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09090015 Permit Docs & SpecsCOVER SHEET 09090015-D 19711 AUBURN CT no Vl Status Intt ` IN RETURN Status irut IN RETURN Status Is1tt _ RES it ant � i. Y ♦ i� "✓ �"i'x�� "� ✓isria ,� ) If t e1 �v � � r r � t f � r f ��..3 + N !f 1 h � $3a ,Nc) �� (GARAGE) a 3 CQ+L��s�Qyf' {„ T:i. SQ.FT. RES. REMODEL K POtE#_' FAX fte READ. PAID NOTE CONSTRUCTION TAX ('Y`) (N) E ,'�� 1y SCHOOL FEES (Y) (N) HOUSING MITIO (Y) (N) . .�, HEART 4F THE CITY (Y) (N) >a � I CSUE,, DATE S -d �' TOTAL FEES CITY OF CUPERTINO BUILDING PERMIT I BUILDING ADDRESS: 19711 AUBURN CT CONTRACTOR: R NED BD - TO BE I PERMIT NO: 09090015 I OWNER'S NAME: KAREN PAPAS DATE ISSUED: 09/03/2009 OWNER'S PHONE: 4085170522 1 PHONE NO: 1] LICENSED CONTRACTOR'S DECLARATION f— r— BUILDING PERMIT INFO: BLDG ELECT PLUMB License Class Lic. # r` r r MECH RESIDENTIAL COMMERCIAL Contractor Date 1 hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. 1 hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is correct. 1 agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section 9,18. Date OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.7044, Business & Professions Code). I hereby affirm under penalty of perjury one of the following three declarations: I have and will maintain a Certificate of Consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of Califomia. If, after making this certificate of exemption, I become subject to the Worker's Compensation provisions of the Labor Code, I must forthwith comply with such provisions or this permit shall be deemed revoked. APPLICANT CERTIFICATION I certify that 1 have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Ad tionally, the applicant understands and will comply with all non -point gulations per the Cupertino Municipal Code, Section sourc e 9.18. ., i JOB DESCRIPTION: ADD 91.6 SQ FT TO REAR OF RECREATIONAL ROOM, BATH, REMODEL 188 SQ FT OF BATHRM & INTERIOR UPGRADES REPLACE BAY WINDOWS @ FRONT BEDROOMS Sq. Ft Floor Area: I Valuation: $100000 APN Number: 31632003.00 1 Occupancy Type: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS FROM LAST CALLED INSPECTION. Issued b Date: �rf� RE -ROOFS: All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. Signature of Applicant: Date: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE 1 have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. 1 will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Section 25532(a) should I store or handle hazardous material. Additionally, should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District I will maintain compliance with the C pertino Municipa Code, Chapter 9.12 and the Health & Safety Code, Sect25505, 25533, a d' 534. Owner or authorized agent: �t/L/r Date: CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of work's for which this permit is issued (See. 3097, Civ C.) Lender's Name Lender's ARCHITECT'S DECLARATION 1 understand my plans shall be used as public records. Licensed Profession Signature Date t CITY OF CUPERTINO CITY OF CUPERTINO ADDITION/REMODEL PERMIT APPLICATION FORM APN # 3 j �2. Date: OD 63 a Is a 2" unit being added? Yes ❑ No If yes, please fill out the permit application for 2" unit. Building Address: 10711 -AUf L4 U L-7911110 cA - 0501 Mailing Address (if different from building address): Owner's Name: ?APT Phone # L468) 517-o520 Contractor: Phone #: Fax #: Contractor License #: Cupertino Business License #: Contact: Phone #: 41�6) 5415-6663 4511_} Fax #: Building Permit Info: Bldg. Elect. Plumb. �� Mech. ❑ Hillside ❑ Job Description: Addition -What is being added?(Be Specific): What is being remodeled (not including addition)? Remodel Includes Re -Roof. Yes [ No If yes list number of squares Remodel Includes Structural: Yes [ No Do you have the pre -application planning approval? Yes ❑ No If yes, please provide a copy of your planning approval letter. Planners name: Square Footage: Addition: Porch: Deck: Garage: Detached Attached Remodel: Kitchen Bath Other Type of Construction (Usage Class): Occupancy Type: 1-A, 1-B ❑ II/III/V-A ❑ II/III B, IV -HT, V-B &,—` l` —'3 Valuation: I�� Please check this box if the project is a second -story addition ❑ Project Size: Express M STa-hdard ❑ Large ❑ Major ❑ Please complete relevant portion of the Green Building Checklist & attach it to the application or if applicable, Green Building Points Achieved: include in plan set & the sheet index. ***For Office Use Only*** Over -the -Counter ❑ Revised 07/06/09 CITY OF CUPEkTINO CITY OF CUPERTINO ADDITION/REMODEL FEE SCHEDULE Quantity Sq Ft Fee ID Fee Description Fee Group Permit Type ADDITIONS lR3SFDADD IPLLONGRNGR Long Range Plan'ning/Residential PL IR31NSP Dwellings Inspecti6ns B IR3PLNCK Dwellings plan check B I R3REPINSP Dwellings Repeat Inspection B IR3REPPLNC Dwellings Repeat Plan Check B IR3HINSP Dwellings Hillside inspection B IR3HPLNCK Dwellings Hillside,'plan check B IR3HREINSP Dwellings Hillside: Repeat Inspection B IR3HREPLNC Dwellings Hillside Repeat Plan Check!, .B. IR3ALTINSP Dwellings Alternate Materials Inspection,- - B 1R3ALTPLNC Dwellings Alternate Materials Plan Check B IPCESS Cesspool P IPPRSEWG Ea. Private Sewage Disposal System P IPRSEWER Sewers P IBPSPRINK Lawn Sprinkler/Ba : 6kflow -.P IBPWSVCS Main Water Service P IBCBSC Cal Bldg Standards Commission Fee B, ALL PERMIT TYPES IBSEISMICRE SeismicResidenti4 B N 1RER00FRES, Residential Re -roof Each 100 SF B CITY OF CUPEkTINO Community Development 10300 Torre Avenue Cupertino CA 95014 Telephone (408) 777-3228 Fax (408) 777-3333 Building Department JOB ADDRESS: 1 , 7 11 PERMIT # 070"0 (S OWNER'S NAME: PHONE # 0S) 51 — 05,19 GENERAL CONTRACTOR FAX # I am not using any subcontractors: Signature Please check applicable subcontractors and complete the following information: Date SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE # Cabinets & Millwork Cement Finishing Electrical Excavation Fencing Flooring: Carpeting Linoleum / Wood Glass / Glazing Heating Insulation Landscaping Lathing Masonry Ornamental Sheet Metal Painting / Wallpaper Paving Plastering Plumbing Roofing Septic Tank Sheet Metal Sheet Rock Tile Owner/Contractor Signature Date ARBOR RESOURCES profe55ional consulting arbori5t5 and tree care A TREE PROTECTION PLAN FOR ONE DEODAR CEDAR AT 19711 AUBURN COURT CUPERTINO, CALIFORNIA Submitted to: Mr. Mark Papas 19711 Auburn Court Cupertino, CA 95014 Prepared by: David L. Babby Registered Consulting Arborist 4399 Board -Certified Master Arborist #WE-4001 B August 10, 2009 P.O. box 25295, San mateo, california 94402 ■ email: arborre5ource5@comca5t.net phone: 650.654.3351 ■ fax: 650.240.0777 ■ I1cen5ed contractor #796763 .r David L. Babby, Registered Consulting Arborist August 10, 2009 TABLE OF CONTENTS SECTION TITLE PAGE 1.0 INTRODUCTION........................................................... 1 2.0 OBSERVATIONS............................................................ 2 3.0 REVIEW OF POTENTIAL IMPACTS ................................. 4 4.0 TREE PROTECTION GUIDELINES ................................... 5 5.0 ASSUMPTIONS AND LIMITING CONDITIONS ................... 8 8 David L. Babby, Registered Consulting Arborist August 10, 2009 1.0 INTRODUCTION Mr. Mark Papas is planning to construct a single -story addition to his residence at 19711 Auburn Court, Cupertino, California. The addition is situated immediately adjacent to one large cedar, and I have been retained by Mr. Papas to prepare this report as part of his application submittal. Specific tasks performed for my review are as follows: ■ Visit the site on July 30, 2009 and identify the cedar in question. ■ Measure the tree's trunk diameter at 54 inches above grade. ■ Ascertain the tree's health and structural integrity. ■ Estimate the tree's height and canopy spread. ■ Obtain photographs of the tree. ■ Review and comment on the potential impacts that will occur during construction. ■ Consult with the project architect and structural engineer. ■ Prepare a written report containing the aforementioned information, and provide recommendations for avoiding or mitigating impacts to the tree. 19711 Auburn Court, Cupertino Page I of 8 Mr. Mark Papas, Property Owner David L. Babby, Registered Consulting A rborist August 10, 2009 2.0 OBSERVATIONS The tree in question is a deodar cedar (Cedrus deodara) located in the backyard of the subject site. It has a trunk diameter of 32 inches, a height of nearly 50 feet, and a canopy spread of 60 feet across. Because of its species and size, it is regarded as both a "protected tree" and "specimen tree" pursuant to Section 14.18.035 and Appendix B, respectively, of the Cupertino Municipal Code. The tree appears healthy and structurally stable, and additional photographs of the tree are as follows: 19711 Auburn Court, Cupertino Page 2 of 8 Mr. Mark Papas, Property Owner David L. Babby, Registered Consulting Arborist 19711 Auburn Court, Cupertino Mr. Mark Papas, Property Owner 10, 2009 Page 3 of 8 David L. Babby, Registered Consulting Arborist August 10, 2009 3.0 REVIEW OF POTENTIAL IMPACTS The proposed addition will be constructed very close to the tree's trunk. The trunk's visible base is three feet from the existing foundation and proposed addition, and there is a large eight -inch diameter root that, where it is visible above grade, is 2.3 feet from the future addition. If a traditional footing was constructed, soil cuts and the loss of this significant root (as likely other significant ones) would occur less than one -foot from the trunk's base due to overcut for forming and building the foundation. Consequently, the tree would be subjected to severe root loss, instability, and potential premature decline. To identify the location and amount of significant roots within the addition's footprint, exploratory digging was performed by the owner, Mr. Papas. The digging revealed the location of the large root mentioned above, and was found to be approximately ten inches from the existing foundation. As this root serves a vital role towards the tree's stabilization, it is essential for it to remain and not be damaged. Note that the exposed root should be immediately buried with soil. To achieve retention of the root, alternative foundations were discussed with the architect and structural engineer. To my understanding, it is possible for the foundation to be constructed in a manner than retains and bridges the root, and for the tree to maintain its stability. A foundation identified to achieve this utilizes one spread footing installed at the northeast corner of the addition, and grade beams installed along the perimeter of the foundation where within 12 to 15 feet from the tree's trunk. There must also be no crawl space or fill beyond the addition or existing foundation, and the beams should not be imbedded into existing grade by more than four inches. Additional recommendations presented in next section of this report should also be incorporated into the project plans, and carefully followed throughout the entire construction process. 19711 Auburn Court, Cupertino Page 4 of 8 Mr. Mark Papas, Property Owner David L. Babby, Registered Consulting Arborist August 10, 2009 4.0 TREE PROTECTION GUIDELINES Recommendations presented within this section are intended to serve as guidelines for mitigating or avoiding impacts to subject tree. Note that they are subject to modification upon reviewing any revised plans. 1. The recommendations presented in the previous section should be followed. 2. No walkways or other hardscape should be constructed within the existing unpaved area beneath the tree's canopy. 3. All existing, unused lines or pipes within 20 feet from the tree's trunk shall be abandoned and cut off at existing soil grade (rather than being dug up and causing subsequent root damage). 4. The drainage pattern (temporary and permanent) should not direct water beneath the tree's canopy. 5. Future Landscaping should conform to the following guidelines (applicable to where within 20 feet from the tree's trunk): a. Ground cover beneath the tree's canopy should consist primarily of a three- to four -inch layer of coarse wood chips (but not placed against the tree's trunk). b. Plant material installed should be drought -tolerant, limited in amount, and planted at least 48 inches from the trunk. c. Irrigation applied should be low -volume, applied irregularly (such as only twice per week), and temporary (such as no more than three years). Irrigation should also not be applied within 36 inches from the trunk. d. In the event trenches for irrigation and/or lighting are required within the specified distance, they must be installed in a radial direction to the tree's trunk. If this is not possible, the work may need to be performed using a pneumatic air device (such as an Air -Spade®) to avoid unnecessary root damage. e. Tilling beneath its canopy should be avoided, including for weed control. 19711 Auburn Court, Cupertino Page S of 8 Mr. Mark Papas, Property Owner David L. Babby, Registered Consulting Arborist August 10, 2009 6. Prior to demolition and any construction activities, tree protection fencing must be installed to restrict access on unpaved ground within the existing planter area. It shall be comprised of five- or six-foot high chain link mounted on two-inch diameter steel posts that are driven 24 inches into the ground and spaced no more than 10 feet apart. The fencing shall be installed no more than 12 inches inside the existing walkway, one -foot from the trunk where within five feet from the trunk's base, and no more than 48 inches from the existing foundation and proposed addition. It shall be maintained and remain upright throughout construction. 7. Unless otherwise approved, all development activities must be conducted beyond the designated -fenced area, as well as beyond unpaved areas beneath canopies of trees not inventoried for this report. These activities include, but are not limited to, the following: operation and travel of motorized equipment and vehicles, including for small tractors (i.e. foot -traffic and wheelbarrow access only); stockpiling and dumping of materials, including spoils; and equipment cleaning. As such, the routes of access, staging area, and washout pits must be clearly defined on -site prior to equipment operating on unpaved soil at the site. Tree trunks shall also not be used as winch supports or for moving/lifting heavy loads. 8. Prior to demolition and the arrival of heavy equipment to the site, a four- to five -inch layer of coarse wood chips ('/4- to 3/4-inches in size) from a local tree service company shall be manually spread on unpaved soil within the designated -fenced area (but not against the trunk), and a six- to eight -inch layer where between the fencing and existing foundation and addition (no need to place the chips within 12 inches from the future addition). To create a walking platform around the home, 3/4-inch plywood can be laid on top of the chips and securely tied together. 9. Removal of the existing hardscape within 20 feet from the tree's trunk shall be manually performed (i.e. pick/shovel and wheelbarrow), and not require any tractor or equipment operating on unpaved ground within this distance. 10. All digging within 20 feet from the tree's trunk shall be manually performed. 19711 Auburn Court, Cupertino Page 6 of 8 Mr. Mark Papas, Property Owner C David L. Babby, Registered Consulting Arborist August 10, 2009 11. If a trench is approved, any roots encountered with diameters between one to two inches could be removed, but must be cleanly severed at right angles to the direction of root growth. In doing so, sharp cutting tools (e.g. loppers or handsaw) should be used, and the cuts must occur against the tree side of the trench. The severed root end should be covered with backfill soil the same day. 12. Also during trenching, any roots encountered with diameters of two inches and greater should be retained and not damaged; I should be consulted in the event this is not feasible. Also, they should be either be covered with soil or wrapped in moistened burlap within one -hour of becoming exposed. If burlap is used, it should remain continually moist until the trench is backfilled. 13. Throughout construction during the months of May thru October, supplemental water must be supplied to cedar tree via soaker hoses laid on unpaved ground beneath its canopy (but not within 24 inches from the trunk). I recommend the water is applied each week at a rate of five gallons of water per every 25 feet of hose. 14. Tree pruning shall be performed by a California state -licensed tree service company (D-49 classification) that has an ISA certified arborist in a supervisory role, carries General Liability and Worker's Compensation insurance, and abides by ANSI A300- 2001 (Pruning) standards and ANSI Z133.1-2006 (Safety Operations). Pruning should be limited to clearing encroachments, removing deadwood one -inch and greater in diameter, and reducing heavy limb weight. 15. The disposal of harmful products (such as cement, paint, chemicals, oil and gasoline) is prohibited beneath canopies or anywhere on site that allows drainage beneath or near canopies. Herbicides should not be used beneath a tree's canopy; where used on site, they should be labeled for safe use near trees. 19711 Auburn Court, Cupertino Page 7 of 8 Mr. Mark Papas, Property Owner David L. Babby, Registered Consulting Arborist August 10, 2009 5.0 ASSUMPTIONS AND LIMITING CONDITIONS ■ All information presented herein considers the condition and appearance of trees observed on July 30, 2009. ■ My observations were performed visually without probing, coring, dissecting or excavating. I cannot, in any way, assume responsibility for any defects that could only have been discovered by performing the mentioned services in the specific area(s) where a defect was located. ■ The assignment pertains solely to those trees evaluated for this report. I hold no opinion towards other trees on or surrounding the site. ■ I cannot provide a guarantee or warranty, expressed or implied, that deficiencies or problems of any trees or property in question may not arise in the future. ■ All information presented on the plans reviewed is assumed to be correct. I cannot guarantee or be responsible for the accuracy of information provided by others. ■ The information provided herein represents my opinion. Accordingly, my fee is in no way contingent upon the reporting of a specified finding, conclusion, or value. ■ This report is proprietary to me and may not be copied or reproduced in whole or part without prior written consent. It has been prepared for the sole and exclusive use of the parties to who submitted for the purpose of contracting services provided by David L. Babby. ■ The map presented in this report is solely intended to show approximate tree locations and numbers and shall not be interpreted as an engineered or architectural drawing. ■ If any part of this report or copy thereof be lost or altered, the entire evaluation shall be invalid. Prepared By: AM V - (04�y David L. Babby Registered Consulting Arborist #399 Board -Certified Master Arborist #WE-4001 B Date: August 10, 2009 A Z t1J AA j rrryaC^"'Uni"s " 19711 Auburn Court, Cupertino Page 8 of 8 Mr. Mark Papas, Property Owner Bay/Bow Windows Tuscany' Vinyl Replacement Window Bay picture Bay casement Bay single -hung T T Bow window/single-hung 3-segment Bow window/picture 4-segment Bow window/casement 5-segment o BAY PICTURE - Min 4111 o BAY SINGLE -HUNG - Min 4026 o BAY CASEMENT - Min 4116 o BOW 3 - SEGMENT (picture, casement) - Min 5°lb Single Hung - Min 5126 o BOW 4 - SEGMENT (picture, casement) - Min 6°16 Single Hung - Min 6026 o BOW 5 - SEGMENT (picture, casement) - Min 8011 Max 8°5° Max 8151 Max 8°5° Max 6°5° Max 6151 Max 8150 Max 8150 S�e Max 10°5° J- Min 8026 Max 10050 NOTE Foieagineeriag approval cantactyourMi/gardrepreseflWiue forany =t/gurat/oo over 40square feet. Eac/1 iYfi/gardManufactuiing p/antreser�es i the right to a/terorchange sizes and confgurations accordng to location 1 capabi/ifies AskyourMi/gard rep about specialty-app/icatiows__ _, _ __ Wwdows over 40square feet shipped open forf/e%dg/&zing. - - vadesbylocation. - t. , t_J_ 1_.. _ F 1 Bay/Bow Windows Tuscany' Vinyl RE_ Tuscany is designed for replacement applications and it is available in multiple frame styles includ- ing nail -on fin frame, the series is appropriate for new construction, The Tuscany series vinyl Bay/Bow window offers the outstanding insulating properties, low maintenance, and contemporary aesthetic appeal only vinyl can provide. Available in white or tan homogenous window frames, Tuscany's durable vinyl exterior will never need painting. The windows will maintain their color and shape and can be constructed to your exact size specifications, subject to engineering review. All Milgard win- dows are made to order at no additional charge. Like all Milgard windows, patio doors and sky- lights, the Tuscany series has a Full Lifetime Warranty to the original single family homeowner covering both materials and labor, The Tuscany series also carries a lifetime glass breakage warran- ty. The Milgard Full Lifetime Warranty is fully transferable unlimited up to 10 years. For more information, locate our simple 'one -page warranty' on milgard.com. Commercial, apartment, multi family, and co -housing projects are covered by a 10-year warranty from date of manufacture, covering all materials and labor, including the glazing unit, CONFIGURATIONS Milgard's 8000 Series Bay Windows include 18", 24" or 30" "flankers" or side windows, joined at 45' to a pic- ture window in the center. Flankers are available in picture, single -hung, or casement windows. Milgard's 8000 Series.Bow Windows are standard in 3', 4', or 5' heights joined at 13 degrees in overall size from 511, to 10,51. Flankers are available in pic- ture, single -hung, casement or awning windows. Milgard Vinyl Bay/Bow Windows are available in custom sizes to match almost any design, either new or retrofit. COMPONENTS FRAME Tuscany is available in a variety of frame and trim choices. The 3-1/4" deep nail on frame is ideal for both New Construction and Replacement installations. We offer a standard nail fin frame for New Construction, a Block frame with no fins for insert Replacement and two different Z bar flange options, welded into the frame, for stucco exterior Replacement applications. Frame components are made of a high performance uPVC, rigid polyvinyl chloride material, custom com- pounded for superior impact resistance, color retention and weather resistance. The frame and sash comers are all precision mitered and fusion welded for a lifetime of air and water resistance. The Tuscany product line meets or exceeds the AAMA/WDMA/CSA 101/I.S.2/A 440-05 Industry Specification for Windows and Doors. They are also tested for Forced Entry Resistance to the ASTM F588-97 stan- dard, Grade 20 level. Each window is labeled with the NFRC Energy Star performance information, based on the type of glazing you select. r� NAIL -ON FIN A 1-1/4" or 2" pre -punched nail flange extends around the perimeter frame, securing the window in rough openings and acting as a part of the flashing syste. Fin setbacks are available in 1-3/8" from outside of frame; also in 1" for our SW locations using 3 coat stucco applications (not available at all locations). WEEP SYSTEM Hollow sill construction and offset weep baffles release any accumulated moisture and help prevent blow back, or water seeping to the interior caused by a combination of wind and rain. GLAZING MATERIAL AAMA approved glazing tape adheres glass to the fixed panel and vent frame and seals and cushions the glass. Rigid vinyl setting blocks are used to support the unit above the sill, preventing glass slippage. Extruded vinyl glaz- ing (snap -in) bead is applied around the interior edge. "Interior glazing" makes replacement of glazing unit conven- ient, and provides equal exterior sight lines. GLASS Insulating dual sealed equivalent glazed panes, 7/8" in overall thickness, are butyl sealed for energy efficiency. Specialty glass options are available upon request. STAIRSTEP WEATHERSTRIPPING — CASEMENT Two flexible PVC leaf seal on the vent panel providing a weather -tight seal. — SLIDERS Silicone -treated water-repellent polypropylene fin seal weatherstripping provides a durable, weather -tight seal. This weatherstripping is installed in an integral, continuous keyway around the entire perimeter of the vent panel and meeting rail. SCREEN Milgard's exclusive PureView" screen frames are cambered alu- minum, assembled with rigid nylon corner clips. Rolled pull rail pro- vides simple installation and removal. Screens come standard with matching frame color. PureView's innovative screen uses smaller diameter yarn, improving the interior view. The finer mesh also reduces the appearance of a screen, enhancing curb appeal. PureView's fiberglass charcoal screen mesh is strong, durable and easy to replace. All screens are under one year warranty. ENERGY PACKAGES Milgard offers two energy efficiency upgrade packages that offer increased U-Value performance. 3D" and 3D MAX" use the ENER- GY STAR® criteria from each climate zone and utilize materials that are tailored to each individual climate to increase energy efficiency. The combination of the frame material, product design and glazing unit make up the 3 components of the energy packages. The Tuscany Series receives up to 23% increase in energy efficiency with the 3D MAX package. Note: • Packages available in most markets. Please see your local sales representative for details. • 3D and 3D MAX energy packages are based on insulated glass units with Single Strength (3/32") and Double Strength (1/8") glass. Some glass thickness- es and internal grid combinations may result in lower energy performance. • 3D and 3D MAX energy packages are not included with the 8125 Double Slider, 5621WS Wide Stile Sliding Door, 8225 Double Hung when selecting grids and are currently not available in breather tube applications. OPTIONS GRIDS Available in 5/8" flat or 1-1/16" sculptured aluminum profiles sealed between panes. Color -matched to frame. GLASS Full Lifetime Glass Breakage Warranty. For complete warranty details visit milgard.com. TEST STANDARDS See Test ReportsiEnergy Ratings section. Caution: The use of petroleum based fuels or solvents as release agents in stucco wall installations or glass deaning will chemically attack materials used in seals and other components, and voids the Milgard Warranty. The use of wax based release agents is recommended. Expanding foam for insulation purposes should not be used. Backer rod or loose packed fiberglass bat insulation is recommended. BAY FRAMING DETAIL ROUGH OPENING 45° CANT (FOR NAIL FIN ATTACHMENT PROJECTION i B 1 " FIN SET BACK 18" FLANKERS — 14 11/16" PROJECTION B=R.O. minus 23 3/8" R.O. WIDTH A B 48" 20 13 16" 24 5 8" 60" 20 13 16" 36 5 8" 72" 20 13 16" . 48 5 8" 84" 20 13 16", 60 5 8" 24" FLANKERS — 18 15/16".PROJECTION B=R.O. minus 31 , 7/8" ' R:O. WIDTH A B 60" 26 13 16" 28 1 8" 72" 26 13 16" 40 1 8" 84 26 13 16 52 1 8 96" 26 13 16" 64 1 8" 30" FLANKERS — 23 3/16" PROJECTION B=R.O. minus 40: 3/8" R.O. WIDTH A B 72" 32 13 16" 31 5 8" 84" 32 13 16" 43 5 8" 96 32 13 16" - 55 5 8 108" 32 13 16 67 5 8 3" 1 3/8" FIN SET BACK 18" FLANKERS — 14 5/8" PROJECTION B=R.O. minus 23 3/16" R.O. WIDTH A B 48" 20 5 8" 24 13 16" 60" 20 5 8" 36 13 16" 72 20 5 8 48 13 16' 84' 20 5 8" 60 13 16" 24" FLANKERS — 18 7/8" PROJECTION B=R.O. minus 31 11/16" R.O. WIDTH. A B 60" 26 5 8" 28 5 16" 72" 26 5/8" 40 5/16" 84 26 5 8 52 5 16 96" 26 5 8" 64 5 16" 30" FLANKERS — 23 1 /8" PROJECTION B=R.O. minus 40 3/16" R.O. WIDTH A B 72" 32 5 8" 31 13 16" 84" 32 5 8" 43 13 16" 96 32 5 8' 55 13 16' 108" 32 5 8" 67 13 16" It Bay Windows Tuscany' Vinyl Replacement 3" 1 1/2" FLASHING CAULK FLASHING OVER FIN JAMB FIN DETAIL 3" r 1 1/2" 2 1/8" \-FLASHING AULK FLASHING OVER ALTERNATE JAMB FIN DETAIL Window NSULATE THIS AREA SILL DETAIL PROJECTION SILL DETAIL (HEAD IS SIMILAR) 6uuu l- AsseMly lirawing: 1-3/8" fin setback) FLASHI BY OT} EXTERIOR I I 11l /Ina to rnntinnai nrnr/ivpt raeaarrmh anlY r/avairinmant r/ataik mail ha Phannar/ at anv times n9rJ/JR Horizontal View 2": BAY DETAIL Note. Mullion angle extrusion may or maynotbe tl e&M8161b'4e7 depending 017 c/imate IOC911017 i