SUL-1-1.pdf largeprints sul02.pdf SUL-3-2.pdf largeprints sul04.pdf ↓ Answer the questions for 6-1 and 6-2 look at Large Prints for residential plans sheet 1,2, 3, 4, 5 SUL-5-1.pdf/n Zoomed View: Tap the

left or right side of the screen to turn the page. Activity 6-1 Reading Specifications Name Use the partial set of specifications at the end of this activity and the list of MasterFormat divisions in the Reference Section to answer the following questions. Write your answers in the spaces provided. 1. Under which division would you locate A. Roofing materials and processes? B. Interior wood trim? C. Interior finishing of walls? 2. What must all bidders do before submitting a bid? 3. If an item is mentioned in the specifications and not in the drawings, must the bidder supply it? 4. Who has the final decision as to the interpretation of the drawings and specifications? 5. To whom does the term contractor refer? 6. Who is responsible for providing and paying for temporary electrical service? 7. Who shall provide the temporary heat needed to accomplish the work? 8. If the permanent heating plant is used for temporary heat, who will pay for the cost of its operation? 9. Who may provide and maintain temporary storage sheds for storage of all materials that may be damaged by the weather? 10. How much of an overlap must be made between the new and existing roof? 11. If a dimension is shown as 20'-0" on the drawings, but is scaled as 18'-6", which dimension is used? 12. What thickness of rigid insulation is used on flat roofs? 13. Where can a copy of the General Conditions of the Contract be viewed? 14. These specifications are for what type of construction? 15. If a detail drawing shows a 3'-4" wide sidewalk and the plan view shows the same sidewalk as 3'-6" wide, how wide should the sidewalk be? Copyright Goodheart-Willcox Co., Inc. 1. A. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. B. X C. 99 100 Zoomed View: Tap the left or right side of the screen to turn the page. Section 3 Specifications and Materials 16. What are the following concrete material specification requirements for the Architectural walls? A. Specified strength? B. Max W/C ratio? C. What are the fly ash requirements? D. Why is retarder required for the Architectural concrete? 17. What is the cement content for the Backfill concrete? 16. A. 17. B. C. D. X Copyright Goodheart-Willcox Co., Inc. Zoomed View: Tap the left or right side of the screen to turn the page. SPECIFICATIONS FOR AN OFFICE ADDITION and EXCERPTS FROM OTHER STRUCTURES INDEX Division 00-PROCUREMENT AND CONTRACTING REQUIREMENTS Division 01-GENERAL REQUIREMENTS Division 02-EXISTING CONDITIONS Division 03-CONCRETE Division 04-MASONRY Division 05-METALS Division 06-WOOD, PLASTICS, AND COMPOSITES Division 07-THERMAL AND MOISTURE PROTECTION Division 08-OPENINGS Division 09-FINISHES Division 10-SPECIALTIES Division 11-EQUIPMENT Division 12-FURNISHINGS Division 13-SPECIAL CONSTRUCTION Division 14-CONVEYING EQUIPMENT Division 21-FIRE SUPPRESSION Division 22-PLUMBING Division 23-HEATING, VENTILATING, AND AIR CONDITIONING Division 26-ELECTRICAL Division 27-COMMUNICATIONS Division 28-ELECTRONIC SAFETY AND SECURITY Division 31-EARTHWORK Division 32-EXTERIOR IMPROVEMENTS Division 33-UTILITIES SUPPLEMENTARY GENERAL CONDITIONS X General: These Supplementary General Conditions and the Specifications bound herewith shall be subject to all the requirements of the "General Conditions of the Contract for the Construction of Building," latest edition, Standard Form of the A.I.A., except that these Supplementary General Conditions shall take precedence over and modify any pages or statements of the General Conditions of the Contract and shall be used in conjunction with them as a part of the Contract Documents. The General Conditions of the Contract are hereby, except as same may be inconsistent herewith, made a part of this Specification, to the same extent as if herein written in full. Copies of the General Conditions of the Contract are on file and may be referred to at the Office of the Architects. Scope of Work: The work involved and outlined by these Specifications is for the construction work for the completion of the Office Addition for , as further illustrated, indicated, or shown on the accompanying drawings. Examination of Site: Before submitting a proposal for this work, each bidder will be held to have examined the site, satisfied himself fully as to existing conditions under which he will be obligated to operate in performing his part of the work, or which will in any manner affect the work under this contract. He shall include in his proposal any and all sums required to execute his work under existing conditions. No allowance for additional compensation will be subsequently in this connection, in behalf of any contractor, or for any error or negligence on his part. Copyright Goodheart-Willcox Co., Inc. 101 102 Zoomed View: Tap the left or right side of the screen to turn the page. Section 3 Specifications and Materials X Drawings and Specifications: These Specifications are intended to supplement the Drawings, the two being considered complementary, therefore, it will not be the province of these Specifications to mention any portion of the construction which the drawings are competent to explain and such omission will not relieve the contractor from carrying out such portions as are only indicated on the drawings. Should the items be required by these Specifications which are not indicated on the drawings, they are to be supplied, even if of such nature that they could have been indicated thereon. Any items which may not be indicated on the drawings or mentioned herein, but are necessary to complete the entire work, as shown and intended, shall be implied and must be furnished in place. The decision of the architects as to the proper interpretation of the Drawings and these Specifications shall be final and shall require compliance by the contractor in executing the work. Figured dimensions shall have precedence over scale measurements, and details over smaller scale general drawings. Should any... Principles and Definitions: Where the words "approved," "satisfactory," "equal," "proper," "ordered," "as directed," etc., are used, approval, etc., by architects is understood. It is understood that when the word "Contractor" is used in these Supplementary General Conditions, the work described in the paragraph may apply to all Contractors and Subcontractors involved with the work. Temporary Facilities: Temporary Heat: Each contractor shall provide the necessary temporary heat needed for materials, water, etc., or any other heat required to accomplish his work. If the permanent heating plant is used for temporary heat, the owner will pay for its operation. Temporary Light & Power: The general contractor shall arrange and pay for a temporary electrical service taken from the existing building for use by all trades, include 60 amp, 2 pole, 4 outlet fused panel mounted on pole or wall at the site. The electrical contractor shall provide temporary light within the structure as necessary and directed. General contractor will pay for all temporary electrical service until such time when permanent meter shall be installed. Temporary Sheds for Storage: The general contractor may provide and maintain on the premises, where directed, watertight storage shed, or sheds, for storage of all material which may be damaged by the weather. These sheds shall have wood floors raised above the grounds. Copyright Goodheart-Willcox Co., Inc. Division 03 CONCRETE Mix Type A B C D E F G H Zoomed View: Tap the left or right side of the screen to turn the page. Location Foundations: footings Exterior concrete (including topping slab in loading dock) Typical concrete (U.N.O.) Architectural concrete walls Architectural concrete columns Stair pan fills, masonry grout Concrete on composite metal deck (noted CWT- see arch. dwg.) Backfill concrete Specified Strength (at days) 3000 @ 28 4500 @ 28 4000 @28 4000 @ 28 Copyright Goodheart-Willcox Co., Inc. 6000@56 3000 @ 28 4000 @28 1500 @ 28 Min. Portland Cement #/C.Y.(¹) 500 565 520 565 (no fly ash) 565 (no fly ash) 500 520 + 120 fly ash + steel fibers (4) 280 Division 07 THERMAL AND MOISTURE PROTECTION Unit 6 Specifications and Building Codes % Max. Chloride by Weight of Cement 0.30 0.15 0.30 0.30 0.30 0.30 0.30 1.0 Max W/C Ratio 0.60 0.45 0.50 0.40 0.35 0.50 0.50 X 5-7 % AE (2) Agg.Size(³) #57, 1" #57, 1" #57, 1" #57, 1" #8, crushed #8, 3/8" #57, 1" NOTES: 1. Including fly ash in mixes where permitted. Not applicable if a specified amount of fly ash is listed with the mix. The minimum cement requirement may be met by substituting 1.33 lb. of fly ash for each 1.0 lb. of Portland cement replaced, to the maximum allowed ratio of fly ash to cement. The maximum ratio of fly ash to Portland cement shall be limited to 20%. 2. Tolerance on air content shall be as delivered. 103 #57, 1" 3. Normal weight. 4. Steel fibers are required in floor slabs designated "CWT" on Architectural finish schedule. 5. The Architectural concrete mix shall be designed to minimize shrinkage. A retarder shall be used to minimize heat gain and maximize long-term strength gain. A high range water-reducing admixture shall be used to limit the W/C ratio. The retarder may cause a delay in removal of the formwork. Strength development of the concrete may be critical in cycling formwork, depending on form system. General Conditions: The contractor shall read the General Conditions and Supplementary General Conditions which are a part of these Specifications.