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WS-11-1646Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 167206 Permit Number: WS -9 -11 -1646 Scheduled Inspection Date: January 30, 2012 Inspector: Bruhn, Norman Owner: AMRY AGUILERA, CARLOS GARZON Job Address: 265 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060134100 Building Department Comments REPLACE SIDE DOOR WITH IMPACT RESISTANT DOOR Passed / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 164231. Doors not fastened per PA. NB January 27, 2012 For Inspections please call: (305)762 -4949 Page 12 of 34 Miami Shores Village 1105311 Buildin De artment OCI3 25 aaaa lKt! o� U 11 BUILDING PERMIT APPLICATION FBC 20 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. V W !, ` — Master Permit No. Permit Type: BUILDING PROOFING OWNER: Name (Fee Simple Titleholder): `"L-DS �� 1`-Z� 1`, Phone #: Address: a6S J 1(1t j City: Mc dM 51i0?-r46 State: a& _ g-Jg- -3.3 2 Zip: 33 I3c? Tenant/Lessee Name: Phone #: Email: ek u €A - J fl 14t1T JOB ADDRESS: g (QS City: Folio/Parcel #: Miami Shores County: Miami Dade zip: 33 t 32 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Phone #: _; kt Address: City: State: Zip: Qualifier N State C Phone #: tration #: Certificate of Competency #: Email Address: hitect/Engineer: Phone #: Val of Work for this Permit: $ (p C7 Type of Work: ❑Addition l ,Alteration Description of Work: Q L.P C F (Lo GO C.) Footage of Work: New °Repair/Replace � l k/GT cD®®tt-s S J e- Duo g_ ❑Demolition LSO -1 ti + x* **** ** *** *****+x *+x*** ** * * ** �x (�j14j ees�xx** �x x� ** * ** *************** * * ******* $S Submittal Fee $ Permit Fee OS. 00 v 4 1 V •OCF $ "* CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 51.00 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was - .. I. • ged bef' - me this 31/45T The foregoing instrument was acknowledged before me this day of oC_CtD$EP- 20 <<,b day of , 20 _, by w o is , - rsonally known to me or who has produce ho is personally known to me or who has produced 1 J s identification and who did take an oath. as identification and who did take an oath. NOT 1' YPUBLIC: _ NOTARY PUBLIC: Sign: Print: My Commission Expires: Sign: Print: My Commission Expires: ************* * * ** ******** , soy ****+ x*** ************ ********* ********** ****** * * ***** * * *** ********* **** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) lt61,u �I�41i1— (lows Miami Shores Village Building Department 10050 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 FBC 20 Permit Type: BUILDING ROOFING Permit No. Master Permit No. To)zowll �r SEP 0 7 7_011 V15\H(Q4O OWNER: Name (Fee Simple Titleholder): CA s ,4i3Dis ,( ,J L 44'hone#: 3F3G. - ;5: - 3: 9 Address: 6 NE City: J`i1 l ,eA' SN o,2l;S State: C- Zip: _3313 Tenant/Lessee Name: Phone#: Fmail: CA L6A XT l > J'JE JOB ADDRESS: .26 Ne 46. 71-1 5T City: Miami Shores County: Miami Dade Zip: 3 3,. Folio/Parcel #: l (3a6' r J 100 Is the Building Historically Designated: Yes NO � Flood Zone: 1!J"o CONTRACTOR: Company Name: Address: City: Qualifier Name: 1011PCJ Kpi{ Phone#: State: Zip: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ LIIM Square/Linear Footage of Work: Type of Work: °Addition °Alteration °New iSRepair/Replace Description of Work: t..� la A C 1, s(c3 T Iw+ ?AC DSO °Demolition e 1 i1 +x**** *********** ** ****** ** * * ***** ***** Fees* ***** s***** *** * * * *e ** ***** * * *sssse******** Submittal Fee $ Permit Fee $ //6 a a CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 11443 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 Owner or Agent oin, instrument was t wl- ! g befo ,20 IL, byldlit y known to me or who has produced, 1- • As identification and who did take an oath. Signature Contractor this a_ The foregoing instrument was acknowledged before me this f! `, day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: I ! ��, Sign: LI / 1 »'4 Sign: Print: �.4' 2.s‘.1 Print My Commission Expires: C �\0 i 0% My Commission Expires: tM***** *** ****** ** * ** ******** *** 111 ) * ****** *511*** * * *** ** UBtittk** **@Atbt**** l ***** *BtA+******** ********** * ******* APPROVED BY 9.1/ Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 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: O1oS Aibi EL GAMIN/ IN/ L DATE:01 /411 ADDRESS: gtioS t 1 `i674 .An,AM r 5 Hoitcs r L 3 3 i 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 CC-4 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 CA 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 CAG 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. n Initial CAG 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial c G 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. Initial C_A C.a 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 homeowners 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 CPG 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 C 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 CA (y 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 http : /Iwww.mvfloridalicense.com/dbpr /pro /cilbfindex.html Initial CA C3 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: M W'V si-ftevs 33 g Initial C 4 G 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 CA (, 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 owners 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 I day of By (mazy\ Produced there License o oil who was personally known to me or who has NOTARY Fit t laude V. Cubillos C, 031 o�issi on $o at,TIM � CLAN% smote SEP 0 7 NO BY: 11... .. r LL',:31 iT-q- t I 1 SUBJECT TO COr).,1PLIANCE ';ViTH ALL 111:1Th iAL STATE AND COUC TY HIES ND HO Al US Page 1 of 1 http: //67. 195. 15 .21 /ya/securedownload ?fid =lnbox &mid =1 278257 AEUPwOMAAHr6Tm... 9/6/2011 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Sq Ft) Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 10 15 20 Tributary Area 40 45 50 25 30 35 25 30 35 0 -15 ft -50.4 -492 +46.5 +45.2 -48.3 +44.4 -47.6 +43.7 -47.1 +43.1 - 48.6 +42.7 - 48.2 +42.3 - 45.9 +41.9 -45.5 +41.6 0 -15 ft -62.2 +46.5 -59.8 +45.2 - 58.0 +44.4 -56.7 +43.7 -55.6 +43.1 - 54.6 +42.7 - 53.8 +42.3 - 53.1 +41.9 -52.5 +41.6 16 ft -51.1 - 49.8 +47.1 +45.9 - 49.0 +45.0 -48.3 +44.3 47.7 +43.7 - 47.3 +43.3 - 46.8 +42.9 - 46.5 +42.5 -46.2 +42.2 16 ft -63.1 +47.1 -60.6 +45.9 - 58.8 +45.0 - 57.5 +44.3 -56.3 +43.7 -55.4 +43.3 -54.6 +42.9 -53.9 +42.5 -53.2 +42.2 18 ft -52.4 -51.1 +48.3 +47.0 -50.2 +48.1 49.5 +45.4 48.9 +44.8 48.4 +44.3 48.0 +43.9 47.7 +43.6 47.3 +43.2 18 ft -64.6 +48.3 - 622.1 +47.0 -60.3 +46.1 58.9 +45.4 -57.8 +44.8 -58.8 +44.3 - 55.9 +43.9 552 +43.6 -54.5 +432 20 ft -53.5 -52.2 +49.4 +48.1 -51.3 +47.1 50.6 +46.4 -50.0 +45.8 49.5 +45.3 49.1 +44.9 41 7 +44.5 -48.4 +44.2 20 R 56.1 +49.4 -63.5 +48.1 51.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 -58.4 +44,5 -55.8 +44.2 -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 -49.7 -49.4 -67.4 -64.8 -62.9 - 61.4 -602 -59.2 -58.4 -57.6 -56.9 22 ft +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 ft +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 - 68.7 - 66.0 -64.1 -62.6 -61.4 -60.3 -59.4 -58.7 58.0 24 ft +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 24 ft +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 -56.6 -55.2 - 54.2 -53.5 52.9 -52.3 -51.9 -51.5 51.1 -69.8 - 67.1 -65.1 -83.6 -62.4 -61.4 - 60.4 59.6 -58.9 26 ft +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 2611 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 57.5 - 58.1 55.1 - 54.3 - 53.7 53.2 52.7 52.3 -51.9 -70.9 -68.2 - 662 -64.6 - 63.4 -82.3 - 61.4 -60.6 -59.9 28ft +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 28 ft +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 - 58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 -72.0 -89.2 -67.1 - 65.6 -64.3 - 632 -62.3 -61.5 -60.7 3011 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 30 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 59.1 57.7 -58.7 -55.9 552 54.7 -542 - 53.8 -53.4 -73.0 - 70.1 58.1 -66.5 -652 54.1 53.1 -62.3 -61.6 32 ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 32 fl +54,5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 -59.9 -58.4 -57.4 -56.6 -55.9 -55.4 -54.9 -54.5 -54.1 -73.9 - 71.0 -68.9 -67.3 -66.0 -64.9 -84.0 -63.1 -62.4 ft +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 ft +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 -80.6 -59.1 58.1 - 57.3 56.6 -56.1 -55.8 - 55.1 -54.8 -74.8 - 71.9 - 69.8 -68.1 56.8 55.7 - 64.7 -63.9 53.1 ft +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 ft +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 ft -61.3 -59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 - 57.3 +52.5 56.7 +51.9 -56.2 +51.4 -55.8 +51.0 -55.4 +50.6 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 -68.9 +53.1 -67.6 +52.5 -66.5 +51.9 -65.5 +51.4 - 64.6 +51.0 -63.8 +50.6 - 62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -58.0 -76.5 -73.5 -71.3 - 69.7 -68.3 - 672 - 66.2 -65.3 -64.5 40 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 40 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 - 62.6 -61.1 -60.0 59.2 -58.5 -57.9 -57.4 -57.0 -56.8 -77.3 -74.2 -72.1 -70.4 -69.0 -67.9 -66.9 -66.0 -65.2 42 ft +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 42 ft +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 -632 - 61.7 -60.6 59.7 -59.1 -58.5 -58.0 - 57.5 57.1 -78.0 -75.0 -72.8 -71.1 -69.7 -68.5 -67.5 -66.6 -65.8 44 ft +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +52.2 ft +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +52.2 53.8 - 622.3 -61.2 -60.3 59.6 -59.0 -58.5 -58.1 -57.7 -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -88.2 -67.3 -86.5 48 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 46 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 -64.4 -62.8 -61.7 - 80.8 -60.1 59.6 59.0 -58.6 -58.2 -79.5 -76.3 -74.1 -72.4 -71.0 - 89.8 -68.8 -67.9 -67.1 ft +59.4 +57.8 +58.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 48ft +59A +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 50 ft - 84.9 -63.4 +59.9 +58.3 -62.2 +57.2 -81.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 50 ft -802 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +56.3 -71.8 +55.6 - 70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.6 - 65.5 - 63.9 -62.8 -81.9 512 - 60.6 -60.0 -59.6 -59.2 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 -682 52 ft +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 52 ft +80.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 -68.0 -64.4 - 63.3 -82.4 -61.7 - 61.0 -80.5 -60.1 -59.6 -81.5 -78.3 -76.0 -74.2 -72.8 -71.6 -70.5 -69.6 -68.7 54 ft +60.8 +59.2 +58.1 +57.2 +58.5 +55.9 +55.4 +54.9 +54.5 4 +60.8 +59.2 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 56 ft -88.5 -64.9 +61.3 +59.7 - 83.7 +58.5 -62.9 +57.7 -62.1 +56.9 -61.5 +56.3 - 81.0 +55.8 -60.5 +55.3 50.1 +54.9 56 ft -82.1 +81.3 -78.9 +59.7 -76.8 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -89.3 +54.9 60 ft -67.5 - 65.8 +822 +60.6 - 64.7 +59.4 - 633.8 +58.5 -83.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 80 ft - 83.3 +62.2 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +58.6 -71.1 +56.1 -70.3 +55.7 m m z Co C Ul 8 3 m REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, F E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED a RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR 1 =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI =+ / -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC IINNTERPRETATION IF REQUIRED. I I 0--I ® I I ELEVATION WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89886 32 in. x 80 in. White Pre -Hung Left -Hand Outswing Premium 6 Panel Entry Door - 53380... Page 1 of 2 More saving. More doing: Zoom View Welcome, (Sign In or Register) Miami, FL is your Share I] Email Print JELD -WEN 32 in. x 80 in. White Pre -Hung Left-Hand Outswing Premium 6 Panel Entry Door Model # 533801 Store SKU # 827739 Write The Fist Review $139.00 /EA -Each This item cannot be shipped to the following state(s): AK,HI oesa+l A 6 -panel design adds classic style to the galvanized steel surface of the JELD -WEN 32 in. x80 in. White Pre-Hung Left- Hand Outswing Premium 6 Panel Entry Door. The 1 -piece polystyrene core provides reliable insulation, and weather stripping protects against the elements. Finishing is easy with 2 coats of baked-on enamel primer. The pre-hung design with white wood frame enable convenient installation. Galvanized steel resists rust and corrosion 1 -piece polystyrene core provides tong- lasting insulation Adjustable sills protect against the elements Weather stripping Pm -hung and ready to install with a white wood frame 6 -panel design creates classic style Aluminum- finished sills and brass - finished hinges 2 coats of baked-on enamel primer allow even painting or staining Requires a 34-1/2 in. x 813/4 in. rough opening for a secure fit Energy Star compliant, making this item eligible for a tax credit Eco Options : Eco Options MFG Brand Name : JELD -WEN MFG Model # : 533801 MFG Part #:533801 Spedfitatiorre Assembled Depth (In.) : 4.5825 in Assembled Height (in.) : 81.75 In Assembled Width (in.) : 33.5 in Commercial : No Depth (in) : 4.563 in Door Color Family : White Door Handing: Left- Handed Door Material : Wood Door Swing: LH Door Thickness : 1.75 in Door Type : Exterior Prehung Door Width (in.) : 32 Door color : White Primer Fire rating : None Frame Material : Wood Frame color : White Primer Height (in) : 81.75 in Hinge finish family : Light Brass Hurricane rated : No Item Package Type : No Package Item Weight : 100 lb Manufacturer Warranty : Lifetime Limited Warranty Number of panels : 6 Paintable/Stalnable : Yes Preflnished : No Product Weight (lb.) : 85.0 Sill finish family : Aluminum Width (in) : 33.5 in More info Warranty For warranty information on this product, please call our Internet Customer Service Center at 1 -800- 435-4654. ara...re. Not Sold Online + ADO TO MV LiST Sold At Your Local Store SHOPPERS WHO VIEWED THIS ITEM PURCHASED... 25.3 cr< ft. Side -by -Sire Refrigerator in Monochromatic .. $988.20/Each Bravos: 0 cu. n. HIT Elroencv Top :_oad Washer $493.20/Each 205W Automa c Home Standby Generate, mth 300 Amp $4,408.00/Each http: / /www.homedepot.com/Doors- Windows - Entry - Doors /JELD -WEN/h d1/N- 5yclvZbuh... 9/6/2011 32 in. x 80 in. White Pre -Hung Left -Hand Outswing Premium 6 Panel Entry Door - 53380... Page 2 of 2 *CONTACT Can't find what you're looking for? Please call us: 1-800 -HOME DEPOT 1- 800 - 4663337 E -MAIL EXCLUSIVES Sign up to receive special offers and promotions from the Home Depot Enter Email Address FOLLOW THE HOME DEPOT YonEj ABOUT THE HOME DEPOT STRESS FREE SHOPPING Affiliate Program Careers Corporate Info Government Customers Investor Relations Privacy & Security Supplier Center Supplier Diversity The Home Depot Canada The Home Depot Mexico Gift Cards Price Match Policy Privacy Policy Return Policy Extended Protection Plans Site Map Store Pick Up Policy PARTNER SITES Home Improver Club Home Decorators Collection Garden (lub The Home Depot Rating Eco Options CUSTOMER SERVICE Contact Us Home Depot Opinion Order Status Product Recalls Shipping and Delivery Store Information t Local store prices may vary from those displayed. Products shown as available are normally stocked but inventory levels cannot be guaranteed. @ 2000 -2010 Homer TLC, Inc. AO Rights Reserved. Use of this site is subject to certain Terms of Use which constitute a legal agreement between you and The Home Depot U.SA Inc. CREDIT CENTER is interest if Paid lie ull Within 12 Month,' 12 %ICIFd` r • http: / /www.homedepot.com/Doors- Windows - Entry- Doors /JELD -WEN/h d1/N- 5yclvZbuh... 9/6/2011 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the MU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. 5 -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0"x 6' -8" with and without Non-Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with. the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami-Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA No. 07- 0731.04 and consists of this page 1 and evidence pages E- land E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildingcode NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Page 1 Jeld -Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04 /11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified' Testing Laboratories, dated 11/11/2001, signed and . y ' - -h Patel, P.E. (Submitted under NOA# 02- 1211.18) E -1 .Jaime D. ascon, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Jeld -Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w/wo Sidelites — Ni.", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. Jaime D. Ga4on, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E -2 JELD WEN,:, Steel 1.016000 EDGE a*AMESTEa 01/7SWIE ]FACT LN7SSHAf6MflP1FF'Si1 IF11S4 1. TES PRODUCT 6 DEEMED TO COMPLY MTH THE CURRENT FLORIDA BLVWI G CONE AND mott VELOCHY maws ZONE Witt SITS. 2. MOOD BUCKS BY OTHERS, MUST BE Aim PROMILY TO TRANSFER LOON TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS L6iED AND SPACED PER ANCHOR LOCATION DROREES M. 871 ID BASE MATERIAL SYALL BE BEYOND NM SING 4. SEE TARE 1 ON THIS SHEET FOR DESW&I PRESSURE RATBES 5. THIS PRODUCT !D$ THE 36/ER REDUIREMENTS FOR iMQ• ZONES. SEE THE BESTED PRESSURE EMT BERON 8. DOLES ARE IMPACTED AND DO NOT REQUIRE 18AE0 -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR IRDQITES. 8. SDF.HES ARE AN OPTION AND CAN BE USED IN A VELE OR DOUBLE ggag 14L88V A70T9TE6.000NIDaoaleaptressaseamu51 • l - MOO per *STN a minimum • Eepanded4 polstrene effh 1.0 to 1.25 Bald denRj, 0 Door 0/11 136rrew' E The cake mid NSre panels are combated from 24CA. (0.020' min.) gohmnad steel. The Mace sheet tops and bottoms are bard 9O as the top and bottom ells. The lap LVL rag measures 1.87' site x 1. 042' high. The steel bottom rag le rolf fanned 0.021' palmated toi formed the LL 1.21' stile an Td Ponderosa Piro hinge stile Ech men 1.87' x 1.0". The h wler coolly le bled with Animas The face shade are glued to the pal jrarro. Read agSgata The sash is constructed from 240A. (0.010' ma.) gahmrdted steel. The edges of the face sheet we bad ST over the Mebane we and glued to I. The Melts porch are muted to resets the ODL Up Lite Frames or the optional Trnsiy Light frames. (See sheet 7 for glazing ate.) The De frames are sealed w/ Q D glazing compormd ant the exter. fgaggAggaigfigig The from are combated from Ponderosa Pine Jambs memahg 1.25' side s 4.5825* deep. The door and Wale head jambs are mortised and butt Joked to the side Jambs and attached with (3) MA r x Or croon wire data The units use a standard bungr face Paulo threshold measuring 4.041 deep x 1.0' high. The threshold to attached to to frame with (3) 1404. r x 7/18' arum she staples. /11111111 11111111111111 aC `I .11L il_i3' :1.0: ?I?Tor:'r M�Tr , nr ,r tie T�•� r r>r Sri 111M11111 unIFE!.2L x. Mil• 'ill 7 7: 1 .TTY 11111111. MIME VT ltvri■",i1, .875• TIP. 81.25' NAIL 0A FINE HECHT 31075' AVE OA .125' PAWL WEIN WASTRISE 34' MAX. m oOA] 74.8' MIX. OA TINE *1H o 80' MAIL OA PANa HOWE 0.828" V I .875' 1t ?. 81.25' MAX OA FMK WAIT DO OD .75' TYR 80' NAIL OA HEINE 4' MAX CA D.L.O. WIDTH 81.25' MAX OA FRAEDi Miff 83.125' MAIL OA 010. HEIGHT hig 0.78' 0.825' �OWNIING oVal W NON-IMPACT 7v;11p... dx 'ui r,<,1, ,.nr3;i,a; par ouTS NMO MNPACT w T AC() 37.75' NIX OA FRYE OWN 38' MAX 0A PAEIEI. WIDTH YEELERKflan 80' MAX. 0.A. PANES HOWET 4825" .0 Ell .875' rn 107' MAX 0A ME E7DTHRL .125. W --F 755 4It 30.825' MAX OA 38' NAIL DA PAM. ELM M/ASIRito. PANEL *EDI 15.5' MAIL OA ONCE FRAME WIDTH 14' MILL OA PANEL 810TH 80' MAX. OA P487. HECHT 8' MIX OA D.L.O. WIDTH NNE 81.25' YAK OA TRUE 11600 83.125' MAIL OA OJ.O. HEW �; 1Flaii!< 7uJ.N IJ) ■.■ ia.41,. 4:1,1 : arty:iv,; 0.75' - DOWN PREESSE 1M1I1G -1MM7E MR enTlilaw RINUREM80 6 Eta sax moo teu044XQoxo) WilD N +61.87Psi40 psi LOIRE DOOR t r peL OXK XtA EDO) 6/10 Noo -YPxD OWES +57 pef -S7 psi 0( ) } 1_IF5 HEWED IRON x1tloloR PRUITTCrRSVISED as mhh11roVl eMe aziNI:Ps ado Aooepvawoa 'Sao EAEL BY Division Amide P. S. w�41323 Prk 1533 Coosa WM, SOD 025 Roaidadgro Florida 32255 ewe OMAN0. d Solhotlatitles w Mm Prepwed Ely: 1 -. m Phan 321- 690-1188 Fez 321- 490 -1789 WE: 9 -11-0 sou& N.T.S OM. BY: AIM ORAwaaa NOs 5-2104 NE U 1 07_6_ 1.50' MUL O.25' EPA MAX. SHIM CONCRETE/ MASONRY BY OTHERS 150' MIN. CONCRETE/ MASONRY BY OTHERS (3) 0.25' MAX. SHIM DETAIL 7 ON SHEET 5 DETAIL 7 ON SHEET 5 SEE NOTE 6 ON SHT. 4 1.75' MLN. PANEL 11K. SEE NO E ON Siff. 4 SEE NOTE 3 ON SHT. 4 0.125' MIN. CLASS n4 81.25' MAIL O.A. FRAME HEIGHT 80.0° MAX. O.A PANEL HEIGHT 81.25' MAIL O.A FRAME HEIGHT NIENCe EDEN SEE GLAZING DETAILS, SHEET 7 800' MAX. O.A. PANEL HEIGHT SEE NOTE 2 ON SHT. 4 SEE NOTE 9 ON SHT. SEE NOTE 8 ON SHT. 4 SON SHT. 4 EE DETAIL 7 ON SHEET 5 cid SEE NOTE 3 ON V. 4 1.75' MIN. .825' d1ASC BY OTHERS titS `TLFi; 7.11111 12ZZALV2211(21LEArt.lariTt-MLL,J ,...!1-77111M Will Mina ,A11-1,1111 r, 7fa� -1111r7-71111x III r�10a-- rtlil7 54t1 Ll .1f; Will r..,- (r - ; IIII,RiME War, ,11 . 'I 71, JEiFy =7• WTI EIL.7:67302f,:Wirilit3,11;,f12.14772:1L11151111111110•111111-;77M1 IIV11 r ;=/ AW411 ► y. -,1rt 7 u malo_1®=a ; 1 � �.; �U' 13.. r L-1r1<Y:EiC i71 7rlL! t. 1 z 1 �?. 'eri -?..? (21-1 `3Li'%'%:)1•E7 gm Will U12-1W;LICLILIErair(EMg121111•11 F71E � "'!►'r =�� o ?giTi -�"�_ (;!1eE::;�U _ _�a E'7El,r]ril41.7csy _ .', AretI%ryr' 1T — WEB rk-W4770:72:Art1TAIL37/L70111/111111MINIII■ r 7 a "l rf --12 l s1F2'z1,i-lA >•+[ i:7;11 LEI L .L , d3;il�S• R X11.5 Il♦ ippg ET1L �tL�??':��i;.�1►1�ii:E1F_I�d< �'Si� 7 1Dc' 'ir . ,'I s. N. a:wi Trtl.: l >• rY �7lSU�J:a`t�.aicrl,lA�Iz•;;i h g �' WT1VIL14 : ?1L1E- _71ria1<Fi rlf i t, lit, :ll/Z T-11 Inn Wilr-711111I 11,1•21ilf..tit.i,n;i1A4111i F.11 11111.27‘11 _!). 1I :11,1.:_ . 1 AMPAC PRODUCT REVISED as aomptying n tho Florida asedias Code Asasptancallo0 Data MEE •iii 1.25' MIN. EMB. 75 50' MIN. EDGE DIST. CONCRETE/ MASONRY BY OTHERS mn .crt tBsPlarh10 Buroissecas Awls! ED-AINIEMeRmat Divi8'a Ms PIM P. S. 4 Comellnlasit Me 05 ME Asstd. at sabdusa NS MS t eesivv Prepared By: PrifiC LLC Phone: 321- 890 -1788 Fax 321- 880 -1789 SIMS em 5-2104 SHEET „'t or SEE NOTE 4 ON SHE 4 PRODUCT REVISED as complying wifl. ten Plaids Mains Cods Mosso= No EspfrationDato • UWE id4SO RY BY OTHERS (y -1Y_ i _ #1121 TL: • :Jr.,- ASTRAGAL 17410 H BOLTS (2) TOW: (1 EACH) 031' Of4 x 90' LG. AT TOP a: BOTTOM 1.75' e�H =13i VEIY FOR,C1ARRY• • • IP. SEE ROTE 4 ON 51sT. 4 SI MS SHEET Port& P.!. No. 41323 IOW Nod -iMMo. 66 RR owns* M wrsorm 14 taO• PIC fie none 3210-1718 Fat 321 —M0 -1789 mega tea 5-2104 alter oy L SEE NOTE 4 pit MR. 4 \aa: MEM 1.73'IpL 1MNEL 1HK GGC ead 4 1 (! tNI , // / / / / //. ///7; ., ., ' ' az01Aao SHEET 7 SEE NOTE 6 ON SHE 4 NOTE S ON SHE 4 SEE DETAIL 5 a79' _ ON SHEET 5 Pj: 'LLYJ I & i. SPAT G FOR REM 126 THE 11O x 1• PFH SCREW AMMO THE BWERUL A6TR01. TO THE *EWE Dom t • 'AS FOLLOWS: WI N& MP DOW 8 -TTY BOTTOM II,; f 0', Z5; 40', 5:5', 1314 180` M 26.0': • 2. SWAG FOR Bill pa TTE fax 1 fir PLASCREW IS AS F01L.0112 TOP & BOTTOM. HOW: TA&LY. MAE PAM�LI 3.0• IN FROM LICH CORMffO. tTA.9 E Y . T'1ff P 3.0". 13.05 2Lx0'r so s&r a 630' Fes' REAM 1 1101 16G(x 3/4' SEAD MM. ATTA I!p THE WATER ROUND .10. TIE . AND REM r THE 16OAL X. t• x+10 19Of NAI ATTAaG: THE MUUiOt CAP t0 TTJE WWI VW Y ,IS AS, FOLUMMI TOP. k WHOM topIONIALV fOR THE 3/rr.OUIR1ER 004891 12r IN-MOM ERGS :RN (1) SMm MID-SPAr M SIDES IMITIGMLY BOTIVIX 0(MRWR ROUND A wTWOM CAPk'T.2. `FRaf U I END- 8 Sa MITRE MILT SPACal ON THE •12 4. tHEN AMMO TIE STUD PLATE TO THE JAMB AND BUOC USE REM 125, A 16 x 2 1/Y PFN 90X SEW& N6[EN ATTACHING THE Sint PUTS TO THE JAMB MID SEMITE JUN AT THE MULLION USE ITEM #24. A IS x s• PFH ROOD SCREW. 5. &A.' N FOR REM 125 THE 18 x 2 1/2• PFH IRTC9 SCUDS AMINO TIE JAIpS TOGETHER AT THE MIME S AS FOLLOWS: B.0' FROM EACH VERTICAL COR1ffR 8101 (4) IMRE SOW EQUALLY SPACED ON THE FMWO. 6. THE SIVELTE PArEL S SECURED INTO THE SMITE AO W/ ITEM #29 =OM OUR pi THREE SIDES MID Jiff OWNER ROUNDS SECURED MRI REM 131 MAD 11491 HMS x 3/4• LOW. 7. MIN ATBCMS THE ME TO THE JAMB AND 9I194 USE REM 127. A 110 x 2• ffN SOW MEN ATTA THE FM TO HE .sB AIM MUTE JAMB AT TIE MULLION USE REM 114, A #10 x 13/4• PFH IBOD SCE 5. SING FOR REM 149 THE 16 x 11/2• PAMMW SCREW (TRNLTY UMW) S AS FOLIOS: Mt E UT@RAIME F1UOM THE TOP WRIW 4L Y: 3.24: 18.0655. 328125 astir & 62625•. UTERINE TOP & BO1T01. FROM THE LEFT: 0115 (1) SCREW AT 44375•. 9. AMOR LCsONC1 � INSULATION AN12IO S OF EOLVAI.ENF FEMME NIf GIN BE USED UPON *PROWL OF T� ARCHITECT 0R MEER OF RECORD FOR TIE PROJECT OF OSFAtLATIOIL 10. USE ITEM 151 MIEN 6bTAULMG RRO ROOD SUBSTRATE AT WAD & JAMBS: USE ITEM j25 114154► MUM MID ISL.UONS. USE ITEM 116 MEN INSTALLS ONTO COIC4EIE/MA42MRY SUBSTRIOE AT MUTE SILLS SEE NOTE 2 ON SHf. 4 3 NOTE 5 "-a" ON SHE 4 Gl L• 5L�!. ;i! I i• ON SHEET 5 &Tr MAIL WS 9- 1-01 Prepac4 90 9, 10(01 P7 aUP. r. Alm MU 1exd.: 4565. R =TOM xi1C LLC Ram 321-930-1788 Fm: 321- 889.1788 WPAINOW N. 5-2104 &&& x004_ 74.5' MAIL OA ERNE MOTH SEE OWL 2 ON DOS SHE 70.23" MAL OA FRAME MN MR R67$6D as camplyIng with the Mla kis Buildtag Cade > Movianoe No 8' 1W 1 , 3' ' 1n? 1W. TT'P. SEE DETAIL 4 r ON TIC SHE T � 8* 1YP. 4.8" TYA .DP. r TYP. --1 �-- 9' 7W. +e' TYP. r TYP. 7.375./7 -r(ap 3" OE1VL 8 ON THIS SHT. HEIGHT 31" 38.813' C-SWE WI- Ttti4 rq g; I-II.i VOW DOOR .o:j �. ,, !(a VfSI SEE NOTE 7 SHEET 4 SEE NOTE 10 \ ON SHEET 4 SEE NOTE 4 star 4 Propared KW 2 - ®HEW MI OEIAY. 3 - O 1N1 D AMMO N. STR91E PLATE ASTIEVAL SITE RATE 10V103 TO JAMB & Obi DiraLl S/RKE PLATES TO TO AMEX � STOKE JAMB a fC�(a? ste Rafts P. 6 lb. 4323 f Pod PIaelPs SOU wls aa• r resmae ea aao Para 321- 690-1788 FCC 321- 690 -P89 se r..L cf L 1O7' WA OA FR4 WITH SEE sIE° ET 5 ' T� t-- F I 16.41.11/2. r Ir. 8' 11?. r 11P 14 n —e• r TYP. _ ri .. _ ., `A r 11 C fl _ s1 1 1 111 *Ur �I r.../ 1_ 111 1 11 Q1 4 119. ` fi. MU 4 STE:OETA9.5.. ON MET 5 I 10► isk. _ Q 0 • -, Li 1 1' +1I I . / • SEE OEML 3 ON SNIT 5 ROALOOOLINILSINIEL8MILLOCOM NORD FROM 8' ". 8125' SEE OEM 6 �OH SHEET 5 MAW HEE0fr Ur ( I 36.825 37.75. MC OA r— FRAME 02/1/1 • .' PRODUCT REVISED as complying Florida Acceptance ND:Off&r. alb YEA lamomml �g2 vm1EU E11�t OIIEfibR a lLY65 Roam P. E. F. P . tm SO we *Mr w.a.n.so rd. OM -:rr yfT Ala Negated 9/: Phase Ph 690-1788 Foe 321-6034789 Pm 9- 1-01 WIEs kLS OM an JIRI aft of S. WELL OMNI as S-2104 . -11217.;ITC,77 0 o 0 0 Mission Prairie Impact 36 in. x 80 in. Steel White Prehung Left -Hand Outswing 4 -Panel ... Page 1 of 3 More saving. More doing: l Zoom View mum SHDPPtNO' + $ DBE IN STORE PICK GDP + FREE RETLatta" Store Finder For Pros Got It installed Tool Randal Credit Center I Savings Center Project How-To , My Store Location: Dade County 0277 (Change) Local Ad Share n Email Print JELD -WEN Mission Prairie Impact 36 in. x 80 in. Steel White Prehung Left-Hand Outswing 4 -Panel Entry Door Model a G05848 Internet d 202038085 Store SKU c 312495 White The Fist Review $379.00 /EA -Each Tale hem does not gaudy for free shipping. This item cannot be shipped to the fa8owing state(s): AK,HI s $10,97 $299,00 $183,00 $199,00 $199,00 Defender Security Sehaga Urdt 200- Degree Door Camelot Keypad Viewer Entry with... Description a- The JELDr;, efciemy an pelyeiv!na., Schlep Pfymoufh Schiage Plymouth Sohb3ge Plymouth Handleset with Handleset with Handy with White Pre -hung Left-Hand Outswing 4 -Panel Entry Door offers energy door S conetruded of rust - resistant gelvanteed steel and a 1 -piece on is pre -hung door also features a camber top, decorative glass style ong- lasting Insulation n. ed steel draft protection r top and tempered glass Insert adds a decorative accent to the door r added durability enables easier finishing Mass hinge finish adds en elegant touch quires a 38-12 In. x 81 -3/4 In. rough opening fora secure fit Pm -hung door Includes borne for easier 'nate/at/on Energy star compliant From outside, opens toward the outside of the house with hinges on the right MFG Brand Nacre : JELD -WEN • MFG Model d: G05848 MFG Pelt A : G05848 SpenfttatiOns Assembled Depth (In.) : 4.5825 in Assembled Height (in.) : 81 In Assembled Width (in.) : 37.5 in Commercial' No Door Color Family : White Door Glass Type : Other Door Handing : Left- Handed Door Material : Galvanized Steel Door Swing : LH Door ThicImeoe : 1.75 In Door Type : Exterior Prehung Door Width (In.): 38 Door color White Primer Fire rating : None Frame Material : Wood Frame color : White Hinge finish family : Light Brass Hurricane rated : Yes Item Package Type : No Package Limed door style : Deco Glass Manufacturer Warranty : Lifetime Limited Warranty Number of panels : 4 PabdablelStalnable : Yes Prennished : No Product Weight (lb.): 115 Returnable: 90 -Day Sill finish family : Aluminum a Help My Account (Sign In or Register) Quantity: 1 (;rte' . +ADD TD MY UST SHOPPERS WHO VIEWED THIS ITEM PURCHASED... $37.77 MOEN Brantford 24 n Teruel Bar hm 01 Rubbed Biome $428.36 Masorde Glendale 3'w m u 8a In. White Prehung Lehi-tend Outsnurg 7)1 $22.26 MOEN Brantford Towel Ring a Od Rubbed Bronze I\9 isrmi ilhores VIileige APPROVED BY DATE ZONING rEP7 BLDG DE[='T NriC//C / / 42.yo• FEDERAL / II_ATlfNS SUBJECT TO COMPLIANCE WITH ALL STATE AND COUNTY PULES AND RFC,! http: / /www.homedepot.com/Doors- Windows - Entry - Doors/JELD -WEN /h d1!N- 5yclvZb... 10/31/2011 LOCATION LIAP Giza _ ,...„-•!„ 1 1 - ,x,, i4 04.14 we.= VitaRRICIVIIIMEM 263/61110StmatidaS3D1 MAL 901111 lot Ill od la W arma is. la, stast * a %Wa1 SUMS LOMIZIRONTAMENORDIastmiNg leapretss =coda htnalleharnt drags ifiVi tabransaoSsaThilmaNblellamtsitaltb. CAMOIANTALCURISM LIVICAIMO. C1139201VIONCJIMEABZIELAMIONLIECANCO. IIIISTIUMWANIVELSINSIMAMICIMPAVY. SISPLIUMISAffarsAVE,Dir,ir mostacmunferafter, auiriaeseerma ariam . - •_ :.?"0/....zeLasatts -1:12-=-1111Ert?'-'177 "aillri..7174.1MILL17.11111 autiApposi EIKETI>I OF SUFNEY magi- z.opi ti f Lz1/4-parrearbtz: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld = Wen 3250 Lakeport Blvd. Klamath Falls, OR 97601 S OPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 1411 WEST NAGLER STREET, SUrra 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 www.huildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AMT). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AID (in are 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 i mr«lial within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has bets designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "6-W' Outswing" Glazed Steel Door APPROVAL DOCUMENT: Drawing No. JW0509 -03 4II, titled "Impact Glazed Steel Door Outswing 6' -8" Lip Lite ", sheets 1 through 6, of 6 prepared by Jeld- Wen, Inc., dated 09/06/05 with revision `B" 04/08/06, signed and sealed by James J. Dobrowski, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed. then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidences page E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gass on, P.E. NOA No 05- 1215.01 Expiration Date: May 25, 2011 Approval Date: May 25, 2006 Page 1 Jeld -Wen, Inc. NOTICE OF ACCEPTANCE; EVIDENCE SURMLTTED A. DRAW1NCS. 1. Manufacturer's parts and sections drawings. 2. Drawing No "JW0509- 03.01 ", titled "Impact Glazed Steel Door Outswing 6' -8" Lip I4tc ", sheets 1 through 6 of 6, prepared by Jeld -Wen , Inc., dated 09/06/05 with revision `B" on 04/08/06, signed and sealed by James J. Dobrowski , P. E. B. • TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistant Test, per 19BC, 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 outswing steel door, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210 - 31954 dated 9/28/05, signed and sealed by Gerard John Ferrara, P.E. C. CALCULATIONS: 1. Anchor Calculations and structural; analysis, prepared by Jeld -Wen, Inc., dated 11/04/05, singed and seated James J. Dobrowski , P. E. Complies with ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, expiring on 03/04/09. 2. Test report No..199006660 -001, dated 04/08/99, for "Surface Burning Characteristics of Building Materials" per ASTM E84 -97A for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 3. Test report No x99006660 -001, dated_ 04/08/99, for "Test Method for Ignition Properties of Plastics, Procedure B, Short Method" per ASTM D1929 -91 for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 4. Test report No.ATI- 617S22,01- 106 -31, dated 01/14/06, for "Standard Test Methods for Tension Testing of Metallic Materials" per ASTM E8-01 for Steel Door Skin, issued by Architectural Testing, Inc. 5. Notice of Acceptance No. 03- 0422&02 issued to ODL Inc. for "ODL/Western Reflection Series Aluminum Glazed Lite Kit Assembly - Impact" dated 07/28/05, expiring on 07/28/10. E -1 Jaime D. Gascon, P.E. Chief, Product Control Office NOA No 05- 1215.01 Expiration Date: May 25, 2011 Approval Date: May 25.2006 field -Wen, Inc. NOTICE OF ACCEP'j'ANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement Letter of conformance and letter of "No financial interest" issued Jeld -Wen, dated 11/02/05, signed and sealed by Steve Saffell. 2. Statement Letter of conformance and letter of "No financial interest" issued by David Evans and Associates. Inc., dated 11/04/05, signed and sealed by James Dobrowsli, P.E. G. OTHER I. Letter form the consultant, dated 03/24/06, stating that the product is in compliance with the Florida Building Code (FBC). E =2 Jaime D. Gaseon, P.E. Chief, Product Control Office NOA No 05-1215.01 Expiration Date: May 25, 2011 Approval Date: May 25, 2006 jEL EN® Steel ' WOOD EDGE IMPACT GLAZED INSULATED STEEL DOOR 6-8 OUTSWING 86'JGLE OR DOUBLE DOOR UNIT UTILIZING COkFONENTS FROM ODL INC. ,IND ENDWIA PRODUCTS INC. •l GENERAL NOTES THIS PRODUCT ,°JDE OTOWEE'TTIE(IOWA SUUDDASC•:e0E AaLITh 4O WIZ 2. WOOD BUCKBEYOTHERS 21USTSE ANCHORED PROPERLY TO MANNER LcI4OS TOM STRUCTURE S PRODUCT ANCHORS MUSE ASUBTW AND21 RGW AS SHOW 0N DETAIL& ANCHOR EI ERIENT TOMES IfA1ER1At N OU SEBEYO41D Ika LL DRESSING ORsfl ca .A DE31600ED PP GSLRERATAVISE TAm.E'A PACE I. r WAS PRGVUOT!, EETa THE GomaREOU1RERAE VIS FOR HIGH VEaOCdlY HURRICANE (HMG ft PRODUCT DOES' NOT REQUIRE &WIRERS RESIDENTIAL INSULATED STEEL DOOA !O>mfrral to a6 As.� �mrL aLet� DOOR I.:AF CONSTRUCTION: FMS sheen: 24 GA (0.021 "nV I WI:knees. On'vanberdd ate&A -525 mmthmrdelguaelly AIOiQ per ATM 620 with average anima yield erength Fy(ave)46627psi Gem Design Expanded polystygne en gt 1.0 to 1..8 the daring, try JaN-We the Par h C n$0l 0p; The even end 4eecffvepane.h eze gen8tuctee from 24 GA (1.627 "meg galvanized sten The rac aeshee tsaticpendbat8rmanbere80"over Ale taoaedtrotbu mils. The Pop ref rceamaeta 1.0' high 1.66Er are. The steel Et gent mil maaaeees1 .21 * high x1.693"Wla The sees aerating gnats ere rat Anaedkee Ghe(stab andle ge less earth measure 1.00"hIghx I.368° wide. The barter cagy le third nth e4cendelpotyatlrenPa The tanre Meets n.'e gthed bttee er aVedpofy& yre naThepaned ►mecutoutfaq,MadaceOtt Agana ans. Unite aregeaaedwith tempered and fan thend impact t"tQ an double door appliegge es the h wn. tsdorxk had rrldr en mewed al mInum anagetof 666345 egos ingettinguted byEiden. F•lamvCotmVVOIi The honer the oaessvalmJot fingegoIntin la4fegrate measuring 4-9/14' x t -114 °. The reed gabs are. ma4lsederrdia if joined to be aids Jambs, and attached with three (3) 16614 Mir awn Fang stomas on each aide. The threethaid Ie afl deed to the skle jmas with three (9) 16GA 1118" OHM x2' tang staples an each Ada. wile use an &Lanz g elustebis threshold. Enna ODL btwdated the Is 1" ever&*laneae; gensieeng of Lyle (1) pane of 0.128' set nand glass; 96-* airspace; tam (2) penes of 6.1.25' owned grith .030* trtegayarby Salina. AA thee ar&manned geazedInto thep eels. TABLE OFCONTENTS SHEET, DESCRIPTION I TYe9CALB.EVATIMS 2 $ VERTICAL CROSS eBo aN &BILLOPLMTEWAL HOR ;MORTAL CROSS SEC1TONS 4 ANC- MING LOCATIE S MISCELLANEOUS DETAI S S Bra ■xttootearrs 37 1/2° MAX. FRAME WIDTH .35 3/4° W FANEL WOW 0 0 d SWGLEO.'TSINGVG UNIT 74' IIAX. OVOVUM .• FRAME R'ID'S 36 1/2. MAK PANEL. TeITN W /ASTRAGAL L .4LL DOOR MODELS ARE VIEWED FROM ME BNTERIOR 367E TABLE I DESIGN PRESSURE ,RATING %. % APPROVED FOR LPI$ WHERE PROTECRON FOR WATER INFILTRATION IS REOLORED POSIITWE +.O PEE' NEGATIVE -00.0 PSF v e.J29;. 9 -ors. g k. h a - REF ASTRAGAL BOLT ITEM # 12 DC'UELE OUTSWINO UNIT to! lune sate '0. POW EUE 9-06—CS WALE: NTS ONO. BY. JPR OIL BE PPAVANO NO.: ,.W0509- 03• -01 srer 1 of IL, 2) ad I w_ NOTE 1 & r" jNT(.4IOR i. ;IilR SEE NOTE &2 NOTES: 1. FOR ANC-OR SPACING SEE SHEET 4 OF 6 2. 2.11 BUCK TO SUBSTR,.TE FASTENING MAY LTIUZE OPTIONAL 3/16" ELCO TAPCON (NOA 002- 0503.07) VERTICAL CROSS — SECTION_ (ENDURA ;:4 FOB44566 SILL) aeamna N* Ji412509 -03 -02 Item DESCRIPTION Matericl 1 SIDE JAMB (1 t/4 x 4 9/i6" FJNGERJLIINTED PINE) PINE 2 HEAD JAMB (1 1/4"x 4 9/'16" FINGERIOINTED PINE) PINE 3 4" r. 4" BUTT HINGE 120A. (.089" .4IN) STEEL STEEL 4 4$9 x 5/8" PHILLIPS FLATHEAD WOOD SCREW 5 >W8 u 2 1/2" if HILLIPS•FLATHEAD VIDOD SCREW STEEL 6 10 X 1 1/2" PHILLIPS FLATHEAD W700 SCREW STEEL 7 #8 x 3" PHILLIPS FLATHEAD WOOD SCREW • STEEL 8 'liar"' PHILLIPS PAN HEAD .YQOD SCREW STEEL 9 COMPRESSION WEATHERS/RIP (Q -LON QDS -650,. 11 OUTSWING 8UA1P THRESHOLD ENDURA). ALUMINUM 12 ASTRAGAL THROW BOLT STEF1 ROD, 5/16 18" STEEL 13 ASTRAGAL BOLT STRIKE PLATE LOCATED ON HEAD JAMB STEEL 14 '6 Cal. •7/16° CROWN x 2'' L04G. STAPLES STEEL 15 KWI SET TITAN SERIES LOCK SERIES 400 16 KWiFCSET TITAN SERIES DEADBOLT SERIES 780 .17 ENO•JRA ULTIMATE HURRICANE ASTRAGAL ALUMINUM STEEL __._ 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL. 19 2x WOOD BUCK: WOOD 20 SHIMS FOR 1/4. MAX THICKNESS WOOD 21 DOW 995 SILICONE SEALANT SILICONE 22 l'" IMPACT IC ASSEMBLY NOA P3-0428-02 GLASS 23 T /8' TEMPERED GLASS GLASS 24 3/8' LAMINATED ANNEALED CLASS GLASS 25 .00K BLOCK (. VCO X 12" LC) WOOD� 26 2 TOP .?AIL (K7..IGERJOINTEO PM) PINE STEEL E'OTTOM RAIL (25GA MIN GALVANIZED STEELS 28 EXPANDED POLYSTYFEWE (1.0 70 1.251Ls DENSIY 81' JEW —WEN; FOAM STEEL GALVANIZ ALMA 29 STEEL DXIR PANEL SKIN MATERIAL (240A GALVANIZED) A -52.5 COMMERCIAL QUALITY 0.221" MIN. THICK.) . 30 COL LITE FRAME (?LUM 6063 73) .31 HINGE SIDES ANGER JOINIE0 LVL RE 32 IATCI I" ., . aT• I. y LW. LVL 33 A8 a 2" PHILLIPS FLATHEAD WOOD SCREW STEEL NOTES: 1. FOR ANC-OR SPACING SEE SHEET 4 OF 6 2. 2.11 BUCK TO SUBSTR,.TE FASTENING MAY LTIUZE OPTIONAL 3/16" ELCO TAPCON (NOA 002- 0503.07) VERTICAL CROSS — SECTION_ (ENDURA ;:4 FOB44566 SILL) aeamna N* Ji412509 -03 -02 SEE NOTE #3 & 4 3/4' MIN: -.J L.- EMS, 1/4' MAX. SHIM 1/4' '4AX SH1'1 1 /S'MIN I CTRSINKI 5 9,9 � R„ � 3 Sri D I V -/1A Pb SEE NOTE & 4 EIS r OR.ZONTAL CROSS SECTION Ar LATCH JAMS TO BUCK, PtP. NOR/ZONAL CROSS SEE:MON `„ AT "ENOLR4' ASTRAGAL. [L HORIZONTAL CROSS SECTION V AT HINGE ,LAWS TO BUCK, TYP. NOTES: 1. AS;AGAL FASTENER SPACING DETAIL F, PAGE #5. (TOTAL OF 14 SCREWS). 2, LATCH AND DEACBOLT STRIKE PLATES MOUNT TO ASTRAGAL WIN ADJUSTABLE NUT PLATES. BOTH PLATES REWRE S8 X 3" PHILLIPS PLATE HEAD W000 SCREWS, 3. FOR ANCHOR SPACING SEE SHEET 4 OF 6 4.. 2u BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16' ELCO TAPCON {N0.4 #02- 0503.07) a Apprwaty ,. iamM wt. mice: {thd: D 9 -06-09 s:xam NTS DA. BY: JPI'e MIX BY: (IM (IMMO No.: J10509- 03-03 rw ,P IS TYPICAL JOINING OF SIDE JAMB TO HEAD JAMB OR S'LL SINGLE DOOR. ANCHORING LOCATIONS NOTES: 6 I 12.4 12.4 r SEE NOTE I 12.4 -- --I 12.4 12.4 - -- 12.4 r-- --I 12.4- 74 . HEAD JANOS & SILLS ARE JOINED TO THE SIDE JAMBS USING (3) 16 G. 7/16" CnMWN x 2" LONG STAPLES. DOUBLE DOOR ANCHORING LOCATIONS `-SEE DES NL E SHEET 5 Vl I w, U, O I A mgt aTI 9 -06 -05 sox: NTS w %. BY: JPR ME. Mt WPM 110.1 - tv/0509 -03 -114 SHE Si a or �.` 4 s /16" 'V-,0 -v6 N DF4�1 3 /8'.ASTPAGAL RETAINER BOLT HOLE THFiM! THRESHOLD /MASONRY x 1 -3/8. DEEP DETAIL 8 DRILL 3/8° ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD/NASCa1RY x 1 -3/8' DEEP DETAIL A HINGE MOUNTING DETAIL DETAIL E TYPLCiL ASTRAGAL STRIKE PLATE 1/2 x 1/4 ALUM SPACER 7/8° TEMPERED GLASS _— I/2' AIR SPACE r) vi Qlrr7NCP M 3/4' QA55 BITE ASTRAGAL DETAIL Fastener Saacing Endure Astragal, it x I° PPH WS GLAZING DETAIL, INSULATED GLASS UNIT DETAIL C STRI {E PLATES TO awe DETAIL 0 ST24rE PLATES TO TYPICAL ASTRAGAL. — 0.090' Pd8 LNTERLAYER BY SOLUTE% 7/8' ANNEALED V)° m Laza d 4 a eaa r iX C_ nest ro_ u DIe 9 -06 -05 s.0 Nrs 000. 001 .DPP CSC Sr: DRAMA n.1 _+10/0509 -03 -35 $400 1. Cr.... 1 :. C — 17 182"• ." —1----H 121 * 0446tee,4k' 11-4-0 b 1.25 " 0 I (3 1 . ., 03 _..1 1.688° 1-..— '4- ‘1. ro) ,. oar & v IATGN ,D SIPPORT . moor ("4 JELQ -WEN, INC. 31725 HIGHWAY 97 N. CHILOQUIN, OR. 97624 PH. 1-8004 35-3924 —4.-- .089" (Mfr) ISMJ:UKE 4 x 4 x 12 GA STEa ■134..) 4.563 ...J.2,......3) STILES AND RAU: (ATC STILE & HINGE STILE TOP RAIL (FINGERJOINTED PIE) 1.."'" OUTSWING THRESHOLD (ENDLIRA) PARTPC134566A4, 6063-T6 .4LUMINUM DIDURA ULTIMATE HURRCANE ASTRWAL • 5063-T6 A,MMINUM .02' 1.688' 1.646 -.— t -..- .; 0 0 25 1 PRocucT: IMPACT GLAZED STEEL DCDR CUTSVING 6' -8' LIP LITE 0 (. . r\ ..---- 3.125" ii. Jul] ___J _1. , ..... ,. ,,m.., p 4.563" 1 Ei.. .1 .324" —.-1........_ BOTTOM RAIL, ___1 i„ OGL UTE .RAMC 1 [.. I --1 2 .188 — LOCK BLOCK CL2:1) WOOC 1.- z ■ STEEL, 254 MIN GALVANIZED In vg202 jam '1 ,... FINCERJOINTED PINE ALIM/NUM 6065 TS 9 19/32" 1.— C■I L.M.WHIESSION WEATHERSTRLe (1 3) ''"'' 2.5' —1 --.-- 2.5" --1 II MERAL REVISION$I . 1 CD esi Q, ASTRAGAL BOLT HEAD STRIKE ASTRAGAL SILL STRIKE PLATE I T.w SAS ti t 11:1-1 , P"' Aar ISM". Codas . ,.,:e• 1, 10 .-.ril901.11$• t ._•.: ....._ 3,....„___:_, one. 9-06-0E— 18' -17 I ASTRAGAL BOLT CN maz Nrs ma. eri: JPR „, i\3) MATERIAL: cm STEEL .40D ;5. ZINC & YFLLOW CHROMATE , .... Emma No.: ..1W0509-03-66 $41Er 6 or E_