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RC-14-2138 21��15 Miami Shores Villag e Building Department ,-r-j 7 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 V, Tel: (305)795.2204 Fax: (305)756.8972 -- INSPECTION'S PHONE NUMBER: (305)762.4949 FBnnC 20 1 X` Q BUILDING Permit No. - PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: �lA'htl-.#,? Uric L City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ' T� Is the Building Historically Designated: Yes NO /1-C Flood Zone: OWNER: Name(Feeaw�—t�Simple Titleholder): U I Phone#:-36S -7fCT 7 UJ 18 9 Address: G 9 J{ 4�'�� 4%A U L C )Kj C City: {�'� A'l( S H o LO s State: � Zip: i7—J36 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: rIJVC— Phone#: ��j C10' Address: City: �� / _i State: ft- Zip: t b Qualifier Name: �1��-r � A � (A� Phone#: State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: DESIGNE . Architect 'ngineer: � - Cihm�� Phone#: 7 Value of Work for this Permit: $�b t "1 7 J Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alterattiio�n ❑New ❑Repair/Replaace ]❑Demolition Description of Work: C-Z!2!�[ tZ?C Color thru tile: ****�********�******************•x******Fees******:x*�**�********************��x********* Submittal Fee$ Permit Fee$]103. 2-5 CCF$ CO/CC$50 • Scanning Fee$ Radon Fee$ DBPR$ Bond$—Z�M •co Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ �� LO)("0. SS 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 hi It occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n e a proved and a rei spection fee will be charged. Sig nat re Signature Owner or Agent Contractor The foregoing ins ment was acknowledged before me this l 1L The foregoing instrument was acknowledged before me this-0 r' day of 20 1 4,by G. tiM 12-1 day of ~ ref— ,20 tq,by ci�qS who is personally known to icor who has produced who is p sonally knownto e or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P LIC: NOTARY PUBLIC: Sign: S Print: `L L=h1l L�FZ Cf-{-)V Print: My Commission Ex it s: My Commission Expires: REBECA M.PASTRANA �� MY COMMISSION#EE872624 P(�e♦ WENOY LEZCANO EXPIRES:Fdbmery 07,2017 Notary Public-State of Florida °tt� Commission#EE 844650 °f nd Through National Notar APPROVED BY xaminer Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) aL41 . 6 H . (SO r ORONI, INC. A Construction Company License#(CBC1251664) (305)685-0412(Off) 14040 NW 6 hCourt (305)688-9550(Fax) North Miami,Florida 33168 CONS TR UC TION A GREEMENT CUSTOMER: HurleyResidence ADDRESS: 685 Grand Concourse CITY,STATE,ZIP: Miami Shores,FI. 33138 PHONE: (305) 789.9200 DATE: July 15,2011 ORONI, Inc. (hereinafter "ORONI"),for and in consideration of the prices herein named, proposes to furnish the work, and/or materials hereinafter described, subject to the conditions below, for the exclusive consideration of Mr. Hurley (hereinafter "CUSTOMER"). ARCHITECT INFORMATION: Mark Campbell SCOPE OF WORK: Nee exterior wall,convert garage in Den, bathroom remodeling,interior remodeling. EPA's Renovation,Repair and Painting Final Rule(40 CFR 745)requires that renovation conducted for compensation on pre-1978 homes and child-occupied facilities,must be performed by a Firm that has been certified to meet all the requirements in 40 CFR 745.90. Test to determine the presence of lead in this property is not included in the estimate,if it is determined that lead is present,an additional estimate with additional charges will be presented to the customer for approval. 1. Provide all product control approvals under Oroni's scope of work if available. 2. Owner to pay for surveys,permit fees,county fees, HRS fees and any special test required by building officials. 3. Oroni Inc.will provide all necessary license and certificates of insurance from Plumbing, Electrical,Mechanical and Building contractor to the building officials for approval. 4. Remove garage door 5. Remove 5 ft in of concrete driveway in front of garage 6. Make exterior opening wider for new door 7. Remove existing 3 ft concrete wall and gate 8. Remove blocks for new opening of west side window 9. Remove interior wood paneling 10. Remove interior partition and other materials on walls 11. Remove plumbing fixtures and electrical as needed 12. Demo all ceiling and wall drywall. 13. Provide trash container to haul away debris 14. Clean up and haul away of construction debris. 15. Open trenches for new walls footers. 16. Prepare new footers using#5 steel re-bar. 17. Provide and pour concrete(3000 p.s.i.@ 28 days)for new footers.For new walls. 18. Provide and install new cement blocks and erect new exterior walls as shown. 19. Form new columns,tie downs and tie beams using plywood and#5 steel re-bars. 20. Provide and pour concrete(3000 p.s.i.@ 28 days)for new columns,tie downs and tie beams. 21. Provide window openings,build tie downs next to new windows. 22. Apply stucco finish to new exterior walls and remodeled area where new block work was done. 23. Provide and install framing material for interior partitions to include 1x4,2x4,furring strips, metal tracks and studs,metal ceiling high hats,etc Tb ipe� h1• 24. Provide and install insulation at exterior walls and in ceiling areas as per plans. 25. Provide and install '/z inch drywall over new framing material throughout remodeled area. 26. Provide and install new interior doors as shown in plans. 27. Provide and install new exterior doors and windows as shown in plans.Windows will be clear glass,white frame,aluminum manufactured by PGT.(impactres�stasit) 28. Install drywall at window sills. Upgrades are available. 29. New drywall shall be taped,plastered and sanded. 30. Prime and paint new exterior stucco walls.Customer to supply matching paint. 31. Prime and paint new interior drywall using Sherwin Williams mid-level paint. ORONI is including up to(4)colors. Customer shall select color(s)of choice. Each additional color shall be charged at$400.00/per color. 32. Install new ceramic tiles throughout bathrooms floors as wel I as around tub. No riles outside of tub or shower is included. ORONI is including installation of ceramic tile in standard layout form. Upgrades are available upon request such as:marble,diamond shape installation,inserts designs,patterns,porcelain,glass pieces,etc. 33. Clean up and haul away of construction debris and materials. 34. All wiring,outlets and switches noted on drawings for new work area will be provided by contractor with the exception of 3 way switches,dimmers or special items.Any deviation from the preliminary architectural drawings and the final approved job copy shall be adjusted to a new price. 35. New electrical installation for relocated items. 36. Electrical contractor is including electrical outlets, standard switches,ceiling lights installation, 37. . Everyjunction box for switch,light or outlet is a point.Any additional point shall be charged at a rate of$115.00 per point with exception of dedicated lines or special items which may be higher. 38. Electrical work does not include wall or ceiling repairs needed for wiring or conduits in areas not being remodeled. 39. Electrical installation of appliances and fixtures is included. Fixtures or appliances to be provided by owner. 40. If additional work is required by building officials or by code,contractor will provide an "Additional work authorization"for the customer to approve. 41. Provide drain and water lines from existing residence to new location of fixtures or appliances. Price includes relocation as shown in plans. Does not include any work not shown in plans. 42. Contractor assumes existing lines are approved by code. 43. Supply water lines as well as P.V.C.pipes for drainage.Contractor will connect existing drain lines to new sewer system 44. Contractor is responsible for all plumbing fixture installation as per plan.Customer to provide fixtures,equipment and appliances. 45. Provide plumbing for sink,toilet and tubtshower. 46. Only duct work is included in this estimate.No air handler or condensing unit work 47. No roofing work included 48. Permit fees,processing of permits,city and county fees of any kind. 49. Architectural/engineer services of any kind. 50. Fixtures(i.e.water heaters,faucets,tiles,grout,tub,sink,lamps,etc.). 51. Landscaping/in igation work of any kind. Customer understands that existing surrounding landscape and irrigation may be damaged during construction and Customer releases contractor for damages unless is caused by gross negligence. 52. Insulation in interior walls or partitions. 53. Low voltage wiring. 54. Any gas line or gas appliance work. 55. Painting of louver doors. ORONI shall purchase doors painted in white color. 56. Varnishing,or staining of any kind. 57. Plastering complete walls to avoid seeing patches. 58. Septic tank or drain field work of any kind 59. Mold remediation. 60 Any flooring or base exceptin, bathroom . ##c3fi arle uastaiiip± ao i � xfiI 61. Lead residual removal or remediation. 62. Removal of any support columns,walls or beams unless is specified in plans. 63. Chimney work. 64. Asbestos test or special tests required by building officials. 65. Shower enclosures. 66. Wood flooring 67. Any fence work. 68. Any other work not specified in this agreement. 69. 5% at signing 70. 5% at start 71. 10% after demolition 72. 10% after footing inspection 73. 10% after concrete and blocks 74. 20% after all rough inspections 75. 20% after drywall is installed 76. 10% after painting 77. 5% after fixtures are installed 78. 5% after final inspection 79. Contractor to maintain a working crew at job site during normal working hours(84:30 PM) unless weather,inspections,plan revision or other circumstances will not allow it. 80. Work will be supervised by one of the Oroni's supervisors on a daily basis 81. Customer understands that this agreement and its terms and conditions supersede those found in the architectural drawings and general notes sections.This agreement is the only legal document for work contracted with ORONI INC.No verbal agreement will be binding or enforceable. 82. Approximate time for completion not counting permit processing or inspections is 120 to 150 days. 83. Contractor is including interior and exterior doors of standard height(6'-8")even though the plans are showing 7'height. 84. If at any point from the date on this contract to the completion of the work scope,there is an increase or decrease of 10%or more in any material cost to include but not limited to(i.e. wood,metal,paint,concrete,roofing materials,windows,etc.),the difference shall be adjusted and charged/credited to the customer. 85. Price valid for 30 days. 1. Upfront work,demolition/portable toilet/trash dumpster,land prep.............$5,785.00 2. Concrete,blocks,steel bars,stucco,Framing,windows,doors„drywall,trim,tiles,paint and /building work.......................................................................................$18,790.00 3. Mechanical,Electrical and Plumbing work..........................................$16,600.00 4. Overhead and profit......................................................................$6,500.00 5. Total.......................................................................................$47,675.00 I 6. Unless otherwise stipulated in contract all General Conditions listed in this section shall be applicable. 7. ORONI shall obtain all applicable permits. Customer will reimburse ORONI for all permit costs incurred and shall also pay ORONI for processing of all permits. 8. In the event that it is required that the architect/engineer of record inspect the structural work performed, ORONI shall be responsible for scheduling these appointments with the architectlengineer. Customer will be responsible for fees charged by architect/engineer for these inspections and/or consultations. 9. Customer shall be responsible for costs incurred for any and all special tests and/or inspections required by architectlengineer and/or building officials. 10. ORONI shall be responsible for scheduling all inspections with the local building departments. 11. ORONI shall be responsible for any re-inspection fees for details included in contract and drawings. Any inspections that fail due to details that were not noted in drawings and shall be the responsibility of the customer. 12. ORONI shall be responsible for obtaining product control approvals(provided all products specified in drawings have a current product control approval)and shop drawings required for issuance of local city permits on all windows and doors included in this estimate. 13. Tile installation.If included in scope of work,Contractor will install ceramic tiles in square lay out (standard),does not include glass tile installation,special borders,inserts,marble,granite,stone or any other type of material unless it is specified. 14. Electrical.This agreement does not includes any low voltage wiring of any kind to include but not limited to TV,Alarms,Computers,Sound systems,Telephone etc.unless specified in this contract.All electrical items marked on plans as"new"will be included in price.Any other additional electrical item will be an additional cost to customer.Any specialty item(chandeliers,non-standard lamps etc)will be installed at an additional cost to customer.Electrical contractor will decide to use conduits or romex wiring at his discretion. 15. Plumbing.All plumbing fixtures and appliances marked on plans as"new"will be installed.Appliances and fixtures to be provided by customer.Supply water lines will be done in PVC,CPVC or copper at contractor's discretion.Any additional plumbing jets,shower heads or faucets will be installed at an additional cost to customer.If different from plans,shop drawings must be submitted by customer of any equipment that will be used and prior to underground plumbing. 16. Mechanical.Air conditioning units and thermostat will be provided by contractor unless otherwise stipulated here in.Contractor is including flexible duct,grills etc.standard quality.No metal duct is included unless specified.Contractor is including name brand specified in plans or similar brand. 17. Demolition.Any demolition of flooring,walls or ceiling, includes only one layer.Any demolition on concrete surface includes 4"of removal only.If additional concrete is found,there will be an additional cost for customer.When opening trenches,if roots,rocks or any unexpected material is found,customer will pay the additional cost. 18. Allowances.If allowances are specified,only the amount shown will be credited in case customer decides not to do such work.No overhead and profit will be credited. 19. Repairs.Customer understands and agrees that in case of repair of tile,marble,stone etc.repair material will be chosen by customer.Contractor is not responsible for matching surfaces. 20. Customer understands and agrees that during the time that ORONI is providing permit and insurance for the project under this agreement,there will be no other work performed by any other worker not covered by ORONI's insurance unless a previous written agreement exists.If it is agreed that owner will hire someone else during the time ORONI's permit is open,customer agrees to pay 15%of total amount paid to such company for coordination purpose only.Company hired by owner must be licensed,have liability and worker's compensation insurance.ORONI will not be responsible for quality or duration of such work. 21. Roofing.If matching roof tile is in the scope of work,Tile included is standard and does not include barrel the or any discontinued or special roof tile. 22. ORONI is not responsible for the condition of the remaining structural members. 23. Customer is responsible for the purchase of all plumbing and electrical fixtures,ceramic tiles,bathroom accessories,shelving and/or hardware unless otherwise stipulated in contract. Contractor shall provide installation of all fixtures as noted in contract. 24. This contract does not include the cost to purchase or install cabinetry,flooring,and hardware for doors, window treatment,landscaping or irrigation unless otherwise specified in contract. 25. This contract does not include any sidewalk,driveways repairs and/or replacement or chimney work unless otherwise specified. Damages to sidewalk or driveways during construction work shall be repaired at customer's expense.Contractor will not cover sidewalk during construction. 26. ORONI shall keep the promises and surrounding area free from accumulation of waste materials or rubbish caused by operations under the contract. At completion of work,ORONI shall remove from and about the project waste materials,rubbish,tools,and construction equipment,machinery and surplus materials. Sand,small paint chips,and other minor debris may remain behind;however,ORONI shall take measures to assure that the majority of the debris for construction described in this agreement is hauled away. 27. ORONI shall perform all work according to standard practices within the Florida construction industry as is consistent with the surrounding area and properties. ORONI shall comply with all manufacturer specifications and Dade County Product Controls.All matters of construction performance shall be in accordance with the criteria contained in the current edition on the"National Association of Home Builders"(HAHB)publication,Residential Construction Performance Guidelines(RCPG).Prior to initiating any legal action or alternative dispute resolution proceedings,the parties shall consult the provisions found in the RCPG,and agree to resolve all applicable construction performance questions or dispute in accordance with said provision.The RCPG shall be the standard of construction under the contract,and binding as to the determination of any issues between the parties involving construction defect,quality,tolerances,appearance or condition of any proceeding brought in arbitration or before a court of law.The owner was informed that both Contractor and Consumer versions of Residential Construction Performance Guidelines are available at www.BuilderBwks.com or by calling 800-223- 2665. 28. Claims for consequential damages:ORONI and the Customer waive claim against each other for consequential damages arising out of or relating to this contract. This mutual waiver includes but is not limited to:rental,loss of use,income,profit,financing,business and reputation,loss of management or employee productivity,services of such persons,contractor's principle office expenses,business reputation,loss of profit,etc. 29. MEDIATION.In the event a dispute shall arise between the parties to this contract,the parties agree to participate in at least four hours of mediation in accordance with the Construction Industry Mediation Rules of the American Arbitration Association currently in effect.The parties agree to share equally in the costs of the mediation.Mediation involves each side of a dispute sitting down with an impartial person,the mediator,to attempt to reach a voluntary settlement.Mediation involves no formal court procedures or rules of evidence,and the mediator does not have the power to render a binding decision or force an agreement on the parties. 30. ARBITRATION.If dispute is not resolved through mediation, the parties will submit to binding arbitration to address any controversy or claim arising out of,or relating to this contract or relating to any change orders or other changes or addendums to this contract.The arbitration shall be conducted by and according to the rules and procedures of the Construction Industry Arbitration Rules of the American Arbitration Association currently in effect.The Arbitration Award shall be binding upon the parties and shall be enforceable in any court of competent jurisdiction.Both parties shall share the cost of the dispute resolution process equally although personal attorneys and witnesses or specialists are the direct responsibility of each party and their fees and expenses shall be the responsibility of the individual parties. 31. This agreement covers only the work specified herein and does not cover any additional repairs which are found to be necessary subsequent to the commencement of the project. Any alteration or deviation from the specifications contained in this agreement,resulting in any additional cost(s)not anticipated herein, shall be deemed the financial responsibility of the Customer and shall be charged in addition to the amount of this agreement. 32. ORONI is licensed and insured as required by Florida law. Notwithstanding said coverage,ORONI shall not be held responsible for any damages caused by acts of God or any other circumstances beyond its control. Customer has the right to request a copy of said license and insurance from ORONI. 33. ORONI is not responsible for the condition of any existing equipment or fixtures. All equipment and fixtures that are to be installed by ORONI shall be standard. Non-standard fixtures and equipment (manufactured outside of U.S.A.) Shall be installed for an additional charge. 34. If work performed includes removing part or whole roof,Customer understands and agrees that in case of rain,storm,hurricane or any other acts of God,ORONI shall not be held responsible for damages caused by such acts to include,but not limited to,furniture,appliances,art work,flooring,walls or ceilings or any other surface or item. However,ORONI will cover work area to the best of its ability. 35. ORONI is not responsible for damages to existing sod,grass,trees,sprinklers,water and sewer lines, septic tank,drain fields,power lines,telephone lines,cable lines,gas lines,driveways and sidewalks due to construction work on Customer's property. 36. Customer has the right to ask ORONI for lien waivers from all persons supplying materials or services. 37. All workmanship is warranted for a period of(1)year. Flat roofs(5)years and sloped roofs(7)years. This warranty may become void due to negligence or mistreatment by Customer or by making any y altemtion/repairs by any other person not working under Oroni Inc.guidance. Warranty shall only be honored when payment under this agreement and any related additional charges are remitted in full. Warranty is not transferable unless specified. 38. Customer understands that he/she has certain rights under the construction industries recovery fund. Customer has received a copy of the"Notice of Consumer Rights under the Construction Industries Recovery Fund". 39. Time limits on claims:Claims by either party(except claims for money owed to Oroni Inc.)must be initiated 21 days after occurrence of the event giving rise to such claim. Claims must be initiated by written notice to the architect and the other party. Before initiating any claim,Customer must allow ORONI the opportunity to correct the situation. 40. Matching of surfaces: Whenever matching a surface it shall be as close as possible considering availability of product and labor. If matching of paint,Customer shall provide ORONI with paint color. ORONI does not guarantee exact matches on any materials. ORONI is not responsible for patching of wood floors unless otherwise stipulated in this agreement. 41. Payments:Payments are divided in stages. Customer understands and agrees that each stage must be paid before the following stage can start. Payment shall be received no later than(5)days after invoice is received by owner. A late payment fee of$50.00 shall be applied for every 15 days that the payment is late. 42. Change Orders:Any additional work requested by customer verbally or written to employees, subcontractors or supervisors of Oroni Inc,or any additional work requested by building officials or architects,shall be considered an"additional work authorization".Such additional work shall be invoiced and paid in full before work is performed. 43. Customer will pay for portable toilet in job site. If due to contractor's fault,project is delayed, contractor to pay for the additional time portable toilet is on site. 44. If at any time the job is stopped for a period of time that causes the permits to expire,party responsible for delays will pay for permit renewal and any other cost involved. 45. Customer shall furnish survey's describing physical characteristics,legal limitations and utility locations for the site of the project and legal description of the site that ORONI shall perform work at in accordance with this agreement and its documents. 46. Any design errors or omissions noted by ORONI during their review shall be reported promptly to the architect. However,it is recognized that ORONI's review is made its capacity as a contractor and not as a licensed design professional unless otherwise specifically provided in this agreement and its documents. ORONI is not required to ascertain that the architectural drawings are in accordance with applicable law statues,ordinances,building codes or rules and regulations. However,any nonconformity discovered by or made known to ORONI shall be reported promptly to the architect of record. If ORONI believes that additional cost(s)or time is involved because of clarifications or instructions issued by the architect in response to ORONI's observations or requests for information,ORONI shall make claims to Customer. ORONI shall not be liable to the Customer or architect of record for damages,time lost,expenses,or extra materials resulting from errors,inconsistencies,differences between field measurements or conditions,omissions or changes of orders requested by the Customer,not originated on the original agreement or in the original architectural drawings unless ORONI fully acknowledges such errors and knowingly fails to report them to the Customer or architect,otherwise Customer or architect must give ORONI written details or request for changes,errors,inconsistencies,or measurements,in which at this time ORONI will review them accordingly and decide to continue work in progress,make changes or furnish the Customer or architect with an addendum to the original agreement with the new specified changes and details that might include additional charges in which the parties involved will convene and sign before any additional work is performed. ORONI may make substitutions only with the consent of the Customer,after evaluation of the architect and in accordance with a change order. 47. ORONI shall perform no portion of the work for which this agreement and its documents require submittal and review of shop drawings,product data,samples or similar submittals until the respective submittal has been approved by the architect. 48. The architect of record may perform periodic visits to the job site(at Customers discretion)in order to insure and to keep owner informed about the progress and quality of the portion of the work completed, to determine in general if the work is being performed in a manner indicating that the work,when fully completed will be in accordance with the contract documents,and to determine the date or dates of substantial completion,will receive and forward to the owner,for the owner's review and records,written warranties and related documents required by the contract and assembled by ORONI,and will issue a final certificate for payment upon compliance with the requirements of this agreement and its documents, however,the architect of record will not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the work. The architect of record will neither have control over or charge of,nor be responsible for the construction means,methods,techniques,sequences or pros, or for the safety precautions and programs in connection with the work. These issues are solely ORONI's rights and responsibilities under this agreement: 49. The date of substantial completion is the date certified by the architect.The term"day"as used in this agreement and its documents shall mean working day unless otherwise specifically defined. At this stage of the project,the work or designated portion thereof is sufficiently complete in accordance with this agreement and its documents so that the Customer can occupy or utilize the areas for their intended use. However,the Customer may occupy or use any completed portion of the work areas only when such portion is determined by ORONI and local building authorities to be in compliance with codes,rules and regulations appropriate for residing or use of said areas. 50. Customer understands that in the cases where stucco is applied,ORONI does not guarantee matching or a specific stucco thickness even though it may be specified on the architectural drawings. 51. Customer agrees to allow ORONI to use pictures related to this project for advertising purposes on their webpage(www.ORONI.com)without prior consent or approval. 52. Customer has the right and should seek advice of an attorney before signing this agreement. ORONI hereby proposes to furnish and labor-complete according to the above specifications for the sum of $47,675.00 (Forty Seven Thousand Six Hundred Seventy Five Dollars). A tante-Custom r Acceptance-ORONI,Inc. Z 1 // Date Date J/, � 4 Miami Shores Village Building Department '°" 'f 1/ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138L-00--- '� T: ((// < � Tel:(305)795-2204 Fax:(305)756-8972 13 i � J INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2000/ ' BUILDING Master Permit No —2138 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ajj-,4� C(,IAf C,C4,--L (S City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: P i �� 'G 1 2 ( Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE::7 FBFFE"E�: G oG OWNER: Name(Fee Simp'e Titleholder): �� 1+t/ t k.- �-� Phone#: ) D� � - -7 U 6 Address: (),-VD (26V -C 'L S (_� City: 14`1 lk"'"� S I tai /�/� State Zip: 3� 0 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: Address: ,OWL IQ City: St _1 Zip: Qualifier Name: Phone#: State Certification istration#: Certificate of Competency#: DESIGN :Architect/En sneer: r CAW fp(� L Phone#: �l�T �2-�" �6 3 —7Address: 3 ► �=i2 S'�/ City:1/2 14^, Sctt--n tate: 1�'L_ Zip: Value of Work for this Permit:$ �ld �� Square/Linear Footage of Work: Type of Work: ElAddition [Alteration F-1NewElRepair/Replace -1 Demolition Description of Work: �� i�� C oN V r- -S i 0.r I I Specify color of color thru tile: Submittal Fee$X0 • Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) r r � 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 exceedingi$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. ASignatu /,�_- Signature OWNER or-AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day ofyr 1 AA61e e— 20 by day of 20 by ewho is personally known to who is personally known to me 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. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Nota Public State of FI Print: Joanna M Feliciano Seal. My Commission FF 082753 Seal: �p,moo~ Expires 0111212018 APPROVED BY Plans Examiner C7 ` Zoning i Structural Review Clerk (Revised02/24/2014) �g�!ORs Miami Shores Village Building Department 10050 N.E.2nd Avenue Riot Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAM E: 4w.t e DATE: 'o / ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. 0— f 1 Init4 r 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 1 Ini 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on perms c ncts. Irn i 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed $75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,wpic iolates the exemption. Initis 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construct Initis '/ 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by la y c n r municipal ordinance. 7_ Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I,as an owner-builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder a are of the limits of my insurance coverage for injuries to workers on my property. I Ritial. 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Inii, 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulatio 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html / Ini ' ` 2-/ 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial- 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. F Initia Licensed contractors are regulkc!by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of OC _ , 20 By who was personally known to me or who has Produced there License or /�O as identification. OWNER rl; Notary ayof Florida Joanna M Feliciano MyCFF 082753 E,Pires 01112/2018 SgOR ... b...� Miamishores Village Building Department �ORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#4 -l ' 21 - DATE: Z �' I, V Ul/q7q�1(- A- CA 0"7(06 C zf L o Contractor (NAME) • Owner hitect �z Picked up 2 sets of plans and (other) v�,i 7 Address: 3 From the building department on this date in eF to have corrections done to plans And/or t County stamps. I u erst?n fat the plans need to be brought back to Mia;i Shores Village Buil ' nt to ntinye"pe - process. A nowled (Signature) PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: W--- ♦SNORES t? �t Miami shores Village Building Department �LOR'1DA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: QL 4 Z J DATE: (Name) ❑ Contractor ❑ Owner hitect (Picked up 2 sets of plans and (other) r o't lT Address: �J From th uilding department on is da 'n o er to h co ections done to plans An or get County stamps. I der and t t ns n ought back to Miami hores Village Building a en ti er i ' cess. Signature: (SIGNATURE) PERMIT LERK INITIAL: RESUBMITTED DATE: / /4, PERMIT CLERK IN Village Miami Shores Building Departmen IL Alif sell 10050 N.E.2nd Avenue Miami Shores, Florida 33138 tic'- ��d Tel: (305) 795.2204 tiTy '��oR0& Fax: (305) 756.8972 COPY Page 1 of 1 Permit No: f-C) Structural Critique Sheet r T STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Mehdi Asraf 5t10RE,p L �1 I� .... iami S40rej Viffaq-e LeryTO- 10050 N.E. SECOND AVE- 0 I'D MIAMI SHORES, FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 DAVID A. DACQUISTO,AICP PLANNING&ZONING DIRECTOR DEVELOPMENT ORDER File Number: PZ-2-14-201480 Property Address: 685 Grand Concourse Property Owner/Applicant: James and Katherine Hurley Address: 685 Grand Concourse,Miami Shores,FL.33138 Agent: Mark Campbell Address: 373 NE 92nd Street,Miami Shores,FL 33138 Whereas,the applicant James and Katherine Hurley(Owner),has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 and Sec. 600. Site plan review and approval required. Garage conversion attached garage. Whereas, a public hearing was held on March 27, 2014 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval to convert a garage and construct a 251 sq, ft. den and 55 sq. ft. laundry room. 2) Door from garage to side yard to be removed and blocked up, a new 3 ft. wide door may be installed in the side yard to access the laundry room. The gate in Page I of 2 DO PZ-2-14-201480—Hurley the west side yard facing the street to be removed, no gate to be permitted there. 3) Applicant to obtain all required building permits before beginning work. 4) Applicant to obtain all required permits and approvals from the Miami-Dade Department of Regulatory and Economic Resources,Environmental Plan Review Division(DRER,EPRD)and the Miami-Dade Department of Health (DOH/HRS)as required. 5) Applicant to meet all applicable code provisions at the time of permitting. 6) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one(1)year. 7) Applicant to complete a covenant in the form of a"Declaration of Use" assuring the property is used only for a single family purpose, record the covenant with the Miami-Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. The application with conditions was passed and adopted this 27`d day of January,2014 by the Planning and Zoning Board as follows: Mr. Abramitis YES Mr. Busta YES Mr. Reese YES Mr.Zelkowitz .ABSENT Chairman Fernandez YES G Date R' d M. Fernande airman, Plannin oard Page 2 of 2 DO PZ-2-14-201480-Hurley MIAMI SHORES PLANNING AND ZONING BOARD Planning and Zoning Department Staff Report Hearing Date March 27, 2014 Meeting Time 7:00 P.M. File Number PZ-2-14-201480 Folio Number 11-3206-017-2180 Owner James&Katherine Hurley, 685 Grand Concourse, Miami Shores, FL 33138 Applicant Same Agent Mark Campbell, 373 NE 92nd Street, Miami Shores, FL 33138 Property Address 685 Grand Concourse Legal Description 6 53 42 PB 15-14 AMD PL MIAMI SHORES SEC 4 LOTS 22&23 BILK 103 LOT SIZE 114.660 X 130 OR 16062-1192 0993 1 Property Sq. Ft. 14,905 1 Building Sq. Ft. 2,645 Flood Zone X Zoning R23 Future Land Use Single Family Residential Desi nation Existing Use One-family dwelling Comprehensive Plan Yes Consistency Existing 1-story; 4 bed/3 bath Year Built 1940 Structure Subject Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval re uired. Garage conversion attached garage. Action Required Approve, Approve with Other Required Village Building Permits Conditions, or Deny the Approvals FDOH/MDEHS and Application MDDRER/EPRD Staff Report David A. Dacquisto, Director, Report Date March 7, 2014 Planning and Zoning Background The applicant's residence is a corner plot on Grand Concourse located at the north-west corner of Grand Concourse and NE 7th Avenue. The applicant is proposing to convert an existing garage at the side of the residence and facing the front street into a 251 sq. ft. den and 55 sq. ft. laundry room. The garage door will be removed, blocked up and a window resembling others on the residence placed there. The garage and conversion is accessible from the family room. The applicant has room to park 2 vehicles on an existing front driveway. The existing driveway runs beside the residence and does not provide a 5 ft. separation distance from the residence as required by the current code. This is an existing situation and would be maintained. The applicant will cut the driveway back 5 ft. from the garage conversion. There is an existing door from the garage to the westerly side yard. The applicant proposes to modify the opening to accommodate a 3 ft. wide door. Analysis The board generally does not approve new doors from garage conversions that access side yards and has generally required that existing doors from the garage to the side yard be closed as a condition of granting approval for a garage conversion. The design is compatible with the neighborhood and community. The proposal is consistent with the technical provisions of the Zoning Code except for general board requirements as noted. Recommendation In acting on a site plan, the Planning Board must make a finding that the proposed improvements comply with the regulations and are harmonious with the community, as required in Articles IV, V and VI of Appendix A Zoning, Sec. 400 and Sec. 600, of the Code of Ordinances, and, in that regard, may add further conditions or delete or modify staff recommended conditions, deny the application, or continue the item for future consideration. Planning and Zoning staff recommends APPROVAL of the site plan to convert a garage and construct a 251 sq. ft. den and 55 sq. ft. laundry room, with a finding that it is consistent with the technical provisions of the Code. Should the board find that the applicant merits approval, staff recommends that the following conditions apply: 1) Approval is granted as shown on the plans submitted and made a part of this approval to convert a garage and construct a 251 sq. ft. den and 55 sq. ft. laundry room. 2) Approval is not granted for a door from the new den to the westerly side yard. The existing door to be removed and the opening closed with masonry construction. This change is to be reflected on construction drawings submitted to the building department as part of building permit submittal. 3) Applicant to obtain all required building permits before beginning work. 4) Applicant to obtain all required permits and approvals from the Miami-Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami-Dade Department of Health (DOH/HRS) as required. 5) Applicant to meet all applicable code provisions at the time of permitting. 6) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Page 2 of 2 PZ-2-14-201480_H u rl ey.docx FLORIDA BUILDING CODE,ENERGY CONSERVATION FORM 402.2040 Rosldrttitd Berg TMrf6al Envelops Approach ALL CLIMATE 20NE! ll spm Ceiwpll n with Metbw 492 of the Florida Bondi"Cede,EMWW C•ns-16614.hall M N.Nwstrated by 1M wow a Pers 40214w sbyl.or.d Ny raYawea a Wow .Mla.w la«r.Might,a 1001,s t.-d d s..Nd.~1 11- .I..V.tian.t.•dwUwO-.Nh new b•gdirr0.,-I ,. Snb wad water a..ti.Y.ymt ws h.edoW b.s+fwa « applicable.TO comply,a MRdiog wast mast or excaad M of/M owora wRldaway.wwi.ww..wb ew To".402A and all applkNN mmwdatwy reouM.a.w.Ra au-wb d M TW.402R or this form R a bwlMkW floes Not campy wNh this mdhod or Alternate pone 402,It asy a=c•p•Ply u.dr Sweden 405 d tM"all"pgdIng Code,E.-W C-Mrvadow FR.IgCT NAOggbµp I Adttitlog in Existing Residence 685 wR.DEis ADDREsh Grand Concourse Miami Sbores, FmMl11'r1s10 OppMg, Miami Shares OWNERS James&Katherine Harley pE121IT MOa JIptlSIOCTION RO,a 60~011.*bWatl0a{s t.Mow aowsbuabon wMeb in-pohutem any of the fagewlas featres asset awgdy uW"Vds twokb s glass areas In saames of m percent of aw.ditle.M Oeor area,elastrle reakdopa hat ad ab hangars Most"M aM-AddMaao S 600 W.1t.,saw.sdowo and"WpmaM OMrye«ts may goMpy by this nstlwd with eKtood ws sWea. 2.Flll M ad d.ppN..bk apses a tM're M h hWeP alernw,a Table 402A with the War.""r.gaosl.L AN Re M hstWP vales west M equal to or err.oMcant than tM S Cow.plal.pass 1 based on the aro Be WfaNP colrrrnn ldsrmaO- 4.Read the requiramowl.of Table 4020 W ahoak mob Ma to Wiest.your into d to Oowyly whh M Applicable Nose. 0.Rad,Wsn and dote ft.-Prepared Ry"ow0ft Na sfatament at W beW.w of page 1.TM ewer or wwoe.agent twat aW alp.and dab Os forst pls«s Hh.t CK t. H.-Construction,aadttlen,w algia buildhy t. Remodel-Enclosure of exiting space 2. W glweraty dal.ebsd or rwh1tlp1e4wmlb attached 2. Single finally 1 M mWd0.f@.ily.Me.a wile covsrd by thh W M Mak. tL 4. to skis ward agar(yams) 4. Yes S. Cendmwhd swot eraw(eq.R.) 5. 316 SF Existing space converted to conditioned space 0. Olay typa and arsaw: ..U4"tw sa. -0.65 b.11406 66. <0.30 c Glass ata 6a. 24 8F •q•eL 7. p•ra•f g•a sl•«b Rho.ren T. 15% Window to new conditioned space ratio % 0. Fleur type,area or perMder,and laWwdo s.ilobowyrwde(1twa1«) sa.R- N/A-Existing Slab Ron fL b.Wood,shed(M,ala) ob.R. sq.th W Wad,a wnos(Rwdwe) gen R- sq.tL d.Control.,raised(R-vdwo) K a. sq.fL e.Coweret%eoh..raa(MNab.w) 6e.R. sq.fL A Wag type,tea and i«rdaUa.O s.EatMer: 1. Masomy Dns l d n IWabs) OSA.R. 8.1 70 N.R 2. Wed fma w(bsWrtlen Rvalw) sad.R. sq,fL d Moment 1. Masonry(Insulation R-valrw) M4.*- a.s.fL 2. W«d/sane 0«alatie.Rvabs) 664.R. sq.R 10. Cola"typw,area and iasalwH a a.Uh.der atne 0•mWade.awabs) tea.R. 30 316 on.N. b.wale anw•rwby P•low""WWI-) lob.R• aq.fL 11. Ab dlwWWWO sysl.m:Duct bmd.00•4 W.&OWy On a.Duat hoatlo%insulation 11a.R. 8 Atik A AMU leoausw 11b. lwtefior c.ttw,t«t reprt attracted(s&M yeah.) 11o.Tod..prt atl.ahsdt r« M. 12. Coins ayrena a.TTN 12a.Typet Ezistle h.dRdanesr 12b.SNERIEEW 16 S ER tl Heathy systena a.Type 12a.Types Existing 6 EfOc•ay l2b HSFFICOPIAFUF 14. MVAC W "eWWA"-sebeMd 14. Ya No Yes t0. Hot vratar systrm s.Type 16x.Typm Tankless 15b.EFs erAAft Ravlew fprone...d ap.alR«tiers oevorodMtid.aim athm t.dt.ae..osspsanw.Lith tMFlarlda Energy Cede,gdaro«abugHan le as.nplated,thio brNdl.y wM M lwpoetd fwABEDV�W& ATS. CODE OFFlWALs/� t/ h//bt clarpR�y� th.Flerw Ewrgy oder MOENh IVs Art ILO,AAt A e-LLOMTEs ► - (� OATEs CA 207 FLORIDA BI/YMNS CORN-ENERGY COMSSEVATMIM TABLE 402A FORM" BIIR.WNO COMPONENT PERFORMANCE CIRTEItlA WMALLED VALUE" IH.etor 4 41.65 Wroclaw Windows(.ea NW 2), BNOC•0.20 "MDC• %.fCFA o o 20% %t CFA. "kykfkft U4'actw<0.70 Ilfaotw D.rr Eator%r Dow Uf.etor U-F."w a U." W Mor. Ginn doentwiOdoNs viaNa-Eat.sad Adj.(sea NW 1) I— R-77 wval—. Mar(mm Mab 2) 600ow twat R-7.8 wvekr. latwiar o7.00 R.8 wvabe. CaRkq.(w POWs 2 a 4) U-30 R.V we. Teat rope"at.okedT R.arbne. 0.23 RReme. Y.sMo Alr AsLibod"system(sea Mets a) Doetw rk a Nr hmWbM uat4 Toot t.pwt Uncewdldomal show Not eM.W d I.eeaUaa attoehMT Conditioned epaea: r rM. w Duct*..IM It alw 2 6 weskio An a% On S 0.02 os. Mr eandklewmp•ymoms(sae NW 6) Bear a 110 Seer• Nea'U•6 systaa Meat pmap tom,Mab 6) CsaOwp BEEN o 13.0 SEER.710 Mrtkp HUFF•7.7 MapF. Or twwace AFUE 78% AP". ON lWosoe AFUE 78% AFAR. EYeMe rwYt.wem Not all amd(sea Not.B) 6latar b••Mq syat«.(ster."a tyro) EI..4Y(see now 6), 40".t EF.0."2 OaEer. So plk V.0.00 Jr. gas tked lean Mato 7k w Oak OF.0.00 60 plb EF.0.68 1w. Olhw(desw"n). (1)sock waaeawt press .M the As Prapoaed Mao wow a.at or Bawd orh W 0. Ppmw"Irwrno. deft Y old.to awgly wkb Ob cods wal"Od.ww"&otbaradr soolim 400 eaapSree art M s.ew (2)"Mdoo o sad dors woBFFkM ad BYaod toomwoNso race art awiI ly-NA Oath Do maxim.o uWactor asd abs—a—aMOC prier Meat Sam Cwwlftc )-k-ft .d More a aeWmaw tett wMdow drat ramal to or low tw 29%t tko eooYUo.od Now aaa(CFAI etlrrwdso"Won 406 watt M ow"M raMBrea. Braepdow AddlOor of 000 ewaa feet(80mr)or low ow bars a ow mimom floe t.CFO o7 80 pareaat. (3)R.M—or for lawwtlow--Medd coy r-ppb d Y —.b— wrwa%ob ft irts"stls.tmtm-dow,Fat area wads,dor"bM lw t waB'rogwoaa.t asst M not o"apd E w Meat 80%o7 flat M laadatkw r.I I far tM t waB'Y YetnSed ewtorior t,w inYOrd t%*---,L (4)Ruch A AMU lsatabal look lea pat Seatla 4052.27.Ted by pw aw r lor nwb.L 6wcuptl•a Ora IwaMe aWs r edatY"W dewawltlw eyateR.r ped t w.tlWa.w roam Dog bet wAM M Ri imotM d pw"ee.605272 (6)Fw a8—,-GOwwd alta A&wapoddes wo..Mr don 20,000 Ohahr.Fw odwa ypr of awga.rw,w tasMs 6012.2(1.0} EacepWm TM prebiMew w el.rrte reeleaanee heat down not apply to addtleas,reawetlo a.and now,Yo.ltoB sycomas YSYB.d In rdaMB kodNYwps (6)rat e0ww eMeblo aterapa wkmw.,edeMnw s.0.07.10.00722 a vekww► PI Fw etlar rabwd/so ofara8e wd.aw edabwa 6F.aA7{0.081"n wlrr►. TABLE 4028 MANDATORY ItEWIREMENy" Csarpewsrs StCT10N 1ROWRumeMTa CIlCK To M ostlredw Seakat•dr iveallawabippecl,w Oatae ao.leL Raea.s N"hUa"W-ofml ea ardor%"ASTM E 2x5 Ak Make" 40M Ylbdowr.and rows.6.20 oAwlsb7l-TesNn"w rhwl%psaUen rewN.d Fkaplae.r"aahat.d dean i aatdoer eeml wUen sk. C.0wampa was 405.2.1 wt"apace pe..*ftg Prprommah o*...."at 4027.1 VA—ha.".k hrra.ee M Pd.""ay"am,we"raa,aobM O,erewaWt 1.repkeL Ak db4lYwtlmr syst a 4012 Duab M atMes w ea rat krdatad to"odww dwob w.Duet-sated to O•0.802 y a class 7 B071f rater. TF.tor he.tsn 40M Neat kM ngl+wd M wrda"plat chard Comply wdtlw tatrelea In Table,401A.12.►rowde mv%ch w cl wy ararkad olrsWt kra.kw aMeMet)w akuteN(a.5.}CN.Y%tlep sYaba plpw I.n/ated to.R2�.oeaeeMis oaewut awgawwy pet a sp.o 4010 "pea and hooted Poe%must Mr.e.p—twdmR cooms or o Rwld cores t tier awes.►preww to , heat Ima mwapt M 70%of hest from sho oeawry sawn.OlRdmw switch nwkeL 6ea beaters wdalmaa Ilwarat.l-nk"oY CeaSnSAesgwB•g•lra••l 4058 aid"ealrl deers pwformad sad.ttoebed.---- efficiencies pat TsM.002.22.Rw4m..t e7 icloway vartl"dos rgdredr Spacial oseaalea eat%"or Mot%"--pa-y rgakw aapwoto oystorw or ow%IY oapotly LI/rt%p eguymawt 4011.1 At least 60%or peewurent y%swkW"6kM•e Rakaes shall be kl"M.NM.eY lrapw 207"FLORIDA SULDNI0 COOK-ENe Y CONSERVATION 60.00' TOTAL R/W TABLE OFS/TEELEVATIONS LOCATION SKETCH cor 2 Lor-l NOT TO SCALE LOT-3 /0.5 I f - BLOCK-103 U P /� 9.47 BLOCK /03 BLOCK W.U.P. " B-922 NE 101 STREET _ ..ct� I`IElO1STSTREE L 0 NAIL J C1 ','K. 'w . °/Df 6 R=25.00' C-9.28 w n „ w o " vanmH z.nl:zu�z tea." � 1 I w u rz u'A 6 �,�► 3 3Z'(R�(MJ O O yA� 1r0 1 T=24.32' D- 10.70 =_ 100'rH ST NW CORNER OA01 4.5'CBS d=88°24 7" S E O WALL r � % E- 10.86 a OF LOT 21 I CH=34.86' p U BLOCK 21 �/ r 0.60'X0.60 F- 11.53 s' �� C I ova„� " . �• .y F.I.P 1/2, CONC. TRIM CHB=N45°04'50"E G /QGY!' 2 99r"ST S 'f �, O zo zlz A c , a ♦v D o C2 G- 10.70 NO 1D. : 3.o' a m' >2,cs' \coNc. :o R=1949.79' H- 12.16 CBS v CONC. I FISH n l WALL //� CONC. 4'ALLNINL6N L=110.00' �tiP" '� p •.PN .• •t• PA AK (� ' x4.5POND POST FENCET=55.02' 1- 10.70 NE 98TH j -� z 'a a t o �. " . t ON TOP OF 0.60' y' A/c z ° d� 13'57" � s 5 ZO' CONC. TRIM � �- 10.61 ° •r. O ^.F .r Q' s W xln a f e ,c s � s z ve H b � . 3'X3' / 16 d"�i I COW 1950' CH=109.99' + , ` } o- - 1 01"W K- 10.50 ' tt S 5 a vac, 3 wj o Q C3 L-9.53 NE: /97TN S-T^ w ONE STORY�� F OR pp/ _ - e s • =. LOT-Zl r s, //RESIDENCE F SLAB 1 / M o R-2079.79' M-9.70 G -� . 2: >_. . . . BLOCK-103 " L=119.32' LEGAL DESCRIPTION: T=59.68' N- 11.91 PFENCE d�°17,14" LOT 22&23, BLOCK 103, "AMENDED PLAT OF MIAMI SHORES SECTION N0.4" `` CH=119.30, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 15, PAGE 14, W�ft0 9� x ti ti �o L3xL3 CHB=N88°2440"E OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. 5-0'HIGH e w CBs SURVEYOR'S NOTES: 3 fl BO D H COLUMN N OSS /.o'CBS (TYPICAL) !P 1)NOT VALID UNLESS SIGNATURE IS EMBOSSED IMTH THE REGISTERED LAND SURVEYORS SEAL. g11NTER 2)LEGAL DESCRIPTION PROVIDED BY OTHERS. J ` 3)PROPERTIES SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED CAMC :1 Po ONC. FMD.%z'1.P. DRIVE NO/D ENCUMBRANCES NOT SHOWN ON THE PROPERTY PLAT OF RECORD. SLAB K12 4)MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD. 9/ 5)UNDERGROUND UTILITIES,FOUNDATIONS,OR OTHER IMPROVEMENTS,IF ANY, WERE NOT LOCATED. SW CORNER COAC {` 6)ELEVATIONS,IF SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. OF LOT 21Fesj I WALK 43 ' FAV.�2, P pG'. ' 7)FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED. BLOCK 103 �Z.1 p { 8)MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE. F.L P 1/Z' NO 10. N IO. T Tf�: 9)WALL MEASUREMENTS ARE TQ/FROM FACE OF WALL. NO ID. 50.00'(RXMI �I�u1, 5-0'CONC• WArJ('.'::.':: C2'..'.::'''i.'. '.''' '"'''' 10)DRAWING DISTANCE BETWEEN WALLS ANQ'OR FENCES AND PROPERTY LINES MAYBE STEEL EXAGGERATED FOR CLARITY. CONC. ORIV !0.00 PAIa(WAY LIGHT 11)FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY oPOLE _: .. FLOOD 111EORM47I01V RATE MAPS 12)BEARINGS IF ANY SHOWN ARE BASED ON ASSUMED PLAT MERIDIAN AT.-WEST RIGHT OF WAY OF NE 7th AVENUE S00°5231"W LEGEND FK FNEHYDRANT P.C.C.POAVTOFCONAPOUNDCURVATURE TM TYPArAL o q,C AIRCOAVIT/pNE2 LC.V- AgRM770NC0MROLVALVE PCP.PERUAMEMCONIROLPONVT UE UTal7YF_ASEMENT y AVE VAt VE AVEMIE LP. A4QNPPE PLS PROFPSSlONALL4ND&ARVEYOR W.AI WATPRh1E7ER BLVD BOM"ARD FPL FLOP"POWER ALASHT PSM PROV�OAAILSY/RVEYCXtAA�AGIPPER W.V. IVODUTILIT a SM BEACHMANC FLP. FOUAVAWNPAPE PL PROPERTYLAIE W.UPW00DUTILITYPQLE -GAN CABLETSEY73IONBQX F.LR FIXAYDARONROO P.O.S.ACMNTOFBECAD SYMBOLS C.B. CATCHBASW FWD. FOUYD P.O.C.POAVT0FC0A6fEhfC6WWT "-`^ � CBS CpnfCRF7FSLOCI(S7RUCTLYac L ARCLSWM PRC.PIOWTOFRE ERSECl/RVAMNE OVERI�S4DU77UTYL/NES CfE CHOiRDBEARM (L) LEGAL. PiiJILPE►aUMENI'REFEREAACEMONLgENT KIRERRYCE CH CHORDIIISTANCE L.P. LIGhTPOLE P.T. POANTOFTANGEWY - NOOOOPENCE PROPERTYCO�R COR LB LICEIYSEDB[ R RADIlRS � WATD2FLOW CT COLW CBVTHaLA�L (M) A�ASLRED RE RECMWELtD REANELEYATAOW AMDOSTINGGI7ADEELEVATAOAI ¢CL CLEAR NGVD NATIONALGTEODE71CVERTICAL OATUN RAN MOHT-OF•WAY "~®PROPOSED GRADE ELEVATION 0OW_CONPGRE7>: NOV NOTAa MIXFOISLE SM GARY H HATER VALVE C.Q. cLEANOLaNO. AVA43M SLIP SETAWNPPE 4 SAW CERTIFIED TO: EB. ELE�BQ>r NTS NDTTO� � SETfmRw A"AHOLE ELEV. E"ATION ORB OFFIC14LRECORDOOCIC ST. STREET SANITARYMM/XXE HURLEY, JAMES&KATHERINE � �vr Ofift.UL r TANmvr fWWhlVLAGh7M AXF Da E.RP. ELEYA7AONRPOMIT O.U.L OVAD(lTYJTYLAIES T9.11 7S{lAORARYBEAA�IAIAWC � LIGFRIHGFDCTU/E UPDATE:02-25-2014 F.F. F##VHFL00R PC. POINTOFCUtVATL#E TEL TELOOMONE Xf FAWDiPAMWBrTC0AWWTl0lV FLOOD ZONE:XA BOUNDARY SURVEY MAP&PANEL= 1208600306 PROPERTY OF:HURLEY, JAMES 6- 1 HEREBY CERTIFY THAT THIS SURVEY CONFORMS TO PROFESSIONAL SURVEYING AND MAPPING COMMUNITY No.: 120652 KATHERINE THE SURVEMINIMUMGINTHHNICAL OFFLORDSOFLAND LANNES & GARCIA INC. SURVEYING IN THE STATE OF FLORIDA,AS OUTLINED SUFFIX. L IN RULES 5,1-17,(FLORIDA ADMINISTRATIVECODE),AS J 685 GRAND CONCOURSE ADOPTED BY THE DEPARTMENT OF AGRICULTURE LB#2098 DATE OF FIRM:09-11-20093138 AND CONSUMER SERVICES,BOARD OF MIAMI SHORES, FLORIDA 3 BASE ELEV.= N/A NOT VALID WITHOUT THE SIGNATURE AM THE PROFESSIONAL SURVEYORS AND MAPPERS IN � FRANCISCO F. FAJARDO PSM#4767(QUALIFIER) ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SEPTEMBER,1981,AS AMENDED,PURSUANT TO 385 ALHAMBRA CIRCLE-SUITE C, L.F. ELEV. = 10.86 NOTES LOWEST HABITABLE FLOOR ELEVATION. CHAPTER 472.027 OF THE FLORIDA STATUTES,ANDrs SURVEYOR AND MAPPER. TRUE AND CORRECT TO THE BEST MY CORAL GABLES, FLORIDA 33134 ELEVATIONS SHOWN REFER TO N.G.V.D. 1929. KNOWLEDGE AND BELIEF. _..3--- PH(305) 666-7909 FAX(305) 559-3002 LOWEST ADJACENT GRADE= 10.50 B.M. # N-603-R ELEV. = 8.06 MIAMI-DADE COUNTY FRANCISCO F.FAJARDO 255633 GARAGE ELEV.= 10.70 FLORIDA PROFESSIONAL SURVEYOR AND MAPPER FIELD DATE:04-02-200 R SCALE:1"=30' DAWNBY.'M.PIO DWG.No.:212759 E.R.P.= 8.96 REGISTRATION N0.4767 ... ...._. . - - �� -r __. A - - ---------- - ... ...... ... .... .............i......_.. ..._. - O - .. r e .:..:. ..::: ......... �bf .......... - - �Q: ------- ._ . . ..:. . ... . . . . _ - . - . - - (Z GFCS C 12 : #038398 5r call Edward A. �� 46 _ LANDERS P,E, 3�5 823-3938 CONSULTING ENGINEER ............. h Yuij .. 9 .:.. .:. .... ..... 2—a: ao P.E. #038398 Edward A. _ LANDERSF PlEs (305)823-3938 CONSULTING ENGINEERS ........... ........... -----------:-, .... ......... .... .. .. ........ ..... ....... dl .. .................. ......... ............. .......... ---------- ............ ......... ........... OPP C sl- ....... . ........ ........ -- ---- ........... ...... . .......... .. .... ........ ...... A7� P.E. #038398 Edward A. LANDERS PIES (305)823-3938 Li CONSULTING ENGINEERS TABLE3.2,1.2: Reinforced Wall Propedles for Load Combinations Not Including Wind or Seismic ;U - Concrete MasonlyWall Prole les feel Relnforcement Properties d �' t„„1 8 In E� 29,000,000 psi Igor Effective Depth , d 4 3.8126 In Fy 60,000 psi (Table Arranged by Increasing M.) Pm=1,350 psi Pm=1,600 psi (jut-of-Plane Resisting Moment and Shear for Bars Positioned In the Center of the Wali 0 I'm= 11350 psi f, 1,600 psi � Bar Bar Bar Bar 0 `. Bar Spacing A MR Bar Spacing 1 MA Bar Spacing � Mp Bar Spacing A �a Size (In) (InafR) Ln-lb/ft) Ize (In) (Ina R (In-IblR Size (in) In-Ib/R) Size in iniht) (In-Ib/R o 8 8 1.19 20,072 4 24 0.10 8,311 8 81. 9 21,860 8 72 0.13 8,928 .7 8 0.90 19,008 6 72 0.13 8,310 7 8 0 p 20,647 4 24 0.10 8,348 6 6 0.66 17,730 6 56 0.09 7,804 6 8 0,6 -19,201 7 72 0.10 8,114 0 8 16 0.69 16,609 6 40 0.09 7,753 8 18- 0, 18,065 8 56 0,09 7,840 6 8 0.47 16,221 7 72 0.10 7,582 5 8 0.47 17,511 S 40 0.09 7,786 7 16 0.46 15,660 6 64 0.08 5,829 7 18 0.45 16,963 6 64 , 0.08 8,860 8 24 0.40 15,040 6 48 0.08 6,608 8 24 0.40 16,306 X 98 AAO 13.698 6 16 0.33 14,499 4 32 0.08 6,306 6 18 0.33 15,660 6 48 10.08 1 8,53a - 4 8 0.30 14,301 8 96 0.10 6,232 4 8 0.30 15,381 a 7 24 0.30 14,067 6 72 0.07 6,070 7 24 0.30 15,196 6 72 0.07 8,087 8 32 0.30 13,987 7 96 0.08 8,687 8 32 0.30 16,118 7 96 0.08 61086 8 40 0.24 13,160 5 56 0.07 5,678 8 40 0.24 14,181 S 66 0;07 5,600 6 16 0,23 13,134 4 40 0.06 5,086 5 16• 0,23 14,127 8 120 10-08 6,367 7 32 0.23 12,972 8 120 0,08 4,98Q 7 32 0.23 13,963 4 40 0.06 5,104 6 24 0.22 12,896 6 64 0.06 4,881 6 24 0.22 13,871 6 64 0.06 4,900 6 48 0.20 12,465 6 96 0.06 4,562 8 48 0,20 13,392 7 120 0.06 4,868 7 40 0.16 12,103 7 120 0.06 4,548 7 40 0.18 12,982 6 98 0.08 4,573 6 32 0.17 11,768 6 72 0.06 4,339 6 32 .0.17 12,592 5 72 0,06 4,366 5 24 0,18 11,506 4 48 0.06 4,284 6 24 0.16. 12,315 4 48 0.05 4,278 7 48 0.15 11,374 4 66 0.04 3,655 4 16 0.15. 12,171 4 66 0.04 3,667 4 16 0,15 11,374 6 120 0.04 3,642 7 48 0.16 12,171 6 120 0.04 3,658 6 40 0.13 10,630 5 96 0.04 3,254 8 66 0.17 11,479 5 96 0.04 3,267 8 56 0.17 10,684 4 04 0.04 3,198 6 40 0.13 10,888 4 64 0.04 3,209 7 66 0.13 9,749 4 72 0.03 2,843 7 56 0.13 10,432 4 72 0.03 2,852 5 32 0.12 9,598 5 120 0.03 2,603 8 64 0.16 10,044 6 120 0.03 2,614 8 64 0.15 9,349 4 96 0.03 2,132 32 11 4 96 0.03 2,139 6 48 0.11 9,105 4 120 0.02 1,706 6 8 Q.11 9,148 4 120 0.02 1,711 7 64 0.11 8,530 , 28 �p W LAS /� .l .' -r zo LL Di . . _. . zr C7 . y T AY . :... . . ..:. . . . ... ... EA 'r st r �Vrr1 C/ da - ( '�1' i"c�; . .r� Xv its P.E. #038398 Edward A. LANDERS, PE, (345)823-3938 f CONSULTING ENGINEERS PtA= 4. 0 2oG ; z >. ....;. ....: . _.. . . BC. . �l t K F,S► .. Ae2 Edward A. P.E. #038398 LAN ERSI U (345)823-3938 eA--uq CONSULTING ENGINEERS _ n 4: ' rt, _.. �� cas P.E. #038398 Edward A. LANDERS, PE. (305)823-3938 CONSULTING ENGINEERS .. .......... ........................... ........................... .... ..... ....... .......... ........... .......................... ........... ........... . .. ............ ............. ................. .............. 10 .......... 37. ... . ..... .. ............ ... 04 ... .... . ... .................... .......... ............................ ........ • .......... .......... Z- .......... .......... ....................... ...... ..... .. . .......... .................. ............ ......... ..... V. ........... ...... .......... ... ..... ....... rs .......... ............... . ............ ........ ....... .. .......... t. ... k3 ...................... .... .......... ........... ......... .......... ........ . ............ c?' f t2 go ............. . (01 + 6-65 10 r z1-0 P.E. MiM Edward A. 7T LANDERS, REI (305)823-3938 CONSULTING ENGINEERS .. riz. CA-A- ...... . P.E. #038398 d wo rd A. -!•-_v UNDER (305)823-3938 CONSULTING ENGINEERS �} MECAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 ww•✓.mecaenterprises.com Date 5/30/2014 Project No. 1413481-01 Company Name Edward A. Landers, P.E. Designed By Edward A. landers, P.E. Address 7850 NW 146th Street Description Wind Pressures City Miami Lakes Customer Name 685 Grand Concourse State Florida Proj Location Miami Shores, Florida File Location: C:\Program Files (x86)\MECAWind\1413481-Ol.wnd xf � { Roof not shoxvaAwl 2 2 1 ? 1i i i i -�� .ti r� 11"alts r' Hip hoof 7 :: 9 = MECAWind Version 2 . 1 . 0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mec>enterprise .com Date 5/30/2014 Project No. 1413481-01 Company Name Edward A. Landers, P.E. Designed By Edward A. landers, P.E. Address 7850 NW 146th Street Description Wind Pressures City Miami Lakes Customer Name 685 Grand Concourse State Florida Proj Location Miami Shores, Florida File Location: C:\Program Files (x86)\MECAWind\1413481-0l.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0. 85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0. 65 Cc = 0.20 1 = 500. 00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 1. 64 : 12 Slope of Roof(Theta) = 7.80 Deg Ht: Mean Roof Ht = 11.50 ft Type of Roof = Hipped RHt: Ridge Ht = 14 .00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 1.50 ft Roof Area = 4787.00 ft^ 2 Bldg Length Along Ridge = 85. 00 ft Bldg Width Across Ridge= 70.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0. 85 = 0. 85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0. 6*Ht = 15.00 ft lzm: Cc* (33/Zm) ^0.167 = 0.23 Lzm: 1* (Zm/33) ^Epsilon = 427 .06 ft Q: (1/ (1+0. 63* ( (B+Ht) /Lzm) ^0. 63) ) ^0.5 = 0. 90 Gust2: 0. 925* ( (1+1.7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) = 0.87 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0. 85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0. 18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems �C heta h Igo L z B Kh: 2.01* (Ht/Zg) ^ (2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: . 00256* (V) ^2*I*Kh*Kht*Kd = 33. 94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 4787.00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-k*all Pressures for Wind Normal to 85 ft wall (Normal to Ridge) Wall CP Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -20.53 -8.32 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 14.00 0.85 1.00 33.94 16.97 29.19 37.51 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 5.8 ft -0.90 -32.07 -19.86 5.8 ft to 11.5 ft -0.90 -32.07 -19.86 11.5 ft to 23.0 ft -0.50 -20.53 -8.32 23.0 ft to 70.Oft -0.30 -14.76 -2.55 MWFRS-Wall Pressures for Wind Normal to 70 ft wall (Along Ridge) Wall CP Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.46 -19.30 -7.08 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 14.00 0.85 1.00 33.94 16.97 29.19 36.27 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 5.8 ft -0.90 -32.07 -19.86 5.8 ft to 11.5 ft -0.90 -32.07 -19.86 11.5 ft to 23.0 ft -0.50 -20.53 -8.32 23.0 ft to 85.0 ft -0.30 -14.76 -2.55 C131) • MIAMaMIAMI--DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26" Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.nov/pera/ PGT Industries,Inc. 1070 Technology Drive 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 PERA —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. PERA 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"HR-710"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets i through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, 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 the user by the manufacturer or its distributors and shall be available for inspection at the job site at quest of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this p I evidence pages E-1, E--2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jai .Ga o , E. MI MM?ADECOUNTY V-� � NOA No. 11-1114.04 ]APPROVED 2 1Z �,' Expiration Date: December 21,2016 Approval Date: • \ � pp February 16,2012 f� Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 67-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 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,Type"C"sliding window, Grade 10, per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI.-4858, dated 03/08/2006, 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,Type"C"sliding window, Grade 10, per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P. E. (Submitted under NOA No. 06--0405.06) Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark,P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08--0206.01 issued to Solutia Inc. for their "Sallex HP Glass Interlayer"dated 04/17/2008,expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller; P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NDA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL--5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-0815.09) Jaime D. Gascon,P. . Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-2 PGT Industries,,,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada,P. E. (Submitted ander NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 114630.02, issued to PGT Industries, Inc. for their Series "HR-710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D.Gascon,P.E, Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-3 BENE MOTE NIPACPRIZOI`, (kL ROLLER FLANGED AND INTEGRAL FIN WINDOW GLAZIN 1 ':°i IONS 1:1)ETAILt, b;:?HEET 21 OR INSTAU.ATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A.5116 .,L. CONI f�OF(2)' :°:OF 1/8",0,HEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I B.516 CONST OF(1),.`i;;GIF 118"A 11;.:ALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAk PVBIN I4,AYER i C.511;1' N I CONST' '•:C3 OF(2) 'ci$OF 1/8':°I:AT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, D.711 B i4,V CONS(' d, OF(2) .:F::OF 3/tf'dJ,INEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E.716' 41'CONST. 9 OF(1)1 IL l±F 3/16" 1,`,IE_ALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE NOA DRAWING MAP I MAO, PVB IN 1:UiYER. j SHEET j F.7110 �d: CONST II:(. OF(2): '1'f OF 3/1E -±EAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES.............1 GLAZING DIETAJILS............2 G.13/1 ,-..SAI IG:(' 1=OF 1/8 +16 ANI.`.,LED(MINq GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A DESIGN PRESSURES,,.....3 .09:1 I II'+)NT BU I.'_OR Sr :?,/KEEPS, !::MAXIMUM PVB INTERLAYER. ELEVATIONS.....................4 VERT.SECTIONS.............6 H.13/" i±Al IG:(t I'EI:OF 1/8 18 AW ,.LED(MIN.,GLASS,5/18"OR 3/8"AIR SPACE AND 5M8"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS............6 OF' I"EAT ST S,-HENEC __A;>S WITH 1..190 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST.......................6 EXTRUSIONS....................7 1.13/10 „.11 IG:(1) OF 1/8"C 'i,'16"ANNE 4 HD(MIN.)GLASS,5118"OR 3/8"AIRSPACE AND 5/18"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS CORNER DETAIL..............5 WIT, ,rl.390 DUI ,1-"'3UTAC1' (DF`SAFLE),;KFEPSAFE MAXIMUM PVB INTERLAYER, ANCHORAGE....................8-11 J.131"i' Ml IG:(1 F OF 1/8 ;1;18 ANN !a,i.ED(MIN.}^,LASS,3/18"OR 1/4"AIR SPACE AND 7118"LAMI CONSISTING OF(2)LITES OF 3118"ANNEALED GLASS WITH AN .090' r�:NT BU' iTl,OR SAE is X KEEPS! 1::MAXIMUM PVB INTERLAYER. I K.1311 14:=II IG:(1 �:L:OF 1/8 ';316"ANN FA-ED(MIN.)GLASS,3/18"OR 1/4"AIR SPACE AND 718"LAMI CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS AND(1)LITE OF ❑' FEAT S"i .d THENE= ,,d ir,SS WIT+,r,N.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L.13/11 _+=.;x,11 IG:(1; 711 OF 1/8" 3,'18"ANN''A'..ED(MIN.)GLASS,3/161'OR 1/4"AIR SPACE AND 7/18"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS W17 `:i,i 090 DUI I BUTACI :Fd SAFLE':M,EEPSAFE MAXIMUM PVB INTERLAYER. ONFIG. "i)NS;C.' :;U XOX ESIGN SURES: 15E TABLE;? ]HE.ET 3) >.NEG c'DESIGN :1-M rS BASL :ON TESTEG I„:'WSSURE AND GLASS TABLES ASTM E 1300-02. i 1.POSI'1 1=.C:ESIGN I. ,`,f.-;3 BASEL '.:,N:NATER't:71'PRESSURE AND GLASS TABLES ASTM E 1300-02. NCHOh; THE 33 6':;TRESS ',UREASE F-; NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED w complyinS with dw Florida HUTTEI' 'J"12NOT: •;U RED. 0u0diagCodo Ac4wptaoeo No 1'RAME! P.�NEL C` .i=1°RS SEAI ::.,01TH NAC,R1DW JOINT SEALANT OR GASKET, €aEFERE' P:F.TEST F €ai-TS FTL-k1!8.FTL-48!:3,aND FTL-5330. ee ELCO : rRON NC,;.!A 0721.01,02,0225.05 ANSI/F ',i"A;NDS-21] "C±R WOOD CONSTRUCTION 111 I 1 i ADM-2 ,:_UMINU : IGN MA 41AL \\\ol LYNN TIS PRC 14 'HASbi .1 DESIGNI ESTED J COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY �a\�,•'�\CENSE P URRIC, )NE(H± �[: No.58705 7 OR INS TION IN -.VHZ At 1.'30 FT C,.ASS SS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. _ u- ., -- 2\ d U11, O4CODEC Y � ' F BI1P/7± J AO 1 ! CAP TG E _ 0iECNNL342D7R8 IVE GENERAL NOTES %O F� pRoP•'O NOKOMI •••••TPEZED tUFT NOTE. SFL 4115CV c AV i.;330ro/ l a7acxc <.IrE8TOCWRENTEDIr. P•oeoxts2e ALUM.HORIZONTAL ROLLER WINDOW,IMPACT '��sS/ON11AI1L NOKOMIS,FL34274 Iftbly Ba(W �` p^'roN"' A'" A.LYNN IGLER\P.E. t 27at: 1J raWrlo NTS t s tt 4t27-IO E P,E.958M 21 50 21 � 50 1/2"NOM. a EXTERIOR INTERIOR 53 GLASS BITE 55 GLASS ITE (ALL SECTIONS) 51 W118" 51 83,84,65 D OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS OR DUPONT PVB INTERLAYER090 SOLUTIA OR DUPONT PVB INTERLAYER D OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5/16NOM. 7/18"LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 2150 21 50 1/2"NOM. 1/2"NOW 59 GLASS BITE59 G—LAS7S-BITE 52 52 T 66,87,68,69,70,7111 A PRODUCT REVISED 72,73,74,75,76,77 ea compiyhtg with dw Florida Building Codo 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS tanceNo_ .090 SOLUTIA OR DUPONT PVB INTERLAYER 4� 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 6/16"LAMINATED 7/16"LAMINATED MiamiDab P t\ 5118"OR 3/8"AIR SPACE 3/18"OR 1/4"AIR SPACE 1/8"OR 3/18"ANNEALED OR TEMPERED GLASS Qp 1/8"or 3/18"ANNEALED OR TEMPERED GLASS Qp 13118"NOM. 13118"NOM. f I I I 13/16"LAMI IG GLASS W/5/16"LAW 13/16"LAMI IG GLASS W/7/16"LAMI ��'.•�,�GENSt; No.58705 Qp 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 TO REMAIN UNCHANGED. *—;I-- of R.W If. 1 J.J. 1QH7/11 �E NO CHANGE THIS SHEET •.• �'t J.R. arlp/11 D ADDED IG CAP TOBETEMPERED .soFTNDTE 107NOICOOIASFOL3427O6 � GLAZING DETAILS o'•.,FLOR\OP• 'Co=.: FX.' u16uT c NO CHANGE THIS SHEET P.O.09X 1529 !f]�"� '"'— ALUM.14ORL-ONTAL ROLLER WINDOW,IMPACT �SS�IO1�� —F.KW P/2&U8 J.J. 9i15PoS NOKOMI3,FL 90270 1?ilb,{y.Bitror FUII Z ^� 11 u"wa""�127 1Q aK A.LVNNIGII.�ER,P.E. E P.E.#58705 TABLE 1. {i.;P i (1/4,1Q. 1/4)F i:IIGiE CR I1TEG1j',: FIN 1,411110 OOW3 ,lir _ANGE.I:` ISH04hi FIN WJ, ::)OW:a 0; SAME. _0ARVI. SMALLER) � IDOW ; C_ASS , _ .it ADOW F IM!_BHT C)TH YPE 26 ;' 38 3/8' 41' 06/8' _ -..5 _60 83" 3,G,H I . I) C +60.0 80.0 : .0 t 0 +60 ) 80 0 + :0 c'. I -+60.+ i0.0 O C 7 +60.0 -60.0 0 _- _ _.. 3 _ E 3,G,Hf 4 .0 C i +6Q0 50.0 0 t 0 +600 300 i' 0 e'U, w +60.+ 0.0 d. 3 Fti +56.2 56.2 -- 60.) _ 50.0 U t o t +60 7 30 0 1 0 0 I +60. i0.0 - r F FOR INSTALLATION IN O8" 3,G,H( t A 0 . + -- F -- 2 +52.3 -52.3 THE,GLASS TYPESABOVE GU 11" +60 O 60.0 0 R 0 +60 ) I 30 0 i • 0 C J +60.c i0.0 8 E+4 4 +51.7 -51.7 L BHALLSHAVE AS G .__,f, 1 :.I r i 3 G,H l C;..0 �C +60 J 60.0 b t,0 . L*60.3 00 0 i 0 ;;). r +59.: 50.5 '.. 6 ' s +50.9 -50.9 TEMPERED I.G.GLASS _ - __ - - (�Li:' O 111" ` f - _. __ _ CAP.BOTH THEDIP _E F +60.0 -60.0 AND ANCHOR QUANTITY REMAIN L.'J . 111 h_i.� +75.0 -75.0 UNCHANGED. TABLE 2. k ,1/1,;/3)FL n��GE OR 1' TEG 2,''1,s. FIN tool:! �s,)OWS IF '�._ANC+E.n:.�i SH0'd1i ,1 FIN WIN )10W.y t,% SAME C: _OAl�E �}':"SMALLER) �I i'' '1 3 V i1'@':DOW iC G..ASS L'e' 'JDOW H I::I aHT _ t P U DTH "YPE -- -_ ALL FE!Cr,,ll'S ig j, 83 TCi!' .. _._ �..,_.....,,.__� ,_.......___ ....._ _......__ ..,....__ ._... S 1't',� ::3 7/16, o,C, H,I +80.0 -60.0 k A_r1..... 37/16` ::MSL .........._.......,.... 's +75.0 -75.0 TABLE 3. 3>1 AND,Y(: ''LANGI ,)R INTI_<:RAL F_N WIN 1)( 1 `S(Fl AI' aED 31 )WN.F:11,41 AIINE;0%,'1S W/S,; •1E DL FIE 1 " 1:3'dIALLER) Y11;DOW t''ASS S '400W Ih!r'MT r, O,TH YPE 28 A,j; - 0 6/8' ,. -. 30,. 83'• _.....__. _ 0" +75 3 75.0 0 -7K r+75 ) 73 0 0 a +75.0 15.0 + J �o c~+75.0 -75.0 _ _.. _ $" 1,G H 0 +75 75.0 _ 5 0 1 + , 15 0 e : r r C 75 a0 + 0 a. +7a.t '>.0 2 7-3 +70.2 -70.2 A y.�_ .f... 7y t) +75 g.0 0 5 . +75.t h'.0 t c l 69.,' _EF]_ O K .. _+75 >.i... 75A �' _.,. _ _..,.,:_ _...... _.,.. ; 63 _ t +65.2 -65.2 2 13,G,H /i 0 5') +75 3 75.0 0 5 O +75 ) r,5 0 + 0 ru _+75.0 /J.0 4 s G H - enonuc rxevtssn L) 10 74the Floddo ;►gip B ing " K, yy . G 5 0 -75 0 ' C _ �' = ) _ _ a LAhil 8"A, 0�C i18"A, ,f,° 3/16'i it IG-1r'8' ( ,23116"A 1':'�IPJ.,5,1e � F23/6' F. � I L.i. 8 TYF E:: 'EST F f RT FT.-_11,13- (XOk " 4859 ti' .XO),\h R-53 I FI SPAG 6"LA1.11 18 A, O 1/8"A) 1�. + 3'LAA 11 1 18"A, 0l( 118"H;) ! '3/16"L:1 II IG-1i3 It 3/16"A 1 !hl) 5J I("' R 3/8'AT, 'iPAC[ T 6"LA).11 )8"& Of:G `18"HS) G. S'LAn"I 113"HS.. I :1,1/8 II ii 13/16` 1.1. " IG-1/s 3/16 A . hl.),5l r"r.lra:3/8'P,i 'PACE 'LAh,'3 8'HS, .tl?').1/8"HS) .`��00{LYNN A.I1C C. .a'LAA;I :,,!'16!'A 3/16 , 1 �. '.E,71`6 ,:'AIA1-( ' �:- i 09C ()"A) �r E '? a'LAP.I !'I6"A 31161 f �is 3/16"LP, I IG-11'.t ,.3 3/16 l�',� IN.),3!'E' Ft 1/4"S P CE,7/16 : AMI A, .090, 31 1 VHS) =*: No.58705 P a'LANII 6"H' C1,3116" 1 13/16L( I IG-1/1 '3/16"A hl) 31 6 ';q 1/4'Sty E,7116 1 i1141- r1 IS, 090. +13"HS) _ .,.;i ._. bM. .._ter . �� .,.._..+r,,..,. �...•. _��. , .+�... _��,r ,.w..- ' O r t 0/177!i NG r-1 !:THIS 3Fs 1 `Y NIQMf 7Zw-AU�( � --�- , � rrroLo, c v a 11'1 ': $$U\a1 STATE P 2`` :1. 4NSPoi zw-AOi1! , -: 7A1.FOlt.l(!r.}F�REO J I "I NOTE•.,-v q Y v r ,.8 x1,;1.+ ! �IF_"'. ,.,)S�I+L/ (.•a .. _- '�.O '•.,,F......:•'�V'\� n suit a -- 7usf.c� Fs 4 ` P: ,,,A a0f11Tr( + ),1EF 1!1'iL)OW,IMPA i,S'S/ONA� r<• ""' A.L4KAILW,�.E. Wfo VTS 3 11 4127-f0 27 3/8" 27 3/8" 27 3/8" MAX,DLO 54 5116 MAX.DLO FIXED MAX.DLO MAX.DLO VENT VENT FIXED D D B a s e 0 — � x X X 0 X Ir 110"MAX.WIDTH I.F.FRAME-----� Ir -85 7/16"MAX.WIDTH I.F.FRAME—+) 1'---111"MAX.WIDTH FLANGE FRAME I t�86 7/18"MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 9/18"MAX. 33 9/16"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C DLO VENT 8&'MAX SEALANT OR GASKET FLANGE AT HEAD AND SILL A ( A FRAME ALL 15 573/9 I W, CONFIG. MAX MAX, 15 I.F.FRAME DLO ALL XED / DLO ALL PRODUCTRBVISBD LITES / I / VENTS 82"MAX. _'T= ne oomplying wilh tho Florida / / — Building Code I.F.FRAME Aae wANo �¢ O I X ALL Ex' Du I CONFIG. Mimi ode uct Control 1 _ 13 FLANGE FRAME C ,\\ 1%11 LY \ 73"MAX.WIDTH I.F.FRAME --+� �` ��•.'OGENSF '•FP 74"MAX-WIDTH FLANGE FRAME VIEW D-D k (FRAME CORNER CONSTRUCTION) *' No.58705 DETAIL A-OX OR XO .RJ. 1011711 E NOCOE H4NTH189HEET °iwr�"` �.'' STT �FoM DR J.R. Baal O NO CM4NOE THIS SHEET 107t5.170EKOMtB,FOGY L 34275NE ELEVATIONS O 'S Fk ans17T c P.O.5qx tsxe ALUM.HORIZONTAL ROLLER WINDOW IMPACT S/ONALL NOKOMIS,FL 34274J ,�eqn. �'N"MeY! eetle elwe •hNw ~" A.IYII�JM1IIILLI:ILt P.E. F.K. 27$tlB J.J. S/?SMO HRT10 NTS 4 a 11 4127-10 E REA 58705 INTERIOR 37 32 35 22 39 22 1 Q 16 2 EXTERIOR J INTERIOR 7 13 I 21 -- I I MAX.VENT MAX.FIXED DLO —+I MAX.V DLO MAX MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) j IIS MAX. INTERIOR 17 HEIGHT I 35 32 37 39 FLANGE I FRAME 9 cl MAX. VENT CLO MAX. Fp p 22 MAX.FIMAX.VENT DLO 43 MAX.WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 'i _L 24 — 8 22 21 22 w I 41 PRODUOTREVISED 2 morcnplyingmilitlmPlarlds 7 12 � 8 EXTERIOR INTERIOR BuildingCods 4/ AccelXaaco No Ca 12 21 vtitimi Dade Product control EXTERIOR INTERIOR IIIIII 6 10 1— `\� ON� LYNN M/��,,�, 1� �IOENSF :;TION C-C 42 SILL *r NO.58705 HEAD (VERTICAL i ION,FLANGE FRAME) VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION, I.F.FRAME) s I J.J. 10/t7/if E ,'HANGETHISSWET °"°�11 �� STA£OF 5)70 TECHNOLOGY DRIVE SECTIONS •.,FLORIo?.'G��` dR B/LCUt} D HANGS THIS SHEET NOXOMI8.FL34275 tau MHa P.O.BOX 1629 ---- ALUM.HORIZONTAL ROLLER WINDOW IMPACT F.K 4/15A?7 C 2:p INT L FX FAAME.ITEMS A1,42 AND 43 AND VIEWS. a.w --- NO wS.FL 34274 VLsIbb Better 4st n"t t hr- a.r A.LYNN MILLER,P.E. F.K. 'n+tSB J "3ADB HR710 I'IeI/ 5 d 11 4127-10 E P.E.M 58705 1)W(+ DESCRIPTION NIAT'LM79344AA ITFl11 DWG#REV DESCRIPTION MATL PGT# r 410 FLAP AMEIIEAD 6063-T6 AL66 CLASS 13/16"LAMIIGI/8"A(MIN.),3/8"AIR SPA SAW LAMI I/8"A,.090PVB,1/1C'A 4025 SASI STD.)(ANT)UFT CLIP) 6063-TS AL67 13/16"LAMI IGl/8"A(MIN.),318"AIR SPA C 5/16"LAMI 1/8"A .090 PVB,1/8"HS _ #8X PAN IIIAD 68 13/16"LAMIIGI/8"A 1N. 3/8"AIRSPAC 5/16"LAMI 1/8"HS.090PVB 1/8"HS4055 SAS]1 COVER(SASH STOP 6063-T5 AL69 13/16"LAMI IG3/16"A MIN.,5116"AIR SPACE,5/16"LAMI 1/8"A .090 PVB 1/8"A4136 FLAK , LWESILL 6063-TEAL70 13/16"LAMIIG3/16"A(MIN.),5/16"AIRSPACE 5/16"LAMI 1/8"A .090PVB 118-'HS) 413' SILL. "T'OR 6063-T6 AL 64137 71 13116"1AMIIG3/16"A MIN. 5116"AIRSPACES/l6"LAMI 1/8"HS„090PVB 1/8"HS) Q 4131 ROLI 1 f ACK 6063-T6 AL 64131 72 13/16”LAMI I&]/8"A(MIM),114"AIR SPACE 7/16"LAMI 3/16"A,.090 PVB,3/16"A 7129.1 WEEP FCOVER POLYPROP. 71298 73 " 13/16"LAMIIGI/8"A MIN.,1/4"AIRSPAC 7/16"LAMI 3/16"A,.090PVB,3/16"HS 1626 ADI-I1 UPEN CELL FOAM PAD 7PAD1626 74 13/16"LAMI IGl/8"A MIN.),1/4"AIRSPAC 7/16"LAMI 3/16"HS.090 PVB,3/16"HS 400 FLAA AMEJAMB 6063-T6 AL 612223 75 " 13/16"LAMI IG3/16"A IN. 3/16"AIR SPAC 7/16"LAMI(3/16'A,.090P 3/16"A 76 13116"LAMI IG3/16"A(MIN.).3/16"AIRSPACE,7/16"LAMI 3/16"A ,090PVB,3/16"HS 4131, GASP::: )R MAINFRAME SILL JOINT 74134W/K 77 " 13/16'LAMIIG3/16'A IN.),3/16"AIR SPA 7/16"LAMI3/16"HS .090PVB0/16'HS 115 48X I( 1IIADPN.SMS 781PQA 90 1014 SCREEN FRAME(HOR&VER. 3105-H14 A L 411! )CRl'.� APTOR 6063•TSAL 641100 91 1630 ISCREEN CORNERKEYW/RINGS POLYPROP. 4054 ! FIXE TINGRAIL 6063RD-T6 AL 64054A 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP, tr 406( W S7 X.230,FIN SEAL 640660 93 1073 SCREEN SPRING ST.ST. 410 SA ISIS E 5 BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC 1681 W S"1'I X.270 BACK,FIN SEAL 616830 95 1635 SCREEN SPLINE-.135 DIA•HARD Em PVC 225 ! ROLI. )USING&GUIDE 42112HD 96 SCREEN CLOTH 226 RE 412E 1HORI AL ROLLER SASH TOP GUIDE POLYPROP. 44128N 4006 SASI 1 .J. INGRAIL 6063HS-T6 AL 64006 2.710 1235 WSTI i,X.270 BACK,FIN SEAL 67S16G 1096 1 SWEf a:FC:H DIE-CAST 71096 1016 1 X18 X o ' ;1.PL.SNIS 785$ i 4126 SASI'I RAIL 6063-T5 AL 64126 2.824 1689 WSTL k.270 BACK,FIN SEAL 616830 707C BULH .I'HERSTR1P.187 X.275 67070K •082 �IFT tz i)VER CAP 74078"C"L OR R 4139 f.F.FR IIEAD 6063-T6 AL 64139 I.F.FRAME HEAD 4140 F FI .I 6063-T6 AL 64140 49 #4139,6063-T8 4141 F.Fk" :IAMB 6063-T6 AL 64141 CE Ai'.. CLICONI:,IX)W 899,995 OR DIVALENT 1224 V1NYl I ,rINGBEAD BULB HICK 6TP247W K I PROpUCT REY[SED 1225 VINYL t f ING BEAD BULB 6TP248K 2.784 a cmnplyur6 with Wa Florida 4039 OLAZ AD-5/16" 6063-TS AL 640398 audding Cads _ 4&ml�mco NoLAD-5116"W/GRILL KIT 6063-T5 AL 644703 .082 3162o4222 L3A/, E>AD-7/16" 6063-T5 AL 64222LP a antro 985 C31Ae',. IAD-7116"W/GRILL KIT 6063-T5 AL 6983 082 1.98 4067 �LAr E?AD 13/16" 6063-T5 AL 64067 8 LANI .090IVF3,1/8°A 43 I.F.I,F.FRAME JAMB LAN 11( 1,.090 PVB,1/8"HS #4141,6063-TB ``��7 `��JV LYNN!4f1(1''�i�i r_ 'LAlv,1 II3,090 Ptill 1/8"HS '�`r .•�\6ENSF '•.F'P i LAN,J A,09C I' Li 3/16"A) 2,710 *:' NO.58705 1 AMI a,Ger,r 13,3/16"HS) I.F.FRAME SILL = , _ IAN i HS-1 F4 I 'B,3/16"IIS 42 — #4140,8083-T8 p J,1,� 1QH7,Y N) ;ETTl19 S!Lr a'"I'""" STAT OF 40 ' "' - - --L .. 1010 TECMNOLOOY ORNE P -�- PARTS UST %�.��•. p �� TI?t A 1;TYPES NOKOMMFL34276 n� (O...... WME ! '� A!r s A1,42 1 f8 P.O.BOX 1629 �_ ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ��'SS/O1 NA11. NOKOAa8,FL 34274 Visibly Betatr °"x" 10 �"'" A.LYNNIA kUk P.E. HR7fO NTS e d 11 4127-10 E P.E 0 08708 .062 1.187 "— —j 738 .040 3. 52 .443-+ 1.E3LJ�Au .082 1. 73 O SASH STOP COVER '�2 3• 4 #4053,6083-TS 1. 22 I^� —2.710 �+---2.710-1 FLANGE FRAME HEAD I---2.784--{ 1 #4102A M63-T6 O FLANGE FRAME SILL O FRAME SILL ADAPTER 7— #4138,8083-76 #4137,8083-TB 1 1.363 .082 061 1' 6 os213 FLANGE FRAME JAMB L —41--.062r�r ..�/� I #4002A,8083-T8 .437.490 ' 7 �-1 1— 1,451 7 1.461 ,403+{ SASH STOP 2 FIXED MEETING RAIL#4025,6063-T5 O HORIZ.ROLLER TRACK #4131,8083•T8 17 #40548,8083RD-T6 .062 2. 78 062 11187 2. 0 050 �83 1. 49 7.349 A62 —Q II .878 1 1.081 �— 1.291 ry 1.096+—� 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5/16" PRoDuar RIivism 14133,6063-T5 #4006D,MHS-T6 #4128,8083-T5 .complying with the Florida #4039B,6083-T5 Bu7dh%Code Awe tenwNo I, 4, 050 ' DeOo O/G omm .050•—� •878 —1.878 � 1.096 T .050— 678 .883 060 1.096 —�{ —1�——"I I 1.116 —�-- ►�- 097 1, t I I"fill, LYNN 54 GLAZISGB D,6063-T5/16" 55 GLAZING222A8063TS/16" 56 GLAZINGBEAD, oe3757116" 59 GLAZING B QeD,S 3116" \��Q...... (USED W/GRILL KIT) (USED W/GRILL KIT) *' N0.58705 */ jr; J.J. 10W7/i1 Ert E NOCHANG THISSHEET o1Ob'M" ��Q• - ST3A,E'0 J.R. WWI D NOCHANGETH/BSHEET 107�K�TECHNOLOGY A2DRNE � EXTRUSIONS ��( FCORIDP.•'•G��` Fx lfiR ' 4w c NO CHANGE THIS SHEET P.O.BOX 1329 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT G"e dr• M—MIS,FL 34274 Vwbb Better Half 7 a 11 4127-10 A.LYNNIM�LLER P.E. Fx T/2SroB J.J. SV19.0B E REA 38705 ANCHOR QUANTITIES,XOX 114-1/2-1/4)WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1' ANCHOR TYPES: ANCHOR TYPE 1-1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX 3 412 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONE ZONES ZONES ZDN w to m W co w 2.GLASS TYPES: WINDOW SIZE HEAD&SILL °7 HEAD&SILL 6�D HEAD&SILL g HEAD&SILL HEAD&SILL 0g° HEAD&SILL A.5118"LAMI-(1/8"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 V H -da ' ' ' B.5116"LAMI-(118"A,.090,1l8"HS) FT,GLASS TYPES G-L SHALL HAVE A C.5118 LAMI•(1/8"113,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.125x38.375 1+C2+1+C2+1 2 1+C2+1*C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 D.7116"LAMI-(3/18"S,.09,3/18"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 i+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 E.7116"LAMI-(3116"A„090,3116"HS) 50.625 1+C2+1+C2+,1 3 4+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 F.7118"LAMI-(3/18"HS,.090,3/16"HS) G.13/16"LAMI IG-1/8"OR 3/18"A(MIN.),5/18"OR 3/8"SPACE,5116"LAMI-(16"A,.090,1/8"A) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13116"LAMI IG-1/8"OR 3118"A(MIN.),5/16"OR 3/8"SPACE,6116"LAMI-(1/6"A,.090,1/8"HS) 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I. 13/16"LAMI IG-1/8"OR 3116"A(MIN.),5118"OR 318"SPACE,5/18"LAMI-(1/8"HS,.090,1/8"HS) J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7116"LAMI-(3/16"A,.090,3/16"A) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+I+C3+11 3 K.13/18"LAMI IG-11W OR 311&'A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/18"HS) 80.000 x 38.378 1+C2+1+C2+1 2 dI+C2+1+C2+1 2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2*2+C2+1 2 L. 13/16"LAMI IG-1/8"OR 3/18"A(MIN.),3/18"OR 1/4"SPACE,7118"LAMI-(3/18"HS,.090,3/18"HS) 48.000 1+C2+1+C2+1 3 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.825 1+C2+1+C2+1 g +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 311+02+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+C2+1+C2+1 3 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 80.000 1+C2+1+C2+1 3 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 25 3/4"MAX.FROM CORNERS. JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. 63.000 1+C2+1+C2+1 3 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 TABLE KEY: 74.000x 38.375 1+C2+2+C2+1 2 2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 X O X 48.000 1+C2+2+C2+1 3 2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+4+C3+1 3 r-ANCHOR QUANTITY PER JAMB 50.825 i+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 64.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 11+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED 60.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+(2+1 3 i+C3+2+C3+1 3 AT EACH MEETING RAIL PLUS(1) ANCHOR AT EACH OPERABLE VENT 83.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS(4)ANCHORS AT FIXED SECTION. 84.00Dx 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+2+02+1 3 1+CZ+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 50.825 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 54.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+13 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 26 314"max. �{ 80.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+03+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 1-.-3"MIN. 63.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+(2+1 3 1+C4+3+C4+1 3 9"REF. X 0 X 106.375 x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2T-t- PRODUCT MVISED 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3MTG.RAIL,TYP. ea cony)lyinII with the Florida Uu6dhyl Cato 50.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS AcoptonmNo C ' 54.00o 1+03+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) Dt 60.000 1+C3+3+C3+1 9 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 Mi 83.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C8+1 3 25 314"MAX. 111.000x38.375 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 21/2"TYP. �{i F-�-W MIN. 48.000 1+C2+3+C2+1 3 1 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 �� Y LYN/y 9"REF. X O XN.......,•Mi4� 50.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 ,ICENgF'•..Al 54.000 1+p3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 *' No.58705 80.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 MTG.RAIL,TYP. = 83.000 1+C3+3+C3+1 3 1+C2+2+cz+1 3 1+C4+3+C4+1 g 1+C4+3+�4+1 a 1+ca+3+ca+1 3 1+cs+4+C5+1 a _EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS J.J. ita/17/11 F APO CMANOETHIS 8HEETO. t.TA EUF^ J.R. &2001 O AoncoroCAP 7oBETEMPERED i$OPTgrp7E, 1070+�TKOMI8LF1302°7s"E ANCHORAGE XOX 1/4112-1/4 =,;��CSS,FcoR,oP.. ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ''/,/ONAI E\\�` FX 4M6,U7 C UPDA7ETADLE4,8ELECTVALUE30UETOANCHORCAP.ADJ. P.o.agxt62e 11 ,� • ew,.' o.a NOKOMIS,FL 34274 fib.Barter +r�wp,[ aat oaw,rra A.LYNN MILER P.E. F.K.lc 2/2&418 J,L 3/23N5 HR710 NTS 8 w 11 4127-10 E P.E.N W706 ANCHOR QUANTITIES XOX 113.1/3-1/3 WINDOWS TABLE 6 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,CONC 2,3,WOOD 2,CONIC 1,CONC 1. ANCHOR TYPES: &SUBSTRATEZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3 412 STEEL SCREWS(G5) WINl SIZE HEAD&SILL HEAD 8 SILL g HEAD&SILL rn HEAD&SILL BA, BEAD&SILL HEAD 8 SILL a m m 2.GLASS TYPES: / v A.5/18"LAMI-(1/B" .090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 v 6 S.5116"LAMI-(Iff A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000x 38.375 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i*C2+1+C2+1 2 1+C2+1+C2+1 21 C.5/18"LAMI-(1/8"HS,.090,118"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D.7/18"LAMI-(3/16"A_090.3/16-A) ANCHOR QUANTITY REMAIN UNCHANGED, 60.825 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 E.7/16"LAMI-(3/18"A,.090,3/18"HS) F.7/18"LAMI-(3118"NS,.090,3/18"HS) 54.000 t+C2+1+C2t1 3 1+C2+7+C2+1 3 1*C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 G.13/16"LAMI IG-1/8"OR 3116"A(MIN,),5/18"OR 318"SPACE,5/18"LAMI-(1/8"A,.080,1/8"A) 80,000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 11+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/18"LAMI IG-1/8"OR 3/16"A(MIN.),6/18"OR 318"SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) 63.000 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 311+E2+1+a+-1 3 1+C2+t+C2+1 3 1+C3+1+C3+1 3 I. 13/16"LAMI IG-1/8"OR 3/18"A(MIN.),5116"OR 3/8"SPACE,5/16"LAMI-(Ili"HS,.090,1/8"HS) 53.126x 38.375 t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+t 2 1+C2+1+C2+1 T 1+�+1+C2+1 2 J.13/16"LAMI IG-118"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7118"LAMI-(3116"X.090,3/18"A) K.13/18"LAMI IG-1/8"OR 3/18"A(MIN.),3/18"OR 1/4"SPACE,7/18"LAMI-(3116-A,.090,3118"HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 L. 13/18"LAMI IG-118"OR 3/1(r'A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/1("FiS,.090,3118"HS) 50.825 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 t+C241+C2+t 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2t 1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 80.000 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 11+C2+1+C2+1 3 1+C3+1+C3r1 3 63,000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+t+C2+1 3 1+C3+1+C3+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 2 1+C2+1+C2+1 2 253/4"MAX.FROM CORNERS JAMBS: 9"MAX.FROM CORNERS AND 22 1/2"MAX.O.C. 48.000 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 TABLE KEY: 50.625 1+C2+1+C2+1 3 1+C2+1+Cz+1 3 1+C2+1+C2+1 3 1+C2+1+C2rt 3 1+C2+1+C2+13 1+C2+1+C2+1 31 X 0 X 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1 3 1+C3+1+C3+13 ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3]-f+-C-2 1+C2+1 3 t+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C3+1+GB+1 3 1+C2+1+C2+1 3 t+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 88.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 A CLUSTER OF(3)ANCHORS CENTERED ON EACH MEETING RAIL PLUS(t) 48.000 1tC2+1+C2+1 3 taC2a1+C2+1 3 1+C2+1+C2+t 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+t+C2+1 3 1+C2+1+C2+1 3 11+C3r1+C3+1 3 PLUS(1)ANCHORS AT FIXED SECTION. 54.000 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 11+C3+1+C3+1 3 3 (9)ANCHORS TOTAL AT HEAD AND SILL, 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 (3"MIN.O.C.ANCHOR SPACING)63,DOD 1+C2+1+C2+1 3 1+C2+1+C2+1 3 7+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 74.000.38,375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1aC2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 �+-�-25 3/4"MAX. 48,000 1+C2+1+C2+1 3 1+C2+1+C2+1 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 �3"MIN 50.625 1+C2+1+02+1 3 1+C2+1+C2+1 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 9"REF. 54.000 1+C2+i+C2+1 3 1+C2+1+C2+1 3 7+C2+1+C2+1 3 1+C2a1+C2+1 3 1+C2+1+C2+1 3 1+C3+1aC3+1 3 T YP.X O X 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PRODUCTREVISED 84.000.36.375 1+C2+1+C2a1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 NMTG.RAIL,T 2 1+C2a1+C2+1 3 C2+1+Cy+1 2 1+C2t1+C2+1 2 a aompl7W4 whh dw Florida iiuOdhl10 g Colo 48.000 t+C2+t+CR+1 3 t+C2+t+C2+t 3 t+C2+t+Cz+1 s t+C2+1+C2+1 s 1+C2+1+C2+t s t+C3+t+Cs+t 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS /+�aP� 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 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 (SHOWN IN TABLE KEY ABOVE) $4.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 M1 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 25 3/4"MAX. 63.000 1+C3+1+C3+1 3 t+C2+1+C2+1 g 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 q - j{� i 1/2"TYP• --it I---3"MIN. 88.437.38.375 1+C2+1+C241 2 1rC2+1+C2+1 2 1+C241+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 gI+C4+1+C4 2 � i 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C241+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3 B"REF. X O X ``� �ONY�YNN y14C 50:825 1+C2+1+C2+1 3 1rC2+1rC2r1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3 54.000 1+C241+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1 3 *' No.58705 * ' 60.000 t+C2+1+C2+i 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1 4 MTG.RAIL,TYP. _ 63.000 1+C3+t+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 4 EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS Z. l'm' wlf E NO CH4NQE7H/83HEET °isatl11c =�0 1070 TECHNOLOGY DRNE ANCHORAGE SPACING XOX 1/3-113-1/3 '��' F(ORIDP •\��` J.R. 61Q'11 D ADDED 1G CAP TO BE TEWIERED +30FT(MOTE. NOKOMIS,FL 39276 >a« i S "'••••••••' F.K AMb07 C UPWTETASLE5,SELECT VALUES DUE TO ANCHOR CAP.AW. P.O.BQX 1620 ALUM.HORIZONTAL ROLLER WINDOW IMPACT /",/ZONAL IE� O-It S.I.: NOKOMIS,FL 39274 11(t((r�j,Better 1Y1i"+'b4{ °�"' °i"y0''µ A.LYNN MILLER,P.E. FJC 228/08 J.J. 3/23ti1B RRTfo NTS 9 d 11 4127-10 E P.E.N 58700 ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-1/4"ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3.1112 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES ty/� tN� NN 2.GLASS TYPES: WINDOW SIZE m OQ m Q�Q _� m Q�Q�_ m 0 pp A•6/16"LAMI-(1/8"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W y W to W v7 y B.5/18"LAMI-(1/8"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A W H '+ _ °5 -Q+ _r5 n _°5 ad C.5/18"LAMI-(1/8"HS,.090,118"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 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 D.7116"LAMI-(3118"A,.090,3116-A) ANCHOR QUANTITY REMAIN UNCHANGED, E.7/18"LAMI-(3/16-A,.090,3/18"HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 -3-11-+C2+1 3 1+C2+1 3 1+C2+1 3 F.7116"LAMI-(3118"HS,.090,3118"HS) 50.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G.13/16"LAMI IG-1/8"OR 3116-A(MIN.),5/18"OR 3/8"SPACE,6/16"LAMI-(118'A,.090,1/8"A) H.13/18"LAMI IG-1/8"OR 3118"A(MIN.),6116"OR 3/8"SPACE,5/18"LAMI-(1/8"A,.090,1/8"HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 L 13/18"LAMI IG-1/6"OR 3/16-A(MIN.),5/16"OR 3/8"SPACE,6/18"LAMI-(1/8-'HS,.090,1/8"HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J.13118"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/18"LAMI-(3/16"A,.090,3118"A) 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 K.13116 LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/18"LAMI-(3116"A,.090,3/18"HS) L. 13116"LAMI IG-1/8"OR 3/16"A(MIN,),3/16"OR 1/4"SPACE,7118"LAMI-(311&'HS,.090,3/16"HS) 48.000 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 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 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS, FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 54.000 1+C2+1 3 1 1+C2+1 3 1+C3+1 3 1+C2+13 1+C2+1 3 1+C3+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314"MAX.FROM CORNERS. 60.000 1+C3+1 3 1 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: W MAX.FROM CORNERS AND 221/2"MAX.O.C. 83.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 O X 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 2+C3+2 3 ANCHOR QUANTITY PER JAMB 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 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 A CENTERED N(3 E MEETING CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION.(7) 60.000 x 38.375 1+C2+1 3 1+C2+1 ANCHORS TOTAL AT HEAD AND SILL.2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 ' 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3"MIN.O.C.ANCHOR SPACING) 60.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 54.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+23 -+x-18 3/4"MAX. '1 I' .---3"MIN. 60.000 1+C3+1 a 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+21 4 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1 9'.REF. X O 66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 T-1- 48.000 RAIL PRODUCT REVISED 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 mcmuplyingwghthoPloddo EalkNng Code A 50.625 2+C3+2 4 1+C2+1 ading 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Ao 64.000 2+C3+2 a 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) Faft 60.000 2+C3+2 4 11+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 Miam Daft 63.000 1+C3+1 4 1 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 18 3/4"MAX. 74.000 x 38.376 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 -'{i -1 112"TVP. �{I(+-3"MIN. 111 I I! 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 � \��` NY LYNN,flee' 9"REF• 50.625 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 -{- X g �`� '��'�''��cENSF'• ,p 1 �... 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 =*� N0.58705 •' 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 i 2+C3+2 3 2+C4+2 4 MTG.RAI' 63.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+C4+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS *""''� •` ` JJ. 14H7/11 E NO CHANGE THIS SHEET /� 1070 TECHNOLOGY DR NE ANCHORAGE SPACING OXAND XO WINDOWS ��,`(�'•.,�tORVDP.•' J.R. &20/11 D ADDED/0 CAP TO BE TEMPERED +90FT NOTE. NOKOMIS.FL 3/Z76 nr , F.K 41IM7 C awawwalter TAKE#TD ASELECTVAWESDUE TDANCHORCAR NONOMSgx lfi s7. Aa"LLIM HORIZONTAL ROLLER�W/NDOW,IMPACTA W. °"11 V4fb(y Berner HR7f0 NTS 10 a 11 4127-10 E a.LVNrs�II�R,P. F.K. 2/2&08 J.J. SQ9.9DB 13/4"MIN,E.D.TYP. NOTES: 2x WOOD BUCK, MIN. KSI 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO CONCRETE NOTE 3 13/8" TAPCONS EMBEDED 13/8"MIN.OR 1/4"S84 CRETE-FLEX EMBEDED 13/4'MIN.. MINIMUM DISTANCE FROM NOTE 1 MIN. ANCHOR TO CONCRETE EDGE IS 13/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. 1x WOOD ' a BUCK, 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1/4"SS4 CRETE-FLEX WITH NOTE 3 _Tj - — - 012 TRIMFIT HEAD. 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS ITT, 1/4 THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. AX. MAXWOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD CONCRETE WOODIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ANCHOR, ANCHOR, 4,FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1/4" MAX. �— 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER MIN. SHIM �I If 1 N. 1/4"MAX.SHIM 1 1/4"MIN, DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. f I e (1,5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, NOTE 2 NOTE 1 13/4' EAD EXTERIOR INTERIOR r �— •MIN.E.D (H &SILL DETAILS A,B.C.D, &H) TYP. '01C> 2x WOOD BUfNOTE, 1x WOOD BUCK,NOTE 3 SEE NAILING DETAIL E DETAIL F INTERIOR (JAMB DETAILS E,F&1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE ANCHOR, ANCHOR DETAIL H (HEAD) NOTE 1 NOTE 2 NAILING .131 DIA.MIN.x 2 1/2"NAIL pItDAUCTRBVI9GD AT CORNERS AND 5'O.C. as complybig with the Flodda 1/q•• 1/4" TYPICAL DETAILS G,H&I. BulldinpCode MAX. MAX.-� Acceplmue No 4', 04 SHIM SHIM + t' nce .,i., ----��-- SEE_� Miami Ptoduu Camro ? :• ti .'NOTE 1 1 3/8"MIN. NAILING 1 3/4"MIN. E.D.TYP. ;; SEE NAILING � t i t 11 I MIN.3.4 KS ; `\� OXY LYNN Mi CONCRETE 2x WOOD © �`a�� '...GENS. <<F DETAIL C NOTE3 DETAIL D DETAIL G(SILL) DETAIL I(JAMB) = 't' No.58705 J.J. TYPICAL FLANGE FRAME SILL SECTIONS 'k = TYPICAL INTEGRAL FIN FRAME SECTIONS �NOp� sTz � 1N17H1 � CWWGETHISSHEET °ivw"' •'' ` r,R B/10/11 a NOCHANGETHISSHEET 1070YECHNOLOOYDRNE ANCHORAGE DETAILS � s/pNAIE?�?\ NOKOMIS,FL 31275 fac r� s1 G' FK +/taroT C Aon FFRA .GHQ- sTOFBC IIRR P.o.Box1529 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ',,�Itt IIlttt��0 Ole: ab: NOKOMIS,FL 34274 17(t( ,BClfOf alwbert �^' ewtAF A.LYNN�ILLER,P.E. F.K ?/18Po8 J.J. S/P9/U8 HRT10 }'18}f 11 a 1} 9}27-10 E P.E.#5B70S MIAMM � � �0 its C ® PRODUCT COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 S.W. 26"' Street, Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www-M1am1dadeggyJgera1 PGT Industries 1070 Technology Drive Nokomis,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 PERA— 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. PERA 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 118H-7001'Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D"dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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. LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option"M"at installations above 30 Ft.above ground(See sheet I of 11). 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 rchuest of the Building Official. This NOA revises NOA No. 11-0405.10 and consists of this e 1 evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime NOA No. 11-1013.14 D uNrY �Pt � Expiration Date: March 26,2016 ,0 21 N Approval Date: November 03,2011 Page 1 �S PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. 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 aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-11322.06) 2. Test reports on:l)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 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTI.-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No.07-0322.06) 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-11322.06) 4. 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 aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No. 05-1018.01) t Ja me D.Gaseo ,P.E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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) Small 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 aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) 4) 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 along with marked—tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS `. I. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011,prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.11-0128.03) D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 114325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D.Gasco X,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010,dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FTL-4723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmiindo Largaespada, R E. (Submitter)under previous NOA No. 07-0322.06 and 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window — L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. Jaime D. Gast n,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-3 1 ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.5/18"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.6/18"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C.5/18"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER. D.7/18"LAMI CONSISTING OF(2)LITES OF 3/18"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E.718"LAMI CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS AND(1)LITE OF 3/18"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F.7/18"LAMI CONSISTING OF(2)LITES OF 3/18"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/18"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 6/18"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX(KEEPSAFE MAXIMUM PVS INTERLAYER. NOA DRAWING MAP 6 H.13/18"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 516"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE SHEET OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES 1 I.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 6/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS GLAZING DETAILS............2 WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. GLAZING PRESSURES....... J.13118"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/18"LAMI CONSISTING OF(2)LITES OF 3/18"ANNEALED GLASS WITH A DESIG3ELEVATIONS.....................4 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. VERT.SECTIONS—..........5 K.13/18"LAMI IG:(1)LITE OF 1B"TEMPERED GLASS,AN AIR SPACE AND 718"LAMI CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS AND(1)LITE HERR.SECTIONS............5 OF 3/18"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. PARTS LIST......NS....,.......8 L.13/18"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7118"LAMI CONSISTING OF(2)LITES OF 3/18"HEAT STRENGTHENED GLASS PARTS USTS.. .........7 WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. EXTRUCORNER DETAIL. ®M,13118"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 6/18"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR .............7 ANCHORAGE. IL. .....8 11 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. •••••.• 2.CONFIGURATIONS:"OX"(111,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) ®3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED, 8.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7.REFERENCES:TEST REPORTS FTL-4846,FTL-4848,FTL-4847,FTL-4848,FTL4649,FTL-4850,FTL-4861,FTL-4723,FTL-4967,FTL-4958 AND FTL-0063. ANSI/AFBPA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL PRODUCT RBVISLD as c ipying with the Florida S.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. 0nading Coda No 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY De ® HURRICANE ZONE(HVHZL Ay Mimd Daae Produa Cont tuurr (0 Milt * No,58105 (o N , LUZ J.J. 1hU7h1 D . 2010FBCUPOATE a�°a010 �••• Q gvsf•Z� J.R. ONO141 C cwWOEDCAP caussTYPE roTEMP'ErtEOFaourrlB R��glamw "'B GENERAL NOTES ';�0�'••. FLOa�4P��: CHANGE NOTES$d ADD ALUM.SINGLE HUNG WINDOW,IMPACT ,SSfONPt,�` F.K. if/13Aa a P.O.aqx tmY a w.�aam ,,, o,,,,yit a. A.Lt�n1141KOLLV3,P.E. o.r o t. NOKOMA FL 50274 Vta1b{y Better AK: 0,78 J.J. 32"7 SUM NTS 1 s 11 404040 O FL P.E.#58705 ® NOTE; 1 1 LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3116"WITH NO CHANGE IN DESIGN PRESSURE. 41 1/2"NOM. 44 1/2"NOM. GLASS SITE GLASS SITE aEXTERIOR iN7ERIOR (ALL SECTIONS) 37 ® 37 80,81 or 82 83,84 or 85 70 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 000 SOLUTIA OR DUPONT PVS INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5116"140M. 7/16"LAMINATED 5/18 LAMINATED GLASS 7/16"LAMINATED GLASS 711f=�q 112"NOM. 1/2"NOM. 46 GLASS BITE qg OLASS SITE 38 38 86,87,88 or 92 89,90 or 91 es cmplying With he Flaalda 70 70 BuildinMismadc Cod a P roduct Cmllrop � 1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 1111 LAMINATED 7/18"LAMINATED N AIR SPACE AIR SPACE \`�� 1/8"ANNEALED OR TEMPERED GLASS® 1/8"TEMPERED GLASS 8 �Z�,•�`�ENSE *�/ 13/16'NOM. 13118"NOM. . *• 58105 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI - NO * UJ OL foil 4j; J.J. 10407/11 D NO CHANGEB THIS SHEET �� SIP, O P. _� +o7oTECHNOLOGYDMVE GLAZING DETAILS •.•,FLoa��•�O J.R. 04iD1/11 C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS NDWDMIg,FL 81276 T m - �i •... FX nnaW a , ADDInM92TON10LAW G.QLA88 sLAM�1GHOTE P.aecpc+me ALUM.SINGLE HUNG W/NDOWIMPACT arawrc e"aa a,"+oxa w." A.Ll/Ir1FlMILL'E14,P.E. o. on NOKOMIg,FL 8+274 Visibly Beales a 11 4[740 ZO O FL P.E.#68708 F.K. RHA76 J.J. &;, BHYW Full 2 III FLANGE OR INTEGRAL FIN WINDOWS W/HIGH BILL OPTIONt TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 66" 70" 72 74" 76" MEETING RAIL 48" A,B,M +80,0 -80.0 +80.0 -80.0 1+80.0 •80.0 +80.0 •80.0 +80.0 •80.0 +80.0 -60.0 +80.0 -80.0 HT. W. &B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 •50.0 +00.0 •80.0 +80.0 •80.0 +79.0 -79.0 /qqqqq��S 52" A, ,M +80.0 50.0 +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +78.8 -75.8 +77.3 -77.3 +76.9 -75.9 K. STH 83118" A,B,M +80.0 80.0 +00.0 -80.0 +79.5 -79.6 +78.2 -78.2 +78.9 -76.9 +76.4 -75.4 +74.0 -74.0 UP TO 83118" C,D, ,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 410.0 +80.0 -80.0 +80.0 -00.0 +60.0 -50.0 +50.0 •80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FMN WINDOWS W1 HIGH SILL OPTION® TABLE 2, BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT :Q WIDTH GLASS TYPE 38 316" 44" 80 6l8" 63" 72" 74" 76" 46" A. +80.0 -80.0 +80.0 -50.0 +80,0 40.0 +80.0 -00.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT, MEETING RAIL 60" A,B,M +80.01 40.0 +80.0 -50.0 +80.0 -00.0 +79.9 -79.0 +70.0 -70.0 +70.0 40.0 +70.0 -70.0 «X„ TSH A, +000 800 +80.0 -80.0 +80.0 -80.0 +78.9 -78.9 +70.0 -70.0 +68.8 •88.8 +67.0a PSAI8" A, ,M +800 800 +80.0 60.0 +80.0 -00.0 +76.0 -76.0 +68.0 88.0 +68.7 416.7 +86.6TO 63 t C,D,E,F, ,H,I,J,K,L +80.0 50.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 •70.0 +70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION® TABLE,. BASED ON FLANGED W DOW TIP TO-TIP FRAMIR DIMENSIONS w NT WINDOW HEIGHT NIINUB BASH HEIGHT MAX WINDOW NT.W1 BASH■78"FLANGED AND 76"INTEGRAL FIN) "O„ MINUS WIDTH GLASS El 17116" I 2211116" 1 283110" 1 3331,r* 1 36 6M6" 4413116" 1 983W 1 8615116" - SASH 631/8" I O,E,F,J,K,L +80.0 -80.0 +50,0 -80.0 +80.0 -80.0 +80.0 -00.0 +70.0 -70.0 +70.0 •70.0 +70.0 -70.0 +70.0 •70.0 HT. HT. MEETING RAIL GLASS TYPES: TWIT RETORTS TABLE 4. x" H A.6/18"LAMI. 1/6"A,.090,1/8"A FTL 4847,4840,4723,4967 S.6/18"LAMI- i/8"A,.000,118"HS FTL-4647,4546 C.VII"LAMI- 1IC'H8,.090,118"HS) F71,4847,4640 0,7/18"LAMI. 3 IVW.090,3118"A) FTL-4645,4885 E.7116"LAMI. 3118"A,.090,3116"HS) FYL4846 RoD,H;T RnvIS6D F.7118"LAMI-(3/15"HS,.000,3/1WHS) FTL4545 oompgin,with do Flaida a0ditg Coda 0.13/18"LAMI IG-118`T,AMR SPACE,6/18"LAMI- 119W.000,11WA FTL-4840,4723 paooppnoeNo w1 H.13118"LAMI 10.1/8"T,AIR SPACE,6118"LAMI- 118"A,.M,I/&'HS FTL-4648 1. 13118"LAMI 10.1/8"T,AIR SPACE,6/18"LAMI. 1l8"H6,.090,1/8"HS FTL-4646 ® aet contra J.13/18"LAMI 10-tl8"T,AIR SPACE,7116"LAMI. 3115"&.090,3118"A FTL-4849,4650 K.13/18"LAMI 13-I/8"T,AIR SPACE,7/16"LAMI-(3118"A,.090,3115"HS) F7L-4649,4850,4968 L.13/75"LAMI 10.1/5"T,AIR SPACE,7116"LAMI-(3116 HS,.090,3/16118 F71,4549,4850 M.13118"LAMI 10-Il8"A,AIR SPACE,511W LAMI- 1/8"A,.090,1/8"A FTL4WS3 . F NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN : PRESSURES ARE UNEFFECTED. _*; 00-56705 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. ® - 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8"MINIMUM TO 38"MAXIMUM.,& •, `o 1 W w` JJ /Q477/r1 0 NOCINNOE8TFU88Hff87 a"a" SIXT o 2. ,wo7eaaotoovoRroa DESIGN PRESSURES ;�,L, •..,pLOR�o? '�C?,' 7R. 0"Im C CHAN=CAP QLAWrff87D7EWMRECFROMHS- NONOMro,FILIlwa RN 1rnsRta aAMW vow Fomes 7 vo eq�c,� ALUM SINGLE HUNG WINDOW IMPACT tS�0NAu1', ` ammo Nw- N0IlnMN,ft 8167,1 ararae r r�N" A.LYNtII IMILLEI�,P.E. F.IG 6ryM6 dJ. 2lY307 Vdlbly Barrer 8H1n0 NTS 3 a 11 4040,20 O FL P.E.#58705 53 1/8"MAX.FLANGED WIDTH 52 1/8"MAX.I.F,WIDTH 49 6/8"MAX.FIXED DLO(ALL) D--j C --- 75"MAX. 75"MAX. � 7b"MAX. SEE DLO I.F. A A I.F. I.F. TABLE 0 / D rJ HEI HT SEE DLO HEI T SEE DLO C HEI HT 'A, TABLE O ® TABLE O j 76"MAX. 76"MAX. 76"MAX. FLANGED FLANGED FLANGED 38 7/18" HEI HT HEI iHT HEI HT SEE DLO 7 TABLE X j ASH SEE DLO x S E SEE DLO % S E ((MAX.) x HE HT TABLE / NOJE 4 TABLE 48114"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 � B E'L'I I VERTICALHT 76'MAX, 75; 1 75OPENING DC"MAX DLITE SEE DLO HEI;HTE—j HEI FHT LOW HIGH TABLE ® SEE DLO ® DETAIL SILL SILL j TABLE O j A 34 112" 34 3/18" O 78"MAX. 78"MAX. B 41 618" 411/4" FLANGED FLANGED C 41 1/4" 407/8" HEI HT HEII smT D 52 5/8" 52 11/18" _1 E 52 1/4" 52 6/16" SASH PRODUCE WISED SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH LOW HIGH as Badiat co wl0 the rloride HEIGHT HEIGHT DETAIL SILL SILL Acce twt=NNo A 34 1l2" 343/16 )ora B B 27 7/16" 27 118" DETAIL D DETAIL E C 27 7/18" 27118" M Pro uotoom D 18 3/8" 1 15 3/4" VIEW(CUSTOM SASH) _RADIUS TOP(CUSTOM SASH) E 18 3/8" 15 3/4" TABLE 5. I 1111 NOTES: ��tXNN 4fl4e 7,/- 1.SEE SHEET b FOR VERTICAL AND HORIZONTAL SECTION DETAILS. : RP .CENSE Q 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. ~' J 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.® _* Np,58705 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. Lu JJ qa�67171 ""�DNOCHANOE8THI88HEE7 oELEVATIONSJ.R. IVO CHANGES THIS Sk*W NOIO�M15,FL 84276F.K ADDINTEORALFIN .F. VE CHQNOTE9.ADDNOTE4. P.O.BQ%189G ALUM.SINGLE HUNG WINDOW,IMPACT �,SONcw,: NOKOMIS,FL 84274 yj,//�Jy$�tp„ 1i1N1p't �'�'' °i "'r w.: A.LY�QO TNILL�}�,P.E. F.K. Z2W7 8N700 NTS 4 w 11 4040-20 D FL P.E.#58705 I —Z 784—+{ NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)8"FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USEC 1 INSIDE INSIDE MA .VENT DAYLIGHT OPENING ® BASED ON SASH WEIGHT 31 9,10,11,15,16 4FIXEMAX. 64 FIXED D 2.710" LITE 7,8 OR 17 DAYLIGHT 25 OPENING OUTSIDE 25 ham--- 'MAX.FIXED LITE DAYLIGHT OPENING t MAX.WIDTH SECTION A-A 6 OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS® INSIDE 23 47 50 MAX, I ti HEIGHT Ey—I�_1WL T2.p(HIGH I OUTSIDE I L2. 30 LOW �L L MAX. VENT DAYLIGHT 49 HIGH SILL 484OW SILL HEAD JAMB OUTSIDE OPENING 6$26 &T.FRAMEJ72,11 53 1 oD»c'r uavlseo OUTSIDE ( comyipns with die ploride nmtg Code Aeeeptanco No 6 �P 53 2.330" 2.948" Mi product Cont 52 (LOW SILL) (HIGH SILL) 63 SEE NOTE ABOVE 54 64 mot LYNN 3 30 12 ULTRALIFT 89 67 ti�,.•'��cENsfi ONLY ULTRALIFT ' SECTION B-B 12 ONLY SECTION C-C IUS TOP (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) J.J. f6/107/11 D NOCHANOES7HlSSHEETSTAT o °iv°1b1 2. '��•••. J.R. 0101/11 C NO(�IANpEana&fEET 1m°T[ awiAovort SECTIONS OT''•.,FLof:�aP•'�C�� F.K. fl/ilm i B I ADD LF.SECTION86CONSOLIDATE SALCOMPONENTS PA.BQX1iRY PJC;T ALUM.SINGLE HUNG WINDOW,IMPACT a.t. a.* e.reaart =Has u."+o- n„ A.LYNN'Mmalt,P.E. RK WINS J.J. 112907 Nt�Kpdi& , �'! Batter 8H7IX1 Half 5 s 11 4040-20 D FL P.E.#58705 ITEM DWG# DEscRIPTIDN Pon ITEM DWGJA DESCRIPTION POT# 1 4002A FLANGE FRAME HEAD 612225 80 1835 SCREEN SPLINE-.136 buk HARD 81836K 2 1156 08 X 1.000 QUAD PN.SMS 781PQA 81 SCREEN CLOTH 81816 3 4003C KANGE FRAME SILLLOW SILL 812228 63 505 GLAZING CHANNEL .889 X.600 6833402 6 1828 ADHESIVE0 CELL FOAM PAD 7P 1626 64 1161 A0 X 1.000 PH.BUGLE TEK T08X1 0 40 ciE f 60227 87 GLAZING TAPE,lilX 1 •7M6 LAM 62 10 7 4025 SASHSTOP 812244 ® 06 4061A SASH BOTTOM RAI (HIGH SILL) 84051 8 4026 SASH STOP EGRESS 1.125 LONG 812244 89 4060A FLANGE FRAM BILL HIGH S2 L 64060 9 4029 SPIRAL BALANCE,3l8",5A!",OR 11M6" 70 BLK:ONE.DOW 899 995 OR EQUN. 10 1080 C 3l8"OR 6A3" BBALCVR918 80 A GLASS,6118"LAN, 118"A•000 PW,1AS" 11 #6 X.750 PH.PN.SMS 7834M 81 D.GLASS,6118"LAM, 118%.090 PM1,118"H8 12 BALANCE BOTTOM BRACKET 7r&TBKT 82 C,GLASS,6/18"LAM, IWHS,.090 PN8,118"1-18 13 1086/10 SASH TOP GUIDE 42504 ® 83 D.GLASS,7/16"LANA, 1A3"A.090 PV8,1/8" 16 "X 1 PHILLIPS FLAT HEAD S.STL 78X1FPAX 84 E.GLASS,7M8" 1/8"A.000 118"HS 16 1080.1 BALAICECOVER.11/18" OBALCVR670 ® 85 F. ,7/18" 1/8118,.090 ,1/0-HS 17 4 3 C 84053 Bs Q GLASS,13M6" KI;1/0'T,AIR SPACE„WIS"LAM I, 1/8APVB,tlB" 18 4029.1 SASH BRACKET 7UL8 KT 87 H.GLASS,1311r LAM 10;1/8'T,AIRSPACE,5116-LAM(A-AMMO 1/8118 19 #8-32 X 112"L0.PH.FH.TYPE F S.STL 783 X12FPFX 88 1.GLASS,13/16"LAM 10;118'7,AI SPACE,5114"L AM, 1/8"18,.000 1/8"HS 21 4054C F E ME 0 04064C ® 60 J.GLASS,13M8"LAM 10;1/8 ,AIRS ACE,?Mr LAM, 3/16"A•000 PV%3/1S" 23 4008C T RAIL 84006 90 .GLAS8,13/16" 0;1/6'T,N SPACE,7M8"LAMI,(31WA•090 PVB,3M8"H8) 25 1236 .,.1 X.270 K, Ir DEAL 07 160 01 L.GLASS,13M8"LA 110;1/6'T,AIR SPACE.7M0"LAM, 3/16"18,.090 PVB,3M8"H8 26 1096 SWEEP H 71006 9 13RO'LAMI IM.118"A,AIR SPACE 0116- (1 2 101 #8 . 6 P L.SMS M 28 4007 L LOW SILL 61 30 2.T 30 1226 ., UL 40 31 4008 BASH I L 1 231 34 1 66 AC GUI 4601 36 1622 8 ROCK 3/32"X26164"X 1" 71022K IA so 66 36 1052 LAM 10 8 BL K 1"X3/4"X 1/16" 71052K 37 1224 VIN ULB IC 6TP247 ,K 38 1226 VINYL BULB 8 40K 41 4039 N 0 LMA.GLASS. 640390 O FRAME,I.F.HEAD 42 4 448 GLAZING ,6M8 LAM VWGRILL KIT 644703 ®47 #4071A,8063-T8 44 422 /16^ 84222 15 ®48 FRAME,I.F.LOW SILL 46 965C GLAZING ,7118"LAM WMORILL KR 6985 #4072A,8063-TB 46 4067 GLAZING BEAD.13/18"LAM I.Q. 64087 47 40 11A FRAME, P.HOD 84071 PRODUCT RBVIS6D 48 4072A FRAME,I. .L L 84072 40 4073A FRAME,I.P.HIGH SILL 04073 2,37 ea a til�— 1 wim the Pbtidu Accoda BO 40748 FR/WE,I.F.JAIYB 04074 2 4000 8N.L LATCH EOR LOW DILL 784009 082 NOM 63 1088 SPRING,SILL TCH(E ESS 7 NO THOME88 4 12. 1M' 4 2740 r LATCHH ILL 740 55 1014 SCREEN FRAME(HOR.6 VER.) 61014 U.002NOM 60 1830 SCREEN CORN KEYV#RIN08 71830 THICKNESS IS 67 1631 SCREEN CORNBR KEYW/OUTRINGS 71831 5 1073 R N WG TCASP ``�p�•�\ NSE 4c 69 1624 SCREEN SPLINE-.135 DIA FOAM 81824K 5U FRAME.I.F.JAMB ; 5805 49 FRAME,I.F.HIGH SILL ® #ao7aL3,e0e3-T6 _*: N * uj: ® #4073A,6083-78 (USED AS RADIUS TOP HEAD) _ II LU; Jd am/11 D NOCH4NiDF TW*HEET °i~"" � 'O '•. ,�PSEIC - APL 04MI C CHM611DCAP QLAs TMIrOtEMl�1)FWNHS NOM FLaa,°e`� PARTS LIST AK ++Haas a Po eq r � ALUM.SINGLE HUNG____ IMPACT a�Lv'14N MIll!Lkt p E\ NdQO.n a4st� Vir/by Be:aer F.K. anA15 JJ &7aa7 atnou NTS B + 11 4040 20 D FL P.E.#58705 I .FRAME SEALANT ALONG ENTIRE JOIN' 1 or 47 I(/% 2 I.F.FRAMEQ 2.784-1 .oX— Tj 1.382.830 0 .082 6or50 O FLANGE FRAME HEAD I I #4002A,6063-T6 �---2 784 ---+ I 1749 O FLANGE FRAME SILL (LOW) LAO ELD #4003C,80113 Te I 8 or 50 LONG CREWSEALANT OR GASKETSS(2) S12.710 1 1--1.513-� 738 I AT HEAD AND SILL 082 .490 .040 ( -1.451+�T f VIEW D-D VIEW E-E (1/1 8i VIEW HEAD$SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FLANGE FRAME JAMB O SASH ��5 17 SASH#4�3,60063-T5 R _ _ FRAME CORNER INSTRUCTION O #4004,8083-T5 _L (USED AS RADIUS TOP HEAD) 1'155 .878 2.328—� 1.096 I-�►--�{-T ff 1 sae �-2.z79—�-•I � .oe2 1•� GLAZING BEAD,5/16" 41 #40398,6083-T6 1.979 •062 5 1.707 2O SASH SIDE RAIL oe2 31 #aoo9,5083 Ts 21 #4064A, FIXED0 MEETING 0063H -TASCH � RAIL 23 SAS�HTeOPPRAIL 28 SASHBBOTTOMRAIL(Low) 8 050 060 1.098-�F—+I T O GLAZING BEAD,5/16" p��ucreevlseD 878 42 ow wmplyltp with the Florida #40446,6083-T5 Building Cuda 2.328---� 1 Ogg .' ( (USED W/GRILL KIT) nocoptancoNo.� �,�4 ,062 I a GGi� 2,948 1 44 GLAZING BEAD 7/16" 7 ` 3.448 #4222,60e3•T5 �` Miend Product Control 2.838 .683 .050 .082 �� 11111111 678 -1.097 `�� I LYNN M/l4 _11 'a50GLAZING BEAD,13/16"IG FP '. 1_2.784-y 1.116-►� 46 #4087,6063T6 69 FLANGE FRAME SILL (HIGH) 66 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" _ N0.5870' #4050A,8063-T6 #4051A,6063-T5 #9860,8063-T5 (USED W/GRILL KIT) /hy J.J. 1QNT/11 D NOCMNMTHIS 8HEET +orolECNNaooronive��=�T EXTRUSIONS&FRAME CORNER DETAIL J.R.WOW OM11M1 C NO CNANOE87NI88HEET NO OMIg,FL3427ti ■ 1e• '��FSSIONA�� FK. 7/1 BV�TEFR40WECORNERASSEMBLYTONfCLUDEAIALL Pam+mALUM.SINQLEHUNQW/NDOW IMPACT tN=06N 1.31274 y1,ib/y Betterat»tastM" A.LYNR/MILLpIi,P.E. F.K. H/06 J.J. 2/13A77 8N70d Hal/ 7 a 11 4040-20 D FL P.E.#58706 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 28.603 34.603 40.603 46.603 52.803 58.603 3-#12lidl"SCCREREELO64,603 78,000 SS4 CRETE-FLEX 3 #12 WS ANCHOR TYPE: QQ U NSj5 U U Z U UM UZ UT M R U U C As ZN CNIZ 2. ANCHOR NS ARE ED ON THEWINDGLASS ? -zcO c 0 FOLLOWING DIMENSIONS.JUN 8 O` O 8Z cq SO O-fSNc—UWIDTVTYPE HEAD-18 1/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 JAMBS-171!2"MAX.FROM TOP CORNERS _._.._..._ 15"MAX.FROM BOTTOM CORNERS 19.125 H,I,J,K,L 1 2 1 - 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 8 3 6"MAX.BELOW MTG.RAIL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF H,I,J,K,L 121112121212221222NOTE 2. 222222222222232222232223332233 24,000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M -.._.. ._-.-_.-._._._,..,..___.__ --.._.- __. .__2F _._ _- ..__._. _-.-- -.q- _.--.._,_.._ _-'-T- _._.. FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS IT- 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 21-1-2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 ARE1"LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2- 1- 1- 6 DESIGN PRESSURE LIMITATIONS: 32 H,I,J,K,L 1 2 1 2 --f-2 y 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2_i[ii 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t43 _1 _1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A A B,M 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 4 3 2 3 3 3 4 3 3 4 4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN SOLD. OTHERWISE,THE C,D,E,F,G, 1 1 1 1 1 1 2 1 _1 2 1 2 2 _1 2 2 1 2 2 1 2 MAXIMUM DESIGN H,I,J,K,L 221 2222 31 2232322232322232 3 2323343334353344 PRESSURE FORTH37.000 RESPECTIVE SIZE agM 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 3 3 3 4 3 5 3 3 4 q AVAILABLE. PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 _2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221 2222 322232322232323 33242333342334353334453344 A,BM 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 _2 2 2 2 2 2 2 3 212"172 2 2 2 2 2 2 3 21312 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - - -- - - ---- _..... _ __.... -_ _ .. -3-1-5-- ----- -415-- -- --- MAX.PSF 44.000 H,I,J,K,L 2 2 2 2 2 2 2T33 2F2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3-1-4 3 3 3 4 34 4 5 (DP LIMITED) 118 AgM 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2- 2 2- 2 2 2 2 HEAD 2 RODUCrREVIS13D 2222222 3222 3232233242333342333342334353334453445 complying with tho Plaids ode PS 79 79 JAMS MTG.R� 2 3 mptimng ceNo O C,D,E,F,G, 2 2 2 2 2 . 2__2 2 2 _2 2 2 2 2 2 2 2 2_ 3 2 2 _3 2 -2 JAMB BELOW 48.000 H,IAK,L 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 373 3 4 2 3 3 4:31i 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 AI 5 4 8 3 4 5 5 MTG.RAIL isxil deProductCmtro ABM 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 6 3 4 5 5 (FULL DP) IIIIIiii PSF 72 79 79 HEAD 2 .�y LYNN MI(4F��i,� C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 �t0.��Erose *.� __.._.. ._. _ _.-- - -. ---- MTG.RAIL 53.125 H,I,J,K,L 22222223222334233434233434 3334353344463445463456 �; 581p5 A g M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2- 3 2 2 3 2 2 3 2 3- JAMB BELOWG 222222232223342334342334343334353344453345483445 RAIL dJ. 1.7/11 D NO CHANGES THIS SwET Ai :��'• -STPSE�P '(�2� IS SHEET 10707ECHNOLOGYDRIVE P T NCHORAGESPAC/NG, 1/1 WINDOWS ;,p�;•.,,.aloa�Q.••'�a,�.` F.K to H1aroe a NOC K ET OTYl9RE3TRICTEDBVSIZE. N 0.gQXtGee a = ALUM,SINGLE HUNG WINDOW, IMPACT //S�SION�� \ °.rr at« NOKOMis LU271 lRtlbb•Bbcter re.wwt s,.,.: bwM n.,: A.LYN16i1111L0��,P.E. F.K. 7 J.J. a2"7 8H70° NTS 8 w 11 4040-20 D FL P.E.#58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1.1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 29.855 37.155 44.855 1 52.155 59.855 1 87.155 1 74.855 78.000 3-#12 S CREWS ANCHOR TYPE, ❑ U U U U ❑ U U ❑ U U ❑ U U 0 U U ❑ U U ® m ` Z -zo zzcn0Z 'Zc,� Zzc Nz-zc � z' ZMZzqoz_Zp,ANCHOR LOCATIONS ARE BASED ON THEWINDOW GLASS a OcNO ON N0 ON 0 cvNO0(4 0 N0 FOLLOWING DIMENSIONS: WIDTH TYPE U U 01 U U U U HEAD-181/2"MAX,FROM TOP CORNERS G,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 112"MAX.FROM TOP CORNERS _ _._..__. _._...._ ._ _ .-.._ -----_, _. 1B'MAX.FROM BOTTOM CORNERS HIJKL 1 1 1 11 1 2221 2222212222242222 2222222222322232322232 8"MAX.BELOW MTG.RAIL 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ®SILL-ANCHORS NOT REQUIRED A,B,M _._._. ._.._._. _..___.- ..-.- --...._.__ -__ ____._._ _ -.--- --._. _._._ ___. - -. _ 1-1-1-1 1 1 1 1 2 2 2 1 _21i 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 21 3.INSTALL PER THE ADJACENT TABLE ANCHOR qMI QUANTITIES USING THE DIMENSIONAL CRITERIA OF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 24.000 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 ill 3 2 ABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 1 1 1 _1_ 1 1 _1 11 1 1 1 1 11 1 1 1 1 _1 _1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 11 1 2211 2222222222222222 2232322232322232322232 ARE1"LESS.® PSF 88 77 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 _1 1 2 1 1 1 1 ±3 .4- 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32,000 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 2 4 3 4 3 3 2 4 31 BOLD M,INDICATE A MAXIMUM DESGN PRESSURD VALUE E W THETHE QUANTITY ABM 1 1 _._1_. 1 2 1 _1- 2 ._1 LL 1 1 1- 1 -1` 1 1-_i OF ANCHORS SHOWN IN BOLD,OTHERWISE,THE 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 33 3 2 2 3 2 4 3 4 3 3 2 4 3 MAXIMUM DESIGN PSF 89 87 79 PRESSURE FOR THE RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 _1 1 2 _1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H,I,J,K,L 7 1 1 111 222222 232223332233 "2 - 333233433243443243 AVAILABLE. ABM 1 1 1 2 1 1 2 _1 2 _2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 2 E3 _3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 84 79 82 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 _2_ 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,I 1111 11 222222 2 3223333223343 334333334 344334344 3353 A S,M 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 _2 _2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3_3T3 4 3-31-3 3 3 4 3-41-4 3 3 4 3 4 4 3 3 b 3 TABLE KEY: qA.8,M 79 50 79 79 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX.PSF 44.000 1 1 1 1 21212 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4L3 4 4 3 3 4 3 4 4 3 3 8 4 (DP LIMITEDI 117 eoDucrltsv,ssu 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 3compiyioy wia,,beAU"Id-- JAMB ABOVE 3 31 11 7 222222332233342333443343443343443343443354 Ne ti ��"jj PSFI 48 74 51 74 79 79 MTG.RAIL is ab C,D,E,F,G, 2 2 2 2 2 2 2 2 2 _2 2 2 3 2 2 2 2 2 3 2 2 _3_ 2 2 JAMB BELOW H,I,J,K,L MfG.RAH lemi edeProdrct oM10 48.000 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 8 4 ABM 2 2 2 1 2 2 2 2 zz 2 2 2 3 2 2 2 2 __2 3 2 2 3 2 2 FULL DP1 1 1 1 222 22 239 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 b 4 �� PSF 41 87 48 87 78 78 HEADt22 .`y�VNN M/((F C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 J ABOVE `ZO�•�\GENSE ''q RAIL 53.125 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 5 4 3 5 4 5 5 4 3 5 4 G' 'e.. 0 5g105 2 2 2 2 _2 2 3 2 2 3 2 3 3 2 3 3 2 2 _3 2 3 3 2 _3 J BELOW _*: N A,B,M 1 1Lu 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 4 4 3 5 4 5 4 4 3 5 4 MTG.RAIL (�, o 5,A) _ J.J 1N07H f D NO CHANGES TH18 SHEET ° iP. 503 P J.R. 001/11 C lII)IOMoNal�s�QTYi6RE8TRX7=e>-slzE 1070 ,"i,'s`F°aii"s"E ANCHORAGE SPACING,STANDARD VIEW �p� F.......ls;ww 3w— f;1c 1f/13AM e A DPl1A)CVNIERE 7YI3RE9TR1C7EDeY8fZE r.ae ,axe FIGT ALUM.SINGLE HUNGW/NDOW IMPACT F`SSIONP� VWbb Betty e"nie°°k ear., A.LYNN MILv8K P.E. ars ane NOK04g8,FL 90714 a 1 f 4040-20 FL P.E.#68705 FX. 7/TAroS J.J. 2__ srno0 NTS 9 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD 8:JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-114"ELCO TAPCONS SUBSTRATE: 17.126 1 22.668 28.211 33.754 39.298 1 44.839 50.382 55.925 2-1/4"ELOO SS4 CRETE-FLEX ANCHOR TYPE: o U o O P7QOOooN N -a N WINDOW GLASS N ZMOOZO N Oa O z Z 2OSLOCATIONS -#A1R2 ESCBASED S ON THE FOLLOWING 0 -ppNN 0N pp � pppzUDIMENSIONS:TYPE $ HEAD-18 1/2"MAX.FROM CORNERS 99.126 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-_.1 1 1 1 1 JAMBS-171!2"MAX.FROM TOP CORNERS K L -._1 , _1_. 2 2 2 2 2 _2.. 2_ 2_ _.2 2. 2 2 3 2 .. .3 3 2. _..3.._.3_ 3.._.._3 11 1/2"MAX.ABOVE THE MEETING RAIL D E F J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6"MAX.BELOW MTG.RAIL 24.000 K'L . '__.-1 _..._1 _2 2..._.2. .._2..._..2.. ...2.. 2_...._.z.. _.3..._-3. ._2._-..3.. _.3. .-.2 _..3_.__3.. _.3..._.3.-. 3.....3. 4 SILL-ANCHO.FRO BOTTOMCORNERS RS 32.000 D,E,F,J, 1 `1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ------.__-. ._._. __---.._..._...-- ._.-......- -.-_...._-._...--- ....---- . .-- ---..__._ _._...-._ -..._---_. --.. VIEW TABLES D 8.USING K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 S 3 6 DIMENSIONAL I /CRITER A OF NOTE USE TABLE 7 FOR PSF 78 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 ji. 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW 79 T9-1 22 8 3 2 78 3 3 4 3 s 3 4 3 _.4 -445646WINDOWS ARE DTH 12 511"MIN.TO M FLANGED INTEGRAL FIND ARS ORARE 5. HEIGHT IONS40.000 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 l"LESS. - 1 1 2 _.2__ 2 3 ... 33 .__4_.._3443443 64 4 g648S.DESIGN PRESSURE LIMITATIONS: 76 79 77 78 78 79 ®SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,FA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM K,L3--3 __-_._.__._-_. __ _ DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS 1 1 1 2 2 2 3 3 3 4 4 4 4... 3 5 4 3 5 5 4 5 6 4 8 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSF 78 78 70 78 78 71 79 73 76 PRESSURE FOR THE 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND GLASS TYPE IS K,L 1 1 1 2 2 2 3 3- 3 4- -4 4 5 4 5 5 4 6 b 4 _8... 8- 6 6 AVAILABLE, PSF 71 78 63 71 78 64 74 66 77 89 68 ® TABLE 7.KEY: 63.125 D,E,F,J, 2 2 2 2 2 2 3 2 Z 3 2 3 3 2 3 3 2 8 3 2 3 3 2 3 K,L 7 1 1 2 2 2 S 3 3 4 4 4 -6- -4 _._8_._8._._6 6 ..8. 6 7 e 1 6 7 MAX PSF (DP LIMITED)P112] ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEADJAMB ABOVE TABLE 8. SASH HEIGHT MTG RAIL SUBSTRATE. 12.778 15.776 18.776 21.778 24.778 27.778 30.776 31.106 ANCHOR TYPE. FULL DP WINDOW � N � N N N N N N Ng $ N HEAD 2 WIDTH N � � N � 6 ^ 3 JAMBABOVE _4-. 19.125 1 1 1 1 1 2 1 2 2 1 2 2 1 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 MTG.RAIL ODUCt �gBoP1m1do 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 conq'Ir14i '?� 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 ander No 1 rl 1 /lqA 37.000 ® TABLE S.KEY: 2 1 2 2 2 2 37F-2-F-3 3 2 3 3 3 3 379 3 3 4 3 3 4 3 4 40.000 74 MAX PSF 2 2 2 2 2 2 3 1 2 1 3 3 2 3 3 1 3 1 4 T-3-7-4 4 3 4 (DP LIMITED) 112 68 78 JAMB BELOW1 2 tt� ail 2 2 L2__L 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 S 3 4 MTG.RAIL \�. O#`t LYNN M/�� 48.000 83 72 79 ��•' JGENSF 2 1 2 1 2 2 2 2 3 2 3 --4T-3-r-3 4 3 4 4 3 4 5 3 4 5 3 4 FULL DP ' -� 53.125 73 58 66 72 JAMB BELOWe2 = k 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 6 3 4 5 3 5 5 3 5 MTG.RAIL ;7, J.J. 10107111 D NO CHANGES THIS SHEET °'Ap` STAT aF C��: J.R. aft ftbk-.oMOfnf c NocflANc:EBn1�sB1BEr loww1070NOMo ie,FworonNE� ANCHORAGE SPACING CUSTOM VIEW ......IV ALUM.SINGLE HUNG WINDOW,IMPACT ''�,lS�IONIC FK f111SA70 B 342M75 r MAX. QTY l8RE6TRWM0BY89E PA.BQ%t6x3 ea r: „. A„< A.LYNN IUILLLA,P.E. ob" ar HOIODMI3,FL 3.x14 VW6&Bata. F.K. 7P1M J.J. 2/19417 SH700 NTS 10 d 11 4040-20 D FL P.E.#58705 EXTERIOR INTERIOR� ®NOTES: ALL HEAD AND SILL DETAILS 1 FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ® ) APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 13/4". 3.35 KSI MIN.CONCRETE (SEE NOTE 1&3)® 2x WOOD BUCK WOOD ANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(135)OR ®(SEE NOTE 4) (SEE NOTE 2&3)® 1/4"884 CRETE-FLEX. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE 13/8"MIN.,1/4"TAPCON TOTAL THICKNESS IS LESS THAN 11/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE MIN.,1/4"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" OPTIONAL Ix " 13/8" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK Mi. ® ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE K 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1/4" 1/4, 8083-76 AND A MINIMUM OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX, OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 1/4" 13/8"® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1/4"MAX.SHIM MIN. 1/4"MAX.SHIM MIN' 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT tlx WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FSC CURRENT EDITION,SECTION 2003.8.4(SUPPLEMENT 2005). CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING®RAIL,(SEE NOTE 1&3)® RAIL.(SEE NOTE 2&3) 110, 3.36 KSI MIN.CONCRETE OR OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE(SEE NOTE 4% (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE MAX. I+- SHIM I 1/4" WOOD FRAMEyrMAX. i SHIM PRODUCTREVISED WOOD FRAME oomplyinowith Curio x 2 1/2"NAIL, ftFMrids gding .131"DIA.MfN. AMPUM6 NO + �•t4 Exp .131"DIA.MIN. AT CORNERS /t x 2 1/2"NAIL, AND 5"O.C. M epm Com'° AT CORNERS WOOD FRAME AND 6"O.C. 131"DIA.MIN. 111111 1/4" x21/4"NAIL, �``�N�\-INN%Z4 ,,�� MAX, AT CORNERS �`� r�•''C£NS@ Q SHIM AND 6"O.C. DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) '* so.58705 TYPICAL INTEGRAL FIN ANCHORAGE ® _ w J.J. 1N07111 D NO CHANGES TH18 SHEET narn 1 TECHNOLOGY DRIVE ANCHORAGE DETAILS �,�:'•,,>LORIo.• a�? JR. GMtin1 C , NOCHANGE8 THIS&WET NOxDMIfs,FL 34M ^'" - '� F Fra pE UPDATES REORDER NOT". ALUM.SINGLE HUNG WINDOW IMPACT �'�SSIONA� F.K ff/f9A7B B 7. 7 E7E I F•o•egxtma ,w, . ,,,,,,, w A.LYN�'MILL0 \P.E. F.K W1A15 J.J. 7r2M7 R a�2n 811700 NTS 11 w 11 404020 0 FL P.E.#58705 . C MIAMI[ > - DtADE 'J�QO�L � MIAMI DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 . AFFAIRS(PERA) Miami,Florida 33f75-2474— BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidads: i;y okral, Gensteel Doors Inc. 4950 Hickmore Street Ville St.Laurent,Quebec,Canada.H4T1K6 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The _ documentation submitted has been reviewed by Miami-Dade County Product Control Section and accepted by the Board of Rules and Appeals(BORA)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. BORA 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.' DESCRIIPTION: Series"GenStorm"Outswing Opaque Steel Doors APPROVAL DOCUMENT: Drawing No.AD10-01,titled"Genstorm Outswing Steel Door System-LMI",sheet 1 through 8 of 8,dated 02/05/11 and last revised on May 08,2012,prepared by MCY Engineering,Inc,signed and sealed by Yiping Wang,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 Missile Impact Resistant Limitations: 1. Options# 1 &5 in sheet 6,require total two(2)flush bolts(top/bottom)on active panel. LABELING: Each unit shall bear one of the following permanent labels: Gensteel Doors Inc. Gensteel Doors Inc. North American Doors Corp. 4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike Ville St. Laurent,Quebec,Canada H4T1K6 Cornwall,Ontario,Canada K6H7M4 Plattsburgh,NY 12901-1911 and series and the statement: "Miami-Dade County Product Control Approved". 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 13ilding Official. This NOA revises# 10-1203.02 consists of this page I and evi a ages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L C a NOA No I2-0223.34 MIAMMADECOUN ' Expiration Date:July 14,2015 Approval Date: May 17,2012 �i`1`1 u Page l NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file# 10-1203.02) 2. Drawing No. AD10-01,titled "Genstorm Outswing Steel Door System-LMI",sheet 1 through 8 of 8, dated 02/05/11 and last revised on May 08,2012,prepared by MCY Engineering, Inc,signed and sealed by Yiping Wang, P.E. B. TESTS (submitted under file# 10-1203.02/10-0322.14) 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Water Resistance Test,per FBC,TAS 202-94 (PMK 2005-AT) Along with marked-up drawings and installation diagram of Genstorm Opaque Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 6346,dated 10/14/10, signed and sealed by Jorge A. Causo, 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(PMK177T threshold) 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 and TAS 202-94 Along with marked-up drawings and installation diagram of Genstorm Opaque, Glazed and Louvered Single and Double Swinging Doors,prepared by Fenestration Testing Laboratory, Inc., Test Report No, FTL 5877, dated 10/13/09 and FTL 5898, dated 09/14/09, both signed and sealed by Julio E. Gonzalez, P.E. (transferred from file# 10-0125,01) 3, Additional Test reports per FBC TAS 201, 202 and 203-94, test report No. ITS-3058370-DOUBLE, dated 12/09/04 for Double Outswing Honeycomb Steel Door System,prepared by Intertek Testing Services, signed and sealed by Stephen J. Emerman,P. E. (# 05-012711) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007,prepared by MCY Engineering, Inc, dated 03/25/11, signed and sealed by Yiping Wang, P.E. (submitted under file# 10-1203.02). D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Tensile test see item (B) (2) (7) above. F. STATEMENTS 1. Statement letter of conformance to FBC 2010, dated 02/22/12, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang,P.E. 2. Statement letter of conformance to FBC 2007 &"No financial interest"both 01/06/10, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. (under file# 10-1203.02) 3. Statement letter of Lab. Compliance& Addendum dtd 12/20/10, as a part of above test reports. G. OTHER I. This NOA revises# 10-1203.02,expiring on 07/14/15. 2. Test proposal No. 08-1489, issued to Gensteel Door Inc, approved on 11/14/08. 3. Distribution agreement between GenSteel Door, Canada&North American Door Corp,N.Y. dated 10/22/10, signed by Bruno Gervasi and Antonio Gervasi, reTc i ely. Is aq 1. Chanda,P.E. Product Control Examiner NOA No 12-0223.34 Expiration Date:July 14,2015 Approval Date: May 17,2012 E- 1 I (FRAME WIDTH) (FRAME WIDTH) z a a 95 718"MAX. w (DOOR OPENING) 4S"MAX H w (DOOR OPENING) NO ANCHOR AT HEAD A A o F._ L c<. ONE EXTRA ANCHOR FOR ANCHOR TYPE A BAND C ONLY ✓» r` y I � d g I iy I I Z«F o ail •..II .II , r '• �� I SEE ANCHOR ' DETAIL ON 4 6EE ANCHOR =�Z1 O 4.`14 I ' O. DETAIL ON \ O W SHE ETa EWCTNE I f4 ',.ACTNE '� "0] A SHEET) ''ACiNE SEE AAAH ON 6�'j'MAX. 12" ' Y �}�-X�'7HKALUMINUM TUBE if'LG. &y4"MAX. �1_2_'_� yq � SHEET? SILL CORNERS MAX. (XX) SILL CORNERS (X) MAX:' m fY4YUCT wmk t pY �MII!MbIM wltl)Ik FTeE1dr, Y ANCHOR LAYOUT DOUBLE DOOR TYP.ELEVATION SINGLE DOOR TYP.ELEVATION arnK R _ (FOR HARE ANCHOR ONLY) o d DESIGN LOAD (FOR SIZES JHONN ABOyE OR BM41ER AJ PBRMITTED SY FBG) - +65.0 PSF O d -65.0 PSF 47 3/4'MAX. N •:�. SERIES GEN6TORM OPAQUE OUTSWNG STEEL DOOR(LM0 t--'`'(PANEL WIDTH) 0 THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE -2XWOOD SUCKS BY OTHERS MUST BE ANCHOREDal REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007Y/MO EDITION INCLUDING PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. E H HIGH VELOCITY HURRICANE ZONE(HVHZ). -A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED ®® 0 L a n -DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. IN DESIGN OF ANCHORS INTO WOOD ONLY. �' ® ®® ®® ® ®0® Z B/B N M -DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE -DOOR PANEL:MIN.20 GA STEEL MIN.Py•65 KSI MEN. YCC� 18 OR IS NOT REQUIRED.(SINGLE ROW SELF ADHESIVE CLOSED CELL FOAM TAPE TO DOOR FRAME:MIN.16 GA.STEEL MIN.Fy•48 K61 MIN E iBB n BE APPLIED ENTIRE PERIMETER OF FRAME). {YY E •DOOR PANEL STAINLESS OPTION:20 GA STAINLESS STEEL sa -ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS, DOOR PANEL MEETING MIN.Fy-551u1 OR BETTER MAY Y _ ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING QUALIFY HAVINGWIL-CERTIFICATE"AS A VERIFICATION OF OPTIONAL EMBOSSED DOOR LEAF PATTERNS: V OR STUCCO. THE AVARABLE MIN.YIELD STRENGTH, y -ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS -DOOR FRAME STAINLESS OPTION:IB GA STAINLESS STEEL ARE NOT PART OF THIS APPROVAL. DOOR FRAME MEETING MIN Fy•4E Rd OR BETTER MAY '�� ••• ' QUALIFY HAVING"MR.-CERTIFICATE"AS A VERIFICATION OF z 'YBDI C WANG, .E.% ' -MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME THE AVAILABLE MIN.YIELD STRENGTH. #LO q��IDB$TON INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 55983 RBQUIHF.MEN7S. NOTES. *C C.AN.,J8677 EGRESS REQUIREMENTS TO BE REVIEWED " VRA" S.L -METAL STRUCTURES NOT BY GENSTEEL DOOR CO.MUST SUPPORT LOADS '0 BY BUILDING OFFICIAL.IMPOSED By DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ,,,IYt/INf/lU�F1PI'�0*� aDio-oi MIAMI LADE COUNTY SHEET 1 OR B xu APPROVED d SEALANT /CAULKING o TO BE APPLIED ASNEEDED CONCRETE o WOOD JCRETE WOOD METAL - STRUCTURE xg U U a105 vi 10 5 6 5 6 u) 'to co �� m '.STALL STRIKE PLATE vamlx mP.alcHons �2)#1 x 1 114" 2. 4;4;S B�LTS I s a ]INSTALL LArcH SCREWS VATH I i Zy.F,I M012.112" MACMACHINENE 9 r _� 31 i 3 _$ a.� _ TECHISREW w 3 3 13 ZUZ 0 � t� uj = ~LLJ W Lu w W xK a W LLI f yLLF(1 IX— 0 HEAD DETAIL A HEAD DETAIL A HEAD DETAIL O HEAD DETAIL A EAUBLE HD DETAILOA q2 (� Z FOR DOUBLE ONLY FOROOUBLE DOORONLY FOR DOILY ad 51 G W W O Y W TYPICAL ANCHORS A THRESHOLD: o n W TECH S TYPE F. 1/4"OR 6/16"DIA,ULTRACONS BY'ELCO'FY=155 KSI Fu=177 KSI Q ! iINSTALLLATCH W1TH -T ! I DIRECTLY INTO fc'=3000 PSI MIN,CONCRETE Q ov 3 iBCREW51a'MACHINE I 1-112"MIN.EMBED ^ ; j 2-1/2"MIN.EDGE DISTANCE ~ a', 21 e WDUCT R¢V1890 A6 - 2 (SEE SNEET2FOALEDGE 281�xh 1K' wwrldywNM IMe►IoF46 {Y vN I — ) 1/4"TAPCON BY ITW Fv=90 KSI Fu=120 KSI e GE1.1CONB (TYPICAL ANCHORSBDLTH p�� 2L oM FORSPACmaN DIRECTLY INTOfc'=3000 PSI MIN.CONCRETE Ry1RRMwMM C7 Aj n m 1.1/2"MIN.EMBED dq 2-112"MIN.EDGE DISTANCE UScR� W SEALANT:B^O.c INSTAu STRIKE PLATEut. ALL FRAME JOINTS AND CORNERS TO BE SEALEDMIN.EDGE DIST; WITH(2)TYRANCHORSSEE SHEET2FORJED SEE SHEET2FORi tW EMBED INTO CONCRETE .TYPICAL ANCHOR -TYPICAL ANCHOR WITH SILICONE AT PERIMETER W a, SEE ELEVATION MI BEE ELEVATION Z a FOR SPACING FOR SPACING ALL SCREWS SEALED WITH GE SILICONE II TYPICAL THRESHOLD. B TYPICAL THRESHOLDOPTIONAL THRESHOLD p +�� NG•Wg7V ��i O RATED FOR WATER RESISTANCE RATED FOR WATER RESISTANC B RATED FOR WATER RESISTANCE B W ' � FL�IDA TIQy N PES99S CA.N. 28677 r "BRAeN s.L, s �•.IC4 o Ft `v3y K'\,•~ RRR'RIHO N0. s,��s`r`S�ONA•�C��`�' ADSO-01 MIAMI DARE COUNTY '"��F+1111,,``, SHEBT 2 OF 8 'CONCRETE BLOCK1 2 O LOCK OPTION' ACTIVE Q © (SEE SHEET 6) INACTIVE it I ao Qr I 1=0 - FL 11 11 _ R1 i. I III I V q I 1/4"MAX. 3 EXTERIOR Q ,j O3 111 li �o GROUT FILLED SHIM SPACE 13 13 WIRE ANCHOR 412-14 x 718"SCREWS #6 x 1"TEK SCREWS 11 16 0 u I I I (SEE ELEVATION 12"O.0 0 6 1/2"O.0 14,x 14, u �I No. d HINGE JAMB DETAIL /'+ MEETING STILE DETAIL 18 GA STEEL I I I (� °p FOR SPACING) C LOCK OPTION*1 SHOWN D 44"LG ANGLE iii �i 2 `� II ak u "DIA.ULTRACONS L SEE SHEET 3 FOR (21/2"0.C.14"EMBED) i TYPICAL ANCHOR (SEE ELEVATION MIN. M EDMEN ®EMA ANCHOR INACTIVE LOCK OPTION ACTIVE 9y e „l FOR SPACING AT EA.ANCHOR ----I "�• n Z �' S SEE SHEET I) ---- SVEISEET16 —� o F --" ®-- ) W ' BOTTOM CORNER ANCHOR DETAIL U ... y O 1/4"MAX. R EXTERI / OO O ~N C 3 16 1 4 /YgDUCt tILV1A86 SHIM SPACE M ►Cwuxlk�l^rN' q nM ms I HINGE JAMB DETAIL n �Mb y g a l! MEETING STILE DETAIL �� LOCK OPTION#2 SHOWN U Dow =jl L 9 pPNx TYPICAL ANCHORS A JAMB: ; 22 PEMKO 375 ASTRAGAL W/SPONGE in TYPE A. 6/16"DIA.ULTRACONS BY'ELCO'Fv=155 KSI Fu=177 KSI TYPE D. 3/8"DIA.POWER BOLT BY'POWERS' in n NEOPRENE NOT REQUIRED,IF WATER {n DIRECTLY INTO 2BY WOOD BUCK DIRECTLY INTO W-3000 PSI CONCRETE INFILTRATION NOT NEEDED r DIRECTLY INTO k'-3000 PSI CONCRETE 2-1/2"MIN.EMBED E n 1-1/2"MIN.EMBED 3"MIN.EDGE DISTANCE 2-1/2"MIN.EDGE DISTANCE =F TYPE E. 6116"DIA.SMS OR MACHINE BOLTS(MIN GRADE 2 CRS)OR STET 0 TYPE B. 3/8"DIA.HLC SLEEVE ANCHOR BY'HILTI' INTO METAL STRUCTURES(STEEL OR ALUMINUM 1/8"MIN.THICK.)DIRECTLYm NTO _ a DIRECTLY INTO fdm2000 PSI CONCRETE BLOCK,3-PSI CONCRETE,3"MIN. �E MIN,EDGE DIST. ALUMINUM 6063-TB MIN, ANG IIWq^,'es O I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •••� p•E ..y 1.1/4"MIN.EMBED �FtI RIDA REGI Rrtipw �„ TYPE C. 3/8"DIA.SLEEVE ANCHOR BY'WEJ-R' TYPE O. WIRE ANCHOR(FV=80 ksi.) MIN.Id'SONG C.A.N. 28677 DIRECTLY INTO fc'=4000 PSI CONCRETE,2.318"MIN.EMBED 0.173 DIA.STEEL WIRE ANCHORS EMBED INTO CONCRETE BLOCK S * •a•, " }i, DIRECTLY INTO fc'=2000 PSI CONCRETE BLOCK,1-1/4"MIN.EMBED G "_ 3-1/2"MIN.EDGE DISTANCE • ^7 ox"xlno xo. I AD10-01 i MIAMI RADE COUNTY ,��Illllllll\1� SHEET 3 OF 8 _ SEE SHEET 3 FOR MIN. x o E ; TYPICAL ANCHOR MBEDM N •` (SEE ELEVATION ' (8)EMA ANCHOR LOCK OPTION ,li \ FOR SPACING AT EA.ANCHOR i----(SEE SHEET 6) F f SEE SHEET 1) `71 y INACTIVE ® 1 ACTIVE a --@ \I p , \ y Iui U U `..�LQ446! `y O U Lo \\ 77p/ ��e'f 114"MAX. 18 13 3 3 2 14 \\7B4 \4y SHIM SPACE EXTERIOR �� a q �� / 3y" o u4 \on\\%' \ HINGE JAMB DETAIL n NN o 'C (� MEETING STILE DETAIL L LOCK OPTION#3 SHOWN D V 2m W ' z 7a. d� C, \ In m 8 EMA ANCHOR 2 f N SEE SHEET 3 FOR AT EA ANCHOR LOCK OPTION 1 "x 2}" 8 $ ® TYPICAL ANCHOR rn (SEE SHEET 8) _FULL LENGTH W 1 ACTIVE ' STEEL BAR A-36 INACTIVE _ (4)�"-20 x�"MS (SEE ELEVATION Or#14 x1"SMS FOR SPACING SEE SHEET 1) = a $ -..._ 7 \ I l � 0 L�Lj — 1/2MIn B DM 1/4"MAX. 3 4 E e m VISPA o x 1 0.a qq I Dl CT 7 • STRIKE PLATE SHIM SPA E EXTERIOR vxA C w"A IN P1NM► .I WITH(2)#92 SMS HINGE JAMB DETAIL MEETING STILE DETAIL w`u.plylkll C rrNMgl LOCK OPTION#4 SHOWN D ��. -oz `► 0 ` - -- -— } rrykd{w Nlt U7! r(" EMA ANCHOR o SEE SHEET 3 FOR w AT EA.ANCHOR TYPICAL ANCHOR a ACTIVE t�yA H4 } LOCK OPTION v (SEE ELEVATION U l(.,4 w v --(SEE SHEET 8) INACTIVE n, o ' FOR SPACING rV� AJn .,. SEE SHEET 1) Sr\s� 2 in N �fv oa x 2�"SLEEVE ANC E v1 I EMBEDED 1-j" 2 uv INTO CONCRETE ' " O1/4"MAX. 3 EXTERIOR 1p^ SHIM SPACE � �� .��; w•Q '�✓, FLORA E AT N'. HINGE JAMB DETAIL i MEETINGS ILE DETAIL `*! 5 83 riAn Nos LOCK OPTIOI I#5 SHOWN D ; CAN. 418677 HC822 °• °""`" REMOVABLE MULLION O • F 22 PEMKO 375 ASTRAGAL W/SPONGE D°AMNO No. W/REINFORCEMENT NEOPRENE NOT REQUIRED,IF WATER >�Q'SI R 1 V.•'��, INFILTRATION NOT NEEDED 5/�NAn�p'Ep�1C� AD10-Ol MIAMI DADS COUNtt �QY 0,8 2012 SHEET 4 OF B O� ®EMAANCHOR ° U U @)EMA ANCHOR AT EA.ANCHOR SEE SHEET 3 FOR _ AT EA.ANCHOR SEE SHEET 3 FOR. TYPICAL ANCHOR 100 "VON DUPRIN"9875 PANIC DEVICE LOCK OPTION ACTIVE MIN. SEE TYPICAL ANCHOR _ o (SEE ELEVATION o INACTIVEELEVATION FOR SPACING 3 _ __ SHEET 8) (SFOR SPACING) o O ( MBEDMEN o SEE SHEET 1) O 0 1 LLJ va'n7l 5 ® 1111U1 w E B DM N t I ,; -k !I O V I �� r t I ® �! � I � k ii � i ) oa�o o 1/4"MAX t3 m U Lu SHIM SPACE16 13 0 EXTERIOR I 1/4"MAX. HINGE JAMB ^ MEETING STILE DETAIL fi SHI SPACE _ DETAIL <I STRIKE JAMB DETAIL a6 LOCK OPTION#8 SHOWN 2 8EMA ANCHOR OEMA ANCHOR SEE SHEET 3 FOR OAT EA.ANCHOR SEE SHEET 3 FOR AT EA.ANCHOR TYPICAL ANCHOR TYPICAL ANCHOR MIN. -"VON DUPRIN"9875 PANIC DEVICE ACTIVE (SEE ELEVATION MIN. _ (SEE ELEVATION MBEDMEN LOCK OPTION FOR SPACING) MBEDME Ogg (SEE SHEET 6) FOR SPACING = < o a u SEE SHEET 1) I I W I O INACTIVE O I u S OS2 W U V W28Z _ Uo Z W Y pJp CIU w E vm 114"MAX. x if ® ® 1/4"MAX. n SHIM SPACE Q EXTERIOR SHIM SPACE o o HINGE JAMB C MEETING STILE DETAIL STRIKE JAMB DETAIL v a^ DETAIL V LOCK OPTION#7 SHOWN D E ®EMAANCHOR SEE SHEET 3 FOR O8 EMAANCHOR rn v Y SEE SHEET 3 FOR AT EA.ANCHOR TYPICAL ANCHOR AT EA.ANCHOR ; o' n, 3 TYPICAL ANCHOR MIN "VON DUPRIN"9875 PANIC DEVICE LOCK OPTION � (SEE ELEVATION °MIN. W (SEE ELEVATION INACTIVE (SEE SHEET 8) ACTIVE �,WMBEDMENJ v MBEDMEN FOR SPACING) FOR SPACING y n SEE SHEET 1) N On W } m I— W — Y Lu (��GD LLll 2 y ,l 1 �•�7_j 0 F N~ w U m U O - V m111ii,llt�` a fr 1/4"MAX. 3O EXTERIOR SHIM SPA i 1/4"MAX SHIM SPACE HINGE JAMB ��' (� MEETING STILE DETAIL �yQ4U�MlNIYYII VpiN'G WANG,DETAIL t/ LOCK OPTION#8 SHOWN D �„N,My1y S RIKE J M8 DETAIL C "'�y ,¢�oR!oe4cL�ggoN'•, C eve m-m-; 4..wp.w 1Z^�ti2�•3y r PE A.N.k86777 guu tgMMiw. x` TATE J Q PDAArrw so. 22 PEMKO 375 ASTRAGAL W/SPONGE 0 0 �r��' DpAt MO ND. NEOPRENE NOT REQUIRED,IF WATER .' •R I INFILTRATION NOT NEEDED or isl�`(V pt q \�? AD10-01 MWAdi DAOE COUNTY +"I �O.O 2612 SHEET 6 OF 6 OPTION I LOCK OPTIONS LOCK OPTIONS FOR DOUBLE DOORS ACTIVE PANEL CAN APPLY TO SINGLE DOORS a _ ACTIVE LEAF: o . -VON DUPRIN 9827EO SURFACE VERTICAL ROD WIl"H#229 STRIKE USING SIX#945mm(1')MACHINE SCREWS AND TWO 014x25mm o •-. (I.)MACHINE SCREWS SEALED WITH OPTION 5 '�o 'GE SILICONE IV, c •"IVES"SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT,TO BE FASTENED WITH(2)10 x 1-112"TEKS SCREW+(2)14x1 ACT' LEA - IA/4"MS i •PRECISION" C2300 MORTISE PANIC EXIT,SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. INACTIVE LEAF: WITH(4)10 x 1.1/4'FH SMS -VON DUPRIN 9827EO SURFACE VERTICAL ROD WITH#229 STRIKE V USING SIX#945mm(11 MACHINE SCREWS AND TWO#14x25mm (1')MACHINE SCREWS SEALED WITH INACTIVE LEAF: a "GE SILICONE II" "PRECISION"HC2800 CONCEALED VERTICAL ROD,SURFACE DOOR EDGE CON5TRUCTION �,e •"IVES"SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH MOUNT TWO POINT LOCK SYSTEM WITH"PRECISION"PANIC o BOLT.TO BE FASTENED WITH(4)12 x 1-1/4"FH MS (,/� DEVICE LOCATED 40"FROM BOTTOM WITH(4)10-24 x 1.1/4" M m -PEMKO#375CR OVERLAPPING ASTRAGAL _ OH MS00 Z OPTION 2 \ OPTION 6 ® ak i ACTIVE LEAF: ACTIVE LEAF; YON PRIN"B87b MORTISE EXIT WITH(2)8-32 x 3l9"FH MS. \ "PRECISK)N"HC2800 CONCEALED VERTICAL ROD.SURFACE W LOCATED RIW 9 FROM BOTTOM MOUNT TWO POINT LOCK SYSTEM WITH"PRECISION"PANIC DEVICE WITH(4)10-24 x 1-1/4'.LOCATED 39-1/2"FROM BOTTOM DOUBLE DOOR Z INACTIVE LEAF: HINGES: STEEL MORTISE HINGES 4 PER LEAF. 3m E INACTIVE LEAF: =2 c TO BE E9"99469 SURFACE)12 x I lW FH E OPERATED FLUSH BOLT. 'PRECISION'HC2200 SURFACE VERTICAL ROD.SURFACE MOUNT LOCATED AT 9-I"MAX.FROM TOP OF DOOR TO W 9 a�i•� o 7PEMKO2 ENEDWTH75CROVER OVERLAPPING ASTRAGAL AL TWO POINT LOCK SYSTEM WITH"PRECISION"PANIC DEVICE WITH CENTER LINE OF IST.HINGE.AND TO BE SPACED g -PEMKO pT6CR OVERLAPPING ABTRAOAL (4)10-24 x 1-114.OH MS,LOCATED 39-1/2"FROM BOTTOM OUT NOT TO EXCEED 37-15116"FROM CL TO CL OF V M vi HINGE.TO BE FASTENED BY#12-24 x P"FLATHEAD `k (2)SURFACE MOUNT METALLIC STRIKE PLATE AT HEAD TO MACHINE SCREWS, ml . OPTION 3 BE FASTENED WITH(2)1/4-20 FH MS \ SINGLE DOOR N <n ACTIVE LEAF: OPTION 7 HINGES: STEEL MORTISE HINGES 4 PER LEAF. -SARGENT'8200 SURFACE MOUNT MORTISE LOCK WTH LOCATED AT 11-3/4"MAX.FROM TOP OF DOOR TO Y/#f 1 u M HANDLE.WITH SURFACE MOUNT METALLIC DEAD-BOLT. CENTER LINE OF 1ST.HINGE.AND TO BE SPACED �W L ACTIVE LEAF: FCEn� °° o LOCATED 38"FROM BOTTOM WITH(2)a-32 x j'FH MS OUT NOT TO EXCEED 25-5/16"MAX.FROM CL TO CIL g "PRECISION'HC2200 SURFACE VERTICAL Roo. OF HINGE.TO BE FASTENED BY Al2-24 x 0o N (4)10-24 x 1-1/4"OH MS.LOCATED 39-314"FROM BOTTOM u INACTIVE LEAF: FLATHEAD MACHINE SCREWS. O v 8.3/4'LONG 18 GA STRIKE BOX TO BE FASTENED BY(2);12.24 SCREWS INACTIVE LEAF: "IVES"69463 SURFACE MOUNT MANUALLY OPERATED FLUSH "IVES"SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH a fY - BOLT AT TOP AND BOTTOM.WITH(4)114-20 xi-3l8'FH M$ BOLT.TO BE FASTENED WITH(4)12 x 1-114"FH MS . rRfIDUCTNtV1y�IDj. ft N..a.� N SURFACE MOUNT METALLIC STRIKE PLATE AT FRAME HEAD w wAA 4. L �'n TO BE FASTENED WITH(2)#10 x 1.1/4"FH SMS OPTION 8 � OPTION 4 (RIM EXIT WITH MULLION) Y� ACTIVE LEAF: .. "VON DUPRIN"9847 CONCEALED VERTICAL ROD WITH PANIC ry ACTIVE LEAF: DEVICE WITH(2)8-32 x 3/8"FH MS.LOCATED 39-314"FROM "PRECISION"HC2100 RIM EXIT PANIC MECHANISM.SURFACE '-' BOTTOM a MOUNT LOCATED 41-3H'FROM BOTTOM NTH BY(4)10-20 x INACTIVE LEAF: 1111 I I�11l e _ 1-1/4"OHMS 11 4 MULLION "PRECISION"HC2800 CONCEALED VERTICAL ROD.SURFACE MOUNT TWO POINT LOCK SYSTEM HATH"PRECISION"PANIC `tea R� C+� DEVICE WITH(4)10.74 x 1.1/4".LOCATED 38-112"FROM O REGI51 INACTIVE LEAF: BOTTOM (1�� e�gggg ' "PRECISION"HC2100 RIM EXIT PANIC DEVICE.SURFACE oz-os,�, i1';• �AN�g2B$ �: ', xn MOUNT LOCATED 41-3/4"FROM BOTTOM WITH BY(4)1/4.20 x 1"FH MS >♦ w4wx u PpOJ[CR �0-01 REINFORCED MULLION: r /. HC822 PRECISION HARDWARE REMOVABLE WITH(4)J'20 x}" 5C.MSOR#14x1"SMSATTOP. }"x24"SLEEVE ANCHOR 'stSS•<• R 1 �� ADEMBEDDED 1-}"INTO CONCRETE AT BOTTOM. <.;�O/ A • MNMI DADE COUNTY �;I, 9HEBT 8 OF B MAY 0 8 2012 25/V / a 327'.r SLOT s 6°x nre f THROUGH HEAD AND 8 REINFORCEMENT FOR 1.c� 0, CUTOUT FOR IVES t 9 2 1^ f.� IVES#653 SURFACE _�l�' ,,.j L'�1., S8453 MOR716E p��t` p O L BOLT CkT� 6Tr STRIKE _(lE_(�" � + a _...._ ..._.. ___- dF U' yy ev b 7y 5- ms' U a \ 6 5 r / a y„ pp HR20DD y r DUST BOX 19, c� D AND SLOTREINFORCEMENT NaescRiueo R WEE 0D 3 SURFACE DOLT 316•X IVAES 18 GA DOOR FRAME JAMB AND HEAD eclew# FOq VES N69 SURFACE BOT CUTOUT PDR NEE ., ®�� SB4l3 MORTISE STRIKE Nuri a [� STEEL BAR INSERT SURFACE BOLT STRIKE(OPTION A) SURFACE BOLT STRIKE(OPTION B) Z r a ra. 1718" 1%° w+oso teGAUGE 10 GA HINGE REINFORCEMENT O +\ (1�4' REINFORCEMENT13GAUGE W 1�I REIIiORCEMENT =O y ® 10 3 Z � 10 GA.EMA A M ANC THRESHOLD 27m-1eaA atR•-tew 3Tenw annw } � � - 7F1 23 3%" 1%" HOLES D.U.I. BeTNiV1q 3518" , AND TAPPED FOR f HOLESPPED D Y AND TAPPED FOR CUM #12-26 SCREWS 012-24 SCREWS M 11/16' FR1100M 7B° FR1100 =m FAWIO -T + } EMA STEEL ANCHOR STRIKE DUST BOX ASA STRIKE BOX REINFORCEMENT S THRESHOLD + } ^' 2 _o 2trs•-ma ale O� v a 19 b.. I 2ers7ea I eneLw 26 11a p11�. ( " S �/ ennw 3% 1% z 1R•nea BOLT MORT 8E BTTfiKE 6 6 IOOA,MORTISE 6 0112 ztrr-t#w eneLw + LOCI(EDOE f n ennw } REINFORCEMENT 4 REINFORCEMENT * 6 N k NODE DRILLED i 11/x_ W/�� o N } AND TAPPED FOR y W #10.24 SCREW '� OLE DRILLED L J OPTIONAL THRESHOLD PART No.OC1xo3DRtaoo(73Ga) PARTN0.DR7010(180A) IV OR170DM oat Too MY24S APPED FOR HION N NM PRECISION STEEL CLOSER BOX MORTISE BOX FR120D(13GA1 MULLION a FRAME REINFORCEMENT SURFACE BOLT STRIKE MORTISE LOCK EDGE REINFORCEMENT REINFORCEMENT 71—Y7 1 F vt -�, REINFORCEMENT REINFORCEMENT 'n � 4 1!2° _ Y ' 0 UNG 0,173' m 1NG e� 4. FLORIDA i1G RECT$1s'$�4 TE.'. ?� w , I04- Q 1 j (D \ ruopucT NEV11im PE 155983 •* :wre ® •"Waa wBY W 1133M 1 C.0. 26677 ecAL2 ! 2.022 s ,A; rar.� OF FA10/0 •�." esntn+ 1 #tz01244a Ms �/ M.ykwlw SIR# .n^ twoiscr�o-o ! FA3W0 (6 PER LEAF) !� 1�1N ti ` �! HAMM N0. !! C � r MASONRY WIRE ANCHOR FY=3olai .134"THICK STEEL HINGE FLOOR ANCHOR 12 GA.REINFORCEMENT PLATE ��#q 1111%0AD10-01 _-_ MIAMI DADS COUNTY MAY 08 2012 SHEET 7 OF 8 I! BILL OF MATERIALS x8 ITEM PART No, MATERIAL QTY, DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS 1 STEEL OR ST/ST AS REQD, FRAME HEAD/JAMB (5-J' x 2') 16 GA, (0,048MIN.) Fu= 48KSI MIN. 2 PMK2051 ALUM. I THRESHOLD PEMKO WITH VINYL INSERT o 3 STEEL OR ST/ST AS READ. DOOR PANEL 20 GA. (0,036MIN) Fu= 55 KSI MIN, 4 DR1010 STEEL AS READ. MORTISE BOX REINFORCEMENT GENSTEEL 5 P387 AS READ. PEMKO 387 CLOSED CELL SPONGE WEATHERSTRIP PEMKO STE L AS REQD, 2-jif x 4' 12 GA. STEEL REINFORCEMENT GENSTEEL U 8 FA3010 STEEL AS READ. EMA ANCHOR GENSTEEL i 9 SB453 AS REQD, SURFACE BOLT IVES SB453 �o 10 FR1200 STEEL AS READ; I-I' x 12' 16 GA. FRAME REINFORCEMENT GENSTEEL 11 FA1040 STEEL 2 FLOOR ANCHOR 18 GA. (1-• x 1-j' x 4-}' LG) GENSTEEL aN 12 HR2000 STEEL 4 PER LEAF HINGE DUSTBOX GENSTEEL t7 9, 13 HR1030 STEEL (10 GA,) 4 PER LEAF HINGE REINFORCEMENT WELDED TO FRAME OR DOOR GENSTEEL Z al; > 14 DR1700 STEEL AS READ, MORTISE LOCK EDGE REINFORCEMENT WELDED GENSTEEL (. a z IS FRII00 STEEL AS READ. ASA STRIKE BOX REINFORCEMENT GENSTEEL t H c 16 179-454 STEEL 4 PER LEAF DOREX, HAGER #179-454-15 HINGE STANLEY fL N 17 FA3030 STEEL AS REQD, MASONRY WIRE ANCHOR 0,173 DIA. FY-60 ksl W 18 STEEL AS READ, 20GA, DUSTBOX GENSTEEL t 19 PMK2005AT ALUM. 1 THRESHOLD OPTION PEMKO Q(7 20 2100 ALUM. 1 PER LEAF a� B DOOR SWEEP UNIQUE 21 AS1080 STEEL 1 TOGA. 2' FLAT ASTRAGAL W/ #12-14 x 7/8' SCREWS @ 12' O.C. GENSTEEL W ri 22 375CR ALUM. 1 ASTRAGAL WITH SPONGE NEOPRENE W/ #6 xl' TEK SCREWS @ 6' O.C. PEMKO 375CR V 23 PMK177A ALUM, 1 THRESHOLD PEMKO Q 24 - VINYL, 1 VINYL CAP ad 25 FR1100M STEEL AS READ, STRIKE DUST BOX GENSTEEL 26 DR1700M STEEL AS READ, SURFACE BOLT STRIKE REINFORCEMENT GENSTEEL ° Y 27 DC1000 8 DR1000 STEEL AS READ, CLOSER BOX REINFORCEMENT GENSTEEL E d n 28 CH3601STEEL 2 DOOR END CHANNEL GENSTEEL G =° 29 STEEL A R 2' x 4 /2' 10 GA, REINFORCEMENT GENSTEEL a" 30 - STEEL AS READ. x 6 3/4' 10 GA. REINFORCEMENT GENSTEEL o° o n 31 HONEYCOMB - AS READ. INSIDE OF DOOR PANEL GENSTEEL FFI }}�� u� BLOTS FOR GUSSETS 1u m -y x I11()pUC'f NCVIW�i ; o� SLOTS FOR BTNiORATSD A"w -ft do(�k ; TABS ON JAMBE Awgx.Ba me 1-027 3.3y ,qj L s M � I h FRAMEFAOERRIM ND WELDED AND GROUND SMO GROUND SMOOTH ,n ''j p~ s`ve.��pING iy�•, 22GAUGE 9.- C7 GUSSETS _� • Y pP�E r •..� .FLORSjA R7RATIONM TABS - YSi.0 t::f'w K, %83 ; 0A'16 os-os-u' C.A. 28677 BCALi OF BBA fN � rBalBct$a-o+ CORNER FRAME CONSTRUCTION ~ Jv t. I \• lid', ADIO-01 RE MIAMI DACOUNTY MAY 08 2012 SHE67 8 OF 8