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WS-10-19-2586, 10276 NE 12th AveMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 10276 NE 12TH AVE, Miami Shores, FL 33138 1132050190020 Contacts Rafael Levy Owner AUTHENTIC CONSTRUCTION Contractor 1027612 RAIMUNDO CASTELLANOS 10261 SW 72 ST, MIAMI, FL 33173 Description: REPLACE ALL SLIDING GLASS DOORS Valuation: $ 69,875.00 Inspection Requests: THROUGHOUT THE RESIDENCE, INCLUDING STRUCTURALLY REINFORCING THE ROOF WITH NEW STEEL MEMBERS AT THE Total Sq Feet: 0.00 SUNROOM. S OPENINGS TOTAL Fees Amount Application Fee - Other $50.00 CCF $42.00 Change of Contractor $110.00 DBPR Fee $2.25 DCA Fee $2.00 Education Surcharge $14.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $3.75 Windows/Shutters Fee $100.00 Total: $378.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $378.00 Check # 262 04/12/2021 $110.00 Credit Card 01/08/2020 $218.00 Credit Card 10/29/2019 $50.00 Amount Due: $0.00 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 named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent April 12, 2021 Page 2 of 2 Miami Shores Village DECEIVED 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 FffBUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 10276 NE 12 Ave OCT 0 6 2020 BY: _<=_�) FBC 20 Ft Master Permit No.\N S" 10 - \l�t' ZS8(o Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL HANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores Countv: Miami Dade Zip: Folio/Parcel#: 11 -3205-019-0020 Is the Building Historically Designated: Yes NO X Occupancy Type: SFR Load: 1 Construction Type: COnc Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Raphael Levy Phone#: 347-291-7058 Address:10276 NE 12 Ave City: Miami Shores state: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: rlevy@cifarchitects.com Authentic Construction 305-595-3205 CONTRACTOR: Company Name: Phone#: Address: 10261 SW 72 Street #103 City: Miami State: Florida Zip: 33173 Qualifier Name: Raimundo Castellanos Phone#: 305-595-3205 CGC1516561 State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Raphael Levy Phone#: 347-291-7058 Address: 8425 Biscayne Blvd, Suite 201 city: Miami state: FL Zip: 33138 Value of Work for this Permit: $ 70,000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New H Repair/Replace ❑ Demolition Description of work: Replace all sliding glass doors throughout the residence, including structurally reinforcing the roof with new steel members at the Sunroom. Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Contc�any's Nan1s� (if appltta2�3�r) GondinL,Company's Address City State R,lortgaL;c lender's Name (it applicable) Mortgage Lender's Address City State Zip E 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 reFulating 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 Appltcont: As a condition to the issuance of a building permit with an estima ed value exceeding 5?50Q the applicant must if)promise , good faith that a copy of the notice of commencement and construction h r law brochure will be delivered to the persor. whose property is subject to attachment. ALso, a certified copy of the recorded notice o, ommencement must be posted at the ,iob sir for the first inspection fhich occurs seven (7) days after the building permit is is s in the absence of such posted notice, the inspection .vill not be approved and a reinspection fee will be charged. " Signature .,•' l-` �..__1 Signature OWNER or AGENT The foregoing instrum t was acknowledged before me this �V day of _, 20 q by d _, who is personally wn to me or who has produ d as identification and who did take an oath. NOTAR BLIC: Sign: Al Print:15A-eqfL AP2(,-ki—�JU-N)i Seal: ISABEL ABREU-NUNEZ My COMMISSION 1, 00050954 '.'1''dc:�°`• EXPIRES February 27, 2021 I ##it##t+ktti APPROVED BY CONTRACTOR The foregoing in ant ss . s acknowledged before me this l day et, 20 �a , by. 9A� CA5,TE l LA-N 0 S who is personally known to me or who has produced as identification -an o did take an oath. NOTARY PUBLIC: S n: Print:Q1)C Seal: iY pu.... NIINcY RUIZ Notary Publ1c State W rlenda Commission GG 916200 'rer %4p My Comm. Expires Dec 2, 20,13 Bonded throuch National Notary Assn (�i—i#t#####tttt#tttt#ittttt## I Plans Examiner #•##1#eft (RPVkPriW/74/7maa Structural Review cl rk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. WS-10-19-2586 Owners Name (Fee Simple Title Holder): Raphael Levy Phone #. 347-291-7058 Owner's Address: 10276 NE 12 Ave City: Miami Shores fob Address (Of where work is being done):_ City: Miami Shores State : FL 10276 NE 12 Ave Contractor's Company Name: MTX Group One Address: 7349 NW 54 St City: Miami Qualifier's Name: Albert Dominguez Zip Code: 33138 State: —Florida Zip Code: 33138 Phone #: 305-964-7973 State: FL Zip Code: 33166 Lic. Number. CGC1521304 Architect/ Engineer of Record Name: Raphael Levy Address: 8425 Biscayne Blvd, Ste 201 City: Miami State: FL Phone #: 347-291-7058 Zip Code: 33138 Describe Work: Replace at Lidinj glass doors Uraghow resdence. nduding s.ruclwaCy re nforong roof with new %eel merrben a! surreom I hereby certify that the work has been abandoned and/or the contractor/ rchitect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless of all legal involvement. Signature %c - " -i Signature Owner or Agent ti Co rector or Architect The foregoing inst ment was_ ��a�� g ledged before me The foregoing instrument/wass aknowledged before e this 145day c �,20�;b this A/ day of 111A J' . 20 by Who is personally known to = or who has produced as indentification. No y Public: Sign: Seal: 5 °w ISABEL ABREU-NUNEZ ?•' MY COMMISSIUh ! GG050954 EXPIRES Feerua y 27 2021 who is personally known to me or who has produced as indentifcation. Notary Public: Seal: pP 06 NOUVY PubbC Stale of Rl Ii0a Thella Erxiquez c • My CanfMasion GG 0:�6772 gQ n� ExplraS 1010812020 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ■■aaaaa0aaaaaaaaaaaaa0aaaa0aaaa0aaa0a2Maaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa■ BUSINESS NAME: AUTHENTIC CONSTRUCTION, LLC BUSINESS ADDRESS: 10261 SW 72 ST. SUITE 103 CITY MIAMI STATE FL ZIP 33173 BUSINESS PHONE: ( 305) 595 3205 FAX NUMBER ( 305) 675 3645 CELL PHONE ( ) 305 595 3205QUALIFIER'S NAME: RAIMUNDO CASTELLAWOS QUALIFIER'S LIC NUMBER: CGC 1516561 Ron DeSantis, Governor STATE OF FLORIDA Halsey Beshears, Secretary DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD ..• • • .• .;• •� �. . f CONSTRUCTIONAUTHENTIC }. M 73, SUIT fF f� ICE,. . EXPIRATIONDATE: Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. 004311 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT BILL - DO NOT PAY 6023576 BUSINESS NAMEILOCATION AUTHENTIC CONSTRUCTION LLC 10261 SW 72ND ST 103 MIAMI FL 33173 OWNER AUTHENTIC CONSTRUCTION U.0 Worker(s) RECEIPT NO. EXPIRES RENEWAL SEPTEMBER 30, 2021 6617378 Must be displayed at place of business Pursuant to County Code d Q SEC. TYPE OF BUSINESS 196 GENERAL BUILDING CONTRACTOR CGC1516561 C hapter 8A - Art, 9 & 10 PAYMENT RECEIVED BY TAX TOLL€CTOR $75,00 :07/ 21 /2020 CHtCk21-720—O55715 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receiptis not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply wfft 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-Ilode 4.od-.�>vc4a-276. For more information, visit www.miamidade.goy to I#»r A� Ro® CERTIFICATE OF LIABILITY INSURANCE DATE IO/5 020� 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 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 Marsh & McLennan Agency LLC 9850 N.W. 41 st Street Suite 100 CONTACT NAME: Iliana Abbate PHONE FAX N EXt : ac No): 212-948-5660 ADDRESS: certsmiami@mma-fi.com INSURERS AFFORDING COVERAGE NAIC# Miami FL 33178 INSURER A: Security National Insurance Company 19879 INSURED AUTHECONST INSURER B: Authentic Construction LLC 10261 SW 72 Street INSURER C INSURERD: Suite 103 INSURER E : Miami FL 33173 INSURER F : COVERAGES CERTIFICATE NUMBER: 1879260103 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 OF INSURANCE ADDLTYPE INSD WVD SUER POLICY NUMBER MMfDD�Y MM/DD/YY P LIMITS A X COMMERCIAL GENERAL LIABILITY SES1781185 2/4/2020 4/25/2021 EACH OCCURRENCE $1,000,000 CLAIMS -MADE a OCCUR DAMAGE TO PREMISES EaENTED occurrence $100,000 _7 X MED EXP (Any one person) $ 5,000 Ded: 5,000 PERSONAL & ADV INJURY $ I'OD0,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 PRO POLICY ❑ LOC JECT X PRODUCTS - COMP/OP AGG $ 2,OD0,000 $ OTHER: AUTOMOBILE LIABILITY CEO, accMBINEeD SINGLE LIMIT Eidnt $ BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED AUTOS NON -OWNED AUTOS A UMBRELLA LIAR X OCCUR EXS1540402 2/4/2020 4/25/2021 EACH OCCURRENCE $ 5,000,000 X AGGREGATE $ 5,000,000 EXCESS LIAB CLAIMS -MADE DED I X I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N PER OTH- STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N / A (Mandatory In NH) E.L. DISEASE - EA EMPLOYE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) RE: Contractor license # GCG1516561 Proof of Insurance only. CERTIFICATE HOLDER Miami Shores Building Dept 10050 NE 2n d 019W2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD 1 ® A� Ro CERTIFICATE OF LIABILITY INSURANCE DATE (MWOD/YYYY) 10/0l/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 Demont Insurance Agency 2400 Mahan Drive CONTACT NAME: Jo Anne Sturdevant PHONE FAX A/C (850 942-7760 A/C No: 850 942-7758 E-MAIL ADDRESS: certificates@sba.insure Tallahassee FL 32308 INSURERS AFFORDING COVERAGE NAIC 9 INSURER A: American Builders Insurance Co 11240 INSURED (305) 595-3205 Authentic Construction LLC INSURERB: INSURER C : INSURERD: 10261 SW 72 Street INSURERE: Miami FL 33173 INSURER F : COVERAGES CERTIFICATE NUMBER: Cart ID 32128 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 ADOL SUER POLICY NUMBER POLICY MM/DD/YYY YYY MM/DD/ LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS -MADE 1:1OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL 8 ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY ❑PRO JECT ❑ LOC PRODUCTS - COMP/OP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per a..Zt $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY UMBRELLA LIAR OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAR CLAIMS -MADE DED I I RETENTION $ $ WORKERA AND AND EMPLOYERS' LIABILITY YERS'LSATIONILIT Y/N WCV0165629-06 03/21/2020 03/21/2021 % STA UTE ERH E.L. EACH ACCIDENT $ 1,000,000 ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? ❑N (Mandatory In NH) N/A E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached If more space Is required) GCG1516561 Miami Shores village Building Department 10050 NE 2nd Ave Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE l�.Q._..5� 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD VAn 1 of 1 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 10276 NE 12TH AVE, Miami Shores, FL 33138 1132050190020 :ontacts Rafael Levy Owner MTX ONE GROUP Contractor 1027612 ALBERT DOMINGUEZ 7349 NW 54 ST, MIAMI, FL 33166 Business: 3059647973 ariel@mtxgroupone.com Mobile: 7864029942 Description: REPLACE ALL SLIDING GLASS DOORS Valuation: $ 69,875.00 Inspection Requests:, THROUGHOUT THE RESIDENCE, INCLUDING STRUCTURALLY REINFORCING THE ROOF WITH NEW STEEL MEMBERS AT THE Total Sq Feet: 0.00 . x s SUNROOM. 5 OPENINGS TOTAL Fees Amount Application Fee - Other $50.00 CCF $42.00 DBPR Fee $2.25 DCA Fee $2.00 Education Surcharge $14.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $3.75 Windows/Shutters Fee $100.00 Total: $268.00 Payments Date Paid Amt Paid Total Fees $268.00 Credit Card 01/08/2020 $218.00 Credit Card 10/29/2019 $50.00 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 named contractor to do the work stated. Authorized Signature: bwrner' / Applicant / Contractor / Agent Date January 08, 2020 Page 2 of 2 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). Acknowledgement: i/S ZO P-Arci-AC,. (,,tvy Ajcc Qualifier/Owner Signature Date Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") I] Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than Ix), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009,11/17/2014 Miami Shores Village 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 *BUILDING ❑ ELECTRIC ❑ ROOFING U/2 I ?01y M. F BcC� -� 20 Master Permit No. ! ( 0-1 !q — 7:SSL Sub Permit No ❑ REVISION [j EXTENSION ❑RENEWAL ]PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10276 NE 12 Ave City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3205-019-0020 Is the Building Historically Designated: Yes NO X Occupancy Type: SFR Load: 1 Construction Type: Conc Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Raphael Levy Address:10276 NE 12 Ave 347-291-7058 City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: rlevy@ctarchitects.com CONTRACTOR: Company Name: MTX One Group Phone#: 305-606-0094 Address: 7349 NW 54 St City: Miami State: FL Zip: 33166 Qualifier Name: Albert Dominguez Phone#: 786-4029942 State Certification or Registration #: CGC1521304 Certificate of Competency #: DESIGNER: Architect/Engineer: Raphael Levy Phone#: 347-291-7058 Address: 8425 Biscayne Blvd, Suite 201 City: Miami State: FL Zip: 33138 Value of Work for this Permit: �� , u� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Replace all sliding glass doors throughout the residence, including structurally reinforcingthe roof with new steel members at the Sunroom. S p C ENa 0 G C ; o T A i✓ Specify color of color thru tile: Submittal Fee $ To oAA4 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $. Structural Reviews $ Radon Fee $ DBPR $ Training/Education Fee $ Notary $- Double Fee $ Bond $ TOTAL FEE NOW DUE $ CEO D (RevisedO2/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address Zip City State Zip 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. Signature OWNER or AGENT The foregoing instrument was /acknowledged before me this day of �C 1� �'� 20 ! "% by J 0/ 0 L kA?(4ffA,LEqho is personally known to me or who has produced 4 �O0 ,73 _� 7 t6 -has identification and who a an oath. NOTARY PUBLIC: Sign: r Print.- oplvr r. A)ANAVILMNGA Signature __,�:�D_11 CONTRA OR The foregoing instrument w s a knowledged before me this day of !/G /" 20 / J by i / ljd-, l AW049o is personally known to me or who has produced 04-0 as identification and who did take an oath. NOTARY PUBLIC: -` 4y A A'_i nONTANO z* U' G rGribG Sign: % `� M 1 2023 Print: /s'I�1Z1Cb1 !%YfY? /)�� - -. "•": C( MPAISSION # GG 0345M Seal: ? c7 EXPWE November28,2020 Seal: h` 0 two` Rok; : rives;W*1 Notary Services I APPROVED BY L `Plans Examiner Zoning lU/!j Structural Review (RevisedO2/24/2014) Clerk MTX Group One, Inc. 7349 NW 54 Street Miami, Florida 33166 mtxgroupone@gmail.com www.mtxgroupone.com 305-964-7973 CGC1521304 CUC1225323 Estimate For: Raphael Levy Estimate No: 660 rlevy@clfarchitects.com Date: 12/05/2019 Description Quantity Rate Amount 10276 NE 12 Ave This is a lump sum job - Removing 2 existing pocket doors Removing 3 sliding glass doors Cleaning concrete openings Placing rubber floor / wood bucks and plywood to protect 6nix tile Place 27 steel shores to hold wood beams Removing horizontal wood beams and disposal Welding steel structure according to shop drawings Windows installation, appropriate caulking, steel screw anchoring, break metal work Pocket doors will be place and restore drywall Concrete repair outside pocket door Notes ADDITIONAL COMMENTS FOR WINDOW INSTALLATION Notes: 1 $69,875.00 $69,875.00 ..•... . .. ...... .... ...... .... . ..... • . . • .. .. .. . ..•... • • . • • .0 • • •..•.• • . • • • .0 •••••• so • • • 0000 Subtotal $69,875.00 Total $69,875.00 Total $69,875.00 1/3 MTX Group One, Inc. - Estimate 660 - 12/05/2019 1.) If certain windows or doors are backordered or missing before the end of this project, a final payment shall be made for the work completed at that time. 2.) Hardware, screens installation is not included in this proposal, May be arranged for installation at a later date (Please notify). 3.) General Contractor is responsible for making masonry openings to correct size for wood bucks, windows and doors. 4.) Any additional work required or delay caused by inaccurately sized or out -of -square masonry opening will be charged at a rate of ($40.00) per man-hour and will become part of this agreement. 5.) Wood buck material needs to be on job site prior to us starting if installation of bucks becomes part of this contract. DISCLAIMER: Customer agrees to pay all costs and expenses incurred collecting any amounts due under this Agreement, including reasonable attorney fees and all incurred costs and associated expenses. A charge of $25 will be added to all of the checks returned for insufficient funds. Any balance due under this Agreement and/or Invoice will incur interest at a rate of 1.5% per month. All material to be guaranteed as specified. All work to be completed in a professional manner according to standard practices. Any alteration or deviation from the above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. 1. All prices of windows are subject to wind load calculations. 2. 50% down payment is required to order windows and the other 50% when windows are ready to pick up. 3. 50% deposit of installation sum is required to commence work 35 % progress payment 15% on final installation SCOPE OF WORK INCLUSIONS: 1. Product Installation. •• . •. • • 2. Unload and distribute units to required locations. "';" • • • • • • • • • 3. Set and shim units plumb, level and square in openings bucked b secure windows and doors. P qY • • • ' :••.•: •••• • 4. Anchor units in accordance with tested protocols and Florida Building Code. • • • • • • • • • 5. Buck and exterior caulking before stucco. • •. • • • • ... • •; • 6. Cost of Municipal permit. Processing & administration fees to be reimbursed by contractor/customer. • • • • • • •..... SCOPE OF WORK EXCLUSIONS: • • • • • • 1. Interior casing or interior mullion covers of any kind (Unless otherwise specified). • •: •. 2. Interior priming or painting. (Unless otherwise specified). 3. Any rough blocking or bucks. (Unless otherwise specified). 4. Any stucco or patching. 5. Any drywall or plaster patching. 6. Final caulking after stucco and/or paint. 7. Window washing or final cleaning. 8. Window and door marks that are excluded from or not listed on proposal. 9. Any cost 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. 10. Rental equipment for hoisting. 11. Protection of window at jobsite against vandalism, fire, theft or damage by other trades. 12. Material and application of blue max protective film to exterior & interior of window and doors. 13. Liquid flashing of entire openings. 14. Louvers. 15. Aluminum Storefront with ceramic glass fire rated. 16. Aluminum Storefront with Prefinished Aluminum Grille. 17. All interior Glass and Glazing System. 2/3 MIX (croup One, Inc. - Estimate 660 - 12/0,b/2019 18. Specialty Doors. 1 g. Vision Panel. 20. Railings. 21. Permits, Engineering or Engineering Fees. 22. Shop drawings ACCEPTANCE OF PROPOSAL. The above process, specifications and conditions satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined. SIGN -- DATE 1- SIm •••••• • •• • •••••• •••••• f • •• •• •• • ••f••• •••••• • • • f ••ff•• • • 0000 a f • • 3/3 SL ID INCx CLASS DOOR REPLACEMENT LEV� RESIDENCE 102-1(o NE 12 AVE E j STREETVIEW 4-0 &GALE PROJECT NOTES 1. FOLIO #11-3205-019-0020 2. OCCUPANCY GROUP, R-3, SINGLE FAMILY RESIDENCE 3, PROJECT ADDRESS: 102T6 NE 12 AVE 11IAM1 SNORES, FL 33138 APPLICABLE CODE I. ALL NEW WORG CNALL COMPLY WITH FBGR 2011, ALTERATION LEVEL. I IAV PERMIT SET MIAMI 5HORE5, FLORIDA 33135 INDEX OF DRAWINGS A-0 COVER D-1 DEMOLITION PLAN AND ELEVATIONS 4-1 NEW FLOOR PLAN AND ELEVATIONS A-2 NEW FLOOR PLAN AND ELEVATIONS 5-1 PARTIAL GROUND FLOOR PLAN AT SUNROOM 5-2 PARTIAL ROOF FRAMING PLAN AT SUNROOhl 5-3 PARTIAL ELEVATIONS 5-4 PARTIAL ELEVATIONS 5-5 WIND LOADS 540 STEEL GOLUI'1N DETAILS 6-1 SECTIONS AND DETAILS 5-8 DETAILS 5-9 STRUCTUARL NOTES V tv; Y nATF C IIMMI_11r °� T iO COMPLL'1\4 E VVI (H STATE ND CCUN1Y R 'LES AND REGULATIONS W Uo li f s LL W d t >ID III ~ LL�i� LL W - III = >� m� O as � •.• V �LL ee .. ...... • • .... . ... W J-u U •• . L •• W G WM W 'a W �o 0 N u) W W F- J Z r T 1 7I11 Q aphael levy AR00094779 comm no. 19-01 date: 1/20/2019 revised: sheet no. A-0 I EXISTING ER TO �)M OF EAM EXISTING ULILJCRS DEMO ELEVATION D-I SCALE 1/4' . P-0' L/LI IV I..V�.. Y}11 IVIR ✓ � iv D-I SCALE V4' • V-0' SLID E IRS C\/I GT It, I/_ II DEMO EX15TING WINDOWS DEMO EX15TING WINDOW MULLIONS DEMO EX15TING COLUMN DEMO KNEE WALL TO BOTTOM OF SLIDERS y/"I IV GLGYYiI IVIV D-i SCALE 114' . r-0' SLIDER MASTER BEDROOM a, -loll DEMO NOTES I. ALL DIMENSIONS SHALL BE FIELD VERIFIED_ 2" ROOF STRUCTURE MUST BE PROPERLY SHORED AND STRUCTURALLY STABILIZED PRIOR TO REMOVAL OF ANY STRUCTURAL COMPONENT. 3" CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO THE EX15TING FLOORING WITH SHORING" 4" CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO ANYTHING THAT 15 EX15TING TO REMAIN, AS MUCH AS POSSIBLE" 5" DEMO EXISTING SLIDERS INCLUDES THE SLIDER PANELS, SILL TRACK, AND FRAME. 2'-3" DEMO EX157ING MULLION DEMO EXISTING WINDOW DEMn EX'S,VNG MULLION DEMO EXISTING WINDOW DEMO EXISTING COLUMN DEMO EXISTING o SLIDERS - SUNROOM c EXISTING COLUMN v nc, TO REMAIN DEMO EXISTING SLIDERS EXISTING COLUMN TO REMAIN DEMO EXISTING SLIDERS SUNROOM N q DEMO PLAN D-I SCALE 114' . 1'-0' Z z < S w V n + LL w a t III ~ J v LL LL ~_ - III = >� mM 0 .o ...... .... ...... .... . .. ..... .. •• 0000 •....• . J .... W U .. .. Z 10 000 W La M W aLL � � V/// W W Wa/Zo �00� W W N J Z DEMO EXISTING MULLIONS' $ WINDOWS 14' -10" DEMO EXISTING `raphZaelQlevy COLUMN AR00094779 comm no. 19-01 - 2\ I2 date: 1 /20/2019 D-I3 revised: sheet no. D-1 j ELEVATION a -I SCALE 1/4' . I'-0' - NFIII MPTAI r'nl 11MN - NFIIJ MFTAI F:�FdM N D4 3 ELEVATION �— NEW SLIDERS A-1 SCALE 114' . P-®' NEW METAL BEAM MASTER BEDROOM SLIDER INOTE5 1. ALL ROUGH OPENING DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION_ 2. EXISTING STUCCO TO BE REPAIRED AND REPAINTED AS NEEDED. 3_ CONTRACTOR SHALL TAKE CARE AS MUCH AS POSSIBLE TO MAINTAIN THE EXISTING CONDITION AND INTEGRITY OF THE EXISTING STRUCTURAL COMPONENTS TO REMAIN, 4. DEMO EXISTING SLIDERS INCLUDES THE SLIDER PANELS, SILL TRACK, AND FRAME, 5. NEW METAL STRUCTURE TO RECEIVE FTC). BRAKE METAL CLADDING, TO MATCH DOOR FRAMES. N q SUNROOM PLAN A -I SCALE V4 . P-m' 15'-3" 3 A -I Z Z y W Vn (n + LL W j n III ~ J V L W L63 — III = ;m O V ma • = a V r a Y •••• •••••• •••• •••••• • • • W •••• ' tU . . .... LLJ w 0 W a� WW W zo O r= cn w N o W W J H z 0 C T _ S 2019 raphael levy AR00094779 Comm no. 19-01 date: 1 /20/2019 revised: sheet no. A-1 BOTTOM OF METAL FRAME NEW SLIDER STRUCTURAL METAL FRAME ON INTERIOR SIDE, TO RUN FULL LENGTH OF SLIDER TRACK N —]EXISTING ROOF F RAM I NG CONC, BEAM INTERIOR D5A I POCKET N I BEYOND 7 EXISTING a INSECT BEYOND SCREENING —EXISTING EXISTING ROCK EXISTING I" SILL RISER INSECT ROUND MTL. GARDEN SLIDER TO BE BEYOND SCREENING COLUMN REPLACED 2 ELEVATION I ELEVATION A-2 SCALE v4• . r-®• A-2 SCALE 1/4' . I'-.' NEW SLIDER STRUCTURAL METAL FRAME ON INTERIOR SIDE, TO RUN FULL LENGTH OF SLIDER TRACK BOTTOM OF I METAL FRAME f1! ROOF FRAMING CONC. BEAM EXISTING SLIDER TO BE REPLACED EXISTING ROUND MTL. COLUMN EXISTING INSECT SCREENING ROCK GARDEN DOOR SCHEDULE OPENING OPENING # OF FRAME FRAME GLASS GLASS GLASS DOOR # LOCATION HEIGHT WIDTH PANELS TYPE CONSTRUCTION FINISH TYPE TINT FILM D1 MASTER BEDROOM 8'-0" 8'-10" 2 SLIDING GLASS, XO ALUMINUM CLEAR ANODIZED IMPACT CLEAR LOW-E D2 LIVING ROOM 8'-2" 15'-6" 3 SLIDING GLASS, XXO ALUMINUM CLEAR ANODIZED IMPACT CLEAR LOW-E D3 LIVING ROOM 8'-2" 8'-10" 2 SLIDING GLASS, XO ALUMINUM CLEAR ANODIZED IMPACT CLEAR LOW-E D4 LIVING ROOM 8'-2" 14'-10" 3 SLIDING GLASS, XXO ALUMINUM PTD. WHITE IMPACT CLEAR LOW-E D5 LIVING ROOM PANEL A 8'-3" 5'-6" 2 SLIDING GLASS, XX ALUMINUM PTD. WHITE IMPACT CLEAR LOW-E CORNER OPENING, PANEL B 8'-3- 4' POCKETING Z z EXISTING = w Qi o CONC. WALL VLL SLIDER 0- LIVING TRACK LL w ' w `n ROOM NEW SLIDER PER MFR, C STRUCTURAL > SPECS 4'-3 METAL FRAME III ~ ABOVE, TO J v RUN FULL w LL m LENGTH OFLL o SLIDER TRACK x =' D5A m^ I O U '� � E�XISTINC� () •�••�� Dye D5 •-001eNER;•••• • • .... ...... 'C?I1DLNING "L!I1DER5 TOP SLIDER �� . 000 TRACK oo 0 * 0 0 .. ..:..' EXISTING I ••'�;fiSTINC��1.,• ....�• ...COLUMN CONC. WALL . . LLI �.... LIVING N .. V �••� q ROOM PLAN ' • • • �' • LLI w M A-2 ecAt.E Va' • 1'-m' o Lu �N "' w LALI Z 0 Ox N � a a GONG BEAM oQ a LLQ STRUCTURAL LLI H °Yf_ METAL TUBE J ? a� QCT 1 8 2019 FASCIA BOARD cv SLIDING GLASS DOOR TRACK SLIDING GL,455 hael levy DOOR PANEL AR00094779 cn SLIDER HEAD 3 DETAIL Comm no. A-2 SCALE I V2' • I'_m• 1 9 -0 1 w SLIDING GLASS date- DOOR PANEL N 1/20/2019 (� = SLIDER TRACK AND SILL RISER revised: METAL FINISH FLOOR COLUMN CONC, SLAB CONC. _ COPING a Q Q 4 a sheet no. SLIDER SILL A-2 q. DETAIL A-2 SCALE I W' . I•_m• PARTIAL GROUND FLOOR PLAN AT SUNROOM \j,... fit//// \ DER Roc , ,Q T� F ®'t�' s DNA ``��`\�� III PLAN NOTES: 1. EXIST. FINISH FLOOR ELEVATION = +0'-0", U.O.N. COORDINATE W/ARCHITECTURAL DRAWINGS. 2. COORDINATE W/ARCHITECTURAL & OTHER DRAWINGS FOR INFORMATION NOT SHOWN ON THIS PLAN. 3. COORDINATE ALL WINDOW, DOOR AND OPENING LOCATIONS WITH ARCHITECTURAL DRAWINGS. 4. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, DRAINS, DRAINAGE SLOPE, ETC. NOT SHOWN. SCOPE OF WORK: REPLACEMENT OF EXISTING SLIDING DOORS ® SUN ROOM & LIVING ROOM • KEY PLAN SCALE : N.T.S. TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM TO THE STRUCTURAL REQUIREMENTS OF F.B.C. 2017, LATEST REVISIONS, INCLUDING SECTIONS PERTAINING TO H.V.H.Z. ENOfE17t OF RECORD HEMW E70 FOKY RTBERVFB HS COMMON LW COPMQHr AND OMeR PROPERTY MGM N 7HIM PIANB. THE DE810N AND DRAW= ARE OwmIN AMAIN==W- ALEKANDER ROCHELL bA so EVER NOR AS9DIED 70 ANY # mmY FL P.E. 60735 ROCHEUJ 4W wnHour T7lSr aTnw�+o THE EOD'RtS3 WI Blam D MMSSIO0. M OOMMU OF O=sd Smumm Thm ,�4 SIRICRIML CORSUT116 hl ]OONEAOM t pm, 3mm"TM M. OF MIRIORtAAIORI ib 21U54 Z z no s T y E£ i W U a N + LL, W >_ I III ~ J u W U. R LL • ° s • • r • • • W G W re N W� W� w ;O 0 W W ~ J Z raphael levy AR00094779 comm no. 19-01 date: 4/24/2019 revised: S-1 sheet -no. PARTIAL ROOF FRAMING PLAN AT SUNROOM SCALE : 1/4"=V-0" PLAN NOTES: 1. EXIST. FINISH FLOOR ELEVATION = +0'-0", U.O.N. COORDINATE W/ARCHITECTURAL DRAWINGS 2. EXIST. TIE —BEAM ELEVATION = +8'-8" (VERIFY IN FIELD). 3. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, DRAINS, DRAINAGE SLOPE, ETC. NOT SHOWN ON THIS PLAN. ER - ROC.' 735 , AT ' W TO THE BEST OF W KNOWLEDGE THESE PLANS CONFORM 11 11IIiI TO THE STRUCTURAL REQUIREMENTS OF F.B.C. 2017, LATEST REVISIONS, INCLUDING SECTIONS PERTAINING TO H.V.H.Z. // \\ ENNI M OF RECORD NENW ElFFMY v� RESSM M COMMON LAY OOPMW MID OTM PROPERTY MMM N MAX PLANS. THE OF NA DRAMNOS ARE QMN= IN �N1Y FOIST i�AINR �iIAT ALEXANDER ROCHELL SO EVER NOR ADD TO ANY PARTY wnNaa mm omuA THE EXP E FL P.E. #60735 ROO*R.L90NEMN;.PIC WWM PERMOSION NO CONSENT OF 208 S•o•• k M SlIte RtAL COIIS1E7116 8181�1tS ROCRUL 0I01N0EW NC. Oad Risk Ratle E3134 CIM. OF A MMIUlDION NL 7M hL JOSC10.4018 - RCL• 3OLS A10 Z z �j < xs m y ££ 2 W Vo N LL W } � u III I- J U W LL R LL 101 = u • ••� mR • Q • o� • •••• •••••• • 1 • •••• •••••• • • • f•••••• O x • • A GW LL rVI � W � W�m0 FDA= q W W S J H Z raphael levy AR00094779 comm no. 19-01 date: 4/24/2019 revised: S-2 sheet no. TOP OF EXIST. ROOF +42 PSF +41 PSF 1 H+42 PSFJ g6TOP OF EXIST. ROOF EL. = +9'-8" 1 1-54 PSF i I 45 PSF11-54 PSF EL. = +9'-8" O O O 00 TOP OF TOP OF EXIST. SLAB EXIST. SLAB 11 V YEL. = +0'-0' EXIST. STRUCTURE (TO REMAIN) PARTIAL SOUTH ELEVATION (MASTER BEDROOM) SCALE : Y4"=l'—O" TOP OF EXIST. ROOF EL. = +9'-8" N� a N I 00 TOP OF EXIST. SLAB c±) I I EXIST. STRUCTURE (TO REMAIN) PARTIAL SOUTH ELEVATION SCALE : Y4"=l'-0" (SUNROOM) EXIST. STRUCTURE (TO REMAIN) PARTIAL WEST ELEVATION SCALE : Y4"=l'—O" (SUNROOM) v. ® , �0: , T.p TE OF Lu 44 •.FCOR00 10NA\- �I/IIIII►\\ KEY PLAN SCALE : N.T.S. TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM TO THE STRUCTURAL REQUIREMENTS OF F.B.C. 2017, LATEST REVISIONS, INCLUDING SECTIONS PERTAINING TO H.V.H.Z. EIIORM OF RMORD HF1E8I EIfpE89LY RESERVES HIS COMMON LAN OOVM0HT AND OTHfR PROPERTY NOHIS N THESE PLANE. THIS DESIGN MD DRREPRODUOMOAYO IN�ODS, ARE TO a TOED bA IN Amain FORM 6WMPI IIEIAT� ALEXANDER ROCHELL SD EVER NOR ASSOMED TO ANY PARTY TRIFIOUT FIRST ONUMN THE E VR6s FL P.E. #60735 ROCFELL ENL35IEERINIf, INC rlRrnErl PERMISSION MO CONSENT OF m Sao= SRSICREgL OmwAw TRGIm ROMILL DIGINM RNO. NR Cad GAIM, Rake 33134 CERT. IF NRIIORG'A IN Na 2M M. 30&$*A N - W 3MAIM149 raphael levy AR00094779 comm no. 19-01 date: 4/24/2019 revised: S-3 sheet no. TOP OF EXIST. ROOF EL. _ +9'-8" +41 PSF —45 PSF TOP OF EXIST. SLAB +OT EXIST. STRUCTURE (TO REMAIN) PARTIAL EAST ELEVATION SCALE : V4"=1'—O" (LI)ANG ROOM) PARTIAL GROUND FLOOR PLAN AT LIVING ROOM jk PARTIAL SOUTH ELEVATION ••:••: SCALE : V4"=1'—O" (LIVING ROOM) •••••• `9F-R R©C Q73 , O�0*-.FC OR�0P �Cj`\\�� KEY NLAN SCALE : N.T.S. TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM TO THE SIRUCRIRAL REQUIREMENTS OF F.B.C. 2017, LATEST REVISIONS, INCLUDING SECTIONS PERTAINING TO H.V.H.Z. BMW OF WORD HERM EXPVMW �J RESERWO W COMMON LAW cavrRaElr me OVER PROPFRIIf NO= N THESE ZAA PENOS. 7HS DMON NO OW MOa ARE NEWER 70 BE IEPNODOCED, NOR OWED N ALE XANDER ROCHEIL SO EM O ANY PAW T FM OU 77 FL P.E. J60735 ROCNE LL ENONEMM INC YAWM PEMNSSION AND OONSW OF 203 ti,.,,. SIRICN3EIL 71E0 Dom ROCEEIL ENDOWING, NO. Oad 4 RoAde 33134 ,a aO6.CMADN t W 3O3.EW.N4 CERf. OF AUINORIA m No. 27054 raphael levy AR00094779 comm no. 19-01 date: 4/24/2019 revised: S-4 sheet no. SCALE : Y4"=l'-0" \ \ / 2 /'/ \0 </ >3 3 ' I / 2 2 I I 2 OI 3 I I ® I I I I lO QI Wins & MW a = 5'-0" WIND LOADS ON COMPONENTS & CLADDING ZONE 10 SQ. FT. 20 SQ. FT. 50 SQ. FT. 100 SQ. FT. 200 SQ. FT. 500 SQ. FT. 0 -48.6 -47.3 -45.8 -44.5 -44.5 -44.5 O2 -81.5 -72.9 -61.9 -52.7 -52.7 -52.7 O -122.5 -101.6 -75.1 -52.7 -52.7 -52.7 ® -48.2 -46.2 -43.7 -41.4 -39.6 -37.1 O5 -59.3 -55.4 -50.4 -45.8 -42.1 -37.1 ®&O5 +44.5 +42.5 +40.0 +37.7 +35.9 +33.4 1. COMPONENT & CLADDING PRESSURES SHOWN HEREIN ARE GROSS & ARE BASED UPON Kd=0.85 & ALLOWABLE STRESS DESIGN METHOD (ASD) PER ASCE 7-10 & FLORIDA BUILDING CODE 2017 & SHALL NOT BE FURTHER REDUCED BY A FACTOR OF 0.6. 2. THESE PRESSURES ARE PROVIDED AS GENERAL GUIDELINES & ARE TO BE USED AS GENERAL INFORMATION & PERMIT ONLY. 3. IT IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AS A SPECIALTY ENGINEER TO CALCULATE & DETERMINE EA. WINDOW/DOOR WIND PRESSURES AS REQUIRED BY THE 2017 FBC CODE TO RESIST THE SPECIFIED DESIGN WIND PRESSURES SHOWN ON THIS PLAN. 4. ROCHELL ENGINEERING, INC. WILL NOT BE RESPONSIBLE FOR ANY DEFICIENCIES CREATED BY IMPROPER DESIGN, ERECTION, INSTALLATION OR OTHER OPERATIONS RELATED TO THE WINDOW/DOOR SYSTEM PART OF THIS PROJECT. 5. ALL EXTERIOR WINDOW & DOOR ASSEMBLY PRODUCT APPROVALS (NOA) SHALL BE SUBMITTED ALONG WITH THE CONTRACT DRAWINGS TO THE AGENCY HAVING JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. WIND LOADS PER ASCE 7-10 & 2017 FBC THIS STRUCTURE HAS BEEN DESIGNED AS "ENCLOSED" & REQUIRES IMPACT RESISTANT GLASS OR SHUTTERS TO COMPLY WITH FBC SECTIONS 1609.1.2 & 1626 Roc 60735 11 q - ATE OF `:4/ TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM ///� TO THE S RUCIURAL REQUIREMENTS OF F.B.C. 2017, LATEST REVISIONS, INCLUDING SECTIONS PERTAINING TO HMH.Z. 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ENOr M OF RE M WMf E10'Ii MY RESERVES life OPEW M ooPYRffilir AND 071fR PROPERTY NOFRS N 7FE.RE KAM 71AS OMM NO OPoWl M ARE NOM CW=N MY FON OR M n�� fninii W- ALEXANDER ROCHELL 80 EVER NOR ASSOM TO ANY PARTY WHOW F1W ONAMM IM DMS FL P.E. #60735 ROCHELL ENl1UEEPoNG, INC 1lRR'lE]1 PERY03SfON AND OONSENr OF 2Z swmmo kw SIIEfC m 001amm 910m ROMIML a mE> R m W. O"d AAfee, Rstle 33134 ON. OF NHIIMMU N Na ZW 71L• 3MAOAOAI - FA30LOW1N _-- _ raphael levy AR00094779 comm no. 19-01 date: 4/24/2019 revised: sheet no. STRUC T U RAL NOTES 1. 0040M A. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL GRADES, DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING WORK. IF DISCREPANCIES EXIST, CONTRACTOR SHALL NOTIFY IN WRITING ANY ERRORS, INCONSISTENCIES, OR OMISSIONS ON THE DRAWINGS TO THE ENGINEER FOR CLARIFICATION. PRIOR TO FABRICATION NI; INSTALLATION OF ANY STRUCTURAL MEMBERS B. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE AND ALL LOCAL. STATE AND FEDERAL LAWS. C. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT UMI7M TO: BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. INSPECTION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS D. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS CONSTRUCTION DOCUMENTS WITH ANY REVISED DRAWINGS AND SPECIFICATIONS, OR CLARIFICATION SKETCHES ISSUED DURING THE COURSE OF CONSTRUCTION. E. THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS MARK, ADJACENT PROPERTY AND THE PUBLIC, AND BE RESPONSIBLE FOR DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT. F. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COSTS INCURRED. G. CONTRACTOR SHALL COORDINATE STRUCTURAL AND OTHER DRAWINGS WHICH ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS. H. THESE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN AND EXTENT OF THE WORK AND ARE PARTLY DIAGRAMMATIC. THESE DRAWINGS ARE NOT INTENDED TO BE SCALED OR TO SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF. I. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. J. DEFICIENT WORK SHALL BE REPLACED OR REPAIRED, AS DETERMINED BY THE ENGINEER, AT NO COST TO THE OWNER, INCLUDING ENGINEERING COSTS INCURRED. K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE DURATION OF THE PROJECT WORK. THE STRUCTURAL ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS L ALL STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED BY THE STRUCTURAL. ENGINEER TO RESIST THE OODE-REQUIRED VERTICAL AND LATERAL FORGES THAT COULD OCCUR IN THE FINAL COMPLETED STRUCTURE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL REQUIRED BRACING DURING CONSTRUCTION TO MAINTAIN THE STABILITY & SAFETY OF ALL STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PROCESS UNTIL THE LATERAL -LOAD RESISTING OR STABILITY -PROVIDING SYSTEM IS COMPLETELY INSTALLED AND THE STRUCTURE IS COMPLETELY TIED TOGETHER. M. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT WHEN PLACED ON FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ACHIEVED DESIGN STRENGTH. N. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS ISSUED BY THE ARCHITECT. DISCREPANCIES SHALL BE BROUGHT TO ATTENTION TO THE ARC H17ECi/04GINEER BEFORE PROCEEDING WITH THE WORK. 0. ANY MATERIALS OF PRODUCTS SUBMITTED FOR APPROVAL THAT ARE DIFFERENT FROM THOSE SPECIFIED IN THE STRUCTURAL PLANS WILL BE REVIEWED AND APPROVED ONLY IF THE FOLLOWING CRITERIA ARE SATISFIED: 1. A COST SAVINGS TO THE OWNER IS DOCUMENTED & SUBMITTED WITH THE REQUEST. Z THE MATERIAL OR PRODUCT HAS BEEN APPROVED BY THE FLORIDA BUILDING CODE AND THE PRODUCT APPROVAL REPORT IS SUBMITTED WITH THE REQUEST. P. WHEN PERFORMING MARK BELOW GRADE. CARE SHALL BE TAKEN TO AVOID DAMAGING ANY EXISTING UTILITIES ALL UNKNOWN UTILITIES DISCOVERED DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPORTED TO ALL AFFECTED PARTIES, INCLUDING THE ARCHITECT/ENGINEER. Q. THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE DEMOLITION OF EXMTING STRUCTURES SUCH DEMOLITION SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EOSTING STRUCTURES Tn REMAIN. PROVIDE TEMPORARY SHORING WHERE REQUIRED. R. THE CONTACTOR SHALL VISIT THE SITE AND BECOME FULLY AWARE OF THE E LISTING CONDITIONS & EXTENT OF WORK REQUIRED TO COMPLETE THE PROJECT PRIOR TO THE START OF WORK. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY WORK PERMITS AND APPROVALS REQUIRED BY THE LOCAL AGENCY HAVING J IMSDICTION TO PERFORM THE WORK INDICATED. 2. STRUCTURAL S M A. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOURTEENTH EDITION OF THE ALLOWABLE STRESS DESIGN (ASO) 'MANUAL OF STEEL CONSTRUCTION' OF THE RISC, PUBLISHED N 2011. S. UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING ASTIR SPECIFICATIONS: MEN MML MIN, Sim STRUCTURAL TUBING (HSS) .................... A500 (GRADE B) .............................. 46 KSI STEEL PPE .......» ..................................... A53 (GRADE B) ..»................. ......... 35 KSI W SHAPES .................. ...................... _.. A992------------------ ..............»»............. 50 KSI OTHER ROLLED PLATES/SHAPES ..».»...... A36.... .............................................. 36 KSI CONNECTION BOL75.................................. A325................................................. 92 KSI ANCHOR BOLTS ............. .......................... F1554......... ... » .................. »............ 58 KSI C. HEADED STUDS SHALL BE NELSON GRANULAR FLUX -FILLED HEADED ANCHOR STUDS AND SHALL BE MADE FROM C-1015 COLD ROLLED STEEL AND SHALL CONFORM TO ASTM SPECIFICATION A-10% GRADES 1015-1020 WITH MINIMUM TENSILE STRENGTH OF 60 KSI. D. UNLESS OTHERWISE NOTED, ALL CONNECTIONS SHALL BE SHEAR TYPE CONNECTIONS AND DESIGNED BY THE FABRICATOR FOR THE FACTORED SHEAR FORCES INDICATED ON PLAN IN ACCORDANCE WITH THE ASTM SPECIFICATIONS FOR ALLOWABLE DESIGN. ALL BOLTS SHALL BE SHEAR/BEARING TYPE BOLTS AND BE 'SNUG -TIGHT'. E ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 USING E70-XX ELECTRODES (SMA UNLESS OTHERWISE NOTED, PROVIDE CONTINUOUS MINIMUM SIZED FILLET WELDS AS PER AISC REQUIREMENTS. ALL FILLER MA AL SHALL HAVE A MINIMUM YIELD STRENGTH OF 58 KSL ALL WELDING TO BE PERFORMED BY CERTIFIED WELDERS AS REQUIRED BY AWS & 2017 FLORIDA BUILDING CODE SLAG SHALL BE REMOVED FROM ALL WEEDS FOR INSPECTION. F. HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HODS SHALL BE PROVIDED WITH SMOOTH EDGES BURNING OF HODS AND TORCH CUTTING AT THE SITE IS NOT PERMITTED. G. ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO VIEW SHALL BE SHOP PAINTED WITH ONE COAT OF SSPC 15-68, RED OR GRAY OXIDE -TYPE PAINT. H. COLUMNS, ANCHOR BOLTS, BASE PLATES, ETC, HAVE BEEN DESIGNED FOR THE FINAL COMPLETED CONDITION AND HAVE NOT BEEN INVESTIGATED FOR POTENTIAL LOADINGS ENCOUNTERED DURING STEEL ERECTION AND CONSTRUCTION. ANY INVESTIGATION OF THE COLUMNS, ANCHOR BOLTS, BASE PLATES, ETC. FOR ADEQUACY DURING THE STEEL ERECTION AND CONSTRUCTION PROCESS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. I. STEEL FABRICATORS SHALL BE AN RISC CERTIFIED SHOP FOR CATEGORY I STEEL STRUCTURES AND MAINTAIN DETAILED QUALITY CONTROL PROCEDURES AS REQUIRED TO SATISFY THE SPECIAL INSPECTION REQUIREMENTS OF THE 2017 FBC. J. ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO WEATHER, SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153-05 AND A123/A123161-04. PROVIDE GALVANIZED BOLTS FOR STEEL PERMANENTLY EXPOSED TO WEATHER. GALVANIZING SHALL BE DONE BY BOLT MANUFACTURER. K. FIELD CUTTING OF STRUCTURAL STEEL IS NOT PERMITTED EXCEPT WHERE ACCEPTED BY THE ENGINEER OF RECORD IN WRITING. CUTTING OR ENLARGEMENT OF BOLT HOLES WITH TORCHES IS STRICTLY PROHIBITED. L CONTRACTOR TO OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR PROPER FABRICATION AND INSTALLATION OF WORK PRIOR TO DETAILING. PRECISE MEASUREMENTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. M. FOR FIREPROOFING REQUIREMENTS AND ASSEMBLIES REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS N. A REGISTERED PROFESSIONAL ENGINEER SHALL INSPECT THE WELDING AND BOLTING OF STRUCTURAL STEEL FRAMINGS AS PER SECTION 2214.3.4 OF THE 2014 FLORIDA BUILDING CODE. 0. GROUT FOR COLUMN BASE PLATES AND PRESET BEARING PLATES SHALL BE NON -SHRINK, NON-METALLIC GROUT WITH A COMPRESSIVE STRENGTH OF AT LEAST 5,000 PSI IN 28 DAYS. 3. wm/'mm A. ALL STRUCTURAL WOOD PRODUCTS USED SHALL CONFORM TO THE NDS, LATEST EDITION AND THE 2017 EDITION OF THE FBC. B. ALL WOOD FRAMING MEMBERS SHALL BE NO. 2 SOUTHERN PINE OR BETTER WITH A MINIMUM ALLOWABLE BENDING STRESS OF 800 PSI, MODULUS OF ELASTICITY OF 1.800.000 PSI, MINIMUM ALLOWABLE SHEAR STRESS OF 175 PSI AND 19% MOISTURE CONTENT IN ACCORDANCE WITH NDS AND AITC STANDARDS C. ALL WOOD MEMBER SIZES SHOWN ON THESE PLANS REFER TO STANDARD NOMINAL D. ALL MECHANICAL METAL CONNECTORS USED IN THE CONNECTIONS OF WOOD MEMBERS SHALL HAVE A PRODUCT APPROVAL FROM MIAMI-DADE COUNTY OR THE 2017 FBC. ALL FASTENERS SHALL BE ADHERED TO AS STATED AND SHOWN ON THESE PLANS AND THE MIAMI-DADE NOTICE OF ACCEPTANCE (NOA) OR FBC APPROVAL FOR ALL CONNECTORS E PRESSURE TREATMENT WHERE REQUIRED HEREIN SHALL CONFORM TO AWPI SPECIFICATIONS A TREATMENT WITH A MINIMUM RETENTION IN POUNDS PER CUBIC FOOT OF 0.40 FOR TIMBER ABOVE GROUND AND WATER 0.80 FOR TIMBER IN DIRECT CONTACT WITH THE GROUND. ALL PRESSURE TREATED WOOD SHALL BE SOUTHERN PINE, MEETING NATIONAL FOREST PRODUCTS ASSOCIATION GROUP 3 F. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PREASSURE TREATED (P.T.). lj:_. r r . It3:t F. THIS STRUCTURE HAS BEEN DESIGNED TO COMPLY WITH THE LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE (2017 EDITION) AND OTHER REFERENCED CODES & SPECIFICATION& G. THE STRUCTURE IS DESIGNED FOR THE FOLLOWING LOADING: SUPER AJEQ= um ROOF.....................................................................20 PSF.........................................................30 PSF GROUND FLR.....».................. »..»................. .....».... 35 PSF............................ ........................ »».40 PSF H. WAND LOADS ARE BASED ON ASCE 7-10 & 2D17 FBC REQUIREMENTS, 3 SECOND SUSTAINED WIND GUSTS OF 175 MPH AT HURRICANE OCEAN LINE, EXPOSURE 'D' & IMPORTANCE FACTOR OF 1.0. INTERNAL PRESSURE COEFFICIENTS (GCPI)-f0.18, WIND DIRECTIONALITY FACTOR, Kd -0.85 h CATEGORY II BLDG. CLASSIFICATION. THIS STRUCTURE HAS BEEN DESIGNED AS 'ENCLOSED' ! REQUIRES IMPACT RESISTANT GLASS OR SHUTTERS TO COMPLY WITH FBC SECTIONS 1809.1.2 & 1626. AVER R0,,y�'/� 35 �q ; v cuu? i1//SS/ONA \ IIIII\ TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM TO THE STRUCTURAL REQUIREMENTS OF F.B.C. 2017, LATEST REVISIONS, INCLUDING SECTIONS PERTAINING TO H.V.H.Z. i z V LL I11 J LL LL III O U Z' nn W a J! m_ n E 3� •••••• •••• •••••• •••• • •• ••••• •••••• • wad ••••• •••••• •• •• • •Li •••••• • Wad. Z0 O O W Ill J Z ENMER OF RE EIPIIE83LY 000 H LAW RI>3ETNES � OONION LAW caPrlWOIIr FINEIR NO OIFER PROPERTY IIAHM N THESE ZZIAL PLANS. THIS WIN NO DRMARE rfiFfAMM CM�NEO�S, HIMIM NOR MY c"mN fm OR mwN�ww_ SD EVER NOR ASSIGNED TO ANY PARTY WIODUI FIM 081AN0 TE EIS ALE XANDER ROCHELL P.E.160735 ROCHELL9Rf 1G,NC WWITEN PERIR3910TN NID CON9EM OF 205 Smgkm Ar SmEalAWL CONSi = OEiFFIiS RDCHIML E 101435 ElO, NC. Cad COMM FMMda 33134 CBI. OF AMOVA1011 NL 27054 EEL• 3MAM400 — WL• 30ILMA14E raphael levy AR00094779 comm no. 19-01 date: 4/24/2019 revised: S-9 sheet no. ES WINDOWS, INC. SEMI ES SGD 2020 SLIDING GLASS DOOM LARGE AND S M ALL M 1 SS I LE IMPACT DOORS RATED FOR LARGE AND SMALL MISSILE IMPACT. LAMINATED GLASS AND IMPACT SHUTTERS ARE NOT REQUIRED. INSULATED -LAMINATED GLA55 LARGE AND SMALL M1551LE IMPACT. SERIES 5GD 2020 SLIDING GLA55 DOOR APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (201 7) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (201 7) SECTION AS APPLICABLE. METAL STRUCTURES NOT BY NR ARCHITECTURAL PRODUCTS, INC. TO BE DESIGNED 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 LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS. INSTRUCTIONS: USE CHARTS AS FOLLOWS STEP I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE ALLOWABLE CONFIGURATIONS ON SHEETS EG THROUGH E 12. SEE CHARTS ON SHEET G I FOR ALLOWABLE DESIGN LOAD BASED ON DESIRED GLASS TYPE. SEE CHARTS ON SHEET K I FOR INTERLOCK DESIGN LOAD. STEP 3 FOR FREESTANDING JAMB USED AT 2 TRACK OR 3 TRACK, SEE CHARTS ON SHEET J I AND J2 FOR REINFORCING LEVEL AND CAPACITIES. STEP 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 DESIGN LOAD SPECIFIED IN STEP I ABOVE. STEP G THE LOWEST VALUE RESULTING FROM STEPS 2 THRU 5 SHALL APPLY TO ENTIRE SYSTEM. �co co Z L-� a c1lN U z coCQ M Z < aw J u1 N tko wZ W z 0 o z ;co W C Q o J U u co to .. co J I FL #222G7 0 CV LIMITATIONS OF USE CV 0 THIS PRODUCT EVALUATION DOCUMENT �r A. (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE , INFORMATION FOR A SITE SPECIFIC Cn PROJECT, i.e. WHERE THE SITE w CONDITIONS DEVIATE FROM THE P.E.O. CONTRACTOR TO BE RESPONSIBLE FOR B THE SELECTION, PURCHASEAND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. O THIS PRODUCT EVALUATION DOCUMENT C_ WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. SITE SPECIFIC PROJECTS SHALL BE o D _ PREPARED BY FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. a THIS P.E.D. SHALL BEAR THE DATE AND E _ ORIGINAL SEALAND SIGNATURE OF THE PROFESSION OF RECORD 4 THAT e ll A %, 4 l 0 0 E. �� R�EEGII RA'TIQpk �i� �� 3 Drawn Date Scale i Xy 28677 • i 70-72-2078 AS SHOWN ` / T • ` DRAWING NO. z ' AD16-29 m COVER Sheet Na. 01 OF 59 CLUSTER OF ANCHOR 4,G,8 OR 10 SEE SHEETS AG * A7 FOR ANCHOR TYPES * SHEETS A I THRU GO" PANEL WIDTH A4 FOR CAPACITIES (TYP.) 50 MAX. FALSE MUNTIN L.O. OPTIONAL FOR ANCHORED, SEE SHEET J3 w F— w ,w - 09 1� N u— = z 0 Q - 383 1 5/ 1 G" MAX. FRAME WIDTH GO" GI 1 1/ 1 G" PANEL WIDTH PANEL WIDTH GO" GI I I/ I G" PANEL WIDTH PANEL WIDTH NCHOR5 IN PAIRS UNION SPLICE L 1A 1 7 =1= I- I g 9 10 11 ell( — D4 I10 D4 ° °P D4 X D5 X D5 X 0 13 14 15 16 17 pg D6 D6 D7 D7 II F =fl II II 2A 2 I D1 v 18" MAX HEAD/51 LL CORNER ANCHORS AT_// FREESTANDING JAMB USE 2,3 OR 4 (HALF OF NUMBER OF ANCHOR REQUIRED AT MEETING 5TI LE) (1) L J 1 8" M 3" 3" O.C. TYP. CLUSTER OF ANCHOR 4,G UNION SPLICE OR 8 SEE SHEET A8 FOR TYPICAL EXTERIOR ELEVATIONS (OXXXXXXXP) ANCHORS TYPE $ SHEET A5 FOR CAPACITIES. (TESTED UNITS SHOWN) GII 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 GO" GO" PANEL WIDTH 8 D4 X OFF 14 D6 OPP PANEL WIDTH t12 X 18 D7 I L �CO ..co co U o CO Z I- N cQ 4 TRACK t9 z MCtw HEAD ANCHORS Z aw 1D W W Z w ANCHORS AT Z o FREESTANDING JAMB 0 Z �c 00 USE 2,3,4 OR 5 (HALF Z N �M OF NUMBERS OF W c" *Q o —ANCHOR REQUIRED AT 3w MEETING STILES) U r - a li I POCKET •• ••• •• d •••:,• ,• � •,•••s OPTI N ...I... oleo* co POCKET NOT PART TH15 •� ••�•� d . APPR VAL. TO BE.V\*10WED U .••�• BY AHJ..•• ,•• Z } •� •• Q j M X I I o LL • •j " II •• z z 3 Q Z C �c\1 N u)� LID o W O J w �m 0 0 Drawn Date Swle 10-12-201 B DRAWING NO. AD16-29 E1 Sheet No. 02 OF 59 CLUSTER OF ANCHOR 4,G,8 OR 10 SEE SHEETS AG $ A7 FOR ANCHOR TYPES * SHEETS A I THRU A4 FOR CAPACITIES (TYP.) FALSE MUNTIN OPTIONAL FOR ANCHORED JAMB, SEE SHEET J3 c� w = = - cD LLJ W Q0 in LL- z — D 0 m G 1 3/4" PANEL WIDTH 5G" MAX. \ D. L.O. GO" PANEL WIDTH 3 1, 3" 359" MAX. FRAME WIDTH GI I I/IG" PANEL WIDTH ANCHORS IN PAIRS AT HEAD/JAMB 19 D8 IIII `y ll /% / 20 j D8 21 D8 3A 3 D2 D2 22 D9 25 26 27 28 D10 0 I) X D10 X D10 X D11 II II F =T 4A 4 D2 D2 ANCHORS AT FREESTANDING JAMB 5" MAX. USE 2,3 OR 4 (HALF OF HEAD/SILL NUMBER OF ANCHOR CORNERS REQUIRED AT MEETING STILE) m� Q0 GO" FAN EL WIDTH —GI 1 1/ 1 G" GO" PANEL WIDTH PANEL WIDTH UNION SPLICE 21 20 30 D8 OP D8 P D12 27 / 26 / 31 e111 X D10 P X D10 PH X D12 18" MAX. 3" 3" UNION SPLICE HEAD/51 LL CLUSTER OF ANCHOR 4,G TYPICAL EXTERIOR ELEVATIONS (XXXXXXP) OR 8 SEE SHEET A8 FOR ANCHORS TYPE t SHEET A5 (TESTED UNITS SHOWN) FOR CAPACITIES. 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" 3 TRACK HEAD ANCHORS ANCHORS AT _FREESTANDING JAMB USE 2,3,4 OR 5 (HALF OF NUMBER OF ANCHOR REQUIRED AT MEETING STILE) • POCKET POCKET NOT PART OF THIS APPROVAL. TO BE REVIEWED BY AHJ. �C ..co mCO 4 °' r. Z cQc Z 0cl G Z < LL D W 0 . m W 0 C w Z 0 �7 z W CQ g O U �- d •r- •••• • p N U• .O . O Z•.••� . . p • � ••• U m J X Q JM LL O LL 0 (N -Lo Z�¢r z z N cli L0 W O CV CD N w o F- ci) w �m 0 0 Drawn Date Swle 10-12-2018 DRAWING NO. AD16— 29 E2 Sheet No. 03 OF 59 CLUSTER OF ANCHOR 4,G,8 OR 10 SEE SHEETS AG t A7 FOR ANCHOR TYPFc1 t SHEETS A I THR CAPACI' AN FREESTANE USE 2,3,4 C OF NUMBER 0 REQUIRED A T FREEST/ USE 2,3 0 NUMBER ur- AN(,r-IVK REQUIRED AT MEETING STILE) Ln�_— 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" IEiji MAX. 3" 3" 3" TYPICAL EXTERIOR ELEVATIONS (XXXXP) (TESTED UNITS SHOWN) 2 TRACK HEAD * SILL ANCHORS POCKET POCKET NOT PART OF THI5 APPROVAL. TO BE REVIEWED BY AHJ. 10R 4,G OR 8 SEE SHEET A(5 FOR ANCHORS TYPE � SHEET A5 FOR CAPACITIES. �cc) -00 U o w Z rZ a cQ0 a 0 z Mcj m Z < o W N W Z w Z 0 0 Z -0 w Im g o r+ G` U U Im- q a • U .. COP .....14 • :0 p U• Z.,.. . o � • • • � '^ m co3 V/ M O Q J� n Z Q r Z Z J o 04 N U U') 10 ) W N O N 0 H cD w •�`�� W ANi ��i, REG� ! 'Y 0 At� 3 %N. 28677 •% * : T 0>F • to Gibe fill Oct 29th 2018 0 >° m 0 O mz Drawn Date Smie 10-12-2018 DRAWING NO. AD16-29 E3 Sheet No. 04 OF 59 00 CLUSTER OF ANCHOR 4,G,8 OR 10 SEE SHEETS AG * A7 FOR ANCHOR TYPES 4 SHEETS A I THRU A4 FOR CAPACITIES (TYP.) FALSE MUNTIN OPTIONAL FOR ANCHORED JAMB, SEE SHEET J3 565 114 MAX. FRAME WIDTH 59" GO" GI I I/ I G" PANEL WIDTH GO„ PANEL WIDTH PANEL WIDTH -G" MAX. typ. PANEL WIDTH GO" 50 MAX. GI I I / I G" GO" L.O. PANEL WIDTH D.L.O. PANEL WIDTH PANEL WIDTH NCHOR5 IN PAIRS UNION SPLICE I dill I I '6�L I I 'd I 1 1 -4 dL D11 D1.1 7 / 8 (49 10 / 10A 11 A D4.1 D4.1 D4.2 D4.2 X X X 0 15 16 16A 17 D4.3 D4.4 D4.4 D4.3 D4.3 D4.4 II II 2A 2 I I D1.1 D1.1 1 8" MAX. HEAD/SILL CORNER ANCHORS AT FREESTANDING JAMB USE 2,3 OR 4 (HALF OF NUMBER OF ANCHOR REQUIRED AT MEETING STILE) 0) I . /. .l l \ G 1 1. 18" M . 311 1 DT J 3" O.C. TYP. CLUSTER OF ANCHOR 4,G OR 8 SEE SHEET A8 FOR ANCHORS TYPE 4 GO" PANEL WIDTH 4. D4.2 / �8 D4.1 D4.1 X OFF. X OPP X OFF 16A 16 15 D4.4 D4.4 D4.3 OPP. OPP OPP UNION SPLICE TYPICAL EXTERIOR ELEVATIONS (OXXXXXXXP) (TESTED UNITS 5HOWN) GO" PANEL WIDTH GO" PANEL WIDTH 5 TRACK ,D ANCHORS CHORS AT ESTANDING v1B USE 2,3,4 .5 $1 • 2 / 1 �2 t•Q • Ls :1 • • • D4.1 D4.2 • • _� X OFF. O OP.TI Al 18 POPP D7 • : • • 0 • • . • . O • o � 41 o J 0 N POCKET NOT PART OF THIS N APPROVAL. TO BE c� REVIEWED BY AHJ. MAX. WEEP HOLE LAYOUT 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" FOR INTERLOCK CAPACITY SEE CHARTS SHEET K I w rCO —m o� CQc Z mC m F aw -i J Z J z 0 N w r 0 y ' .1 U 9 z �co a g IN o r+ U _ 3w J � - r. ai 03 40 a • •..••• •n U• � �j W M O Q LL n r- Z_ Q� \ Z � s N N L W o w om 0 z Drawn Date Scale 10-1&2018 DRAWING NO. AD16— 29 E4 Sheet No. 05 OF 59 �m ..co ., m U o Z CQc a SLIDING DOOR WITH 900 1 350 TURN z 00 0 F.W. ? aw a LL W Z w Z CLUSTER OF ANCHOR 5 z ��,� � 4,G,8 OR 10 SEE SHEETS Z N Qc) AG * A7 FOR ANCHOR �� } W g cq o TYPES * SHEETS A I THRU Q A4 FOR CAPACITIES (TYP.) O90.1U "' to F.W. auk tm 41 ... .. MAX. PANEL p • V •• P.W. E.Q. O� ..•••• •• ••• •• MAX. D.L.O. D.L.O. o .... .. I• •••.•• • •s•.• ..,... co .. • • • • N x . . U em a •• • •�•s G] m o 43 co w M '� D4.5 O N to Z Z Z � Q _ = 45 / N w 0 D4.6 I cn w� o w p x II o LL1 = J N O J W 0 F Q Cn O ch Oo W I s` CLUSTER OF ANCHOR 4,G / �OR 8 SEE SHEET A8 FOR ANCHORS TYPE * SHEET A5 FOR CAPACITIES. s CORNER MULLIONS WA,tI�� •. REGI TRAY L 3 Drawn Dale Scale i A.N. 28677 i iai2-2018 • * • � DRAWING NO. • oLu ; ? :�; AD16-29 ♦ •. F NOTE: CAPACITY FOR SGD WITH EQ WIDTH(W) AND ♦♦�i �•'•• Q•P••F�i EQUAL LOAD AT BOTH SIDES. FOR UNEQUAL i SS111 114% `� E5 CONDITIONS TO BE CHECKED SEPARATELY. Sheet No. Oct 29th 2018 06 OF 59 PANEL W MAX. E.Q. E.Q. D.L.O. MAX. D.L.O. I 44 D4.5 X 46 D4.6 I SLIDING DOOR WITH CORNER STILES PANEL W. ce.o. ar Bom soe� F H ALLOW. DESIGN LOAD (IN) (IN) (+) PSF (-) PSF 48 120 90 102 54 88.3 100. I GO 79.5 42 12G 90 102 48 85.8 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. I 98.7 42 74.7 84.G 48 G5.3 74. I 3G 144 7G.7 8G.9 42 G5.7 74.5 48 57.5 G5.2 w 1Y 0 0 0 APPROVED CONFIGURATION DOORS (NON -REINFORCED SHOWN) SEE SHEET KI FOR Dp AND REINFORCING OPTIONS DOOR FRAME WIDTH D4 D5 X � PP e1 X D4 DS X 11'' DS PP X � PP � PP #0 0 XXXXXXXO (SHOWN) OXXXxO(X DOOR FRAME WIDTH 7 8 / 9 / D4 10 DS x 11 10 D5 PP x 9 D4 OP 8 7A D4 D4 DS x D4 PP x D4 P X XXXXXXXX (SHOWN) OXXXXXXO DOOR FRAME WIDTH 04 0 DS D4 D4 IM K111<X -4/ 0 r` co LAMINATED GLASS OPTIONS 511OWN. 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 r` z` c a TRACKS), D 13 TO D I G FOR (2 TRACKS). 0 z MC DOOR FRAME WIDTH Z Q •x roc I �I�iv� D4 OPP. IL D410 DETAIL D4 DETAIL Do DETAIL D5 DETAIL p5 OPPA L D4 OPPA L D4 OPP.IL 4 BAIL •••••• • DCX)R FRAME WIDTH •••••• PANEL WIDTH DETAIL WETAIL 10 DETAIL DETAIL D4 OPP.IL D4 D4-' D5 DOOR FRAME WIDTH PANEL WIDTH II OXXX (SHOWN) r� KIVK XXXO D4 DETAIL D DETAIL D DETAIL DO DETAIL XXXX NOTES: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. SEE CHART ON SHEET G I FOR GLASS CAPACITIES AND GLASS OPTIONS. 3. FOR APPLICABLE DESIGN PRESSURES SGD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET r\ 1. 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL SEE SHEET A I TO A8. FOUR (4) TRACKS 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 7A DETAIL D4 SIM. D LL 7 . w C w Z w Z 0 y I^ � Z N �M wg cQ W� U • r • • s • • N • • r O Z v "go" o J 0 M Q Ju- cj Z 3: Q r z v Q �z � O N 1 N �/� 04 V J LO O n 10 DETAIL 9 DETAIL 8 DETAIL 7A DETAIL o W O v D5 OPP. D4 OPP. D4 OPP. D4 04 F C,7 I W 1�b1/1 0 �6 Drawn Date SmIe 10-12-2018 DRAWING NO. AD16— 29 E6 Sheet No. 07 OF 59 APPROVED CONFIGURATION POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET KI FOR Dp AND REINFORCING OPTIONS DOOR FRAME WIDTH D5 P D4 04 IM 04 DS ~ X PXXXX (SHOWN) XXXXP ITST6 a7WUMIMEm1•jra 8 / D4 9 / D4 10 DS 11 10 D5 PP 9 D4 PP 8 D4 OP 12 DS D5 X X X X X PXXXXXXXXP (SHOWN) PXXXXXXXXX XXXXXXXXXP OXXXXXXXXP PXXXXXXXXO FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND ARE TO BE REVIEWED BY AHJ. LAMINATED GLASS OPTIONS SHOWN. NON -REINFORCED DETAILS SHOWN. om SEE DETAILS FOR INSULATED LAMINATED OPTION. FOR REINFORCED DETAILS, SEE SHEET D4 Z �6 TO D7 FOR (4 TRACKS), D8 TO D 12 FOR (3 — r- Z- cQC11 TRACKS), D 13 TO D I G FOR (2 TRACKS). N z M$ DOOR FRAMF WIDTH J DETAIL 4 DETAIL D DETAIL D DETAIL D4 S MAIL D5 O flrl%1D FDAAAF IA/I n1T PANEL WIDTH D5 ODETAIL D4 DETAIL D4 DETAIL D5 DETAIL DS DETAIL NOTES: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. SEE CHART ON SHEET G I FOR GLASS CAPACITIES AND GLASS OPTIONS. 3. FOR APPLICABLE DESIGN PRESSURES SGD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET K 1. 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL SEE SHEET A I TO A8. 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER PBC. W CO Z MI W 0 w Z O U v Z �cc) >� NN W Q cc o J U V � - C L �4 00 R U •••••• ••• •••••• • • • • • TE • • • • � •• •• •s• •••••w • pU••.:� •••• p Z to D5 OPP.IL D4 OPP.IL D4 OPP IL D5 DETAIL %%`%r_' WA1N�`-'-- REEGIIjRN* 01, 3 .N. 28677 • y • y • • 7� • T - • / ELU .0 t Oct 29th 2018 O �• % P (/) We��' J ILL O LL 0 0 to (DZ 3: Q z 04 N � to to O w O GV CD c) H U) w o 0 �m 0 0 Drawn Date Scale 10-12-2018 DRAWING NO. AD16-29 E7 Sheet No. 08 OF 59 L IL L w Q u- W C C c APPROVED CONFIGURATION POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET K I FOR Dp AND REINFORCING OPTIONS DOOR FRAME WIDTH OF / // 70 D12 PP. 20 D8 21 D8 24 � D9 U PXXX (SHOWN) XXXP DnnR FRANAF WIDTH 20 � DB 21 , DB 22 21 20 D8 PP 30 D12 D9 DB OPP PXXXXXXP (SHOWN) DOOR FRAME WIDTH 30 D12 OPP OF 20 08 / 21 DS 22 / 21 D8 OPP. / 20 24 D9 SIM. D9 DS OF. O // (/0<)— / %' PXXXXXX (SHOWN) XXXXXXP DOOR FRAME WIDTH 30 D12 OPP / 20 DB / 21 N 22 / 21 / 20 23 D9 OPP. D8 OPP. D8 OPP. D9 SIM. 0 L PXXXXXO (SHOWN) OXXXXXP THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND ARE TO 5E REVIEWED BY AHJ. W u DOOR FRAME WIDTH EXTERIOR o OPPAIL D8 DETAIL D8 DETAIL D IL'1il•7��i91i�lil 20 DETAIL DOOR FRAME WIDTH r` m co. NON -REINFORCED DETAILS SHOWN. FOR REINFORCED DETAILS, SEE SKEET D4 TO D7 FOR (4 TRACKS), D6 TO D 12 FOR (3 Z �N a TRACKS), D 13 TO D I G FOR (2 TRACKS). (� rn z M� Z Q j a LAMINATED GLASS OPTIONS SHOWN. SEE DETAILS FOR INSULATED LAMINATED OPTION. m W q o OETAIL 8 DETAIL D8 DETAIL D9 DETAIL 21 DET L (20 D8 OPP.IL D i 2 DETAIL PAt`IFI 1A/IfITH DOOR FRAME WIDTH o OPPAIL 8 DETAIL 2 DETAIL D9 DETAIL D DOOR FRAME WIDTH PANEL WIDTH 2 DETAIL 20DETAIL D8 OPP. OPP. O OPPAIL 2 DETAIL D8 DETAIL 222 DETAIL 2 DETOPPOPP. IL 2O IL NOTES: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. SEE CHART ON SHEET G I FOR GLASS CAPACITIES AND GLASS OPTIONS. 3. FOR APPLICABLE DESIGN PRESSURES SGD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET K I . 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL SEE SHEET A I TO A8. 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 24 DETAIL D9 SIM. LIJ Z Z O o 01 .tea w U W U Z IN Q J G7 0 c� c O O co U � • _�xy • • v • r` v •••• • Q —• i o • • • • (n crip •X.. LLI J c, Q Q _ILL O LL Q t` Z Q r Z Z U O N 04 ul) Lo CDLLI O N O J C� cb W E. 4r REG11 jS�.RA•Vt* , 23 DETAIL ; Le83 D9 SIM. ' A.N. 28677 • 0 lu • '2 it • �. ��; ri •••� Ora.•"�a�� m 0 o" Drawn Date Scale iai2-2018 DRAWING NO. AD16— 29 E8 Sheet No. 09 OF 59 FL LL Q c c C IL G Q IY W c c C APPROVED CONFIGURATION DOORS (NON -REINFORCED SHOWN) SEE SHEET KI FOR Dp AND REINFORCING OPTIONS DOOR FRAME WIDTH 23 20 p' D8 21 i' D8 24 D9 09 SIM. T / /X OXX (SHOWN) XXO XXX ($ REVERSE) DOOR FRAME WIDTH 19 20 /� 21 DS 1 22 21 / DB OPP. XX 20 4 19 D8 ej OPP. X DB DB D9 X 08 OPP. XXXXXX (SHOWN) OXXXXO DOOR FRAME WIDTH 24 21 / 20 22 20 / D8 21 D8 24 D9 X D9 OPP. D8 OPP. OB OPP. D9 SIM. X XXXXXX (SHOWN) DOOR FRAME WIDTH 24 20 DS 22 20 / DB OPT. 21 23 D9 OPP. D8 D9 OS OPP. D9 �j O XXXXXO (SHOWN) OXXXXO THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND ARE TO BE REVIEWED BY AHJ. DO(-)R FRAME WIDTH EXTERIOR D9 SIMAIL D8 DETAIL j8 DETAIL D9 DETAIL DOOR FRAME WIDTH NON -REINFORCED DETAILS SHOWN. FOR REINFORCED DETAILS, SEE SHEET D4 TO D7 FOR (4 TRACKS), D8 TO D 1 2 FOR (3 TRACKS), D 13 TO D I G FOR (2 TRACKS). LAMINATED GLASS OPTIONS SHOWN. SEE DETAILS FOR INSULATED LAMINATED OPTION. DAILIL DETAIL D8DETAIL IL8 DETAIL D8 D9 D8 OPP.Ds PP DOOR FRAME WIDTH D4 OPPAIL Dg DETOPPAIL D8 OPPAIL(2)DETAIL p9 S MAIL D8 DETAIL 2 ) DETAIL D4 DETAIL DOOR FRAME WIDTH >` co U o00 Z . of G :` I- C11C (� z 0 W m Z F aw J WN w Z w Z () U �+ Z ; 00 Z N co wg 0 U �- W a U U � •••••• U) ••••• • • n � • r • v pU...: w Z: } E? 0 C/) COO �� QW M J O Q J li 1L C9 r- Z Z Qr- z V o co :3N U) (n to i^o o W CD CN O F v! W Drawn Date I Scale 10-12-2016 DRAWING NO. AD16-29 E9 Sheet No. 10 OF 59 APPROVED CONFIGURATION DOORS (NON -REINFORCED SHOWN) SEE SHEET KI FOR Dp AND REINFORCING OPTIONS DOOR FRAME WIDTH 33 35 37 D13 D14 D14 OFF. XO (SHOWN) OX DOOR FRAME WIDTH 33 K� 35 K� 33 D13 D74 D13 OFF. DOOR FRAME WIDTH 32 36 35 D14 SIM. 37 D13 D14 OFF. 014 // 0 L,� e/ X L // 0 =::� OXO (SHOWN) OXO (REVERSE) DOOR FRAME WIDTH 37 35 38 D14)] 35 37 D14 D14 D14 D14 OFF. OPP. Sim. SIM. 0 0 X e/ 0 OXXO (SHOWN) XXXX (SIMILAR) TWO (2) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND ARE TO BE REVIEWED BY AHJ. DOOR FRAME WIDTH PANEL WIDTH EXTERIOR AIL (35-DETAIL o 4 DETAIL D 3 OPP. DOOR FRAME WIDTH PANEL WIDTH D 3 D PAIL D 4 DETAIL D 3 S MAIL DOOR FRAME WIDTH PANEL WIDTH LA LINVN D 3 DETAIL D 4 DETAIL o 4 DETAIL p 4 OPPAIL DOOR FRAME WIDTH PANFI_ WIDTH co LAMINATED GLASS OPTIONS SI-IOWN. NON -REINFORCED DETAILS SHOWN. ~co SEE DETAILS FOR INSULATED LAMINATED OPTION. FOR REINFORCED DETAILS, SEE SHEET D4 U om TO D7 FOR (4 TRACKS), D8 TO D 12 FOR (3 Z — t` a TRACKS), D 13 TO D I G FOR (2 TRACKS). ,`c (� z M� ®ono Z < 13/ D W W Z w Z O U ,tea Z m Z N Ce) wg N 0 00 WC U U � • • • •••••• • •• • •••••• • • • • X .....� O �. >- • *4 C •• • . e" c+� tn•m •. w O r- Z_ 3:a Z z 0 > v N O 04 O to > O W to CV O LLI F— r^� V 1l? U) W LA I DETAIL 4 DETAIL D 14 O PAIL - 4 OPP.IL NOTES: ° 4 S MAIL E1 o 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. SEE CHART ON SHEET G I FOR GLASS CAPACITIES AND GLASS OPTIONS. 3. FOR APPLICABLE DESIGN PRESSURES SGD REINFORCING LEVEL I , 2 OR 3, SEE SHEET K I . 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL SEE SHEET A I TO A8. 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 0H 3 >, Am n O K� Drawn Date Scale 10-1&2D11 DRAWING NO. AD16-29 E10 Sheet No. 11 OF 59 APPROVED CONFIGURATION POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET KI FOR Dp AND REINFORCING OPTIONS DOOR FT RAMS WtDTH I I FRAME WIDTH ~ 34 33 L C9 D73 D13 w OPP. L 0 0 O XP (SHOWN) PX (REVERSE) f)nnR FRAMF WI )TH 3sfl u �'�/ D73 D14 OPP. LAILNVI\ 34 DETAIL 33 DETAIL DI3 OPP. DI3 PXXP DOOR FRAME WIDTH 36 / D14 OPT. u D13 D14 D14 OPP. / ��m PXXXXP DOOR PKAME WIDTH PXXXX (SHOWN) XXXXP (REVERSE) PXXXO TWO (2) TRACKS OXXXP POCKETS ARE NOT PART OF THIS APPROVAL AND ARE TO BE REVIEWED 5Y AHJ. DOOR FRAME WIDTH F 34 D13 OPP. 35 014 33 D73 X X � U — 0 D_ L— PXX (SHOWN) XXP (REVERSE) DOOR FRAME WIDTH DI3 OFF. D1 OPPAIL D 3 DETAIL DOOR PKAME WIDTH LAMINATED GLASS OPTIONS SHOWN. NON -REINFORCED DETAILS ShOWN. SEE DETAILS FOR INSULATED LAMINATED OPTION. FOR REINFORCED DETAILS, SEE SKEET D4 TO D7 FOR (4 TRACKS), D8 TO D 1 2 FOR (3 TRACKS), D 13 TO D I G FOR (2 TRACKS). FRAME WIDTH DI3 OFF. D 4 DETAIL D 3 DETAIL D 1yDETAIL D 4 DETAIL D 14 OPPAIL D 4 OPP AIL D I3 DETAIL DOOR FRAME WIDTH DETAIL DETAIL DI3 OPP. D14 NOTES: D14 OPPAIL D14 ODPPAIL DI3 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. SEE CHART ON SHEET G I FOR GLA55 CAPACITIES AND GLASS OPTIONS. 3. FOR APPLICABLE DE51GN PRE55URE5 5GD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET K 1. 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL SEE SHEET A I TO A8. 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J i TO J4. G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER PBC. • • • •••••• • • z` CO �co Z NN d (� z �vi CQ m Z F a G4 y W W Z w Z 0 y c� Z �M co W g w� o G�" •� U c L) lei• ojf ••••• 11-- r 4' J • i� • • N 8 U•or••.0 o ?} � U)• m �_ • > LLI M O LL C Z 3 an Z > Z 4 > N N Cn to to o CD W N CN O H W 4 O o`m 0 �z Drawn Date Swle 10-12-2018 DRAWING NO. AD16-29 Ell Sheet No. 12 OF 59 QD az 0 0 0 APPROVED CONFIGURATION POCKETED AND NO POCI-1ET DOORS (NON -REINFORCED SHOWN) SEE SHEET KI FOR Dp AND REINFORCING OPTIONS nnnQ FPAKAF 1A/InTH `— x � 10 OS X t1 X 0 10 PP X 9 PP 8 PP X 7 �� Q D4 PP �� X XXXXXXXXO (SHOWN) OXXXXXXXX DOOR FRAME WIDTH 9 / DI7 10 11 10 PP 9 0 04 PP 7 W PP PP X X X X �� X e1 X XXXXXXXXO (SHOWN) OXXXXXXXX DOOR FRAME WIDTH / // /'nv // i / PP x / PP 41> �� PP x �� el x x x a PP x S� < XXXXXXXXO (SHOWN) OXXXXXXXX nnno I-- i C i FIVE (5) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND ARE TO BE REVIEWED BY AHJ. a c c c NOTES: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. xxxxx (SHOWN) 2. SEE CHART ON SHEET G I FOR GLASS CAPACITIES AND GLASS OPTIONS. 3. FOR APPLICABLE DESIGN PRESSURES SGD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET KI . 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL SEE SHEET A I TO A8. 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FDIC. el D5 PP PP D4 PP DI PP aAI OPP.IL a DETAIL 4 DETAIL 4o DETAIL 10� DETAIL aI DETAIL IOA Op PAIL 40 O PAIL a OD PAIL 8I ET IL a.I OPP DOOR FRAME WIDTH II II II II 11 10 EXTERIOR AAIL a DETAIL a DETAIL aI OPPn0 DETAIL IOA DETAIL I 4DETAIL DOOR FRAME WIDTH oA ODAIL ao ODPa.I OPP AIL AIL • mr- ••f••• • • •••••• •••• • • • •••• •••••• • • •• •• • •••••• • a DETAIL • DETAIL • • a.I OPP. •OPP. • •• • • •• LA I L ICI Ur, 4 PAIL AIL 8 DffTAIL DPAIL DETAIL DETAIL DETAIL I4A DETAIL 4DETAIL 10A DETAIL o Oa a ETpOaOPOPP.DETAIL DOOR FRAME WIDTH 7 DETAIL 8 DETAIL 4 DETAIL 40 DETAIL OA DETAIL aAI S MAIL LAMINATED GLASS OPTIONS SHOWN. SEE DETAILS FOR INSULATED LAMINATED OPTION. NON -REINFORCED DETAILS 511OWN. 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). �00 CID � Z as a CQC 0 z In0 j a W In W Z W Z OU °.J' chi Cn (7 z"o W g � "' o -4 U �- oa ctka Wa U U � • •J•••• Y 00000 064 • • ••••" U • O Z Y••{f;• Lai •� cv * � co LLI M J Q J LL O LL 0 r Z r Q z \ Z 04 5 CD N ♦� N U) V J u) L0 O W O 04 N W N W �a o`m 0 �_ Drawn Date Scale 10-1 z-201 e DRAWING NO. AD16— 29 E12 Sheet No. 13 OF 59 DE51GN LOAD CAPACITY - P5F (GLA55) 5GD PANEL 51ZE5 9/ I G" LAMINATED GLA55 1- 1 /8" IN5UL. LAMI. GLA55 AVE. PANEL DOOR HEIGHT GI G2 G3 G4 WIDTH (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 13 1 .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 1 01 .0 3G 108 150.0 150.0 150.0 150.0 42 108 150.0 150.0 150.0 13 G.0 48 108 150.0 147.0 150.0 122.0 54 108 102.0 102.0 102.0 102.0 GO 108 102.0 102.0 102.0 102.0 GG 108 102.0 102.0 102.0 101.0 72 108 102.0 102.0 102.0 95.2 3G 1 14 150.0 150.0 150.0 150.0 42 1 14 150,0 150.0 150.0 132.0 48 1 14 150.0 133.0 150.0 1 15.0 54 1 14 102.0 102.0 102.0 102.0 GO 114 102.0 102.0 102.0 98.8 GG 1 14 102.0 102.0 102.0 93.8 72 1 14 102.0 99.4 102.0 89.5 3G 120 150.0 150.0 150.0 150.0 42 120 150.0 150.0 150.0 120.0 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 85.1 1/4" HEAT STREN'D GLASS I/4" HEAT STREN'D GLASS 0.090" PVB INTERLAYER BY'KURARAY 0.090" SENTRYGLAS INTERLAYER BY AMERICA, INC.' 'KURAKAY AMERICA, INC.' I/4" HEAT STREN'D GLASS 114" HEAT 5TREN'D GLA55 LLJ 62 DE51GN LOAD CAPACITY - P5F (GLA55) 5GD PANEL SIZES WIG" LAMINATED GLA55 1 - 1 /8" IN5UL. LAMI. GLA55 AVE. PANEL WIDTH DOOR HEIGHT G I G2 G3 G4 (IN) (IN) +/- P5F +/- P5P +/- P5F +/- 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 - 3G 138 150.0 - 150.0 - 42 138 150.0 - 150.0 - 48 138 102.0 - 102.0 - 54 135 102.0 - 102.0 - GO 135 102.0 - 102.0 - 3G 144 150.0 - 150.0 - 42 144 102.0 - 102.0 - 48 144 102.0 - 102.0 - 54 144 102.0 - 102.0 - GO 144 102.0 - 102.0 - D.L.O. WIDTH = AVE. PANEL WIDTH - 4" D.L.O. HEIGHT = FRAME HEIGHT - 9. 1 25" 3/8" AIR SPACE 3/ I G" HEAT STREN'D GLASS 3/ 1 G" TEMP. GLASS 0.090" SENTKYGLAS INTERLAYER BY'KURARAY AMERICA, INC.' 1/4" HEAT STREN'D GLASS 64 )I (i \ 62 318" AIR SPACE 311 G" HEAT STREN'D GLASS 3/1 G" TEMP. GLASS 0.090" PVB INTERLAYER BY 'KURARAY AMERICA, INC.' 114" HEAT STP.EN'D GLASS 64 �I \ 62 g40 40 v v v - C� w w w 43 w 43 25 m v � DID v w m v 28 m v 28 mN �I mN mnn mNLLJ 1/4" HEAT STREN'D GLASS I/4" HEAT STREN'D GLASS 0.090" PVB INTERLAYER BY'KURARAY AMERICA, INC.' 0.090" SE TRYGLAS INTERLAYER BY I/4" HEAT STREN'D GLASS 3/8" AIR SPACE 3/ 1 G" HEAT STREN'D GLA55 3/8" AIR SPACE 3/ 1 G" HEAT STREN'D GLASS KURARAY AMERICA, INC.' 3/ G" TEM4GLAS-9GLASSBY'KUKARAY 0.090" SENTRYGLAS INTERLAYER 3/ G" TEMP. GLASS 0.090" PVB INTERLAYER BY I/4" HEAT STREN'D GLASS AMERICA, INC.' KURARAY AMERICA, INC.' EN'D GLASS 1/4" HEAT STREN'D GLASS �39 396 64 41 N25 25 pro 28 V ww >7 Ll" cB cB m u� w m m �n w GLA55 TYPE 'G I' GLA55 TYPE 'G2' GLAS5 TYPE 'G3' GLA55 TYPE 'G4' 911 G" NOMINAL OVERALL 9/ 1 G" NOMINAL OVERALL I` NOMINAL OVERALL I " NOMINAL OVERALL NOTE: GLA55 COMPLIES WITH A5TM E 1 300-00 (3 SEC. GUSTS). y : MAN. 28 T i"/g/ it 1 L I CO �m U I-� Z c�c ZcooCOQ Z F aw W uj a ujZ � w 0 Z 0 z >, Z N �m ujg cv o 00�4 a U � • 0 .•••• • 0& v • r • ...• • O Z y•wj 10 !tt tD „• CO • 9 uj M X (h Q a O 'a -iLL Q Z Z Z Z Q j v � N O O CN � L0 p W to CV CDcli W W 0 rz Drawn Date Scale 10-12-2018 DRAWING NO. AD16- 29 G1 Sheet No. 14OF59 DESIGN LOAD CAPACITY -PSF SGD PANEL SIZES LEVEL I (STD INTERLOCK W/ REINF.) LEVEL 2 (BELLY INTERLOCK W/O REINF.) LEVEL 3 (BELLY INTERLOCK WJ REINF.) AVE. PANEL WIDTH DOOR HEIGHT PSF PSF PSF PSF PSF PSF (IN) (IN) + - + - + - 36 102 65.0 65.0 65.0 78.0 90.0 150.0 42 102 65.0 65.0 65.0 78.0 90.0 150.0 48 102 65.0 65.0 65.0 78.0 90.0 150.0 54 102 65.0 65.0 65.0 78.0 90.0 150.0 60 102 65.0 65.0 65.0 78.0 90.0 102.0 66 102 65.0 65.0 65.0 78.0 90.0 102.0 72 102 - - 65.0 78.0 90.0 102.0 36 108 65.0 65.0 65.0 78.0 90.0 150.0 42 108 65.0 65.0 65.0 78.0 90.0 150.0 48 108 65.0 65.0 65.0 78.0 90.0 150.0 54 108 65.0 65.0 65.0 78.0 90.0 102.0 60 108 65.0 65.0 65.0 78.0 90.0 102.0 66 108 65.0 65.0 65.0 78.0 90.0 102.0 72 108 - - 65.0 78.0 90.0 102.0 36 114 65.0 65.0 65.0 78.0 90.0 150.0 42 114 65.0 65.0 65.0 78.0 90.0 150.0 48 114 65.0 65.0 65.0 78.0 90.0 150.0 54 114 65.0 65.0 65.0 78.0 90.0 102.0 60 114 65.0 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 65.0 78.0 90.0 150.0 42 120 65.0 65.0 65.0 78.0 90.0 150.0 48 120 65.0 65.0 65.0 78.0 90.0 150.0 54 120 65.0 65.0 65.0 78.0 90.0 102.0 60 120 65.0 65.0 65.0 78.0 90.0 102.0 66 120 - - 65.0 78.0 90.0 102.0 72 120 - - 65.0 78.0 90.0 102.0 36 ! 26 - - 65.0 78.0 85.0 102.0 42 126 - - 65.0 78.0 85.0 102.0 48 126 - - 65.0 78.0 85.0 102.0 54 126 - - 65.0 78.0 85.0 102.0 60 126 - - 65.0 78.0 85.0 IO2.0 66 126 - - 65.0 78.0 85.0 102.0 36 132 - - 65.0 78.0 85.0 102.0 42 132 - - 65.0 78.0 85.0 102.0 48 132 - - 65.0 78.0 85.0 102.0 54 132 - - 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 48 138 - - 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 �CID U o 00 `° Z CQCQ �� (� z c) CQ tm Z a� A/ J W � a W 0 � w Z 0�' U U z �00 >- W Q CO o J .-r U 0 �w o U c 10� 5 a U .••• i 21 sell • So • • - 22 Fi ip .•... t••••.�• •� U0 40 4 1-04 o Z ••• o m w Q J O L r � z >Z Z Q 0 cf)J N � o o W M N O W o c� u> w 3r 0 Drawn Date Scale 70-72-2018 DRAWING NO. LU AD16- 29 Sol Kl 11111191,11 Sheet No. 15OF59 7.z DESIGN LOAD CAPACITY -PSF SGD PANEL SIZES LEVEL I LEVEL 2 LEVEL 3 (STD INTERLOCK W/ REINF.) (BELLY INTERLOCK W/O REINF.) (BELLY INTERLOCK W/ REIfJF.) AVE. PANEL DOOR HEIGHT PSF PSF P5F PSF PSF PSF WIDTH (IN) (IN) + - + - + - 36 144 - - 65.0 78.0 85.0 102.0 42 144 - - 65.0 78.0 85.0 102.0 48 144 - - 65.0 78.0 85.0 102.0 54 144 - - 65.0 78.0 85.0 102.0 60 144 - - 65.0 78.0 85.0 102.0 LF`.'E! _ LEVEL 2 LEVEL 3 STD. INTERLOCKS W/ RtINF. BELLY INTERLOCKS W/O REINF BELLY INTERLOCKS W/ REINF. 22 22 4t ,I 21 18 18 22 • 2 w z � 21 19 .. Q 20 20 31 31 31 F � 32 32 g 18 18 18 � � 31 w Q 31 32 z � 18 Q � 31 W Q 19 19 J cf z - 20 20 141 � Wq AVE. PANEL WIDTH = FRAME WIDTH `�.`♦-�l'v A REGI�TRATIQ��i�� # OF PANELS A.N. 2867 �co co SILL RAISER OPTIONS (SHOWN ON 2 TRACK DOOR5) Z POSITIVE LOAD LIMITED A5 FOLLOW DUE TO WATER INFILTRATION .0 _ CQC%l � U z coC a m Z F a:w LLW 8 N g 00 me W C w Z >; Z "� aMo W C� g o v a v p p • Pd MAX.=+53 P5F Pd MAX.=+67 P5F • .. •.: Q 0 Q LL 38 (`� to r` n Z 3 82 0 n o J N N O C/) p to O W r� N O J N W CD W W � m C p cl 3r p° p v a vp ° v - p vp_ p ° � a � � - p ° a vp - ° ° °. p v ° q ° Q `f�•.Iflli///� :: A i '$ E. A REGI R4� 'Z , i• L 3 s Drawn Date a,2-zo,8 S.Ie Pd MAX. = +90 P5F * � - � DRAWING NO. — I'd MAX. — +80 PSF fA.N*2as�� ; �F . w: ; z� AD16-29 �S Pi 0 K2 Sheet No. 16 OF 59 Oct 29th 2018 2 TRACK FREE STANDING JAMB CAPACITY - PSF 5GD PANEL SIZES JAMB W/O REINF. JAMB W1 ALUM REINF. JAMB W/ STEEL REINF. AVE.PANEL WIDTH DOOR HEIGHT PSF PSF P5F P5F PSF PSF (IN) (IN) + - + - + - 3G 84 85.0 102.0 85.0 102.0 85.0 102.0 42 85.0 100.0 85.0 102.0 85.0 102.0 48 85.0 90.0 85.0 102.0 85.0 102.0 54 83.0 83.0 85.0 102.0 55.0 102.0 GO 77.0 77.0 85.0 102.0 85.0 102.0 GG 73.0 73.0 85.0 97.0 85.0 102.0 72 71.0 71.0 85.0 93.0 85.0 102.0 3G 90 85.0 58.0 85.0 102.0 85.0 102.0 42 85.0 8G.0 85.0 102.0 85.0 102.0 48 77.0 77.0 85.0 102.0 85.0 102.0 54 71.0 71.0 85.0 93.0 85.0 102.0 GO GG.O GG.O 85.0 8G.0 85.0 102.0 GG G2.0 G2.0 82.0 52.0 85.0 102.0 72 59.0 59.0 78.0 78.0 85.0 102.0 3G 9G 85.0 8G.0 85.0 102.0 85.0 102.0 42 75.0 75.0 55.0 99.0 85.0 102.0 48 G7.0 G7.0 85.0 88.0 85.0 102.0 54 G 1.0 G 1.0 80.0 80.0 85.0 102.0 GO 5G.0 5G.0 74.0 74.0 85.0 102.0 GG 53.0 53.0 70.0 70.0 85.0 101.0 72 50.0 50.0 GG.O GG.O 85.0 9G.0 3G 102 7G.0 7G.0 85.0 100.0 55.0 102.0 42 GG.O GG.O 85.0 87.0 85.0 102.0 48 59.0 59.0 77.0 77.0 85.0 102.0 54 53.0 53.0 70.0 70.0 85.0 102.0 GO 49.0 49.0 G5.0 G5.0 85.0 54.0 GG 4G.0 4G.0 G 1.0 G 1.0 85.0 88.0 72 43.0 43.0 57.0 57.0 83.0 83.0 3G 108 G7.0 G7.0 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 G8.0 G8.0 85.0 99.0 54 47.0 47.0 G2.0 G2.0 85.0 90.0 GO 43.0 43.0 57.0 57.0 83.0 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 3G 1 14 GO.0 GO.0 79.0 79.0 85.0 102.0 42 52.0 52.0 G9.0 G9.0 85.0 100.0 48 4G.0 4G.0 G 1.0 G 1.0 85.0 88.0 54 42.0 42.0 55.0 55.0 80.0 80.0 GO 38.0 38.0 51.0 51.0 73.0 73.0 GG 3G.0 3G.0 47.0 47.0 G8.0 G8.0 72 33.0 33.0 44.0 44.0 G4.0 G4.0 2 TRACK FREE STANDING JAMB CAPACITY - PSF 5GD PANEL SIZES FIXED STILE W/O REINF. FIXED STILE W1 ALUM REINF. FIXED STILE W/ STEEL REINF. AVE. PANEL WIDTH DOOR HEIGHT PSF P5F P5F P5F PSF P5F (IN) (IN) + - + - + - 3G 120 54.0 54.0 71.0 71.0 85.0 102.0 42 47.0 47.0 G2.0 G2.0 85.0 89.0 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 GO 34.0 34.0 45.0 45.0 GG.O GG.O GG 32.0 32.0 42.0 42.0 1G I .0 G I .0 72 30.0 30.0 33.0 39.0 57.0 57.0 3G 12G 49.0 49.0 G4.0 G4.0 85.0 93.0 42 42.0 42.0 5G.0 5G.0 81.0 81.0 48 37.0 37.0 49.0 49.0 72.0 72.0 54 34.0 34.0 44.0 44.0 G4.0 G4.0 GO 31.0 31.0 41.0 41.0 59.0 59.0 GG - - 36.0 35.0 55.0 55.0 3G 132 44.0 44.0 59.0 59.0 55.0 85.0 42 38.0 38.0 51.0 51.0 73.0 73.0 48 34.0 34.0 45.0 45.0 G5.0 G5.0 54 31.0 31.0 40.0 40.0 58.0 58.0 GO - - 37.0 37.0 53.0 53.0 3G 138 41.0 41.0 53.0 53.0 77.0 77.0 42 35.0 35.0 4G.0 4G.0 G7.0 G7.0 48 31.0 31.0 41.0 41.0 59.0 59.0 54 - - 37.0 37.0 53.0 53.0 GO - - 33.0 33.0 48.0 48.0 3G 144 37.0 37.0 49.0 49.0 71.0 71.0 42 32.0 32.0 42.0 42.0 G 1.0 G 1.0 48 - - 37.0 37.0 54.0 54.0 54 - - 33.0 33.0 49.0 49.0 GO - - 31.0 31.0 44.0 44.0 AVE. PANEL WIDTH = FRAME WIDTH # OF PANELS JAMB W/ LOCK STILE UNREINF. 3/ 1 G"X4" ALUM OR STEEL BAR JAMB W/ LOCK STILE REINF. NOTE: STILE SHOWN FOR LAMINATED GLASS OPTION ONLY. CHART COVERS BOTH INSULATED LAMINATED AND LAMINATED GLASS OPTIONS. ..� CID U 00 .� Z as ~ Z CQ 15 Z(0 al m LL 7 W N ZO L W N W Z 4) >; Z c00 �M w g o U C •• � a�i G mm U � JAMB W/';1X , -ITILE••• 004, UNKflNP' •• •••••• ...... . 3/ 1 Vl"': ALU;A • • � • �` OF, BAR v ��••� ... -.: _ G F fl 7' �: 1. , j u- JAMB W/ FIX STILE REINF. O a 04 z Z Z Q p o 04 J N c (n to W ui CD N N W cl F- c� W 0 AT om 0 �6 Drawn Date Scale 10-12-2018 DRAWING NO. AD16-29 Jl Sheet No. 17OF59 3/1 G"XG 1/8" -�--- 3/1 G"XG 1/8" ALUM. BAR ALUM. BAR 9-2 5 O5 �CID ..co .. C Z CID Nc Z M0 Z < A/ J Y. W � W 0 C Z c cn co Z 00 W g � co U to m w o a .... . . . . ...... ...... .. ...... .... .. .. .. .. v • • .....� .r- JAMB W/ LOCK STILE JAMB W/ FIX STILE REINF. REINF. NOTE: STILE SHOWN FOR LAMINATED GLASS OPTION ONLY. CHART COVERS BOTH INSULATED LAMINATED AND LAMINATED GLASS OPTIONS. ...... ' .. ; .', �� •.. p � Q z o O o • (UON Z •..•0 •�•e% � 2 M 0 / Q J LL O LL �r21- Z_ z a I- o 4 co N w o J ui w AVE. PANEL WIDTH = FRAME WIDTH # OF PANELS 4 0 �T om 0 �,�Q�1' �•�1J.''R.E. �� REGIVRA*V �i0o j Le, 3 i i A.N. 28677 0 i Drawn Date 10-12-2m8 Swle • • � * *0 °f • W' •0 'C ' 2 .� ,��i • .� 10 �'��•,FSS� DRAWING NO. AD16- 29 J2 Sheet No. 18 OF 59 Oct 29th 2018 3 TRACK F.STANDING JAMB CAPACITY -PSF SGD PANEL SIZES JAMB W/ ALUM REINF. AVE. PANEL WIDTH DOOR HEIGHT PSF PSF (IN) (IN) + - 36 84 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 90 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 96 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 102 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 108 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 114 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 3 TRACK DESIGN LOAD JAMB CAPACITY -PSF SGD PANEL SIZES JAMB W/ ALUM REINF. PANEL WIDTH DOOR HEIGHT PSF PSF (IN) (IN) + - 36 120 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 i 26 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 36 132 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 36 138 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 98.0 36 144 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 99.0 60 85.0 90.0 c LL IL a ry LL C C c PANFI 1A/InTH U Q \\ cf� U O� m JAMB ANCHOR TYPE5: a TYPE "A I ": 1 /4" DIA. KWIKCON (Fu= 137 KSI, Fy= 136 KSI) 112" MIN. EMBED INTO WOOD OR THRU WOOD WITH 1 3/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. 114" DIA. KWIKCON (Fu= 137 KSI, Fy= 138 KSI) 112" MIN. EMBED INTO WOOD OR THRU WOOD WITH I " MIN. EMBED INTO C90 CONCRETE BLOCK 2 112" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE 151 ": 1 /4" DIA. ULTRACON (Fu= 177 KSI, Fy= 155 KSI) 112" MIN. EMBED INTO WOOD OR THRU WOOD WITH 1 3/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE 2 112" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPICAL ANCHOR i 1 J/V lvlr+n. SHIM 2 TRACK 5GD TYPE "D I ": 1 /4" DIA. TEKS/DRIL-FLEX SCREW GRADE 5 (Fu= 120 KSI, Fy=92 KSI) INTO METAL STRUCTURE ALUMINUM: 1/8" THK. MIN. (GOG3-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy=3GK51, MIN.) TYPE "E I ": 5/ 1 G" TEKS/DRIL-FLEX SCREW (Fu= 120 KSI, Fy=92 KSI) INTO METAL STRUCTURE ALUMINUM: 1/8" THK. MIN. (GOG3-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy=3GK51, MIN.) STEEL IN CONTACT WITH ALUM. TO BE PAINTED. TYPICAL ANCHOR ',ED I 1 J/V IVIM. • SHIM 3 TRACK 5GD TYPICAL ANCHOR SHIM 4 TRACK 5GD JAMB ANCHOR CHART 2 TRACK, 3 TRACK, 4 TRACK OR 5 TRACK JAMB ANCHOR TYPE SUBSTRATE MAX. SHIM ANCHOR SPACING A I CONC. 114" 1 8" A I WOOD/CONC. 3/8" 1211 A I WOOD/C90 BLOCK 3/8" 1211 B 1 CONC. 3/8" 1 8" B I WOOD/CONC. 3/8" 1211 C I METAL 114" 18" C I METAL 3/8" 1211 D I METAL 3/8" 1(5" 2 TRACK 5GD 3 TRACK 5GD 4 TRACK 5GD 0 w 0 w 16 G I I/I G" 5 TRACK 5GD TYPICAL ANCHOR 5 I KA(K t)GU j„l►u Oct 29th, 2018 �00 - 00 »� U Z Z- Z- cQC a Zco CC,2 W Z F aw A/ J LL D , W W Z w Z 0 Z �c Z IN ce) � o r+ U U u to U uV r` ••••►• • o U...m ti Z c12; J O'a ALL � 1- z Z Q z v N O to Co o o W ch N C. W o (D Cn I W Drawn Date I Scale 10-12-2016 DRAWING NO. AD16— 29 J3 Sheet N. 19 OF 59 PANFI \A/InTH C9 U O MONK--> i c� w LL- fv O O JAMB ANCf10K TYPES: TYPE "B2": 114" DIA. ULTKACON (Fu= 177 KSI, Fy= 155 KSI) 1 3/4" MIN. EMBED INTO fd=3 KSI MIN. CONCRETE 1 5/ 1 G" MIN. EDGE DISTANCE TYPE "D2": 114" DIA. TEKS-SELF DRILLING SCREW (Fu= 120 K5I,FY=92 KSI) INTO METAL STRUCTURE ALUMINUM: 115" THK. MIN. (60G3-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy=3GKS1, MIN.) TYPE "D2A": 114" DIA. 5M5 (Fu=74 KSI, Fy=57 KSI) 1 112" MIN. EMBED INTO WOOD STRUCTURE (5G=0.55 MIN.) I " MIN. EDGE DISTANCE TYPICAL ANCHOR SINGLE ROW @ 1 2" O.C. TYPICAII ANCHOR SINGLE ROW @ 1 2" O.C. n 1` �C �co C U .� o `° ., m Z �t-- CQc 0 coCQ b0 Z q W U) ZCQw W ZQi ,n Z V M 9 N W Q C "' o J V U L a U • • • • Y ••-a ••rRs • • � • i •i•N•f • •U� •0 Z• ' .. o a•� m i< w �a J O'a�� z Q r _Z Z E � O 2i N cl) o vJ w n CD N o W o cD 19 u� w �m 0 IA 0 ` • •�,�,H,,��+ '•QiE. ��► i 'bR1DA R_E�GII TRA71Qt� Drawn Date aiz-zai e Scale FL t 3 lA.N7/.`^ 28677 i yy , DRAWING NO. o . W' AD16— 29 J4 Sheet No. 210 OF 59 Oct 29th 2018 �00 V o co Z ~ 01 (5 Z c Z aw D W W Z Z 0 «� z co Z N 'tm W g ci + ��to » m w o U t CD a .•. • • •• .• .• • .. .....• 0000 • •... . ••.... • . . wase • • • co •v .� .� •••s•►,- • w • .. • • ..• 0 J z J Cn o N o 04 C`) U• Z• •; o m M X Q J Oto Z_ ar- z d. cNo N (� n to w oM w v) w A4 OR AA4 - A CLUSTER OF (4) TYPE "A" OR "AA" ANCHORS AT HEAD A6 OR AA6- A CLUSTER OF (6) TYPE "A" OR "AA" ANCHORS AT HEAD A8 OR AA8- A CLUSTER OF (8) TYPE "A" OR "AA" ANCHORS AT HEAD = A 10 OR AA 10 - A CLUSTER OF (1 O) TYPE "A" OR "AA" ANCHORS AT HEAD B4 - A CLUSTER OF (4) TYPE "B" ANCHORS AT HEAD om B6 - A CLUSTER OF (6) TYPE "B" ANCHORS AT HEAD B8 - A CLUSTER OF (8) TYPE "B" ANCHORS AT HEAD FOR ANCHOR TYPES LAYOUT, SEE SHEET A6 A7 .�`%11-- WA+��,,�� •REGI+ R E ,,��. L �3 i �L A.N. 28677 i m o Dtawn Date aiz-zote S�ie * • T • f ,�: �t z ill OHP� DRAWING NO. AD16- 29 Al Sheet No. 21 OF 59 Oct 29th 2018 HEAD ANCHOR CAPACITY - PSF SGD PANEL SIZES ANCHOR TYPE "A" OR "AA" ANCHOR TYPE "B" AVE. PANEL WIDTH DOOR HEIGHT A4 AA4 A6 AA6 A8 AA8 A I 0 AA I 0 B4 B6 B8 36 84 132.4 150.0 150.0 150.0 150.0 150.0 150.0 42 118.9 150.0 150.0 150.0 150.0 150.0 t 50.0 48 109.2 150.0 150.0 i 50.0 140.0 150.0 150.0 54 102.2 150.0 150.0 150.0 131.0 150.0 150.0 60 97. I 145.E 150.0 150.0 124.4 150.0 150.0 66 93.4 140. I 150.0 150.0 119.8 150.0 150.0 72 91 .0 136.5 150.0 150.0 116.7 150.0 150.0 36 90 1 2 1 .3 150.0 150.0 150.0 150.0 150.0 150.0 42 108.5 150.0 150.0 150.0 139. I 150.0 150.0 48 99.3 148.9 150.0 150.0 127.3 150.0 f 50.0 54 92.4 138.7 150.0 150.0 118.5 150.0 150.0 60 87.4 1 3 1 .0 150.0 150.0 112.0 150.0 150.0 66 93.6 125.4 150.0 150.0 107.2 150.0 150.0 72 80.9 1 2 1 .3 150.0 150.0 103.7 150.0 150.0 36 96 112.0 150.0 150.0 150.0 143.E 150.0 150.0 42 99.8 149.8 150.0 150.0 128.0 150.0 150.0 48 91 .O 136.5 150.0 150.0 116.7 150.0 150.0 54 84.4 126.E 150.0 150.0 108.2 150.0 150.0 60 79.4 119. I 150.0 150.0 101.8 150.0 150.0 66 75.6 113.5 150.0 150.0 97.0 145.5 150.0 72 82.8 109.2 145.E 150.0 93.3 140.0 150.0 36 102 104.0 150.0 150.0 150.0 133.3 150.0 150.0 42 92.4 138.7 150.0 150.0 118.5 150.0 150.0 48 84.0 126.0 150.0 150.0 107.7 150.0 150.0 54 77.7 116.5 150.0 150.0 99.6 149.3 150.0 60 72.8 109.2 145.E 150.0 93.3 140.0 150.0 66 69.1 103.E 138.1 150.0 88.5 132.8 150.0 72 66.2 99.3 132.4 150.0 84.8 127.3 150.0 36 108 97. I 145.E 150.0 150.0 124.4 150.0 150.0 42 86. I 129. I 150.0 150.0 110.3 150.0 150.0 48 78.0 117.0 150.0 150.0 100.0 150.0 150.0 54 71.9 107.9 143.8 150.0 92.2 138.3 150.0 60 67.2 100.8 134.4 150.0 86.2 129.2 150.0 66 63.5 95.3 127.1 150.0 81.5 122.2 150.0 72 60.7 91.0 121.3 150.0 77.8 116.7 150.0 36 114 91.0 136.5 150.0 150.0 116.7 150.0 150.0 42 80.5 120.8 150.0 150.0 103.2 150.0 150.0 48 72.8 109.2 145.E 150.0 93.3 140.0 150.0 54 66.9 100.4 133.9 150.0 85.8 128.7 150.0 60 62.4 93.6 124.8 150.0 80.0 120.0 150.0 66 58.8 88.2 117.7 147.1 75.4 113.1 150.0 72 56.0 84.0 112.0 112.0 71.8 107.7 143.E HEAD ANCHOR CAPACITY - PSF SGD PANEL SIZES ANCHOR TYPE "A" OR "AA" ANCHOR TYPE "B" AVE. PANEL WIDTH DOOR HEIGHT A4 AA4 A6 AA6 A8 AA8 A I 0 AA I 0 B4 B6 B8 36 I20 85.6 128.5 150.0 150.0 109.8 150.0 150.0 42 75.6 113.5 150.0 150.0 97.0 145.5 150.0 48 68.3 102.4 136.5 150.0 87.5 131.3 150.0 54 62.6 93.9 125.2 150.0 80.3 120.4 150.0 60 58.2 87.4 I I6.5 I45.6 74.7 I I2.0 I49.3 66 54.8 82.2 I nQ 70.2 105.3 140.4 72 52.0 78.0 104.0 130.0 G6.7 100.0 133.3 36 126 80.9 1 2 1 .3 150.0 150.0 103.7 150.0 150.0 42 71.3 107.0 142.E 150.0 91.4 137.1 150.0 48 64.2 96.4 128.5 150.0 82.4 123.5 150.0 54 58.8 88.2 117.7 147. I 75.4 113. i 150.0 60 54.6 81.9 109.2 136.5 70.0 105.0 140.0 66 51.2 76.9 102.5 128.1 65.7 98.5 131.4 36 132 76.6 114.9 150.0 150.0 98.2 147.4 150.0 42 67.5 101.2 134.9 150.0 86.5 129.7 150.0 48 60.7 91.0 121.3 150.0 77.8 116.7 150.0 54 55.5 83.2 110.9 138.7 71.1 106.7 142.2 60 51.4 77.1 102.8 128.5 65.9 98.8 131.8 66 48.1 72.2 96.3 120.3 61.7 92.6 123.4 36 138 72.8 109.2 145.E 150.0 93.3 140.0 150.0 42 64.0 96.0 128.0 150.0 82.1 123.1 150.0 48 57.5 86.2 114.9 143.7 73.7 110.5 147.4 54 52.5 78.7 104.9 131.2 67.3 100.9 134.5 60 48.5 72.8 97.1 121.3 62.2 93.3 124.4 36 144 69.3 104.0 138.7 150.0 88.9 133.3 150.0 42 60.9 91.3 121.8 150.0 78.0 117.1 150.0 48 54.6 81.9 109.2 136.5 70.0 105.0 140.0 54 49.8 74.7 99.6 124.4 63.8 95.7 127.E 60 46.0 69.0 92.0 114.9 58.9 88.4 117.9 HEAD ANCHOR CAPACITY - PSF 5GD PANEL SIZES ANCHOR TYPE "BB" AVE. PANEL WIDTH DOOR HEIGHT E3E34 BBG BB8 BB 10 (IN) (IN)+/- 3G 9G 97.2 145.8 150.0 150.0 42 (5G.7 130.0 150.0 150.0 48 79.0 1 18.5 150.0 150.0 54 73.3 100.9 14G.G 150.0 GO G8.9 103.4 1 37.9 150.0 GG G5.7 98.5 131.3 150.0 72 G3.2 94.8 12G.4 150.0 3G 102 90.3 135.4 150.0 150.0 42 80.3 120.4 150.0 150.0 48 72.9 105.4 145.8 150.0 54 G7.4 1 0 1 .) 134.8 150.0 GO G3.2 94.8 12G.4 150.0 GG GO.0 89.9 1 19.5 140.5 72 57.5 8G.2 1 14.9 143.G 3G 108 84.3 12G.4 150.0 150.0 42 74.7 1 1 2. 1 149.4 150.0 48 G7.7 IOI.G 135.4 150.0 54 G2.4 53.G 124.8 150.0 GO 58.3 87.5 1 1 G.7 145.8 GG 55.2 82.7 110.3 137.5 72 52.7 79.0 105.3 131.7 3G 1 1 4 79.0 1 18.5 150.0 150.0 42 G9.9 104.8 139.8 150.0 48 G3.2 94.8 12G.4 150.0 54 58.1 87.2 1 1 G.2 145.3 GO 54.2 81.3 108.3 135.4 GG 51.1 7G.G 102.1 127.7 72 48.G 72.9 97.2 121.5 3G 120 74.4 1 1 1.5 148.7 150.0 42 G5.7 98.5 131.3 150.0 48 59.3 88.9 1 18.5 148.1 54 54.4 81.5 108.7 135.9 GO 50.G 75.8 101.1 12G.4 GG 47.5 71.3 95.1 1 18.9 72 45.1 G7.7 00.3 1 12.0 3G 132 GG.5 99.8 133.1 150.0 42 58.G 87.8 1 17.1 14G.4 48 52.7 79.0 105.3 131.7 54 48.2 72.2 9G.3 120.4 GO 44.G GG.9 89.2 1 11.5 GG 41.8 G2.7 83.G 104.5 HEAD ANCHOR CAPACITY - PSF 5GD PANEL SIZES ANCHOR TYPE "BB" AVE. PANEL WIDTH DOOR HEIGHT B54 MG 558 BB 10 (IN) (IN)+/- 3G 138 G3.2 54.5 12G.4 150.0 42 55.G 83.3 1 1 1.1 138.9 48 49.9 74.8 99.8 124.7 54 45.5 G8.3 9 1. 1 1 13.9 GO 42.1 G3.2 84.3 105.3 3G 144 GO.2 90.3 120.4 C.- 42 52.0 79.3 105.7 132.1 48 47.4 71.1 '34.8 118.5 54 43.2 G4.8 8G.4 108.0 GO 30.9 59.9 79.8 99.8 BB4 - A CLUSTER OF (4) ANCHOR5 TYPE "BB" AT INTERLOCK/A5TRAGAL BB6 - A CLUSTER OF (G) ANCHORS TYPE "BB" AT INTERLOCK/A5TRAGAL BB8 - A CLUSTER OF (8) ANCHORS TYPE "BB" AT INTERLOCK/A5TKAGAL BB 10 - A CLUSTER OF (10) ANCHORS TYPE "BB" AT INTERLOCK/A5TRAGAL FOR ANCHOR TYPES * LAYOUT, SEE SHEET A7 �00 CID ..� U 00 -� Z r-Z a NO2 V Z Z < W W Z w Z 0 }; ,J z �00 W J IN tM U (7 c" a U U o a�i Q W U COD •••••• • ...... � Y a V. N Q s�i••iP S _moo co U) co Lu M XXQ O C7 z Z_ r- r- z z v p o N J to♦♦^� N V' Lo O o W M N N W ci) W Q 0 �m 0 0 �z Drawn Date Scale f0-12-20,9 DRAWING NO. AD16- 29 A2 Sheet No. 22 OF 59 HEAD ANCHOR CAPACITY - PSF 5GD PANEL SIZES ANCHOR TYPE "CC" AVE. PANEL WIDTH DOOR HEIGHT CC4 CCG CC8 CC I 0 (IN) (IN) +/- 3G 9G 109.9 150.0 150.0 0.0 42 58.0 147.0 150.0 !15 0.048 89.3 134.0 150.0 0.0 54 52.9 124.3 150.0 150.0 GO 78.0 1 1 G.9 150.0 1 150.0 GG 74.3 1 1 1.4 148.5 150.0 72 7 1 .5 107.2 1 42.9 150.0 3G 102 102.1 150.0 150.0 150.0 42 90.8 1 3G. 1 150.0 150.0 48 82.5 123.7 150.0 150.0 54 7G.2 1 14.3 150.0 150.0 GO 71.5 107.2 142.9 150.0 GG G7.8 101.7 135.G 149.9 72 G5.0 97.5 129.9 143.G 3G 108 95.3 142.9 150.0 150.0 42 84.5 1 2G.7 150.0 150.0 48 7G.G 114.9 150.0 150.0 54 70.G 105.9 141.2 150.0 GO GG.O 99.0 131.9 150.0 GG G2.4 93.G 124.7 150.0 72 59.G 1 89.3 1 19.1 148.9 3G 1 14 89.3 134.0 150.0 150.0 42 79.0 118.G 150.0 150.0 48 7 1 .5 107.2 1423 150.0 54 G5.7 98.G 131.4 150.0 GO G 1.3 9 13 122.5 150.0 GG 57.8 8G.G 1 15.5 144.4 72 55.0 82.5 109.9 137.4 3G 120 84.1 1 2G. 1 150.0 150.0 42 74.3 1 1 1.4 148.5 150.0 48 G7.0 100.5 134.0 150.0 54 G 1.5 52.2 123.0 150.0 GO 57.2 85.8 1 14.3 142.9 GG 53.6 80.7 107.5 134.4 72 51.0 7G.G 102.1 127.G 3G 132 75.2 1 12.6 150.0 150.0 42 GG.2 99.3 132.4 150.0 48 59.G 83.3 1 19.1 148.9 54 54.5 81.7 108.9 13G.1 GO 50.4 75.7 1003 12G.1 GG 47.3 70.9 94.5 1 18.1 HEAD ANCHOR CAPACITY - PSF 5GD PANEL SIZES ANCHOR TYPE "CC" AVE. PANEL WIDTH DOOR HEIGHT CC4 CCG CC8 CCIO (IN) (IN)+/- 3G 138 7 1 .5 107.2 142.9 150.0 42 G2.8 94.2 125.7 150.0 48 5G.4 84.G 1 12.8 141.1 54 51.5 77.3 103.0 128.8 GO 47.G 71.5 95.3 1 19.1 3G 144 G8. 1 102.1 1 3G. 1 150.0 42 59.8 89.G 1 15.5 149.4 48 53.G 80.4 107.2 134.0 54 48.9 73.3 97.7 122.2 GO 45.1 1 G7.7 1 90.3 112.8 CC4 - A CLUSTER OF (4) ANCHORS TYPE "CC" AT INTERLOCK/ASTRAGAL CCG - A CLUSTER OF (G) ANCHORS TYPE "CC'I AT INTERLOCK/A5TRAGAL CC8 - A CLUSTER OF (8) ANCHORS TYPE "CC" AT INTERLOCK/A5TRAGAL CC 10 - A CLUSTER OF (1 0) ANCHORS TYPE "CC" AT INTERLOCK/A5TRAGAL FOR ANCHOR TYPES * LAYOUT, 5EE SHEET A7 rco ..co co U 00 -� cQN d Z M of m Z fi D � W U . t Z W w Z 0 W v M O 01 U � w a ' � U • •••••• ••• •••• • .••••• .... . . ••••. . . 06 • • • • J • • • • • •••• Y . . p 00..0060 . . oM ••• Q � U) � m M 0QJL J L O 04 z z_ � Q z c:) cli cl)J 04 t o O W M N O J N w 0 C� r9 cis w �m 0 i,•' ��RfDA R_EGnI RA7K�� z Drawn Date 10-12-2111 Scale ��fL 43 1.N. 28677 i ` DRAWING NO. .w. �Of AD16-29 ��i�S'SION`� �•`• A3 Sheet No. 23 OF 59 Oct 29th 2018 1 HEAD ANCHOR CAPACITY - P5F 5GD PANEL 51ZE5 ANCHOR TYPE "C" ANCHOR TYPE "D" ANCHOR TYPE "E" AVE. PANEL WIDTH DOOR HEIGHT C4 CIS D4 DG D8 E4 EG (IN) (IN)+/- 3G 84 150.0 150.0 1 14.9 150.0 150.0 150.0 150.0 42 150.0 150.0 103.2 150.0 150.0 150.0 150.0 48 150.0 150.0 04.8 142.2 150.0 150.0 150.0 54 150.0 150.0 88.7 133.1 150.0 150.0 150.0 GO 150.0 150.0 84.3 12G.4 150.0 150.0 150.0 GG 150.0 150.0 81.1 121.7 150.0 150.0 150.0 72 150.0 150.0 73.0 1 18.5 150.0 14G.7 150.0 3G 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 8G.2 125.3 150.0 150.0 150.0 54 150.0 150.0 80.3 120.4 150.0 149.0 150.0 GO 150.0 150.0 75.8 1 13.8 150.0 140.8 150.0 GG 142.2 150.0 72.G 108.9 145.1 134.7 150.0 72 139.G 150.0 70.2 105.3 140.4 130.4 150.0 3G 9G 150.0 150.0 97.2 145.8 150.0 150.0 150.0 42 150.0 150.0 8G.7 130.0 150.0 150.0 150.0 48 150.0 150.0 79.0 1 18.5 150.0 14G.7 150.0 54 145.G 150.0 73.3 105.9 14G.G 13G.0 150.0 GO 137.0 150.0 G8.0 103.4 137.9 128.0 150.0 GG 130.5 150.0 G5.7 98.5 131.3 121.9 150.0 72 125.G 150.0 G3.2 54.8 12G.4 1 17.3 150.0 3G 102 150.0 150.0 90.3 135.4 150.0 150.0 150.0 42 150.0 150.0 80.3 120.4 150.0 149.0 150.0 48 144.9 150.0 72.5 100.4 145.8 135.4 150.0 54 134.0 150.0 G7.4 101.1 134.8 125.2 150.0 GO 125.G 150.0 G3.2 94.8 12G.4 1 17.3 150.0 GG 119.1 150.0 GO.0 89.9 1 10.0 1 1 1.3 150.0 72 1 14.2 150.0 57.5 8G.2 1 14.0 1OG.7 150.0 3G 108 150.0 150.0 84.3 12G.4 150 150.0 150.0 42 148.5 150.0 74.7 1 12.1 149.4 138.7 150.0 48 134.G 150.0 G7.7 IOI.G 135.4 125.7 150.0 54 124.0 150.0 G2.4 93.G 124.8 1 15.9 150.0 GO 1 15.0 150.0 58.3 87.5 1 1 G.7 108.3 150.0 GG 109.G 150.0 55.2 82.7 1 10.3 102.4 150.0 72 104.7 150.0 52.7 70.0 105.3 97.8 14G.7 3G 114 150.0 150.0 79.0 1 18.5 150.0 14G.7 150.0 42 138.9 150.0 G9.9 104.8 135.8 125.8 150.0 48 125.G 150.0 G3.2 94.6 12G.4 1 17.3 150.0 54 1 15.5 150.0 58.1 87.2 1 1 G.2 107.9 150.0 GO 107.7 150.0 54.2 91.3 IOO.G IOO.G 150.0 GG 101.5 150.0 51.5 7G.G 04.8 94.8 142.2 72 9G.G 144.9 48.G 72.9 00.3 50.3 135.4 HEAD ANCHOR CAPACITY - P5F 5GD PANEL 51ZE5 ANCHOR TYPE "C" ANCHOR TYPE "D" ANCHOR TYPE "E" AVE. PANEL WIDTH DOOR HEIGHT C4 CIS D4 DG D8 E4 EG (IN) (IN)+/- 3G 120 147.8 150.0 74.4 1 1 1.5 148.7 138.0 150.0 42 130.5 150.0 G5.7 98.5 131.3 121.5 150.0 48 1 17.8 150.0 59.3 88.9 1 18.5 1 10.0 150.0 54 108.0 150.0 54.4 81.5 108.7 100.9 150.0 GO 100.5 150.0 50.G 4i.o 75.8 101.1 93.9 149.3 GG 9 r .i 71.3 55.1 88.3 140.4 72 89.7 134.G 45.1 G7.7 90.3 93.8 133.3 3G 12G 139.G 150.0 70.2 105.3 140.4 130.4 150.0 42 123.0 150.0 G 1.9 92.9 123.8 1 14.5 150.0 48 1 10.8 150.0 55.8 83.G 1 11.5 103.5 150.0 54 101.5 150.0 51.1 7G.G 102.1 94.8 142.2 GO 94.2 141.3 47.4 71.1 54.5 88.0 132.0 GG 88.4 132.G 44.5 GG.7 89.0 82.G 123.9 3G 132 132.2 150.0 GG.5 00.8 1 133.1 123.5 150.0 42 1 1 G.4 150.0 58.G 87.8 1 1 7. 1 108.7 150.0 48 104.7 150.0 52.7 79.0 105.3 97.8 14G.7 54 55.7 143.5 48.2 72.2 9G.3 89.4 134.1 GO 88.7 133.0 44.G GG.9 89.2 82.8 124.2 GG 83.0 1 24.G 41.8 G2.7 53.G 77.G I I G.4 3G 138 125.G 150.0 G3.2 94.8 12G.4 1 17.3 150.0 42 1 10.4 150.0 55.G 83.3 1 1 1.1 103.2 150.0 48 59.2 147.8 49.0 74.8 99.8 92.G 138.9 54 90.5 135.8 45.5 G8.3 91.1 84.G 12G.8 GO 83.7 125.G 42.1 G3.2 84.3 78.2 1 17.3 3G 144 119.G 150.0 GO.2 90.3 120.4 1 1 1.7 150.0 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 85.9 125.8 43.2 G4.8 8G.4 80.2 120.3 GO 79.3 1 19.0 39.9 59.9 79.8 74.1 1 1 1.2 C4 - A CLUSTER OF (4) TYPE "C" ANCHORS AT HEAD CG - A CLUSTER OF (6) TYPE "C" ANCHORS AT HEAD D4 - A CLUSTER OF (4) TYPE I'D" ANCHORS AT HEAD DG - A CLUSTER OF (6) TYPE I'D" ANCHORS AT HEAD D8 - A CLUSTER OF (8) TYPE I'D" ANCHORS AT HEAD E4 - A CLUSTER OF (4) TYPE "E" ANCHOR5 AT HEAD EG - A CLUSTER OF (6) TYPE "E" ANCHOR5 AT HEAD FOR ANCHOR TYPES t- LAYOUT, SEE SHEET A6 �co �co co V 0 m .0 � �' r. Z cQc a ®ado Z co C Z F aw A/ J LL 7 W U) . m w W o ic�co Z m N `� o W g r+ U U �- r. tw a • U•..... •• • •••• • •••••• •••• •••• • •••••• • .... . 000 ...•. 06 ••.... •rp- • • • • No • p ZO 4t ••• Q (D coco M XX J Q J LL O D LL o <" Q" z _Z Z J U) N co to C) W o M (V N W c (D U) w 0 i��rORidA REG� RA{(IQpk �i� v e 3 ; Drawn Dace scale WN.y28677 i aiz-zota DRAWING NO. •+"' 0 AD16-29 i�uuu�a Sheet No. Oct 29th 2018 24 OF 59 51LL ANCHOR CAPACITY - P5F 5GD PANEL SIZES ANCHOR TYPE "A" / "B" AVE. PANEL WIDTH DOOR HEIGHT A4 / E34 AG / BG A8 / 158 (IN) (IN)+/- 3G 84 150.0 150.0 150.0 42 149.8 150.0 150.0 48 137.G 150.0 150.0 54 128.7 150.0 150.0 GO 122.3 150.0 150.0 GG 1 17.7 150.0 150.0 72 1 14.7 150.0 150.0 3G 90 150.0 150.0 150.0 42 1 3G.7 150.0 150.0 48 1 25. 1 150.0 150.0 54 I I G.5 150.0 150.0 GO 1 10.1 150.0 150.0 GG 105.3 150.0 150.0 72 101.3 150.0 150.0 3G 9G 150.0 150.0 150.0 42 134.2 150.0 150.0 48 122.3 150.0 150.0 54 1 13.5 150.0 150.0 GO I OG.8 150.0 150.0 GG 101.7 150.0 150.0 72 97.9 14G.8 150.0 3G 102 139.8 150.0 150.0 42 124.3 150.0 150.0 48 1 12.5 150.0 150.0 54 104.4 150.0 150.0 GO 97.9 1 4G.8 150.0 GG 92.8 139.3 150.0 72 89.0 133.5 150.0 3G 108 130.5 150.0 150.0 42 1 15.7 150.0 150.0 48 104.9 150.0 150.0 54 9G.7 145.0 150.0 GO 90.3 135.5 150.0 GG 85.4 1 28. 1 150.0 72 b I .G 122.3 150.0 3G 114 122.3 150.0 150.0 42 108.2 150.0 150.0 48 97.9 14G.8 150.0 54 90.0 135.0 150.0 GO 83.9 125.5 150.0 GG 79.1 118.G 150.0 72 75.3 1 12.9 150.0 SILL ANCHOR CAPACITY - P5F 5GD PANEL SIZES ANCHOR TYPE "A" / "B" AVE. PANEL WIDTH DOOR HEIGHT A4 / B4 AG / BG A8 / 158 (IN) (IN)+/- 3G 120 1 1 5. 1 150.0 150.0 42 10 I .7 150.0 150.0 48 51.8 137.G 150.0 54 84.2 12G.3 150.0 GO 78.3 1 17.4 150.0 GG 73. G 1 10.4 147.3 72 G9.9 104.9 135.6 3G 12G 108.7 150.0 150.0 42 95.9 143.8 150.0 48 8G.4 123.5 150.0 54 79.1 1 18.G 150.0 GO 73.4 1 10.1 14G.8 GG G8.9 103.3 137.5 GG G5.2 57.9 130.5 3G 132 103.0 150.0 150.0 42 90.7 1 3G.0 150.0 48 81.G 122.3 150.0 54 74.G 1 11.8 149.1 GO G9.1 103.G 138.2 GG G4.7 97.1 129.4 3G 1 38 57.9 14G.8 150.0 42 8G.0 1 29. 1 150.0 48 77.3 1 15.9 150.0 54 70.5 105.8 14 1 . 1 GO G5.2 97.9 130.5 3G 144 93.2 139.8 150.0 42 (51.8 122.8 150.0 48 73.4 1 10.1 14G.8 54 GG.9 100.4 133.8 GO G 1.6 92.7 1 23.G A4 - A CLUSTER OF (4) TYPE "A" ANCHORS AT 51LL AG - A CLUSTER OF (G) TYPE "A" ANCHORS AT 51LL A8 - A CLUSTER OF (8) TYPE "A" ANCHOR5 AT 51LL E34 - A CLUSTER OF (4) TYPE "B" ANCHOR5 AT 51LL BG - A CLUSTER OF (G) TYPE "B" ANCHOR5 AT 51LL E38 - A CLUSTER OF (8) TYPE "B" ANCHORS AT 51LL FOR ANCHOR TYPE5 * LAYOUT, SEE 5HEET A8 U Z r-r CQ( a ZMCc\! b Z F aw W N Lu Z M w Z O Z �M ai 00 Z N �M W g cv o Ur .4 U t U �- r. c a a U ' U � • I • • ••••• •••••• ors g ' r- h.- ••••.i • p U. .•n S � co o 0 Q JLL O LL Z z_ Q > z > o 4 J N rA � Lo U') o W CD N N W � ~ I C7 r� u) w 0 em 0 O Z Drawn Date Swle 10-12-2018 DRAWING NO. AD16- 29 A5 Sheet No. 25 OF 59 2 3/4" 7 1/8" d d ° d d° d d d • •a GONCRETf d fc, =3 K51 MIIV. d l 2 5/8" 7 1/8" UK V FOR HEAD ANCHOR TYPES: G TDAI`V C.In 3" 3" 3" 5 TRACK 5GD TYPE "A": 1 /4" DIA. KWIKCON (Fu= 137 KSI, Fy= 136 KSI) 1 3/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE "B": 1 /4" DIA. ULTRACON (Fu= 177 KSI, Fy= 155 KSI) 1 3/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE "C": 5/ 1 G" DIA. ULTRACON (Fu= 177 KSI, Fy= 155 KSI) 1 3/4" MIN. EMBED INTO fc'=35 15 PSI MIN. CONCRETE 2 112" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE "D": 1 /4" DIA. TEKS/DRIL-FLEX SCREW GRADE 5 (Fu= 120 KSI, Fy=92 KSI) MIN. EDGE DIST. 3 114" TYPICAL ANCHOR ELEVATION FOR CONCRETE d°UL5FACING Q =3 KSI MIN. , , d„ TYPICAL ANCHOR A TDAI'I! CI`fl 3" 3" 3" 4 TRACK 5GD MIN. EDGE DIST. 13/ 1 (S" TYPICAL ANCHOR STAGGERED AT 3" MIN. O.C. CONCRETE C) , fc —351 5 F'S1 NUN. R , 5/ Imo` ANCHVP,5 d ° - • ° G CONCRETE d w 4 w •d U K31• FAIN, 9z Q 'ACING TYPICAL ANCHOR SEE ELEVATION FOR SPACING MIN. EDGE DIST.I 3/ 1 G" w U METAL STRUCTURE N cJ� 0 TDA/-1' C.I`fl 3" 3.1 3n 3 TRACK 5GD Vo EDGE DIST. TYPICAL ANCHOR Z i --� SEE ELEVATION FOR L d SPACING ,0 oo NCKETE - Z e» q d =.3515•P5I '.<FOR cu ° Z Q a;� y (G'ANCHO )WCKETE w Lu u1 . =3° KSI MIN. •° z — °, x U Q W z O o C W n � Z 0 cf) d U� — Z Z N co wg `4m N 0 TYPICAL ANCHOR G co EE ELEVATION FOR SPACING N. EDGE DIS w ••• •• • METAL STRUC RE • • • U < • • • ••• • Ui • • ••• •• •••• • ••• • • ••••• 2 TRACK 5GD •• •• 06 ••••:� • • • 5 •I� 3" 3n I ... .. .g Z • .. o m yj u- g 0 u- 1 o r— Q Z h 3: z �0 Z < \ co�04 N o o W 2 TRACK 5GD o N W 0 � 19 0 W INTO METAL STRUCTURE ALUMINUM: 1/8" THK. MIN. (GOG3-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy=3GK51, MIN.) "C" A4 - A CLUSTER OF (4) TYPE "A" ANCHORS AT HEAD C4 - A CLUSTER OF (4) TYPE ANCHORS AT HEAD TYPE "E": 5/ 1 G" TEKS/DRIL-FLEX SCREW (Fu= 120 KSI, Fy=92 KSI) AG - A CLUSTER OF (G) TYPE "A" ANCHORS AT HEAD CG - A CLUSTER OF (G) TYPE "C" ANCHORS AT HEAD INTO METAL STRUCTURE A8 - A CLUSTER OF (8) TYPE "A" ANCHORS AT HEAD D4 - A CLUSTER OF (4) TYPE "D" ANCHORS AT HEAD „ ALUMINUM: 1/8" THK. MIN. (GOG3-T5 MIN.) A 10 - A CLUSTER OF (10) TYPE "A" ANCHORS AT HEAD DG - A CLUSTER OF (G) TYPE I'D" ANCHORS AT HEAD '•' STEEL: 1/8" THK. MIN. (Fy=3GK51, MIN.) E34 - A CLUSTER OF (4) TYPE "B" ANCHORS AT HEAD D8 - A CLUSTER OF (8) TYPE I'D" ANCHORS AT HEAD 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 138 - A CLUSTER OF (8) TYPE "B" ANCHORS AT HEAD EG - A CLUSTER OF (G) TYPE "El' ANCHORS AT HEAD j,,k►u �.NO ,Ii it �s 3l ONP� v Oct 29th, 2018 �m 0 0 z Drawn Date Scale 10-12-2018 DRAWING NO. AD16— 29 A6 Sheet No. 26 OF 59 MIN. EDGE DI5T. 7 1 /8" MIN. EDGE DIST. 3 1 /4" TYPICAL ANCHOR SEE ELEVATION FOR SPACING TYPICAL ANCHOR SEE ELEVATION FOR SPACI ° a • ° °I CONCRIfTEa• ° °< ° n ° ore C UC0ok7�UGK fc a 35 1 5 PSI MIN. ° ° I BY OR"2BY WOOD#3UCK ° • 511 G" ANCYIORS , ° CONCRETE— ° °Cokl` RPETE ° ° < ° °° f�,=3'K51,MIN. °a w I'c =3 K51 MIN. °'Lu Q < QQ Q w 5 TRACK 5GD 4 TRACK 5GD 3" 3" 3" • • • 5 TRACK 5GD HEAD ANCHOR TYPES: TYPE "AA": 1 /4" DIA. KWIKCON (Fu= 137 KSI, Fy= 138 KSI) 1 1/2" MIN. EMBED INTO 5G=0.55 MIN. WOOD STRUCTURE OR THRU 1 BY OR 25Y WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fd=3000 PSI CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE "BB": 1 /4" DIA. ULTRACON (Pu= 177 KSI, Fy= 155 KSI) 1 1/2" MIN. EMBED INTO 5G=0.55 MIN. WOOD STRUCTURE OR THRU 1 BY OR 25Y WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fc'=3000 PSI CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE "CC": 5/ 1 G" DIA. ULTRACON (Fu= 177 KSI, Py= 155 KSI) 1 1/2" MIN. EMBED INTO SG=0.55 MIN. WOOD STRUCTURE OR THRU I BY OR 215Y WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fd=3000 PSI CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. 3" 3" 3" i 4 TRACK 5GD MIN. EDGE DIST. 1 3/ 1 G" MIN. EDGE D15T. TYPICAL ANCHOR STAGGERED TYPICAL ANCHOR NG AT 3" MIN. O.C. SEE ELEVATION FOR SPACING - - . ��p ° CONCRETE a CONCRETE °e °z_ °•° Pc = KSI MIN, a w � =3 KIN, '° fSI M ° w• Lu w U Cu • � Q \� 1 1/4" i(s) MIN. 3 TRACK 5GD 2 TRACK 5GD AA4 - A CLUSTER OF (4) TYPE "AA" ANCHOR5 AT HEAD AAG - A CLUSTER OF (G) TYPE 'IAA" ANCHOR5 AT HEAD AA8 - A CLUSTER OF (8) TYPE "AA" ANCHOR5 AT HEAD AA 10 - A CLUSTER OF (1 0) TYPE "AA" ANCHORS AT HEAD BB4 - A CLUSTER OF (4) TYPE "BBI' ANCHOR5 AT HEAD BBG - A CLUSTER OF (G) TYPE "BBI' ANCHOR5 AT HEAD BB8 - A CLUSTER OF (5) TYPE "BBI' ANCHOR5 AT HEAD BB 10 - A CLUSTER OF (10) TYPE "BBI' ANCHORS AT HEAD CC4 - A CLUSTER OF (4) TYPE 'ICC" ANCHOK5 AT HEAD CCG - A CLU5TER OF (G) TYPE "CC'I ANCHOR5 AT HEAD CC8 - A CLU5TEK OF (8) TYPE "CC" ANCHOK5 AT HEAD CC 10 - A CLUSTER OF (10) TYPE "CCI' ANCHORS AT HEAD I BY OR 2 BY WOOD BUCKS NOT BY ES WINDOWS MUST SUPPORT THE LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3" 3" 3" 3 TRACK 5GD • 3" 3" 3" 0000 40 it • • • . 2 TRACK 5GD �co 0 CID Z cQa cQ al d ZM CCQ Z F j W (0 L q W Z 0 0 w Z Z coco W Q �I CJ o J U U L CD tko • 004 •+ •• • 094 • 06 • w •••••r • • 0 Z• •• Q Cl) C17 llDOM ^^ v/ W > M X M Q JQ > > OQ J tL tL C 0 r Z_ Qn z z v o J N � to � p w o�D CV O CV F Q W. 0 3� om 0 Drawn Date SmIe 10-12-2018 DRAWING NO. AD16-29 A7 Sheet No. 27 OF 59 51LL ANCHOR TYPES: TYPE "A": 1/4" DIA. KWIKCON (Fu= 137 KSI, Fy= 135 KSI) 1 3/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE "B": 1/4" DIA. ULTRACON (Fu= 177 KSI, Fy= 155 KSI) 1 3/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. 3" 3" 3" i 5 TRACK 5GD 5 TRACK 5GD 3" 3" 3" i 4 TRACK SGD TYPICAL ANCHOR SEE ELEVATION FOR SPACING �;2-- N CONCRETE ° a $c =3aK51 MtN° .a c MIN. °EDGE 3 1 5/ 1 G" DIST. 4 TRACK 5GD 311 311 311 3 TRACK 5GD/ TYPICAL ANCHOR STAGGERED AT 3" O.C. a . Pc =3"K51 MIN' MIN. EDGE 1 7/8" DI5T. 3 TRACK 5GD �CO �00 00 U o `° r- a Z Z- CQ� a _ Z 0c? m LL D � W U . t W Z 0 w Z O :� U' �co U z W g C o o — r.,. U �r: c _ t. r. o a • • r • • •••• • • ••••• 3" 3" .03':•a . ..:..• 06 • p (U �•• • • •s O p Z �- it � v Q m LLI co Y a J (- > J � O Q LL 04 Z n 2 TRACK 5GD Z Z< v J U p (V (Cl rt') to o LLJ o TYPICAL ANCHOR 04 5EE ELEVATION FOR Q F SPACING W CONCRETE v to =3 KSI MIM o zm 9 MIN. EDGE DI5T. 2 TRACK 5GD om 0 Drawn Date Scale 10 i&2018 DRAWING NO. AD16-29 A8 Sheet No. 28 OF 59 7 1/81 7 1 /8 TYPICAL ANCHOR 8 SEE PAGES A I TO A8 U o m ? C\2 Cat .+ ° ° ead ` d d 00 ae -°e - d - U ' o» LQ CONRETE ° a ° e e ° a ° fc ' 3000 psi 144. d d ° ° ed Z M1 LT � J y W U) a V W p � w Z 0 y — 0 Z 67 M W N 69 g't o \ ( u 55 44 I A DETAIL } 3w LO Y m q L) *00 C.1 ... ...... ... .... . '.:. 0 ..'..' ....�. 0 — o w .... W W •.• p Q 111 XM w cc,) Q ( Q J J LL O Q LL Lu J Q r z Q Z z U �C�04 04 LO L0 ) W M (V O J (V 0 Fw-- 2A DETAIL I.I W ® I � 38 Ln 55 d TYPICAL ANCHOR - SEE PAGES o 36 FROM A I TO A8 66all56 11 0 11 11 11 111 11 11 11 1 �m 65 WAIi��bi ,1 �� + �!~�RIDA REGI RA�* i dz D awe Date tare-2me S.I. (S) CONCRETE ° a v ° ° i L e, 3 : j v ° °v : 4A.N. 28677 i vvRI C. —00o - MIN. _ e `va as e p� av a v <'.vz -IJ - • / T • DRAWING NO. a° av S :z AD16-29 MIN. EDGE D15T. ��I��S�`�01T40,' D1.1 l#lllllo,�� Sheet No. 29 OF 59 Oct 29th 2018 �CID TYPICAL ANCHOR '"m MIN. EDGE DIST. 3 I/4" MIN. EDGE DIST. 3 114" TYPICAL ANCHOR Z SEE ELEVATION FOR SPACING SEE ELEVATION FOR SPACING — c�c d U) to to ° °a a� ° w < ° Z F a�: CONCRETE f'e 3)OQ p5i,MIN: < °° METAL STRUCTURE W Z N W Z 0 (7 z co z q It co m m W g cv "' 0 N .-� t 17 34 I DETAIL N 17 34 I A DETAIL U 0 � 55 ! 44 D I 44 D I 24 ( 28 C G !I I i •� U III' R L �I 1 .... �. — IL — — • • • �• . . �• O 0 , 0 . . . 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EDGE DIST. + a < 3 1 5/ 1 G" + 6NN%: Dl ♦♦ FOUR (4) TRACK DOOR DETAILS Sheet Na Oct 29th 2018 30 OF 59 TYPICAL ANCHOR 3 DETAIL D2 4 DETAIL D2 L RAIDER OPTION SHEET K2 POP, LIMITATION THREE (3) TRACK DOOR DETAILS 3A DETAIL D2 4A DETAIL D2 SILL RAISER OPTION SEE SHEET K2 FOR LIMITATION �co �co co o,0 Z� �IN2 �W 0 z 0C Z < aw W U W W ZO W N Z 0 U z �co w g �10 o � U ��4 a V co cn • ors • . ....�. o cl) vi m J 3 M Q O J U- In Q� Z Z_ 0 z O N J '^ N to i (n (n W IN o co N O J N W 0 0 W 0 3T �m 0 0 Drawn Date Scale 1412-2011 DRAWING NO. AD16— 29 D2 Sheet No. 31 OF 59 MIN. EDGE DIST. TYPICAL ANCHOR �5EE ELEVATION FOR SPACING d c TYPICAL ANCHOR SEE ELEVATION FOR SPACING 5 DETAIL D3 6 DETAIL D3 SILL RAISER OPTION 5EE SHEET K2 FOR LIMITATION TWO (2) TRACK DOOR DETAILS MIN. EDGE DIST. TYPICAL ANCHOR SEE ELEVATION FOR SPACING a °a ° I- MaN� IO Z CbNCRETE° Z F ° <fc=3000 p51 1°Q D W � Lu p m w v 11 — Z U :� v 56 = Z ago 56 m Z N co 44 N W cat 0 17 0 '� .a m�8 5A DETAIL I D3 �. • .a ..... ers ' . • • ... I Z • > o a Q m O Q J LL LL 04 r r Z Z Z Q n 0 V N CDO ~ = J 04 N o p U p W ch w LU w w H W w 0 55 � w ty 6A DETAIL 55 D3 60 v 8 SILL RAISER OPTION SEE SHEET K2 FOR LIMITATION 44 : j p� m CONCRtTE PC - 3000 p5 IN. c9b w a v ° a Z v v — a ° , MIN. EDGE DIST. TYPICAL ANCHOR SEE ELEVATION FOR SPACING 0 om 0 ¢Z Drawn Date Scale 10-12-2018 DRAWING NO. AD16— 29 D3 Sheet No. 32 OF 59 11-m TYPICAL ANCHOR PANEL WIDTH TYPICAL ANCHOR Z �CID N SEE SHEETS J3 J4 SEE SHEETS J3 $ J4 C a FOR SPACING 51 41 45 21 42 55 - - 41 51 FOR SPACING z CoCQ M r. _ J I I I I I I ww L I- Z o w 45 21 42 55 0 z 0 CID nil u 00 I I I I I I > 27 50 18 00 .. d ••• ••. . •••• . M N.20*0040 ..•.. 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PLO P4.1 • � �C4,. ��ic5'SI0NA Oct 29th, 2018 �co �co co Z CQCQ U Z In� m Z Q aw D W 0 W Z w ci Z o m Z Z N W Q IN 0 Lo co (raj *4090 ' U • ..... , �. • v • .b ClZ m �M CC:), J0 O Q lL Z z \ > Q r Z 04 5 CD N (n /^ vJ N u7 Lr) CD M CV p J CV H W H T @m 0 0 �6 Drawn Date Scale 10-12-2011 DRAWING NO. AD16-29 D4.3 Sheet No. 36 OF 59 45 31 42 55 I I I I I I 45 31 42 55 50 23 D.L.O. 1 2" 16 DETAIL 4. 74 18 55 2 31 I I wva/o 46 33 D.L.O. 2" D.L.O. 3 3/4" 3 1 1 / 1 G" D.L.O. STANDARD INTERLOCK (LEVEL I) 5110WN. SEE 5t1EET KI FOR LEVEL 2 AND 3 REINFORCEMENT. PANEL WIDTH (I GADETAIL 1p,4. EXTERIOR FIVE (5) TRACK DOOR DETAILS 17 DETAIL 4. PANEL WIDTH DIFFERENT DETAIL 2" m . FOR ANCHOR, SEE SHEET J4 �� 0 a Z CQC,2 _ (� Z CO CQ 66 w Z aw F LU w Z C w Z 18 0 z U' c Z N a i 44 W co � � < o L, c REQUIRED FOR V 50 LEVEL 3 ONLY 2 oa a) 18 DETAIL 4. Ln a U .... . .00 60 • • • e ^ ee•e • • ee••• • • e•ee.• • • � ••e•e ee••ee • � • •e•• /� N • • • O Ze•%004 •• • • • p ti >CO e • • • P cn cn M xxQ Q>Q J LL O Z Z Z Q n ON C/ co 04 L > O W v N O J N Fw- W iL.tiRi�g3 Drawn Date Scale A.N. 28�677 i 0. 12-201e yy * e T ( DRAWING NO. 0 � F .W� ,0, ° ; z; AD16-29 FS•......•P4 .�` D4.4 •,,,fS1111 ON �• sheetNo. Oct 29th 2018 37 OF 59 43 DETAIL 4.5 COKNEK5 CAN BE USED ON ALL TRACK CONFIGUKATION5 5TANDAKD INTERLOCK (LEVEL 1) SHOWN. SEE SHEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. CORNER DETAILS 44 DETAIL 4.5 �0 —00 —00 Z r- .., 02N a 02 N Q U z n� Z F a� Y. J 7 W Z W 01 w Z O .� U Z a) CO W g N CO O 00 ' � U ..... � .... � 4 O P cn Uj m W M J > Q J� O (� r 5� r z Z 3: Q ZCA v J N c/) co N O CD M N O N W F- W 3T om 0 ��,,Ql� •�PIVg�'�'B:E• 4� �i, + A REGI$QTRA71Qt Drawn Date 10-12-2016 scale FLy 3 ' i A.N. 28677 yy • T ( — DRAWING NO. • of: Lu- D4.5 Sheet N. 38 59 Oct 29th 2018 45 DETAIL 4. CORNERS CAN DE USED ON ALL TRACK CONFIGURATIONS STANDARD INTERLOCK (LEVEL 1) SHOWN. SEE SHEET K I FOR LEVEL 2 AND 3 KEI N FOKCEMENT. CORNER DETAILS 46 DETAIL llp4. �C', to Z �a �Z-- a `,2 N a 0 z co� w Z < aw n/ J C W 0 W Z W o 12 Z (^ v Z �co z CO I W �"' o J } 3� U G 03 a U � ... • we ir :....: 0 . ,•... D.L.O. ... . . .I .••.. �... • r J . r ..•...7 p P cn QQ (7 � - y. s}gi.• to m CO M (n CD v M xx J LL 0 r tl LID r Z 3: Q r • ... EXTERIOR o o N O Cf) N04 � o O W M N O J N W c� W M.A.N. 28677 or- LU Oct 29th 2018 0 3 o 2 0 �z Drawn Date Scale 10-12-2018 DRAWING NO. AD16-29 D4.6 Sheet No. 39 OF 59 10DETAIL D5 STANDARD INTERLOCK (LEVEL 1) SHOWN. SEE SH EET K I FOR LEVEL 2 AND 3 REINFORCEMENT. I I DETAIL D5 FOUR (4) TRACK DOOR DETAILS 'D" — "" Sh1EET J4 )UIRED 9-1 12 DETAIL D5 • �L c83 A.N. 28677 Olt Fss, ON p, ,.�. �< N0 U z coCQ to Z Q a �; n/ J Q) LU �n W Z w Z a U z �M W Q It o J V } 3 w o0 U o C a�i q U � . cl) ..... r` J •i.• • r, N V Z::••p • . • • Q m Q > W MM X Q > > J LL J O Q LL Q z Z � Q z N p N M J coV/ ll^^ 04 Lr) O o LL, M N O J N W C� U) W D5 Sheet No. 40 OF 59 C PANEL WIDTH-rvoir-Al Anti-ur,o 1-00 00 �00 Z �c a CQN z coCQ W W L W Z 0 w Z 0�' U U W « `' 0 J ��4 U 0 3w a U �- c tV U � s • • e • • i • J •••• Ole O •� O p o W ••• 1 (n V U) C) Q W i 0 z c� z 0 J 0 N O N W 13 DETAIL 14 DETAIL 1 5 DETAIL 1 3A DETAIL D6 D6 D6 D6 �m STANDARD INTERLOCK (LEVEL 1) SHOWN. wn SEE SHEET KI FOR LEVEL 2 AND 3 - , •REGI+ R`E. Ap vJAA g : Drawn Date scale REINFORCEMENT. A. 7/ _ � � 10-12-201e *• * , DRAWING NO. ° z AD16-29 ON�`o a�`� D6 FOUR (4) TRACK DOOR DETAILS """"''' Sheet No. Oct 29th 2018 41 OF 59 16 DETAIL D7 STANDARD INTERLOCK (LEVEL I) SHOWN. SEE 511EET KI FOR LEVEL 2 AND 3 REINFORCEMENT. 1 7 DETAIL D7 FOUR (4) TRACK DOOR DETAILS FOR ANCHOR, SEE SHEET J4 18 DETAIL D7 co �00 �co U o `° Z CQC a z coN W Z � a w •� Y. W W a C w Z z �X a W C co CQ o U 5 0 REINFORCEMENT in co REQUIRED FOR on LEVEL 3 ONLY. , .... . ..... ...... . .. . . . ..... • e s e• .• 461e02i e••••• • • •••• • , • J e A •e • • 410, o — o v) uj co � m a O Q _jLL 0 LL z 3: z ar o o 714 J U) `^ N v, O CDLLI o (V O J N F 0 W �T om WAArt, � o REGI TRAT vRTDA Q* Drawn Dace scale LOA 3 .N. 286777 • cacz-zoca DRAWING NO. 0 ' AD16— 29 ,,�ii ,c:•••� C Q P ••' �,�'4`` Ol D7 III`a� Sheet No. 42 OF 59 Oct 29th 2018 T . .�.. ...�, PANFI_ WIDTH 1 E DETAIL 20 DETAIL D8 D8 STANDARD INTERLOCK (LEVEL 1) SHOWN. SEE SHEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. THREE (3) TRACK DOOR DETAILS 21 DETAIL D8 �00 �00 00 U o `° I- Z Z- CQCQ CQ CQ Q Z MN G Z F aw j W to W Z 0 W Z O ,� U v Z �00 W Q CQm o J U U E co U � C/) • 0 ' O CDZ Q Uj m _ jXQ� M Q Q J tL O Q LL n Z >r Z > Q Z N vJ CIJ � W CDo M N O W N W M 0 W !• A.N. 286�7j7 QF . W 0 0 Drawn Date Scale 70.72-2078 DRAWING NO. AD16— 29 D8 Sheet No. 43 OF 59 7 7/8" AL ANCHOR HEETS J, )PACING TYPICAL ANCHOR 22 DETAIL 23 DETAIL 24 DETAIL D9 D9 D9 LEVEL I REINFORCEMENT SHOWN. FOR REINFORCEMENT OPTIONS, SEE SKEET I1 THREE (3) TRACK DOOR DETAILS —we;. Or- .� O�iFs'3IONP, v Oct 29th, 2018 �Co �Co CoCo .� Z of �� a (� z n CQ W Z Q aw a W N W Z w 0 Z �+ Z oo Wg c o } ?r [rx., U 00 U in Lo • •• •• U • .... � . . • • T (n • d5 • 00000 U• • O Z C) � m � o p cn (n L11 h Q ?>> M J O Q J tl Z if Q z Z N 0 O J C/) ll^^ V! N (D p W O h N O N W (/) W I Drawn Date Scale 10-12-2018 DRAWING NO. AD16— 29 D9 Sheet No. 44 OF 59 TvoI/-A l A KIr-uno PANEL WIDTH 25 DETAIL 26 DETAIL DIO DIO STANDARD INTERLOCK (LEVEL 1) SHOWN. SEE SHEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. THREE (3) TRACK DOOR DETAILS 27 DETAIL DIO �m 00 ..00 Z ,4o) a �zl- �C,2 co 6,6 Zcmcl to Z < aG4 66 j W (1) � W Z 0 w Z q Z m v Z N � W � 01 o U U F • U 000 '9 .. . , . 00000 ..... .. n. � • o '. • ,.� . N ... o Z o 0 Q U m W M X M Q Q O Q J LL LL z_ Z > Q I� O N J f^^ VJ N L0 CD O M N O J N W W ,..Mljj Lc 983 0 A.N. 28677 •m • j • _ . of . LU. Pi 0 •.. p'`I tl sslONP��O� Oct 29th. 2018 a 3r O m 0 Drawn Date 5.1e 10-12-2011 DRAWING NO. AD16-29 D10 Sheet No. 45 OF 59 7 7/8" 2" FRAME WIDTH 26 DETAIL DII 1" 11 1/16" 1 /4"1 MAX. 29 DETAIL DII THREE (3) TRACK DOOR DETAIL5 TYPICAL ANCHOR SEE SHEETS J3 t J4 FOR SPACING W W � PC IC WE SEE SHEET J 1 $ J2 FOR JAMB OPTION $ FREESTANDING JAMB FOR 3 TRACKS OPTION %0 ::1�:,1 OF O a I o14 N, v Oct 29th, 2018 -Co U o Co (� z In � Z < a� W U) 0 a W Z 0 w 0 Z ) U C Z N W Q �� o U U Co m a .. •• U " so 0 • • • • • • • • Cn • • • •••••� • O ' �• b 0 U m M J LL LL Q O LL C 0 zi>>Q� z z �4 O N O U) VJ W CDO N O J N 0 W U) W 0 3T om 0 "o Drawn Date scale 10-12-2018 DRAWING NO. AD16- 29 D11 Sheet No. 46 OF 59 PANEL WIDTH 2" 30 DETAIL D12 FOR ANCHOR, SEE SHEET J4 REINFORCEMENT REQUIRED FOR LEVEL 3 ONLY POCKET DETAIL D.L.O. PANEL WIDTH 211 3 I DETAIL D12 FOR ANCHOR, SEE SHEET J4 REINFORCEMENT REQUIRED FOR LEVEL 3 ONLY "-(,o �co co U �� a Z _ Ol CQ a (� z CO� j q W W Z ,n ti CQw z rn V Z M N co W Q CQ O U E6 • • • f) ••• •••••• •• •••• ...... • .... . . ..... ...... . . • ..... *0000* • • • Off • • • • V • LO ••• o V o Li — > Q M U) ct) m _ M X Q J LL O Q LL z z_ 1` 2 z Q� Z O N N (O J U) o w O M CV O N LLI 0 1-- 19 U) w 0 �T om 0 ,�� Q pfJ�is•••@�E. �� L'C)K1DA R_E��G�pI�TRATV �i� : �LGftiiiq 3 A. Nor 28677/ Drawn Date tail-zofe Srale yy = * • T ( /.. l f • Lu ,.0 ;: z� �.,�� FS ,...•P� .�` DRAWING NO. AD16-29 D12 Sheet No. 47 OF 59 Oct 29th 2018 z• m V � o.� 1 7/6" 1 7/8" Z i� CQ C1 �g 79 FOR AN CH R, -78 �g FOR ANCNiK� V," z 00 Cto 0 SEE SHEET 4 SEE SHEET Z Q aw LIJ N W Z w Z 0 °� U Z W Q o 45 22 80 0 45 31 80 0 } w �. U U 00 FE U44 see* ....� .. ...... . . ..... 3/4' ...... Cn • G.B. G.B. • • 06 • 32 REINFORCEMENT REINFORCE4f-NT . �•��r- REQUIRED FOR REQUIR€f) FOR • o U. 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ONLY • • O .. b Z o cl m cf) U) xx � Q O Q J cl LL t r Z � 2 r- Q r Z j Z v 0 N O O cli 04 c V/ Lo CDCDW M N O J N W W om �R1GAA RREGV�,TRATIQp�rs Drawn Date scale i A.N. 286777 +a+z-zore DRAWING NO. �l 01 .Lj- AD16-29 ON �� D13 P� Oct 29th 2018 Sheet No. 49 OF 59 —1-1 1-1--- -7 -71QIr 35 DETAIL D14 STANDARD INTERLOCK (LEVEL 1) 5H OWN . SEE SHEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. 36 DETAIL D14 TWO (2) TRACK DOOR DETAI L5 37 DETAIL D14 TYPICAL ANCHOR i & .14 211 FREESTANDING JAMB OPTION • T s 0•P SION Oct 29th, r-?� -0 U o CO CQC66 a 0 z co� Em LL � W W Z w z0 C7 z Z v �c W C� u 3w 0 U 00 Lo U... , •,,,• ...».. ..... � n be � q 8 z r o o Q �M c/) w m M J Q J LL C) r r z � Q z Z �CN o o CN J N CDLLJ r� (V p J N w W qm 0 0 a� Drawn Date Scale 11112-2011 DRAWING NO. AD16-29 D14 Sheet No. 50 OF 59 TYPICAL ANCHOR 38 DETAIL D15 39 DETAIL D15 TWO (2) TRACK DOOR DETAI L5 TYPIrAl AN( -'HOP 3 t J4 0 o� uw RM 2" PANEL WIDTH 40 DETAIL D15 r-00 00 —C CO Z of r- Z'- q CQC d FOR ANCHOR, _ SEE SHEET J4 0 z coCQ w Z < aw D W 0 a 0 W Z CQw L Z .y m v It I W "' o c U 18 U o¢ 0 w 44 w RE* fQ%,EMEMT () ••• REQUIRED FOp•• LEVO'I! 3 )NLY '• •••• • •.•• •• ' • • •• •• •• ••r•.• • • . U..... . . p z o c Q m m 0 "' LL- Q ' O z z Q� 0 Z O N Cn v/ CDW cm) M CV C) J N W F- Cn cn W .. WAN. Of sl11.1111 ONP',,O� Oct 29th, 2018 �T om 0 Drawn Date 1Qi2-2018 Scale DRAWING NO. AD16— 29 D15 Sheet No, 51 OF 59 PANEL WIDTH 7 7/8" 41 DETAIL D16 STANDARD INTERLOCK (LEVEL 1) SHOWN. SEE SHEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. 42 DETAIL D16 TWO (2) TRACK DOOR DETAILS 43 DETAIL DIG �00 00 V � o .) 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AD16-29 D16 Sheet No. 52 OF 59 G.381 " 1 0. 1 25" HEAD (3 TRACK) I ES-5GD2020-001 0003-T0 Ln It 0. 125" rorol 0. 1 25" - CO 71 SILL (3 TRACK) 2 ES-SGD2020-002 6063-TG UNANCHORED JAMB (3 TRACK) UNANCHORED JAMB REINF. ��S-� 0FOR3 TRACK SGD2020-005 COGS-T0 ES-SGD2020-OOC 0005-T5 in O. 1 25" 4.974" HEAD (2 TRACK) C12 E5-5GD2020-01 I 0003-T0 3.995" FRAh.!E SILL COVER (3 TRACKS) - 0 3 cm ES-SGD2020-003 0003-TG O.OG3" m 0 0 50 " SILL RAISER G7P5F 7 E5-5GD2020-007 GOG3-TG 2.390 0.080" O O m N 0 50 " STANDARD SILL RAISER 53P5 8 E5-5GD2020-008 GOG3-TG 0.0G2" m N 1. 1 62" 9 POCKET JAMB JAMB SCREW COVER ES-SGD2020-009 0003-T0 I O ES-5 GD2020-010 00G3-T(S LC) 0. 148" N o 4.G43" 1 SILL (2 TRACK) ES-5GD2020-01 2 I .92G" N O 0 0 FRAME SILL COVER (2 TRACKS 13 GOG3-TG 1\-� E5-5GD2020-013 GOG3-TG t G.OG5" U 2.000" z I z ZF wU) Z o z z g _ w T2 0.10011 i o ... (3 TRACK) �•�••; o 4JAMB 4 �" ES-SGD2020-004 GOG3-TG 1 .984" 0.984" JAMB (2 TRACK) ES-SGD2020 :4 P 4AI A •. &Q-G3-TG FRAME SILL COVER (4 TRACKS) 3G ES-SGD2020-013 0003-T0 j ! � SION Oct 29th. 2 (3 z J Cl) 0 N O N 0 U Cn v� w z` CO .� Co �m 0 C\l0 d 0� to a� a� d � In w o CQ w �Co Co �� o .r U 3� G o� Co • U• ZUi .,...� Q ' M > W M %S > i 4 O—j Q J LL Z Q z N O � o W J W F- 0 �T om 0 Drawn Date Scale 10-12-2018 DRAWING NO. AD16- 29 PARTS Sheet ND. 53 OF 59 �00 co U . o ? CQc 66 2.000" �f 0. 1 2 0" (� z M CQ Z_ Q a w m O — j s .. L71 I" W 0 W z w 1 2.000" l Z_ (7 Z co co � in JAMB SCREW COVER HEAVY INTERLOCK REINF. Z N 0 17 19 W g � o o �r ES-601 I 6063-T6 ES-SGD2020-019 6063-T6 } 3w 0.125" 0.230" T1 - Ln 0.055" _ - ..... ; .'. C) .•.; U 2.000" •••••• .... ...... UN -ANCHORED JAMB REINF. .... . . • ..... UNANCHORED JAMB (2 TRACK) OTRACK INTERLOCK AND LOCKSTILE SCREW COVER HEAVY INTERLOCK REINF. COVE': : ��E5 �R,2 I20 .. •••••• E5-SGD2020-015 6063-T6 2020-016 6063-T6 ES-SGD2020-018 6063-T6 E5-5GD2020-020 606V'�T;C; 2.001" ;•• ; o ••• . _ r o 2.000" "' � QQ 0 ( M x 3: Q J 0 tL 0 n r Ln m _ Z Z Q n > z CN O 00 > N _ 0.078' cn O 0.090" CD N co w I .53 5 0. 100" 6? w REINF. FOR INTERLOCK INTERLOCK FOR LAMINATED GLASS ASTRAGAL 21 22 23 ES-SGD2020-021 6005-T5 ES-SGD2020-022 6063-T6 ES-SGD2020-023 6063-T6 I .745" 0 1.745" 1.000" 1— -j 3.658" BOTTOM RAIL FOR LAMINATED GLASS om Ln 0.094° d 25 .<<' Tf ES-SGD2020-025 �%0.0001, o e` ++ e '�FLdR A REGIJTRATQf* r� — O ` • v LC 3 •: : AX 28677 Drawn Date atz-zma scale O • • yy f T DRAWING NO. .''y�' .•c�. loi+� L O•A.•`�C� TOP RAIL FOR LAMINATED GLASS FIXED STILE FOR LAMINATED GLASS LOCK STILE FOR LAMINATED GLASS '�.,FSs�pP��.�` PARTS 24 26 27 5heetNa. 54 OF 59 ES-SGD2020-024 6063-T6 ES-SGD2020-026 6063-T6 E5-SGD2020-027 6063-T6 Oct 29th 2018 - "m U o `° , 0.500" 0.500" z 1.000 * V," Z 0 0 r. .745" 0.0G3" 0.0G3" Z aw .: En m 0.090" 0.004" n C9 W 0) L W p o z > w 0 't� - W Q o 3P, ao U Q) 00 a 1 .745" BOTTOM RAIL FOR FIXED STILE FOR 0 �•• :• U • TOP RAIL FOR INSULATED LAMINATED ULATED LAMINATED INSULATED LAMINATED SILL RAISER - 90 PSF ILER - 80 PS'P•• 28 q��E5-SGD2020-029 30 38 9�7-L,,�R)m)n • ES-SGD2020-028 0003-TG GOG3-TG ES-SGD2020-030 0003-TG ES-SGD2020-040 G003-TG -041 ..�063-TG ; ; 0.58��9� Nw Ln oLn — — 0.I25" o O 2.000" .. ..up • • . or- v O N:.•. •.: o .2 m l 3.G58" 2.000" O c� N Z_ 3: < z Q Z O N 0. 100" `f J Cn N CD CD w REINF. FOR INTERLOCK - LOCK STILE FOR INSULATED INTERLOCK FOR INSULATED - - o INSULATED LAMINATED GLASS LAMINATED GLASS LAMINATED GLASS O oJi J 32 33 31 E5-5GD2020-032 GOG3-T0 ES-SGD2020-033 GOG3-TG ES-SGD2020-031 GOG3-TG v� - O O w Ln 8.45 1 " O o O O o m FO. JL- 25" 0i� 1 8.G58" 1 �.- l$ A REGI TRA V : j Drawn Date Scale L 3 A.N. 28677 doo-,z-zo,a y • '}( � • O DRAWING NO. '�'�a� AD16-29 JAMB - 4 TRACK �;•.�LO¢•..��,,�� HEAD - 4 TRACK SILL - 4 TRACK 37 ES-SGD2020-038 0003-T0 PARTS 34 35 Sheet No. 55 OF 59 ES-SGD2020-034 GOG3-T6 ES-SGD2020-035 0003-T0 Oct 29th 2018 N N Ln 2.070" 9. 1 37" 2.070" 2.070" FRAME SILL - 5 TRACKS 65 ES-SGD2020-055 6063-TG 0. 1 20" SER - 5 TRACKS ��5(-�5GD2�020-�OG 6063-T6 Ln 2.070" FRAME FRONT SILL 66 ES-5GD2020-054 6063-7; 8.057" 2.070" 2.070" FRAME tlEAD - 5 TRACKS 69 E5-5GD2020-063 6063-T6 6.892" JAMB- 5 TRACKS 73 ES-SGD2020-065 6063-T6 co 2.959" Ifl — N o LJ G07FRAME FRONT t1EAD 67 E5-5GD2020-062 6063-TG 4. 1 72" FRAME FRONT JAMB 70 ES-5GD2020-064 6063-T6 3.27 1 " 0 'n O m O - N (h — 0 REINF. FOR LOCK STILE LAM. GLASS 74 E5-5GD2020-07 I 6063-T6 Sp o,, 2.210" �� 00 . V oco Z �� a cQC a 00 (� z co CQ t4 Z Q aw LL � W U) , W Z 0 o iche 7 r. Z U .- Z 0m W Q J � co O U FRAME FRONT SILL 7I °° tW E5-SGD2020-056 6063-T6 a 2.210" O N N FRAME F 20-0RONT SILL 75 ES-SGD2068 6063-T6 2.380" m o 0.1 5" REINF. FOR LOCK STILE (IN SL-LAM.) 81 E5-5GD2020-07X 6063-TG TL`.'AX 28 tc sic Fenn U z 0 J 0 N O N (D U) w L) v S o Q � M U m _ > M Q O Q J LL r r- Z 3: Q r j Z v CD N N � Lo o W M JI W H a 3T om 0 e Drawn Date Scale f0-12-2o78 DRAWING NO. AD16-29 PARTS Sheet No. 56 OF 59 BILL OF MATERIALS BILL OF MATERIALS CO U o� Z r-� C11 c 00 Z cl) 01 Z J �^ W D Lu O NW Z U Z M k m A. N d� W g N r, >. (D w In U G • V + • ss ••• a� r. � � o o • •• ITEM PART DESCRIPTION MATERIAL REMARKS ITEM PART DESCRIPTION MATERIAL REMARKS I E5-5GD2020-00I HEAD (3 TRACK) GOG3-TG 4G W232 1 I NG INTERLOCK ASTRAGAL POLYPROPYLENE - 2 ES-5GD2020-002 SILL (3 TRACK) G0G3-T0 47 WA2L WEEPHOLE COVER POLYPROPYLENE - 3 ES-SGD2020-003 FRAME SILL COVER GOG3-TG 48 QEZ 447-1 QLON FOAM ALL STRUCTURE 4 E5-SGD2020-004 JAMB (3 TRACK) 0003-TG 5 ES-5GD2020-005 FREESTANDING JAMB (3 TRACK) 0003-TG - 49 P501-0035-008 RECESSED FACEPLATE 515ML LOCK TWO POINT - G E5-SGD2020-00G UN -ANCHORED JAMB REINFORCEMENT FOR 3 TRACK 0005-T5 - 50 P501-0035-OOB INVOLUTE HANDLE SET - 7 ES-SGD2020-007 HI SILL RAISER 3-1 / 1 G" HEIGHT GOG3-TG - PSO -001 4-000 - 8 ES-SGD2020-008 STANDARD SILL RAISER 2-0/1 G" HEIGHT 0003-TG - P501-0014-OOB - 9 E5-SGD2020-009 POCKET JAMB GOG3-TG _ 10 ES-SGD2020-01 O JAMB SCREW COVER GOG3-TG - PSO I -001 4- 1 1 7 - II ES-SGD2020-01 I HEAD 2 TRACK 0003-TG P50 - 1005-005 P501-OOGO-OOO 2P 8,DJUSTABLE STRIKE POLYPROPYLENE - 12 ES-SGD2020-0I 2 SILL 2 TRACK 0003-T0 13 ES-SGD2020-01 3 FRAME SILL COVER GOG3-TG - 14 ES-SGD2020-014 JAMB (2 TRACK) GOG3-TG 52 SGD-1700 BUMPER STEEL AND RUBBER -CD 15 ES-5GD2020-01 5 FREESTANDING JAMB (2 TRACK) 0003-TG - 53 1 98G-PRN-300055 ROLLER STAINLESS STEEL - I G ES-5GD2020-01 G FREESTANDING JAMB REINFORCEMENT FOR 2 TRACK 0003-TG - 54 GTT- 150OG-HKA-01 -TE ROLLER - ZAMAK • 004000 17 ES -GO I I JAMB SCREW COVER GOG3-TG - 55 - # 10 X 1-1 /4" P.H. SCREW FOR PANEL ASSEMBLY 5T/ST • • • - • • • 18 ES-SGD2020-018 INTERLOCK AND LOCK STILE SCREW COVER GOG3-TG - 19 ES-SGD2020-01 9 HEAVY INTERLOCK REINFORCEMENT 0005-T5 - 5G - #1 2 X 1 -1/2" P.H. SCREW FOR FRAME ASSEMBLY ST/5T • •••• - • • • 20 ES-5GD2020-020 HEAVY INTERLOCK REINFOOCEMENT COVER 0003-TG 57 _ #8 X 3/4" P.H. SCREW FOR HANDLE STRIKE ST/ST • • • • • _ , 06 p O � Q Z - o N O Np C7 w • • • • • • • • • • • • • • ••i••• 000000 • • •. is C.i • � 1 • • •R! •Q 8 co m m co th Q Li- 0 Z Q Z g v o W LO o v J 21 ES-SGD2020-02 1 REINFORCEMENT FOR INTERLOCK 0005-T5 - 58 - #I O X IF.H. SCREW FOR MORTISE LOCK "- •• ST/ST• 00000 • • • 22 ES-SGD2020-022 INTERLOCK FOR LAMINATED GLASS 0005-T5 - 59 - #12X I" P.H. SCREW FOR BUMPER ST/ST • • • 23 ES-SGD2020-023 ASTRAGAL 0005-T5 - 24 ES-SGD2020-024 TOP RAIL FOR LAMINATED GLASS GOG3-TG - GO - # I O X I" P.H. SCREW ST/ST ++ +• • • • 25 ES-SGD2020-025 BOTTOM RAIL FOR LAMINATED GLA55 GOG3-TG - 0 I - I /4-20 X 2- I /2" PAN HEAD SCREW ST/ST • • ,41J 2G ES-5GD2020-02G FIXED STILE FOR LAMINATED GLA55 0003-TG 02 DG983 DOW CORNING 983 STRUCTURAL SILICONE SILICONE • • • - • • • 27 E5-5GD2020-027 LOCK STILE FOR LAMINATED GLASS GOG3-TG - 28 ES-5GD2020-028 TOP RAIL FOR INSULATED LAMINATED GLASS GOG3-TG G3 DC791 DOW CORNING 791 SILICONE - • + • • 29 E5-5GD2020-029 BOTTOM RAIL FOR INSULATED GLA55 GOG3-TG - G4 - GLAZING SPACER ALUMINUM HELIMA 30 ES-5GD2020-030 FIXED STILE FOR INSULATED LAMINATED GLA55 0003-TG - G5 E5-5GD2020-055 FRAME SILL- 5 TRACKS GOG3-T0 - 31 E5-5GD2020-03 1 INTERLOCK FOR INSULATED LAMINATED GLA55 GOG3-TC - GG E5-5GD2020-054 FRAME FRONT SILL GOG3-TG - 32 E5-5GD2020-032 REINFORCEMENT FOR INTERLOCK INSULATED LAM. GLA55 0005-T5 - G7 E5-SGD2020-OG2 FRAME FRONT HEAD G093-TG - 33 ES-5GD2020-033 LOCK STILE FOR INSULATED LAMINATED GLA55 GOG3-TC - GS E5-5GD2020-02 1 INTERLOCK REINF. FOR LAMINATED GLA55 GOG3-T5 - 34 ES-5GD2020-034 HEAD (4 TRACK) GOG3-TG - G9 ES-SGD2020-OG3 FRAME HEAD - 5 TRACKS GOG3-TG - 35 ES-SGD2020-035 SILL (4 TRACK) GOG3-TG - 70 ES-SGD2020-OG4 FRAME FRONT JAMB 0005-T5 - 3G ES-5GD2020-03G FRAME SILL COVER (4 TRACK) 0003-TG - 71 ES-5GD2020-05G FRAME FRONT SILL GOG3-TG 37 ES-5GD2020-037 JAMB (4 TRACK) 0003-TG 72 ES-SGD2020-00 POCKET DOOR CLOSER - 5 TRACKS G063-TO 38 ES-SGD2020-040 SILL RAISER 4-3/1 G" HEIGHT 0003-TG - 73 ES-SGD2020-OG5 JAMB - 5 TRACK GOG3-TG 39 E52020-GO I GLAZING GASKET FOR LAMINATED GLASS SILICONE, DURO 70 - 74 E5-5GD2020-071 REINF. FOR LOCK STILE LAM. GLASS 0003-TG 40 ES2020-GO2 GLAZING GASKET FOR LAMINATED GLASS SILICONE, DURO 70 - 75 E5-SGD2020-OG8 FRAME FRONT SILL GOG3-TG 41 E52020-GO3 GLAZING GASKET FOR INSULATED LAMINATED GLASS SILICONE, DURO 70 - 7G ALU-P-O 18 SUPPORT FOR HANDLE LOCK GOG3-TG 42 E52020-GO4 INTERLOCK BUMPER BLACK PVC, GO SHORE D - 77 ALU-P-020 SUPPORT FOR HANDLE LOCK GOG3-TG - 43 E52020-GO5 GLAZING GASKET FOR INSULATED LAMINATED GLA55 SILICONE, DURO 70 - 78 E5-W525-014 COVER -POCKET GOG3-T5 - 44 W23221 NG SILL, HEAD PILE POLYPROPYLENE - 79 ES-5GD2020-OG9 HOOK STRIP BASE 0003-TG - 45 W23 1 7 I NK INTERLOCK PILE POLYPROPYLENE - 80 ES-SGD2020-070 HOOK STRIP GOG3-TG 81 ES-SGD2020-07X REINFORCE FOR LOCK STILE (INSUL-LAM) 0003-TG 82 ES-SGD2020-041 SILL RAISER GOG3-TG - a 40 � � L'4 A REGI�TRAIVt ' L«q 3 °. Drawn Date Scale A.N. 28677/ a z-zma * • y T { _ • of w DRAWING NO. AD16-29 10 s♦ 0 elf 10 BOM lot sneeTNo. 57 OF 59 Oct 29th 2018 HEAD BOTTOM VIEW TOP VIEW SILL (TOP VIEW (BOTTOM VIEWVIEW HEAD ES-SGD2 PIN 0.190 SILL ES-SGD� PIN 0.190 HEAD SILL MEETING --) WAti "--A.N. 28677 -ti PLOR�, 8100\ Oct 29th, 2018 1-00 —00 -00 Z �� a z Co� tw W in a W Z w 0 Z z �00 Z N It E W Q cMn o C U US C Q G C • ••• f f � r � — o Q v7 C/) CO co Q J LL Q LL In C4 z Z_ z Q Q CD N J v, N in to p W r� N O J 0 1- v� w 0H 3r E2m 0 0 n,_ Drawn Date 1412-2018 Scale DRAWING NO, AD16-29 ISO Sheet No. 58 OF 59 50 FRAME TOP CORNER 3 TRACK SHOWN FRAME TOP CORNER 2 TRACK SHOWN FRAME BOTTOM CORNER FRAME BOTTOM CORNER 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOP CORNER r00 -� � Z cQN 50 z coC N J � LL W � U) W Z w Z O .0 U t1� > 00 w g �� o 0 wo See 4L • •00 ••Soso • . • •e•• :Soso: ,••• • •Soso *00 •. • :.. ..., . • *.so p U• ••. • i Z •.• • • F Q �� 49 N m M J Q J O '� (D Z Z Z Q r C) co O W O C) GV O N W F- W Drawn Date Scale ia12-2018 DRAWING NO, AD16-29 ISO Sheet No. 59 OF 59