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CC-15-198 (2) f Construction Contract This agreement is made on the date written above our signatures between Bourque Brothers Inc. (Contractor)and The French American School,Atto:Una McLonn Salvant,Directtice(Owner). Contractor Bourque Brothers Inc. " s, 12401 SW 106th Street Idiami,Flaida 33186 Work Phone Number.(786)505-3705 Celt Phone Number.(305)431-0840 Fax Number:(305)639-8403 Email Address:Tim@bourquebrothers.com Registration or Certificate Number:13BS0.0119 Bourque Brothers Inc.is licensed as a corporation m the state of Florida. Bourque Brothers Inc.will be referred to as Contractor throughout this agreement Owner The French American School,Attn:Lena McUrin Salvant,Directrice 650 NE 88th Terrace Miami Shores,District of Columbia 33138 Day Phone Number.(786)268-1914 ext 26 Cell Phone Number:(305)342-5488 Fag_Number(786)268-1941 Email Address:direction@frenchschoolmxamLorg The French American School,Attn:Ldna McLorm Salvant,Ditectrice will be referred to as Project Owner throughout this agreement The Construction Site 651 NE 88th Terrace Miami Shores,Florida 33138 L Project Description A. For a price identified below,Contractor agrees to complete certain tenant improvements (identified as the Classroom Renovation Project in this agreement)for Project Gamer. EL Contract Price A. In addition to any other charges specified in this agreement,Project Owner agrees to pay Contractor$142.807.83 for completing the Work described as the Classroom Renovation Project. Ili. Allowances ° A. This Contract Price includes an allowance for an item to be selected later by Project Owner. 1,. 'L. $8,200.00 for Rear&Front Patio Awning. _ Installation will be by others at a cost included in the allowance price. IV. Scheduled Start of Construction a 3�• q. Page I p e A. Work under this agreement will begin::within 5 calendar days ager Building Permit is Issued V. Documents Incorporated A. This agreement incorporates by reference certain documents which define and describe the Work to be done.The following documents'are incorporated as though included in full as part of this agreement. 1. Plans Plans dated 12/19/2014 Consisting of 12 sheet(s) Prepared by Suzanne Martinson Architects;Inc. Last changed on 12/19/2014 2. proposal(Estimate or Bid) Proposal(Estimate or Bid)dated 3/18/2015. Consisting of 2 sheet(s) For the amount of$142,807.83 Entitled Estimate#5032 Other Contract Documents notwithstanding,the proposal by Contractor dated 3/18/2015 defines Work to be completed under this agreement.Anything not included in the proposal dated 3/18/2015 is not included in this agreement and is not pad of the Work.Contractor will be entitled to a Change Order and additional compensation for anything in any Plans or Specifications or anythingsequired by Law or ordinance that is not identified in the proposal dated 3/18/2015. VL Cutting and Patching A. The color,texture and planes between.existing and new materials might not match exactly. Contractor will use due diligence to create the best match possible.Project Owner acknowledges that pambedsurfaces may be detectable when construction is complete. VIL Compliance with Lave A. Contractor and Project Owner mutually commit to use reasonable care to meet the Requirements of state,federal and local Law when discharging their responsibilities under this agmemeaL B. Contractor is licensed to do Work described in the Contract Documents.Contractor will notify Project Owner of any change in that license status.Every Subcontractor working for Contractor will hold a license appropriate for the Work performed. VM. Temporary Utilities A Project Owner shall permit contractor to use utility services,including water,electric power, heating and cooling,without charge,as required to complete the Work.Contractor shall provide all required connections to these services in a safe manner and in accord with applicable codes. Contractor shall ensure that utility services furnished by Project Owner are not wasted Before Final Completion,Contractor will remove all temporary connections and return the existing water, electric,heating and cooling systems to a condition at least as serviceable as prior to the Date of Commeaeement.Use by Contractor of water and electricity provided by Project Owner constitutes a release by Contractor of all Claims and ofall liability to Project Owner for damages which may Page 2 I . . . result from power and water outages or vole variations. 13. Unlet agreed to in advance by Owoe# construction personnel shall use temporary toilet facilities provided by Contractor. C. Arkything to the contrary in this contract notwithstanding,Project Owner wain provide,at no cost to Contractor,110 volt electrical power from the existing distribution system on the Job Site for hand-held portable power tools.Contractor will not use the existing electric power system for welding machines or other electrical equipment with heavy power Requirements. IDL Permanent Utilities A. Project Owner shall secure and pay for Installation,connection,and modification of permanent electric;,water,.phone,cable,sewer and gas service as required forthe completed Project. X Project Sign A. Project Owner grants to Contractor ale right to display a small sign(2'x Y maximum)listing the company name,address,logotype,phone number,and website address of Contractor. XL Project Superintendent A. Contractor shall be available to supervise the Work on a regular basis or shall have a competent Representative available,either on the Job Site or by phone,with authority to give instructions and make decisions for Contractor. X[L Discrepancy Between Plans and Field Conditions A. if any concealed structure,water,power,waste,drain or gas line is uncovered or revealed during construction which is not as indicated in the Contract Documents or is inconsistent with information provided by Project Owner,Contractor shall promptly,and before any such structure or line is c istaarbed or damaged(except in an l?mergency),notify Project Owner.Contractor shall submit a Claim for a Change Order which covers the additional cost incurred as a result of such strucum,water,power,waste,drain,or gas line uncovered or revealed during construction. -XHL Dffrering Site Conditions A. Contractor shall promptly,and beforo the conditions are disturbed,give a written notice to Project Owner on encountering unforeseeable conditions adversely affecting the Work.Project Owner shall investigate the site conditions promptly after receiving notice.If the conditions cause an increase in cost to Contractor or the time required for performing any part of the Work and were not reasonably foreseeable by an experienced Contractor,an equitable adjustment shall be made under this clam—and the contract modified in weitirug accordingly. Mv. Payment Plan A. Project Owner will pay to Contractor the Contract Price in installments consisting of an initial payment,progress payments,and a final payment on completion of the Work. xv-- Initial Payment A. Upon execution of this agreement,Project Owner shall pay to Contractor$10,OW.00 as an advance on the Contract Price. Page 3 XVL Programs Payments A. Schedule of Progress Payments 1. Progress payments are duce as each phase of the Work is completed L Amount due when Job Phase 1 is complete:$30,000.00 Job Phase 1 is complete when the drywall is hung. 11. Amount due when Job Phase 2 is complete:$25,400.00 Job Phase 2 is complete when interior&exterior doors/windows are installed III. Amount due when Job Phase 3 is complete:$17,807.83 Job Phase 3 is complete when final inspection is complete. XVII. Retainage A. Progress payments to Contractor shall be reduced by the amount set out in this contract for Retainage.Except as otherwise provided in this agreement,all Retainage shall be released to Contractor no later than 14 calendar days atter Final Completion of Classroom Renovation Project. XVIII, , Contract Allowances A. The Contract Price includes the sum of all contract allowance items identified in this agreement.The price listed for each contract allowance item is a preliminary estimate made before actual selection by Project owner of the item to be installed.Contractor makes no representation that purchase and Installation of any contract allowance item can be performed for the contract allowance price.Cost to Project Owner for any contract allowance item may be more or less than the contract allowance price. B. Mthe cost to Contractor for a contract allowance item is more or less than the allowance price, die Contract Price shall be adjusted for the;difference by a Change order. XIIL. Interest ML Liens and Waivers A. Contractor will ensure that Subcontractors,tradesmen and Material Suppliers working under direction of Contractor are paid when due to avoid the exercise of lien rights provided by state Law. X)M Final Payment A. Contractor will submit an application for final payment to Project owner when the Work has been completed in compliance with the Contract Documents. ICKIL Insurance A. General Requirements 1. Contractor shall carry workers'compensation insurance and public liability insurance as required by law and regulation for the protection of Contractor and Project owner during progress of the Work. XXHL Entire Agreement Page 4 I i I I i • - A. The Contract Documents axe the entre agreement and constitute a complete integration of all understandings between Contractor and Project Owner on the subject of the Classroom Renovation Project.The Contract Documents supersede all prior negotiations,representations and agreements, 'ti deletion,ch or amendment written Or 0181.No curt notation,renewal, addition, oIIs ange then subsequent whether to this contract shall have any force or effect unless in the form of a written Change Order or amendment to this contract XX W. Severability A, If any p vvision of this contract is interpreted or rendered invalid and unenforceable,then the remainder of this contract shall remain in fi l force and effect XXV. Materlals and Substitutions A. When.the Specifications refer to materials or equipment by performance standard(such as an ASTM ideutfse),Contractor may select ft installation any product or equipment meeting that standard.When several products or manufacturers are identified as acceptable in the Specifications, Contractor has the option of using any of the products or selecting any of the manufacturers listed without seeking approval from.Project Owner. XXVL inspections A. Comttactor shall schedule and coordinate all Inspections required by the Contract Documents and by public authority so as not to delay the progress of the Work or the Work of Project Owner or Separate Contractors.If the Contract Documents require that an Inspection be witnessed or attended by project.Owner,Contractor shall give advance notice of the time and place of the Inspection. C0Mractor gall schedule Inspections during regular Work Days and normal business hours,unless mutually agreed by('.ontractor,Project Owner,and Inspector. B. The cost of extra Inspections not required by the Contract Documents and not required by public authority shall be paid for by project Owner unless an Inspection reveals Work not in compliance with the Contract Documents..H an extra Inspection reveals Work of Contractor not in compliance with the Contract Documents,Contractor shall bear the costs of correction,repeating the Inspection,and any relates costs. XXVIL Right-to Stop Work for Non-Payment A. A#ta giving reasonable notice,Contractor shall have the right to suspend the Work under this contract if any payment not in dispute for Work completed,including payment for Extra Work,is not received by Contractor as provided m this agreement.Once the Work is suspended,Contractor may keep the Classroom:Renovation Project idle until all payments due have been received by Contractor. B. Neither Contractor,nor Surety of Contractor,nor any Subcontractor of Contractor shall be liable for delay or damage that Project Owner may suffer as a result of suspension of the Work for f film to receive paymems due under this agreement so long as:(1)Work was suspended by Contractor in compliance with the terms of this contract and with applicable Law,and(2)There is no good faith dispute that payment is due Contractor at the time of suspension.A good faith dispute exists ifproject Owner provides:(1)A list of specific reasons fon nonpayment,including labor, materials,or equipment not in compliance with the Contract Documents,and(2)Contractor is afforded a reasonable opportunity to correct the Defects cited or issue a credit compensating Project Page 3 .,J 'nXNk '+.+`mom• ._ —�*^- Owner for Defects that cannot be cured promptly. Chapter 558 Notice of Claim CHAPTER 558,FLORIDA STATUTES,CONTAINS IMPORTANT REQUIREMENTS YOU ROUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR AN ALLEGED CONSTRUCTION DEFECT.SDCTY DAYS BEFORE YOU BRING ANY LEGAL.ACTION, YOU MUST DELIVER TO THE OTHER PARTY TO THIS CONTRACT A WRITTEN NOTICE, REFERRING TO CHAPTER 558,OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE AND PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIR OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS.YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE.THERE ARE STRICT DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR INTERESTS. Notice Required by YIorida Statutes Section 558.905 ANY CLAIMS FOR CONSTRUCTION DEFECTS ARE SUBJECT TO THE NOTICE AND CURE PROVISIONS OF CHAPTER 558,FLORIDA STATUTES. Page 6 Signatures The signatures that follow constitute confirmation by those signing that they have examined and understand the Contract Documents and agree to be bound by the terms of these documents. This contrast is for immediate acceptance.Any delay in acceptance beyond 3/23/2015 will require renegotiation of the terms of this agreement; This agreement is entered into as of the date written below. The hrertch A eri°a Scho 1,Attn:Lina McL�in 5alvant,Directtice,Owner (Sign tare) (Date) (Printed Name and Title) Bou c Bmc c.,Contractor qq Q f (Signature) (Date)(PrmW game and Title) Page 7 Air System Sizing Summary for RTU-1 Project Name:French American School 03/11/2015 Prepared by*MAC&ASSOCIATES 10:51AM Air System Information Air System Name ...............................................RTU-1 Number of zones ............................................................1 Equipment Class ....................................... PKG ROOF Floor Area..............................................................1084.0 W Air System Type............................................... SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM .......................Sum of space airflow rates Calculation Months .........................................Jan to Dec Space CFM ...................Individual peak space loads Sizing Data .....................................................Calculated Central Cooling Coll Sizing Data Total coil load .......................................................... 3.7 Tons Load occurs at....................................................Jul 1800 Total coil load ........................................................ 44.9 MBH OA DB/WB.....................................................88.6/76.4 °F Sensible coil load 30.0 MBH Entering DB/WB ............................................79.6/68.9 °F Coil CFM at Jul 1800............................................ 1440 CFM Leaving DB/WB .............................................60.2169.2 °F Max block CFM .................................................... 1440 CFM Coil ADP ....................................................................68.0 °F Sum of peak zone CFM ....................................... 1397 CFM Bypass Factor..........................................................0.100 Sensible heat ratio .............................................. 0.669 Resulting RH ................................................................68 % ft2rron.................................................................. 289.9 Design supply temp. ..................................................58.0 `F BTU/(hr-q ............................................................ 41.4 Zone T-stat Check.................................................. 1 of 1 OK Water flow @ 10.0°F rise ...................................... NIA Max zone temperature deviation .................................0.0 °F Central Heating Coll Sizing Data Max coil load ......................................................... 33.4 MBH Load occurs at.................................................... Des Htg Coil CFM at Des Htg ............................................ 1440 CFM BTU/(hr-ft2) ................................................................30.8 Max coil CFM ....................................................... 1440 CFM Ent.DB/Lvg DB .............................................64.1/86.6 °F Water flow @ 20.0°F drop..................................... WA Supply Fan Sizing Data Actual max CFM................................................... 1440 CFM Fan motor BHP..........................................................0.13 BHP Standard CFM...................................................... 1440 CFM Fan motor kW............................................................0.09 kW Actual max CFMW ............................................... 1.33 CFM/ft' Fan static...................................................................0.30 in wg Outdoor Ventilation Air Data Design airflow CFM ................................................ 342 CFM CFM/person.............................................................20.12 CFM/person CFM/ftz .................................................................. 0.32 CFM/ft' ill om1�iN� ® � x ate' 9�p��r � 07 ° �` p�®B gig Hourly Hourly Analysis Program v.4.1 Page 1 of 1 Project Name:French American School Air System Sizing Summary for RTU-2 03/11/2015 Prepared by:MAC$ASSOCIATES 10:53AM Air System Information Air System Name ...............................................RTU-2 Number of zones ............................................................1 Equipment Class ....................................... PKG ROOF Floor Area..............................................................1159.0 ft, Air System Type............................................... SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM .......................Sum of space airflow rates Calculation Months .........................................Jan to Dec Space CFM ...................Individual peak space loads Sizing Data .....................................................Calculated Central Cooling Coll Sizing Data Total coil load .......................................................... 3.7 Tons Load occurs at..................................................Aug 1600 Total coil load ........................................................ 44.9 MBH OA DB/WB.....................................................91.0177.0 •F Sensible coil load .................................................. 30.6 MBH Entering DB 1 WB ............................................80.4169.6 •F Coit CFM at Aug 1500 .......................................... 1460 CFM Leaving DB/WB .............................................61.0160.0 •F Max block CFM .................................................... 1460 CFM Coil ADP ....................................................................68.9 •F Sum of peak zone CFM ....................................... 1416 CFM Bypass Factor..........................................................0.100 Sensible heat ratio .............................................. 0.680 Resulting RH ................................................................68 % fta/Ton .................................................................. 309.6 Design supply temp. ..................................................58.0 •F BTU/(hr-ftp ............................................................ 38.8 Zone T-stat Check.................................................. 1 of 1 OK Water flow @ 10.0•F rise ...................................... N/A Max zone temperature deviation .................................0.0 •F Central Heating Coll Sizing Data Max coil load ......................................................... 33.1 MBH Load occurs at.................................................... Des Htg Coil CFM at Des Htg ............................................ 1460 CFM BTU/(hr--ft2) ................................................................28.6 Max coil CFM ....................................................... 1460 CFM Ent DB/Lvg DB .............................................63.3184.3 •F Water flow @ 20.0•F drop..................................... N/A Supply Fan Sizing Data Actual max CFM................................................... 1460 CFM Fan motor BHP..........................................................0.13 BHP Standard CFM...................................................... 1469 CFM Fan motor kW............................................................0.10 kW Actual max CFM/ft' ............................................... 1.26 CFM/ft' Fan static...................................................................0.30 in wg Outdoor Ventilation Air Data Design airflow CFM ................................................ 392 CFM CFM/person .............................................................23.06 CFM/person CF .................................................................. 0.34 CFMffts I V IV 0Z ®°®C9®46t96199BAB/® ® Bapp �Y••, m • 9L[ .®N ® m 1 � Hourly Analysis Program v.4.1 Page 1 of 1 Air System Sizing Summary for RTU-1 Project Name:French American School 03/11/2015 Prepared by*MAC&ASSOCIATES 10:51AM Air System Information Air System Name ...............................................RTU.1 Number of zones ............................................................1 EquipmentClass ....................................... PKG ROOF Floor Area..............................................................1084.0 ft' Air System Type...............................................SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM .......................Sum of space airflow rates Calculation Months ..........................................Jan to Dec Space CFM ...................Individual peak space loads Sizing Data .....................................................Calculated Central Cooling Coil Sizing Data Totalcoil load .......................................................... 3.7 Tons Load occurs at....................................................Jul 1800 Total coil load ........................................................ 44.9 MBH OA DB/WB.....................................................88.6 176A °F Sensible coil load .................................................. 30.0 MBH Entering DB/WB ............................................79.6/68.9 °F Coil CFM at Jul 1800............................................ 1440 CFM Leaving DB/WB .............................................60.2/59.2 °F Max block CFM .................................................... 1440 CFM Coil ADP ....................................................................68.0 °F Sumof peak zone CFM ....................................... 1397 CFM Bypass Factor..........................................................0.100 Sensible heat ratio .............................................. 0.669 Resulting RH ................................................................58 % ft2/Ton .................................................................. 289.9 Design supply temp. ..................................................58.0 °F BTU/(hr--ft2) ............................................................ 41A Zone T-stat Check .................................................. 1 of 1 OK Water flow @ 10.0°F rise ...................................... WA Max zone temperature deviation .................................0.0 °F Central Heating Coil Sizing Data Max coil load ......................................................... 33A MBH Load occurs at.................................................... Des Ht 9 Coil CFM at Des Htg ............................................ 1440 CFM BTU/(hr-ft2) ................................................................30.8 Max coil CFM ....................................................... 1440 CFM Ent.DB/Lvg DB .............................................64.1/85.6 °F Water flow @ 20.0°F drop..................................... N/A Supply Fan Sizing Data Actual max CFM................................................... 1440 CFM Fan motor BHP..........................................................0.13 BHP Standard CFM...................................................... 1440 CFM Fan motor kW............................................................0.09 kW Actual max CFM1W ............................................... 1.33 CFr,,W Fan static...................................................................0.30 In wg Outdoor Ventilation Air Data Design airflow CFM................................................ 342 CFM CFM/person .............................................................20.12 CFM/person CFM/ft' .................................................................. 0.32 CFMKe r B9 g7 6@® Hourly Analysis Program vA.1 Page 1 of 1 Air System Sizing Summary for RTU-2 Project Name:French American School 03/11/2015 Prepared by:MAC&ASSOCIATES 10:53AM Air System Information Air System Name ...............................................RTU-2 Number of zones ............................................................1 Equipment Class ....................................... PKG ROOF Floor Area..............................................................1159.0 ft, Air System Type...............................................SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM .......................Sum of space airflow rates Calculation Months .........................................Jan to Doc Space CFM ...................Individual peak space loads Sizing Data .....................................................Calculated Central Cooling Coil Sizing Data Total coil load .......................................................... 3.7 Tons Load occurs at..................................................Aug 1500 Total coil load ........................................................ 44.9 MBH OA DB/WB.....................................................91.0177.0 "F Sensible coil load ..................................:............... 30.5 MBH Entering DB/WB ............................................80.4 f 69.5 °F Coil CFM at Aug 1500 .......................................... 1460 CFM Leaving DB/WB .............................................61.0160.0 °F Max block CFM .................................................... 1460 CFM Coil ADP ....................................................................58.9 °F Sum of peak zone CFM ....................................... 1416 CFM Bypass Factor..........................................................0.100 Sensible heat ratio .............................................. 0.680 Resulting RH ................................................................58 % ft1rron.................................................................. 309.5 Design supply temp. ..................................................58.0 °F BTU/(hr-ft2) ............................................................ 38.8 Zone T-stat Check .................................................. 1 of 1 OK Water flow @ 10.0°F rise ...................................... N/A Max zone temperature deviation .................................0.0 "F Central Heating Coil Sizing Data Max coil load ......................................................... 33.1 MBH Load occurs at.................................................... Des Htg Coil CFM at Des Htg ............................................ 1460 CFM BTU/(hr-ft2) ...................................................:............28.6 Max coil CFM ....................................................... 1460 CFM Ent.DB/Lvg DB .............................................63.3184.3 °F Water flow @ 20.0°F drop..................................... WA Supply Fan Sizing Data Actual max CFM................................................... 1460 CFM Fan motor BHP..........................................................0.13 BHP Standard CFM ...................................................... 1459 CFM Fan motor kW............................................................0.10 kW Actual max CFM/ft2 ............................................... 1.26 CFM/ft' Fan static...................................................................0.30 in wg Outdoor Ventilation Air Data Design airflow CFM................................................ 392 CFM CFM/person.............................................................23.06 CFM/person CFM/ft' .................................................................. 0.34 CFMHtz 3.7 Cl . CL® Hourly Analysis Program v.4.1 Page 1 of 1 r r MIAMI-DADE hDAMI DADECOUNTY MEMO PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONO>•IIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIVE NISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www miamidade.eov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SC(SPE: 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. DESCRIPTION:Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.L APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw.(L.M.I.p'sheets 1 through 7 of 7,dated 02/24/09,with revision D dated 02112/14,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOAH 13-0206.03 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-0317.01 MtAMt-RADE COUNTY Expiration Date: May 27,2019 HAMAN Approval Date: April 10,2014 Page 1 1 t Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08,titled"Eco-Guard Series-100 Alum.S.H.Wdw.(L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision C dated 02/06/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 - 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. 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)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-4312.48) 3. 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 a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#49 4312.48) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01A5109,signed and sealed by Candido F.Font, P.E. (Submitter!under NOA#49-0312.48) Manu ez,P L. Product Contr Exa ner NOA No.1 - 317.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 E-I Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNmuED) 5. 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)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 6. 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 a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 7. 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 a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2229,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted underNOA#09-031.2.08) 8. 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 a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08 2230A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-03X208) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20.1-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with.marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09 0312.08) Ma ue ere P.E. Product Cont 1 EA miner NOA No. -0317.01 Expiration Date: May 27,2419 Approval Date: April 10,2014 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 02/24/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. . for their"DuPont ButaciteO PVB Interlayer"dated 04111/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11. 0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont'SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,February 24,2014,signed and sealed by Javad Ahmad,P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E.,Chief,Product Control Section. G. OTHER 1. Notice of Acceptance No. 13-0206.03,issued to Eco Window Systems,LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.",approved on 05/02/13 and expiring on 05/27/14. Manuel Pe z, .E. Product Control xam' er NOA No.1 Expiration Date: May 27,2019 Approval Date: April 10,2014 E-3 72" 111 ti. V 8 WINDOW WIDTH WINDOW WIDTH 116�V N 3 1/2"MAX. A4 m 3 1/2`MAX. 4' 10 5/8`UAX a mGl `j," HEAD/SILL f�N�I ==�'I''r13Iiii 5�3/17�ii���C�''-_D' =-JI'�''Lr�iii-'�-.x�-/-'-L�irii��C�''--E_ �"��§p M S•HEAD/SILL OE _.=- ===ir'�'i�'i-_♦.-!=l�ii'iiri'�� --H CORNERS CORNERS COMERS Ila ul -41 FIE MUNTINSFALSE MU31 1/4" TIF FALSE APPD 32 3/4' 32 3/4" (SURFACE (SURFACE D.L.OPG. D.L MAY SE D.L.OPG.BEFUMD.L.OPO. /8" 36 7/8- VENT ♦•/ i8n g OFQrasj �iW w a ���jjyyeaq4 ILL ECO—GUARD SERIES-200 TYPICAL ELEVATIONS 3 M E ALUMINUM HORIZONTAL ROLLING WINDOW � p DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 02 CHARTS SHOWN ON SHEETS 2. 3 z APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE p THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER IU rn u SHUTTERS ARE NOT REQUIRED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING TO QUALIFY FOR SMALL MISSILE IMPACT RATING MIAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8-HEAT STREN'D.GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8'HEAT STREWD.GLASS 1/8°HEAT STREWD.GLASS 5/16-AIR SPACE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING KOH VELOCITY c $ HURRICANE ZONE(HVHZ). o 1/8`HEAT STREN'D.GLASS I' .080'INTERLAYER 090`INTERLAYER WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER r gg SUTACITE PVB BY'DUPONT* SENTRYGLAS BY'DUPONT' .080`INTERLAYER WADS TO THE STRUCTURE. . BUTnn PVB EY'DUPONT, ANCHORS SHALL.BE AS LISTED. SPACED AS SHOWN ON DETAILS,ANCHORS 1/8"HEAT STREWD. GLASS 1/8°HEAT STREN-O.GLASS 1/8'HEAT STREN'D.GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSINO OR STUCCO. Skl(X1NE ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SILICONE p. DOW CORNING 898 DOW CORNING 898 p. NOT PART OF THIS APPROVAL. d F GE SCS 2000 GE SCS 2000 F SILICONE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. S o 0 z (IOW 898 $ MATERIALS INCLUDING BUT NOT LIMITED TO AL SCREWS,THAT °c a a u ro 2 m DOME INTO CONTACT WITH OTHER DISSIMBA.R MATERIALS SHALL MEET THE \I„ \ m REQUIREMENTS OF THE FLORDA BLDG. DOVE SECTION 2003.8.4. o a 7 Eigr.JA pp PRODUCTIiUVISED�� L 3 D CAIN.SaM2 Btdld'mg CCc& 10 ,o AAriMAkj,,l Q 201 g3 L� oIq CARDINAL XL % 1s..• Misml Product drawing no. GLASS TYPE 'A' GLASS TYPE '13' GLASS TYPE 'C' N CL SM LEG 'CLASS I f W09-1TO CLEAR StOCKS2 GLAZING OPTIONS 4 sheat T of 7 DESIGN LOAD CAPACITY-PSF(X0,ON OR XX SIZES) DESIGN LOAD CAPACITY - PSF(XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) w/0 RSINF. WITH RE1NP. W/o RgNF. WITH RERVF. W/o REINF. WITH REINF. GLASS TOPE BLA88 TYPE GLA98 TYPE GLA88 TYPE GLA99 TYPE 6Li88 TYPB Gum TYPE GLM TYPE CUBS TYPE WINDOW DIMS. A B''A' ' 'C' WINDOW DM. A 'A' 'B' C A WINDOW DW. 'A' 'B' C' a WIDTH HOOK EXT.(+) INT.(-) -(+)+) 91T.(-) EXT.(+) PR.(-) iF HEIGHT WTI)I­(-)I EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HSCHT EXT.(+) MT.(-) EXT.(+) INT.(-) EXL(+) OTT.(-) � 26-1/2' 4 70.0 80.0 80.0 00.0 70.0 80A 74' 9 70.0 80A 80A 8110 70A 80.0 74' 28• 9 70.0 80.0 80.0 90.0 70A 80.0 P a 37' 28' 4 70.0 80.0 80.0 Sao 70.0 SMO 106-1/4' ) 12 70.0 1 80,0 80.0 90.0 ALO 80.0 108-1/4° (3) 12 70.0 110.0 8110 90.0 70.0 80.0 EEE 53-1/8' (3) 8 70.0 Sao 90.0 90.0 70A 8110 111• 12 70.0 80.0 80.0 90.0 70A 80.0 Tti' 12 70.0 90.0 80.0 90.0 70.0 80.0 Y 74" 8 70.0 80.0 89.0 80.0 70.0 80.0 74' 38-3/1' 8 70A 80A 80A 90A 70.0 80.0 74' 38-3/8• 9 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2' 4 70.0 80.0 80.0 90.0 70.0 $0.0 106-1/4' (3) 12 70.0 804 80.0 90.0 70.0 80.0 108-1/4` (3) 12 - - 80.0 90.0 70.9 80.0 4 37" 38-3/8" 4 70.0 80.0 00.0 90.0 70.0 80.0 111• 12 70A 80.0 BO.0 904 70.0 80.0 111° 12 - - 80.0 90.0 70.0 80.0 83-1/8' (3) 8 70.0 BOA 80.0 90.0 1 70.0 1 8110 74• 50-8/g° 9 70.1 1 80.0 1 90.0 70.0 80.0 74' 50-8/8• 8 70.0 80.0 BOA 9110 70.0 80.0 ]� a 74' B 70.0 BDA 80.0 90.0 70.0 80.0 106-1/4' (a) 12 7GA 80.0 80.0 1 Sao 70.0 80.0 (a) 26-1/2' 4 70.0 804 Bao 90.0 70.0 $0.0 111' 12 70.0 80.0 80.0 90.0 70A 80.0 74' 83• W 8 70.0 70.0 8110 90.0 70.0 80.0 37• 50-5/8• 4 -_70.0 80.0 80.0 90.0 70.0 80.0 74' 9 70.0 70.0 80.0 90.0 70.0 80.0 (5) 53-1/8° 1117 B 70.0 80.0 80.0 90.0 70.0 80.0 foa-f/a• g) 12 70.0 70.0 80.0 82.6 70.0 80.0 72' 9 70.0 $0.0 80.0 Sao 70.0 Bao 74' 8 70.0 80.0 1 80.0 90.0 70.0 80.0 111• 12 1 70.0 70.0 $0.0 80.4 70A 80.0 64' 24' 8 70.0 80.0 80.0 90.0 70.0 80.0 11 0 26-1/2' 4 70.0 80.0 80.0 SO.0 70.0 80.0 72' 9 70.0 80A 80.0 90.0 70.0 80.0 86" (2) 12 70.0 80A 80.0 Sao 70.0 80.0 :::iii 37' By 4 68.9 77.6 80.0 90.0 70.0 80.0 84' 24' 9 70.0 80.0 80.0 90.0 70.0 80.0 108• 12 70.0 80M 80.0 90.0 70.0 80.0 83-1/8• (5) 6 70.0 70.0 80.0 90.0 70.0 $0.0 95' (2) 12 7oA 60.0 _80.0 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 9110 70.0 89.0 U s 711" B 70.0 70.0 80.0 80.4 70.0 804 fog" 12 70.0 8110 80.0 90.0 70.0 80.0 84• 36' 9 70.0 80.0 80.0 90.0 70.0 8110 211• 4 70.0 80.0 80.0 90.0 7110 80.0 72' 9 70.0 80.0 BO.0 90.0 70.0 80.0 9e° (3) 12 70.0 80A 80.0 90.0 70.0 80.0 38' 4 704 804 80.0 90.0 70.0 80.0 84' 36' 9 70.0 80.0 80.0 80.0 70.0 50.0 108• - - 80.0 $OA 70.0 80.0 (/j 48' (2) 6 70A 80.0 Bao 90.0 70.0 80.0 S8' (3) t2 70.0 t-'s.-O-0 0 Sao 70.0 80.0 72' 9 70.0 80.0 80.0 90A 70.0 80.0 6o• t2) 8 70.0 80.0 8110 90.0 70.0 50.0 1081 12 70.0 .0 90.0 70.0 80.0 84' (4 9 70.0 70.0 89.0 90.0 70.0 80.0 rr 72• B 70.0 80.0 80.0 90.0 70.0 60.0 72" 9 70A .0 90.0 70.0 30.0 96' 12 Tao 70.0 80.0 90.0 70.0 Baoco GS 24` 4 70.0 110.0 80.0 90.0 7060_ 80.0 84° 48' 8 70.0 .0 90.0 70A 50.0 ' �� 9 70.0 70.0 �.0 804 70.0 80.0 pp{{ 38' 38• 4 7oA 80.0 80.0 90.0 70.0 80.0 96' (4) 12 70.0 .0 90A 70.0 SMO (5) 0 48" 8 70A Bao 80.0 90.0 7110 80.0 108• 12 70.0 .0 90.0 70.0 -9110 A a NO. OF ANCHORS PER HEAD &SILL p.- j 60' (3) 8 70.0 B0.0 80.0 90.0 70.0 80.0 7Y 9 70.0 .0 80.0 70.0 80.0 (J N0. OF ANCHORS PER JAMB Z$Lei.. 72' 8 70.0 80.0 90A 00.0 70.0 8D.0 84' 60' 9 70.0 .0 90.0 70.0 80.0 Z 24• 4 70.0 904 80.0 90.0 70.0 80.0 96" {5) 12 70.0 .070.0 89.0O38• 4 70.0 80.0 BOA 90.0 70.0 80.0tae• 12 70.0 .0 87.6 70.0 80.0 U�w 48° 487 8 70A 80ui .0 SOA 90.0 70.0 80.0 A a N0. OF ANCHORS Pt32 HERO &SILL (f/45W) (1/2W} (1/4W) 80' 9 70.0 80.0 80.0 90.0 70.0 80.0 ( ) - NO. OF ANCHORS PER JAMB i 7z• a 70.0 goo sao eoA 70A soo �? 24" 4 70.0 Bao 80.0 90.0 70.0 80.0 5stt 36' 4 70.0 80.0 8.O 90.0 A70.080.0 o 48° 60,(5) 6 70.0 70.0 60.0 90.0 0/35 (1/3w) 0/3W) 60' 6 70.0 70A 80.0 90.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH8 700 70A 800 876 A G NO. OF ANCHORS PER HEAD &SILL 'XOX' () - N0.OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NATE: GLASS CAPACITIES ON THIS SHEET ARE 'XOX' BASED ON ASTM E1300-09 (3 SEC. GUSTS)AND FLODA BUILDING 0 DECLARATORY STATEMENT DMCA055--DEC-219 � dAVAD atAfAD PRODUCTRHV188D as coyb% FLA. CP 38380592 DuBd g with f,Lo PI4tlde g 1 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO W(DTH .S Ncccpia0cep4s -O �(� .S ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Date 'XO OR OX' FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 1 SS B I t!1 fi, t1��{M7win o1 drawing no. FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF - '' SEE SHEET 4 FOR DETAIL. (J W09 2 113YTYPICAL ANCHORS YtOOD BUCK I SEE ELEV.FOR SPACING METAL TYPICAL ANCHORS I STRUCTURE SEE ELEV.FOR SPAC9ICpal 1 . :. MIAMI—GAGE COUNTY APPROVED Z a e.•a.e ' e , SEE SEPARATE NOA 111,6,MULLION ANCHORS t 0 m 0 a 17 19 < TYPICAL ANCHORS TYPICAL ANCHORS SEE E1.EV. FOR SPACING SEE ELEV. FOR SPACING � � W BUCKS ANDMETAL STRUCTURE NOT BY ECO WDW. SUSTAINLOAD5IMPOSED BY OLAZINC SYSTEMRANSFER THEM TO THE BUILDING STRUCTURE. U WEEPHOLES: TYPICAL ANCHORS' SEE ELEV.FOR SPACING W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END 1/4" DIA. TAPCON BY 'ITW' (Fw120 KSI,Fy=82 KSQ AND 37" O.C. MAX. �/4" DiA. ULTRM ON BY 'ELCO' (Fu=177 KSI,Fy=igs KSQ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES t7 o 0 SEALANT: 1-1/2" MIN. PENETRATION INTO WOOD ALL JOINTS ANO FRAME CONNECTIONS SEALED WITH 3 t%t ! [W� SEALER. THRU 18Y BUCKS INTO CONC. OR MASONRY O c,- JOINT n SS 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z 3� W DIRECTLY INTO CONC. OR MASONRY 3 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0 d. #14 SMS OR SELF DRILLING SCREWS (WADE 2 CRS) W rn B INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTEO) pi 8 ,J14 SMS OR $ELF DRILLINGS, SCREWS (GRADE 2 CRS) c I 14 15 18 INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") c 8 (NO SHIM SPACE) TYPACAL EDGE DISTANCE 2 I NrF1 N INTO CONCRETE AND MASONRY - 2-1/2" MIN. is 1n N INTO WOOD STRUCTURE = 1" MIN. © yJ�o INTO METAL STRUCTURE = 3/4" MIN. Noe •� i E 0 :1 Fh CONCRETE AT HEAD.SILL OR JAMBS Pc = 3000 PSI MIN. g I I C-90 HOLLOW/FILLED BLOCK AT JAlk8S fm — 2000 PSI MIN. Enyr: Amw PRODUCT'REVISED •° 4 ° do CASA. ascanrydyingwith limWarMa • d FIA-PE t[3SJ�7092 '' t Building Codd •H8 .. B .e .. ,..vb• °. CA.N.^`9 Accaptmtco No Q• d ,.I v. :v �•�' ration Data { $ $ e 413 \N ° $ TYPCAL ANCHORS ?.. i TYPICAL ANCf10R5 /'`•, ,1{�y` -"'''•' Mioml PmduM Central drawing ' •• ..•a.• ,a' SEE ELEV. °' 1gY SEE ELF/. ia:',1a t�• :.fali•� FOR SPACING WOOD SUCK FOR sPACIrtG ` � W09—12 �w r W1 sheat 3 of 7 1/4'MAX. ' MAX SKIMS SHIM © © O TYPICAL RS a i—®r FOR SPACINGTYPICAL ANCHORS 17SEE ELEV FOR SPACING METALSTRUCTURE __SCREEN OPT. —__ B 17 v 18Y ll�R05 pj 4' 4 STEEL REINFORCER ' it 12 P WOOD BUCKS Q SEE SHEEP 2 FOR CAPACITY WINDOW WIDTH XO LAYOUT V TYPICAL ANCHORS SEE R3fll. FOR SPACING 1/4'MAX VENT WIDTH VENT WIDTH SKIMS 1/4'MAX. D.L.OM N a SHIM D.L.6P0. ''�) S EE TYPICAL HORS PACING �� 17 ' Gl 5 i3 pZ§t —SCREEN ---------- O w WOOD 5tRlA:FUR \. IBY 17 4 S t 1 1 D.L.OPO. � OO.REINFORCING ,e P WOOD BUCKS EXTERIOR SEE SHEET 2 FOR CAPACITY �I WINDOW WIDTHr xox LAY-0 uT cog il 621111 MIAMI—GAS COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV.FOR SPACING H a a$ad9 c<a v 0 Engr:JAY�AH PRODUCFIU3VL46D $} ,� FLA.PE spy ��ptyiogtVDhthoFtodda 'i �' C.AJt.:sg387 g� i3Uilding Caba� , A-"taom No — — ? BKplraTunnme !�j --------SCREEN oPr. fr 1 NO product drawing no. W09—12 WINDOW WIDTH WINDOW WIDTH y,, sheat q of 7 METAL �V STRUCTURE TYPICAL ANCHORS MICAL ANCHORS MIAMI-DARE COUNTY APPROVED P; SEE ELEV.FOR SPACING MULLHON&MULLION ANCHORS 'g ELEV.FOR SPACING SEE SEPARATE NOA 0{. A Z ALT. TYPICAL ANCHORS Uri! SEE E.EV.FOR SPACMO m A 0n 0 z�G� 1 1/4"MAX tri SWMS ALT. a+Z O �o W rn- 0 e` TYP SEE'ELEV.MR SPACING ANCHORS SEE ANCHORSI-AA SEE ELEV. FOO R SPACING r ALT. Fw� i 28 INSTAMMON DETAILS REM FLUSH FRAME ADAPTER �¢��avAu Atu�ao P.07, R Ard. FLA.PES'[70584 oyypHYingw(Ib(4eFlotlda aBW0 ITutidWWNO - Rx Cde , AMLt;5 no.-12V of 7 j a p---2.730 1.087 1'CEM PART 8 9GANTITY DESCRIPTION MA7=41, MANF./SVPPUER/9EMARHB 1 FY201 1 FRAME READ 8083-TB - 3/�I 2 FY20SILL T 1 SILL 6063-T8 - _ 3 FY203 1 SILL ITAT2t 045ERT 8083 T8 - z � 4 FY205 AS REOD. MOV.FRAME JAMB 6063-176 0 J 5 FY101 AS REQ0. FlXED FRAME JAMB 6063-T8 - a .082 1 s Y_6! 6 FY104 1/VENT I=MTG.RAIL 6083-T6 - 3.249 1.140 12 t1 7 FYI 05 1/VENT VENT INTERLOCK 6083-76 ( U 8 _ FY208 1/VENT JAMB STILE 8063-TB - GGOII Q VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/VENT TOP AND BOTTOM RAIL 6063-76 - h .813 10 FY108 AS READ. GLAZING BEAD(IAM.GLASS) 6063-TS - 2.085 .818 130 ICA FY110 AS READ. GLAZING BEAD(INSUL LAM.CLASS) 6063-T8 - QyQy 1.140 1.810 1.25011 - AS REOD. REINFORCING BAR STEEL -T-1 n df .719 .04$ .603 .045 .803 12 - AS RE00. REINFORCING DAR STEEL _ y a�7 3X4 FRAME HEAD 13 FY204 AS RTEOD. A00-ON SILL RISER 8083-T6 USE AS REDO. Gqi �3 2248 [14 FY208 4/VENT R01J.£R HOUSING k GUIDECELCON I t.S40 1.047 1.047 z 0 @ 1 A82 FY209 2/VENT ROLLER BRASS - of IA40-rl.610 .218 10 GLAZING BEADS FY210 2/VENT ROLLER PIN ST.STEEL - g8 X 1" AS REGO. FRAME/VENT ASSEMBLY SCREWS CTS P.H.SMS ®8 x 3" 2/VENT FIX.RAIL SILL SCREW(SILL END) CRS P.H.SMS W23181 AS READ. FIN SEAL W STRIPPING ULTRAFASJAMB STILE 0300TIGO AS READ. BULB SEAL O-LON SCHLEGEL 555222 ° In tA58 21 E207 AS READ. BULB SEAL SANTOPRENE ULTRAFAB,OUROMETER 6515 2'� 22 E203 AS REDD. GLAZING BEAD BULB SANTOPRENE ULTRAFAS.DUROMETER BUS 3.876 F1.250 23 FLO-60 AS RE00. GLASS SPACER SILICONE FRANK LOWE r .076 I 24 SL203P 2/VENT SWEEP LATCH SULLIVAN&ASSOC. 25 08 X t/8" 2/LATCH LATCH INST.SCREW ST.STEEL OH SMS 1.140 1.340 26 WA21. 2/WOW. WEEP VALVE PREFERRED ENO.PRODUCTS 3"cp Nl A82 271/1/VENT 5/18"so SCREEN OPTIONAL '500 I 28 FY120 - FLUSH FRAME ADAPTER 8083-T8 OPTIDNAL Z_ i-i g{ F+--1.344 29 - 2/LITE SETTING BLOCK EPDM DUROMETER 7515 SHORE A �.'zr 2.730 t 7 Q7 MEETING RAIL U w ® FRAME SILL 2.188 O _ r1a 1.422 .340 .312 .D62 A. 1x78 03 SILL TRACK © FlXED MTC. RAIL .500- 50 500 50 2212 2.812 2.750 �� "r. VAAF@,IAD .) PRODUCT RRiVISBD N FIA. N 70992 11 C �'h���� L 082 Dui G.n.N. y p�aPt�w No .500 L';�.'q tt t1`i!i: K*. U6o0 DaW OJq .789 I•.t� L ;L R:a 1.4 By.959 ` Miami CO droming no. 1.887 1.686 2.611 / ® MOV. FRAME JAMD ® FIXED FRAME JAMB ® FLUSH FRAME ADAPTER �' L sheet 8 of 7 1 i o FRAME TOP CORNER VENT TOP/BOTTOM CORNERS ~h pp !n 17 tG QOM b Z 3� w m� 0 SON m' ass gg7C<m U O Enor.JAVAO ANW40 PRODUCTRBVfSgD N •� B4 FIA.1>E 70892 cmnplyl�wGA NroFIoil6a FRAME BOTTOM CORNER C.AJIL Bdlft Code `d• a8 Indion Dwe DONOg r—XED D MTG. RAIL CORNER shoat 7 of 7