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RF-16-1366 7777 Miami Shores Village 18Typ #3 Roof �� r 10050 N.E.2nd Avenue NE . �1 ,� Miami Shores,FL 33138 0000 }p `€"# y� ae Phone: (305)795 2204 *'Ng1241 3, Expiration: 11/15/2016 Project Address Parcel Number Applicant 375 NE 99 Street 1132060135530 Miami Shores, FL 33138-2436 Block: Lot: JOHN NUGEN Owner Information Address Phone Cell JOHN NUGEN 375 NE 99 Street MIAMI SHORES FL 33138- 375 NE 99 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 3,000.00 ISAACS ROOFING&INSULATION COI (305)234-5234 (786)277-9756 _. _ ... ._.. __..._ Total Sq Feet: 800 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF FLAT GARAGE REAR Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Roof in Progress Renailing Affidavit Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-5-16-59839 CCF $1.80 DBPR Fee $3.75 05/19/2016 Check#:10596 $771.30 $0.00 DCA Fee $3.75 Bond#:3093 Education Surcharge $0.60 Permit Fee-New Roof $250.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $771.30 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 for mg information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin!Z!rmo7,I au ize the above-named contractor to do the work stated. May 19,2016 Authorized Signatu : ner / Applicant / Contractor / Agent Date Building Depa ent Copy May 19,2016 1 a Miami Shores Village Building Department MQY i 's 2018 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY. Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 J ),, FBC 200°-(��P BUILDING Master Permit No. 9,r—�(a PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP 1 CONTRACTOR DRAWINGS JOB ADDRESS:-13,;L 5 KJ of +-b' �7A z,,4 �` City: Miami Shores County: Miami Dade Zip: '33 1 3(/ Folio/Parcel#: (I--A '6 "C? Is the Building Historically Designated:Yes NO Occupancy Type:yam_Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): T7 3 Phone#:-1000 ZR4o? —7>0,C/ Address: City: State: FG Zip: 33 I Tenant/Lessee Name: Phone#: Email: r '1 CONTRACTOR:Company Name:_ iL G LSpr� •�� Phone#: Address: 11 >4-5 S, DI ZE �'� ;} S,., 2D 0 City: 2.1".e�'f�U Ra -V State: I' L Zip: Qualifier Name: O k-%® 3 Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: aiuk for this Permit:$ 2(--),-,0 ark/Linear Footage of Work: a,Cd3 U p T e of4l�lor : ❑ Addition ❑ Alteration '1 � k ❑ New �Re air/Replace ❑ Demolition D q 'Work• > Specify color of for hru tile: Submittal Fee$ Permit Fee$ A •�� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 'SOO-00 TOTAL FEE NOW DUE$ 0 (Revised02/24/2014) —1 .S Bonding Company's Name(if applicable) Bonding Company's Address City State Zip 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 J'>9 Signature �rNERr AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 7'^ day of h'(�,C 20 TO ,by L day of ��a.a 20 ,by whoersona Iyy known 4�' who is personally known to ®or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NNOTARY PUBLIC: Ji 0 Shit / Sign: s Print: Seal ;•Or..:af At NotaANNA FADUL ry Puellc--Stato 01 FloridaConnMtsloaN FF 868141 � ", My COMM.EXON Apr 30 2020 •* +�u�e�rack:E�f*M1'tN1F�14�uk*ea�+�exrt+xr es�r a• rearys*e+x*�aax * **s *�t*�x**�xx� * r Y APPROVED BY 1 t Plans Examiner Zoning Structural Review Clerk (Revisedo2/24/2014) ..VHZ 2010 SECTION 1524 HIGH VELOCITY HURRICANE ZONES- REQUIRED OWNERS NOTIFICATION N FOR ROOFING CONSIDERATIONS 1524.1 SCo pe. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this section. The provisions of industry for roofing system installations. Additionally,the following items should be addressed as part of the Chapter 15 of the Florida Building Code,Building govern the minimum requirements and standards of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the iterVhas been explained. f 7e) 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane or the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as the agreement between the owner and the contractor. 2.Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be r ailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of t =Bui ing Code. (The roof deck is usually concealed prior to removing the existing roof system). he Florida -7, .Common roofs: Common roofs are those which have no visible delineation between neighboring is (i.e.townhouses,condominiums,etc.).In buildings with common roofs,the roofing contractor and/or o e ld notify the occupants of adjacent units of roofing work to be performed. 4.Exposed ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be vi wed from below. The owner may wish to maintain the architectural appearance; therefore,roofing nail penetr tions of the underside of the decking may not be acceptable.The owner provides the option of ma' aurin this appearance. \ .Ponding water: The current roof system and/or deck of the building may not drain well and may 6c e water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer.Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original ro i system is removed. Ponding conditions should be corrected. g6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not v -loacded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance wit irements o£ Chapter 15 and 16 herein and the Florida Building Code,Plumbing. 7. Ventilation: Most root structures shoufd have some ability to vent natural'airt7ow through the interior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be d"reduced. Exception: Attic spaces,designed by a Florida-licensed engineer or registered architect the attic venting, venting shall not e r uired. g chitect to eliminate Owner's/Agent's Signature: - Date: � Contractor's Signature: -- � Permit Number: Property Address: 3 7 S ; . , ACCAR �� DtYvvY) CERTIFICATELIABILITY I 10/1S/2015 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, MITEND 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 PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the cartilloals holder Is an ADDITIONAL INSURED,the pollcr(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and condition of the policy,certain policies may require an and rat. A statement on this Certificate does not confer rights to the certificate holder in list/of such andorseme s. PRODUCER a LaRue B. Fuzman, Inc. PHO (954)943-5050 FAX X954)"2-6310 AIC- 1314 ftat Atlantic Blvd. oandraefuzzanineuxence.com P. A. Box. 1927 EffiUREIM AFFORDING COVERAGE NA g Pomano Beach_ PL 33061 INSURERAAXIB Surplus Insurance Co 26620 SHMED B:Ohio Seousit _Ins ce Co 24082 Isaac's Roofing a Insulation Corporation meincCommerce a IndustrY Insurance Co PO Box 973135 INSURER D: INSURER a ffiiami FL 33197-3135 1 94OUNR F, COVERAGES C TFTEN • 015-16 GLAUMAR NO iN 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 VMH 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.RM AWL SUM - TYPE OF INSURANCE POLICVINUMBER agarmlLBaPTB Z COMMERCIAL GENERAL LIABILMY EACH OCCU $ 11000,000 TO 0030M A E i j i OCCUR $ .. 50,000 aL(I N00947AY 10/19/3015 10/15/2016 NED Exp(Any ons $ S,000 PERSONAL&ADVUNJURY $ 11000,000 GEN'LAGGREGATE LIMIT APPUESPot GENERAL AGGREGATE $ 3,000,000 POLICY Q pr ❑LOC PRODUCTS-COMPMPAGG $ 31000,000 OTHER: $ AUTOMOBILELIABILITYrt $ 1,000,000 (Ea amwo, $ ANY AUTO BODILY INJURY(Per pwam) $ 8 � D � EDULED Bb855801E29 10/22 j201s 10(22/2016 BOOILY tFLNJRY(Paue+xddBM) $ PROPERTY E $ H04EDAUTOS $ AUTOS I OS NON-OWNED ....... PIPIwk, $ 10,000 A UMBRELLA LUA OCCUR EACH OCCURRENCE $ 5,000,000 C EXCEseLIAB ctAltor�tnADE AGGREGATE $ _.5 000 000 DED I BROS9770390 10/3S/2015 10/15/2016 $ VIORKERB COMPENSATIONER �a AND EMPLDYEW LIABILITY YIN _.._.... ANY R E jM WAW YE F NPA E L EACH NT $ ( In NH) E.L.DISEASE-EA EMPLOYEE $ H teMtar PTIOd OF OPERATIONS bl. E.L.DwAw-FOUCY LIMIT $ DESCIUPTIONGFOPERATIONSILOCATIONGtVEMLES(ACORD 101,AdManal flanwim Schedolk way be rf enure Ops*to mcndr@4 Roofing Contractor CERTIFICATE HOLDER TION 1305756897faxsend.com SHDIULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores THE EXPIRATION DATE THWMF, NOTICE WILL BE DELIVERED IN 10450 R.B. tad Ave. ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 AuTHORmw REPRESENTATIVE Dirk DeJong/NL ®19 2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) The AC and logo are registered marks of ACORD INS025 t md011 PRODUCER rr _... .,.... Bouchard Insurance for WSS PABOX 6= Clearwater,FL t '1 1 Workforce Business Services,Inc AIL Emp:Issacs Rodre&insulation Corporation 1401 Manow Ave.Wea Ste 600 Bradwrlon,FL 3420"708 M-7-7 11 wzr 111,7771 T. oil 4 3 ❑- fit:. •�' ,.: N •'t�• 134 Ri� •- �• t�:• it 6 i:' ' •, - I�:F,7] .l"Ca;•,7. '• ._ '�._.:+-. li.L ti (,1=.tu>.il•l1 t�d :.. ■ ;pry..� 1 ■ > `i: .A [4:r �.. � •�•. �- ! i•.- • ! 04 � ,3... r�.• q t.,ao 1 i f I IY a ., �•::ir=• �• n• -• bll pit . . nno-91LOCATIONSIVEHM T,. = Corporation r ti , of,W rw submIrwom Palmetto Bay,FL 33167 Miami Shores Wage SHOULD ANY OF THE ABOW DESCRIBED:. a.BEFORE 100W NE 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELWMD IN Miami Shores,FL 33138 ACCORDANCE WITH THE POLICY PROMIONS. i WORKERS'COMPENSATION AND EMPLOYERSLIABILITY INSURANCE POLICY WC 00 03 13 (Ed.4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule IN FAVOR OF: Miami Shores Wage 10050 NE 2nd Ave Miami Shores,FL 33138 WORK PERFORMED BY CO-EMPLOYEES OF: Isaacs Roofing&Insulation Corporation 17225 S.DWe Hwy Suite 200 Palmetto Bay,FL 33167 ON THE FOLLOWING PROJECT: FEE FOR THIS WAIVER IS: Premium will be waived This endorsement changes the policy to which it Is attached and is effective on the date Issued unless otherwise stated. (rho lnfbrnwMon below Is mquired only when this endorsement Is Issued subsequent to preparation of the policy,) Endorsement Effective: 1213142016 Policy No: WC 90-00-818.05 Endorsement No: Insured. Worftme Business Services,Inc AIL Emp:Isaam Roofing&Insulation Corporalon Premium:$ insurance Company.American Zurich Insurance Company Countersigned 13y: Authorized Representative WC 124(4-84) VC 00 03 13 Copyright 1M National Council on Compensation Insurance. page 1 crosox t t y r t, Kw, 3 � � , A, 'Wi n a t ti 3 mom, \r TAX y t £: Mo ' e s i ° r F Mtn Fa � 001749 11 �•a4 t t. E �j f R l 3 y i r xa\ x < x ,, t a,1 •� 3 'h�_ i 2` NOR� �, t S t � fill 411'1� € a, T ci w ,ri yaw }'�� •.:. WRP 4V i 7 �. - 4eM .u4 ,i5m8 S�i no Section AB s ' MIMI®DiADE 'a y HVHZ Electronic Roof Permit Form Lo "Delivering Excellence Every Day" Section A(General Information) YAY � �'+�r6 ' Waster Permit No: Process No: Contractor's Name: Isaacs Roofing rl Job Address: 3 7 S Roof Category Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof ❑✓ Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑Yes ❑✓ No If yes,what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area(ft.2)L 90 o Steep Sloped area(ft.2) Total(ft.2)L dv Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width(a'): Corner Size(a'x a'): LLJ 0 ••• •• ... . • C.. � - • .. . . 0 00 • • • • • • • • • • • •• •• • • e •• •• ••• • • • ••• • • t i Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and identify Manufacturer Attachment (if a component Is not ,identify as"NAnj System Manufacturer:--A Z,q.ss Field: h oc @ Lap,#Rows @ oc 'e I �a� n NCA No:. .4df 2 Perimeter: 4(0—'oc @ Lap,#Rows @ 49 ^oc Design Wind Pressures,From RAS 128 or Calculations: s�st Comer:mer: 46'°oc @ lip,#Rows @ ^oc Pmax1: Pmax2: �/ Pmax3: �0 Number of Fastener Per Insulation Max.Design Pressure,From the Specific NOA Board System: `Oz •S Deck: � Field: Peri Comer — Type:Type: / �,r•- �, / Illustrate Components Noted and Gauge/Thickness:hickness: Details as Applicable: ►ope: t �, �� Woodblocking, Gutter, Edge Termination, � � ,�,�, tripping, Flashing, Continuous Cleat, Cant Anchornsase Sheet&No.of lyr trip, Base Flashing, Counter- Flashing, Coping,Etc. Ar�u., /Base liSh et ten Milo din Ma l: Indicate: Mean Roof Height, Parapet Height,W'zc 4Y14 Height of Base Flashing, Component Material, �^ Material Thickness, Fastener Type, Fastener Insulation Base Layer: Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Insulation Size d Thickness: Base Insulation F tenor/son ing Material: Top Insulation L er: � � '�`�oP.�/ FT Top Insulation Siz d Thickness- Parapet Height Top Insulation Fastener/Bonding Material: S011V Base Sheet(s)&No.of Ply(s): / FT t Base Sheet Fastener/Bondin aterial: � Mean Roof Height Ply Sheet(s)&No.of Ply(slil��' ++R� Ply Sheet Fastener/Sondinaterial: VS�°'�.�'? 4,60 06: V041Ply; •. •: Zop; I F3stI•M(Bonding Maaw�l:'�� •• 000 •• • • • •• •rw"'9 /1r�I �' Surfacing: A11W . ... •• •.• . • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Owner's Notification Form HVHZ 2010 s M IAM M ADE "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code,Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the ite has been explained. P1- Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zo7e) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed asthe agreement between the owner and the contractor. V2.Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be a�ed inaccordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones)of the Florida Bu',Ang Code. (The roof deck is usually concealed prior to removing the existing roof system). 3.Common roofs: Common roofs are those which have no visible delineation between neighboring is (i.e.townhouses,condominiums,etc.).In buildings with common roofs,the roofing contractor and/or o e d notify the occupants of adjacent units of roofing work to be performed. 4.Exposed ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be vi ed from below. The owner may wish to maintain the architectural appearance;therefore,roofing nail penetr tions of the underside of the decking may not be acceptable.The owner provides the option of m ' this appearance. .Ponding water: The current roof system and/or deck of the building may not drain well and may e water to pond(accumulate)in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer.Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original r system is removed. Ponding conditions should be corrected. 6.Overflow scuppers(wall outlets): It is required that rainwater flow off so that the roof is not oaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance wi irements of: Chapter 15 and 16 herein and the Florida Building Code,Plumbing. '7. Ventifation: Most roof structures should have some ability to vent natural airflow through the rior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced..E$ceptivu: .AWc.sp,,res,designed by a Florida-licensed engineer or registered architect to eliminate the attic+;entjig:+14 jb*pl Dot e r wired. Owner'srAgenl's Signature: Date: Congagtor�-Sig>¢a."• Permit Number: Property gess; '`1}. `i ' 51 ��atnr +Z 3jr? ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . t MIA1NlJa:km) a MIAMI-BADE COUNTY PRODUCT CONTROL SECTION? DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govtceonomv Polyglass USA,Inc. 150 Lyon Drive Fernley,NV 89408 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-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Self-Adhered Roof System over Wood Decks LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state 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 40A-r-v�se;140. #:13-0514.10 and consists of pages l through 33. Ue s t;itt*eddocu*iantat*vn was reviewed by Alex Tigera. 00 *so NOA No.: 13-1217.41 "� �r . .•C, .: 000 Expiration Date: 10/11/17 Approval Date: 11/06/14 0:0 • • • • 0:0 • • Page 1 of 33 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Modified Bitumen Materials SBS/APP/TPQ Deck Type: 'Wood Maximum Desian Pressure -112.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions §2ecification Description Elastobase 65'2"x3'3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Type I base sheet. XtraFlex SBS Glass 65' 8"x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Base Type I base sheet. Polyglass G2 Base 108'x 36" ASTM D 4601 Asphalt-coated fiberglass reinforced base sheet Type II Polyanchor 250'x 48" ASTM D 4601 A polymer woven,high performance,synthetic base Type II sheet. Elastobase P 65' 8"x 3'3-3/8" ASTM D 6164, SBS modified asphalt coated polyester reinforced base Type 1 sheet. Elastoflex SA V FR 66' 8"x 3'3-3/8" ASTM D 6163, Self-adhered,fire-rated,fiberglass reinforced,SBS Type I modified bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V 66' 8"x 3'3-3/8" ASTM D 6163, Self-adhered,fire-rated,fiberglass reinforced,SBS PLUS FR Type I modified bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V(1.5- 66' 8"x 3' 3-'/g" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified mm) Type I bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V 66' 8"x 3' 321s" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified PLUS Type 1 bitumen membrane with a self-adhering back face and a smooth top surface. XtraFlex SBS Base 66' 8"x Y 3211" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified SA Type I bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA P FR 32' 10"x 3'3-3/8" ASTM D 6164, Self-adhered,fire-rated,polyester reinforced,SBS Type I modified bitumen membrane with a self-adhering back .. ... face and a granule top surface. •,Xtrgtle,'*V Q SM •V' 10"x 3'3-3/8" ASTM D 6164, Self-adhered,fire-rated,polyester reinforced,SBS .. ... .. . . . .. Type I modified bitumen membrane with a self-adhering back face and a granule top surface. . •.• •• •.• . . 0.: NOA No.: 13-1217.01 0 : >utter •'• Expiration Date: 10/11/17 Approval Date: 11/06/14 069 • . 0 0 000 . 0 Page 2 of 33 Elastoflex SA P 32' 10"x 3'3-3/8" ASTM D 6164, Self-adhered,fiberglass reinforced,SBS modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyflex 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. XtraFlex APP S 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Polybond 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Polyflex G 32' 10"x 3'3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Polyflex SA P 32' 10"x 3' 3=/s" ASTM D 6222, Self-adhered,polyester reinforced,APP modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyflex SA P FR 32' 10"x 3' 3-'/s" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP Type I modified bitumen membrane with a self-adhering back face and a granule top surface. XtraFlex APP G SA 32' 10"x 3' 3j/s" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP Type I modified bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko G SBS SA 32' 10"x 3'3-3/s" ASTM D 6164, Self-adhered,fiberglass reinforced,SBS modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko G SBS SA 32' 10"x 3' 3-3/s" ASTM D 6164, Self-adhered,fire-rated,fiberglass reinforced,SBS FR Type I modified bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko G APP SA 32' 10"x 3' 3-3is" ASTM D 6222, Self-adhered,polyester reinforced,APP modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko G APP SA 32' 10"x 3' 3j/s" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP FR Type I modified bitumen membrane with a self-adhering back face and a granule top surface PolyKool 32' 10"x 3' 3 a/s" ASTM D6222 Self-adhered,polyester reinforced,APP modified Type I bitumen membrane with a self-adhering back face and a white film laminate on the top surface. XtraFlex Kool APP S 32' l 0"x 3' 3 s/s" ASTM D6222 Self-adhered,polyester reinforced,APP modified S9 ... . . . . .. Type I bitumen membrane with a self-adhering back face and • a white film laminate on the top surface. .. . . . . ... . .idlyZ1�s�'IWe: Al' 8"x 3' 3211;'7 ASTM D 6509 APP modified asphalt coated fiberglass reinforced Type I base sheet. . ... .• .•. . . • . • • • •• •• NOA No.: 13-1217.01 ..• uaraa c vt•x •� •�• Expiration Dace: 10/11/17 Approval Date:11/06/14 ••• • • • • •.• • • Page 3of 33 • • • • • • • • • • • •• •• • • • •• •• PG325 Cold Process 1,3,5,50,55 gal.or ASTM D3019 A fibered cold process adhesive for use with roll or Adhesive tube Type III BUR roofing. PG100 Asphalt Primer 1,3,5,50, 55 gal, ASTM D41 A penetrating solution of solvent and a blend of tube or 17 oz.spray selected asphalts used to promote adhesion. can XtraFlex 10 Asphalt 1,3,5,50,55 gal, ASTM D41 A penetrating solution of solvent and a blend of Primer tube or 17 oz spray selected asphalts used to promote adhesion. can PG350 Mod Bit 1,3,5, 50,55 gal.or ASTM D3019 A fibered rubberized adhesive designed for use with Adhesive tube Type III modified bitumen membranes. PG400 Plastic Roof 1,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement for use in Cement tube ASTM D3409 dry or damp conditions. PG425 Wet/Dry Roof 1,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement for use in Cement tube ASTM D3409 dry or damp conditions. PG450 Flashing 1,3,5, 50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement. Cement tube PG500 MB Flashing 1,3, 5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement for use Cement tube with modified bitumen membranes. Polyplus 35 Premium 1,3,5,50,55 gal.or ASTM D3019 A fibered rubberized adhesive designed for use with Mod Bit Adhesive tube Type III modified bitumen membranes. XtraFlex 35 Premium 1,3,5,50,55 gal.or ASTM D3019 A fibered rubberized adhesive designed for use with Mod Bit Adhesive tube Type III modified bitumen membranes. Polyplus 45 Premium 1,3,5,50, 55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement. Flashing Cement tube Polyplus 50 Premium 1,3,5,50,55 gal.or ASTM D4586 A thick, fibered,rubberized flashing cement for use MB Flashing Cement tube with modified bitumen membranes. XtraFlex 50 Premium 1,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement for use Modified Wet/Dry tube with modified bitumen membranes. Cement Polyplus 55 Premium 1,3,5,50,55 gal.or ASTM D4586 A mastic compound for use as a roof flashing Modified Flashing tube adhesive. Cement •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • 0.: O • • • NOA No.: 13-1217,01 ••• MWM E NTY ••• • Expiration Date: 10/11/17 Approval Date:11/06/14 •.• • • • •.• Page 4of 33 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • APPROVED INSULATIONS: TABLE 2 Product Name Product DUcrintiot Manufacturge (With Current NOA) Polytherm-H Polyisocyanurate foam insulation Polyglass USA,Inc. Polytherm Polyisocyanurate foam insulation Polyglass USA,Inc. ACFoam•II Polyisocyanurate foam insulation Atlas Roofing Corp ACFoam-III Polyisocyanurate foam insulation Atlas Roofing Corp High Density Wood Fiberboard Wood fiber insulation board Generic DensDeck,DensDeck Prime Gypsum insulation board Georgia-Pacific Gypsum LLC H-Shield Polyisocyanurate foam insulation Hunter Panels,LLC H-Shield CG Polyisocyanurate/perlite composite insulation Hunter Panels,LLC ENROY-3,JM ISO 3 Polyisocyanurate foam insulation Johns Manville Corp. Fesco Board Expanded mineral fiber Johns Manville Corp. Multi-Max FA-3 Polyisocyanurate foam insulation Rmax Operating,LLC. SECUROCK Gypsum-Fiber Roof Board Fiber reinforced coverboard United States Gypsum Corporation .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... .. ... . . •' ' ' NOA No.: 13-1217.01 • AMN ';C' • • • ' Expiration Date: 10/11117 Approval Date: 11/06111 ... . . . . ... . . Page 5 of 33 . . • . • . • • • • • .. .. . . . •• .. .•. • . . ... . • APPROVED FASTwms: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) I. Dekfast Fasteners 12, 14& Insulation fastener for wood, SFS Imec,Inc. 15 HS steel and concrete decks 2. Dekfast Galvalume Steel Galvalume hex stress plate. 2'/s"x SFS Intec,Inc. Hex Plate 31/4" 3. #14 Roofgrip Insulation and membrane Various OMG,Inc. fastener 4. Flat Bottom Metal Plate A2-SS aluminized steel plate 3"square OMG,Inc. 5. Trufast#14 HD Fastener Insulation fastener for steel and Altenloh,Brinck&Co. wood decks U.S.,Inc. 6. Trufast 3"Metal Insulation Round Galvalume AZSO steel 3.23 round Altenloh,Brinck&Co. Plate plate 3"round U.S.,Inc. 7. Polygrip Fasteners#12,#14 Insulation fastener for wood, Various Polyglass USA,Inc &;915 steel and concrete decks 8. Polygrip Hex Plates Galvalume hex stress plate. 27/8"x Polyglass USA,Inc 31/4" .• ••• . . . . . .. .. . . . . ••• . .. ... .. . . . .. . ••• •• ••• . . ••• • ' • NOA No.: 13-1217.01 !r4{M g », ' 009 Expiration Date: 10/11/17 Approval Date.11/06/14 ••• • • • • ••• • • Page 6of 33 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • APPRUVED SURFACING: TABLE 4 Product Product Application Manafactur Name Descriution Rate Specification er P0200 Non-Fibered Roof Coating A non fibered asphaltic coating used I%2-2 gal/sq TAS 140 Polyglass to add life and rejuvenate existing USA,Inc. BUR roofing substrates. XtraFlex 20 Bituminous Roof A non fibered asphaltic coating used i h-2 gal/sq TAS 140 Polyglass Coating to add life and rejuvenate existing USA Inc. BUR roofing substrates. PG300 Fibered Roof Coating An asphalt cutback fibered roof 1!/2-2 gal/sq ASTM D4479 Polyglass coating. May be applied by brush or USA,Inc. spray equipment to rejuvenate aged BUR XtraFlex Bituminous Roof An asphalt cutback fibered roof 1 Ya-2 gal/sq ASTM D4479 Polyglass Coating Fibered coating. May be applied by brush or USA,Inc. spray equipment to rejuvenate aged BUR PG600 Non-Fibered Aluminum Non-fibered aluminum roof coating. %z-1 gal/sq ASTM D2824 Polyglass Roof Coating Type I USA,Inc. PG650 Fibered Aluminum Roof Fibered aluminum roof coating. 1%2-2 gal/sq ASTM D2824 Polyglass Coating Type III USA,Inc. PG700 Eiastomeric Roof Coating A premium white elastomeric acrylic 1-1'/2 gal/sq ASTM D6083 Polyglass based roof coating(water-based). A USA,Inc. polyester fabric may be used for reinforcement with this coating. PG800 Non-Fibered Asphalt An asphalt base,un-fibered clay 3 gal/sq in ASTM D1227 Polyglass Emulsion Roof Coating emulsion two coats USA,Inc. XtraFlex 80 Emulsion Roof An asphalt base,un-fibered clay 3 gal/sq in ASTM D1227 Polyglass Coating emulsion two coats USA,Inc, PG850 Fibered Asphalt Emulsion An asphalt base,fibered clay 3 gat/sq in ASTM D1227 Polyglass Roof Coating emulsion two coats USA,Inc. Polyplus 65 Premium Fibered Fibered aluminum roof coating. 1%2-2 gal/sq ASTM D2824 Polyglass Aluminum Roof Coating Type III USA,Inc. XtraFlex 65 Aluminum Roof Fibered aluminum roof coating. I%2-2 gallsq ASTM D2824 Polyglass Coating Fibered Type III USA,Inc. Polyplus 60 Premium Non- Non-fibered aluminum roof coating. ''/2-1 gal/sq ASTM D2824 Polyglass Fibered Aluminum Roof Coating Type I USA,Inc. XtraFlex 60Aluminum Rogf Nan-fibered aluminum roof coating. Y2-1 gal/sq ASTM D2824 Polyglass •Matin9 : • • . . . .• .*0 : : :.: '. TYPe l USA,Inc. • • • • • • • . •• ••• •• • • • •• . ••• •• •.• . . 0: Dain t ,aaaG �r 00. NOA No.: 13-1217.01 •• �� ' °'• e Expiration Date: 10/11/17 Approval Date:11/06/14 ••• • • • • •.• • • Page 7of 33 • • • • • • • • • • • •• •• 000 • •• 0• APPROVED SURFACING: TABLE 4 Product Product Application Manufactur Name Description Rate Specification er Polybrite 70 Premium Grade A premium white elastomeric acrylic 1-1'/a gal/sq ASTM D6083 Polyglass Elastomeric Roof Coating based roof coating(water-based). A USA,Inc. polyester fabric may be used for reinforcement with this coating. XtraFlex 70 Premium Acrylic FR A premium white elastomeric acrylic 1-1%Z gal/sq ASTM D6083 Polyglass Roof Coating based roof coating(water-based). A USA,Inc. polyester fabric may be used for reinforcement with this coating. Polybrite 90 High Solids Silicone A premium grade high solids,single 1.25 gal/sq ASTM D6694 Polyglass Roof Coating component,moisture cure,fluid USA,Inc. applied silicone coating XtraFlex SRC 9600 High Solids A premium grade high solids,single 1.25 gal/sq ASTM D6694 Polyglass Silicone Roof Coating component,moisture cure, fluid USA,Inc. applied silicone coating Polybrite 95 Silicone Roof A single component,solvent, I.25 gat/sq ASTM D6694 Polyglass Coating moisture cure silicone coating. USA,Inc. XtraFlex SRC 8000 Silicone Roof A single component,solvent, 1.25 gal/sq ASTM D6694 Polyglass Coating moisture cure silicone coating. USA,Inc. Gravel To be installed in a flood coat of 400 lbs/sq N/A Generic approved asphalt at 60 lbs/sq Slag To be installed in a flood coat of 300 lbs/sq N/A Generic approved asphalt at 60 lbs/sq .• ••• . . • . . •• • . .. 00 • . • . • . . • .. ... .. . . . .. . ••• •• ••• . . 0 0 •• •• • • NOA No.: 13-1217.01 ••• IAMb 'C� •i ••• Expiration Date: 10/11/17 Approval Date:11/46/14 0 •0 • • • • 0 •0 • • Page8of 33 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EVIDENCE SUBMITTED.- Tot UBMITTED:Test A envy Test NarntMeport Report No. Date Factory Mutual Research 4470 2W7A7.AM 08.04.94 Corporation 4450 2D5A9.AM 06.22.99 4470 3001334 02.15.00 4470 3000857 01.12.00 4470 3004091 01,12.00 4470 3012321 07.29.07 4450 3014751 08.27.03 4450 3019317 06.30.04 4470 3014692 08.05.03 Trinity ERD TAS 114 11752.09.99-1 02.08.00 TAS 114 02764.09.05 09.09.05 TAS 114 02762.03.05 03.30.05 TAS 11?(B)-ASTM D903 020841.06.04 06.02.04 TAS 114 P 1734.07.06-R 1 02.27.07 TAS 114 P1738.02.07 02.05.07 TAS 114 P1739.01.07 01.23.07 TAS 117(B)-ASTM D6862 C8500SC-11.07 11.30.07 ASTM D6164/ASTM D6222 P10490.08.09 08.13.08 ASTM D6164/ASTM D6222 P10490.10.08-R1 10.03.08 ASTM D6222 P7400.03.08-R2 10.09.08 TAS 114(D)--ASTM DI876 P10070.10.08 10.09.08 ASTM D6222 P10490.10.08-2 10.30.08 FM 4470&TAS 114 P33970.03,11 03.15.11 ASTM D6163/ASTM D 4601 P33960.03.11 03.15.11 TAS 114&TAS 117(B) 11757.12.00-1-Rt 04.29.13 TAS 114&TAS 117(B) 11757.04.01-1-R1 04.30.13 ASTM D6164 P37590.07.13-1 07.02.13 ASTM D6164 P37590.03.13-3A 03.06.13 ASTM D6163 P37590.03.13-2-RI 02.05.13 ASTM D6222 P37590.09.13 09.12.13 ASTM D4601 /TAS 117 P45940.09.13 09.04.13 TAS 114&FM 4474 P41630.08.13 08.06.13 TAS 114(H) P13760,09.09 09.10.09 ASTM D4601 /TAS 1 l 7 P45970.05.14 05.12.14 PRI Construction Materials ASTM D6222 PUSA-061-02-02 01.28.08 Technologies ASTM D6222 PUSA-062-02-02 12.04.08 ASTM D6163 PUSA-064-02-02 02.27.08 ASTM D6694 PUSA-134-02-01 05.16.14 .. ... . . .. ASTM D6694 PUSA-135-02-01 05.16.14 . .. . . . . ... . •• ••• •• • • • •• • ••• •• ••• • • ': MtAl IOAOECibiJN"rY : : NOA No.: 13-1217.01 Expiration Date: 10111/17 Approval Date:11/06/14 ••• • • • • ••• • • Page 9of 33 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Membrane Type: SBS/APP Deck Type 1: Wood,Non-Insulated Deck Description: '9/32'1 or greater plywood or wood plank. System Type E(1): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Base Sheet: One ply of Elastobase,XtraFlex SBS Glass Base, Elastobase P or Polyanchor fastened to the deck as described below: Fastening#1: Attach base sheet using I I ga.annular ring shank nails and 1-5/8"diameter tin caps spaced 8" o.c. in a 4"lap and 8"o.c.in three equally spaced staggered rows in the center of the sheet. Fastening#2: Attach base sheet using OMG#14 Roofgrip fasteners and Flat Bottom Metal Plates,Dekfast #14 with Dekfast Galvalume Steel Hex Plates,Polygrip Fasteners#14 with Polygrip Hex Plates or Trufast#14 HD Fasteners with Trufast 3"Metal Insulation Plates spaced 12"o.c.in a 4"lap and 12"o.c. in two equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SA V(1.5-mm),Elastoflex SA V PLUS,XtraFlex SBS Base SA,Elastoflex SA V FR(1.5-mm)or Elastoflex SA V PLUS F.R,self-adhered. Membrane: One ply of Polyfresko G SBS SA,Polyfresko G SBS SA FR,Polyfresko G APP SA, Polyfresko G APP SA FR,Elastoflex SA P,Elastoflex SA P FR,XtraFlex SBS G SA,Polyflex SA P,PolyKool,XtraFlex Kool AAP S SA,Polyflex SA P FR or XtraFlex APP G SA,self- adhered. Or One ply of Polyflex G,torch-applied. Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -52.5 psf;(See General limitation#7.). • ••• •• ••• • • •• •• • • NOA No.: 13-1217.01 • • • ' Expiration Date: 10/11117 Approval Date:11/06/14 ••• • • • • ••• • • Page 26 of 33 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet, GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24" o.c.;or strip mopped 8"ribbons in three rows,one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 275 lb£,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. • ... • • • • •• END OF THIS ACCEPTANCE . .. . . . . ... . •• ••• •• • • • •• • ••• •• ••• • • •• MfAt ,- �DE U i i NOA No.: 13-1217.01 •• L'�•] l • Expiration bate: 10/11/17 Approval Date:11/06/14 ••• • • • • ••• • • Page 33 of 33 • • • • • • • • • • • •• •• • • • •• •• POLYGLASS USA INNC R14571 150 LYON DR FERNLEY,NV 89408 USA SINGLE PLY MEMBRANE SYSTEMS Class A-Fully Adhered Deck:GI5/32 RICH=2 I" tion(Optional):---Polyisocyanurate,parli%wood fiber or polyisocyanuraWperlite board,any thickness. Barrier Doard:,.. in.(min)G-P Gypsum DensDeck®,mechanically fastened with all joints staggered 6 in.from the p joints. Base Sheet:--"ELASTOBASE" sand),mechanically fastened or"ELASTOFLEX SA V PLUS FR","ELASTOPLEX SA V FR"or"ELA LEX SA V FR BASE VENTT"(self adhered). Ply Sheet(Optional)----"ELA.STOFLEX SAV R" "ELASTOFLEX SA V FR"or "ELASTOFLEX SA V FR BASE VERrr',(self adhered). Membrane:--"POLYFLEX$A P FR","POLYFRESKO APP SA " "ELASTOFLEX SA P FR", "POLYFRI~SKO SBS SA P FR","ELASTOFLEX SA V FR HT',(self adher "POLYFLEX G FR",'POI.YFRESKO TORCH FR","DUFLEX G FR","ELASTOFLEX S6 GFR", FRESICO MOP FR","ELASTOFLEX VG FR"or"ELASTOSHIELD TS G FR",heat fused 22.Deck:C-15/32 Incline: 1/2 Insulation(Optional):----polyisocyanurate 1.5 in.(min.)with all joints staggered 6-in.(min.)from the plywood joints, Base Sheet:—Type G2 mechanically fastened followed b "ELASTOBASE" mocha ically a ed. Ply Sheet(Optional):—"ELASTOFLEX SA V PLUS FR","ELASTOFLEX SA V FR"or "ELASTOFLEX SA V FR BASE VENT",(self adhered) Membrane:.—"POLYFLEX SA P 1~R","POLYFRESKO APP SA P FR","ELASTOFLEX SA P FR,,, "POLYFRESKO SBS SA P FR",or"DUPLEX G FR","POLYFLEX G FR","ELASTOFLEX S6 G FR',"POLYFRESKO MOP FR","ELASTOFLEX VG FR"or"ELASTOSHIELD TS G FR",heat fused. 02012 UL LLC The appearance of a company's name or product in this database does not in itselfassurethat products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Listed and coveted under UL's Follow-Up Service.Always look for the Mark on the product, UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information,Designs and/or Listings(files)must be presented in their entirety and in a non-misleading manner,without any manipulation of the data(or drawings).2. The statement"Reprinted from the Online Certifications Directory with permission from UL"mast •• •. appegr;Wjar#gt to the extracted material.In addition,the reprinted material must include a copyright • • •. :1094 i4tht following format."0 2012 UL LLC". . •• • • • . ••. • • •• •• ••r • •• •• ••• • • ••• • • SINGLE HUNG x 50 440.10 PSF F FRENCH DOOR 43.41)PSF+4 33"x 8(° N.OA1f1;114013.14 0.10 PSF FRENCH HORZ ROLLER �BFD SL MG GLASS DOOR E X 27'x 80' 5rx 40' 111'x 83.5° O N.OA#i 1524 +40.10 PSF +40.10 PSF +40.10 PSF 43.40 PSF 43.40 PSF FRENCH DOOR SSE HUNG -53.80 PSF 7 N.OA 154024 N.OA#1505192 Vx w 3rx 5O6ff N.OAA 15-1013.15 1` SH SH +40.10 PSF SLIDING GLASS I +40.1a PPF -03.40 PSF 188.W x 80° -43.40 PSF Egg F S 5 N OAA 15-x'1824 +40.10 PSF N.O"11-1013.14 ALUM 43.40 PSF Eg s N.OA#i 1 105.01 Egress �� N.OA/A 151013.15 S N ALUM MULLION BEDROOM BATH F' �3 2 S N.OAA 141105.01 Egress KITCHEN MASTER BEDROOM a • •••• •• FAMILY ROOM • ...... ..,. Baa `�. , • •9• • 0.9• � " �� " 0 < y • • ••999• • • LLJ y • • 0000 LL • • • •90.0• J -- J �- � • •• ••• • 99 •999•• 4 !� -sem �' • •• ` S 1, I s ENTRY _ <" mac ; L900 000000 a F. � Sus E _ FD 78xs0ui �e = - • +40.1-43.1 psf ® c. tW rs � � NOA C v i Cl L:,! 4� 15-0811.05 0 �, I C (� A ® ^^� W Oki < C) ZN Iry . A . ... . . ... % .. % .. . . . . . . . . . . • • ••• • • • • ••• MIAMI•DADE "' ••• •• ' • •' • •• • MIAMI-DADE COUNTY • •• • • • • •• PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY ft"D ECON19NMC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEMANCE (NPA) www.miamada&Aev/economy PGT Industries 0 - ; •• 1070 Technology Drive • • ;. 000 00• North Venice,FL 34275 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—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami,:Dade County Product Control Section that this product or material eet a requirements of the ap bifit g code. This product is approv scribed herein, and has been designed to comply wt e rida Building Code, including th igh Velocity Hurricane Zone.- DESCRIPTION:S "HR-71011 Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing itled "Alum. Horizontal Roller ow, Impact", sheets 1 through 11 of 11,dated 02/28/06,with revision F date ,prepare y manufacturer,signed and sealed by Anthony Lynn Miller,P.E., be unty Product Control Revision stamp with the Notice of Acceptance and expiration date by the Mia ' ado County Product Control Section. NIISSILE IMPA TING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a perm rees 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 and renews NOA#11-1114.04 and consists of this page 1 and ovidellce ages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0519.09 MIAMFDADE COUNTY Expiration Date: December 21,2021 Approval Date:.July 09 2015 Page 1 r . ... . . ... % .. . . . % .. . . . ... . . . . ... PGT Industries . ... . ... . .. Pq(MCE OF.ACCEPT4NX: EVIDENCE SUBMITTED . . . . . . ... . ... . A. DRAWINGS •• • . . .. ... .. 1. Man 2gturef*s tiij c rjw$gs aa4 sections. (Subrnidert urid&''1W11-2JV6.07-0815.09 crud 06-0405.06) 2. Drawing No.4127-10,titled"Alum.Horizontal Roller Window,Impact",sheets 1 through 11 of 11,dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5330,dated 07/18/07,signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 070815.09) 2. Test reports on: 1)Air Infiltration Test,per FBC;TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4858,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC;TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4859,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06 0405.06) v Manuel P re ,P.E. Product Control AxAminer NOA No.15-0519.09 Expiration Date: December 21,2021 Approval Date: July 09 2015 E-1 I 1 ' 1 %• • ••• • • • ••• •• • • • % •• • • • • • • • • • • • • • ••• • • • • ••• PGT Industries :MMUCE CIF AQUPTAWE: EVIDENCE SUBMITTED • • ••• • ••• • C. CALCULATI•t�IYS• •• ••• •• 1. Anehd%vef&4i4ntajc4jatiC4s and structural analysis;complying with FBC-5'h Edition{2014),•dated W;l4/15;prepared by manufacturer, signed and sealed by Anthony Lynn W1iller,P.V.• •• 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5te Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. 3. Laboratory compliance letter far Test Report No.FTL-5330,issued by Fenestration Testing Laboratory,Inc., dated 07/18/07,signed and sealed by Carlos S.Rionda,P.E. (Submitter)under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No..FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (Submitter)under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Sliding Window - L.M.I., approved on 02/16/12 and expiring on 12/21/16. Manuel P e ,P.E. Product Control Wminer NOA No. 15-0519.09 Expiration Date: December 21,2021 Approval Date: July 092015 E-2 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW - 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. KURARAY BUTACITE PVBINTERLAYER a� 16-LAMI CONSISTING OF(2)LITES OF 1/8°ANNEALED GLASS WITH A.090'°PVB'INTERLAYER _ SAFLEX PVB INTERLAYER BY B.6118'LAMI CONSISTING OF(1)LITE OF 118 ANN �T STRENGTHENED GLASS WITH A.090"PVB"INTERLAYER. EASTMAN CHEMICAL COMPANY C.5118"LAW CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER D.7118'LAM[CONSISTING OF(2)LITES OF 3/18'ANNEALED GLASS WITH A.097"PVW INTERLAYER E.7/18'LAMI CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 3118'HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER NOA DRAWING MAP F.7118'LAMI CONSISTING OF(2)LITES OF 3118'HEAT STRENGTHENED GLASS WITH A.090'"PVB'INTERLAYER JH1917, G.13116'LAMI IG:(1)LITE OF 118"OR 3118"ANNEALED(MIN.)GLASS,5118'OR 318'AIR SPACE AND 5/18"LAMI GI:4EIN "ES.........t?** ••••:• CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.090'"PVB'INTERLAYER. GLA" D AL.S........y.2•• • DESIGN PRESSURESa....3• 4 • H.13118"LAMI IG:(1)LITE OF IV OR 3118°ANNEALED(MIN.)GLASS,6/16°OR 318"AIR SPACE AND 6116'LAMI CONSISTING OF(1)LITE OF 118'ANNEALED GLASS AND(1)LITE EL�C�....._.........!.II 000000 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"'PVW INTERLAYER. HORI ITONS.............5• • • ORIZ.SECTIONS.._........5 •••••• 1.13116°LAMI IG:(1)LITE OF 1/8"OR 3118"ANNEALED(MIN.)GLASS,6/16"OR 318"AIR SPACE AND 5/16'LAM[ P 1 d3T ._1_6 • • • CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A.GW'PVB"INTERLAYER "•••/•• •• SI -.... W.... •• • CORNER DETAIL.-2.. 5 • • J.13118"LAMI IG:(1)LITE OF 1/8"OR 3118'ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 7116°LAMI AReHbR1Kf_.._......9.,19.,8-11 4 ••••• CONSISTING OF(2)LITES OF 3118'ANNEALED GLASS WITH A.0W'PVB'INTERLAYER •• •• • •••••• • K.13116"LAMI IG:(1)LITE OF 1/8"OR 3M6"ANNEALED(MIN.)GLASS,3118'OR 1/4"AIRSPACE AND 716'LAMI •••••• • • CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090""PVB'INTERLAYER • • • • • • • • •••••• *00000 L.13/16"LAMI IG:(1)LITE OF IV OR 3116"ANNEALED(MIN.)GLASS,3116"OR 114"AIR SPACE AND 7118'LAMI •• • • • • CONSISTING OF(2)LITES OF 3118"HEAT STRENGTHENED GLASS WITH A.090'"PVW INTERLAYER ••• i 0000 i•••• 2.CONFIGURATIONS:OX XO,XOX •• • 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. pF B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6.S TTERS ARE NOT REQUIRED. PRODUCT REVISED as�nPlYi^S with ft Flmtde 8 E AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A*Miamc cetm RulldingCode ANo I b �2� 7.REFERENCES:TEST REPORTS FTL-4868,FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S Q ANSUAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL S.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY QHURRICANE ZONE(HVHA �� LYNN D 1 . 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. �`� �.•��GgNS� •Ff' N0.58705 Lu AsEo� ••y: L.IId. 814116 F 5THEVfflDNjMVFBC UPDATE GENERAL NOTES ,;�,o;•.,;�IOR\O?:•'�Ca�� 5570 TEOHtJOLOOY ORNE .. rr. 1m17111 E FW20wx 1oCODECHANOE "�"Q"��"�75 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT JA WAVII D ADDED 10 CAP TO BE IM11PFRED •Sl'rAr07E P.O.S. L34 Vbi*Better c.rruas m mAasg 114F, 4 Ai rl M51L�iL'P.E m w aw aw noKonns D�4va FetTto NTS 1 t1 4127-t0 F P6�� FX. 22aM J.J. 923/08 KURARAY BUTACITE PVBINTERLAYER or SAFLEX PVB INTERLAYER BY 21 50 21 50 EASTMAN CHEMICAL COMPANY �]EXTERIOR INTERIOR 1/2"NOM. 55 1/2'NOM. (ALL SECTIONS) 53 GLASS SITE GLASS BITE 0000 Ii • • • 0000 696000 51 60,61,62 51 63,64,65 '••• i • •6 6• • 9 • 1/8"ANNEALED OR HEAT STRENGTHENED 3/18'ANNEALED OR HEAT STRENGTHENED GLASS •••••• •• •.•••6 890 PVB INTERLAYER 090 PVB INTERLAYER •••0.0 • • 6 1/8'ANNEALED OR HEAT STRENGTHENE GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 6 9••0 0 7/16"LAMINATED •••9 • 9 • 6 6/'18'NOM. 000000 • 0000• 5/16"LAMINATED GLASS 7/16 LAMINATED GLASS 0000 • ••••• 69.00• 000 • 00.06 •• •• •0 6.0.09 • 0000•• • • • • • 6 • • • 9••66.• 669••• • • • • • • • 0000•• 00 • 0009 • • &—ILIJ 50 21 50 •. • 1/2"NOM. 112"NOM. 59 GLASS BITE 59 GLASS SITE 52 52 PmODUpfy�w�ilhUreDFtoride 66,67,68,69,70,71 72,73,74,75,76,77 Badding coda Aee4pmaeoNo 1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS ia3t3on i)e(e 09D PVB INTERLAYER .090PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS Miam ado t 6/18'LAMINATED 7/18'LAMINATED 5116°OR 318'AIR SPACE 3118"OR 114"AIR SPACE 1l8"OR 3/18"ANNEALED OR TEMPERED GLASS Qp 1/8"or 3M8"ANNEALED OR TEMPERED GLASS QD 13118"NOM. 13116'NOM. N", y LYNN 13/16"LAMI IG GLASS W/5/16"LAMI 13116"LAMI IG GLASS W/7116"LAMI p�� "•M1<< No.58705 ire QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE OP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. _ R IAnTl , '• LAL sn4ns F REVI890INTERLAYER MAAM/FACTURER GLAZING DETAJLSPund %U��.'•.FLOR1vP•' Cam`; 1070 TECHNOLOGY DRNE 1 r7n1 E ` nwrarAmGETltlssMEEr NNENCE.RM6 ALUM.NORIZONTAL ROLLER WINDOW,IMPACT ��S`S1J,0NA\- ` JA dROHI D ADDED IG DAA TO BE TEFMW iBHFrAWE P.O.F3QX i61B gy,o„Q eo+e are gfNpNs I AU{t(N IJII P.E NOXOMIS.FL 3W4 Vbi*Better tW7t0 FUII 2 °�1 4127-10 F P.Eo W= FX 2am J.J. mm I TABLE 1. XOX(1/4,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 36 318" 48" 60 619" Be 80" 63" Be A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 1Q Be" A,B,G,H +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -66.2 FOR INSTALLATION IN 106318- A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +65.2 -55.2 +5Z3 -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -64.6 +51.7 -61.7 L GLASS TYPES G- L SHALL HAVE A 111" A,B,G,H +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 T+59.5 -59.6 +53.6 -53.6 +60.9 -60.9 TEMPERED I.G.GLASS CAP.BOTH THE OP ••• UP TO 111" C,I 160.0 -60.0 *AND ANCHOR •••• •000 •• •QUAIITIFf REMAIN • UP TO 111" 75.0 -75.0 UNCHANGED. •• 0• D'E'F' + •• J,K,L •0000• 00 4 •00000 TABLE 2. 0.0:0• XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) •••••• 0•••0 0•••• •.•. . ... WINDOW GLASS WINDOW HEIGHT ..• • WIDTH TYPE ALL HEIGHTS UP TO 83" •••••. 000 • 000000 00 •• 00 0000•0 T0987/1ABC 6" OH1,+ 60.0 80.0 :••0.0 • •• • •• • • DE,F, 0000•• 0000•• T0887/18" JKL +75.0 -75.0 ••• • :0000: TABLE 3. •• •••�•• • OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) •• • WINDOW GLASS W HEIGHT W TYPE 26" 38" 38 318"r( 4 60 6/8" 64" 60" 83" 6 " A, ,G,H +75.0 -76.0 +75.0 -75.0 +75.0 75. +75. --75.0 75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 A,B,G,H +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -5.0 +75.0 -75.0 +75.0 75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 76.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +69.6 -69.6 !+66,2 -85.2 Paooucraev�s®av eomplr�s•tea ao Florlde 74" A,B,G,H +76.0 75.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 75.0 +68.1 -68.1 -63.8 A" �°N 1 -05 oUP TO 74" C,D,E,F, -75.0 u I,J,K,L Miem Product GLASS -,TEST REPORT FTL-4858(XO)Q,F FL-4859(OX&XO)AND FTL-5330 A 116"LAMI-(1/8'A,.090,1/8'-A-) G.13/16"LAMI IG-1/8'OR 3116"A(MIN.),6/16"OR 3/8"AIR SPACE,5116"LAMI-(118"A,.090,118"A) B.6/16"LAMI-(1(8' H.13116"LAM]IG-118"OR 3116"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/87A,.090,1/8"HS) C.5/16"LAMI-(1/8"HS,.090,118"HS) I. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5116"OR 3/8'AIRSPACE,5118"LAM[-(118-HIS,.090018-HS) \�� ..LYNN.v4z��i,�� D.7116"LAMI-(3/16"A,.090,3116"A) J.13116"LAMI IG-1/8"OR 3116"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3116"A,.090,3116 A) E.7116"LAMI-(3116"A,.090,3116"HS) K.13116"LAMI IG-1/8"OR 3(16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3116"A,.090,3116"HS) = 'r; No.50705 F.7116"LAMI-(3116"HS,.090,3116"HS) L.13118'LAMI IG-1/8"OR 3/16"A -),3/16"OR 1/4"SPACE,7116"LAMI-(3116"HS,.090,X16°HS) LAL HH4M F NOCHAAA3ETtfJSS11EET STA£ 1r TECHNOLOGY OWE � � D SIGNPRESSURES O' •.• fi tolaoCCS J.J. tOHTHt E AIDCHANOEPTWSSHEET N.vEMCE.FL3az7s "" %,,"% 0....... \ ` JJL 42W1 D ADDED 10 CAP TO BE WEAPERED +XFTWM P.O.Box 15" ALUM.HORIZONTAL ROLLER WWNDOW,IMPACT NOKOWS.FL 34274 V&i*Bermr m"" 4N .t A1e°1°x' "� AL �IOP.E i n�J ?Ize/OB a tanm NTS 3 d fi 4127-10 F • 27 316' 27 316° 27 316" MAX.DLO 5406-MAX.DLO FIXED MAX.DLO MAX DLO VENT VENT FIXED p D B B B B X O X X 0 — •• • • •• •� •• • • • • • ••••• I Ir. 857116'MAX.WIDTH I.F.FRAME•••• • ••• • ••i••• 110"MAX MOTH I.F.FRAME 7116•MAX,WIDTH FLANGE FRAME Ir+-111°MAX.WIDTH FLANGE FRAME •• •• •• 6040:4••••• DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) •• • • •• • • • • ••••- • •••••• • NOTE: • • • 1.SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • • • •••••• 33 9/18"MAX. 33 8118"MAX. +• • •••• • • DLO FIXED C DLO VENT 6es 0 90:4" • • SEALANT OR GASKET 63"MAX. AT HEAD AND SILL FLANGE A FRAME 15 A I ALL 66" CONFIG. 57 316' MAX MAX. 15 I.F.FRAME a REVISED tbo DLO ALL u comp,yiag with Wo Flo*1Ao DLO ALL / / VENTS — Building code 'M FIXED / / 62"MAX. n ac«ptmee No l��j`, LITES I.F.FRAME 1 ry31ld onnaro O I X ALL By 1 Flodt� CONFIG. I 1 13 FLANGE FRAME LYNN ��•''•4\GSNSg''•�F�Q r C WIDTH I.F.F E--I VIEW D-D 4+ 74"MAX. FLANGE FRAME No.58705 (FRAME CORNER CONSTRUCTION) r DETAIL A-OX OR XO 7 LM 8/14H8 NO SttFET cwallo= 0•'• STATE OF ,oroTECHNCLo4YONNE ELEVATIONS •.,FCORPO-"109W Cam 7,A fW7111 E NO YM N.vEN,cE,FLsaxTs nss �i C�Sr •.....•• P.o.eoxs2e ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ',,� J.R aml D NOCNAMf niffi3H�7 e.aruen .r. +•+•.* A. 1tAiL'L7k,P.E. am. NOKOMI$.fl34274 VLrlbtyBetar t�110 NYS 4 u 11 4127-10 P P.E.•Bgro6 RX 2WM J.J. 3.?3lOB , MMIDWWREVI DFSCRWnON MAIL I PGI# rEMAJOINGMIREVI DFSC22WMN MAIL I PGI# 1 1 41021 A IFFLANCEFRAMEHEAD 6063-TEAL 61223766 ICLASSI 13/16"1AM110118 A IN. 3/8"AIR SPACE,5l16"1AMI 1/8"A.090PVB,1/8"A 2 4025 SASH STOP STD. ANTI LIFT CLIP) 6063-TS AL 612244 67 13/16"LAMI 161/8"A IN. 3/8"AIR SPACE,5/16"LAMI 1/8'A .090 PVB 1/8"H3 3 #8 X 314 PH.PAN HEAD 7g34AA 68 " W16"LAMI YS"A(MIN. 3/8"AIRSPACE,5/16"LAMI I/8"HS,.090 PVB,1/8"HS 4 4053 SASH STOP COVER SASH STOP) 6063 TS AL 69 " 13116"LAMI 10.3116"A(MIN.),5/16"ARt SPACE,5116"LAMI 118°A,.090 M,I/rA 6 4136 SASHFLANSTOP 6063-TEAL 64136 70 13116"LAMI 10-3116"A(MIN.).5/16"AIR SPACE,5/16"LAMI ll8'A,.090PVB,I/8"HS 7 4137 SEI.ADAPTOR 6063-T6 AL 64137 71 13116"LAMI 163/16"A(MIN.),5/16"AIR SPACE,5/16"LAMI V$'HS,.090 PVS,ll8°HS p 8 4131 ROLIERTRA R 6063-T6 AL 64131 72 13/16"LAMI IO.1l8"A IN. V4"AIR SPA(3i,7/16"LAW(-3/16"A,.090PVB 3116"A 8 7121 WEEP LLERTR COVER. POLYPROP. 71298 13/16"LAMII61l8"A . 114"AIRSPA 7/16"LAMI /16"A,.090 3/16'HS 12 126 ADHESIVE OPEN CELL FOAM PAD 7P71298 74 " 13/16"LAMI IO-US"A(MIN).V4"AIRSPACE,7/16"LAMI /16"HS,.090 PVB,3/16'HS 13 4002 A FLANGEFRAME JAMB 6063 T6 AL 612225 75 13/16°LAMI 163/16°A(MIN. 3116"AIRSPACE 7116"LAMI(3116°A,.090 PVB,3/16"A) 76 13/16"LAM[163116A(MIN.).3116"AIRSPACE,7116"LAMI 3/16°A,.090 PVB,3/16°HS •• 14 4134 GASKETFORMAINFRAMESHLJOINT 74134W/K 71 13/16"LAMI 163/16"A IN).3/16"AIR SPA 7/16"LAM[ 3116" S .090 ,3/16"116 15 1155 1#8 X 1.000 QUAD PN.SMS 781PQA 90 1014 1 SCREEN FRAME OR&VSR. 3105-H14ML • •• •••••• 16 4110 G SCREEN ADAPTOR 6063-TS AL 641I00 • 91 1630 SCREINCORNERKEYW/RINC POLYPRO . • •• • 17 4054 B MMMEETINORAIL 6063RD-T6 AL 64054A • • 42 1631 SCREEN CORNER KEY W/OUT RINGS POLYPRO!! •• • •••••• 19 4066 WSTP. 187X.230 FINSEAL 640660- 93 1073 SCREEN SPRING[ ST.S'li•• •• • • • 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-.133 DIA.FOAM EM PV •••••• 22 1693 WSTP..250 X.270 BA FIN SEAL 6168313 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC • •••••• 0000• 23 225.1 ROLLERHOUSENG&GUIDE 42112HD 96 SCREEN a•� 24 226 BRASS ROLLER WHEELS BRASS 7BRW HL2 000000 ••• • 99:090 • •• •• • 29 4128 HOR3ZONTALROLLERSASIiTOP GUIDE POLYPROP. 44128N • 0000•0 32 4006 D SASH MEEMORAIL 6063HS-T6 AL 64006 2.710 •••••• • • 33 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G • • • • •••••• 35 1096 SWEEP LATCH DIE-CAST 71096 •••••• 36 1016 #8 X.625 PH.FL.SMS 7858 0000 i 0000 i••••: 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 2.BP4 • • • 38 1683 1 IWSTP.,.250 X.270 BACK,FIN SEAL 61600 •• • 082 39 7070 113UL13 WEATHERSTRIP.187X 275 6707CK 40 LIFT RAIL COVERCAP 74078"C'LORR 41 4139 1.F.FRAMEHEAD 6063-T6 AL 64139 41 I.F.FRAME HEAD 42 4140 I.F.FRAME SB.L 6063-T6 AL 64140 #4139,6063.78 43 4141 LF.FRAMEJAMB 6063-T6 AL 64141 50 GLAZING SILICONE,DOW 899,9950R DIVALENT Fl:ooucr REVISED 51 1224 VIlNYt.GLAZINOBEAD BULB CK 6TP247W,K "s complying with the Florida 52 1225 VMYL GIAZINGBFAD BULB A 6TP248K 2.784 Building colo -051 �j I ccepumco NoIs 53 4039 B GLAZINGBEAD-5/16" 6063-TS AL 64039E rationDate 54 4044 B (HAZINGBEAD-5/16"W/CRILLKYI' 6063-T5 AL 644703 .0 22 3.152 By 55 4222 A GLAZINGBEAD-7/16" (063-T5 AL 64222 M i product .082 GI 56 985 C A2INGBEAD-7/16"W/G'RaLKIT 6063-TS AL 6985 1988 59 4067 GIAZINGBEAD-13116" 6063-T5 AL 64067 60 GLASS 5116"LAMI 118"A,.090PVB,118'A 43 I.F.FRAME JAMB 61 " 5116"LAMI 1/8"A_090 PVS 118"HS #4141,8083-T8 62 5116'LAMI(I/8°HS,.090 PVB 118'HS 63 ° 7/16"LAMI(3/16-A .090PVB 3116'A L2.710 '1. No.58705 64 ' 7/16'LAMI 3116'A .090PVB 3/16"HS 42 I.F.FRAME SILL Q 65 " 7/16'LAMI(116'HS,.090 PVB 3/16"HS #4140,8083 T8 J.13' -7 LK 6114/18 F NO CHAMQETH(33HEET O1° (1 .• Sl'hTEOF tomTECNNOLom OwvE PARTS LIST 'i��t' '•.�CORIOP.''�(> Jt 101!7/f! E MOCHANOE►itBHEET N.vENICE.pLaans T "Y �,St�/C)I!/�1.�C P.o.eox t0za T ALUM.HORIZONTAL ROLLER WINDOW IMPACT �,t I I)�I�� J.R. Q�/17 A AWED 'TOGLA831YPE8 n-ow a" V4Jbh'Better a c,.fea't sar" ea,ee aaMhpxa +� A.LYNN Me.tER P.E. NOP PL 34774 FJG ?/28/08 JJ 9/29/ tete NTS 8 a 1? 4927-10 F RE00705 x+-1.513-�•�� - - .082 1.187 .738 I►— I JI1��I 3. 52 t^1'4431 1. 73 '08 O SASH STOP COVER 73 .082 Woo 4 #4053,6063•T5 1.� I�-2.710—"'1 7777111111LL��22 �-2.710--�I 1-•-2.784 00000 O FLANGE FRAME HEAD FLANGE FRAME SILL O FRAME SILL ADAPTER • � *000 ••• •••••• #4102A,6063-TO #4138,6083 T8 7 #4137,6063.76 1.363 • • • • •• •• •••0�• •• 0000•• • 1.87 13 FLANGE FRAME JAMB :••••: .o81 082 #4002►, 08N T$ - :•..: • • rr " 0090 • 0000. —►IF---:062 0 • 490 4 I ••••9• •9• • •••9• T—�-+1.45f •� 0.1.403 0000• •• •••99• 1.48 O SASH STOP FIXED MEETING RAIL HOR{Z.ROLLER TRACK 17 #4054B W63HD TB :Soo*:*•'•; . •. ...•;• #4025,808375 #4131,8083-T8 •• • 0000 • • .002 2L.062— 2. 28 050j 1.837 1. 9 1 .062 {� i� .878 L49-.4 11.061 1.098 PRODUCT REVISED SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAILO GLAZWG BEAD,5/16" aewmPiyingwithftFWdda 21 #4133,6063-T5 #4006D,6063HS T6 #4126,6063-T5 53 #4039B,606375 A° I j•Otj iq.0� ration para 1 Miami Product 1 _678 878 050 I 878 883 050 —7 Wt LLLL-��LL�� r1r1u1'��LtL ' 1.096•--�'••—^�� 1.096--�••�•-1� GLAZING BEAD,7/16" GLAZING BEAD,13/16- GLAZING 54 GLAZING BEA ,5/16" S5 GLAZING BEAD 7/16" 58 59 #4067,Bo83T5 �N••'•t_�cENSF'•�`/r ' #4044B,8063-T5 #4222A,8063.75 #9850,8RILLK `i (USED W[GRILL KIT) (USED W/GRILL KIT) = y : NO.58705 n` srdTr: erlans t NOMW40E7HJSSHEET EXTRUSIONS ,aro TECHNOLOGY DRIVE trt ''.�`�'F<cM�o�.•'a(��`� rr fonTnt No cHANoeTH[38HEH7 "'�"" '6 � ALUM.HORIZONTAL ROLLER WINDOW IMPACT JR 8�/it 0 NOGHANOETHISSHEET P.o.egxtree �� s.4 ace• a.ra• alYrjr)IaWi-#H1.1'� 03,112" � pIOKOMI3,P1.34274 V[tfb[y HR7t0 Half 7 d 11 4127-10 F P.E9 ceros FJG P/28/OB J.J. 3/29 8 ANCHOR QUANT(T1E8 XOX 1/3.1/3-1/3 WINDOWS TABLES NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E F,I,J,K,L ANCHOR TYPE 2,3,WOOD 2,CONC 1,C ONO 2,3,WOOD 2,CONC 1,CONC 1.ANCHOR TYPES: &SUSSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4'ELCO TAPCONS 2-114°ELCO SS4 CRETE-FLEX 3412&12 STEEL SCREWS(G6) rn w rn 2.GLASS TYPES: t"� WINDOW SIZE HEAD&SILL HEAD&SILL HEAD&S01 HEAD&SILL HEAD&SILL HEAD&SILL A.5116"LAMI-(118"4,.090,1/8'A) FOR INSTALLATION IN THE HVHZ ABOVE 30 V I I -+ 1 � B.5/16°LAMI-(1/8°4,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000x 38.378 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 C.5118'LAMI-(1/8'HS,.090,1l8-HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+062+1+062+1 3 1+062:1+02+1 3 1+C2+1+02+1 3 1+02+1+062+1 3 1+02+1+02+1 3 1+02+1+02+1 3 D.7116'LAM[-(3/16"4,.090,3/18-A) ANCHOR QUANTITY REMAIN UNCHANGED. 60.625 1+C2+1+C2+1 3 1+02+1+C2+1 311+02+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 E.7/16"LAMI-(3/16.4,.090,338"HS) F.7118'LAMI-(3/18"HS,.O80,3118"HS) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 G.13/18"LAMI IG-1/B°OR 3118'A(MIN.),5118"OR 318"SPACE,6/16'LAMI-(1/8"4,.090,1/8"A) 80.000 1+02+1+C2+1 3 1+062+1+020 3 1+C1+1+02+1 3 1+062+1+CZ+1 3 1+C2+1+C2+1 311+02+1+C2+1 3 H.13/16'LAMI IG-118'OR 3116"A(MIN.),6116-OR 318'SPACE,S/18"LAM[-(1/8'A..090,11W HS) 83.0 1+02+1+062+i 3 1+02+1+02+1 3 1+01+1+CZ+1 3 1+02+1+02+1 3 1+02+1+062+9 3 1+063+1+03+1 3 1. 1338°LAMI IG-118°OR 3116"A(MIN.),6110"OR 318"SPACE,6116-LAMI-(1/8"HS,.090,11W I§),•• I J.13/16'LAM[IG-118"OR 3116°A(MIN.),3116-OR 114"SPACE,7116-LAMI-(3116-A,.090,3366A) 53.126 x 38.378 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1tC2+1+C2+1 2 K.13/16"LAMI IG-1/8'OR 311r A{MIN.),3118'OR 1/4'SPACE,7/18" ( 8• 090,3/16°R9/•• •••••• 48.000 1+02+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 L 13/18'LAMI IG-118°OR 3/18"A(MIN.),3118°OR 1/4°SPACE,7/18' f•fj 8' S,.090,3/1 6 HS • • • 50.626 1+C2+1+C2+1 3 1+C 2+1+C 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 311+C2+1+02+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASEEPWWWR VOLLOWINGO•• ••••i• 64.000 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C20+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGERjjjC:J•IN TABLE. 80.000 1+C2t1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 • • • 63.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C1+1tC2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C3+1+03+1 3 HEAD&SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLI0 ••• • • • • 26 314'MAX.FROM CORNERS • • ••••• 60.000x 38.376 1+02+1+C2+1 2 1+C2+1+Cd+1 2 1+01+1+02+1 2 1+02+1+C2+1 211+02+1+02+1 2 1+02+1+C2+1 2 JAMBS: 9'MAX.FROM CORNERS AND 221!2"MAX.O.C. •••• • ••••• 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+062+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 TABLE KEY: 00000* ••• •••••• 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 311+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 X O X 64.000 1+02+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+062+1 3 1+c3+1+C3+1 3 1+C3+1+C3+1 3j-ANCHOR QUANTITY PER JAMB •• •• • ••••i• 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+03+1+C3+1 3 •••••• • • HEAD AND SILL ANCHOR QUANTITIES • • • •••• • 53.000 1+02+1+062+1 3 1+062+1+02+1 3 1+02+1+062+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1++9+1+03+1 3 II��.... A CLUSTER OF(3)ANCHORS CENTERED ••••• SS.=X 36.375 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+02+1+C2+1 2 1+02+1+02+1 2 1+C2+1+02+1 2 ON EACH MEETING RAIL PLUS(1) • • • • • 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+020 3 1+02+1+02+1 3 ANCHOR AT EACH OPERABLE VENT •••• •••• •••• 80.626 1+02+1+C2+113 1+C2+1+C241 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PLUS(1)ANCHORS AT FIXED SECTION. • • 64.000 1+02+1+C2+1 3 1+C2+1+(x+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL •• 60.000 1+02+1+C2+113 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+03+1+03+1 311+02+1+C2+1 3 1+C3+1+03+1 3 (3-MIN.O.C.ANCHOR SPACING) 53.000 11+02+1+C2+113 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+03+1+C3+1 3 1+C2+1+C2+1 3 1+C3t1+03+1 3 74.000x 38.376 1+02+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+02+1 2 25 3f4'MAX 48.000 1+02+1+02+113 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 1 ---{�3'MIN. 60.625 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+(9+1 3 1+C9+1+03+1 3 1- 54.000 1+62+1+C2+1 3 1+C2+1+C2+1 3 1+C9+1+02+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3M 3 9' F. X 0 X 60.000 1+02+1+C2+1 3 1+C2+1*020 3 I+C3+1+03+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 PcmnAyi RSvtS® as wroldrin6 with Iho Fbrida 83.000 1+062+t+062+1 3 1+02+1+02+1 3 1iC3+1t0++1 3 1+03+1+03+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 Building Coda 84.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+062+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 2 1+C2+i+C2+1 2 MTG.RAIL,7YP. AccopumcoNo 48.000 1+062+1+062+1 3 1+02+1+02+1 3 1+02+1+062+1 3 1+062+1+062+1 3 1+02+1+062+1 311+C3+1+03+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS nDa10 IZQ'Z 60.826 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) "> I P-d-1 . 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 1+C3+1+03+1 3 1+C2+i+C2+1 3 1+03+1+03+1 3 ' 80.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 1+03+1+03+1 4 1+03+1+C3+1 3 14C3+1+C3+1 3 25 314"MAX. 1/2'TYP. 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 1+C3+1+03+1 4 1+03+1+C3+1 3 1+04+1+C4+1-4 1 I+--3'MIN. ��Illlltl�, 86.437x 3&375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 211+02+1+02+1 3 1+C2+1+C2+1 2 1+C2+1+02+1 2 T-- �,,N O0,4 41j// 48.000 1:062+1+02+1 3 1+C9+1+C2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+03+1+C3+1 3 9 R X O X 1�•'��CEN�E''•.FQ 60.826 1+02+1+C2+1 3 1+C9+1+C2+1 3 1+C2+1+062+1 3 1+02+1+02+113 1+02+1+02+1 3 1+C3+1+03+1 3 1., 64.000 1+62+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+03+1 3 1+03+1+C3+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 PIo.58705 60.000 1+02+1+C2+1 3 1+C9+1+C2+1 3 1+C3+1+03+1 3 1+03+1+C3+1 4 1+03+1+03+1 3 1+CA+1+04+1 4 MTG.RAIL,TYP. ' EXAMPLE CLUSTER W1 QTY.OF(4)ANCHORS cs i� j'' 63.000 1+03+1tp+1 3 1+061+1+062+1 3 1+03+++03+1 3 1+063+1+q+1 4 1+q+1+03+13 1+04+1+04+1 4 � y•, 7�lls LR"0K WfOffi Fito DOWerrrr NOCHANd6MSSHEBT ANCHORAGE SPACING XOX(113-113-113) PTOs` ''• coRso� '. � P.wwJ.,L 10/17/11 Ewrro�e NO CHANGE 1755 SNEET f0 N IVEN CO,FL Y34M tr r /i//�'S • •• \ ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �, !Or�nL JA 11=1 D ADDEDIGCAP TORE 7EMPSMED +30Ff!/OTE P.O.89xtsm a m.e a�auec ark oe� NOKOMIS,F134274 vCdl/(f � HR71D NT^i. 9 d!i 4127-10 F aL PA-0587m P.E. F.K 1/1&/06 J.J. Maw ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 =ANR:YPE GLASS TYP S A, G,H GLASS TYPES C,DE,F,I,J,K,L ANCHORTYPE 2,3,WOOD 2, CONC 3,WOOD 2,CONC 1,CONCONS -1/4'ELCOSS4CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRA7E ZONESZONES Z ZONESZONESZONESS TYPES: WINDOW SIZE m m m m A. LAMI�18�' 090 Q FOR INSTALLATION IN THE HVHZ ABOVE 30 N tD N y to W /1 MI-{1!8 090,116'HS) FT,GLASS TYPES 0-L SHALL HAVE A V =of ,� 08 -� = Go .� x.6 .� os ' =of C.5118'LAM[-(1f8'HS,.090,IV HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 X 38.375 1+102+1 2 1+102+1 2 1+102+1 2 1+102+1 2 1+102+1 2 1+102+1 2 D'7118"LAMI-(3118"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7118"LAMI-(3/18'A,.090,3118'HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+102+1 3 1+C2+1 3 F.7/18'LAMI-(3118'HS,.090,3118'HS) 50.625 1+102+1 3 1+102+1 3 1+CQ+1 3 1+102+1 3 1+102+1 3 1+102+1 3 G.13116'LAMI IG-1/8"OR 3116'A(MIN.),5/18'OR 316'SPACE,5116'LAMI-(118'&.090.11W A) H.13/16'LAMI IG-1/8'OR 3N8'A(MIN.),5/18'OR 318"SPACE,6/18'LAMI-(1/8'A,.090,i/8'HS) 54.000 1+102+1 3 1+C2+1 3 1+C2+1 3 1+102+1 3 1+C2+1 3 1+C2+1 3 1. 13/18"LAMI IG-118'OR 3116'A(MIN.),6/1S'OR 3/8'SPACE,5118'LAMI-(1/6"HS,.090,IV HS) •••• 60.000 1+102+1 3 1+102+1 3 1+103+1 3 1+102+1 3 1+102+1 3 1+103+1 3 J 13116'LAMI IG-1/8"OR 3118'A(MIN.),3f18"OR 114°SPACE,711V LAMI-(3118'A,.000,3116'A) K.13/16'LAMI IG-1B'OR 3/18"A(MIN.),3/18'OR 1/4'SPACE,7118'LAW-(3618"A,.000,3116'HST•••• #00000 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L 13/18"LAMI IG-1/8"OR 3116'A(MIN.),3118"OR 1/4"SPACE,7118'LAMI-(S) •116,.0,3118'HS) •• •• 48.000 X 38.375 1+102+1 2 1+102+1 2 1+102+1 2 1+102+1 2 1+102+1 2 1+102+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ONJa6,JW.WING • • • 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW 1N TABLE. •• •••••• 50.625 1+C2+1 3 1+C2+1 3 1+103+1 3 1+C2+1 3 1+C2+1 3 1+q+1 3 •••••• • • • HEAD&SILL: 101/2'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. •• ••• 54.000 1+C2+1 3 1+C2+1 3 1+q+1 3 1+C2+1 3 1+C2+1 3 1+103+1 3 •••• :000:4 • • 183/4'MAX FROM CORNERS. • • 60.000 1+C3+1 3 1+C2+1 3 1+q+1 3 1+103+1 3 1+C2+1 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221f2°MAX O.C. •••• • 00000 •••••• 0060 ••i••• 83.000 1+103+1 3 1+102+1 3 1+103+1 3 1+103+1 3 1+102+1 3 1+103+1 3 TABLE KEY: 0 X 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 2+C3+2 3 -ANCHOR QUANTITY PER JAMB •• •• •••••• 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+102+1 3 1+C2+1 3 1+C3+1 3 •••••• .01 • 50,625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+02+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES • A CLUSTER OF(3)ANCHORS � • :000:4 •••••• 54,000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 CENTERED ON THE MEETING RAIL ••• • • • PLUS(2)ANCHORS AT OPERABLE •••••• 60.000 1+C3+1 4 1+C2+1 3 1+q+1 3 1+C3+1 4 1+102+1 3 1+03+1 3 VENT AND FIXED SECTION.(7) •• • 600:08 • e 63.000 1+C3+1 4 1+C3+1 3 1+04+1 3 1+q+1 4 1+C3+1 3 1+C4+1 3 ANCHORS TOTAL AT HEAD AND SILL. •• 60.000 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+02+2 2 8.000 1+C2+1 3 1+102+1 3 2+103+ +C2+1 3 1+C2+1 3 2+C3+2 3 (3'MIN.O.C.ANCHOR SPACING} 1+103+1 3 1+C2+1 3 +103+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 18 314"MAX. 54,000 1+q+1 4 1+02+1 3 2+C3+2 3 1+q+1 4 1+02+1 3 2+C3+2 3 1 --I�+--3'MIN. 60.000 1+q+1 4 1+C3+1 3 2+04+2 4 1+C3+1 4 1+q+1 3 2+C4+2 4 9"REF. 63.000 1+C3+1 4 1+C3+1 3 2+C4+2; 4 1+C3+1 4 1+103+1 3 2+04+2 4 X PRODUCT REVISED 65.000 x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+02+2 3 re complying with ttre 171mNs MTG.RAIL Eroktetlt Code Wo 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+q+2 3 ncccptmnDato `O L �p21 50.625 2+03+2 4 1+C2+1 3 2+q+2 3 2+q+2 4 1+C2+1 3 2+q+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS By tionl�ta 54,000 2+q+2 4 1+102+1 3 2+q+2 4 2+103+2 q 1+C2+1 3 2+q+2 4 (SHOWN IN TABLE KEY ABOVE) M;• ,, , 1 60.000 2+C3+2 4 1+q+1 3 2+04+2 4 2+C3+2 4 1+C3+1 3 2+04+2 4 63.000 1+03+1 4 1+C3+1 3 2+04+2 4 2+C3+2 4 1+03+1 3 2+C4+2 4 18 3/4'MAX ii 1 112"TYP. 74.000 x 38.375 2+102+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+02+2 3 I+-3'MIN. 48.000 2+q+2 4 2+102+2 3 2+103+2 4 2+103+2 4 2+C2+2 3 2+C3+2 4 9"REF. �� `n�Sl LYPdN � 50.625 2+q+2 4 2+C2+2 3 2+103+2 4 2+C3+2 4 2+102+2 3 2+q+2 4 x 54.000 2+C3+2 4 2+C3+2 3 2+104+2 4 2+q+2 4 2+C3+2 3 2+C4+2 4 No.58705 MTG.RAIL 80.000 2+C3+2 4 1+q+1 3 2+C4+2 4 2+03+2 5 2+03+2 1 3 12+04+21 4 1 _ 63.000 2+q+2 4 1+C3+1 3 2+C4+2q 2+104+2 5 2+03+2 4 2+C4+2 5 1 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS n'•, (t rt ' S7'T F S;'�/ wwn,r 110aMEnOSNET ,mo TECNNOLocruRn� WINDOWS✓4/1S FANCHORAGESPACING,OXANDXO 'O `��fcDRtDP..��U�,: J.J.R.Wo' 10117111 Oft E NO CfGUIQETMSSNEET N'�"'�"` _ ALUM HORIZONTAL ROLLER WINDOW,IMPACT ' `;'!�)N�1 r- , J.K 6 /11 D ADDEDH3CAPTOBEnWA SWD +90PTNOTE,R.WW. Aft P.o.eoxts2e � •„t emaoN. a.° 4w"" NOKOMIS,FL 34274 Visibly Better a 0.LP.F- E. . 1rR710 NTS 0 11 4127-9Q F P•E o se7os "MIN.E.D.TYP. NOTES: MIN. K 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO C TE "MIN.EDGE NOTE 3 13/8" TAPCONS EMBEDED 13/8"MIN.OR 114"SS4 CRETE-FLEX EMBEDED 13/4"MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 314". FLATHEAD ANCHORS MUST BE#12 TRIMFlT HEAD. '••;: NOTE 1 1x WOOD ' "• a• 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1!4'SS4 CRETE-FLEX WITH BUCK, #12 TRIMFlT HEAD. NOTE 3 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/' 1! © THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX. MAX J CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE W D ANCHOR, AN OR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063-T5 AND A MINI? • NOTE 1 DETAIL A TE 2 DETAIL B OF 116'THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT W ft WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.JHE AAL�118HOR SHALL M• 0000:6 TYPICAL FLANGE F IE HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE TI-RIAMET,TIIAE •• • RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USE. • • • 000004 •• 0000•• lie 6.MATERIALS,INCLUDING BUT NOT UMITED TO STEEL SCREWS,THAT COME INTO CONTA"UIiOTHER • • 1318" 114'MAX.SHIM—+{ 1 114'MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE- ••• • • 0060*: : I (1.5KSICMU) • •••0• 00000 .o• .•aOR • 0000• PER NOTE 1 2-112'MIN.EMBEDMENT 0••••• ••0 00*** • (3.4 KSI CONCRETE) • • • ITT •. � • •• • 0000•• WOOD CONCRETE • • • ANCHOR, —f ANCHOR 0••0.0 A • NOTE 2 NOTE 1 i ; 13/4' a EXTERIOR INTERIOR • • • • 0090*: "MIN EDGE a, MIN.E.D (HEAD&SILL DETAILS A B,C,D, &H) ••••• TYP. • • • •0.900 x WOOD BUCK,NOTE 3 lx WOOD BUCK,NOTE 3 SEE NAILING •• • • 2 00 0 • • INTERIOR 6/8;MIN.EDGE •• DETAIL E DETAIL F (JAMB DETAILS E.F&1) EXTERIOR TY FRAME JAMB SECTIONS EXTEE 618'MIN. CONC WOOD V DETAIL H (HEAD) AN ANCHOR, 1 NOTE 2 NAILING 131 DIA.MIN.x 21/2'NAIL rt AT CORNERS AND 5'O.C, rn1 PRODUCF REVISM TYPICAL DETAILS G,H&1. U us complying with tho Florida NuiMing Code 1/4' 1!4" Acceptaneexoi5"Q i MAX. MAX. cpimlion Date SHIM SHIM o 'MIN.EDGE ay ---t[ E `ISI M' Dadoprudad ' • NAI NONE 1 1 3<8'MIN. G �nuui '1 314• 2.112'MIN. SEE NAILING `��oN(LYNN A E.D.TYP. ,r .......... e i MIN. 4KS1 °' _ �."(IpIP).6bGE4�cENSC''••rp CONC T WOOD DETAIL C BUCK, DETAIL D 2-112"MIN.EMBED lY. r 0g NOTE 3 DETAIL G(SILL) DETAIL I(JAMB) Pio.,,6T TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS 0; nmke a ou,"pro� �o STATE F LIlL 404/16 F CORRECTOPTION48=140TETORMUDECbIU ANCHORAGE DETAILS %�`�.'• F<oRm?:.•''G��;� ,o7oTECHNOLOOVIxuvE J d 10H7/11 E NO CHANOETMS 8HEE7 N.VENICE.FL 34276 ,� " 1 w. ALUM,HORIZONTAL ROLLER WWNDOW,IMPACT '�/,;ON11'nt�, ait 8/dQ/11 D NOCMWETHISSHEET P.O.89x 1529 geyr ®e,r RrNpN> 0.LYN�M P.E. NOKOWS,FL 34274 VWbb Better HR710 HBIf 11 a 11 4127-10 F P.E#56M FJC a7 J.J. 92&W