Prospective Bidders. Wold Architects and Engineers

Transcription

1 NUM Page of 2 To: rom: Prospective idders Wold rchitects and ngineers ate: pril 27, 206 omm. No: Subject: ddendum No. for idding ocuments for the Masonry and lashing Repairs at: Huntley High School, Heineman Middle School, and Marlowe Middle School Huntley ommunity School istrict #58 IS U MY 2, 206 T 3:00 PM This addendum forms a part of the ontract ocuments dated pril 4, 206. cknowledge receipt of this ddendum on the space provided on the id orm. ailure to do so may result in disqualification of id. This ddendum consists of two (2) typed sheets and attachments: Sheets:.53, 2.0, and PROJT MNUL. SPIITION STION 0 00 SUMMRY O TH WORK. Paragraph.07() as follows:. Immediately prior to starting work, the Owner will document the existing conditions of the building exterior and site photographically, paying particular attention to existing areas of damage. These photographs will be used to determine damages to the building and site caused by construction operations. The ontractor shall repair any and all damages to the building or site attributable to their construction operations. 2. SPIITION STION MSONRY RPIRS. t Paragraph 2.02 ()()(b): ) LT manufacturer information at rick No. and rick No. 2. 2) the following note: The Owner will provide all acing rick as required for this Project for installation by the ontractor. The Owner will have the acing rick delivered to a single location at ground level of each building site agreeable to both the Owner and ontractor.. t Paragraph 2.02 ()(2)(b): ) LT manufacturer information at Split-ace oncrete lock.

2 NUM Page 2 of 2 2) the following note: The Owner will provide all Split-ace oncrete lock for this Project for installation by the ontractor. The Owner will have the Split-ace oncrete lock delivered to a single location at ground level on the building site agreeable to both the Owner and ontractor.. Paragraph 2.02 ()(3) as follows: 3. Smooth-ace oncrete lock a. Quality:. Hollow loadbearing units: STM 90, Grade N-, normal weight. Type I. 2. oncrete building brick: STM 55, Grade N, normal weight. Type I. b. Prism strength: f'm =,500 psi. c. Shapes: Provide plain shapes in dimensions as required.. Paragraph 3.06 (Q) as follows: Q. t locations where new veneer units will be concealed behind new or existing roof membranes, provide smooth-face concrete block in lieu of brick or split-face block. ield-coordinate locations. SH. SHT.53 MRLOW MIL SHOOL ROO PLN. Sheet reissued by this ddendum. xtent of ase id through wall flashing repair work clarified. (ashed lines that could be interpreted to be through wall flashing repair work have been removed.) 2. SHT 2.0 SHOOL XTRIOR LVTIONS. Sheet reissued by this ddendum. detail reference 4/ and note has been added to rawing 7 on this sheet. 3. SHT MRLOW MIL SHOOL XTRIOR LVTIONS. Sheet reissued by this ddendum. detail reference 4/ and note has been added to rawing 2 on this sheet. 4. SHT TYPIL. Sheet reissued by this ddendum. ) t rawing a note describing brick and architectural precast salvage requirements has been revised. 2) rawing 4 has been added to the sheet. N O NUM #

3 MSONRY N LSHING 23 RPIRS lm St. T: HUNTLY nytown, US 2345 HIGH SHOOL, SHOOL, N MRLOW MIL SHOOL HUNTLY OMMUNITY SHOOL ISTRIT # cademic rive lgonquin, TYPIL O (2) LOTIONS SIM (T LINTL OV OOR) TYPIL O (3) LOUVRS ON THIS WLL LVTION GNRL NO: :\Users\pjegan\ocuments\63025_masonry and flashing drawings (central)_jlafrenz.rvt entral: L:\S_Huntley\63025_Masonry and lashing Repairs\63025_masonry and flashing drawings 4/27/206 2:45:35 PM 2 MRLOW MIL SHOOL ROO PLN " = 20'-0" 0 5' 30' V POWR VL T MULTIPL POIN ON ROO. ONTRTOR TO PROVI POWR ORS S RQUIR. POTL WTR IS VL T MULTIPL POIN. ONTRTOR TO PROVI HOSS S RQUIR. 3. MSONRY VNR UNI TO RMOV/RPL R TYPILLY UTITY SIZ RIK. 4. S LSO XTRIOR LVTION RWINGS OR WORK T XTRIOR WLL O TH UING. MIL SHOOL ROO LGN XXXXX X XXXX NO IMG INLU WITHIN PROJT MNUL (N WORK SRI THRIN). NO T O ONSTRUTION INLU ON RWING SHT. NO THROUGH WLL LSHING RPIR WORK TO INLU IN S I. S TYPIL / & 4/ RHITT omm: ate: rawn: heck: /4/206 T STROMSWOL ate 4/8/206 MRLOW MIL SHOOL ROO PLN ddendum pril 27,

4 MSONRY N LSHING 23 RPIRS lm St. T: HUNTLY nytown, US 2345 HIGH SHOOL, SHOOL, N MRLOW MIL SHOOL NOT: IMNSION INI LNGTH O P.. ONRT STION TO RMOV N RINSTLL, TYP. (0'-4") HUNTLY OMMUNITY SHOOL ISTRIT # cademic rive lgonquin, TYP. NOT: THIS T ONITION (4/) IS TYPIL T LL NS O PRST ONRT P. ST LVTION /6" = '-0" 0 2' 24' 7 NLRG LVTION, TYP. /8" = '-0" 0 6' 2' ('-8") ('-8") (3'-6") (40') (9'-0") (0'-4") WST LVTION /6" = '-0" 0 2' 24' (0'-4") PNTHOUS YON 3 6 :\Users\pjegan\ocuments\63025_masonry and flashing drawings (central)_jlafrenz.rvt entral: L:\S_Huntley\63025_Masonry and lashing Repairs\63025_masonry and flashing drawings 4/27/206 2:45:20 PM SOUTH LVTION /6" = '-0" 0 2' 24' ('-8") (25') RV 2.0 RHITT omm: ate: rawn: heck: /4/206 T STROMSWOL ate 4/8/206 ddendum pril 27, 206 SHOOL- XTRIOR LVTIONS NORTH LVTION /6" = '-0" 0 2' 24' 2.0 LVTION KYPLN 2.0

5 (4'-0") (4'-0") (4'-9") NOT: IMNSION INI LNGTH O P.. ONRT STION TO RMOV N RINSTLL, TYP. MSONRY N LSHING 23 RPIRS lm St. T: HUNTLY nytown, US 2345 HIGH SHOOL, SHOOL, N MRLOW MIL SHOOL HUNTLY OMMUNITY SHOOL ISTRIT # cademic rive lgonquin, 6002 NORTH LVTION /6" = '-0" 0 2' 24' 2 (3'-6") (29''-6") (9'-4") (9'-0") (5'-) (8'-6") (0'-4") SOUTH LVTION /6" = '-0" 0 2' 24' ('-9") (5'-6") (8'-7") (4'-8") (0'-4") (4'-4") ST LVTION /6" = '-0" 0 2' 24' (4'-9") ('-8") (2'-6") (25') (9'-0") WST LVTION /6" = '-0" 0 2' 24' :\Users\pjegan\ocuments\63025_masonry and flashing drawings (central)_jlafrenz.rvt entral: L:\S_Huntley\63025_Masonry and lashing Repairs\63025_masonry and flashing drawings 4/27/206 2:44:56 PM 4 TYP. NOT: THIS T ONITION (4/) IS TYPIL T LL NS O PRST ONRT P. 2 NLRG LVTION, TYP. /8" = '-0" 0 6' 2' RV RHITT omm: ate: rawn: heck: /4/206 KYPLN T STROMSWOL ate 4/8/206 MRLOW MIL SHOOL- XTRIOR LVTIONS ddendum pril 27, 206 LVTION KYPLN 3

6 IL VRIY TUL VITY PTH (T H OURN- PTH MY VRY) XISTING ON LK K-UP WLL XISTING VITY WLL INSULTION MORTR NT NW VITY WLL INSULTION OVR NW LXIL LSHING ONTINUOUS STINLSS STL TRMINTION R MHNILLY O.., WITH MSTI T TOP, TYP. LXIL LSHING- STOPS HORIZONTLLY UNR TRMINTION R N XTNS OWN VRTILLY N HORIZ TO YLIGHT MSONRY N LSHING 23 RPIRS lm St. T: HUNTLY nytown, US 2345 HIGH SHOOL, SHOOL, N MRLOW MIL SHOOL XISTING. LK K-UP WLL XISTING MSONRY VNR SPLIT LOK LL 6" O.., TYP. XISTING MSONRY VNR TO RMIN 26 G GLVNIZ SHT MTL LOSUR W/ SLOP 45 GR SUR THRU VITY TO SUPPORT LXIL LSHING. 8" O.. TO XISTING MSONRY K-UP WLL. UNRN OLS TO NSUR PROPR ONTT WITH MSONRY LOW. HUNTLY OMMUNITY SHOOL ISTRIT # cademic rive lgonquin, 6002 PRRIT N M MORTR NT NW TRMINTION R MHNILLY STN T O.. UT N RPL XISTING RIGI INSULTION WITH NW.5" RIGI INSULTION TO INSTLL NW LSHING MSONRY VNR TO RMOV N RPL XISTING MSONRY VNR TO RMIN PROVI LXIL LSHING UP N OVR JOINT RINSTLL NW MSONRY VNR WHR RMOV OR NW WORK 8" (TYP.) " GP +/- / NW GLVNIZ SHT MTL LOSUR RIGING WLL VITY TO PROVI SUPPORT OR NW LXIL LSHING. NHOR TO. LK K-UP WLL T 8" O... UNRN OLS TO NSUR PROPR ONTT WITH MSONRY LOW. NW LXIL LSHING LL VNT T 6" O.., TYP. NW PR-INISH MTL RIVR ST IN MSTI. PROVI MSTI T N LP ONITIONS. PR-INISH MTL RIVR ST RIVR N SHT MTL LOSUR IN ONTINUOUS MSTI. 7" NOT: WHR N MS R ONL HIN ONSTRUTION TO RMIN S 7/ PRRIT N-M 3" XISTING ROO MMRN TRMINTION R 26 G GLVNIZ SHT MTL LOSUR- LI OVR LOWR N M 3" NW PR-INISH MTL OUNTRLSHING. PRINISH MTL OUNTRLSHING- OVRLP JOIN MIN 4", NHOR W/ S ST SRWS W/ NOPRN 2'- 0" O.., TYP. ROOING SYSTM S OURS TYPIL THRU-WLL LSHING RPIR T 3" = '-0" 0 3" 6" NOT: T SIMR LOTION TH VNR TO RMOV N RPL IS RIK IN UTITY SIZ PRRIT N M ROOING MMRN ROO MMRN TRMINTION R (Y OTHRS- OORINT LOTIONS WITH ROOING ONTRTOR) 4 TYPIL THRU-WLL LSHING XON NOT TO SL NOT: INSI ORNRS R SIMR PR-RIT OUI ORNR, TYP. MITR ORNR T OUNTR-LSHING NW RIK- MTH XISTING JOINT PTTRN XISTING. LK K-UP WLL XISTING 4" RIK MORTR NT NW TRMINTION R MHNILLY STN T O.. UT N RPL XISTING RIGI INSULTION WITH NW.5" RIGI INSULTION TO INSTLL NW LSHING INSTLL KR RO N SLNT T ONTROL JOINT PRRIT N M T N O GLVNIZ SHT MTL LOSUR LL VN T 24" O.., TYP. PRINISH MTL RIP G INSTLL KR RO N SLNT TWN STIONS O PRST ONRT P TO RMOV N RINSTLL RINSTLL RH PRST ONRT P :\Users\pjegan\ocuments\63025_masonry and flashing drawings (central)_jlafrenz.rvt entral: L:\S_Huntley\63025_Masonry and lashing Repairs\63025_masonry and flashing drawings 4/27/206 2:43:37 PM NW GLVNIZ SHT MTL LOSUR RIGING WLL VITY TO PROVI SUPPORT OR NW LXIL LSHING. NHOR TO. LK K-UP WLL T 8" O... UNRN OLS TO NSUR PROPR ONTT WITH MSONRY LOW. LL 24" O.. XISTING RIK N RH PRST ONRT P TO RMOV. SLVG P OR RINSTLLTION N INSTLL NW RIK. PRINISH MTL RIP G W/ HMM G VNR NHOR OR XISTING MSONRY (H-200 OR QUL) T 6" O.., TYP. NOT: STIONS O PRST ONRT P TYPILLY 3' LONG XISTING MTL N LXIL LSHING TO MOLISH LXIL LSHING XISTING RIK &. LK 4 TYPIL ONITION T N O PRST ONRT P / = '-0" VITY PTH x 2 0 6" ' NOT: TR RITION N M IS TO HOT-IP GLVNIZ SOLR T UT SOLR T UT LP UNR SHT MTL LOSUR. MIN. NOT: INSI ORNRS R SIMR N R LSO TO PR-RIT WITH SOLR ONNTION TRMINTION R PR RIT N M ITIONL LYR LXIL LSHING- OL TO IT NOT: OR LRITY NOT LL MTRILS R SHOWN. N M RSS HIN OTHR MTRIL ROP WP- HR TO INSI ORNR O LXIL LSHING RHITT omm: ate: rawn: heck: /4/206 T STROMSWOL ate 4/8/206 TYPIL ddendum pril 27, 206 TYPIL THRU- WLL LSHING RPIR T T MIL SHOOLS 3" = '-0" 0 3" 6" 4 VITY PTH (x) NOT TO SL 45 VITY PTH (x) 45 TYPIL PRRIT N M T 8" 5 TYPIL PR-RIT OUI ORNR NOT TO SL SOLR T N 7 TYPIL ONL N M ONITION NOT TO SL