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WS-19-1690e I� 4 w�o�q-1q-16�0 a Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit No.: VIES-07-19-1690 IV— a Permit Type: Vl indows/ShU tern W rrk.Classiftcation: Window/Door Replacement Permit status: Approved: Issue Date:,08/05/2019F - Expiration:02/05/2019 Parcel Number 9701 N MIAMI AVE, Miami Shores, FL 33150 1132060130970 Contacts STARFISH HOMES LLC Owner 3001 W HALLANDALE BEACH BLVD, PEMBROKE PARK, FL 33009 Business: 9549811154 1AZAYRI CONSTRUCTION INC. Contractor SAM JAZAYRI 3001 W HALLANDALE BEACH BLVD 300, PEMBROKE PARK, FL 33009 Business: 9549811154 . .. .......... Description: CHANGE 7 WINDOWS AND 2 DOORS TO Valuation: $ 5,000.00 Inspection Requests: 305-762-4949 IMPACT/HURRICANE. Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.85 DCA Fee $2.00 Education Surcharge $1.00 Scanning Fee $12.00 Technology Fee $4.75 Windows/Shutters Fee $140.00 Total: $215.60 Payments Date Paid Amt Paid Total Fees $215.60 Credit Card 07/23/2019 $50.00 Credit Card 08/05/2019 $165.60 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certithe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction ding F�e re, I authorize the above named contractor to do the work stated. I �% /// / Applicant / Contractor / Agent Date August 05, 2019 Page 2 of 2 Miami Shores Village RECEIVED JJ2 32019 g p off\ \1 Building De artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 /_tZ FBC M'2t BUILDING Master Permit No. J"y�" (� ' l G 6� PERMIT APPLICATION Sub Permit No. �UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP Q CONTRACTOR DRAWINGS JOB ADDRESS:__ 1}O)�V4 City: Miami Shores County- Miami Dade Zip: 33) 5 6 Folio/Parcel#: I I — 3 20 L — O 13 — o q }o Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): rJ+c,,t _ 1 SI1 t(,t)Vvt s LAC Phone#: Address: 00 ( w 13r_1i aI U A- SUiK 10 G City: Qeyh,br04u EarK State: fL zip: 33 coo q _ Tenant/Lessee Name: Email: CONTRACTOR: Company Name: la L_ &`If rI 6VK4 filV C,�_ 10Y1 Phone#: q 5,4 Address: Stu( w tlal(aK"(e ar_ etvA ye '? city: ?e, W%WuState: zip: Qualifier Name: M Phone#: q s4 _ as ) — i Is y State Certification or Registration #: C v C- 0'- 58 (0 S Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 5 ODO Square/Linear—F,000tage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New U Repair/Replace ❑ Demolition Description of Work: CV-0,A0j e Lr)1�t --TrytQg Q- jPyrf ( cQltiQ buivI c�UiAfF aoor:-S a l,N I N-DOWS .1 Specify color of color thru tile: Submittal Fee $ �� Permit Fee $ CCF $_ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Structural Reviews $ Training/Education Fee $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 1 G S (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 on 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 4"4" 0 NERorAGENT The foregoing instrument was acknowledged before me this th �Q day of 20 by ffav ' QI,v Sato-Hrt who is personal) o me or who has produced �l �, as identification and who did take an oath. r Signature CONTRACTO The foregoing instrument was acknowledged before me this J a K day of (JIU 120 19 , by SaWI Tt t za.N! t who is pe'onally known to me or who has produced as identification and who did take an oath. NOTARY PUBLICF! ROSALIN ALZAMORA NOTARY PUBLIC: �i ' � =• • � S,81e of Floride-Notary Public j •�. = commission 4 GG 242544 ^ My Commission Expires Sign : Sign: Print: Print - Seal: n AJiCA/Y►v2t Seal: ,,.;;�: ROSALIN ALZAMORA State of Florida -Notary Public Commission # GG 242544 My Commission Expires August 25, 2022 ************************** ******* ************************** *********** APPROVED BY G (r l Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) THIS INSTRUMENT PREPARED BY: STEVEN J. GLUECK, ESQ. Law Office of Steven J. Glueck, P.A. 2020 NE 163`d Street Suite 300 North Miami Beach, FL 33162 Tel: 305/948-8880 CFN: 20190445716 BOOK 31528 PAGE 4421 DATE:07/17/2019 03:41:18 PM DEED DOC 2,298.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY AND IS TO BE RECORDED AND RETURNED TO: KELLY BOOKSTEIN/JEZETTE ACOSTA Title Guaranty of South Florida, Inc. 3265 Meridian Parkway, Suite 100 Weston, FL 33331 Tel: 954/389-9483 SPECIAL WARRANTY DEED THIS INDENTURE executed the,), day of July, 2019, by DOUGLAS DOAN a/k/a DOUGLAS A. DOAN, a single man, whose post office address is 4400 SW 73rd Terrace, Davie, FL 33314, BARRY DOAN a/k/a BARRY J. DOAN, a married man, whose post office address is 3821 W. Daffodil Lane, Miramar, FL 33025, and BRIAN DOAN a/k/a BRIAN A. DOAN, a married man whose post office address is 17121 NW 47 Avenue, Miami, FL 33055, hereinafter called the Grantor, to: STARFISH HOMES LLC, a Florida limited liability company, whose post office address is 3001 West Hallandale Beach Blvd, Suite 300, Pembroke Park, FL 33009, hereinafter after called the Grantee: (Wherever used herein, the terms, "Grantor" and "Grantee" shall include the singular and plural, heirs, legal representatives and assigns, whenever the context so admits or requires.) WITNESSETH, That the Grantor, for and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, does hereby grant, bargain, sell, alien, remise, release, convey and confirm unto the Grantee, all of the Grantor's right, title and interest, in that certain land situate in MIAMI-DADE County, Florida, viz: South '/z of Lot 13, all of Lot 14, Block 7, Amended Plat of Miami Shores Section One, according to the Plat thereof as recorded in Plat Book 10 at Page 70, of the Public Records of Dade County, Florida. Parcel I.D. No.: 11-3206-013-0970 TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same, in fee simple forever. SUBJECT TO restrictions, reservations, easements, limitations, conditions, and rights of way, of record; laws, zoning laws, regulations and ordinances affecting said lands, without intention to reimpose the same; and taxes accruing subsequent to December 31, 2018; (Continued on following page) CFN: 20190445716 BOOK 31528 PAGE 4422 Doan to Starfish Homes Special Warranty Deed Page 2 of 4 AND EACH GRANTOR hereby warrants title to said land and will defend same against the lawful claims of all persons claiming by, through or under said Grantor. AND EACH GRANTOR further warrants that the subject property is not the said Grantor's homestead within the meaning set forth in the constitution of the state of Florida, nor is it contiguous to or a part of homestead property. Each Grantor's residence and homestead address appears above following his respective name. IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in our presence: (`_�-,6, - e��C&OL — oc,_ L_ GQAo — X Signature of Witness No. 1 DOUGLAS DOAN a/k/a DOUGLAS A. DOAN �_� L4,,jc' �- Q0,6a Print Name of Witness No. 1 Signature of Witness No. 2 <—�', L'J_ 04eZic Print Name of Witness No. 2 STATE OF FLORIDA } COUNTY OF MIAMI-DADE ) The foregoing instrument was acknowledged before me this day of July, 2019, by DOUGLAS DOAN a/k/a DOUGLAS A. DOAN. Personally known Notary Public o..�..... STEVEN J GLUECK Produced as identification: ro state of Fiorida Notary Public Commission # GG 176168 My commission expires: „�,, My Comr fission Expires OFFICIAL INK STAMP: "'� �' March 06, 2022 (Continued on following page) CFN: 20190445716 BOOK 31528 PAGE 4423 Doan to Starfish Homes Special Warranty Deed Page 3 of 4 _P3- Signature of Witness No. 1 Print Name of Witness No 1 Z� Sign of Witn�`ess- (Dk ������ Print Name of Witness No. 2 BARRY DOA a BARRY J. DOAN STATE OF FLORIDA ) COUNTY OF MIAMI-DADE ) r The foregoing instrument was acknowledged before me this 2 day of July, 2019, by BARRY DOAN a/k/a BARRY J. DOAN Personally known Notary Public Prod ed as identification: .L - • My commission expires: OFFICIAL INK STAMP: Sfaen J. Glueck NtOtARY PUBuc STATEOF FLORIDA f COM4GG176168 8xpireS 3/6/2022 (Continued on following page) CFN: 20190445716 BOOK 31528 PAGE 4424 Doan to Starfish Homes Special Warranty Deed Page 4 of 4 Signature of Witness No, 1 "1 �1 � L tit Print Name of Witness No. 1 Signature itnes o.2 Print Name of Witness No. 2 BRIAN DOAN a/k/a BRIAN A. DOAN STATE OF FLORIDA ) COUNTY OF MIAMI-DADE ) f, The foregoing instrument was acknowledged before me this j� day of July, 2019, by BRIAN DOAN a/k/a BRIAN A. DOAN Personally known Produced as identification: (-. 19-1015.SWD g l4r40 Notary Public 1� , ST`VFN J GLUECK FjorMy commission expires: e"-Stace of 96jon9 N G 1Y Public ,F Comml0elon M GG t76t68 OFFICIAL INK STAMP: r nnv OQmmlaoion (wx fires ,i Mvgh 00, 2023 , ill Detail by Entity Name Page 2 of 3 Detail by Entity Name Florida Limited Liability Company STARFISH HOMES LLC Filing Information Document Number L18000159955 FEI/EIN Number 83-1109447 Date Filed 06/29/2018 Effective Date 06/29/2018 State FL Status ACTIVE Principal Address 3001 W HALLANDALE BEACH BLVD SUITE 300 PEMBROKE PARK, FL 33009 UN Mailing Address 3001 W HALLANDALE BEACH BLVD SUITE 300 PEMBROKE PARK, FL 33009 UN Registered Agent Name & Address JAZAYRI, HANNAH J 3001 W HALLANDALE BEACH BLVD SUITE 300 WEST PARK, FL 33009 Authorized Person(s) Detail Name & Address Title MGR JAZAYRI, HANNAH J 3001 W HALLANDALE BEACH BLVD PEMBROKE PARK, FL 33009 UN Title MGR ENGLISH, LORI 3001 W HALLANDALE BEACH BLVD PEMBROKE PARK, FL 33009 UN Annual Reports Report Year Filed Date 2019 03/21 /2019 Document Images 03121/2019 -- ANNUAL REPORT View image in PDF format 06129/2018 _=_Florida._Limited._Liability View Image. in PDF format http://search. sunbiz. org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/23/2019 014ec- C] RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA dbpr DEPARTMENT OF BUSINESS -AND PROFESSIONAL REGULATION CONSTRUCTION ,IN �:..LJ�STR_ ' Lt €�EN`SING BOARD r THE GENERAL. CONTRACTO1R H�?EREINNNNNN.IS CE 2AT41FIED,,UNDER THE PROVISIONS�OF,CHAP,TER,489; FLORIDA.STATUTES I � V Ji kZA rRI SAM - ti F s l '- p "1 � �R� �k"Y 7 �- •,� �-e: ems, s,�.-� r• �f�11,'$�dst �' .+ max.:• t W'-2A%YU&6 STRUCTI, _&' 5245 SAW 101 STREET ` t r , e r; b MIAMI tFL`3315`6 w' EXPIRATION DAT,t?"AUGUST 31, 2020 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. BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2018 THROUGH SEPTEMBER 30, 2019 DBA: Receipt #:180-5955 Business Name: JAZAYRI CONSTRUCTION INC BUSIneSS T e;GENERAL CONTRACTOR (GENERAL Yp CONTR) Owner Name: SAM JAZAYRI /QUAL Business Opened:ol/01/1986 Business Location:3001 W HALLANDALE BCH BLVD 30(State/County/Cert/Reg:CGCo35868 HALLANDALE Exemption Code: Business Phone: 954-981-1154 Rooms Seats Employees Machines Professionals 10 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prlor Years Collection Cost Total Patd 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: JAZAYRI CONSTRUCTION INC 3001 W HALLANDALE BCH BLVD 300 HALLANDALE, FL 33009-5158 2018 - 2019 Receipt #iCP-17-00015041 Paid 07/18/2018 27.00 ACC> R b® �� CERTIFICATE OF LIABILITY INSURANCE DATE (MMDDNM) 7/22/2019 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(les) 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 8B Insurance Marketing Inc 10167 W Sunrise Blvd, 3rd Floor Plantation FL 33322 NAMEA T Certificate Department PHONE 88g_728-OBIT IFNe ; 954�52-0450 Egin E-MAINg. L ADDREss: Certificates@bbimi.com INSURERS AFFORDING COVERAGE NAIC p INSURER A: Houston Specialty Insurance Co 12936 INSURED JAZACON-01 Jazayri Construction, Inc 3001 W Hallandale Bh Blvd.#300 INSURERS: INSURER C: INSURERD: Pembroke Park FL 33009 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 1006950899 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. ILTR TYPE OF INSURANCE A DL BR POLICY NUMBER MM DDYEFF /YYYY M IM DDmYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR TEN22153 10/1412018 10/14/2019 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES Ea ocewence $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $1.000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY � E� LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS 52,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOSfL COMBINED SINGLE LIMIT Ee accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PPROPPERdT n DAMAGE S 5 UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ I.E. RETENTIONS S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED9 a (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N I A PER OTH- STATUTE ER E.L. EACH ACCIDENT Is E.L. DISEASE - EA EMPLOYE d $ E.L. DISEASE - POLICY LIMIT 1 $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) General Contractor located at 3001 W Hallandale Blvd #300, Pembroke Park, FL 33009. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village Of Miami Shores 10050 NE 2 AVE Miami Shores FL 33138 AZHORIZED REPRESENTATIVE �Pr- @ 1988-ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE Date T 7/23/2019 Producer: Plymouth Insurance Agency This Certificate Is issued as a matter of information only and confers no 2739 U.S. Highway 19 N. Holiday, FL 34691 rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the policies below. Insurers Affording Coverage NAIC # (727) 938-5562 Insured: South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A: Lion Insurance Company 11075 InsurerB: Insurer C: Insurer D: Insurer E: Coverages 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. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date Policy Expiration Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence Commercial General Liability Claims Made ❑ Occur Damage to rented premises (EA occurrence) Mad Exp Personal Adv Injury General aggregate limit applies per: General Aggregate Policy ❑Project ❑ LOC Products - Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Linit Any Auto (EA Accident) 5 Bodily Injury All Owned Autos Scheduled Autos (Per Person) Bodily Iniury Hired Autos Non -Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Occur ❑ Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2019 01/01/2020 x I WC Slat.- OTH- Employers' Liability I tory Limits ER E.L. Each Accident $1.000,000 Any proprietor/pannerlexecutive officer/member excluded? NO E.L. Disease - Ea Employee 11,000,000 If Yes, describe under special provisions below. E.L. Disease - Policy Limits $1,000,000 Other Lion Insurance Company is A.M. Best Company rated A (Excellent). AMB # 12616 Descriptions of Operations/LocationsfVehicles/Exclusions added by EndorsemenVSpecial Provisions: Client ID: 84-65-997 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": ]azayri Construction, Inc Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s), while working in: FL. Coverage does not apply to statutory employee(s) or independent contractors) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or email certificates@lloninsurancecompam/.com Project Name: ISSUE 07-23-19 (AR) BeQln Date; 10 11 2012 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. 10050 NE 2ND AVENUE MIAMI SHORES VILLAGE, FL 33138 ..,�- , �/ ^ Ile, tr—-- r BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search Product Approval � USER: Public User a Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17597-R1 Application Type Affirmation Code Version 2017 .••�•. Application Status • • Approved • • • •••••• • Comments • • • • • • • . • Archived (-' . •••• � • • •••••• • • • • • Product Manufacturer EMC Windows and Doors, LLC. • • • • ; 00000 Address/Phone/Email 455 E. 10th Ave. • • • • • • Hialeah, FL 33010 • • . • • (305) 283-6280 ' • • • 000000 • EMCwindowsdoors@gmail.coF • : • • O • Authorized Signature Yiping Wang • • • • mcy@mcyengineering.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Carlos Perez 455 E. 10th Ave. Hialeah, FL 33010 (305)283-6280 EMCwindowsdoors@gmail.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Yiping Wang PE-55983 National Accreditation and Management Institute 12/31/2019 Sifu Zhou, P.E. r Validation Checklist - Hardcopy Received FL175 7_R1_COI_Certificate of Independence SS.pdf Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 t Equivalence of Product Standards Certified By Sections from the Code Florida Licensed Professional Engineer or Architect FL175 7_R1_Equiv_Statement of Equivalence - SH2100 SS.pdf I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity r+Yes O.No e-)N/A FL17597_R1_CDC 2017 Affirmation Lett9rO JJ•5S7 SS.pdf _FBC • • s••••• • Product Approval Method Method 1 Option D ' • • • • • •. • • • •; • • Date Submitted 01/11/2018 • • • • • • • Date Validated 01/11/2018 ' • • • • Date Pending FBC Approval • • • • : ""' Date Approved •• •• •• •• 03/29/2018 •••••• • • • • • • • • iv • `_J Summanir of Products• • : • FL 0# Model, Number or Name Description : • • • ' • 17597.1 Series SH2100 Aluminum Single Series SH2100 Aluminum Single Hung Window - L.M.I. & Hung Window S.M.I. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17597_R1_II_AD15-15 04-01-15 SS.pdf Approved for use outside HVHZ: Yes Verified By: Yiping Wang PE #55983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +90/-100 Evaluation Reports Other: FOR DESIGN PRESSURES VS. WINDOW SIZES, SEE FL17597_R1_AE-Evaluation Report SS.pdf INSTALLATION INSTRUCTIONS Created by Independent Third Party: Yes Back E Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cot) right 2007-2013 State of Florida.:: Privacy 5totement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®� ® a Credit Card Safe BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I stats & Facts I Publications I Contact Us I BCIS Site Map i Links I Search Product Approval USER: Public User 6 Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17597-R1 Application Type Affirmation Code Version 2017 • • • • Application Status Approved • • • • • •' • • • • • • • •••••• : • Comments • • • • • • • Archived r^ •' • • • • � • • •••••• • • •••• � � • •• ••••• Product Manufacturer EMC Windows and Doors, LLC. • • •' • • • • • • Address/Phone/Email 455 E. 10th Ave. • • • • ' • • • • • •••••• Hialeah, FL 33010 • . . • • • (305) 283-6280 • • 0•••i• ••••�• EMCwindowsdoors@gmail. coon • • • • • • Authorized Signature Yiping Wang • • • • mcy@mcyengineering.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Carlos Perez 455 E. 10th Ave. Hialeah, FL 33010 (305)283-6280 EMCwindowsdoors@gmail.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer n Evaluation Report - Hardcopy Received Yiping Wang PE-55983 National Accreditation and Management Institute 12/31/2019 Sifu Zhou, P.E. [' Validation Checklist - Hardcopy Received FL175 7_R1_COI_Certificate of Independence SS.pdf Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 t Equivalence of Product Standards Certified By Sections from the Code Florida Licensed Professional Engineer or Architect FL17597_R1_Eguiv_Statement of Equivalence - SH2100 SS.pdf 7I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity (;Yes rNo CN/A FL17597_R1_COC_FBC 2017 Affirm4ion Lett8r. 17557 SS.pdf • Tom•••••• • Product Approval Method Method 1 Option D • • • • • • •: •.. •; • • Date Submitted 01/11/2018 • • • Date Validated 01/11/2018 • • • • ' " • • • • • Date Pending FBC Approval • • • • ; • • • • • Date Approved 03/29/2018 •• •• •• •• •••••• • Summary of Products•�. _••••=j • FL # Model, Number or Name Description • • : •". • 17597.1 Series SH2100 Aluminum Single Series SH2100 Aluminum Single Hung Window L.M.I. & Hung Window S.M.I. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17597_R1_II_AD15-15 04-01-15 SS.pdf Approved for use outside HVHZ: Yes Verified By: Yiping Wang PE *55983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +90/-100 Evaluation Reports Other: FOR DESIGN PRESSURES VS. WINDOW SIZES, SEE FL17597_R1_AE-Evaluation Report .pdf INSTALLATION INSTRUCTIONS Created by Independent Third Party: Yes Back E Nett Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. COD right 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®0 Credit Card Safe SH 2100 ALUMINUM SINGLE HUNG WINDOW THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010/2014 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WINDOWS RATED FOR LARGE AND SMALL MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. GLASS CAPACITY BASED ON ASTM E1300-09 (3 SEC. GUSTS) ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE LISTED, SPACED AS SHOWN IN 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. MATERIAL: ALL ALUMINUM EXTRUSION TO BE 6063 T6 ALLOY SEALANT: - ALL FRAME PERIMETER CAULKING USING DOW 995 - JOINT AND SEAM TO BE SEALED WITH DOW 995 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2010/2014 FLORIDA BUILDING CODE. 53 1/8" MAX. WINDOW WIDTH 49 1/2" MAX 'j— 61.0. AX. 15" MAXA-, EA 8 {I`HEAD 8 3 ILL SILL TYP. B 50 1 /2" 3 VENT WIDTH I I x aw i N 2 > o i 47 1 /8" D.L.O. (VENT) TYPICAL ELEVATION (WITHOUT JAMB ANCHORS) SINGLE HUNG WINDOW WITHOUT JAMB ANCHORS FOR WINDOW SIZE 53 1/8" X 50 5/8" OR SMALLER WITHOUT JAMB ANCHOR MAX. DESIGN LOAD t70 PSF. ADDITIONAL ANCHORS FOR MULLION ARE REQUIRED SEE SEPARATE MULLION APPROVAL. - II /i WINDOW WID-H _ WINDOW WIDTH APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WINDOW WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FLORIDA APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. O 0 I 53 1 /8" MA: WINDOW WIDTH 49 112" MA D.L.O. IX. 15" _MAX. & HEAD 8 {' SILL TYP, < �d �o F 4 0 Z50 1 /2" a _y VENT WIDTH ` N` �I 2w % E v> 4 � O i C 3 < oao 47 1 /8" _ D.L.O. (VENT) TYPICAL ELEVATION (WITH JAMB ANCHORS) SINGLE HUNG WINDOW WITH JAMB ANCHORS FOR DESIGN LOAD SEE CHART ON SHEET 2 OF 5. • • lose • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• •• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • ••• • v FL #17597 F�A RETRA�IijN V PE d$JA3 Nac28677 y �N ✓/�/S T �F j 2 oxnnxc xa. April 1st, 2015 • •• •• • • • •• •• 000 0 0 0 000 0 • SINGLE HUNG WINDOW WITH JAMB ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE "A" GLASS TYPE "B" HEIGHT (H) WIDTH (W) EXT. (+) INT. (-) EXT. (+) INT. (-) 19 1/8" 90.00 100.00 90.00 100.00 26" "(2) 26 1 /2" 90.00 100.00 100.00 90.00 90.00 100.00 100.00 37" 90.00 53 1/8" 90.00 100.00 90.00 100.00 19 1/8" 90.00 100.00 90.00 100.00 38-3/8" "(4) 26 1 /2" 37" 53 1/8" 90.00 100.00 90.00 100.00 90.00 90.00 100.00 100.00 90.00 90.00 100.00 100.00 50-5/8" 19 1/8" 26 1/2" 90.00 100.00 90.00 100.00 90.00 100.00 90.00 100.00 "(4) 37" 90.00 100.00 90.00 100.00 53 1/8" 90.00 100.00 90.00 100.00 19 1/8" 90.00 100.00 90.00 100.00 63" 261/2" 90.00 100.00 90.00 100.00 "(5) 37" 53 1/8" 90.00 70.00 100.00 90.00 90.00 70.00 100.00 90.00 19 1/8" 90.00 100.00 90.00 100.00 76" "(61 261/2" 37" 90.00 70.00 100.00 90.00 90.00 70.00 100.00 90.00 53 1/8" 70.00 80.60 70.00 83.00 () NUMBER OF ANCHORS PER JAMB z g 10" ANNEAL GLASS )" GLASSLAM SAFETY IS II BY GLASSLAM ANNEAL GLASS N 995 BACK SILICONE P l ACC TX/OM "Al- 5/16" OVERALL LAMINATED GLASS 1/8" ANNEAL GLASS (1/8" TEMP. GLASS FOR USE IN SMALL MISSILE AREA) 3/8" AIR SPACE 1/8" ANNEAL GLASS .090" GLASSLAM SAFETY PLUS II BY GLASSLAM 1/8" ANNEAL GLASS a w 15 / 14 In Z� 10 •• ••• • • • • • •• 5 .. EXT. . • • • • • • • • • •0.0 • ,,��N�'w/ DOW 995 BACK SILICONE ♦♦♦ 'A R ♦ : P€9A N� GLASS TYPE "e' • • • 13/16" OVERAft jNSUrATED:-&4IAAiED GJASS: : S • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • 0 0 000 0 • IN P EDGE DIST .° ° ° ° a° a LU Q po. m w ° ° °CONC�f2ETE -�7 1 BY WOOD BU( 3 TYP. ANCHORS SEE ELEV. FOR SPACING o 14 O o 9 a: Z w 3 �L AA x 15 v W � (9�� \ 16 1 x 1 BY WOOI DOW 995 SILICONE ° ° Z w a CONCREII ALL AROUND a PERIMETER (TYP.) w °EDGE DIST. a ° ° METAL — STRUCTURE [EDGE BY WOOD B CK OR 1/4" SHIM MAX. WOOD'STRUCTURE / DIST. ro 2�'m lan ns 1/4" SHIM MAX TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE'A' - 1/4" ULTRACONS BY'ELCO' (Fu = 177 KSI, Fy= 155 KSI) • INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-1/2" MIN. PENETRATION INTO WOOD • THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-114" MIN. EMBED INTO CONC. OR MASONRY TYPE'B' - 1/4" TEKS OR SELFDRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES TYPE'C' - #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO FLORIDA STATE APPROVED MULLIONS • STEEL .16 GA THK MIN (Fy = 36KSI MIN.) • ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) MASONRY • ASTM C90 GROUT FILLED CONCRETE BLOCK • ASTM C90 HOLLOW CONCRETE BLOCK CONCRETE • fc= 3,000 PSI MIN. ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCURE = 3/4" MIN. •• •s• • • • • • •• 00 ALL ANCH(4%CPTP•N: C� APPTO HEAD, SILL AND JAMB ANCHORS.00 ; i K • •• ••• • ••• • w 144F.-0�0, -.1 a RE G .*� •,n �-�-,s IY.�28677 .�y�4y xaau *RAIN .a Of . ItI �. „- N A.o oenax� xa. ' �C AD15-15 j1W (hV �3 OF 5 • • i i : • i • : April 1 St, 2015 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VENT WIDTH TYP. ANCHORS 4a SEE ELEV. FOR 1/8" SHIM D.L.O. (VENT) 6 18 2 1 /8" HIM SPACING M # X. MA X. o a TYP. ANCHORS MIS fMIN a SEE ELEV. FOR ED. II BE SPACING r 0) 0 2 BY O 1 BY ODLU a nI BUC OR 4. LU LU L� : WO D STRUCTURE, cal CONCRETE OR LOU \ MASQNRY. �11 2 9 13 14 15 19 18 1 7/8" 1 3" WINDOW WIDTH 4 EXTERIOR 4 BILL OF MATERIALS ITEM # OTY. PROFILE DESCRIPTION MATERIAL MANUFACTURER/REMARKS 1 2 E101 FRAME SILL PC WHITE FRAME JAMB, PCWHITE ALUM. 6063-T6 ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. EMC WINDOWS AND DOORS, LLC. 2 2 2 2 E102 E103 E104 3 4 FRAME HEAL, PCWHITE ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. FRAME INTERLOCK, PCWHITE ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 5 2 E105 VENT SILL, PCWHITE VENT JAMB, PCWHITE VENT TOP, PCWHITE ALUM. 6063-T6 ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. EMC WINDOWS AND DOORS, LLC. 6 2 2 2 E106 E107 E108 7 8 ALUM. 6083-T6 EMC WINDOWS AND DOORS, LLC. LOCK EXTRUSION, PCWHITE ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 9 8 E110 GLAZING CHANNEL, PC WHITE ALUM. INSULATED GLAZING CHANNEL ANCHOR CLIP 16 GA ALUM 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. _ LM1, WINDOWS AND DOORS. LLC. EMC WINDOWS AND DOORS, LLC. 10 8 E121 E127 11 AS REDD. 12 AS REDD. E128 ANCHOR CLIP 16 GA ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 13 AS REDD. SEAL01-1 W0019 V0021 DOW 995 BACK SILICONE . 25 X .25 GLAZNG TAPE, 2 SIDED SILICONE DOW CORNING 14 15 AS REDD. AS REDD. TAPE FRANK LOWED E202 VINYL BULB, GLAZING STOP VINYL FENESTRATION GLASS PRODUCTS • 16 AS REDD. V0020 E708 VINYL BULB, FRAME VINYL FENESTRATION GLASS PRODUCTS • SPH SHEET METAL SCREW • f ULTRAFAB 17 18 19 AS REDD. AS REDD. AS REDD. kP X 1 023 BL100 FRAME ASSEMBLY SCREWS STEEL WOOL WOOL PILE FRAME 100 SERIES BALANCE METAL BSI SEE SEPARATE FLORIDA APPROVED MULLION I 1/8" SHIM MAX. •• ••• • • • • • • ♦•'VINDD�V V$IDI�i • • • METAL STRUCTURE 9 TYP. ANCHORS SEE ELEV. FOR SPACING TYP. ANCHOR SEE ELEV. FO SPACING WINDOW WIDTH • • V • • i • M1J111 151, LV IZ) • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • R C U m =tD c 0 o�^ v �n N N eD U � U r- UQ z Z < o jN W U) W O n Z � � > L 2 Z �" m W N �= Q N� U� C J a o¢ 3 z 3 s 3 8 O J E z 3 O 5 z O x 0 < Zs 3 w = J v° 0 Q o LL 3 Z X U 0 U) w w w O <a z O i m j Z a 3 U n W a W N � FL /j17597 yI� _ AI.E �AS NOTED AD15-15 40F5 A 3.088" N rn 0.062" 1.001" � N o 0 616 0 O O E110 ® FRAM FRAME HEAD GLAZING CHANNEL LOCKE10LOCK EXTRUSION 3.088" 1.654" N M o n 1 n + o 1.198" 1.844" OE102 E106 60 FRAME JAMB VENTJAMB 3.252" ; 2.435" iv 0 0 ;� 0.061 0.062" N o N ro ao C9 o� OE101 O E107 FRAME SILL VENT TOP cp 1.554" 1.244" 0.062" 0 0.062" in 0.125" N N N 1.621 " 0 E105 0 E104 VENT SILL FRAME INTERLOCK 1.720" 1.115" + }-I L11 Il# ��II l rn 0.062" o , ci 1.175" 11 E127 10, ANCHOR 12 E128 10 E121 CLIP ANCHOR CLIP GLAZING CHANNEL 17 �i / 17 VENT TOP CORNER FRAME TOP CORNER s FRAME BOTTOM CORNER J' VENT BOTTOM CORNER 17 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• • • • • • • • • • • • • • •• • • • • • • • • • ••• •• ••• • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • ••• • • M. April 1st, 2015 h'� Rol6 T �e-025 '` JRA�INO N0. AD15-15 5OF5 SH 2100 ALUMINUM SINGLE HUNG WINDOW THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010/2014 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WINDOWS RATED FOR LARGE AND SMALL MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. GLASS CAPACITY BASED ON ASTM E1300-09 (3 SEC. GUSTS) ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE LISTED, SPACED AS SHOWN IN 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. MATERIAL: ALL ALUMINUM EXTRUSION TO BE 6063 T6 ALLOY SEALANT: - ALL FRAME PERIMETER CAULKING USING DOW 995 - JOINT AND SEAM TO BE SEALED WITH DOW 995 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2010/2014 FLORIDA BUILDING CODE. WINDOW WIDTH 49 1 /2" MAX. D.L.O. AX. 15" MAX. A EAp 8 HEAD 8 3 ILL I SILL TYP. > D v X 4 B N,> -0 ' 50 1/2"' 3 VENT WIDTH o - o 2 / E z_ \o0 3 v. Z 4 C iAC N� > / 3jD 47 1 /8" U.L.V. l V cn I TYPICAL ELEVATION (WITHOUT JAMB ANCHORS) SINGLE HUNG WINDOW WITHOUT JAMB ANCHORS FOR WINDOW SIZE 53 1/8" X 50 5/8" OR SMALLER WITHOUT JAMB ANCHOR MAX. DESIGN LOAD ±70 PSF. ADDITIONAL ANCHORS FOR MULLION ARE REQUIRED SEE SEPARATE MULLION APPROVAL. WINDO WIDTH 53 1 /8" MAX. WINDOW WIDTH 49 112" MAX_. D.L.O. 1 8 HEAD d 3 SILL TYP / / 0 50 1 /2" 3 VENT WIDTH •� 4 � Z _ O io a0 D.L.O. (VENT) TYPICAL ELEVATION (WITH JAMB ANCHORS) SINGLE HUNG WINDOW WITH JAMB ANCHORS FOR DESIGN LOAD SEE CHART ON SHEET 2 OF 5. • • • • • • • APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WINDOW WITH OTHER WINDOW TYPES IN MODULES OF TWO OR • • • • • • MORE WINDOWS USING FLORIDA APPROj(9t?M&:I17NS • • • • • IN BETWEEN. LOWER DESIGN PRESSURFsFi2OM • • • • • WINDOWS OR MULLION APPROVAL WILL )RPPZY TOO • • • • • • • ENTIRE SYSTEM. • • • • • • • • • �U 8 3 O J E u z U 3 p o x � z Q 9i3i 05 � N�� w p < a o z 0 4 ORZ ?IL) =w fO a ••• • FL #17597I t A G TRA V Pr �SS3 -oe-Is NQC 28677 7r ns Norzo y • RR.N /.R t Z war DRAWING NO • • April 1st, 2015 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 0 SINGLE HUNG WINDOW WITH JAMB ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE "A" GLASS TYPE "B" HEIGHT (H) WIDTH (W) EXT. (+) INT. (-) EXT. (+) INT. (-) 19 1/8" 90.00 100.00 90.00 100.00 26" '(2) 26 1 /2" 37" 90.00 100.00 90.00 100.00 90.00 100.00 90.00 100.00 53118" 90.00 100.00 90.00 100.00 19 1/8" 90.00 100.00 90.00 100.00 38-3/8" 261/2" 90.00 100.00 90.00 100.00 '(4) 37" 53 1/8" 90.00 90.00 100.00 100.00 90.00 90.00 100.00 100.00 50-5/8" 19 1 /8" 26 1/2" 90.00 90.00 100.00 100.00 90.00 100.00 90.00 100.00 '(4) 37" 90.00 100.00 90.00 100.00 531/8" 90.00 100.00 90.00 100.00 19 118" 90.00 100.00 90.00 100.00 63" '(5) 261/2" 37" 90.00 90.00 100.00 90.00 100.00 100.00 90.00 90.00 70.00 100.00 90.00 531/8" 70.00 76" '(6) 19118" 26 112" 90.00 90.00 100.00 90.00 100.00 100.00 90.00 90.00 70.00 100.00 90.00 37" 70.00 531/8" 70.00 80.60 70.00 83.00 () NUMBER OF ANCHORS PER JAMB 1/8" ANNEAL GLASS .090" GLASSLAM SAFETY PLUS II BY GLASSLAM 1/8" ANNEAL GLASS - 1/8" ANNEAL GLASS X (1/8" TEMP. GLASS FOR USE IN SMALL MISSILE AREA) 3/8" AIR SPACE 1/8" ANNEAL GLASS .090" GLASSLAM SAFETY PLUS II BY GLASSLAM ix 1/8" ANNEAL GLASS > W,15 13 i r 15 j 14 Z U g DOW 995 BACK SILICONE z • p • • • • • • • • "ems . •• " EXT. • • EXT.0 i • - - • �___ i3 % V11 DOW 995 BACK SILICONE �Q Ni GLASS TYPE "A" 0 • • GLACS*WPEA" • • • ; ; i • • •-•• 5/16" OVERALL LAMINATED GLASS • i3/16" N&RAI.L INSI-LAWEU.LAMINATED GLASS • • • • • • • April 1st, 2015 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. a a r. ° 8 a w ¢w a° 4 ° °CONgkETE 1 BY WOOD BUCK a� \ --03 TYP. ANCHORS SEE ELEV. FOR ` SPACING 14 METAL n STRUCTURE 213 WOOD BUCK OR /- 1/4" SHIM MAX. WOOO'STRUCTURE i EDGE DIST��\ / z m '\ n as as 1/4" SHIM MAX. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE'A' - 1/4" ULTRACONS BY'ELCO' (Fu = 177 KSi, Fy = 155 KSq \ I INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1-1/2"MIN. PENETRATION INTO WOOD 9 • THRU 1BY BUCKS INTO CONC. OR MASONRY 16 ` 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • DIRECTLY INTO CONC. OR MASONRY ,+ t--- 1-1/4" MIN. EMBED INTO CONC. OR MASONRY m� TYPE'B' - 1/4" TE_KS OR SELFDRIUING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES _ �J TYPE'C' - #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 3 INTO FLORIDA STATE APPROVED MULLIONS Ix Z STEEL : 16 GA THK MIN (Fy = 36KSI MIN.) UJ •ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) O' 15 i� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) W U O — = MASONRY • ASTM C90 GROUT FILLED CONCRETE BLOCK 9 \� 14 Lu • ASTM C90 HOLLOW CONCRETE BLOCK 13 CONCRETE 5 . Pc= 3,000 PSI MIN. ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. J INTO WOOD STRUCTURE = 1" MIN. S INTO METAL STRUCURE = 3/4" MIN. 16 1 •• ••• • • • • • •• • •• • • • • ••• • \ • • • • • • qLL AyGlHQ�2 O:;TIQIoCAN APPLY TO HEAD, SILL = k I AND JAMB ANCHORS. Q -- —i 1 BY WOOD BUCK • • • • • • • • • • • DOW 995 SILICONE o a CONCRETE • • • • • • • • ALL AROUND ° Z w ° ° • • ' • • • • • • • • • • • • • • • M. PERIMETER (TYP.) a w � ° a a . •• • • . . • . . • • • • • • • • • • ' 47 GE DISC ° a °�� °i I a a ° mm • • • • • • • • April 1st, 2015 • • • • • • • • • • • •• •• • • • •• •• 000 • 0 0 000 0 0 FL /{175U7 � w-ae-is i un s poaD w -T „-D1, ,` DRA•IRC R0. 30F5 TYP. ANCHORS SEE ELEV. FOR SPACING cn 0 2 BY O 1 BY LU BUC OR w W D STRUI 1/8" VENT WIDTH D.L.O. (VENT) Fi . U ( 13 14 1 7/8' J� WINDOW WIDTH EXTERIOR 4 ) 4)1/8"_I,HIM } 3" MX.a Q TYP.ANCHORS MIN. SEE ELEV. FOR EMBE SPACING a a � 1 w cD, CONCRETE OR w MASQNRY. v BILL OF MATERIALS ITEM # QTY. PROFILE DESCRIPTION MATERIAL MANUFACTURER/REMARKS 1 2 2 2 E101 E102 FRAME SILL, PC WHITE ALUM. 6063-T6 ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. EMC WINDOWS AND DOORS, LLC. FRAME JAMB, PCWHITE 3 2 E103 FRAME HEAD, PCWHITE ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 4 2 E104 FRAME INTERLOCK, PCWHITE ALUM 6063-T6 ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. EMC WINDOWS AND DOORS, LLC. 5 2 E105 VENT SILL, PCWHITE 6 2 E106 VENT JAMB, PCWHITE ALUM. 6D63-T6 EMC WINDOWS AND DOORS, LLC. 7 2 E107 VENT TOP, PCWHITE ALUM, 6063-T6 EMC WINDOWS AND DOORS. U.C. 8 2 E108 E110 LOCK EXTRUSION. PCWHITE GLAZING CHANNEL, PC WHITE ALUM. 606.3-T6 ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. EMC WIND*NS AND DOOfW, LI`. • • • 9 8 10 8 E121 ALUM. INSULATED GLAZING CHANNEL ALUM. 6063-T6 EMC WIND i�W3 AND DOOR, LLC.• • • • 11 AS REDD, E127 ANCHOR CLIP 16 GA ALUM. 6063-T6 EMC WINDOWS•ND DOO-W•, LIL. • • • 12 AS REDD. E128 ANCHOR CLIP 16 GA DOW 995 BACK SILICONE ALUM. 6063-T6 SILICONE EMC WINDOWS AND QOURS, LLC.• "` DOW CORNING 13 AS REDD. SEAL01-1 14 AS REDD. W0019 .425 X .25 GLAZNG TAPE, 2 SIDED TAPE FRANK LOWED 15 AS READ. V0021 E202 VINYL BULB, GLAZING STOP VINYL FENESTF@k*ON ft" PRODUCT, • • • 16 AS REDD. V0020 E708 VINYL BULB. FRAME VINYL FENESjF*.TION GL*SS PRODUCJS SA SAET MEAL SCREW • • 17 AS REDD. 08 X 1 FRAME ASSEMBLY SCREWS STEEL 18 AS REDD. 023 WOOL PILE FRAME WOOL • ULTRPj4B • • • • 19 AS REDD. BLID 100 SERIES BALANCE METAL BSI SEE SEPARATE FLORIDA APPROVED MULLION • • •• • • • WINDOW WIDTH 1/8" SHIM MAX. L METAL STRUCTURE � LTYP.ANCHORS o SEE ELEV. FOR SPACING W v TYP. ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH ' • • • • • • April 1st, 2015 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.088" ago o - O � v 0.062" O 1616 1.001 " m iv m O� OE103 O E110 CHANNEL ® E103 LOCK EXTRUSION FRAME HEAD GLAZING 3.088" 1654" rn O C'f O � M n O O 1.198" 1.844" OE102 © E106 FRAMEJAMB VENTJAMB 3.252" 2.435" 0 0.062" N O 0.062" N io w OR OE101 /1 E107 70 FRAME SILL VENT TOP 0 1.554" I 1.244" F0.062" in I w N N 0.062" 0.125' N J �.621" OE105 E104 ® VENTSILL FRAME INTERLOCK y 1.720" 1.115" . 0.062" O c0 0 O O 0 1.175" I 0�11 E127 12 E128 10 E121 ANCHOR CLIP ANCHOR CLIP GLAZING CHANNEL / VENT TOP CORNER FRAME TOP CORNER VENT BOTTOM CORNER FRAME INTERLOCK TO JAMB • •• • • • • ••• • • • FRAME BOTTOM CORNELR- • • •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • yQ�, WA Miffs,?, FL }/17597 'pw,�.v� E. 4I Ft AREGlSTR4TIQN *� i VI pE dK�3 o�n _ _ RAIN �j• Of , w April 1st, 2015 s Client: Project Name: Project Desc. AL"FAROOQ CORPORA'T"ION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Ameriglass Engineering 9701 North Miami Ave 9701 North Miami Ave Miami Shores, FL 33150 Date: Jul 30, 2019 Engineered By: SMA Checked By: BC Goes G G AFC Number: 19-0471 Building Height (ft.) : 15' . G • • .... • • • ...... • ...... .. ...... Design Criteria: • • • • • • i, Florida Building Code 2017 ...... . . ..... .. .. . ...... ii, Wind Loads are calculated as per ASCE 7-10. ...... . . G . . % �• ...... General Notes: � e .... - Any deviations from conditions shown on calculations or drawings shall be engineered separately. •"' - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes: - Site Specific Windloads Disclaimer: - This document is not valid without the embossed seal of an engineer employed by A1-Farooq Corporation. - No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional Javad Ahmad, P EB C.A.N. #3538 FL# 70592 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcene.com I alfarooq@afceng.com WFO-6VSS wd ���£�;t�•$�3 fo$lL; iagwn/y aauajalaa uBlsaQ a;ap uBisaQ.. : : .:. ain;eu6►S puy aweN s�aaulBu3 leas siaaul6u3 OOb8-M-9OSY7731 TLM -7d IWF//W `.J/Ip 10-i Al"SSfZ6;NO#LiaiOdli- . . . . . . .. ... . ... . ... .. . . . .. ... .. bOOHV=1-7V : ONIGOV7O ONV S1N3NOdWOO NO SCIVO7 ON/M O4-L 33SV L"£9- 6"Ob 5'£ti- Voiv 8 L'0- 8 L'0 Ob' L- O L' L- 00' L 00' L 00'O L Till auoZ ul -9Z +9Z IT +6Z aN SOd 9Z -tiZ +9Z +PZ ZvY V NO S NO H NO M ad�il dwoo )PeW (Zvll/gl) sainssaid pWM u6lsaQ waoo IdoO slua/piyeoo doO ops lueuodwoo V9,99 (Zvll/gl) [gb] q@ palenlen3 ainssaid Apool&A 98*0 p>llualoyJao0 98'0 zylluaM.000 u01138101d loedwi y;iM 6ulpl/n8 jo edAL 0 � < (*,Bap) edolS food Z tiobeleo >IsRl 0070 (Y) 'bpl8 do 'uaua►p leluozuoH AGo6aleO aansodx3 00'9 6 (lI) [z] lana7 -pug anogy lg6laH 00' aoloe3 aouepodwl 00'9 � (4) [q] lg4i914 food ueaW 91 � (qdw) paadS pu/M V9,99 (Zva!/gl) Izb1 z@° palenlen3 ainssaid All3019A 00* 6 MI lualoWaoo 98"0 g>I lualollyaoo 09M 7d `s8J0gS iwelW and ► NW gPON 40L6 Buuaaui6u3 sselBliaw y %'-l" 3'-2" 3'-2" 4'-C 1/8" 9'-4" 2'-9" M.O. M.O. M.O. M.O. M.O. O.D_ 1/2" l8" 1/2" 1/2" 3l" 1/2" 1/2" 37 1/2" 1/2" 53 1/5" IQ" IR" III" 1/2" 1/2" 32" 1/2" FX. F.W. F.W. F.W. F.W. F.W. FT // // m O m z m O m z _ // // co // �p // } mi �ii mi �u r 0 C= n0 �Y sp N= Q n0 = 2 m m mi 'r� IL m m Ql LL IL m IL 4 z e Q m i 1"1K: ® (1) REQ'D. rl<: ® (1) REQ'D. MK: © (1) REQ'D. MK: DO (2) REQ'D. HORIZONTAL SLIDING WINDOWS HORIZONTAL SLIDING WINDOWS HORIZONTAL SLIDING WINDOWS HORIZONTAL SLIDING WINDOWS FL -11595 FL -11595 FL -11595 FL -11595 LOAD CALCULATED=-53.1/+40.1 PSF LOAD CALCULATED=-53.1/+40.1 PSF LOAD CALCULATED=-53.1/+40.1 F'SF LOAD CALCULATED=-53.1/+40.1 PSF 35 1/2" O.D.O. 1/4"' 351, 1/4" DFAU. v // 39 1/2" O.D.O. D.F.W. v ro 1 1K: lO (1) REQ'D. MK: ( (1) REQ'D. OUTSWING ENTRANCE DOOR WI-IITEINTELAYER FL-29411.1 OUT -SWING ENTRANCE DOOR LOAD CALCULATED=-53.1/+40J PSF FL-29411.1 LOAD CALCULATED=-53.1/+40.1 FSF 1"CK: EO (1) RE Q' D . HORIZONTAL SLIDING WINDOWS FL -11595 LOAD CALCULATED=-53.1/+40.1 PSF CS0 4% i 1"1K: F) (1) RE Q' D . U HORIZONTAL SLIDING WINDOWS FL-11595 W o x LOAD CALCULATED =-53.1/.40.1 F ' i PO Li ••.• (D N • • N • • • a7 6EC4q N •••••• •••L.LJ N� a6•010 • •••••• L.1 un.L0 •••• N • 3 •m"o u) n • .^ • • • • N ^tc) • • • �' i*1•3F•�iv C • VJS- cYl-� q - IbGO I I I I I I I I I°I ig SHEET TfTLE: ELEVATIONS SCALE: N.T-S. DRAWN BY: I DATE: R.N. l/10/19 Norb. en PROJECT NO.���� SHEET NO. 2 OF 6 Q �o oLL z 0 d m � U 0 H W Z c U z N/C a J Q Z U U C co LEI M x POli N •••• : •••• ^ O •...•• •.W �•� Ni• 4.� 2 .. ..• .. w (n 60 •....• •.••.i- ('�•g O c) c •....• • • i:1 •• •• • O) ••.•.• E • •..• N/C a -g SHEET TITLE: LOCATION DIAGRAM /� /� /► SCALE: DRAWN BY: DATE: N GROUND FLOOR PLAN R.P.CNKD. l/10/19 9Y: DAIE LOCATION DIAGRAM PROJECT NO.OlaO(d N.T.S. SHEEP NO. 3 OF 6 IX PT WOOD BUCK BY OTHERS (TYP.) STUCCO BY OTHERS. ° 0 a � � o ° ° SUB -CAULKING — BY AMERIGLASS (TYP.) FINISH CAULKING — BY OTHERS (TYP.) 1 EXTERIOR FINISH CAULKING — BY OTHERS (TYP.) SUB -CAULKING — BY AMERIGLASS (TYP.) STUCCO I I BY OTHERS. IX PT WOOD BUCK BY OTHERS (TYP.) 1/4" ULTRACCN BY ELCO 6" FROM ENDS AND (4) AT MTG STILE ENDS AT 4" O.C. W/ 1 1/4" MIN. EMBEDMENT. (2 1/2" EDGE DISTANCE) 0 ° ° p � ° 1/4" SHIM ° INTERIOR 1/2 ° IX PT WOOD BUCK BY OTHERS (TYP.) 1/4" ULTRACON BY ELCO AT 6" FROM ENDS AND BALANCE AT 8" O.G. W/ 1 1/4" MIN. EMBEDMENT (2 1/2" EDGE DISTANCE) Q INTERIOR -FINISH CAULKING BY OTHERS (TYP.) EXTERIOR -SUB-CAULKING BY AMERIGLASS (TYP.) 3 � FRAME WIDTH MASONRY OPENING 1/4" ULTRACON BY ELCO 6" FROM ENDS AND (4) AT MTG STILE ENDS AT 4" O.G. W/ 1 1/4" MIN EMBEDMENT. (2 1/2" EDGE DISTANCE) 1/4" SHIM 0 ° 1/4" ULTRACON BY ELCO 6" FROM ENDS o AND (4) AT MTG STILE ENDS AT 4" O.G. o W/ 1 1/4" MIN. EMBEDMENT. (2 1/2" EDGE DISTANCE) n IX F T WOOD BUCK BY OTHERS (TYP.) 1/4" ULTRACON BY ELCO AT 6" FROM ENDS AND BALANCE AT 8" O.C. W/ 1 1/4" MIN. EMBEDMENT (2 1/2" EDGE DISTANCE) FINISH CAULKING —� BY OTHERS (TYP.) SUB -CAULKING BY AMERIGLASS (TYP.) 0 ° ° 1 /2 u ni 09 CU c0 � LLLJ O M x �L N M li •••• • • •..•• % i2.[M•CV • • • 0 (O (V • • • • . • vi I� ...... fN ..i. •••• • • N • •••• • • •• •.r.0 J O •..••• • • PM. rM a•�.1✓� •..••s • . . . . Q ...... .•..• 0 0 ig SHEET TITLE: DETAILS SCALE: N.T.S. DRAWN BY: DATE: R.N. -1/10/19 �HWD. W.- DATE PROJECT NO. 0000 SHEET NO. 4 OF 6 SUB -CAULKING - BY AMERIGLASS (TYP.) EXTERIOR 0 SUB -CAULKING BY AMERIGLASS (TYP.) 1/4" SHIM 1/4" VIA ULTRACON AT 3 1/2" AND 3" FROM ENDS AND 13 1/2" O.C. MAX BALANCE W/ 1 3/4" MIN. EMBEDMENT INTO CONCRETE 2 IR" EDGE DISTANCE. INTERIOR III 1/4" DIA ULTRACON 1['1II'I] AT 3 1/2" AND 3" FROM ENDS AND 13 1/2" O.C. MAX BALANCE W/ 1 3/4" MIN. EMBED. INTO CONCRETE 2 I/2" EDGE DISTANCE. INTERIOR FINISH FLOOR h I I I /I i MVP J a d d d ° d a d d ° SHIM RECOMMENDED RECESS NEIGNTS: FOR STONE AND WOOD FLOORS: 3/4" FOR TILES t CARPETS: 11/2" m 09 F Q 4 F o O 0 U- z = e Q ;p U C FI-- co ai `+w1 x M •••• < • •••• �_ � N •N ••• Q o. • C � � j I ....•. • 3 N :c::� •..• • N L�l ��•� •.•• •• ••♦�♦•4 •••••• • • i.T•i " SHEET TITLE: DETAILS SCALE: N_T.S. DRAWN BY: DATE: R.N. '1/10/19 moo. By: aTE: PROJECT NO. 0000 SHEET NO. 5 OF 6 1/4" SHIM I/Aa III TOA/` l AT A IMII CO/Y.l Cwll—f4 IIAII III TOA/' l AT 1 IMPI =—M =UlI G I l l rr S 9 1/411 1 DOOR WIDHT 11/411 MASONRY OPENING 1/4" SHIM ni 0 U C cfl LLI M x M li • •• • ••• •••�•• •• W Lo �•�•m •••••• • L•I L•Lo 3•i•IP•� N Entp 6 ^•II •••••• •••• •• • •• • 2 f•1•9 O •••••• • • • • • • • • • • • Q •••••• • • • • • •• • • • • • 000•• SHEET TITLE: DETAILS SCALE: N.T.S. DRAWN BY: DATE: R-N. -1/10/19 Hato. W. wre: PROJECT NO. 0000 SHEET NO. 6 OF 6 J a f 6'-7 3'-2" 3'-2" M.O. M.O. M.O. M.O. 1'.. 8', 1/2" '/2" 3l" 1/2" 1/2"F 3l" 1/2" I/2" F.U. F.U.J. F.W. MK: ® (I) REQ'D. 11<: ® (1) REQ'D. 1 1K: © CU REQID HORIZONTAL SLIDING WINDOWS HORIZONTAL SLIDING WINDOWS HORIZONTAL SLIDING WINDOWS FL -11595 FL -11595 FL -11595 I/O.D.O. I/a°F3521, 35" D F.W. V p m? i m n // g _4" M.O. 1/2" 1/21. III" I/2 F.w. LL V J1 T- 11<: DO (2) REQ'D. HORIZONTAL SLIDING WINDOWS FL -11595 i"iK: 10 C U REQ'D. OUTSWING ENTRANCE DOOR FL - 29411.1 v 35 /2" O.D.O. 1/4" 39" I/4' DFw. 1-1<: O2 (1) WHITEINTELAYER OUTSWING ENTRANCE DOOR FL-29411.1 M<: EO (1) REQ'D. HORIZONTAL SLIDING WINDOWS FL -11595 g�CEIVED JU112 3 �019 M. 2'-g O.D.— f 321,I/2" FW 0 0/ �o �Y mL �LL ••.••• • •••••• MK: FO CIS REQ�'b�• HORIZONTAL SLIDING WINDOLLt FL-11595 � ••• tti Q O O " • r • • r• • 0 � • Z w• VQQ • • O J Q O • .. • • • • . • . T 00000 •. • loot O: � o•..• • • •� •� w • x M • • LL N N N _ • �� F-p co t17 a0 3_U) cn 13 lC7 � J 00 N 2 12 v N E Q 111"11� a�aaaaaa SHEET TITLE: ELEvATIONS SCALE: N.T.S. DRAWN BY: I DATE: R.H. l/10/19 }IK'0. 9Y: MiE 'ROJECT NO. 0000 SHEET NO. 2 OF 6 J L N/C 5 C 1� Q �o (�(l LL • • F o •••••• r• z U • c~i • w o • �• • /1 • • • U Z •••••• • • •••• •• •• • •• •••• • • •••• • : •e: � 0• li • 1 ••;(n N/C o� CV CV • �7 1 Q t0 2E C- J 1 1 W w Lo Lo N Lon t<7 J N/C N C7 N =- a� Q N/G 0 N/C a m SHEET TITLE: LOCATION DIAGRAM N/C N/C N/C SCALE N.T.S. N GROUND FLOOR PLAN DR.IN. BY: o,A/10/19 LOCATION DIAGRAM N,t.�JC. PROJECT NO.0000 I SHEEf NO. 3 OF' BCIS Home Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map , Links I Search ,Product Approval FUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL29477 Application Type New Code Version 2017 Application Status Validated Comments 04/22/2019v. date 04/23/19 reapply Archived f-1 Product Manufacturer EMC Windows and Doors, LLC. Address/Phone/Email 455 E. 10th Ave. Hialeah, FL 33010 (305)283-6280 EMCwindowsdoors@gmail.com Authorized Signature Yiping Wang mcy@mcyengineering.com Technical Representative Carlos Perez Address/Phone/Email 455 E. 10th Ave. Hialeah, FL 33010 (305) 283-6280 EMCwindowsdoors@gmail.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Yiping Wang the Evaluation Report Florida License PE-55983 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Sifu Zhou, P.E. '2) Validation Checklist - Hardcopy Received Certificate of Independence FL29477_RO_COI _Certificate of Independence - SS .pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 •• ••• • • • • • •• • • • Y • • • • • • • Equivalence of Product Standards ••' ••: '•: '•' ::..' Certified By .• 0:6 . ••• • . . .. .. . . . .. . . • . . • • • • • • • • • • • • ••• •• • •• • • • • • ••• •• • J• • J Sections from the Code Product Approval Method Date Submitted Date Validated V Method 1 Option D 04/19/2019 07/03/2019 ummary of Products I FL # Model, Number or Name Description 29477.1 Outswing French Double Door Outswing French Double Door - Large Missile Impact & Small Missile Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29477_RO_II_7.03.2019_FRENCH DOOR - SS.pdf Verified By: Yiping Wang 55983 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +65/-65 Evaluation Reports Other: For maximum door sizes, please see installation FL29477_RO_AE_Evaluation Report SS.pdf instructions Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® a] Credit Card Safe ....... . .. .. . ......... . .. ... .. . .... ..... . ... . . .. . . . • ...... .... .. .. . .. . .. . . ... . ... . ... . . . . 0 :0 . . . ..... . ... . ...... . .... .... . . .... . OUT5W1 NG FRENCH DOUBLE DOOR LARGE M 1551 LE IMPACT (LM I ) 0. 140" GLA55LAM SAFETY -PLUS II 3/ 1 G" ANNEALED GLA55 BY'POLYMER EXTRUSION TECHNOLOGY,INC' 0.205" GLA55LAM SAFETY -PLUS II BY'POLYMER EXTRUSION TECHNOLOGY,INC' 3/I G" ANNEALED GLA55 I/4" AIR SPACE 3/ 1 G" ANNEALED GLASS 3/ I G" ANNEALED GLA55 3/ I G" TEMP. GLA55 9 t 9 Lu CD 0 8 0 CD0 10 cInn g w LU \ GE-5C5 2800 GE-5C5 2800 GLA55 TYPE JIG 111 7/ 1 G° OVERALL LAM. GLA55 .••. •; GENERAL*NOTt5j••• • - T14" PgDDUCI• HAO BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF •• THE 6 TT1 ED410N•kORIDA BUILDING CODE (201 7) INCLUDING HIGH VELOCITY HURRICANE .. ZONE•9_IVHZ). •. •• • • • • • •• • • •••••• •• - D90R%RATED•FOK LARGE MI551LE IMPACT. IMPACT SHUTTERS ARE NOT REQUIRED. •• - THESE DOORS•PrAPPROVED FOR AIR AND WATER INFILTRATION. •• •• •••••• •• - ANC"QR5 51-%L-L Br A5 LISTED, SPACED A5 SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BAO&VATERIAL SHALL BE BEYOND WALL DRE551NG OR STUCCO. - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THI5 APPROVAL. - MATERIALS INCLUDING BUT NOT LIMITED TO 5TEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (201 7) 5ECTION A5 APPLICABLE. - METAL STRUCTURES NOT BY EMC WINDOWS AND DOORS TO BE DE51GNED TO SUPPORT THE LOADS IMPOSED BY THI5 GLAZING SYSTEM AND TO TRANSFER SUCH LOAD5 TO THE BUILDING MAIN STRUCTURE. - ULTIMATE LOAD OBTAINED FROM A5CE 7-1 0, MULTIPLY BY O.G 5HALL BE LE55 THAN OR EQUAL TO MAX. DESIGN LOAD IN THI5 DOCUMENT. THE DESIGN LOADS SHOWN IN THI5 DOCUMENT ARE ALLOWABLE DESIGN LOADS. GLA55 TYPE °G211 I ° OVERALL I NSU L. LAM. GLA55 NOTE: GLA55 COMPLIES WITH A5TM E 1300-09 (3 5EC. GU5T5). INSTRUCTIONS: U5E CHARTS A5 FOLLOWS. STEP I : DETERMINE DE51GN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE A5CE 7-1 0 STANDARD. STEP 2: SEE TYPICAL ELEVATION ON SHEET E I * E2 FOR MAXIMUM SIZE AND DE51GN LOAD. STEP 3: 5EE ANCHOR TYPE ON SHEET A 1. 5EE SHEET E I It E2 FOR ANCHOR SPACING. ABBREVIATIONS AND SYMBOLS D.L.O. - DAYLITE OPENING F.H. - FRAME HEIGHT SECTION NUMBER F.W. - FRAME WIDTH W/ -WITH "117 W/O -WITHOUT SHEET NUMBER O.C. - ON CENTER LIMITATIONS OF USE A- THIS PRODUCT EVALUATION DOCUMENT (P.ED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i.e .WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. B- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HEISHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. C- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. D- SITE SPECIFIC PROJECTS SHALL BE PREP 'ED BY A 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.ED. E- THIS P.ED .SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. FLORIDA APPROVAL: FL # 29477.1 WION Vol #559$3 •• Ci.A7 a �* • N D� • 'cc E o � cm,z �C �c U)C, cc Iu Z to /may a 0. Q) {i Lr U W U) C E W p Z U vi 2 >0� Z Q� W c' E V vi S � � d L coZ� U 3 3 3 ma O E 0 U 3 JLLI E m D 0 w 0 OW�I� 0 s = O U) U Q F- " c3i Ld � O= N 0 0 co to Z Z M V) N cn 7Z o I— U `✓ LU O w a Drn Dm sole "IRDte AS SHOWN DMRAWIN AD19 ND16 COVER Sheet No. 01 OF 09 .Jury volu, cv I, FRC I 39 5/6" MAX. ROM JAMB °N D5(TYP. ) F- lu LL- co 0 O 0 .. • ... . • • �... • DI • •.. . .. .• •... • • •...•• SINGLE DOOR W/O SIDELITE (X) TYPICAL EXTERIOR ELEVATION NOTE: O= G I *G2 MAX. DE51GN LOAD + G5 P5F - G5 P5F FROM HEAD/SILL 1 EN D5(TYP. ) is, 75 1 /2" MAX DOOR FRAME WIDTH 72 3/8" DOOR PANEL WIDTH 25 9/ 1 G" 25 911 G" D. L.O. D. L.O. 1 2" MAX. O.C. Q O G" FROM JAMB m END5(TYP.) 35 1 5/ 1 G" � U m 0 O LEAF IDTH 3 4 D2 D2 L, o OPP. m G INACTIVE 77 ALUMINUM HINGES O.C. BY'5ULLIVAN AND A550CIATE' HINGE LAYOUT(TYP.) DOUBLE DOOR W/O SIDELITE (XX) TYPICAL EXTERIOR ELEVATION cc E; V oc\l o too Z cQ cCcc cu F ZcO r F ZQ) C W CD E W p @) Z U v� Z >DO W CO } a E o m F F w U 3 3 3 I O E O 0 4 LLJ E tm J U m Ix O w 8 O Oww �o U Z = w Lw u) r � w O = DO C� 0 co z Z N V)Lu o O W 0 FLORIDA APPROVAL: lm FL # 29477.1 tNVIION �W �` •v� 559$3 • * �i� Daw" Dm w,ao,e S-le As sNowN • C.A6� 7 i DRAWING NO. 0 • r AD19-1Of 6 W �• o 0 Ole- E1 *666-9 Sheet No 02 OF 09 .luly nsrrl MIA .••• ••• •• •• •• •• ••• • • •••••• 1•00 •• . •••• 0000 NOTE: O=GI*-G2 35 1 5/ 1 G" FRAME WIDTH 32 5/ 1 G" D. L.O. 2 D2 // 15 ALUM. REINF. O i FROM HEAD/SILL I/ EN D5CrYP. ) 4 3�� Gn DI 147 1 /2" MAX. FRAME OVERALL WIDTH 75 5/8" DOOR FRAME WIDTH 72 3/8" DOOR PANEL WIDTH 25 5/8" 25 5/5" D. T D.L.O. D.L.O. 3G 1 /4" DOOR LEAF IDTH / w I!i Q cm W m � 0 0 0 O G V 17 35 1 5/ I G" FRAME WIDTH 32 5/ 1 G" D. L.O. 15 ALUM. REINF. 2 D2 OPP. TYPICAL EXTERIOR ELEVATION W/ 51DELITE (OXXO) MULLION MAX. DE51GN LOAD + GO P5F UNREINF. -GO P5F + G5 P5F REINF. - G5 P5F jD'2 OPP. FROM JAMB E N D5(TYP. ) 1 2" MAX. O.C. 00 E ro Z C, �co o� Zcl)z` c Z < °a C U W rn ov E W ZZ Z 0 v) E Z >co Z W a c) CQ E C � ago G w LJ 3 3 I O E p J J Li E l� J CD m � O w o p Q W U z 2 LL Iz U) � w L p _ Go 0 o L N z z (U C. O W � FLORIDA APPROVAL: 'm 0 FL # 29477.1 tR�T10 �I� Dm n om Soie �� 4 �•• iI !�,••� #55 83 ootrzme �ssrrowN DRAWING NO. N0 ' k' AD19-16 f �W • 09 E2 Sheet No. n� nF no July 03rd, 2019 w TYPICAL ANCHOR TYPES: 5EE ELEVATIONS FOR SPACING TYPE "A": 1/4" DIA. ULTRACON BY'ELCO' (Fu= 177 K51, Fy= 155 K51) INTO WOOD STRUCTURE WITH 1 1 /2" MIN. EMBED THRU I BY OR 2BY WOOD BUCK5 INTO CONCRETE WITH 1 3/4" MIN. EMBED THRU I BY OR 2BY WOOD BUCK5 WITH 1 1 /4" MIN. EMBED INTO HOLLOW BLOCK(JAMB ONLY) WITH 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK DIRECTLY INTO CONCRETE(3000 p5l MIN.) WITH 1 1/2" MIN. EMBED INTO CONCRETE TYPE "B": 1 /4" TEK5 OR SELF DRILLING 5CREW(GRADE 5) (Fu= 120 K51, Fy=92 K50 INTO METAL 5TRUCTURE STEEL: 1 /8" THK. MIN. (Fy=3G K51 MIN.) ALUMINUM: 1/8" THK. MIN. (0003-T5 MIN.) TYPICAL ANCHOR EDGE D15TANCE: • INTO • NCRETE OR GROUT FILLED * MASONRY = 2 1/2" MIN. •; INTO WOAD 5-FRhJCTi.URE = 1-1 /2" MIN. .. I NTQ "LQAL 51RU CT1.1 RE = I "MIN. .. WCIORSTRUCTWRf,kBUCK HEAD, 51LL * JAMB: 5G = 0.55 MIN. •• CMCRFfiE AThf.QD, 51LL * JAMB: f'c = 3000 p5I MIN. •• C-90•HQLLOW/RikFiD BLOCK(JAMB ONLY): f'm = 2000 p51 MIN. 0. .• •... • SEALANTS: ••;••• ALVTAME C11345"JOINT5, MULLION 5EMA5 AND PERIMETER OF GLAZING �• BEAD 1T"FRAIIIE.51!4�LED WITH SILICONE 5EALANT (DOW511- 775) I X OR 2X WOOD BUCK5 AND METAL 5TRUCTURE5 NOT BY EMC WINDOW5 AND DOOR5 MUST SUPPORT LOADS IMF05ED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. w11N—EDGE D15T. CONCRETE f'c =3000 p5l MIN WOOD BUCK5 TYPICAL ANCHORS SEE ELEVATION FOR SPACING TYPICAL ANCHORS SEE ELEVATION FOR SPACING MIN. EDGE D15T. METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATION FOR SPACING L1= TYPICAL ANCHORS CFF FI P%/ATI/lAl FLORIDA APPROVAL: FL # 2.9477. 1 Q �8" t�ION �W0 ••'� 559v •. �I C.A069511777 i ND�� o • �� ig ' �Cc E o c,2 o Z CQ c L ui O c U Z to r r F Z W rn cv E W p Z U vi E Z ; c Z -n W co E 0 a C► � w o m Q) G oz W U 3 3 I O E O U 8 J a J • CAD m 12 D O W c O 0 ww Q 0 0 F o = ocn� O Z m LL w (A cre- � w � 3O § a o x co Q (0 CV z_ Z Go � � o � U O w i=° Drawn Date Sok 4,01=19 AS SHOWN DRAWING NO. AD19-16 Al Sheet No. 04 OF 09 .Jury votu, cv ID MIN. EDGE DIST. LU CONCRETE fc'=3000 P51MIN N = / c` 2 1J11 �; TYPICAL ANCHORS SEE ELEVATION FOR SPACING I DETAIL o 9 IL D I o O IL/ cz IV w w LU 8 z Li 0 = 0tu \ • 1 1 ... • 0 • ... .. .. .. .. 8.•• • .. . •... rjPoo .. ►.. •••• 3 m GLA55 OPTION 2 DETAIL DI 3/8" X I 1 /8" X 3/8" ALUM. CHANNEL TYPICAL ANCHORS SEE ELEVATION FOR SPACING , ZW , 2� w IN. EDGE DIS CONCRETE fc' = 3Q00 p51 MIN. E o TYPICAL ANCHORS Z 0 w SEE ELEVATION z FOR SPACING I CO Ln cd G Z Z � < Ln U W U) 0 W p Z 0 v� E co z 00 > Z ¢co 1 W C `o } a U < G O 6 L c0 U N G G Cs: 3 DETAIL U L DI 3 z L i O E � J 8 J E CD Is 10 \ m W H 120 D O w 8 \ O c \� I co 0 0 U Z = -uj � � � r w 0 _9 O 0 N GLASS OPTION � U O W 4 DETAI L DI 0 FLORIDA APPROVAL: Em 0 FL # 29477. 1 46 NO"'.'•ION'5.� Down Date Scale •� #559$3 "112019 �SSHOWN 01 C.A696977 �* - : tNo DRAWING NO. • AD19-16 O .W • F • TYPICAL ANCHOR • • Z .•• (� D 1 ELEVATION ,,,i����`S$(IOti R`4 ?,,,, Sheet No. FOR SPACING 05 OF 09 July 03rd, 2019 c EX I LKIUK i — — --1 I Z_ TYPICAL ANCHOR5 SEE ELEVATION FOR SPACING CD L- E V �� o U. as Z CO c C- s Z �� G Z a� 10 W N CQ E W p IZ U vi E v Z >m z� co W co a E an c � c cc � Iu c c w U 3 3 3 ( O E O U 3 C)Ld J — J �E m O w S O O "o v H 0 = 0 J c _ O Z 2 a LzLI w O = N C r7 U1) co z Z N U" U O W W FLORIDA APPROVAL: m FL # 29477.1 44; T1A VIION �I� OnwnOm ov,rzD,a Sale As SHOWN ��+FL .i ♦ #559d3 •♦ *•�� V IP77 •• DRAWING NO. :• *10 • AD19-16 OF :2 '�• •� ��, •� •fit Q ¢ ••����, ,�• D2 Sheet No. O _ 06 OF 09 July 03rd, 2019 m cn N EKONMO • • 0 1 uo 4.000" F 7. I .742" .070' cc N 51DELITE HEAD/SILUJAMB R r,-,1 DOOR HEAD/JAMB FRAME �EMC-004 ALUM. GOG3-TG L EMC-001 ALUM. GOG3-TG 1 .750" 4 J0 " 0.070" O qT 0.078" O, I I M�4 TOP/BOTTOM RAIL EMC-002 ALUM. GOG3-TG 2.587" ... .. co ..• • • • • N • • • • • •. 51DEUTE JACAV ` OPEN "• �EQ�fC�005 `••4LUM. GOG3-TG • ... . •. THRESHOLD `t EMCFD I -ALUM. 0.070" l4.281" 1 HINGE STILE V EMCFD2 ALUM. GOG3-TG O 0 ;r N N 4.871 7 MEETING STILE EMCFD3 ALUM. GOG3-TG 8 GLAZING BEAD FOR LAM. GLA55 ALUM. GOG3-TG O 0.090" m �n1 GLAZING ADAPTOR GLAZING BEAD FOR IN5UL.-LAM. GLA55 �c1 ALUM. CHANNEL REINFORCEMENT EMC-003 ALUM. GOG3-TG - ALUM. GOG3-TG ALUM. GOG3-TG �# I O X I' PHILIPS FLAT HEAD SMS 0 DOOR FRAME CORNER ISOMETRIC DETAIL c E o � o o on Z CQ cc C U1 z oC', C Z °a D C U uJ to o E W ZZ Z U ai E Z >cp Z N Q� W g � e� E } U o u od c Q) c c U u 3 3 1 O E o U 8 I) J — J .@ C�9 Ld J U E m O w o ono = 0 (1) c U Z = i w U) W � p z Z � A c � U m LLI O W FLORIDA APPROVAL: lm FL # 29477.1 -14r, NVION fl D—Date sole ,�,`Q• •• #559$3 . • V C.AlJe� 7 * � Div 4,verzm. Assraww DRAWING NO. too • AD19-16 •••��••• , sheet Na. 4 BILL OF MATERIALS 00 8� E~ ° Z° E ITEM PART DESCRIPTION MATERIAL MANUF. / REMARKS * 0'CC G U) I EMC-004 51DELITE HEAD/51LUJAMB FRAME ALUM. GOG3-TG EMC WINDOWS AND DOORS, LLC Z_ a a 2 EMC-00 I DOOR HEAD/JAMB FRAME ALUM. GOG3-TG EMC WINDOWS AND DOORS, LLC W N CQ E 0 E 3 EMC-002 TOP BOTTOM RAIL ALUM. 0003-TG EMC WINDOWS AND DOORS, LLC Iu Z U v, Z E 0 4 EMCFD I THRESHOLD ALUM. GOG3-TG EMC WINDOWS AND DOORS, LLC ai co i d cc Z �c 5 EMC-005 51DELITE OPEN JAMB ALUM. 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U •• AG1'I't/Z LEAF: •••••• w -: 3 PbIN -*LOCK W05ULLIVAN � A550CIATED5' AT 42 1 /4" FROM BOTTOM OF THE LEAF O w � • A I "SC 1 1/4" �(•>;'�1$" ALUM. 7-RIB FLUSH BOLT GUIDE WAS FASTENED TO INACTIVE LEAF LOCKSTILE WITH •• (2j;4.0..0 3/4'-PFr* ELF -DRILLING 5M5 •• INUZ�Vt LEAF • A SETS OF LEVER-ACITIVATED MANUAL SHOOT BOLTS BY'SULLIVAN * A55OCIATE51 AT TOP/BOTTOM A I " X 1 1 /4" X 1 5/8" ALUM. 7-RI5 FLUSH BOLT GUIDE WAS FASTENED TO INACTIVE LEAF LOCKSTILE WITH (2) # 10 X 3/4" PFH SELF -DRILLING 5M5 0 HINGES: FLORIDA APPROVAL: (3) ALUM. HINGES BY'SULLIVAN AND ASSOCIATES' FL # 29477.1 it AT 1 1 3/4" FROM TOP AND BOTTOM, 35" O.C. FASTEN TO FRAME WITH �z (3) # 12 X I " PFH SELF -DRILLING 5M5 FASTEN TO LEAF WITH ���Q•t�fr►;oN '°�°�° (3) # 1 2 X I " PFH SELF -DRILLING 5M5 `• #ss $s •� *�• ? C.Allc� 7 i "sus"°`"" DRAWING NO. NaO�� • r IF = AD19-16 Z .W •�' S • w ..•. 'idt4A,`,� ISO Sheet No. . 08 OF 09 Hwy volu, cv la f ". n