STL STEEL FIELD. D. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO ALL ITEMS REQUIRING #5 (16) 39" 51' 31" 40" 28" 36" 19" 14" TL TOTAL LOAD SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN-PLACE LADDERS, SCAFFOLDS, LIFTS PUFF , T.O.B. TOP OF BEAM UNLESS NOTED OTHERWISE POST INSTALLED ANCHORS SHALL NOT BE INSTALLED UNTIL AND/OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS REQUIRED FOR #6 (19) 47` 61" 37" 48" 33" 43" 23" 17" LOCATION OF DETAILS �� �GINFF i T.O.C.T. TOP OF CONCRETE TOPPING CONCRETE OR MASONRY MATERIAL HAVE REACHED DESIGN STRENGTH AND HAVE BEEN FULLY SAFE OBSERVATION. INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE #7 (22) 69 T.O.D. TOP OF DECK " CURED FOR A MINIMUM OF 21 DAYS. CONTRACTORS EQUIPMENT. 89" 54" 70" 49" 63" 26" 20" 13,129 E. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT SHALL COMPLETE DETAILS SHEET DESCRIPDESCRIPTIONT.O.F. TOP OF FOOTING MANUFACTURER'S INSTALLATION TRAINING AND CERTIFICATE ARE REQUIRED FOR ALL AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE 1�1 l6 INSTALLERS OF POST-INSTALLED ANCHORS. ALL ANCHORS SHALL BE INSTALLED NTH STEEL WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE #8 (25) 78' 102" 62" 80" T.O.L. TOP OF LEDGER 55" 72" 30" 23" -C EGON T.O.M. TOP OF MASONRY WASHERS AT SHORT SLOTTED HOLES IN ACCORDANCE WITH THE MANUFACTURERS PRINTED APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. --- S1.1 GENERAL STRUCTURAL NOTES T.O.P. TOP OF PLATE INSTALLATION INSTRUCTIONS (MPII). ALL ANCHORS SHALL TIGHTENED/TORQUED AS REQUIRED #9 (29) 88" 115" 70„ 91II 63I, 81" 34" 25" 1 19 T.O.P.C. TOP OF PRECAST CONCRETE PER MANUFACTURERS INSTRUC11ONS AND EVALUATION REPORTS. 01-19 S1.1 STRUCTURAL DETAILS R T.O.S. TOP OF STEEL #10 (32) 99" 129" 79" 102" 70" 91" 38" 28" T.O.W. TOP OF WALL POST-INSTALLED ANCHORS IN CONCRETE: 101-119 S3.1 SECTIONS AND DETAILS EXPIRES:06.30.2016 TPI TRUSS PLATE INSTITUTE #11 (36) 110" 143" 87' 113" 78" 101" 42" 31" TYP TYPICAL ALL EXPANSION TYPE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HILTI FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED. SEE GENERAL T&G TONGUE AND GROOVE 'KWIK BOLT-TZ' EXPANSION ANCHOR PER ICC ESR-1917 OR APPROVED ICC EQUIVALENT. ALL NOTES: STRUCTURAL NOTES ON SHEET SIA AND TYPICAL DETAIL SHEETS. DATE: UNIFORM BUILDING CODE EPDXY ADHESIVE TYPE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HILTI 1. TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12' OF FRESH CONCRETE U.N.O. UNLESS NOTED OTHERWISE 'HIT-HY 200' ADHESIVE ANCHORS PER ICC ESR-3187 OR APPROVED ICC EQUIVALENT. ALL SCREW THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR , IS CAST IN THE MEMBER BELOW THE REINFORCEMENT. 12-28-'I5 TYPE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HIL11 KWIK HUS-EZ ` CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF WCLA WEST COAST LUMBER ASSOCIATION UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS OR SCHEDULES. RECORDS VERT VERTICAL REINFORCING SCREW ANCHOR PER ICC ESR-3027 OR APPROVED ICC EQUIVALENT. 2. LAP SPLICES SHALL BE CLASS B" TENSION LAP SPLICES PER LATEST EDITION OF ACI 318 � SEAL IS AFFIXED AM WRITTEN SIGNATURE. DRAWBY WCLIB WEST COAST LUMBER INSPECTION POST-INSTALLED ANCHORS IN MASONRY: 3. CONTACT STRUCTURAL ENGINEER IF CLEAR SPACING OF REINFORCEMENT IS LESS THAN ORS PROJECT NUMBER 16-084 PROJECT MANAGER RAD BUREAU EQUAL TO 2 BAR DIAMETERS ( 2db), OR IF CLEAR COVER IS LESS THAN THE BAR DIAMETER RLE NAME' W.W.F. WELDED WIRE FABRIC ALL EXPANSION TYPE ANCHORAGE FOR MASONRY INSTALLATION ONLY SHALL BE PER HILTI 'KWIK (db)' PROJECT ENGINEER RAD PROJECT DRAFTER MJN WWPA WESTERN WOOD PRODUCTS BOLT 3' EXPANSION ANCHOR PER ICC ESR-1385BEPER R HILTI 'HIT-HY 70' ADHESIVE ANCHOR ICC ESR- 4. THIS TABLE IS BASED ON NORMAL WEIGHT CONCRETE. ASSOCIATION (EPDXY) ANCHORAGE FOR MASONRY SHALL BE APPROVED ICC EQUIVALENT. ALL ADHESIVE 5. FOR ADDITIONAL INFORMATION, SEE G.S.N., PLANS, SCHEDULES AND DETAILS. CARUSO • TU RLEY• SCOTT' I N C PROJECT NUMBER: W/ WITH 2682 OR APPROVED ICC EQUIVALENT. ALL SCREW TYPE ANCHORAGE FOR MASONRY LAP SCHEDULE FOR REINFORCING STEEL IN CONCRETE W/C WATER TO CEMENT RATIO INSTALLATION ONLY SHALL BE PER HILTI 'KWIK HUS-EZ' SCREW ANCHOR PER ICC ESR-3056 OR W/0 WITHOUT APPROVED ICC EQUIVALENT. consulting structural engineers PH 15-078 07 201-31.01 NO SCALE F '$ 1215 West Rio Salado Parkwa , Suite 2 Tempe,Arizona 85281 (480)774-1700 (774-1701FAX) _ W WWW.ctsaz.com H N N OO V 000 Q � L ■ 1 2 3 Q •o o- OC 4j I I — — - -� Qj 1° in rn 03 F 04 m omi ----- ----- -- - - - - ZA ------------------------------ ----------------------------------- -- =--_--- - -- -- ---- ---- -- -- ---- ---- -------- -- ----------------------------- ---------------- -- ---------------- -- - --------- ---- -- -- --------- II IIII �, o - - - - - - - - - - 362S162-33 AT ! ! 60OS162-33 AT 60OS162-33 AT \ I ; 16 O.C. — SEE ( 16 O.C. — SEE 16 O.C. — SEE I Ot DETAIL 05 —TYP I I DETAIL 05 —TYP DETAIL 05 —TYP I I L N co I I sm in I I I I I I I C1 Z ,.X, ! i i I- -- -- - -i--T--i-1- U_ I 1 1 1 1 1 I 1 '- ' II ' I I U_ ' w I ' lil oC II O II v) C1 a+ II I i ! I C1 C1 ' III 02 ' I III M i 0 !! COLUMN SCHEDULE III C1 © 362S162-43 M III � I I " III O „ N a to tin I� C1 >1 M C1CO /— » ,- m C1 O a� 1 Ln Ln TVQ@ 02W I; I C���� I REVISIONS: C1 i 1-19-16 PER ADDENDUM 1 /� , Q1-21-16 PER ADDENDUM 2 -- I ':./ ------ --� ,///' � Q1-27-16 PER ARCHITECT II , I ' w 1 c ' Cl SEAL: PROF�i LOCATION OF DETAILS �\G I N FFA q� 13,129 DETAILS SHEET DESCRIPTION � EI�o�� --- S1.1 GENERAL STRUCTURAL NOTES y ti 01-19 S1.1 STRUCTURAL DETAILS G� 1 19 ------------! R 101-119 S3.1 SECTIONS AND DETAILS EXPIRES:06.30.2016 I_— -- -- -- —_ — --- — — — — — — — — — I — I FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL III L__—__—__—__—__-- -- —__-- -------------- ---- _ -- ---------- -------- -- --- STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS. DATE: THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR 12-28-15 CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED AM WRITTEN SIGNATURE. DRAWN BY: PROJECT NUMBER 16-084 PROJECT MANAGER RAD STOREFRONT FLOOR PLAN PROJECT ENGINEER RAD PROJECT DRAFTER MJN RLE NAME: SCALE: 1/4" = V-o" CARU SO • TU RLEY• SCOTT. INC PROJECT NUMBER: t consulting structural engineers PHI 5-078 1215 West Rio Salado Parkway. Suite 200 L/) LU Tempe,Arizona 85281 (480)774-1700(774-1701 FAX) www.ctsaz.com N N E N 0 in V 00 �' S ■ X` dJ 1 2 3 Q 7r_ CL pC 4� 0) In II II rnm II 11 _ ca 17111 j ----- W C4 - -- - - - - II 11 ------ Y 11 �\, ,/" 1111 \` II Ilii � c N II 1111 ��11 �____= I �_____ ' �► o m I cm �- -�� I --------��-1- - -- --------- -� i i i ii �, ;/ ilii �, o in 107 I I ' I ' I I I I I II QJ i - � BRACE PER DETAIL 104 ' , x i 1 1 I I I I I I I I I I I I II 101 W p It 11 I N ----- --� I I p I I I 1 iU ' II I O I I j I I I 1 107 I II N � � 10/ I I I / 107 BRACE PER / 1 I DETAIL 104 1 / i l I I 105 I I I I I M 0 BEAM SCHEDULE l —— m l l B1 © 362S162-43 i B2 © 80OS162-43 ' 103 Cr I ' I 1 I I I I I I I I I 1 I 1 I I J I I I BRACE ER DETAIL 104 ` I I 105 (� M - - N DCA L---------------� -� I \ 105 106 pBRA � m L .}.� N DC SECTION CE P \ \ �� ,�r 107 ai TYPo O II M % 00 w I in � cnl= 105 W III I REVISIONS: 102 N Q1-19-16 PER ADDENDUM 1 -_—__--- L-- I 107 �� r, 105 I Q1-21-16 PER ADDENDUM 2 _—__-- --� I \\ rrL Q1-27-16 PER ARCHITECT 1 I , BRACE PER II DETAIL 104 LU 107 i2 SEAL• 1 1 I I III I j I i t I CIVIL 1 1------------- PRp�C-as' 101 LOCATION OF DETAILS 13,129 m' ' DETAILS SHEET DESCRIPTION I/Z]/rb III I j I j I EGON ----------- S1.1 GENERAL STRUCTURAL NOTES YEXPI BRACE PER 107 I I 1 �9DETAIL 104 1 01-19 S1.1 STRUCTURAL DETAILSI-- -- 101-119 S3.1 SECTIONS AND DETAILS 6.30.2016 FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL III ------ ---- --------------------__ I _ -- ------ ---- -- -- ------_-- I STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS DATE: THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR 12-28-15 CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF DRAWN BY: RECORD'S SEAL IS AFFIXED RM WRITTEN SIGNATURE. PROJECT NUMBER 16-084 PROJECT MANAGER RAD STOREFRONT SOFFIT PLAN PROJECT ENGINEER RAD PROJECT DRAFTER MJN RLE NAME: SCALE: 1/4" = 1'-0° CARUSO • TURLEY• SCOTT- INC PROIIECrNUMBER: r*4 ' y consulting structural engineers PH15-078 1215 West Rio Salado Parkway, Suite 200 Ln Tempe,Arizona 85281 (480)774-1700(774-1701 FAX) LU _ www.ctsaz.com of N E NOTES: > NOTES: NOTES: u In 6 I I 1. BOX BEAM. 1. BULKHEAD TO REMAIN. 1. BULKHEAD TO REMAIN. 1. BULKHEAD TO REMAIN. 00 I 2. SIMPSON LTPS EACH SIDE. 2. 4 #10. 2. CONTINUOUS TRACK. 2. BOX BEAM 362T125-33 = 3. L30 TOP AND BOTTOM. 3. TOP CONNECTION PER DETAIL 3. 2-#10 EACH STUD TO TRACK. SEE DETAIL 104 FOR END 4. BOX COLUMN. 108, 4. 4-#10 TYP. CONNECTIONS. i I 4. 362S162-33. 5. HEADER PER PLAN. 3. 20 GAGE SUP TRACK WITH 5. CONTINUOUS 18 GAGE TRACK. r' 6. 18 GAGE TRACK WITH #10 AT r/ #10 AT 12" O.C. ■ •C a 6. BOX COLUMN PER PLAN.� 12' O.C. 4. 3625162-33 AT 16' O.C. Q�` 7. L30 - BOX BEAM TO COLUMN. \ 7. 362S162-33 BRACE AT 48' 5. HEADER PER PLAN. 0 CL 1 8. TOP BOX BEAM PER DETAIL O.C. - TOP CONNECTION PER 6. 18 GAGE TRACK WITH #10 AT ■ • 101. DETAIL 108. 12' O.C. d ' I 9. L30. 8. 3625162-33 AT 16" O.C. - I I I 1 I 1 I 1 I I I I i I I W ■� 1 I (3) I I Ian 1 (3) I I I ••� r n 01 M co 11711 rNI (4) I I I I I I I ' •� o Y I I I 1 , I , 1 ' N to I I I 1 i i 7 i � , I 1 Li- I I I I I I I O I I I I L (4) X I I 1 X I 1 I I E � 1 � I 1 BEAM TO COLUMN (2) . � s CD 107 O 16-084 NO SCALE 1 M (2), � I rn m 1 I I 1 I t M 2 \\ 1 001 NOTES: ----------------- --� a C , -----------------T------------------ • -_♦♦�_ ♦` i_ I. I I I ------------------------- - I I I I I N 1. 9'-0 O.C. MAX. NOTIFY E.O.R. - - ----------- r-y II , --------- {3) IF DIFFERENT. l i i I i ' I ♦`♦ ``♦ I I I I ill 1ir Ln 3.2. EXISTING STEEL BEAM. I i i I i (3) l i i `♦ `♦ i i i I I l i i i I Ln F•- 3. BOX BEAM EACH BRACE. ()) 4. SIMPSON L30 ALL 4 SIDES W/ ( ) I I (3) III I I I I I I ♦♦\ `.` I I HILTI X-U SHOT PINS TO BEAM III I II I , I �� , 11 (4) TYP. (2) -- (2) 5. 4- /10. IiIIi Ii l i i (8) ` BRACE PER PLAN. (4)( ) ($) iI♦♦iI IlJ iI iII Iil i i r . . (4) 8. 362S162-33. 9. 362T125-33. II' ' I I I I I I I I I 11 (4) `` -�`♦ 10. #10 AT 12' O.C. t I I 1 1 1 I I 11 a I I III I j� W (g (6) (5)) (6) I I D I I {6) II I ' (5) ' ---------------------------- ' I ' (5) I I L L ♦, `♦ L) ,, I ,, o♦ ll (5) i i `♦ . ( III I =" ---------------------------- J I I r7 I ---- ♦ ♦ III I I 1--- r r------------------------- ----I L'3�It -I (7) I I ♦ \ i i i t li JI 6 I I ♦ 1�\�`♦ �`♦ I I I i `♦` i l O I IN 1 I I (6) n , I i i i t �♦;.♦ I ' (7) (8) 1 I I 11 I I (4) IN `�`♦ I I i n i i i u ' I I i i i i �`♦`♦ i i i �° i i i 11 i 0 1 (10) I I G)-- BRACE TOP CONNECTION SEC11ON AT COLUMN BRACE SECTION PER B/A2.3 SEC110N PER A/A2.3 108 16-084 NO SCALE 104 16-084 NO SCALE 102 16-084 NO SCALE 101 16-084 NO SCALE NOTES- NOTES: 1. BEAM PER PLAN. 1. BULKHEAD TO REMAIN. 2. SIMPSON S/H2.5 CUP EACH 2. 362S162-33 AT 16. O.C. SIDE, FILL ALL HOLES WITH 3. 4 #10. #10 SCREWS. 4. 18 GAGE TRACK WITH /10 AT (� 5 3. METAL STUDS PER PLAN. 12' O.C. (4) 4. 362T125-43 GA. CONTINUOUS �' 5. HEADER PER PLAN. O METAL TRACK FASTENED WITH 6. TOP CONNECTION PER DETAIL ___--____ 110 SCREWS AT 12" O.C. �` \ 108. 1 5. BEAM CONTINUES AS OCCURS. ; 7. 362SI62-33 AT 48" O.C. L ' 6. SIMPSON LTP5 EACH SIDE AT 8 CONTINUOUS 18 GAGE TRACK. {6) SPLICE. rT� 7. SPLICE AT CENTER OF COLUMN (2) i i 1 (7) ONLY. Cr L+-J V l ----------- 1 (4) (6)-� Cr" L LA tA Q M 0) 1 , ca (3) I I I 1 11 L '}J N I I I I II O O I I I I II 1 I I I I I 11 1 I I I I I �!... •^� A f (CV) I I I I II i. V/ V (4) v>I V I I I (7) (2 I I I I I I � W �, � � 1 I I i i I I 11 ) � Y A 1 ,,^ 1 I I I II 0) V 105 BEAM TO COLUMN `♦ I I 1 I W 16-084 NO SCALEI i i ii ♦ 1 1 I � REVISIONS: I I i i i1 ♦ , , I (3) 1 i i I i i i 1 Al-19-16 PER ADDENDUM 1 NOTES: -a -r.--T---------------------------------- ,. I I ___♦ �L- ;__ _______________________ 1. .1 1 Q1-21-16 PER ADDENDUM 2 1. BOX BEAM. -- --------- L_� 1 2 2. L30 EACH SIDE - TURN FLANGE Ili i i i 55 INWARD AT BEAM ENDS. i i I l i ♦` Q 1-27-16 PER ARCHITECT 111 I II (8) I,I I I I Lij (1) O 3 III I I� CL III 111 SEAL: (7) ,I I I rJ CIVIL l (4) �D PROF�'� ' 'I (5) \SO,I N 13,129 1/ (2) 11 I I�/p �I i 1 9 ti EGON h 1,19 u 11 II IN EXPIRES:06.30.2016 ii FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS. DATE: -1THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR 12_28-15 CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF DRAIMN BY: RECORD'S SEAL IS AFFIXED J(ILM WRITTEN SIGNATURE. PROJECT NUMBER 16-084 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER MJN RLE NAME' rn 106 BEAM TO BEAM 103 SECTION PER C A2.3 CARUSO • TURLEY• SCOTT- INC PRQIECTNUMBER- 16-084 NO SCALE 16-084 NO SCALE ? consulting structural engineers PH 15-078 1215 West Rio Salado Parkway Suite 200 E Tempe,Arizona 85281 (480)774-1700(774-1701 FAX) _ V) www.ctsaz.com N