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HomeMy WebLinkAboutPlans.pdf\ GENERAL REQUIREMENTS A. CODES 1. ALL WORK PERFORMED SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND NATIONAL BUILDING CODES, ORDINANCES AND REGULATIONS, AND ALL OTHER AUTHORITIES HAVING JURISDICTION THE FOLLOWING IS A PARTIAL LIST OF APPLICABLE CODES IN FORCE. A. 2006 INTERNATIONAL BUILDING CODE (IBC) 2. THE CONTRACTOR, PROJECT MANAGER AND ALL SUBCONTRACTORS ARE TO EXAMINE AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BOTH ON THE PLANS AND IN THE FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. IF CODE DISCREPANCIES ARE DISCOVERED DURING THE CONSTRUCTION PROCESS, ARCHITECT SHALL BE NOTIFIED AND ALLOWED AMPLE TIME TO REMEDY SAID DISCREPANCIES. B. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS, AND FABRICATORS, SHALL BE RESPONSIBLE FOR THE CONTENT OF DRAWINGS AND SPECIFICATIONS AND FOR THE SUPPLY AND DESIGN OF APPROPRIATE MATERIALS AND WORK PERFORMANCE. C. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED, ERECTED, USED, CLEANED, AND CONDITIONED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. D. CONSTRUCTION MANAGER MAY REQUIRE CERTAIN TRADES TO BE "QUALITY ASSURANCE OBSERVATION" CERTIFIED. 013300 " SUBMITTALS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples. and other submittals. 1.2 DEFINITIONS A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specmcation Sections as ~action submittals'-B. Informational Submittals: Written and graphic information and physical samples thai do not require Architect's responsive action, Submittals may be rejected for nol complying with requirements. Informational submittals are those submittals ind icated in individual Specification Sections as -informational submitla l s.~ C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from another computer over a network and that serves as the basis for standard Internet protocols. An FTP site is a portion of a network located outside of network firewalls within which inlemal and eXlemal users are able to access files. D. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used for representing documents in a device-independent and display resolution-independent ftxed..Jayout document fOfTT\at. 1.3 ACTION SUBMITIALS A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Archilect and additional time for handling and reviewing submittals required by those corrections. 1. Coordinate submittal sdledule with list of subcontracts, the schedule of values. and Contractor's construction schedule. 2. Format: Arrange the following Information In a tabular format: a. Sdleduled date for first submittal. b. Specification Section number and title. c. Submittal category: Action; informational. d. Name of subcontractor. e. Description of the Work covered. f. Scheduled date for Architecrs final release or approval. g. Scheduled date of fabrication. h. Sdleduled dates for purchasing. I. Sdleduled dates for Installation. j. Activity or event number. 1.4 SUBMITIAL ADMINISTRATIVE REQUIREMENTS A. Architect's Digital Data Files: Electronic digital data fi les of the Contrad Drawings will be provided by Archi1ect for Contractor's use in preparing submittals. 1. Architect will fumish Contractor one set of digital data drawing files of the COntract Drawings for use In preparing Shop Drawings. a. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Colltract Drawings. b. Digital Drawing Software Program: The Contract Drawings are available in AutoCAD 2011 dwg format. c. Contractor shall execute a data Itcensing agreement in the form of Agreement induded in Project Manual. B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Submit all submittal items required for each SpeciHcation Section concurrenUy unless partial submittals for portions of the Work are Indicated on approved submittal schedule. 3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals. 4. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed be<;ause of need to review submittals concurrently for coordination. a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. C. Processing Time: Al low time for submittal review, Including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract TIme will be authorized because of failure to transmil submittals enough in advance of the Work to permit processing, including resubmittals. 1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submitwls is required. Architect will advise Contraclor when a submittal being processed must be delayed for coordination. 2. Resubmittal Review: Allow 15 days for review of each resubmiltal. 3. Sequential Review: Where sequential review of submittals by Architect's consultants. Owner. or other parties Is indicated, allOY./21 days for initial review of aadl submittal. D. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows: 1. Assemble complete submittal package into a single indexed fi le incorporating submittal requirements of a single SpeciflCSUon Section and transmittal form with links enabling navigation to each item. 2. Name fi le with submittal number or other unque identifier. induding revision identifier. a. File name shall use projed. identifier and Specification Section number followed by a decimal point and then a sequential number (e.g., LNH5-061000.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., LNHs-061000.01.A). 3. Provide means for Insertion to permanently reoom Contractor's review and approval maridngs and action taken by Architect. 4. Transmittal Form for Electronic Submittals: Use software-generated form from eledronic projed management software acceptable to Owner . containing the following Information: a. Project name. b. Date. c. Name and address of Architect. d. Name of Construction Manager. e. Name of Contractor. f. Name of firm or entity that prepared submittal. g. Names of subcontractor, manufacturer, and supplier. h. Category and type of submittal. i. Submittal purpose and description. j. Specification Section number and tiUe. k. Specification paragraph number or drawing designation and generic name for each of multiple items. I. Drawing number and detail references. as appropriate. m. location(s) where product is to be installed, as appropriate. n. Related physical samples submitted directly. o. Indication of full or partial submittal. p. Transmittal number, numbered consecutively. Q. Submittal and transmittal distribution record . r. Other necessary identification. s. Remarks. E. Options: Identify options requiring selection by Architect. F. Deviations and Additional Information: On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same identlfication information as related submittal. G. Resubmittals: Make resubmittals in same form and number of copies as initial submittal. 1. Note date and content of pravious submittal. 2. Note date and content of revision in label or tiUe block and clearly indicate extent of revision. 3. Resubmit submittals until they are marked with approval notation from Architect's action stamp. H. Distribution: Furnish copies of final submittals to manufactufel1>, subcontractors., suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. I. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architecrs adion stamp. PART 2 -PRODUCTS 2.1 SUBMITIAL PROCEDURES A. General Submittal Procedure Req uirements: Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections. 1. Submit electronic submittals via email as PDF electronic files. a. Architect will retum annotated file. Annotate and retain one copy of fi le as an electronic Project record document file. 2. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. B. Product Data: Collect information into a Single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard published data are not suitable for use, submit as Shop Drawings. not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the fol lowing information, as applicable: a. Manufacturer's catalog cuts. b. Manufacturer's product specifications. c. Standard color charts. d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency. f. Application of testing agency labels and seals. g. Notation of coordination requirements. h. Availability and delivery time Infonnation. 4. For equipment, indude the follOWing in addition to the above, as applicable: a. Wiring diagrams showing factory-installed wiring. b. Printed performance curves. c. Operational range diagrams. d. Cloarances required to other construction, If not indicated on accompanying Shop Drawilgs. 5. Submit Product Data before or concurrent with Samples. 6. Submit Product Data in the following format: a. PDF electronic file. C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data, unless submittal based on Arch itect's digital data drawing flies is otherwise pennitled. 1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information. as applicable: a. Identification of products. b. Schedules. c. Compliance with specified standards. d. Notation of coordination requirements. e. Notation of dimensions established by field measurement. f. Relationship and attachment to adjoining construction clearly indicated. g. Seal and signature of professional engineer If specified. 2. Submit Shop Drawings in the following format: a. PDF electronic file. D. Samples: Submit Samples for review of kind, color, pattem. and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: Attach label on unexposed side of Samples that includes the following: a. Generic description of Sample. b. Product name and name of manufacturer. c. Sample source. d. Number and title of applicable Specification Section. e. SpeCification paragraph number and generic name of eaCh item. 3. For projects where electronic submittals are requ ired, provide corresponding electronic submittal of Sample transmittal, digifc'jl image file illustrating Sample dlaracteristics, and identification information for record. 4. Disposition: Maintain sets of approved Samples at Project site, available for Quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work. or otherwise designated as Owner's property, are the property of Contractor. 013300 " SUBMITTALS" CONTINUED N. Preconstructlon Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents. O. Compatibility Test Reports: Submit reports written by a qualified lesting agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. P. Field Test Reports: Submit written reports indicating and interpreting results of field tests perionned either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents. Q. DeSign Data: Prepare and submit written and graphic information, including. but not limited to, performance and design criteria, list of applicabfe codes and regulations, and calculations. Indude list of assumptions and other perfonnance and design criteria and a summary of loads. Indude load diagrams if applicable. Provide name and version of software, If any. used for calculations. Include page numbers. PART 3 -EXECUTION 3.1 CONTRACTOR'S REVIEW A. Action and Infonnational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and fiek! dimensions. Mark with approval stamp before submitting to Architect. B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Indude Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 ARCHITEcrs ACTION A. Action Submittals: Architect will review each submittal, make marks to indicate corrections or revisions required, and retum it. Architect will stamp each submittal with an action stamp and wil l mark stamp appropriately to indicate action. as follows: B. Informational Submittals: Architect will review each submittal and will not retum it, or will return it if it does nol comply wilh requirements. Architect will forward eadl submittal to appropriate party. C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect. D. Incomplete submittals are unacceptable. will be considered nonresponsive, and will be retumed fCK resubmittal without review. E. Submittals not required by the Contract Documents may be retumed by the Architect without action. ENO OF SECTION 013300 044300 " STONE MASONRY PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. 1.2 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Oivision 01 Specification Sections. apply to this Section. SUMMARY Section indudes the following applications of stone masonry: 1. Andlored to concrete backup. 2. Andlored to unit masonry backup. 3. Anchored to wood framing and sheathing. B. Related Sections: 1.3 A. 1. Section 042000 · Unit Masonry". 2. Section 076200 ~Sheet Metal Flashing and Trim-for exposed sheet metal flashing. ACTION SUBMITI ALS Product Data: For each type of product indicated. 1. For stone varieties proposed for use on Project. include test data Indicating compliance with physical properties required by referenced ASTM standards. B. Samples for Verification: 1. For each stone type indicated. Include at least fIVe samples in each set for each type of stone, exhibiting extremes of the full range of color and other visual characteristics expected in completed Work. Samples will establish the standard by which stone provided will be judged. 2. For each color of mortar required. l abel Samples to indicate types and amounts of pigments used. 1.4 INFORMATIONAL SUBMITIALS A. list of Materials Used in Constructing Mockups: list generic product names together with manufacturers, manufacturers' product names, sources of supply, and other information as required to Identify matenals used. Include mix proportions for mortar and source of aggregates. 1. Submittal is for infonnation only. Neither receipt of list nor approval of mockups constitutes approval of deviations from the Contract Documents unless such deviations are specifICally brought to the attention of Architect and approved In writing. B. Qualification Data: For qua6f1ed Installer. QUALITY ASSURANCE Installer Qualifications: A qualified installer who employs experienced stonemasons and stone fitters. 1.5 A. B. C. Source limitations for Stone: Obtain stone,from one quarry with resources to provide materials of consistent quality in appearance and physical properties. Source limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry. from single manufacturer for each cementitious component and from single source or producer for each aggregate. D. Mockups: Build mockups to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Build mockups for typical exterior wall in sizes approximately 96 inches long by 72 inches high by full thickness, induding face and backup wythes and accessories. a. Include stone coping at top of rTIOCkup. b. Include a sealant-filed joint at least 16 indles long in mockup. c. Include through-wall flashing installed for a 24-inch length in comer of mockup approximately 16 inches down from top of mockup, with a 12-inch length of flashing left exposed to view (omit stone masonry above haU of flashing). d. Include wood studs, sheathing, veneer anchors, flashing, and weep holes in exterior masonry-veneer wail mockup. 2. Protect accepted mockups from the elements with weather-resbitant membrane. 3. Approval of mockups is for color, texture. and blending of stone; relationship of mortar and sealant colors to stone colors; tooling of joints; and aesthetic qualities of workmanShip. a. Approval of mockups is also for other material and construction qualities Architect specifically approves in writing. b. Approval of mockups does nol constitute approval of deviations from the Contract. Documents contained in mockups unless Architect specifically approves such deviations in E. 1.6 A. writing. 4. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. Pre installation Conference: Conduct conference at Project site. DELIVERY, STORAGE, AND HANDLING Deliver prebJended, dry mortar mix in moisture-resistant containers designed for lifting and emptying into dispensing silo. elevated platforms, under cover, and In a dry location or In a metal dispensing silo with weatherproof cover. B. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil. 1.7 PROJECT CONDITIONS Store prebfended, dry mortar mix in delivery containers on A Prolection of Stone Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work_ Cover partially completed stone masonry when construction is not in progress. 1. Extend cover a mJlimum of 24 inches down both sides and hold cover securely in place. B. Stain Prevention: Immediately remove mortar and so!1 to prevent them from staining the face of stone masonry. 1. Protect base of walls from rain-splashed mud and mortar splatter by coverings spread on the ground and over the wall surface. 2. Protect sills, ledges, and projections from mortar droppings. 3. Protect surfaces of window and door frames, as welt as sim~ar products with painted and integral finishes, from mortar droppings. 4. Turn scaffold boards near the wall on edge at end of each day to prevent rain from splashing mortar and dirt on completed stone masonry. C. Cold-Weather Requirements: Do nol use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace stone masonry damaged by frost or freezi ng conditions. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6fTMS 602. 1. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40 dog F and abovo and will remain so until masonry has dned, but not less than 7 days after completing cleaning. D. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in ACI 530.1 /ASCE 61TMS 602. 1.6 COORDINATION A. Advise installers of other work about specific requirements for placement of reinforcement. veneer anchors, flashing, and similar items to be built into stone masonry. PART 2 -PRODUCTS 2.1 NATURAL STONE A. Provide sound natural stone as follows: 1. Products: Subject to compliance with requirements, provide the following: a. Provide natural stone that matches the existing residence color, finish and type. 2. Maximum Absorption per ASTM C 97: 7.5 percent. 3. Minimum Compressive Strength per ASTM C 170: 4000 psi. 4. Minimum Flexural Strength per ASTM C 880: . 5. Minimum Modulus of Rupture per ASTM C 99: . 2.2 MORTAR MATERIALS A. Portland Cement ASTM C 150, Type I or II, except Type III may be used for cold-weather construction. Indicated. B. Hydrated lime: ASTM C 207, Type S. Provide natural color or white cement as required to produce mortar color C. Portland Cement-lime Mix: Packaged blend of portland cement complying with ASTM C 150, Type I or III, and hydrated Ume complying with ASTM C 207. D. Masonry Cement: ASTM C 91 . E. Aggregate: ASTM C 144 and as follows: F. 2.3 A. 1. For pointing mortar, use aggregate graded with 100 percent passing No. 16 sieve. 2. Colored Aggregates: Natural-colored sand or ground marble, granite, or other sound stone; of color necessary to produce required mortar color. Water: Potable. VENEER ANCHORS Materials: 1. Hot-Dip Galvanized-Steel Wire: ASTM A 82, with ASnA A 1531A 153M, Class B-2. 2. Hot-Dip Galvanized-5teel Sheet: ASTM A 10081A 1008M, cold-rolled, carbon-steel sheel hot-dip galvanized aner fabrication to comply with ASTM A 1531A 153M. Class B-2. B. Size: Sufficient to extend at least halfway, but not less than 1-112 inches, through stone masonry and with at least 5J8-inch cover on outside face. C. Corrugated-Metal Veneer Anchors: Not less than O.030-inch-thick by 7/8-inch-wide hot-dip galvanized-steel sheet with corrugations having a wavelength of 0.3 to 0.5 inch and an amplitude of 0.06 to 0.10 inch. D. Polymer-Ceated, Steel Drill Screws for Wood Studs: Self-driUing, bugle-head or wafer-head wood screws recommended by veneer anchor manufacturer for fastening to wood studs; not less than No. 10, 1-112 inches long, and with organic polymer coating with salt-spray resistance to red rust or more than 500 hours per ASTM B 117. 2.4 STONE TRIM ANCHORS A. Stone Trim AnchOrs: Units fabricated with tabs or dowels designed to engage kerfs or holes in stone trim units and holes for fasteners or postinstalled anchor bolts for fastening to substrates or framing as indicated. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the foUowing: a. Halfen Anchoring Systems; Meadow Burke. b. Heckmann Building Products Inc. c. Hohmann & Bamaro", Inc. B. Materials: Fabricate andlors from stainless steel, ASTM A 240/A 240M, Type 304. Fabricate dowels from stainless steel, ASTM A 276, Type 304. C. Fasteners for Stone Trim Anchors: Annealed stainless-steel bolts, nuts. and washers; ASTM F 593 for bolts and ASTM F 594 for nuts. Al loy Group 1. D. Postinstalled Anchor Bolts for Fastening Stone Trim Anchors: Chemical anchors made from stainless-steel components complying with ASTM F 593 and ASTM F 594, Alloy Group 1 or 2 for bolts and nuts; ASTM A 666 or ASTM A 276, Type 304 or 316, for anchors. 2.5 MISCELlANEOUS MASONRY ACCESSORIES A. Weep HoieNent Products: Use the following unless otherwise indicated: 1. Preformed plastic stone cavity weeps a. Products: Subject to compliance with requirements, provide the following: 1) Masonry TechnolOgy Inc.; Stone Cavity Weep. B. Cavity Drainage Material: Free-draining mesh, made from polymer strands that will not degrade within the wall cavity. 1. Provido ana of the fofl owing configurations: a. Sheets installed to full height of cavity. 2. Products: Subject to compliance with requirements, available products that may be incorporated Into the Work indude, but are not limited to, the foNowing: a. Colbond In c.;Enkadra in. 2.6 MORTAR MIXES A. General: Do not use admixtures, Including pigments, alr-entrainlng agents, accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated. 1. Do not use calcium chloride. 2. Mixing Pointing Mortar: Thoroughly mix cementitious and aggregate materials together before adding water. Then mix again, adding only enough water to produce a damp, unworkable mix that will retain its form when pressed into a ball. Maintain mortar in this dampened condition for one to two hou rs. Add remaining water In small portions until mortar reaches desired consistency. Use mortar within 30 minutes of final mixing; do not retemper or use partially hardened material. B. Preblended, Dry Mortar Mix: FUrnish dry mortar ingredients In the form of a preblended mix. Measure quantities by weight to ensure accurate proportions. and thoroughly blend ingred ients before delivering to Project site. C. Mortar for Stone Masonry: Comply with ASTM C 270, Property Specification. 1. Mortar for Setting Stone: Type S. 2. Mortar for Pointing Stone: Type N. D. Colored-Aggregate Mortar: Produce required mortar color by using colored aggregates and natural color or white cement as necessary to produce required mortar color. 2.7 FABRICATION A. Cut or select stone to produce pieces of thickness and size of not less than 4 inches. B. Cut and drill sinkages and holes in stone for anchors and supports. C. Thickness of Stone: Provide thickness indicated, but nolless than the following: 1. Thickness: 4 inches plus or minus 1/2 inch. Thickness does not Include projection of pi tched faces. D. Shape stone for type of masonry (pattem) as follows: 1. Match existing residence stone pattern. PART3 -EXECUTION 3.1 EXAMINATION A. Examine surfaces indicated to receive stone masonry, with Installer present, for compliance with requirements fCK installation tolerances and other conditions affecting performance. B. Examine substrate to verify that dovetail siots, inserts, reinforcement, veneer anchors. flashing, and other items installed in substrates and required for or extending into stone masonry are correclJy instat)ed. C. Examine wall framing, sheath ing. and weather-resistant sheathing paper to verify that stud locations are suitable for spacing of veneer anchors and that installation will result in a waatheroroof oovarino. 044300" STONE MASONRY" CONTINUED 3.4 INSTALLATION OF ANCHORED STONE MASONRY A. Anchor stone masonry to ooncrete with corrugated-metal veneer anchors unless otherwise indicated. Secure anchors using conaete screws. B. Anchor stone masonry to unit masonry with corrugated~metal veneer anchors unless otherwise indicated. Embed anchors in unit masonry mortar Joints or grouted cells for distance at least one-half of unit masonry thickness. C. Anchor stone masonry to wood stud framing with corrugated-metal veneer anchors unless otherwise indicated. Fasten anchors. through sheathing to studs with oorrosion-resistant screws. D. Embed veneer anchors in mortar joints of stone masonry at least halfway, but not less than 1-112 Inches, through stone masonry and with at least 5IS-inch cover on outside face. E. Space anchors not more than 16 inches o.c. verticafly and 16 inches o.c. horizontally. Install additional anchors within 12 inches of openings, sealant joints, and perimeter at Intervals not exceeding 12 Inches. F. Anchor stone trim with stone trim anchors where indicated. Install anchors by fastening to substrate and inserting tabs and dowels inla kerfs and holes In stone units. Provide compressible filler in ends of dowel holes and bottoms of kerfs to prevent end bearing 0( dowels and anchor tabs on stone. Fill remainder of anchor holes and kerfs with epoxy. G. Fill space between back of stone masonry and weather-resistant sheathing paper with mortar as stone is set. H. Provide 1-inch cavity between stone masonry and backup oonstruction unless otherwise indicated. Keep cavity free of mortar droppings and debris. 3.5 POINTING A. Prepa~ stone-joint surfaces for pointing with mortar by removing dust and mortar particles. VYhere setting mortar was removed to depths greater than surrounding areas, apply pointing mortar In layers not more than 3/8 Inch deep until a unifonn depth Is formed. B. Point stone joints by placing and compacting pointing mortar In layers not more than 318 inch deep. Compact each layer thoroughly and allow to become thumbpnnt hard before applying next layer. C. Tool joints, w~en pointing mortar is thumbprint hard, with a smooth jointing tool to produce the following joint profile: 1. Joint Profile: Provide joints that match existing residence stone }oints. 3.6 ADJUSTING AND CLEANING A. Remove and replace stone masonry of the following description: 1. Broken. chipped, stained, or otherwise damaged stone. Stone may be repaired if methods and results are approved by Architect. 2. Defective joints. 3. Stone masonry not matdling approved samples and mockups. 4. Stone masonry not complying with other requirements ind icated. B. Replaco in a manner that results in stone masonry matching approved samples and mockups, complying with other requirements, and showing no evidence of replacement. C. In-Progress Cleaning: Clean stone masonry as work progresses . Remove mortar fins and smears before tooling joints. D. Final Cleaning: After mortar is thoroughly set and cured, clean stone masonry as follows: 1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. 2. Test cleaning methods on mockup: leave one-half of panel uncleaned for comparison purposes. Obtain Architect's approval of sample cleaning before cleaning stone masonry. 3. Protect adjacent stone and nonmasonry suriaces from contact with cleaner by covering them with Dquid strlppable masking agent, polyethylene fi lm, or waterproof masking tape . 4. Clean stone masonry by bucket and brush hand-cleaning method described in BIA Technical Note No. 20 Revised II, USJlg job-mixed detergent solution. 3.7 EXCESS MATERIALS AND WASTE A. Excess Stone: Stack excess stone where directed by Owner for Owner's use. B. Excess Masonry Waste: Remove excess clean masonry waste and other waste, and legally dispose of off Owner's property. ENO OF SECTION 044300 ssue Info'mahon Issue Date: Project Name: SIMPSON RESIDENCE· DECK RI Issue Name: Architect: Davis Partnership Architects 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Contact: Chandler Deimund PR( G1.01 G1.02 G1.03 GENERAL INFORMATION AND SPECIFICATIONS GENERAL INFORMATION AND SPECIFICATIONS GENERAL INFORMATION AND SPECIFICATIONS AD1.01 AD1.02 A201 A2.02 A3.01 A3.02 S1 S2 DEMOLITION PLAN AND ELEVATION OEMOLITION ELEVATIONS PLAN AND ELEVATION ELEVATIONS DETAILS DETAILS DECK PLAN DETAILS EXISTING RESIDENCE -R-3 (IBC 2003) CURRENT CODES 2009 INTERNATIONAL BUILDING CODE TOWN OF NEW CASTLE AMENDMENTS APP~ SUBJECI EXCEYnONS GARFIEL DEMO EXISTING DECK FRAMING, RAILINGS AND DEMO EXISTING STUCCO TO A HEIGHT OF 3'-0" PAVERS. -F~j.--'~~--.f 01------, o o o \ ;r --I I L-_ REMOVE AND SALVAGE EXlsnNG STONE VENEER FOR REUSE ON NEW DECK COLUMNS 8~4~;; ELEVATION-DEMOLITION ~ .. _.•. . -.. i ~ i ; _.. -.---_.. ... ..... DEMOLISH THE DECK FRAMING, STONE PAVERS, COLUMNS, RAILING AND FIREPLACE UP TO THE LIMIT OF WORK. DEMOLISH STUCCO AS SHOWN ON ELEVATIONS TO A HEIGHT OF 3'-0". SALVAGE ALL STONE VENEER TO BE REUSED FOR NEW CONSTRUCTION. 01========1 0 m o o \ DEMO FIREPLACE AND STONE. SALVAGESTONE ---M.4Lc(, I ;':00:7 2l£-/;!ifo I T'lfi-~f ,4T//'''''' , l ___ '.1 __ n~------------------~ 1. THE OWNER SHALL BE CONTAC SALVAGEABLE MATERIAL OR EC SALVAGEABLE ITEMS NOT TO B BY THE OWNER SHALL BECOME CONTRACTOR AFTER APPROVP 2. THE GENERAL CONTRACTOR IS WELDING VENTING, AND TIMES CONSTRUCTION WITH THE OW~ OCCUPANCY OF THE BUILDING. 3. NOTIFY ARCHITECT IF ANY PRO CONSTRUCTION CONFLICTS WI' CONDITIONS. 4 . SUBSTRATE EXAMINATION AND a. CONDUCT VISUAL EXAM EXTERIOR SHEATHING T CONDITION(S). b. IN THE EVENT VISIBLE BI WATER DAMAGE (DELA~ STAINING) IS DISCOVERI THE SHEATHING, CONTF STRUCTURAL RESISTAN THE SRT PROBE: i. IF SRT TESTS READ GRE AND STRUCTURAL FRA~ BOARD AND THERE IS N' BIOLOGICAL GROWTH, ~ REQUIRED. APPLY BUll[ FACADE MATERIALS. Ii. IF SRT TESTS READ GRE AND STRUCTURAL FRA~ BOARD AND THERE IS E' GROWTH ON THE EXTEf SHEATHING ONLY: • SCRAPE VISIBLE BII FROM SURFACES C REMOVE GYPSUM E BIOLOGICAL GROW • APPLY BIOCIDE TO ADJACENT SURFAC GROWTH WAS ORIC BIOCIDE SHALL EXl EDGES OF THE OB~ GROWTH. III. IF SRT TESTS READ LE~ STRUCTURAL FRAMING BOARD, CUT AND REMC SHEATHING. • INSPECT THE STRL MEMBERS FOR WA STRUCTURAL MATI CONTRACTOR SHA PARTNERSHIP AND ADDITIONAL REPAI DETERMINED BY 0, • IF NO DAMAGE TO . MEMBERS IS PRES OSB/GYPSUM BOAI THE EXIS.TING MAT ALL SHEATHING RE EXTEND BETWEEN ALLOW ATIACHME SIZE SHALL MATC~ MATERIALS AND C( ORIGINAL CONSTR WHERE HORIZONT PRESENT, PROVIDI BLOCKING AT HOR • SCRAPE VISIBLE B FROM ANY REMAI~ SURFACES. • APPLY BIOCIDE TO ADJACENT SURFA( GROWTH WAS ORI' BIOCIDE SHALL EX EDGES OF THE OB GROWTH. iv. IF BIOLOGICAL GROWTH Il CAVITY: • CONTRACTOR SHAL PARTNERSHIP OF TI PROTECT THE AREP REPAIR RECOMMEN DETERMINED BY DA • A CERTIFIED INDUS' BE HIRED FOR REMI BB -="'= _:1 1 L __ :I 1 1---_1 ' ,-:111~1!1-f '-IT'-' :1' . tE REMOVE STONE BELOW DECK FRAMING TO PREPARE FOR NEW DECK FRAMING , ! --~ i EE DEMO EXISTING STUCCO TO A HEIGHT OF 3'-Q' -" EE STONE VENEER TO A HEIGHT I r-"---t OF3'-{)'. SAlVAGE AND REUSE J'---I-DEMe EXISTING DEC~ FRAMING, /REMOVE AND SAlVAGE EXISnNG STONE VENEER FOR REUSE ON NEW DECK COLUMNS RAILINGS AND PAVE~S. L ~ ~ '-11--1 1_ THE OWNER SHALL BE CONTACTED IN REGARD TO ANY SALVAGEABLE MATERIAL OR EQUIPMENT_ ANY SALVAGEABLE ITEMS NOT TO BE REUSED OR WANTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR AFTER APPROVAL FROM THE OWNER_ 2_ THE GENERAL CONTRACTOR IS TO COORDINATE ALL WELDING VENTING, AND TIMES OF DEMOLITION AND CONSTRUCTION WITH THE OWNER AND CONCURRENT OCCUPANCY OF THE BUILDING. 3_ NOTIFY ARCHITECT IF ANY PROPOSED DEMOLITION/NEW CONSTRUCTION CONFLICTS WITH EXISTING CONDITIONS_ 4_ SUBSTRATE, EXAMINATION AND TREATMENT PROTOCOL ._ CONDUCT VISUAL EXAMINATION OF THE EXTERIOR SHEATHING TO DETERMINE EXISTING CONDITION(S)_ b_ IN THE EVENT VISIBLE BIOLOGICAL GROWTH OR WATER DAMAGE (DELAMINATION, DARK STAINING) IS DISCOVERED ON THE SURFACE OF THE SHEATHING, CONTRACTOR SHALL PERFORM STRUCTURAL RESISTANCE TESTING (SRT) USING THE SRT PROBE: i. IF SRT TESTS READ GREATER THAN 40 FOR OSB AND STRUCTURAL FRAMING OR 26 FOR GYPSUM BOARD AND THERE IS NO EVIDENCE OF BIOLOGICAL GROWTH, NO ADDITIONAL WORK IS REQUIRED. APPLY BUILDING PAPER AND DTHER FACADE MATERIALS. Ii. IF SRT TESTS READ GREATER THAN 40 FOR OSB AND STRUCTURAL FRAMING OR 26 FOR GYPSUM BOARD AND THERE IS EVIDENCE OF BIOLOGICAL GROWTH ON THE EXTERIOR FACE OF THE SHEATHING ONLY: • SCRAPE VISIBLE BIOLOGICAL GROWTH FROM SURFACES OF WOOD MATERIAL; REMOVE GYPSUM BOARD WITH VISIBLE BIOLOGICAL GROWTH, • APPLY BIOCIDE TO IMMEDIATE AND ADJACENT SURFACES WHERE BIOLOGICAl GROWTH WAS ORIGINALLY OBSERVED_ BIOCIDE SHALL EXTEND 24-INCHS BEYOND EDGES DF THE OBSERVED BIOLOGICAL GROWTH_ ii i. IF SRT TESTS READ LESS THAN 40 FOR OSB AND STRUCTURAL FRAMING OR 26 FOR GYPSUM BOARD, CUT AND REMOVE DAMAGED THE SHEATHING. • INSPECT THE STRUCTURAl FRAMING MEMBERS FOR WATER DAMAGE. IF STRUCTURAL MATERIALS ARE DAMAGED, CONTRACTOR SHALL NOTIFY DAVIS PARTNERSHIP AND PROTECT AREA UNTIL ADDITIONAl REPAIR REQUIREMENTS ARE DETERMINED BY DAVIS PARTNERSHIP_ • IF NO DAMAGE TO THE STRUCTURAl MEMBERS IS PRESENT, INSTALL NEW OSB/GYPSUM BOARD SHEATHING TO MATCH THE EXISTING MATERIAL SIZE AND TYPE_ AlL SHEATHING REPLACEMENT MUST EXTEND BETWEEN STUDS OR BLOCKING TO AlLOW ATTACHMENT. NAIL SPACING AND SIZE SHALL MATCH THE EXISTING MATERIALS AND CONFORM TO THE ORIGINAL CONSTRUCTION REQUIREMENTS. WHERE HORIZONTAL BLOCKING IS NOT PRESENT, PROVIDE 2X4 FLAT MINIMUM BLOCKING AT HORIZONTAL EDGES_ • SCRAPE VISIBLE BIOLOGICAL GROWTH FROM ANY REMAINING AFFECTED SURFACES_ • APPLY BIOCIDE TO IMMEDIATE AND ADJACENT SURFACES WHERE BIOLOGICAL GROWTH WAS ORIGINAlLY OBSERVED_ BIOCIDE SHALL EXTEND 24-INCHES BEYOND EDGES OF THE OBSERVED BIOLOGICAL GROWTH_ iv. IF BIOLOGICAL GROWTH IS VISIBLE IN THE WALL CAVITY: • CONTRACTOR SHALL NOTIFY DAVIS PARTNERSHIP OF THE CONDITION AND PROTECT THE AREA UNTIL ADDITIONAL REPAIR RECOMMENDATIONS ARE DETERMINED BY DAVIS PARTNERSHIP. • A CERTIFIED INDUSTRIAL HYGIENIST MUST BE HIRED FOR REMEDIE. DAVIS PARTNERSHIP ARCHITECTS 00",,12301 Blake SIreet, SlJile 100 Denver, CO 80205 303,661,8555 Vlillo22S Main SIreet, Un! C101 Edwards, CO 81632 970,926,8960 ~«.-Or CO{~ ~~~<6 NEVIN NOT VALID WITHOUT ORIGINAL SIGNATURE AND DATE w (.) 0 :z t-o W zw ~ -C :W::::liE -0 J tn (,,) 0 w :5 (.) c::: D.. W :z w .....J t-O 0:::: en ~ « tn (,,) (.) D.. w :s: :E c w -:z: tn Sheet n~e: DEMOLITION ELEVATIONS BID SET 12AUG2011 Sheet Number: AD1.02 DPA Project: 11925,00,000 1XJI'l'IQfr"".IWo'II~ •• c. ~ II I ~ /' ~ ~ II ,II ...... ~ ..-~ ~~~" ///Ell f~1 1 ~ ~ [L..~_ .. ___ .::ll ~!"""" ... ~""" ___ .. . I.lJ L....I 1'-,~ if -.1. ________ 1 m . l-----J m til L../V NEW STUCCO. MATCH EXISTING COlOR AND f iNISH -----~ !i,;~~;\j~~j:;~ttl",~~t; ~21~~~1 ll~~~~11~1 ml~~ r U 2";'" ,.em--. ,-.1.0 . :< . '_,", _ I. ~ .. ~ :.. .: .'.:.t',':;: -'--ft-t}~1;m· .. " ~:t:j ~~·:.:·~~1~.~.::~n ";. :~~~r~~·;7~ ":r:,'~: :.,," :-'::.>': ~~ ,; .:'.:....~ ,:.2 : . ~ -99'-.'1' ORAIN ELEVATION w-: t ~ s 8--= n ..:. ~ I:::.. -3 \... AJ.01. REPLACE STONE VENEER WITH EXISTING STONI 'IL ........ 1111 I I ./tE ---h= ~ ~ -.l::;;;: ~ ~ ~ -,.---, ~ 1-~ T :..l::= ~ . ~ tE J:;:7;, {.I$ 1 -I!!: f'!" @NEW COLUMN. REUSE EXISTING STONE 7 -VENEER. PROVIDE NEW FRAMING I 5"ee. fllb\ 1ttf~»1IvJ-h #$2,;? fOR.. Co At4YWf JZ~ulre"",u}, /111 eX/4)ti vt lj olwell1Vl9s, 99'-.'1' DRNN ELEVATION , \ 2;~, 1 " ///////'-" , ..... , " ~<~ i/~ 99'-.'1' DRAIN ELEVATION ---"-'-.. -~-::J]iiiiiiiiiii--r-~G ..... /'\' , "-/..... '-. /1 \ , , 1 1 \ '" '.......... //, " _____ " ////\ ///i \ \ , \ \ \ \ \ /---_. . ~'-. ......--.~ ... -/I ///"J //j \';\ /\ /"//""-/, //\ "--/( '" '-. /0 ___ L --.::: ::::1 '\ I ._------"/---\' 99'·10' PERIMETER HIGH 99'.10' PERIMETER /"-/1 \./'\ /',! ///POINT POINT ""\ " '-----" I ",,\J< .\', , 99'-.'1' DRAIN ELEVATION o r ""\. I 0 ~ \, 99'·10' PERIMETER HIGH POINT 99'·10" PERIMffiR HIGH POINT , \ 1 ///-;r 1-1 -== H'= 'l t .:. 1--] i t--I ~ -1 __ /-,'--I -D I :J 99'·10' /~ PERIMETER HIGH POINT /99'-8' DRAIN ELEVATION 99'·1 0" PERIMETER HIGH POINT ===:r==i 0 I General Notes: 1. CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT AND COORDINATION OF DIMENSIONS IN THE FIELD THAT ESTABLISH WORK POINTS FOR THE VARIOUS TRADES. 2. CONTRACTOR SHALL INVOLVE THE ARCHITECT IN PRE·CONSTRUCTION COORDINATION MEETINGS WITH SUB CONTRACTORS & TRADESMEN. THE CONTRACTOR SHALL RELY ON THE ARCHITECT TO COMMUNICATE THE DESIGN INTENT & ANTICIPATED RESULTS. 3. DELIVERY AND STORAGE OF MATERIALS AND EQUIPMENT STAGING AREAS ARE TO BE COORDINATED WITH THE OWNER. 4 . THE CONSTRUCTION SITE IS TO BE KEPT FREE OF DEBRIS . 5. PROVIDE ELECTROLYTIC PROTECTION BETWEEN ALL DISSIMILAR METALS WHERE THEY OCCUR TO PREVENT CORROSION. 6. CONTRACTOR SHALL TAKE CARE TO PROVIDE PROTECTION FOR NEWLY INSTALLED AND EXISTING WORK AND FINISHES. 7. DO NOT SCALE DRAWINGS. IF A CRITICAL DIMENSION DOES NOT APPEAR ON DRAWINGS NOTIFY THE ARCHITECT. 8. PROVIDE SEALANT AROUND ALL PlUMBING AND MECHANICAL PIPING, DUCTS, AND MISCELLANEOUS PENETRATIONS. 9. DETAILS AND NOTES INDICATE TYPICAL CONDITIONS MINOR DEVIATIONS FROM TYPICAL DETAILS ARE TO BE ANTICIPATED AND ARE INFERRED. DETAILS AND NOTES PROVIDE DIRECTION AND OUTLINE THE DESIGN INTENT. THE CONTRACTOR SHALL USE PROFESSIONAL JUDGMENT WHEN DEALING WITH SIMILAR CONDITIONS. 10. ALL WINDOWS, DOORS, AND STOREFRONT ARE EXISTIN TO REMAIN. DAVIS PARTNERSHIP ARCHITECTS Denver 12301 Blake Street, Suite 100 Den .. " CO 80205 &13.861.8555 ' 10225 Main SIreeI, Un! Cl 01 VIII Edwards, CO 81632 970.926.8960 NOT VALID WITHOUT ORIGINAL SIGNATURE AND DATE w (.) 0 Z ..... 0 w:Z C2 C~ 0 -W -1 U)o 0 W:3 u D::a.. L.U ZW -1 ~ 00': en U)~ «u D.. W s: :!E c w -:z U) Sheet Tme: PLAN AND ELEVATION BID SET 12AUG2011 Sheet Number: A2.01 DPA Project: 11925.00.000 ~1 :w. · n.oIllSHoI!r NE_.PC \ BB " .. =""'''=,,~'''''= I lml llm~I I-", 1 II 11 1:-=1 1 ' , L_ BB ------T-/~ 88 8B S"C~ f1~ ~dAG/,.,.w£~~ #~t.., 1J 'fiW.CO AlA1'kA fU1/JJyelM~h /II\. ex 1'>/;7 tI""~I/U1 f i. II , ~----------------------~~ II 1-~-J_=~~sg;g Hi-Illlf 111 ~ Ilf 111 II III 'I 'If \--~ ...IlL 1 !::=::J ~~~~~]'f!\I~~~!@~t;~&;}11~~~ft 'i= ~~ ":t.~.;· : .. ~-:.~~ ~ ':-}.y.,,:: REPLACE STONE VENEER USING EXISTING STONE m ~·:·\~.~:~~~.~:~;~~~~.f~;'~';:;· :;:l{~ ~ f-p ' ~ r r--_ ~ ~ -~ ~ -~ '--. -'= 6 R:: r I -J@REPLACE STONE 1-1 --VENEER WITH EXISTING STONE, /I~ A3501 -' IISI ~ ~ PROVIDE DRAIN TERMINATIONS AS REQUIRED TO TIE IN DECK DRAINS. I I I LBB V NEW STUCCO TO MATCH EXISTING COLOR AND FINISH. 1== ~~ -, ~ . . l/1 -REUSE EXISTING PICKETS. -== F ~ ---~ ~ r fi -@1. CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT ANO COORDINATION OF DIMENSIONS IN THE FIELD THAT ESTABLISH WORK POINTS FOR THE VARIOUS TRADES. 2. CONTRACTOR SHALL INVOLVE THE ARCHITECT IN PRE-CONSTRUCTION COORDINATION MEETINGS WITH SUB CONTRACTORS & TRADESMEN. THE CONTRACTOR SHALL RELY ON THE ARCHITECT TO COMMUNICATE THE DESIGN INTENT & ANTICIPATED RESULTS. 3. DELIVERY AND STORAGE OF MATERIALS AND EQUIPMENT STAGING AREAS ARE TO BE COORDINATED WITH THE OWNER. 4. THE CONSTRUCTION SITE IS TO BE KEPT FREE OF DEBRIS. 5. PROVIDE ELECTROLYTIC PROTECTION BElWEEN ALL DISSIMILAR METALS WHERE THEY OCCUR TO PREVENT CORROSION. 6. CONTRACTOR SHALL TAKE CARE TO PROVIDE PROTECTION FOR NEWLY INSTALLED AND EXISTING WORK AND FINISHES. 7. DO NOT SCALE DRAWINGS. IF A CRITICAL DIMENSION DOES NOT APPEAR ON DRAWINGS NOTIFY THE ARCHITECT. 8. PROVIDE SEALANT AROUND ALL PLUMBING AND MECHANICAL PIPING, DUCTS, AND MISCELLANEOUS PENETRATIONS. 9. DETAILS AND NOTES INDICATE TYPICAL CONDITIONS MINOR DEVIATIONS FROM TYPICAL DETAILS ARE TO BE ANTICIPATED AND ARE INFERRED. DETAILS AND NOTES PROVIDE DIRECTION AND OUTLINE THE DESIGN INTENT. THE CONTRACTOR SHALL USE PROFESSIONAL JUDGMENT WHEN DEALING WITH SIMILAR CONDITIONS, 10. ALL WINDOWS, DOORS, AND STOREFRONT ARE EXISTING TO REMAIN. DAVIS PARTNERSHIP ARCHITECTS Oenverl 2301 BlakeSIreet, StrI. 100 Denver, CO 80205 303.861,8555 V "10225 Main SIreet, Un ~ Cl0l a Edwards, CO 81 632 970.92£,8960 ~ Of CO{a J...."'< ~~ CI) scon MICHAEL * NEVIN * <"/. 202985 /11 Cb. '-ff'/,--''I6'ED Afd' NOT VALID WITHOUT ORIGINAL SIGNATURE AND DATE w U 0 z: I-0 w ffi ~ c ~ 0 e-n uW 0--' w ::s t.) 0::: a.. UJ oz: W~ UF) .. ,.. ~ « VI U t.) D.. W s: :_:: iE C zU:J en Sheet Title: ELEVATIONS BID SET 12AUG20tl Sheet Number. A2.02 DPA Project: 11925.00,000 IX""I"IOHI_ !loM5~.P.c. \ PT 2>112 DFjI ~ @111 O.C. 'k 5'/:'~ 4' WOl MANIZEtl PSL '--® ...... DECK PLAN 1/4· -"-0· PLAN NOTES: 1. DL -68 PSF SL ; 72 PSF LL OEFL = L/360 TL DEFL = L/240 2. ALL WOOD FRAMING SHALL BE PRESSURE TREATED. ("PT") 3. EXISTING LUMBER MAY BE REUSED IF IT SHOWS NO SK;NS OF WATER STAINING, DAMAGE, OR ROT. 4. DECK POSTS SUPPORTED ON EXISTING FOUNDATIONS ~OOIFY PER A/52. _ " " v"MAN~ED ptL I,.;; #/b//5* • ...D~c.l. t~dfjf'r tt'/I/!CI I! $02.1.. /I..., L..I .~ \liV • ~A'1kJ1t''' 111 *~kel Wiled P'r" .£~C/~ J/7·3 • ~~ -Hl,1JnI'r (/t'H~~r /~y .IfZC//<71}:5 . 7 . /!AI/t.rl) Lu-lt:l Zt:lO !hI fee;, 7"$t.. ,2 301.5 5'/l , 14' WOlMAN ~ED PSL ~ ~ = DAVIS PARTNERSHIP ARCH ITECTS Donvor 1230' Blake StreeL S~le ,00 Denver, CO 80205 303.861.8555 Vall 10225 Main stree\ 1)11 Cl0l Edwallis, CO 81632 970.926.8960 ...J ~ :::J IU[5 ...... N -'2 ~ 03 ~ I-,.,NO "'o~ Iii (J) ~ 00 '" "OO~ "o 'u_"r,~~LO OJ",_ W""-E;g rV 0 '" <"> 'L.L. ~ 0 .......... w U 0 :z I-0 w ffi ~ C :::liE 0 e-n UW 0... .J W :3 <.:> D:: Il.. UJ :z W I---1 o a:: en en i:S (3 D.. W 3: :_:: :E C :UzJ en Sheet Title: DECK PLAN PERMIT SET 12 APRIL 2012 Sheet Number: 81 REI Project: 11043.0 ~""' ·R>1~nl£f~RIrL _---(E) SlAB ON GRADE ----4" STAMPED CONC. SlAB W/SNOW~ELT TAPERED RIGID INSULATION RE: ARCH ORAINAGE AND WATERPROOFING RE: ARCH PLYWOOD SHEATHING -...... 2, DECK JOISTS RE: PLAN FOR SPACING ---SOFRT N RE: ARCH ---SIMPSON LUS210 SIMPSON SUR/L210 II SKEWED CONN. SIMPSON LUS210-3 II (3) 2,12 --2,12 DFI2 LEDGER W/(2) ROWS V;hS" EXP. BOLT II 12 O.C. (E) CONCRETE WAlL (E) STONE VENEER =CK JOISTS @LEDGER @CONC WALL = "-0-l ~ I I l __ -5'/; WOL~I ZED PSL ----RE: PLAN ----COLUMN CAP RE: G/S2 ---8,8 DFNI POST EAM CONN @POST 4" = 1'-0" :E BRICK & STONE _____ :H l--------NG II 48" O.C.~ /WEB BLOCKING -----/oj WALL BEYOND-------~RAMING @FIREPLACE 14" = 1'-0" 8" CMU WI 14 €I 48" O.C. VERT '" HJR €I 16" O.C. (E) M7 TO REMAIN IF RUST DMIAGE < 1/32" OTHER'MSE REPLACE W/W8xl0 GENERAL NOTES I. 2. 3. •• GENERAL B. THESE NOTES SHALL SERVE AS THE SPECIF ICA TI ONS FOR THE STRUCTURAL PORT ION OF THE WORK. C. ARCH ITECT' S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. D. CHECK ALL D I~E NSIONS ON STRUCTURAL DRAWINGS AGA INST ARCHITECTURAL DRAW INGS. E. VER IFY OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH ARCHITECTURAL, MECHANICAL, CIVIL AND ELECTRICAL REQUIREMENTS. GOVERNING BUILDING CODE: IBC 2009 :/..00" z;..f..L, LIVE LOADS USED IN DESIGN A. WIND PRESSURE PER IBC 2009 1. BAS I C WI ND SPEED (3 SEC GUST) . .. .. .. .. . ... 90 MPH 2. WIND EXPOSURE CATEGORy .. ........ .... .. ........ .... .. C J. WINO DIRECTIONALITY FACTOR, Kd ............. .. ...... O. 85 4. WIND TOPOGRAPHIC FACTOR, Kzt ...... .. .. .. . ... . .. ..... 1. 0 5. WIND IMPORTANCE FACTOR, Iw ........... ........ ...... 1. 0 B. DECK 1. GROUND SNOW LOAD, Pg ........................ ,... 67 PSF 2. SNOW EXPOSURE FACTOR, Ce.. ...... ..... .. .... .. ...... 0.9 J. SNOW THER~AL FACTOR, Ct.. . . .... ............... 1. 2 4. SNOW IMPORTANCE FACTOR, Is......................... 1. 0 S. MINIMUM FLAT ROOF SNOW LOAD, PI ... SI PSF (NOT REDUCED) DISCOVERY AND FIELD VERIFICATION A. DUR ING CONSTRUCTION. THE CONTRAC TOR ~AY ENCOUNTER EX ISTI NG CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION (DISCOVERY) . SUCH CONDITIONS MAY INTERFERE WITH NEW CONSTRUCTION OR REQUIRE PROTECTION AND /OR SUPPORT OF EX ISTI NG WORK DURING CONSTRUCTION, OR ~AY CONS IST OF DAMAGE OR DETER IORATI ON TO STRUCTURAL MATERIALS OR COMPONENTS WH ICH COULD JEOPARD IZE THE STRUCTURAL INTEGRITY OF THE BUILDING(S). B. THE CONTRACTOR SHALL NOTI FY THE ENG I NEER OF ALL DISCOVER I ES HE BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUI LD ING(S) PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVER IES. C. THE STRUCTURAL DOCUMENTS MAY SPECIFY DIMENSIONS, ELEVATIONS AND CONSTRUCTION CONDITIONS TO BE FIELD VERIFIED. THE GENERAL CON TR ACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL SPECIFIED COND ITIONS PRIOR TO PROCEED ING WITH THE CONSTRUCTION OR FABRICATION OF ANY STRUCTURAL COMPONENTS RELATED TO SUCH CONDITIONS. THIS FIELD VERIF ICATION SHALL BE MADE IN A TIMELY ~ ANNER SO AS TO CAUSE NO DELAYS IN EXECUTION OF THE WORK. S. STRUCTURAL STABILITY DURING CONSTRUCTION A. THE STRUCTURAL DRAW INGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL ELEMENTS IN THE IR FINAL POS ITIONS, PROPERLY SUPPORTED AND BRACED. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS. C. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER SHOR ING AND BRACING AS MAY BE REQU IRED DURING CONSTRUCTION TO ACHIEVE THE FINAL COMPLETED STRUCTURE. 6. SUB~ ITT ALS A. FURN ISH TWO PRINTS OF SHOP AND ERECTION DRAWINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMIT IN A TIMELY MANNER TO PERMIT 10 WORKING DAYS FOR REV IEW BY STRUCTURAL ENGINEER. B. FURN ISH TWO SETS OF CONCRETE, GROUT AND MORTAR MIX DESIGNS IN CLUD ING STRENGTH TEST DATA AND MANUFACTURER'S LITERATURE ON ADMIXTURES FOR REVIEW BY STRUCTURAL ENGINEER NO LATER THAN 2 WEEKS PR I OR TO ON-S ITE USE OF THESE MATER I ALS. C. GENERAL AND SUB-CONTRACTOR NO TES: 1. ) THE GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS PR IOR TO SUBMITTAL FOR REVIEW BY THE STRUCTURAL ENG INEER IN ACCORDANCE WITH THE PROJECT SPEC IF ICATIONS. 2.) THE STRUCTURAL DRAWINGS SHALL NOT BE USED AS BACKGROUNDS FOR SHOP OR ERECTION DRAWIN GS. DRA WINGS PREPARED IN THIS MANNER AND SUB MI TTED FOR REVIEW TO THE STRUCTURAL ENGINEER WI LL BE RETURNED REJECTED AND CONSIDERED AS NOT BEING IN CONFORMANCE WITH THE PROJECT SPECIFI CA TI ONS. /1/1 "p..e-vIA'fr~j ~ ,?/~5 ~-bftllr~ eU?IU&f 5&/Pt/""I'//hfl(//1. 7. TIMBER A. ALL TIMBER PRODUCTS SHALL BE IN ACCORDANCE WITH THE NATI ONAL FOREST PRODUCTS ASSOCIATION, NATI ONAL DESIGN SPECIFICATION, LATEST EDITION. B. ALL LUMBER SHALL BE VISUALLY GRADED AND HAVE A ~AXIMUM MO ISTURE CONTENT OF 19%. C. FRA~ I NG LU~BER: 2X8 AND LARGER, DOUGLAS FIR-LARCH, I N THE FOLLOWING GRADES: 1.) FLOOR JOISTS AND ROOF RAFTERS: NO. 2 OR BETTER. 2.) BEA~S . STRINGERS, POSTS AND TIMBERS: NO. I OR BETTER. D. ALL MULTIPLE MEMBER BEAMS AND POSTS MADE FROM FRA~ ING LUMBER SHALL BE NAILED TOGETHER TO FOR~ A SINGLE. COMPOS ITE UNIT US ING NO LESS THAN TWO ROWS OF 16d AT 12" O.C. E. CO~PLY WITH MINIMUM STANDARDS FOR FRAMING CONNECT IONS AS SET FORTH IN IBC TABLE NO. 2304. 9. I AND AS DETAILED. F. LA~I NATED VENEER LU~BER (LVL) AND PARALLEL STRAND LUMBER (PSL): 1.) LVL OR PSL PRODUCTS SHALL BE PLANT FABRICATED IN A CONTINUOUS PRESS WITH ALL GRAIN OR IENTED PARALLEL TO THE LENGTH OF THE MEMBER. 2.) ALL LVL OR PSL PRODUCTS SHALL BE SUBMITTED FOR APPROVAL WITH REFERENCE TO THE APPLICABLE CURRENT NATIONAL EVALUATION REPORT PREPARED BY CABO, OR CURRENT EVALUATION REPORT PREPARED BY I CBO. J. ) LVL ~E~BERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES: o. FLEXURAL TENSION OR COMPRESSiON . ... . ..... 2600 PSI b. HORIZONTAL SHEAR .......................... 28S PSI c. COMPRESSION PARALLEL TO GRAIN ..... .. ..... 2460 PSI d. COMPRESSION PERPENDICULAR TO GRAIN ........ 7S0 PSI e. ~ODULUS OF ELASTICITy ... ...... ..... 1,800,000 PSI 4. ) PSL ~E~BERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES: o. FLEXURAL TENSION OR COMPRESS ION.. . ... 2900 PSI b. HORIZONTAL SHEAR ....... .. ................. 290 PSI c. COMPRESSION PARALLEL TO GRA IN . ........... 2900 PSI d. COMPRESS ION PERPENDICULAR TO GRAIN ........ 750 PSI e. ~ODULUS OF ELASTICITy ............... 2,000,000 PSI G. LAMINATED ~E~BER SIZES SHOWN ARE NET: OTHER ME~BER SIZES ARE IICl\'\\N~L . H. SHEA TH I NG: 1.) CONFORM TO AMERICAN PL YWOOD ASSOCIATION (APA) DESIGN SPECIFICATION. LA TEST EDITION. SHEATHING SHALL BE CONTINUOUS OVER THREE ADJACENT SPANS MINIMUM. 2.) FLOOR SHEATHING: 3/4" THICK TONGUE AND GROOVE APA RATED SHEATHING 32/16. EXPOSURE 1. NAIL TO SUPPORTS WITH 10d @6 INCHES O. C. AT ALL PANEL EDGES AND IDd @10 INCHES O. C. AT INTERIOR OF PANEL. GLUE FLOOR SHEATHING TO SUPPORTS WITH "TITE -BOND-(OR APPROVED EQUI VALENT). CONSTRUCTION ADHESIVE SHALL MEET APA AFG-OI. l. ALL TIMBER CONNECTORS SHALL BE "STRONG-TIE" CONNECTORS AS MANUFACTURED BY THE SIMPSON STRONG-TIE CONNECTOR COMPANY. FOLLOW SUPPLIER'S INS TALL ATION RECOMMENDATIONS. J. LAG SCREWS: I.l CONFORM TO ANSI/ASME STANDARD B18. 2.1-1981. 2. CLEARANCE HOLE FOR SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF UNTHREADED SHANK. 3.) LEAD HOLE FOR THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 70% OF DIAMETER OF UNTHREADED SHANK. 4.) THREADED PORTION OF LAG SCREW SHALL BE INSERTED INTO LE AD HOLE BY TURNING WITH A WRENCH, NOT BY DR IVING WITH A HAMMER. S.) USE SOAP OR OTHER LUBRICANT ON LAG SCREW OR IN LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO LAG SCR EW. ~ = DAVIS PARTNERSHIP ARCHITECTS Denv.r 12301 8lake SlreeL Sule lOll Denver. CO 00105 303.861.8555 Vail 1 0225 Ma" StreeL Uni C I 0 I Edwards. CO 81632 970.926.8960 rei W (.) :z ..... W :z w -C :W:::E en W ~ 0::: a.. :z W 0 c::: en (::..::): D.. w ::E c -en Sheet TItle: .....J ~ ::> I-015 --,.N -J,l!! 0:: ~ ~ I->oN <=> -<=>~ U) '" 00 Lt) ~OO> '0 , ~c..:~ -cn~c~Lut_) W..--~~ ..v <=> Q) "" LL.. ~Cl_ 0 0 (2 0 ....I 0 (.) w ....I I-«en (.) $: w :z DETAILS PERMIT SET 12 APRIL 2012 Sheet Number: 82 REI Project: 11043.0 CiOP'IIIO'I' a "·I'o6 ",,"CllI'W.