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RC-11-2384
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 168329 Permit Number: RC -12 -11 -2384 Inspection Date: February 27, 2013 Inspector: Bruhn, Norman Owner: BANICH, ROSEMARIE Job Address: 521 NE 105 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Phone Number Parcel Number 1122310140240 Building Department Comments KTTCHEN AND 1 BATH REMODEL Passed J5,fJ Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until February 27, 2013 For Inspections please call: (305)762 -4949 Page 1 of 1 A +S ARCHITECTS, PLANNERS P.A. February 25, 2013 To: Building Official, Miami Shores Village, Bldg. Dept. 10050 N.E. Second Avenue Miami Shores, Florida 33138 Re: Banich Residence 521 N.E. 105th Street, permit #11 -2384 Certificate of occupancy completion checklist (structural compliance) To the Building Official: This letter is to attest to the best of my knowledge, belief and professional judgment the final as built conditions for the project listed above are in compliance with the permit drawings prepared by this office for construction as they relate to masonry, and truss support as well as general architectural issues. Sincerely, Derrick W. Smith Principal A+ S Architects Planners P.A. 3045 N.W. 49th STREET MIAMI FLORIDA 33142 PH. (305) 635 -1557 FAX (305) 633 -4477 LIC. # AA 0002467 AplusSARC @msn.com f Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 186493 Permit Number: RC -12 -11 -2384 Inspection Date: February 27, 2013 Inspector: Bruhn, Norman Owner: BANICH, ROSEMARIE Job Address: 521 NE 105 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1122310140240 Building Department Comments KTTCHEN AND 1 BATH REMODEL Infractio Passed Comments INSPECTOR COMMENTS False Passed ....),2cF:l Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 February 27, 2013 Page 1 of 1 Marc and Rosemarie Banich 521 N.E. 105th Street Miami Shores, EL 33138 305.751.5175 rbanich@sbcglobal.net Re: 521 NE 105th Street Miami Shores, FL 33138 Permit number RC -12 -11 -2384 Parcel number 1122310140240 February 26, 2013 To Whom it May Concern: On February 3, 2013, we installed the following insulating materials in our home: 15 ft. exterior wall: R Matte Plus 3 R -5.0, 3A" foam insulation 10 ft interior wall: Owen's Corning R -13 Attic: Blown -in R-30 Thank you, Rosemarie Banich PERMIT # CONTRACTOR: SUBMITTAL DATE: t '34D W i t ADDRESS: SO.. k NAME: ( C' RESUBMITAL DATES: PROJECT TYPE: IRE IMPACT FE HRS/DERM Miami Shores Village RECEIVED < 13-501(is,-64- Building Department DEC 3'0 2011 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 :. Tel: (305) 795.2204 Fax: (305) 756.8972 1 2 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. ? 1 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): i &n7. ➢0® > /11/ Address: l /`l 6' r City: / 11-74 / 5-/YeZIPS State: , '14hone#: o5":-.1 f - i l % Zip: 3 i % 5 ff Tenant/Lessee Name: Phone #: Email: P4 g 0_5 qc tot) a/ � JOB ADDRESS: Z-/ A/6 /0 5 City: Miami Shores County: Miami Dade Zip: 3 3 Folio/Parcel #: Is the Building Historically Designated: Yes NO / Flood Zone: e/0 CONTRACTOR: Company Name: �C�.� el / L ;2 <. _ Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: e 5 "75/ c % 7 5' Email Address: /0 k3 /")e i 7. 6 �✓r/4"L. e 111--"r DESIGNER: Architect Engineer: 4-4- er--- &`-'72-g.) e ti t )T) 4 Phone#: 3 /' 5 —4, S i °' / S S7 Value of Work for this Permit: $_ ® _Z/ eV 0 �� Square/Linear Footage of Work: 10 ` L. �" ��� Type of Work: °Addition °Alteration °New °Repair/Replace °Demolition Description of Work: 2.6.e, oeR 7z /i -- J - ; r4 — A ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees ****************** * * * *****+x**** ********** Submittal Fee $ 1S( e Permit Fee $ 60 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 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 which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �� f`�- -� Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 12-- , 20 j, by I Y n ( Da, N) IC/-P, day of , 20 _, by who is personally known to me or who has produced ''d who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: " 00 Ill 11111/1/, 1 Sign: �► ; \'f u1�a. Sign: Print: )\1��a �' = Print: My Commission Expires: =� I� Q1," •,, .: My Commission Expires: , E.; S\-- , **** * * * * * * * * * * * * * * * * * * * * * * * * * *****1x141 l� k * :x * ****+ x********** *** *****+x ****** ** ** *******+ x************:x*x:**** APPROVED BY C;/- - Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) ��l Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: /46(6, )-I DATE: /2'r 3jfr ADDRESS: 5 P--/ A/ /e S f 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. I 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. Initial AVS- 2. I 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. Initial 3. I 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 permits and contracts. Initial___ 4. I 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, which violates the exemption. Initial. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 6. I 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 law and by county or municipal ordinance. 7. I 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 and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I 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. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I 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 htto : / /www.mvforidalicense.com /dbpr /pro /cilb /index.html Initial 11. I 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 JO- 12. I 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. Initial /�FJ Licensed contractors are regulated 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 contractors 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 6 ByV A2G 13 ANKAA C) day of k 2_ , 20 l who was personally known to me or who has Produced there License or as idertitifpa f9n. \o�,.\\'` 01 J al / /,.. 66' )41(4,4-(2 K- OWNER ZIOZ /90/£0 IVI iami Shores ' Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: C) 11-1� � DATE: ad) ''} 0/1-4C., 3'9)/C)-/ o Contractor Owner o Architec icked up 2 sets of plans and (ot Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. l understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. YVt Acknowledged by: lA 44.e.„... PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Pennit NO. RC -12 -11 -2384 Issue Date: Not Issued Permit Type: Residential Construction Work Classification: Addition /Alteration Expires:Not Issued Owner's Name: ROSEMARIE BANICH Job Address: 521 105 Street Folio Number:1122310140240 Miami Shores, FL Contractor(s) HOME OWNER Phone Owner's Phone: Total Square Feet: 1890 Total Job Valuation: $ 40,000.00 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: 1/3/2012 Comments: PLEASE VERIFY THAT THE TOTAL OF ALL FLAT ROOF EXISTING PLUS NEW DOES NOT EXCEED 300 SQ FT. Permit No: 11 -2384 Job Name: January 19, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet rJ A Provide approval from Miami Dade County Health Dept. (DOH /HRS) OProvide receipt from Miami Dade County Planning and Zoning for impact fees. Provide all permit applications prior to any further review. Provide corrections for structural and zoning must be complete. K Provide a detailed scope of work. Provide the level of alteration per the Florida Building Code existing. ,7j The demo plans require the house to be demolished and they reference the 2001 FBC not the 2007 FBC. ,8) Identify all of the bearing walls in the house. Provide a survey. Nit *Provide energy calculations for the altered areas. YI) Provide the wind Toad design criterion. f 2) Provide soil bearing capacity certificate. N13) Provide design soil bearing capacity. 14) Provide a complete set of structural calculations. 15) The slab is not detailed. 16) The monolithic footing is not detailed. 17) Provide detail of the masonry in fills. 18) The new opening in the rear room requires columns at each side of opening. 19) The new columns are specified as steel and aluminum? 20) All of the details for the rear addition are incomplete. The framing plan does not match the details. Provide a framing plan that identifies the size, number, spacing attachment and details for the roof framing. 21) Provide design wind loads for all altered /new openings. 2 Provide product approvals for the windows and doors that have been signed as reviewed and approved by the designer of record. 23) Identify the means of escape from the sleeping rooms in the altered areas. 24) Provide a roofing permit from a licensed roofing contractor. 25) Provide an interior wall detail. • 26) The plans must show the insulation requirements. STOPPED REVIEW Page 1 of 1 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. Norman Bruhn CBO 305 - 762 -4859 111111111111111111111111111111111111111111111 hll�cn5!v'�r -, o Sit NOTICE OF COMMENCEMENT CFi 201'20 9 .?25340 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION3R Bk 28309 Ps 1670; (1Ps ) RECORDED 10/11/2012 13:56:53 HARVEY RUVIt4, CLERK, OF COURT PERMIT NO. TAX FOLIO NO. 1122310140240 MIAMI -DADE COt1I4TYs FLORIDA LAST PAGE STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: 521 NE 105th Street Miami Shores, FL 33138 2. Description of improvement: Kitchen and bathroom remodel 3. Owner(s) name and address: Rosemarie Baniar 521 NE 105th Street, M8end Stores, FL 33138 Interest in property: Fee simple Name and address of fee simple titleholder: Ramie Sankt' 521 NE 105th Street, Miami Shores, FL 33138 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address Amount of bond $ 6. Lender's name and address: N/A 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner (o56trte (■ Print Owner's Name Sworn to and sub Notary Pubii Print Notary's e: My commission expires Prepared by 0 day of _L'_?-i_ f HEREBY origin IF a), • � i , Comm# EE214379 Expires 7/5/2016 sew :! c�sis copy a ,f P Q Mvtrami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Nog m 2384 Job Nance Date�� STRUCTURAL CRITIQUE SHEET Playis cre ()cowl l'e* in i4 V ec Gr? 3'i 4er Atu 2 efq el /f "` aAM cam, .ee'` A s; rZ' at•G rte g j `f Co1- &4 e . d 60g,, a r 1-s b Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: S`t DATE: « 3 0 l pfriNe.e.. ❑ Contractor ,Owner ❑ Architect Picked up 2 sets of plans and (other) 5-0 are- R404.1 S 2. emu/ 6ez Address: S i From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: ?M� tj Miami Shores Village Building Department °" '`� Fi 10050 N.E.2nd Avenue Miami Shores, Florida 33138 FEB r i �„ l3 csiJi Tel: (305) 795.2204 Fax: (305) 756.8972 BY ®oo® ® ®oeevaoveo ®- CERTIFICATE OF OCCUPANCY /COMPLETION CHECK LIST ❑ Building permit card. ❑ Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. ❑ Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. ❑ Certificate of Insulation. ❑ Certificate of Soil Treatment (Final treatment- original)1 CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." ❑ Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. ❑ Soil Compaction Letter (Density report is required) ❑ Final certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) ❑ Backflow preventor certificate (Required on commercial projects only) ❑ Certificate of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 6 1(0 4 3 ‘111Y1. • Commercial CO is $200.00 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 180577 Permit Number: EL -10 -12 -2004 Scheduled Inspection Date: February 07, 2013 Inspector: Devaney, Michael Owner: BANICH, ROSEMARIE Job Address: 521 NE 105 Street Miami Shores, FL Project <NONE> Contractor: LONGMAN ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1122310140240 Phone: (305)758 -1211 Building Department Comments ELECTRICAL WORK FOR INTERIOR REMODEL Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments February 06, 2013 For Inspections please call: (305)762 -4949 Page 3 of 27 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: Electrical JOB ADDRESS: 521 NE 105th Street rEVERVSh OCT 24202 BY: om'�_oov__oo'oe FBC 20 Permit No. �t ---� { X0 q` Master Permit No. City: Miami Shores Folio/parcel#: 1122310140240 Is the Building Historically Designated: Yes County: Miami Dade rap, 33138 NO x Flood Zone: OWNER: Name (Fee Simple Titleholder): Rosemarie Banich phone*. 3057515175 Address: 521 NE 105th Street City: Miami Shores State: FL Tenant/Lessee Name: Phone#: Email: rbanich33138@gmaii.com zap: 33138 CONTRACTOR: Company Name: J OA/ 6,-4/ r44/ i/ ez->1 h L Phone#: - Address: 2'14 IV 1g City: 2�r6, ,�1j '/ I State: f n f Qualifier Name: 4114) gam/ ,., .. State Certification or Registration #: de l- )33 7 / 3 Certificate of Competency #: Contact Phone#: 3 - 7 j 1— 1 e?"eii Email Address: DESIGNER: Architect/Engineer: Phone #: Zip: 3 l 3 2 Phone#: Value of Work for this Permit: $ �e'� s esec> Square/Linear Footage of Work: Type of Work: ❑Address f- `Alterationt ❑New LIRepair /Replace ,, Description of Work: f ®Demolition *ms********** * *** * * * * * * * * * * * * * * * ** * ****FeES* a ***** s**** za** e+* *** * ******* * * * * *** 7, elf- 9112 Submittal Fee $ Permit Fee $ f?S .,®® CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ q1/44 1 . 1 Bonding Company's Name (if applicable) R t 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 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 tion and who did take an oath. APPROVED BY Contractor The foregoing instrument was acknowledged before me this 23 day of ®G o oe,+r' , 20 t2 by . Lis ie , is personally known to me or who has produced �J as identification and who did take an oath. NOTARY PUBLIC: =a 'otary obi State of Florida Michelle Perez Ar My Commission EE002609 'lc" Expires 04/08/2013 4te may *s: ka* ****** ******a *ka **4 4:44**************************** Plans Examiner Zoning Structural Review Clerk (Revised 3/12J2012)( Revised 07/10/07)(Revised O6 ltY2009)(Revised 3/15/09) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 180560 f l - `),51(y Permit Number: PL -10 -12 -2002 Scheduled Inspection Date: February 07, 2013 Inspector: Hernandez, Rafael Owner: BANICH, ROSEMARIE Job Address: 521 NE 105 Street Miami Shores, FL Project: Contractor: <NONE> EH WHITSON PLUMBING Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number Parcel Number 1122310140240 Phone: 954 - 929 -3599 Building Department Comments RUN NEW GAS LINES TO NATURAL GAS TANKLESS WATER HEATER INSTALLATION, COOKTOP AND DRYWER Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments February 06, 2013 For Inspections please call: (305)762 -4949 Page 2 of 27 7-s Mi Shores Village Building Depa ent 10050 N.E2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fan: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 B DING PE APPLICATION Permit T I 1NG Master P dLCCIEIEV'Ma 1E OCT 2 4 2012 IV ............ FBC 20 No. 121 1,-- 2,002— 1.4 ntNo. JOB ADDRESS: 521 N.E. 105th Street City: Miami RI res County: Miami Dade p: Folio/Parcel#: 1122310140240 I is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): RCSanlana 1a Ofle# 3057515175 Address: 521 NE 105th Street City: Shores State: Zip :33138 Tenant/Lessee Name: Phone*: Email: rban1ch3313 CV! CONTRACTOR: Company Name: Address: (-1192 fl City: Qua&fier Nam : State Certification or Registration #: C-R-1 if. i g'q Cenitica Contact Phone#: 6164 1)1'1- I 3 51 Cr.mail Address: it 0/4 tiLP .411 '.44.1 111' TAMM! 0 , u 4-7 q94 ,..tip 94=050s 07) DESIGNER: Architect/Engineer: Phoneit: Type of %Norio LJAddress CiAlterdtion Penult Fee $ /6-22 CCF $ Notary $ Technology Fee $ Double Fee $ Structural Review $ Bonding Company's Name (if applicable) Bonding'Compady's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Tap Application is hereby mate 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 constmction 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 broc ..., e will be delivered to . person en t -%st be r•• sted , /e jo s site ce, the promise in good faith that a copy of the notice of commencement and construction It whose property is subject to attachment. Also, a certified copy of the recorded notic for the first inspection which occurs seven (7) days after the building permit inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The fore in .': nytras ac ► *r,► eme The forego i:� instrument as ac .wledged before methis2-1'. day of MK) 20 by SI , day of �1 2012, by e or who has produced _ V `- who na i known tonne n who has produced cation and who did take an oath. as identification and who did take an oath. who is nail 5.e. owdAsto NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY • ,a PUR Nova b� %p, Stele eo 1 0 • My Gomm issto Na for 1 tA°tat9 Pis° Bonded \ /r /jam Plans Examiner Structural Review (Revised3/12/2O12XRevised 07 /10/07)(Revised O6l10/2009XRevised 3/15/09) NOT Y PUBLIC: Sign: Print: My Co ►r t1 • . SON SAFFRAN ROSSI I* ,, MY COMMISSION # DD 930571 ,� EXPIRES: October 5, 2013 oh;�• Bonded Thru Notary Public Underwriters Zoning Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 1 t -D38-9 Inspection Number: INSP- 180566 Permit Number: PL -10 -12 -2003 Scheduled Inspection Date: February 11, 2013 Inspector: Bruhn, Norman Owner: BANICH, ROSEMARIE Job Address: 521 NE 105 Street Miami Shores, FL Project: <NONE> Contractor: PRONTO PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1122310140240 Phone: (305)978 -7755 Building Department Comments PLUMBING WORK FOR INTERIOR REMODEL Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments February 08, 2013 For Inspections please call: (305)762 -4949 Page 5 of 30 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4049 BUILDING PERMIT APPLICATION Permit Type: PLUMBING JOB ADDRESS: 521 N.E. 105th Street OCT 2 4 2012 mooem� - -- FBC 20 Pennit No. VI )82--"C9005 Master Permit Nall 1/1 `r 5ggl- City: Miami Shores . County: Miami Dade 33138 Folio/Parcel#. 1122310140240 Is the Building historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Rosemarie Bantch Phone#: 3057515175 Address: 521 NE 105th Street City: Miami Shores State: FL gyp: 33138 Tenant/Lessee Name: Phone#: Email: rbanich33138@gmaiic om CONTRACTOR: Company Name: Address: / a,J J� A/ e +' City: 11J 1 Qualifier Name: 4O , AM ar State Certification or Registration #: C pc, m (53 6 7 Certificate of Competency #: -� ]$one##: t o s et -z2.0/ TIP: Y3 Phone#:`,�C'S 9778 =77fl Contact Monet , Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ r ©mod 0 Square/Linear Footage of Work: Type of Work: ❑Address Altera �� n Description of Work: r lace ®Demolition / s-- Submittal Fee $ Permit Fee $ t7 /t " CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Heel-7D Bonding Company's Name (if applicable) Bonding Company's Address City State Tap Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Tap 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 IlVIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the abs e of such posted ' the inspection will not be approved and a reinspection fee will be charged z yid Signature The fo day of aiLe Owner or Agent instrument was W Signatur ontractor The fo o' a ac .0 wledged be i day of "- ,20) by, / 4 who ' pet Wally known to me or who has produced I.+ ,21' who is personally known to me or who has produc ntification and who did take an oath. NOTARY ' UBLIC: • . Sign: Print: My Commission Ex lion and who did take an oath. NO ' ARY PUBLIC: APPROVED 13Y Sign: Print: My Commissio $ ,• o _ My Comm. Expires Sep 23, ' "IT ,9Tlto Commission # EE 128810 ..'4; ,, ,,, ,, Bonded Through National Notary Assn. Plans Examiner Zoning Structural Review Clerk (Revisad3/12n012)(Revised 07 /10107)(Revised O&1t 22009)(Revised 3115109) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 3r1 Inspection Number: INSP - 184566 Permit Number: MC -10 -12 -2066 Scheduled Inspection Date: January 23, 2013 Inspector: Perez, JanPierre Owner: BANICH, ROSEMARIE Job Address: 521 NE 105 Street Miami Shores, FL Project: <NONE> Contractor: EH WHITSON PLUMBING Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement .Phone Number Parcel Number 1122310140240 Phone: 954- 929 -3599 Building Department Comments KITCHEN HOOD Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 22, 2013 For Inspections please call: (305)762 -4949 Page 34 of 34 Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: MECHANICAL JOB ADDRESS: Sa‘ to,sekkr. t ie FBC 20 Permit No. Master Permit No. C°- la- l� - a 331 City Miami Shores County: Miami Dade Ziip: 5313$ Folio/Par : t t 23 % o 14-1 btO Is the Big fly Designated Yes NO '�� Hood Zone: OWNER: Name (Fee Simple Titleholder): ckeDenrs ar . an• OS - 7Si - sSI Address: VA \ City f t a rt;,. & \oc eW State: Zip: S31 "� $ Tenant/Lessee Name: Phone#: Email: (q)q(000S L hi o State Certification Registration # - - - - -- - - - - -- Contact Phone#('"► 017:5 109) Email Address: DESIGNER: Architect/Engineer. Phone*: Value of Work for this Permit: $ 630 Square/Linear Footage of Work: Type of Work: C{Address Lion Description of Work: ONew ORepair/Replace UDemolition ****** * * * *****$*** **** *$** ***** * * * ** ** **** * **�F** *****ea***'* *** ***ems***** a *a Fee�p��'� * * * ** Submittal Fee $ Permit Fee $ , t,1% (/ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ \*. Q-1-O 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. 1 certify that no work or installation has cowl 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 757, the applicant must promise in good faith that a copy of the notice of commencement and construct inn lien law brochure eyed tti whose property is subject to attachment. Also, a certified copy of tits recorded notice „ cem mu , d �. a j< site for the first inspection which occurs seven (7) days after the building permit is =,.d the, "o en ref o °N, e, the inspection will not be approved and a reinspection fee will be charged .11041161:,- Signature Owner or Agent Si for The f Ding instrumeT was , :s, _ ., 4 ed bef s:, this The forego '3 instrument was acknowledged before me this 2 day of ���;' 2Ab I'���il� �� /�%1/ J day of h�1f S O (Q who is , nally known to me or who has produced identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLI NOTARY PUBLIC: Sign: Print: My Commies Expires: APPROVED BY Sign: Print: My Co I Li 1 i „ „ l:: ' ltpg'eg - .;+ wY .CJ t< DD 92W 9 ;,' ' XP 00 bet 5, 2013 1 �' pc ; .3aadei UndirldEB 1 flans Examiner Zoning Structural Review Clerk Revised 3/12/2012)(Revised 07f10/07)(Revised 06/10 /2009)(ReRised 3/15/09) ACOREA CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A M CERTIFICATE DOES NOT AFFIRMATIH BELOW. THIS CERTIFICATE OF INSU REPRESENTATIVE OR PRODUCER, ANI IMPORTANT: If the certificate holder is the terms and conditions of the policy, certificate holder in lieu of such endors DATE (MMIDDIYYYY) 3/7/2012 TTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS LY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES ANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUT9RIZED THE CERTIFICATE HOLDER. an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to ertain policies may require an endorsement. A statement on this certificate does not confer rights to the Tlent(s). PRODUCER Keyes Coverage, Inc. 5900 Hiatus Road Tamarac INSURED N M1 CT Mickie Spearman ((PN No. EXk (954) 724 -7000 1 (Ferai. Not (954) 724 -7024 ADIs5 .mickie @keyescoverage.com PRODUC CUSTOMER ER ID #Q 0012193 FL 333R1 E.H. Whitson Air Conditions JSL of Hollywood Inc., dba 423 S. 21st Avenue Hollywood COVERAGES FL 330 g tal INSURER(S) AFFORDING COVERAGE INSURER Allied Property & Casualty Ins minim s Nationwide Mutual Ins Co. NAIC # 42579 23787 INSuRERC:Bridgefield Employers Ins C 10701 INSURER D : INSURER E : 0 INSURER F : THIS INDICATED. CERTIFICATE EXCLUSIONS nmetalVry IvumDCR: IS TO CERTIFY THAT THE POUCIES • F INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD NOTWITHSTANDING ANY REQ IREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS MAY BE ISSUED OR MAY P;RTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POUCIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE A IN R SUBR WVD POLICY NUMBER POLICY EEFF (MMIDDlYYYY) ppppLL�Y EXP (MM/DD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY ACPGLP05914902956 3/7/2012 3/7/2013 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES (Ea $ 100,000 CLAIMS -MADE X OCCUR MEDEXP(Anyoeepersoe) MED EXP {Arty one person) $ 0 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE —X7 POLICY UMIT AP(PUEES PER: JECT I I LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ A AUTOMOBILE X X LABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS Comp $500 /Coll $1,000 ACPSACP5914902956 3/7/2012 3/7/2013 COMBINED SINGLE UMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ Uninsured motorist combined $ Medical payments $ B X UMBREU.A UAB EXCESS UAB X OCCUR CLAIMS -MADE N /.A ACPCAP5914902956 0830 -31592 3/7/2012 3/5/2012 3/7/2013 3/5/2013 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 X DEDUCTIBLE RETENTION $ 10,000 —� $ _ X !TORY UMIYS 1 1 ER $ C WORKERS COMPENSATION AND EMPLOYERS UABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) It yes, describe under DESCRIPTION OF OPERATIONS below Y / N N E.L EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L. DISEASE - POLICY UMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedu e, it more space Is required) RE: Air Conditioning (TCDTICI, ATC unit nits City of Miami Shores Margarita 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Arnie 9R tonnoinat _1. Jv _ ,- IJ111VIV SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE —i' Carey Keyes /SJ ,►-. INS025 (200909) ©1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD BROWA 115 S. Andre VA DBA: Business Name: E H Owner Name: JOHN Business Location: 423 S HOLL Business Phone: 954-9 Rooms COUNTY LOCAL BUSINESS TAX RECEIPT Ave., Rm. A- 100,,Ft. Lauderdale; FL 33301 189 954 -831 -4000 ID OCTOBER 1, 2012 THROUGH 'SEPTEMBER 30, 2013 ITSON AIR CONDITIONING LIPKA 21 AVE OOD 3 -6505 Seats Employees 5 CiI A TIONcorrr' Business Type: (CLASS A A/C CONTRACTOR) Business Opened o al 1 8 /19 9 8 State/County /Cert/Reg :cAC03 963 5 Exemption Code: Machines Professionals Tax Amount Number of M Transfer F - For Vending Business Only chines: Vending Type: NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0 0.00 0.00 THIS RECEIPT M THIS BECOMES A TAX RE WHEN VALIDATED Mailing Address: JOHN S LIPKA 423 S 21 AVE HOLLYWOOD, FL 0.00 0.00 27.00 ST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS EIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and /or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. 33 20 2012 -2013 Receipt #02A- 11- 00004975 Paid 08/13/2012 27.00 HAS A COLORED BACKGROUND • MICROPRINTING • LINEMARK"' PATENTED PAPER AC#6251959 DEPAR '&ATE.OF FLORIDA OF MUSINESS AND. PROFESSIONAL REGULATION SEQ# L12080701646 ONSTRUCTION INDUSTRY LICENSING BOARD • S• ICENSE The CLASS A AIR CONDIT Named beiotf CERTIFI Under the provisions o Expiration date : AUG 3 LIPRA• JOHN E H WHITSOLAIR CO 423 SOUTH 21ST AVE HOLLYWOOD RICR..:'SCOTT GOVERNOR CO3963 Chapt 2014i ••• FL 3.3020 • •t, 07JV 'f It 9 4 otsPLAYASI3EQUIRED BY LAW (I • ............. KEN LAWSON SECRETARY • Miami Shores Village Building Department 10050 N.E2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: MECHANICAL JOB ADDRESS: 521 NE 105th Street City: Miami Shores Folio/parcel#: 1122310140240 FBC201t Permit No. BIZ -2040 Master Permit No. 12C-- ( °- Q3 S--9 County: Miami. Dade Zip: 33138 Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleho Add: 521 NE 105th Street NO X Flood Zone: Rosemarie Banich phone*: 305-751-5175 City: Miami Shores State: FL zip: 33138 Tenant/Lessee Name: Phone*: Email: rbanich33138 @gmail.com CONTRACTOR: Company Name: 4 %off ,Oc/c 7 7...e.- Phone# ?0Y , / — z. c V Address: Z. !„3y _S-c.4., re-40 0,04ee City: i/ /UJi �il;•rte State: �,,st zip: .3i'7 7 Qualifier Name: N 4e, ®'./te9i,,--e Phone*: J' ®J —'f "/ S'--Z®,V. State Certification or Registration # C A G /', & c/3 Certificate of Competency #: Contact Phone#: ?OJ r/f Z t7 ff-e/ Email Address: .4-1,4DuCI7 EC AI (9 y.-f x;10- COA, DESIGNER: Architect/Engineer: Phone#: d " Value of Work for this Permit: $ ) 0 G Square/Linear F + ,, of Work: Type of Work: DAddress DAlteration ONew epaair/Replace DDemolition Description of Work: 41 1Z tf-ZAA d rkel (4 b **** *v *eeva *ea *c * Submittal Fee $ /0 Permit Fee $ 1 Scanning Fee $ Radon Fee $ Notary $ ining/Education Fee $ Double Fee $ Structural Review $ * *aa saes *0**0**0**0 *0**0**0 *0*0*0**0** CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ (✓ t • 10 1/(15 ) 31 q63 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. 1 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 mast 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 constriction 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 ce,tified 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. Signora e elY.__ d- cU Owner or Agent The foregoing instrument was acknowledged before me this °1 day of 20 rz..4 by Ill t 6;6126447 134104 day of who is personally known to me or who ha- + aict -_t C) As identificatioe • ti�d.take � .oath. .�\ . \ 4 , NOTARY PUBLIC: 'z. / t..\ %`� :trt The foregoing instrument was acknowledged before me this /i — 7 / , 20,L, by Sign: Print: My Commission Expires: Sign: Print: y ,0 wn to me or who has produced 'r. BtIt �.�� x a ,;.,ide • -�1� i Pubic State 01 Florida , +mm. Expires Nov 14, 2014 '41 ��� Commission # EE 22 ,,. Bonded Through N 7;,),r an oath. M 41L /e Z. G A /3lP' My Commission Expires: Structural Review Revised 3/1212Q12)( Revised 07 /IM}7)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33.166 SCOPE: MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11845 SW 26 Street, Room 201i Miami, Florida 331'75-2474 T (786) 3132590 F (786) 315 --2599 www.miemidadelgav /uera/ This NOA is being issued under the applicable 'nrTes and - =raga' =fig the use of construction materials. The documentation submitted has been awed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Da a County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration 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 "La Porte" 8'- 0 Outswing Glazed Aluminum French Doors - L. M. L APPROVAL DOCUMENT: Drawing No. FD -2003, titled "La Porte- Impact French Out-Swing Door", sheets 1 through 6 of 6, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 01/20 /12, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement "Miami Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Ofcial. This NOA revises NOA No. 11-0202.03 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. NOA No. 12-0127.23 ExpiirationDate: June 05, 2013 Lawson Industries, Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 11- 0202.03,10-0128.04,) 2. Drawing No. FD -2003, titled "La Porte - Impact French Out-Swing Door", sheets 1 through 6 of 6, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 01/20/12, signed and sealed by Thomas J. Sotos, P. E. B. TESTS I. 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 aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 11 -3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11 -0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, 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 aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -09 2623, HETI -09 -2645, HETI -09 -2624 and HETI - 09 -2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10- 0128.04) 4) Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 32.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum. Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -04 -1897, HETI -04 -1896 A, HETI -04 -1896 B and HETI -04 - -1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Subinitted under N&i4No. 04-0-. 5) Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- 02 -T095 and HETI -02 -T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 03-0219.01) E -1 Jaime D. Gain, P. E. Product Control Section Supervisor NOA No. 12-0127.23 Expiration Date: June 05, 2013 Approval Date: April 05, 2012 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6) 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 aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -02- 1253, HETI -02 -1726, HETI- 02 -1728, HETI - 02 -1736, HETI -02- 1742, AETI -02 -1763 and HETI -02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under NOA No. 03 -0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed Eby Thomas J. Sotos, P. E. (Submitted under NOA No.10- 012804) 2. Glazing complies with ASTM E1300 -981 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/17. 2. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PYB Tinterlayer" dated 09/08/2011, expiring on 12/11/2016. 3. Notice of Acceptance No. 09-0127.13 issued to Solutia Inc. for their "Solutia Interlayers for Laminated Glass" dated 03/04/2009, expiring on 03/04/2014. E -2 Jaime D. Gasc , P. E. Product Control Section Supervisor NOA No. 12-012713 Expiration Date: June 05, 2013 Approval Date: April 05, 2012 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMJTTED F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC-2010 and AAMA 101 / L5.2 -97, dated 01/25 /12, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC-2007, dated February 02, 2011, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 11-0202.03) 3. Proposal issued by Product Control, dated July 27, 2010, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 4. Laboratory compliance letter for Test Report No. M1-11 -3201, issued by Hurricane Engineering & Testing, Inc., dated January 06, 2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11- 0202.03) 5. Proposal issued by Product Control, dated March 26, 2009, signed by Renzo Narciso. ( Submitted under NOA No.10- 0128.04) 6. Laboratory compliance letters for Test Reports No.'s HETI -09 -2623, HETI -09- 2645, HETI -09 -2624 and HETI -09 -2646, issued by Hurricane Engineering & Testing, Inc., dated October 22, 2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10- 0128.04) 7. Laboratory compliance letter for Test Reports No.'s HETI-04- -1897, HETI- 04- 1896A, HETI- 04- 1896B, HETI-04- 1377,11ETI -02 -T095, HETI -02-T090, HETI -02 -1253, HETI-02- -1726, HETI -02 -1728, HETI -02 - 1736, HETI- 02- -1742, HETI -02 --1763 and ' HETI -02- -1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 11-- 0202.03, issued to Lawson Industries, Inc. for their Series "La Porte 8'0" Outswing Aluminum French Doors - L.M.I. ", approved on 03/17/11 and expiring on 06/05/13. E -3 Jaime D. Ga on, P. E. Product Control Section Supervisor NOA No. 12-0127.23 Expiration Date: June 05, 2013 Approval Date: April 05, 2012 BILL OF MATEiIALS . # DRR'8 / PART / 2222. 28802W20N IARNA B 1 L -901 11I -099 1 FRAM HEAD 6063 -T6 ALUMINUM 2 1 -902 LII -097 I FRAM SILL 6063 -76 ALUMDB24 3 1 -903 1.11-090 2 FRAM JAMB 6063-16 ALUMINUM , 4 1 -904 1.17 -096 2 SIDELITE JAMB ADAPTER 6063 -T5 ALUMINUM 5 L-906 L11 -092 2 x panel PALL 111' 1 BDTT@1 RAIL 6063-76 AIUMIN M 6 1-907 LII -091 1 x pant HINGE STILE 6063 -76 ALUMINUM 7 1 -905 111 -094 1 x panel LOCK STILE 6063 -16 ALUMINUM 8 1-909 111 -095 2 x paned TOP A BOTTOM RAIL ADAPTER 6063 -75 ALUMINUM 9 L -911 LII -085 AS RE0'D. 1/4 ROUND ALUM. BEAD - 7/16' 6063 -T5 ALUMINUM 10 1 -910 LII -287 AS NE1'D 1/4 ROUND ALUM BEAD - 3/8" 6063 -75 ALUMINUM 11 f0-624 -2 1 -908 2 x panel HINGE LEAF ASSEMBLY 6063-15 &MI IM 12 WS-01I TP 3886 AS REVD. Bulb Vinyl Wts•p. -Teas Plastics. Inc. See Material Composition at Sheet 6 13 PWS -001 • AS RECD. WTS'P. 8 TOP/MITT. RAILS Schlegel FS - .187'w. X .2109.. 14 PVS-002 a AS RECD. WISP. 8 FRAME HEAD 1 JAMB Schlegel PI - .187.w. X .330'h. 15 1-910 LII -069 2 x panel STRIKER MOUNTING PLATE 6063 -T5 ALUMINUM 16 FD -619 011-619 -1 2 x panel STRIKER PLATE 6063 -T5 ALUMINUM 17 FD-631 111 -086 AS RECD. GLAZING ADAPTER 6063 -76 ALUMINUM 18 HC-001 50 -5502 2 x Panel DELTA FLUSH BOLT (8 TOP 6 1101704 OF LOCK STILE) 19 0D- 621 -8 HC- 024/D25 1 SET OMR LOCK / DEAD BST SET KVISSET - Series 690T 1117MD0 20 FD- 621 -2 1C- 024/025 1 SET DOOR LOCK / MAD SOLT SET SCHLAGE - Series F0350 CORM 2I 00 -681 -2 IC-024/025 1 SET DOOR LOCK / MAD BOLT SET DEFIANT - Series 831 COMBO 22 x F5 -035 AS REG'D. Front Install. Scree - Head 5/16'- TAPC04 0 See Notes) 23 a FS-035 AS REVD. Frame Install. Scree- Jamb /S01 5/16'- TAPCUN Nee Notes) 24 5 FS -086 8 FRAM ASSEMBLY SCREW 812 X 3/4' P11 -13141. 25 a F5-012 AS NEON. JAMB ADAPTER SCREW 81D X 314' P.H. -PHI. 26 00-634 111 -171 AS REVD. 1/4 ROUND ALUM. BEAD - 11/16' 6063-T5 ALiM1N M 27 a F5 -043 8 GLA2INID ADAPT. ATTACH. SCREW 48 X 1 1/4' FH. -13141. . 28 x FS -049 2/Panel Double Roll Assembly Scree 3/8•148 I/4' Hex Scree 6 Nut E4 a a AS REO'A NEUTRAL CURE SILICONE Schnee-Morehead SM -5731 30 x w AS REVD. NEUTRAL CURE SILICONE Dos Corning 899 31 • a AS REr0. NEUTRAL CURE 5111CODE Tremco S -500 a a AS REIM Laminated Wass See P9 5 Dupont - Sentry Glass Pius 33 ■ at AS REVD. Laminated Wass see Pg. 5 Dupont - PVB 34 a a AS RENT. Laminated Glass see Pg. 5 Sonlex - PVB 35 • HC-002 @/Panel PANEL ASS'Y ALUM. PLATE 1 1/2'x 2'x 1/8' 16063 -T5 ALIB1) 36 a IC-004 2/Ponel Pont Ass'7 Full Lerght Rod 3/rDls. -200 Rod. Plate. Flange Nut • 37 0 FS-011 8 HINGE ATTACHMENT SCREW 810 X 3/4' P.H. / PHI. 38 • FS -044 12 510ELITE ATTADMENT SCREW 810 X 1' PH/PHIL. - OP EC Max.) 39 HC-006 52PP05011514 6/Jamb 1/2' Ma. Hale Plug - Nylon 6 -6 MICROPLASTICS - Rockwell 14-79 40 IC -007 62PP0879 11 @/Pone) 7/8' DM. Hole Plug - Nylon 6 -6 MICROPLASTICS - Rockwell 0 -79 41 • 10-010 1 /11117 FLUSH BOLT S01 Plug - Nylon 6-6 SUB+CIIPLASTICS Inc. Rockwell 14-79 42 1 -913 111 -086 23 RE0'0. 1/2 ROUND FALSE ALUM. MINTIN 6063 -T5 ALUMINUM 43 a N BAS REOB. INT FALSE APPLIED MUNTIN 1.25' X .022' STOCK ALUMINUM 44 1-915 F2-623 AS RE0'11 FRAME HEAD SHEAR PLATE 6063-15 ALUMINUM - 4' long 45 1-916 1.11 -117 AS 900'D. FRAME 101/ SILL - OPTIONAL 6063 -75 ALUMINA! 46 00 -635 14C -050 1 TWO -POINT FLUSHBW.T LOCK OPTIWIA. ( FOR +/- 76.0 psi DP) FD 011-628 -1 2 /Panel FLUSH BOLT GUIDE ALUM. ANGLE 1 1/2'x 1 1 /2'x i/8• Ake.. 6063 -15 47 48 -626 FD-627 FD- 627 -1 a/Panel 2 -Paint Lock Boll GuI4te ANGLE 3'x 3'x 1 1 12'x 1/8' Nun. 6063 -T5 49 1 e AS 0E0'A Joint Sealant- White Colored 'Purvis Co.' Super Seal 50 FD-633 MC- 1 SET LICK ACTIVE HANDLE 6 UPSET ASHLAND 4W5201A -A 51 FD-637 14:- I SET MULTI -POINT LOCK ACTIVE ASHLAND 0V5110-STACT5 52 011-640 1C- 1 SET LaRS( PASSIVE HANDLE & TRIMLSET AMAMI 4W5281A -P 53 00-039 141*- 1 SET MULTI -POINT LOCK PASSIVE AMAIN /V5110- STPAS4 54 FD-641 HC- 2 a panel Multi -Pant Lock Bat GW41e NYLON 6 -6 Rockwell M scale 79 55 it 0S- 4 /1lWde Bolt Glde Attachment Fastener 46 x I /2' PIi /PHIL. 56 FD -642 HC- 1 x Lock Lock Top Mont Adapter NYLON ADAPTER 57 FD-643 MC- 1 a Lock Lock Bottom Mount Adapter NYLON ADAPTER Sldellte Panel Width C 33 13/16' Max. ) lap 145 1 /8' Mae Unit Width Swing Panel Width ( 35 3/16' flax. t 3 Sidelite a'.. 7 ( Inactive 6 112' t q 7 . lock 84 r)0)ERNATE BOLT AT SHEET / 3 646• x. am AWP.FNIR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 8 FOR tat skleUte> ANCHOR 0.C. MAO. SPACING AND LOCATIONS. 2. SEE SHEET 4 OF 5 FOR INSTALLATION FASTENERS TYPES. 3. SAME ANCHOR SPACING 0 FRAME HEAD & SILL. 5/0' 1 . QUALIFIES SINGLE & MULTIPLE PANELS (Os ELSVA1700$). 2 QUALi9ISS UNITS WITH AND WITHOUT sIDE1.Yt 3. MAX. FRAME 818E 146 1/2 °e. X 85 3/4'h. OXXO 4 . 8114' & INT. FALSE COLONIAL MUNRIN APPLiED M /81LIC009. 8 QUALIPIES SINGLE OR DOUBLE BOTTOM RAILS 8 MAX. DAYLTTE OPENING MIDIS a 28° '7 MAX. DAY= OPENING HEIGHT c 83 I/8" 8). SID/ ELEVATION AT EMT 1018 FOR MAX. ANCHOR SPACING 8). ALL DIMENSIONS SPECIFIED ARE IN INCHES 10). NO HURRICANE SHUTTERS ARE REQUIRED PRODUCTREVISED > 001e - 7e.gi19 Revielon No t■ ®y Bashed to comply w/ 2902004 - 11/01/06 •1 to comply e/ 1815:007 & added Tlf . tad Glass 01/82/10 and Mnit -Point Lock 01/27/11 to comply w/ 2010 pea Max. 0.0 Wlalth 12 oa• 4 as 4 oc 4 O.C. t 64 Lx:r • 6' aeikire panel) Inacx!tive panel) "OXXO- EXTERIOR ELEVATION NOTES: 1). THIS PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING tOOE. 2). GLASS MEETS REQUIREMENTS OF AS1M -E1300 AS PER CHAPTER 24 OF THE 080 2010 (ODE. 3). 16000 SUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 4). ANCHORS SHALL BE AS USTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE 8). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL LIMITATIONS: 1). MAX. OP c *BD PSF W/ (4) Surface Bole & Glass Types A. 8, C & D. (SEE UX:ATON DETAILS 0 SWEET 3 OF 5) 2). MAX. OP - *78 PSF W/ 2 -Point Lock octive)+ (2) Surface Bolts of Monti 3). MAX. OP - *18 PSF W/ Flat SBI & must be used where Bator Infiltration 1 not required or opening 15 protected by overhang ratio greater then ere. 4). MAX. DP - *8B PSF W/ Multi -Point Lock (1- 0ative) +(1- p0seive) at Incettw LA WS ON (XNX t.rs- r12TLS. X2Jc3.) 8501 NW 90th St. MEDLEY, FLORIDA 33186 (305) 808 -8680 NANOFACTVRBR OP Waif? AIOMNNON WINDOM AND OId38 DOOM 000 Ismib � APPROVAL rot Clem ' v4 iiittavIclAntAl SIPAO1 DOOR "La Porte" Impact" French Out - Swing Door DATE__..._.. FD -2003 1111464an tooth "OXO" ELEVATION Sidelite 173Para) Mhtth 3 13/16' wox. a tb t .,_ g a A II e e v 7•� 'iv 9 T EirneT _ 145 1/2' Mao Wet Width ALTERNATE T AT &MET 110 779' NOS axis Amyl 35 6''deh riaal 6 A *Wm A a O _ II0t, DP ;' I M',. .3 mew O ay Me1L TYPE •b" + / -(PS') AcII IN - 11 11 i it II _1 _I t ©� €31� o � II p 1 I.\ II • active rj l iv d P. 5 *8S5 - -: :76.0 :76.0 * -76. 5 :860 23 3/16' :76.0 :76.0 :76.0 "OXO" ELEVATION Sidelite 173Para) Mhtth 3 13/16' wox. a tb t .,_ g a A II e e v 7•� 'iv 9 T EirneT _ 145 1/2' Mao Wet Width ALTERNATE T AT &MET 7 �- RL.lAd�LT "XX" ELEVATION P3/ C 35 3/16' Max • 1 1 r SEE *U810NOE 0W OXXO" ELEVATION ANDIJ0R NoTE3: 1. SEE ELEVATION AT SHEET 1 OF 8 FOR 2. AgNgCCi4OHRFO.C. MpA�XB O=R OTIONS• FASYEPrERS TYPES. 1 74 1/8/ Max Wit Vldth SldeUte Pone% With 13/16' 73 5/18' S It 1 MNIth I(3 3/16• •x gr� Max Wilt *Wm A a O _ ei 1**5 1 M El= r 9' DP pD Max. .3 mew O TYPE •C. + / -(P81) TYPE •b" + / -(PS') I ya- 10 1/4' 16 1/4• 22 1/4' 28 1/4' 30 1/4' 34 1/4' 7• a A / 11 • liv -.'1 �. L. I.\ II • active rj l iv d P. 5 *8S5 17 3/16• :76.0 :76.0 * -76. 5 :860 23 3/16' :76.0 7 �- RL.lAd�LT "XX" ELEVATION P3/ C 35 3/16' Max • 1 1 r SEE *U810NOE 0W OXXO" ELEVATION ANDIJ0R NoTE3: 1. SEE ELEVATION AT SHEET 1 OF 8 FOR 2. AgNgCCi4OHRFO.C. MpA�XB O=R OTIONS• FASYEPrERS TYPES. 1 74 1/8/ Max Wit Vldth SldeUte Pone% With 13/16' "OX" ELEVATION APPROVED CONFIGURATIONS NOTES; 1. ALL ELEMA7' I *1ARE A GRAPHICAL REPRESENTATION VIEWED FROM ThE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SRJCONE AND ARE AVAILABLE OPTIONAL. 3. PA44 ARE AV #�AHWITH SINGLE HOTTOM RAIL St ii �.E RO 4. OUT - SWING 3008 vATHOUT INSECT SCREEN. IS II bN I: PRODUCTLINVISED madmpkyinsmiththeFloddo mac* 1Z•OIZ A05Y4l•UD 20/3 "X" ELEVATION "0" ELEVATION °LaPorte° IMPACT FRENCH OOTSWINO DOOR - 0881014 LOAD CHART PANS. ACTUAL - NUNS OP ANCHORS /Ma DP 1 II DP pD Max. .3 mew TYPE "R" + / -(P87) TYPE •C. + / -(P81) TYPE •b" + / -(PS') Na �6/ ya- 10 1/4' 16 1/4• 22 1/4' 28 1/4' 30 1/4' 34 1/4' 7• a ( II II .:�, -.'1 :764 :76.0 :76.0 5 *8S5 17 3/16• :76.0 :76.0 * -76. "OX" ELEVATION APPROVED CONFIGURATIONS NOTES; 1. ALL ELEMA7' I *1ARE A GRAPHICAL REPRESENTATION VIEWED FROM ThE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SRJCONE AND ARE AVAILABLE OPTIONAL. 3. PA44 ARE AV #�AHWITH SINGLE HOTTOM RAIL St ii �.E RO 4. OUT - SWING 3008 vATHOUT INSECT SCREEN. IS II bN I: PRODUCTLINVISED madmpkyinsmiththeFloddo mac* 1Z•OIZ A05Y4l•UD 20/3 "X" ELEVATION "0" ELEVATION °LaPorte° IMPACT FRENCH OOTSWINO DOOR - 0881014 LOAD CHART PANS. ACTUAL R810R1 • NUNS OP ANCHORS /Ma DP PAIN. MU ACM 51101 ( DP PRP ) 011033 TYPE , • + /-.(PS?) TYPE "R" + / -(P87) TYPE •C. + / -(P81) TYPE •b" + / -(PS') MATH • wlsm • 10 1/4' 16 1/4• 22 1/4' 28 1/4' 30 1/4' 34 1/4' 7• a 5 486.0 11 3/16' :764 :76.0 :76.0 5 *8S5 17 3/16• :76.0 :76.0 * -76. 5 :860 23 3/16' :76.0 :76.0 :76.0 5 ±86.0 29 3/16' :76.0 :76.0 :76.0 5 *86.0 31 3/16' *764 176.0 *764 5 :86.0 35 3/16' :76. :761 +760 101/4• 16 1/4• 22 1/4• 00 1/4• 30 1/4• 34 1/4• 93' sN6 6 486.0 11 3/16' :76.0 :76.0 :764 6 :86.0 17 3/16' :76.0 :761 :76.0 6 :86.0 23 3/16' :76.0 :764 :76.0 6 !86.0 29 3/16• :76.0 :761 :76.0 6 :861 31 3/16• +_761 :76.0 :76.0 6 :86.0 35 3/16' :761Y_- ±764 :76.0 • OPERABLE PANEL 5457 10:ET AIAa1FA&,E REa1NNEa6MIa r1 • 0 PARENTHESIS INDICATES / 07 ANCHORS AT FRAME JAMB. Revision Notsa Revised to 0emply w/ 11518004 - 11/01 /05 Revtaed to *empty w/ 0801007 Al added laa la10d Mass 01/88 /10 Ae111and Nalt Poh*t Look 01/87/11 Reeked to oomply w/ 2010 P00 WS ON d 5501 NW 90th St. MEDLEY, FLORIDA 33188 {SC1�Tx5ySTTRxEls• xx. c.) (305) 696-8880 MINV ACPTIRRa @F 9PAEM, *WWINNM 51R00M8 ARB owe DOORS Draw *tom rag Mow Pant tWpmla dnWMaa rt roe 2 OF 8 50* APPROVAL I I IMPACT IPIRIOH ODOR I 0'4ii1 Nelson gram amw Dr Nelson Eraso 0174711 01 20 rmr /1R &"d& nts. "La Porte" Impact" French Out -Swing Door INAHAa a MoN4a 1°...^P F0-2003 Iee.Mwa 1..at •r 8' Edge �- stance SIDS 2212009 81118 L_J LOCK STILES WITH FLUSH BOLT L_J LOCK STILES WPPH TKO -POINT LOCK & FLUSB BOLT iNAT D GL:. S INTERIOR SIDE EXTERIOR SIDE TWO -POINT ILUL•TI -POINT VAX. OP t78 PSF MAX. OP - ±85 PSF OPTIONAL LOCK DETAIII 61 height A� ^,y ,}Law�p$Qs;r s X� 5/�16• TAPCON V/,, &MAY OOO, FIER SPACING/ B`Z OPTIONAL - DOUBLE BOTTOM RAIL DETAIL 41 Q `TYP EMBED PRODUCTREVISED vecomplylanakhthePlarlda DuedinsCode AeoepteoeNe l2-012 OPTIONAL BOLT ® BOTTOM $ALL t SEE DETAIL E3 FOR 501±17ING LOCATION 3 FLUSH BOLT & TWO -POINT LOCK LIMITATIONS: 1). MAX. DP - ±86 PSF W/ (4) Surface Botts & Moss Types A. 8, & C. 2i MAX. DP . *T6 PSF W/ 2 -Point Lock (acGre) +(2) Surface Baits DA treatise Revision Notes Ravinld to eomply a/ P802004 -11/01/05 Reeked to amply w/ F801007 & added Insulated Glass 01/22/10 Ashland Halt -PaMt Look 01/27/11 Revised to amply a/ 2010 VW •23 20 /a IN EMBED (TYP.) ANCHOR NOTES; 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET 4 OF 6 FOR INSTALLATION (5) OPTIONAL SILL 5/I)/6' TAPCON V/ ISIVNG E p�S SELOV FOR SPACING) MAtaial,LIZM DOORS 6 SIDELITES VITH THIS SILL TO BE 95 t /4• MAX. FRAME HEIGHT. THIS TYPE OF SILL IS LIMITED TO +/- 76.0 psF DESIGN LOAD AND MUST BE USED WHERE VATER INFILTRATION 15 NOT REQUIRED OR THE EXTERIOR OP051001 IS PROTECTED WITH AN EXTENDED CEILING OR ROD' OVERHANG GREATER THAN OR EQUAL TO THE FE1GHT OF THE WALL WHERE 'THE 2005 IS LOCATED. AWSO17 8301 NW 90th St. MEDLEY. FLORIDA 33188 (303) 698 -8880 MANVPACTURFR OF WWI' ALUMINUM WINDOW AND CLASS DO M � APP AL, Cow DIP I MUCH DOOR Rafted Slit Nelson Eramo 01 27 11 Dram sy` Nelson Erase 0112 8 i.e. 3OFe "La Porte" Impact" French Out -Swing Door 1 itemben FD -2003 Ilifttages Lwm 5/1/6' TAAPPCWIgV/ iSEEE REIS thi SPACING INTERIOR SIDE 9/16• TAPCON V/ itneta t ASPACING INTERIOR SIDE LOCK STILE INTERIOR SIDE LOCK STILE STILE JAMB UNIT WIDTH _1k_ MIN EMBE D EXTERIOR SIDE UNIT VIDTH EXTERIOR SIDE LJ EXTERIOR SIDE DITERIOR RIDE 5/16" TAPCON V/ 1 I/2' MIN E1GND. r -,°tii' NOTES FOR SPACING) E2 DUS1 "TYP • 5/16• TAPCON V/ SE NOTES FNQ SPACING LOCK STILE 14:163tPRUCK INTERIOR SIDE willowFlotk% ... N* la-o MI. 1/4• NAM. SHIN TYP. 1/4' MAX. SHm TYP. LOCK STILE IOU SIDE SkieUte Attachment Screw t 6 Screws 5 each wrote of Janos, 12 total per 9ldellte ) INTERIOR SIDE GLASS t- t EXTERIOR SIDE S INTERIOR SIDE 17' Roc af:. t hi j ght EXTERIOR SIDE R.vleion olan Revised to satnply w/ FROWN -II 1/05 Revisal to amply w/ 2807 & added Insulated Glass 01/22/10 Ashland Matt -Point lash 01/87/11 Revised to *omply w/ 2510 FOC 1 ," M TYP HUED y • -* 115/�16• TANNIN �VV/ tSEEE IN ALLATIAINA NOTES 2I25 SPACING) "mma _ sw Nelson Eras* hat N*loon Urea* D 18 INSTALLATION FASTENERS NOTE; "IX BUCK" MINIMUM REOUIRED FASTENER LENGTH HEAD: 5/18° X 3 1/2" Long TAPCON(*) SILL: 5/18° x 2 1/4' Long TAPCON(*) JAMIE 5/15° X 2 3/4° Long TAPCON(•) MULLIONS: 5 /18• X 2. 1/4' Long TAPCON(') (2) TAPCON DY 'ELCO° OR 'BDH.DEIC' "IL 661222210 RE015RED FAS1El L6240114 HEAD: SS5J/18° 18" X 3" Long TAPOON(•) JAMMR 6D/ ° XX 2211/4° Long TAPCONE( °) MULLION& 5 /16" X 2 1/4° Long TAPCON(*) 121 TAPCON RY "ELCD" OR "RUILDEX" NOTES: A1-'.PAatE / 1 t/2' MDr. EM5!2 '. AND 1/4' It21(..Ei12 SPACE. • ALL TAPCON LENGTHS 'L° SPECIFIED ARE 11ENINUMS ( SEE ELEVATION AT SHEET 1 of 8 FOR ANCHOR NAM. SPACING AND LOCATIONS ) 8501 Nal d MEDLEY, FLORIDA 33180 lttirr�rre>;e"T»Tatt1651. xrTC .) (305) 896 -8580 MAMUPACTURIN OF WARY ALUMINUM RINDOMB AND 0LA38 DOORS Ora 120* APPROVAL Gam ` UW*OT IRENCII R I 1 4 Of 6 "La Porte" Impact" French Out —Swing Door 0 Imo° Modav 20-2003 Imo° (I1'17LJI TRIEISt. INTO.) MEM.? UMW OD Nit s 304' Pi2FPN14 111 1/4 •� VEAL2RtI6P FACE OP - few D11E3 SILL SEALANT DETAIL NOTE MISER TO DE YOBBO OSLO TO ELL LIFT DEPTH UN --- LIVER PM-MOM/ / MILE DUMP LEFT .N*0 i DILL FRAME ASSEMBLY DETAIL SIa.L11E A1TAG8ENT 20111.1 MOW 8126301 238 ne . r FTWPe1L. .• ;tat it A1APr61[r - ` 3w „us MUM DIRE SIDELITE /JAMB ATTACHMENT DETAIL o a� WE DON IMRE STILE MEMO ROD 3/R' D!A 0000161. ♦'k 108E ATTACIO)(1 11 I mom Ammon 410 PKOPHIL. SCREW TN DETAILS HINGE ATTACHMENT WV PROM. MEM HOLD STILE ROTTON PANEL ASSEMBLY DETAIL LEFT NM HINGE LAAD TO DMIT STILE DM NUT VDSHER SCREWS DM ACCENT HOLE COVER INTERIOR SIDE 130 *Mdag Adapter we' WARMS DePt►( Laminated Mass by Dupont or or u " Types " ". "D° MSEE TABLE W/ CORRESPOND;.: GLAZING TYPE E =COPT�. } e wil t1t/44dRound EXTERIOR EIDE GLAZING DETAIL #1 0 e GLAZING TYPE & DESCRIPTIONS 983" 0/A Laminated Class by Du oat Glass Tye "A tree DESCRIPTION DETAIL 1 3/16' Armenled 2 .091' DuPont SSP 1nterloyer ant- - -� + -- 3 3/16' Arensled I 0466' -� .340° 0/A Laminated Glass by Tent - Glass Type "B" DETAIL j+_- 1/8' Meshed OBIT e 3 DESCOPTION 1/8' Arelealed MY DuPont PVB Interlo9Rr C .340" 0/8 laminated CMasa by Solutla - Class Type "C" DESCRIPTION 1/8' Heat - Strengthened 615as 2 MY Sallee WS UNn'loyer 1/8' Hoot-Strengthansd Sloss DETAIL r Rom Adapter 8/18" Laminated Oeas (SEE TABLE V/ C GLAZING TYPE a DESCRIPINB4O �ptnne *n�lated 11/88 ""Temp Glens Block - 1/4' Pt.NO. 812 -24-33 INTERIOR SIDE De•tb TruSao EXTERIOR GLAZING DETAIL #2 Ha CT AZTN1C 'TYPE & DESCRIPTION+ 340" 0/A Laminated Olaas by SWIM* Glass Type "O G160OF7WN 1/5' Heat - Strengthened 51oss 2 A90' SOW PTO Inter aytr 3 1/8' Bent- Strengthened Glass 4 1/4' INSULATED AIR SPACE 5 1/8' TEMPERED GLASS DETAIL O 4/ "Ma d- 03I .340" 0/A Laminated Glass by SoluUo - Glass Type "8 MRS DIP1ON DETAIL 2 I/O' Hest- Strengthmed Wass DO' !Want SEP Interlayer 3 1/8' Heat - Strengthened Moss 4 1/4' INSULATED AIR Ma 5 1/8' TEMPERED MASS 1U rA! k= r I114 ENS OR SELF TEED METAL STRUCTURE DRILLING SCREWS (SEE NOTES FOR SPACOMD es T rITIN ENE 01ST.Li(6063 -13 M MIAMI -DADE NM TYPWST • A 1/4' MAX. SHIM TYP. 114 516 OR SELF NULLING SCREWS II10 RETAL STRICTURE MBEE NOTES FM SPACING) 1' E082 DIST. 4� 1 I /4' MIN 6091: DIST X�5/116' TAPCONV/ 7p CSEE NU ES MDMIMACINHi) ' CONC. TO RE 3 RSI MIN.) :.s4r0. 1/4' 208. SHIM TYP. TAO PRAM ON LSRAME MAE (TYP.) 1 (Py " 835 KM MIN.) STEEL Isst GOURD( TODE 20.8*6D ORPAI 1/4' MAIL SHIM TYP. 5/16' ELCO TAPCON V/ 1 1/2' MIN EMBED. (SEE NOTES FOR SPACING) iiprAwig 2(P.T.1 'WIZ ME 29) 1/4' MA2. SHIM TYP. ; ,1- "_ _ 's V O L • r14 ! N itILINIVAP" t9�DIAMA m Pal 1 =t NW/ + ++ ass 1 ASSEMBLY DETAIL 2 DATE PRODUCTREVIMM as 4omplyleg with Om Flotida Ruildbmeddo No .011721 Reolaton Notes Weed 1. comply V -It 01 QB Revised to comply w/ FR C2007 & added Insulated Maas 01/22/10 Ashland Melt -Potal Look 01/27/11 Revised to comply w/ 2010 28C Itau.d Nekton Eras* 0 27 11 8remn e3a Nelson Braso 01/80/18 LAWSON 8501 NW 90th St. MEDLEY, FLORIDA 33188 (305) 696 -8660 1UANORACPORBR OF 4IMWT' ALONINNN WINnOWS Lee MASS 01023 O �A°' as. !hoe I IDa' '"a N APPROVAL! INPACT F RR 5 Go ( "La Porte" Impact" French Out -Swing Door Beaks ILLS. /54 NAMUR 1°1°10bg Number. F0-2003 It4mdm Optional Multi —Point Locks ( +/- 88.0 peal DP) ActIse Lock ASHLAND 01,15110- STA:T5 HANDLE 8 TRIMS00 ASHLAND 0V5201A -A Passive Lack ASHLAND 11W3110- STPAS4 HANDLE IL TRINSET ASHLAND 0V5201A -P FLUSH BOLT AND OO TW0 -POD4? LOCK ANGLE GUIDE gFD -827 -1 1,500 *124 I 1.500 INACTIVE- PANEL 47 ANGLE GUIDE 1 1 /2" LONG BFD --1 1 1/2° -1I-1 /8° 81115111E PANEL OALUMINUM PLATE 2" LONG #HC -002 STAINES) STEEL 02.T NO OH 3• ILA 022 M/- 664 ps %I INACTIVE -PANEL 19 FLUSH 0011 I@1IC -00l 576 -11-- .075 17 I- 1259 GLAZING ADAPTER .062 119 •730 2.031 -1 O11 MACE LEAP OL. -908 65 1.250 545 HALF ROUI4D 42 FALSE MUNTIN #L-913 QUARTER ROUND 26 (11/10 BEAD #FD-634 ()QUAQUARTER ROUND RTER BEAD flL -912 - II57o D II 060 35 5 T .656 .6 ()QUARTER ROUND V (1/4°) BEAD pL -911 1:- Lo.198 T J 0 RAIL 60621ER #L -909 Flexible NINA HMI Gentoes12 on -Teem PWtpa. bu. M. F14lC RUWC CompmmdNo. 7200.78 PHYSICAL Bmon0rIlonio ®A ".IDwa SOTedty TemtleStemg04P0i UNI ato liloalab0.% Maluku IV 122%BlengaOOT,PSI AMR 1V. 75 D-2240 149 0.792 1640 13.636 340.0 0.636 765.0 D638 31.0 2.746 1mpRrO R. FPVC 1m Ca wundNo.7127 -15 4.000 1.75 4.502 OFRAME SILL #L-9o2 rtale ---I 4.500 .063 4 JAMB ADAPTER #L-904 PANEL TOP & O smote RAIL O3 FRAME JAMB #L -903 4.348 6.079 .1 0.052 4.066 FRAME HEAD SHEAR PLATE .:. #L -916 PHYSICAL WWI NO. DummYrlladuea °A ",10 no 75 03240 Speak Gratify 1.45 2.792 Teav0oString0,PST 1640 Dail Ullimeo ffieasaloA %. 325,0 0.638 MalxL6(3100%131oasaieo,PN 765.0 0-430 ImpeBx6tknom, -30.0 .2.746 t.Y400 . 119111119/4, . A 11l= 1. ALL DIMENSIONS SPECIFIED ARE IN ]NODES 2. SEE ELEVATION AT SHEET 1 OF 0 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS PRODUCER/WISED as mostlyl*S with the PWdda Bncop NCeND wd %i23 Ada° rslrr�� f /2013 2888 U 4. 4$ FRAME IOW Sill. @L, -918 mNOT& REFER TO DETAIL °D3' AT SHEET a 3 OF 6 FOR ADDITIONAL NOTES AND LIMITATIONS. DENMAN Notest Rnvlasd to amply w/ 111I2004 - 11/01/05 Revised to comply w/ 1602007 & Wad insnhtad Otsm 01/08/10 Ashland Melt -Point Look 01/27/11 Revised to comply w/ 2010 FOC Roust np Neon Erato Nmom On Nelson @rasa &01 1 /s 0122;12 amt.) mks. LA WS oN (YATiiiJerrrLiEET. 8501 NW 9010 51 MEDLEY. FLORIDA 33168 (305) 696 -8880 NANOPACTOROR OOPdWAY MI NINMN MOM AND 8149 00008 ti0e APPROVAL IAr! Nom 1 01PADI i F 0008 IRON I 0 07 6 "La Porte" Impact" French Out —Swing Door Ae.T Numb= t limmtm FD -2003 (aw86" [NO ry" Appr-,,,w is for design hereon only. Contractor Is responsible for all corrections h.fic,-4ect for di men sions, quantities, fabrications, construction :::,-,:tini gir...s and co-ordination with other contractors and rpue-----' .i.i..!:-.:. ::.:3.7fors. Approval does not authorize chartges to the contract 14,11,,„ APPROVED Cl APPROVED AS NOTE0 0 DISAPPROVED 0 FIEVISE AND RESUBMIT 0 SUE1141/1" ADDITIONAL COPIES CHECKED BY 4e, BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) T industries, Inc. 70 Technology =Drive *PI! 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 BNC - 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. BNC 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: Se ies "HR 710" Aluminum Horizontal Sliding Window - :I APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "D" dated 06/20/2011, prepared by PGT Industries, Inc., dated 06/29/2011, signed and sealed by Robert L. Clark, 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. MISS LI$OACT`RATING: Large and Small Missile Ii LABELING: : Eacii. unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the u$er by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 07- 0815.09 and consists of this page 1, evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P. E., M. S. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.rtov/bufldinq MIQMI.D ' * UNTY APPROVED 8/to 11 NOA No. 11-0630.02 <, Expiration Date: December 21, 2010 ;:Approval Date; August 11142011 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact ", sheets I through 11 of 11, dated 02/28/2006 with the latest revision "D" dated 06/20/2011, prepared by POT Industries, Inc., dated 06/29 /2011, signed and sealed by Robert L. Clark, 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/I8/2007, 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. FTL -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) E -1 elmy A. Makar, P. E., M. S. BNC product Control Unit Supervisor NOA No. 11- 0630.02 Expiration Date: December 21, 2016 Approval Date: August 18, 2011 PGT Industries, Inc., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. Complies with ASTM E1300-98/ 02 (Submitted under previous NOA No. 07-0815.09) D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10 -0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacitee PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. 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. 2. 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) 3. 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 under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 07 -0815.09, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window -- L.M.I. ", approved on 01/03/2008 and expiring on 12/21/2011. E -2 1 ,�., elm Y A. A Makar, P. L, M. S. � . > BNC— Product Control Unit Supervisor NOA No. 11 -0630.02 Expiration Date: December 21, 2016 Approval Date: August 18, 2011 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. 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. 516" 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 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C. 5/16" LAMI CONSISTING OF (2) LITES OF 118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16" LAMI IG: (1) UTE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 6/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/18" OR 3/8" AIR SPACE AND 5/18" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER I. 13/16" LAMI K3: (1) LITE OF 1/8" OR 3118" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16° LAMI IG: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16° LAMI CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13118" LAMI 1G: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 3/16" OR 1/4° AIR SPACE AND 718° LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: Q, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 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 33 1/3% 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 -4858, FTL -4859 AND FTL -5330. 91.00 TEXTRON NOA: 04. 0721.01, 03- 0226.05 ANSI/AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY A HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED 1.Q. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 6 PARTS LIST 6 EXTRUSIONS. 7 CORNER DETAIL 5 ANCHORAGE 8.11 PRODUCT AVM!) as complying with OhoPlotida Building Cad* AotaptanwNO 7 i • 0 (oaOs02 Lbcp . ,n Date VIII A 2014, L✓ duct nim1 weans J.R. nw 0120111 R"Nans D ADDED U3 CAP TO BE TEMPERED @ +30FT NO7E. Rendiro F.K natio 4/1WW07 wvai"e: ADD FIL -5330 TO NOTES 75 CHG. NOTE 8TOCURRENT EDIT. wedito Flt net• F.X. 10/17/06 228108 Residante 8 en°awaes J.J. CHANGE TO ASTM E 1300.02 3/23108 1070 TECHNOLOGY DRIVE NOKOMIS, FL 3427S P.O. EQX 1629 • NOKOMIS, FL 34274 PST Visibly Better aworsn GENERAL NOTES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR71O Soec NTS &s1 a 11 ow. 4127 -10 D 1/2" NOM. GLASS BITE 1/ I 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 63,64,65 EXTERIOR INTERIOR E> (ALL SECTIONS) +— 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/16" LAMINATED 6/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI 1G GLASS W/ 5/16" LAMI 3116" ANNEALED OR HEAT STRENGTHENED GLASS —+ .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS • 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8» or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI AFOR 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. PRODUCT REVISED as complyhig with NI Florida Butldlug Code Mope= No `I -ob3 allots 2» I �l /� Rend By, .LR. bar 8120/11 Roylelocrr D ADDED 10 CAP TO BE TEMPERED (gj+30FT NOTE. Rondly, F.K. F.K Mon 8y: F.K. Agee 4/16/07 Date: 10/17/06 2!281!0 wm.xn 0 a10Ynp 8 r,L NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3/23/06 1070 TECHNOLOGY DRIVE NOXOMIB, R.34276 P.O. BQX 1828 NOXOMIS, FL 34274 Phi' Visibly Better GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT satnebmc HR710 Full 2 11 B,®4Bla 4127 -10 D Clark, P.E. PE 639712 Structural TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) ! ^ FOR INSTALLATION IN THE HVHZ ABOVE 30 FT GLAS8 TYPES G - F1 GLASSTYPE TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR NCHANGEDN WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" $n_1 ";. 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +80.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0, -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 - 56.2 6� A,B,G,H +60.0 -60.0 +60.0 -60 0 +6Q. ._ ,; 0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 _.-- +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -61.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,1 +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" ,BC, ABC' +60.0 -60.0 TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 383/8" 48" 505t8" t 54" 60" Ba° A,B,G,H +75.0 75.0 +75.0 -76.0 *750 (? +75.0 -75.0 `" *75.0 275.0 +75.0 -75.0 +75.0 -75.0 X76.0 470 PRODUCT REVISED as complying wall WsWorlds Coda ot I1 - O.a 66" A,B,G,H +76.0 -75.0 +75.0 -76.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75,0 -75.0 +75.0 :75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74� � A,B,G,H +750 -75.0 +75.0 -75.0 ;4760 G` "' +75.0 -750 t.'? ,, ^'75;0 +75.0 -75.0 +68.1 -66.1 `': wa i; 8 TO 74" C D E,F I,J,K, L +75.0 -5. Mpit onDato 20/4 GLASS TYPES: TEST REPORT FTL-4858 {XOX), FTL-4859 (OX & XO) AND FTL -5330 siriang a Control A. 5/16" LAM! - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAM!- (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8"A) H. 13/16" LAMI IG -1/8" OR 3116 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8 "HS) L 13/16" LAMI lG -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1 /8 "HS) J. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3116 "HS) L 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16 "HS) s-^''� /// G Zf // ,matt L. Clark, P.E. PE @39712 Structural J.R. 8/20/11 �D ADDED ID CAP TOHE TEMPERED (� +30FTNOTE 1070 TECHNOLOGY DRIVE NOKCA0S,FL34270 P.O.BQX 1828 NOKOMS, FL34274 DESIGN PRESSURES Roodait F.JG tram: 4/13/07 Ws.. C ADD INTEGRAL RN OPTION & UPDATE ASTM E 1300 -020Pa 15*, ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rend Bp F.K 10/17100 Rambo B REVISE DP TABLES TO ACM E 1300.02 Visibly Better HR710 am NTS set 3 a< 11 ay.xea 4127 -10 D a. nFJ ?28/00 e�JJ. ay. 323/08 I 27 3/8" MAX. DLO VENT 64 5116" MAX. DL0 FIXED 51 DL Fl LI 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4 -1/2 -114) JO 474 I4J MM. DLO FIXED J .11-• .11-• DLO VENT C o 51 DL Fl LI 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4 -1/2 -114) DETAIL A - OX OR XO IE E 0. 27 318" 27 3/8" MAX. DLO MAX. DLO VENT FIXED LI 857/16 "MAX. WIDTH I.F. FRAME ----. — 867/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3 -1/3 -113) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL .F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) RODUCT REVISED 4s complying with the Florida Building Code F,aplpdanData tat net Control Raeaan tad. J.R. 6 .O 11 0 meat, cote Radii FJC 4/15/07 NO CHANGE TH/SSHEET eqr 'f -71 ( n.1LT, VI, ''-lrd- CON = -' ' T/ON AIL - •,. . 6. Rood PA Dew irekicav FJC 10117/06 0 NO CHANGE MI8SHEET aromas Date mmmer- awe FJC ?/28/06 J.J. 3/23/06 10707EONNOLOGY ORIYE NOKOMIS, F134276 P.O.6QX 1620 NOKOMIS, M.34274 �T VW* Rater ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT duie IlR710 NTS, 4 all 4127-10 I0 Robert L. Clark, P.E. PE 939712 Structural JO 474 I4J MM. DLO FIXED J .11-• .11-• DLO VENT C 63" M FLAN FRAI AU COW ep A fib" MAX. DLO VENTS ALL 62" I.F. FRAME ALL CONFIG. { A 3/8" AX. 3 ALL XED TES / O — 1 / /J% / X — C + WIDTH I.F. - 73" MAX. FRAME --...4 74" MAX, WIDTH FLANGE FRAME DETAIL A - OX OR XO IE E 0. 27 318" 27 3/8" MAX. DLO MAX. DLO VENT FIXED LI 857/16 "MAX. WIDTH I.F. FRAME ----. — 867/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3 -1/3 -113) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL .F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) RODUCT REVISED 4s complying with the Florida Building Code F,aplpdanData tat net Control Raeaan tad. J.R. 6 .O 11 0 meat, cote Radii FJC 4/15/07 NO CHANGE TH/SSHEET eqr 'f -71 ( n.1LT, VI, ''-lrd- CON = -' ' T/ON AIL - •,. . 6. Rood PA Dew irekicav FJC 10117/06 0 NO CHANGE MI8SHEET aromas Date mmmer- awe FJC ?/28/06 J.J. 3/23/06 10707EONNOLOGY ORIYE NOKOMIS, F134276 P.O.6QX 1620 NOKOMIS, M.34274 �T VW* Rater ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT duie IlR710 NTS, 4 all 4127-10 I0 Robert L. Clark, P.E. PE 939712 Structural INTERIOR 1 �— MAX. FIXED DLO -1 MAX. WIDTH (FLANGE FRAME) MAX. HEIGHT FLANGE FRAME EXTERIOR INTERIOR SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) k— MAX. FIXED DLO --- 1 MAX. VENT DLO MAX WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR SECTION C-C SILL INTERIOR (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) HEAD (VERTICAL SECTION, I.F. FRAME) PRODUCT REVISED as comptyieg with the Florida Building Code Acceptance Nol . �2. Exphption Dote Ey Centre! Ansi Iffy: J.R. Dag 6120/11 RarrBoe D NO CHANGE TH1SSHEET Rw>rdtt F.IL mte: 4/16107 it rams 0 ADD INTEGRAL FIN FRAME, ITEMS 4f, 42AND4SAND VIEWS. FJC uamm FJC Oak 10H7A78 Ddr 2/2108 Thwetoret 8 NO CHANGE 77118 SHEET t2,ectmd6y, J.J. 9f23/08 1070IECHNOLOGY DRIVE NOKOMIS, M.34278 P.O. BQX1628 NOKOMIS, 8.84274 Bdr SECTIONS Vtslbbt Better ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 6rLa36det Itbserk HATfO I Half I 5 a 11 4127 -10 Robert 4 Ctadc, P.E. PE 038712 Structural ITKVI DWG# REV DI1SC1UPTION MAT'L PCT# ITEM DWG# REV1 DESCRIPTION 1 MAT'L 1 PGT# n 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 66 GLASS 13/16" LAMI 104/8"A (MIN.), 3/8"A IR SPACE, 5/16" LA MI (1/8"A, .090 PVB, 1/8"A) 1 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063-T5 AL 612244 67 " 13/16" LAMI 10.1 /8 "A (MIN.), 3/8" AIRSPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 2 #8 X 3/4 P11. PAN HEAD 7834AA 68 13/16" LAMI l0 -1 /8 "A ( MIN.), 3/8" AIR SPACE, 5/16" LAM! (1 /8 °HS, .090 PVB, 1/8"HS) 3 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 69 " 13/16 " LAMI 103116 "A( MIN.), 5 /16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 4 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 70 " 13/16" LAME IG3/16 "A (MIN), 5/16" AIR SPACE, 5/16" LAMI (I /8 "A, .090 PVB,1 /8°HS) 6 4137 4131 71298 SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER 6063 -T6 AL 6063 -T6 AL POLYPROP. 64137 64131 71298 71 " 13/16 " LAMI IG- 3 /16 "A( MIN.), 5 /16" AIR SPACE, 5 /16 "LAM1(1 /8 "HS,.090 PVB, 1 /8"HS) 7 72 " 13/16" LAMI 10.1 /8 "A (MIN.), 1/4" AIRSPACE, 7/16° LAMI (3/16°A, .090 PVB, 3/16"A) 8 73 " 13/16" LAMI 10.1/8 "A ( MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 10 74 75 76 " " 13/16" LAME IG•1 /8 "A (MIN.), 1/4" AIRSPACE, 7/16" LAMI(3/16 "1S,.090 PVB, 3/16"HS) 13/16" LAMI l0 -3/16 "A (MIN.), 3/16" AIRSPACE, 7/16" LAME (3/16 "A, .090PVB, 3/16 "A) 13/16" LAME 10.3/16 ( MIN.), 3/16" AIRSPACE, 7/16" LAME (3/16 PVB, 3/16 "HS) 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGE 6063 T6 AL 612225K 612225 14 4134 GASKET' FOR MAIN FRAMESILLJOINT ? 77 "A °A, .090 13/16" LAMI 103116 A (MIN.), 3/16" AIR SPACE, 7/16° LAME (3116 HS, PVB, 3/16 "HS) 15 1155 48 X 1.000 QUAD PN. SMS 781PQA 90 1014 SCREEN ERA ME(HOR. & VER.) .090 3105-H14 AL 16 4110 0 SCREEN ADAPTOR 6063 -T5 AL 641100 91 1630 SCREEN CORNER KEY W /R1NGS POLYPROP. I7 4054 B FIXED MEETING RAIL 6063HD•T6AL 64054A 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 19 4066 WSTP.,.187 X .230, FIN SEAL 640660 93 1073 SCREEN SPRING ST.ST. 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 94 1624 SCREEN SPLINE - .135 DIA. FOAM P34 PVC 22 1683 W STP,.250 X .270 BACK, FIN SEAL 616830 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 23 225-1 ROLLER HOUSING & GUIDE 42112HD 96 SCREEN CLOTH 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 2.710 29 32 4006 D SASH MEETING RAIL 6063HS-T6 AL 64006 33 1235 WSTP,.170 X .270 BACK, FIN SEAL 675160 35 1096 SWEEP LATCH • DIE-CAST 71096 • 36 1016 #8 X .625 PH. FL SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 2.624 38 1683 7070 W STP.,.250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X .275 6I683G 67070K 39 40 LIFT RAIL COVER CAP 74078"C" L OR R 41 I.F. RAME HEAD . #4139, 8083 -T6 41 4139 I.F. FRAME HEAD 6063-T6 AL 64139 42 4140 I.F. FRAME SILL 6063-T6 AL 64140 asps cOomp yt rwiw Roads BuilUng No 1%— Cprpraa. n ..,,.. Data Y't�)I 491tp g .,.rw / /1 43 4141 1.F. FRAME JAMB 6063-T6 AL 64141 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 2.784 53 4039 B GLAZING BEAD -5/16" 6063 -T5 AL 64039B .082 54 4044 B OLAZINGBIAD -5/16" W /GRILLKIT 6063-T5 AL 644703 3152 55 4222 A GLAZINGBEAD -7/16" 6063 -TS AL 64222 985 C GLAZINGBEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 1.988 Gam- '� 0f1 t Robert L. Clark, P.E PE 1K18712 Structural 56 59 4067 GLAZING BEAD- 13/16" 6063 -T5 AL 64067 43 I.F. FRAME JAMB 60 GLASS, 5/16' LAMI (1/8" A, .090 PVB, 1 /8" A) " 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) #4141, 6063 -T6 61 62 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 " " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAM1 (3/16" A, .090 PVB, 3/16" HS) 42 710 F. FRAME SILL 64 65 " 7/16" LAM1 (3/16" HS, .090 PVB, 3/16" HS) #4140, 8083 -T6 J.R. 6/20111 a D ADDED wimp TO GLASS TYPES 107oTECHNOLOBYDRNfl NOKOMIS,FL34278 P.C. BQK 1529 NOKOMIS, FL 34274 P PARTS aaa"eyr FA fl 4H6/07 C ADD ITEMS 41, 42843 n" ALUM. HORIZONTAL ROLLER WINDOW, IMPACT FIC 10H7/06 Ds* 2!28/06 a B By J.J. NO CHANGE THIS SHEET Date I 3.23/06 Visibly Better 8a6v6fottl: HR710 6uF: NTS Blast 6 .1 11 '' 4127 -10 "" D Dim Or FJC O FLANGE FRAME HEAD #4102A, 6063-T6 L. - ►•{I- -.002 .490 11 Tk- 1.451 --►4 Q SASH STOP #4025, 6063-T5 .062 Li.348� 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 ral 1.096 1 ' 1 54 GLAZING BEAb, 5/16" #40448, 6063-T5 (USED W! GRILL KIT) 6 FLANGE FRAME SILL #4136, 6063-T6 .061 .437 I� 1.461 O HORIZ. ROLLER TRACK #4131, 8063 -T8 2. -►{ 1.081 k- 32 SASH MTG. RAIL #40080, 6063HS-T8 1.187 .678 1.098 T 55 GLAZING BEAD 7/16" #4222A, 6063-T5 62 1.187 .--• .062 { ! 3. 80 n FRAME SILL ADAPTER ��.. JJ #4137, 6063 -T6 .513 - IJ .738 O SASH STOP COVER #4053, 6083 -T5 I'•' -- 2.784 -�j 1.363 13 062 FLANGE FRAME JAMB #4002A, 606346 17 FIXED MEETING RAIL #40548, 6063H0-T6 37 SASH SIDE RAIL #4126, 6063 -T5 .05087 8 •-x^ 1.115 1 - 56 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) .675 1.096 1 1-T 53 GLAZING BEAD, 5/16" #40398,8083 -T5 .883 .050 -4 - 1 59 GLAZING BEAD, 13/16" #4087, 6083-T5 1.097 PRODUCT RMVIS130 as complyln4 with the 9u 11•Ftoidd 8uitdiug Cade Qr3 ?.OZ ApranoN r Z914, 13 mud Dewar J.R. ba c 6/20111 mesbm 0 NO CHANGE THIS SHEET Raved FJG Road By: FJC F.K. 4/15/07 Data: 10117/06 X8/08 Reelsbav c c 8 aeon dee J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 123108 1070TEOHNOLOOY DRIVE NOKOMIS, FL 34275 RO. SQX 1628 NOHOMIS. FL 34274 Pc7 Visibly Better EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Half a 11 treats Ma 4127-10 fi Robert L. Clark, P.E. PE 1139712 Structural ANCHOR QUANTITIES, XOX (1/4 -1/2 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G6) ANCHOR TYPE> & SUBSTRATE 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 ZONES ZONES TONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL HEAD & SILL HEAD & SILL m HEAD & SILL -, 0) m 2 HEAD & SILL n m m g HEAD & SILL ' m 2. GLASS TYPES: m D A. 5/18" LAMI - (1/8"A,.090,1/8" A) .� B. 6/18" LAMI - (1/8" A.090, HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND 53.125 x 38.376 48.000 50.825 54.000 80.000 83.000 1 +1)2 +1+02+1 2 1 +1)2 +1 +1)2 +1 2 1 +02 +1 +1)2 +1 2 1 +02+1 +02 +1 2 1 +02+1 +02+1 2 1 +02 +1 +02+1 C. 5/18" LAMI - (1/8" HS,.090,1/8" HS) 2 D. 7116 LAMI - (3116" A,.090, 3/18" A) ANCHOR QUANTITY REMAIN UNCHANGED, 1 +C2 +1 +C2 +1 3 1 +1)2 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +1)2 +1+02 +1 3 1 +02 +1+02+1 3 E. 7/18" LAMI - (3/18"A,.090, 3/18" HS) 1 +02 +1 +02 +1 3 1 +02+1+C2 +1 3 1+02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1+02 +1 +02+1 3 G.1311 "LAMI10(3/18°1-16,.090, OR /36"8 (MI G. 13118° LAMI IG -1/8" OR 388° A (MIN.), 5118° OR 3/8" SPACE, 5/18" LAMI - (1/8°A,.090, 1/8" A) 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +C2 +1 +1)2 +1 3 1 +02+1 +C2+1 3 1 +02 +1+02+1 3 H.13/18" LAMI IG - 118" OR 3/18" A (MIN.), 5118" OR 318° SPACE, 5/18° LAMI - (1/8"A,.090, 1/8" HS) 1 +1)2 +1 +1)2 +1 3 1+02+1+C2+1 3 1 +02+1 +02 +1 3 1+02+1 +02 +1 3 1 +02 +1 +1)2 +1 3 1 +020+02+1 3 I. 13!16" LAMI 10 - 1/8" OR 3116" A (MIN.), 5)18° OR 3/8" SPACE, 5118° LAMI - (1/8" HS,.090, 1/8' HS) J. 13/18" LAMI 10 - 1/8" OR 3/18"A (MIN.), 3/18" OR 1/4" SPACE, 7/18° LAMI - (3/18" A,.090, 3/18°A) 1 +1)2 +1 +C2+1 3 1 +02 +1 +C2+1 3 1 +02 +1 +02+1 3 1+C2+1 +02 +1 3 1 +02+1 +02 +1 3 1 +03 +1 +03+1 3 K. 13/18" LAMI 10 - 1/8" OR 3/18" A ( MIN.), 3/18" OR 1/4" SPACE, 7/18° LAMI - (3/18" A,.090, 3/18" HS) 60.000 x 38.375 48.000 50.825 54.000 80.000 83.000 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +1)2 +1 2 1 +02 +1 +02+1 2 1 +02 +2 +02+1 2 L. 13118° LAMI 10 - 1/8" OR 3118° A (MIN.), 3118" OR 1/4" SPACE, 7118" LAMI - (3118° HS,.090, 3118" HS) 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +1)2 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +2 +1)2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02+1 3 1 +C2 +1 +C2+1 3 1 +1)2 +2 +02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +1)2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +1)2 +1 3 1 +1)2 +1 +1)2 +1 3 1 +1)2 +1+02 +1 3 1+C2 +2 +C2+1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 1 +1)2 +1 +1)2 +1 3 1 +1)2 +1 +02 +1 3 1 +02+1 +1)2 +1 3 1+02 +1 +1)2 +1 3 1 +02+1 +02+1 3 1 +03+2 +03 +1 3 ZS 314° MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 1 +1)2 +1 +02+1 3 1 +1)2 +1 +1)2 +1 3 1 +02+1 +02 +1 3 1 +02+1+02 +1 3 1 +02+1 +02+1 3 1 +03+2 +1)3 +1 3 TABLE KEY: 74.000x 38.375 48.000 50.625 54.000 80.000 83.000 1 +02 +2 +C2+1 2 1 +1)2 +1 +1)2 +1 2 1 +1)2 +2+02 +1 2 1 +02+2 +02 +1 2 1 +02 +2+02+1 2 1 +1)2 +2 +1)2 +1 2 X O X 1 +1)2 +2 +1)2 +1 1+02 +2+1)2+1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +1)2 +2 +02 +1 3 1 +C2 +2+02 +1 3 1 +02+2 +02 +1 3 1 +C2 +2 +C2+1 3 1 +1)2 +2 +02+1 3 1 +1)2 +2 +1)2 +1 3 1 +1)2 +2 +02+1 3 1 +02 +2 +1)2 +1 3 11 +C3+4+03+1 3 I .-- ANCHOR QUANTITY PER JAMB 3 HEAD AND SILL ANCHOR QUANTITY. 1 +1)2 +2 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +2+02 +1 3 1 +1)2 +2 +1)2 +1 3 1 +02 +2 +02 +1 3 1 +03+2 +03+1 3 A CLUSTER OF(3)ANCHORS CENTERED AT R AE E RAIL EV) 1 +02 +2 +1)2 +1 3 1 +1)2 +1 +1)2 +1 3 1 +02+2 +02 +1 3 1 +02 +2 +1)2 +1 3 1 +1)2+2 +02+1 3 1 +1)3 +2 +03 +1 3 ANCHHOOR AT EAACH CH OPERABLE VENT 1 +1)2 +2 +1)2 +1 3 1 +02 +1 +02+1 3 1 +C3+2+C3+1 3 1 +03+2+03 +1 3 1+C2 +2 +02+1 3 1+03 +2 +03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.000x 38.375 48.000 60.825 54.000 60.000 83.000 1 +02 +2 +02 +1 2 1 +1)2 +2 +1)2 +1 2 1+02 +2+02 +1 2 1 +02+2+02 +1 2 1 +02 +2 +02 +1 2 1 +02 +3 +02 +1 2 (12) ANCHORS TOTAL AT HEAD AND SILL. 1 +1)2 +2 +C2 +1 3 1 +02 +2+02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +03 +3 +03 +1 3 (3" MIN. O.C. ANCHOR SPACING) 1 +02+2 +1)2 +1 3 1 +1)2 +2+02 +1 3 1 +C2+2 +C2 +1 3 1 +02+2+02+1 3 1 +02 +2 +02+1 3 1 +03+3 +1)3 +1 3 1 +1)2 +2 +02 +1 3 1 +1)2 +2+02 +1 3 1 +02+2+02 +1 3 1 +02 +2 +02+1 3 1 +02+2+02+1 3 1 +04 +3+04 +1 3 l 125 3/4" max. -.-1 1-+-3" MIN. PRODUCT m R70r the Florida A CV° 11 (C7.Os' uxp " "0�e r `2.016 By a.�.• r /.I ./ 1 +02 +2 +02+1 3 1 +1)2 +2 +1)2 +1 3 1 +1)3+2 +1)3 +1 3 1 +C3 +2 +1)3 +1 3 1 +02 +2 +02+1 3 1+0.4 +3 +04+1 3 _1.- 1 151 y X 1 1 I 1 151 O 1 X "- 1 +02 +2 +1)2 +1 3 1 +02 +2 +02 +1 3 1 +1)3+2+03 +1 3 1 +03+2+03+1 3 1 +02 +2 +C2 +1 3 1 +C4 +3 +1)4 +1 9" REF, 3 106.375x 38.375 48.000 50.625 64.000 60.000 83.000 1 +02 +2 +02+1 2 1 +02+2+02 +1 2 1+02+3+02 +1 2 1 +1)2 +3 +02 +1 2 1 +C2 +3 +C2+1 2 1 +02 +4 +01 +1 2 _- 1 +02 +3+02 +1 3 1 +1)2 +2 +02 +1 3 1 +03+3 +03 +1 3 1+03+3 +03+1 3 1 +02 +3+02 +1 3 1 +1)3 +4 +1)3 +1 3 MTG. RAIL, TYP.- (3) ANCHORS 1 +1)2 +3 +1)2 +1 3 1 +02 +2 +02 +1 3 1 +03+3+03 +1 3 1 +1)3 +3 +03 +1 3 1 +1)3 +3 +1)3 +1 3 1 +03 +4 +03 +1 3 EXAMPLE CLUSTER W/ QTY. OF 1 +1)3 +3 +03+1 3 1 +02 +2+02 +1 3 1 +03+3+33 +1 3 1 +03+3 +03+1 3 1+03+3+C3+1 3 1 +1)4 +4 +04+1 3 (SHOWN IN TABLE KEY ABOVE) 1 +1)3 +3+03 +1 1 +03+3 +q +1 3 1 +02+2 +02+1 3 1 +1)2 +2 +1)2+1 3 1 +04 +3+04 +1 3 1 +04 +3+04 +1 3 1 +04+3+04 +1 3 1 +003 +3+04 +1 4 1 +C3 +3 +03+1 4 1 +04+3 +04+1 3 1 +04+4 +04 +1 3 1 +1)5 +q +1)5 +1 3 3 26 314" MAX. t2. '- 111.000x 38.376 48.000 50.625 54.000 80.000 63.000 1 +02 +3 +02+1 2 1 +02 +2+02 +1 2 1 +02+3+01 +1 2 1 +02+3+02+1 3 1 +1)2 +3+C2+1 2 1 +02+4 +02 +1 2 112" TYP. �I I�--3" M1N. 1 +1)2 +3+02 +1 3 1 +1)2 +2+02+1 3 1 +1)3 +3+03+1 3 1 +03+3+03 +1 3 1 +02 +3+02+1 3 1 +03 +4 +1)3 +1 3 9" REF. 1 1511 t t 1 I 11 1 1 X / G Zy `/ Robert L. Clad, P.E. PE 838712 Structural 1 +02 +3 +02 +1 3 1 +1)2 +2 +1)2 +1 3 1 +03+3 +03+1 3 1 +03 +3 +03+1 3 1 +1)3 +3+03+1 3 1 +03+4+03 +1 3 X 0 1 +1)3 +3 +03 +1 3 1 +02+2 +02 +1 3 1 +03+3+03 +1 3 1 +03+3+03+1 3 1 +03 +3+03+1 3 1 +04 +4 +04 +1 3~ 1 +03+3+03+1 3 1 +02 +2+02 +1 3 1 +04 +3 +04 +1 3 1 +1)4 +3 +04 +1 4 1 +03 +3 +03+1 3 1 +C4 +4 +C4 +1 3 MTG. RAIL, TYP. -, 1 +03+3 +03+1 3 1 +1)2 +2 +C2 +1 IQ CAP TO BE TEMPERED 3 1 +04+3 +1)4 +1 . *SOFT NOTE 3 1 +04 +3+04 +1 4 1 +C4 +3+04 +1 3 1 +C6 +4 +C5+1 4 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS J.R ej Oafs: all �` 0 ADDED N HORAGE SPACING, XOX 9/41/2 -1/4 Rend8p FJG � 4/15/07 R.p.+o, C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ. 1070 TECHNOLOGY MYR NOKOMIS, FL 94276 .� j� reu ALUM. HORIZONTAL ROLLER WINDOW, IMPACT WNW 13y: F.K pmiey; F.K Dale 13/17/08 Date yp8/p8 8 Cnedadflp J.J. REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Day. I Q8 P.O. BQX 1920 NOKOMIS, FL 34274 Visibly Better l,0l d,c HR710 e0tl1d NTS �eptr 8 d 11 °ppi1p°F' 4127 -10 �" D ANCHOR QUANTITIES, XOX (1/3- 1/3 -1/3) WINDOWS TABLE 5 NOTES: 1. ANCHOR TYPES: 1 • 114" ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3- #12 STEEL SCREWS (G6) ANCHOR TYPE> & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, 1. 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL m HEAD & SILL m HEAD & SILL HEAD & SILL to HEAD & SILL 2 :1 HEAD & SILL m 2. GLASS TYPES: D A 5/16' LAMI - (1/8" A,.090,1/8' A) B. 5/16" LAMI - (1/8" A,.080, 1/8" HS) FOR INSTALLATION IN THE 1-1VH2 ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 48.000x 38.376 48.000 50.825 54,000 60.000 63.000 1 +C2+1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +C2 +1 2 1 +02 +1 +C2+1 2 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 D. 7/16" LAMI - (3/16" A,.090, 3/16°A) 1 +C2 +1 +02 +1 3 1+02+1 +02+1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 F. 7718 "LAMI - (3/18 °HS.090,3 /1 HS} F. 7118° LAMI - (3718° HS,.090, 3/1fi° HS) 1 +02 +1+02 +1 3 1+C2 +1 +C2+1 3 1 +02+1 +02 +1 3 1 +02 +1 +C2 +1 3 1+02 +1 +02+1 3 1+02 +1 +02 +1 3 G. 13/16" LAMI 10 - 1/8° OR 3/16" A (MIN.), 6/18" OR 3/8" SPACE, 6/16" LAMI - (1/8°A,.090, 1/8" A) 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+02 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1+02+1+02 +1 3 H. 13/16" LAMI 1G - 1/8° OR 3/16" A (MIN.), 6/16" OR 3/8" SPACE, 6/16" LAMI - (1/8° A,.090, 1/8" HS) LAMI HS,.090,1/8° HS) 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1+G3+1 3 I. 13/16" LAMI IG - 1/8" OR 3/16° A (MIN.), 5/18" OR 3/8° SPACE, 5/16" - (1/8° J. 13/16" LAMI 10 - 1/8" OR 3/16" A (MIN.), 3116° OR 114° SPACE, 7/18" LAMI - (3/16" A,.090, 3/16" A) 13.125x 3&375 48.000 50.625 64.000 80.000 63.000 1 +02+1 +C2 +1 2 1+C2+1+C2+1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 K.13/16" LAMI IG -1/8° OR 3/16" A (MIN.), 3/18" OR 1/4" SPACE, 7/18" LAMI - (3/16° A,.090, 3116" HS) 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 L. 13/18" LAMI 10 -1 /8" OR 3/16" A (MIN.), 3/18" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/18" HS) 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2+1 +02 +1 3 1 +C2 +1 +02 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C3 +1 +03+1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02+1 +G2 +1 3 1 +C2 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03 +1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE CORNERS 60.000 x 38.375 48.000 60.625 54.000 80.000 63,000 88.000 x 38.375 48.000 50.825 54.000 60.000 63,000 1 +02+1 +C2 +1 2 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 2 1 +C2 +1 +02 +1 2 1 +02 +1 +C2 +1 2 26 314" MAX. FROM JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 1+C2+1+C2+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1+02 +1 3 TABLE KEY: 1 +02 +1 +02 +1 3 1+02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 X 0 X 1 +02 +1 +02 +1 3 1+02 +1+02 +1 3 1 +02 +1 +02 +1 3 1+02 +1+02 +1 3 1+02 +1 +02+1 3 1 +03+1 +C3 +1 3 I1 +C3 +1 +C3 +1 1 3 I.»- -ANCHOR QUANTITY PER JAMB 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1+02 +1 +02 +1 3 1103 +1 +03 +1 3 ` HEAD AND SILL ANCHOR QUANTITIES 1 +02 +1 +C2 +1 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 2 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 2 1+02+1+02 +1 3 1 +C3 +1 +03 +1 2 1+02+1 +02 +1 3 1 +02 +1 +02 +1 2 1+02 +1+02+1 3 1 +03+1 +03+1 2 1 +C2 +1 +G2 +1 3 VI 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +02 +1+02+1 3 ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. O.G. ANCHOR SPACING) 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1+02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03 +1 3 1 +02 +1 +02 +1 3 1+03 +1 +03 +1 3 1+02 +1 +02+1 3 1+02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03 +1 +03 +1 3 1 +02 +1 +02 +1 3 1+03 +1 +03 +1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 +02+1 2 1 +02+1+02 +1 2 1 +02 +1 +02+1 2 1+02+1 +02 +1 2 1+C2 +1 +02 +1 2 1 +02 +1 +02 +1 2 1- I I 26 3/4" MAX, I-- .- 1F -+--3" MIN 1 +02 +1 +02 +1 3 1 +C2 +1+02+1 3 1+02 +1+02+1 3 1 +C2 +1+02 +1 3 1+02+1 +C2 +1 3 1 +03 +1 +03 +1 3 is complying with t6ellodda u. o -_O6 1 +C2 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1+03+1 +03 +1 3 / 14l y X t Ail O l X 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02+1 3 1+02+1 +02 +1 3 1+02 +1 +02+1 3 1 +C3 +1 +03+1 9" REF. 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 3 1 +03+1 +03 +1 3 1+02 +1 +02+1 3 1 +03+1 +03+1 3 -� 1 +02 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +03+1 +03 +1 3 1 +03 +1 +03+1 3 1 +02 +1+02 +1 3 1 +C3 +1 +C3 +1 3 MTG. RAIL TYP.- ,PRODUCPREVISED OF (3) ANCHORS ABOVE) 84.000 x 38.375 48.000 50.825 54.000 80.000 63.000 1 +02 +1 +02+1 2 1 +02+1 +02+1 2 1 +02 +1 +C2 +1 2 1 +02 +1 +C2 +1 3 1 +02 +1+02+1 2 1 +02+1 +02+1 2 EXAMPLE CLUSTER W/ QTY. 1 +02 +1 +02 +1 3 1+02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +03+1 +03 +1 3 ABoryceh t1 jZ O: D.E,, 1 �,i ii 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +03 +1 +03 +1 3 (SHOWN IN TABLE KEY 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C3 +1 +03+1 3 1 +03+1 +03 +1 3 1 +C2 +1 +02+1 3 1 +C3 +1 +03+1 3 N1,1., e:,, e,l7 ,t umm 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03 +1 3 1 +03+1+03 +1 4 1 +03 +1 +03 +1 3 1 +03+1 +03 +1 3 26 3/4" MAX. 1 +03 +1 +03+1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03 +1 3 1 +03 +1 +03+1 4 1 +03 +1 +03+1 3 1 +04+1 +04 +1 4 1 1/2° TYP. I -"--3" MIN 88.437 x 38.375 48.000 50.825 54.000 60.000 63.000 1 +02 +1+02+1 2 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 t 1311 04�--" �� /� obart L. Clark, P.E. PE 539712 swami 1 1111 1 X 1 +C2 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +C3 +1 3 9" REF. X O 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1+03 +1 +03 +1 3 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +03 +1 +03+1 3 1 +03 +1 +03+1 3 1 +02 +1 +02+1 3 1 +03 +1+03 +1 3 1+02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03 +1 4 1 +03+1 +03 +1 3 1 +04 +1+04 +1 4 MTG. RAIL, TYP.- 1 +C3 +1 +C3 +1 3 1 +02 +1 +C2 +1 IQ CAP TO BE TEMPERED 3 1 +03 +1 +03 +1 fa +SOFfNOTE. 3 1 +03+1 +C3 +1 4 1 +03 +1+03+1 3 1 +04+1+04 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rend*, OH1 B.D ADDED ANCHORAGE SPACING, XOX (1/3-1/3-1/3) Rwa/ap F.K. D°m: 4/15/07 R,,6I+ C UPDATE TABLE& SELECT VALUES DUE TOANCHORCAP.AD,L 1079TECI4NOIOBY DRNE NOKOIWB,FL34278 1� NO P.O. .O B9 FL34274 ima ALUM. HORIZONTAL ROLLER WINDOW, IMPACT RewCBY• FJG &m ay: AK 10/17/08 nna 2/28/08 two. B t" d. J.J. REVISE ANCHORAGE FORMAT. HEAD 6 SILL CLUSTERS a 1 $/29708 V/sibly Better HRT10 NTS Wear I 9 d 11 aloft*, 4127 -10 Am D ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 ANCHOR TYPE> & SUBSTRATE GLASS TYPES A,B,G,H 2,3, WOOD ZONES 2, CONC GLASS TYPES C,D,E,F,I,J,K, L 1, CONC ZONES 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES m WINDOW SIZE W v H to Q = 2 06 to 2 og 07 m O -1 Io CO N x06 CO 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 83.000 68.000 x 38.375 48.000 50.625 54.000 60.000 83.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 1 +02 +1 1 +62 +1 1 +C2 +1 1 +C2 +1 1+C2 +1 1 +C2 +1 1 +C2+1 1 +62 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +63 +1 1 +63 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3+2 1 +63+1 2 +C2 +2 2 +C3 +2 2 +63 +2 2 +C3+2 2 +C3 +2 2 +03 +2 2 1 +C2 +1 2 1+C2 +1 2 1 +C2 +1 2 1 +C2+1 2 1 +C2 +1 2 3 1 +02 +1 3 1 +C2+1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 3 1 +C2 +1 3 1 +02+1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 3 1 +62 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +02 +1 1 +C3 +1 3 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +62 +1 2 1 +02 +1 2 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 3 1 +C2 +1 3 1 +C3 +1 1+C2 +1 3 1+C2+1 3 1 +C3 +1 3 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 3 1 +C2 +1 3 1 +03 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 3 2 1 +62 +1 1 +C2 +1 3 1 +03 +1 3 1 +02 +1 2 1 +C3 +1 1 +C2 +1 3 1 +C2 +1 2 1 +C2 +1 2 1 +C3 +1 1+02+1 3 2 3 1 +62 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 3 1 +62 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 3 1 +02 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +63 +1 3 4 1 +62 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 4 1 +03 +1 3 1 +C4 +1 3 1 +C3+1 4 1 +C3 +1 3 1 +C4 +1 3 3 1 +02 +1 2 2 +C2 +2 2 1+C2 +1 3 1 +C2 +1 2 2 +C2 +2 3 1 +C2 +1 3 2 +C3 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +02 +1 3 2 +63 +2 3 4 1 +C2 +1 3 2 +C3 +2 3 1 +C3+1 4 1 +02 +1 3 2 +C3 +2 3 4 1 +C3+1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +04 +2 4 4 1 +C3+1 3 2 +C4 +2 4 1 +63 +1 4 1 +C3 +1 3 2 +C4+2 4 3 1 +C2 +1 2 2+C2 +2 3 2+C2+2 3 1 +C2 +1 2 2 +02 +2 3 4 1 +C2 +1 3 2+C3 +2 3 2+C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 4 1 +C2 +1 3 4 1 +62 +1 3 2 +C3 +2 2 +C3 +2 3 4 2 +C3 +2 2 +C3+2 4 1 +C2 +1 3 2 +C3 +2 3 4 1 +62 +1 3 2 +C3 +2 4 4 1 +03 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2+C4 +2 4 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +03+1 3 2 +C4 +2 3 2 +C2 +2 2 2 +C2 +2 3 2 +C2 +2 3 2 +02 +2 2 2 +02 +2 3 4 2 +C2 +2 3 2+C3+2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 4 2 +C2 +2 3 2 +03 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 3 2 +04 +2 4 2 +C3 +2 4 2 +C3 +2 2 +C4 +2 4 4 1 +C3 +1 3 2 +C4 +2 4 2 +63 +2 5 2 +C3 +2 3 2+C4 +2 4 4 1 +03 +1 3 2+C4 +2 4 2 +C4 +2 5 2+C3+2 4 2 +C4 +2 5 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/18" LAMI - (1/8" A,.090,1/8" HS) C. 5/18" LAMI - (1/8" HS,.090, 1/8" HS) 0. 7/16° LAMI - (3/18" A,.090, 3116" A) E. 7/16" LAMI - (3/16" A,.090, 3/18" HS) F, 7/16" LAMI - (3/16" HS,.090, 3/18° HS) G. 13/18" LAMI IG - 118" OR 3/16" A (MIN.), 5/18" OR 3/8" SPACE, 6/16" LAMI - (1/8" A,.090, 1/8" A) H. 13116" LAMI 10 -1/8" OR 3/18" A (MIN.), 5118" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/18° LAMI 10 - 1/8" OR 3/18" A (MIN.), 5118" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI 10.1/8" OR 3/16" A (MIN.), 3/18" OR 1/4" SPACE, 7/16" LAMI - (3/18" A,.090, 3/16° A) K. 13!18° LAMI 10 -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16' LAMI - (3/1(r A,.090, 3/16" HS) L. 13116" LAMI 10 - 118" OR 3/160 A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/18" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 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. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERUNE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: O X 2+03+2 13 I ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) t " 118 3/4" MAX. -- - ►{ 1+--3" MIN. 9" REF. I MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 90 REF. 1 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 18 3/4" MAX. 1/2° N. MIN. PRODUCT REVISED es complying with We Florida Building Codo Ample= No Sxp on Data r� �. pads;• : el Control .02 Rw+darx J.R. Deal 8120/11 D RIG Retcsdlip FJG & mar F.K. Moe 4115107 10117/08 2/28108 wwb,e C 8 Clr"IVd By .LJ. ADDED /G CAP TO BE TEMPERED +30FT NOTE. CHG.TABLE #TOE & SELECT VALUES DUE TO ANCHOR CAP. ADJ REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS 3123/08 1070 TECHNOLOGY DRIVE NOKOMIS. FL34278 P.O. BQX 1628 NOKOMIS, FL 34274 ��ANCHORAGE SPACING, OX AND X0 WINDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Ikelobboat oak lTheritt HR710 NTS 10 of 11 4127 -10 C®+W4a /mw D // Ro[Nfit L. Clark, P.E. PE 939712 Structural • MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 3/4" MIN. E.D. TYP. 2x WOOD BUCK, 1 NOTE 3 :: NOTE 1 CONCRETE ANCHOR, NOTE 1 1 /4" MAX. SHIM WOOD ANCHOR, NOTE 2 DETAIL A 1/4" MAX. SHIM WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 3/8" MIN. 1/4" MAX. SHIM CONCRETE ANCHOR, NOTE 1 d 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 DETAIL E . v• .r 1 1/4" MIN, (1.6 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" 584 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (05) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD, 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063 -T6 AND A MINIMUM 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 #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. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. 13/4" EXTERIOR INTERIOR MIN. E.D (H & SILL DETAILS TYP. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR F MIN. 3.4 KSI CONCRETE 1/4° �MAX. SHtM ••NOTE1 r 13/4" MIN. E.D. TYP. DETAIL C 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 1/4" MAX, SHIM a DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS DETAIL H (HEAD) NAILING, .131 DIA, MIN. x 21/2" NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS G, H & I. ' SEE NAILING ' DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS RmdBx awes Robb= J.R. 6/20111 D NO CHANGE THIS 811EET Ressliir FJC FJC CSA 4/16/07 ReN9as C F. CG.BUB ADD L HN�6 REGARDING 1CRWNT EDITION' Dues 10117/08 Revisions B REVISE EDGE DIST., EMBEDMENT & BHT. REFERENCES Dressy, /Mx Chocked* Dates F.IC 1/18/08 J.,t 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94278 P.O. BQX 1820 NOKOMIS, FL 94274 Visibly Better ANCHORAGE DETAILS serer PRODUCT REVISED ascw plyingwlWEseFlorida FAWN* L 20 l yZ nd Control ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Half 1" all 4127-10 Res D Robert L. CM*, P.E. PE 039712 NtruMunil FILE NO A + S ARCHITECTS, PLANNERS P.A. Approval Is tor design only. Contractor is responsible tor all corrections indicated hereon for dimensions, quantities, fabrications, Constnaction techniques and co-ordination with other contractors anti subcontractors. Approval does not authorize changes to the contract requirements. APPROVED Q APPROVED AS NOTED • DISAPPROVED © REVISE AND RESUBMIT ❑ SUBMIT ADDITIONAL COPIES CHECKED BY P. lt%.- S4,4 l nt DATER r /0/0,41/11."' Zo/ n