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HomeMy WebLinkAboutPLANS - 23-00077 - BYUI Benson Headhouse - RoofROOF REPLACEMENT FOR: !WoN ra C14 Q U)0 W cn BYUmIDAHO m BENSON BUILDING- -i OWNER PROJECT NO.: 12254 o � m BYU I DAH 0 m REXBURG, IDAHO W m . UJ J `J(D C O L S - O 00 BYU-IDAHO CAMPUS - NTS SYMBOLS LEGEND N UJ x� o� DETAIL DETAIL NUMBER n� o 0 DETAIL TITLE TAG a SCALE: ?" = 1' 0" PAGE NUMBER o, � ti ¢ m FIRST SOUTH " a SECTION DETAIL NUMBER SECTION TITLE TAG Lu SCALE: ?" = 1'-0" ~ PAGE NUMBER o 0 U o � o TITLE MAIN TITLE TAG Lj J J u u uJ 4 L SECOND SOUTH 0 ELEV. 100'-0" ELEVATION Mc%mE FINISHED FLOOR HEIGHT TAG D� Q� ] o o Q [ BREAK LINE DESIGN CRITERIA SECTION NUMBER SEISMIC SITE CLASS: C ° BUILDING SECTION TAG SEISMIC RISK CAT: III J z PAGE NUMBER 0 Q 0 „ DoDo4 L-1 Li U GROUND SNOW LOAD: 50 lbs per sq. ft. 0 ROOF SNOW LOAD: 38.5 lbs. per sq. ft. D SECTION NUMBER M O O WALL SECTION TAG WIND LOAD: 90MPH W O o L BASIC WIND SPEED (3 SECOND PEAK GUST): 115 MPH PER ASCE 7-10 O PAGE NUMBER WIND EXPOSURE; C 0 z 0 RISK CATEGORY II IL o 0 0 o COMPONENTS & CLADDING PRESSURE 15lbs. per sq. ft. �— O 0 z o ec:DETAIL NUMBER z = J DETAIL TAG � 0 Q < PAGE NUMBER W Do Cao' )10 0 Z ¢pCD CD <_(D z LU @° D DRAWING NOTE � a 0 m o Qf W z �L. 1 Q QREVISION TAG PARKING LOT 0 W 0 O PROJECT -Of - LOCATION WEST CAMPUS DRIVE I Z o w C- cn � � D O N NORTH ARROW LLI QLd ~ w ~ i L o z o — .o as fn co o AUSTIN BUILDING a I SAGA STREET BENSON BUILDING C � M � I W IX AREA OF NEW WORK z ui W ❑Lu Lu LL SAGE STREET GREENHOUSE _ a � l ' p.Q REVISIONS RICKS BUILDING O D O o o SEVENTH SOUTH an ARCHITECT PROJECT NO.: AUX SERVICES 22007 DATE: NOVEMBER 2022 DRAWN BY: �? BTH CHECKED BY: JIM 0 DRAWING NO.: KEYPLAN N SCALE: N.T.S. ■ DRAWING INDEX ARCHITECTURAL A0.1 TITLE, INDEX AND GENERAL INFORMATION A1.1 ROOF DEMOLITION PLAN A2.1 ROOF PLAN AND DETAILS STRUCTURAL S1.0 GENERAL STRUCTURAL NOTES S2.0 ROOF FRAMING PLAN AND DETAILS jC)4 OF - UJ 0 �F V) REMOVE AND DISPOSE OF C/7 N WALL FLASHING AND SEALANT PROTECT EXISTING cd ti GREENHOUSE ROOF o REMOVE AND DISPOSE REMOVE AND STORE STEEL PANELS. TYPICAL GREENHOUSE PANELS AND TUBES FOR REINSTALL TYP. m I FRAMESREMOVE AND DISPOSE o GREENHOUSE PANELS AND _ FRAMES cn o _-- PROTECT EXISTING GUTTERLm U - - _ z Ea m m REMOVE EXISTING HEAT CL m TAPE AND SAVE FORo 1 = N RE -USE. co W a- .7 Ci 1 EXISTING BAR JOIST TO r i i REMAIN. TYPICAL REMOVE AND DISPOSE OF REEN i i HOUSE ROOF PANELS AND FRAMES x ^ = a DETAIL 1 °� SCALE: 1" = 1'-0" A1.1 i i i i i i i REMOVE AND DISPOSE OF NALL i i i i i i i FLASHING AND SEALANT i i i i i i i REMOVE AND STORE ST EL TUBES FOR REINSTALL SEE ST UCTURAL PROTECT EXISTING S.P.M. DURING CONSTRUCTION i i 1 O z Q LZ 0 Q Z EXISTING S.P.M. i i i i i i i2E = 0 C) i i i i i EXISTING GREENHOUSE L� m>< 0 i i i i i i i ROOF PANEL Q� LJJ LL LL i i i i i i i 0 i i i i i i i ofo EXISTING HVAC VENT i i i i i i i EXISTING HVAC VENT EXISTING ROOF ACCESS HATCH i i i i i 6i REMOVE EXITING HEAT TAF E AND SAVE FOR RE -USE LLu w d cn i i i i i i i REVISIONS REMOVE AND DISPOSE OF VALL i FLASHING AND SEALANT ARCHITECT PROJECT NO.: DATE: DRAWN BY: BTH EXISTING DOWNSPOUT CHECKED BY: JIM DRAWING NO.: ROOF DEMOLITION PLAN N SCALE: 1/8" = 1'-0" ■ 0�—M WU M O U)W � a Z- N a 0 Ld °d "' � U LN TERMINATION BAR AND J Q a a SEALANT N PVC ROOF MEMBRANE 0 C/7 - 2 LAYERS 1.35" POLYISO c�_ INSULATION cz o= CZ 9116 SHALLOW DECK o ti � m — o E � o 0= m v m Wcno � x u Aw Z o - U V J J y C REINSTALL STEEL TUBE TYP. 6" CHANNEL ATTACHED TO \\ _ EXISTING ROOF JOIST SEE STRUCTURAL o E SIM J x �' SARNACLAD METAL VALLEY o C-., GUTTER. LA -1 TREATED 2 X 12 EXISTING VALLEY GUTTER. r Ea r- #15 FELT TO SEPARATE DISSIMILAR METAL. CRI P � � m DETAIL 1 DETAIL r2 SCALE: 1" = l'-0" A2.1 SCALE: 1" = l'-0" A2.1 o= o o, 4 A2.1 UNINSTALL GREENHOUSE ROOF z TRIM - INSTALL SARNACLAD VALLEY METAL - REINSTALL TRIM USING Q NEW FASTENERS WITH NEOPRENE WASHER. J INSTALL PVC ROOF MEMBRANE OVER REMOVE EXISTING FLASHING. 2" POLYISO ROOF INSULATION OVER 1 9/16" SHALLOW DECK O J �� A2.1 SARNACLAD METAL FLASHINGJ� LL O 0 ® z = EXISTING S.P.M. LJ.J INSTALL NEW FASTENERS WITH EXISTING VALLEY GUTTERLLJ C/)0 Q 0 NEOPRENE WASHER. NEW . 2E = 0 0 FASTENERS TO BE ONE SIZE U z QQ - ZQ LARGER THAN EXISTING. SARNACLAD METAL VALLEY GUTTER. Z PROTECT EXISTING #15 FELT TO SEPARATE GREENHOUSE WALL DISSIMILAR METAL. L� m m J PANELS. TYPICAL >< RE -INSTALL EXISTING HEA TAPE 1 Of 0 O EXISTING HVAC VENT DETAIL 3 _ 0 0 Of SCALE: 1 112" = 1'-0" A2.1 EXISTING HVAC VENT 2 Q A2.1 1 EXISTING ROOF ACCESS HATCH ZD PROTECT EXISTING S.P.M. DURING CONSTRUCTION. SKYLIGHTS. CENTER BETWEEN EXISTING BAR JOISTS. TYPICAL C w t- - w SKYLIGHT w d cf) REVISIONS INSULATED CURB BY SKYLIGHT MANUFACTURER S.P.M. FLASHING 1 SIM 37xx 7777 ARCHITECT PROJECT NO.: A2.1 A2.1 DATE: ATTACH SKYLIGHT WITH #12 SELF TAPPING SCREW AT 18" O.C. DRAWN BY: BTH 4'- " X 6'-11" NET EN G CHECKED BY: SUPPORT FOR SKYLIGHT. JIM SEE STRUCTURAL DRAWINGS. ROOF PLAN DRAWING NO.: SCALE: 1/8" = 1'-0" N 6" CHANNEL ATTACHED TO EACH BAR JOIST DETAIL EXISTING BAR JOISTS 4 _ SCALE: 1" = 1'-0" A2.1 ■ GENERAL STRUCTURAL NOTES (APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS) GENERAL REQUIREMENTS: 1. THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNED PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OF LIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3). 2. THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVE BEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS. 4. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUT SHALL APPLY NONE -THE -LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY. 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT AND STRUCTURAL ENGINEER. 6. ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIRED BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANS SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING DEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR. 7. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW. VERIFY ALL DIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEER REGISTERED IN THE APPROPRIATE STATE. THE SHOP DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER ARE NOT TO BE CONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW (5) WORKING DAYS FOR THE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH SUBMITTAL WILL BE RETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS. BASIS FOR DESIGN: 1. BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS. RISK CATEGORY = III 2. VERTICAL LOADS: 3. DEFLECTION LIMITS: ELEMENTS LIVE /SNOW TOTAL LOAD LOCATION L/360 DEAD LOAD HORIZONTAL LOAD PLACEMENT (TABLE 1.1) ROOF GROUND = 50 PSF g PSF - ABOVE FINISHED FLOOR ROOF = 38.5 PSF ACCESSORIES) WITH CONSTRUCTION DOCUMENTS, 3. DEFLECTION LIMITS: ELEMENTS LIVE LOAD TOTAL LOAD BEAMS L/360 L/240 C TYP / 3116 STEEL: 1. MATERIALS: ROLLED W SHAPES, SHALL CONFORM TO ASTM A992 (FY=50 KSI). ALL OTHER STRUCTURAL STEEL SHAPES, ROLLED SECTIONS, BARS AND PLATES SHALL CONFORM TO ASTM A36 (FY = 36 KSI). ALL PIPE STEEL SHALL BE ASTM A501 (FY = 36 KSI) OR ASTM A53, TYPE E OR S, GRADE B (FY = 35 KSI). ALL TUBULAR STEEL SHALL BE ASTM A500 (FY = 46 KSI). 2. ALL BOLTS AND STUDS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE. ALL EXPANSION BOLTS TO HAVE CURRENT ICC REPORT RATING FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. HEADED STUDS SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST EDITION OF THE "RECOMMENDED PRACTICES FOR STUD WELDING" AND THE "STRUCTURAL WELDING CODE" PUBLISHED BY AWS. ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE INSTALLED WITH STEEL WASHERS AT FACE OF WOOD OR AT SLOTTED HOLES IN STEEL SECTIONS. 3. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION. 4. WELDING SHALL BE BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. ALL WELDING SHALL USE E70 SERIES LOW HYDROGEN RODS UNLESS NOTED OTHERWISE. ALL WELDING PER LATEST AMERICAN WELDING SOCIETY STANDARDS. ALL WELDS ON DRAWINGS ARE SHOWN AS SHOP WELDS. CONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS DISCRETION. ALL FULL PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY. 5. STEEL TO STEEL BOLTED CONNECTIONS: HIGH STRENGTH BOLTS SHALL BE ASTM A325N AND SHALL BE INSTALLED AS BEARING -TYPE CONNECTIONS WITH THREADS INCLUDED IN SHEAR PLANE (TYPE "N" CONNECTION UNLESS NOTED OTHERWISE). BOLTS MAY BE TIGHTENED USING ANY AISC APPROVED METHOD. KEYNOTES: 1. ROOF FRAMING MEMBER 2 L4x4x%4 STEEL ANGLE COPED AT EACH END 3. FACE OF FRAMING MEMBER 4. RE -USE EXISTING 2x2 TUBES AT 32" O.C. 5. %"O A307 BOLTS AT ANGLE TO CHANNEL ATTACHMENT 6 HSS4x2x% STEEL TUBE BLOCKING WI #12 SELF TAPPING SCREWS AT EACH END AND AT 12" O.C. REMAINDER, PROVIDE %4'0 ACCESS HOLE IN TOP OF TUBE FOR SCREW PLACEMENT 7. Y2"O A307 BOLT AT EACH TUBE TO ANGLE PLAN - TYPICAL OPENING IN ROOF FRAMING SPECIAL INSPECTION ITEMS: 1. THE OWNER OR THE OWNER'S AUTHORIZED AGENT, OTHER THAN THE CONTRACTOR, SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PROVIDE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION ON THE TYPES OF WORK SPECIFIED PER IBC SECTION 1705 AND IDENTIFY THE APPROVED AGENCIES TO THE BUILDING OFFICIAL. SPECIAL INSPECTIONS ARE REQUIRED AS FOLLOWS: VERIFICATION AND INSPECTION OF STEEL DECK (PER SDI QA/QC) VERIFICATION AND INSPECTION OBSERVE PERFORM 1. INSPECTION OR EXECUTION TASKS PRIOR TO DECK HORIZONTAL A/C - - PLACEMENT (TABLE 1.1) K(KIP) 1000 POUNDS A. VERIFY COMPLIANCE OF MATERIALS (DECK AND ALL DECK - ABOVE FINISHED FLOOR LL ACCESSORIES) WITH CONSTRUCTION DOCUMENTS, ALT ALTERNATE LBS (#) POUNDS X INCLUDING PROFILES, MATERIAL PROPERTIES, AND BASE LLH - - - - - LONG LEG HORIZONTAL METAL THICKNESS - AT (MEASUREMENT) LLV - - - B. DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND BM- - - BEAM MIN - MINIMUM X DECK ACCESSORIES MAX - - MAXIMUM 2. INSPECTION OR EXECUTION TASKS AFTER TO DECK - BOTTOM OF BEAM MFR('S) PLACEMENT (TABLE 1.2) B.O.D. BOTTOM OF DECK A. VERIFY COMPLIANCE OF DECK AND ALL DECK MASONRY CONTROL JOINT B.O.F. ACCESSORIES INSTALLATION WITH CONSTRUCTION MECH X DOCUMENTS BEARING N/A B. VERIFY DECK MATERIALS ARE REPRESENTED BY THE MILL C.C.CONCRETE COLUMN CERTIFICATIONS THAT COMPLY WITH THE CONSTRUCTION - NOT TO SCALE X DOCUMENTS O.C. - - - - - ON CENTER C. DOCUMENT ACCEPTANCE OR REJECTION OF O.F.W. OUTSIDE FACE OF WALL C.L.B. - - X INSTALLATION OF DECK AND DECK ACCESSORIES OPPOSITE C.L.C. - - 3. INSPECTION OR EXECUTION TASKS PRIOR TO MECHANICAL P.C. - - - - - PRECAST CONCRETE FASTENING (TABLE 1.6) CENTERLINE OF FOOTING PLF A. MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE, C.L.W. CENTERLINE OF WALL PREFAB X CLR FOR MECHANICAL FASTENERS PFT PREFAB FLOOR TRUSSES B. PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION X PRT C. PROPER STORAGE FOR MECHANICAL FASTENERS X CONCRETE CONTROL JOINT 4. INSPECTION OR EXECUTION TASKS DURING MECHANICAL - POUNDS PER SQUARE FOOT C.S.J. FASTENING (TABLE 1.7) PSI - - - - - POUNDS PER SQUARE INCH A. FASTENERS ARE POSITIONED AS REQUIRED X PT - B. FASTENERS ARE INSTALLED IN ACCORDANCE WITH CONN. CONNECTION REINF X CONT MANUFACTURER'S INSTRUCTIONS RME ROOF MOUNTED EQUIPMENT 5. INSPECTION OR EXECUTION TASKS AFTER MECHANICAL DEAD LOAD SLH - - - - FASTENING (TABLE 1.7) O OR DIA. - - DIAMETER A. CHECK SPACING, TYPE, AND INSTALLATION OF SUPPORT - - SHORT LEG VERTICAL DN. DOWN SIM X FASTENERS DRAWING(S) SQ B. CHECK SPACING, TYPE, AND INSTALLATION OF SIDELAP E.O.S. EDGE OF SLAB STD STANDARD X FASTENERS TL TOTAL LOAD C. CHECK SPACING, TYPE, AND INSTALLATION OF PERIMETER EQUIPMENT T.O.B. TOP OF BEAM EXP. BOLT - X FASTENERS TOP OF DECK EXP. JT (E.J.) D. VERIFY REPAIR ACTIVITIES T.O.F. X E. DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL EXISTING T.O.L.- - TOP OF LEDGER E.W. X FASTENERS TOP OF MASONRY F.F. 2. QUALITY ASSURANCE PROGRAM: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE STRUCTURAL ENGINEER OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. SHEETINDEX ABBREVIATIONS DESCRIPTION A.B.C. AGGREGATE BASE COURSE HORIZ HORIZONTAL A/C - - - AIR CONDITIONER K(KIP) 1000 POUNDS A.F.F. - - - ABOVE FINISHED FLOOR LL - LIVE LOAD ALT ALTERNATE LBS (#) POUNDS A.B. - - - ANCHOR BOLT LLH - - - - - LONG LEG HORIZONTAL @ - - - AT (MEASUREMENT) LLV - - - - - LONG LEG VERTICAL BM- - - BEAM MIN - MINIMUM B.F.F - - - BELOW FINISHED FLOOR MAX - - MAXIMUM B.O.B. -- - BOTTOM OF BEAM MFR('S) MANUFACTURER('S) B.O.D. BOTTOM OF DECK M.C.J. MASONRY CONTROL JOINT B.O.F. BOTTOM OF FOOTING MECH MECHANICAL BRG BEARING N/A - NOT APPLICABLE C.C.CONCRETE COLUMN N.T.S.- - NOT TO SCALE C.I.P. - - - CAST IN PLACE O.C. - - - - - ON CENTER C LCENTERLINE O.F.W. OUTSIDE FACE OF WALL C.L.B. - - - CENTERLINE OF BEAM OPP OPPOSITE C.L.C. - - - CENTERLINE OF COLUMN P.C. - - - - - PRECAST CONCRETE C.L.F. CENTERLINE OF FOOTING PLF POUNDS PER LINEAR FOOT C.L.W. CENTERLINE OF WALL PREFAB PREFABRICATED CLR CLEAR PFT PREFAB FLOOR TRUSSES CONIC CONCRETE PRT PREFAB ROOF TRUSSES C.C.J. CONCRETE CONTROL JOINT PSF - POUNDS PER SQUARE FOOT C.S.J. CONCRETE SAWCUT JOINT PSI - - - - - POUNDS PER SQUARE INCH C.M.U. - - - CONCRETE MASONRY UNIT PT - - PRESSURE TREATED CONN. CONNECTION REINF REINFORCING CONT CONTINUOUS RME ROOF MOUNTED EQUIPMENT DL DEAD LOAD SLH - - - - - SHORT LEG HORIZONTAL O OR DIA. - - DIAMETER SLV - - - - - SHORT LEG VERTICAL DN. DOWN SIM SIMILAR DWG(S) DRAWING(S) SQ SQUARE E.O.S. EDGE OF SLAB STD STANDARD EQ - - - EQUAL TL TOTAL LOAD EQUIP EQUIPMENT T.O.B. TOP OF BEAM EXP. BOLT - - EXPANSION BOLT T.O.D. TOP OF DECK EXP. JT (E.J.) EXPANSION JOINT T.O.F. TOP OF FOOTING (E) EXISTING T.O.L.- - TOP OF LEDGER E.W. EACH WAY T.O.M. TOP OF MASONRY F.F. FINISHED FLOOR T.O.P. TOP OF PLATE F.O.M. FACE OF MEMBER T.O.S. TOP OF STEEL F.O.S. - - - FACE OF STEEL T.O.W.- - - - - TOP OF WALL F.O.W. FACE OF WALL TYP - - TYPICAL GA - GAUGE U.N.O. UNLESS NOTED OTHERWISE GALV GALVANIZED VERT- VERTICAL GSN GENERAL STRUCTURAL NOTES W.W.F. WELDED WIRE FABRIC GLIB GLUED -LAMINATED BEAM W/WITH I.F.W. - - - INSIDE FACE OF WALL W/O - - - - - WITHOUT SHEETINDEX SHEET DESCRIPTION DETAILS S1.0 GENERAL STRUCTURAL NOTES T -SERIES S2.0 ROOF FRAMING PLAN AND DETAILS 200 -SERIES This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. I JOB NO.: IF22-175 I PROJECT MANAGER: BFB I CAD OPERATOR: SPA ■ • Structural Engineering 1020 E. Lincoln Road phone: 208.227.8404 Idaho Falls, ID 83401 fax: 208.227.8405 contact frost-structural.com v7 Cd a C= LL 00 Z U) LIJ �z U J W LL 0 O = REVISIONS W Z C -i E= � o w J H H w w U) LUO z J U) J < LJJZ 0 ARCHITECT PROJECT NO.: 22007 DATE: NOVEMBER 2022 DRAWN BY: SPA CHECKED BY: BFB DRAWING NO.: S100 Sao J co Q U- o 0 441 m CP (P .yp�d pQ' v7 Cd a C= LL 00 Z U) LIJ �z U J W LL 0 O = REVISIONS W Z C -i E= � o w J H H w w U) LUO z J U) J < LJJZ 0 ARCHITECT PROJECT NO.: 22007 DATE: NOVEMBER 2022 DRAWN BY: SPA CHECKED BY: BFB DRAWING NO.: S100 KEYNOTES: 1. NEW STEEL CHANNEL, SEE PLAN 2. RE -USE EXISTING 2x2 TUBES AT 32" O.C., J. FASTEN W/%"0 A307 BOLT AT EACH CHANNEL 0PLAN KEYNOTES 1 2 3. EXISTING STEEL b0 �p 6O 4. EXISTING STRUCTURE �� b OS, 5. SHALLOW STEEL DECK, SEE PLAN <Cr 7 6 5 - 6. RIGID INSULATION, SEE ARCH Q Z U N 1. ROOF OPENING PER TYPICAL DETAIL T1 $: ROOF MEMBRANE AND FLASHING, SEE ARCH Z v m _ Y2"PJ A307 BOLTS W/ %s' BY 2" SQ. PLATE j Q / WASHERS AT EACH EXISTING STEEL JOIST / PANEL POINT (FIELD VERIFY LOCATIONS) J 9 ' / 4„ M TYP Q 9. L2x2 a STEEL ANGLE BETWEEN EACH �yQ -7 CHANNEL �CY p _\�___. - \� �� \\\ 10. %"xZW"SHEAR TAB W/(1)y"OA307BOLT EACH \` �J _ -- END OF ANGLES, TYP 11. UNISTRUT P1000 ROD STIFFENER W/ (3) P2486 \� 8 \ \ // ROD STIFFENER BOLTS coo E==__ P2486 131000 v OBOLT ROD STIFFENER ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I a I I 11 � � el I 0 I I W o EXISTING WEB, o 1 I I I I � ❑ ❑ ❑ I I t -..t J z � 20'-0" O (FIELD VERIFY) m OD 203 ❑ ❑ ❑ 201 NEW ROOF FRAMING AT EXISTING ROOF FRAMING o NO SCALE W a KEYNOTES: _ } 1. NEW STEEL CHANNEL, SEE PLAN `- 2. RE -USE EXISTING 2x2 TUBES AT 32" O.C., �" m FASTEN W/Y2"O A307 BOLT AT EACH CHANNEL Lf 3. EXISTING STEEL JOIST a I i 4. EXISTING STRUCTURE ❑ ElI I 5. SHALLOW STEEL DECK, SEE PLAN 26 GAGE 9/s' SHALLOW STEEL DEC W/ HILITI S-RT5+ SCREWS. I 6. RIGID INSULATION, SEE ARCH ATTACHMENT PATTERN: 3%, 12" O.C. PARALLEL SUPPORTS. 5 9 7. ROOF MEMBRANE AND FLASHING, SEE ARCH z #10 SIDELAP SCREWS AT 12" O.C. �- 8. Y"OA307 BOLTS W/ Y16" BY 2" SQ. PLATE + -� 6 2 O� WASHERS AT EACH EXISTING STEEL JOIST 1 II I PANEL POINTo 7 � 9• CONT%"THICK BENT STEEL PLATE W/%"0 x 5" _____ _______ LONG TITEN HD ANCHORS AT 32" O.C. ________ _____ ---- I 10. UNISTRUT P1000 ROD STIFFENER W/ (3) P2486 ROD STIFFENER BOLTS I II AX, TYP --- --- --- --- --- 4„ M I � r---� 1--------------- ---1= ----_- ---_ --- --- P2486 P1000 -----_L-----=—---------------------------------- I ---------------= ------ I — BOLT----------- ------ OD S TIFFENER V \♦ // 11 // �\ \/`/ \;�\3'/ O (t __________ ____- ____„=====y -EXISTING WEB El 11 1110 I I i � I I I 4 I I v! LIM LAI J O Z2O2 NEW ROOF FRAMING AT EXISTING ROOF FRAMING nO LJJ NO SCALE � O KEYNOTES: z v / = Z 1. RE -USE EXISTING 2x2 TUBES AT 32" O.C. Q Q O 2. RIGID INSULATION, SEE ARCH W U. 3. ROOF MEMBRANE AND FLASHING, SEE ARCH = 0 z w 4. SHALLOW STEEL DECK, SEE PLAN w Q Q Z ti ❑ ❑ ❑ ❑ ❑ ❑ 5. CONT L4x4x% STEEL ANGLE W/Y2" OX5" LONG U Q J a O U. TITEN HD ANCHORS AT 32" O.C. N C 9 6. Y2" 0 A307 BOLT AT TUBE TO ANGLE Q 7. EXISTING STRUCTURE J ID 8 4 3 8. CONT L2x2xY ANGLE W/ %" 0 x 2-Y2" LONG TITEN UJ HD ANCHORS AT 32" O.C. m X — r 2 CC LL. Q ❑ ❑ ❑ ❑ I 0 LL_ C— I 5 1 LL 0 O 6 LL I I I � ❑ ❑ ❑ ❑ M ❑ ❑ i i W I I I I I I I I I I I I I I TYP 202 201 �� El El El El El Iii J I— ~ U ~ W El W O W D_' S 2O3 NEW ROOF FRAMING AT EXISTING ROOF FRAMING fn NO SCALE El El REVISIONS El ❑ ❑ ❑ 0 ARCHITECT PROJECT NO.: 203 22007 DATE: ID ID 11 ❑ ❑ ❑ Ll❑ NOVEMBER 2022 DRAWN BY: SPA CHECKED BY: BFB This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site DRAWING N 0.: specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. JOB NO.: IF22-175 PROJECT MANAGER: BFB CAD OPERATOR: SPA • Structural Engineering 1020 E. Lincoln Road phone: 208.227.8404 S200 ROOF FRAMING PLAN Idaho Falls, ID 83401 fax: 208.227.8405 contact@frost-structural.com SCALE: 1/8" = V-0"