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RC-19-760Certificate of Completion Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Description: NEW WINDOWS AND INTERIOR REPAIRS Permit Type Building (Residential) Bldg. Permit No. RC-04-19-760 Owner BLUE DOT HOMES LLC Contractor HCD DEVELOPERS LLC '74%41 Subdivision/Project Date Issued 07/02/2020 Construction Type V-13 Occupancy Single Family Type Square Footage 1,500.00 Flood Zone X Location If the building is located in a special flood hazard area documentation of the as -built lowest floor 82 NW 98TH ST elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores, FL 33150 Miami Shores Village. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the R 0 E time of issuance this structure was in compliance with the various ordinances of the jurisdiction C. 1932 regulating building construction or use. = u :: a �_ ;: i ` / � :�:. � r?'Qil - Building Officials Approval Not Transferable POST IN A CONSPICUOUS PLACE Ismael Naranjo, CBO Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 02/14/2020 Location Address Parcel Number 82 NW 98TH ST, Miami Shores, FL 33150 1131010330230 Contacts Permit NO.: RC-04-19-760 Permit Type: Building (Residential) Work Classification: Alteration Permit Status: Approved Expiration: 08/12/2020 BLUE DOT HOMES LLC Owner HCD DEVELOPERS LLC Contractor 82 NW 98 ST, MIAMI SHORES, FL 33150 TOMAS RAFAEL GONZALEZ Home: 9549800623 5273 SW 157 LN, MIRAMAR, FL 33027 Business: 3055929898 igonzalez@urbandomus.net Inspection Description: NEW WINDOWS AND INTERIOR REPAIRS Valuation: $ 30,000.00 Inspection Requests: 4949 Total Sq Feet: 1,500.00 Fees Amount Application Fee - Other $200.00 CCF $18.00 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $13.50 DCA Fee $9.00 Education Surcharge $6.00 Permit Fee $700.00 Scanning Fee $18.00 Structural Review ($45) $45.00 Structural Review ($90) $90.00 Structural Review ($90) $90.00 Structural Review ($90) $90.00 Technology Fee $22.50 Total: $1,352.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $1,352.00 Credit Card 02/14/2020 $1,152.00 Credit Card 04/08/2019 $200.00 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. Signature: Owner / Applicant / Contractor / Agent Date February 14, 2020 Page 2 of 2 Miami Shores Village IIECEUvED BUILDING PERMIT APPLICATION Building Department N v 22 0�9 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 20 Master Permit No. RC-04-19-760 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 82 NW 98 ST Sub Permit No. ❑ REVISION ❑ EXTENSION QRENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3101-033-0230 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): � 1tleholder): u m m V c V"� , Phone#: 7 ?b P b -2 00 '' Address: O 2 ti V -t QO ST- City: H 1SM I State: � � Zip: Tenant/Lesse��e��///Name: Phone#: Email: ) � URj3fIDorAyS V516n• Ne-r CONTRACTOR: Company Name: HCD DEVELOPERS LLC Phone#: 3055929898 Address: 140 NW 37 ST City: MIAMI State: FL Zip: 33127 Qualifier Name: TOMAS GONZALEZ Phone#: 9543192378 State Certification or Registration #: CGC1513164 Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: State Zip: Value of Work for this Permit: $ 30.000 Square/Linear Footage of Work: Type of Work: ❑ Addition H Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: INTERIOR REMODELING (KITCEHN, BATHROOM NEW STORM WINDOWS AND EXTERIOR WOOD DECK Specify color of color thru tile: Submittal Fee $��Ci - W Permit Fee $ Q CCF $ ( 51:SJ ' W CO/CC $ kg�) ' 04Z3 Scanning Fee $ 1 07 Radon Fee $ DBPR $ L Notary $ O Technology Fee $2 92 Training/Education Fee $ r 40 Double Fee $ Structural Reviews $ �S, 0D :lO , G� qU' � Bond $ '3 �� '00 TOTAL FEE NOW DUE $ (Revised02/24/2014) r 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 Zi 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-�, Signatu OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �•Z day of % U J 20 « by �2 ' day of k a 20 i'q by 41o is personally wn to c wh erso 0ki'no n to me or Qho has produced as me or who has produce as identification and NOTARY PUBLI Print: did take an oath. Seal: rr Notary Public State ofKiorida Ivelisse Teresa Gonzalez My Commission GG 302028 Expires 02/14/2023 1 APPROVED BY identification and who did take an oath. NOTARY PUBLIO."'? /" Seal:/ I ?-� 0 N®(p�ry Public Stat ' Florida 1011see Teresa'Gonzalez �. E�1tofts OW114 2023 302020 �I Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk Miami Shores Village Building Department IAPR Q 20 Y:_ 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 P MIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ED y�FB/�C 20`�i Master Permit No. 1 1l% 04-.1-( -36p Sub Permit No ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: S i- City: Miami Shores County: Miami Dade Zip: 3 3 1 6b Folio/Parcel#:_ 11 - 3101. D 33 - 1� 2 3 o Is the Building Historically Designated: Yes NO V' Occupancy Type: Load: Construction Type: Food Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): C • Phone#: Address: 0 � Titleholder):__ City: State: Zip: I Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: I % Phone#: (�O 3 14 (� Address 0 '-0 City: (Cl�{ou / �Statte�: �� Zip: 3 31 Z7' ` Qualifier Name: 1 ilk CL5 C7CMZ �(J�C^/t- Phone#: �� 31 C( '9 S6 Yf State Certification or Registration M lfh G 1�i' 3 i �� Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 76b.todr' Square/Linear Footage of Work: Type of Work: ❑ Addition [2 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: aVLO -UMA&ILv-5 Q v-0-k— tAAitN. O r Y!:P0, tY'S It Specify color of color th u tile: Submittal Fee $ 2�Q I Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 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 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. , It Signature �A Signature OWNER or AGENT The fo going insTT acknowledged before me this day of �P 20, by N hQ.-►Q wh//is��personally known to me or who has produce _ t—=#-V k (Wit AQ identification and who did takeanoath. NOTARY PUBLICr\ / 1 Print: Seal: llT� APPROVED BY _ (Revised02/24/2014) ELIZABETH YELIN Notary Public - State of lorid, Corrmiss:on: GG 748525 Ecrzed thr^u,! Naticral hctary 4s<,- The foregoing/Instrument was acknowledged before me this d4 of It 4 (U 20 C 9 by V 0A 41� G Uk i o is personally k n to me or who has produced as Seal: Notary Public State of Flonda Ricardo Gonzalez My COFMI11610n 00 261457 a w Expires 12/04/2022 Plans Examiner Zoning Structural Review Clerk 4/8/2019 Detail by Officer/Registered Agent Name Detail -by Officer/Registered Agent Name Foreign Limited Liability Company BLUE DOT HOMES, LLC Filing Information Document Number M18000007736 FEI/EIN Number NONE Date Filed 08/16/2018 State NV Status ACTIVE Principal Address 180 NE 29 STREET #1506 MIAMI, FL 33137 Mailing Address 180 NE 29 STREET #1506 MIAMI, FL 33137 Registere Agent Name & Address REGISTERED AGENTS INC 7901 4TH STREET NORTH SUITE 300 ST.PETERSBURG, FL 33702 Address Changed: 03/25/2019 Authorized Person(s) Detail Name & Address Title MGR VERA, ALEJANDRO 180 NE 29 STREET #1506 MIAMI, FL 33137 Title MGR LAFUENTE, ALFONSO 180 NE 29 STREET #1506 MIAMI, FL 33137 Annual Reports No Annual Reports Filed Document Images 08/16/2016 -- Foreign Limited View image in PDF format FI. nCa N T, . of of St-, r)jv , .n of Corp, ,nP5 search.su nbiz.org/Inquiry/Corporation Search/Sea rch Resu ltDetai I?i nq ui rytype=OfficerReg isteredAgentN ame&d i rectionType=In itia I&search NameOrder... 2/2 4/8/2019 Property Search Application - Miami -Dade County y OF THE PR PERTYAPPRAISER OFFICE0 Summary Report Property Information Folio: 11-3101-033-0230 Property Address: 82 NW 98 ST Miami Shores, FL 33150-1737 Owner BLUT DOT HOMES LLC Mailing Address 180 NE 29 ST UNIT 1506 MIAMI, FL 33137 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,629 Sq.Ft Living Area 1,224 Sq.Ft Adjusted Area 1,426 Sq.Ft Lot Size 7,650 Sq.Ft Year Built 1949 Assessment Information Year 2018 2017 2016 Land Value $168,558 $168,558 $168,558 Building Value $106,950 $83,849 $83,849 XF Value $0 $0 $0 Market Value $275,508 $252,407 $252,407 Assessed Value $275,508 $182,641 $178,885 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $69,766 $73,522 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10-39 LOT 11 & E1/2 LOT 12 BLK 129 LOT SIZE 75.000 X 102 OR 14026-2157 0389 1 Generated On : 4/8/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $50,000 $50,000 Taxable Value $275,508 $132,641 $128,885 School Board Exemption Value $0 $25,000 $25,000 Taxable Value 1 $275,508 $157,641 $153,885 City Exemption Value $0 $50,000 $50,000 Taxable Value $275,508 $132,641 $128,885 Regional Exemption Value $0 $50,000 $50,000 Taxable Value $275,508 $132,641 $128,885 Sales Information Previous Price O pBook- oe k Qualification Description Prev 9 12/03/2018 $380,000 31339-2972 Partial interest 12/03/2018 $0 31339-2974 Corrective, tax or QCD; min consideration 11/15/2013 $103,500 28915-0679 Corrective, tax or QCD; min consideration 09/13/2013 $215,000 28824-3013 Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: A� �® CERTIFICATE OF LIABILITY INSURANCE DATE E (MM/DD/YYYY) F4/8/2019 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(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). SUNZ Insurance Solutions, LLC. ID: (TLR) c/o TLR of Bonita, Inc 700 Central Ave Suite 500 St. Petersburg, �L 33701 CONTAPRODUCER NAME: Workers' Comp Department PHONE 727-520-7676 x 3 A/C No): 727-525-3862 E-MAIL ADDRESS: certs@encorehr.com INSURERS AFFORDING COVERAGE NAIC# INSURER A: SUNZ Insurance Company 34762 INSURED TLR of Bonita, Inc EnteTriseHR INSURER B : INSURER C INSURERD: 700 Central Avenue Suite 500 St. Petersburg FL 33701 INSURERE: INSURER F : COVERAGES CERTIFICATE NUMBER: 48041051 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 ADDLSUBR POLICY NUMBER EFF MMLDD/YYYY MMICY L ICY EXP DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO HEN I ED CLAIMS -MADE OCCUR PREMISES Ea occurrence $ MED EXP (Any oneperson) _ $ PERSONAL & ADV INJURY $ L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $POLICY PRO ❑LOCJECT M'OTHER: PRODUCTS - COMP/OP AGG $ $ 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 i nt $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY UMBRELLA LIAR EACH OCCURRENCE $ HOCCUR AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANYPROPRIETOR/PARTNER/EXECUTIVE WC016-00001-018 6/1/2018 6/1/2019 ,/ STATUTE ERH E.L. EACH ACCIDENT $1 00O 000.00 OFFICER/MEMBEREXCLUDED? ❑ N/A (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $1,000-000,00 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $1 000 000.00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Coverage Provided for all leased employees but not subcontractors of: Urban Domus Construction, LLC Client Effective: 04/01/2019 5526 Villages of Miami Shore 10050 NE 2nd Ave. Miami Shores FL 33138 LLA' 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 i f , Rick Leonard 01988-2015 ACORD CORPORATION. All rights reserved ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Ron DeSantis Mission: Governor To protect, promote & improve the health of all people in Florida through integrated Scott A. Rivkees, MD state, county & community efforts. HE A IT U State Surgeon General Vision: To be the Healthiest State in the Nation (Joe Lewis) 3075 SW 61 Avenue Hollywood, FL 33023 RE: Contingency Letter Application Document No: AP1456291 Centrax Permit Number: 13-SC-2021485 OSTDS Number: 82 NW 98 St Miami, FL 33150 Lot: Block: Dear Applicant: January 21, 2020 Subdivision: This will acknowledge receipt of an application dated 12/06/2019 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. No objection for deck installation as per your Site Plan. NO BEDROOM ADDITION. NO FLOW INCREASE. From a review of your completed application, it has been determined that your existing system appears to meet the minimum standards of F.A.C. 64E-6 for the proposed use. It is approved for use with the plans submitted to this office. If this system should fail, causing an unsanitary condition to exist, steps must be taken to bring the system into compliance immediately. Department approval of the system does not guarantee satisfactory performance for any specific period of time. Any change in material facts which served as a basis for issuance of this approval requires the applicant to modify the permit application. Such modification may result in this approval being made null and void. Issuance of this approval does not exempt the applicant from compliance with other Federal, State, or Local Permitting required for development of this property. If you have any questions on this matter, please call our office at (786) 315-2412. Sincerely, Jesus HernandezAcosta, Engineering Specialist II Florida Department of Health www.FloridaHealth.gov in DADE COUNTY TWITTER:HealthyFLA 1725 NW 167 St, Opa Locka, FL 33056 FACEBOOK:FLDepartmentofHealth PHONE: (305) 623-3500 FAX: (305) 623-3645 1 YOUTUBE: fldoh 1 ". I INVOICE _ LEWIS SEPTIC PUMPOUTS DRAINFIELDS 786-263 -1723 PROPOSAL SUBMITTED TO: PHONE DATE • • • • • • . . STREET JOB NAtlE • o • • • • • • • w • CITY. STATE. ZIP ��./// JOB LOCATION • *see • : :as*:* • ARCHITECT DATE OF PLANS JOB PUQifEa o • o• • • • •••••• • WE HEREBY SUBMIT SPECIFICATIONS AND ESTIMATES FOR: • • • • NOTE: WE ARE NOT RESPONSIBLE FOR DAMAGES TO UNDERGROUND LINES UNLESS • , INFORMED OF LOCATION BEFORE WORK IS DONE • • • • THERE IS A $20.00 CHARGE ON ANY RETURN CHECK • • • • THERE IS A $5.00 PER DAY CHARGE ON ANY PAST DUE ACCOUNT ALL DEPOSITS ARE NON-REFUNDABLE WE ARE NOT RESPONSIBLE FOR DAMAGE FROM ROOTS OR FROM LIQUID OVERLOAD TO DRAIN FIELD SERVICE PERFORMED PUMPOUT SEPTIC TANK......................................................................................PRICE $ PUMPOUTGREASE TRAP................................................................................................. $ REPAIRDRAIN FIELD........................................................................................................ $ OTHER................................................................................................................................... $ TAX TOTAL . O 1Yc.propose hereby to furnish material and labor - complete in accordance with above specifications fo the of DEPOSIT/ BALDO AT COMPLETION OF JOB DOLLARS is 7y,,q " D Z) ) PAYMENT TO BE MADE AS FOLLOW C.O.D. PLEASE MAKE CHECK PAYABLE TO: SEPTIC T K COMPANY All material is gaaraateed ao be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alterations or Authorized deviation from abort speoifieaiions involviog extra costs will be executed only "I &�: upon written orders. and Will become as extra cbarge over and above the Signature estimate. All agreements contingent upon strike, accidents or delays beyond our control. Owner to carry fine, tornado and other necessary insurance. Our workers are fully covered by workmen's compensation insurance. days Acceptance of Work The above price, specifications and conditions are satisfactory and are hereby acceptW. You are Signature Date authorized to do the Work as specified, Payment will be made as outlined above. Signature Date Ad - go, 00 r STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM EXISTING SYSTEM AND SYSTEM REPAIR EVALUATION 610C 007' I/b/n -es Z G c CONTRACTOR / AGENT I o e- L w j! S iO e, G l l f V .SGO t l G :?fib/-O3 ..2.3-0 LOT: / l/BLOCK: SUBDIV: MeS(siZD#:/%. TO BE COMPLETED BY FIAWIDA REGISTERED ENGINEER, DEPARTMENT EMPLOYEE, SEPTI44TANK CONTRACTOR OR • 000000 OTHER CERTIFIED PERSON. SIGN AND SEAL ALL SUBMITTED DOCUMENTS. CCMPLETFd*ALL,APPLfCABff ITF]MS. • COMPLETE TANK CERTIFICATION BELOW OR NOTE IN REMARKS WHY THE TANKS CANNOT •BE*CERTIFIED. ••••• EXISTING TANK INFORMATION •• •• •••• •••••• [ 105.01 GALLONS SEPTIC TANK / GPD ATU LEGEND: �/� ��'�'✓ ,r/ MATERIAL: _; _,i r *S , G D : [(Pt N-1 • • I 7 GALLONS SEPTIC TANK / Gi'D ATU LEGEND: MATERIAL: • . BAFFLED: [ Y tt1, [ 7 GALLONS GREASE INTERCEPTOR LEGEND: MATERIAL: : .••• ' • { 7 GALLONS DOSING TANK LEGEND: MATERIAL: # I CERTIFY T T THE LI D TANKS WERE PUMPED ON / 15111 BY J r C LC c✓ Is , HAVE THE VOLUMESPECIFI AS DETERMINED BY [ DIMENSIONS / FILLING / LEGEND 1, ARE FREE OF OBSERVABLE DEFECTS O%LEAKS,HAVE A OLIDS DEFLE�rION DEVICE /OUTLET FILTER DEVICE ] INST D. Jai SIGNA OF LX&MEM CONTRACTOR BUSINESS NAME DATE PERMIT 0 EXISTING DRAINFIELD INFORMATION [ 3 1-51 SQUARE FEET PRIMARY DRAINFIELD SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: i--S X 2-y [ ] SQUARE FEET SYSTEM NO. OF TRENCHES I 7 DnamsIONS: X TYPE OF SYSTEM: ( ] STANDARD [ ; FILLED '[ ] MOUND I I CONFIGURATION: [ ],TRENCH [ BED [ ] DESIGN: [ Lr HEADER [ ] D-BOX [ GRAVITY SYSTEM [ ] DOSED SYSTEM ELEVATION OF BOTTOM OF DRAINFIELD IN RELATION TO EXISTING GRADE INCHES [ABOVE/BELOW'] SYSTEM FAILURE AND REPAIR INFORMATION [ } SYSTEM INS TION DATE TYPE OF WASTE [ ] DOMESTIC [ J COMMERCIAL j J GPD ESTIMATED FLOW EASED ON [ ] METERED WATER [ ] 1, 64E-6, FAC SITE;.,, [ ] DRAINAGE STRUC ] POOL ( ] PATIO [ J PARKING CONDITIONS: [ ] SLOPING PROPERTY [ ] NATURE OF [ ] HYDRAULIC OVERLOAD [ ] S [ ] TANCE [ ] SYSTEM DAMAGE FAILURE: [ ] DRAINAGE / RUN OFF ] ROOTS I J WATER TAB I '7 [ FAILURE [ ] SEWAGE O�CKVP l TANK [ 7 D BOX/HEADER [ J DRAINFIELD S�TOM: [ 7 PLUMING I 7 REMARKS/ADDITIONAL CRITERIA S IO X 41X 3 S • ' 1. -5 � 0 9IS 99 DATE: 'SUBMITTED BY: � . � (,� � �' TITLE/LICENSE DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 4 of 4 �I Realms ll��!llii riiiiillrnos, 11TO!! 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Ppoperty Search ApplicationMiami-Dade o P Fi�i~t'� ��P�j� ��ID��t R aVA AE"ER Summary Report Property Information Folio: 11-3101-033-0230 Property Address: 82 NW 98 ST Miami Shores, FL 33150-1737 Owner BLUE DOT HOMES LLC Mailing Address 180 NE 29 ST UNIT 1506 MIAMI, FL 33137 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,629 Sq.Ft Living Area 1,224 Sq.Ft Adjusted Area 1,426 Sq.Ft Lot Size 7,650 Sq.Ft Year Built 1949 Assessment Information Year 2019 2018 2017 Land Value $176,986 $168,558 $168,558 Building Value $106,950 $106,950 $83,849 XF Value $0 $0 $0 Market Value $283,936 $275,508 $252,407 Assessed Value 1 $283,9361 $275,5081 $182,641 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $69.766 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10-39 LOT-11 & E1/2 LOT 12 BLK 129 LOT SIZE 75.000 X 102 OR 14026-2157 0389 1 Generated On: 11/14/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $0 $0 $50,000 Taxable Value 1 $283,936 $275,508 $132,641 School Board Exemption Value $0 $0 $25,000 Taxable Value $283,936 $275,508 $157,641 City Exemption Value $0 $0 $50,000 Taxable Value 1 $283,936 $275,508 $132,641 Regional Exemption Value $0 $0 $50,000 Taxable Value 1 $283,936 $275,508 $132,641 Sales Information Previous Price OR Book- Qualification Description Sale Page 12/03/2018 $380,000 31339-2972 Partial interest Corrective, tax or QCD; min 12/03/2018 $0 31339-2974 consideration Corrective, tax or QCD; min 11/15/2013 $103,500 28915-0679 consideration 09/13/2013 $215,000 28824-3013 Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govfinfb/discJaimer.asp Version: • i https://www.nliamidade-gov/Apps/PA/propertysearch/ 11 /14/2019 A, 00111110/l/ N1 ROLANDO NIGAC3LIONI, P.E. LIC. # 60494 Civil/Structural Engineer .12 TC-3 EC Email: Rnigaglioni33@bellsouth.net 0 VIA%. Project Project No. By A. Santarnarina Date —,,'I I I llk�\ Description Checked By R. Nigaglioni _Page of 7. C, Q' .44 - /Ic T' fit i- 01 -x 7— .......... V-4 IV L 0- J 40 0 6- 7i W -4- J .... ... 9M I ROLANDO NIGAGLIONI, P.E. LIC. # 60494�c.i0�% Civil/Structural Engineer 049 = - E OF Email: Rnigaglioni33@bellsouth.net B0P4i`\�� Project Project No. By A. Santamarina Date Description Checked By R. Nigaglioni Page of IF III I �_4 -- I2A- .6. T e _ . . _w !)( _ jj� -.J .. • r - — M L �y 4i 3,66 i A. _x4 t _ : L I 44. _. F C I Co', & J4" A- 6 . I ROLANDO NIGAC3LIONI, P.E. LIC. # 60494 Civil/Structural Engineer -Z , 9 , Email: Rnigaglioni330bellsouth.net ��'•, s A of ^^:c�0R10NA P '-o�\�� Project Project No. By A. Santamarina Date //;, � 0NAL ��\\\\\ —�I1 !., 1 11_ Description Checked By R. Nigaglioni Page of 1 }y-iI �. 4- _ f1 i __j-_.-+-.._. II_ + _... � -»•• err• --- 1 I i •• } � i i - I I i I ' _ ._. ,-_.. -�-. • i •_ : "�.-- ( kit- 71 I ox _ -+ -- - - - - Y. t 1 • • t-A ..I_. n:.a$434_ 7)" -.rt . i I p' i ! + I ji I + { , I I i t I, R (32 0 i 0 i Project Description ROLANDO NIGAGLIONI, P.E. LIC. # 60494 Civil/Structural Engineer pN 4- 7 SiC- 74-7 0 8r C 3 Email: Rnigaglioni33@bellsouth.net Project No. !NIGq�,r�i�i ��` ram►.• �•,..,,F-.. OJT OF _ a ��✓ ��' �OR10P. �� By A. Santamarina Dater—'1/111111�� Checked By R. Nigaglioni Page of - �-'+! - -�► -ram- -r±- ( ! � -- _ _(/ O _ I _ - A D ----� Wool I � - - 1 I 1 SAY II 'I I yQ I. • i•• tY *see 7_�7 t 00*010 • ••sees ! I I t e U ATs i �W e,24 —t --�-- — fl 1-�—+ !!I� 71 ; a - q q'� - -�tls �_� -;—: _ , — - + -1 GAS i—A +-I `, t 01 r >r 4,41 • • i • sees•• sees• • • • sees•• sees•• !'/a / r F• c f v urc W C-vl /l�:ieRas—., rr _ • . 6 ( 15b 16� .f 0 � i 7*5 :* RN Engineering, Inspection & Construction, Inc. 10100 W. Sample Rd, Third Floor. Coral Springs, FL 33065 March 18, 2020 Miami Shores Village Building Department 10050 NE 2" d Avenue Miami Shores, Florida 33138 RE: Plumbing Inspection for: Interior Renovation — 82 NW 98 Street, Miami Shores, FL 33150 Master Permit No: RC-04-19-760 Plumbing Permit No. PL-02-20-371 Dear Building Official: The purpose of this letter is to attest that I have inspected the newly installed bathroom plumbing fixtures at the above referenced property. Specifically, I inspected the drainage, waste and vent (DWV) plumbing system and the water supply system. I hereby attest that to the best of my knowledge, belief, and professional judgement, the installation performed by the contractor was completed according to the approved plans and meet the requirements of the 2017 Florida Building Code. Should you have any questions or require additional information, do not hesitate to contact me. Sincerely, %%J11111111,,, �P�j, p0 NIGH ��%,,,, .gyp , •\0•E�NS�••./0 * No. 60494 .p STATE OF • �; NA`��G Rolando Nigaglioni, P.E. Professional Engineer License # 60494 Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores FL 33138 'lur poreep,s eo V R SpEC7.10MiaT00, 0 A1,, rl m /I wo qu s/s v,5 OQ Sho es .1, rn' X. /VATORD ',Q l be rece , 'T .(Jos 3 138 Permit NO. RC-04-19-760 Type: Building (Residential) Worwass: Alteration Issue Date: 2/14/2020 Expires: 08/1212020' f ECTION REQUESTS: (305)762.4949 or log on at https:/Ibldg.msvfl.gov/energov_prodlselfservice eavests must be received by 3:30pm IffiWORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:00AM - TOOPM SATURDAY 8:00AM - 6:00PM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY . NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANS ARE READILY AVAILABLE . IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION Owner's Name: BLUE DOT HOMES LLC Job Address: 82 NW 98TH ST Miami Shores, FL 33150 i Contractor(s) Phone HCD DEVELOPERS LLC (305)592-9898 Description: NEW WINDOWS AND INTERIOR REPAIRS f u -o' POST ON SITE 1131010330230 Owner's Phone: (954)980-0623 Total Square Feet: 1,500 rotal Job Valuation: $ 30,000.00 Address 5273 SW 157 LN, MIRAMAR, FL 33027 WARNING TO OWNER: YOUR FAILURE TO RECORD ICE FOR IMPROVEMENTS NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAY TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION- IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT n at /,0psy/b/u, a. oogM fON041- CgRO THROB Fs /S OiSF BU/6 ^S/B2r Op'I yy OF/ TOTgC Page 1 of 1 jm0 �O(n n�m (D ,mo rj�Z IZz� .0Z 1 O ff• 127 WINDOWSDOORS INSPECTION I IPATE INSP Attachment PUBLIC WORKS INSPECTION DATE INSP Excavation ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough f 13i Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAk COMMENTS Zt� 70= rnr O-O�D��nD��-c Qy � OICNNO TO�DT0D pUj ;I -I CmEDZ Z -ZZE Z �-- U D ODr m�O im� D m 0M 0, nT� cmraDT INSPECTION RECORD STRUCTURAL INSPECTION DATE 1 Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Rase Tin Cap In -Progress Roof Installation Roofing Final Shutters Attachment Final Shutters Rails and Guardrails ADA complian DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey _ Truss Certification STRUCTURAL COMMENTS PLUMBING INSPECTION DATE INS" Rough Water Service 2M Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS Im OONCQTt nsssa- DOMc l►OCK Mll R C- f1LOM cop"m pflort11TY Law cmnx iga� - 0000 DECKLc L Yp1UM[CWUkWNT lTK . CDvUUD AREA . CALCMA T D -- AV%4T LL- "MD WFALSAW A -A-. CNAN UNf IV$= (CF) /. - POt PLAT —..-+.- . WOOD rtHa /y�7 -p--O-- *cpsnisci i•7 to- - r.ncx pipki M.�YMtIIT A . ARC 06TAMct A � NOAAAAmy ►.CP.. POOINtNI CCMTNOL LllrO nl A. CENMAL ANal / ORTA POW M. NAL - r01"Aa0 L M. R - RAMA I • TANQMT Fu 0/4 - FOUNDpal aOL /.i - POW Or TANQYICY 117E i V, • FOUND am M 1I - ►(7MT Or CNIVA"Alt P" 1%I' OwAtU W AA►1T P.GC- pow or cw%m O CIA - c�rAalc+t CL*W •AL- SATIN yATtR Ca- CARX RAiil 0041 Or RAY CATY - CAKA UTILITY qt BOUNOA R Y SUR VE Y L- usutY DA30"T PRC• POYNI OF KMJt= OAK (llv.- ELEVA"ON L - AM14M tANWINT 04 CHOW) YG- NcTm L . DRANAM WE)"T ON PM- oQRD ItARIrO twL . TORMD P at. 040NO CHIb"T SAL. RLMm YARN Ra . AANfX F. tlly. - FIIBAD RR- KAM4 AVtllt" L Stet- SIXNALX DOR ►OA- PONT OF OOMRII1 IJANT EVA"M ►.QL• PONT CT KGIMei Li- NOT 10 KALI t "- IE1000LARY W004 ARAM L- RAT ROOK P0L- PONT Of ICQNWW - l- Ornak RIc01C 7 a&. DIORARY ID04 MARK XK La - FOUND RON Nam W W OW ► K FQu1D NAA. - PAAlW*-KALON MAL a 1- c01R3[TE IL= ,R,a. pfA4 ajkV YOII AIM MAPPER rftpc?UWIA/C • AN C0101`20W PAD ADO . RULDat T1t- 111AM!' NL-. O�UORAD u'ufl powl pas ORANAM L WA IDIAOM EA3009T QL- Ttln+loAA IA{l1TfS 10(r. LMT44 ILEvA" N.W. 1st AVENUE k 10974V CUT" INAT Rcr tm= Tome" � Tani_ L RtoulrwooT1 STATE OF nntOA SUM PL*WANT To YCTION 4' IIATVRIIYAUE ARE NO O'471LAM (AYI[MT! A/ OR NSMI IA AU M1S 0 "mom w L OCA 77ON MAP Nor ro SCAU N.W. lot AVENUE LOi 1A LOT 13 Z LOT M LOT 11 LOT t0 LOT IT LOT/0 W LOT L to 7 LOT I LOT 20 LOT I rtT2T LOT �m�� I•'1 LOT 22 11 LOT S PROPERTY ADDRESS 82 NW 98 ST , MIAMI SHORES, FL 331 Sd t EGAL DESCRIPTION tOT 11 AND THE EAST 112 OF IOT 12, BLOCK 129, OF NIIAM► SHORES SECTION 6, ACCORDING TO THE PLAT I"VRWT. AS REC09ME0 M PvAT BOOK 10, PAGE 39, OF THE PUBLIC RECORDS OF MIAMI-DADS COUNT". FIORIDA. SURVEYCIR'S NOTrS II0WWRSHlPSU9XCT TO0Pl%ION OI TTTIE 2) NOT VALID WITHOUT THE SWO"WRt AND RAISED SEAL OF A FLORIDA 11Ct PtSt 0 SUM YON AND MAPPE R. p na SURVEY DEP10Eto mpt IS NOf COVtRiO RY PROFESSIONAL UMILITY INSURAW-1 41 LEGAL OfSCRWTTON ►ROvtO(D BY CLANT S) UNO("0UMD INCRWCIIM(NTS NOT LOCATED 61 tUVAttONS ARE RAND ON NATKk1K GEODETIC VFRTXAl DATUM Of 1929 7) OWWASIRP OF F[NCES ARE UNtNOVM I) 114ERt MAY N ADDITIONAL RESTRKT1ONS NOT 940" ON THIS SUM IW►T MAY K FOUND THE ftMX F&CCADS Of 11RS COUNTY 9) CONTACT flu APPROIPWATI AUTHORITY PRIOR TO ANY Of SIGN WORX ►OR WA(DMNG AND 2000E6INFORMATION 10) I XA WtATION OF TW ARSTRACT OF MIT Wltl NAY" TOM MAD( TO OE TTRAAINE RECORDED MKTTIUMENTS. IFANY, AI f WING THIS PROPERLY. 111ELLVATIONS GW O OFF Of RMR N4034 U)CII 1250 SW tUV R 11' ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY O/NER THAN THE SIGNNG PARTY OR PARTIF S IS PROHIRI11D WITHOUT WRITTEN CONSENT Of THt SIGIMIC PARTY OR PARTt(S RFARINGS WHEN SHOWN ART REFERRED IP AAA ASSUMED VALUf OF SAID PR 10 PC. 39 soicE 1947 Y BLANCO SURVEYORS INC. IV rol >11DA Engnwm - Land 5UwRyars . Ptinnetl • LO S 0007059 M5 NORTH SHORE DRIVE ON T►[ RAT I AS DOM MIAEM REACH, Ft 331e1 (305) 6654200 EmaA Wancosurieyonikocoyahoo corn Fax: (305) 863-7810 FLOOD ZONE X SUFFEX L FEMA DATE 09111009 BASE WA PANEL 0302 COMMIUNELY a 1206S2 DATE I SCALE I OWN BY "NO 03/31/20 I' • ?a I R ORLO I M M NOT VALID UNLESS I LAEIUSSF O W Tfl SURYFYOR'S SEAL I rt� TSLO RN Engineering, Inspection & Const. 10100 W. Sample Road, Third Floor Goral Springs, FL 33065 772-924-3300 Rolando c RNEIC.com JOB TITLE New Windows and Doors F JOB NO. SHEET NO. CALCULATED BY RN _ DATE 3/21/1_9 CHECKED BY RN _ DATE 3/21/19 Wind Load Calculations FOR 82 NW 98th Street Miami Shores, FL 33150 APPF;J\' -D Gee* . . .... e e o e e e o . G *see Ge Ge o G . 00*0 ...... .... ..... GGeGee e . . . . ...... ...... sees Goes** . . Ge o G Goes A41/1-/`P I 1 Rolando Nigaglioni, ME, PE FL Lic.: PE60494 000 INIG q �''''% .•CEIYSF•��oy• No. 60494 s STATE OF •0R••,. G� �','''%,SS10NAL� The information below was calculated using the provisions of the 2017 Florida Building Code. Floor and Roof Live Loads Attics: 20 psf w/ storage, 10 psf w/o storage Habitable Attics, Bedroom: 30 psf All Other Rooms: 40 psf Garage: 40 psf Roofs: 20 psf Wind Design Data Ultimate Wind Speed: 178 mph Nominal Wind Speed: 138 mph Risk Category: II Wind Exposure: C Enclosure Classification: Enclosed End Zone Width: 4.001 Internal Pressure Coefficient: 0.18 +/- ' Roof Zone 1: +39.8 psf max., -63.1 psf rrrin!-: • • Roof Zone 2: +39.8 psf max., -104.6 psf min.' �' -rs c p p I E: �A Roof Zone 3: +39.8 psf max., -162.6 psf N;o o' Roof at Zone 2 Overhangs: -128.7 psf Mi:' •; r ... .. ,� ° Roof at Zone 3 Overhangs: -216.4 psf p�rp� • Wall Zone 4: +69.0 psf max., -74.8 psf rrrm. 0 v v Wall Zone S: +69.0 psf max., -92.3 psf rain..'. The Ultimate Wind Speed was used to determine the above Component and Cladding Design Pressures. All exterior glazed openings shall be protected from wind-borne debris as per Section 1609.1.2 of the code. The site of this building is not subject to special topographic wind effects as per Section 1609.1.1.1 of the code. Geotechnical Information Design Soil Load -Beating Capacity: 2,000 psf Flood Design Data Flood Zone: X This table was created using Windload Calculator Plus (Software available at www.windcales.com) .... ...... . . 00*000 • •...•• . . Ultimate Wind Speed: 178 mph Wind Exposure: C Opening Opening Distance from No. Description Width (in ft.) Height (in ft.) Corner (in ft.) Design Pressure Requirements 1 Window 2 3.7 ft. 4.7 ft. 2.7 ft. +66.7 psf, -85.5 psf 2 Window 2 3.7 ft. 4.7 ft. 12.9 ft. +66.7 psf, -72.6 psf 3 Window 3 3.1 ft. 3.5 ft. 15.3 ft. +68.8 psf, -74.6 psf 4 Window 4 6.3 ft. 4.3 ft. 5.0 ft. +64.9 psf, -75.4 psf 5 1 Window 5 6.3 ft. 5.3 ft. 3.3 ft. +64.1 psf, -77.6 psf 6 Window 6 2.0 ft. 4.7 ft. 1.3 ft. +69.0 psf, -92.3 psf 7 Window 7 2.0 ft. 3.3 ft. 9.0 ft. +69.0 pst -74.4Sf . • 8 Door A 12.8 ft. 7.6 ft. 20.0 ft. +58.9 psf,; -64.7• pSf • • 9 Door B 2.7 ft. 6.7 ft. 5.0 ft. +66•j' ,.' -74.3 pst 10 Door C 3.5 ft. 7.0 ft. 17.0 ft. +65 3 psf, -71.1 psf: e . sees.. sees.. .. . . se The Ultimate Wind Speed was used to determine the above Component and Cladding Design Pressures. All exterior glazed openings shall be protected from wind-borne debris as per Section 1609.1.2 of the code. The site of this building is not subject to special topographic wind effects as per Section 1609.1.1.1 of the code. sees.. sees.* eeeeee feces sees. sees.. eeeeee sees.. Project Description 416, ROLANDO NIGAGLIONI, P.E. LIC. # 60494;' , ' ;Dy Civil/Structural Engineer = * ' 4 10 Su Email: Rnigaglioni33@belisouth.net �'i� ; •., oRln MAL Project No By A. Santamarina Date . Checked By R. N gaglioni Page of ww '0609MMI. MEN MEN rOM0%I� Room �ME ■ i ROLANDO NIGAGLIONI, P.E. LIC. # 60494 Civil/Structural Engineer Email: Rnigaglioni330bellsouth.net Project Project No. Description �N\ ,^00 NI^^--Aij- .0 Nc Q4 4 m ' r .a :Q— By A. Santamarina Date Checked By R. Nigaglioni Page of - -• .J•. • — !I Q X �• ofe a _ _ .- . -_ J � &1 z,2- x 6 24 •- Z4� h . 1 IL - _ _._w_ 3� d t rrej CJh& J4" \�\\1111 1111/// 4 NI ROLANDO NIGA6LIONI, P.E. LIC. # 60494 Civil/Structural Engineer • p, FIE Email: Rnigaglioni330bellsouth.net %�®�'• OF �•� Project Project No. B A. Santamarina Date // 1 1 Y � ////11f111f Description Checked By R. Nigaglioni Page of 04 I _ _ - ..•�• _- -- . •_•_• • _1__ ' •f •• •• {•— _4 j__--_�'.._apt 1 f j r � _!-_-— _ . I � I-_-_.s.._.- ..._ p it ....._..,s.—.. __ 1 'l—_�1��._ _•1._.- f -I - TIV , i J � fi i f J 132 0 MM ust .51re � Project Description ROLANDO NIGAGLIONI, P.E. LIC. # 60494 Civil/Structural Engineer Email: Rnigaglioni330bellsouth.net Project No. By A. Santamarina 00 I NIII Cl r.2 RID AL Date Date Checked By R. Nigaglioni Page of fir 0 - �- _t-- - ,_-- _r I t 4____,_— i + y. •iso -I �� rat-b ^—�- - —�^. -!, . + - �„ ! + - r • 1- • • t • • I - t QK�1 -+—}—. - — — 1A AJ -4— T1,164 7-4 4' 1& 3Fr L rp5A� � ' i r I• I a P 04 I ' f t t t _xTI-Ia vl `I 6se h V \ 3 . Q o ` 1� 3 j Ale., vac IVvTA-!6 s- so -S 7—oO6 �a cTOM M i � 11 r,� I /Goo`11n�� U)34 i Foo rK� 21 i /flu v i e. Al k /6 -W. $ be J o I sI I alp -�i�' I� o Gravtf lee i .w�• ti -ate .---ice ♦M - - -•r ..w i. .ate r� jmcS¢— _ 7t so goo • . . . . • . . //mow • t .01 > ... I I0 :.. • . 2 _ u' 1- 43,10 7s-k�*% E? t 4 #t C5) App eu.. _ MIAMI-DADE p% MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33I75-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade_-g2VeMmW Nu-Vue Industries, Inc. 1055 East 29 Street Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-T?3'Cpunty P*ig 'ajct Control,: Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade.Cvunty) f ofvd the rim. to have this product or material tested for quality assurance purposes. If this .prelxet or material fails to perform in the accepted manner, the manufacturer will incur the expense of sucih tesgng and•*e- XHJ may immediately revoke, modify, or suspend the use of such product or material witlrihetheir jurisdiction. REge % reserves the right to revoke this acceptance, if it is determined by Miami-Dd= Mrity Efdd#fct Confrbi " Section that this product or material fails to meet the requirements of the applicable building coae� * "' 6 This product is approved as described herein, and has been designed to comply wlt� tWe;Flori4 Budding ... Code, including the High Velocity Hurricane Zone. ; ... • • 0 DESCRIPTION: Series NVTA, NVTAS, NVBH, NVUH, NVRT and NVTH steel Wood Cgnagctors: APPROVAL DOCUMENT: Drawing No. NU-2, titled "NVTA and NVTAS, NVBH 24 and WN 26, NVRT and NVTH", sheets 1 through 4 of 4, dated 07/17/2017, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change .in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by. the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0507.01 and consists of this page 1 and evidence pages El and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 17-0802.09 Expiration Date: July 30, 2020 Approval Date: November 2, 2017 *105t /7017 Page 1 Nu-Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS 1. Drawing No. NU-2, titled "NVTA and NVTAS, NVBH 24 and NVUH 26, NVRT and NVTH", sheets 1 through 4 of 4, dated 04/15/2015, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TEST "Submitted under NOA No. 05-0701.04" 0000 Test reports on wood connectors per ASTM D1161 by Product Testing,.lnc., signed.' and sealed by C. R. Caudel, P.E. and S. E. Black, P.E. 0.. • ' 0*0 Report No. Wood Connector Direction • • • ; • • • • Date 1. PT 02-4073 NVTA Upward • • • • • • 11/06/02 2. PT 02-4075 NVTA Upward . "". .' i Ifa7/02 3. PT 02-4074 NVTA Upward ' •' • ' 11706/02 4. PT 02-3938 NVTA Upward „:„: • :01%6/02 5. PT 03-4177 NVRT36 Upward ...... 02/03/03 6. PT 03-4202 NVRT36-T Upward 02419/03 7. PT 03-4271 NVRT36-T Upward ; •Wt/03 8. PT 03-4270 NVRT24-T Upward • • ; 93)%7/03 9. PT 02-4095 NVUH26 Up & Downward •0t117/03 10. PT 02-4096 NVBH24 Up &Downward 12/03/02 11. 31-22456.0002 NVTA & NVTAS Lateral 07/06/02 12. PT 04-4698 NVTH24 Upward Parallel/Perpendicular 04/15/04 13. PT 04-5036 NVTH24 Upward Load 12/10/04 C. CALCULATIONS "Submitted under NOA No. 04-1202.01 " Report of Design Capacities prepared by Vipin N. Tolat, P.E. Product Model No. of Pages Date Signature 1. NVBM24 7 through 8 05/05/03 V. N. Tolat, P.E 2. NVRT 9 through 14 05/05/03 V. N. Tolat, P.E. 3. NVTA & NVTAS 1 through 6 05/05/03 V. N. Tolat, P.E. 4. NVTA & NVTAS 1 through 14 02/06/03 V. N. Tolat, P.E. 5. NVRT 15 through 15 07/07/03 V. N. Tolat, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. E-1 1aA�1�a`7 Carlos M. Utrers, P.E. Product Control Examiner NOA No: 17-0802.09 Expiration Date: July 30, 2020 Approval Date: November 2, 2017 Nu-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of code conformance to 2010 and 5t' (2014) edition of the FBC, issued by Vipin N. Tolat, P.E., dated 04/29/2015, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA No. 04-1202.01 " 2. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on 03/26/2003 signed and sealed by Vipin N. ToIat, P.E. • • • • . . .... ...... 2. NEW EVIDENCE SUBMITTED ...:.. .... .... . . A. DRAWINGS •••• •••• ••••• 1. Drawing No. NU-2, titled "NVTA and NVTAS, NVBH 24 O&HUH 2J,,YYRT a::. NVTH", sheets 1 through 4 of 4, dated 07/17/2017, prepared by NY-Vue Industries, .' Inc., signed and sealed by Vipin N. Tolat, P.E. 0 0• • • • ...... B. TEST • •••• 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIfi ICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5th Edition (2014) and 6' Edition (2017) FBC and of no financial interest, issued by Vipin N. Tolat, P.E., dated 07/25/2017, signed and sealed by Vipin N. Tolat, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No: 17-0802.09 Expiration Date: July 30, 2020 Approval Date: November 2, 2017 E-2 TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H Length (in) Product Code Gouge seat Gauge strap 16 NVTA-16 NVTAS 212 20 14 18 NVTA-18 NVTAS 214 20 14 20 NVTA-20 NVTAS 216 20 14 22 NVTA-22 NVTAS 218 20 14 24 NVTA-24 NVTAS 220 20 14 26 NVTA-26 NVTAS 222 20 14 28 NVTA-28 NVTAS 224 20 14 30 NVTA-30 NvrAS 226 20 14 36 NVTA-36 NVTAS 232 20 14 48 NVTA-48 NVTAS 244 20 14 General Notes: No. of Fasteners each strap 10d Maximum Allowable Load Ibs Uplift Single Strop Uplift Double Strops L1 Single & Double Straps L2 Single & Double Straps 5 757 1514 250 500 5 805 1610 250 Soo 7 B54 1708 250 500 8 902 `1804 250 500 9 951 •1902 250 500 10 999 •1998 250 500 11 1048 •2D96 250 Soo 12 1096 42192 250 500 13 1145 •229U 250 500 14 1193 •2290 250 500 'Note: For 8 or more nails per strop, use double truss for double straps. 1. Steel shall conform to ASTM A653, SS grade 33. min. yield 33 ksi, min. tensile strength 45 ksi and min, golwnized coating of G 60 per ASTM A653. 2 Allowable loads and fasteners are based on NDS 2015/2012. 3. Design loads ore for S. Pine, specific gravity 0.55. Design loads for other specks shall be adjusted per NDS 2015/2012. 4. Allowable uplift loads have been adjusted for load duration factor CD of 1.6. Allowable gravity loads have been adjusted for CD values of 1.0, per NDS 2015/2012. Design loads do not Include 33% Increase for steel and concrete. 5. Concrete in Tie beams shall be min. of 2500 psi. Concrete Masonry, Grout and mortar in concrete masonry shall be min, of 1500 psi. Concrete masonry shall comply with ASTM C90. 6. Combined load of Uplift, LL_I and L2 shaall3lll satisfy the following equation. Aswhable uplaift + Allor�le Cl + 3& w le. <-1.0 7. Allowable loads are based on 1V thick wood members unless otherwise noted. B. All designs Conform to FBC 2017 and 2014, PRODUCT REVISED ltu� •s m -Kh the t7orld• ng NOA-N•. 974802.09 expYatioe Dolle 07=12020 By r� H MIN 4' EMB. NVTAS 1� TABLE 2 Truss Anchors NVTA and Rivefed Truce Anrhnre with Con+ NVTAC H Length g Product Code Gouge seat Gauge strap 16 NVTA-16 NVTAS 212 20 14 18 NVTA-18 NVTAS 214 20 14 20 NVTA-20 NVTAS 216 20 14 22 NVTA-22 NVTAS 218 20 14 24 NV-FA-24 WAS 220 20 14 26 NVTA-26 WAS 222 20 14 28 NVTA-28 NVTAS 224 20 14 30 NVTA-30 NVTAS 226 20 14 36 NVTA-36 NVTAS 232 20 14 48 NVTA-48 NVTAS 244 20 14 Parallel L1 to wall VLPLN N. TOLAT, PE (CTVLL.) FL REG. N 12847 15123 LANTERN CIMM LANE • • • •• • • • Perpendicular to wall • • • • • • • • • 000 • • • • • • • • • • • • % •• • • • •• •• ••• 0 0 0 000 0 0 No. of Fasteners each strap 10d x 1.5" Maximum Allowable Load Ibs Uplift Single Strap Uplift Double Straps Lt Single & Double Straps L2 Single & Double Straps 5 1032 2236 250 500 6 1127 2254 385 565 7 1138 2272 520 630 8 1144 •22BB 520 630 9 1153 •2306 520 630 10 1161 •2322 520 630 11 1170 -2340 520 630 12 1178 •2356 520 630 13 1 1187 •2374 520 630 -Nate: For 8 or more nals per strap, use double truss for double straps. O 14 :ements Required O 2}' O 24" -concrete Tle Seem or Tie Beam formed with concrete flied o masonry Holes Dia. NVTA, NVTAS TABLE 3 NVBH 24 BUTTERFLY HANGER FASTENER ALLOWABLE F caw SCHEDULE LOADS (lbs.) H N (J 4 Nm DOWNWARD x GRAVTY LOADS 2x4 NVBH24 18 12 6 1113 Notes: 1. Use all specified fasteners in schedule to achieve values indicated. 2. Values are based on 1}' header and Joist thickness 3. See Generol Notes, Sheet 1. SYMM.O Mid Span TABLE 4 NVUH 26 JOIST HANGER r FASTENER ALLOWABLE LOADS (Ibs.) o j SCHEDULE N gU V g� x DOWNWARD WIND UPLIFT `w p GRAVITY LOADS LOAD x 8 2-6 NVUH26 14 20 10 2233 1213 Notes: 1. Use all specified fasteners in schedule to achieve values indicated. 2 Values are based on 3' header thickness and 11' Joist thickness. 3. See General Notes, Sheet 1. it • • PRODUCT REVISED • ■•y -" the Fbrida 6tllm• NOMIo. 17-0802.00• • • • Em4cation 4oso 07/80/ • • • • • • lstu• proam" 155iiw• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • 000 0 0 • 000 0 0 SYMM.® Mid Span I DOWNWARD LOAD TABLE 5 NVRT Flat and Twisted Rafter Ties Length (in) Product Code Gouge 12 NVRT-12 14 16 NVRT-16 14 18 NVRT-18 14 20 NVRT-20 14 22 NVRT-22 14 24 NVRT-24 14 30 NVRT-30 14 36 NVRT-36 14 48 NVRT-48 14 16d Fasteners Maximum Uplift Load (lbs) TOTAL me gae1h... Flat Ties Twisted Ties e 4 725 724 10 5 961 860 12 6 998 996 14 7 1135 1132 Notes 1. Specify 'r for Flat and -T" for Twisted when ordering. 2. Fostener values ore based on a minimum 1J' thick wood members. 3. • Indicates no, of nails in each connected wood member. 4. See General Notes. sheet 1. e e e e e 1 LENGTH HALF HALF Connected Connected to truss to wall e LENGTH TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Mosonry Length (in) Product Code Gauge 12 NVRT-12 14 16 NWT-16 14 18 NVRT-18 14 20 NVRT-20 14 22 NVRT-22 14 24 NVRT-24 14 30 NVRT-30 14 36 NVRT-36 14 L48 NVRT-48 14 Notes: No. of 16d nails to Wood Framing No. of J" diameter Tapcons to Concrete Maximum Uplift Load (ibs) 4 6 722 5 7 856 6 8 991 7 9 1125 PRODUCT REVISED ouYda• calnOmp 7M th• Fkwlda t10A-Ho.17-0802,09 aqa mee• = 07/3012020 ey 10Conga- 1 •• O 1 •. 1" o O 1- 0 NVRT Anchor Holes dio. a* 1. ITW topcone shall be embedded a minimum of Ii" Into concrete tiebeam or tiebeam formed with concrete filled masonry. ITW topcons shall Do not hove a min. edge distance of 2� and minimum spacing of 1!- as shown. Use circled holes 2 See General Notes. sheet 1. t6d UPLIFT 3. All topcons must be In the same row spaced at 1J4' on centers. Do not use holes in the opposite w- Strop Strap must be long enough to accommodate required topcons. 0 0 J"Tapcons 0 o O Wto ,r°" " •„ OIAT. PE (CMW Seeo 12817 Note /3 a•• ••• rfMW CWM UW r7. ••• ••• •• .. • .• . . .. �l1—VI 1P. -- -- 2� Alin. ed9sedisWeas Reinforcement reed • • • •, Tie Beam formed with 0 concrete filled mosonary or concrete tie beam ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1X alai a=-. t' H MIN. 4' EM& NVTH t. Truss plate required to transfer load to',, bottom chord Double Strop Double Truss For General Notes. see sheet 1 Truss plate required to transfer load to bottom chord ements 3d Single Strap Single Truss Concrete Tie Beam or Tie Beam formed with concrete filled masonry Reinforcements Required Front & Back off centered 5 Nails in Front (Alin.) • • • • • Concrete Tie Beam Nails tOd x 1"5' • or Tie Beam formed • • with concrete filled • masonry • e • • PRODUCT REVISED a .alfr6g Mth the florid• I.OA-No• • • •xplr•eo• Date 07 ao h • • • Ni • TABLE 7 Truss Anchors NVTH n th 19 Product Gouge Gauge o. Fasteners Maximum Uplift Loads (lbs) (in) Code seat strap P a in each Strop Single Strop 9 P Double Stra P� 10d x 1.5" on on 12 NVTH-16 18 14 Single Truss Double Truss 5 1032 2064 14 NVTH-18 18 14 6 1222 2444 16 NVTH-20 18 14 7 1275 2550 18 NVTH-22 18 14 8 1329 2658 9 1383 2766 20 NVTH-24 18 14 10 1437 2874 22 NVTH-26 18 14 11 1490 2980 24 NVTH-28 18 14 12 1544 3088 13 1598 3196 26 NVTH-30 18 14 32 NVTH-36 18 14 �6 � 44 NVTH-48 18 14 8. I�II�jl 0 Ir 27£' o tx' 0 VIPIN N. T01AT, PE (CIM) Holes Dio. FL REG. g 12847 0 51C9 gANTERN ARELPX LAM 0%T2N,:TX.*77Q6&. : NVTH ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • i F/-`o��od� ESR-3050 I Most Widely Accepted and Trusted Page 8 of 14 TABLE 4—ALLOWABLE STRESS DESIGN (ASD) LOADS FOR PBS COLUMN BASES - 2500 psi CONCRETE''2,3'4'e,e,r,e,• Wind and SDC A & B - Allowable Loads (lbs.) Nominal Material Thickness 6Dimansions 1 Fasteners Uncracked Cracked Model. Post Download10 No. Size jaGa) StropSo W L H ' HB Nalls Machine Uplift CD■1.0 �� IteUplift PBS44A 4x4 12 14 3°/1e 3% 6'/4 37/16 14- 16d T Dia./2" 1,235 865 ~~ Y 10,975 PBS46 4x6 12, 14 . 3e/,s ells 6e/te ' 3% 14416d T D1a./z" 1,235 i 885 14,420 r PBS66 6x6 12 12 51/2 53/a 6'/z 311/1e 14- 16d T pia /z" 2,165 2,165 14,420 SDC C-F - Allowable Loads (lbs.) Nominal Material Dimensions Fasteners Uncracked Cracked Download10 Model No. Poet CDa1.0 Base Strap W. L H HS Nails Machine ' Uplift Uplift { Size (Ge) (Ga) Bolts ." PBS44A 4x4 12 14 39/1e 3'/2 61/4 37/,s 14- 16d Twa /z" Dia. 1080 75,§ • • • 10,975 PBS46 4x6 12 14 39/1e 5°/1e 69/1s 3'!e .. 14- 16d wo- T Die./2 1d80. • 755.. • 14,420 ' PBS66 6x6 12 12 ,. 5 /2 3 5 /e , 6 /2 „ 3 /1e 14- 16d Two- /2".••.• 2,11j5• • •• 2,165 • ••• 14,420 Di a. • • • • For SI: 1 in = 25.4 mm, 1 lbs = 4.45 N. 1 psi = 6.895 kPa. 460680 • • • • • • i 'See Figure 4 for dimension variables and installation requirements. • • • • 0000 00000 2Multiply Seismic and Wind ASD load values by 1.43 or 1.67 respectively to obtain LRFD capacities. • • • • • s • • • • 00060 • 31n accordance with IBC Section 1613.1, detached one- and two-family dwellings in Seismic Design Category (SDC) C may wes "IIWn'd and S&A B: allowable, • • • • loads. • 4Mlnimum side cover required Is 2". See Figure 4 and Section 5.9 of this report • • • : •' • • • 5Post bases do not provide adequate resistance to prevent members from rotating about the base, therefore, alternative means to provide laters6alsiZve must 9: e • • • • • • s • provided. • • • • . • • • • eDownload shall be reduced where limited by the design capacity of the column. Minimum foundation dimensions are for ancheM9ge only. Foumdatldnsdesign (site • and reinforcement) by others. See Section 5.9 and ,`L1 Q of this report. • • i • • , 'NAILS: 16d = 16d Common = 0.162" dia. X 3'/2" long. eSee Section 3.2.2 for wood post requirements. °Allowable load values for column bases for which both nat and bolt fasteners are shown are for one fastener type or the other, nails and bolts shall not be used in combination in any single installation. 101-oads may not be Increased for short-term loading. rfUUKr- 4 n 44 VEg 1 ' i TM Originally Issued: 08/31/2008 Revised: 09/01/2017 Valid Through: 08/31/2018 TABLE 3: ALLOWABLE LOADS FOR THE FC FRAMING CLIPS • ., MODEL NO. CONNECTOR WIDTH (W} (In) FASTENERS -� (Quantity -Type) ALLOWABLE DOWNLOAD, Ftl-2' ' (Iba)� =1.0 Co=1.15 Co=1.25 FC4 39/,e 8-16d 865 870 870 FC6 7 " 51/2 t 10-16d 1 1,005, 1,140 1,160 - 01; 1 II1Gn = L0.9 mm, 1 105 = 4.40 N. 1. Tabulated allowable loads shall be selected based on duration of load as permitted by the applicable NDS edition. 2. Minimum thickness of the supporting member (post) shall be 21/2 inches to achieve the tabulated load value (similar to Figure 6 of this report). • �T r • O �.� 0. 1Y4 • •• •••• FC Connector Dimensions Typical FC Connector Installatiq�„• Figure 3- FC Framing Clips TABLE 4: ALLOWABLE LOADS FOR GA GUSSET ANGLES MODEL NO. ANGLE LENGTH (L) ' inches � (inches) -FASTENERS (Quantity-TYPe) ALLOWABLE LOADS' (lbs) _' F1 where Co F2 "im Cu E,3. 1.0 1.15 � 1,25 � 1,6? 1.0 1.15 4,25 1.6 2 GA1 23/4 4-10d x 1 '/2 235 270 290 350 235 270 290 365 GA2 31/4,,' i1 • - 600d x 1 '/a 356 405, 415 560 :. 355 405 .' 430 . 550 --w l Incn = Z0.4 mm, 7 ws = 4.4o N. 1. Tabulated allowable loads shall be selected based on duration of load as permitted by the applicable NDS edition. 2. Allowable loads have been Increased using the tabulated value of Co for wind or earthquake loading. No further increase is allowed. 3. Connectors are required on both sides to achieve F2 loads in both directions. T YP m 4 0 1 1 ' of GA1 Typical GA Installation Figure 4 — GA Gusset Angles Page 7 of 18 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 rederal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: NYCE C. DANIEL A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 82 NW 98 ST. City State ZIP Code MIAMI SHORES Florida 33150 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 11 & EAST 1/2 OF LOT 12, BLK 129, PB 10, PG 39 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N25°51'53.26" Long. W80°11'56.94" Horizontal Datum: ❑ NAD 1927 • •[x �AD 19$;• • • A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance A • • o ; • •' ' . ...... .... ..... AT Building Diagram Number 8 000000 A8. For a building with a crawlspace or enclosure(s): 0 0• .... ..... .... a) Square footage of crawlspace or enclosure(s) 1224.00 sq ft ...... • • • • • • • • �• • b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent�rade 9• • • •' . ... . ' c) Total net area of flood openings in A8.b 792.00 sq in 0 :...:. 00000 d) Engineered flood openings? [I Yes � No • • ' • . . 0000 A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ❑x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevatios) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086CO302 L 09-11-2009 09-11-2009 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: Bl 1. Indicate elevation datum used for BFE in Item B9: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 82 NW 98 ST. City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33150 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: N-603-R Vertical Datum: NGVD 1929 Indicate elevation datum useti for the elevations in items a) through h) below. ❑X NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.65 ❑x feet .;J meters b) Top of the next higher floor 14.15 © feet ' D meters • • • • • c) Bottom of the lowest horizontal structural member (V Zones only) N/A" feet. . meters • ..... ...xL. . d) Attached garage (top of slab) N/Q• • IL feet Q meters . e) Lowest elevation of machinery or equipment servicing the building 11.7� • • � feet 0 �' meters ";" (Describe type of equipment and location in Comments) 11.70,:U'feet . •�;r fitters ..... f) Lowest adjacent (finished) grade next to building (LAG) . g) Highest adjacent (finished) grade next to building (HAG) 11.81 • • ®feet ❑'meters ...... h) Lowest adjacent grade at lowest elevation of deck or stairs, Including ;...., N/A ❑.rpeters , structural support . .g�eet • • SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION .... This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Z Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number ADIS N. NUNEZ 5924 #5924 12/21/18 Title REGISTERED LAND SURVEYOR Company Name BLANCO SURVEYORS INC Address 555 . S ORE DR City State ZIP Code MIT BE CH Florida 33141 Sign to Date Telephone Ext. 12-21-2018 (305) 865-1200 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) LATITUDE AND LONGITUDE 013TAINED USING A GARMIN DEVICE. C2(E) A/C ELEVATION CROWN OF THE ROAD ELEVATION ON CENTERLINE: ON CENTER OF ROAD: 11.85' BM# N-603-R LOC# 3250 SW ELEV. 8.11' FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 82 NW 98 ST. City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33150 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in • •. • the diagrams) of the building is ❑ feet ❑ meters above or ff] bcloW the NAG* • E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or below the 4A.Q .. ...... .. E4. Top of platform of machinery and/or equipment • • • • • • :.... servicing the building is ❑ feet ❑ meters [ above or [�MeW the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the cgrprr1pnity's ..:.. floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certifyU ''nformattoAili eection.Q... SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTI�CA?IQN • • • • • The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A jwthhout a F&A-issued or; • • • community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to fife b5st of r$y khoewledge. • • • • Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 82 NW 98 ST. City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33150 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. .... G4. Permit Number G5. Date Permit Issued G6. Date Certifocate of 0000 00 r Issued • • Compli.10e0ccupans ...... ..:. ..... G7. This permit has been issued for: ❑ New Construction ❑ Substantial improvement • • • • • • • • ":" ...... .. . ..... • G8. Elevation of as -built lowest floor (including basement) . • • • • • • • • • "": feet ❑ meters Datum of the building: • . G9. BFE or (in Zone AO) depth of flooding at the building site: ❑feet ❑ rpeterg Datum ; • , • • • . . . . • G10. Community's design flood elevation: ❑ feet ❑ meters Datunt"' Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 'ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 82 NW 98 ST. City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33150 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. -'; .... ...... • • • • • • • • • • • • • • • • • • • • • **goal Photo One Photo One Caption Clear Photo One y r. Photo Two Photo Two Caption Clear Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 'ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 82 NW 98 ST. City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33150 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View.' When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. • + • • ! • 9 set, *60 • • • • 6*8*64 •••••• • • • • ••••• • Photo Three Photo Three Caption Clear Photo Three �i F ; f 4-a' •v '+ ,r, 4r2, Photo Four Photo Four Caption Clear Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. vorm rage o or 0 BCIS Home Log In User Registration Hot Topics ( Submit Surcharge I Stats & Facts Publications I Contact Us I BCIS Site Map Links I Search a ��U ER: Put Approval db USER: Public User p Product Approval Menu > Product or Application Search > Application List > Application Detail aN'^ DRAWINGS nolando Nigaglionl, P.E. .., FL # FL20359-R2 Consulting Engineer Application Type Revision Approved Code Version 2017 Application Status ApprovedNoted F�-,ejected . ` 1� By: -I�0�' Date: ✓ Comments Archived Approval Is only for conformance with our design loads and criteria. Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St • • • • Medley, FL33166 �•• •••••• ��•••• (305) 470-8284 • a 0 • ulises@mrglasswindows.com • • • • • Authorized Signature Ulises Senaris . • • **a**: • • ulises@mrglasswindows.com • • • •••• • •••• ••a• ••••• Technical Representative • • • • • Address/Phone/Email • • • • • • • • • •••••• Quality Assurance Representative • • • • • • • • Address/Phone/Email • • • • ; • • • • • • Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the ]avad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL20359 R2 COI SS -Series MG-300 Alum Horizontal Sliding Window(LMI- SMI)-CI 2017.pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Prnelurte Method 1 Option D 01/15/2018 01/16/2018 01/21/2018 04/10/2018 FL # Model, Number or Name Description 20359.1 Series MG-300 Aluminum Horizontal Large missile impact resistant aluminum horizontal sliding Sliding Window window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20359 R2 II SS -Series MG-300 Alum Horizontal Sliding, Window (LMI)-2017 DWG W16-26.pd Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +90/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-26 for span vs. load Evaluation Reports combination and installation details. FL20359 R2 AE SS -Series MG-300 Alum Horizontal Sliding Window (LMI) -PAE 2017.of Created by Independent Third Party: Yes 20359.2 Series MG-300 Aluminum Horizontal Small missile Impact resistantalumlqum horizontal sliding Sliding Window window. • • • • • ' Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions • FL2rieEM • • I H rii•A•I Sliding. Window(SMI)-2 17 DWG W1 - Q�f' • • Impact Resistant: Yes Design Pressure: +90/-140 Other: See attached drawing W16-28 for span vs. load combination and installation details. Verified By: Javad Ahmad PE #*X*02 • • • • ;' Created by Independent Thira J?W" Yes • • •••• •• Evaluation Reports FL20359 R2 AE SS -Series Af-26dQlum H%iid I! tiding •• df Window(SMI) -PAE 2017.p• • • • �• .. Created by Independent Thirtl Far4W.Yes • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. I;op y. I ht 2007-2013 State of Florida.:: Privacy 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 mall. 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: ®C9® M Credit Card Safe AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name: SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW Maximum Width: 111" (XOX) 74" (XO) Maximum Frame Height: 63" Maximum Load: +90 PSF, -140 PSF (Small Missile Impact) Installation Drawings # W16-28 FL 20359 Date: 01/08/2018 This product complies with the High Velocity Hurricane Zone (HVHZ) testing regOr e";nts. I The above maximum parameters do not occur simultaneously. • • ' ' • See installation drawings for combination of span vs loads. ; • •; •; • Comparative analysis used X Yes No • • • • • • Mandatory Tests (Tested in accordance with AAMA 301/I S 2/NAFS/TAS 2O2) • • • TESTS DESCRIPTION "y TEST LOCATION r TEST REPORT:; =LATEST ;,Test•' • • DATE ; ; REPORT #Sea 'led by ASTM E283 Air Infiltration Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Leakage Laboratory, Inc. ASTM E331 Water Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. OR ASTM 547 & TAS 202 Penetration Laboratory, Inc. ASTM E330 Uniform Static Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST, Test DATE REPORT # Sealed by FBC 1626.3 Small Missile Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory, Inc. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: ,P""""•'. D A�MgO •)PJ '•. e�EKSN:' No 705922 Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 aled: 1/12/2018 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT January 12, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. • • • • • • • •: • Series MG-300 Aluminum Horizontal Sliding Window (L.M.I. and S.M.l j •"" Certificate of Independence • Dear Sirs, ' As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the p;oduct referenced above, I do hereby declare that I do not have and will not have any finandal Aerestin any company manufacturing or distributing the above referenced product, nor do I have or wi Oiie any financial interest with any other entity involved in the approval process of the product. Sincerely, `,,•• No 7059 ,— O'. ST 7 OF .44,: T P Sealed: 1/12/2018 Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcenp.com I alfarooq@afceng.com 74' (4) ANCHORS 6' MAY AT MTC. STILE ENDS AR/HERS A ___�AT 4' O.C. FALSE "'IS 4 (SURFACE APPLIED) I i- 1 1 `I \_ , �MAY BE USED 37 3/18' SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (67H EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS _ TO THE BUILDING STRUCTURE. _ ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE to ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFER' OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL MANUFACTURER'S LABEL SHALL. BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE LABELING TO COMPLY WITH SECTION 1709.9.2. 32 3/B' BSI 3 /4" WINDOW WIDTH (4) ANCHORS 6' MAX. HEAD/SILL AT MTG. STILE ENDS A / AT 4' O.C. CORNERS _ 4 ------ FALSI ((SUR ° ii III JE'\ 5 S / 5 ii II IT m b n 2 n t; II II ___JLII �L___ r--- ! n 0 II II II II II II II II II 'L____R___- -----II B iF - -Tr 4 32 3/B' 48 1/8IL ' D.L. OPG. D. L OPG. o 37 3/18' TYPICAL ELEVATIONS TESTED UNITS THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE SHUTTERS NOT•REOD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. .. ... • • • . • •• • • •• • • • • • A6CO 0 It RESPONSIBLE FOR THE SELECTION. PURCHASE AND • • • • III THY PRODUCT BASED ON THIS PRODUCT EVALUATION • • • • • • • IN;9DE9 HEftHE DOA NOT DEVIATE FROM THE CONDITIONS DETAILED QT THIS•DOC•MCN•. • B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROTECTS SHALL BE PREPARED BY A FLORIDA REGISTERED • • • • • • ENfR ZE OR ARCHITECT WNICH WILL BECOME THE ENGINEER OF RECORD (E.O.R) • • • • �R THPRAJECT AND NNO HILL BE RESPONSIBLE FOR THE PROPER • • • • L't OF THE•P.ED. E•GINWR OF RECORD, ACTING AS A DELEGATED • • • ENAIEER 10" •E.DENG•EER SHALL SUBMIT TO THIS FATTER THE SITE • • • • • • SP.CIFI%DR.1NO• I.: REVEW. 4,• • • • • • IfLe P.E.D. SEMLLIBEAWTHEMIMTE AND ORIGINAL SEA. AND SIGNATURE OF • • ME FROFESSIONAL•ENGINEW OF RECORD THAT PREPARED 1T, MUNIINS O n q ACE APPLIED) IE ; v D i g D g.1IF, I za' d FL #20359 ng- ```ALMATI III II /IIIIIo ........... •` �pv �N�''� 1A1 •71M Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W16-28 WINDOW WIOTH 8' MAX. (4) NKNORS H AT WrG. STILE ENDS A AT 4' O.C. FALSE CORNERSEAD/SILL _ _ (SURF/ MAY BI I 1 tE Ej Z � II II u I 11 I1 II II 4 32 3/8' 32 3/8' 32 3/8' D.L OPG. D.L. OPG. D.L. OPG. 10 ,37^3/16' 37 3/16' 177 R /R' WUNTINS :E APPLIED) USED nNs IPPUED) ED �v i N 1 1/8' TEMP. GLASS ,L 3 1/4' AIR SPACE Q gy 3/16' HEAT STREN-D. GLASS 3/16' HEAT STREN'D. GLASS Z F 060' Inlarlayer 080' Interlayer Troeilol PVB Troeild PVB V ¢fie ... C <j By 'Kuraroy America, Inc.' By 'Kmroy America, Inc.' Iy It ° 3/16' HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS Q n va SIL CONE SILICONE DODO 795 M DOW 795 2 I I I .� 22 II !I LL Iz N II I. jl II C SZ�ea7 d a W p f F O 0 0 29 AT 1/4 POINTS ON UTES AT 1/4 POINTS _ WIDER THAN 36" ONLY 29 ALL SIZES 3 GLASS TYPE 'A' GLASS TYPE 'Al' 7/16' OVERALL LAM. GLASS 7/8' OVERALL INSUL LAM. MUSS i Z 'n 3 R -V GLAZING OPTIONS & L 81 1/4" AIR SPACE CONSISTING OF, ~ 'DURASEAL' EDGE SEAL SYSTEM 3 BY 'OUANEX' rYi Cho J"..II No.701W d b • v` drowing no, '�i/ Ste'••... RIDE. •' \��` W16-28 FL #20359 /'�.S�Al1l��` sheet 2 of g Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES A' k 'Al' WIDTH HEIGHT EXT.(+) EIT.(-) 26-1/2' 37• 53-1/8" 63" 74' 26• 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 25-1/2' 37' 53-1/8' 63• 74' 1 38-3/s' 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 1 90.0 140.0 26-1/2" 37' 53-1/8' 63• 74• 50-5/8" 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 26-1/2' 37' 53-1/8' 63' 74' 83• 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 125.0 24" 36" 48' 80• 72' 24' 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 24• 36' 48• 60• 72• 36' 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 24' 36• 48" 60• 48" 90.0 140.0 90.0K'o 90.0 90.072" 90.024" 48' 60• 72" 60' 190.0_ 90.036• 90.0 90.0 140.0 90.0 1 140.0 136.1 (1/2W) (1/2W) OPERATING VENTS TO BE 1/2 OF THE WDW. WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GIBS TYPES WIDTH HEIGHT EXT.(+) INT.(-) 55-1/2' 9-11/18 83-1/4" 26• 90.0 140.0 90.0 140.0 90.0 140.0 55-1/2' 9-11/16 83-1/4' 38-3/6' 90.0 140.0 90.0 140.0 90.0 140.0 55-1/2" 50-5/5' 90.0 140.0 55-1/2' 63• 90.0 140.0 54• 63" 12• 81' 24' 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 54' 6Y 72' 81" 36, 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 54' 83" 72• 45' 90.0 140.0 90.0 140.0 90.0 140.0 54' 60' 90.0 140.0 'i OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WDW. WIDTH 'XO OR OX'_ DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GIBS TYPES A' k 'Al' WIDTH HEIGHT M.(+) INT.(-) 74' 106-1/4' 111' 28' 90.0 140.0 90.0 140.0 90.0 140.0 74• 1D8-1/4' 111" 38-3/8' 90.0 140.0 90.0 140.0 90.0 140.0 74' 106-1/4' 111' 50-5/8' 90.0 1 _.a 90.0 140.0 90.0 140.0 74• 106-1/4' 111' 63' 90.0 140.0 90.0 129.0 90.0 125.7 72• 84' 98• f08' 24• 1 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 72' 84• 96• 106' 36• 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 72• 84' 98' 108• 46' 1 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 72• 64" 96" 108• 60' 90.0 1 1430 90.0 140.0 90.0 140.0 90.0 138.5 (1/3W) (1/3w) (1/3W) � o- OPERATING VENTS TO BE 1/3 OF THE WDW. WIDTH 'XOX' _- ••• • • • • • •• • .• . . . . ••• . •• ••• •• • • • •• NOTE: • • 000 • • GLASS CAPACITIES IDN THIS -SHEET ARE. • • • • • BASED ON ASTM E: S 01 (3 $$EC MS1S) • • • • • • AND FLORIDA BUILaIN� COyyIS$fOly • * 0 • • • • • DECLARATORY STATEMENT DCAOS-DEGr•219 • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. CLASS TYPES 'A' k 'AI' WIDTH HEIGHT EXT.(+) INT.(-) 74' 105-1/4" 111' 26• 90.0 140.0 90.0 140.0 90.0 140.0 74' 106-1/4' 111' 38-3/8' 90.0 140.0 90.0 140.0 90.0 140.0 74• 50-5/8' 90.0 140.0 74' 1. 90.0 140.0 72' 84' 96" 108' 24, 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 72• Be 96' 90.0 140.0 90.0 140.0 90.0 140.0 140.0 LF2 48' 90.0 140.0 90.0 140.0 90.0 140.0 60" 90.0 140.0 -o o- OPERATING VENTS TO BE 1/4 TO 1/3 OF ?HE WDW. WIDTH 'XOX' - All . No.70592 TI �� •'•. •� ` drawing no. FL #20359 ��is/�TNAl1j111�` sh4rot 3 of a Sealed: 1/12/2018 ,By WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING U .., e • _ •, • C + e _ _------ :EDGE DISf. yyQ��5 �e Fr-----------------i0 METAL i I F.B.C. APPROVED I i GKW 11 �o Z t. �--- e d' # STRUCTURE II MULLION • MULLION ANCHORS II i i SEE SEPARATE APPROVAL7. I I I W'd 3 I 17 ------ 0 Q8 ��C p ! .i Y TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING O 0 4 b Y WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS Q .i.i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM F AND TRANSFER THEM TO THE BUILDING STRUCTURE. !! 101 1`1 R111 ._. U O e W2 e z w W7 a EDGE DIET: • TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING >E m W1 = 1' X 1/4' WEEPHOLES AT 2-1/4' FROM EACH END 1/4' DIJAL ULTRACON BY ' O' (FU+177 KSI, Fy+155 KSI) 3 j�� 3 G W2 = 1-3/4' X 3/8' WEEPHOLES AT 5-1/2" FROM EACH INTO 2BY WOOD BUCKS OR WOOD STRUCTURES END WITH PLASTIC BAFFLE 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) _ z ?1 SEALANTS: THRU 1 BY BUCKS INTO CONC. OR BLOCKS W 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) m ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT AT EACH END 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) K n AND INSTALLATION SCREWS IN SILL SEALED WITH ALUMINUM COLORED SEALANT. DIRECTLY INTO CONCRETE OR BLOCKS ia n o S � 1 1-1/2 MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) >F J o 3 914 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) v c R INTO F.B.C. APPROVED MULLIONS I N o 2 m OR m co INTO METAL STRUCTURES (HEAD/SILL/JAMBS) O (3) THREADS MIN_ TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' T'HK. MIN. (6063-T5 MIN.) STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL DISTAN . INTO CONCRETE AND BLOCKS = 2-1/2" MIN. o e INTO WOOD STRUCTURE = 1" MIN. m INTO METAL STRUCTURE + 3/4" MIN.IFT —WOOD AT HEAD, SILL —OR JAMBS SG + 0.55 MIN. IT2, CONCRETE AT HEAD, SILL OR JAMBS fe - 3000 PSI MIN o C-90 HOLLOW/FILLED BLOCK AT JAMBS fm 2000 PSI M.. 4 0 • • • • •• • • • • • • • • • • ••• • •• • • • •• -T o. • • • 0.0 • • • . • FL #20359 pJPp.!4!•0MM ,, a No. 705M .�I. * S d 5 drawing no. S. ....... W16_28 Sealed: 1 /12/2018 ••• • • • • av • • • • • • • • • • • • • •• •• • • • •• •• 1/4' MAX. _ b s79M VENT WIDTH © 25 O 1/4' MAX. -MS O V m Z 4 � 3 e D.LO. 7 OPTIONAL TO 24 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING Q q TZ SPRING LATCH 6 Z FFSSi II� D • p ` y^ a V p 1 ppp . � • � i 4 6 �D.l ZZ �S�j Q a p 95f ��O{I F EXTERIOR I BY _ WOOD BUCKS WINDOW WIDTH Z! Z TYPICAL ANCHORS XO LAYOUT SEE ELEV. FOR SPACING OX OPPOSITE 3 _ 8 � Z 0 1/4' Mkx VENT WIDTH ~ m SHIM © O 25 1/4' MAX. ~ h 11 I D.L.O. 7 24 OPTIONAL TO SHIMS D.LO. TYPICAL ANCHORS SEE ELEV. _ yy m J O 4I 3 tL ~ METAL SPRING LATCH d FOR SPACING • g g Z (g iS STRUCTURE ____ ___ _ ___ 2M cg W O wa ------ I --'---'- �t21 5 17 1BY • • c u • 4 WOOD BUCKS - .a a • D.L. OPG. - WINDOW WIDTH _ - c • � o n TYPICAL ANCHORS CC SEE ELEV. XOX LAYOUT • • • • • • • • • • • • FOR SPACING • • ! • • : • : : : : • : • • 0.0 �.•``vNIP AH.. '. _ N0.70592 e •• ••• • • • -'O _ • • ••• • • :moo ••. •� ` '��i OA• `�� drawing no. • • • • • ••• • • • • 0.0 • i • • it E�� ifill i�:�s-28 • • • • • FL #20359 NAI sheet 5 of 8 Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALT, 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING milm, F.B.C. APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4. MAX. SHIMS g ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING d' FILLED VLOCK � n d INSTALLATION DETAILS WWH:F;USZ F•.R=AD�CP�ER as • • • •• •• • • • • • • • • • • ••• • • • . •• • • • . • • • • • • • • • • ••• • • • • ••• • • •• •• • • • • • • ••• • • • • •• •• U � m b m 3 Q y r J � 7d � 0, U 29 to 0 IL a LLz� Sz Q ru s K' 2 Z m N — m v � I O o � 3 n Z z Z � FF � K W 8 W C to M Z y� �j Coow � 2 moo No. 70M *� a ®: — e� drawing no. ii�`RT •'• DI; r' \�� W1 6— FL #20359 �'�iS��fNAtt�`� sheec g of g Sealed: 1/12/2018 (1) FRAME HEAD FRAME SILL .062 -�e .250 1.345 SILL TRACK O FRAME JAMB .621 1.189 41.496 YR TW. Q VENT TOP/BOTTOM RAIL 062 TW. im I•--t.531 ---I © JAMB STILE 2.406 - 1.531 Qi VENT INTERLOCK 2.844 -77 '0r_ 580 1.409 .I ss i 0621.189 TYP� t3 ADD -ON SILL RISER .094 1.969 ITEM PART / QOANIITY DESCRUMON MATERIAL MANF./SUPPLIER/REMARKS 1 MG203 1 FRAME HEAD 6063-T6 - 2 M0301 1 FRAME SILL 6063-TB - 3 MG302 1 SILL TRACK INSERT 6063-176 - 4 MG303 AS REDD. FRAME JAMB 6063-TS - 5 MG212 AS REDD. FLUSH FRAME ADAPTER BM-76 - 6 MG204 1/ VENT F1XED MTG. RAIL 6053-T6 - 7 M0205 1/ VENT VENT INTERLOCK 6063-T6 - 8 MG304 1/ VENT JAMB STILE 6063-T6 - 9 MG207 2/ VENT TOP AND BOTTOM RAIL 6063-16 - IDA MG209 AS REDD. GLAZING BEAD (7/16- GLASS) 6063-T6 - IOB MG210 AS REOD. GLAZING BEAD (INSUL LAM. GLASS) 5063-TS - 13 MG305 AS RTEOD. ADD -ON SILL RISER 6063-T6 - 14 M0321 4/ VENT ROLLER HOUSING 6 GUIDE CELCON - 15 MG322 2/ VENT ROLLER BRASS - 16 MG323 2/ VENT ROLLER PIN ST. STEEL - 17 #10 X 1' AS REDD. FRAME/VENT ASSEMBLY SCREWS CRS PH SMS 18 /10 X 3-1/2' 2/ VENT FIX. RAIL S81 SCREWS (SILL END) CRS PH SIAS 19 W222322 AS REDD. FM SEAL WSMPP•IG - ULTRAFAS 22 E202 AS REDD. (LAZING BEAD BULB NEOPRENE ULTRAFAB 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4' FROM EACH ENO ZAMAK SULLNAN h ASSOC. 24A /8 X 5/8' 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMS 25 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 25A - 1/ LATCH LATCH SPRING ST. STEEL - 26 - 2/ WDW. HI -FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL 28 - AS REDD. SILL INSERT, 2' LONG 6063-T6 AT LTG. STILE LOCATION 29 - AS REOD. SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 8035 SHORE A m Z o 3 C Ito V O A 0, 914 OFF v v N o 3 3 ¢ 3 8 O Z z �- 3 N K _ 8 't °0 e z > CJO J 2 00 m 2.786 O8 FIXED MTG. RAIL _ { r.125 500 .672 1.000 2 0 .062 tl1 •• ••• • • • • • •• C 1.122 • c • : • • • • 1A111111!!! O FLUSH FRAME ADAPTER • SILT, !SW? • • • • • • • �� AA�1+" AH !!!''ii .078 1.421 • • .985 � -� �--- � � No. 7D592 ..1 050 .865 .781 050 .865 = it - ♦! J L • - 1.029 F • • • • • • • 1.096 • • I,�6 • • • • • droning no. 0. 2s SPRING LOADED LATCH ® GLAZING BEADS • • • • • : • • • FL #20359 �'�isz�NAL1111 AAAAAA� sheet 7 of $ 11 Sealed: 1 /12/2018 ••• • • • • ••• • • • • • • • • • • • 17 ^ N 1 y�, m 17 i 0 � U o Z FRAME TOP CORNER c VENT TOP/BOTTOM CORNER 3 S co Z Z 3 o �x gano S �aoi� L C O y • f C O Q O n O • • • • • • 1111111111!/!! EN • • • Y No.2 FRAME BOTTOM CORNE178 • • • • • • • • • �� ' � drawin no. FIXED MTG. RAIL CORNER • • • • • • • i • • i%SS.,, oR�o►,.['`�: W 6 28 • • • • ••• FL #20359 ;�NAL11`;`` sheet 8 of g Sealed: 1/1212018 ••• • • • • ••• • ID a oPaYr v � �. ,ie.. " ,� rJ� � r •lam l�,�J. , =P�rofessi. �natiRegulatiari v re � � "�'�. �, i(1�.�: 06PR HOME AWn OBI!R pRPR DII'ISIONv cDFTACTC 9DR F 'da 8 13i�P Approval USER:ER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL20352-R2 Revision 2017 Approved SH07 7RKIHI 139 Rolando Nigaglioni, P.E. Consulting Engineer Approved C] Approved as Noted ❑ - Rejected By, Date:lk� Approval Is only for conformance with our design loads and crlterIs. Mr Glass Doors & Windows Inc. 8120 NW 84th St aaa • Medley, FL 33166 • • (305) 470-8284 a • • a..* • • • • • • • • • a ulises@mrglasswindows.com • • • • • • ••aa•aa •aa• • •aaaa• Ulises Senaris ••aaaa • • • ulises@mrglasswindows.com • • • • • • • • • • • • • a • • a • aaaa • a aaaa •aaaa • aaa• • • •• as •• • •aaaa• •aaaa• • • • aaaaaa • • aaaaaa • • • • • • as • • •• ••aaaa • • aaaa Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the ]avad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL20352 R2 COI SS -Series MG-200 Alum Single Hung Window LMI-SMI)_ CI 2017.pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/15/2018 Date Validated 01/16/2018 Date Pending FBC Approval 01/21/2018 Date Approved 04/10/2018 Summary of Products r FL # Model, Number or Name Description 20352.1 Series MG-200 Aluminum Single Hung Window Large missile impact resistant aluminum single hung window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes FL20352 R2 II SS -Series MG-200 Alum Single Hung Window LMI)-2017 DWG W16-20.pdf Verified By: Javad Ahmad PE # 70592 Design Pressure: +80/-140 Other: See attached drawing W16-20 for span vs. load combination and installation details. Created by Independent Third Party: Yes Evaluation Reports FL20352 R2 AE SS -Series MG-200 Alum Single Hung Window (LMI) -PAE 2017.pd Created by Independent Third Party: Yes 20352.2=Hung G-200 Aluminum Single ndow Small missile impact resistant aluminum sinQL0R&t window. • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80 -140 9 / Installation Instructions " ' • • • FL20352 R2 II SS -Series M(!-t9(►Alum Sir•gi wouon•g • • Window(S�i )-2017 DWG W]b�,] Rdf • • Verified By: ]avad Ahmad PE # 70592 •. • • • • • • Created by Independent ThK �art'y; Yes Other: See attached drawing W16-21 for span vs. load combination and installation details. Evaluation Reports • • • • • 000, • • • • • • FL20352 R2 AE SS-Series?1i6100.Alum Single Flung Win • .(SMI) -PAE 2017.pdf • • • • • Created by Independent Thir l 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. Qpytlght 207-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refun Under Florida law, email addresses are public records. If you do not want your a -mall 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 emalls 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: "T W ® ti Credit Card Safe AL-FAROOQ CORPORATION unCONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #611320-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name: SERIES MG-200 ALUMINUM SINGLE HUNG WINDOW Maximum Width: 53-1 8" Maximum Frame Height: 84" Maximum Load: +80 PSF, -140 PSF (Small Missile Impact) Installation Drawines # W16-21 FL 20352 Date: 01/08/2018 This product complies with the High Velocity Hurricane Zone (HVHZ) testing regeliirements. �• • •.. The above maximum parameters do not occur simultaneously. •• • .. . See installation drawings for combination of span vs loads. ...... Comparative analysis used X Yes No • _ •••••• Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS.�d2): • g TEST ' k DESCRIPTION � TEST LOCATION s; 7TESTT REPORT t TESTS • • t k�'r ` "" `" DATE REPORT Ii Sealed by., ASTM E283 Air Infiltration Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E.- Leakage Laboratory, Inc. ASTM E331 Water Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. OR ASTM 547 & TAS 202 Penetration Laboratory, Inc. ASTM E330 Uniform Static Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST • DESCRIPTION - .TEST LOCATION • . ; TEST REPORT ` "I•TEST"; Test DATE • REPORT# .,. Sealeby d FBC 1626.2 Large Missile Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory, Inc. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: No 7059Y Javad Ahmad PE # 70592 AI Farooq Corporation EB # 3538 "�' "2' ��'-�S '• o R �•�'' ��'� Sealed: 1/12/2018 . `S,�ONA�Ea•` 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcena.com I alfaroogc@afcene.com AL-FAROOQ CORPORATION UNCONSULTING ENGINEERS & PRODUCT DEVELOPMENT January 12, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 •••� •••Y Ref: Mr. Glass Doors &Windows, Inc. ••�••� .•:. Series MG-200 Aluminum Single Hung Window (L.M.I. and S.M.I.) •••:.. Y Certificate of Independence •••• ••.. Dear Sirs, • As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the p=odtici referenced above, I do hereby declare that I do not have and will not have any financial ir►teresten*a*Aj company manufacturing or distributing the above referenced product, nor do I•ITaJ or wdl babe any financial interest with any other entity involved in the approval process of the product.•• - Sincerely, Sealed: 1/12/2018 Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroog afcene.com 1/8' TEMP. wzs 1 /4' AIR SPACE 53 1 /8' WINDOW WIDTH 3/16' HEAT SITtEN'D. CLASS 3/18' NEAT STREN'D. GLASS A60' IClear An So Char And Odor 060' Intertoyer 46 3/4' D.L.O. (FIX. LITE) By 'E Co.'Saflel By 'Eastman Chemical o.' Clear And Color Glace By 'Eastman Chemical Co.' 8' MAX. 20 1/2' OR O80' Intenayer OR ll HEAD PVB 050' Interloyer Troeitd PVS CORNERS CORNLT� 3 BY BY 'Kuroray America, Inc.' By 'Kuroray America, Inc.' 3/16' TEMP. GLASS 3/16' TEMP. GLASS DOW795 SILICONE l ? Z 79 GJ n 3 I II ILI - I II is x n ; I II a 8 BA 4 88 23 AT i/4 POINTS ON UTES AT 1/4 POINTS p li �• II WIDER THAN 36' ONLY 23 ALL SIZES n n Li -- Tr----�r---- Ac Typ ,A' GIASS TYPE 'B' n3 "D o ii it 7/16' OVERALL LAM. GLASS 7/8' OVERALL INSTIL LAM. GLASS II II 11 II II II GLAZING OPTION SERIES MG-200 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDrnON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METAWC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL,/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. I� /p4�r".�pI�R CPA R C12NEISTING OF SPACER, 'HEUMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PM C11A Al dr SILICONE DOW CORNING 791 GE 2000 OR 'DURASEAL' EDGE SEAL SYSTEM BY WANE , C 3 20 1/2' SILL ANCHORS MAX. NOT REOURED SILL FOR LOADS UPTO 80 PSF 46 3/4' D.Lo. (VENT) 49 4' VENT J/WIDTH TYPICAL ELEVATON TESTED UNIT THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REOUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. SHUTTERS. -NOT REOD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. •• ••• • • • • • •• A•CONTRAAOR 90 B@ RE%1OI/S1BUP8FOR•DIE SELLLT., PURCHASE AND • INS•1�•ON OI.7PR5 PRODUCT KSE•ON•f•S PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON TAPS DOCUMENT. B-THIS PRODUCT EVAUAATION DOCUMENT WILL BE CONSIDERED IM/AUD IF ALTERED BY ANY MEANS. • • d"SPECIFIC P%JECTS BRALL BE PRAAREo By AWLOMDA REGISTERED • •IVIEEp OR SCHIkT e•ICH•RL BECO• THE ENGIECReDr RDWRD (ED ) • • 41DR THE PRWECT•ANI•WH• WILL BEORPSONSIPLE WOR THE PROPER • • WSE OF•THE PF.D. EWNEjFR CS RIFORN, ACjMgIS A DELEGATED • • • O EE ECIFIC CF F . ALL STyUtID jD TV LATTER THE SITE O- TINS P-E-D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGNEER Or RECORD THAT PREPARED R. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FALSE MUNTINS (SURFACE APPLIED) MAY BE USED FOR CAPACITY V ilia N O FL #20352.2 < � !�..00 ' O ' A ` drawing no. :�i`s''•...... S��IVAl11�`` W16-21 Bneet t or 7 Sealed: 1/12/2018 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPES A' g 'B- WIDTH HEIGHT EXT.(+) 1NT.(- 19-1/8' 26-1/2- 1. 37' 48' 53-1/6- 26' (4) 60.0 140.0 50.0 140.0 80.0 140.0 80.0 140.0 50.0 140.0 50.0 140.0 19-1/8- 26-1/2' 30' 37' 1. 53-1/8' 38-3/8' (4) BO.o 140.0 80.0 140.0 80.0 140.0 $0.0 140.0 90.0 140.0 $0.0 140.0 19-1/8' 26-1/2- M. 37' 1. 53-1/6' 50-5/8' (6) 80.0 1400 80.0 140.0 80.0 140.0 Bodo 140.0 6o.0 140.0 80.0 140.0 19-1/8- 25-1/2' W. 37' 1. 53-1/8- 53' (6) 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1/6 26-1/2- 30' 37' 48' 53-1/6' 74-1/4' (6) Bo.O 140.0 80.0 140.0 80.0 140.0 50.0 140.0 80.0 140.0 50.0 129.E 19-1/8. 26-1/2- 30. 37' 1. 53-1/8- 76' (6) 80.0 140.0 60.0 140.0 BOO 1 00.0 Bodo 140.0 80.0 140.0 80.0 128.5 19-1/8- 26-1/2- 30• 37' 48' 53-1/8' 84- (8) 50.0 140.0 Bodo 140.0 50.0 140.0 80.0 140.0 Bodo wnn 140.0 ,�.m AT MTO. RAIL / 84' Bodo 140.0 NO. IN PARENMESIS INDICATE NO. OF ANCHORS PER JAMB. EQUAL LITES UNEQUAL LITES WINDOWS Ii p a PER JAMB. DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS •A' TYPES g •B• WIDTH HEIGHT EXT.(+) IKT.(-) 19-1/8' 26-1/2• 30' 32' 1. 37' 48' 18' 53-1/8• -5/8• (6) 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 50.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 $0.0 140.0 19-1/8• 26-1/2- 30' 32- 18' JT 1. 6' (6) 90.0 140.0 90.0V140.0 80.0 SO 80.0 $0.0 8MO 19-1/8' 28-1/2' 30, 32' 35' 37' 74-1/4' (6) 80.0 Bodo 140.0 80.0 140.0 60.0 140.0 80.0 140.0 80.0 1400 19-1/8- 26-1/2• �. 32' 76' (6) .0 .0 .0 H- 19-1/8' 26-1/2- 1. 32' 84• (8) .0 .0 .0 .0 NO..0 NO. IN PARENTHESIS INDICATE NO. OF ANCHORS •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• UNEQUAL UTES (ORIEL TYPE) NOTE: • • • • • • • 000 • • GLASS CAPACITIES:01g THI: •SHtET.^ • • • • • BASED ON ASTM 1300-QQ (3 SEC. hUS•%)g • • • AND FLORIDA BUILDING COMMISSION • • DECLARATORY STATEMENT DCAOS-DEC-219 FL #20352.2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � e No.70502 = 1 I 3• _ a � 16-21 •. A F drowing no. Sealed: 1/12/2018 ,BY TYPICAL ANCHORS w00D BUCK SEE ELEV. FOR SPACRiG z . e , a ` • ;� . EDGE DIST. o S� .. 4 ° e! I N roil TYPICAL ANCHORS r--T SEE ELEV. .' .. FOR SPACING METAL I F.B I v ` 11 MULLION & MULLION EDGE DIST. STRUCTURE 11 SEE SEPARATE APPROVANCHORS II Z 11 EDGE DIST. j i 1 z _1 I I______ - - - 11 _=_ - __—_'� so S t � O GO /V♦ 0 g.4 TYPICAL ANCHORS q < :7 TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING 0 G Q LLz_ a WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST .y o Q SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM F AND TRANSFER THEM TO THE BUILDING STRUCTURE. �- L WEEPHOLES- — r; TYPICAL ANCHORS: SEE ELEV. FOR SPACING Z o j1 Wt = 1-1/2' X 5/16' WEEPHOLES AT 5-1/2' FROM EACH END 1/4' • 1 ACON BY •EI CC (Fu-177 KSI, Fy-155 KSI) c tSPRINGOPTIONAL INTO 2BY WOOD BUCKS OR WOOD STRUCTURES1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)O THRU 1 BY BUCKS INTO CONC. OR BLOCKSzB 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) m w ` a 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) to S 0. DIRECTLY INTO CONCRETE OR BLOCKS y $ v n rt O 1 i; 1' 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) °D a W I l 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) (VVV(��111 r #14 SMS OR SO F-121811 1 ING SCREWS (GRADE 2 CRS) 8 000 0 � r5 W j P INTO F.B.C. APPROVED MULLIONS `r I W� d i ICI � OR i �w e = INTO METAL STRUCTURES (HEAD/SILL/JAMBS) j: (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 16 i` ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) 1 i i STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) t3 i I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 23 1 RRI a MC17Dlci NrF `o INTO CONCRETE AND BLOCKS = 2-1/2' MIN. to INTO WOOD STRUCTURE = 1" MIN. % 2 1 - INTO METAL STRUCTURE - 3/4" MIN. 8 Iffy _ WOOD BUCK WOOD AT HEAD, SILL OR JAMBS. -SG - 0.55 MIN. _ C CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. � o 2 o • • • • • • • • • • -� HIDLLOYy/�LLEO BLACK AT JAMBS fm - 2000 PSI MIN. 18 4 • •• • • • • ••• • c _ • • • • • • • • • • • • • • • • 1111111111,/ • • • • • ```�1 AFC ��.,� , EDGE DIST. • \ . . i e • • • • • • • • • _ Na. 70582 k TYPICAL ANCHORS .. REOD. FOR LOADS . + '"Wt � PSF ONLY 1y I • ' • • • 7 ' \ 1 TYPI& ANCHOR • • — LIDS • �LEV.. W7 i I i REOD. FOR • • • • • • • • • • • • 000 • • — • • • • • • 4R • • • • �iV•'.. OF drawl drawing n0. ^ FOR SPACING L ) ABOYE BO PSF ON& • • • • • �- .• OR1C1` ��: SEE ELLV. EDGE DIST. F'OR SPACING FL #20352.2 �'�s!�P1AL11`��` 027 9W16 • • • • • • • • • • • • • • •• •• • • ••• • • • • • • • • Sealed: 1/12/2018 • • • • • •• •• ••• • • FOR SPACING ANCHORS v. ,CING TYPICAL ANCHORS SEE ELEV, FOR SPACING 1/4* NA%. go •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • FL #20352.2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �0 �V o� CAL ANCHORS ELEV. SPACING C • a�g �z�= aII Sealed: 1/12/2018 =z z = W Z to h 0 3 1 d W m ME co m 3 i e Sr Y $ drawing no. W16-21 ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING �_r 1mill .R.C. APPROVED IULLION & MILLION ANCHORS EE SEPARATE APPROVAL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 MAX. SHIMS 10 ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING a .1 1/4" . 'o W n • •• • • • • ••• • INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER .. .... . .. . . . ....... . • •• . • . • . . • FL #20352.2 • • • • • • • • • • • • • •• •• • • • •• •• �:'VCENAF OAfAI.`�• prn 1N11� Sealed: 111212018 drawing no. W16-21 I--- 2.948 i.090�� 1.876 .974 .062 61 P. 76 2. TYII� 1.169--I 2.910 Q FRAME HEAD U FIX. MEETING RAIL 1 0 VENT TOP RAIL 1. OO FRAME JAMB 4 1.496 1.19 062 YP. - .715 O VENT SIDE RAIL 1.122 .985 .078 1.421 1.029 13 SPRING LOADED LATCH IB i3 19 O VENT BOTTOM RAIL 2.849 O FRAME SILL 134 �=-2 786 �--F .500 8 2 .7811 .050 .866 .7811 .0� •885 .781 050 .868 T LI .062 I« 1.096 F 1.098 F 1.098 t0 FLUSH FRAME ADAPTER O O _ GLAZING BEADS TTEM / PART / REQD. DESCRIPTION MATERLU. MANP./SUPPI28R/REMARXS 1 MG201 1 FRAME HEAD 6063-T6 2 MG202 1 FRAME SILL 6063-T6 3 MG203 2 FRAME JAMB 6063-TS - 4 MC204 1 FIXED WIG. RAIL 606J-TO - S MG205 1 VENT TOP RAIL 608J-T6 8 MG206 1 VENT BOTTOM RAIL 6063-T6 7 MG207 2 VENT SIDE RAIL 6053-TS - SA MG209 AS ROD. GLAZING BEAD (7/16' GLASS) 6083-T6 - 88 MG210 AS ROD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 9 - 2/VENT SASH STOP 6053-TB - 10 MG212 AS REOD. FLUSH FRAME ADAPTER 6053-TO - 11E�SL2203P 12 SWEEP LATCH ZAMAK SULLIVAN k ASSOC. 12A r LATCH INST. SCREWS ST. y�EL ON�1JSPPoNC L0.4DED LATCX 8063-T6ALTERNATE TO SWEEP LATCH 13ALATCH SPRING ST. STEEL14 f10 X 1'FRAME • VENT ASSEMBLY SCREWS CRS PH SMS 16 E202 AS REDD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 18 W73231NKODOB AS REDD. SIDE RAIL FIN SEAL W'STRPPING - UL7RAFAB 19A WG221 2/ VENT VENT BOTTOM GUIDE CELCON M&M PLASTICS 19B MG222 2/ VENT VENT TOP GUIDE CELCON M&M PLASTICS 19A /6 X 5/8' 1/ GUIDE SASH GUIDE MST. SCREW CRS FH SMS TYPE 8 20 SL-14A-044 2/VENT ULTRALIFT SPIRAL BALANCE _ CALDypELL 20A #10 X 1-1/4' 1/ BALANCE BALANCE MST. SCREW - ON SMS TYPE B 22 - 1 5/18' BOX SCREEN _ OPTIONAL OPTIONAL 23 - 2/ LITE SETTING BLOCK AT 1/4 POINTS EPDM DUROMEIER 80t5 SHORE A 24 - 2 HI -FLOW WEEPER - PREFERRED ERG/JEEMNG PRODUCTS FL #20352.2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �PJ• �yCENBF''.; V � •� v No.705B2 drowing no. W16-21 Sealed: 1/12/2018 7 XG . ......... . .. ... .. . .... • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #20352.2 gyp:•• v�E"'sR �'•:v rw. 70�2 1/12/2018 •1]i1,�;�� E A � E�, f r ! � ' , • � Ak � ��Y1RiiiiYii�YGYiYO/i�ililliitiiiY BCIS Home I Log In I User Registration ( Hot Topics I Submit Surcharge Stats & Facts I Publications Contact Us BCIS Site Map I Links Search OrP ER:Pub Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail • r Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL26942 New 2017 Approved aHrl" DRIAWII'.r S r;olando Nigaglionl, P.E. Consulting Engineer Approved U Approved as Noted e ected 1 B� f i/Date: Awroval is only for conformance with our design bads and criteria. Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Augusto Arias 8120 NW 84th St Medley, FL 33166 (305)470-8284 aarias@mrglasswindows.com Exterior Doors Swinging Exterior Door Assemblies •••• • • • • ••a• ••a••• •• • ••a• • • • • •• • • • a • • • • a • • • • • • • •a•• • • • • •• • • •••• •••• ••••• •••••• •• • • • ••••• •• a• we • ••a••• 090000 • • • • a • • • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. 4 Validation Checklist - Hardcopy Received Certificate of Independence FL26942 RO COI SS - Mr Glass - Series 3000 Alum OS Door (LMI) - CI.pdf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2013 ASTM E1996 2014 TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 1 Method 1 Option D 04/19/2018 04/19/2018 04/27/2018 06/12/2018 FL # Model, Number or Name Description 26942.1 Series 3000 Aluminum Outswing Large missile impact resistant aluminum outswing entrance Entrance Door door. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL26942 RO II SS - Series 3000 Alum 05 Door (LMI) DWG 18-36F.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: See drawing 18-36F for span vs load combinations and installation details. Evaluation Reports FL26942 RO AE SS - Mr Glass - Series 3000ATL" 65 Door (LMI) - PAE.pdf 0000 • • • • • • • 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 :: Acce� 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 pitlic-relorc: 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. *Pursuan:*J, n 455.275(r1� • • • • Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with a• email •ddress if th%y 184. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do Mt wisl•to supply a personal address, pleigr; • • • 0 provide the Department with an email address which can be made available to the public. To determine If you are a licensee dhser CIIEpter 4550F.S., *Ir•nse click hgjj�. • • • • Product Approval Accepts: • • • • Credit Card Safe AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: MR. GLASS DOORS & WINDOWS. INC. Manufacturer Address: 8120 N.W. 84 STREET. MEDLEY, FL 33166 Model Name: SERIES 3000 ALUMINUM OUTSWING ENTRANCE DOOR Maximum Frame Width: 40-1/2"(X), 78-1/2"(XXI, 42"(0) Maximum Frame Height: 98" Maximum Load: +80 PSF, -80 PSF (Large Missile Impact) Installation Drawings # 18-36F FL 26942 Date:04/17/2018 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. • • • • See charts on installation drawings for combinations of span vs. load. �..' Comparative analysis used X Yes _ No • • • • • • ... Mandatory Tests (Tested in accordance with AAMA 301/I.S.2/NAFS/TAS-202) "' • • • Description 7, a,lTest Location ":,Test Re it Date po Tesf Re n'8 "•• po s 1'.1 T sled ., ASTM E283 Air Infiltration Hurricane Engineering & 2/13/2018 HETI-18-6004 Rafa9l%01'4-Seda,Pf! Leakage Testing, Inc 2/13/2018 HETI-18-6011 • • • • . • ASTM E331 OR 2/13/2018 HETI-18-6002 • • ASTM 547 & TAS Water Hurricane Engineering & 2/13/2018 HETI-18-6004 ' • • Rafael E. Dioz-Seda,�- 202 Penetration Testing, Inc . • • 2/13/2018 HETI-18-6011 " ' • • • 2/13/2018 HETI-18-6001 ASTM E330 Uniform Static Air Hurricane Engineering & 2/13/2018 HETI-18-6002 & TAS 202 Press. Testing, Inc 2/13/2018 HETI-18-6004 Rafael E. Droz-Seda, P.E. 2/13/2018 HETI-18-6011 2/13/2018 HETI-18-6001 ASTM 1304 Forced Entry Hurricane Engineering & 2/13/2018 HETI-18-6002 Test Testing, Inc 2/13/2018 HETI-18-6004 Rafael E. Droz-Seda, P.E. 2/13/2018 HETI-18-6011 Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) Test' i .Description -" ?;`Test Location :� , ; :Test Report Date Test Report* _ ;f%,0est Sealed By ;,j-:; FBC 1626.2 2/13/2018 HETI-18-6003 (TAS 201 & 203) Large Missile Hurricane Engineering & ASTM E1886 & Impact & Cyclic Testing, Inc 2/13/2018 HETI-18-6005 Rafael E. Droz-Seda, P.E. E1996 2/13/2018 HETI-18-6012 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: I Ito ,,JP� PD' AI yq0%. SEALED 4/18/18 'sS/0NALE Javad Ahmad PE # 70592 0" AI-Farooq Corporation EB # 3538 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT April 18, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. Series 3000 Aluminum Clutswing Entrance Door — L.M.I. Certificate of Independence Dear Sirs, ...... . As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product refeN. %14 above, I do hereby declare that I do not have and will not have any financial k terest in any company manufacturing or distributing the above referenced product, nor do I have or wifl.4L- any financial interest with any other entity involved in the approval process of the product. Sincerely, '�O No 7700592 % ) ST F OF .4/ SEALED 4/18118 oil Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooa@afcene.com [THESE DOORS ARE RATED FOR LARGE h SMALL MISSILE IMPACT.( SHUTTERS ARE NOT REQUIRED. SERIES-3000 ALUMINUM 0UTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDEUTE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES COMBINATIONS SEE SHEET 4. LOWER VALUES FROM DOOR CAPACITY, SIDEUTE CAPACITY OR MULLION CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATION WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 19Y OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN T14IS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 17D9.9.2. —3/16' HEAT STREN'D. GLASS .090' Interloyer \ �TroaHd PVB By kuroray America, Inc.' '. 1-3/16' HEAT STREN'D. GLASS m ,1 11 I j20J ns 10 1J �� 19 _ SILICONE 1 1 V DOWSIL 795 Ix 1 \ \ � 24)) GLMS 'BYRE 'A' -3/16- TEMP. GLASS . 3/8- AIR SPACE -3/16- NEAT STREN'D. GLASS ' ! 090, Interloyer \ r Trosifd PVB \ I BY kuroroy America. Inc.' t `•\ 1 1 ! - 3/15- HEAT STREW(). GLASS SPACER 1 - ALUMMNM r m (6063-T5) ; SILICONE ^DOWSIL 795 24 GLASS TYPE 'Al' •• ••• • • • • • •• • •• • • • •��••• • • • • • • • • A jkl!i1L tFt It aF BE � BLLVCi BASED ON TH5 PROOEVALU ON PF"DEO HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B-THIS PRODUCT EVAUMRON DOCUMENT WILL BE CONSIDERED INVALID IF I ALTERED BY ANY MEANS. • • • •: • • • •'c-!PF SPECIFiC�RPIECTS S&L BE PREPARED BY A FLORIDA REGISTERED • • • • • I •Fd•THE PFA)E•T•VID•M1 .LL BE � RESPONSIBLE FOR THE OORD (PROPER • • • • • I •USIDOF•HEW.E16 EFSINEri Or RECORD, ACnNG As A DELEGATED • • • • • • •EN�IEER TO THE i .D. iNGI.'CER SHALL SLOW TO THIS LATTER THE SITE, • • • !WECIFIC ORA"NGS•FOR RWEW. 0- THIS P.ED. SHALL BUR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGR✓mi OF RECORD THAT PREPARED IT. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Ic I u. ipo'-i Io10 I FL #26942 � No.7D582 0 drawing no. 18-36F 40 1/2' DOOR FRAME WIDTH _ 38' MAX. - I DOOR OPNG. MDTH'- 13 1/2- r J' 3 1/2" MAX. _MAX. HEAD SILL HEAD/SILL AA\ ` CORNERS i I ' , l II I 1 11 � i xB /,- I L IS2 II ACTK SURFACE APPLIED , C FALSE OR 28 1/4' �4 DECORATIVENGRILL .} MAY BE USED D.L. OPG. 0 n 38 9/16' _LEAF TYPICAL Ei FVATION ( X ) 78 1/2- -...DOOR FRAME WIDTH i DOOR OPNG. WIDTH_ - -- HEAD h SILL ANCHORS AT STILE k MUWON ENDS (4) AT 3' O.C. 13 1/2' 3 1/2' MAX.` CORNERS I ___ J a SILL AD I \ I' 1 `F i \ 1 f1 _ ACTNE \ I INACTNE . �. iiX 91 SURFACE APPLIED DECORATNENGRILL 28 1/4' _ 28 1/4' \ m z MAY BE USED D.L On. D.L OPG. u f MAXIMUM DESIGN LOAD RATING = + 80.0 PSF ' (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-D9 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 38 9/16' LEAF WIDTH TYPICAL ELEVATION ( XX ) ....... . .. .. • •• • • • • ••• • •• • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • %% w /N �m Z y qi L C moo: gjo Io tN or 0.50 l !0vi 3E C7 m ' O S IN v BIZ 3 NOTE: i fir' EGRESS REQUIREMENTS TO BE REVIEWED IV z' ITY BUILDING OFFICIAL Q N m 18 J r 4 V I n' Zy W h .mco: ri GLASS D.LO. FORMULAE: I I I I D.L.O. WIDTH = FRAME WIDTH - 12.438- (X DOORS) I = (FRAME WIDTH - 22.0-)/2 (XX DOORS) I I` D.L.O. HEIGHT = FRAME HEIGHT - 11.50' , � I o , I •I I b 21 ; F�I� i 14M 70502 I I I S I k %;c�ss�p°RDNG� j 18-36F j FL #26942 N�/I�ALI%IVN\. sheet 2 oi�101 �— - • • • SEALED 4/18/18 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDE ITES SIOEUTE SIDELITE WITHOUT FRAME WIDTH FRAME HEOff REINFORCING INCHES 94CHES afT.(+) INT.(-) 24 80.0 80.0 30 so'0_ 36 82 -80.0 80.0 j 80.0 39 80.0 80.0 42 74.3 74.3 24 80.0 80.0 30 80.0 36 84 80.0 80.0 39 Bo.O 80.0 42 74.3 74.3 24 80.0 80.0 30 B0.0 B0O 38 90 80.0 00.0 _- 39 BOA 42 74.3 74.3 24 80.0 50.0 30 96 2--0 ~ 80.0 36 80.0 TO 39 _ 80.0 90.0 24 80.0 30 98 _80.0 80.0 1 80.0 -00.0 36 80_0 39 80.0 80.0 low• I J. EXT. -_ _ SIDELITE FRAME WIDTH GLASS D O DIM D.LO. HEIGHT (SIDELtTE) FRAME HEIGHT - 11.50' D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.813' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 39 1/16' MAX. - r - sTDrzlt> w1o04 -_'� I� �% ,, •$ 13 1/2- t-• MAX. . Z b • .; 3. ! - {0 3 1/2- MAX .•• SILL gF z p, HEAD/SILLG ¢ a RN a CS 1,8 I OWE 0`a °& sz IQWdf % m o V I¢ Z z k m t. • `� of �Z n SURFACE APPLIED HJ W'� p J FALSE MUNTINS OR 'm w w L K W J DECORATIVE GRILL.�_ 34 1/1 \ I � rn m . MAY BE USED ILL OPC. n TYPICAL ELEVATION ( 0 ) (, STAND ALONE SIDEUTE 1 i0 i9 - ..a i • 0�o 1 I • •• • • • • ••• • �:••uceN .. ... N.. 70M • • •• • • • • • • • •� drawing na. • . omo..•' �' 18-36F . FL #26942 �",,'ONA11.I11 ` heeL 3 of 10 • • • • • • • • • • • • SEALED 4/18/18 • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDED E FRAME WIDTH SIDELITE FRAME HEIGHT HEIGHT WITHOUT REINFORCING WITH REINFORCING INCHES INCHES EXT.(+) I INT.(-) EXT.(+) INT.(-) 24 80.0 80.0 80.0 ' 80.0 30 _ 90.0 BOA _ 80.0 • 80.0 36 82 80.0 50.0 80.0 1 80.0 39 80.0` Bad-80.a 80.0 42 80.0 90.0 80.0 80.0 24 50.0 1 80.0 80.0 80.0 30 BOA 80.0 80.0 80_0 36 84 80.0 1 80.0 80.0 ! 80.0 39 80.0 80.0 80.0 a 80.0 42 80.0 80.0 80.0 90.0 24 80.0 80.0 80.0 80.0 30 50.0 80.0 00.0 80.0 36 90 80.0 80.0 80.0 -.. 50.0 39 80.0-80.0 80.0 _ 80.0 42 1 77.9 77.9 $0.0 'BOA 24 BO 0 80.0 $0.0 80.0 30 36 96 _ 80 0 80.0 80.0 80.0 80.0 80.0 75.5 75.5 39 69.7 69.7 _ 80.0 ti 80.0 24 80.0 80.0 80.0 80.0 30 36 98 80.0 80.0 i-15 -- 71 0 80.0 I 80_0 _ 80.0 80.0 1. 39 65.5 85.5 _ 80.0 80.0 REINFORCING AS REDD. SEE CHART J• _ EXT. _,____SIDELITE FRAME WIDTH DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITY SEE SHEET 3. FOR SIDELITE MULLION CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. fit v I!0 39 1/18' MAX. 77 7/8- 39 1 16' MAX. w ISIDELRE WIDTH - i / - -. DOOR FRAME WIDTH SIOELRE-WIDTH �I 76* MAX. 13 1/2- ,:I'--- DOOR OPNG. WIDTH MAX. Y� 3' HEAD HEAD h SILL ANCHORS 3 1/2' MAX. SILL !i AT STILE d MULLION ENDS I (4) AT 3' D.C.o, ijt•1 xi / HEAD/SILL G� �`I _ ry u CORNERS �j Q Fry - I v D uLh1 1, Qo Q 4 t ill r_-.j ____�:__ ---aF�= lip \ i I ! / (y �LL 1 �; � // I Q W OI f F IL i• I• ). w Flo li / u (F i (B; n o Z -Vt N K - I � of '--�1i. ..... -- _ II r ACTIVE �/ INACTIVE_ j11 _ 3i Q: SURFACE APPLIED H' j !('• \� `i-.__ to ' FALSE MUNTINS OR i I i!mw DECORATNE G18LL- 34 1/4� 28 1/4' 28 1/4" 34 1/4' _� jzE MAY BE USED D.L OPG..___._._ D.L OPG. O.L OPG. _ __ D.L OPG. c0i 1 LEAF WIDTH I J `o' I .- TYPICAL ELEVATION ( 0-xx-0 • • • • • • • • �� ': • vcE:N d 1� � � • • . • • _ No. 70M V. • • • • • ••• • • %� _ ��b�15, • • • • • • • • • • • drawing no. • • • • • • SS:„omor.•�� i 18-36F Fi. A26QA2 '//.�AAIAL ��1•.' _ - -- - •r(fill :- _ g v� IU, • • • • • • • • • • • • SEALED 4/18/18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/8' MIN. THROW BOLT PENETRATION U TYPICAL ANCHORS EDGE DIST. -SEE ELEVATIONS A FOR SPACING �Y�� x 23 �� I i I �—a -I WI - 1-1 PROPERLY SECURED -. -EDGE L67—_-z' 11BY WOOD BUCK • � �EDG � W ma's 1 TYPICAL ANCHORS y SEE ELEVATIONS FOR SPACING OR WOW BUCK �. NOW STRUCTURE .•hl SEE NOTE SHEET 1 _fir-_ _•-.I.BW 1; I TYPICAL ANCHORS- rn --SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TERP OLES: WI - 1/4" X 2" LONG WEEP SLOTS AT 8" AND 31" FROM EACH END W2 = 1/4" X 2" LONG WEEP SLOTS AT 5" AND 31' FROM EACH END POURED • HARDENED HIGH STRENGTH GROUT T'c - 5000 PSI MIN. NOT BY MR. CLASS MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS I� OPRONAL TO GROUT) -I EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL_ A.NCHOM: SEE ELEV. FOR SPACING 1/4- DA ACON BY 'Urn. (Fw-M KST, Fy-1155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 18Y BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT —FILLED BLOCKS (JAMBS) 1 /4" DIA TEKS OR C-(GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRmCAL EDGE DISTANCE INTO COMCRET� E�j )CIS W *41 ;IN.** INTO WOED STRUCTSRE =0 44" MIN.* • • • INTO METAL •STRLI1l:RE: = .4�/t' IN.: % • • WOOD AT HEAD, Ut•OR JA1;Al9 SC•— 0& AN. • • CONCRETE AT HEAD, SILL OR JAMBS f c = 30DO PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm 2000 PSI MIN. •• • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • METAL _EDGE DUST. !� STRUCTURE W w f �a i �Ix r TYPICAL ANCHORS - SEE ELEVATIONS FOR SPACING II F.B.C. APPROVED --_ -__-il 1� CUPPED MUWON Ij �I SEE SEPARATE tI APPROVAL W 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING vi DOOR DETAILS o��( I , i « I, •' 'I fQ. �--.. 'drawing no. '..,'�S;'•.20RTDT,.-��y' i 18-36F FL #26942 ��YS�QNAL)E [sheet g_otjp SEALED 4/18/18 1/4" MAX. 1/4• MAX. _ SHIM 3 j ° r SHIM O � �~ TYPICAL ANCHORS - -- \ I 1BY WOOD BUCK SEE ELEV.-_ - ---- - -- --- (1 13J . FOR SPACING ACTIVE LEAP �' ! - �^ I -F -. -_J_� P•S-i-i �, TYPICAL ANCHORS SEE ELEV. I - • , - - - �-"� - .ew FOR SPACING • `��' l`1• �t� EXTERIOR (23 METAL 125) STRUCTURE SPEC SHEET 5 t D.L.O. "•' " ---- -- - _,. LEAF WIDTH _-. ... LOCKS _ SINGLE DOOR FRAME WIDTH —SEE SHEET 8 FOR DESCRIPTION 1/4- MAX. CD TYPICAL ANCHORS J , J SEE ELEV. _ FOR SPACING _—_—� �1J ACTI.VE LEAF _ --- INACTIVE LEA---------------- ti^ i .� - EXTERIOR i25 i �10 i 12J 1 t2 _ _-_----_ LEAF WIDIH • • 600 • • • • • • • WIDTH --- ---- -- --- ---- DOUBLE DOOR FRAME WIDTH • • • • • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • VrV g 1/4• MAX.\� 11 _. ✓ Z as II W000 8t1CK C N - z z ORY / WOW STRUCTURE S; NOTE!SHEET 1 Esc 89a 1u ! t'd h x o IL0a4 e;, U)0.l EXi. i 1� W jtl O LL Z N TYPICAL ANCHORS SEE ELEV. I( a Oi f FOR SPACING Z n "o p o o - I a U � �Z 5 0 # � 1/4- MAX. SHIMS TYPICAL ANCHORS SEE ELEV. / FOR SPACING m 08 Oo mMm . / I LL :• I EXT.1. o 1 i to eI DOOR DETAILS, olo ; ```�1��1T11irTJ;rlA 1�'o I �p:••�n ll - No. 70582 oal �I =1'r ', ---no. 0 '• gT •�;/' drawing 'sQIVAL r��G�Y FL #26942 'r�,), II11111``` 18-36F h:, c. 6 orioi SEALED 4/18/18 TYP CAL ANCHORS EDGE DIST PROPERLY SECURED 29Y WOOD SLICK ...SEE ELEVATIONS IBY WOOD BUCK OR 4"u EDGE 0,ST FOR SPACING WOOD STRUCTURE 7-11 - -. . .4� . '. PROPERLY U SEE NOTE SHEET I METAL EDGE 'FIBY��i()OYD 0K j STRUCTURE I Fp�GE DISr EDCE�IST. z 0 =4j IME GoG-' 30 R �1.2 ------ ---------------- A I CLIPPED P MU 0 0, 11 SEE SEPARATE APPROVAL I dot I TYP CAL ANCHOR SEEI ELEVATIONS S )I TYPICAL ANCHORS I TYPICAL ANCHORS CFO FOR SPACING SEER SPACING ELEVATIONS L FOR SPACINGSEE ELEVATIONS --- 0 C II FO0 TYPICAL ORS SEE ELEVAT IONS DNS EE FOR SPACING 01 1/4' MAX. - SHIM-.— #12 X 1-1/2" TEKS OR 6 SELF DRILLING SCREWS AT 3-1/2- FROM ENDS ca AND 12" O.C. MAX. z _j I - g , [ul TYPICAL ANCHORS co SEE ELEV. Q) FOR SPACING z 21 Q-� EXTERIOR 0 rg D.L. OPG. 14�'(m co 2 - -7`.j SIDEUTE FRAME WIDTH ---DOOR FRAME WIDTH M FRAME WIDTH POURED & HARDENED TYPICAL ANCHORS HIGH STRENGTH GROUT to V. - 5000 PSI MIN. SEE ELEV. 1/4- MAX, I BY NOT BY MR CLASS FOR SPACING WOOD BUCK MIST TRANSFER SHEAR SHIM 1 4' MAX. _Lj — 1/4' MAX. LOADS TO STRUCTURE LOAD BEARING SHIM 20Y WOOD BUCK TYPICAL ANCHORS I OR TYPICAL ANCHORS SEE ELEV., (SOLID SHIMS WDCD`,STRUCTURE/'l SEE ELEV OPTIONAL TO GROUT) SEE NDtE SFIEET'f S ClIt FOR.SPACING 20, FOR PA SIDELITE DETAILS'2 J oV III 1 —1, i-i� i4 P.- IZ N0.70502 -I L6 jj _-'-_-EDGE DIST. OCT. • TYPICAL •o• ot SEE ELEVANCHOSPACINGlnONs o * a 0 \7:--" N- • . FOR SPACING of ........8 -36F L#26942 sheet 7 10, SEALED 4/18/18 LOCKS: OPTION Nl; 3 POINT LOCK ASSEMBLY DL01-6065 BY 'INTERLOCK USA INC.' (1) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2- DA- BOLTS WITH 5/8' THROW (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTTOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8- CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2' DIA BOLTS WITH 5/8" THROW AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8- CONNECTING RODS LOCK LOCATED AT 42-1/2• FROM BOTTOM H6HQ= SURFACE MOUNT METALLIC HANOLES AT 42-1/2- FROM BOTTOM FASTENED TO ACTIVE AND INACTIVE LEAF LOCK STILES WITH (2) 1/4-20 X 1-13/16' CONE HEAD MS (4) 1/4-20 X 5/16- SET SCREWS OPTION i2: SURFACE BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE. LOCATED AT 12' AND 68' FROM BOTTOM FASTENED TO LOCK STILE WITH 18 X 3/4" FH SMS (2) SCREWS PER SOLT INACTIVE IFAF CONCEALED FLUSH BOLTS BY 'SULLIVAN k ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 28' FROM TOP AND 12' FROM BOTTOM FASTENED TO LOCK STILE WITH /8 X 3/4- FH SMS (2) PER BOLT HINGES: 7-1/2- LONG ALUMINUM BUTT HINGES BY 'SULLIVAN do ASSOC.- AT 8• FROM TOP AND BOTTOM AND ONE AT MIDSPAN OF LEAF FASTENED TO FRAME WITH (6) /10 X 3/4" FH SELF DRILLING SCREWS FASTENED TO LEAF WITH (5) 010 X 3/4' PH SELF DRILLING SCREWS SEALANTS - ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SIUCONE. iTT:71 / I PART / RBQD. I DFSCREPTTON MA78RGL MANF./STJPPLEKR/RnUM 1 E3008 i AS REDD. (DOOR FRAME HEAD/SILL 608J-T6 _�- 2 E1018 ; AS REOD: I}FU FMVE E COR _ _ - _- 6063-T6 E3006 AS REDO. (DOOR FRAME JAMBI- 4 EJ011_ AS REOD. SIDELIIE TOP Q BOTTOM FRAME -- 6063-T8 —_ 5 ---E3007 AS REOD. SIDELITE JAMB FEMALE _--__ 8063_T6 - -- -- 6 _ E3009 AS REDD. SIDELffE JAMB MAIF I 6063-T6 _-.---. 7 E3010 _j_._'----. - _- I AS REQD. SIDEUTE SUP ON JAMB _ _8063-T6 9 E3001--- _.LAS REDD. LEAF TOP h BOTTOM RNL '--- - 6083-TB _i- ._-._-- 9 E3005 AS REDD. LEAF W'STRIP ADAPTER —I _6083-TB- 10 - E3002 AS READ. HNGE STILE 5063-76 - - 11 _ E3003- AS REDD_ LOCK STILE _.- ---_ -76 72 3 ._- STILE 6063=T6 I- 13 E3014 AS RD. ^SNAP COVER EO - 14 6063�T3 E30131 SIDELITE MUU10N REINFORCING _--_�. 6063-T6-._____—_.______.__-.._ 15 _E3013 AS REDD. SHEAR BLOCK 6_O83-T6 _.13' LONG 16 _ E3016 AS REGD. SMEAR BLOCK NUT SO&_T6 3• LONG 16A I E3015 2/ HINGE HINGE BACK-UP PLATE — --�- 8063-i6 8-1/2' LONG O FTi11ME, 4-3/4' LONG O LEAF 17 E9001 AS REDD. GLAZING BEAD (LAM. GLASS) 6063-T6 - 17A E9002 _ AS REDD. GLAZING BFAD (NSUL LAM. CLASS) _ BD53-79 18 _ E3012 _ AS REDD. INTERMEDIATE HORIZONTAL 18 AS REQO. INTERK)R GLAZING SPACER S4ITOPRENE DUROMEIER NOES SHORE A 20 j C10-04 _ AS REDO. (EXTERIOR GLAZING GASKET__SANTOPRENE CUR_OMETER 70*5 SHORE A 21 I- _ G3_0-02 AS REOD. W �DBLEFlN M R_ SE W'STRIPPNG SIHTOPRENE DUROMETER 70+5 SHORE A - 22 I W71325NK I AS REOD PILE WSTRIP%NG _ - I_._ _- - _1-_— - _._ __ -- j WOOL ULTRAFAB _ 23 1 _ G10-_OS _ t AS REOD. BULB 1YSTRPPINGSMOPRENE EPDM -- 24 _ 2/ LITE ISETIING BLOCK, 1' X 4LONG I EPOM AT 6• FROM EACH END, DUROMEtER 80*5 25 EAF 3 F107 L_BUTT HINGES / - r _ _ _ _ ALUMNUM SULLNAN h ASSOC. - 25A /10 X 3/4✓ - _ - I HINGE INSTALLATK)N FASTENERS - - - ST. STEEL FH SMS —_ - 26 /12 X 1-1/2' AS REDD. IFRAME ASSEMBLY SCREWSa _ ST. STEEL HWH SMS -- -- -- —_27 3/6 X 1' AS _ REOD. SHEAR BLOCK FASTENERS _ ST. STFFl HEX SOCKET HEAD SCREWS 28 j12 X 1-1/2' AS REDD. SHEAR BLOCK FASTENERS 5T. STEEL F"ALS S--- -- - •• ••• • • • • • •- • •• • • • • ••f • •• ••• •• • • • •• •• ••• • • • • • • • • • • • • • • • • . • •• • • • • • • • • . • . • . . • ••• • • • • ••• • • • •A. • • • • • % • • • • • • 0 • P9 AN, 1_ N0.70682 _ oil n� II {{ `�0 `. OF l drawing no. `.,' & •'. orxo►.• d:% 118-36F FL #26942 •'.S!olVA11��.�`' (er66t a of o SEALED 4/18/18 ---1.830 2.012 �1 T01'8P0 �1.855 _I i 5 090 i '9L_- flP 1.0731 .9� 1.073 .812 i TYP I I - 4.750 7 T 1 .115 r 3.800 3.1 25 I .538 �i -^ .83J �•I 4.000 17 GLAZING BEAD n GLAZING BEAD 1 1 LAM. GLASS INSUL LAM. GLASS 1 DOOR FRAME HEAD/SILL oeo 4.000 - 1.813 --I �-� 148 F 133 (e LEAF TOP/BOTTOM RAIL • �[VW171-f 1.58 9-•---1.750 _- I 1-080 Tm. 9� LEAF W'STRIP ADAPTER T TYP. 1.813 5.750 1.8134 - .098 i_ 3.800--- 080 1 HINGE STILE TYR 5.598 -- - 2.100 4.000 - - 2.241 .055 I. SIDELITE TOP &BOTTOM FRAME " � - --- y .080 TYP. .736 •� p ti LOCK STILE (ta INTERMEDIATE HORIZONTAL 2. FRAME COVER 51 5.598- �j r .080 TYR I r-300-.168 .063+ � 2.241 1 ':. I I 1.297 7 tat3 (IIJII 13 SNAP COVER ID.608 • M--3800 ---I ---2.027-- a.020 � .G6o TYP. 2.1I80 1.250 I 3, DOOR FRAME JAMB 16 SHEAR BLOCK NUT 12; ASTRAGAL STILE t HINGE BACK-UP PLATE 1s SHEAR BLOCK •^ 1.713 ^--•--2.524--a .936 • • • • • • M80ss •- • • - 8541- I 187 .100 1 4.020 4.020 .080 1 _t 1.026 -- 1.484 'S SIDELITE JAMB FEMALE (i'i SIDELITE JAMB MALE F080 - TYR 4.020 1.7tI60 3,80S 7) SIOELITE JAMB COVER 14 SIDELITE REINFORCING ••• • • • • ••• • • 0% • • • •• •• FL #26942 ........... N6.7059Z I �'• � ' drowing no. ' 18-36F SEALED 4/18/18 DOOR FRAME CORNER ir) I ;za 0 4 � i ,27 1 LFAE CORNER ....... . .. • • • • ••• • • • • •• • • • • ••• • •• ••• •• • • • •• .• ••• • • 000 • • • • • • • • s ••• • f ••• • • •• Y• {26 V �! O $�$130 04:00�0 3 W U. a?yOjh p '' i o112<g1 a lz Occ W Q��LL6 �Za_RI, J n 0 i� Z m oC, - a I g n�QQ V) FillO oQ< co of w �0- W ( Q ; W l �Z is 0' a drowin � n. o FL #26942 �''isi�Q AIfill„il`'" �eneet 10 of 10� SEALED 4/18/18 , 'Pra�fess�ona� egulafio�i �� .,�:•, I�,�II1 �„, pAPR H(» AAQIn DAPR DAnkDN',SIOHS 60MIAfi CAPH F da r Product Approval o �7USER: Public User 3 Product Approval Menu > Product or Application Search > Application List > Application Detai FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL19092-R2 Revision 2017 Approved I SH07 7RAWIPYSIS tiolando Nigaglioni, P.E. Consulting Engineer Approved 0 Approved as Noted ❑ efe ,ted By: L4-. , Date: Approval Is only for conformance with our design bads and criteria. Mr Glass Doors & Windows Inc. 8120 NW 84th St • • Medley, FL33166 ; .•. •••• ••••;• (305) 470-8284 • • • • • • • • ulises@mrglasswindows.com a**:** • • • i • • • • • i • *::::a Ulises Senaris ••• • • • • •••••• • • ulises@mrglasswindows.com 000000 • • • • • • 00000 • •••••• •• • ••••• •• as •• • •••••• • • • • • •••••• ••••% •• • • •• • • • • • Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. ,11 Validation Checklist - Hardcopy Received Certificate of Independence FL19092 R2 COI SS-MG-1000 Alum SGD (LMI-SMI)-CI 2017.pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code R Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 02/06/2018 02/06/2018 02/15/2018 04/10/2018 FL # Model, Number or Name Description 19092.1 MG-1000 Aluminum Sliding Glass Large missile impact resistant aluminum sliding glass door. Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19092 R2 II SS-MG-1000 Alum SGD (LMI)-2017 DWG W15-83.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad 70592 Design Pressure: +120/-140 Created by Independent Third Party: Yes Other: See installation drawing W15-83 for span vs load Evaluation Reports combinations and installation details. FL19092 R2 AE SS-MG-1000 Alum SGD (LMj)-PAE 2017.pdf Created by Independent Third Party: Yes 19092.2 MG-1000 Aluminum Sliding Glass Small missile impact resistant aluminum sliding glass door. Door Limits of Use Approved for use in HVHZ: Yes Installation Instructions • • • 0000 • • FL19092 R2 II SS-MG-1000 Alum SGD (5l )-k0NDWG Approved for use outside HVHZ: Yes Impact Resistant: Yes W15-103.p�f • •••••• •••• •• Verified By: Java Ahmad PE #70692 Design Pressure: +120/-140 Created by Independent Thitd'I ?ty!sYes ' • Other: See installation drawing W15-103 for span vs load combinations and installation details. Evaluation Reports • • • • • • • • FL19092 R2 AE SS-MG-106O:Ium*SGD (SPI)iPg'2017.ptf. Created by Independent Third Part : Yes •• •• •• • •••••• • Back Next • • • • • • • • • • • • •••••• Contact Us :: 2601 Blair Stone Road,. Tallahassee FL 32399 Phone: 850-487-18240 • • • • • • • • • The State of Florida is an AA/EEO employer. (;gpyright 2007-2013 State of Florida.:: Priv Statement :: Accessibility Statement :: Ref A;19tement 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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: 0NEE-0®RN-R® Credit Card Safe AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #611320-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name: MG-1000 ALUM. SLIDING GLASS DOOR Maximum Panel Width: 60" Maximum Frame Height: 120" Maximum Load: +120 PSF, -140 PSF (Small Missile Impact) Installation Drawings # WIS-103 FL 19092 Date:02/01/18 *see ...... .... ...... .... .... This product complies with the High Velocitv Hurricane Zone (HVHZ) testing rdt"wfients.••..�• The above maximum parameters do not occur simultaneously. • • • • • • • • • See installation drawings for combination of span vs loads. Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 101/I3.2/NAFS/TAS-202} ' TEST DESCRIPTIONQ i ` TEST. LOCATION TEST REPORTZ 3=TEST Tess DATE , ` ` REPORT # r . �: Sealed by ASTM E283 Air Infiltration Fenestration Testing 10/23/2015 8595 Idalmis Ortega, P.E. Leakage Laboratory 10/23/2015 8599 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. ASTM E331 Water Fenestration Testing 10/23/2015 8595 Idalmis Ortega, P.E. OR ASTM 547 & Penetration Laboratory 10/23/2015 8599 Idalmis Ortega, P.E. TAS 202 10/25/2015 8594 Idalmis Ortega, P.E. ASTM E330 Uniform Static Fenestration Testing 10/23/2015 8595 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory 10/23/2015 8599 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. ASTM F842 Forced Entry Fenestration Testing 10/23/2015 8595 Idalmis Ortega, P.E. Laboratory 10/23/2015 8599 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. 9360 Sunset Drive Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afcene.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST R� DESCRIPTION �, ,nTEST LOCATION TEST REPORT TEST.` TesE E�s. REPORT;# SQaled by FBC 1626.3 Small Missile Fenestration Testing 10/23/2015 8595 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory 10/23/2015 8599 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: �AHMAO,',, .��0p�P� No 7059 * Javad Ahmad PE # 70592 'z9`• sr of AI-Farooq Corporation EB # 3538 '0��t :A.. Sealed:2/5/2018 �'�hnn�Htt�� • • • • • • 1235 SW 87th Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afcene.com AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT February 5, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. MG-1000 Aluminum Sliding Glass Door - L.M.I MG-1000 Aluminum Sliding Glass Door - S.M.I Certificate of Independence Dear Sirs, As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest•i??bny company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, J PO 'AHM ��''�, No 70592 * 0. ST Of o R �•� Sealed: 2/5/2018 ONA� Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcens.com I alfarooq@afcens.com DESIGN LOAD CAPACITY - PSF AVEItAGE PANEL WIDTH INCHES DDOR FRAME HOW INCIE.i GLASS TYPES 'C', 'Cl', 'D' k 'D1' STD. ASTRAGAL HEINE ASTRAGAL JAMBS WITH OR W/O ANCHORS JAMBS WITH ANCHORS EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 48 54 60 82-7/8 100.0 100.0 120.0 140.0 100.0 100.0 120.0 140.0 100.0 100.0 120.0 140.0 100.0 100.0 120.0 140.0 88.9 85.9 1 106.7 124.4 80.0 50.0 96.0 112.0 30 38 42 48 54 60 84 100.0 100.0 120.0 140.0 100.0 100.0 120.0 140.0 100.0 100.0 120.0 140.0 100.0 100.13 120.0 140.0 88.9 88.9 106.7 124.4 50.0 80.0 96.0 112.0 30 36 42 48 54 60 90 100.0 100.0 120.0 140.0 100.0 100.0 120.0 140.0 100.0 100.0 1 120.0 140.0 100.0 100.0 120.0 140.0 8&9 88.9 106.7 124.4 - - 96.0 112.0 30 36 42 48 54 60 96 100.0 100.0 120.0 140.0 100.0 100.0 120.0 140.0 100.0 100.0 120.0 140.0 100.0 100.0 120.0 140.0 88.9 88.9 1 D6.7 124.4 - - 96.0 112.0 30 36 42 48 50 52 54 56 102 100.0 1DO.0 120.0 140.0 100.0 100.0 120.0 140.0 100.0 100.0 120.0 140.0 100.0 100.0 120.0 140.0 - - 115.2 134.4 - - 110.8 1292 - - 106.7 124.4 - - 102.9 120.0 30 36 42 48 50 52 108 100.0 100.0 120.0 1 140.0 100.0 100.0 120.0 140.0 100.0 100.0 120.0 140.0 100.0 100.0 120.0 140.0 - - 115.2 134.4 - - 110.8 129.2 30 36 42 48 50 114 - - 120.0 140.0 - - 120.0 140.0 - - 120.0 140.0 - - 120.0 140.0 - - 115.2 134A 30 36 42 Q 120 - - 120.0 140.0 - 120.0 - - 120.0 E.7Oi - - 120.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 EXTERIOR(+) LOADS SHOWN IN CHART ABOVE ARE FOR ALL DOOR CONFIGURATIONS EXCEPT TWO PANEL (XX) DOORS SEE SHEET 6 FOR TWO PANEL (XX) DOOR LIMITATIONS. •• ••• • • • • • • • • • • AVERAGE PANEL WIDTH - DOOR FRAME WIDTH • • • NUMBER OF PANELS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 1 FOR THE GLASS TYPE USED. STEP 3 USING CHARTS ON SHEET 4 SELECT HEAD ANCHOR OPTION WITH DESXIN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. STEP 5 FOR DOORS WITH LWN04ORM .LAMBS, USING SHEET 8 DETERMINE MIN. AND MAX. GAP DIMENSIONS. THESE DOORS ARE RATED FOR SMALL MISSILE IMPACT. F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. SHUTTERS NOT REDO. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. SERIES MG-1000 (S.M.I.) ALUMINUM SLIDING GLASS DOORSLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALT. BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING DR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE LTC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. • •ABCLING•TY COMPLY WITH SECTION 1709.9.2. • • • FL #19092 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND \\\' Pfl•q}I,�:'''j�� INSTALLATON OF THIS PRODUCT BASED ON THIS PRODUCT EVN.UATON \\ A •� PROVIOEO HE/SHE DOES NOT DEVIATE FROM THE CONgT10NS DETNLED �\ 'f�•' ON THIS DOCVYENT. ••' I B-TyIS PRODUCZ EVN.UATpIi DOCUMENT WILL BE CONSIDERED INVAID F N0Tom. •ALTWED BY 01 1.* • - - 7gp� C SRT•SPECIFIC CT� BE PREPMED DY A ROWDA REGISTERED -_ T� - .. i E • $IEFR.QR AyGN_ ACT YY..IGHLI BEWYE 1HE EINi1/FER OF RECORD (EON) � � � v �a TII PR ANI�WH WILL [R: RESPONSIBLE FOR THE PROPER •USt OF THE P.E.S. EI�INEZR OF RECORD, ACTING AS A DELEGATED drawing no. L}.G/EER TO THE RE.D. EIL•.MEER SINLL SlA1YR lb T15 UTTER 7HE SITE ' D�•••. SPECIFIC DRAWINGS FOR REVIEW. � 51�••...... G \\ W15-103 D THE P�SSIOWL SHALL BL�+EEEER Or RECORD THATP� R SIGNATURE of ��FJ� IQFIUAI ``\\\\\ sheet 1 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" HEAT STREN'D GLASS .060" Interlayef Troeifol PVB By 'Kunoray America. Inc.' \ �1/4" HEAT STREN'D GLASS 7 SILICONE DOW CORNING 795 0 DOW CORNING 995 I. 1 AT 1/4 POINTS ON LTTES WIDER THAN 36" ONLY GLASS TYPE 'C' 9/16" OVERALL LAMINATED CLASS 1/4" HEAT STREN'D GLASS 080" Intedayer �Saftex Clear And Color pass By 'Eastman Chemical Co. _1/4" HEAT STREN'D CLASS DOW CORNING 795 0 DOW CORNING 995 1 AT 1/4 POINTS ON L1TES WIDER THAN 36" ONLY GLASS TYPE 'D' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 1/4" TEMP. GLASS 3/B" AIR SPACE 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS 1/4" HEAT STREWD GLASS 060" Interlayer 080" Interlayer Tm ifol PVB Saflex Clear And Color Glass By 'Kuromy America, Inc.' By 'Eastman Chemical Co.' 1/4" HEAT STREMD GLASS 1/4" HEAT STREN'D GLASS SPACER SPACER ALUMINUM ¢ ALUMINUM m (6063—T5) F m (6063—T5) i_ G4 C4 G3 SILICONE SILICONE DOW CORNING 795 DOW CORNING 795 DOW CORNING 995 DOW CORNING 995 o• AT 1/4 POINTS ALL SIZES 1 AT 1/4 POINTS ALL SIZES • • • .. • • • . s • • . • • • ... . FL # 19092 GLASS TYPE 'CI' 'DI' • • • • • • • • • • • L7111Illrrr 1-3/16" OVERALL INSUL. LAM. GLASS GLASS TYPE 1-3/16" OVERALL INSUL. LAM. GLASS • • • • • • • • • • •�� "'VVVV GLAZING OPTIONS • • • • • • • • • • • • • • • • . • _ No. 705M • • •e • • • • • • • • • • a • • i .40moy`._• !ONAL V M o 1 N _ 3 OF q 0'. O p L�` V OGa'� v o�a CY O R O 0 4 b m Jp Q W a F U Z N 25 8 ~ i K� OV)irlm S Go 7 � o Z � r g toJR i d coow J r o n � drawing no. W15-103 HEAD ANCHORS U CLUSTER OF CLUSTER OF 3" MAX. r. 6, 8 OR 10 o 4 ANCHORS HEAD AT INTERLOCK/ASTRAGAL AT UNANCHORED CORNERS (SEE SHEET 4) JAMBS _ ,,_____-- Z ^ 3 3' MAX. HEAD ANCHORSHEAD ----------------- CORNERS __ 192' 0 ofl DOOR FRAME WIDTH d oil' v o a I oL�o r-- I I ---"II I 1 E1 E cj H II II K � G 1 1 ^ �RQ� 4 II II O � � ZI O n1 0 O 7 co �� II II lV 3 v co m 11 I I S C' O J R W II B 1� p o 42 1 /8' 42 1 /8' m c SILL ANCHORS / FALSE MUNRN D.L.O. D.I-O. � CLUSTER I' 2 �e1 OPTIONAL / u -' cOi _ AT UNANCHORED t 49 7 16' JAMB ANCHORS JAMBS PANEL WIDTH 49 7/16' o PANEL WIDTH JAMB OPTION W/0 ANCHORS (108' MAX. DOOR FiEKAO] i t . ��•• i '-- SHLL ANCHORS o 0 (MAX. DESIGN LOADS - 1100.0 PSF) • '--i •• • • • • ��___ o 0 SILL ANCNORSJ • • • • • • • • • CLUSTER OF 6 • • • • • • • • • • • • CORN$ILL `tAµ 1111111 1, DAYLITE OPENINGS WIDTHS: AT INTERLOCK/ASTRAGAL TYPICAL ELEVATION .`��Q�I�•'4 4 PANEL WIDTH - 7.313" TESTED UNIT • • • • DAYLITE OPENING HEIGHT: •• ••• PANEL HEIGHT - 8.0" • • • • • • • • 6 e NO. _ _ b 'I PANEL HEIGHT =DOOR FRAME HEIGHT - 2.625' • • • • • • • • • • • %� •' � drowin no. MAX. FRAME AREA OF S.G.D. SHALL NOT i OR1D�•.••' EXCEED FRAME AND PANEL AREA OF TESTED UNIT ''itSs+� ••• '`�� W15-103 PER FBC REQUIREMENTS. FL. #19092 'i//DI1111 111111 sheet 3 Of 12 ♦ • • • • • • e aealea: uo/zuTa • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • HUD ANCHOR LOAD •• ••• • • • • • •• • •• • • • • • • •• • • • • ••• • • • • • • • • • • • • `YY11111tlll", • ••• •• • y-Yw'Y •• VCEN • • • • • • • N0.70592 =_ • • • • • ••• • • �� • •• • • • • i • • ��' ' • • • • • %O '''�•'•. FL #19092 �0 A�Y� �� •• • • • • ••• • • } 3 a 6 a V 6 C Z q h F z Q a S O �ryogl �du 0' C O 8 L")'M � IL 0 0 Q O W LL (i ZgE O ab�f � K O O N c7 7 N O o O O U a Z n r n Z �j W O �1p 1 $ V M co N o 3 e Z O J M N U moot W 0 `u u O c o 0 0 m c° R c I o c • drawing no. W15-103 4 of 12 CAPACITY - PSF • • 0 • • SF•1 SPACE 1/2" MAX. SII�I 3/8" MAX. 3HO[ 1/4' MAX. SHIM ANCHOR TYPE ANCHOR TYPES T. 'B' k 'C' ANCHOR 'TYPE 'A' ANCHORS 'B' 8: 'C' ANCHOR TYPE 'A' ANCHORS 'B' k 'C PANEL WIDItI �O 000a FtauE FE1CIIf 1NC16 e ulcaoes AT IOO. afro E11DS a ercllnes AT YTC. STnB >eHDs to AtIC80R3 AT 1(IC. stnd elm a ANc9oRs AT YTO. 9TnB ems a ANC8893 A7 IBO. 87DB em9 a ANCHORS AS lll'0. Sma ems a ANCHORS AS Y7C. STnl ENDS a ARCH099 AT M. mum a ARCBOAB AT MG. 817f.6 ems a ANCHORS AT Iflt;. SrOE ems EXT. (+) M. - EXT. (+) M. - EXT. (+) M. - FXf. (+) M. - EXT. (+) M. - EXf. (+) INT. - EXT. (+) M. - EXT. (+) IM. - E%f. (+) IM. - EXT. (+) M. - 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 38 .0 140.0 140.0 140.0 140.0 140.0 1 w.0 140.0 140.0 42 82-7/8 .0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48 .0 140.0 140.0 140.0 1 w.0 140.0 140.0 140.0 140.0 54 F114.3124.4 124.4 124.{ 124.4 124.4 124.4 124.4 124.4 124.460 .0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.030.o1w.o1w.oIw.o1w.o1w.oIw.oIw.D1w.o36 .0 140.0 140.0 1w.0 1w.0 1w.D 1w.0 1w.0 iw.0 42 � 140.0 1w.0 1w.0 140.0 1w.0 140.0 1w.0 1w.0 1w.0 Iw.O 48 128.9 1 w.0 140.0 140.0 140.0 140.0 140.0 1 w.0 140.0 140.0 54 112.8 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 60 101.5 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 30 1w.0 1w.0 1w.0 iw.0 1w.0 1w.0 1w.0 1w.0 1w.0 1w.0 36 1w.0 Iw.O iw.0 1w.0 iw.0 iw.0 iw.0 1w.0 1w.0 1w.0 42 90 135.3 140.0 140.0 140.0 140.0 140.0 140.0 1 w.0 140.0 140.0 48 118.4 140.0 140.0 136.8 140.0 140.0 140.0 136.8 140.0 140.0 54 105.2 124.4 124.4 121.8 124.4 124.4 124.4 121.8 124.4 124.4 60 94.7 112.0 112.0 109.4 112.0 112.0 112.0 109.4 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 38 1w.0 iw.0 1w.0 140.0 1w.0 140.0 1w.0 140.0 1w.0 1w.0 42 98 128.9 1w.0 1w.0 140.0 1w.0 1w.0 1w.0 1w.0 140.0 1w.0 48 111.0 1w.0 1w.0 128.3 1w.0 139.4 iw.0 128.3 1w.0 1w.0 SL 98.7 124.4 124.4 114.0 124.4 123,9 124.1 114.0 124.4 124.4 80 88.8 112.0 112.0 102.E 112.0 111.5 112.0 102.8 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 139.3 1w.0 1w.0 140.0 1w.0 1w.0 1w.0 1w.0 1w.0 iw.0 42 119.4 140.0 1w.0 137.9 1w.0 1w.0 iw.0 137.9 1w.0 iw.0 � 102 104•5 139.3 1w.0 120.7 140.0 131.2 Iw.O 120.7 1w.0 iw.0 50 100.3 133.7 134.4 115.9 134.4 125.9 134.4 115.9 134.4 134.4 52 98.4 128.8 129.2 111.E 129.2 121.1 129.2 111.4 129.2 129.2 54 92.9 123.8 124.4 107.3 124.4 118.E 124.4 107.3 124.4 124.4 56 89.5 119.4 120.0 103.5 120.0 112.4 120.0 103.5 120.0 120.0 JO 1w.0 1w.0 1w.0 iw.0 1w.0 1w.0 1w.0 1w.0 1w.0 1w.0 36 131.6 1 w.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 108 112.8 140.0 140.0 130.3 140.0 1 w.0 140.0 130.3 1 w.0 140.0 48 98.7 137.6 Iw.O 114.0 1w.0 123.9 140.0 114.0 140.0 iw.0 50 94.7 126.3 134.4 109.4 134.1 118.9 134.4 109,4 134.4 134.4 52 91.1 121.4 129.2 105.2 129.2 114.3 129.2 105.2 129.2 129.2 30 1w.0 140.0 1w.0 140.0 iw.0 1w.0 1w.0 1w.0 1w.0 1w.0 36 124.8 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 114 106.8 1w.D 1w.0 123.4 1w.0 134.1 iw.0 123.4 1w.0 1w.0 48 93.5 124.E 1w.0 108.0 1w.0 117.3 1w.0 108.0 Iw.O 1w.0 50 89.7 119.8 134.4 103.7 134.4 112.7 134.4 103.7 134.4 134.4 30 1w.0 1w.0 1w.0 1w.0 1w.0 140.0 iw.0 1w.0 140.0 1w.0 J8 120 118.4 1w.0 iw.0 136.8 1w.0 1w.0 1w.0 136.E 140.0 140.0 42 101.5 135.3 1 w.0 117.3 140.0 127.4 1400 117.3 i w.0 140.0 0 46 88.8 118.4 iw.0 102.8 136.8 11t.5 1w.0 1026 136,8 1w.0 • • • • • • • • • • • ••• • • • ••• • • MIN `K)- I-l"fl OXO (SHOWN) 0XX0(sHowN) —T� H J -o o- XX (SHOWN) Em�V Z �n I- w O v� vq Ono NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Q IF 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN LL ? N - 8 SHEET 1. a 3. FOR ANCHOR DETAILS SEE SHEETS 6 THRU 9. Q a . f • • • • • • • • • • ••• • • • ••• • • � 3 g� 3 R :3 ONMN 8VM °O c 3 N a3 g coo�� 7 o:�W m FL #19092g AN'ygo�'. No.70592 *RI a A drowing no. rss�ONAL1`��`� sheet g o112 Sealed: 2/5/2018 TYPICAL ANCHORS FOR SPACING TYPICAL ANCHORS IN PAIRS V 114 � �Y o vl Z m 3 Q z Q+ d e O o G a p � W FOc O�iH^ U;V QQ O 0.012,211 0: .i auj WEEPHOLES: :1 ((pp� W pj W1 - 1/4- X 1-1/2" LONG WEEP HOLES AT 5 1/2" 01 f F 0 FROM EACH END AND 16" O.C. W2 = 1/4- X 1-1/2- LONG WEEP HOLES Vf ? '� m (1) AT FIX. PANEL 1 0 + (3) AT MOV. PANEL $ co ii L.I z 7 Vl K to O N M l7 m00 0 " FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED AT TWO PANEL (XX) DOORS ONLY I N p � WITHOUT SILL RISER LIMIT MAX. EXT.(+) LOADS TO 70.0 PSF FOR 3-5/8" SILL RISER LIMIT MAX. EXT.(+) LOADS TO 80.0 PSF 0 FOR 4-5/8- SILL RISER MAX. EXT.(+) LOADS 120.0 PSF c II �I o II II If ll II II o o 11 q I �in I n x c o N a > • li• '� • I• • N 1 • I• • o • • • I• • • ````\\\\111111111j1'I'' J........... n • • • _ 140.70582 , drawing no. W15-103 • • • • • SEE ELEV. FOR SPACING ••• • • • • ••• • FL #19092 • • • • • • • • oudluu. OO/Lu 10 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • WOOD STRUCTURE METAL STRUCTURES EDGE 1/8' THK. __ _________________ mr. I I EDGE DIST. 4' MIN. II F.B.C. APPR'D MULLION L14--STAGGERED STAGGERED i SEE SEPARATE APPROVAL i W tNv ~ Z h 2 V Z V LL WS WZ co, \JN \JN 0d�iC ° 717MAMRS CHORS TYPICAL ANCHORS TYPICAL ANCHORS Q 6 IN PAIRS IN PAIRS LL Z SEE ELEV. SEE ELEV. SEE ELEV. j 381 , FOR SPACING FOR SPACING FOR SPACING Q 6 9 f V 1BY OR 29Y WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 5/16" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 29Y BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4' MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) DIRECTLY INTO CONC. OR BLOCKS 2' MIN. EMBED INTO CONCRETE (JAMBS) 2' MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) TYPE 'B'- 5/16' DUl ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE 2' MIN. EMBED (HEAD/SILL) TYPE 'C'- 5/16' DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AT HEAD/SILL = 2-3/16' MIN. INTO CONCRETE AND BLOCKS AT JAMBS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc - 30DO PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. •• ••• • • • • • • • • • • • • •• • • omE a o 0 I • • • • • • • • • - No. 705920.0 drawing no. W 15-103 • • • • • • • • • • • '•. A Z. �SS�o�uA� E'•�. FL # 19092 VVVI/1111111111�` sheet 7 of 12 000 • • • • • • • • • Sealed: 2/5/2018 • • • • • • • • • • • • • • • • • • • • • • 000 0 0 0 ••• • • TYPICAL ANCHORS SEE ELEV. O ANCHORED JAMB O © STD. ASTRAGAL {� ^� o FOR SPACING FIX. PANEL WIDTH 014 X 2-7/8- FH SDS AT 5" FROM ENDS I E4 D.L OPG. CS Gt E6 E6 AND 11" O.C. E7 G1 3 °j i IL 1'1 G7 f Q ILC0 O � � r LA 1 = s a J �� 01 F G9 MB 52 � � E9 cfi EXTERIOR E6 Z E6 E6 D.L OPC. � 1 O 1BY OR 29Y WOOD BUCKS PANEL WIDTH Q Q �j C + n 1/2• MAX. MAX. DOOR FRAME WIDTH z R LOAD BEAPoNc sHIMs 8 REINF. ASTRAGAL E1 UNANCHORED JAMB /14 X 2-7/8- FH SOS AT 5' FROM ENDS co AND t 1' O.C. Alt ; + C1 LS p g c�o�R Z n •° I O 1�I L—L c O LZ _ - _ - - - K X _ f-oi U O�• SILICONE EXTERIOR • ••DOW CORNING 790DEPTH MIN — 3/8' MIN.1/4- • • • • • • • • • 3/4' MAX. GAP MAX. DOOR FRAME WIDTH • • • • • • • • • • • -111 n SEE NOTE BELOW NOTE: E10 �� Jp.�_AN �P;.• Ngf•.•.• .� 1 MAX. MOVEMENT CONSIDERED-100% STRETCH. ` PLEASE REFER TO SEALANT MANUFACTURER'S DATA MID APPLICATION • • • • • • • • • • N0. 70592 = MANUAL FOR COMPATABILRY OF SEALANT TO SUBSTRATE h WINDOWALL MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. • • • • • • • • • • • • • • • • • • • • REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. • • • • • • • • • • • • '• - drowin no. 9 • • • • • • 009 • 000 �� ALTERNATE SEALANTS AT JAMB CAPS CAN BE DESIGNED BY • • • • O '•. ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. GAPS LESS THAN 1/4- MAY BE DESIGNED BY ENGINEER OF RECORD BY �°`� O�''•�,[�`��` S/ '• W15-103 THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. �`�� FL #19092 FYI/�NAL1111� sheet $ Of 12 • • • • • • • • • • • Sealed* 2/5/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �4ftu TYPICAL ANCHORS SEE ELEV. "+ g W 2 O:o ' 0 � O g VSEE zry9FIg 04TYPICAL ANCHORSPICAL ANCHORS ZSEE ELEV. ELEV.QFOR SPACING R SPACING METAL O STRUCTURE _ U.q1 EXT. Z_ H RiY .- 1/2' MAX. rn o 0 LOAD BEARING p 0 i MAX. DOOR FRAME WIDTH 1/2' MAX. SHIMS S O n 1/2' MAX. Z MAX. DOOR FRAME WIDTH LOAD SHIMS LOAD BEARING S SHIMS ral TYPICAL N $ 0 M 00 1 ANCHORSSEE ELEV O DRILL NO 7 ] J n i r FOR SPACING K AND TAP FOR 1/4'-20 a 3 o Z i m $ �0 SET SCREW 1/4'-20 x 3/4' 0 w AT 4" FROM TOP & BOTTOM AND (2) AT MIDSPAN AT 6' O.C. c 0 • O • • • • • • • • • • • • C O o. VERTICAL SLOT • • • • • • • • •> 0.257'• a 1/2' LONG CENTERED • • • • • • • • • • • o c° WITH THE SET SCREWS. • • • • • • • • • • • • • • • • • ```�11111111 UT,T' 1/2' MAX. MAX. DOOR FRAME WIDTH J'''i S •� LOAD BEARING YY SHIMS • • • • • • • • • No.70582 • • • • • • • • • • • O A drawing no. ss.,..... W15-103 FL #19092 'a,!OlVAL1E�.�` $Heel s ot12 • • • • • • • • • • • • Sealed- 2/5/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5.687-ryI .417--1 r 4.374 4 0 .125 I I .452� 1� o 1 n 1.173 Z q 3 1.76� -1 F2.625 .1104.000 1.547 1.000 Q @ a 3.050 jl- iyd F«1.550-�i 1.250 F� 3.6J3 4.374 .125 2.21 O ^ L0 iFwuV I O80 m G C Et FRAME HEAD/SILL F�2250--� I 0 N 0 & ur.4 125 E14 1.173 0 6 O Q 412 EB PANEL RAIL/STILE SILL RISER (OPTIONAL) CORNER KEY 0 Y1 N G J L I� 1 805 1.370 I .452-{ j•� j- 000-1 � Q FRAME COVER � .125 7 I I I I W 2.492 2.635 .750 O -•� 1.467 2 000 - U n I 2.547 N Z m 2.750 1 Y .075 2.412-L 4.63J�1 g p � 2.82s n R � PANEL INTERLOCK 055 •080 ALIGNMENT CORNER .� 241 Al ST. STEEL = Fes. c�Oo N " I I �•II M N E3 500 �-1 .840 Fes- E15 �j8S5r °0 .230 I r_ � o JAMB COVER O _I . j---2287 �{ SILL RISER (OPTIONAL) 9� ,060 1, " •9.- 1 073 z INTERLOCK COVER o R 833 m m [-.657 E11 E1T rI O .090 47L 628 I GLASS STOP (LAM. GLASS) GLASS STOP (INSUL. LAM. GLASS) 1.700 J.� .O6 1.250 5.400 I TRACK --1 1.135 2 1.750 1.550 E13 • O .720-^i M- .125 2.180 • • • • • • • • • • • • c • • • • • • • • • • 0 o �{ • • • • f • • • • '`j C E4 FRAME JAMB � I •186 • • • • • • • • • • • • • • • • • • • • 1111111 0 6.450 1.300 2.750 • • • • • • • • • • • • %�111 AL.117j/7� n j�2.635� �I 1.730 izs 1.550 .... ' s M 1.467 .075 1.850 1.570 :0. • • •• • • f • • • • o • • • • • • • • • - ; 0 .060-�iG--- • • • • 000 000 • • • • ��'•. 9 drawing no. • • • 2; THRESHOLD JAMB CAP E10 E73 FL !J[� 19092 � W 15-103 / REINF. ASTRAGAL 5TD. ASTRAGAL # ''�ss'�AL `' ``• /j11 r 111111// fheet 10 of 12 • 0 • • • • f • • • Sealed: 2/5/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM 0 PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS El 1000-E-1001 2 FRAME HEAD/SILL BOOS-TS - E2 - AS READ. FRAME COVER 6063-T5 _ E3 - AS REOD. JAMB COVER 6063-T5 - E4 1000-E-1002 2 FRAME JAMB 6063-16 - E5 1000-E-1005 AS REOD. THRESHOLD/JAMB CAP 5063-T5 - E6 1000-E-1010 AS REDD. PANEL RHL/STILE 6005-1`5 - E7 1000-E-1011 AS REQD. PANEL INTERLOCK 6005-T5 - E8 1000-E-1018 AS REOD. INTERLOCK COVER 6063-T5 - ED 1000-E-1007 1/ MOV. PANEL TRACK 6005-T5 E10 10DO-E-1013 AS REOD. REINF. ASTRAGAL 6005-15 - Ell IOOO-E-9001 4/ PANEL GLASS STOP (LAM. GLASS) 608.T-T6 - E12 1000-E-9002 4/ PANEL GLASS STOP (INSUL. LAM. GLASS) 6063-T6 - E13 1000-E-1012 AS REDD. STD. ASTRAGAL 6005-T5 _ E14 MGR-1014 AS REOD. 3-5/8' SILL RISER 6063-T6 OPTIONAL E15 MGR-1019 AS READ. 4-5/8' SILL RISER 5063-TS OPTIONAL Gi M71325NK AS REOD. TRI FIN PILE W STRIPPING - ULTRAFAS G2 - AS REOD. COMPRESSION CASKET EPDM DUROMETER 7Dt5 SHORE A G3 - AS REDD. OFFSET GLAZING GASKET SANTOPRENE DUROMETER 7025 SHORE A G4 - AS REGO. WEDGE CASKET EOM DUROMETER 70+5 SHORE A C5 E518 AS REGO. AIR SEAL GASKET SANTOPRFNE ULTRAFAB GB E238 AS REOD. INTERLOCK GASKET POLYPROPYLENE ULTRAFAB G8 - - 1/4' THK. FOAM PAD POLYETHYLENE - G9 - - AIR SEAL BRIDGE AT INTERLOCK POLYAMIDE - G1O - - AIR SEAL BRIDGE AT MTG. STILE POLYAMIDE Gil - AS REOD. SETTING BLOCKS EPDM DUROMETER 50*5 SHORE A Al - - ALIGNMENT CORNER ST. STEEL - A3 - - CORNER KEY 6083-T6 _ LI PS01-7002 - 2 POINT MORTISE LOCK • HANDLE - INTERLOCK L2 PSO1-7102 - 2 POINT MORTISE LOCK 6: HANDLE - INTERLOCK L3 PS01-1005 - ADJUSTABLE STRIKER - INTERLOCK L5 - - LOCK RECIEVER 5063-T5 - M1 - 2 PANEL ROLLER ASSEMBLY AT 9' FROM ENDS ST. STEEL/ACETA14 FASTENED WITH (2) 12-24 X 3/4' PH MS M6 - AS RE00. PANEL GUIDES NYLON M7 - AS REDO. PANEL GUIDES NYLON - S1 #12 X 1 1/2" 4/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SOS 52 10-24 X 1/2' AS REOD. INTERLOCK FASTENERS. AT 6" FROM ENDS AND 12' O.C. ST. STEEL PH TC MS S3 /8-18 X 1/2' AS REDD. LOCK RECIEVER FASTENERS AIM 304 PHILIP PH SMS S4 1/4-20 X 1/2" AS REOD. PANEL ASSEMBLY FASTENERS ST. STEEL FH SMS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. LOCKS: SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK AT 38-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 10-24 X 1/2' FH TC MS SURFACE MOUNT METALLIC HANDLE AT 38-1/2' FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 8-32 X 2-5/8' FH MS SURFACE MOUNT METALLIC KEEPER FACING LOCK AT 38 1/2' FROM BOTTOM FASTENED WITH (1) /14 X 2-7/8' FH SDS AND (1) 12-24 X 1/2' PH MS •• ••• • • • • • •• •• ••• •• • • • •• •• • • • • • ••• • • . • • • . . . • . . • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 000 0 0 to 116av o� IL r�r c ci W '4 a 9 m m JOB SaLononL��JJ� y� Q W O f F ♦ ' EN N0.7O592 A • • drawing no. 0..Ot. ��;� Wt 5— FL #19092 ♦♦♦S��IALLY7��`` sheet11ott2 S4 Al m • • • • • • • • • `�111111111/1/' • • •• 000 • • • Y • • • FL A #19092 AL fill • • • • • • • • • • • •• •• • e • •• �• ••• 0 0 • ••• • • n e V� drawing no. W15-103 N.W. 1st AVENUE om �r I i BOUNDARY SURVEY M •lagpo L OCA TION MAP NOT TO SCALE N.W. 1st AVENUE LOT 14 LOT 13 LOT 15 sZ LOT 16 LOT 11 I LOT 17 LOT 10 OD rF LOT L T 9 A Iq PROPERTY ADDRESS: 82 NW 98 ST., MIAMI SHORES, FL. 3$15D•• : • • •" •" • • • :0*00• • LEGAL DESCRIPTION: LOT 11 AND THE EAST 1/2 OF LOT 12, BLOCK 1290,UrMIAM1 SHORES SECTION 6, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 39, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUTTHE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8)THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 11) ELEVATIONS BASED OFF OF BM# N-603-R LOC# 3250 SW ELEV. 8.11' ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNNG PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. BEARINGS WHEN SHOWN ARE REFERRED TP AM ASSUMED VALUE OF SAID PB: 10 PG: 39 - CONCRETE ®- CONC. BLOCK WALL B.C.- BLOCK CORNER e = PROPERTY LINE U.E.- UTILITY EASEMENT A.E. - ANCHOR EASEMENT P.R.C.= POINT OF REVERSE CURVE CH - CHORD ELEV.- ELEVATION SINCE 1987 ®= WOOD DECK ®= COVERED AREA CENTER LINE MONUMENT LINE " D.E. - DRAINAGE EASEMENT ENCR.= ENCI20ACHEMENT CH. BRG.- CHORD BEARING B.M - BENCH MARK SEC.- SECTION _TOWNSHIP RG. I HEREBY CERTIFY THAT THE SURVEY REPRESENTED THEREON MESS THE MINIMUM TECHMCAL REWIREMENTS BLANCO SURVEYORS INC. NOT VALID UNLESS EMBOSSED WITH SURVEYORS SEAL �= ASPHALT ALC.- CALCULATED F.F. ELEV. - FINISHED B.R.= BEARING REFERENCE =RANGE SWK- SIDEWALK A00PTED BY THE STATE OF FLORIDA - x-x-- CHAIN LINK FENCE (CLF) M.- FIELD MEASURED P, - PER PLAT FLOOR ELEVATION P.O.A= POINT OF COMMENCEMENT BOARD CF LAND SURVEYORS PURSUANT TO SECTION 472.027 FLORIDA Engineers • Land Surveyors • Planners • LB # 0007059 WOOD FENCE (WF) �-= IRON FENCE (IF) 17P. = TYPICAL a PERMANENT N.T.S.= NOT TO SCALE P.O.B.= POINT OF BEGINNING T.B.M.- TEMPORARY BENCH MARK STATUTES.THERE ARE NO ENCROACHMENTS, OVERLAPS, EASEMENTS APPEARING ON THE PLAT 555 NORTH SHORE DRIVE �r A ARC DISTANCE REFERENCE REFERENCE MONUMENT P.B.= PLAT 800K O.R.B.= OFFICIAL RECORD P.O.B.= POINT OF BEGINNING T.B.M.= TEMPORARY BENCH MARK OR VISIBLE EASEMENTS OTHER THAN AS SHOWN MIAMI BEACH, FL 33141 L. LENGTN e= CENTRAL ANGLE / DELTA R - RADIUS P.C.P.= PERMANENT CONTROL POINT FO. NAIL - FOUND NAIL BOOK M.H.= MAN HOLE C.B.S.= CONCRETE BLOC( FD. I.R. - FOUND IRON REBAR FD P.K.NAIL - FOUND PARKER-KALON NAIL HEREON. 'i (305) 865-1200 Email: blancosurveyorsinc@yahoo.com Fax: 305 865-7810 ( ) , T -TANGENT FD. D/H - FOUND DRILL H STRUCTURE Rik- PROFESSIONAL SURVEYOR AND MAPPER �� 1 i `� FLOOD ZONE: X SUFFIX: L FEMA DATE: 09 / 11 / 09 BASE: N/A P.T. - POINT BLDG BUILDING A/C - AIR CONDITIONER PAD I 1 : Sj OF TANGENCY P.C. FD. 1/2" I.P. - FOUND IRON - TX= TRANSFORMER �_ ��x.4 REVISED: - POINT OF CURVATURE P.C.C.- POINT OF COMPOUND PIPE 1/2" DIAMETER C.M. - CONCRETE MONUMENT O.H.L.- OVERHEAD UTILITY LINES P.P.- POWER POLE PANEL: 0302 COMMUNITY# 120652 ADIS N. NUNEZ DATE: SCALE: DWN. BY: JOB No. CURVE C.B.- W.M.= WATER METER TEL.- TELEPHONE FACILITIES D.M.E.- DRAINAGE & MAINTENANCE EASEMENT 0.0'- EXISTING ELEVATION CATCH BASIN CAN - CABLE UTILITY BOX R/W - RIGHT OF WAY REGISTERED LAND SURVEYOR STATE OF FLORID S5824 12/21/18 ill= 20' R.BELLO 18 - 782