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12-303-032EN : G ERAL STRUCTURAL NOTES a Applies unless noted otherwise on drawings BUILDING CODE. • JOISTS: ABBREMATIONS � zoos EDITION N OF THE FLORIDA BUILDING CODE, WITH CITY. OF SOUTH, MIAMI AMENDMENTS. SSM A JOIST SIZE AND SPACING SHALL BE AS NOTED ON PLANS OR DETAILS. ALL JOISTS SHALL NOTE: ABBREVIATIONS MAY OR MAY NOT HAVE LO.D. — — INTERPRETATION OF DRAWINGS BE SECURELY SEATED FOR FULL END BEARING AT SUPPORTING MEMBER. PROVIDE BLOCKING AT PERIODS, BUT SHALL BE READ AS SAME. JST — — — — JOIST SUPPORTS OF ALL JOISTS. DOUBLE UP FLOOR JOISTS AND BLOCKING UNDER LOAD BEARING K(KIP) Joao POUNDS LOADS. PARTITIONS UNLESS NOTED OTHERWISE. — KLF — — — — E. — KIPS PER LINEAR FOOT W A.B. - -- --- ANCHOR BOLT , A.B.C. - - - - -- AGGREGATE BASE COURSE LBS ( #) _ - - - POUNDS - - - LGR - - - - -LEDGER • - ACI AMERICAN CONCRETE INSTITUTE LATERAL. SHOP DRAWINGS:.' A/C - - - - -AIR CONDITIONER LGS -' - - -.-' LIGHT GAGE STEEL WIND: A.F.F. - - - - -ABOVE FINISHED FLOOR LGSEA - - - -- LIGHT GAGE STEEL ENGINEERS 3 SECOND WIND GUST = 146 MPH. SHOP DRAWINGS S AISC— — — — - AMERICAN INSTITUTE OF STEEL ASSOCIATION _ HALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TO ITEMS EL WIND IMPORTANCE FACTOR = 1.0. CONSTRUCTION L.O.D.— — — — — LOCATION OF DETAILS EXPOSURE C. REQUIRED BY ARCHITECTURAL SPECIFICATIONS: CONTRACTOR SHALL PROVIDE A MINIMUM OF 2 _..- ..._. - - - LL - - - - - - LIVE LOAD AISC AMERICAN IRAN AND STEEL LLH — ---- HARD COPY SUBMITTAL SETS OF EACH ITEM TO CTS FOR REVIEW, UNLESS NOTED OTHERWISE IN LONG LEG HORIZONTAL fNSTITUTE LLV — — — — — LONG LEG VERTICAL ARCHITECTURAL SPECIFICATIONS. ELECTRONIC SUBMITTALS ARE NOT ACCEPTABLE. AITC- — — AMERICAN INSTITUTE of TIMBER 4® SEISMIC: MAS —. _ — — CONSTRUCTION MASONRY , SEISMIC IMPORTANCE FACTOR 1.0. THE CONTRACTOR SHALL REVIEW ALL SHOP D — — - — — MAS C,J, MASONRY CONTROL JOINT ALT. .ALTERNATE. ., SHORT PERIOD SPECTRAL ACCELERATION Ss — 0.050. H DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN — - — _ ANSI— — — — — AMERICAN NATIONAL S MAX MAXIMUM ACCORDANCE WITH CONTRACT DOCUMENTS .SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW. STANDARDS MBMA- — — - METAL BUILDING MANUFACTURERS � ONE SECOND SPECTRAL ACCELERATION S1 — 0.019. - INSTITUTE - 00 _ APA — — — — ASSOCIATION SOIL SITE CLASS D. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND AMERICAN PLYWOOD ASSOCIATION Sds = 0,053. N. FIELD CONDITIONS. ----ARCHITECTURAL - MECH L- - - - ARCH 'L ARCHITECTURAL MECHANICAL - - - MFR'D - - MANUFACTURERED Sd1 0.031. : MANUFACTURER ASTM AMERICAN SOCIETY FOR TESTING , SEISMIC DESIGN FACTURER OR FABRICATOR SHALL CLOUD ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS MFR( S) - - - - MANUFACTURER ('S) FROM CONTRACT DOCUMENTS, - - - - SIGN CATEGORY A. AND MATERIALS ( ) �W NTS. ANY OF THE AFOREMENTIONED. WHICH ARE NOT CLOUDED OR : AWS- - - -- -- MIN MINIMUM �Eu AMERICAN WELDING SOCIETY a� FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S A. W.T.S. - - N/A - - - - - NOT APPLICABLE f AUTOMATIC WELDED THREADED o REVIEW, UNLESS NOTED ACCORDINGLY. STUDS N.T.S.------NOT --• �.- -- NOT TO SCALE O.C. - - -. - - _ STRUCTURAL: STEEL... ON CENTER BM - - - - --BEAM as - - oF THE ENGINEER HAS THE RIGHT O B.F.F - - - BELOW FINISHED O.F.W. - OUTSIDE FACE OF WALL T APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT N HED FLOOR _ _ - - - A GENERAL: e — - — - OPP OPPOSITE DOCUMENTS AT ANYTIME BEFORE OR AFTER SHOP DRAWING REVIEW. LK BLOCK _ — ' B.O.B. — — — — — BOTTOM. OF BEAM OSHA OCCUPATIONAL SAFETY AND - - _ ALL CONSTRUCTION PER LATEST AISC STEEL CONSTRUCTION B.O.D. HEALTH ADMINISTRATION BOTTOM OF DECK — MANUAL. ALL TUBE STEEL SHALL THE SHOP DRAWINGS DO — NOT REPLACE THE CONTRACT DOCUMENTS.. ITEMS. OMITTED OR SHOWN - — — — _ PCI PRECAST/PRESTRESSED B.O.F. BOTTOM OF FOOTING CONCRETE. -. a= BE ASTM A500 (Fy = 46 KSI). ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE INE E SMALL BE INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER -----BEARING [Q AST A36 - WEER OR ARCHITECT. SHALL NOT BRG INSTITUTE �o M (Fy 36 KSI). THE TERMS PIPE AND ROUND HOLLOW STRUCTURAL SHAPE HSS , - _ - a* ( ), ARE BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. P.C. PRECAST CONCRETE USED SYNONYMOUSLY THROUGHOUT THESE DOCUMENTS ALONG WITH THE TERMS TUBE STEEL AND T IT IS THE CONTRACTORS RESPONSIBILITY C — — — -- — CAMBER — -- — ____ TO ENSURE ITEMS ARE CONSTRUCTED TO CONTRACT C. — — — -- — PCF POUNDS PER CUBIC FOOT Ylm T OCUMENTS. C. CENTERLINE TO CENTERLINE RECTANGULAR OR SQUARE HSS. - - - - - - - - - - PLF POUNDS PER LINEAR 00 CFS COLD FORMED STEEL FOOT . 0 - - - - -= -''� _ - f PLUS OR MINUS I, II I W THE ADEQUACY OF E C.G. T L: A N L � ENGINEERING DESIGNS AND LAYOUT PERFORMED .BY OTHERS RESTS WITH CENTER OF GRAVITY. _ ALL STRUCTURAL ROLLED STEEL TH THE — — z� MEMBERS WITH Fy GREATER THAN 36 KSI ARE TO BE IDENTIFIED C.I.P - — — — — PREFAB PREFABRICATED • CAST IN PLACE M tl 1 � .DESIGNING OR SUBMITTING AUTHORITY. � T A N WITH AN ASTM SPECIFICATION MAR — PSF— — — POUNDS S PER SQUARE FOOT �y K OR .TAG PER IBC SEC. 2203.1:. CENTERLINE _ - ---.- PSI -----POUNDS � , �G C.L.B. CENTERLINE OF BEAM PER SQUARE INCH A K !�. H I' T F i� T REVIEWING IS INTENDED ONLY AS AN AID TO THE CO = - — — — POST— TENSIONED IN OBTAINING CORRECT SHOP PT POST TENSIONED 1� UNLESS NOTED OTHERWISE ALL BOLTS .L.C. — —:.._ — _ ss -322ss � CENTERLINE OF COLUMN 2-o3b1 TS SHALL BE ASTM A307. ALL BOLTS SHALL BE INSTALLED DRAWINGS. RESPO --. — — NSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. — - — PTI POST- TENSIONING INSTITUTE WITH STEEL WASHERS AT SHORT SLOTTED HOLES USING SNUG TIGHT INSTAL C.L.F. CENTERLINE OF FOOTING TE CATION, UNLESS NOTED - - - -- nW _ _.. - _. - REINF _ REINFORCING 711'.. N. FIELDER 3s< OTHERWISE.. _ C.L.W. CENTERLINE OF WALL R RD. w -... -. �..... -.:.: SDI - - .- - CLR - STEEL DECK INSTITUTE CLEAR ARLINGTON, . - - �. - _- NGT N, TX 76012 - - --CONCRETE SLH 6 GENERAL NO SHORT LEG' HORIZONTAL , ANCHOR RODS. TES. CONC - SHORT CONC C.J. --- - -- CONCRETE CONTROL JOINT SLV SHORT LEG VERTICAL PH. (817) 635 5x96 S - -. SJI STEEL JOIST INSTITUTE FAX: - CONC S.J. CONCRETE SAWCUT JOINT AX (817) 635 5669 THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED 5 — TRUCTURE. EXCEPT �, ---CONCRETE SIM — — — SIMILAR ANCHOR RODS INCLUDE HOOKED, HEADED, AND THREADED AND NUTTED ANCHORS. THE TERMS C.M.U. WHERE NOTED, THEY DO NOT INDICATE. THE METHOD OF CONSTRUCTION. THE MASONRY UNIT — ANCHOR BOLT AND ANCHOR ROD AR CONTRACTOR _ — - __ - _ SQ. — — - SQUARE ! E USED SYNONYMOUSLY THROUGHOUT THESE DOCUMENTS. SHALL PROVIDE ALL MEASURES CONN CONNECTION NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. CO NT — — — — — SSMA — — — - STEEL STUD MANUFACTURERS '� ALL ANCHOR ROD MATERIAL SHALL BE PER ASTM F1554 GRADE 36. A307 ANCHOR RODS MAY. N CONTINUOUS p SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO — — - — — ASSOCIATION CR51 CONCRETE REINFORCING STEEL BE SUBSTITUTED FOR ASTM F1554 GRADE 36 AT CONTRACTORS .OPTION. ALL ANCHOR RODS CONSTRUCTION EQUIPMENT ETC. THE STRUCTURAL STD— — --� -- — ,o. ENGINEER OF RECORD SHALL NOT BE INSTITUTE STANDARD STL - - _ - SHALL BE INSTALLED WITH -STEEL WASHERS AT OVERSIZED ROUND HOLES USING SNUG TIGHT RESPONSIBLE FOR THE CONTRACTORS MEANS, METHODS TECHNIQUES, SEQUENCES D.F. D.F.L. STEEL � ., Q , FOR ( ) - - DOUGLAS FIR LARCH ,�� ° ° TL - - -- - - TOTAL .LOAD INSTALLATION, UNLESS NOTED OTHERWISE. PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT DL - - - -DEAD LOAD ° ° -� - -- T.O.B. - -- -TOP O Qo �cENS DIA DIAMETER _ F BEAM �. .THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). -, - _ - ,. WHERE THE ANCHORS ARE TO BE GALVANIZED, THE ANCHOR ROD AND THE NUTS SHALL BE D __ - _ - T.O.C.T. TOP OF CONCRETE TOPPING ° - N DOWN No. 393 = T.O.D. - - -TOP OF DECK - 22 - GALVANIZED WITH THE SAME PROCESS TO ENSURE THE THREADS MATCH. DWG S - - - -D -° _ O RAWING(S) - ° ° WHERE REFERENCE IS MADE TO. VARIOUS. TEST STANDARDS FOR MATERIALS SUCH STANDARDS E.C. - - - T.O.F. - - - -TOP OF FOOTING - E G END TO CENTERLINE � ° SHALL BE THE LATEST EDITION AND/OR A - - - - ° _ / ADDENDA. ANY ENGINEERING DESIGN PROVIDED BY E.E.-----END T.O.L. - � ° TO END TOP OF LEDGER .� ° sTAr� or- AT CONTRACTORS OPTION HEADED ANCHORS PER ABOVE MAY BE SUBSTITUTED FOR OTHERS AND SUBMITTED FOR REVIEW S -...- T.O.M.- - TOP OF MASONRY °< HALL BEAR THE SEAL OF A REGISTERED ENGINEER E.O.S. - — — - --EDGE OF SLAB —' CONVENTIONAL ANCHORS AND MACHINE BOLTS (REVERSE SUBSTITUTION NOT ALLOWABLE). RECOGNIZED BY THE BUILDING CODE JURISDICTION — — — T.O.P.— •--- -- — — — TI N OF THIS PROJECT. EQ -- -EQUAL TOP OF PLATE S , \��� T.O.P.C. - - - TOP OF PRECAST CONCRETE EQUIP - - - - - EQUIPMENT EXPANSION AND EPDXY ANCHORS: — — — — , NOTES ANq. DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES EXP. BOLT (E.B.) - EXPANSION BOLT T.0.5. TOP OF STEEL T.O. W.- - -- - TOP OF WALL v AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION S EXP. JT (E.J.) — — EXPANSION JOINT HALL CONFORM TO TPI — E.W.- - - - -EACH W —' —"' ""' -TRUSS PLATE INSTITUTE ALL EXPANSIVE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER SIMPSON 'STRONG --- SIMILAR WORK ON THE PROJECT AND/OR AS PROVIDED � AY / FOR IN THE CONTRACT DOCUMENTS. TYP — — —.. — -- I F.F. — - _ — TYPICAL BOLT' WEDGE ANCHOR (ICC ESR- 1771) OR APPROVED EQUIVALENT. ALL EXPANSIVE ANCHORAGE. WHERE DISCREPANCIES � FINISHED FLOOR CREPANCIES OCCUR BETWEEN PLANS, DETAILS,. STRUCTURAL NOTES AND F.O.M.-----FACE T &G — — — — — O FOR MASONRY INSTALLATION ONLY SHALL BE PER SIMPSON WEDGE —ALL ANCHOR (ICC ESR -1396) SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL OF MEMBER TONGUE AND GROOVE GOVERN. F.O.S. - - - - -FACE OF STEEL. UBC - - -- - UNIFORM BUILDING CODE OR APPROVED EQUIVALENT, ALL ADHESIVE (EPDXY) ANCHORAGE FOR CONCRETE SHALL BE PER U.N.O. - — — -•- F.O.W. -.- - - -FACE OF WALL UNLESS NOTED OTHERWISE . SIMPSON 'SET -XP' SYSTEM WITH DUAL SIDE BY SIDE CARTRIDGES (ICC ESR -2508) OR APPROVED CONTRACT - - - - T ACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL GA - - - -GAGE UNIT OF MEASUREMENT) VERT VERTICAL REINFORCING ( WCLA — — — WEST COAST EQUIVALENT. ALL ADHESIVE (EPDXY) ANCHORAGE FOR MASONRY SHALL.' BE PER SIMPSON 'SET' DRAWINGS PRIOR 70 START of CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE GALV — — — - - r A T LUMBER AssocfATtoN - - GALVANIZED WCLIB- -, - - WEST COAST LUMBER SYSTEM WITH DUAL SIDE BY SIDE CARTRIDGES (ICC ESR -1772) OR APPROVED .EQUIVALENT. ALL ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL CIVIL G.S.N. — — — GENERAL STRUCTURAL NOTES INSPECTION N BUREAU ANCHORS SHALL BE INSTALLED. WITH STEEL WASHERS AT SHORT SLOTTED HOLES, AND MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS � GLB (GLULAM) — — GLUED — LAMINATED BEAM WIN S AND W.W.F.— — — — — WELDED WIRE FABRIC TIGHTENED/TORQUED PER MANUFACTURERS RECOMMENDATIONS.. SUBCONTRACTORS PRIOR TO CONSTRUCTION. H.F. -----HEM FIR HORIZ - - - - -HORIZONTAL REINFORCING WWPA- - - -- - WESTERN WOOD PRODUCTS WELDING: H.s, — — — ASSOCIATION HEADED STUDS TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY. UNLESS NOTED IBC — - — =-- — INTERNATIONAL W/ `-' — —''— — �� NAL BUILDING CODE — r, .. OTHERWISE. W C — WATER TO CEMENT .,- ICBO — — -- — INTERNATIONAL CONFERENCE OF / RATIO UNLESS NOTED OTHERWISE, ALL WELDS PER .LATEST EDITION OF THE AWS STANDARDS. ALL — — — —, � _ WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT CONSTRUCTION MATERIALS -SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD ICC — — — — — INTERNATIONAL CODE COUNCIL EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. CERTIFICATES SHALL SHALL NOT EXCEED THE DESIGN — — — — — LIVE LOAD PER SQUARE FOOT. ICF INSULATED CONCRETE FORMS BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY.- ALL WELDING DONE BY E70 SERIES COW I F . .W.— — — — — INSIDE FACE OF WALL x, . HYDROGEN RODS UNLESS NOTED OTHERWISE. FOR GRADE .60 REINFORCING BARS, USE E90 ' OPTIONS ARE FOR CONTRACTORS CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL SERIES. THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION. SHOP WELDS AND FIELD. WORK WITH ALL RELATED S TRADE AND SUPPLIERS. WELDS SHALL BE SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW. - v COLD FORMED STRUCTURAL STEEL FRAMING: SPECIAL INSPECTION — STRUCTURAL ONLY: 4. c� a W p SPECIAL INSPECTIONS - SHALL BE PERFORMED. UNDER THE DIRECT SUPERVISION OF A STATE V). GENERAL: REGISTERED STRUCTURAL ENGINEER WHO IS FAMILIAR W a AR WITH THE STRUCTURAL DESIGN OF THIS _ O PROJECT. THE SUPERVISING STRUCTURAL ENGINEER SHALL SEAL THE SPECIAL INSPECTION -� vi p� . ALL GOLD FORMED STEEL COMPONENTS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE PER CERTIFICATE. � ❑ n SSMA. COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH Ql--" MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW „ WIN ADDITION TO THE U) Q "SPECIFICATIONS FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS" BY THE AISI INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION. "SPECIAL O P IAL STRUCTURAL INSPECTION p Z g � AND ICC ER -4943P OR APPROVED EQUIVALENT. STEEL FOR COLD FORMED MEMBERS SHALL SHALL NOT RELIEVE THE OWNER OR THEIR AGENT N FROM REQUESTING THE BUILDING JURISDICTION HAVE A MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MIL THICKNESS AND LESS, AND MINIMUM INSPECTIONS REQUIRED BY SECTION 109 OF THE TNT � CO H , INTERNATIONAL BUILDING CODE. SPECIAL CF YIELD STRENGTH OF 50 KSI FOR 54 MIL THICKNESS AND GREATER. STEEL FOR BRIDGING SHALL INSPECTION IS REQUIRED PER CHAPTER Y ,.. W � OF ER J 7 FOR THE FOLLOWING: O F IVI ti HAVE A .MINIMUM YIELD STRENGTH OF 33 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS p FIVG �j _ RIFE i-- Lo (n C�P7- EXPOSED TO WEATHER AND WHEREVER NOTED. STEEL LCONSTRUCTION, sTRU _ G7 rJ , . FiAL SEC rrc�N WHERE WELDING IS SHOWN ON DRAWINGS IT SHALL BE PERFORMED BY WELDERS EXPERIENCED IN 1. WELDING: �.fr. LIGHT GAGE STRUCTURAL STEEL FRAMING WORK. DO NOT NOTCH FLANGES OF MEMBERS WITHOUT A. PERIODIC VISUAL INSPECTION OF ALL FIELD WELDS. .� aVep �y. W EXPRESSED APPROVAL OF THE ENGINEER OF RECORD. B. CONTINUOUS INSPECTION OF ALL MULTIPASS FILLET WELDS OR SINGLE PASS „� - A FILLET WELDS LARGER. THAN 5/16 ". SCREWED COLD FORMED TO COLD FORMED CONNECTIONS (LE.: 97 MIL TO 97 MIL MAX) SHALL BE C. VERIFICATION. OF VALID WELDERS CERTIFICATES. .L - `"^" k J HILTI "KWIK —PRO" SELF — DRILLING TAPPING SCREWS PER ICC ESR -2196, OR ICC APPROVED _ _. .: D. ALL STRUCTURAL STEEL FABRICATORS SHALL EMPLOY AN AWS CERTIFIED INDEPENDENT EQUIVALENT. SCREW SIZE SHALL 8E' #10 X 3/4 MINIMUM AND MUST PROTRUDE THROUGH AND TEST V ING LAB TO PROVIDE SHOP WELD INSPECTIONS PER CODE. INSPECTION REPORTS SHALL BE , BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS SHALL SUBMITTED TO ENGINEER OF RECORD PRIOR TO STEEL INSTALLATION. W BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. SPECIAL CASES: O MIL THICKNESS, / GAGE NUMBER REFERENCE. 1 EXPANSION, EPDXY, ADHESIVE, AND SCREW ANCHORS: DURING THE PLACEMENT OF ALL 27 MIL - - - - -- 22 GA . 54 MIL - - - ---- 16 GA ANCHORS SHOWN ON STRUCTURAL DRAWINGS. ADDITIONAL INSPECTIONS REQUIRED FOR REPAIR 33 MIL. - - - - -- 20 GA 68 MIL - - -- 14 GA DETAILS ETAILS SHALL BE PERFORMED AT THE CONTRACTORS EXPENSE. I BEER 43 MIL -- --- --- 18 GA 97 MIL 12 GA _ A. INSPECTION OF HOLE DIAMETER, HOLE DEPTH AND DRILL BIT CONFORMANCE. 12.09.11 FINAL. ISSUE B. INSPECTION OF HOLE CLEANING WITH WIRE BRUSH AND :COMPRESSED AIR. - WALLS: - _ C. INSPECTION OF ANCHOR INSTALLATION USING SPECIFIED PRODUCT AND MANUFACTURER'S - ' RECOMMENDED INSTALLATION PROCEDURES. STRUCTURAL STEEL STUD WALLS SHOWN ON PLAN SHALL BE INSTALLED PER STUD SPACING AS NOTED BELOW, AND BOTTOM TRACKS SHALL BE INSTALLED WITH 1/2" DIA ANCHOR BOLTS AT 2'— DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR. 8 O.C. TYPICAL U.N.O. ATTACHMENT OF, STUDS TO TRACKS PER TYPICAL DETAILS U.N.O. ALL STUDS SHALL BE SECURELY SEATED.FOR FULL END BEARING O O N TOP AND BOTTOM TRACK. A. THE . SPECIAL .INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT .CONFORMS UNLESS NOTED OTHERWISE, .INSTALL DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS AND TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION, ISOLATED BEARING POINTS OF FRAMING MEMBERS ABOVE. BRIDGING SHALL BE INSTALLED PER B. THE SPECIAL INSPECTOR IS NOT AUTHORIZED , TO APPROVE DEVIATIONS FROM THE DESIGN MANUFACTURER'S RECOMMENDATION WITH THE FOLLOWING MINIMUM REQUIREMENTS: DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PROCEEDING IN WITH THE WORK, ALL REQUESTS FOR DEVIATIONS FOR AXIAL LOAD BEARING WALLS, INSTALL BRIDGING PER TYPICAL DETAILS. FOR WALLS WITH NO SHALL BE INITIATED BY THE CONTRACTOR VIA WRITTEN REQUEST FOR INFORMATION RFI . AXIAL LOAD, INSTALL BRIDGING AT MID — HEIGHT FOR WALLS LESS THAN OR EQUAL TO 10' -0' ( ) ,— HIGH, C. THE. SPECIAL INSPECTOR SHALL ,FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND 5 0 O.C. MAXIMUM FOR WALLS GREATER THAN 10'-0" HIGH. IN ADDITION, BRIDGING SHALL AND To E ' THE ENGINEER. OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO BE INSTALLED AT ROOF LINES AND ELSEWHERE AS NOTED ON THE DRAWINGS. SOLID BLOCKING THE IMMEDIATE ATTENTION O HE F T CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO , SHALL BE INSTALLED IN LIEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. FOR NON- BEARING THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. PARTITIONS AND SOFFITS, SEE ARCHITECTURAL DRAWINGS. D. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR .ACCESS TO .ALL ITEMS REQUIRING SPECIAL INSPECTION. ACCESS SHALL B IN— PLACE PROVIDED BY IN PLACE LADDERS, SCAFFOLDS, .LIFTS SSMA STRUCTURAL STEEL STUDS AND TRACKS SHALL BE AS FOLLOWS TYPICAL U.N.O.: AND /OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS. REQUIRED FOR SAFE OBSERVATION. INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE' CONTRACTOR'S STUD SIZE —MILS SPACING TRACK SIZE —MILS EQUIPMENT. R E. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER O GE 3"5/8" -- 362S162 -43 16. O.0 362T125 --54 R. ARCHITECT SHALL COMPLETE GENERAL „ AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE, THE LOCATION OF DETAILS STRUCTURAL 4 — 400S162 -43 16 O.C. 400T125 -54, WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND. THE 6„ — 600S162 -43 16" O.C. . 600T125 =54 APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. DETAILS SHEET aescRlPnoN NOTES SSMA NON— STRUCTURAL /NON— BEARING INTERIOR STEEL STUDS AND TRACKS SHALL BE AS --- S1.1 GENERAL STRUCTURAL NOTES FOLLOWS — TYPICAL U.N.O.: (DESIGN BASIS = 5 PSF INTERIOR LOAD, DEFLECTION LIMIT = L/240). 01 -19 S3.1 DETAILS FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL MAX .WALL HEIGHT STUD SIZE —MILS STUD .SPACING TRACK SIZE —MILS STRUCTURAL NOTES ON SHEET 51.1 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR 0' —O" TO 12. -g„ 3 5/8" 362S125 -27 24" O.0 O.0 362T125 -27 CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF 12' -9" TO 14' -6" 3 5/8" 362S125 -27 16,.. O.C. - 362T125 -27 , RECORD'S SEAL IS AFFIXED .f M WRITTEN SIGNATURE, 14' -7" TO 19, ^6„ 6„ 6005125 -27' 24" O.C. 60OT125— — 27 PROJECT NUMBER 12 153 PROJECT .MANAGER RAID 1g, --7" TO 22' -4" 6" .6005125 -27 16" O.C. 60OT125 -27 PROJECT ENGINEER KAR PROJECT DRAFTER DKS 22' -5,, AND GREATER — NOTIFY STRUCTURAL ENGINEER 10670 FOR ADDITIONAL INFORMATION, SEE ARCHITECTURAL DRAWINGS. C SO •'T U TT• IN ARU RLEY SCO C consulting structural. engineers 1215 West Rio Salado 'Parkway, Suite 200 Tempe, Arizona 85281 (480)774-1700(774-1701 FAX) 010 1 www.Ctsax.com