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HomeMy WebLinkAbout1628 S Pine Ridge Cir•, '� Building & Fire Prevention Division PERMIT APPLICATION MAI t 4, Application No: Documented Construction Value: $ S0 7 Job Address: A - i l � Q i Historic District: Yesl:]NoE] Parcel ID: 6A - a D- 3 b ei 7 O p o rn - o O ab Residential Commercial Type of Work: Newa Addition AlterationQ Repair Demo ❑ Change of Use[] Move Description of Work: Plan Review Contact Person: 1.1 Title: Phone: 3a i -SJ� - 'g I Fax: Email: V-O A VL4 Q,I I pe,(mj tse-rU i CeS , LAA, Property Owner Information Name 1 G—Op Al^et 1 1 CbX Street: 1 b Q, R ho- ,► A no . 0, 1 f City, State Zip: L 3 d7 7 Phone: Resident of property? : 0 kDt) e.f Contractor Information Name S e_& ii-S, Phone: Street: / baA FL C_sh-I- Pkou City, State Zip: L )1I 4 u7nra CL �1 �� o Name: Street: City, St, Zip: Bonding Company: K) A Address: Fax: State License No.:C6 C b (d� 3 g Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6t1 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured of the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID I4�� \&A a4,Q,/ 0 �rwature of Contractor/ g t Date C� Print Contra or/Agent's Name o s-. ok' Signature of Notary -State of Florida Date r—PDEBBIE BI-MTON li '.•` °. _ KIY CO< MISSION 0 Rr I iE648 L;7 EXPIRES: February25, 2018 C Bonded Thru Notar,. Public Und"giters� Contractor/Agen is ersonall own to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas ❑ Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: .9F S• Z3'8 Revised: January 1, 2018 Permit Application Job:23768711 Page 1 of 6 I19III19II III91I Offce Loration- ORLANDO Proposal Date 04/25/2018 lJob Number 23768711 59eig—ILONGWOOD, Sears Home Improvement Products, Inc. Customer Name P.O BOX 522290 MARGARET WILCOX � 1024 FLORIDA CENTRAL PARKWAY FL 32750-7579 Customer's Home Phone Customer's Work Phone (407) 417-4912 Home Improvement Products PHONE (800) 469-4663 Street Address Contractor License/Registration Number 1628 S PINE RIDGE CIR ESTIMATE AND PROPOSAL FL (CGCO12538) City State Zip Code SANFORD FL 32773 Is installation within city limits? (Yes/No): YES Installation Address County SEMINOLE Billing Address (if different from above) City State Zip Code Project Consultant Name & License No. (if applicable) STEVEN SAS Descr ptlon,ofathe Project and Descr'ipfion of,,thEe Significant Materials,,to be Used and„Equipinenf to beiiistalled'N Interior Products / Exterior Products Home Warranty ❑Vinyl Siding ❑Roofing [:]1VAC []Kitchen Remodeling ❑Countertop ❑ Whole House ❑Coating ❑✓ Windows [-]Attic Insulation [-]Cabinet Refacing ❑Flooring ❑ System ❑Painting ❑Doors ❑Garage Doors ❑Bathroom ❑ Appliance SPECIAL INSTRUCTIONS: NONE MOLD REMEDIATION: This Estimate and Proposal assumes that no mold remediation will be needed during installation work. If, upon inspection by the contractor or others, it is learned that mold remediation is necessary then Customer must arrange and pay for such remediation by a qualified person prior to the start or continuation of work. If Customer fails to arrange for necessary mold remediation within thirty (30) days, Sears may cancel this. contract upon written notice to Customer. ASBESTOS ABATEMENT: This Estimate and Proposal assumes that there are no asbestos containing materials ("ACMs") that would be disturbed in the performance of the installation work. If upon further inspection by the contractor or others it is learned that ACMs have to be disturbed to perform work, then Customer must arrange and pay for abatement of asbestos by a qualified person prior to the start or continuation of work. If Customer fails to arrange for necessary asbestos abatement within thirty (30) days, Sears may cancel this contract upon written notice to Customer. The TOTAL PRICE including all labor, material, taxes and any applicable discount is $ 12,804.31 Contract Price $12 , 804.31 Earnest Money $ 500.00 State Sales Tax $ 0.00 *INITIAL PAYMENT (Not to exceed 30% of TOTAL PRICE; payment is due prior to Local Sales Tax $, 0.00 ordering of product; excludes HVAC in which the INITIAL PAYMENT is 100%.) $ 3,341.29 Initial Payment Subtotal $ 3,841.29 FINAL PAYMENT (balance payable upon completion of job) $ 8,963.02 Total Amount Due $ 12, 8014.31 *The Initial Payment is due prior to Sears ordering products. A Cancellation Fee of up to $ 500.00 plus any incurred, materials costs, up to 30% of the Total Price, may be assessed. Financing: The form and method by which the Customer(s) will pay is described in a separate Cash/Credit Card Payment Addendum made a part of and incorporated into this contract by reference. All of the above check boxes (and associated Product Addendum(s)), "Work NOT to be done:", "Additional work to be done:", "Special Instructions:", "Mold. Remediation", "Asbestos Abatement," and "Financing:" sections have been reviewed by and explained to me. Product Addendum(s) is/are made a part of and incorporated into this contract by reference. 1 Customer(s) initials � l� NOTICE TO BUYER: YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD(3) BUSINESS DAY, FIVE (5) BUSINESS DAYS IN MARYLAND, (FIVE (5) BUSINESS DAYS IN ALASKA, SEVEN (7) BUSINESS DAYS IN MARYLAND, FIFTEEN(15) BUSINESS DAYS IN NORTH DAKOTA IF YOU ARE 65 OR OLDER) AFTER THE DATE OF THIS TRANSACTION. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. SKI- (Dig.) Rev 10/16/17 Job:23768711 Page 2 of 6 � ar�. � +' �� � �, i fv` � J'�'3 �.;a� r � '� '*� �' ' �. • • • � t�"3 '�'� fi{a� 3 4� 'G �§`' �ia �§,9 �`d Y'Y .{. �. t`t ::, 23768711 Date: 04/25/2018 Sales Rep: STEVEN SAS Lead Number: Customer Name: MARGARET WILCOX Phone: 4074174912 Address: 1628 S PINE RIDGE CIR City: SANFORD State: FL Zipcode: 32773 - _ 1. Remove existing units to be replaced. (PLEASE NOTE: The removed units are likely to be damaged.) 2. Prepare openings as necessary to receive replacement units. (NO finish work other than normal installation is to be done unless otherwise noted below.) 3. Installation includes the clean-up of all job -related debris upon completion of the job. 4. (If applicable) After the completion of the project, the customer will be responsible for the application and removal (storage) of shutter panels. In the event that the project requires the installation of storm shutters or egress windows, Sears Home Improvement Products, Inc. ("Sears") will not re -install any affected security bars. 5. (If applicable) In the event Sears is unable for whatever reason to obtain the proper permits prior to the commencement of any work, Sears will refund any previous payment and this contract will be automatically canceled. Summary of Window Order Addendum (see detailed Window Order Addendum for more information): Type: STORMBEATER Quantity: 4 Type: Quantity: Type: Quantity: Type: Quantity: Type: Quantity: APPROXIMATE START DATE and APPROXIMATE COMPLETION DATE: The work will start approximately 4 To 6 WEEKS (Approximate Start Date) It will be substantially completed by approximately 1 To 3 WEEKS (Approximate Completion Date) These dates are subject to change at the time the contract is accepted by Sears Home Improvement Products, Inc. ("Sears") or at any other time by mutual written agreement. Customer understands that the Approximate Start Date is only an estimated date and the Customer will be contacted prior to this date to schedule the actual start date. The TOTAL PRICE including all labor, material, taxes and any discount is $ 12,804.31 Contract Price $ 12,804.31 Initial Payment (not to exceed 30% of Total Price unless Special Order) $ 3 , 841.2 9 State Sales Tax ( 0.00. %) $ 0.00 Final Payment (balance payable upon completion of job) $ 8 , 963.02 Local Sales Tax ( 0.00 %) $ o . o 0 The Initial Payment is due prior to Sears ordering products. Total Amount Due $ 12,804,31 11111111111111111111111111111111111111111fill fill q;� THIS INSTR MENT PREPARED BY: Name: Address O 11M T COMMENCEMENT Permit Number. Parcel ID Number. Q -- a o - xD _. S / 2 00 ti 0 - h d �p t.., CLERK'S 2013050b47 -.t.- r ry �. t r• a v iiij i1::.. i.��i•. rs°i��� t'1=;�1's _•::�ti1'r� it,,,. �•;_1,:._r. The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) /� a A _C lei r10_ Q I cI n r. C. , � S ti �A1„tr-1 != / Za -) --7 a 2. G NERAL DESCRIPTION OF IMPROVEMENT: 1 0. 3 W I ► 14 r, La' , St z.e � 17 .a cy-p f It,.r ', •21 -�i �i 2 P 3. OWN R INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address :Nis(bnCot' 1r1fICnv fL-1S AM QtA_„ irr <.,.L J •L"t Interest in property: Fee Simple Title Holder (if other than owner listed above) Name:, 4. CONTRACTOR: Name: �;lg a rS Address: ATE 1. Q A- P 1 U Lr 6. SURETY (If applicable, a copy of the payment bond is Phone Number. Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: A 1 A. Phone Number: Address: 8. in addition, Owner designates 0 A of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 8. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNWG TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of pe ury, I clare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. At A /AU0b43&&f—"C9N4 ar i!C ignature of Owner or Lessee, or Own rc or!"see (Print Name and Provide Signatory's e/Otfice) Audt fled Officermirector/Partner/manager) . State of FL County of c.�N,OUt/ The foregoing instrument was acknowledged_ before me this �7 day of Igpr rr( , 20 )� by a't'"� 0 r l rox Who is personally known to me O OR ' (,J Name of person making statement who has produced identification type of identification produced:L t"iZAalto' l; h9i11 Notary 12 POWER OF ATTORNEY Date: I hereby name and appoint Of In fact to act for me and apply to the _ to be my lawful attorney U V U Building Department for a permit For work to be performed at a location described as: Section c Township Rangej�._ Lot Block 0Lru GIb and to sign my name and Rio all things necessary to this appointment. or -Printis Name of RegIster or Certi ntractor and Contractors Vcense Number Signature of Register or Certified Contractor The foregoing instrument was acknowledged before me this / 't-day of of 20--�7— Who is personally known to me/who produced As identification and who did not take oath. State of Florida County of _ -j6Mz PLC Notary Public, Orange County,ylorlda z Ma�OtY� 4 DBO { 2 MY11tF219986 = _r' EXPIRES August 13, 2019 F qt fl, Bonded Thru N"y Pubk 1lndarwrcihrs Seal 2112/2(X)8 January 2018 1.024 Florida Central Parkway, Longwood, FL 32750 PH: 407-551-6000 LETTER OF AUTHORIZATION I, Alfred W. Nyman, Jr., Assistant Secretary and Florida State Qualifier for Sears Home Improvement Products, Inc., grant permission to All Permit Services, Tina Osteen and/or Cathy Borers who shall be deemed to be the signer of any such applications and documents to submit permits and licenses, pick up permits and licenses, make changes to permits, licenses and plans and initial changes made by the building department on behalf of Sears Home Improvement Products, Inc. I also grant permission to All Permit Services, Tina Osteen and/or Cathy Bowers to purchase pernnits and/or licenses with a company check, personal check, personal credit card or cash. I certifiy that the above information is true and correct. Alfred W. Nyman, Jr., Assistant Secretary and Florida State Qualifier (CGC01.2538, CMC1249510, CCC7.329316) Sears Home Improvement Products, Inc. STATE of Florida COUNTY of Seminole SWORN TO AND SUBSCRIBED BEFORE ME THIS 9t, day of January 2018, by Alfred W. Nyman, Jr., Assistant Secretary for Sears. Home Improvement Products, Inc. and who is X personally know to me or has produced a valid Drivers License. J Seal::'s-- Print Name: Deborah P. Philli s Notary Public, State of Florida y DEBORAH P. PHILLIPS Commission #: FF 219986 MY GOMmisSlo\ # FF 219986 ;.t EXPIRES: August 13.2ot9 MY COMMISSION EXPIRES: Aug. 13, 201.9 Bonded Thru Notary Peuc Un"en•+titers f I The following licenses are held by or on behalf of Sears Home Improvement Products, Inc.: AL (Res. Bldr. #1062; HVAC #8186); AR (HVACR #1004181-8; Gen. Bldg. Conte #203740612-8); AZ (Res. Remodeier #ROC117628 B-03; HVAC #ROC206649 C-39R; Dual Res. & Small Comm. #ROC260459 KB-02); CA(Gen. Bldg. Contr. #721379-B, Insulation &Acoustical #721379-C2, Cabinet, Millwork & Finish Carpentry #721379-C6, ElecVical 721379. CIO, Flooring #721379-C15, Glazing #721379-C17, HVAC #721379-C20, Painting & Decorating 721379-C-03; Roofing #721379-C39, Ceramic & Mosaic Tile Cont. #721379-054; Weatherizauon & Energy Conservation #721379-D65) CT (HTG. Piping & Cooling Un-Ltd. Cont #HTG.04g0133-Si; HIC #0607669); FL (Gen. Contr. #CGCO12538: HVAC #CMC1249510, Certified Roofing Cont. #CCC1329316); GA (HVAC #CRIO9873,); ID (HVAC # HVC-C-8134, Contracting Bus. #RCE-25219); IL (City of Chicago Home Repair #1248977, Ltd Roofing Cont. 104.015516); IN (Evansville Res. Remodeling Cont #RRC0185); (A (Master HVAC #677); KY (Master HVAC #HM04667); IA (Res. Bldr. #84194; HVAC#45862); MD (HIC #87854: Contractor/Salesman #46542; HVACR #75581); MA (HIC #148607, All plumbing and electrical services performed by licensed subcontractors); MI (Res, Sea ris Bidr. #2102131369; HVAC 97100915); MN (Res. Remodeter #20090017); MS (Res. Bldr. #RO5222); NV (Carpentry#43242-C3; Gen. Contr. #60609-B; Plumb. & Htg. Comb. #60610-Ct; Refrig. & AC Conti. #60608-C21; Gen. Serviceman #S1469; HVAC #AO072; Roofing & Sidi g 943240-C151; NY (NYC HIC #1225166, Nassau County HIC #H1809170000, Rockland County HIC #9990-A6-00-0Q Suffolk County#41506-H, Westchester County WC #18371-HO6, Putnam County #3159-A, City of Yonkers #4213); NM (Gen. Bldg. COmtr.#GB 98 58598; HVAC #MM98 58598; Elw.# EE-98 68598, MHD HVAC #MM98 C585%, MHD Elec. #EE98 C-58598); NC (Bldg. Home Improvement ProdUCtS Limited. #47330; HVAC 915343 H-2, H-31; HVAC #30249 H-31i); OH (HVAC #44752); OK (HVAC #106841; Roofing Cont. 80000449); OR (Gen. Conti. #113202); PA ( HI Contractor #PA005499); RI (Res. Contr. #27281, HVAC 06260); SC (Gen. Contr. #105836-1305; HVAC Res. #RBH-919; Mechanical Contractor #10110634); TN (HIC #2319; HVAC-Unlimited Contr. #54995; Res. & Small Con m Unlimited BC -A #54995); TX (HVAC Dallas #TACLB00020401E, San Antonio #TACLB00029020, Lubbock #TACLB00027780E; Houston #TACLB00028404E); UT (Gen. Bldg. Contr. #8-100 318604-5501: HVAC #S-350 318604-5501); VA (Class A Contr. #27058471 T. r HVAC #2710046587); WA (Gen. Contr. #SEARSH1011LA); Washington, DC (HIC #/8075.50006423); WV (Res. Bldr,. #WV025M2, HVAC WV025882); WI (Dwelling Conti. Cert #15151; Dwelling Contr. Oualifier #982570; HVAC Contractor #15151). Some services performed by Sears' associates. Other services and installation performed by Sears -Authorized licensed contractors; additional Sears license information available upon request. S11-A Rev 10/11 City of Sanford Building Fire Product Approval Specification Form Permit # Project Location Address f L L 3a-� As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding U) I �a O L a I a. Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider I L o q, Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name? AT (Please Print) &0Ett S June 2014 Florida Building Code Online rage 1 ul BCIS Home i Log In I User Registration I Hot Topics I Submit Surcharge I 6tats & Facts Publications FBC Staff B S Site Map Links Search YYYliliiil Product Approval r 9 USER: Public User i Product Approval Menu > Product or Apolica[ipn Search > Application List > AppliC Won Detail • � FL # FL16092-5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Wincore Window Company, LLC Address/Phone/Email 250 Stau ton Avenue Parkersburg, WV 26104 (304)48 -7460 Ext228 Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Vivian Wr$ght Mike Ree41 250 Stau iton Turnpike Parkersbi rg, WV 26104 (304) 48 -7460 Ext228 mreed@v incorewindows,com Mike Ree 250 Stau ton Turnpike Parkersb rg, WV 26104 (304)48 -7460 Ext228 Category Windows Subcategory Horizonta I Slider Compliance Method Evaluatio i Report from a Florida Registered A hitect or a Licensed Florida Professional Engineer ❑ Evalu 3tion Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F Schmidt, P.E. the Evaluation Report Florida License PE-4340 Quality Assurance Entity National Accreditation and Management Institt to Quality Assurance Contract Expiration Date 12/31/20 8 Validated By Ryan J. King, P.E. W Validation Checklist - Hardcopy Received Certificate of Independence FL160 2 RS C01 Certificate of n n ce. f Referenced Standard and Year (of Standard) Standa I Year AAMA/W MA/CSA101/I.S.2/A440 2008 ASTM E 300 2004 ASTM El 386 2005 ASTM E13196 2006 ASTM E13196 2009 TAS 201 202, 203 1994 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGVV XQwtDgtFPmdYiNDrwxfox... 2/8/2018 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/21/2017 Date Validated 07/31/2017 Date Pending FBC Approval 08/01/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 16092.1 a. 8400 Series Vinyl Horizontal Extruded PVC Horizontal Sliding Window with "Non -Impact" Sliding Window Insulated Glass (XX, OX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 R5" II (a) Inst 16092 1 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F.'Schmidt,,P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16092.1 for Design Pressure Ratings, any FL16092 R5 AE (a) Eval 16092 1 odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product' particulars. 16092.2 b. 8400 Series Vinyl Horizontal Sliding Window Extruded PVC Endvent Horizontal Sliding Window with "Non - Impact" Insulated Glass (XXX or XOX 1/4-1/2-1/4 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16092 .R5 II (a) Inst 160922 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16092.2 for Design Pressure Ratings, any FL16092 R5 AE (a) Eval 16092 2 odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16092.3 c. 8400 Series Vinyl Horizontal Sliding Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 16092.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 16092.4 I d. 8800 Series Vinyl Horizontal Sliding Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 16092.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 16092.5 I e. 8800 Series Vinyl Horizontal Sliding Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 16092.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Extruded PVC Endvent Horizontal. Sliding Window with "Non - Impact" Insulated Glass (XXX or XOX 1/3-1/3-1/3 Configurations) Installation Instructions FL16092 R5 II (a) Inst 16092 3 Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL16092 R5 AE (a) Eva] 16092.3.Ddf Created by Independent Third Party: Yes Extruded PVC Horizontal Sliding Window with "Impact" Insulated Glass (XX, OX or XO Configurations) Installation Instructions FL16092 R5 II (a) Inst 16092 4 Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL16092 R5 AE (a) Eval 16092.4.Ddf Created by Independent Third Party: Yes Extruded PVC Endvent Horizontal Sliding Window with "Impact" Insulated Glass (XXX or XOX 1/4-1/2-1/4 Configurations) Installation Instructions FL16092 R5 II (a) Inst 16092 5 Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL16092 R5 AE (a) Eval 16092 5 Ddf Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtFPmdYiND Wrwxfox... 2/8/2018 WINDOWS & DOORS 250 Staunton Turnpike, Parkersburg, WV 26104 8800 Series Vinyl Horizontal Sliding Window ',IMPACT' GENERAL NOTES l . This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SKEEN DESCRIPTION I Typical elevations, design pressures and general notes 2 Hortzontal cross sections 3 Vertical cross sections 4 Buck and frame anchoring 5 Components 6 Bill of materials & glaring details 74" MAX O.A. FRAME WIDTH 32.43" MAX. D.L.O. WIDTH 03 m 0 = m w = Cf � h X X XX SHOWN OX, XO ALSO APPROVED MAX MAXr N�"DESIGN PRESSURE spj xDfMENSICN aDfMENS10N� ATIVEF frPOSITNEINN, 74.0" X 62.0" 32A3" X 54.0" G7 +55.0 -55.0 74.D" X 63.0" 32.43" X 55.0" G2 +50.0 -55.0 74Z X 63.0" 32.43" X 55.0• G3 +65.0 ZX SIR fil g u� •t 1```. ri o r t 111 % UN •• z S Z 0ZU V r 2! 4 t [ h! �� JXa .vE N.T.S. r>ws. er: JK FL— 76092.4 Er 1 OF 6 b x v X 2 2 o 2 Q� 3 1-1 /d" AAIA1 1�_HORIZONTAL CROSS SEC17ON 2Shown WT2X bUCk ERIOF rl'� HORIZONTAL CROSS SECTION 2 4 HORIZONTAL CROSS SECTION yshown w uc 1-1 /4" MIN. EMB. (7YP.) rf1 HORIZONTAL CROSS SECTION \'IV3hown dkect to masonry % ? 0, 1 n inn m O N VO Q tp .- � ] m Z n N Z O >: 72 05 12 °z +E N.T.S. ° ;. BY: JK m C. BY.. LFS 3 MNG NO.: T FL-76092.4 n 0 mT 2 _OF 6 C O7STjE:7r��IML 0 Stop for foxed window EXTERIOR INTERIOR VERTICAL CROSS SECTION 3 Shown w/ 2X buck EXTERIOR INTERIOR C VERTICAL CROSS SECTION 3 Shown w/ I x buck EXTERIOR INTERIOR r VERTICAL CROSS SECTION 3 Shown direct to masorxy !!f m 2,; 1 to lll 1111 ,O �'1 ro z V Epp z � Z cii 9 °cW " 'ma&T a� � 5i ASS z 1-3 w i 0 Z , — Z U -' 12105112 i ac: N.T.S. BY.. JK o C. er: LFS 'WING NO.. rc FL-16092.4 a ar 3 OF 6 2X BUCK e MASONRY OPENING ry t e" a BUCK ANCHORING 0 x CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors < may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR .:: ANCHOR MIN:;: MIN'CLfARANCL MIN C RANC v' TQ'MASONRY.;i: TOAWACENK o TYPE SIZE EMBEDMENT EbGE ANCHOR..ITW :i TA ON° 1/4" 1-1/4 2" 4• � ELCO f ULTRACON° 1/4" 1-1/4" 2-1/2" S" a HILTI 1/� 1.1/4" 2.1/2" 3" KMK-CON 11+ 'Zr WOOD SCREW INSTALLA17ON NOTES: 1. Maintain a minhwm 5/8" edge distance, I"end distance, d 1"o.c. spacing of n wood screws to prevent the splitting of wood. v d FRAME 2X BUCK 6S" S.S jIYP.) (TYP.) 77 IT I 12 I 12 3' I I F 2(BUCK rn gyp.) I L 1XBUCK I I DIRECT TO — K to MASONRY c> I I P. ® y G 2(BUCK I I HEAD) D IX BUCK i i H 2X BUCK _ DIRECT TO I I L IX BUCK MASONRY MP•0 I I DIRECTTO K JAMB) I I MASONRY I I ® SILL) _ Li7-7 )1YP.) FRAME ANCHORING z j1SN I I i Iii-N m= F T m z n N ^ Z G wo=, 12 OS 12 ` mz SME N.T.S. D Mr. Or: JK m Oft en LFS ; DRAWM NO.: R FL-16092.4 0 sties 4 of 6 O.O r LET' EKEEPER SitlE q M—=--*Cuw C- 0 �L ci)GLAZING LEAD "97----1 IAT LL @-=-10="L cm1111 (1D -lmcll AF=36v-irrBdckMould) 151 (M—ny Range 1)] V672 (M..rvy Range 2) OPTIONAL COSMETIC FLANGES 0. 0 HEADiRACK Q - in ...... ..... Pi /III litc -11�1 T 0) z - Em Z" Is 8 *. tqq m a. 0. z Euj 0.0sr F—o—] 0.06,----1 � r--f0.06, o kLE: N.T.S. G. BY.. JK LFS NO.: FL— 16092.4 -U S OF BILL OF MATERIALS 17 M t DESCRIPTION MAURM A 1 X BUCK (SG >= 0.42) WOOD B 2XBUCK (SG>=0.42) WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-9/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #10 X 3" PPH WOOD SCREW (1-3/8" MIN. EMBEDMENT) STEEL G #10 X I-3/4" PPH WOOD SCREW (1-i/8" MIN. EMBEDMENT) STEEL H # 10 X 2-1 /2" PPH WOOD SCREW (7/8" MIN. EMBEDMENT) STEEL J TA X 2-1 /4" TTW CONCRETE SCREW STEEL K 1 /4" X 3-1 /4" ITW CONCRETE SCREW STEEL L 1 /4" X 3-3/4" ITW CONCRETE SCREW STEEL 1 FRAME' PVC 2 SLIDER PULL STILE' PVC 3 LOCK STILE' PVC 4 KEEPER STILE' PVC 5 GLAZING BEAD' PVC 6 SLIDER COMMON RAIL' PVC 7 BALL BEARING ROLLER 8 WEATHERSTRIP (0.23(Y) 9 WEATHERSTRIP (0.380") 11 SILL TRACK ALUM 12 HEAD TRACK ALUM 14 SLIDE RAIL REINFORCEMENT (6063-T6 ALUM) ALUM 15 REINFORCEMENT 16005-T5 ALUM) ALUM REINFORCEMENT 16005 TS ALUM) ALUM SLIDER SASH RETAINING CUP ALUM E22 #8 X 1" PFH SMS STEEL FLANKER STOP NYLON #8 X 5/8" (#6 head) PFH SMS STEEL • THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". U. Ili � � a _ n 1 /7' GLASS NOVAFLEX M400 BITE 1 a "THICK GLASS 1/8" ANNEALED �i,•,, ..... .��` N ,'���TI 11111 oOn toz° a 0.090"SAFLDf®PVB INTERLAYER a t+ x i � 2 a 1/8"ANNEALED \ N° N., 9 o L a AIR SPACE \ a m a a v n '4 I/8" ANNEALED E o = INTERCEPT SPACER S. Gl GWIING DETAIL J J 1*INTERCEPT EX M400 `12 w W as BITEKGLASS mz 1/8•ANNEALED � `� �� 0.090"SAFLEXO PVB, WTERLAYERlArANNEALEDAIR SPACEI/8"TEMPERED SPACER ^ G2 GLALNG DETAIL N N ao W W N O N in 10 I*INTERCEPT 0 0 w K GLASS W� ooQ. 1 /8" ANNEALED n v>n m r r W Z 0.090"SENTRYGLAS® INTERLAYERz I/8'ANNEALEDAIR SPACE DATE1/8"TEMPERED N.T.S. owc. WJK mSPACER cm eT: LFS 3 GLAtING DETAIL FRI11 o W, FL-16092.4 0 SHEET 6 or 6 Florida Building Code Online Page 1 of 4 M Eli BCIS Home I Log In I User Registration Hot Topics j Submit Surcharge 1 Stats & Fads 1 Publications I FBC Staff 1 BCIS Site Map 1 Links I rSearch { Product Approval E! USER: Public User t`zawA`arra. Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16216-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Wincore Window Company, LLC Address/Phone/Email 250 Staunton Avenue Parkersburg, WV 26104 (304)485-7460 Ext228 mreed@wincorewindows.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan ). King, P.E. W6, Validation Checklist - Hardcopy Received Certificate of Independence FL16216 R9 COI (a) Certificate of Independence.odf Referenced Standard and Year (of Standard) Standard Year AAMA/ W D MA/CSA i O 1/I. S.2/A440 2008 AAMA/ W D MA/CSA 101/I. S. 2/A440 2005 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2009 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16216 R9 Eouiv of Standards.odf https:Hfloridabuilding.org/pr/pi _app_dtl.aspx?param=wGEVXQwtDgsNc73 5fObMilcNYyG... 2/6/2018 Florida Building Code Online Page 2 of 4 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 07/21/2017 07/27/2017 07/28/2017 10/10/2017 FL # Model, Number or Name Description 16216.1 a. 8800 Series Extruded Vinyl Sliding Patio Door (XO or OX Configuration - Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16216 R9 II (a) Inst 16216.1.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16216.1 for Design Pressure Ratings, any FL16216 R9 AE (a) Eval 16216.1.1)df additional use limitations, installation instructions and Created hy Independent Third Party: Yes product particulars. 16216.2 b. 8800 Series I Extruded Vinyl Sliding Patio Door (XOX Configuration - Nominal 12'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16216 R9 II (a) Inst 16216.2.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16216.2 for Design Pressure Ratings, any FL16216 R9 AE (a) Eval 16216.2 odf as itmoal use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16216.3 c. 8800 Series Extruded Vinyl Sliding Patio Door (XO or on iguration - Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16216 R9 II (b) Inst 16216.3.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16216.3 for Design Pressure Ratings, any FL16216 R9 AE (a) Eval 16216.3.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16216.4 d. 5400 / 5400S / 7700 / 9900 Extruded Vinyl Sliding Patio Door (XO or OX Configuration - Series Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16216 R9 II (a) Inst 16216.4.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16216.4 for Design Pressure Ratings, any FL16216 R9 AE (a) Eval 16216.4.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16216.5 e. 5400 / 5400S / 7700 / 9900 Series Extruded Vinyl Sliding Patio Door (OXXO Configuration - Nominal 12'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16216 R9 II (a) Inst 16216.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16216.5 for Design Pressure Ratings, any FL16216 R9 AE (a) Eval 16216.5.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16216.6 f. 5400 / 5400S / 7700 / 9900 Extruded Vinyl Sliding Patio Door (OXO Configuration - Series Nominal 9'0 x 8'0) https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsNc73 5 fObMilcNYyG... 2/6/2018 I WINDOWS & DOORS 250 Staunton Turnpike, Parkersburg, WV 26104 8800 Series Vinyl Sliding Patio Door ,,im f / c r GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product compiles with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.12.1. 4. For 2x stud framing construction, anchoring of these units shag be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS DESCRIPTION Typical elevation, desigrssures & general notes M Horizontal and vertical cross sections Horizontal and vertical cross sections Buck & frame anchoring Bill of materials, glazing detail & components 141" MAX. OVERALL FRAME WIDTH 48" MAX. PANEL WIDTH 41.63" MAX. D.LO. r WIDTH X O X iA' td td I Water Bar Required OVERALL MAX. MAX GLA DESIGN PRESSURE SG . (P,: FRAME:-,:-$S PANEL D Ld trP ;.; DtMENS10N :: DIMENSION.. , bIMENSION ;;" POSRIVE.:?.:: NEGATIVE:: 141" x 96" 48" X 91.5' 41.65" X 85.6V' GI +50.0 Ilrt n N N N y� A � YAM o V) z° U N •: i 0 Cj g m rid p M`o pap N♦ 9a:a� cZ $O 3Nd T. S. BY, BY: FL-16216.2 fr 1 or 5 •' N O� � ^1''2i n �.,• \V gR ����rir► �n ���� z R m 4 D Zo�xi� U 1 2 2 E c01 9 c oa 2 mda� 1 2 e �o E o Z 8 �y �m C 31 2 2 29 30 s�G I-1/B'MIN. 24 EMB. (TYP.1-3/16"MIN. 3 3 2 3 A 25 {O� 3 EMB. (TYP.) 4 6' 00� 44 34 19 INTERIOR C 1-114•MIN. 27 l_ �) I 5 53 33 G EMB. (TYP.) p 5 y 47 SO 19 51 52 28 46 27 GI G2 o GI G2 o a a o d oo . 9 INTERIOR N N • 00 Oo Oo EXTERIOR 10 W W N O O FZ- 4 to (lI � •.. �o . a .. � 04 1t o 0 8 G1 5 0 Lu G2 00 35 ® 55 0 40 0 18 17 a- 0. — — — — — — — - Gi G2 ---- 0� 0 0 0 56 ° 14 39 SN^o EXTERIOR E 20 h o 15 O 12 n ^ s D ^ a E 43 42 23 19 "m 2121113 = B C E suu N.T.S. avo. er: JK m' 1 HOMONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 2 Shown w/ 2X Buck 2 Shown w/ 1 X Buck aM Br LFS 3 F �31 VERTICAL CROSS SEC110N 0P/0 "" MD.: 2 Shown w/ 2X Buck at hood 88 FL-16216.2 Direct to Masonry Om sir 2 of 5 p x v 0 X v 1 _1 /A' u1/.1 _.CS SECTION 3 Shown w/ 2-)-(Buck (optional strap) EXTERIOR ••fQ• ri p: • .Ay"1�� m �u •`4fp:`�� n m d �j ... ^Z V N a$z0 `g 9 E C 45 �Z 0 31 3' 2 26 H 29 8 2 24 0. 0 ` 0 30 H 25 3a U m �" 27 4 yz o& 5 $ 1-1/4" MIN. 28 a EMB. (TYP.) ^ G1 2 HORIZONTAL CROSS SECTION $ Shown w/ 1 X Buck (w/ optional strap) EXTERIOR l 1 1 l l 1 1 1 1 L / /:--� INTERIOR �_1 �,i �ii����rms, m m Z 0 h N a am 2121113 z SME N.T.S. ' 26 p OW. er. JK m 3 VERTICAL CROSS SECTION o«. W. LFS ; 3 Shown w/ 2X Buck at tread S ono no_ rc Direct to Mosonry sBl (w/ optional strap) FL-16216.2 c sH 3 a15 a I 3 2X BUCK MASONRY OPENING F (Ty',) . �. �4 (TYP.) II II II II C) II II o: O — p II I 5 a II II (TYP.) II II � II II II II II II II II II II BUCK ANCHORING MASONRY CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the eomea may be adhrsted to maintain the min. edge distance to modarJdms. 2. Concrete anchor A7cafioru noted as "MAX. ON CENTER" must be adjusted to maintain the mtn. edge dstance to mortar idnfs, addWorat concrete anchors may be squired to ensvre the MAX. ON CENTER" dimension am not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR is MIN " MIN CLEARANCE MIN CLEARANCE: SIZE L°.MBEDMEM' 70 MASONRy -TO AOJACEM.".- ,.,, .. ; e TAPCON / ELCO ULTRACON 1/4' 1.1/1' 1• 0" rrWU SCREW 6411ALIA11VN 11"I": 1. Malntoin a minimum 5/8" edge dstance, 1' end dhtonce, 6 1"o.e. spacing of wood screws to prevent the spRtHng of wood. ••••• . off• .'y.-' 14.75" MAX. O.C.rry P.) S. pp.)777. tl/.. m I i\Y • •O .•�` 'EC of n lK II II U ff ff L11 O 19i Z I 45 2X BUCK 2X BUCK I I HEAD (TYP.) O_ h o v 0 o i j E ? m 0 9 w/ ANCHORI 1 I tti d r a dS 2X BUCK 44 STRAPI I HEAD 6 JAMB (TYP,) I MEETING STILE JAMB (TYP.) =� FRAME SHOWN FOR JJJ (� a rn a m o: a o oZ cc e1 � SILL P.) I I REF. ONLY i i Ja MASONRY F II II OPENING I I I F w/ ANCHOR I I STRAP II II 28$ w II II w0 �� �a � Yz FRAMEANCHORING pU ao N j¢ m C 2X Buck "Im ^ p a a 14.75" MAX. O.C. (TYP) � 5" (TYP-) � r }n ] � � m I it II II II n o a 0 G 1X BUCKDIRECTT0 Lj ri O a s In 1XBUCK9 I I I I MASONRY C w/ ANCHOR I I I I HEAD S JAMB (TYP.) Gs w F-� w N y o N STRAP I II a a HEAD 6 JAMB (TYP.) I I II tl o FRAME I I if F IL w a. n SILL P.) %, MEETING STILE / ' MASONRY I I I I It F SHOWN FOR OPENING I I I I REF. ONLY I I p N M w/ ANCHOR F II II a�w Q STRAP I I I nw•-Z II it II II wIE: 2121113 SCALE N.T.S. MG. BY, JK FRAME ANCHORING CHK BY: LF-S IX Buck Wed to Masonry DRwTMD Na FL-16216.2 slltsr 4 or 5 1C BILL OF MATERIALS BEM I DESCRIPTION MATERIAL A I BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4' X 1-3/4" ELCO OR ITW CONCRETE SCREW STEEL G 1/4" X 3-3/4" ELCO OR ITW CONCRETE SCREW STEEL H #10 X 5/8" FH SMS STEEL 1 FRAME HEAD* PVC 2 #8 x 2-3/4" FH QUADREX WOOD SCREW STEEL 3 WEATHERSTRIP (SCHLEGEL #HF-7522-2701 4 HEAD TRACK* PVC 5 STILE & RAIL' PVC 6 SETTING BLOCK 7 SILICONE (SIKA 552) SILICONE 8 DURASEAL SPACER SYSTEM 9 SHIM 10 TANDEM WHEEL NYLON 1 I ROLLING RAIL ALUM 12 SILL' PVC 13 SILL DUST COVER' PVC 14 SILL PLUG NYLON 15 SILL WEATHERSEAL 17 LEFT CAP FOR SILL ADAPTER* PVC 18 RIGHT CAP FOR SILL ADAPTER` PVC 19 #8 X 5/8" PAN HEAD, SQUARE, SELF -DRILLING SCREW STEEL 20 OUTSIDE SILL CLADDING ALUM 22 INSECT STOP 23 SCREEN 24 #8 X 7/8" PAN HEAD, QUADREX, SCREW STEEL 25 FIXED PANEL ANCHOR BLOCK' PVC 26 ANCHOR STRAP STEEL 27 SCREW CAP NYLON 28 GLAZING BEAD* PVC 29 FOAM PLUG 30 HEAD WEATHERSEAL 31 #8 X 1-1 /4" PAN HEAD, QUADREX, SCREW STEEL 32 SASH STOPPER EPDM 33 WEATHERSTRIP 34 FRAME JAMB* PVC 35 WEATHERSTRIP 39 HANDLE KIT STEEL 40 OPERATING PANEL SIDE STILE' PVC 42 KEEPER FOR SCREEN 43 #4 X 5/8" PAN HEAD QUADREX SCREW STEEL 44 #10 X 2-1/2 PPH SCREW (1-3/16" MIN. EMBEDMENT) STEEL 45 #10 X 1-3/4" PPH SCREW (1-3/16" MIN. EMBEDMENT) STEEL 46 STAINLESS STEEL DOUBLE POINT MORTISE LOCK KIT STEEL 47 SASH COVERING CAP' PVC 48 LOCK PLUG' PVC 50 STILE REINFORCEMENT (CS TYPE B HOT DIPPED GALV.) STEEL 51 #8 X 2" TRUSS HEAD QUADREX SCREW STEEL 52 INTERLOCK ALUM 53 STILE REINFORCEMENT (CS TYPE B HOT DIPPED GALV.) STEEL 54 Q-LON WEATHERSTRIP (SCHLEGEL NO. QEZ 345) 55 WATER BAR ALUM 56 #8 X 1" PPH SMS SS 3.25" ci RE o O i�g • THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0.55 N ANC110R STRAP GLASS BITE-1 �— 7/8I THICK GLASS 5.44" 0 26 0 � 1/8" ANNEALED 5 44" 0.090" SAFLEX® PVB INTERLAYER 1/8• ANNEALED AIR SPACE 1 /B• TEMPERED Gl GAZINGDETATL •• Th ll I %, o X, UN •• O 9 o O Z ct t 9n. mda 4 f 5 z° 3.17" o C�� O.OB"_ (�— 2.27' Oo 1 ` 5 m Ran _2.oLr I IAB" �To 0 Q 52 INTERLOCR 1 53 REINFORCEMENT 11e �p0U --i 1.o8• o C4 0.08" � T FRAME HEAD T 2 FRAME SILL rREINFORCEMENT FRAMEJAMB Meeft raS E: 2121113 = O LE: N.T.S. eT: JK m C. BY: LFS ; mmno: s e FL-16216.2 0 n :ET 5 Or 5 O RIEQU[RIEdD I[INSP EcC1CION SIEQ UIEN CIE' Bpff- 19, -) Address: i ]�•Nf � I lQ�IGIaL?s IE�1G!(&l�Vi'>)- Mira Max- 1 Footer / Setback Remwall Foundation / Form B'oard.'Survey Slab /' Mono Slab. 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