North American Martyrs 06/16/17 School Addition Lincoln, Nebraska ADDENDUM NO. 1

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1 North merican Martyrs 06/6/ DDENDUM NO. The rchitect/ Engineer issues this addendum, applicable to the above named project, to all known Contractors before receipt of proposal. This addendum includes Item Number - thru -8. This addendum item shall be fully incorporated into the Bidding/Contract Documents and have the same force and effect as though originally included. The Bidder shall acknowledge receipt of this ddendum No. on the Bid Proposal Form in the place provided. GENERL Item -: Building Permit Drawings are currently being submitted to the City for permitting. Owner is covering the cost of the building permit. Item -: Section 00 dvertisement for Bids Refer to. Prebid Meeting, attached for your information are the prebid meeting agenda and attendance sheets. Item -: Section 0 00 lternates RCHITECTURL Specifications Refer to Paragraph..F., change to read as follows:. lternate: Re-roof Middle School with shingles to match new addition as indicated on Sheets 0.0, 0. and.0. Item -: Section Unit Masonry Subject to the requirements of the section the following product is approved per paragraph.0/d: Hunter Panels; Xci Foil Item -: Section 0 6 Self-dhering Sheet Waterproofing Subject to the requirements of the section add the following product to paragraph... Products: g. Polyguard, 60 Membrane DDENDUM NO. DD-

2 North merican Martyrs 06/6/ Item -6: Section 0 6 Fluid-pplied Membrane ir Barriers Subject to the requirements of the section add the following product to paragraph...a Products: 6. Henry Company, ir-bloc MR. W.R. Meadows SealTight; ir-shield LMP Item -: Section Door Hardware Reference..; Subject to the requirements of the section, Sargent 8 Series Closers and Record 800 Series Door Operators are approved as acceptable substitutes for the LCN Closers and Operators specified. Item -8: Section Concrete Paving Joint Sealants Subject to the requirements of the section add the following product to paragraph... Products: c. Pecora Corporation; Pecora 0 NS Drawings Item -9: Sheet.0 Exterior Elevations a.) Refer to Drawing. The precast lintel note has been revised and recessed text has been added to the architectural precast lintel. b.) The Sheet has been re-issued. Item -0: Sheet 6.60 Precast Concrete Sections and Details a.) Refer to the PRECST CONCRETE PROFILES. lintel elevation has been added to the drawing and recessed text has been added to the architectural precast lintel. b.) The Casework and Cabinet Details referenced on Sheets 6.0, 6.0 and 6. have been added to the sheet. c.) The Sheet has been reissued. STRUCTURL Drawings Item -: Sheet S. Mechanical Mezzanine & Library Framing Plan a) Refer to Wide Flange Steel Beam Wx6, along Grid, spanning from Grid J to Grid K.: Modify top of steel elevation from (T.F. = 0 - / ) to (T.F. = 0-6 / ). b) Refer to Wide Flange Steel Beam Wx, along Grid, spanning from Grid K. to Grid K.6: Modify top of steel elevation from (T.F. = 0 - / ) to (T.F. = 0-6 / ). DDENDUM NO. DD-

3 North merican Martyrs 06/6/ c) Refer to Wide Flange Steel Beam Wx, along Grid, spanning from Grid K.6 to Grid L: Modify top of steel elevation from (T.F. = 0 - / ) to (T.F. = 0-6 / ). d) Refer to Wide Flange Steel Beam W8x0, along Grid, spanning from Grid L to Grid L.: Modify top of steel elevation from (T.F. = 0 - / ) to (T.F. = 0-6 / ). e) Refer to Wide Flange Steel Beam Wx, along Grid 8., spanning from Grid L. to Grid N: Modify top of steel elevation from (T.F. = 09 - ) to (T.F. = 09 - /8 ). f) Refer to Wide Flange Steel Beam Wx, along Grid N, spanning from Grid 8. to Grid 8.6: Modify top of steel elevation from (T.F. = 09 - ) to (T.F. = 09 - /8 ). g) Refer to Wide Flange Steel Beam Wx, along Grid 8.6, spanning from Grid L. to Grid N: Modify top of steel elevation from (T.F. = 09 - ) to (T.F. = 09 - /8 ). h) Refer to Wide Flange Steel Beam Wx, along Grid 9.9, spanning from Grid J to Grid K.: Modify top of steel elevation from (T.F. = 0 - ¼ ) to (T.F. = 0-6 ¼ ). i) Refer to Wide Flange Steel Beam Wx, along Grid 9.9, spanning from Grid K. to Grid K.6: Modify top of steel elevation from (T.F. = 0 - ¼ ) to (T.F. = 0-6 ¼ ). j) Refer to Wide Flange Steel Beam Wx, along Grid 9.9, spanning from Grid K.6 to Grid L: Modify top of steel elevation from (T.F. = 0 - ¼ ) to (T.F. = 0-6 ¼ ). k) Refer to Wide Flange Steel Beam Wx, along Grid L, spanning from Grid 9. to Grid 9.9: Modify top of steel elevation from (T.F. = 0 - ¼ ) to (T.F. = 0-6 ¼ ). Item -: Sheet S.0 Roof & Low Library Framing Plan Sheet reissued in its entirety. Item -: Sheet S.0 Library High Roof Framing Plan Sheet reissued in its entirety. Item -: Sheet S.0 Library Steel Framing Elevations a) Detail : Framing Grid L. (Looking North) ) Top of Steel elevation shall be modified from EL = - /8 to EL = - ¼. ) Wide Flange Steel Beam Wx9, at new top of steel elevation of - ¼, shall be modified from a Wx9 to a W0x9. b) Detail : Framing Grid 8 (Looking East) ) Top of Steel elevation shall be modified from EL = -0 to EL = - /. ) HSS Steel Beam HSSx6x/8 shall be modified to an HSS8x6x/8 Steel HSS Beam with top of steel elevation of -0. ) new Top of Steel Elevation shall be added to the right-hand side of the detail to read T.O. Steel EL = -0 and be aligned with the adjusted HSS steel beam referenced in b.. DDENDUM NO. DD-

4 North merican Martyrs 06/6/ c) Detail : Framing Grid 9 (Looking East) ) Top of Steel elevation shall be modified from EL = -0 to EL = - /8. ) HSS Steel Beam HSS8x6x/8 spanning from Grid I to Grid J shall be lowered to top of steel elevation of -0. ) new Top of Steel Elevation shall be added to the right-hand side of the detail to read T.O. Steel EL = -0 and be aligned with the adjusted HSS steel beam referenced in c.. ) Detail Callout along Grid J at the adjusted HSS steel beam shall be modified from referencing detail /S.0 SIM to reference Detail /S.0. Item -: Sheet S.0 Typical CFS Stud Wall Framing & CMU Details a) Detail : Steel Lintel L: ) Note: STEEL BEM, PLN, shall be modified to W8X0 STEEL BEM LINTEL, PLN. ) Fillet weld shall be modified from a ¼ Fillet Stich Weld to a /6 Fillet, at 8 on center at each side of bottom beam flange. ) Note: /8 x - STEEL BOTTOM FLNGE PLTE, MIN. CMU WLL, shall be modified to / x - STEEL BOTTOM FLNGE PLTE. Item -6: Sheet S.0 Typical Steel Framing Details a) Detail : Beam to Beam Moment Conn at Ridge: ) Remove ¼ Continuous Steel Bent Plate at roof peak and associated note & /6 fillet weld. Replace with wood blocking (detail to match Detail 8/S.0) and add the following note: CONTINOUS WOOD BLOCKING TO FORM PEK, TRIM & TTCH S REQUIRED. Item -: Sheet S.0 Framing Details Sheet reissued in its entirety. ELECTRI Item -8: Cable service to the Rectory END OF DDENDUM NO. fter utility locates have been made and prior to excavation of the site for expansion of the wellfield, contact Spectrum for relocation of the cable service to the Rectory. The relocation of the service is outside the scope of the project. temporary service will be installed to maintain connectivity to the rectory. Contact Ed Stevens/Spectrum at prior to excavation. DDENDUM NO. DD-

5 Meeting Minutes Project: Project Number: Meeting Date: 6//0 North merican Martyrs Pre-Bid Conference Meeting Location: North merican Martyrs Music Room ttendees: Jeff Chadwick, Jennifer Klein, Britton Wilson, alan Ebner See attached list of Contractors Pre-Bid Conference Overview of project by Jeff Chadwick and lan Ebner Walk-through of school and project areas Brief discussion of fire suppression system existing sizes called out on plan and new system is fairly straight forward but to be determined by fire sprinkler contractor. Pre-Bid Questions raised:. Can the bid date be changed due to other bids on same day? Response: Given the scope of work, the expected date of completion and after careful consideration of the request, the owner has elected not to change the bid date.. re the controls for mech typical? Response: Existing system is a Honeywell system. The system designed for the new addition is based on the Honeywell system but is designed as a stand-alone system with integral controls.. What is the existing security/door access system? Response: There is no existing access control system.. Coordination of work schedule with school schedule a. Egress/safety/access/parking/etc. Response: Egress/safety/access/parking/staging and related concerns will be addressed and resolved at the Pre-Construction Conference and once a contractor has been brought on board.. What materials/systems to be re-used? Response: Typically just doors that can be reused as noted on drawing Who are the preselected generals? For sub use. Response: See attached list.. Will there be an egress / dead end corridor issue at Corridor 0 of the existing school? Response: The dead end corridor maximum distance in this instance is 0 ; if a temporary wall is built to delimit hallway access at the edge of the alcoves to existing Classrooms 0 and 0 then that requirement may be satisfied. rchitecture + Landscape rchitecture + Engineering + Interiors Page of 00 Lincoln Mall, Suite 00 Lincoln, NE Fax 0.6 Lincoln, NE Kansas City, MO Fairway, KS

6 Meeting Minutes List of Pre-Selected General Contractors:. Kingery Construction. Hampton Construction. Genesis Construction. Sampson Construction. Brester Construction 6. Cheever Construction. Hausmann Construction 8. NGC 9. Lacey Construction 0. Rogge Construction rchitecture + Landscape rchitecture + Engineering + Interiors Page of 00 Lincoln Mall, Suite 00 Lincoln, NE Fax 0.6 Lincoln, NE Kansas City, MO Fairway, KS

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8 EXISTING BUILDING X D " EXPN. JT., JOHNS MNVILLE EXPNDO-FLSH, EJ-SR OR EQUIVLENT. RCHITECTURL GRDE, LIFETIME SPHLTIC SHINGLES TO MTCH EXST. COLOR ND STYLE C. B LOUVER, MECH., COLOR BY RCHITECT.. / / rchitecture Landscape rchitecture Engineering Interiors C.J.. C.J.. RCHITECTURL GRDE, LIFETIME SPHLTIC SHINGLES TO MTCH EXST. COLOR ND STYLE LUM. DOWNSPOUTS ND GUTTERS RCHITECTURL GRDE, LIFETIME SPHLTIC SHINGLES TO MTCH EXST. COLOR ND STYLE LOUVER, MECH., COLOR BY RCHITECT Lincoln Mall, Suite 00 Lincoln, NE Fax 0.6 Kansas City, Missouri Fairway, Kansas SPLIT FCE CMU 0' - " SPLIT FCE CMU 0' - " " EMSEL COLORSEL SILICONE COTED POLYURETHNE FOM EXPNSION JOINT SYSTEM OR EQUIVLENT, COLOR BY RCHITECT. ' - 8" NOM. " FCE BRICK VENEER TO MTCH EXST.. NOM. " SPLIT FCE C.M.U. TO MTCH EXST.. NOM. " SPLIT FCE C.M.U. TO MTCH EXST.. NOM. " FCE BRICK VENEER TO MTCH EXST.. NOM. " SPLIT FCE C.M.U. TO MTCH EXST.. LUM. DOWNSPOUTS ND GUTTERS LUM. DOWNSPOUTS ND GUTTERS PRECST CONC. CPSTONE, PC NOM. " FCE BRICK VENEER TO MTCH EXST...0: - SOUTHEST ELEVTION WEST ELEVTION SE: /8" = '-0" SOUTH ELEVTION SE: /8" = '-0" RCHITECTURL GRDE, LIFETIME SPHLTIC SHINGLES TO MTCH EXST. COLOR ND STYLE C.J. C.J. C.J. LUM. DOWNSPOUTS ND GUTTERS SPLIT FCE CMU 0' - "? #? - # SHEET HISTORY: REFERENCE.0: SOUTH ELEVTION LUM. DOWNSPOUTS ND GUTTERS 09B NOM. " FCE BRICK VENEER TO MTCH EXST.. PRECST CONC. CPSTONE, PC- LUM. DOWNSPOUTS ND GUTTERS NOM. " SPLIT FCE C.M.U. TO MTCH EXST.. NOM. " SPLIT FCE C.M.U. TO MTCH EXST.. C.J. PRECST CONC. CPSTONE, PC- NOM. " FCE BRICK VENEER TO MTCH EXST.. ISSUED 06/08/0 S PER CONSTRUCTION DOCUMENTS /6/0 S PER DDENDUM #00 SOUTHEST ELEVTION SE: /8" = '-0" E F G H I J K K. K.6 L L. M N EIFS, COLOR BY RCHITECT. PRECST CONC., PC- RCHITECTURL GRDE, LIFETIME SPHLTIC SHINGLES TO MTCH EXST. COLOR ND STYLE.0.0 PRECST CONC., PC- EIFS, COLOR BY RCHITECT SPLIT FCE CMU 0' - " PRECST CONC., PC- RCHITECTURL GRDE, LIFETIME SPHLTIC SHINGLES TO MTCH EXST. COLOR ND STYLE LUM. DOWNSPOUTS ND GUTTERS NOM. " FCE BRICK VENEER TO MTCH EXST PRECST CPSTONE KEY, PC- PRECST CROSS INLY, PC- NOM. " FCE BRICK VENEER TO MTCH EXST. COLOR, INSET BRICK /" FROM FIELD ND PROVIDE x BSKETWEVE PTTERN. NOM. " FCE BRICK VENEER TO MTCH EXST. COLOR, INSET BRICK /" FROM FIELD ND PROVIDE x BSKETWEVE PTTERN. PRECST CONC., PC-. PROVIDE RECESSED NMING S INDICTED. REF 6.60 SPLIT FCE CMU 0' - " REFERENCE.0:6 NORTH ELEVTION 0.0 RCHITECTURL GRDE, LIFETIME SPHLTIC SHINGLES TO MTCH EXST. COLOR ND STYLE NOM. " SPLIT FCE C.M.U. TO MTCH EXST.. LUM. DOWNSPOUTS ND GUTTER SPLIT FCE CMU 0' - " NOM. " FCE BRICK VENEER TO MTCH EXST.. PRECST CONC., PC- NOM. " SPLIT FCE C.M.U. TO MTCH EXST.. PRECST CONC., PC- PRECST CONC CPSTONE., PC- LUM. DOWNSPOUTS ND GUTTERS NOM. " SPLIT FCE C.M.U. TO MTCH EXST.. PRECST CONC., PC- NOM. " SPLIT FCE C.M.U. TO MTCH EXST.. PRECST CONC. CPSTONE, PC- NOM. " SPLIT FCE C.M.U. TO MTCH EXST.. LUM. DOWNSPOUTS ND GUTTER NOM. " FCE BRICK VENEER TO MTCH EXST.. REFERENCE.0: NORTHWEST ELEVTION SOLID, NO CORE " FCE BRICK VENEER TO MTCH EXST. COLOR, PTTERN BY RCHITECT, SLOPED TOP EDGE NORTHEST ELEVTION SE: /8" = '-0" 0 NORTHWEST ELEVTION 6 SE: /8" = '-0" SE: /8" = '-0" NORTH ELEVTION Construction Documents Plot Time Stamp: 6//0 :: PM File Location/Name: C:\() Revit Projects\0\900-0-NM-_alan.ebner@clarkenersen.com.rvt PRECST CONC. SILL PC-.0 RCHITECTURL GRDE, LIFETIME SPHLTIC SHINGLES TO MTCH EXST. COLOR ND STYLE NOM. " SPLIT FCE C.M.U. TO MTCH EXST.. NOM. " FCE BRICK VENEER TO MTCH EXST.. 06C REFERENCE.0:8 COURTYRD SOUTHWEST ELEVTION SPLIT FCE CMU 0' - " LUM. DOWNSPOUTS ND GUTTER COURTYRD SOUTH ELEVTION PRECST CONC., PC- NOM. " FCE BRICK VENEER TO MTCH EXST.. REFERENCE.0: COURTYRD SOUTH ELEVTION L K.6 K. L. K PRECST CONC. SILL, PC-.0 C.J. TO MTCH OPPOSING SIDE COURTYRD SOUTHWEST ELEVTION RCHITECTURL GRDE, LIFETIME SPHLTIC SHINGLES TO MTCH EXST. COLOR ND STYLE EIFS, COLOR BY RCHITECT NOM. " FCE BRICK VENEER TO MTCH EXST.. NOM. " SPLIT FCE C.M.U. TO MTCH EXST.. LUM. DOWNSPUTS ND GUTTERS SPLIT FCE CMU 0' - " C.J. PRECST CONC. SILL, PC-.0 NOM. " FCE BRICK VENEER TO MTCH EXST.. RCHITECTURL GRDE, LIFETIME SPHLTIC SHINGLES TO MTCH EXST. COLOR ND STYLE C.J. NOM. " SPLIT FCE C.M.U. TO MTCH EXST.. COURTYRD NORTHWEST ELEVTION REFERENCE.0:0 COURTYRD NORTH ELEVTION SPLIT FCE CMU 0' - " REFERENCE.0:9 COURTYRD NORTHWEST ELEVTION LUM. DOWNSPOUTS ND GUTTERS SE: /8" = '-0" SE: /8" = '-0" SE: /8" = '-0" SE: /8" = '-0" RCHITECTURL GRDE, LIFETIME SPHLTIC SHINGLES TO MTCH EXST. COLOR ND STYLE NOM. " SPLIT FCE C.M.U. TO MTCH EXST.. PRECST CONC. SILL, PC- SPLIT FCE CMU 0' - " NOM. " FCE BRICK VENEER TO MTCH EXST.. COURTYRD NORTH ELEVTION North merican Martyrs 0 Isaac Drive Lincoln, NE 68 June 8, 0 Exterior Elevations.0

9 LINE OF LIGNMENT W/ FCE OF BRICK /8" /8" " /8" " LINE OF LIGNMENT W/ FCE OF BRICK /" " /" ' - /8" /" ' - /8" /" " /" /" /8" LINE OF LIGNMENT W/ FCE OF BRICK DRIP DRIP DRIP 8" " PC- PC- PROFILE PC- PROFILE PC- PROFILE PC- PROFILE ' - " ' - /" ' - /" /" /" LINE OF LIGNMENT W/ FCE OF BRICK ' - /8" " DRIP ' - " ' - /" ' - /" /" /" LINE OF PC- BEHIND " 8" 8" ' - " PC- ELEVTION /" /8" ' - 8" 8" ' - /8" ' - /8" 8" ' - /8" rchitecture Landscape rchitecture Engineering Interiors 00 Lincoln Mall, Suite 00 Lincoln, NE Fax 0.6 Kansas City, Missouri Fairway, Kansas 0 ' - " Saint Kateri Library PROVIDE RECESSED NMING S INDICTED. FONT TO MTCH EXST SCHOOL. COORDINTE HEIGHT W/ RCHITECT LINE OF LIGNMENT W/ FCE OF BRICK /" 6' - 8" PC- PROFILE PC- ELEVTION PC- FRONT PROFILE PRE-CST CONCRETE PROFILES SE: /" = '-0" INLY PRE-CST CONCRETE CROSS SE: " = '-0" PRECST COLOR, ND FINISH TO MTCH MIDDLE SCHOOL DDITION ' - " /" P.LM WLL CB W/ DJ. SHELVES ND LOCK, PL-? #? - # SHEET HISTORY: ISSUED 06/08/0 S PER CONSTRUCTION DOCUMENTS /6/0 S PER DDENDUM #00 ' - 6" ' - 8" " ' - " ' - 0" " VERIFY W/ MECHNI ON LOCTION/PLCEMENT OF WTER BUBBLER SOLID SURFCE COUNTERTOP (SSM-) ND INTEGRL " BCKSPLSH ND SINK /" P.LM BSE CB. W/ DOOR, SINK PNEL ND LOCKS (PL-) " ' - " ' - 0" SOLID SURFCE COUNTERTOP W/ INTEGRL SINK ND " BCK & SIDE SPLSHES, SS- /" P.LM BSE CB. W/ DJ. SHELF, LOCKS, ND SINK HOLE, PL- " ' - " ' - 0" " SOLID SURFCE COUNTERTOP W/ BCK & SIDE SPLSHES, SS- /" P.LM BSE CB. W/ () DJ. SHELVES ND LOCKS, PL- ' - 0" CB 0 / CB 0 ' - " " RUBBER BSE PPLIED TO CB. BSE, RB- ' - 0" CB 0 " ' - 6" RUBBER BSE PPLIED TO CB. BSE, RB- ' - 0" CB SE: /" = '-0" SE: /" = '-0" SE: /" = '-0" ' - " " RUBBER BSE PPLIED TO CB. BSE, RB- ' - " ' - 0" Construction Documents ' - 0" /" P.LM WLL CB W/ DJ. SHELVES ND LOCK, PL- 8' - 8" ' - 8" /" P.LM TLL CB W/ FIXED SHELF T 60", DJ. SHELVES, ND LOCKS, PL- North merican Martyrs 0 Isaac Drive Lincoln, NE 68 Plot Time Stamp: 6/6/0 :0: M File Location/Name: C:\() Revit Projects\0\900-0-NM-_tbarrett.rvt ' - 6" ' - " ' - 0" CB 0 / CB 0 ' - 6" " " SOLID SURFCE COUNTERTOP, SS- -OR- " P.LM. COUNTERTOP, PL- VERIFY ON INTERIOR ELEVTIONS /" P.LM BSE CB W/ DRWERS, DJ. SHELF, ND LOCKS, PL- RUBBER BSE PPLIED TO CB. BSE, RB- CB 0 " ' - 8" RUBBER BSE PPLIED TO CB. BSE, RB SE: /" = '-0" SE: /" = '-0" SE: /" = '-0" ' - 0 /" /" /" "/" CB 60 /" " LMINTE COUNTERTOP, PL- EXPNSION NCHOR INTO CMU /" P.LM. BCKLESS BSE CB. W/ DJ. SHELF, W/OUT DOORS, PL- RUBBER BSE PPLIED TO CB. BSE, RB- June 8, 0 Precast Concrete Sections & Details and Casework Sections 6.60

10 ROOF SHETHING PNELS 6' - /8", FIELD VERIFY. LL WOOD STRUCTURL PNELS SHLL CONFORM TO THE REQUIREMENTS OF DOC PS OR DOC PS S PPROPRITE FOR THEIR E ND USE. TTCH SHETHING PNELS IN CCORDNCE WITH LL P STNDRDS. XD XC XB X D 0' - /", FIELD VERIFY " EXPNSION EXISTING 6' - /8", FIELD VERIFY 6' - 0", FIELD VERIFY ' - 9 /8", FIELD VERIFY HTCHED RE INDICTES LOCTION OF EXISTING STRUCTURE, CONTRCTOR TO FIELD VERIFY EXISTING DIMENSIONS EXISTING VLLEY SET " O.C., MX, VIF WHERE SHDED, CMU SHLL BE TKEN TO HEIGHT OF ROOF, B.O. WLL = T.O. STEEL 0'- /" SECTION 8' - /8", FIELD VERIFY S.0 ' - 9 /6" EXISTING PRE-ENGINEERED WOOD TRUSS ROOFING SYSTEM ' - 9 /6" TRUSSES " O.C., MX, VIF S. FIELD VERIFY ' - 8 /8" 8' - /8", FIELD VERIFY VLLEY SET " O.C., MX, S.0 S.0 8 8' - /" 0 S.0.0 RCH S.0 8. ' - 0 /" RCH RCH 0 8. TRUSS " O.C., MX 8.6 ' - /" ' - " ' - " SIM S.0 S ' - 0 /" RCH S.0 S.0 /8" 0 S. ' - 0" 9.9 TRUSS " O.C., MX S.0 TRUSS " O.C., MX x WOOD RFTERS 8" O.C. MX x0 OVER FRMING, x0 WOOD 8" O.C. MX., W0x9 = '- /" x WOOD RFTERS 9 " O.C, MX = 8'-0" VLLEY SET " O.C., MX, ' - 9 /8" WIDE FLNGE STEEL RIDGE BEM, MECHNI MEZZNINE & LIBRRY FRMING PLN & DETIL S S S.0 ' - " PLY GIRDER TRUSS G N 6 S.0 M 8' - /8" ' - /8" VLLEY SET SPECIL " O.C., MX, 8" O.C. MX 0 x WOOD RFTERS 0 S.0 9 S.0 S.0 0 L. L 0' - /8" 8" O.C. MX SIM S. x WOOD RFTERS 6 S.0 TRUSS " O.C. -x8's S S. K.6 ' - 8" TRUSS " O.C. x WOOD RFTERS 8" O.C. MX S.0 SIM 0 K. 8' - 8 /8" EQ EQ EQ TRUSS T ' - 0 /8" EQ K J ' - " WIDE FLNGE STEEL RIDGE BEM, MECHNI MEZZNINE & LIBRRY FRMING PLN & DETIL S.0 ' - /" I ' - /" WHERE SHDED, CMU BERING WLL SHLL BE TKEN TO HEIGHT OF ROOF,, SECTION S.0 TRUSS " O.C., MX H ' - 8 /8" OVERFRMING TRUSS SET O, S.0. LL ROOF SHETHING SHLL BE /" P 8/ SPN RTED EXPOSURE SHETHING, MINIMUM, INSTLLED WITH FCE GRIN PERPENDICULR TO SUPPORTING MEMBERS CONTINUOUS OVER TWO OR MORE SPNS.. ROOF DECK TTCHMENT: a. SHETHING PNELS SHLL BE TTCHED TO SUPPORTING STRUCTURE USING 8d COMMON NILS SPCED T " ON CENTER LONG EDGES OF SHETHING PNELS ND T 6" ON CENTER LONG LL OTHER INTERMEDITE SUPPORTS. ROOF SHETHING SHLL BE GLUED TO SUPPORTING MEMBERS WITH N PPROPRITE CONSTRUCTION DHESIVE. b. PROVIDE x BLOCKING T LL UNSUPPORTED PNEL EDGES, INUDING BOTH SIDES OF MECHNI OPENINGS. LL BLOCKING MTERIL SHLL BE HEM-FIR # OR BETTER WITH 9% MOISTURE CONTENT MXIMUM. G S.0 c. PROVIDE N /8" SPCE (WITH PNEL IPS) T LL END ND EDGE JOINTS TO LLOW FOR PNEL EXPNSION. d. INTLL WITH FCE GRIN PERPENDICULR TO SUPPORTING MEMBERS ND OFFSET END JOINTS S REQUIRED. e. LTERL LOD RESISTING DIPHRGM HS BEEN DESIGNED S N UNBLOCKED DIPHRGM. PROVIDE TONGUE ND GROOVE DECKING OR ROOF IPS T UNSUPPORTED SHETHING EDGES.. PROVIDE EXTERIOR GRDE WOOD STRUCTURL PNELS IN NY LOCTION PERMNENTLY EXPOSED TO THE EXTERIOR ENVIRONMENT, CONCRETE OR MSONRY WITHOUT FINISH, VENEER OR OTHER PROTECTION PPLIED. S.0 ' - " 8' - /8" WHERE SHDED, CMU BERING WLL SHLL BE TKEN TO HEIGHT OF ROOF,, SECTION 8' - 9 /8" 9. 9 ' - " 6' - 8" F E 8" TO OUTSIDE FCE OF BRICK 8" TO OUTSIDE FCE OF BRICK rchitecture Landscape rchitecture Engineering Interiors 00 Lincoln Mall, Suite 00 Lincoln, NE Fax 0.6 Kansas City, Missouri Fairway, Kansas? #? - # SHEET HISTORY: ISSUED 06/08/0 S PER CONSTRUCTION - DOCUMENTS /6/0 S PER DDENDUM #0 C 8' - " TRUSS " O.C., MX S. S. TRUSS " O.C., MX VLLEY SET " O.C., MX, -x8 WOOD ROOF S. TRUSS " O.C., MX S. TRUSS " O.C., MX S.0 SIM 8' - /" 8 B 0' - " ' - 8" 8' - /8" S.0 TRUSS " O.C., MX TRUSS T6 TRUSS T6 TRUSS T6 TRUSS T " O.C., MX TRUSS T TRUSS T TRUSS T TRUSS T TRUSS T TRUSS T TRUSS " O.C., MX S.0 TRUSS T TRUSS T TRUSS T TRUSS T TRUSS T TRUSS T -PLY GIRDER TRUSS TRUSS T TRUSS T TRUSS " O.C., MX S. GIRDER TRUSS UP TRUSS T " O.C. MX S.0 6' - /" ' - /8" 0 GENERL ROOF FRMING :. THE GENERL CONTRCTOR SHLL VERIFY LL EXISTING DIMENSIONS ND CONDITIONS PRIOR TO COMMENCEMENT OF THE WORK. IT SHLL BE THE CONTRCTOR'S RESPONSIBILITY TO COORDINTE THE INSTLLTION OF THE NEW WORK WITHIN THE EXISTING CONDITIONS. NY DEVITION IN THE EXISTING CONDITIONS OR DIMENSIONS INDICTED SHLL BE COORDINTED WITH THE ENGINEER / RCHITECT IN ORDER TO MODIFY THE PLN CCORDINGLY.. DETILS DESIGNTED S I SHLL BE PPLIED IN LIKE SITUTIONS.. WOOD RFTERS: a. LL DESIGN & CONSTRUCTION SHLL CONFORM TO THE PPLICBLE BUILDING CODE ND TE NSI/F&P NTIONL DESIGN SPECIFICTION (NDS), CURRENT EDITION. TBLE 0.9. OF THE INTERNTIONL BUILDING CODE FOR NILING NOT SPECIFILY LED OUT IN THE DRWINGS. USE COMMON NILS, UNLESS OTHERWISE SPECIFIED. b. LL JOISTS, RFTERS ND BLOCKING MTERIL SHLL BE HEM-FIR OR BETTER WITH 9% MXIMUM MOISTURE CONTENT. x BLOCKING, T '-6" MXIMUM SPCING, IS REQUIRED BETWEEN LL WOOD RFTERS WITH DEPTH TO MTCH RFTER DEPTH. c. LL WLL SUPPORTED SPNNING ELEMENTS(JOISTS, RFTERS ND PRE-ENGINEERED TRUSSES) MUST BE LOCTED DIRECTLY OVER STUDS. WHERE THESE ELEMENTS MISS STUDS, N DDITIONL STUD MUST BE DDED TO VOID BENDING FILURE OF TOP PLTE. Construction Documents North merican Martyrs 0 Isaac Drive Lincoln, NE 68 June 8, 0 ' - /8" 8" TO OUTSIDE FCE OF BRICK S.0 S.0 ' - /" ' - /8" WHERE SHDED, CMU BERING WLL SHLL BE TKEN TO HEIGHT OF ROOF,, SECTION ' - /8" ' - 0 /" OVERFRMING TRUSS SET O, " ' - /" ' - 0 /8" ' - 8 /8" 8' - /8" ' - " S.0 0' - 0 /8" S.0 S.0 TRUSS T " O.C. MX ' - /" ' - " 6. PRE-ENGINEERED WOOD TRUSS: a. THE ROOF TRUSS SUPPLIER IS RESPONSIBLE FOR DESIGNING / COORDINTING / SUPPLYING LL MEMBERS OF THE ROOF FRMING SYSTEM. THIS INUDES THE TRUSSES, RIDGE BEMS, HIP JCKS, STICK FRMING, BRIDGING, ND BRCING. NY HORIZONTL LODS THT WILL BE EXERTED UPON THE STEEL STUD WLL / HSS / DOUBLE TOP PLTE SSEMBLY SHLL BE PROVIDED TO TCEP FOR COORDINTION. THESE LODS SHLL BE ERLY MRKED ON THE SHOP DRWINGS. b. TRUSSES SHOWN ON THE FRMING PLN RE INTENDED TO BE SCHEMTIC & REPRESENTTIONL OF NTICIPTED LOD PTH. THE EXCT LYOUT OF THE TRUSSES ND SIZES OF MEMBER USED (INUDING TRUSS WEB MEMBERS) SHLL BE DETERMINEDBY THE TRUSS SUPPLIER. THE OVERLL EXTERIOR DIMENSIONS OF THE ROOF, SOFFIT ELEVTION, ND LENGTH OF OVERHNGS SHLL BE MINTINED, RCHITECTURL PLNS & DETILS FOR COORDINTION. THE '-0" MXIMUM TRUSS SPCING INDICTED ON THE PLN SHLL BE MINTINED. c. WOOD TRUSS T(X) DESIGNTIONS RE USED TO IDENTIFY VRITIONS IN TRUSS CONFIGURTION ONLY. TRUSS PROFILES CCOUNTING FOR LL LODING CONDITIONS, INUDING SNOW DRIFT ND UNBLNCED SNOW ON HIP OR GBLE ROOFS RE THE RESPONSIBILITY OF THE PRE-ENGINEERED WOOD TRUSS MNUFCTURER PER THE PROJECT SPECIFICTIONS. ROOF & LOW LIBRRY FRMING PLN SE: /8" = '-0".. d. REFER TO SPECIFICTION SECTION "PREFBRICTED METL-PLTE CONNECTED WOOD TRUSSES" FOR DDITIONL INFORMTION & REQUIREMENTS FOR THE WOOD TRUSSES.. SHEET G0. (CODE COMPLINCE SHEET) FOR STEEL FIREPROOFING REQUIREMENTS, IF REQUIRED. 6. LL WOOD MEMBERS IN CONTCT WITH CONCRETE, MSONRY OR EXPOSED TO WETHER SHLL BE MDE OF PRESSURE TRETED WOOD.. RCHITECTURL DRWINGS FOR DIMENSIONS TO PRTITION WLL FRMING. DO NOT SE DRWINGS. Roof & Low Library Framing Plan S.0

11 ROOF SHETHING PNELS. LL WOOD STRUCTURL PNELS SHLL CONFORM TO THE REQUIREMENTS OF DOC PS OR DOC PS S PPROPRITE FOR THEIR E ND USE. TTCH SHETHING PNELS IN CCORDNCE WITH LL P STNDRDS.. LL ROOF SHETHING SHLL BE /" P 8/ SPN RTED EXPOSURE SHETHING, MINIMUM, INSTLLED WITH FCE GRIN PERPENDICULR TO SUPPORTING MEMBERS CONTINUOUS OVER TWO OR MORE SPNS. L.. ROOF DECK TTCHMENT: a. SHETHING PNELS SHLL BE TTCHED TO SUPPORTING STRUCTURE USING 8d COMMON NILS SPCED T " ON CENTER LONG EDGES OF SHETHING PNELS ND T 6" ON CENTER LONG LL OTHER INTERMEDITE SUPPORTS. ROOF SHETHING SHLL BE GLUED TO SUPPORTING MEMBERS WITH N PPROPRITE CONSTRUCTION DHESIVE. b. PROVIDE x BLOCKING T LL UNSUPPORTED PNEL EDGES, INUDING BOTH SIDES OF MECHNI OPENINGS. LL BLOCKING MTERIL SHLL BE HEM-FIR # OR BETTER WITH 9% MOISTURE CONTENT MXIMUM. rchitecture Landscape rchitecture Engineering Interiors 00 Lincoln Mall, Suite 00 Lincoln, NE Fax c. PROVIDE N /8" SPCE (WITH PNEL IPS) T LL END ND EDGE JOINTS TO LLOW FOR PNEL EXPNSION. d. INTLL WITH FCE GRIN PERPENDICULR TO SUPPORTING MEMBERS ND OFFSET END JOINTS S REQUIRED. Kansas City, Missouri Fairway, Kansas K.6 8. ' - " ' - 0 /" S.0 ' - 8" K. 8 ' - 0 /" S.0 ' - 8 /" 0' - /" S.0 S.0 0 /8" S.0 x WOOD RFTERS " O.C., MX 0 /8" WX HSS8X6X/8 (T.F. = 8'-0 /8") WX WX WX (T.F. = 8'-0") (T.F. = 8'-0") x WOOD RFTERS " O.C., MX 0" 0" 8 S.0 WX HSS8X6X/8 (T.F. = 8'-0 /8") 9 S.0 x WOOD RFTERS " O.C., MX 0 /" 0 (T.F. = 8'-0 /8") HSS8X6X/8 WX (T.F. = 6'- /") WX HSS8X6X/8 (T.F. = 8'-0 /8") 0 /8" e. LTERL LOD RESISTING DIPHRGM HS BEEN DESIGNED S N UNBLOCKED DIPHRGM. PROVIDE TONGUE ND GROOVE DECKING OR ROOF IPS T UNSUPPORTED SHETHING EDGES.. PROVIDE EXTERIOR GRDE WOOD STRUCTURL PNELS IN NY LOCTION PERMNENTLY EXPOSED TO THE EXTERIOR ENVIRONMENT, CONCRETE OR MSONRY WITHOUT FINISH, VENEER OR OTHER PROTECTION PPLIED (T.F. = 8'-0 /8") HSS8X6X/8 WX 9 S.0 0 (T.F. = 8'-0 /8") HSS8X6X/8 S.0 WX WX WX WX (T.F. = 8'-0") (T.F. = 8'-0") x '-6" MX.,, GENERL ROOF FRMING 0 0 ' - 8 /" J? #? - # SHEET HISTORY: ISSUED 06/08/0 S PER CONSTRUCTION - DOCUMENTS /6/0 S PER DDENDUM #0 HTCHED RE INDICTES LOCTION OF EXISTING STRUCTURE, CONTRCTOR TO FIELD VERIFY EXISTING DIMENSIONS S.0 0 GENERL ROOF FRMING :. THE GENERL CONTRCTOR SHLL VERIFY LL EXISTING DIMENSIONS ND CONDITIONS PRIOR TO COMMENCEMENT OF THE WORK. IT SHLL BE THE CONTRCTOR'S RESPONSIBILITY TO COORDINTE THE INSTLLTION OF THE NEW WORK WITHIN THE EXISTING CONDITIONS. NY DEVITION IN THE EXISTING CONDITIONS OR DIMENSIONS INDICTED SHLL BE COORDINTED WITH THE ENGINEER / RCHITECT IN ORDER TO MODIFY THE PLN CCORDINGLY.. DETILS DESIGNTED S I SHLL BE PPLIED IN LIKE SITUTIONS.. WOOD RFTERS: a. LL DESIGN & CONSTRUCTION SHLL CONFORM TO THE PPLICBLE BUILDING CODE ND TE NSI/F&P NTIONL DESIGN SPECIFICTION (NDS), CURRENT EDITION. TBLE 0.9. OF THE INTERNTIONL BUILDING CODE FOR NILING NOT SPECIFILY LED OUT IN THE DRWINGS. USE COMMON NILS, UNLESS OTHERWISE SPECIFIED. b. LL JOISTS, RFTERS ND BLOCKING MTERIL SHLL BE HEM-FIR OR BETTER WITH 9% MXIMUM MOISTURE CONTENT. x BLOCKING, T '-6" MXIMUM SPCING, IS REQUIRED BETWEEN LL WOOD RFTERS WITH DEPTH TO MTCH RFTER DEPTH. c. LL WLL SUPPORTED SPNNING ELEMENTS(JOISTS, RFTERS ND PRE-ENGINEERED TRUSSES) MUST BE LOCTED DIRECTLY OVER STUDS. WHERE THESE ELEMENTS MISS STUDS, N DDITIONL STUD MUST BE DDED TO VOID BENDING FILURE OF TOP PLTE. Construction Documents North merican Martyrs 0 Isaac Drive Lincoln, NE 68 June 8, 0. SHEET G0. (CODE COMPLINCE SHEET) FOR STEEL FIREPROOFING REQUIREMENTS, IF REQUIRED.. LL WOOD MEMBERS IN CONTCT WITH CONCRETE, MSONRY OR EXPOSED TO WETHER SHLL BE MDE OF PRESSURE TRETED WOOD. 6. RCHITECTURL DRWINGS FOR DIMENSIONS TO PRTITION WLL FRMING. DO NOT SE DRWINGS. LIBRRY HIGH ROOF FRMING PLN SE: /8" = '-0" Library High Roof Framing Plan S.0

12 RCHITECTURL FOR ROOF FINISHING & WTERPROOFING REQUIREMENTS, SLOPE MY VRY BY LOCTION ROOF SHETHING, SHETHING PNEL FOR SIZE & TTCHMENT x CONT. BLOCKING /"Ø TITEN HD MSONRY 8" O.C., /" EMBED. MINIMUM T.O. BOND BEM EL = 0'-8" BEM w/ - # CONT. HORIZ. TOP OF MSONRY WLL, RCHITECTURL VENEER, RCHITECTURL DRWINGS & DETILS BEM w/ - # CONT. HORIZ. BRS RCH RCH. WLL REINFORCMENT MY MSONRY LINTEL LOCTIONS, PLNS & DETILS 0 T SIMILR CONDITION: TRUSS TO BER ON 6" LIGHT GGE STEEL STUD EXTERIOR WLL IN LIEU OF MSORY. TTCHMENT SHLL INUDE SIMPSON HS HYBRID CONNECTOR w/ 8-8dx /" FSTENERS TO WOOD TRUSS, -#0 FSTENERS TO TOP TRCK & -#0 FSTENERS TO STUD BELOW. DOUBLE STUDS SHLL BE USED T TRUSS BERING LOCTIONS TRUSS EXTERIOR WLL SIMPSON HGM0 w/ -SDS /"x /" HEVY-DUTY CONNECTOR SCREWS TO TRUSS & -/x TITEN SCREWS THROUGH TOP PLTE INTO MSONRY WOOD TRUSS BY OTHERS, FRMING PLN TRUSS BERING EL = 0'-9 /" x BLOCKING, DEPTH TO MTCH WOOD TRUSS BOTTOM CHORD x8 PRESERVTIVE TRETED TOP PLTE,, GENERL HORIZONTL REINFORCING, SCHEDULE & GENERL VERTI REINFORCING, SCHEDULE B.O. BOND BEM EL = 0'-" STEP DOWN OVERFRMING " O.C., BY OTHERS, w/ SIMPSON VTCR VLLEY TRUSS IP w/ -0dx /" FSTENERS INTO VLLEY TRUSS & -0d FSTENERS INTO SUPPORTING FRMING SLOPE MY VRY BY LOCTION, RCHITECTURL x CONT. BLOCKING /"Ø TITEN HD MSONRY 8" O.C., /" EMBED. MINIMUM T.O. BOND BEM EL = 0'-8" BEM w/ - # CONT. HORIZ. TOP OF MSONRY WLL, FCE OF EXISTING 8" CMU w/ BRICK VENEER WLL, F.V. BEM w/ - # CONT. HORIZ. BRS " EXPNSION EXISTING. WLL REINFORCMENT MY MSONRY LINTEL LOCTIONS, PLNS & DETILS ' - 0" F.V. TRUSS EXISTING WLL ROOF SHETHING, SHETHING PNEL FOR SIZE & TTCHMENT SIMPSON HGM0 w/ -SDS /"x /" HEVY-DUTY CONNECTOR SCREWS TO TRUSS & -/x TITEN SCREWS THROUGH TOP PLTE INTO MSONRY WOOD TRUSS BY OTHERS, FRMING PLN TRUSS BERING EL = 0'-9 /" x BLOCKING, DEPTH TO MTCH WOOD TRUSS BOTTOM CHORD x8 PRESERVTIVE TRETED TOP PLTE,, GENERL HORIZONTL REINFORCING, SCHEDULE & GENERL VERTI REINFORCING, SCHEDULE B.O. BOND BEM EL = 0'-" RCHITECTURL FOR ROOF FINISHING & WTERPROOFING REQUIREMENTS /"Ø TITEN HD MSONRY 8" O.C., /" EMBED. MINIMUM T.O. MSONRY EL = RCH " O.C. GLUE NIL BEM w/ - # CONT. HORIZ. TOP OF MSONRY WLL, T.O. BOND BEM EL = 0'-8" BEM w/ - # CONT. HORIZ. TOP OF MSONRY WLL, RCHITECTURL VENEER, RCHITECTURL DRWINGS & DETILS BEM w/ - # CONT. HORIZ. BRS RCH RCH. WLL REINFORCMENT MY MSONRY LINTEL LOCTIONS, PLNS & DETILS SE: /" = '-0" SE: /" = '-0" SE: /" = '-0" PLN ROOF SHETHING, SHETHING PNEL FOR SIZE & TTCHMENT SIMPSON FRMING NGLE w/ 8-8dx /" " O.C., T.O. CEILING EL = RCH WOOD TRUSS, BY OTHERS x LEDGER w/ /"Øx /" SIMPSON TITEN HEX-HED " O.C. (CENTERED ON CMU REINFORCED CELLS) HORIZONTL REINFORCING, SCHEDULE & GENERL VERTI REINFORCING, SCHEDUL TRUSS PRLLEL TO EXTERIOR WLL B.O. BOND BEM EL = 0'-" STEP DOWN OVERFRMING " O.C., BY OTHERS, w/ SIMPSON VTCR VLLEY TRUSS IP w/ -0dx /" FSTENERS INTO VLLEY TRUSS & -0d FSTENERS INTO SUPPORTING FRMING WOOD TRUSS PRLLEL TO LOD BERING MSONRY WLL, BY OTHERS T.O. BOND BEM EL = 0'-8" PLN. WLL REINFORCMENT MY MSONRY LINTEL LOCTIONS, PLNS & DETILS PLN ROOF TRNSITION ROOF SHETHING, SHETHING PNEL FOR SIZE & TTCHMENT SIMPSON HGM0 w/ -SDS /"x /" HEVY-DUTY CONNECTOR SCREWS TO TRUSS & -/x TITEN SCREWS THROUGH TOP PLTE INTO MSONRY WOOD TRUSS BY OTHERS, FRMING PLN TRUSS BERING EL = 0'-9 /" x8 PRESERVTIVE TRETED TOP PLTE w/ /"Ø TITEN HD MSONRY 8" O.C., /" EMBEDMENT, MINIMUM HORIZONTL REINFORCING, SCHEDULE & GENERL VERTI REINFORCING, SCHEDULE BEM w/ - # CONT. HORIZ. BRS,. B.O. BOND BEM EL = 0'-" STEP DOWN OVERFRMING " O.C., BY OTHERS, w/ SIMPSON VTCR VLLEY TRUSS IP w/ -0dx /" FSTENERS INTO VLLEY TRUSS & -0d FSTENERS INTO SUPPORTING FRMING WOOD TRUSS PRLLEL TO LOD BERING MSONRY WLL, BY OTHERS T.O. BOND BEM EL = 0'-8" SIMPSON HGM0 w/ -SDS /"x /" HEVY-DUTY CONNECTOR SCREWS TO TRUSS & -/x TITEN SCREWS BEM w/ - # CONT. HORIZ. BRS,. PLN. WLL REINFORCMENT MY MSONRY LINTEL LOCTIONS, PLNS & DETILS SE: /" = '-0" SE: /" = '-0" ROOF TRNSITION ROOF SHETHING, SHETHING PNEL FOR SIZE & TTCHMENT WOOD TRUSS BY OTHERS, FRMING PLN TRUSS BERING EL = 0'-9 /" x8 PRESERVTIVE TRETED TOP PLTE w/ /"Ø TITEN HD MSONRY 8" O.C., /" EMBEDMENT, MINIMUM HORIZONTL REINFORCING, SCHEDULE & GENERL VERTI REINFORCING, SCHEDULE BEM w/ - # CONT. HORIZ. BRS,. B.O. BOND BEM EL = 0'-" rchitecture Landscape rchitecture Engineering Interiors 00 Lincoln Mall, Suite 00 Lincoln, NE Fax 0.6 Kansas City, Missouri Fairway, Kansas x STUD WLL w/ SIMPSON FRMING NGLE w/ 9-8dx /" FSTENERS WOOD ROOF TRUSS, BY OTHERS SIMPSON H w/ -8d FSTENERS, x WOOD BLOCKING EL = 0'- /", UON WIDE FLNGE BEM, FRMING PLN FOR SIZE MSONRY WLL BEYOND, FRMING PLNS & STEEL CMU WLL DETILS :. WLL REINFORCMENT NOT SHOWN, STEEL CMU WLL DETILS.. T SIMILR CONDITION, WOOD JOISTS SHLL RUN ON ECH SIDE OF STEEL BEM, FRMING PLN & MEZZNINE SECTIONS FOR ORIENTTION. /6 - MEZZNINE FLOOR SHETHING, FLOOR SHETHING PNELS RIM JOIST TO MTCH, MEZZNINE FRMING PLN WOOD JOISTS, MEZZNINE FRMING PLN T.O. JOIST EL = '-6 /" SIMPSON FRMING NGLE w/ 8-8dx /" " O.C., x8 CONT. TOP PLTE w/ -" SIMPSON STRONG-DRIVE TB WOOD-TO-STEEL " O.C., MXIMUM /"x"xcont. STEEL PLTE STEP DOWN OVERFRMING " O.C., BY OTHERS, w/ SIMPSON VTCR VLLEY TRUSS IP w/ -0dx /" FSTENERS INTO VLLEY TRUSS & -0d FSTENERS INTO SUPPORTING FRMING WOOD TRUSS PRLLEL TO WLL, FRMING PLN SIMPSON H w/ -8d FSTENERS, x WOOD BLOCKING EL = 0'- /", UON WIDE FLNGE BEM, FRMING PLN FOR SIZE MSONRY WLL BEYOND, FRMING PLNS & STEEL CMU WLL DETILS : PLN. WLL REINFORCMENT NOT SHOWN, STEEL CMU WLL DETILS.. EXTENSION OF TRUSS BEYOND TRUSS BERING LOCTION MY VRY BY LOCTION, ND SHLL BE DETERMINED BY TRUSS MNUFCTURER. /6 - ROOF SHETHING, SHETHING PNEL FOR SIZE & TTCHMENT WOOD ROOF TRUSS, BY OTHERS T.O. JOIST EL = '-6 /" x8 CONT. TOP PLTE w/ -" SIMPSON STRONG- " O.C., MX. /"x"xcont. STEEL PLTE -PLY WOOD GIRDER TRUSS, BY OTHERS, MNUFCTURER FOR TTCHMENT WOOD ROOF TRUSS PRLLEL TO BERING WLL, BY OTHERS WOOD ROOF TRUSS BOTTOM CHORD, BY OTHERS EL = 0'- /", UON WIDE FLNGE BEM, FRMING PLN FOR SIZE MSONRY WLL BEYOND, FRMING PLNS & STEEL CMU WLL DETILS : PLN /6 -. WLL REINFORCMENT NOT SHOWN, STEEL CMU WLL DETILS.. MSONRY WLL MY BE ORIENTED PERPENDICULR TO STEEL BEM, FRMING PLNS. MEZZNINE FLOOR SHETHING, FLOOR SHETHING PNELS RIM JOIST TO MTCH, MEZZNINE FRMING PLN WOOD JOISTS, MEZZNINE FRMING PLN T.O. JOIST EL = '-6 /" SIMPSON FRMING NGLE w/ 8-8dx /" " O.C., SIMPSON H w/ -8d FSTENERS, x8 CONT. TOP PLTE w/ -" SIMPSON STRONG-DRIVE TB WOOD-TO-STEEL " O.C., MXIMUM /"x"xcont. STEEL PLTE. WOOD ROOF TRUSS FRMING BEYOND NOT SHOWN, FRMING PLN x8 PRESERVTIVE TRETED WOOD TOP PLTE w/ -" SIMPSON STRONG-DRIVE TB WOOD-TO-STEEL " O.C., MXIMUM /"x"x CONT. STEEL PLTE T.O. JOIST EL = '-6 /" WIDE FLNGE BEM, FRMING PLN FOR SIZE CMU WLL, FOOTING & FOUNDTION PLN FOR SIZE ND MINIMUM REINFORCEMENT MIN BRG 6 S.0 PLN /6 - MEZZNINE FLOOR SHETHING, FLOOR SHETHING PNEL RIM JOIST TO MTCH, MEZZNINE FRMING PLN x0 WOOD JOISTS,, FRMING PLN x8 PRESERVTIVE TRETED WOOD TOP PLTE w/ -" SIMPSON STRONG-DRIVE TB WOOD-TO-STEEL " O.C., MXIMUM EL = 0'- /", UON I DOUBLE NGLE SHER CONNECTION, I DETIL WIDE FLNGE BEM,, FRMING PLN FOR SIZE INTERSECTING STEEL LINTELS NEW OPENING IN EXISTING WLL, RCH EXISTING WOOD TRUSS BEYOND, ROOF FRMING PLN EXISTING /" OSB, F.V. T.O. EXG JOIST EL = '- /" F.V. EXISTING x8 " O.C., F.V. TRNSITION RMP, RCH x LEDGER w/ /"Øx /" SIMPSON TITEN HEX-HED " O.C. EXISTING x WOOD LEDGER B.O. MSONRY LINTEL EL = 08'-8", UON EXISTING MSONRY LINTEL w/ BRICK VENEER 6 TRUSS STEEL BEM TRUSS STEEL BEM 8 TRUSS PRLLEL TO STEEL BEM 9 0 SE: /" = '-0" SE: /" = '-0" SE: /" = '-0" SE: /" = '-0" SE: /" = '-0" EXISTING OPENING ' - 9 /6", F.V. " EXPNSION JOINT, '-0" MX PLN PLN EXISTING CORRIDOR MEZZNINE FLOOR SHETHING, SHIM S REQ'D T NEW OPENING, FLOOR SHETHING PNEL FOR TTCHMENT x0 RIM JOIST w/ SIMPSON " O.C., MX., FRMING PLN x0 WOOD JOISTS, FRMING PLN T.O. JOIST EL = '-6 /" /"Ø TITEN HD MSONRY 8" O.C., /" EMBED. MINIMUM X8 PRESERVTIVE TRETED TOP PLTE KNOCK OUT BOND BEM w/ - # CONT. HORIZ. TOP OF MSONRY WLL VERTI REINFORCING, SIZE TO MTCH WLL REINFORCEMENT - # HORIZ. BOTTOM OF LINTEL BOND BEM, MSONRY LINTEL ELEVTION DETIL 8" CMU WLL BEYOND OPENING, PLNS? #? - # SHEET HISTORY: ISSUED 06/08/0 S PER CONSTRUCTION - DOCUMENTS /6/0 S PER DDENDUM #0 STEP DOWN OVERFRMING " O.C., BY OTHERS, w/ SIMPSON VTCR VLLEY TRUSS IP w/ -0dx /" FSTENERS INTO VLLEY TRUSS & -0d FSTENERS INTO SUPPORTING FRMING () /8"x6 /"x'- /" STEEL BENT ECH FCE OF CONN, w/ (6) /6" Ø HOLES ECH 9 /" /" () /" Ø ECH SIDE OF CONN, TOTL WIDE FLNGE BEM, FRMING PLN FOR SIZE () /"Øx8" HEDED " O.C. KNOCK-OUT BOND BEM SCHEDULE FOR REINFORCEMENT MSONRY WLL, FOOTING & FOUNDTION PLN ROOF FINISHING SSEMBLY, RCH ROOF SHETHING, SHETHING PNEL FOR SIZE & TTCHMENT VRIES, PLN /" " 6 /" /" /" /" GGE / / E SIDE ROOF SHETHING, SHETHING PNEL FOR SIZE & TTCHMENT x8 NILER w/ -" SIMPSON STRONG DRIVE TB WOOD- TO-STEEL " O.C., MX. () /" Ø BOLTS WIDE FLNGE STEEL BEM, COPE S REQUIRED, FRMING PLN & ELEVTIONS, SINGLE PLTE SHER CONNECTION, I DETIL & SCHEDULE : BEM BERING ON LIBRRY x BLOCKING,, TRIM S REQUIRED, GENERL FOR TTCHMENT BRICK VENEER, RCH RCH. WLL REINFORCMENT NOT SHOWN, MSONRY WLL REINF SCHEDULE.. STEEL CMU WLL FOR BERING PLTE REQUIREMENTS x RFTER, FRMING PLN & GENERL ROOF FRMING /6 - x BLOCKING, SIMPSON H. TIE w/ - 8d /" FSTENERS TO TRUSS & - 8dx /" FSTENERS TO TOP PLTES, x6 CONT. TOP PLTE w/ -" SIMPSON STRONG- " O.C., MX. /"x"xcont. STEEL PLTE WIDE FLNGE BEM, FRMING PLN FOR SIZE HSS STEEL COLUMN, COLUMN & FOOTING SCHEDULE & FRMING ELEVTIONS HSS STEEL BEM, FRMING ELEVTIONS WIDE FLNGE STEEL BEM, FRMING PLN & ELEVTIONS DOUBLE NGLE SHER CONNECTION, I DETIL & SCHEDULE /" " O.C. /" CONTINUOUS WOOD BLOCKING TO FORM PEK, TRIM & TTCH S REQUIRED ROOF FINSHING, RCH ROOF SHETHING, SHETHING PNEL FOR SIZE & TTCHMENT x WOOD RFTER & SIMPSON B SLOPED & SKEWED SET TOP FLNGE HNGER, BEYOND, ROOF & LOW LIBRRY FRMING PLN WIDE FLNGE STEEL BEM, ROOF & LOW LIBRRY FRMING PLN SCHEDULE /" /" " /" " /" SINGLE PLTE SHER CONNECTION, I DETIL & SCHEDULE WIDE FLNGE STEEL BEM, FRMING PLN & ELEVTIONS /8" STEEL BENT PLTE, COLUMN TO TOP OF HSS CONN DETIL FOR DIMENSIONS & TTCHMENT REQUIREMENTS ECH SIDE, SCHEDULE x8 CONT. TOP PLTE w/ -" SIMPSON STRONG- " O.C., MX. x WOOD RFTER, ROOF & LOW LIBRRY FRMING PLN SIMPSON B SLOPED & SKEWED SET TOP FLNGE HNGER w/ 0-0dx /" FSTENERS TO TOP NILER & -0dx /" FSTENERS TO TRUSS TOP CHORD, RCHITECTURL FOR SLOPE DETILS, ROOF & LOW LIBRRY FRMING PLN FOR PPROXIMTE DEG. SKEW ORIENTTION. x BLOCKING NOT SHOWN, LIBRRY HIGH ROOF FRMING PLN & GENERL ROOF FRMING BRICK VENEER, RCH L6xx/"x CONT. (LLV) STEEL NGLE BRICK SUPPORT w/ /" FITTED STIFFENER " O.C. /6 ROOF SHETHING, SHETHING PNEL FOR SIZE & TTCHMENT PRE-ENGINEERED WOOD ROOF TRUSS, ROOF & LOW LIBRRY FRMING PLN, PL/"x"x'- /" STEEL PLTE HORIZ. BRICK LEDGE, WELDED TO FITTED STIFFENER PLTE w/ /6" SHOP FILLET WELD, RCH FOR PROFILE BRICK VENEER, RCH SLOPED, PLN STEEL BEM, LIBRRY HIGH ROOF FRMING PLN STIFFENER PLTE HORIZ. LEDGE PLTE RCH /" RCH 8 /" /6 /6 x BLOCKING, HSS STEEL COLUMN, BEYOND, FRMING PLN /8" Ø THROUGH 6" O.C. 6 G IP NGLE FOR BLOCKING TTCHMENT TO DJCENT STEEL STUDS, FSTENERS TO PENETRTE FULL DEPTH OF BLOCKING 6 G STEEL STUDS NOT SHOWN FOR RITY PRECST CONCRETE CPSTONE, RCHITECTURL FOR DETILS & TTCHMENT REQUIREMENTS 6 G STEEL STUDS, RCHITECTURL /8"x8"xCONT. STEEL PLTE ROOF SHETHING, SHETHING PNEL FOR SIZE & TTCHMENT / - /" NGLED STEEL STIFFENER '-0" O.C., MX. BRICK VENEER, RCH L6xx/"x CONT. (LLV) STEEL NGLE BRICK SUPPORT w/ /" FITTED STIFFENER " O.C. ROOF SHETHING, SHETHING PNEL FOR SIZE & TTCHMENT x0 PRE-ENGINEERED WOOD ROOF TRUSS TOP CHORD, ROOF & LOW LIBRRY FRMING PLN, BLOCKING BY PRE- ENGINEERED WOOD TRUSS MNUFCTURER, WIDE FLNGE BEM, FRMING PLN FOR SIZE SE: /" = '-0" SE: /" = '-0" SE: /" = '-0" SE: /" = '-0" RFTER LOW ROOF STEEL BEM TO HSS BEM CONN HIP ROOF PEK SLOPED STEEL LINTEL BRICK SUPPORT CONTINUOUS WOOD BLOCKING TO FORM PEK, TRIM & TTCH S REQUIRED ROOF FINSHING, RCH ROOF SHETHING, SHETHING PNEL FOR SIZE & TTCHMENT SIMPSON B SLOPED SET TOP FLNGE HNGER w/ 0-0dx /" FSTENERS TO TOP NILER & -0dx /" FSTENERS TO TRUSS TOP CHORD x WOOD RFTER, LIBRRY HIGH ROOF FRMING PLN, 6 8 SE: /" = '-0" SE: /" = '-0" SE: /" = '-0" SE: /" = '-0" 0 LIBRRY ENDWLL RCH x8 CONT. TOP PLTE w/ -" SIMPSON STRONG- " O.C., MX. /"x /"xcont. STEEL PLTE /6 - x BLOCKING, TRUSS LIBRRY ENDWLL LIBRRY GBLE PEK /8" Ø THROUGH 6" O.C. SIMPSON B SLOPED SET TOP FLNGE HNGER w/ 0-0dx /" FSTENERS TO TOP NILER & -0dx /" FSTENERS TO TRUSS TOP CHORD x8 CONT. TOP PLTE w/ -" SIMPSON STRONG- " O.C., MX. x BLOCKING, LIBRRY HIGH ROOF FRMING PLN & GENERL ROOF FRMING WIDE FLNGE STEEL BEM, LIBRRY HIGH ROOF FRMING PLN ROOF FINISHING, RCH ROOF SHETHING, SHETHING PNEL x BLOCKING, PERFORTE S REQUIRED TO NECESITTE IR FLOW, RCH, TTCHMENT PER GENERL x BLOCKING,, TRIM S REQUIRED EL = 8'-0 /8" BRICK VENEER, RCH /6 - Lxx/"xCONT. STEEL NGLE w/ - " SIMPSON STRONG- " O.C., MX. L6xx/"x CONT. (LLV) STEEL NGLE BRICK SUPPORT w/ /" FITTED STIFFENER " O.C. ROOF SHETHING, SHETHING PNEL FOR SIZE & TTCHMENT x WOOD RFTER, ROOF & LOW LIBRRY FRMING PLN, x BLOCKING, GENERL ROOF FRMING SIMPSON JB0 SLOPED SET TOP FLNGE HNGER w/ 6-0dx /" FSTENERS TO TOP NILER & S-0dx /" FSTENERS TO TRUSS TOP CHORD 9 SE: /" = '-0" SIMPSON FRMING NGLE w/ 8-8dx /" " O.C., x8 CONT. TOP PLTE w/ -" SIMPSON STRONG- " O.C., MX. /6 - /6 - SIMPSON H w/ -8d FSTENERS, x WOOD RFTER, NOTCH S REQUIRED, LIBRRY HIGH ROOF FRMING PLN /"x6 /"xcont. STEEL PLTE x8 CONT. TOP PLTE w/ -" SIMPSON STRONG- " O.C., MX. RCH WLL SHETHING, RCH x BLOCKING, /8" Ø THROUGH 6" O.C. x8 CONT. TOP PLTE w/ -" SIMPSON STRONG- " O.C., MX. VRIES, ELEV /"x6 /"xcont. STEEL PLTE STEEL TRUSS, FRMING ELEVTIONS & DETILS RCHITECTURL DRWINGS FOR NON- STRUCTURL WLL SECTION DETILS & DIMENSIONS RFTER LIBRRY ERSTORY Construction Documents North merican Martyrs 0 Isaac Drive Lincoln, NE 68 June 8, 0 Framing Details S.0