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<br />15. EXPAN5ION BOLTS INTO CONCRETE SHALL BE ONE OF THE FOLLOWING INSTALLED IN 5TRI6T ACCORDANCE WITH THE 166-E5
<br />REPORTS INDICATED AND MANUFACTURER'S IN5TRU6TION5: "KWIK BOLT TZ" AS MANUFACTURED BY HILTI, INC. (166-E5 NO.
<br />1111); OR "STRONG -BOLT 2" AS MANUFACTURED BY 5IMP50N 5TRON6-TIE COMPANY, INC. (I66®E5 N0. 3031); OR "POWER5-5TUD+
<br />5D2" AS MANUFACTURED BY DEWALT/POWERS (166GE5 NO. 2502). SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED
<br />FOR REVIEW WITH I66-E5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, 5UB5TITUTION5
<br />SHALL MEET IGG-ES ACCEPTANCE CRITERIA AC1g3. 5PE61AL IN5PECTION I5 REQUIRED FOR ALL EXPANSION BOLT INSTALLATION.
<br />EXPAN5ION BOLTS SHALL NOT BE USED A5 5UB5TITUTE5 FOR EMBEDDED ANCHOR BOLTS UNLE55 5PECIF16ALLY APPROVED BY THE
<br />STRUCTURAL ENGINEER. NOTIFY ENGINEER IF BOLT LOCATIONS 6ONFL16T WITH REINFORCING STEEL a DO NOT CUT REINFORCING
<br />OR REDUCE EMBEDMENT DEPTH5 WITHOUT PRIOR APPROVAL.
<br />UNLE55 OTHERN15E NOTED, PROVIDE THE FOLLOWIN6 NOMINAL EMBEDMENT DEPTHS FOR EXPAN5ION BOLTS INTO CONCRETE:
<br />HILTI KWIK BOLT TZ:
<br />3/b"� EXPAN5ION BOLTS . . . . . . . . . . . ; . . 2-5/16"
<br />1/2"0 EXPANSION BOLTS . . . . . 5-5/b 11
<br />5/6"0 EXPANSION BOLT5 . . 4-1/1611
<br />3/4"0 EXPANSION BOLTS . . . . . . . 5�5/16"
<br />5IMP50N STRONG -BOLT 2:`
<br />3/b"O EXPAN5ION BOLT5 . . . . . . . . 2gil�a"
<br />1/2"4 EXPANSION BOLT5 . . . . . . . . . . . . . .
<br />5/b"O EXPAN5ION BOLTS . . . . . . . . . . . . . .
<br />3/4" 0 EXPANSION BOLTS . . . . . . . . . . . . . . . . . . 5-3/4"
<br />DEWALT/POWERS POWER-5TUD+592:
<br />3/b"O EXPANSION BOLTS . . . . . . . . . . . . . . . . . .
<br />1/2"0 EXPANSION BOLTS . . . . . . . . .
<br />5/b" l EXPANI ON BOLTS . . . . . . . . . . . . . . . . . .
<br />3/4"0 EXPANSION BOLTS . . . . . . . . . . . . . . 5-5/4"
<br />16. DRIVE PINS AND OTHER POWDER -ACTUATED FA5TENER5 SHALL BE ONE OF THE FOLLOWING INSTALLED IN STRICT ACCORDANCE
<br />WITH THE I66-E5 REPORTS INDICATED AND MANUFA6TURER'5 INSTRUCTIONS INCLUDING MINIMUM EMBED REQUIREMENTS: "TE
<br />SERIES" (0.151" DIAMETER) A5 MANUFACTURED BY ITW RAM5ET (I66-E5 NO. liaq); OR "X-U` (0,151" DIAMETER) AS
<br />MANUFACTURED BY HILTI, INC. (I66-E5 N0. 226q); OR "5TRON6-TIE PDPA" (0,151" DIAMETER) A5 MANUFACTURED BY 5IMP50N
<br />5TPON6-TIE COMPANY, INC. (I66-E5 NO. 2136); OR "65I PIN" (0.151" DIAMETER) AS MANUFACTURED BY DEWALT/POWER5
<br />(I66-E5 NO. 2024); OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT, MINIMUM EMBEDMENT IN CONCRETE SHALL BE
<br />UNLE55 OTHERN15E NOTED, MAINTAIN AT LEAST 3-1/2" TO NEAREST CONCRETE EDGE.
<br />11. EPDXY -GROUTED RODS OR REBAR TO CONCRETE SPECIFIED ON THE DRAWIN65 SHALL BE ONE OF THE FOLLOWING INSTALLED IN
<br />STRICT ACCORDANCE WITH THE 166-E5 REPORTS INDICATED AND MANUFACTURER'S IN5TRU6TION5 INCLUDING MINIMUM EMBED
<br />REQUIREMENTS: "5ET®XP" A5 MANUFACTURED BY 5IMP50N 5TRON6-TIE COMPANY, INC. (I66-E5 NO. 2506); OR "HIT-HY 200" AS
<br />MANUFACTURED BY HILTI, INC. (I66-E5 NO. 310, '5AFE-5ET" INSTALLATION WITH HOLLOW CARBIDE DRILL BIT 15
<br />PERMITTED; OR "PUREllO+" AS MANUFACTURED BY DEWALT/POWER5 (166-E5 NO. 32ga). 5UB5TITUTE5 PROP05ED BY CONTRACTOR
<br />SHALL BE SUBMITTED FOR REVIEW WITH 166=E5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION,
<br />5UB5TITUTION5 SHALL MEET 166-E5 ACCEPTANCE CRITERIA A6306. SPECIAL INSPECTION OF EPDXY -GROUTED ANCHOR
<br />IN5TALLATION 15 REQUIRED. EPDXY GROUTED RODS OR REBAR SHALL NOT BE USED A5 SUBSTITUTES FOR 6A5T-IN-PLA6E ANCHOR
<br />BOLTS OR REINFORCING 5TEEL UNLE55 5PEGIF16ALLY APPROVED BY THE STRUCTURAL ENGINEER, NOTIFY ENGINEER IF ANCHOR
<br />LOCATIONS CONFLICT WITH REINFORCING STEEL - DO NOT CUT REINFORCING OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR
<br />APPROVAL, INSTALLATION OF ADHESIVE AN6HOR5 HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT 5U5TAINED TENSION LOADS
<br />5HALL BE PERFORMED BY CERTIFIED PER50NNEL IN CONFORMANCE TO A61 31b-14 5E6TION 1l.b.2.2. HOLES SHALL BE HAMMER
<br />DRILLED AND DRY.
<br />UNLE55 OTHERN15E NOTED, PROVIDE THE FOLLOWING EMBEDMENT DEPTH5 FOR ANCHORS AT CONCRETE:
<br />3/8"0 ROD OR #5 BAR . . . . . . . . . 4"
<br />1/2"� ROD OR #4 BAR . . . . . 5
<br />5/6"� ROD OR #5 BAR . . . . . . . . . . . . . i"
<br />3/4" 0 ROD OR #6 BAR . . . . . . . . . . . . . . . . . . . .
<br />lb. CONCRETE SCREW ANCHORS SHALL BE ONE OF THE FOLLOWING INSTALLED IN 5TRI6T ACCORDANCE WITH THE 166-E5 REPORTS
<br />INDICATED AND MANUFACTURER'S INSTRUCTIONS INCLUDING MINIMUM EMBED REQUIREMENTS: "TITEN HD" AS MANUFACTURED BY
<br />5IMP50N 5TRON66TIE COMPANY (I66-E5 NO. 2115); OR "KWIK HU5®EZ" A5 MANUFACTURED BY HILTI, INC. (166®E5 NO, 3021);
<br />OR "56REH-BOLT+" AS MANUFACTURED BY DEWALT/POWER5 (166-E5 NO, 5W). SUBSTITUTES PROP05ED BY CONTRACTOR SHALL BE
<br />SUBMITTED FOR REVIEW WITH 166=E5 REPORTS IN9I6ATIN6 EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION,
<br />5UB5TITUTION5 SHALL MEET 166-E5 ACCEPTANCE CRITERIA A6113. 5PE61AL INSPECTION 15 REQUIRED FOR ALL CONCRETE 56REN
<br />ANCHOR IN5TA►LATION CONCRETE 5CREW ANCHORS SHALL NOT BE USED AS 5UB5TITUTE5 FOR EMBEDDED ANCHOR BOLTS OR
<br />EXPANSION BOLTS UNLE55 5PE61FICALLY APPROVED BY THE STRUCTURAL ENGINEER, NOTIFY ENGINEER IF 5CREW ANCHOR
<br />L06ATION5 CONFLICT WITH REINFORCING STEEL - DO NOT CUT REINFORCING OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR
<br />APPROVAL.
<br />1M. CONCRETE 5HALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH A61 31b®14 CHAPTER 26 AND AGI
<br />301. CONCRETE SHALL ATTAIN A 26-DAY 5TREN6TH OF fr'c = 4,000 P51. MAXIMUM WATER-6EMENTITIOU5 MATERIAL RATIO FOR
<br />INTERIOR 5LA65 SHALL BE BETWEEN 0.40 AND 0,44.
<br />ALL CONCRETE SHALL BE EXP05URE CLA55E5 FO, 50, PO, AND GO PER A61 3lb-14 TABLES AND 11.3.2.1 EXCEPT AS
<br />NOTED BELOW.
<br />ALL CONCRETE EXPOSED TO EARTH (FOUNDATIONS, ETC.) (FO, 50, NO, 61)
<br />ALL CONCRETE EXP05ED TO WEATHER: (F1 50, NO, 61)
<br />CONCRETE MIXES 5HALL MEET OR EXCEED THE REQUIREMENTS 5PE6IFIED ABOVE. MIXES SHALL BE SUBMITTED TO THE ENGINEER
<br />AND BUILDING OFFICIAL FOR APPROVAL TWO WEEK5 PRIOR TO PLACING ANY CONCRETE AND 5HALL INCLUDE THE AMOUNTS OF
<br />CEMENT, 6EMENTITOU5 MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES, AS WELL AS THE WATER -CEMENT RATIO,
<br />SLUMP, CONCRETE YIELD AND 5UB5TANTIATIN6 5TREN6TH DATA IN ACCORDANCE WITH A61 316-14, CHAPTER 26 AND 21. REVIEW
<br />OF MIX 5UBMITTAL5 BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRE5ENTED CONFORM5 GENERALLY WITH
<br />CONTRACT DOCUMENTS. CONTRACTOR OR 5UPPLIER MAINTAINS FULL RESPONSIBILITY FOR 5PE6IFIED PERFORMANCE.
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<br />20. REINFORCING STEEL SHALL CONFORM TO A5TM A615, GRADE 60, fy ® 60,000 P51.
<br />21, REINFORCING 5TEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH A61 315-11 AND 318-14. LAP
<br />ALL CONTINUOUS REINFORCEMENT (5 AND SMALLER) 40 BAR DIAMETER5 OR 2'-0" MINIMUM, PROVIDE CORNER BARS AT ALL WALL
<br />AND FOOTING INTERSECTIONS. LAP CORNER BARS (5 AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER
<br />BARS SHALL BE MADE IN ACCORDANCE WITH A61 31a-14 SECTION 25.5, 6LA55 B. LAP ADJACENT MATS OF WELDED WIRE FABRIC
<br />A MINIMUM OF 12" AT 51DE5 AND ENDS.
<br />NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLE55 OTHERN15E NOTED ON THE DRAWIN65 OR
<br />APPROVED BY THE STRUCTURAL ENGINEER.
<br />22. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOW5:
<br />FOOTIN65 AND OTHER UNFORMED SURFACES 6A5T AGAINST AND PERMANENTLY EXP05ED TO EARTH . . 3"
<br />FORMED SURFACES EXP05ED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER (#6 BARS OR LARGER). . . 211
<br />(#5 BARS OR 5MALLER). 1 1/2"
<br />SLAB -ON -GRADE BOTTOM REINFORCING (WITH VAPOR BARRIER BELOW) . 1 1/2
<br />11
<br />COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . 1 1/211
<br />SLABS AND WALLS (INTERIOR FACE) . . (#11 BARS OR 5MALLER) . 3/4"
<br />23. GA5T-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWIN65 FOR EXACT LOCATIONS AND DIMEN51ON5 OF DOOR AND WINDOW
<br />OPENIN65 IN ALL CONCRETE WALLS. 5EE MECHANICAL DRAWIN65 FOR SIZE AND LOCATION OF M156ELLANEOU5 MECHANICAL
<br />OPENIN65 THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWIN65 FOR ALL GROOVES, NOTCHE5, 6HAMFER5, FEATURE 5TRIP5,
<br />COLOR, TEXTURE, AND OTHER FIN15H DETAILS AT ALL EXP05ED CONCRETE SURFACES.
<br />24. BONDING AGENT SHALL BE "MASTEREMACO ADH 526" BY BASF CORPORATION. OR EQUIVALENT, AND SHALL BE U5ED WHERE NEW
<br />CONCRETE IS PLACED AGAINST HARDENED CONCRETE, PLACE IN 5TR16T ACCORDANCE WITH MANUFA6TURER'5 INSTRUCTIONS,
<br />INCLUDING PREPARATION OF EXISTING SURFACES. CONCRETE SHALL BE 6ON51PERED HARDENED AFTER 56 DAY5,
<br />25. STRUCTURAL STEEL DESIGN FABRICATION AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.1.5.6.
<br />SPECIFICATIONS AND CODES:
<br />1. SPECIFICATION FOR STRUCTURAL STEEL BUILPIN65-ALLOWABLE 5TRE55 AND PLASTIC DESIGN, OR LOAD
<br />AND RE515TAN6E FACTOR DE516N 5PE6IFI6ATION FOR STRUCTURAL STEEL BUILDIN65.
<br />2. CODE OF STANDARD PRACTICE FOR STEEL BUILDIN65 AND BRIDGES, ADOPTED APRIL 14, 2010.
<br />IN REFERENCE TO 5ECTION5 5.1.2 AND 4.4.1, THE CONTRACT D06UMENT5 (DESIGN DRAWIN65) SHOW COMPLETE
<br />CONNECTION DETAILS FOR ALL MEMBERS EXCEPT TH05E NOTED TO BE DESIGN®BUILD ITEMS. ALTERNATE CONNECTION
<br />DETAILS REQUESTED BY THE FABRICATOR SHALL BE 5UBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL VIA A
<br />REQUEST FOR INFORMATION (RFI) PRIOR TO COMPLETION OF SHOP DRAWIN65.
<br />IN REFERENCE TO SECTION 3.1.6 FABRICATOR SHALL AL50 REVIEN PROJECT 5PE6IFI6ATION5 AND ARCHITECTURAL
<br />DRAWINGS TO DETERMINE PAINTING AND GALVANIZING REQUIREMENTS, MEMBERS EMBEDDED IN CONCRETE, MA50NRY OR
<br />TO RECEIVE 5PRAY60N FIREPROOFING SHALL NOT BE PAINTED. DO NOT PAINT OR GALVANIZE AREAS OF PIECES
<br />TO BE FIELD WELDED, OR REMOVE PAINT AND GALVANIZING IN FIELD PRIOR TO WELDING.
<br />IN REFERENCE TO SECTION 3.3, IN THE EVENT OF DISCREPANCIES BETWEEN DE516N DRAWIN65 AND SPECIFICATIONS,
<br />THE DE516N DRAWIN65 GOVERN.
<br />IN REFERENCE TO SECTION 4.1, THE FABRICATOR SHALL NOT A55UME 519 PACKAGES CONSTITUTE RELEA51% THE
<br />DRAWIN65 FOR CONSTRUCTION WITHOUT EXPLICIT DIRECTION TO DO 50 BY THE OWNER.
<br />3. SPECIFICATION FOR STRUCTURAL JOINTS U5IN6 A5TM A325 OR A410 BOLT5.
<br />4. QUALITY CONTROL SHALL BE IN ACCORDANCE WITH AI56 360 CHAPTER N (AI56 341 CHAPTER J FOR 5TEEL 5E15MI6 5Y5TEM).
<br />CONTRACTOR SHALL AL50 COMPLY WITH 05HA REGULATION 21 CFR PART 1g26 SUBPART R - STEEL ERECTION, PUBL15HEP JANUARY
<br />lb, 2001. MISCELLANEOUS PLATES FOR GUYING CABLE ATTACHMENTS, TEMPORARY J015T BRACING, ETC. SHALL BE ADDED A5
<br />REQUIRED, CONTRACTOR SHALL EVALUATE COLUMNS AND PROVIDE ADEQUATE BASE PLATE 5HIM5, ADDITIONAL TEMPORARY ERECTION
<br />BOLT5/6LIP5, 6UY5, OR TEMPORARY BRACING A5 REQUIRED PER 5E6TION 1126.155.
<br />26. 5TRU6TURAL STEEL, INCLUDING PLATES, ANGLES, CHANNEL5, AND ROP5, SHALL CONFORM TO A5TM A36, Fy a 36 K51. WIDE
<br />FLANGE AND WT STEEL 5HAPE5 SHALL CONFORM TO A5TM Ag12, Fy o 50 K51. STEEL PIPE 5HALL CONFORM TO A5TM A53, TYPE E
<br />OR 5, GRADE B, Fy = 35 K51. STRUCTURAL TUBING ('H55) SHALL CONFORM TO A5TM A500, GRADE B, Fy 9 46 K51. ANCHOR
<br />BOLTS SHALL CONFORM TO A5TM F1554 (36 K51). 5TEEL-TO-5TEEL CONNECTION BOLT5 SHALL CONFORM TO A5TM A325.
<br />21, DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER THE A156 CODE OF STANDARD PRACTICE FOR STEEL
<br />BUILDIN65 AND BRIDGES, SECTION 6.4 AND A5TM 5PEGIFI6ATION A6. UNLE55 SPECIFICALLY ALLOWED BY THE ENGINEER,
<br />COLUMN MEMBERS 5HALL NOT BE MODIFIED BY THE ROTARY 5TRAI6HTENIN6 PROCESS.
<br />26. BOLTS IN CONNECTIONS NOT 5PE6IFIED A5 5LIP-CRITICAL NEED ONLY BE TIGHTENED TO THE 5NU6 TIGHT CONDITION. THE
<br />SNUG TIGHT CONDITION 15 DEFINED AS THE TI6HTNE55 THAT EX15T5 WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. IF A
<br />SLOTTED HOLE OCCUR5 1N AN OUTER PLY, A FLAT HARDENED WASHER OR COMMON PLATE WASHER 5HALL BE INSTALLED OVER THE
<br />SLOT.
<br />21. ALL WELDING SHALL BE IN CONFORMANCE WITH A.1.5.0. AND A.W.5. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O.
<br />CERTIFIED WELDERS U5IN6 ElOXX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.5.) SHALL BE USED. DO NOT
<br />PAINT OR GALVANIZE AREAS OF PIECES TO BE FIELD WELDED, OR REMOVE PAINT AND GALVANIZING IN FIELD PRIOR TO WELDING.
<br />HELPING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED U5IN6 LOW HYDROGEN ELECTRODES. WELDING
<br />WITHIN 4" OF COLD BENDS IN REINFORCING 5TEEL 15 NOT PERMITTED. SEE REINFORCEMENT NOTE FOR MATERIAL REOUIREMENT5
<br />OF WELDED BARS.
<br />THE WELD 5YMBOL5 5HOWN ON THE DRAWIN65 ARE INTENDED ONLY TO AID THE CONTRACTOR IN THE DETERMINATION OF FIELD
<br />VERSUS SHOP WELDING. THE CONTRACTOR SHALL WORK WITH THE FABRICATOR AND ERECTOR TO COORDINATE THE FINAL
<br />DETERMINATION OF FIELD VERSUS SHOP WELDS TO ACCOMMODATE THE CONSTRUCTION SEQUENCING OF THE PROJECT.
<br />50. FRAMING LUMBER 5HALL BE KILN DRIED OR MC-11, AND GRADED
<br />AND MARKED IN
<br />CONFORMANCE WITH W.C.L.B. STANDARD
<br />GRADING RULES
<br />FOR
<br />WE5T COA5T LUMBER
<br />NO. 11. FURNI5H TO
<br />THE FOLLOWING
<br />MINIMUM 5TANDARD5:
<br />JOI5T5:
<br />(2x
<br />AND 3x
<br />MEMBERS)
<br />DOUG FIR NO. 2
<br />MINIMUM BASK
<br />DE516N 5TRE55,
<br />FU qOO P5I, Fv =
<br />16O P5I, E o 1600 K5I
<br />(4x
<br />MEMBER5)
<br />DOU6 FIR NO. 1
<br />MINIMUM BA516
<br />DESIGN 5TRE55,
<br />FU 1000 P51, Fv
<br />� 160 P51, E :: 1100 K51
<br />BEAMS AND STRINGERS:
<br />HEM -FIR NO. 2
<br />(INCLUDING 6x
<br />AND
<br />LARGER
<br />MEMBERS)
<br />MINIMUM BA5I6
<br />DESIGN 5TRE55,
<br />Fb -g65O P51 Fv =
<br />150 P51, E f 1500 K51
<br />POSTS: (4x
<br />AND
<br />LARGER
<br />MEMBERS)
<br />HEM -FIR NO. 2
<br />MINIMUM BA5I6
<br />PE516N STRESS,
<br />Fc = 1500 P5I, E =
<br />1300 K51
<br />5TU95, PLATE5, LEDGERS 4 HEM -FIR STUD GRADE
<br />M156ELLANEOU5 LI6HT FRAMING: MINIMUM BA516 DE516N 5TRE55, F'b = 615 P51, E = 1300 K51
<br />Fo G GOO P5I, Ft 0 400 P5I
<br />NOTE: FINGER JOINTED 5TUD5 MAY BE SUBSTITUTED ONLY IF THEY
<br />MEET PRE56RIDEP BENDING 5TRE55 4 TEN51ON STRESS CRITERIA.
<br />31. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH A5TM AND A.I.T.G. 5TANDARD5 IN ACCORDANE WITH
<br />IBC SECTION 2305.1.3. EACH MEMBER SHALL BEAR AN A.I.T.6. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN
<br />A,I.T.G. GERTIFICATE OF CONFORMANCE. HORIZONTAL MEMBERS AND INCLINED MEMBERS OF LE55 THAN 1:1 5LOPE SHALL HAVE A
<br />RADIU5ED CAMBER OF 3,500 FT. UNLE55 OTHERN15E NOTED.
<br />SIMPLE SPAN BEAMS: DOU6LA5 FIR COMBINATION 24F-V4
<br />FU z 2400 P51, Fv a 265 P51, E = 1b00 K51
<br />CONTINUOUS OR
<br />CANTILEVERED BEAMS: DOU6LA5 FIR COMBINATION 24F-Vb
<br />FU Q 2400 PSI, Fv a 265 P51, E = 1b00 K51
<br />GLUED LAMINATED MEMBERS EXP05EP TO WEATHER OR M0I5TURE SHALL BE TREATED WITH A NON-GORRO5IVE, APPROVED
<br />PRESERVATIVE.
<br />32. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRU55E5 SHALL BE DE516NED BY THE MANUFACTURER IN ACCORDANCE WITH
<br />AN5I/TPI 1-2014 AND IBC SECTION 2303.4 FOR THE 5PAN5 AND CONDITIONS 5HOWN ON THE DRAWIN65.
<br />DE516N LOADS SHALL BE AS FOLLOWS:
<br />TOP CHORD LIVE LOAD PER DE516N LOADING CRITERIA
<br />BOTTOM CHORD LIVE LOAD PER DESIGN LOADING CRITERIA
<br />TOP CHORD DEAD LOAD 11 P5F
<br />BOTTOM CHORD DEAD LOAD 10 P5F
<br />WIND UPLIFT ( TOP CHORD) 26/ 1 q P5F (A59 NET/6RO55)
<br />THE TRU55 MANUFACTURER SHALL COORDINATE LOCATIONS AND 5UPPORT CONFIGURATIONS OF PLUMBING, MECHANICAL UNITS,
<br />DUCTS, AND/OR OTHER MISCELLANEOUS ITEM5 HITH THE CONTRACTOR PRIOR TO TRU55 FABRICATION, THE TRU55 MANUFACTURER
<br />SHALL DE516N TRU55E5 TO SUPPORT ALL LOAD5 A55061ATED WITH SUCH ITEMS. THE TRU55 SHOP DRAWIN65 5HALL INCLUDE ALL
<br />DE5I6N LOADS AND APPROVED HANGER CONNECTION DETAILS TO TRU55 CHORDS FOR SUPPORT OF HUN6 MECHANICAL 5Y5TEM
<br />COMPONEN T5 .
<br />WOOD TRU55E5 SHALL UTILIZE APPROVED CONNECTOR PLATE5 (6AN6NAIL OR EQUAL). SHOP DRAWIN65 AND CALCULATIONS 5HALL
<br />BE PROVIDED AS A DEFERRED SUBMITTAL TO THE ARCHITECT AND STRUCTURAL ENGINEER PER GENERAL STRUCTURAL NOTE 15.
<br />SHOP PRANIN65 5HALL INDICATE 5HAPE5, BEARING POINTS, INTER5E61`105, HIPS, VALLEYS, ETC. EXACT COMP051TION
<br />OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (U5E OF 61RDER TRU55E5, JACK TRU55E5, STEP-POWN TRUSSES, ETC.)
<br />SHALL BE DETERMINED BY THE MANUFACTURER UNLE55 OTHERWISE NOTED ON THE DRAWIN65. THE TRU55 MANUFACTURER 5HALL
<br />PROVIDE ALL TRU55-TO-TRU55 AND TRU55-TO-BEAM/JO15T CONNECTION DETAIL5 AND REQUIRED CONNECTION MATERIAL5. THE
<br />TRU55 MANUFACTURER 5HALL DE516N AND PROVIDE DETAILS FOR ALL TEMPORARY AND PERMANENT TRU55 BRACING AND BRIDGING.
<br />55, ROOF, FLOOR 4 WALL 5HEATHING SHALL BE APA RATED, EXTERIOR OR EXPOSURE 1 PLYWOOD OR ORIENTED STRAND BOARD (05B)
<br />IN CONFORMANCE WITH IBC 5E6TION 2303.1.5. SHEATHING 5HALL BE MANUFACTURED UNDER THE PROVISIONS OF VOLUNTARY
<br />PRODUCT STANDARDS DOC P5 1-0�, P5 2-10, OR APA PRP-10� PERFORMANCE STANDARDS AND POLICIES FOR STRUCTURAL USE
<br />PANELS. SEE DRAWIN65 FOR THICKNESS, SPAN RATING, AND NAILING REQUIREMENTS. UNLE55 OTHERWISE NOTED, WALL
<br />5HEATHIN6 SHALL BE 1/2" (NOMINAL) WITH SPAN RATING OF 24/0. GLUE FLOOR 5HEATHIN6 TO ALL 5UPPORTIN6 MEMBERS WITH
<br />ADHESIVE CONFORMING TO ASTM 5PEGIF16ATION D34gb.
<br />54. ALL PRE55URE-TREATED (P.T.) WOOD MEMBERS SPECIFIED ON THE 9RAWIN65 THAT 06GUR ABOVE GROUND AND 6ONTINUOU5LY
<br />PROTECTED FROM MOISTURE (INTERIOR LOCATIONS) 5HALL BE PRE55URE-TREATED WITH DOT SODIUM BORATE (5BX) WITHOUT
<br />No5i02. AT L06ATION5 PERMANENTLY EXP05ED TO WEATHER OR IN CONTACT WITH THE GROUND, WOOD MEMBERS SHALL BE
<br />PRE55URE-TREATEED WITH COPPER AZOLE CA-B (HEM -FIR ONLY), OR ALKALINE COPPER QUAT (ACQ-C FOR DOU6LA5-FIR, OR A60-D
<br />FOR HEM -FIR) PRE5ERVATIVE5 UNLE55 OTHERWISE NOTED, AMMONIACAL COPPER ZING ARSENATE ( WA) PRESERVATIVE, OR OTHER
<br />PRESERVATIVES WITH AMMONIA CARRIERS, SHALL NOT BE U5E9.
<br />SEE GENERAL STRUCTURAL NOTES 35 AND 36 FOR MATERIAL REQUIREMENTS OF CONNE6TOR5 AND FA5TENER5 IN
<br />CONTACT WITH PRE55URE-TREATED MEMBERS.
<br />INSTALL 2 LAYERS OF A5PHALT-IMPRE6NATED BUILDING PAPER BETWEEN UNTREATED LEDGERS; BLOCKING, ETC., AND CONCRETE OR
<br />MASONRY.
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<br />ISSUE DATE: Issue Date
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<br />PROJECT : 132046-03
<br />DRAWN BY: JAT
<br />CHECKED BY: Cmp
<br />GENERAL
<br />STRUCTURAL NOTES
<br />1052 S 1 m 02
<br />20 PERMIT //1
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