Loading...
HomeMy WebLinkAboutLecesse O and Ms - Division 04LECESSE CONSTRUCTION The Power of Partnership Job: 14-0298 Stone Quarry Apartments 400 Spencer Road Ithaca, NY Submittal Spec Section No: 042200-2.4A Submittal No: Revision No: RO Sent Date: 10/22/14 Required From Sub: 10/20/14 Approved By Architect: Spec Section Title: Concrete Unit Masonry Submittal Title: Concrete Masonry Unit PD subcontractor:Catenary Construction Corp Primary Contact: William Farmer Phone Number: 585-454-4140 Supplier/Manufacturer: Phelps Cement Products If this box is checked this submittal may differ from the plans and specs because there is a contract clarification that applies to this submittal Ell Notes: General Contractor: LECESSE Construction Services LLC 75 Thruway Park Drive West Henrietta, NY 14586 Ph : 585-334-4490 Subcontractor Stamp LECESSE Stamp I HAVE PERSONALLY REVIEWED THIS SUBMITTAL AND IN MY ESTIMATION THIS DOCUMENT FULFILLS THE INTENT OF THE PLANS AND SPECIFICATIONS AND IS APPROVED FOR SUBMISSION. LECESSE CONSTRUCTION SERVICES LLC BY: Jason Socola Architect/Engineer Stamp Catenary Construction Corp 112 Hudson Ave Rochester NY 14620 SUBMITTAL COVER SHEET CONTRACTOR: CATENARY CONSTRUCTION CORPORATION CONTRACTORS PROJECT NO:_ 141350 SUBMITTAL NO: DATE OF SUBMITTAL: 10/22/14 SUBCONTRACTOR: SUBMITTAL DESCRIPTION: REGULAR WEIGHT BLOCK/CMU RESUBMITTAL: Y N SUBSTITUTION: SHOP DRAWING TITLE: NO: REVISION NO: PRODUCT DATA, TESTS, SCHEDULES: SAMPLES: DATE: //z, -4e -e, 61z2A, MANUFACTURER: PHELPS CEMENT PRODUCTS ADDRESS: PHELPS, NY REFERENCES: SPEC. SECTION — PAGE: 42000-6 PARAGRAPH(S) 2.4 CONTRACT DRAWING(S): ROOM NO. (S) CONTRACTORS STAMP Catenary Construction Corp. APPROVED FOR SUBMISSION SUBMITTAL #: JOB: Stone Ouarry Apartments DATE: PAGE: ITEM: MASONRY APPROVED BY: WWF PRIORITY: CRITICAL RUSH ROUTINE ARCHITECTS STAMP REMARKS: FROM: TO:15854544182 00/26/2012 15:48:24 #3087 P.002/002 PHELPS CEMENT PRODUCTS, INC. Justin Hoots Sales South Newark Street PO Box 40 Phelps. NY 14532 Telephone 315/548-2221 Fax 315/548-2235 Date: September 26,2012 RE Siv Gentlemen: We certify that our sand and gravel (ASTM (>33) standard concrete masonry units solid block will meet or exceed ASTM C-90-2006. Type 1 and ASTM C-55 specifications for the above mentioned project. Yours Truly, PHELPS CEM PRODUCTS, INC. Sales aers Signed afore me dds 414 day o* Billie JO Dunce SILLIE L BUPICE *lel Stliet:11 Nato Yet Nix 01 aU6i1670/ Qualified Ontatio County Coromfesion Qaplimal(d16120/8 CME Associates, Inc. 385 Sherman Street Rochester, New York 14606 (585) 254-8740 (585) 254-1351 (Fax) www.cmeassociates.com CONCRETE MASONRY UNIT TEST REPORT (ASTM C-140) CLIENT: Essroc PROJECT: ASTM C-140 Laboratory Testing DATE: 03/27/14 MATERIAL DATA & SPE'Il SOURCE: Phelps Cement Products ATTENTION: Mike Alfieri REPORT NO.: 36731 M-10-0314 PAGE 1 OF 1 ATIONS DATE MADE: DATE SAMPLED: DATE TESTED not provided 03/24/14 03/27/14 ASTM C-90 SPECIFICATIONS Density Classification: Maximum Water Absorption Minimum Net Area Compressive Strength Normal Weight Average of 3 Units 18 pcf .Individual Units: 20 pcf Average of 3 Units: 2000 psi Individual Units: 1800 psi Oven Dry Density > 125, Nominal Width: 8 inc Minimum Face Shell Thickness 1 174 inch Minimum Web Thickness: 3/4 inch PHYSICAL TEST RESULTS Sample ID Length (in.) Width (in.) Height (i)' Min. FST (in.) Min. Web Thickness (€I Gross Area (s. in.) Avg. Net Area (sq. in.) Unit Weight (Pe. Ab orption (Pe Rcv'd Moist. Cont. ( /0 of Abs.), Sample I Total Load (1b1 Net Compressive Strength (psi) Dan Stern Senior Laboratory Technician 15.56 7.66 7.64 1.30 1.03 119.19 63.78 134.80 9.3 72.4 4 273000 4280 2 15.59 7.67 7.66 1.34 1.06 1 19.58 60.00 134.70 9.2 35.2 5 249000 4150 3 15.63 7.66 7.66 1.33 1.03 1 19.73 60.00 134.70 9.2 95.7 210500 Average of 3 Units 15.59 7.66 7.65 .32 1.04 119.50 61.26 134.70 9.2 47.8 Average 3 Units 244167 3980 CME Associates, Inc. 385 Sherman Street Rochester, New York 14606 (585) 254-8740 (585) 254-1351 (Fax) www.cmeassociates.corn CONCRETE MASONRY UNIT TEST REPORT (ASTM C-140) CLIENT: Essroc PROJECT: ASTM C-140 Laboratory Testing DATE: 03/27/14 ATTENTION: Mike Alfieri REPORT NO.: 36731M-11-0314 PAGE 1 OF 1 F UN TS: 1,,a,imgER SOURCE: Phel s Cement Products 10x8x16-irleh ATERIAL DATA & SPECIFICATIONS DATE MADE: DATE SAMPLED: DATE TESTED not provided 03/24/14 03/27/14 ASTM C-90 SPECIFICATIONS Density Classification: Maximum Water Absorption Minimum Net Area Compressive Strength No_r_rnal Wei8ht Average of 3 Units: 18 pcf Individual Units: 20 pcf Average of 3 Units 2000pai In vidual UnitS: 1800 psi Oven Oty Detisit)y > 125 pcf Nominal Width: 10 inch Minimum Face Shell Thickness: 1 1/4 inch Minimum Web Thickness: 3/4 inch PHYSICAL TEST RESULTS Sam* ID Length (in.) Width (in.) Height (in.) Min. FST (in.) Min. Web Thickness (in.) Gross Area (sq. in.) Avg, Net Area (sq. in.) Unit Weight (pet) Absorption (pet) Rcv'd Most Cont. (% of Abs.) Sant pie ID Total Load (Ibf) Net Compressive Strength (psi) Dan Stern Senior Laboratory Technician 1 15.59 9.65 7.64 1.32 1.19 150.44 70.34 135.87 8.3 30.0 4 446500 6350 2 15.59 9.65 7.64 1.32 1.18 150.44 71.92 135.15 9.1 44.8 5 450000 6260 3 15.61 9.67 7.67 1.32 1.18 150.95 69.84 138.23 7.7 46.9 6 419000 6000 Average of 3 Units 15.60 9.66 7.65 1.32 1.18 150.61 70.70 136.42 8.4 40.6 Average 3 Units 438500 6200 CME Associates, Inc. 385 Sherman Street Rochester, New York 14606 585 254-8740 585 254-1351 (Fax) www.cmeassociates.com CONCRETE MASONRY UNIT TEST REPORT (ASTM C-140) CLIENT: Essroc PROJECT: ASTM C-140 Laboratory Testing DATE: 3/27/14 ATTENTION: Mike Alfieri REPORT NO.: 36731M-12-0314 PAGE 1 OF 2 MATERIAL DATA & SPECIFICATIONS ypE or UNITS. 12" 8" x 16" (Normal Weig NUN L FP I SOURCE: Phelps Cement Products APPLICABLE SPECIFICATIONS: ASTM C-90 DATE MADE: Not Provided DATE SAMPLE 3/24/14 DATE TESTED: 3/27/14 REQUIRED NET COMPRESSIVE STRENGTH Average: 2000 psi Individual: 1800 psi PHYSICAL TEST RESULTS ID 1,etigth (in.) Width (in.) Height (in.) Min. FST (in.) Min. Web Thickness (in.) Gross Area (sq. in.) Avg. Net Area (sq. in.) Unit Weight (pcf) Absorption (pet) Rcy'd Moist. Cont. (% of Abs.) ID Total Load (lb° Net Compressive Strength (psi) 1 15.58 11.65 7.66 1.32 1.21 181,51 80.31 133.55 9.70 38.3 4 30780 4590 2 15.58 11.66 7.66 1.34 1.22 181.66 80.31 134.17 9.50 40.4 5 31880 4700 3 15 56 AVERAGE 3 Units 15.57 11.65 11.65 7.66 7.66 1.34 1.22 1.33 1.22 181.27 181.48 80.76 80.46 133.92 133.88 9.50 9.60 38.5 39.1 6 33270 4800 *Average of 3 **Individual Unit Average 3 Units 31980 4760 C-90 Requirements 1.25 0.75 1 8*/20 CME Associates, Inc. 385 Sherman Street Rochester, New York 14606 585 254-8740 (585) 254-1351 (Fax) www.cmeassociates.com CONCRETE MASONRY UNIT TEST REPORT (ASTM C-140) CLIENT: Essroc PROJECT: ASTM C -I40 Laboratory Testing DATE: 3/27/14 ATTENTION: Mike Alfieri REPORT NO.: 36731M- 12-0314 PAGE 2 OF 2 Sample ID Length (in.)* Width (in.)* Height (in.)* Min. FST (in.) EWT (indif) Gross Area (sq. in.) Avg. Net Area (sq. in Unit Weight (pcf) Absorption (pc f) Moist. Cont. (% of Abs.) PHYSICAL TEST RESULTS 1 2 5.08 5.14 Sample ID Total Load (lbf) Net Compressive Strength (psi) 6.71 4 30780 3810 * 1:2:4 coupons were saw cut from the faceshells. Dan Stern Senior Laboratory Technician 6.78 5 31880 3710 3 5.25 1.32 2.83 6.93 AVERAGE 3 Units 5.16 1.32 2.78 6 33270 3710 6.81 Average 3 Units 3 1 980 4760 cba 12-15-14 Ph : 585-334-4490 75 Thruway Park Drive West Henrietta, NY 14586 14-0298 Stone Quarry Apartments 400 Spencer Road Ithaca, NY Submittal Revision No: Sent Date: 334000.2 Submittal No: Spec Section No:Job: Required From Sub: Approved By Architect: 10/20/14 Spec Section Title:Sirk Submittal Title:Storm Sewer Structures PD/SD Subcontractor: Primary Contact: Phone Number: Supplier/Manufacturer: If this box is checked this submittal may differ from the plans and specs Notes: Subcontractor Stamp LECESSE Stamp Architect/Engineer Stamp LECESSE Construction Services LLC General Contractor: •• •• •••••••••••••••••• IHAVEPERSONALLYREVIEWEDTHISSUBMITTAL ANDINMYESTIMATIONTHISDOCUMENTFULFILLS THEINTENTOFTHEPLANSANDSPECIFICATIONS ANDISAPPROVEDFORSUBMISSION. LECESSECONSTRUCTIONSERVICESLLC BY:DrewJohnsonJason Socola Bob Davies Driscoll Masonry 315-685-5793 Crystalline Waterproofing Crystalline Waterproofing PD 312000-2.1A 10/24/14 R0 Vandex x Submitting as an equal product. There is not cost differences. Subcontractor believes this to be a superior product and has used on multiple HOLT jobs. 044330 R0 4/29/15 Bluestone for Muse Planters Lakeview Lawn & Landscape Sarah McCormick (585) 394-6701 Hobart Stone Dealers REJECTED MAKE CORRECTIONS NOTED REVISE AND RESUBMIT SUBMISSION SECOND TROWBRIDGE WOLF MICHAELS LLP Landscape Architects 1001 W. Seneca St., Suite 101 Ithaca, NY 14850 Checking is only for general conformance with design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work with that of all other trades and the satisfactory performance of his work. By: Margot D. Chiuten, RLA ASLA Date NO EXCEPTION TAKEN THIRDFIRST œ“«ÀiÃÈÛiÊ-ÌÀi˜}̅Ê>VÀœÃÃÊ-ÌÀ>Ì>Ê°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°£Ç]{ääʏLðÊ*°-°° œ“«ÀiÃÈÛiÊ-ÌÀi˜}̅Ê܈̅Ê-ÌÀ>Ì>Ê°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°£ä]ÓääʏLðÊ*°-°° iÝÕÀ>Ê-ÌÀi˜}̅Ê>VÀœÃÃÊ-ÌÀ>Ì>Ê°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°Ó]£ÓäʏLðÊ*°-°° iÝÕÀ>Ê-ÌÀi˜}̅Ê܈̅Ê-ÌÀ>Ì>Ê°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°£]ÈääʏLðÊ*°-°° Lܫ̈œ˜Ê,iÈÃÌ>˜ViÊ>Ê6>ÕiÊ°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°{™ *…ÞÈV>Ê>˜`Ê …i“ˆV>Ê*Àœ«iÀ̈iÃʜvÊ ÕiÃ̜˜i\   "'   "!!   "!     '     &&&"#%$%"!" "#% %"! #$ ! …i“ˆV>Ê˜>ÞÈÃ\ -ˆˆV>Ê°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°ÇÇ°Èä¯ Õ“ˆ˜Õ“Ê°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°™°x£¯ Àœ˜Ê"݈`iÊ°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°Î°Ó™¯ /ˆÌ>˜ˆÕ“Ê"݈`iÊ°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°Èä¯Ê >`ˆÕ“Ê"݈`iÊ°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°Ó°Îä¯Ê >}˜iÈՓÊ"݈`iÊ°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°£°{£¯Ê Ž>ˆiÃÊ°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°£°n£¯Ê -Տ«…ÕÀÊ/ÀˆœÝˆ`iÊ°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°£ä¯ œÃÃʜ˜Ê}˜ˆÌˆœ˜Ê°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°Î°Óä¯Ê Ê LÜÀ«Ìˆœ˜Ê/iÃÌÊ°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°£°xÇ¯Ê -Փ“>ÀÞʜvÊ-/Ê £ÇäÊ œ“«ÀiÃÈÛiÊ-ÌÀi}̅ʜvÊ ÕiÃ̜˜iÊ-«iVˆ“i˜Ã   "'   "!!   "!     '     &&&"#%$%"!" "#% %"! #$ ! 19,919 1,807 9.1% œ>`ˆ˜}Ê ˆÀiV̈œ˜ÊÌœÊ i``ˆ˜}Ê*>˜i\ /iÃÌÊ œ˜`ˆÌˆœ˜\ 7 / 13,383 psi 967 psi 7.2% *iÀ«i˜`ˆVՏ>À *>À>i18,641 psi 1,396 psi 7.5% 11,015 psi 1,858 psi 16.9% >ÌiÊ/iÃÌi`\Ê iVi“LiÀÊ£n̅]Ê£™™n ,9 Average = Std. Dev. = Coef. of Variation = Average = Std. Dev. = Coef. of Variation =   "'   "!!   "!     '     &&&"#%$%"!" "#% %"! #$ ! -Փ“>ÀÞʜvÊ-/Ê nnäʏiÝÕÀ>Ê-ÌÀi}̅ʜvÊ ÕiÃ̜˜iÊ-«iVˆ“i˜Ã œ>`ˆ˜}Ê ˆÀiV̈œ˜ÊÌœÊ i``ˆ˜}Ê*>˜i\ /iÃÌÊ œ˜`ˆÌˆœ˜\ 7 / 2,400 psi 137 psi 5.7% *iÀ«i˜`ˆVՏ>À *>À>i1,181 psi 36 psi 3.1% 766 psi 30 psi 4.0% >ÌiÊ/iÃÌi`\Ê iVi“LiÀÊ£n̅]Ê£™™n Average = Std. Dev. = Coef. of Variation = Average = Std. Dev. = Coef. of Variation = ,9   "'   "!!   "!     '     &&&"#%$%"!" "#% %"! #$ ! -Փ“>ÀÞʜvÊ-/Ê ™™Êœ`ՏÕÃʜvÊ,Õ«ÌÕÀiʜvÊ ÕiÃ̜˜iÊ-«iVˆ“i˜Ã Average = Std. Dev. = Coef. of Variation = œ>`ˆ˜}Ê ˆÀiV̈œ˜ÊÌœÊ i``ˆ˜}Ê*>˜i\ /iÃÌÊ œ˜`ˆÌˆœ˜\ ,9 7 / 2,111 psi 117 psi 5.5% *iÀ«i˜`ˆVՏ>À *>À>iAverage = Std. Dev. = Coef. of Variation = 1,202 psi 37 psi 3.1% >ÌiÊ/iÃÌi`\Ê iVi“LiÀÊ£Ç̅]Ê£™™n 2,628 53 psi 2.0% 1,649 psi 131 psi 7.9% Jason Socola Approved Approved as Noted Revise as Noted/Resubmit Rejected/Resubmit as Specified No Action Required Submittal Not Requested/Returned without Review Approval is only for general conformance with the design concept of the Project and the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This approval does not modify Contractor’s duty to comply with the Contract Documents. Reviewed by:_______________ Date:_________ X DLE 11/11/14 LECESSE CONSTRUCTION The Power of Partnership Job: 14-0298 Stone Quarry Apartments 400 Spencer Road Ithaca, NY Submittal Spec Section No: 042200-2.9A Submittal No: Revision No: RO Sent Date: 10/22/14 Required From Sub: 10/20/14 Approved By Architect: Spec Section Title: Concrete Unit Masonry Submittal Title: Miscellaneous Masonry Accessories Subcontractor:Catenary Construction Corp Primary Contact: William Farmer Phone Number: 585-454-4140 Supplier/Manufacturer: If this box is checked this submittal may differ from the plans and specs because there is a contract clarification that applies to this submittal. Notes: General Contractor: LECESSE Construction Services LLC 75 Thruway Park Drive West Henrietta, NY 14586 Ph : 585-334-4490 Subcontractor Stamp LECESSE Stamp I HAVE PERSONALLY REVIEWED THIS SUBMITTAL AND IN MY ESTIMATION THIS DOCUMENT FULFILLS THE INTENT OF THE PLANS AND SPECIFICATIONS AND IS APPROVED FOR SUBMISSION. LECESSE CONSTRUCTION SERVICES LLC BY: Jason Socola Architect/Engineer Stamp Catenary Construction Corp 112 Hudson Ave Rochester NY 14620 SUBMITTAL COVER SHEET CONTRACTOR: CATENARY CONSTRUCTION CORPORATION CONTRACTORS PROJECT NO: 141350 SUBMITTAL NO: DATE OF SUBMITTAL: 10/22/14 SUBCONTRACTOR: SUBMITTAL DESCRIPTION: REINFORCING POSITIONERS RESUBMITTAL: Y N SUBSTITUTION: Y N SHOP DRAWING TITLE: NO: REVISION NO: DATE: PRODUCT DATA, TESTS, SCHEDULES: X€2,4_/SAMPLES: MANUFACTURER: H&B ADDRESS: HAUPPAUGE. NY REFERENCES: SPEC. SECTION — PAGE: 42000-6 PARAGRAPH(S) 2.7 B CONTRACT DRAWING(S): ROOM NO. (5) CONTRACTORS STAMP Catenary Construction Corp. APPROVED FOR SUBMISSION SUBMITTAL #:3 JOB: Stone Quarry Apartments DATE: PAGE: ITEM: MASONRY APPROVED BY: WWF PRIORITY: CRITICAL RUSH ROUTINE REMARKS: ARCHITECTS STAMP HOHMANN & BARNARD, INC. A MIT.k - BERKSHIRE HATHAWAY COMPANY 1-1/8" ID Rebar Positioners RB - Twin Rebar Positioner 'L' DIMENSION VARIES 9 ga. Wire - DRAWINGS FOR ILLUSTRATIVE PURPOSES ONLY RB Rebar Positioner For positioning rebar in center of block. The Z-shaped wire bridges cell of block while bends rest on shell. Material Conformances: Wire (Carbon Steel): Cold -drawn steel wire conforming to ASTM A82/A82M: Tensile Strength - 80,000 p.s.i. Yield Point - 70,000 p.s.i. minimum Zinc coating: Mill Galvanized: ASTM A641/A641M (0.1 oz/ft2) Hot -Dip Galvanized after fabrication: ASTM Al 53/Al 53M -B2 (1.5 oz/ft) Wire (Stainless Steel): ASTM A580/A580M - AISI Type 304 (Type 316 available on special order) H&B manufactures steel wire products from a minimum of 95% post -consumer recycled material. HOHMANN & BARNARD, Inc. 30 Rasons Court 1 Hauppauge, NY 11788 CORPORATE HEADQUARTERS T: 800.645.0616 F: 631.234.0683 wvvw.h-b.com Wire Diameter: 9 gauge (.148'� or VV1 7) Finishes: Lii Mill Galvanized Hot -Dip Galvanized El Stainless Steel Note: H&B recommends Stainless Steel for maximum protection ag4iinst corrosion. Product# (size): ▪ RB -TWIN -6 (L=4" for 6" block) ▪ RB -TWIN -8 (L=6" for 8 block) • RB -TWIN -10 (L=8" for 10" block) ▪ RB -TWIN -12 (L=10.' for 12"block) Branch/Subsidiary Locations: ALABAMA - ILLINOIS - MARYLAND NEW YORK - PENNSYLVANIA - TEXAS CANADA HOHMANN & BARNARD, INC. - 2012 Catenary Construction Corp 112 Hudson Ave Rochester NY 14620 SUBMITTAL COVER SHEET CONTRACTOR: CATENARY CONSTRTJCTION CORPORATION CONTRACTORS PROJECT NO: 141350 SUBMITTAL NO: 4 DATE OF SUBMITTAL: 10/22/14 SUBCONTRACTOR: SUBMITTAL DESCRLPTION: MASONRY -JOINT REINFORCING RESUBMITTAL: Y N SUBSTITUTION: SHOP DRAWING TITLE: NO: REVISION NO: DATE: PRODUCT DATA, TESTS, SCHEDULES: ,VQ.-/ SAMPLES: MANUFACTURER: H&B ADDRESS: HAUPPAUGE, NY REFERENCES: SPEC. SECTION — PAGE: 42000-6 PARAGRAPH(S) 2.7 C CONTRACT DRAWING(S): CONTRACTORS STAMP Catenary Construction Corp. APPROVED FOR SUBMISSION SUBMITTAL #: 4 JOB: Stone Quarry Apartments DATE: PAGE: ITEM: MASONRY APPROVED BY: WWF PRIORITY: CRITICAL RUSH ROUTINE ROOM NO. (S) ARCHITECTS STAMP REMARKS: HOHMANN & BARNARD, INC. A MITek - BERKSHIRE HATHAWAY COMPANY Lox•All® Ladder Joint Reinforcement 220 Ladder -Mesh PREFABRICATED CORNER DRAWINGS FOR ILLUSTRATIVE PURPOSES ONLY MATERIAL CONFORMANCE loothmann & Barnard joint reinforcement products conform to: STM A951/A951M (Standard Specification for Steel Wire for Masonry Joint Reinforcement) ACI / ASCE 530 (Building Code Requirements for Masonry Structures) Wire (Carbon Steel): Prefabricated from cold -drawn steel wire conforming to ASTM A82/A82M Tensile Strength - 80,000 p.s.i.lYield Point - 70,000 p.s.i. minimum Zinc Coating: Mill Galvanized coating: ASTM A641/A641M (0.1 mit?) Available special order: ASTM A6411A641M (0.4 oz/ft2) ASTM A641/A641M (0.8 oz/f12) Hot -Dip Galvanized after fabrication: ASTM A153/A153M-B2 (1.5 oz/ft2) Note: Hohmann & Barnard will certify to a minimum of 2.0 oz/ft2 Wire (Stainless Steel): ASTM A580/ASTM 580M - AISI Type 304 (Type 316 available on special order) Wire Diameter: 9 gauge (.148" or W1.7) or 3/160 (.187" or W2.8) Side Rods and Cross Rods available in any combination of the above. Cross welded 16" O.C. First Cross Rods welded 12" in from each end to allow lap splices per code requirements. H&B manufactures steel wire products from a minimum of 95% post -consumer recycled material. HOHMANN & BARNARD, Inc. 30 Rasons Court 1 Hauppauge, NY 11788 CORPORATE HEADQUARTERS T: 800.645.0616 F: 631.234.0683 www-h-b.corro PREFABRICATED TEE Finishes: D Mill Galvanized Coating [r Hot -Dip Galvanized • Stainless Steel - Type 304 (Type 316 available on special order) Note: H&B recommends Stainless Steel for maximum protection against corrosion. Wire Size; 1:11 (S) Standard Weight: 9 Gauge Side Rods x 9 Gauge Cross Rods ID (EH) Extra Heavy: 3/16" Side Rods x 9 Gauge Cross Rods • (SHD) Super Heavy Duty: 3/16" Side Rods x 3/16" Cross Rods Block Size: 6" 0 8" E110" ri 12" El 14" 16" Note: For Corner or Tee, state width of block walls. Branch/Subsidiary Locations: ALABAMA - ILLINOIS - MARYLAND NEW YORK - PENNSYLVANIA - TEXAS CANADA HOHMANN & BARNARD, INC. - 2012 Catenary Construction Corp 112 Hudson Ave Rochester NY 14620 SUBMITTAL COVER SHEET CONTRACTOR: CATENARY CONSTRUCTION CORPORATION CONTRACTORS PROJECT NO: 141350 SUBMITTAL NO: DATE OF SUBMITTAL: 10/22/14 SUBMITTAL DESCRIPTION: COMPRESSIBLE FILLER SHOP DRAWING TITLE: NO: SUBCONTRACTOR: RESUBMITTAL: Y N SUBSTITUTION: REVISION NO: DATE: PRODUCT DATA, TESTS, SCHEDULES: SAMPLES: MANUFACTURER: H&B ADDRESS: HAUPPAUGE, NY REFERENCES: SPEC. SECTION — PAGE: 42000-7 PARAGRAPH(S) 2.9 A CONTRACT DRAWING(S): ROOM NO. (S) CONTRACTORS STAMP Catenary Construction Corp. APPROVED FOR SUBMISSION SUBMITTAL #: 5 JOB: Stone Quarry Apartments DATE: PAGE: ITEM: MASONRY APPROVED BY: WWF PRIORITY: CRITICAL RUSH ROUTINE ARCHITECTS STAMP REMARKS: HOHMANN & BARNARD, INC. A MITA - BERKSHIRE HATHAWAY COMPANY Control and Expansion Joints NS - Closed Cell Neoprene Sponge NSTA (WITH TEAR STRIP) NS NS (STD. WITHOUT TEAR STRIP) DRAWINGS FOR ILLUSTRATIVE PURPOSES ONLY Material: Clospd Cell (ASTM D1056 Grade 2A 1) NS - Without tear strip (standard) • NSTA - With tear strip EJ Optional: Pressure -Sensitive Adhesive on one side Thickness: • 1/4" 0 3/8" O 1/2" O Other HOHMANN & BARNARD, Inc. 30 Rasons Court I Hauppauge, NY 11788 CORPORATE HEADQUARTERS T: 800.645.0616 F: 631.234.0683 www.h-b.com Branch/Subsidiary Locations: ALABAMA - ILLINOIS - MARYLAND NEW YORK - PENNSYLVANIA - TEXAS CANADA Width: • 3" O 4" 111 6" O Other © HOHMANN & BARNARD, INC. - 2012 Catenary Construction Corp 112 Hudson Ave Rochester NY 14620 SUBMITTAL COVER SHEET CONTRACTOR: CATENARY CONSTRUCTION CORPORATION CONTRACTORS PROJECT NO: 141350 SUBMITTAL NO: 6 DATE OF SUBMITTAL: 10/22/14 SUBCONTRACTOR: SUBMITTAL DESCRIPTION: PREFORMED CONTROL JOINT RESUBMITTAL: SUBSTITUTION: Y N SHOP DRAWING TITLE: NO: REVISION NO: DATE: /4a444/7 AtAt, PRODUCT DATA, TESTS, SCHEDULES: SAMPLES: MANUFACTURER: H&B ADDRESS: HAUPPAUGE. NY REFERENCES: SPEC. SECTION — PAGE: 42000-7 PARAGRAPH(S) 19 B CONTRACT DRAWING(S): ROOM NO. (S) CONTRACTORS STAMP Catenary Construction Corp. APPROVED FOR SUBMISSION SUBMITTAL #: 6 JOB: Stone Quarry Apartments DATE: PAGE: ITEM: MASONRY APPROVED BY: WWF PRIORITY: CRITICAL RUSH ROUTINE ARCHITECTS STAMP REMARKS: HOHMANN & BARNARD, INC. A MITA - BERKSHIRE HATHAWAY COMPANY %" MAX. RS -TEE 2 %" 1=—L%" MAX. RS STANDARD Control Joints / Expansion Joints RS Series - Rubber Control Joint 3/16" %" MAX, SASH BLOCK RS STANDARD SEALANT BACKER ROD =DRAWINGS FOR ILLUSTRATIVE PURPOSES ONLY RS -12 RS -8 FILL SOLID WITH GROUT FILL SOLID WITH GROUT MATERIAL SPECIFICATIONS: • Extruded rubber material designed for masonry walls at control joints • Rubber material conforms to ASTM D2000 2AA-805 (type rubber 654-06) with a durometer hardness of 80 (+ or - 5) when tested in conformance with ASTM D2240 • RS Series rubber control joints are manufactured from 50% recycled material. TEST DATA Tensile Strength Ultimate Elongation Compression Set Shore A Hardness Heat Aged Physicals Tensile Strength Ultimate Elongation Shore A Hardness Low Temperature Brittleness HOHMANN & BARNARD, Inc. 30 Rasons Court I Hauppauge, NY 11788 CORPORATE HEADQUARTERS T: 800.645.0616 F: 631.234.0683 www.h-b.com Typical Values 1000 575% 45% 80 70 hours@1000°C 1135 545% 82 Passed Test Method ASTM D-412 ASTM D-412 ASTMD-395 Method B ASTMD-746 Branch/Subsidiary Locations: ALABAMA - ILLINOIS - MARYLAND NEW YORK - PENNSYLVANIA - TEXAS CANADA RS -8 RS Series: (Length per piece is 4 ft) n RS -STANDARD O RS -TEE fl RS -8 D RS -12 © HOHMANN & BARNARD, INC. - 2012 Catenary Construction Corp 112 Hudson Ave Rochester NY 14620 SUBMITTAL COVER SHEET CONTRACTOR: CATENARY CONSTRUCTION CORPORATION CONTRACTORS PROJECT NO: 141350 SUBMITTAL NO: DATE OF SUBMITTAL: 10/22/14 SUBMITTAL DESCRIPTION: BOND BREAKER STRIPS SUBCONTRACTOR: RESUBMITTAL: Y N SUBSTITUTION: Y N SHOP DRAWING TITLE: NO: REVISION NO: DATE: PRODUCT DATA, TESTS, SCHEDULES: Product Data SAMPLES: MANUFACTURER: ADDRESS: REFERENCES: SPEC. SECTION — PAGE: 42000-7 PARAGRAPH(S) 2.9 C CONTRACT DRAWING(S): ROOM NO. (S) CONTRACTORS STAMP Catenary Construction Corp. APPROVED FOR SUBMISSION SUBMITTAL #: 7 JOB: Stone Ouarry Apartments DATE: PAGE: ITEM: MASONRY APPROVED BY: WWF PRIORITY: CRITICAL RUSH ROUTINE ARCHITECTS STAMP REMARKS: Nro TECHNICAL DATA SHEET September, 2010 STOCK NO. 0670089 No. 15 PLAIN ASPHALT FELT This product consists of a resilient, high-strength cellulose fiber mat that has been saturated with premium waterproofing bitumen. Used specifically as residential roofing underlayment, IKO's No.15 Plain Asphalt Felt meets or exceeds ASTM D4869 Type I, CSA A123.3 Type 2, and CGSB CAN2-51.32-M compositional and performance characteristics. IKO's roofing products are produced and designed with consideration for environmental responsibility and sustainability, incorporating quality recycled components whenever possible, manufactured in facilities that comply with the most stringent government environmental regulations, and can therefore be a part of any "green" construction project. CHARACTERISTIC QUANTITY PER PALLET: PALLET SIZE: LENGTH: IMDTH: SATURATION: TENSILE STRENGTH MD: XD: PERMEANCE: PERMEANCE (AFTER ACC. AGING): LIQUID WATER TRANSMISSION TEST: UNITS cm (in) m (ft) mm (in) mm (in) kN/m (lbflin) kN/m (lbffin) rigi(Pa.s.n12) (grainit(f1;trintig)) (granglirtrft2h a:s:71111)9)) NOMINAL VALUE 25 102 x 102 (40 x 40) 44 (144) 914 (36) 51 (2) 216 (8 1/2) 432 (17) PASS PASS PASS PASS PASS TEST METHOD ASTM D228 ASTM D146 ASTM E96, PROC. A ASTM E96, PROC. A ASTM D4869 STANDARD LIMITS N/A ± 0.1% ± 3(1/8) ± 6 (1/4) MIN: 100 MIN: 5.25 (30) MIN: 2.63 (15) MIN: 170(3) MAX 1400(24) MAX 2900 (51) PASS The information on this Technical Data sheet is based upon data considered to be true and accurate, based on laboratory tests and production measurements, and is offered solely for the user's consideration, investigation and verification. Nothing contained herein is representative of a warranty or guarantee for which the manufacturer can be held legally responsible. The manufacturer does not assume any responsibility for any misrepresentation or assumptions the reader may formulate. WI LCSS CONSTRUCTION The Power of Partnership Job: 14-0298 Stone Quarry Apartments 400 Spencer Road Ithaca, NY 75 Thruway Park Drive West Henrietta, NY 14586 Ph : 585-334-4490 Submittal Spec Section Title: Concrete Unit Masonry Submittal Title: Anchor Bolts PD Subcontractor:Catenary Construction Corp Primary Contact: William Farmer Phone Number: 5854544140 Supplier/Manufacturer: Grip Rite If this box is checked this submittal may differ from the plans and specs because there is a contract clarification that applies to this submittal. Notes: General Contractor: LECESSE Construction Services LLC Spec Section No: 042200-2.8B Submittal No: Revision No: RO Sent Date: 10/22/14 Required From Sub: 10/20/14 Approved By Architect: Subcontractor Stamp LECESSE Stamp I HAVE PERSONALLY REVIEWED THIS SUBMITTAL AND IN MY ESTIMATION THIS DOCUMENT FULFILLS THE INTENT OF THE PLANS AND SPECIFICATIONS AND IS APPROVED FOR SUBMISSION. LECESSE CONSTRUCTION SERVICES LLC BY: Jason Socola Architect/Engineer Stamp Catenary Construction Corp 112 Hudson Ave Rochester NY 14620 SUBMITTAL COVER SHEET CONTRACTOR: CATENARY CONSTRUCTION CORPORATION CONTRACTORS PROJECT NO: 141350 SUBMITTAL NO: 12 DATE OF SUBMITTAL: 10/22/14 SUBCONTRACTOR: SUBMITTAL DESCRIPTION: ANCHOR BOLTS RESUBMITTAL: Y N SUBSTITUTION: Y N SHOP DRAWING TITLE: NO: REVISION NO: DATE: PRODUCT DATA, TESTS, SCHEDULES: Product Data SAMPLES; MANUFACTURER: GRIP RITE ADDRESS: REFERENCES: SPEC. SECTION — PAGE: 55000-3 PARAGRAPH(S) 2.2 B CONTRACT DRAWING(S): ROOM NO. (S) CONTRACTORS STAMP Catenary Construction Corp. APPROVED FOR SUBMISSION SUBMITTAL #: 12 JOB: Stone Quarry Apartments DATE: PAGE: ITEM: MASONRY APPROVED BY: WWF PRIORITY: CRITICAL RUSH ROUTINE ARCHITECTS STAMP REMARKS: Anchor Bolts with Nut and Washer1 Grip Rite Building Tools and Supplies Page 1 of 3 BUILT RIGHT, GRIP -RITE. Video Join Contact PRODUCTS > ANCHOR BOLTS > Anchor Bolts with Nut & Washer Features: For attaching bottom plate or sill plate to newly poured concrete Nun daltort. clipped galvanized anchor botcs)md plates are recommended en wor mg with treated lumber Also available packaged in burlap or poly bags Anchor Bolt Specification Size Thread Length Bend Length Total Length 3/4" 7/8" 1" 1.75+0.247-0.0" 3.75+ 24/0.D0. 3.75" + 0.24"/-0.0" 3.75" + 0.24 "/-0.0" 4.00" + 024"/-0.0" LITERATURE Size 1.25+0.12/-0.082" ± 0.12" 1.50+ 0 2/0i162 ±0 12 2.00+0.12/-0.062" :L-0.12" -±0.12" 2.50+0.12"/-0.062" -±0.12" Pcs./ Box Boxes/ Pallet SKU Nut & Round SAE Washer: Bright ASTM A153 Class C 3/8 in. x 6 in. 3/8 in. x 8 in. 1/2 in. x 6 in. 1/2 in. x in. 1/21n.x 10in. 1/2 in. x 12 in. 1/2 in. x 14 in. 1/2 in. x 16 in. 1/2 in. x 18 in. 5/8 in. x 8 in. 50 100 386AB50 50 100 388AB50 50 50 126AB50 50 50 128AB50 50 50 1210ABSO 50 50 1212AB50 50 50 1214AB50 50 50 1216AB50 50 50 1218AB50 25 50 588AB25 http://www.grip-rite.com/us/en/products/anchor-bolts/anchor-bolts-with-nut-and-washer 3/25/2013 Anchor Bolts with Nut and Washer Grip Rite Building Tools and Supplies Page 2 of 3 S/8in. x1Oin. 25 50 5810A825 S/Oin, x12in. 25 50 5812AB25 S/8in. x14in. 25 50 5814AB25 S/Oin. x16in. 25 SU 5816AB25 3/4in. u1Din. 20 25 3410AB20 3/4 in. x 12 in. 20 25 3413AB20 3/4 in. x 14 in. 20 25 3414AB20 3/4 in. x 15 in. 20 25 341SA82O 3/4in. x18 in. 20 25 3418AB20 ~��,Hot Dipped Gahan|zed.ASTMA753Class C 1/2in. x 6im 50 50 126GABSD 1/2 in. x 10 in. 50 50 1210GAB50 50 50 1212GAB50 50 50 1214GAB50 50 SO 1216GABSU 50 S0 1218GABSO 25 50 588HGA825 25 50 S81OHGAB25 25 50 5812HGAB25 25 50 5814HGAB25 25 50 5816HCAB25 1/2in. x12in. 1/Zin. x14in. 1/2in. x16 in. 1/2in. x18in. 5/8in. xOin. g/8in. x1Uin. S/8in. x12in. S/8in. x14in. Size Washer Size Pcs./ Box Boxes/ Pallet SKU Nut & Square Slotted Washer: Bright S/8in. x1Din. 3in. x3in. x 3/16 in. 25 50 5810AB325 Nut & Square Slotted Washer: Hot Dipped Gatvanized ASTM Al 53 Ctass C 1/2 in. x 8 In. 2in. n2in. x1/Bin. 50 50 128GAGS50 1/2in. u1Uin. Zin. xZin. x1/8in. 50 50 1210GABS50 5/8 in. x 8 in, 3 in. x 3 in. x 3/16 in, 25 50 588GAB325 5/8 in. x 10 in. 3 in. x 3 in. x 3/16 in. 25 50 5810GAB323 5/8 in. x 12 in. 3 in. x 3 in, x 3/16 in. 25 50 5812GAB325 5/8 in. x 16 in. 3 in. x 3 in, x 3/16 in, 25 50 6816GAB325 5/8 in. x 18 in. 3 in. x 3 in. x 3/16 in. 25 50 6818GAB325 Nut & Square Slotted Washer: Hot Dipped Galvanized ASTM A153 5/8 in. x 8 in. Zin. xZin. x 1/8 in. 25 50 588GAB25 5/8 in. x 10 in. 2 in. x 2 in, x 1/8 in. 25 50 5810CAB25 b|bp://vvwnw.. docts/aochor'bolts/uoohor-boli5'nitb-uut-aod-vvunbcr 3/25/2013 LECESSE CONSTRUCTION The Power of Partnership Job: 14-0298 Stone Quarry Apartments 400 Spencer Road Ithaca, NY 75 Thruway Park Drive West Henrietta, NY 14586 Ph : 585-334-4490 Submittal Spec Section Title: Concrete Unit Masonry Submittal Title: Mortar & Grout Mix Design PD Subcontractor:Catenary Construction Corp Primary Contact: William Farmer Phone Number: 585-454-4140 Supplier/manufacturer: Quikrete/Robinson If this box is checked this submittal may differ from the plans and specs because there is a contract clarification that applies to this submittal. Notes: General Contractor: LECESSE Construction Services LLC Spec Section No: 042200-2.6A Submittal No: Revision No: RO Sent Date: 10/22/14 Required From Sub: 10/20/14 Approved By Architect: Subcontractor Stamp LECESSE Stamp I HAVE PERSONALLY REVIEWED THIS SUBMITTAL AND IN MY ESTIMATION THIS DOCUMENT FULFILLS THE INTENT OF THE PLANS AND SPECIFICATIONS AND IS APPROVED FOR SUBMISSION. LECESSE CONSTRUCTION SERVICES LLC BY: Jason Socola Architect/Engineer Stamp Catenary Construction Corp 112 Hudson Ave Rochester NY 14620 SUBMITTAL COVER SHEET CONTRACTOR: CATENARY CONSTRUCTION CORPORATION CONTRACTORS PROJECT NO: 141350 SUBMITTAL NO: DATE OF SUBMITTAL: 10/22/14 SUBCONTRACTOR: SUBMITTAL DESCRIPTION: MASONRY MORTAR TYPE S RESUBMITTAL: Y N SUBSTITUTION: Y N SHOP DRAWING TITLE: NO: REVISION NO: DATE: PRODUCT DATA, TESTS, SCHEDULES: Product Data SAMPLES: MANUFACTURER: QUIKRETE ADDRESS: SYRACUSE. NY REFERENCES: SPEC. SECTION — PAGE: 42000-8 PARAGRAPH(S) 2.10 C CONTRACT DRAWING(S): ROOM NO. (S) CONTRACTORS STAMP Catenary Construction Corp. APPROVED FOR SUBMISSION SUBMITTAL #: 8 JOB: Stone Quarry Apartments DATE: PAGE: ITEM: MASONRY APPROVED BY: WWF PRIORITY: CRITICAL RUSH ROUTINE ARCHITECTS STAMP REMARKS: Productlettiftoitiotttom____ _ May 2, 2014 Product Description: 80 lb. SPEC MIX® Portland Lime & Sand Mortar / Type S 3000 Ib. Mix 202 S (PLS) Item Number: 19007 SR21001 Manufacturing Plant: QUIKRETE® - Syracuse To: Whom It May Concem This letter certifies that SPEC MIX® • land U ; ort.r / Type S s referenced above meets the requirements of ASTM C 1714 and the property specifica ions or an ASTM C 270, S an rd Specification for Mortar for Unit Masonry, Type S Mortar. Please reference the Material Test Report for Item Number 19007 for test results of the design. The raw materials used in this product formulation meeting the standard specifications include: Type I Portland Cement meeting ASTM C 150, Standard Specification for Portland Gement, Hydrated Lime Type SA meeting ASTM C 207, Standard Specification for Hydrated Lime for Masonry Purposes, and Mason Sand meeting ASTM C 144, Standard Specification for Aggregate for Masonry Mortar. It is available as a standard gray, as well as in a variety of standard and custom colors. For custom colors, or versions with integral water repellent, the finished product item number will vary from the base design item number above depending upon the integral water repellent and / or specific pigment. These versions will also meet the specifications described above, Mortar property characteristics including compressive strength are specified according to ASTM C 270 with laboratory testing. ASTM C 270 (property specification) is not for use to specify minimum compressive strengths to be achieved by field mixed mortars. Field mixed mortar may be tested according to ASTM C 780 to evaluate mortar properties such as mortar water content or consistency. As defined in ASTM C 1586, compressive strength values determined through ASTM C 780 in the field are not expected nor required to achieve the compressive strengths of laboratory tested ASTM 0 270 specification mortars. We are pleased to be of service to you, If you have any questions, please let us know, Wendy Henry Quality Assurance Manager WMH: WhM THE QUIKRETEe COMPANIES Inc. Technical and Engineering Center 500 Marathon Parkway Lawrenceville, GA 30046 770,216,9580 .1.vww.quikrete,com 651.994.7120 • www.specmix.com 1101:10 - 9 Product Description: 80 Ib. SPEC MIX® Portland Lime and Sand Mortar- T pe S Item Number: 19007 Manufacturing Plant: QUIKRETE® - Syracuse Sample Identification Initial Testing Specification Results Strength Testing Water (%) Consistency 105 - 115% @25d Unit Weight 16.8 109 126 Set Time Air (%) Test Compressive Strength (psi) Flexural Strength (psi) Age 1 day Specification Result Specification Result 3 day 7 day 1 28 day Other Testing 1800 1980 2650 Test Specification Water Retention Certified by: Wendy Henry Quality Assurance Manager 75% Test Results 82 THE QUIKRETE® COMPANIES Inc. Technical and Engineering Center 500 Marathon Parkway Lawrenceville, GA 30046 770.216,9560 www.quikrete.com 651.994.7120 www.specmix.com Essroc Italcementi Group P.O. Box 12637 Rochester, NY, -14612 CEMENT TEST REPORT Tel (226) 868-4422 CEMENTTYPE: I SHIPPED TO: ESSROC Customers VIA: Truck DATE: DATE TESTED: SAMPLE SOURCE. PHYSICAL REQUIREMENTS February 3, 2014 December 13 2013 13-R76 (1119) Residue on 45um Sieve Specific Surface Area (Blaine) Autoclave Expansion Setting Time (Vicat) (initia)) Air Content it/tartar Normal Corisistency Paste False Set COIVIPRESSIVE STRENGTH (1 IVIPa = 145 Psi) 4.00% 450 m2/kg 0.021% 130 minutes 6.40% 25.70% 68% Mpa psi 1 day 18.9 2740 3 day 7 day 28 day 31.6 4580 38.9 5640 47.0 6820 CHEMICAL REQUIREMENTS Calcium Oxide (CO) Silicon Dioxide (S102 Aluminum Oxide (A1203) Iron Oxide (Fe203) Sulphur Trioxide (S03) Magnesium Oxide (MgO) 62.2614 19.14% 5.22% 2.93% 4.19% 2.15% Loss on ignition C3S CSA Total Alkalies as Na20 2.49% 56.71% 8.88% 0.88% Insoluble Residue N.A. SulfateExpansion N A SPECIFICATIONS This cement has been tested to and complies with current: CERTIFIED: ASTM Standard C150 Technical Services Area Manager "As a part of its commitment to Total Customer Satisfaction, Essroc offers free technical service to its customers. We have made every effort to insure the accuracy of the information provided to you. While this advice is intended to add value to your business, the formulation of concrete and/or mortar and the applications for which it is used must be the responsibility of the customer. The customer acknowledges this and agrees to accept Essroc's technical advice at its own risk." CERTIFICATION OF MATERIAL JOB: ARCHITECT; GENERAL CONTRACTOR: SUB CONTRACTOR: We the undersigned certify that the following material supplied by us complies with the requirements and tests of the American Society of Testing Materials and cited Federal Specifications as stated below and is so guaranteed by us. MASONS LIME Mortaseal Mason's Lime Bondcrete Air Entrained ASTM C-207 ASTM C-207 By E• and M. Jensen ality Control Supervisor Graymont Dolime (OH) Inc. P.O. Box 158 Genoa, OH 43430 1-800-537-4489 MASON'S LIME PRODUCTS TYPICAL CHARACTERISTICS I. BRAND NAMES 0 Bondcrete II. HYDRATED LIME TYPE (ASTM C-207) .not^. r�i� �. .'�""'w Y�F`'jSbx PkS;.-'�*E .,, N„'L`�$ r..,.��•� ery sa-4F��. 6pit..a.,�.�..,. iMFJ' III. CHEMICAL ABSTRACT SERVICE NUMBER IV. CHEMICAL CHARACTERISTICS a. Calcium Oxide (%)_ b. Magnesium Oxide (%) c. Acid Insolubles (%) 39445-23-3 39445-23-3 e. Loss on Ignition (%) f. Carbon Dioxide (%) Hydrated Oxides (' a. Particle Size Distribution 1. Plus 30 Mesh (Cum % On) 3. Plus 325 Mesh (Cum % On) Vicat Consistency (m11100 gm) d. Plasticity (Emley Units) e. Product Soundness a. ASTM Type S Mortar (1:1/2:4 1/2) 1. Compressive Strength - 28 Da s psi 2. Water Retention (%) b. ASTM Type N Mortar (1:1:6) 1. Compressive Strength - 28 Days (psi) 2,532 2. Water Retention (%) 89 89 c. ASTM Type 0 Mortar (1:2:9) 87 2,550 1. Compressive Strength - 28 Days (psi) 2. Water Retention (%) *Based on materials having an initial flow of 110 + 5% 774 90 December 28, 2012 Quikrete, Syracuse 4995 Limeledge Road Marcellus, N.Y. 13108 To whom it may concern: Our mason sand qualifies under ASTM C 144. Michael Burt BINGHAMTON COMAUD ITHACA I USLE MARCELLGE I IIEDROW PIAUI ONEVAICADASTOTA 607-692-2605 507-75a-3063 ti07-347-4028 1607-692-7070 1315-673-2028 1315-466-7793 [315-363-4240 P.O. 5126 SOUTH ONONDAGA NEDROW, NEW YORK 1312( TEL 315-46E FAX: 315-46c WWWSAUNDERSCONDRETE Catenary Construction Corp 112 Hudson Ave Rochester NY 14620 SUBMITTAL COVER SHEET CONTRACTOR: CATENARY CONSTRUCTION CORPORATION CONTRACTORS PROJECT NO: 141350 SUBMITTAL NO: DATE OF SUBMITTAL: 10/22/14 SUBMITTAL DESCRIPTION: COARSE BLOCKFILL SUBCONTRACTOR: RESUBMITTAL: SUBSTITUTION: SHOP DRAWING TITLE: NO: REVISION NO: DATE: PRODUCT DATA, TESTS, SCHEDULES: Product Data SAMPLES: MANUFACTURER: ROBINSON CONCRETE ADDRESS: AUBURN. NY REFERENCES: SPEC. SECTION — PAGE: 42000-8 PARAGRAPH(S) 2.10 D CONTRACT DRAWING(S): ROOM NO. (S) CONTRACTORS STAMP Catenary Construction Corp. APPROVED FOR SUBMISSION SUBMITTAL #: 9 JOB: Stone Quarry Apartments DATE: PAGE: ITEM: MASONRY APPROVED BY: WWF PRIORITY: CRITICAL RUSH ROUTINE ARCHITECTS STAMP REMARKS: Vitale -Robinson Concrete 3486 Franklin Street Auburn, New York 13021 (315) 253-6666 Phone (315) 252-7595 Fax 1 -888 -READY -MIX www.vitale-robinson.com - Mix Design Report - Client : CATENARY CONSTRUCTION NE QUARRY APARTMENTS - SPENCER RD ITHACA cemen ce ethob) Compressive Strength Aggregate Size Air Entrainment Design (Water/Cement) Admixtures 2500 #1 GRAVEL 1.5 +/- 1.5% 0.5 Mix I.Q. Date : GRTCRSE 10/22/2014 Description MASONRY -ASTM 476 - COARSE GROUT Short Desc. Volume 27.10 ft3 Batch Weight 3,929.99 lbs. CORE-ASTMCRSE Unit Weight 145.04 lbs./ft3 Design Constituents Quantity #/yd3 Sp. Gr. SSD Volume ft3 Cement - LaFarge, NA - Bath, Ontario - Type I/II Slag - LaFarge, NA - Stoney Creek Micro -Silica - BASF Specialty Stone #1 Stone - Gravel - RMS #2 Stone - Gravel - RMS 705 3.15 3.59 2.92 Sand - Natural Sand - ASTM C-33 Water - Potable Admixture - Water Reducer - MasterPolyheed 997 Admixture Air Entrainment - MasterAir AE100 Design Air : 1.50% Design Slump : 7.00" (+1-) 1.00" Calculated Water/Cement Ratio Optional Product Optional Product : Optional Product : 1175 1700 42.00 2.20 2.65 2.65 2.62 .oz/100# .oz/100# 0.50 Remarks : The proposed mix design is prepared in accordance with ACI 318, ACI 301 and furnished for this job according to ASTM C94. The mix code listed will be considered the approved mix design for the project unless Vitale -Robinson Concrete is otherwise notified prior to concrete placement. Persons ordering concrete for this project must request a specific "Mix I.D." code and "Fiber" type if specified for each order. When the strength of concrete being supplied is used as a basis for acceptance, we request that Vitale -Robinson Concrete be included on the distribution list for concrete cylinder test reports. This information can be e-mailed to - mvitalejr@vitale-robinson.com or faxed to (315) 252-7595. Prepared By : Bill Rhodes, Concrete Manager `ilban/ Qhcdes Date : 10/22/2014 7.11 10.40 5.60 0.41 Approved By : Michael Vitale, Vice -President Operations Date: 10/22/2014 REA NCRETE Required Strength : 2500 psi 3486 Franklin Street Auburn, New York 13021 Contact: Michael Vitale Phone: (315) 253-6666 or Fax: (315) 252-7595 Email: MVitaleJrnVitale-Robinson.com Mix Code : GRTCRSE 10/22/2014 Description: MASONARY-ASTM 476-COAR; Moving Avg: 3 Batch Ticket # Date - Truck 9/23/2013 9/24/2013 5/2/2013 6/25/2013 6/25/2013 7/3/2013 7/3/2013 Con Temp slump Count : Sum Average : Standard Deviation: Range (Min) : Range (Max) : Inches 8.00 9.25 8.75 Air 3 -Day Compile 7 -Day Compile 14 -Day Compile 28 -Day Compile Content PSI PSI PSI PSI 2280 1.20% 2240 9.50 1.40% 2390 2360 2680 2310 2310 9.00 1.40% 2210 8.50 1.20% 9.50 1.30% 2420 3360 3470 3480 3460 3250 3490 3410 3480 3770 3150 3370 3500 3400 3400 28 -Day Compile PSI - X - X - X - - - X - X - 3437 3470 3397 3400 3383 3460 3553 3467 3430 3340 3423 3433 0 0 7.00 7.00 0.00 9.00 0.00 14.00 18.00 62.50 0.09 0.00 21200.00 0.00 47990.00 41193.33 8.93 0.01 #DIV/01 2355.56 #DIV/01 3427.86 2288.52 0.55 0.00 #DIV/01 139.20 #DIV/01 139.51 1535.87 8.00 0.01 0.00 2,210.00 0.00 3,150.00 0.00 9.50 0.01 0.00 2,680.00 0.00 3,770.00 3,553.33 E Associates, inc. 701B Chemung Street Horseheads, New York 14845 (607) 739-4033 (607) 739-4085 (Fax) www.cmeassociates.com LABORATORY TEST REPORT CLIENT: RMS Gravel REPORT NO.: 29349L-12-0414 SAMPLE LOCATION: On-site stockpile MATERIAL DESCRIPTION: #1 Aggregate 4.C4 100.0 90.0 80.0 70.0 60.0 L 50.0 u. c 40.0 30.0 20.0 10.0 0.0 100 Page 1 of 1 PROJECT: Material Testing DATE DELIVERED: April 25, 2014 SAMPLE SOURCE: Freeville, NY . Grain Size Distribution Curve 1/2" 1/4" 11 11111111111 % Passirii b Wei ht 91 90 — 100 1/4" 10 0-15 10 Grain Size in milimeters ThenateriaJjpicri meets the grafi) size requirements for NYS DOT #703-4 #1 Aggregate Setting the Blueprint for Quality and Customer Satisfaction 0.1 ME Associates, Inc. 7018 Chemung Street Horseheads, New York 14845 (607) 739-4033 (607) 739.4085 (Fax) wwW.omeassociates.com LABORATORY TEST REPORT CLIENT: RMS Gravel REPORT NO.: 29349L-16-0414 SAMPLE LOCATION: On-site stockpile MATERIAL DESCRIPTION: Concrete Sand 100.0 90.0 80.0 70.0 60.0 50.0 40.0 30.0 20.0 10.0 0.0 10 Page PROJECT: Material Testing DATE DELIVERED: April 25, 2014 SAMPLE SOURCE: Freeville, NY 0 Grain Size Distribution Curve # 1 6 # 3 0 #50 # 2 0 0 % Passirl b Wei.ht Sieve Size Sm.e 3/8"100 100 # 4 # 8 #16 30 #50 #1 00 #200 FM 25 — 60 10 — 30 1 —10 0.1 Grain Size in milimeters The material sampled meets the grain size requirements for NYS DOT 703-07 Concrete Sand. Setting the Blueprint for Quality and Customer Satisfaction 0.01 FARGE CEMENT Plant: Product: Manufactured: Item Rapid Method, X -Ray (C 114) Si02 (%) A1203 (%) Fe203 (%) CaO (%) MgO (%) SO3 (%) Loss on ignition (%) Insoluble residue (%) CO2 (%) Limestone (%) CaCO3 in Limestone (%) Cement Mill Test Report Bath, Ontario Portland Cement Type 1/1I(MH) August 2014 ASTM C 150-11 and AASHTO M 85-09 Standard Requirements CHEMICAL ANALYSIS Sec limit Test Result 6.0 max 6.0 max 6.0 max 3.0 max * 3.0 max 0.75 max 5.0 max 70 min Equivalent Alkalis (as Sodium Oxide) 19.4 4.9 3.2 62.2 2.4 4.0 2.1 0.45 1.6 4.3 84 0.64 Item Air content of mortar eA) oc 185) PHYSICAL ANALYSIS S.ec limit Test Result Blaine Fineness (m2ikg) (C 204) -325 (%) (C 430) Autoclave expansion (%) (C 151) Compressive strength (MPa, [PSI]) (C 109) 1 day 3 days 7 days 28 days (Reflects previous month's data) Time of setting (minutes) Adjusted Potential Phase Composition (C 150) Vicat Initial (C 191) C3S (%) -- 53 C2S (%) -- 15 Heat of Hydration (KJ/Kg, [cal/g]) (C 186) C3A (%) 8 max 7 C4AF (%) -- 10 C3S+4.75*C3A (%) 100 max 87 Mortar Bar Expansion (%) (C 1038) ASTM C 150-11 and AASHTO M 85-09 Optional Chemical Requirements: 7 days (for information only); Dec '13 sample 12 max 6 280 - 430 354 95 0.80 max 0.04 12.0 [1740] min 19.0 [2760] min 26.7 [3877] 34.3 [4980] 43.1 [6244] 45 - 375 103 318 76 0.02 max 0.009 0214 • May exceed 3.0% 503 maximum based on our C 1038 results of <0.02% expansion at 14 days. " Current Production run not available - moat recent provided We certify that the above described cement, at the time of shipment, meets the chemical and physical requirements of applicable NY DoT, PA DoT, Specifications for Type land Type II(MH) ASTM C 150-11 & AASHTO M 85-09 STANDARD SPECIFICATIONS FOR TYPE I AND TYPE II(MH) CEMENT Eastern Canada Region - Bath Plant 6501 Hwy. 33, P.O. Box 160, Beth, ON. KOH 1G0 Phone: 613-352-7711 Certified By: Brenda MacPhee - Quality Manager 18 -Sep -14 Catenary Construction Corp 112 Hudson Ave Rochester NY 14620 SUBMITTAL COVER SHEET CONTRACTOR: CATENARY CONSTRUCTION CORPORATION CONTRACTORS PROJECT NO: 141350 SUBMITTAL NO: 10 DATE OF SUBMITTAL: 10/22/14 SUBCONTRACTOR: SUBMITTAL DESCRIPTION: COARSE BLOCKFILL; FINE RESUBMITTAL: Y N SUBSTITUTION: Y N SHOP DRAWING TITLE: NO: REVISION NO: DATE: PRODUCT DATA, TESTS, SCHEDULES: Product Data SAMPLES: MANUFACTURER: QUIKRETE ADDRESS: SYRACUSE, NY REFERENCES: SPEC. SECTION — PAGE: 42000-8 PARAGRAPH(S) 2.10 D CONTRACT DRAWING(S): ROOM NO. (S) CONTRACTORS STAMP Catenary Construction Corp. APPROVED FOR SUBMISSION SUBMITTAL #: 10 JOB: Stone Quarry Apartments DATE: PAGE: ITEM: MASONRY APPROVED BY: WWF PRIORITY: CRITICAL RUSH ROUTINE ARCHITECTS STAMP REMARKS: Product Ceitilmtlen Letter May 2, 2014 Product Description: Item Number: Manufacturing Plant: To: Whom It May Concem 80 Ib. SPEC MIXCore Fill Gut/Fine 3000 Ib. MIX 305 F GRT 5000 PSI 19024 SR30501 QUIKRETE0 - Syracuse This letter certifies that SPEC MIX. •re F. I Grout Fine as referenc-. -bove will meet the specifications for ASTM G 476, Standard Specification for Grout for Masonry, wi h compressive s g of 3,000 PSI at 28 days when sampled and tested in accordance with ASTM C 1019 in standard laboratory conditions. Please reference the Material Test Report for Item Number 19024 for test results of the design. The raw materials used in this product formulation meeting the standard specifications include: Type I Portland Cement meeting ASTM C 150, Standard Specification for Portland Cement, and Fine Aggregate meeting ASTM C 404, Standard Specification for Aggregates for Masonry Grout. We are pleased to be of service to you. If you have any questions, please let us know. Wendy Henry Quality Assurance Manager WMH: WhM THE OUIKRETE° COMPANIES Inc. Technical and Engineering Center 500 Marathon Parkway Lawrenceville, GA 30046 770.216.9580 wvm.quikrete.com 651.994.7120 umrw.specmix,com Material Test port Product Description: 80 lb. SPEC MIX® Core Fill Grout - Fine Item Number: 19024 Manufacturing Plant: QUIKRETE0 - Syracuse n n Sample Identification Initial Testing Test Date: 9/13/2013 Lab Code: 13-2224 Strength Testing Test Age 1 day 3 day 7 day 28 day Test Specification Results Water (%) Consistency As required 8 - 11" slump Unit Weight > 125 14 8.5 142.1 Set Time Air (%) Compressive Strength (psi) Specification 5000 Result Other Testing AMOMII MaNkniadealMINIIMOMIMMINI% Test Flexural Strength (psi) Specification Result Onnennneen 4930 7070 Specification + 3/8" Sieve 0 Test Results 0 Certified by: Wendy Henry Quality Assurance Manager THE QUIKRETE COMPANIES Inc. Technical and Engineering Center 500 Marathon Parkway Lawrenceville, GA 30046 770.216.9580 www.quikrete.carn 651.994.7120 . www.specmix.com Essroc itaicementi Group P.O. Box 12637 Rochester, NY, 14612 CEMENT TEST REPORT Tel (226) 868-4422 CEMENT TYPE: DATE: SHIPPED TO: ESSROC Customers DATE TESTED: February 3„ 2014 December 13, 2013 VIA: Truck SAMPLE SOURCE: 13-R76 (1119) PHYSICAL REQUIREMENTS Residue on 45urn Sieve Specific Surface Area (Blaine) Autoclave Expansion 4.00% 450 m2/kg 0.021% Setting Time (Vicat)li Air Content Mortar Normal Consistency Paste False Set 130 minutes 6,40% 25,70% 68% COMPRESSIVE STRENGTH (1 IVIPa 145 Psi) Mpa Psi 1 day 18.9 2740 3 day 31.6 7 day 38.9 4580 5640 28 day 47.0 6820 balcium Oxide Silicon Dioxide (S102 ieduminum Oxide (A1203) Iron Oxide (Fe203) Sulphur Trioxide (S03) Nialinesium Oxide (MgO CHEMICAL REQUIREMENTS Loss on ignition C3S 62.26% 19.14% 5.22% 2.93% 4.19% 2.15% C3A Total Alkalies as Na20 Insoluble Residue Sulfate Expansion NA. 2.49% 56.71%, 8.88% 0.88% N.A. SPECIFICATIONS This cement has been tested to and complies with current: CERTIFIED: ASTM Standard C150 Technical Services Area Manager "As a part of its commitment to Total Customer Satisfaction, Essroc offers free technical service io its customers. We have made every effort to insure the accuracy of the information provided io you. While this advice is intended to add value to your business, the formulation of concrete and/or mortar and the applications for which it is used must be the responsibility of the customer. The customer acknowledges this and agrees to accept Essroc's technical advice at its own risk." December 12, 2013 Quikrete, Syracuse 4995 Limeledge Road MarcelWs, N.Y. 13108 To whom it may concern: Our aggregates qualify under ASTM 404, for the use in grout for masonry. Sinc rely, Michael Burt