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WS-12-20-2835, 1300 NE 94th StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Expiration: 06/18/2021 Location Address Parcel Number 1300 NE 94TH ST, Miami Shores, FL 33138 1132050100120 :ontacts EMMANUELLE MAUGEIN Owner CLEAR CHOICE WINDOWS & DOORS INC Contractor 1300 NE 94 ST, MIAMI SHORES, FL 33138 GERMAN EMENELIO QUINTANA Home: 7864913926 14301 SW 153 AVE, MIAMI, FL 33196 Business: 3052596899 Other:3057762580 _..............._. ..................__ _...................... � _.............._. �. _..__......................_ ;_....................._... — ..................__ Inspection Requests: Description: INSTALL 2 SLIDING GLASS DOORS WHITE FRAME Valuation: $ 21,988.00 CLEAR GLASS, APPROXI 160 SF 305-7� Ei TotalSq Feet: 0.00 t Fees Amount Application Fee - Other $50.00 CCF $13.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $4.40 Scanning Fee $12.00 Structural Review ($45) $45.00 Structural Review ($45) $45.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Tota I : $246.60 Payments Date Paid Amt Paid Total Fees $246.60 Check # 030381 12/08/2020 $50.00 Check # 030382 12/18/2020 $196.60 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above naMfd contractor to do the work staled.. Authorized Signature: Owner / Applicant / Contractor /jAent % / j Date December 18, 2020 Page 2 of 2 Miami Shores Village EcEIvEF) Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION IV UILDING ❑ ELECTRIC ❑ ROOFING BY: &T--1 For 20 W 2_ � ^ z Master Permit No. 3J Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: C City: Miami Shores County: Miami Dade Zip: _561(5 Folio/Parcel#: /t+' Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):. 4- P r Lh-1-U-6d Phone#: Address: 1 �50 c-' CA4 4-k 7A t City: C"LtL L ` >4�� 4 ` State: �: Zip i( Tenant/Lessee Name: Email: � Y 'C'jc-f QP7ey CONTRACTOR: Company Name fil. I Oki �"koN '' �i-�LL. S � ��%6 � Phone#: City: State:,...:` Zip: Qualifier Name C P C �)' ) (-\ .., Qk_,',4cwaPhone#: State Certification or Registration #: �. i ..,} } ' ti Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: State: Zip: Value of Work for this Permit: $ i �,� ? ft '- Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ NewRepair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ . DBPR $ Notary $ Double Fee $ _ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ 1.96 . LO Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip ME 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding .$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I--, Signature Signature /e OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of �N �� e V'n �� 20 2— � by C Cr`. &t QN %Xlis lS _(( , w o is personally known to me or who has produced --P L— );—') L-- as identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this �t day of L 20 Z-U by who is pnally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as \ Sign: Sign: Print: \e Inca T rcA vi CL Print: 0( � r ,\A Seal: � .' �., SELENA ARANDA MY COMMISSION # GG 971705 Seal: 2++Y'. " ', GHT My COMMISSIOR# GG 323228 pe`, EXPIRES:AprA14,2023 EXPIRES: March 22, 2024 ;g I'W Bonded Rn Notary PuMic Werwrtters Bonded Thru Notary Public Underwriters t�I APPROVED BY Plans Examiner Zoning l� Paw Structural Review Clerk (Revised02/24/2014) Summary Report Property information Folio: 11-3205-010-0120 Property Address: »µ 1300 NE 94 ST Miami Shores, FL 33138-2902 CHRISTIAN BERNARD Owner EMMANUELLE BERNARD MAUGEIN Mailing Address 1300 NE 94 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1700 SGL FAMILY - 4001 SOFT & wry Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT 6/7/1 Beds / Baths / Half Floors 2 1 t.ivkp Units Actual Area 7,001 Sq.Ft I_hrinq At" — 5,740 Sq.Ft�_ a Adjusted Area 6,254 Sq.Ft Lot Slss 17,486.88 Sq.Ft Multiple (See Building info.) Year Bulk Assessment Information Year 2020 2019 2018 Land Value $2,186,006 $2.186,006 $2,117,446 Building VINrw $898,127 $909,073 _ $723,980 XF Value _. Market Value $69,608 —^ $70,197 $32,828 $3,153,939 $3,165,276 $2,874,254 Assessed Value i $3,153,939 _ $3,165,276 $2,874,254 Benefits Information Benefit Homestead Type 2020 2019 2018 Exemption r Exemption $25,000 $25,000 - Second Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). (Short Legal Description I MIAMI SHORES BAY VIEW PB 40-16 LOT 14 LOT SIZE 128.580 X 136 OR 17172-3930 0496 5 COC 22824-3847 112004 1 Generated On: 11/3/2020 Taxable Value Information 20201 20191 2018 County Exemption Value$0 Taxable Value 33,:A7M $3,165,276 $2,874,264 School Board Exemption VaIue 525,000 $0 $0 Taxable Value $3,128,939 $3,165,276 $2,874,254 City Exemption Value Taxable Value $50,000 $0 $0 $2,874,264 $3,1637939 $3,IN,276 Regional Exemption Value s5o,000 $o $0 Taxable Value 1 $3,103,9391 $3,165,2761 $2,874,254 Sales Information Previous Sale 09/29/2016 Prfoe OR Book -Page Qualification Description Qual by exam of deed $3,685,000 30255-4940 11/01/2004 $1,970,000 22824-3847 Sales which are qualified v The Office of the Property Appraiser is continually editing and updating the tax roll. This website may riot reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at htip://www.miamidade.gov/info/disclaimer.asp Version Ron DeSantis, Governor STATE OF FLORIDA Halsey Beshears, Secretary DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE GLASS AND GLAZING CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES QUINTANA, GERMAN EMENELIO CLEAR CHOICE WINDOWS & DOORS INC 7518 WEST 33RD LN HIALEAH FL 33018 LICENSE NUMBER: SCC131151301 EXPIRATION DATE: AUGUST 31, 2022 Always verify licenses online at MyFloridaLicense.com 0� 0 Do not alter this document in any form. FEB]Kr This is your license. It is unlawful for anyone other than the licensee to use this document. bFlodda y �9 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 4515657 RECEIPT NO. RENEWAL BUSINESS NAME/LOCATION 4714359 CLEAR CHOICE WINDOWS & DOORS INC 2184 NW 89TH PL DORAL, FL 33172 .. MM EXPIRES SEPTEMBER 30, 2021 Must be displayed at place of business Pursuant to County Code Chapter 8A -Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED CLEAR CHOICE WINDOWS & DOORS 196 SPECIALTY BUILDING BY TAX COLLECTOR INC CONTRACTOR r/n rFRMAN nl IINTANA PRFS 75.00 07/20/2020 Worker(s) 20 SCC131151301 CREDITCARD-20-056811 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 6a-276. MWim For more information, visit www.miamidade.gov/taxcollector A`oRL> CERTIFICATE OF LIABILITY INSURANCE PATE(MM/DDmYY) 11 /16/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Morris & Reynolds Inc. 14821 South Dixie Highway Miami FL 33176 CONTACT NAME: PHONE FAX A/c No Exc : 305-238-1000 A/c No): 305-255-9643 ADDRIESS: INSURERS AFFORDING COVERAGE NAIC # INSURERA: Kinsale Insurance Company 38920 License#: L052644 INSURED CLEACHO-02 Clear Choice Windows & Doors 2184 NW 89th Place INSURER B : Scottsdale Insurance Company 41297 INSURERC: Brid efield Employers Ins. Co. 10701 INSURER D : Mercury Indemnity Company of A 11201 Doral FL 33172 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER:200167194 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBRPOLICY POLICY NUMBER POLICEFF MM DD EXP MM/DD//YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE C� OCCUR I 01001001381 11/1/2020 11/1/2021 EACH OCCURRENCE $1,000,000 DAMA RENTED PREMISES Ea oc currence $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $1,000,000 GENT AGGREGATE LIMIT APPLIES PER: POLICY JECOT- LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ D AUTOMOBILE LIABILITY ANY AUTO SCHEDULED AUTOS ONLY AUTOS OWNED IX HIRED NON -OWNED AUTOS ONLY AUTOS ONLY BA090000014058 11/4/2020 11/4/2021 COMBINED SINGLE LIMIT Ea accident $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ X PROPERTY DAMAGE Per accident $ B UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE CXS0006931 11/1/2020 11/1/2021 EACH OCCURRENCE $2,000,000 X AGGREGATE $ 2,000,000 DED RETENTION $ $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED9 (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A 83032019 11/1/2020 11/1/2021 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Glass & Glazing Contractor - SCC131151301 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village Bldg Dept 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD AP Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknow Bement: -29 Qualifier/Owner Signature EM eXpIRft�" 14, 2= Date Print Name ftpossl - contract Page Il of 5 10/2z/2020 Sold to: Christian Bernard S Emmanuelle Bernard Maugein Job Name: Maugein 1300 2nd Fir Address: 1300 NE 94th Street Address: 1300 NE 94th Street City: Miami Shores State: FL Zip: 33138 Phone: Fax: Email: Window and/or Door Proposal -Contract Specifications/Inclusions: ESW Series 2020 Sliding Door 2184 NW 89th Place Doral, Florida 33172 T: (305) 259-6899 F: (305) 278-8449 City: Miami Shores State: FL Zip: 33138 Job Contact: Emmanuelle Maugein Mobile: Email: manuemaug@hotmaii.com Consultant: Paul Fisher Labor: (YES or NO) YES For Product Installation YES For bucking (includes labor and material) YES For removal and disposal of existing windows and doors YES For rental equipment provided by Clear Choice please add $14,159 Md Tax Aluminum Finish: Bone WhRe Duranar Glazing Bead: Sauer* Glass Type: Monolithic Impact Glass Color Clear Low E Coaling: Solarban 70XL Pull: Crest Pull Type: Oftet Pug Finish: White Jamb Type: Anchored Jambs (Standard) Sig Finish: Clear Anodized Sig Riser Height: 2 518=+53 Total for Product: $14,159 iwTax $2,114 $474 $1,521 $1,800 Labor Subtotal: $5,909 Inclusions: 1. Unload and distribute units to required location. 2. Set and shim units plumb, level and square in openings bucked by Clear Choice Windows. 3. Anchor units in accordance with product approvals and Florida Building Code. 4. Necessary aluminum mullions, covers and attaching accessories. Professional Services: (YES or NO) YES For permit processing (Cost of Permit By Client) YES For engineering and wind bad design pressure calculations YES Cost of window and/or door Municipal Permit. Delivery Service This proposal includes a single material Delivery Service. $475 $750 TB Professional Services: $1,225 $695 Grand Total For entire project: $21,988 and Tax 50% deposit of Total Product: $7,080 Balance of Product and 100% of Professional Services due upon delivery from manufacturer: $9,000 50% of Labor due upon commencement of labor: $2,955 Labor progress payment due upon completion of Product Installation: $2,743 Balance Due within 30 days of successful anchor inspection: $211 Inkials 4 Maugein 1300 2nd Fir 102220_ESW PRESTIGE MB7.55 Proposal - Contract Page 2 of 5 10/22/2020 2184 NW 89th Place Doral, Florida 33172 T: (305) 259-6899 F: (305) 278-8449 Exclusions: 1. Cost of window and/or door Municipal Permit. 2. Interior casing or interior mullion covers of any kind unless otherwise specified. 3. Interior priming or painting unless otherwise specified. 4. Any stucco or stucco patching. 5. Any drywall or plaster patching. 6. Final caulking after paint. 7. Window washing or final cleaning. 8. Structural steel that is required to install the glazing system but is not part of the stricture. 9. Protection of windows at jobsite against vandalism, fire, theft or damage by others. 10. Any rough blocking or bucks. 11. Permits, Engineering or Engineering Fees. 12. Remove and dispose of existing windows and doors. Notes to Client: 1. Remove all curtains, shades and/or blinds and corresponding brackets. 2. Remove all ornaments, pictures from the walk, and any furniture from the existing window areas. 3. Work areas will be very dusty; client should take every precaution to cover any furnishings, curios, etc. 4. Plants and shrubbery near work area may be damaged. 5. Arrange to have your alarm company disconnect and reconnect your alarm system. Assumptions: 1. Existing openings where work is to be performed are structural masonry openings, (poured concrete or concrete block around the perimeter of each opening). 2. Any costs associated with correcting openings that are found damaged or non structural are not part of this contract and must be repaired by a qualified contractor. 3. Prices Subject to change if field verification of sizes differs from drawings or if required by field conditions. Prices: Prices quoted are firm for (30) thirty days and are based on our Interpretation of plans, sketches, specifications and information provided by you. These prices are subject to change if source material is changed in any way or if field verification of sizes differs from plans or if required by field conditions. Payment Terms: If the value of the work to be completed is less than the amount owed, Clear Choice reserves the right to request a partial payment. Warranty work shall not affect payment terms. Warranty is implemented provided there is no outstanding balance owed to Subcontractor. Product 501E down payment when order is placed. 50°4, is due upon delivery from manufacturer. B for any reason job Is delayed or jobsite delivery is pending, Clear Choice will store material in its warehouse for a period of seven (7) days. At that time full payment for Product will be due. Storage charges will be billed at the rate of one percent of the Total Product amount per month of storage. Client reserves the right to Impact product in CCWD's warehouse. Labor 50% down payment is due when labor is commenced, with or without product on jobsite. Balance of Labor, less ten percent (10%) of Product Installation (Retainage), is due upon successful anchor inspection by governing municipality. Final balance (Retainage) Is due within thirty (30) days of successful anchor inspection. Clear Choice will deliver and install window and/or door hardware if applicable at Customers discretion. Initials f—J 9— Maugein 1300 2nd Flr 102220 ESW PRESTIGE MI37.55 Proposal - Contract Page 3 of 5 10/22/2020 2184 NW 89th Place Doral, Florida 33172 T: (305) 259-6899 F: (305) 278-8449 Job Specific Notes: 1. 10/22/20 Lead time: 12 to 14 weeks from date of signed contract, signed shop drawings and receipt of deposit. 2. 10/22/20 Proposed products have been reviewed and products are found to be in compliance. 3. 10/22/20 Any Masonry Openings that are not made to the sizes given by Clear Choice and require custom bucking VAN be charged back to client on a per opening basis. 4. 10/22/20 This proposal is provided using our standard installation techniques which meet or exceed the Florida Building Code; using Elco brand corrosion resistant Tapcons with Stalgard Coating and GE caulking. 5. 10/22/20 This proposal includes a single material delivery. 6. 10/22/20 AN units quoted to closest standard manufacturer sizes. 7. 10/22/20 Includes material lift to get product to the second floor. Conditions: 1 Buyer to provide a secure location for material. 2 Buyer should carefully check material upon arrival and immediately report shortages or damage to seller. No claims will be considered unless filed within seven (7) days after delivery. 3 This contract and accompanying shop drawings constitutes the sob and complete Agreement between the Buyer and Seller and is subject to additional charges should changes be required. 4 Contract is based upon quantities, unit sizes, unit description and specifications as listed on this contract and attached detail sheet. Buyer should carefully cheek quantities and specifications listed. 5 Seller will not be responsible for delays due to labor troubles, fire, accidents, transportation or any other causes beyond Its control. 6 The product(s) ordered on this contract are custom built to fit Buyer's requirements and this order is therefore NOT CANCELABLE, nor is any product returnable. 7 No statement, representation or agreement written or verbal not appearing on the face of this contract is binding or acceptable. 8 Seller expressly reserves all contractors, mechanic's and materialman's liens which may be asserted under any provision of law to secure payment of the contract price and may, at Sellers option, assert and fix some as liens upon the real property on which installation is made. In the event payment is enforced through attorneys or by suit or in bankruptcy or probate proceedings. Buyer agrees to pay Sellers reasonable attorneys fees and costs of court at all levels. AN sums not paid as due shall bear interest at maximum legal rate. 9 The products sold hereby are warranted by the manufacturer from date of delivery against defects in material and workmanship. There are no warranties which extend beyond the description on the face of this contract nor are there any further warranties of merchantability nor any other warranties expressed or implied. Seller is not responsible for consequential damages. Buyers remedies are limited to the repair or replacement of non -conforming goods and/or parts or return of goods and repayment of the price at Sellers option. 10 Buyer agrees that the pricing reflected in this proposal is current manufacturer pricing. Manufacturer prk*tg is subject to change until the point when order is released into production. Should manufacturer(s) impose any increase in pricing, CCWD will pass along said Increase to Customer only to the extent in which it has been received from the manufacturer 11 Subcontractor will walk the job upon anchor inspection. Client (contractor, owner or client authorized person) shall be present for said walk- through with 48 hours notice. Should Client fail to be present for walk-through, Subcontractor shall submit a final Net of open items, If any, which Client agrees will represent the only pending items. 12 Buyer understands and agrees that this proposallcontract includes one material delivery arrangement upon receipt of all product from manufacturers. Client understands that CCWD has no control over manufacturer delays or backorders. Should product be backordered, delayed or received in installments, CCWD reserves the right to request a partial payment for product as it is received. Should Client request a partial delivery of said product rather than waiting for a complete delivery arrangement, an additional delivery fee will be assessed. 13 Any dispute arising from or related to this ProposaYContract shall be governed under Florida law with venue in Miam Dade County and no other location. Venue and choice of law are mandatory and not permissive. BOTH PARTIES AGREE TO WAIVE ANY RIGHT TO A JURY TRIAL. 14 Buyer agrees to pay any permit or inspection fees associated with the sale and/or installation of windows and doors covered by this agreement. Initials � _� 1— Maugein 1300 2nd Fir 102220_ESW PRESTIGE_MB7.55 Proposal - Contract rage 4 of 5 10/22/2020 ! - - ON'�, ' Product Clauses Wood and Wood Grain Products 2184 NW 89th Place Doral, Florida 33172 T: (305) 259-6899 F: (305) 278-8449 Wood products have a natural variation of color and grain which cannot be considered a defect in the quality. Simulated wood grain may also have a variation of color and grain. Break Metal Color samples will be approved by client prior to installation. Colors vary by different paint manufacturers and may not be an exact match to the windows S doors. The thickness of our break metal is .040", thicker break metal can be provided at an additional cost Thicker break metal may affect the appearance and some waviness is expected. Our gap tolerance is approximately 1116" to 118" depending on the shape and size of the break metal. Maximum available sheet size presently 4' wide by 12' long. Therefore, splices may be required and will be coordinated with client prior to ordering. Glass Low E glass if specified above will have a greenish hue (color) and will vary among manufacturers and glass thicknesses. Because of the nature of the processes used in manufacturing heat -strengthened or fully tempered glass, these products are not as flat as annealed glass. Therefore, large places of glass may have an inherent bow or deflection that may cause door panels to not close or engage smoothy. This is not considered a defect Laminated Glass Distortion: Glass has prevalent characteristics such as bubbles, discoloration, blurs, and scratches. These are expected, as they are inherent qualities that meet or exceed standard specifications for flat glass ASTM C1036, heat treated flat glass ASTM C1048, and laminated architectural flat glass ASTM C1172. Heat strengthened or tempered glass may have visual distortion of various types such as but not limited to wave, gaseous inclusions, scratches, rubs and blemishes and are not cons dared as defective. Laminated glass furnished under this contract will conform to ASTM standards for 03 quality glass. PiFil Fisher for Custom Clear Choice Windows 8 Doors 11) 9e20 Dale 1 Cl2 0 Date Initials Maugein 1300 2nd Flr_102220_ESW PRESTIGE_MB7.55 ORs : Miami Shores Village Building Department 10050 NE 2"d Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 12/10/2020 Permit No.: WS20-2835 Project Address: 1300 NE 94TH ST. Page I of 1 1. PROVIDE SITE SPECIFIC WIND LOAD CALC'S OR A GENERIC WIND LOAD CALC USING WORST CASE LOADING IN COMPLIANCE WITH THE HVHZ PROVISIONS OF SECTION 1620, OF THE FBC 6TH EDITION (2017), SIGNED & SEALED BY FLORIDA REGISTERED ARCHITECT OR ENGINEER, TO DETERMINE THE MAXIMUM WIND DESIGN PRESSURE FOR ALL EXTERIOR DOORS AND WINDOWS, SKYLIGHTS, STORE FRONT SYSTEM AND/OR SHUTTERS 2. STRUCTURAL WIND LOAD CALC'S REQUIRED TO COMPLY WITH FLORIDA ADMINISTRATIVE CODE SECTION 61G15-23. ORIGINAL SIGNATURE, DATE AND SEAL ARE REQUIRED ON BOTH SETS ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE Miami Shores Village Building Department 10050 NE 2"d Ave. - Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 12/10/2020 Permit No.: WS20-2836 Project Address: 1300 NE 94TH ST. Page 1 of I 1. PROVIDE SITE SPECIFIC WIND LOAD CALC'S OR A GENERIC WIND LOAD CALC USING WORST CASE LOADING IN COMPLIANCE WITH THE HVHZ PROVISIONS OF SECTION 1620, OF THE FBC 6TH EDITION (2017), SIGNED & SEALED BY FLORIDA REGISTERED ARCHITECT OR ENGINEER, TO DETERMINE THE MAXIMUM WIND DESIGN PRESSURE FOR ALL EXTERIOR DOORS AND WINDOWS, SKYLIGHTS, STORE FRONT SYSTEM AND/OR SHUTTERS 2. STRUCTURAL WIND LOAD CALC'S REQUIRED TO COMPLY WITH FLORIDA ADMINISTRATIVE CODE SECTION 61G15-23. ORIGINAL SIGNATURE, DATE AND SEAL ARE REQUIRED ON BOTH SETS ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE 11/3/2020 Florida Building Code Online . 1 SOS Home Log In User Registration Hot Topics Submit Surcharge Stats S Facts Publications Contact Us BaS Site Map Links search Product Approval a USER: Public user Product Aonroval Menu > Product or Application Search > ADDlication List > Application Detail FL lit FL22267-R5 Application Type Revision Code Version 2017 Application Status Approved Comments 00 • • • • • Archived •••••• • • •• •••••• •••••• Product Manufacturer E.S. Windows, Inc. • • • • Address/Phone/Email 10653 NE Qusybridge Ct. Miami, FL 33138 * 0 0 0 0 0 a a : 0 0 . 0 00* (305) 624-7775 00 • • • • • • • • • • • achamorro*eswllc.com • • • • • • • Authorized Signature Ylping Wang ; • • a a • • mcy@mcyengineering.com • • • 0000 •••••• Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblim Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the YipkV Wang Evaluation Report Florida License PE-SS963 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/16/2025 Validated By Xiaojun Gu Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 https:llwww.floridabuilding.org/prlpr app_00.aspx?pararn=wGEVXQwtDquYPIHVeSbgMbChgSSFrrNURy0vT9ErlUFmoMncVF9jZQ%3d%3d 1/2 11/3/2920 Florida Building Code Online t y Product Approval Method Method 1 Option D Date Submitted 10/17/2019 Date Validated 10/17/2019 Date Pending FBC Approval 10/22/2019 Date Approved 12/10/2019 Date Revised 09/14/2020 Summary of Products FL # Model, Number or Name Description 22267.1 -SGD2020 SLIDING GLASS DOOR- sliding glass door -large and small missile impact LI & SMI Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL22267 R5 II 10,16.19 ES-SGD2020 - LMI - SS.pdf Approved for use outside HVHZ: Yes Verified By: Yiping Wang PE *55983 • Impact Resistant: Yes Created by Independenl�ThirdoParty: Yiir • • • • Design Pressure: +65/-150 Evaluation Reports • • • "' • • Other: for sliding glass door sizes vs. design pressure refer to FL22267 R5 AE EVR ES -%tD2520-SlidIA% DEQr -LMI SS. installation instructions Created by Independent'7Ml•Wrlrty: Yes • • 000000 •••• •••• • • Nask tiezt ' ' • • •••• •••• ••••• •••••• • • •• •• •• • •••••• Contact Us :: 2601 Blair Stone Road. TaNahassee FL 32399 phone: 850-447.18ZL • • • The State of Florida Is an AA/EEO employer. CoQyright 2007-2013 State of Florida.:: privacy Statement :: ARcessibiYtr Statemeahc : $Uld.1LIjINDW • • • • • • Under Florida law, email addresses are public records. If you do not want your a -mall address released in resporue V a puff records ilques%%o not send electroni• mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contaer•Qj 4811395. • to Section4119MRll, Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addr� ITtTieyr•ve one!The emdk provided may be used for official communication with the licensee. However ema0 addresses are public record. If you do not wish to suppiVo#wsonal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S„ please CD& Jim. predtmt Approval Accepts ®0 N Credit Card Safe httpsd/www.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDquYPIHVagbgMbChgSSFrrNURyOvT9ErlUFmoMncVF9jZQ%3d%3d 2/2 8501 SW 124th Ave. Ste. 205A MCY ENGINEERING, INC. MiamiP: 305 271 01i 7 GI.AZING CON1S1.AJ ANT F: 305 279-6818 PRODUCT APPROVAL EVALUATION REPORT Product Manufacturer. Product Name/Model & Description: E.S Windows, Inc. Series ES-SGD2020 Sliding Glass Door — L.M.I. 951 NE 16rh St. Ste. 207 Sliding glass door — large missile impact Miami FL 33162 • Scope: This product has been evaluated by the below -signed Florida Professional Efigit t for compliance v itp• • .... .... . . the Code noted herein and is, for the purpose intended, at least equivalent to tharl*quired bytFre� Code,•i�r•• accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation •olt this peekshall, be... required following applicable Code modifications or revisions. .. • Code: 6t° Edition Florida Building Code (2017), inclusive of all Supplements effecfive'asof this.re4:prt ; • • • • . date. Compliance Method: 61G20-3.005 (1)(d) — Evaluation Report from a licensed Professional Engineer Product Description: Product Approval Drawing #AD16-29, prepared by MCY Engineering, signed and sealed by the Yiping Wang P.E., is an integral part of this Evaluation Report. Limitations & Conditions of Use: • This product has been evaluated for use inside and outside of the HVHZ (High Velocity Hurricane Zone) • Impact Resistance: Large Missile Impact • Refer to Product Approval Drawing noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Other load limitations applicable to the product, if any. o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. M 8501 SW 124th Ave. Ste. 205A MCY ENGINEERING, INC. MP305271 01 7 Cil_A/lid( ('0NSU]_TAi-1T F: 305 279-6818 Test Reports: Mandatory Tests (Tested in accordance with AAMA 501) Test Lab Report Number Test Report Date Test Standard & Description Blackwater Testing Inc BT-ESW-16-010 03/23/2017 TAS 201(large missile impact test) West Palm Beach, FL signed and sealed TAS 203 (cyclic wind pressure loading) ASTM E1996 Llarge missile:implat) by Constantin ASTM E1886 fgcficVind Rressyre •••� Bortes, P.E. loading) •.•••• . '..' ,•.• Blackwater Testing Inc BT-ESW-16-010 03/23/2017 TAS 202 (unifptftf ftotic tesip••, • West Palm Beach, FL signed and sealed ASTM E283 air infiltration MA "'•' ( i ...... .. .... ASTM E331(*****;sistanj je:� by Constantin • • AAMA 1303 (tersc%i,entry test) Bortes, P.E. • •• • •••• Blackwater Testing Inc BT-ESW-18-002 03/16/2018 TAS 201(largls.rpfssne imp�lgst) ; • • • West Palm Beach, FL signed and sealed TAS 203 (cyclic wind pressure.195ding) TAS 202 (uniform static test) by Constantin ASTM E283 (air infiltration test) Bortes, P.E. ASTM E331(water resistant test) AAMA 1303 (forced entry test) Engineering Analysis: The following engineering analyses and/or calculations have been performed: • Comparative analysis has been performed for conditions other than tested. • Rational analysis has been performed per Code requirements and acceptable standards of engineering principles (but not in lieu of standard tests required by the Code). No increase in allowable stress has been used in the evaluation of this product. 2 I 0 E5 WINDOWS, INC. LARGE AND SMALL MISSILE IMPACT DOORS RATED FOR LARGE AND SMALL MISSILE IMPACT. LAMINATED GLA55 AND IMPACT SHUTTERS ARE NOT REQUIRED. INSULATED -LAMINATED GLA55 LARGE AND SMALL M1551LE IMPACT. 5ERIE5 5GD 2020 SLIDING GLA55 DOOR IN5TRUCTION5: APPLICABLE EGRE55 REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. USE CHARTS AS FOLLOWS TH15 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF STEP I DETERMINE DE51GN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, THE GTH EDITION FLORIDA BUILDING CODE (2017) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). BLDG HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. THESE DOORS ARE APPROVED FOR AIR AND WATER INFILTRATION. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRE551NG OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF TH I5 APPROVAL. MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (2017) SECTION AS APPLICABLE. METAL STRUCTURES NOT BY NR ARCHITECTURAL PRODUCTS, INC. TO BE DE51GNED TO SUPPORT THE LOADS IMPOSED BY THIS GLAZING SYSTEM AND TO TRANSFER, SUCH LOADS TO THE BUILDING MAIN STRUCTURE. ULTIMATE LOAD OBTAINED FROM ASCE 7- 10, MULTIPLY BY O.G SHALL BE LE55 THAN OR EQUAL TO MAX. DE51GN LOAD IN THI5 DOCUMENT. THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DE51GN LOADS. STEP 2 SEE ALLOWABLE CONFIGURATIONS ON SHEETS EG THROUGH E 12. SEE CHARTS ON SHEET G I FOR ALLOWABLE DE51GN LOAD BASED ON DESIRED GLA55 TYPE. SEE CHARTS ON SHEET KI FOR INTERLOCK DE51GN LOAD. 5TEP 3 FOR FREESTANDING JAMB USED AT 2 TRACK OR 3 TRACK, SEE CHARTS ON SHEET J I AND J2 FOR REINFORCING LEVEL AND CAPACITIES. 5TEP 4 FOR ANCHORED JAMB, SEE OPTIONS AND SPACING ON SHEETS J3 AND J4. STEP 5 USING CHARTS ON SHEET A I SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DE51GN LOAD SPECIFIED IN STEP I ABOVE. STEP G THE LOWEST VALUE RESULTING FROM STEPS 2 THRU 5 SHALL APPLY TO ENTIRE SYSTEM. FL #22267 LSNTATT0116 OF YK THIS PRODUCT EVALUATION DOCUMENT A (PED.) PREPARED IY THIS FNONEENIS OEIBiC AID DOES NDT PROVDE PfORWTDN FOR A SRE SPECFIC PROTECT: I.. WHERE THE SITE CONDITIONS DEVIATE FROM THE PED. CONTRACTOR TO DE REBPONSYiiE FOR a THE SELECTION. PURCHASE AND IiSTAUUATON OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HEISHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCISBdT, THIS PRODUCT EVAUATION DOCUMENT G MILL SE CONSIDERS •NVALD F ALTERED SY ANY REAMS. SITE SPECFHC PROJECTS BHAL L SE D, P +A_ED SY A FLORIDA ENGINEER OR ARCHITECT MISCH HMLL SECO E TIE MINEER OF RECORD (E.OA) FOR THE PROJECT AND MAID WILL. BE RESPOMNX FOR THE PROPER USE OF THE PAD. VISIT P.ED. SNALI SEAR THE DATF AND E ! #.,A-4 1�ar'"I Pv FL REGI T10% • t40A. . 2s677 f . j • F t '•IS C T` •••!� �I •••00•0N•• 9 V 1-- o° H1� lz o j W z e W Z 5 z a .Lu I .OEM" 0 go 2 Q U m $`n � ® ? 5 3CV 0 z <rz J N W O cb w %— DNA Oak 46-2mv AS SHCNA DTAWING NO. AD16- 29 COVER ILIUM N.. 01 OF 59 I: • CLUSTER OF ANCHOR 4,6,8 OR 10 5EE SHEETS A6 4 A7 FOR ANCHOR TYPES 4 SHEETS A I THRU 60" PANEL WIDTH A4 FOR CAPACITIES (TYP.) 56" MAX. FALSE MUNTIN L.O. OPTIONAL FOR ANCHORED JAMB, SEE 5HEET J3 w uj �t w m = o Ou- — uj O Z O ( — D 383 1 5/ 16" MAX. FRAME WIDTH 60" 6 I I I / 16" PANEL WIDTH PANEL WIDTH 60" GI I I/ I G" PANEL WIDTH PANEL WIDTH NCHORS IN PAIRS UNION SPLICE r I = ll 1A 1 11 11 D1 D1 �9 �10 �j11 D4 ° °P = I D4 I10 D4 X D5 X D5 X O 13 P 14 15 16 17 D6 06 D6 D7 D7 II _ I� �I II Il 2A 2 II II D1 D1 18" MAX. H AD ILI CORNER ANCHORS AT_/ FREESTANDING JAMB USE 2,3 OR 4 (HALF OF NUMBER OF ANCHOR REQUIRED AT MEETING 5TI LE) m 60" PANEL WIDTH 60" PANEL WIDTH 59" '.L WIDTH ZILLO s 8 12 D5 D4 D4 D5 X OPP, X OPP X OPP. X 16 15 14 18 D7 D6 D6 D7 = .OPP. OPP OPP. 8" M 3" IE f 3" )'C' CLUSTER OF ANCHOR 4,6 UNION SPLICE OR 8 SEE SHEET A8 FOR 1YPICAL EXTERIOR ELEVATION5 (OXXXXXXXP) ANCHORS TYPE 4 SHEET A5 FOR CAPACITIES. (fE5TED UNITS SHOWN) 6" 18" MAX. NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL PANEL HEIGHT = FRAME HEIGHT - 2.G25" D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9. 1 25" D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" WEEP HOLE LAYOUT 91- o 4 TRACK Z z HEAD ANCHOR5 _ ;l W z s ANCHORS AT Z U FREESTANDING JAMB Z al USE 2,3,4 OR 5 (HALF OF NUMBERS OF :i4qe � ANCHOR REQUIRED A�•• , MEETING STILES) •••�•+ (f,.'.. ...... '�. c o 1 .. I ' POC ' OPTI N POCrfT NOT PART OF THIS APPROVAL. TO BE REVIEWED U m BY AHJ. g z a co co m " II O N �N 1 II I Z °z24 g� 1 1 cn CO o w 02 — co W AN FL 00 042867 DM%MNG NO. T i0 � AD16-29 �' vm El • o 02 OF 59 n.,r 17rh '3n10 1 C 4,6,e A( TYPE! A4 FC FC FREE USE 2,3 OR 4 (HALF OF HEAD/51LL NUMBER OF ANCHOR CORNERS REQUIRED AT MEETING 5TI LE) MAX. NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL PANEL HEIGHT = FRAME HEIGHT - 2.G25" D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9. 1 25" D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" rr 5" 18" 3" 3" 3" MAX 3 TRACK BEAD ANCHOR5 LUSTER OF ANCHOR STANDING FRAME WIDTH OR 10 SEE 5HEET5 4 A7 FOR ANCHOR 6 1 3/4" GI I I/ I G" GO" i 4 5HEET5 A I THRU--� PANEL WIDTH PANEL WIDTH PANEL WIDTH ANCHOR5 AT >R CAPACITIE5 (TYP.) FREESTANDING JAMB 5G" MAX. GO" GI I I / I G" GO" U5E 2,3,4 OR 5 (HALF FALSE MUNTIN D.L.O. PANEL WIDTH PANEL WIDTH PANEL WIDTH OF NUMBER OF ANCHOR: , OPTIONAL ANCHOR5 IN PAIRS AT REQUIRED AT MEETING " R ANCHORED JAMB, HEAD/JAMB UNION SPLICE 5TILE) • • • 5EE 5HEET J3 t / 3A 3 I •••• 19 / 20 21 22 21 20 30 D8 _ D8 D8 09 08 OP D8 P D12 � II II �j27 . / / i POCKET W — — I 26 28 27 26 31 uj o -w Ln p Q D10 II X D10 X D10 v D1t v D10 P D10 P v D12 INK25 /� /� /� _ O z (L ") �-�i POCKET NOT PART OF TH15 o II II APPROVAL. TO BE REVIEWED I� �I BY AHJ. 4A 4 I D2 D2 ANCHORS AT JAMB 5° Mom• 18" MAX. 3" 3" UNION SPLICE CLUSTER OF ANCHOR 4,G OR 8 5EE SHEET A8 FOR TYPICAL EXTERIOR ELEVATIONS (XXXXXXP) ANCHOR5 TYPE 4 5HEET A5 (TESTED UNITS 5HOWN) FOR CAPACITIES. E . a 1a#&##4f .ram WAN^ r- O z �N m W i s z U •a� .. 2 co t�v • e ♦ SU Z co co a _jU. ® ^ LL N w In g c O CQ WJ IL co cb w I1 RE1�Ot1t l orawri Moe sole R i `•� .• • NQA. 28677 / a7S2U7Y r ,y �/( • DRAWING NO. " M f ♦ • O AD16-29 E2 SIN♦. 03 OF 59 S!®NP<<.`` Oct 17th_ 2019 CLUSTER OF ANCHOR 4,6,8 OR 10 SEE SHEETS AG 4 A7 FOR ANCHOR TYPE5 4 5HEET5 A I THRU A4 FOR CAPACITIE5 (TYP.) ANCHORS AT FREESTANDING JAMB U5E 2,3,4 OR 5 (HALF OF NUMBER OF ANCHOR REQUIRED AT MEETING STI LE) c� w = g U-i 11.JLn � u w — — 0O — Z n- m o ANCHORS ATE 5" MAX. FREESTANDING JAMB HEAD/51LL USE 2,3 OR 4 (HALF OF CORNER5 NUMBER OF ANCHOR REQUIRED AT MEETING STILE) NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL PANEL HEIGHT = FRAME HEIGHT - 2.G25" D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9. 1 25" D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" I[% 59" PANEL'WI 3" 3" 3" 242 7/8" FRAME WIDTH 61 3/4" PANEL WIDTH 61 1 1/16" PANEL WIDTH UNION SPLICE 61 3/4" PANEL WIDTH 5G" MAX. D.L.O. D3 D3 35 36 35 34 D14 D14NINE D14 P D13 O D16 v D16 X D16 rPF In v D15 rpry 6 6A D3 D3 e IkyA t3 LA 18" MAX. UNION 5PLICE HEAD/51LL SEE SHEET A I TYPICAL EXTERIOR ELEVATIONS (XXXXP) (TESTED UNITS SHOWN) � V o Z 2 TRACK a HEAD t SILL ANCHORS — ►- ..1' 0 W W Z I z v ", �. .. J W . • CD v .... 0000 .. .. ••..•. 9.6 • . .• 00110 • . . • co p U m POCKET I o 4 Uj (� 0 LL N '�Lo Z _— m POCKET NOT PART OF TH15 n co APPROVAL. TO BE REVIEWED c W 0 J BY AHJ. II I w CLU5TER OF ANCHOR 4,6 OR 8 SEE 5HEET A8 FOR ANCHOR5 TYPE 4 SHEET A5 FOR CAPACITIES. ♦i�. GWA IVI jet REGISMATI0,4 •� V _F i D—Dow Sale • BOA 28677 afszm. 40 • .. • ,� ( • o"WING MO. pF AD16— 29 SIOtsPi�� shMNO. 04 OF 59 Oct 17th 2019 m CLUSTER OF ANCHOr< A I— G /'%M 1 /1 G = = 9A9 114 MAX. 1- o zCD Q � N (� Z m q Z e9i 0. 5 TRACK fv 5HEET5AG 4 A7 FOR FRAME WIDTH IF -AD ANCH ANCHOR TYPE5 4 SHEETS A I THRU A4 59" 60" GI I t / 16" 60" 60° NCHORS DR CAPACITIES (TYP.) PANEL WIDTH 6O" PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH REE5TAND1 FAL5E MUNTIN G" MAX. typ. PANEL WIDTH GO" 56" MAX. 61 1 1/16" GO" GO" MB USE OPTIONAL .L.O. PANEL WIDTH D.L.O. PANEL WIDTH PANEL WIDTH PANEL WIDTH DR5 •.. DR ANCHORED JAMB, NCHORS IN PAIRS r UNION SPLICE I— 0* 00 5EE SHEET J3 T I• • 1A 1 I •I•:• II II D11 D1J I ��•� / 10 �1DA / % 11 / �10 / g 8 / 12 •• INS ZV'D4.2 D4.1 04.1 OPP. w w O D4.1 D4.1 D4.2 D4.2 v D4.2 OPP. D4.1 OPP D4.1 OPP. a POC�j O X /� X X X O OPTIU� N �D p 13 14 15 16 16A ,7 16A 16 15 14 18 u_ — O — LU D4.3 — D4.3 04.3 D4.4 D4.4 D4.4 D4.3 D7 D4.4 D4.4 D4.3 O II OPP. OPP OPP. OPP. 2A 2 D1.1 ,- 4 18" MAX. HEAD/51LL 18" M . 3 3 `UNION SPLICE CORNERO.C. TYP. CLUSTER OF POCKET NOT PART OF T1115 ANCHORS AT ANCHOR 4,6 OR 8 TYPICAL EXTERIOR ELEVATIONS (OXXXXXXXP) APPROVAL. TO BE FREESTANDING SEE 5HEET A8 FOR ...,...,. (TESTED UNITS SHOWN) REVIEWED BY AHJ. JAMB U5E 2,3 OR 4 (HALF OF NUMBER OF ANCHOR REQUIRED AT MEETING 5TILE) m MAX. NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL PANEL HEIGHT = FRAME HEIGHT - 2.625" D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9. 1 25" D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" FOR INTERLOCK CAPACITY SEE CHARTS SHEET K I WEEP HOLE LAYOUT OR5 AT 2,3,4• . W 9 W i ( U c a NG . .. u.. QD �. QD ry I .. cn cn I � 0 U m i i I U) co m a u o o c �� Zi<� m w N N 0 W ~ vn w - J-%Ut )A Ktcws Ilur FL �ijCA. 2867�% Of • ': �o• ' a .•••.FLOP ••SS 0 Dawn DM Sale�a�siora DU%"NG NO. AD16-29 E4 shw Ne. 05 OF 59 m w _ (u O 0 CLU5TER OF ANCHOR 4,G,8 OR 10 SEE SHEETS AG 4 A7 FOR ANCHOR TYPES 4 5HEET5 A I THRU A4 FOR CAPACITIES (TYP.) MAX. PANEL • P.W. T-- E.Q. MAX. D. L.O. D. L.O. 43 D4.5 CORNER MULLIONS NOTE: CAPACITY FOR 5GD WITH EQ WIDTH(W) AND EQUAL LOAD AT BOTH SIDES. FOR UNEQUAL CONDITIONS TO BE CHECKED SEPARATELY. F.W. PANEL W MAX. E.Q. D.L.O. E.Q. MAX. D. L.O. 44 wD4.5 X 4b I I i CLUSTER OF ANCHOR 4,G OR 8 5EE SHEET A8 FOR ANCHOR5 TYPE 4 SHEET A5 FOR CAPACITIE5. 1 SLIDING DOOR WITH 300 * 1350 TURN SLIDING DOOR WITH CORNER STILES PANEL W. (E.G. AT BOTH 51DE) F H ALLOW. DE51GN LOAD (IN) (IN) (+) P5F (-) P5F 48 120 90 102 54 88.3 100.1 GO 79.5 90.1 42 12G 90 102 48 85.5 97.3 54 7G.3 8G.5 42 132 85.3 9G.7 48 74.7 84.G 54 GG.4 75.2 3G 138 87.1 98.7 42 74.7 84.G 48 G5.3 74.1 3G 144 7G.7 8G.9 42 G5.7 74.5 48 57.5 G5.2 INTERLOCK OPTIONS OPTION OPTION 18 18 18 �.19 2 �Ir�rsw�ri �' � l LOCK5TILE OPTIONS F-01"TION I I OPTION 2 co O Z °u (� z j qk Wz I z') z W• • �le .000 •••• •••• •••••• as .. .. as .. •••••• • • ... • • • ... • • • .. a8 z, co co �3 3 < LL a n ue ul Z Z i (n w0 04 O cb w .G� �WAIV6 ��i. 1 I I TT i " �A�7lJN KLSa1J 11(JIM V FL °+ * o avm DNe Sok yy 6 r • � T � • DRAWING ND. AD16-29 ShWN•. 06 OF 59 w M APPROVED CONFIGURATION DOORS (NON -REINFORCED SHOWN) 5EE SHEET K I FOR Dp AND REINFORCING OPTION5 n(1(1R FRARAF 1MnTH 0♦ 91 OS 95 OS Q♦ e p1 PP X 7 IN P �� C X "a/ , . X ,X 1C 0 0 DOOR FRAME VIDTH / 7 / 0♦ O♦ s / 10 N 05 11 B6 1B DS PP • 6 7A D4 p 01 D4 X X X $/ X f X 0/0 DOOR FRAME WIDTH LAMINATED GLA55 OPTIONS ShOWN. NON -REINFORCED DETAIL5 5HOWN. SEE DETAILS FOR INSULATED LAMINATED OPTION. FOR REINFORCED DETAILS, 5EE 5HEET D4 TO D7 FOR (4 TRACKS), D5 TO D 12 FOR (3 TRACK5), D 13 TO D 16 FOR (2 TRACKS). r)nnR FRAMF WIDTH — � I 4 All � BE: 11 • s 04 DETAIL b DETAIL S DETAIL DO DETAIL D5 DETAIL DO OD PAIL O PAIL 2 OPP IL 77 U�TAI.: DOOR FRAME WIDTH • • • D4 OZ\DETAIL D DETAIL 4 DETAIL DO DITAIL DS DETAIL lO ODETAIL D4 O PAIL D4 O PAIL 774 DETAIL OXXX (5HOVN) EXTERIOR XXXO O74 DETAIL 4 DETAIL D4 DETAIL DO DETAIL XXXX NOTE5: I. CONFIGURATION5 SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. 5EE CHART ON SHEET G I FOR GLA55 CAPACITIE5 AND GLA55 OPTION5. 3. FOR APPLICABLE DESIGN PKE55URE5 5GD REINFORCING LEVEL 1, 2 OR 3, 5EE 5HEET K 1. 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/51LL SEE SHEET A I TO A8. FOUR (4) TRACKS 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIE5 ON 5HEET J I TO J4. G. DOOR SHALL MEET EGRESS REQUIREMENTS A5 APPLICABLE PER FBC. 7A DETAIL D4 51M. o U Z m h p CO3 G g<�a C) Z C) Z Q oR N wCl O U' N W SAOAA - flTT, ':c* "WANr'AA,i. -��jj[WA REGIS TI•dkI I I I , o�vm sak so is v FL :* 0NQA. •, 28677 / a�aavr♦ *�VA »D. OF AD16-29 god No. S�� 07 OF 59 ncl 17th gnia APPROVED CONFIGURATION POCKETED DOOK5 (NON -REINFORCED SHOWN) 5EE SHEET KI FOR Dp AND REINFORCING OPTIONS DOOR FRAME WIDTH t I S t � • / m 7A FU ai N N as uj r� X _•. ,, O Q l— 0 PXXXX (SHOWN) XX)0(P Ri7o7 �7-7nr2u,91ry1a 1 ell40/1 vai ro va4 PP t Df / t �t 0� pP DS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND ARE TO BE REVIEWED 8Y AHJ. LAMINATED GLASS OPTIONS SHOWN. NON -REINFORCED DETAILS 5t10WN. SEE DETAILS FOR INSULATED LAMINATED OPTION. FOR REINFORCED DETAILS, SEE SHEET D4 TO D7 FOR (4 TRACKS), D8 TO D 12 FOR (3 TRACKS), D 13 TO D 16 FOR (2 TRACKS). DS OPPAIL � DETAIL D4 DETAIL D5 DETAIL D74A NDAIL L/I LN V n AIL 5 DETAIL 9 DETAIt-1 ON L D DETAIL D9 DETAIL D5 OPPAIL � ODP Won" AIL a DPAI D5 DETAIL D5 OPP NOTES: I .CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. SEE CHART ON SHEET G I FOR GLA55 CAPACITIES AND GtA55 OPTIONS. 3. FOR APPLICABLE DESIGN PRESSURES SGD REINFORCING LEVEL 1. 2 OR 3, SEE SHEET K I. 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD151LL SEE SHEET A I TO A8.0. FL 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 't%b1111i/f r� WAN, +NCrA. 28677 '��ics'SION�� DUMNS NO. 000 Doe Dawn D.Oe Sok � �O/6ZM• • I� AD16-29 E7 clue Mo. 08 OF 59 10 APPROVED CONFIGURATION POCKETED DOOK5 (NON -REINFORCED 5HOWN) 5EE 5HEET KI FOR Dp AND REINFORCING OPTIONS f)C)()R FRAAAF WIDTH w E i w L le LL c o O 0 O lu w L v w C vz u O O 0 l / 8i / O6 / Oi OL AO PXXX (5HOWN) XXXP r)rV-IR FRAAAF WIIITH DE M M M P p Olt 3 X � X X �� X 1 F=00 (P (5HOWN) f)nnR FRAMF W DTH a :KoeT OPT m r K.eja a r oe OPP. m a OPP. H a 51M. ox / // X 0 X od d X x PXXXXXX (5HOWN) XXXXXXP nrV)F FRAAAF WIIITH DPP > r 22 a 2l a OPP. ffi OPP. u . �� 0 X > � �/X : PXXXXXO (5HOWN) OXXXXXP THREE (3) TRACKS POCKETS ARE NOT PART OF TH15 APPROVAL AND ARE TO BE REVIEWED BY AHJ. 7 DOOR FRAME WIDTH EXTERIOR 30 D PAIL D8 DETAIL 221 DETAIL 2044 DETAIL O DOOR FRAME WIDTH NON -REINFORCED DETAILS 5HOWN. FOR REINFORCED DETAILS, 5EE 5HEET D4 TO D7 FOR (4 TRACK5), D5 TO D 12 FOR (3 TRACK5), D 13 TO D I G FOR (2 TRACKS). LAMINATED GLA55 OPTION5 5HOWN. LEE DETAIL5 FOR IN5ULATED LAMINATED OPTION. Ln uvv� 30 ODPAIL D280 DETAIL 61 Kg) -DETAIL 2029 DETAIL 2 8 DD PAIL DO PAIL 30 DETAIL DOOR FRAME WIDTH L/� i LNV1� 30 DPAIL D280 DETAIL D 1 DETAIL 2020 DETAIL 21 DETAIL De OPPAIL 0240 5 MAIL O 30 ODPAIL 20 DETAIL 2 DETAIL 229 DETAIL D1 DD PAIL 20 O TAIL P. NOTE5: 1. CONFIGURATION5 5HOWN FOR ILLU5TRATION PURPOSES ONLY. 2. SEE CHART ON 5HEET G I FOR GLA55 CAPACITIES AND GLA55 OPTION5. 3. FOR APPLICABLE DE51GN PRF55UREF5 5GD REINFORCING LEVEL 1. 2 OR 3, 5EE SHEET K I. 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/51LL SEE SHEET A I TO A5. 5. FREE STANDING JAMB 5EE OPTION5 AND CAPACITIES ON 5HEET J I TO J4. G. DOOR 5HAL1 MEET EGRE55 REQUIREMENT5 A5 APPLICABLE PER FBC. WA -"' UA KL(i1J IIVIII .Le 23 DETAIL D9 SIM. � � �jOA 2867�/" i � I pf • •�A .U, Imo, •0,1'1 fee*** �G n z X m N U) () 0] 3 a L oL n _ 0 Z co (A g N 0 W FL 2 LL Q t w c C C 2 E 2 i d LL h C c c: FL LL oe LL.U_ oe C C H S C: FL LL. Q LL LL APPROVED CONFIGURATION DOOR5 (NON -REINFORCED SHOWN) 5EE 5HEET K I FOR Dp AND REINFORCING OPTIONS DOOR FRAME WIDTH n IM >a r K �� I OXX (SHOWN) XXO XXX (# REVERSE) nr)nl2 FRAUF WIDTH - T /1 06 06 DE X 06 OPP./J(� B6 O0", p OPP. v DB /y XXXXXX (5HOWN) OXXXXO DOOR FRAME WIDTH '" x �/ ffi/ r2l a oe m a oe oe a OPP. OPP. OPP. 51M. e XXXXXX (SHOWN) )OOK FRAME WIDTH ffi r/ ffi/ g 0! ffi M ,/ n !1 M 00 0! Ot OPP. OPP. OPP. X e 0 )WMO (5HOWN) OXXXXO THREE (3) TRACKS POCKET5 ARE NOT PART OF TH15 APPROVAL AND ARE TO BE REVIEWED BY AHJ. DOOR FRAME WIDTH EXTERIOR jo';3DETAIL t —20*-N DETAIL _2N DETAIL 24 DETAIL D9 SIM. D8 D8 D9 Ilf1(lR FRAUF %AAnTH NON -REINFORCED DETAIL5 5HOWN. FOR REINFORCED DETAILS, SEE 5HEET D4 TO D7 FOR (4 TRACK5), D5 TO D 12 FOR (3 TRACK5), D 13 TO D 16 FOR (2 TRACK5). LAMINATED GLA55 OPTIONS SHOWN. SEE DETAILS FOR INSULATED LAMINATED OPTION. WM all DETAIL 28 DETAIL 221 DETAIL 222 DETAIL DETAIL D8 OPP IL AIL DO PAIL D8 DOOR FRAME WIDTH D9 O PAIL DB OPPAIL D8 OPPA1 D9 5 MAIL � DETAIL �t3 DETAIL D9 DETAIL AIL DETAIL DB OPPAIL D9 5 MAIL D8 DETAIL Db DETAIL D9 OPPD8 NOTE5: 1. CONFIGURATION5 SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. 5EE CHART ON 5HEET G I FOR GLA55 CAPACITIES AND GLA55 OPTION5. 3. FOR APPLICABLE DESIGN PRE55URE5 5GD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET K 1. 4. FOR ANCHOR DETAIL5 AND CAPACITIE5 AT HEADV51LL 5EE SHEET A I TO A8. 5. FREE STANDING JAMB SEE OPTION5 AND CAPACITIES ON SHEET J I TO J4. G. DOOR 5HALL MEET EGRE55 REQUIREMENTS A5 APPLICABLE PER FBC. .r, WAI ��J�yo+bA REGI TIdN 23 DETAIL •FL JW D9 = : t10A..0 28677 / • • .i ® • ••'•.mil O A .•��C9, •• ::[: • �l gv Ia z} to In 3 � ® ii LL 0 A n Z z<� J N W W) O 04 W A auvnn� No. AD16— 29 ES SA•., rm. 10OF59 APPROVED CONFIGURATION DOOR5 (NON -REINFORCED 5HOWN) 5EE 5HEET KI FOR Dp AND REINFORCING OPTION5 DOOR FRAME WIDTH FL x LL a U- lk C F- ru m: bq QW PP K iL oz 0 O 1] XO (5HOWN) OX DOOR FRAME WIDTH es 6N qa (/ X fte- u X "I DOOR FRAME WIDTH u as A na a< a4 m4 OPF. v SIM. O �^ (00 eme, OXO (SHOWN) OXO (REVER5E) DOOR FRAME WIDTH OF ON Mt 01{ 011 PP. SIM. 0 51M X // 0 OXXO (5HOWN) XXXX (51MILAR) TWO (2) TRACKS POCKET5 ARE NOT PART OF THIS APPROVAL AND ARE TO BE REVIEWED BY Atil LAMINATED GLA55 OPTIONS SHOWN. NON -REINFORCED DETAILS SHOWN. SEE DETAILS FOR INSULATED LAMINATED OPTION. FOR REINFORCED DETAILS, 5EE SHEET D4 TO D7 FOR (4 TRACKS), D8 TO D 12 FOR (3 TRACKS), D 13 TO D I G FOR (2 TRACK5). EXTERIOR 33 DD PAIL 35 DETAIL 37 DETAIL 33 DETAIL 35 DETAIL 33 D MAIL O DOOR FRAME WIDTH L/1 L1VVI� 32 DETAIL 36 OPP IL 35 DETAIL 37 DETAIL DOOR FRAME WIDTH PANEL WIDTH L/l 1 LN V 1� 37 D 35 DO PAIL 316 35 DETAIL 37 DETAIL OPAIL %SITAIL NOTES: 1. CONFIGURATION5 SHOWN FOR ILLU5TRATION PURPOSES ONLY. 2. 5EE CHART ON SHEET G I FOR GLA55 CAPACITIE5 AND GLA55 OPTIONS. 3. FOR APPLICABLE DE51GN PRE55UKE5 5GD REINFORCING LEVEL 1, 2 OR 3, 5EE SHEET K I. 4. FOR ANCHOR DETAILS AND CAPACITIE5 AT HEAD/51LL SEE SHEET A I TO A8. 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIE5 ON SHEET J I TO J4. G. DOOR 5HALL MEET EGRE55 REQUIREMENT5 A5 APPLICABLE PER FBC. %4uslal/ r. WA - '�,�•v L REGIG S iATK t4QA. 28677 r r • r O� Div •. O,� • �d SI®KR<< Oct 17th, 2019 Z � � lz- j�4 W N s � k� Z 0 z z C � 6 tv • ••• ^' . e•• % • • 0 •. `• u o • • • • i•• • o o • • ••• • •• so •• o • • O V Z m v) in O 0 Z 3^ Z �i 0 M 3 24 W N CD 04 I Drwm o.oe Suk � l476NHY • DIIAWIMG NO. DD16- 29 1` E10 11 OF 59 APPROVED CONFIGURATION POCKETED DOORS (NON -REINFORCED SHOWN) 5EE 511EET K I FOR Dp AND REINFORCING OPTION5 DOOR FRAME WIDTH FRAMF WIDTH 1 L- -- I XP (5HOWN) PX (REVERSE) /-34'*'\ AIL 33 DET AIL I OPP. I xa I �I PXXP DOOR FRAMF WIDTH ow m+ DPP. oµ PP. na PXXXXP f)rY)R FRAMF WIDTH � i Fee- PXXXX (5HOWN) XXXXP (REVERSE) PXXXO TWO (2) TRACKS OXXXP POCKET5 ARE NOT PART OF THI5 APPROVAL AND ARE TO BE REVIEWED DY AHJ. DOOR FRAME WIDTH PXX (5HOWN) XXP (REVER5E) DOOR FRAME WIDTH 34 O POAIL 36 PAIL 34 DETAIL 1 DOOR FRAME WIDTH 34 DOE AIL 35 DETAIL 36li�%kLVODPAIL DOOR FRAME WIDTH LAMINATED GLA55 OPTIONS SHOWN. NON -REINFORCED DETAILS SHOWN. SEE DETAILS FOR INSULATED LAMINATED OPTION. FOR REINFORCED DETAILS, SEE SHEET D4 TO D7 FOR (4 TRACKS), D8 TO D 12 FOR (3 TRACKS), D 13 TO D I G FOR (2 TRACKS). FRAME WIDTH 34 ODP AIL 35 DETAIL 33 ETAI 35 DETAIL 64N DETAIL I DPP. I 34 DPNOTES: D AIL 35 DETAIL 36 ETAIL 35 ODAIL 33 DETAIL O 1. CONFIGURATION5 5HOWN FOR ILLU5TKATION PURP05E5 ONLY. 2. SEE CHART ON SHEET G I FOR GLA55 CAPACITIE5 AND GLA55 OPTIONS. 3. FOR APPLICABLE DE51GN PRE55URE5 5GD REINFORCING LEVEL 1, 2 OR 3, 5EE SHEET KI . 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/51LL 5EE SHEET AI TO A8. 5. FREE STANDING JAMB SEE OPTION5 AND CAPACITIES ON 5HEET J I TO J4. G. DOOR SHALL MEET EGRE55 REQUIREMENTS A5 APPLICABLE PER FBC. It" 611111/1 ,�_ 'WA%vo O U m O Z a co co . O LL z z4 0) R N W w U' ~ N W fit ry�cnrR rtcta�a � wrr �• - ~ FL : E)—Doll k k �yCA 28677 i 10-16-2MV R s " * ! • DMwI� �a. AD16— 29 00 I. Seep 0 Vi 41 •a Ell .••0.•• 12 OF 59 OrN 17th 7nlQ K. 0 w ul APPROVED CONFIGURATION POCKETED AND NO POCHET DOOR5 (NON -REINFORCED 5HOWN) 5EE 5HEET KI FOR Dp AND REINFORCING OPTION5 MILD FD A.IL 11Al1TH / (0 •A w ! / N f / N M r q !• ! r • w ! N 5 w XX X X x X X 0 L I I r et JLJ ./ I " =�=j f1MP FPA.AF LkAnTH N of N r T!P w w 1( X elp X �X %C X X X • .•NLJ nnr)P FPAAAF 1AAnTH 7• / N • / N • / N 16 r k r M r • N f N 7 N X AI X X X �X X eo X • ♦•1.11 FU FIVE (5) TRACKS POCKET5 ARE NOT PART OF Th15 APPROVAL AND ARE TO BE REVIEWED BY AHJ. fXll1P FPARAF UArYTH (F Kt4; �-��"'cc6677 M N N � e X rll X ll X NOTES: 1. CONFIGURATION5 SHOWN FOR ILLU5TRATION PURPOSES ONLY. )00= (5HOWN) 2. SEE CHART ON SHEET G I FOR GLA55 CAPACITIES AND GLA55 OPTION5. 3. FOR APPLICABLE DE51GN PRE55URE5 5GD REINFORCING LEVEL 1, 2 OR 3, 5EE SHEET K 1. 4. FOR ANCHOR DETAIL5 AND CAPACITIE5 AT HEAD/51LL 5EE 5HEET A I TO A8. 5. FREE STANDING JAMB 5EE OPTION5 AND CAPACITIE5 ON 5HEET J I TO J4. G. DOOR 5HALL MEET EGRE55 REQUIREMENTS A5 APPLICABLE PER FBC. DOOR FRAME WIDTH Wz" � F ----- 7A O PAIL b DETAIL 9 DETAIL 10 DETAIL 10 DETAI ;I DETAIL DOOR FRAME WIDTH i� PANEL WIDTH 10 O�PPAIL 10 )PAIL 9 )DETAIL s • • e DETAIL 7 OPP, • • �• • • • - i I i'sr�r • I I I I I I 11 11 117}ll EXiEFop I I I I I I I I I I 7A OP AIL 6 DETAIL 9 D AIL 10 DETAIL 10 DETAIL E6J 1 I DETAIL IOA OD PAIL 10 )PAIL 9, O PAIL 4. OPP.IL 7. OPP.IL LA 1 LNVR tVQ-74A."OffAIL B DETAIL 9 DETAIL 10 DETAIL 10 DETAIL 1 1 DETAIL 10 OPAII 10 OPPAIL 9 OPPAIL 8 PP IL 7 D AIL DOOR FRAME WIDTH 7 DETAIL B ETAIL /-9"N DETAIL 10 DETAIL IOA DETAIL 7A DETAIL 4. 51M. LAMINATED GLA55 OPTIONS 5HOWN. SEE DETAILS FOR IN5ULATED LAMINATED OPTION. NON -REINFORCED DETAILS SHOWN. FOR REINFORCED DETAILS, SEE SHEET D4 TO D% FOR (4 TRACKS), D8 TO D 12 FOR TKACK5), D 13 TO D I G FOR (2 TRACKS). '.41418N WAh ad J a U CO O z m c� ®^ LL z ZoN V/ LO N W r� W 11 REGI TION y D rwm oHe Snk i Ft i T WtAA 28677 ♦ �a162D9D • O MA%MNG NO. O� AD16— 29 se -Sej.. 0 ShWNo. 13 OF 5g nM 17th 901Q DE51GN LOAD CAPACITY - P5F (GLA55) 5GD PANEL 51ZE5 911 G' LAMINATED GLA55 I -1 /8" IN5UL. LAMI. GLA55 AVE. PANEL WIDTH DOOR HEIGHT G I G2 G3 G4 (IN) (IN) +/- P5F +/- P5F +/- P5F +/- P5F 3G 102 150.0 150.0 150.0 150.0 42 102 150.0 150.0 150.0 147.0 48 102 150.0 150.0 150.0 131.0 54 102 150.0 139.0 150.0 120.0 GO 102 102.0 102.0 102.0 102.0 GG 102 102.0 102.0 102.0 102.0 72 102 102.0 102.0 102.0 101.0 3G 105 150.0 150.0 150.0 150.0 42 108 150.0 150.0 150.0 13G.0 48 105 _ 150.0 147.0 150.0 122.0 54 108 102.0 102.0 102.0 102.0 GO 105 102.0 102.0 102.0 102.0 GG 108 102.0 102.0 102.0 101.0 72 105 102.0 102.0 102.0 95.2 36 114 150.0 150.0 150.0 150.0 42 114 150.0 150.0 150.0 132.0 48 114 ! 50.0 i 39.0 1 150.0 115.0 54 1 -114 102.0 102.0 102.0 102.0 GO 114 102.0 102.0 102.0 98.8 GG 114 102.0 102.0 102.0 93.5 72 114 102.0 99.4 102.0 89.5 3G 120 150.0 150.0 150.0 150.0 42 120 150.0 150.0 150.0 129.0 48 120 150.0 132.0 148.0 110.0 54 120 102.0 102.0 102.0 101.0 GO 120 102.0 102.0 102.0 92.8 GG 120 102.0 98.8 102.0 88.2 72 120 102.0 94.4 102.0 55.1 1/4' HEAT 5TREN'D GLA55� 0.090" 5ENTRYGLA5 INTERLAYER BY 1 1/4' HEAT 5TREN'D GLA55 0.09(Y PVB INTERLAYER BY'KURARAY AMERIGA INC.' 1/4' HEAT STREN'D GLA55- I) w LU 0 KURARAY AMERICA, INC. 1/4" HEAT 5TREN'D GLASS- / T DESIGN LOAD CAPACITY - P5F (GLA55) 5GD PANEL SIZES 9/ 1 0 LAMINATED GLA55 1-1 /8" IN5UL. LAMI. GLASS AVE. PANEL WIDTH DOOR HEIGHT GI G2 G3 G4 (IN) (IN) +/- P5F +/- P5F +/- PSF +/- P5F 3G 12G 150.0 - 150.0 - 42 12G 150.0 - 150.0 - 48 12G 102.0 - 102.0 - 54 12G 102.0 - 102.0 - GO 12G 102.0 - 102.0 - GG 12G 102.0 _ - 102.0 - 3G 132 150.0 - 150.0 - 42 132 150.0 - 150.0 48 132 102.0 - 102.0 - 54 132 102.0 - 102.0 - GO 132 102.0 - 102.0 - GG 132 102.0 - 102.0 - 36 138 150.0 - 150.0 - 42 138 150.0 - 150.0 - 48 138 102.0 - ! 02.0 54 138 102.0 - 102.0 - GO 138 102.0 - 102.0 - 36 144 150.0 - 150.0 - 42 144 102.0 - 102.0 48 144 102.0 - 102.0 - 54 144 102.0 - 102.0 - GO 144 1 102.0 - 102.0 - D.L.O. WIDTH = AVE. PANEL WIDTH - 4" D.L.O. HEIGHT = FRAME HEIGHT - 9. 125" 3/8' AIR 5PACE Z/-,/ 3/16" HEAT 5TREN'D GLA55 3/8" AIR SPACE 3/ 16'TEMP. GLASS ��0.090' RAY A ERI I , INC.' YER 3/16"TEMP. GLASS �{BY'KURARAY AMERICA, INC.' 1/4' HEAT 5TREN'D GLA55 millml IN / 16' HEAT 5TREN'D GLA55 0.090" PVB INTERLAYER BY 'KURARAY AMEKICA, INC.' - 1/4' HEAT 5TREN'D GLA55 I � , 1/4° HEAT 5TKEN'D GLA55 I /4° HEAT 5TREN'D GLASS 0.090° PVB INTERLAYER BY'KURARAY AMERICA. INC.' 0.090` 5ENTRYGLA5 INTERLAYER BY 3/8' AIR SPACE -3/ 16° HEAT STREND GLASS 3/8' AIR 5PACE 3/ 16° HEAT STREN'D GLA55 'KURARAY AMERICA INC.' I/4` HEAT STREN'D GLA55 0.090' SENTRYGLAS INTERIAYER 0.090" PVB INTERLAYER BY I /4° HEAT STREN'D GLA55 3/16° TEMP. GLA55 BY'KURARAY AMERICA, INC.' 3/16° TEMP. GLA55 'KURARAY AMERICA, INC.' I /4° HEAT STREN'D GLA55 1/4' HEAT 5TREN'D GLA55 64 I \ 41 64 ( :� \ 41 GLA55 TYPE 'G I' 9/ 10 NOMINAL OVERALL I GLA55 TYPE 'G2' 911 G' NOMINAL OVERALL GLA55 TYPE 'G3' I' NOMINAL OVERALL GLA55 TYPE 'G4' I' NOMINAL OVERALL NOTE: GLA55 COMPLIES WITH A5TM E 1 300-09 (3 5EC. GU5T5). I,,.,,,_ ID co N V cis F ' q .. Zz � 9 ,. AO W z s W Z U 0 _Z a9 Z U • .. to oC 4 p U m O Z U) cl) J C9 O N LL 0 � - z Z 3 <_ z a 0 § R m U W) N W C) w I RE�nc»r A,stow _ FIL : N0A 286�3j/ : oe DRAWING NO. ao Of AD16 - 2 9 00: �•'••FL s o A .�� Gi 14 OF 59 DESIGN LOAD CAPACITY - P5F 160 DE51GN LOAD CAPACITY - P5F 5GD PANEL 51ZE5 LEVEL I (5TD INTERLOCK W/ REINF.) LEVEL 2 (BELLY INTERLOCK W/O REINF.) LEVEL 3 (BELLY INTERLOCK W/ REINF.) 5GD PANEL SIZES LEVEL I (5TD INTERLOCK W/ REINF.) LEVEL 2 (BELLY INTERLOCK W/O REINF.) LEVEL 3 (BELLY INTERLOCK W/ REINF.) AVE. PANEL WIDTIi DOOR h1EIGtiT PSF PSF PSF AVE. PANEL _ WIDTH DOOR HEIGHT PSF PSF PSF (IN) (IN) I+/- +/- +/- (IN) (IN)+/- 36 102 65.0 65.0 / 75.0 90.0 / 150.0 36 144 - 65.0 / 75.0 85.0 / 102.0 42 102 65.0 65.0 / 78.0 90.0 / 150.0 42 144 - 65.0/78.0 85.0 / 102.0 48 102 65.0 65.0 / 78.0 90.0 / 150.0 48 144 65.0/78.0 85.0 / 102.0 54 102 65.0 65.0 / 78.0 90.0 / 150.0 54 144 - 65.0 / 78.0 85.0 / 102.0 60 102 65.0 65.0 / 78.0 90.01 102.0 144 - 65.0 / 78.0 1 85.0 / 102.0 66 102 65.0 65.0 / 75.0 90.0 / 102.0 LEVEL I 5TD. INTERLOCK5 W/ REINF. LEVEL 2 BELLY INTERLOCK5 W/O REINF 72 102 - 65.0/75.0 90.0 / 102.0 OPTION I OPTION 2 OPTION I OPTION 2 36 108 65.0 65.0 / 78.0 90.0 / 1 50.o 42 108 65.0 65.0 / 78.0 90.0 / 150.0 48 108 65.0 65.0 / 78.0 90.0 / 150.0 54 108 65.0 65.0 / 76.0 90.0 / 102.0 60 108 65.0 65.0 / 76.0 90.0 / 102.0 66 108 65.0 65.0 / 78.0 90.01 102.0 72 106 - 65.0 / 78.0 90.0 / 102.0 36 114 65.0 65.0 / 78.0 90.0 / 150.0 42 114 65.0 65.0 / 78.0 90.0 / 1 50.0 48 114 65.0 65.0 / 78.0 90.0 / 150.0 54 1 14 65.0 65.0 / 78.0 90.0 / 102.0 60 114 65.0 65.0 / 78.0 90.0 / 102.0 66 114 - 65.0 / 78.0 90.0 / 102.0 72 114 - 65.0 / 78.0 90.0 / 102.0 36 120 65.0 65.0 / 76.0 90.0 / 150.0 42 120 65.0 65.0 / 78.0 90.0 / 150.0 48 120 65.0 65.0 / 78.0 90.0 / 150.0 54 120 65.0 65.0 / 78.0 90.0 / 102.0 60 120 65.0 65.0 / 78.0 90.0 / 102.0 66 120 - 65.0 / 78.0 90.01 102.0 72 120 - 65.0 / 78.0 90.0 / 102.0 36 1 26 - 65.0 / 75.0 85.0 / 102.0 42 1 26 - 65.0 / 78.0 85.0 / 102.0 48 1 26 - 65.0 / 78.0 85.0 / 102.0 54 1 26 - 65.0 / MO 85.0 / 102.0 60 1 26 - 65.0 / 75.0 85.0 / 102.0 66 12G - 65.0 / 76.0 85.0 / 102.0 36 132 - 65.0 / 78.0 85.0 / 102.0 42 132 - 65.0 / 75.0 85.0 / 102.0 48 132 - 65.0 / 78.0 85.0 / 102.0 54 132 1 65.0 / 78.0 85.0 / 102.0 60 132 - 65.0 / 78.0 85.0 / 102.0 66 132 - 65.0 / 78.0 85.0 / 102.0 36 138 - 65.0 / 78.0 85.0 / 102.0 42 138 - 65.0 / 78.0 85.0 / 102.0 48 136 - 65.0 / 78.0 85.0 / 102.0 54 138 - 65.0 / 78.0 85.0 / 102.0 60 138 - 65.0 / 78.0 85.0 / 102.0 C) iu F- Q Z ►9 go AVE. PANEL WIDTH = FRAME WIDTH # OF PANELS m Z F � o (' Z r a ? <� J ! W Z W jr� Z z z act .00 •ark' LEVEL 3 BELLY INTERLOCKS Wj RX.LNF. d„• OPTION I 1OPTIOM •g• *�• 21 •' • • ) . Toor •••r • f • • • • Z CO CO O 3a LL N LL M O r- z Z g o) C-4 N W O WJ 04 0 ~ CO) w A Itiv�*w+ rmw- i rvn • FL i u awn u•oe scow to lob tijQA 2867�'" •r ufs�o,a i 0 �y y < • D"wm6 NO. r AD16-29 i i O • go .� 11,10A.m. at 15OF59 n't s 7-5 In, 0 r- 9 51LL RAISER OPTIONS (SHOWN ON 2 TRACK DOORS) V N P051TIVE LOAD LIMITED A5 FOLLOW DUE TO WATER INFILTRATION P y F co z 97 i 8 W Z Wi _Z U Z ` _ to i _ � • • � ct OD rr'' • h *so:** • O Q m am v °• _ a o v v ° m • • •• v a v � • • 0 s co Pd MAX.=+53 P5F Pd MAX.=+67 P5F •e o ? co 0 _jLL 38 O < LL O r`- 82 Z `- o w g C JJW 0 F 11J I I i a ° ad ° m v • aV ♦ ° v m � Q v m o ' a. °� V v° v ° °• v ° v♦ v ° v ° v ° v • v• v ° ®° �•�• - • v ° a • � V `,�i,,'�/iv• ,tl,�� a OQX . 28677 aro-aors Pd MAX. _ +90 PSP * DRAWNG,O. Pd MAX.=+80 P5F Of ; AD16— 29 .,�, SIONO Plus 9 16OF59 Oct 17th, 2019 2 TRACK FREE STANDING JAMB CAPACITY - P51` 5GD PANEL SIZES JAMB W/O REINF. JAMB W/ ALUM REINF. JAMB W/ 5TEEL REINF. AVE.PANEL WIDTH DOOR HEIGHT P5F P5F P5F P5F P51' P5F (IN) (IN) + - + + - 36 84 55.0 102.0 55.0 102.0 55.0 102.0 42 85.0 100.0 85.0 102.0 85.0 102.0 48 85.0 90.0 55.0 102.0 85.0 102.0 54 53.0 153.0 85.0 102.0 85.0 102.0 60 77.0 77.0 85.0 1 102.0 55.0 102.0 66 73.0 73.0 85.0 97.0 55.0 102.0 72 71.0 71.0 85.0 93.0 85.0 102.0 36 90 55.0 95.0 85.0 102.0 55.0 102.0 42 55.0 5G.O 85.0 102.0 85.0 102.0 48 77.0 77.0 55.0 102.0 55.0 102.0 54 71.0 71.0 55.0 93.0 55.0 102.0 60 66.0 66.0 55.0 86.0 1 85.0 102.0 66 62.0 62.0 82.0 52.0 85.0 102.0 72 59.0 59.0 78.0 78.0 85.0 102.0 36 96 1 85.0 86.0 85.0 102.0 85.0 102.0 42 75.0 75.0 85.0 99.0 85.0 102.0 48 67.0 67.0 85.0 88.0 55.0 102.0 54 61.0 61.0 80.0 80.0 55.0 102.0 GO 56.0 56.0 74.0 74.0 85.0 102.0 66 53.0 53.0 70.0 70.0 85.0 101.0 72 50.0 50.0 66.0 66.0 85.0 96.0 36 102 76.0 76.0 85.0 100.0 85.0 102.0 42 66.0 66.0 85.0 87.0 55.0 102.0 48 59.0 59.0 77.0 77.0 65.0 102.0 54 53.0 53.0 70.0 70.0 85.0 102.0 60 49.0 49.0 65.0 65.0 85.0 94.0 66 46.0 46.0 61.0 61.0 85.0 88.0 72 43.0 43.0 57.0 57.0 1 83.0 83.0 36 108 67.0 67.0 85.0 89.0 85.0 102.0 42 58.0 58.0 77.0 77.0 85.0 102.0 48 52.0 52.0 68.0 68.0 85.0 99.0 54 47.0 47.0 62.0 62.0 85.0 90.0 60 43.0 43.0 57.0 57.0 53.0 83.0 GG 40.0 40.0 53.0 53.0 77.0 77.0 72 38.0 38.0 50.0 50.0 73.0 73.0 36 114 60.0 60.0 79.0 79.0 1 55.0 102.0 42 52.0 52.0 69.0 69.0 85.0 100.0 48 46.0 46.0 61.0 61.0 55.0 88.0 54 42.0 42.0 55.0 55.0 60.0 50.0 60 35.0 38.0 51.0 51.0 73.0 73.0 66 72 36.0 36.0 47.0 47.0 68.0 68.0 33.0 33.0 44.0 44.0 64.0 64.0 2 TRACK FREE 5TANDING JAMB CAPACITY - P5F 5GD PANEL 51ZE5 FIXED STILE W/O REINF. FIXED 5TILE W/ ALUM REINF. FIXED STILE W/ 5TEEL REINF. AVE. PANEL WIDTH DOOR HEIGHT P5F P5P P51' P5F P5F P5F (IN) (IN) + - + + - 36 120 54.0 54.0 71.0 71.0 55.0 102.0 42 47.0 47.0 62.0 G2.0 85.0 59.0 48 42.0 42.0 55.0 55.0 79.0 79.0 54 37.0 37.0 49.0 49.0 72.0 72.0 60 34.0 34.0 45.0 1 45.0 66.0 66.0 66 32.0 32.0 42.0 42.0 61.0 61.0 72 30.0 30.0 39.0 39.0 57.0 57.0 36 126 49.0 49.0 64.0 64.0 55.0 93.0 42 42.0 42.0 56.0 56.0 81.0 81.0 48 37.0 37.0 49.0 49.0 1 72.0 72.0 54 34.0 34.0 44.0 44.0 64.0 64.0 60 31.0 31.0 41.0 41.0 59.0 59.0 66 - - 38.0 38.0 55.0 55.0 36 132 44.0 44.0 59.0 59.0 85.0 55.0 42 38.0 38.0 51.0 51.0 73.0 73.0 48 34.0 34.0 45.0 45.0 65.0 65.0 54 31.0 31.0 40.0 40.0 58.0 58.0 60 - - 37.0 37.0 53.0 53.0 36 135 41.0 41.0 53.0 53.0 77.0 77.0 42 35.0 35.0 46.0 46.0 67.0 67.0 48 31.0 31.0 41.0 41.0 59.0 59.0 54 - - 37.0 37.0 53.0 53.0 60 - - 33.0 33.0 48.0 48.0 36 144 37.0 37.0 49.0 49.0 71.0 71.0 42 32.0 32.0 42.0 42.0 61.0 61.0 48 - - 37.0 37.0 54.0 54.0 54 - - 33.0 33.0 49.0 1 49.0 GO - - 31.0 f 31.0 44.0 44.0 AVE. PANEL WIDTH = FRAME WIDTH # OF PANELS JAMB W/ LOCK STILE UNREINF. 3/ 1 O X411 ALUM OR STEEL BAR JAMB W/ LOCK STILE P,EINF. NOTE: STILE 5HOWN FOR LAMINATED GLA55 OPTION ONLY. CHART COVER5 BOTH IN5ULATED LAMINATED AND LAMINATED GLA55 OPTION5. m 0 N U _z Q 09 b v Z F g d: J ik w W Z Z U 0 i • p co n .. UlF. JAMB W/ FIX 50LE UNREINr* ' 3/ 1 GX4° ALUM. .tt OR STEEL BAR = a 0 Q U m Z u� cn m U. i; [7 Q Q z zi o W N N o � o � .� w JAMB W/ FIX STILE I P,EINF. I � � � if "� (iV�TUA RtblJ II1J110 y T Urawn ONe Sok 04 Non . zae77 / , 0-16-m,e .0 :.f O AD16-29 '• L O V% .� ��►� Jl i7OF59 s'SI0gN\ n, t-»t, nn4n PANEL WIDTH MIN. JAMB AN(:HUK l YF'1=5: TYPICAL ANCHOR IN PAIRS STAGGERED @ 3" O.C. SHIM 2 TRACK 5GD TYPE "A 1": 1/4' DIA. KWIKCON (Fu= 137 K51, Fy= 138 K51) • 1 1/2" MIN. EMBED INTO 2X WOOD OR WOOD s THRU IX WOOD BUCKS 1 3/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE s 1 3/4" MIN. EMBED DIRECTLY INTO fc'=3 K51 MIN. CONCRETE 1/4" DIA. KWIKCON (Fu= 137 K51, Fy= 138 K51) • 1 1/2" MIN. EMBED INTO 2X WOOD OR WOOD THRU I X WOOD BUCKS 1 3/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 1 3/4" MIN. EMBED DIRECTLY INTO fc'=3 K51 MIN. CONCRETE TYPE "B 1 ": 1/4" DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) 1 112" MIN. EMBED INTO 2X WOOD OR WOOD ® THRU I X WOOD BUCK5 1 3/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE . 1 3/4" MIN. EMBED DIRECTLY INTO fc'=3 K51 MIN. CONCRETE TYPE "D 1 ": 1/4" DIA. TEK5/DRIL-FLEX 5CREW GRADE 5 (Pu= 120 K51, Fy=92 KSI) INTO METAL STRUCTURE TYPE "E 1 ": 5/ 1 G" TEK5/DRIL-FLEX 5CREW (Fu= 120 K51, Fy=92 K51) INTO METAL STRUCTURE v Q ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) N STEEL: 1 /8" THK. MIN. (Fy=3GK51, MIN.) STEEL IN CONTACT WITH ALUM. TO BE PAINTED. MIN. EDGE D15TANCE: CONCRETE 2 J" WOOD: I " METAL: I " <C u^ L r) w TYPICAL ANCHOR ZED I I J/V IVIrV . t ! SHIM 3 TRACK 5GD TYPICAL ANCHOR SHIM 4 TRACK 5GD JAMB ANCHOR CHART 2 TRACK, 3 TRACK, 4 TRACK OR 5 TRACK JAMB ANCHOR TYPET 5U55TRATE MAX. 5HIM ANCHOR 5PACING A I CONC. 1 /4" 18" A I WOOD/CONC. 3/8" 12" A I WOOD/C90 BLOCK 3/8" 12" B I CONC. 3/8" 18" 51 C I WOOD/CONC. 3/8" 12" 18" METAL 1/4' C I METAL 3/8" 12" D I METAL 3/8" 18" 2 TRACK 5GD 3 TRACK 5GD z Q w N 4 TRACK 5GD z Q w 0) ou C 6 1 1/161, 5 TRACK 5GD TYPICAL ANCHOR 5 TRACK 5GD co r- o u CV U Z co .c r1) H C �+ Z z F- a a.OW u W o 0- U _ U <® E z Z xM w 6 U �!A .m b o o z m�� U' o Q J U. z Z N R g� N W O J o � w REG95TjZATI Ft O t4QA. 28b77 0 onAwlwe No. pf AD16- 29 �• �� • '��i�F R L O•F;.•�� J 3 s'$ . � 19 OF 59 r_ PANFI WIDTH U 0 l L LLJ = OC O 0 JAMB ANCHOR TYPE5: TYPE "152": 1 /4" DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) 1 3/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 1 5/ 1 G" MIN. EDGE D15TANCE TYPE "D2": 1/4" DIA. TEK5-5ELF DRILLING SCREW (Fu= 120 K51,FY=92 K51) INTO METAL STRUCTURE ALUMINUM: 1/8" THK. MIN. (GOG3-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy=3GK51, MIN.) TYPE "D2A": 1/4" DIA. 5M5 (Fu=74 K51, Fy=57 K51) 1 112" MIN. EMBED INTO WOOD 5TRUCTURE (5G=0.55 MIN.) I " MIN. EDGE D15TANCE TYPICAL ANCHOR TYPICAK ANCHOR N @ 1 2" O.C. SINGLE ROW @ 1 2" O m 0 V N U F m O Z 2� q W z s W p Z u z00 ° C7 a yyU�� • ft-.-. y•• �titolilsojot �` °• WAN l'��i � C IVA 110& 1 N * onwo o.re o-�s�or• wee • : FL 28677 � tijQX /%j ( • / i auwnG NO. oaf. AD16-29 .,•. �L o .��, 20 OF 59 • HEAD ANCHOR CAPACITY - P5F 5GD PANEL SIZES ANCHOR TYPE "BB" AVE. PANEL WIDTH DOOR HEIGHT 5154 BBG 13B8 BB 10 (IN) (IN)+/- 36 96 97.2 145.5 150.0 150.0 42 86.7 130.0 150.0 150.0 48 79.0 1 18.5 150.0 150.0 54 73.3 109.9 146.E 150.0 60 68.9 103.4 137.9 150.0 66 65.7 98.5 131.3 150.0 72 63.2 94.8 126.4 150.0 36 102 90.3 135.4 150.0 150.0 42 50.3 120.4 150.0 150.0 48 72.9 109.4 145.5 150.0 54 67.4 101.1 134.8 150.0 60 63.2 94.8 126.4 150.0 66 60.0 89.9 119.9 149.9 72 57.5 86.2 114.9 143.E 36 105 84.3 1 26.4 150.0 150.0 42 74.7 1 1 2. 1 149.4 150.0 48 67.7 I O I .6 135.4 150.0 54 62.4 93.6 124.5 150.0 60 55.3 87.5 116.7 145.8 66 55.2 82.7 110.3 137.9 72 52.7 79.0 105.3 131.7 36 114 79.0 1 15.5 150.0 150.0 42 69.9 104.8 139.8 150.0 48 63.2 94.5 126.4 150.0 54 55.1 87.2 1 16.2 145.3 60 54.2 81.3 108.3 135.4 66 5 1. 1 76.6 102.1 127.7 72 48.6 72.9 97.2 121.5 36 120 74.4 1 1 1 .5 148.7 150.0 42 65.7 98.5 131.3 150.0 48 59.3 88.9 115.5 145.1 54 54.4 81.5 105.7 135.9 60 50.G 75.8 101.1 126.4 66 47.5 71.3 95.1 118.9 72 45.1 67.7 90.3 112.9 36 132 66.5 99.8 133.1 150.0 42 58.6 87.8 117.1 146.4 48 52.7 79.0 105.3 131.7 54 45.2 72.2 96.3 120.4 60 44.6 66.9 89.2 111.5 66 41.8 62.7 83.6 104.5 HEAD ANCHOR CAPACITY - PSF 5GD PANEL SIZES ANCHOR TYPE "BB" AVE. PANEL WIDTH DOOR HEIGHT BB4 BBG 13138 BB 10 (IN) (IN) +/- +/- +/- +/- 36 138 63.2 94.8 126.4 150.0 42 55.6 83.3 111.1 135.9 48 49.9 74.8 99.8 124.7 54 45.5 68.3 91.1 113.9 60 42.1 63.2 84.3 105.3 36 144 GO.2 90.3 120.4 150.0 42 52.9 79.3 105.7 132.1 48 47.4 71.1 94.8 118.5 54 43.2 64.8 86.4 108.0 60 39.5 59.9 1 79.8 99.5 BB4 - A CLUSTER OF (4) ANCHORS TYPE "BB" AT INTERLOCK/ASTRAGAL BBG - A CLUSTER OF (G) ANCHORS TYPE "BB" AT INTERLOCK/ASTRAGAL 5138 - A CLUSTER OF (8) ANCHORS TYPE "BB" AT INTERLOCK/ASTRAGAL BB 10 - A CLUSTER OF (1 O) ANCHORS TYPE "BB" AT INTERLOCK/ASTRAGAL FOR ANCHOR TYPES * LAYOUT, 5EE SHEET A7 ••ss • aWAh A Z ' -. • JcCv F -I TIO FL NCA. 28677 / Of C)N V � � m v z Z S4 •c I� W Z U z z V m u �t a • ••••• u., . . S z� co CO m 6 a Le U. p CJ z Zza� co) U) Ln o W co N 0 W urwn wte snle ra167DiY CU%MNG NO. ADI6-29 A2 ShM No. 22 OF 59 HEAD ANCHOR CAPACITY - P5F 5GD PANEL 51ZES ANCHOR TYPE "C" ANCHOR TYPE "D" ANCHOR TYPE "E" AVE. PANEL WIDTH DOOR HEIGHT C4 C6 D4 D6 D8 E4 E6 (IN) (IN)+/- 36 84 150.0 150.0 114.9 150.0 150.0 150.0 150.0 42 150.0 150.0 103.2 150.0 150.0 150.0 150.0 48 150.0 150.0 94.8 142.2 150.0 150.0 150.0 54 150.0 150.0 88.7 133.1 150.0 150.0 150.0 60 150.0 150.0 84.3 126.4 150.0 150.0 150.0 66 150.0 150.0 81.1 121.7 150.0 150.0 150.0 72 150.0 150.0 79.0 118.5 150.0 146.7 150.0 36 90 150.0 150.0 105.3 150.0 150.0 150.0 150.0 42 150.0 150.0 94.2 141.3 150.0 150.0 150.0 48 150.0 150.0 86.2 129.3 150.0 150.0 150.0 54 150.0 150.0 80.3 120.4 150.0 149.0 150.0 60 150.0 150.0 75.6 113.8 150.0 140.8 150.0 66 142.2 150.0 72.6 108.9 145.1 134.7 150.0 72 139.6 150.0 70.2 105.3 140.4 130.4 150.0 36 96 150.0 150.0 97.2 145.8 150.0 150.0 1 150.0 42 150.0 150.0 86.7 130.0 150.0 150.0 150.0 48 150.0 150.0 79.0 118.5 150.0 146.7 150.0 54 145.E 150.0 73.3 109.9 146.E 136.0 150.0 60 137.0 150.0 68.9 103.4 137.9 128.0 150.0 66 130.5 150.0 65.7 98.5 131.3 121.9 150.0 72 125.6 150.0 63.2 94.8 126.4 117.3 150.0 36 102 150.0 150.0 90.3 135.4 150.0 150.0 150.0 42 150.0 150.0 60.3 120.4 150.0 149.0 150.0 48 144.9 150.0 72.9 109.4 145.8 135.4 150.0 54 134.0 150.0 67.4 101.1 134.8 125.2 150.0 60 125.6 150.0 63.2 94.8 126.4 117.3 150.0 66 119.1 150.0 60.0 89.9 119.9 111.3 150.0 72 1 114.2 150.0 1 57.5 86.2 114.9 106.7 150.0 36 108 150.0 150.0 84.3 126.4 150 150.0 150.0 42 148.5 150.0 74.7 112.1 149.4 138.7 150.0 48 134.6 150.0 67.7 101.E 135.4 125.7 150.0 54 124.0 150.0 62.4 93.6 124.5 115.9 150.0 60 115.9 150.0 58.3 87.5 116.7 108.3 150.0 66 109.6 150.0 55.2 82.7 110.3 102.4 150.0 72 104.7 150.0 52.7 79.0 105.3 97.8 146.7 36 114 150.0 150.0 79.0 118.5 150.0 146.7 150.0 42 135.9 150.0 69.9 104.5 139.8 129.8 150.0 48 125.6 150.0 63.2 94.8 126.4 117.3 150.0 54 115.5 150.0 58.1 87.2 116.2 107.9 150.0 60 107.7 150.0 54.2 91.3 100.E 100.E 150.0 66 101.5 150.0 51.5 76.6 94.8 94.8 142.2 72 96.6 144.9 48.6 72.9 90.3 90.3 135.4 HEAD ANCHOR CAPACITY - P5F 5GD PANEL 51ZE5 ANCHOR TYPE "C" ANCHOR TYPE "D" ANCHOR TYPE "E" AVE. PANEL WIDTH DOOR HEIGHT C4 C6 D4 D6 D8 E4 E6 (IN) (IN)+/- 36 120 147.5 150.0 74.4 111.5 148.7 138.0 150.0 42 130.5 150.0 65.7 98.5 131.3 121.9 150.0 48 117.8 150.0 59.3 88.9 118.5 110.0 150.0 54 105.0 150.0 54.4 81.5 108.7 100.9 150.0 60 100.5 150.0 50.6 75.8 101.1 93.9 149.3 66 94.5 141.7 47.5 71.3 95.1 58.3 140.4 72 89.7 134.E 45.1 67.7 90.3 93.5 133.3 36 126 139.6 150.0 70.2 105.3 140.4 130.4 150.0 42 123.0 150.0 61.9 92.9 123.8 114.9 150.0 48 110.6 150.0 55.5 83.6 111.5 103.5 150.0 54 101.5 150.0 51.1 76.6 102.1 94.8 142.2 60 94.2 141.3 47.4 71.1 94.8 58.0 132.0 66 88.4 132.E 1 44.5 66.7 89.0 82.6 123.9 36 132 132.2 150.0 66.5 99.6 133.1 123.5 150.0 42 116.4 150.0 58.6 87.8 117.1 108.7 1 150.0 48 104.7 150.0 52.7 79.0 105.3 97.8 146.7 54 95.7 143.5 45.2 72.2 96.3 89.4 134.1 60 85.7 133.0 44.6 66.9 89.2 82.8 124.2 66 83.0 124.E 41.8 1 62.7 83.6 77.6 I16.4 36 138 125.6 150.0 63.2 94.8 126.4 117.3 150.0 42 110.4 150.0 55.6 83.3 111.1 103.2 150.0 48 99.2 147.8 49.9 74.5 99.8 92.6 138.9 54 90.5 135.8 45.5 68.3 91.1 54.6 126.8 60 83.7 125.E 42.1 63.2 84.3 78.2 117.3 36 144 I19.6 150.0 60.2 90.3 120.4 111.7 150.0 42 105.0 150.0 52.9 79.3 105.7 98.1 147.2 48 94.2 141.3 47.4 71.1 94.8 88.0 132.0 54 85.9 128.5 43.2 64.8 86.4 80.2 120.3 60 79.3 1 119.0 39.9 t 59.9 79.8 74.1 111.2 C4 - A CLUSTER OF (4) TYPE "C" ANCHOR5 AT HEAD CIS - A CLUSTER OF (G) TYPE "C" ANCHOR5 AT HEAD D4 - A CLUSTER OF (4) TYPE "D" ANCHORS AT HEAD DG - A CLUSTER OF (G) TYPE "D" ANCHOR5 AT HEAD D8 - A CLUSTER OF (8) TYPE "D" ANCHORS AT HEAD E4 - A CLUSTER OF (4) TYPE "E" ANCHORS AT HEAD EG - A CLUSTER OF (G) TYPE T" ANCHOR5 AT HEAD FOR ANCHOR TYPE5 * LAYOUT, SEE 5HEET AG ,��••11iIJIJII r.. WAN,-� i FL NOR 28677 Of.� w •.� L 0 A _.•i!� m 9 N V Z � q to u z _ q Z F �a a Lk Q W N f W Z Z 0, r 6 z aQ w } u N ,0 ,. •• •,e • • . •� • • • •4 O •� O z co 0 2 3 1 ; , O LL 00 � ' n z _Zia 0 § W J (n co N G N Ill CN 0 0 w �J �l U o•m wte Soo �o-+o-am• DRAMW NO. AD16-29 A4 P" Nc. 24 OF 59 2 3/4" 7 1/8" 2 5/8" 7 1/8" MIN. EDGE DIST. 3 1/4" TYPICAL ANCHOR SEE ELEVATION FOR 5PACING 4f LLJ •CON6RE7E ° Tc =3 K51 MIN. ION FOP, I - MIN. EDGE DIST. 3 1/4" PION F MIN. EDGE DIST. 1 3/1 G" TYPICAL ANCHOR 5TAGGERED AT 3" MIN. O.C. CONCRETE ° Pc =P515 P61 WIN.. R , W ° QONCRETE to �c —'�5 K51 MIN. ° Z � < TYPICAL ANCHOR SEE ELEVATION FOR SPACING 11N. EDGE DIST. TYPICAL ANCHOR 5EE ELEVATION FOR 5PACING CONCRETE Es, • :e =35 1 �•P51 .FOR u 5/1 G"`ANCHO COWCRETf w uj , f4 =3 K51 MIN. U zAL TYPICAL ANCHOR 5EE ELEVATION FOR SPACING TYPICAL ANCHOR 5EE ELEVATION FOR 5P / - - MIN. EDGE DI5T.1 3/ 1 G6" N. EDGE DI5 . METAL x w - IMET�5TRU x uw METAL STRU RE METAL STRUCTURE s�� STRUCTURE Q RE Q N ••.••• 5 TRACK 5GD 4 TRACK SGD 3 TRACK 5GD 2 TRACK 5GD �' • �..' 3" 3" 3" 3" 3" 3 3, 3, 3, 3, 33 • • 61. ' _ •. HEAD ANCHOR TYPE5: 5 TRACK 5GD 4 TRACK 5GD 3 TRACK 5GD 2 TRACK 5GD TYPE "A": 1/4" DIA. KWIKCON (Fu= 137 K51, Fy= 138 KSI) 1 3/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE "B": 1/4" DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) 1 3/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE "C": 5/ 1 G" DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) 1 3/4" MIN. EMBED INTO fc'=35 1 5 PSI MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE "D": 1/4" DIA. TEK5/DRIL-FLEX SCREW GRADE 5 (Fu= 120 K51, Fy=92 K51) INTO METAL STRUCTURE ALUMINUM: 1/8" THK. MIN. (GOG3-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy=3GK51, MIN.) A4 — A CLUSTER OF (4) TYPE "A" ANCHORS AT HEAD C4 — A CLUSTER OF (4) TYPE "C" ANCHORS AT HEA[ TYPE "E": 5/ 1 G" TEK5/DRIL-FLEX SCREW (Fu= 120 K51, Fy=92 KSI) AG — A CLUSTER OF (G) TYPE "A" ANCHOR5 AT HEAD CG — A CLUSTER OF Q TYPE "C" ANCHORS AT HEAT INTO METAL STRUCTURE A8 — A CLUSTER OF (8) TYPE "A" ANCHORS AT HEAD D4 — A CLUSTER OF (4) TYPE "D" ANCHORS AT HE/S ALUMINUM: 1/8" THK. MIN. (GOG3-T5 MIN.) A 10 — A CLUSTER OF ( I O) TYPE "A" ANCHOR5 AT HEAD DIG — A CLUSTER OF (G) TYPE "D" ANCHORS AT HEAD STEEL: I/8" THK. MIN. (Fy=3GK51, MIN.) B4 — A CLUSTER OF (4) TYPE "B" ANCHORS AT HEAD D8 — A CLUSTER OF (5) TYPE "D" ANCHOR5 AT HEAL STEEL IN CONTACT WITH ALUM. TO BE PAINTED. BG - A CLUSTER OF (G) TYPE "B" ANCHORS AT HEAD E4 — A CLUSTER OF (4) TYPE "E" ANCHORS AT HEAD B8 — A CLUSTER OF (8) TYPE "B" ANCHOR5 AT HEAD EG — A CLUSTER OF (G) TYPE "E" ANCHORS AT HEAD t"614118111 it r WAN^ REGI T1UA1 •k V FL NCa . 2ss77 ' OF .� ♦♦♦ii,�SS1 ON p: �� I E r- o .� N U N m v z fe W Z s WN ZU Z z W o CD lu a ..a ico) • • $s •• 0000 •"• O U m o .Z m �� • N LL W) A Z ZZ a cv W a C) v� W A �a�smr. Dm%"NG No. AD16- 29 A6 shmN.. 26 OF 59 MIN. EDGE D15 CONCRETE fc =3 K51 MIN.' MIN. EDGE DI: 7 1/8" TYPICAL ANCHOR 5EE ELEVATION FOR SPACING I BY OR 2BY WOOD BUCK 5 TRACK 5GD 7 1 /8 TYPICAL ANCHOR SEE ELEVATION FOR SPACING 2xWOOD BUCKS OR WOOD STRUCTURE , p z_w r, TPArK Srn 3" 3" 3" i HEAD ANCHOR TYPE5: 5 TRACK 5GD TYPE "AA": 1/4" DIA. KWIKCON (Fu= 137 K51, Fy= 135 K51) I 1/2" MIN. EMBED INTO 2XWOOD BUCKS OR WOOD STRUCTURE 5G=0.55 MIN. OR THRU I BY OR 213Y WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fc'=3000 P51 CONCRETE 2 1/2" MIN, EDGE D15TANCE, 3" MIN. O.C. TYPE "BB": 1/4" DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) F 1/2" MIN. EMBED INTO 2XWOOD BUCK5 OR WOOD 5TRUCTURE 5G=0.55 MIN. OR THRU I BY OR 2BY WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fc'=3000 P51 CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE "CC": 5/ 1 G" DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) I 1/2" MIN. EMBED INTO 2XWOOD BUCK5 OR WOOD 5TRUCTURE 5G=0.55 MIN. OR THRU 1 BY OR 2BY WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fc'=3000 P51 CONCRETE 2 1/2" MIN. EDGE D15TANCE, 3" MIN. O.C. MIN. EDGE D15T. 3 1/4" MIN. EDGE D15T. 1 3/1 G" MIN. EDGE 1)15T. TYPICAL ANCHOR TYPICAL ANCHOR 5TAGGERED TYPICAL ANCHOR SEE ELEVATION FOR SPACING AT 3' MIN. O.C. 5EE ELEVATION FOR SPACING CONCRETE 1 BY OP 213Y fc =3515 P51 MIN. p WOOD BUCK p p 5/ I G' ANCHORS z w m CONCRETE Z w CONCRETE w fn CONCRETE fc =3 K51 MIN. fc =3 K51 MIN. w f = I u uj U MIN. 4 TRACK 5GD 3 TRACK 5GD 2 TRACK 5GD MIN. EDGE D15T. 3 1/4" BUCKS 4 TRACK 5GD 4 TRACK 5GD TYPICAL ANCHOR 5EE ELEVATION FOR SPACING n zjW w uj d � MIN. EDGE D15T.1 3/ 1 G" TYPICAL ANCHOR /- 5EE ELEVATION 2xWOOD AUCK5 OR FOR 5PACING WOO URE m U --------------- �F q TPArK qr-n 3" 3" 3° r i 3 TRACK 5GD AA4 - A CLU5TER OF (4) TYPE "AA" ANCHOR5 AT HEAD AAG - A CLUSTER OF (G) TYPE "AA" ANCHORS AT HEAD AA8 - A CLU5TER OF (5) TYPE "AA" ANCHOR5 AT HEAD AA 10 - A CLUSTER OF (10) TYPE "AA" ANCHOR5 AT HEAD B134 - A CLUSTER OF (4) TYPE "BB" ANCHOR5 AT HEAD MG - A CLUSTER OF (G) TYPE I'M" ANCHORS AT HEAD BB8 - A CLUSTER OF (5) TYPE "BB" ANCHORS AT HEAD BB 10 - A CLUSTER OF (10) TYPE I'M" ANCHORS AT HEAD CC4 - A CLUSTER OF (4) TYPE "CC" ANCHORS AT HEAD CCG - A CLUSTER OF (G) TYPE "CC" ANCHORS AT HEAD CC8 - A CLUSTER OF (8) TYPE "CC" ANCHORS AT HEAD CC 10 - A CLUSTER OF (10) TYPE "CC" ANCHOK5 AT HEAD IN. EDGE D15T TYPICAL ANCHOR 5EE EiiVAT!ON • • WOOD BUC FOR 5PACING • • • • TRUCT ...... z Lu w • • ...... 2 TRACK 5GD • 3" 3" 3" 2 TRACK 5GD I BY OR 2 BY WOOD BUCK5 NOT BY E5 WINDOWS MUST SUPPORT THE LOADS IMP05ED BY GLA21NG 5Y5TFM AND TRANSFER THEM TO THE BUILDING 5TRUCTURE. 'bomtt WAt -► j•LREGIS AV0 t4GA. . z8677 r / Of .• • Cn . • • 42 • �• • • • 04 U ° . . • 04 • plog- • Gyp � . y� p X Cr J • Q LL Z A r 4 3 � �m V) � NW cn O cli F� WWJ F Vi co W ". D.te sw" ,0.I&2MC DMWDIG W. AD16-29 A7 9ru N". 27 OF 59 51LL ANCHOR TYPE5: TYPE "A": 1/4" DIA. KWIKCON (Fu= 137 K51, Fy= 138 K51) 1 3/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 2 1 /2" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE B - 1/4 DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) 1 3/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. 3" _ 3" 5 TRACK 5G1) 5 TRACK 5G1) 3" 3" 3" 4 TRACK 5GD TYPICAL ANCHOR 5EE ELEVATION FOR 5PACING �.�.Lip I ) GONCRETF i'c =� K9i MIN• • • •° MIN. EDGE 3 I5/16° DIST. 4 TRACK 5GD 3" 3" 3" 3 TRACK 5GD TYPICAL ANCHOR 5TAGGERED AT 3° O.C. 31' 3" 31' •...• •• • •0 cn U m .Z T •� r cl) •� m iv • <� J LL 2 TRACK 5GD Z Z a 0 3 i cl)U) R m o Lo TYPICAL ANCHOR C 5EE ELEVATION FOR 0 SPACING W Q U)-gONCRfTE U)FCONCTRIETTE-__.Pc =3'K5] NjIN. 510 MIN. EDGE 1 7/b° MIN. EDGE D15T. D15T. 3 TRACK 5GD 2 TRACK 5GDs `,��aa11UN��I �v REGI TIUk : i Umn Dam soak NCA. . 28677 i arsam. • • DFAWING NO. i * ! . of • AD16-29 ••• .F L O P •� �aC; AS 0ios -to 28 OF 59 .t 17fh mlo 7 1/h" 0 7 1 /8l1 TYPICAL ANCHOR F E 5EE PAGE5 A I TO A8 u j•O C! d. ° a ° • A • N d • a F we Z �. q CONCRETE d . a° . d • Z Q .. Pc = 3000 p51 ld�. . .:) J N O °L O OZ /L V Ll 1 LU w w TYPICAL ANCHOR -5EE PAGE5 FROM A I TO A8 66 - II li - II II II II II i! II _ L am bR4EG * • FL i "rswn o.oe Sole arsma CONCRETE ° o ° ` ° °O NQA 28677 r • duwlr� NO. Pc ='a000 MIN. Lu ° . ! • M_I i , � • , F AD16-29 tul ° • I 1 MIN. EDGE DI5T. Imo, I*so • Q P •'•�� •.• .• SIQNP� Dl. 1 �No. +♦+ 29 OF 59 Oct 17th. 2019 n , ,^w TYPICAL ANCHOR AIL AI L 5ER OPTION fT K2 FOR LIMITATION I UUN t-t) I RACK DOOR DETAILS MIN FDGF DnT_ 3 1 /4, NIL UL RA15ER OPTION 5HEET K2 FOR LIMITATION • • •Y • iW• • • •••i•• • • • • •1i •••Y•i • • i••• U) t- • be •••••i *00 •• •• • h • • • . 04 • to tool. •• • • Q P: to • • v•o�LLW) z z z `- 3 R m c W o C7 vs LU WAN V : omvno re Sok o' FL . • Du%nmG No. �' of AD16-29 ' '•40 DI 30 OF 59 10 I.—'" " I • 5EE ELEVATION FUK tDrAUN(i ('T'�DETAIL D2 4 DETAIL D2 RA15EK OPTION 5HEET K2 FOR LIMITATION THREE (3) TRACK DOOR DETAILS TYPICAL ANCHOR 1 1— ; • 5EE ELEVATION FOR SPACING c U N a � ci a N z Z <a a M J � W z < w Z ° N z o W n � a 3A DETAIL • • •' )2 0 .. 0 • • • • • . • • 4 •0000 • • • • • • • •.•.•• • • • •004 • . ••.••. N • • • • • • • •.••• • • • �• • • • • .• . • �. 'Z ••••• . m • • N ?� <-JLL LL O 1P z Z rz co W N O �WW f� F 0 N V] W IA DETAIL )2 RA15ER OPTION 5HEET K2 FOR LIMITATION ,�.. WAND'°°.. 7 •q rvoteiv� KLUfb i ivn y .T - `4 Dawn Wt. Snk of AD16-29 '•00 I. oo *fee D2 °i�s'SION-. '�. 31 OF 59 TYPICAI ANCHOR 5 DETAIL D3 6 DETAIL D3 RA15ER OPTION 5HEET K2 FOR LIMITATION TWO (2) TRACK DOOR DETAIL5 C t- o N O Z U O z Za j s- Z U °� N i0. w �I o L N q'I .-r r DETAIL • • • ...... . . r- ? •• .. .... ... ..... .. .. . ...... ...... b h • 3 .. ..tn U . ' to •z 41 N Y m 9 5 LL LL 0 h 0 i < 3 IO N Ili O W O w 0 cn W DETAIL KA15EK OPTION 5HEET K2 FOR LIMITATION 1 Mlxtl'A KCbIJ IjtWIIVII� 1 - i 4 FL ,d7�Daj • T ue.wn D.Oe SCNe NCA.�28677 i +arsso+• • OF .e AD16-29 D3 I ONi sh**t1o. 32 OF 59 N 0 w 0 w 0 ",... PANEL WIDTH r� r7''N DETAIL 8 DETAIL 9 DETAIL 7A DETAIL D4 D4 D4 D4 Ail 5TANDARD INTERLOCK (LEVEL I OPTION 1) 5HOWN. SEE 5HEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. LOCK STILE OPTION 15HOWN. SEE SHEET E5 FOR OPTION 2. FOUR (4) TRACK DOOR DETAILS ;W,R-E—GISURATIOW of F L o P .••�a�' it . . . . D. . . .... 0 0:4 4 (n ..... . • m o ..Z vy 3 o LL Z 4 W 00 N OWW 0 F W III D+..�n D.ft ScNe ,o-,b2,. MAY/M NO, AD16-29 D4 ShM No. 33 OF 59 1. TYPICAL ANCHOR PANEL WIDTH SEE SHEETS J3 4 J4 FOR SPACING n n n I I 22 I I IN. - - -- - M D- � I I W 10 o C - ---- — lu x 70 UJ i --- - ------ - - --- --- I I EXTERIOR D. L.O. 2" D. L.O. 2" PANEL WIDTH 1 /411 qAX. FRAME WIDTH 5H M 7 DETAIL 8 DETAI L 9 DETAIL 4.1 4.1 4.1 STANDARD INTERLOCK (LEVEL I OPTION 1) 5HOWN. SEE 5HEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. LOCK STILE OPTION I SHOWN. SEE SHEET E5 FOR OPTION 2. FIVE (5) TRACK DOOR DETAIL5 D. L.O. 2" 7A DETAIL 4.1 m TYPICAL ANCHOR N SEE SHEETS J3 * J4 Z 0 d FOR SPACING H v Z w Z Z .0 o a Z a wE4 o U .. • 0 •• 3 • ..... co... J • • • • I gg >. • N • 9 (i 3�Q!> O C� Q N LL U) � s ILJ co v o o w / tU N J Q / cZc G w 11 1 /4" MAX.a 5 IN►`'`"�WA FLo NCa 2667E DRAWNG NO. ` osame r � i O AD16-29 • �• .T � L O R .••��`� D4.1 O �s'S) l t P� ♦♦♦♦ �... 34 OF 59 Oct 17th. 2019 TYPICAL ANCHOR SEE 5HEET5 J3 * J4 FOR SPACING PANEL WIDTH I I I 18 m N M D U-i I I 10 lu 1 r 70 1 /4"IMAX. D. L.O. 1 2" 13 DETAIL I4 DETAIL 4. 4. STANDARD INTERLOCK (LEVEL I OPTION 1) SHOWN. SEE SHEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. LOCK STILE OPTION I SHOWN. SEE SHEET E5 FOR OPTION 2. ---- --- -- --- EXTERIOR D. L.O. 2" PANEL WIDTH FRAME WIDTH 15 DETAI L 4. FIVE (5) TRACK DOOR DETAILS D. L.O. TYPICAL ANCHOR SEE 5HEET5 J3 * J4 FOR 5PACING 2'1 N D iu V' 0 LLJ C V Z a ao u i1 :° z a Za I* W U ZO W o Go Ar a° U • • cf) ... ca U) to C 0 < O LL U� N LL N r. z Z z a� j v o > R o c co W 04 O WJ C9 co W 1 /4"11�1AX. is 5 I►��6''lasisif WAN ��♦ ♦i 13A DETAIL �Mrbii�„ '$%x jREGf TIdFL o—OM sod.NOa2S677 •� usam® pF AD16-29 r •'•• �L O A D4.2 '�♦♦��S'$IQNP� s�� 35 OF 59 Oct 17th 2019 10 DETAIL IOA DETAIL I I DETAIL tl2 DETAIL 4.Q±.Y Q4Y 4. 5TANDARD INTERLOCK (LEVEL I OPTION 1) 5HOWN. 5EE 5HEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. LOCK STILE OPTION 15HOWN. SEE 5HEET E5 FOR OPTION 2. FIVE (5) TRACK DOOR DETAILS m f � o N U Z � u (� Z ., q Z < a- � W E U • ,.. .... . • to . •d cn (m 3 O a _jL JL LL O N in z Z 0 �R�m � Wi W cli O WJW 0 F- cn_S V) W `,t,%.lissNil! w�N '•�. REGI� OW v F o NOA 28677'/� o-iaaoto 00 to � pF AD16-29 SIcit4 36 OF 59 Oct 17th, 2019 5TANDARD INTERLOCK (LEVEL I OPTION 1) 5HOWN. SEE 5HEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. LOCK STILE OPTION 15HOWN. SEE SHEET E5 FOR OPTION 2. FIVE (5) TRACK DOOR DETAILS DIFFERENT DETAIL 211 ro FOR ANCHOR, 5EE c c SHEET J4 V c� ° I8 DETAIL 4. � � . a x F- z a Z < cti r�s z E W z U N -- _--- Z Z i W 00 REINFORCEMEN — REQUIRED FOR � t, V LEVEL 3 ONLY OD °o rr• •• • • U .. !. :*z m co fn co �` 0 a � In Z Z c W N O 0 W rs •WANaliffira I I I I I I i� A REGIS ATICJFd nrwnoale .le s tjpA 2867�7 aissm• .�f OF ; AD16-29 .Ft O•fk D4.4 37ShW ft. OF 59 43 DETAIL 4. CORNERS CAN BE USED ON ALL TRACK CONFIGURATIONS STANDARD INTERLOCK (LEVEL I OPTION 1) 5HOWN. 5EE 5HEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. LOCK 5TILE OPTION 15HOWN. 5EE 5HEET E5 FOR OPTION 2. CORNER DETAILS 44 DETAIL 4. V � o UI Z 10 q Z F ,� e4i d: 0 w/ J W z i Z . 5 _z W a V r, col a 4 •• • • • • • • Z•• ••• •• • atjAj • r- n • 2 41 • U) Q LL LL N z Z r Q p7 <V m J co W N � 04 wJJ W •Illlllffff WAN bkaREGISTBA-n� o% a •,ate,• FL:* N� 7 DUMW.MD. OF AD16-29 0 � 't • ''�iFs31 ON 38 OF 59 45 DETAIL 4. CORNER5 CAN BE USED ON ALL TRACK CONFIGURATIONS STANDARD INTERLOCK (LEVEL I OPTION 1) 5HOWN. SEE 5HEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. LOCK STILE OPTION I SHOWN. 5EE 5HEET E5 FOR OPTION 2. CORNER DETAILS 46 DETAIL 4. co 0 N V to Z C) C � � G gyp. z F tgs fi A w6 J ik W z s Z .O Z }n m V CDJ � x ccv q �o crid «� v. . I 8 40 •z cl m CD OO c%l U. Lf) z z 3" < a R m CY Lo N W Ocli J 0 (7 W -11T,►G"W# 8 "" —AV{t1UA RCGIJ IIVDi it FL i nm D.* Scot 28677 NCA. y �( • / DRAWING NO. = F AD16-29 •41 O A,•'�'a S'SIOt`tP� D4.6 39 OF 59 Oct ntn 2019 lO DETAIL D5 STANDARD INTERLOCK (LEVEL I OPTION 1) SHOWN. SEE SHEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. LOCK 5TILE OPTION I SHOWN. SEE 5HEET E5 FOR OPTION 2. FOUR (4) TRACK DOOR DETAILS 5HEE7 J )Ulu[) 12 DETAIL D5 TWA rL REG TI MoA.. 2M7i F •••• L O P .••y 4 ® G u F Z .. q W z Zo i W p a Z o. W E4 0 V N • b • • • • f • •Q•v m z O N ,f 0 P Z Z g� N W Q F W I D"W"115 NO, AD16— 29 D5 mi"No. 40 OF 59 • • •Q•v m z O N ,f 0 P Z Z g� N W Q F W I D"W"115 NO, AD16— 29 D5 mi"No. 40 OF 59 • I D"W"115 NO, AD16— 29 D5 mi"No. 40 OF 59 • ILJ lu I 13 DETAIL 14 DETAIL 15 DETAIL 13A DETAIL D6 D6 D6 D6 STANDARD INTERLOCK (LEVEL I OPTION 1) 5HOWN . 5EE 5HEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. LOCK STILE OPTION 15HOWN. HE 5HEET E5 FOR OPTION 2. FOUR (4) TRACK DOOR DETAIL5 w 6 N U H QO Z a �` W z s W Z 0 v Za e® ro a q N • y ••• s a•af• a toocro 36009 It • 90 • • 5•• • • a � •.• • N m � • • � O • ZLLJ Iolf W Ve O Q a LL J C) N W p t+f O 04 J W I — ��{crun Rcuw i�vne FL i ur.rm o.oe — Sww 28677 o-raawa NCA. f pf • AD16-29 ,�.oF L pip •..•�� ft�iSStOSP` D6 1��! 41 OF 59 16 DETAIL D7 STANDARD INTERLOCK (LEVEL I OPTION I) 5HOWN. SEE 5HEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. LOCK STILE OPTION I SHOWN. SEE 5NEET E5 FOR OPTION 2. 17 DETAI L D7 FOUR (4) TRACK DOOR DETAILS 2" FOR ANCHOR, SEE SHEET J.4 n co o 9 f �� Z ja a w co W 6C r 18 - -- 44 I Z a W �:0 o a I REINWCEMENT. q REQW+lk9R.FOR LEVEL-9:914LY •� U • cl) 8e • . O U Z U Q n LL -- - --- z Z i a e 3 R �4 in cl) c-J 0 W N O O W 18 DETAIL D7 a ANt,�'��i. A REGI TIC1k Dppm. snk F • r � NQA. 28677 r . / G� AD16-29 ese �� •.;�� OVA..+'�•1� D7 42 OF 59 Oct 17th 9(119 PANEL WIDTH I D DETAIL 2O DETAIL 2 I DETAIL D8 D8 D8 STANDARD INTERLOCK (LEVEL I OPTION 1) SHOWN. SEE 5HEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. LOCK STILE OPTION I SHOWN. 5EE SHEET E5 FOR OPTION 2. THREE (3) TRACK DOOR DETAI L5 •1410 VV A V N Z � 0Uq � � Z � u Z �: Q W Z sU W T, . a$ S W o • QD •o. Mr • .... • US • • I REG1 TI : FL i* o.rnwoe scow tACA. 28677 i o-iswi. • • D"No. K of ; AD16-29 -o • t : 2 •'•• FL o A ,,��,c� 43 OF 59 ,. 7 7/8" 22 DETAIL D9 LOCK STILE OPTION I 5F10WN. 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Z 14 •pp • •• • co •• 44 • • • V _ fORCEMENT • • • € IRED FOR J—&AV L 3 ONLY _i ,`,waIaaIIa r_ WAN rn ad O U co m Q J LL 0 Z < .� J N W o o � t9 C9 , co w III REGI ATI i FL i * D- Dm I fwle NOA. 28677 F AD16-29 10 490E 59 Oct 17tn 2019 • TYPICAL ANCHOR 3 A. is FREESTANDING JAMB OPTION STANDARD INTERLOCK (LEVEL I OPTION 1) SHOWN. SEE SHEET K I POR LEVEL 2 AND 3 REINFORCEMENT. LOCK STILE OPTION I SHOWN. SEE SHEET E5 FOR OPTION 2. TWO (2) TRACK DOOR DETAILS 35 DETAIL (&OPTION DETAIL 14 OPTION V 1- N 0 U to H � o Z *Lb h s 6 • �' 0 z • •••0 •�• a • 5 ON N R • C? gu z � m } pN Q C� fn co3: (1) U' 0 LL n a LO z _z z a cn w W N W itsWANij''�i.TFTM, VA KGGIJ IIVf it "- er..m oce xak F-L • T 3A . 2 6677f/ arawr. OPAWM NO. ' pF AD16— 29 �L O �.••'�� D14 1hootmo. 50 OF 59 I 17th 201A • TYPICAL ANCHOR 38 DETAIL 15 Twir Al AKI(-HOR 3*J4 w c9 0 w IN r 5TANDARD INTERLOCK (LEVEL I OPTION 1) 5HOWN. HE SHEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. LOCK 5TILE OPTION 15HOWN. SEE 5HEET E5 FOR OPTION 2. 39 DETAIL 15 TWO (2) TRACK DOOR DETAIL5 pla PANEL WIDTH S-- m 1~ O U •z p O bi q FOR ANCHOR, CrD Q 5EE SHEET J4 z ., ZZ 9 O � • • w W oz • z 18 • w • ••.r•• .�.4 O 4" 44 � 00 •c� 4REQUIRfDfOR REINI'MCNENT. x LEVEL 3 ONLY g ? m �'7 3 Q J LL (! O N LL In 0 � Z a 4 c N W O WWJ � F is cn W IIIr.. 'H►ANca ��i_ —� �u{aun Rcv�a i ivn y - FL i T o,w D•w fnk NQA. 28677 •� a,o-ao,• • .• ' ( auwns. lK OF AD16-29 s'SI60P : 51 OF 59 nrf ��rti I'MO PANPI WIDTH 7 7/8" 41 DETAIL 42 DETAIL 43 DETAIL 16 16 16 45 1 42 55 I 7 7/8" 2" D. L.O 2" 41 DETAIL 16 OPTION I I I D.L.O. PANEL WIDTH -i EXTERIOR 3 3/4° 3 1 1 / 16" I D. L.O. 1112"1 PANEL WIDTH 42 DETAIL 16 OPTION � � o � � m u Q Fd • • • �� Z •"• ' : .� 0 K. o 0% Uj • • • V •• • ••• 0 • E LLJ T Q E CZ G ICHOR 5J34J4 cl) NG ca d 0 O U ro Z g U� LL z cv Z ZM � fV m_ J cn co N N W O cv Q WWJ F W STANDARD INTERLOCK (LEVEL I OPTION 1) 5HOWN. SEE SHEET K I FOR LEVEL 2 AND 3 REINFORCEMENT.' LOCK STILE OPTION I SHOWN. SEE SHEET E5 FOR OPTION 2. TWO (2) TRACK REGII low v FZ NQA 28677 a�aao+• k � * �! . oruw•wMo. pF AD16-29 D16 ONPtiVv.�`� Shm MD. o 52 OF 59 Oct 17th 2019 • 0. 1 25" 0I HEAD (3 TRACK) E5-5GD 2020-001 6063-T6 2.000" Ln v O. 1 25" am 6. O. 1 25" - Cn SILL (3 TRACK) 2 ES-SGD2020-002 6063-T6 UNANCHORED JAMB (3 TRACK) UNANCHORED JAMB REINF. FOR 3 TRACK 5 E5-5GD2020-005 6063-T6 6 E5-5GD2020-006 6005-T5 J::::::170.25" � 4.974" 3.995" FRAME SILL COVER (3 TRACK5) 0 3 E5-5GD2020-003 6063-T6 0.063" c� O ni O 50 " 51LL RAISER 67P5F E5-5GD2020-007 6063-T6 2.39G" 0.0801, g m O Ln N 0 50 " r O O 2.000" .. . 5TANDAKD SILL RAISER 53P51 JAMB (3 TRACK) 8 E5-5GD2020-00.5 6063-T6 E5-5GD2020-004 6063-T6 1 .984" -1 0.062" cn N 0 1.182" m v 9 POCKET JAMB ! I O JAMB SCREW COVER E5-5GD2020-009 6063-T6 ES-SGD2020-010 6063-T6 in 0. 148" N ;f, o 4.643" 1 HEAD (2 I I TRACK) SILL (2 TRACK) �&t5-5GD2020-012E5-5GD2020-OI 6063-T6 6063-T6 0.984" JAMB (2 TRACK) 14 ES-SGD202p9O h 6.065" FRAME 51LL COVER (2 TKACK5 FRAME 51LL COVER (4 TRACKS) 13 36 E5-5GD2020-013 6063-T6 E5-5GD2020-013 6063-TG t- o Z (o z ID(� W 0 e Z a I °-� f�� ear Q lco ad 00 a co z 0 0 W -T ,L I -� �1�ilUR RLbIJ IIVq[ - j � � i � Dnrin Dlh SuA NCA 2867740 an / aisav/n .. :.i OfAD16-29 '•.L 0 �.••��• PARTS 53 OF 59 2.000" 2.000" c `r- o . I 8 0" o = O �— - O. 120" �; C 078"I p g Z 0. NQD (� Z z J a a p L7' I I" W 2.000 --- Z U o 0. 1 25" ' z a 0 1 7 JAMB SCRE'w COVER 19 HEAVY INTERLOCK REINF. INTERLOCK FOR LAMINATED z .�. 2 E5-60 I I 6063-T6 E5-5GD2020-01 9 6063-T6 E5-5GD2020-084 •..(SC:J5-T }, n in ...... co o JAMB (2 TRACK) 0.239' - r .... o 06063-TG piUNANCHORED Cn 0.055" 2.000"v HEAVY INTERLOCK REINF. COVER o .. 6 em .. ••• , coES-5GD2020-020 6063'T6' : UNAANCHORED JAMB REINF. •• 4 FOR 2 TRACK INTERLOCK AND LOCK5TILE 5CREW COVER 5 1.535" 1 6 E5-5GD20ca 20-016 6063-TG 18 E5-5GD2020-018 6063-T6 TD 2.001" r J 4 U NF. REIFOR INTERLOCK 2.000" :. = In 0.090" 0 2 1 E5-5GD2020-02 I 6005-T5 _ �� g o a og 0.078" 1� Ln N Ln 0.090" d CoW In p w 1— — n 0.100 l 1.745" C9 TOP RAIL FOR LAMINATED GLA55 BOTTOM RAIL FOR LAMINATED GLA55 w 24 ES-SGD2020-024 6063-T6 25 E5-SGD2020-025 6063-TG INTERLOCK FOR LAMINATED GLASS ASTRAGAL 22 E5-5GD2020-022 6063-T6 23 E5-5GD2020-023 6063-T6 LOCK5TILE FOR LAMINATED �- 7 E5-5GD2020-088 6063-TG .078" 1.009, 3.658"0.07 _a m N 0941, t` -- _ All p o o ��` WAN — REGI T10% * . • FL 1 o wn o.a scMe O — 3.7 G" 1 Na'.28677 % aFama 2.000" , AD16-29 1 INTERLOCK HEAVY FOR LAMINATED FIXED STILE FOR LAMINATED GLA55 26 LOCK STILE FOR LAMINATED GLA55 27 .► •. ..• to '� ; Rt o*0000A PARTS 54 OF 5g 2 ES-SGD2020-085 6005-T5 ES-SGD2020-026 6063-T6 E5-SGD2020-027 6063-T6 ai%S'SIONP� ��ft Oct 17th, 2019 f T o 1 .745" N O 0.094°' 0.500° 0_t500 Z, Ln u v (' Z _ a rcot"i Ln 0.0G3" O.OG3" Z gj; un � ?w 0.090" W N m wa 30 IXED STILE FOR INSULATED LAMINATE Ln 0) Z . 28 TOP RAIL FOR INSULATED LAMINATED E5-5GD2020-030 GOG3-TG "' E5-5GD2020-028 GOG3-TG 0. 1 25" ` o • 0.598° 00 .» ao • • s i .745'" .,.. P � BOTTOM RAIL FOR 2.000" - , • • ., • 29 INSULATED LAMINATED i INTERLOCK FOR INSULATE LAMINATED 38 SILL RA15ER - 90 P5F 0,52SILL RAISER 80 Pam':•: olio* E5-5GD2020-029 GOG3-TG E5-5GD2020-087 0005-T5 E5-5GD2020-040 GOG3-TG E5-5GD2020-041. GGG3-T1a . REINF. FOR INTERLOCK - "" .. INSULATED LAMINATED GLA55 4 •� ES-5GD2020-032 OOG3-TG co 0.125" g 2.000" .125" _ Ifi J r o 0.078" Ln — mco co O i a o r 2.000" `� ` LL 3.G58" m 0 LO 0 1 3.72G" 1 to R LOCK STILE FOR INSULATED INTERLOCK FOR INSULATED o. 100° 2.000 N CO 3 LOCK5TILE FOR INSULATE LAMINATED 33 LAMINATED GLA55 3 I LAMINATED GLA55 E5-5GD2020-089 GOG3-TG E5-5GD2020-033 0003-TO E5-5GD2020-03 1 GOG3-TG INTERLOCK HEAVY FOR co �IN5ULATE LAMINATED w g i E5-5GD2020-08G 0005-T5 8.45 1 " O Ju O Ln 0.125 .". ; tAA- o,axo,e .. , ow,wMw NO. s ✓ �+ 1 AD16-29 0 JAMB - 4 TRACK 'o • '� ;� 34 HEAD = 4 TRACK 35 SILL - 4 TRACK &t5_5GD2020-035 GOG3-TG �o®r;;;,�••y��'`s PARTS E5-5GD2020-034 GOG3-TG E5-5GD2020-035 GOG3-TG 55 OF 59 Oct 17th, 2019 in m 0 0 9 137" 2.070" 1 2.070" 1 2.070" 65 FRAME SILL - 5 TRACKS E5-5GD2020-055 6063-T6 •c • 0. 1 20" POCKET DOOR CLOSER - 5 TRACK5 72 E5-5GD2020-061 6063-TG °o o c 2.086" FRAME FRONT SILL 66 E5-5GD2020-054 6063-T6 8.057" 2.070" 2.070" 2.070" Ln Ln co N — O FRAME HEAD - 5 TRACKS 69 E5-SGD2020-063 6063-T6 6.892" JAMB- 5 TRACKS 73 E5-5GD2020-065 6063-TG 2.959" %n r Ln N O FRAME FRONT HEAD 67 E5-5GD2020-062 6063-TG 4. 1 72" N co O FRAME FRONT JAMB 70 ES-5GD2020-064 6063-TG 3.27 1 " S REINF. FOR LOCK STILE LAM. GLA55 E5-5GD2020-071 6063-TG 0, m c 0 2.2 10" 1 . • a • FRAME FRONT SILL 71 E5-5GD2020-056 �3-T6, O N N 2.210" •�•��• • • s N FRAME FRONT SILL 75 E5-5GD2020-068 6063-T6 2.380" in coo 0. 5" �t 8 I REINF. FOR LOCK STILE (IN5L-LAM.) E5-5GD2020-07X 6063-TG ��jj aiifoCai . NQA.028677 • • • F' O • rrrrrcSSf Q{�t P �`��`i 2 E L, a fV U z a QD CD a Z a '" W N e Z o i 00 • e �• a ••CD cv • • ••.be . i,.. 0 . cn •C w O O 0 O z 0 J 0 N O N C7 v� U) w WJ F 11111, j3 i o-Wm. om%VM to. AD16— 29 PARTS ShwK00. 56 OF 59 v BILL OF MATERIALS ITEM PART DESCRIPTION MATERIAL REMARKS I E5-5GD2020-001 HEAD (3 TRACK) 6063-TG 2 E5-5GD2020-002 5ILL (3 TRACK) 6063-TG 3 E5-5GD2020-003 FRAME 5ILL COVER 6O63-TG 4 E5-5GD2020-004 JAMB (3 TRACK) 6063-T6 5 E5-5GD2020-005 FREE5TANDING JAMB (3 TRACK) 6063-TG 6 E5-5GD2020-006 UNANCHORED JAMB REINFORCEMENT FOR 3 TRACK 6005-T5 7 E5-5GD2020-007 HI 5ILL RAISER 3-1/ I W HEIGHT 6063-TG 8 E5-5GD2020-008 5TANDARD 5ILL RA15EK 2-9/1 G' HEIGHT 6063-TG 9 E5-5GD2020-009 POCKET JAMB 6063-TG 10 E5-5GD2020-010 JAMB 5CREW COVER 6O63-TG I I E5-5GD2020-01 I HEAD 2 TRACK 6063-TG 12 E5-5GD2020-01 2 5ILL 2 TRACK 6063-TG 13 E5-5GD2020-013 FRAME 5ILL COVER 6063-TG 14 E5-5GD2020-014 JAMB (2 TRACK) 6063-TG 15 E5-5GD2020-015 FREE5TANDING JAMB (2 TRACK) 6063-TG 16 E5-5GD2020-01 6 FREESTANDING JAMB REINFORCEMENT FOR 2 TRACK 6063-TG 17 E5-601 I JAMB SCREW COVER 6063-TG 18 E5-5GD2020-018 INTERLOCK AND LOCK 5TILE 5CREW COVER 6063-TG 19 E5-5GD2020-019 HEAVY INTERLOCK REINFORCEMENT 6005-T5 20 E5-5GD2020-020 HEAVY INTERLOCK REINFROCEMENT COVER 6063-TG 21 E5-5GD2020-021 REINFORCEMENT FOR INTERLOCK 6005-T5 22 E5-5GD2020-022 INTERLOCK FOR LAMINATED GLA55 6005-T5 22A E5-5GD2020-084 INTERLOCK FOR LAMINATED GLA55 6005-T5 22B E5-5GD2020-085 INTERLOCK HEAVY FOR LAMINATED GLA55 6005-T5 23 E5-5GD2020-023 A5TRAGAL 6005-T5 24 E5-5GD2020-024 TOP RAIL FOR LAMINATED GLA55 6063-TG 25 E5-5GD2020-025 BOTTOM RAIL FOR LAMINATED GLA55 6063-TG 26 E5-5GD2020-026 FIXED 5TILE FOR LAMINATED GLA55 6063-T6 27 E5-5GD2020-027 LOCK 5TILE FOR LAMINATED GLA55 6063-TG 27A E5-5GD2020-088 LOCK 5TILE FOR LAMINATED GLA55 6063-TG 28 E5-5GD2020-028 TOP RAIL FOR IN5ULATED LAMINATED GLA55 6063-T6 29 E5-5GD2020-029 BOTTOM RAIL FOR IN5ULATED GLA55 6063-TG 30 E5-5GD2020-030 FIXED 5TILE FOR IN5ULATED LAMINATED GLA55 6063-TG 31 E5-5GD2020-03 1 INTERLOCK FOR IN5ULATED LAMINATED GLA55 GOG3-TG 31 A E5-5GD2020-087 INTERLOCK FOR IN5ULATED LAMINATED GLA55 6005-T5 - 3 1 B E5-5GD2020-086 INTERLOCK HEAVY FOR IN5ULATED LAMINATED GLA55 6005-T5 32 E5-5GD2020-032 REINFORCEMENT FOR INTERLOCK IN5ULATED LAM. GLA55 6005-T5 33 E5-5GD2020-033 LOCK 5TILE FOR IN5ULATED LAMINATED GLA55 6063-TG 33A E5-5GD2020-089 LOCK 5TILE FOR IN5ULATED LAMINATED GLA55 6063-TG 34 E5-5GD2020-034 HEAD (4 TRACK) 6063-TG 35 E5-5GD2020-035 5ILL (4 TRACK) 6063-TG 36 E5-5GD2020-036 FRAME 5ILL COVER (4 TRACK) 6063-TG 37 E5-5GD2020-037 JAMB (4 TRACK) 6063-TG 315 E5-5GD2020-040 5ILL RA15ER 4-3/16' HEIGHT 6063-TG 39 F-52020-GO I GLAZING GASKET FOR LAMINATED GLA55 51UCONE, DURO 70 40 E52020-GO2 GLAZING GA5KET FOR LAMINATED GLA55 51LICONE, DURO 70 41 E52020-GO3 GLAZING GA5KET FOR IN5ULATED LAMINATED GLA55 SILICONE, DURO 70 42 E52020-GO4 INTERLOCK BUMPER BLACK PVC, 60 5HORE D 43 E52020-GO5 GLAZING GA5KET FOR IN5ULATED LAMINATED GLA55 51LICONE, DURO 70 44 W2322 1 NG 15ILL, HEAD PILE POLYPROPYLENE 45 W23 17 I NK JINTERLOCK PILE POLYPROPYLENE ITEM PART 46 W2321ING 47 WA2L 48 QEZ 447- 1 49 P501-0035-0013 50 P501-0035-OOB P.501-0014-000 P501-0014-OOB P501-0014-117 51 P501-1005-0013 P501-0060-000 2P 52 5GD- 1700 53 1986-PRN-300055 54 GTT- 15000-HKA-0I -TE 55 56 57 58 59 60 61 62 DC953 63 DC791 64 65 E5-5GD2020-055 66 E5-5GD2020-054 67 E5-5GD2020-062 68 E5-5GD2020-021 69 E5-5GD2020-063 - 70 E5-5GD2020-064 71 E5-5GD2020-056 72 E5-5GD2020-061 73 E5-5GD2020-065 74 E5-5GD2020-071 75 E5-5GD2020-068 76 ALU-P-018 77 ALU-P-020 76 E5-W525-014 79 E5-5GD2020-069 80 E5-5GD2020-070 81 E5-5GD2020-07X 82 E5-5GD2020-041 BILL OF MATERIALS DESCRIPTION WEEPHOLE COVER QLON RECE55ED FACEPLATE 513ML LOCK TWO POINT INVOLUTE HANDLE 5ET ADJU5TABLE STRIKE BUMPER ROLLER - - - - ROLLER 8 10 X 1 - 1 /4' P. H. 5CREW FOR PANEL A55EMBLY 8 12 X 1- 1 /2' P.H. SCREW FOR FRAME A55EM15LY #8 X 3/4' P.H. SCREW FOR HANDLE 5TRJKE N 10 X I' F.H. 5CREW FOR MORTISE LOCK N 12 X I" P.H. 5CREW FOR BUMPER # 10 X I' P.H. 5CREW 1/4-20 X 2- 1/2' PAN HEAD SCREW DOW CORNING 953 5TKUCTURAL 51UCONE DOW CORNING 791 GLAZING SPACER FRAME SILL- 5 TRACK5 FRAME FRONT SILL FRAME FRONT HEAD INTERLOCK REINF. FOR LAMINATED GLA55 FRAME HEAD - 5 TRACKS FRAME FRONT JAMB FRAME FRONT 5ILL POCKET DOOR CL05ER - 5 TRACK5 JAMB - 5 TRACK REINF. FOR LOCK 5TILE LAM. GLA55 FRAME FRONT 5ILL SUPPORT FOR HANDLE LOCK SUPPORT FOR HANDLE LOCK COVER -POCKET HOOK STRIP BASE HOOK 5TRIP REINFORCE FOR LOCK 5TILE (IN5UL-LAM) 5ILL RA15ER MATERIAL POLYPROPYLENE POLYPROPYLENE FOAM ALL 5TRUCTURE POLYPROPYLENE STEEL AND RUBBER 5TAJNLF55 STEEL 5T/5T 5T/5T 5T/5T 5T/5T 5T/5T 5T/5T 5T/5T 51UCONE 51UCONE ALUMINUM 6063-TG 6063-TG 6063-TG 6063-T5 6063-TG 6005-T5 6063-TG 6063-TG 6063-TG 6063-TG 6063-TG 6063-TG 6063-TG 6063-T5 6063-TG 6063-TG GOG3-TG 6063-TG ,1��W11�1/1 WAN r- o REMARKS V HELIMA REG TI0W FIL NCA. 28677 • � � F i • p • • ''••!�L o A ..•��aa z A q Z a' J W • W e C • • • - 50 • • •z y • W 0 d •••�• w° • �• •�•0 r t7 • • ■ . ■ • •1 • 4 O C) o O - w N 0 a u- 0 R U. 0 z z <� N W O J 0 04 11111, DrW DM I SCOW 10-I&Wr, oMwu� wo. AD16-29 BOM 9"W. 57 OF 59 • r BOTTOM VIEW TOP VIEW TOP VIEW BOTTOM VIEW HEAD HEAD ES-SGD20 PIN 0.190 SILL ES-SGD, PIN 0.190 MEETING HEAD—� SILL -- m s N 9 � QD '.0 t1� t6t Z a ►Q- co w/ J rk z W s W z .. .Z E2 ...... . ..•. W d ...... • O • ' ' •• h • • • • Owl I .a co C g 3 a Ue 0 ^ " Lo z Z <� co � N W O J N W � F vn W � IRIE'eGICNOIN WTI V ; ur.wn FL woe SWe tAGA. . 28677 o-�bavre / DMWWG NO. pF AD16-29 Q•F!.•L�t� IS0 � SslosPoss 0 58 OF 59 Oct 17th, 2019 0 4 50 1zl FRAME TOP CORNER TRACK 5HOWR FRAME TOP CORNER 2 TRACK 5HOWN FRAME BOTTOM CORNER FRAME BOTTOM CORNER 3 TRACK 5tlOFVN 2 TRACK 511 WN 14 PANEL TOP CORNER PANEL BOTTOM CORNER V � o 50 = Z Jd ' w W Z ! • Q A • •_• . z. • o • • • FL A DranD D�Oe SCMe � 1P16201. • DMWINS ND. AD16-29 LSO shm No. 59 OF 59 40 JOB NAME: Maugein Residence PROPERTY ADDRESS: 1300 NE 94th Street WINDOW & DOOR PERMIT SUPPLEMENT CONTRACTOR: ClearChoice Windows & Doors DATE: 11/23/2020 MARK NO. GLASS TYPE I THICKNESS SIZE (W X H) Tributary Area (SF) UNIT TYPE UNIT NAME N.O.A. MULLION ZONE CALCULATED WIND PRESSURE PRESSURE CAPACITY HORIZONAL VERTICAL NEGATIVE POSITIVE NEGATIVE POSITIVE NOTES d1 & d2 G2 9/16 143 x 80 39.7 SGD ES Windows FL22267.1 5 62.70 49.00 78.0 53.0 Lv12 interlock 2 5/8 sill riser MAUGEIN RESIDENCE 1300 NE 94TH STREET MIAMI SHORES, FLORIDA 331 CLEAR CHOICE WINDOWS & 2184 NW 89TH PLACE DORAL FLORIDA, 33172 Coefficient Kh 1.13 1 1 Coefficient Kzt Velocity Pressure Evaluated @z [qz] (Ib/ft^2) 1.00 75.30 Find Speed (mph) 175 Importance Factor 1.00 Exposure Category D Risk Category 2 Coefficient Kz 1.13 Velocity Pressure Evaluated @h [qh] (Ib/ft^2) Mean Roof Height [h] (ft) 25.00 Height Above Grid. Level [z] A 25.00 Horizontal Dimen. of Bldg. (ft) 75.00 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kd 0.85 75.30 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures (Iblft^2) Mark Comp Type W (in) H (in) S (in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5- In Zone ASREQ.SGD 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 53.3 -57.8 53.3 -71.4 Z5 AS REQ.SGD 15.00 0.97 0.97 -1.07 -1.34 0.18 -0.18 51.9 -56.4 61.9 -68.6 Z5 AS REQSGD 20.00 . 0.95 0.95 -1.05 -1.29 0.18 -0.18 50.9 -55.4 50.9 -66.6 Z5 AS REQ.SGD 25.00 0.93 0.93 -1.03 -1.26 0.18 -0.18 50.1 -54.7 50.1 -65.0 Z5 AS REQSGD 30.00 0.92 0.92 -1.02 -1.23 0.18 -0.18 49.5 -54.0 49.5 -63.8 Z5 AS REQSGD 35.00 0.90 0.90 -1.00 -1.21 0.18 -0.18 49.0 -53.5 49.0 -62.7 Z5 AS REQSGD 40.00 0.89 0.89 -0.99 -1.19 0.18 -0.18 48.6 -53.0 48.6 -61.8 Z5 AS REQ.SGD 45.00 0.88 0.88 -0.98 -1.17 0.18 -0.18 48.1 -52.6 48.1 -61.0 Z5 AS REQ.SGD 50.00 0.88 0.88 -0.98 -1.15 0.18 -0.18 47.7 -52.3 47.7 -60.2 Z5 •• ••a s • • • • •• s •• • • • c. ••r • Q#-C ►-w MIYU wALJa v►v 4.vmrv1vc1v►a Muni LA-AULAMIJ e Engineers Seat Engineers Name And Signature Design Date Design Reference Number Or i • P • • • • •• 2 • c a •• •• • 00 +