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WS-19-2700Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit N£!.: WS -11-192700 Permit Type: Windows/Shutters Ulork"Classification.- Window/Door Replacement Permit status: Approved Issue Date: 11/18/2019 I Expiration: 05/18/2020 Parcel Number 70 NE 97TH ST, Miami Shores, FL 33138 1132060130760 Contacts Description: REPLACE 1 WINDOW Valuation: $ 800.00 Inspection Requests: 305-32-4!949 Total Sq Feet: 0.00 Fees Ximena Abondano Owner 7097 HURRICANE WINDOW AND SCREEN Contractor ALAAMAL MOHAMMAD 8515 129 TER, MIAMI, FL 33156 Business: 3052358110 installation@hurricanewindow.com $50.00 CCF $0.60 Description: REPLACE 1 WINDOW Valuation: $ 800.00 Inspection Requests: 305-32-4!949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.20 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $126.55 Building Department Copy Payments Date Paid Amt Paid Total Fees $126.55 Credit Card 11/18/2019 $126.55 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 cpntractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date November 18, 2019 Page 2 of 2 Miami Shores Village ENTERED 1 Building Department rnv 12 2 19 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 WWI Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201"1 BUILDING Master Permit No. PER IT APPLICATION Sub Permit No) -q V S —I 7UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL M PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR JOB ADDRESS: A O INC— !� A S" - City: Miami Shores County: Miami Dade Zip: DRAWINGS Folio/Parcel#: 1 y U C1 \ O-�c Is the Building Historically Designated: Yes NO _ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): X I iM\\J2/�� ii o 0� i Q it � Phone#: Address: O AC / , � � S''C City: �io.. N\ State: Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: V `c`c i C0.0 RO o Cn! S CSC 9 4Phone#: 30 Address: D S % !:� c'j I� ,'\C, , City: IM . Q� M State: ';�_ \ Zip: Qualifier Name: <�v C'l M/`n OA Til p`� t� Phone# �3 :At %e State Certification or Registration #: A h o 1 \\ 5 �� Certificate of Competency #: DESIGNER: Architect/Engineer: Imp'c 1C 6-RA'sc- Phone#: Address: / 5) ),a S �,rQ % % AvA— City:m WA \ State' zip:�— Value of Work for this Permit: $ 9 © © Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New epair/Replace ❑ Demolition Description of Work: & Kk ) r"' C R 1 W , n p' r, I Specify colo=cl hru tile: Submittal Fee $Permit Fee $ Scanning Fee $ Technology Fee Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ _ Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ j 2 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 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 \/O1"o. Cl - OWNER or AGENT The foregoing instrument was acknowledged before me this -0, day of 20by �� t 1. who is personally known to me or who has produced —b--4-0,,uJ^J as identification and who did take an oath. NOTARY PUBLIC: Sign: ,� _�,� nA Print: F�'t�f5�l `vl/1 , •►�'N MFAEL E MAftQUEZ W. MY COMMISSION # GG021946 EXPIRES August 16, 2020 Signature CONTRACT R The foregoing instrument was acknowledged before me this day of " �\ v 20 , by e� J oMq ho is pers ally known to me or who has produced o h/ as identification and who did take an oath. NOTARY PUBLIC: ER SHA Sign: .° P"Y' 8� ; a otary Public Cornmiss on Print: mmi Bio E it s Seal: ************************************************************************ APPROVED BY LY "'6 q Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: � 1 Qualif r/Owner/Signatu e Date Print Name -7A,-s /-'i aAy v. 2�o► � b1 �\oNcl wAo , 4 A I J km IL I 7Z 14 "nYp MAHE _ SP L ��O ��_ate of Florida - St _ Notary PublicCommission # GG 254505 %'FBF F o MY Com mission Expires September 63, 2022 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 JOB NAME/ADDRESS: RESIDENCE LOCATED AT 70 NE 97th STREET MIAMI SHORES, FLORIDA 33138 DESIGN CRITERIA ,r,l FLORIDA BUILDING CODE 2017 D WIND CODE: ASCE 7-10 � MEAN ROOF HEIGHT: 15.00 rc ZtBCt EXPOSURE: C �•.•'4'Z` BUILDING RISK CATEGORY II stixan s ones a@bellsouth.net CONSTANT: 0.00256 (GCPI): 0.18 WIND VELOCITY (V): 175 OF Ft O (Kd): 0.85 RjO AR D R�9 EXPOSURE ADJUSTMENT (Kz): 0.849 I � : � •,-� (Kzt): 1 �Q FLAT ROOF: N/A — — 0.. • AIt0017521 ; h Q= 0.00256(Kz)(Kzt)(Kd)(V)A2 156.58 p.s.f. SCJ W= Q (GCP +or- GCPI) ��C/S, ' • �'� TFR G�► P= 0.6 w .......... (ASD) 1✓ ED AR P= W ............... (LRFD) 1' CALCULATIONS PROCEDURE EXAMPLE, USING MARK (A) W(+)= ..............56.58 p.s.f. ( 0.9807702 + 0.18) = +65.68 p.s.f. ..........P(+)= 0.6 (+65.68 p.s.f.) _ +39.41 p.s.f. W(-)= ..............56.58 p.s.f. (-1.3615403 - 0.18) = -87.22 p.s.f. ...........P(-)= 0.6 (-87.22 p.s.f.) = -52.33 p.s.f. WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.Ft.= 25.69 MARK DESCRIPTION WIDTH HEIGHT TRIG. POS.PRESSURE NEG.PRESSURE ZONE N.O.A. Gcp Gcp AREA P.S.F. P.S.F. • (+) • • (-) A HORIZ-ROLLER IMP. 74.000 50.000 1 12.85 39.41 -52.33 END (5) FL -210,T.2 •4,980770'15 -1.361540" •••••• • •••••• • •••• • ••••• •••••• •• • ••••• •• •• • •• •••••• • • • • • •••••• ••••% •• • • •• • • NOT PART OF PERMIT NOT PART OF PERMIT NOT PART OF PERMIT BEDROOM NOT PART OF PERMIT I L BATH W.I.C. II I L —� --J I I I BEDROOM NOT PART OF PERMIT NOT PART OF PERMIT FAMILY ROOM DINING ROOM I FOYER r NOT PART OF PERMIT ENTRANCE NOT PART OF PERMIT NOT PART OF PERMIT NOT PART NOT PART OF PERMIT OF PERMIT I I KITCHEN LIVING ROOM NOT PART OF PERMIT NOT PART POWDERI OF PERMIT F- — I BATH I I STUDY O EGRESS NOT PART OF PERMIT NOT PART OF PERMIT NOT PART OF PERMIT FLOOR PLAN SCAI F• 1 /8" = 1' N GENERAL NOTES ww i • ONE STORY STRUCTURE (15' MEAN ROOF HEIGHT) F • EXPOSURE: C • WIND VELOCITY: 175 MPH • KD: 085 • FLORIDA BUILDING CODE 2017 •ASCE 7-10 WIND CODE • BASED ON TRIBUTARY AREA AS SHOWN • CONTRACTOR TO VERIFY DIMENSIONS EGRESS REQUIREMENTS. - MINIMUM CLEAR WIDTH.* 20" MINIMUM CLEAR HEIGHT.' 24" MINIMUM CLEAR OPENING.' 5.0 SQ. FT. MAXIMUM SILL HEIGHT: 44" ffrom finished floor/ SCOPE OF WORK *ALUMINUM HORIZ-ROLLER WINDOW ...IMPACT RESISTANT BY AIR MASTER AWNING, LLC ...NOA: FL -21037.2 RE4C�EI NOV 12 2019 INSIDE UU O Z c INTERIOR FINISH 1"X 4" P.T. WOOD BUCK (No.l PINE) 1/4" X 2-1/2" ULTRACONS AT 4" FROM CORNERS / AND 8" O.C. ALONG !! C THE 1"X 4" P.T. WOOD BUCKi DOW CORNING SEALANTI(C S) CONTINUOUSLY APPLIED/l iBACK & PERIMETER OF WOOD'BUCK 671 D Q�I v0 c n/ $ WINDLOAD PRESSURE TABLE FOR WINDOWS TOTAL Sq.Ft.= 25.69 MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE AREA P.S.F. INEG.PRESSURE ZONE N.O.A. P.S.F. A HORIZ-ROLLER IMP. 1174.000 1 50.000 1 12.85 39.41 1 -52.3 END (5) FL -21037.2 \� CONCRETEr INSIDE UU O Z c INTERIOR FINISH 1"X 4" P.T. WOOD BUCK (No.l PINE) 1/4" X 2-1/2" ULTRACONS AT 4" FROM CORNERS / AND 8" O.C. ALONG !! C THE 1"X 4" P.T. WOOD BUCKi DOW CORNING SEALANTI(C S) CONTINUOUSLY APPLIED/l iBACK & PERIMETER OF WOOD'BUCK 671 D Q�I v0 c n/ 1 x 4 WOOD BUCK INSTALLATION` - (TYPICAL) SCALE: 3"= F DRAWN ON: 10/23/19 $ STUCCO FINISH jt c Com,! CAkIr CONTENT: WINDOWS \� CONCRETEr W M • • OUTSIDEEXISTING • • U • C2•,� •� SUBSTRATE �--� 11 • ! - • • ...I •I� c/7 .••••• • W • � U of .. • •Z .z.� • •• 1 x 4 WOOD BUCK INSTALLATION` - (TYPICAL) SCALE: 3"= F DRAWN ON: 10/23/19 REVISED ON: - DRAWN BY: SCALE: R.A.L.J. SHOWN CONTENT: WINDOWS INSTALLATION SHEET: 1�1 a� c � s m N■ � � C O c qu) a 15790 SW 88TH AVE MIAMI, FL 33157 AR 0017521 I v F- 00 O: z • Q 00 0 cy) W M • • ED Q • • af • •� O •Vi•Q LL. • • ...I •I� c/7 .••••• • W • U .. • •Z .z.� • •• W •�•. • 0 I" •cn L 0000 ..••••0 • s �• •• W SHEET: 1�1 a� c � s m N■ � � C O c qu) a 15790 SW 88TH AVE MIAMI, FL 33157 AR 0017521 I v IrpQ•, O: z • MW017521 Florida Building Cade Online http://floridabuilding.org/pr/pr�-app—Ist.aspx .92 JXIEM� BCIS Home ( Log In I User Registration I Hot Topics ( Submit Surcharge Stats & Facts Publications j Contact Us BC IS Site Map Unks I Search Florida a Product Approval yWp�pp'�uu lrx�t USER: Public User hiclisv�l���t, Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search LCode Version 2017 FL# 21037.2 rlppucduon lype ALL Proa UCt Manura CLUrer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Mst,4�1._DlUtnq,?4O,y.N,�LI� Product Description CApproved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search -Results - Applications ALL ALL ALL ALL ALL ALL ELA Type Validated By Status FL21037- Affirmati n Air Master Awning, LLC National Accreditation & Management �pproved Rl History FL#: FL21037.2 Model: Rollin Window with Monolithic Glass 9 Institute • • • • •� (804) 684-5124 Description: Horizontal Roller Window with • • • • • • Monolithic Glass •• • • • • • • • Category: Windows • • • • • • • • Subcategory:tlorizontalSlider •••;•• • • ,pprovea by ubPR. Approvals by DBPR steal be reviewed and ratified by the POC and/or the Commission if necessary. • • • • • •••••• • • •••••• •• • ••••• Contact Us :: 7601 Blair stone Road Tallahassee FL 32399Phone, ASO -487-1824 • • • • • • • • • • • • • • • • • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: A i i e n :: Refund StaAement • • Under Florida law, emal addresses are public records. If you do not want your a -mail address released in response to a pubs -records •equest, dont 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. *Purlu•n•IA76•ction 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the DepaRment vft an email Rddress if they have • • one. The emails provided may be used for official communication with the Icensee. However email addresses are public recoRl. If you A not wish to suQDk a personaP. • • • • • address, please provide the Department with an email address which can be made avalable to the public. To determine if youIrl a IceRnsee undo CF jdter g55, F.S., • • please click here_. 0000 • • Product Approval Accepts: © ® aChxk©-yac- Credit Card Safe of 1 10/22/2019,10:28 PM Florida Building Code Online http: //floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsB... r BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map I Links ( Search I Florida {� "' • ProdluCt Approval USER: Public User r • r� Product Approval Menu > Product or Application Search > Application Lit > Appliotion Detail FL # FL21037-R1 Code Version 2017 Application Status Approved Comments ArchivedG,co❑ ducLManufacturer— � - — - Ai ,Master_Aw[ung Address/Phone/Email Road PR #2 interior KM 56.7 Barceloneta, NON -US 00617 (787) 846-2110 info@airmasterpr.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Hermes Norero fbc@buildingdrops.com 0000•• • 0000•• 0000 0000•• Category In ows 00'00' Subcategory Horizontal Slider ...... Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By ••••9• • • • •••••• • 0000•• Certification Mark or Listing • • • • • • National Accreditation & Management Institute National Accreditation & Management Institute Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 ,I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL21037 R1 COC SA21037 SS 2017-10-16.pdf 0000•• • • • 0000•• 0000•• 0000• 0000• 0000•• • • • 0000•• • • •0900• • 1 of 2 10/22/2019,10:29 PM Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved http://floridabuild ing.org/pr/pr_app_dtl. aspx?param=wGE VXQwtDq sB... Method 1 Option A 10/19/2017 10/19/2017 10/29/2017 0000• 0000• 0000• • ••••� ����•• 0000• Baric Next 00.00• •• • ••••• • 0000•• • • • • • 0 Contact Us :: 2601 Blair Stone Road Tallahassee Fl. 32399 Phone: 850-487-182 • • • • • • • • • 0000•• The State of Florida is an AA/EEO employer. So_ ' ' ' • pyriq ht 2007-2013 State of FloridaFbrida.:: Privacy Statement :: Accessibilijy Sta:em•nt :: Refund Statement • • • • • • Under Florida law, emal addresses are public records. If you do not want youre-mail address released in response to a public -records request, d:no*send •lectro nic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuahltl 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: ® ® ctAeck M Credit Card Safe 2 of 2 10/22/2019,10:29 PM FL * Model, Number or Name Description 21037.1 Rolling Window with Insulated Glass Horizontal Roller Window with Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL21037 Rl C CAC NI013323.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2020 Design Pressure: +70/-70 Installation Instructions Other: See Installation Instructions, AIR009, and Product FL21037 Rl II AIR009 SS 2016-08-24.Ddf Evaluation Report, PER4424, for product size, installation Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 requirements and limits of use. Created by Independent Third Party: Yes Evaluation Reports FL21037 R1 AE PER4424 SS 2016-08-25.1)df Created by Independent Third Party: Yes 21037.2 Rolling Window with Monolithic Horizontal Roller Window with Monolithic Glass Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL21037 RI C CAC NI013323.01.pdf Approved for use outside HVHZ: Yes FL21037 Rl C CAC NI013323.02.Ddf Impact Resistant: Yes Quality Assurance Contract Expiration Date es�gn Pressure N'jA 05/31/2020 Other: See Installation Instructions, AIR010, and Product *Installattiorr rnstructlows •1 • Evaluation Report, PER4425, for product design pressures FL21037 RI II AIR010 SS 2Q16-02£� 4.pdf 0000 and sizes, installation requirements and limits of use. "Verlfltd'ByaHermes'F-Norciro!P.'E`•FICMda'P.E•. 3778 Created by Independent Third Ffa7ty: lies ;.••;. Evaluation Reports • • • • • • • FL21037 R1 AE PER4425 SS.VA- j-25.odf • Created by Independent Third PajtW6Yes • • 0000• 0000• 0000• • ••••� ����•• 0000• Baric Next 00.00• •• • ••••• • 0000•• • • • • • 0 Contact Us :: 2601 Blair Stone Road Tallahassee Fl. 32399 Phone: 850-487-182 • • • • • • • • • 0000•• The State of Florida is an AA/EEO employer. So_ ' ' ' • pyriq ht 2007-2013 State of FloridaFbrida.:: Privacy Statement :: Accessibilijy Sta:em•nt :: Refund Statement • • • • • • Under Florida law, emal addresses are public records. If you do not want youre-mail address released in response to a public -records request, d:no*send •lectro nic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuahltl 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: ® ® ctAeck M Credit Card Safe 2 of 2 10/22/2019,10:29 PM BUILDING DROPS //O\\ A Perfect Solution in Every Drop! Certificate of Authorization: 29578 August 8, 2017 TO: Whom It May Concern 398 E. Dania Beach Blvd. Suite 338 Dania Beach, FL 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 MANUFACTURER: Air _Master, wningLLC Road PR #2 interior KM 56.7 Barceloneta, Puerto Rico FLORIDA PRODUCT APPROVAL #: FL21037 PRODUCT CATEGORY: Windows SUBCATEGORY: Horizontal Slider SUBJECT: Product Conformance to the 6th Edition (2017) Florida B8i1QWCode' Dear Sir (Madam), ...... .. I have reviewed the referenced Florida Product Approval and associated documents and found -all • - drawings, reports, referenced test standards, and associated ancillary tests a$'AOfdd in the ' currently approved documents listed below to be in compliance with the 6th Edition of th'e Florida •: • Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 5th Edition and Chapter 35 of the 6th Edition of the Florida Building Code. Therefore, all test standardslisted below are valid for the 6th Edition of the Florida Building Code. SECTION INSTALLATION INSTRUCTIONS CERTIFICATION NUMBER CERTIFICATION AGENCY QUA. EXP. TEST STDS. National Accreditation &Management TAS 201-94 21037.1 AIR009 N1013323 05/31/2020 TAS 202-94 TAS 203-94 Institute National N1013323.01 Accreditation & TAS 201-94 21037.2 AIR010 05/31/2020 TAS 202-94 N1013323.02 Management TAS 203-94 ilnstitute Hermes F. Norero, P.E. Florida No. 73778 Page 1 of 2 398 E. Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 6th Edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Please note that I do not have, norwill I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, `►►111111//// 7 .- -o• Digitally signed by Hermes F. Norero, P.E. •. • • • • .' ONAL E� ��Reason: I am approving this document •..•;. , Date: 2017.10.16 07:34:58 -04'00' Hermes F. Norero, P.E. •• •• • Florida Registered Professional Engineer#73778 Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 2 AIR MASTER WINDOWS AND DOORS GENERAL NOTES: C THE PRODUCE SHOWN HEREIN 6 DESIGNEDAND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FEIC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO -THE FOLLOWING: • TAS 201.94 TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, STEEL, AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER. rS APPR VE�MPACT PROTECTI E SYSTEM 15 NO REQUIRED ON TH S PRODUCE IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: ALUMINUM 6063-T5 7. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH THE FBC. 8. GLASS MEETS THE REQUIREMENTS OFASTM E1300. ROLLING WINDOW WITH MONOLITHIC GLASS 53 1/8" FRAME WIDTH ROLLING WINDOW WITH MONOLITHIC GLASS EXTERIOR ELEVATION VIEW 5/16" O.A. MONOLITHIC GLASS CONSISTING OF: F/_ 1/8" ANNEALED EXTERIOR 0.090' SAFLEX INTERLAYER 1/8" ANNEALED 15 • • • • JNTISPOR • • • • • • • 1/2" GLASS • • • • • I • • • BITE • •• • • 6 •• 7 • • I i • • • DOW6QRVNG10C5• 22• 1 r- * - . . OR i••�I�i�•' 0 PJCOR495 ... . . .. ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . OILTNG'WINDOW- WITFrMONOLITHIC'Gi ASSD, EXTERIOR ELEVATION VIEW DESIGN PRESSURE RATING TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - ELEVATION, GENERAL NOTES AND GLAZING DETAIL 2 - ANCHOR LOCATIONS 3 - VERTICAL SECTIONS 4 - HORIZONTAL SECTIONS 5 - COMPONENTS AND BILL OF MATERIALS ROLLING WINDOW WITH MONOLITHIC GLASS 53 1/8" FRAME WIDTH ROLLING WINDOW WITH MONOLITHIC GLASS EXTERIOR ELEVATION VIEW 5/16" O.A. MONOLITHIC GLASS CONSISTING OF: F/_ 1/8" ANNEALED EXTERIOR 0.090' SAFLEX INTERLAYER 1/8" ANNEALED 15 • • • • JNTISPOR • • • • • • • 1/2" GLASS • • • • • I • • • BITE • •• • • 6 •• 7 • • I i • • • DOW6QRVNG10C5• 22• 1 r- * - . . OR i••�I�i�•' 0 PJCOR495 ... . . .. ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . OILTNG'WINDOW- WITFrMONOLITHIC'Gi ASSD, EXTERIOR ELEVATION VIEW DESIGN PRESSURE RATING OVERALLSIZE DESIGN4PRESLURE MOIL€IMPACT_RATING_ 4 50 770.0PSF LARGE MISSILE IMPACT 53 }" X 63" +/- 60.0 PSE PREPARED BY: 1 BUILDING DROPS, INC. 398 E. CANIA BEACH BLVD, STE. 338 DANIA BEACH, FL 33001 PH: 19541399-8478 FAX: (9541744.4738 WfO: www. WlbinBbapF.com � of .30 Out O g�mn ZS¢ ooQ�_ Ovti m36LL F� O O Q W W oc Z C) Qti � ccT, Q Q " W W H REMARKS BY DATI * 7 r CER . ARNBBBArbN D. 79sr8 igitally signed by Hermes F. Norem, P eason: I am approving this document ate: 2016,08.24 13:46:32 -04'00' DATE: 08.03.16 DWG. BY: SM CHK4. BV: N SCALE: NTS DWG.71: AIR010 SHEET: OF 5 1 9 5/16" r( MAX. 1 1 1 1 1 1 1 1 E 1 74" X50, ROLLING WINDOW WITH MONOLITHIC GLASS EXTERIOR_VIEW ••• ••• 53 8" X 63" ROLLING WINDOW WITH je5 VOL:rHIC•G�4SS EXTERIORVIEW •.• :• ••• ;• ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 1. ONE (1) INSTALLATION ANCHOR FOR EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR INSTALLATION DIRECTLY INTO CONCRETE OR MASONRY, USE 1/4" INCH DIAMETER ELCO ULTRACONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2" INCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION DIRECTLY INTO WOOD FRAME, USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.55 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI C. GROUT -FILLED CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI PREPARED BY: BUILDING DROPS, INC. 398 E. DARK BEACH BLVD., STE.338 OANIA BEACH, FL 33000 PH: X980139980]8 FAR :19941744.4738 W EB: www.bulWlnld9M<Om 0 8 z ry 4 n O .0 O z m m 2g� oo°�r,C l�Z as� 2 z ~ m O a ac Z x �K ti0= (n 2b Q ftF REMARKS I BY I DAT HOT BE REIROgKEOIN WHOLEOR PART ITHOOT w98REN CONSENT OF BOIIDING DROIy 1N1. ALTERATIONG. AOOITION% H—LIGHTING, OR OTHER FBPE c0". of RA4A&#,WN ND. 29— DATE: 08.03.16 DWG. BY: CHK4. BY: SM N SCALE: NTS DWG. n: AIR010 SHEET: OF 5 2 2X WOOD FRAMING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS S 3 #12 WOOD SCREW3/4" MIN. INSTALLATION ANCHOR EDGE DISTANCE I 1-1/2" MIN. 111EMBE'DIccMENT 1/4" MAX. R SHIM SEE GLAZING DETAILS SHEET 1 EXTERIOR INTERIOR A VERTICAL SECTION 3 HEAD- 2X WOOD FRAME EXTERIOR VINTERIOR SEE GLAZING DETAILS SHEET 1 PERIMETER SEALANT ° BV OTHERS ° EXTERIOR FINISH BY OTHERS 4 CONCRETE/MASONRY BY OTHERS 4 2-1/2" MIN. 1/4" ELCO ULTRACON EDGE DISTANCE INSTALLATION ANCHOR B VERTICAL SECTION 3 SILL - CONCRETE/MASONRY L 1/4" MAX. O 7 SHIM I T T O '•, 4U ���u C OP, . :X 1-1/4" MIN. EMBEDMENT • •• • • • • ••• • % • • • • • • • •9 . . .. .. .. . ..... . ... . ...... . .... PREPARED BY: 1(k BUILDING DROPS, INC. 393 E. DANA BEACH BLVD., STE. 333 DANIA BEACH, FL33W PH:1954139)- FAX: (W)1 4.4738 WfB:rww.WlbingbopF.rom 9 � O6�Nm O mwa�E: O h z�mo0 C;0 3� z 6�a�LL ?�C W ry �zQ w v ccf/1 = la3 � M• Q F. c3 C ¢: I REMARKS BY DAT F. O 7 T T O '•, 4U ���u C OP, . DATE: 08.03.16 DWG. BY: CHK. BY: SM I HFN SCALE: NTS DWG-#: AIR010 SHEET: OF 3 3/4" MIN. EDGE DISTANCE #12 WOOD SCREW INSTALLATION ANCHOR 2X WOOD FRAMING BY OTHERS PERIMETER SEALANT —� BY OTHERS EXTERIOR FINISH —� BY OTHERS x 1-1/2" MIN. 1/4" MAX. EMBEDMENT SHIM I INTERIOR SEE GLAZING DET. EXTERIOR WINDOW WIDTH C HORIZONTAL SECTION 4 JAMB - 2X WOOD FRAME p HORIZONTAL SECTION 4 INTERLOCK u — I 7 SEE GLAZING DETAILS EXTERIOR SHEET 1 WINDOW WIDTH . .. . . . . .. • . .. .. .. .. .. .. . ..... . ... MIN. 0 a ° 2-1/2" MIN. Si EDGE DISTANCE D o 1/4" )TW TAPCON' INSTALLATION ANCHOR 1X WOOD BUCK BY OTHERS CONCRETE/MASONRY ° BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS %EHORIZONTAL SECTION 4 JAMB - CONCRETE/MASONRY PREPARED BY: IRNA IDAT F E 0 . ����g F. O'',�i�. /Q/'\'\ BUILDING DROPS, INC. 398 E. DAN BEACH BLVD, STE, 338 DA -9. ., 1030M PH: 1118 B41R FAX: (95R 744.4739 WEB: Www.WIldit-,R.mm �u "ggN 3 1 411 0. z�m 3� O U ti m� ti H OZ ti WccG C O Z Q ti O _ cc Q a- 65 1 REMARKS BY DAT WIN= WRIREN CONSENT OF BUILDING DROPS INC. ALTERA00NT. ADDITION; HIGNDGHTING, OR OTHER MARANGS IO TNG I-MENT ARE NOT FERIMED AN IRNA IDAT F E 0 . ����g F. O'',�i�. PO .rQi, • : T T ')3 1 411 DATE: 08.03.16 DWG. BY: CHK. BY: SM I HFN SCALE: NTS DWG.#: AIR010 SHEET: OF 5 4 2.6430 0.1430 I-- 0.6880 1.4380 1.3750 0.0620 --�-1.4700 1�- t-k-0.844. i O FRAMEJAMBS 1.1870 I- T- 1.3750 J_71i 1.91375 0.5625 0.06201 0.9060 ( VENTTOP 2.5000 0.0930 2.1560 0.7070 1.9070 O2 FRAME TOP 1 1.0953 r 0.0510 0.4872 - 1.1249 - Og ROLLER WHEEL ADAPTER 1.4680 -- -0.0620 0.0620 0.0620 0.6875 PARTS & EXTRUSIONS 2.Ofi2T IIS-�{y--�L( 1210 1.50001 / 1.3130 FRAME JAMBS W/FLANGE 5 1. io.f%80 --{ILO..998DO -- i (3)FIXED MEET RAIL 3 22019 OS VENT BOTTOM 1 1.0953 r 0.0510 0.4872 - 1.1249 - Og ROLLER WHEEL ADAPTER 0.4420 0.9680 0.9060 1.2415 ..-.0.0620 O VENTJAMB 0.3900 - r 0.6879I 0.6479 0.0400 T r---�-- 0 .54010 O7 SNAP GLAZING 60 0.5630 �--{901.0950 r 0.0620 -{ 1.1527 2.1560 0.8750 0.0510 0.! - 1.0953 � O9 VENTSTOP 1.2 ITEM# 1.3120 -0.0620 0.0620 0.3120 0.6875 PARTS & EXTRUSIONS 2.Ofi2T IIS-�{y--�L( 1210 1.50001 / 1.3130 FRAME JAMBS W/FLANGE GLOBAL HOLDEX / 6063 -TS 0.5000 --{ILO..998DO -- i (3)FIXED MEET RAIL 0.4420 0.9680 0.9060 1.2415 ..-.0.0620 O VENTJAMB 0.3900 - r 0.6879I 0.6479 0.0400 T r---�-- 0 .54010 O7 SNAP GLAZING 60 0.5630 �--{901.0950 r 0.0620 -{ 1.1527 2.1560 0.8750 0.0510 0.! - 1.0953 � O9 VENTSTOP 1.2 ITEM# PART# F ITEM DESCRIPTION MANUFACTURER/NOTES vH: 1%4)39s - 9s4(39se47eFAX:(99)-.4738 FAX: (99)-.4738 WfB: vWw. WIWinfbvpF.mm PARTS & EXTRUSIONS Jo B01-JCASftt; 1 22813 FRAME JAMBS W/FLANGE GLOBAL HOLDEX / 6063 -TS 2 22022 FRAME TOP W/FLANGE GLOBAL HOLDEX / 6063 -TS 3 22019 FIXED MEETING RAIL GLOBAL HOLDER/6063-T5 4 22023 VENTTOP GLOBAL HOLDER/6063-TS 5 22024 VENT BOTTOM GLOBAL HOLDER/6063-TS 6 22025 VENTIAMB GLOBAL HOLDEX/6063-T5 7 22250 GLASS SNAP GLAZING GLOBAL HOLDER/6063-TS 8 22803 ROLLER WHEELS ADAPTER GLOBAL HOLDEX/6063-T5 9 22012 VENTSTOP GLOBAL HOLDEX/6063-T5 10 22811 BOTTOM SILL GLOBAL HOLDEX / 6063 -TS GLASS 12 1 15/16 IMPACT GLASS -1/8 annealed -.090 Saflex-1/8 annealed SEALS & SEALANTS 13 53601 WEEP HOLES COVER SLL PLASTIC 14 22438 WEATHERSTRIP ULTRAFAB 15 96936 GOMA FP -448 BLACK SOUTHERN PLASTICS 16 96817 WEATHERSTRIP#1220 VENTIAMB ULTRAFAB 17 53580 DOW CORNING 995 STRUCTURAL SILICONE OR PECORA 895 STRUCTURAL SILICONE CARIBBEAN SALES AGENCY 18 96707 DOUBLE SIDED TAPE 1/4" WIDE 3M 22 96900 RUBBER BUMPER BLACK H -O PRODUCTS CORPORATION FASTENERS 23 95499 SCR 8 3 4 PHI P H SS T -A LA CASA DE LOS TORNILLOS 24 94657 10-32 3/4" PHI F/H 5/5 TECK LA CASA DE LOS TORNILLOS 25 26 27 28 HARDWARE 29 99640 SASH ROLLERS DELTA INDUSTRIAL 30 10696 CAMSASHBUSHING MASTERTOOLCO. 31 1 10698 ISASHLOCK I SULLIVAN & ASSOCIATES 1--1.7655 --I^r 0.7345 Ilk BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., 9TE. 338 DANIA BEACH, FL33001 vH: 1%4)39s - 9s4(39se47eFAX:(99)-.4738 FAX: (99)-.4738 WfB: vWw. WIWinfbvpF.mm : Jo B01-JCASftt; ; ; .•. ; .•• • •• •• ••. • • • • •• • ••• • • • •. •• ••• ••• ••• ••• ••• •• • • • • • • • •• • • •• •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PREPARED BY: Ilk BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., 9TE. 338 DANIA BEACH, FL33001 vH: 1%4)39s - 9s4(39se47eFAX:(99)-.4738 FAX: (99)-.4738 WfB: vWw. WIWinfbvpF.mm Ln ...po nga n 8 3 cc mFQ 3� 0 6�aLL Z= m3 J m LL O O Z Lli ac � x cc Q. R Q O " U H F REMARKS BY DAT DATE: 08.03.16 DWG. BY: CHK. BY: SM HFN SCALE: NTS DwG.#: AIRn1n 5