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WS-11-588Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 157932 Permit Number: WS -4 -11 -588 Scheduled Inspection Date: August 03, 2011 Inspector: Bruhn, Norman Owner: MOYER, GORDON Job Address: 9301 NE 12 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050270010 Building Department Comments REPLACE FRONT DOOR WITH A PELLA IMPACT GLASS DOOR Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 02, 2011 For Inspections please call: (305)762 -4949 Page 7 of 47 (64.11 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 OWNER: Name (Fee Simple Titleholder): Go, Az4 %%®,,YE-✓ Address: 93 ®/ /1 2:73! A9 ye- Permit No. APR 0Q 2011 S I!- SDY', Master Permit No. Phone #: 30S 7 -3 92 / City: /11/ /1,4/ / S/,FoR- State: Zip: 3 3 138 Tenant/Lessee Name: Phone #: Email: 55'Voyere el-0 JOB ADDRESS: 930/ 'V' l Z'' ,Q✓1 City: Miami Shores Folio/Parcel #: 17 3 105-'62700 / 0 County: Miami Dade Zip: Is the Building Historically Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: D UVE2. GJ v o L F7L Phone #: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ LL O 7 Type of Work: ❑Addition ❑Alteration Description of Work: RFPLge E' /A-7,49c7- 7z,4.5-.s- Miami z ,4ss Square/Linear Footage of Work: AiRepair/Replace Ca/ ✓ !-i- ✓� CINew 1 AD og ODemolition * ***** * *** ************** **** x** ** *a:**•,* Fees** * * * *** *** *a� *.x�x+x**** * * * * *�x+a:ux�x�x�****�xm�x� *** Submittal Fee $ O / Permit Fee $ 7, 6 ` CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not bepproved and a reinspection fee will be charged. �c ...__ Signature Signature Owner or Agent The for going i strument was a day of , 20 _L, by atowledge before me t] ) _4 �_'i who i� personally e -nor who has produced Contractor Thlr foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTA ,PUBLIC: r ,,,,. pI D,. Sign: p ti_ � � . - _< m t,tt -, °�''�1• ���,�„�' o Sign: Print: ,: �., �c'S -t', 14 ;�ti' s' Print: orb C "til4;°, P� �ft�«,o.e_. Y' ' .'' My Commission Expires: `O•aeeH, = k*sg$ e** K=$ sekaki k= k$ a$ z$ e$ eg: skh, *** **$e*$ssk$ssl: *sk>kHe*ikakak �Aa$ z*jk$ s*Hsak= k**$ eXs= kL kaknk= ks g*ak2 k**** ik= kak= kH== k**** ** ak= kak****** s: eskgeHage*a s$aga$a$e*a$gss$****** APPROVED BY `-‘/ Plans Examiner Zoning NOTARY PUBLIC: My Commission Expires: 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: &/17,i0 S'. ifn ®YEA DATE: 1/ ADDRESS: 930/ NC /L reL Ave m.4ri 52,10.zffst /42- .33i 3A? 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. 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 „41---7 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 o substantially improved it for sale or lease, which violates the exemption. 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. Initial✓'` 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. 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. 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 govern 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 http: / /www.myfloridalicense.com /dbpr /pro /cilb /index.fjtml 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: y J o f Ale- /2T' //V4 ,41,,-,' 5i4,,re> 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 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 contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. l Was acknowledged before me this day of V�(' i , 20 ® p I By V� who was personally known to me or who has Produced there License or 3tiiiec' TO COMPUANO WITH ALL FEDERAL p S r ATE AND COUNTY RULES AND RE a ift_AT1ONS N85 °44'30 "E A/C.ELEV. =8.91' 8.51 8.77 %- x 6' W.F. NO CAP 7.00 X6.90' 40.80' 20.05' 0 8.60' REMAINDER LOT-2 BLOCK -1 (NAP.) 7.60' LOT -1 BLOCK -1 ONE STORY RES. # 9301 LOT -2••• • SOCK -1•• • F.I.P 1/2" 37.05' 98'. 2.'30 N'1 F.I.P 1/2" 03'45 "E 6.. x 75.00' F.I.P 1/2" N89 °22'45 "W NO CAP • • ••• • • 2007 FLORIDA BUILDING CODE & ASCE %p5 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)'- Alm* • • 10 15 20 Tributary Area Sq Ft) 35 : 40 45 50 10 15 20 Tributary Area Sq FF) • • • • 40 • •45 • • •50• 25 30 25 30 381P 0 -15 ft -50.4 -192 - 48.3 -47.6 -47.1 -46.0 -46.2 -45.9 -45.8 0 -15 ft - 622 -59.8 -58.0 -56,7 -55,6 -54.6 -53,8 "53.1 -&.5 +46.5 +45.2 +44,4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -51.1 - 49.8 - 49.0 -48.3 - 47.7 - 47.3 -46.8 - 48.5 -46:2 16 ft -63.1 - 60.0 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 +47.1 +45.9 +45,0 +44.3 +43.7 +43.3 +42.9 +42,5 +42.2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +429 44216 +422 18 ft -52.4 -51.1 -502 -49.5 -48.9 -48.4 - 48.0 -47.7 47.3 18 ft 54.6 -62.1 -60.3 -58.9 -57.8 -56.8 - 55.9 i ' :-54 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43/9 44316 *4312 20 ft -53.5 -52.2 -51.3 -60.6 - 50.0 .49.5 -49.1 -48.7 -48.4 20 ft - 66.1 -83.5 -61.6 -60.2 -59.0 -58.1 • 2 -57 :58:4 a i5i +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +449 +44.5 +44.2 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 ft -54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 ft - 67.4 +50.4 - 64.8 +49.0 - 62.9 +48.1 -61.4 +47.4 -60.2 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 24 ft - 68.7 -66.0 - 64.1 -62.6 - 61.4 -80.3 -59.4 -58.7 -58.0 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 26 ft -69.8 - 67.1 -65.1 -63.8 -62.4 -61.4 -60.4 -59.6 -58.9 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9' '' +47.5 +47.1 +46.7 28 ft -57.5 -56.1 -55.1 -54.3 - 53.7 -53.2 -52.7 -52.3 -51.9 28 ft -70.9 - 88.2 -682 - 64.6 -63.4 52.3 -61.4 - 60.6 -59.9 +53.0 +51.6 +50.6 +49.8 +492 +48.7 +48.2 +47.8 +47.4 +53.0 +51.6 +50.6 +49.8 +492 +48.7 - +48.2; +47.8 +47.4 30 ft -58.3 -56.9 - 55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 30 ft -72.0 - 89.2 -67.1 -65.6 -64.3 -63.2 '' -62.3 -61.5 50.7 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 32 ft -`59.1 57.7 -56.7 55.9 - 552 54.7 542 53.8 -53.4 32 ft -73.0 -70.1 - 68.1 - 66.5 -65.2: -84.1 - 83.1 -62.3 -61.6 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 +54.5 +53.1 +52.0 +51.3 +50.8 +50.1 +49.6 +49.2 +48.8 34 ft 59.9 -58.4 57.4 -56.6 -55.9 55.4 -54.9 -54.5 -54.1 34 ft -73.9 -71.0 -88.9 57.3 56.0 - 64.9 -64.0 53.1 -62.4 +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 36 ft -60.6 59.1 58.1 -57.3 -56.6 -56.1 55.6 55.1 -54.8 36 ft -74.8 -71.9 -69.8 -68.1 -66.8 55.7 -64.7 53.9 -63.1 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 -61.3 -59.8 -58.7 -57.9 -57.3 -58.7 -562 -55.8 -55.4 -75.7 -72.7 - 70.6 -68.9 -67.6 -66.5 -65.5 -64.6 -63.8 ft +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 ft +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 40 ft -62.0 -60.5 +57.1 +55.6 59.4 +54.5 -58.6 +53.7 -57.9 +53.0 57.3 +52.5 - 56.8 +52.0 56.4 +51.5 -58.0 +51.1 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -672 +52.5 -66.2 +52.0 -65.3 +51.5 -64.5 +51.1 -62.6 -61.1 -60.0 - 59.2 58.5 -57.9 -57.4 -57.0 -56.6 -77.3 -742 -72.1 -70.4 -69.0 - 67.9 -66.9 -66.0 -65.2 42 ft +57.7 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7;- 42ft +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 ft 532 -61.7 -60.6 -59.7 - 59.1 -58.5 -58.0 57.5 - 57.1.. ft -78.0 -75.0 -72.8 - 71.1 -69.7 -68.5 -67.5 -86.6 -65.8 +58.3 +56.7 +55.7 +54,8 +54.1 +53.5 +53.0 +52.6 +52.2 +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53,0 +52.6 +52.2 53.8 -82.3 -61.2 -60.3 59.6 - 59.0 58.5 -58.1 -57.7 -78.8 -75.7 -73.5 -71.8 -70.4 -692 58.2 -67.3 -66.5 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 48 ft -64.4 -62.8 -61.7 50.8 -60.1 59.6 -59.0 -58.6 -58.2 48 ft -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54,5 +54.0 +53.6 +53.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 50 ft -64.9 -63.4 522 -61.4 -60.7 -60.1 -59.5 -59.1 -58.7 50 ft -802 -77.0 -74.8 -73.0 -71.6 -70.4 - 69.4 -68.5 -67.6 +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 ft -65.5 -63.9 -62.8 -61.9 -612 50.6 50.0 -59.6 -59.2 52 ft -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 -68.2 +60.4 +58.8 +57.6 +56.8 +58.1 +55.4 +54.9 +54.5 +54.0 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +549 +545 +54,0 54 ft -68.0 - 84.4 +60.8 +59.2 -63.3 +58.1 -62.4 +572 - 61.7 +56,5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -74.2 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.8 +54.9 -68.7 +54.5 56 ft 58.5 -64.9 53.7 -62.9 52.1 -01.5 51.0 - 60.5 -80.1 58 ft -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 59.3 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 60 ft -67.5 -65.8 - 64.7 -63.8 -63.0 -62,4 -61.9 -61.4 -61.0 80 ft - 83.3 -80.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 +622 +80.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 +622 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 • -••• 'WIF D VELOCITY =146 MPH •1- EXPOSURE 'C' MRH =0 -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TAB AREi ENDED TO DEPICT THE WORST CASE' PRESSURES. 'WORST CASE' IS • DNFINND 7 THE C (1TICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. • Y9E OF CAL NDITIONS REQUIRED FOR USE WITH THESE TABLES. 31 FOR SISUATIOAS THAT REQUIRE Kd =1c0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR C3F•11118•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° SHLL • •5A DB6N71FY BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT • CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. • 0 ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE A S PTION. • (G�JI�T� ¶HE TRIBUTARY -AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR • THE Aft LEIUGTH (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 & 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 I=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 INTERPRETATION IF REQUIRED. ELEVATION I WALL ZONE FIGURES In r z 1 fA 0 0 5 [n REMARKS INIT ISSUE DRWN CL CHKD FLB DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 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, P.E "ALTERATIONS, ADDITIONS, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 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 #9888 RIC '-n oZ r tri � CO 2 D 0 0 m l • BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION 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 NOTICE OF ACCEPTANCE (NOA) www.miamidademov/buildina Pella Corporation 102 Main Street Pella, IA 50219 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami —Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Architect 850" Aluminum Clad Outswing Wood Door — L.M.i. APPROVAL DOCUMENT: Drawing No. 1729, titled "Series Architect 850 Series Out—Swing Aluminum Clad Wood Doors ", sheets 1 through 10 of 10, dated 12/13/10, prepared by W. W. Schaefer Engineering & Consulting, P. A., signed and sealed by Warren W. Schaefer, P. E., bearing the Miami —Dade County : Product Control Approval stamp with the Notice of Acceptance number and Approval.date by the l�i i- 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 a loicr, city, elatE and following statement: "Miami —Dade County Product Control Approved ", unless othetris,.oted her0i . RENEWAL of this NOA shall be considered after a renewal application has beenyflleelmd there h s been no change in the applicable building code negatively affecting the performance of thUr f Cf$uct. • TERMINATION of this NOA will occur after the expiration date or if there has ben a revisiororehttnge in the materials, use, and/or manufacture of the product or process. Misuse of this N C 4 •assn endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NO:reliiture 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, evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. • • .... • • MIAMI DADE COUNTY APPROVED 5 It NOA No. 10- 1222.03 Expiration Date: February 10, 2016 Approval Date: February 10, 2011 Page 1 Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 1729, titled "Series Architect 850 Series Out—Swing Aluminum Clad Wood Doors ", sheets 1 through 10 of 10, dated 12/13/10, prepared by W. W. Schaefer Engineering & Consulting, P. A., signed and sealed by Warren W. Schaefer, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5). Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 32.1, TAS 202 -94 along with marked —up drawings and installation diagram of outswing door, prepared by Stork Twin City Testing Corporation, Test Report No. TCT 003842 —P, dated 09/21/2010, signed and sealed by Thomas A. Kolden. P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by W. W. Schaefer Engineering & Consulting, P. A., dated 12/15/10, signed and sealed by Warren W. Schaefer, P. E. Complies with ASTM E1300-04 • •••• • • • • D. QUALITY ASSURANCE • • • 1. Miami—Dade Building and Neighborhood Compliance Departni i '(DNC). • .... .... . . ..•• .... E. MATERIAL CERTIFICATIONS • • • • • • 1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DGNlsmdurs & i r4., Inc. fiat .... their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, egpirtita on 12/11411. •' F. STATEMENTS 1. Statement letter of compliance with the FBC 2007, dated December 165,2010: signed • and sealed by Warren W. Schaefer, P. E. 2. Laboratory compliance letter for Test Report No. TCT 003842 —P, issued by Stork Twin City Testing Corporation, dated September 21, 2010, signed and sealed by Thomas A. Kolden, P. E. 3. Proposal No. 10 -0609 issued by BCCO, dated July 06, 2010, signed by Jaime D. Gascon, P. E. • • • • • • .. G. OTHERS 1. None. E -1 Jaime D. Gascon, P. E. Product Control Section Supertvisor NOA No. 10-1222.03 Expiration Date: February 10, 2016 Approval Date: February 10, 2011 • GENERAL NOTES: 1. THESE DOOR SYSTEMS HAVE BEEN TESTED. ANALYZED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN W THE ALLOWABLE DESIGN PRESSURE TABS). 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE 3. ALL HARDWARE & FASTENERS SNAIL BE IN ACCORDANCE WITH THESE DRAWINGS & SHALL NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. THE DETAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED & PROPOSED FOR WATER, AIR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH THE FLORIDA BUILDING CODE PROTOCALS TAS -201. 202 & 203 FOR LARGE MISSILE IMPACT DOORS. 5. THESE DOOR SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FTC) INCLUDING HIGH VELOCITY HURRICANE ZONES (HNR). B. IMPACT SHUTTERS ARE NOT REQUIRED WITH THESE DOORS. 7. ALL ANCHORS SECURING DOOR FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 8. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WAND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, A DIRECTIONALRY FACTOR OF Kd = 0.85 MAY BE APPI1ED PER THE ASCE -7 STANDARD. 9. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE CERTIFICATION OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd = 1.8 WAS USED FOR WOOD SCREW ANALYSIS ONLY. TO. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. It. All WOOD MEMBERS OF DOORS THAT MAY POSSIBLY COME INTO CONTACT WITH MASONRY OR CONCRETE SUBSTRATES, ARE SUBJECT TO MOISTURE & /OR ARE SUBJECT TO THE OUTSIDE ENVIRONMENT SHALT. BE OF AN APPROVED DURABLE SPECIES OR BE TREATED IN AN APPROVED METHOD WITH AN APPROVED PRESERVATIVE PER FBC SECTION 2328. FRAME ANCHOR REQUIREMENTS TABLE OPINING TYPE (SUBSTRATE) FRAME /CUP TO OPENING FASTENER TYPE MINIMUM EMBED MINIMUM EDGE GIST. FRAME /SILL SCREWS (3) MIN. 2X6 WOOD FRAME OR BUCK (MIN. OR 3 & G=0.55) NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4° MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP /DRILL SCREW FULL 1/2° MIN. 1/8" THK A36 STEEL NO. 10 GR. 5 SELF TAP /DRILL SCREW FULL 1/2° MIN. 1/8" THK 6063 -15 ALUM. NO. 10 R, 5 SELF TAP /DRILL SCREW FULL 1/2° (2) MIN. C -90 CMU (I) 1/4° CONCRETE SCREW 1 1/4 2" MIN. 2500 PSI CONCRETE (1) 1/4° CONCRETE SCREW 1 1/2° HINGE SCREWS (3) MIN. 2X6 WOOD FRAME OR BUCK (MIN. GR. 3 & 0 =0.55) NO. 12 SMS OR WOOD SCREW 1 1/4° 3/4° MIN. 18 GA. 33 KSI METAL STUD MIN. 1/8° THK A36 STEEL MIN. 1/8° THK 6063 -T5 ALUM. MIN. C -90 CMU OR 2500 PSI CONCRETE NO. 12 GR. 5 SELF TAP /DRILL SCREW NO. 12 GR. 5 SELF TAP /DRILL SCREW NO. 12 GR. 5 SELF TAP /DRILL SCREW (I) 1/4° CONCRETE SCREW FULL 1/2" FULL 1/2° FULL 1/2° 1 1/4" 2" STRIKE SCREWS (3) MIN. 2X6 WOOD FRAME OR BUCK (MIN. R. 3 & G =0.55) MIN. 18 GA. 33 KSI METAL STUD MIN. 1/8" THK A36 STEEL MIN. 1/8" THK 6053 -T5 ALUM (2) MIN. C -90 CMU MIN. 2500 PSI CONCRETE L N0. 8 R. 5 SELF TAP /DRILL SCREW NO. 8 GR. 5 SELF TAP /DRILL SCREW NO. 8 GR. 5 SELF TAP /DRILL SCREW (I) 3/16° CONCRETE SCREW (I) 3/16° CONCRETE SCREW NO. 8 SMS OR WOOD SCREW 1 1/4° 3/4° FULL FULL FULL 1 1/4" 1/2° 1/2° 1/2" 2° INSTALLATION CLIP SCREWS • 1 1/2" 2" 7• ••• • ALLOWABLE DESIGN PRESSURE (DOUBLE OPERABLE DOORS) MAXIMUM FRAME HEIGHT (IN) 119.5 MAXIMUM FRAME WIDTH (IN.) 75 71.25 DESIGN PRESSURE POSITIVE (PSF) 50.0 52.6 NEGATIVE (PSF) 50.0 52.6 66.25 55.0 56.6 107.5 59.25 50 75 71.25 66.25 55.0 55.0 55.0 55.0 55.0 63.3 75.0 55.6 58.5 59.25 55.0 50 55.0 62.9 70.4 83.4 95.5 75 71.25 66.25 59.25 75 70.0 70.0 70.0 70.0 70.0 70.0 73.7 79.2 85.0 77.7 86.0 71.25 70.0 81.8 66.25 70 0 85.0 81.5 75 70 0 85.0 NOTE: SEE GLASS OPTION 2 GLASS VS. PRESSURE RESTRICTION WITH I.G. GLAZING DETAIL ON SHEET 5. HINGE REQUIREMENTS MAX. FRAME HEIGHT QUANTITY PER PANEL 119.5" 6 107.875" 5 99.375° 4 83.875° 3 HINGES ARE APPROX. 9.5° FROM HINGE CENTER TO THE TOP & BOTTOM OF THE DOOR FRAME & EQUALLY SPACED BETWEEN. • • • •• MIN. 2X6 WOOD FRAME OR BUCK (MIN. GR. 3 & G =0.55) NO. 8 SMS SCREW • 16/8 °• • •• • 334" • • MIN. 18 GA. 33 KSI METAL STUD NO. 8 GR. 5 SELF TAP /DRILL SCREW • •FULL• • • 1/2•• MIN. 1/8" THK A36 STEEL NO. 8 GR. 5 SELF TAP /DRILL SCREW FULL 1/2° MIN. 1/8° THK 6063 -T5 ALUM. NO. 8 GR. 5 SELF TAP /DRILL SCREW FULL 1/2° (()HEAD TAPCONS SCREWS HILTIKWIK CON II (HARDENED STEEL OR 5.5.). ','V"' •e (2) CMU IS APPLICABLE AT SIDES ONLY. • • (3) 2X6 BUCKS MAY BE RIPPED DOWN TO MIN. 4 1/2° DEPTH EXCEPT WHEN • • • INSTALLATION CUP CONDITION APPLIES. • • ••• • I • ••• • •• • • • EDGE DISTMVQE MAY BE DECREASED TO 1/2" IF SCREWS ARE ANGLED 15 TO 20 • • JDEGREFS AWAY•III M • WHE E E.• • • • • • • • • • • • • ALLOWABLE DESIGN PRESSURE (SINGLE OPERABLE DOORS) MAXIMUM FRAME HEIGHT (IN.) MAXIMUM FRAME WIDTH (IN.) DESIGN PRESSURE POSITIVE (PSF) NEGATIVE (PSF) 119.5 37.875 36 33.5 50.0 50.0 52.6 52.6 55.0 56.5 30 25.375 107.5 37.875 36 33.5 55.0 55.0 55.0 55.0 55.0 63.1 74.6 55.6 58.5 62.8 95.5 30 55.0 25.375 55.0 37.875 70.0 36 70.0 33.5 70.0 30 70.0 37.875 70.0 86.0 36 70.0 33.5 70.0 85.0 81.5 37.875 70.0 85.0 70.2 83.0 70.0 73.6 79.1 85.0 77.7 81.8 NOTE: SEE GLASS OPTION 2 GLASS VS. PRESSURE RESTRICTION WITH I.G. GLAZING DETAIL ON SHEET 5. CORNER CONSTRUCTION: TRIOS JAMBS: SIDE JAMBS ARE COPED & BUTTED TO HEAD & SILL AND SECURED WITH 2 N0. 8 X 3° WOOD SCREWS AT EACH HEAD CORNER AND 3 NO. 8 X 3' WOOD SCREWS AT EACH SILL CORNER. JAMB CLADIENG:CIADDING IS MITER CUT & JOINED AT HEAD WITH CORNER KEY & 2 NO. 10 X 17/32° SCREWS PER CORNER & BUTTED AT SILL AND JOINED WITH 2 NO. 10 X 3/4" SCREWS PER CORNER. PANEL RAILS ARE RIMED TO STILES & JOINED WITH 2 NO. 12 X 4° SCREWS AT TOP RAIL. & 3 NO. 12 X 4' SCREWS AT BOTTOM RAIL ON THE HINGE SIDE. ON THE LOCK SIDE, N0. 12 X B° SCREWS ARE USED DRAM RY: '.Ts CM E150 BY: HAS 1.24 22/1a /10 6 8 0 2 W d DRAWING NO. REV. 1 729 SHEET NO. 1 OF 10 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • •• •• V. 2 1 5 75° MAX. FRAME WIDTH STRIKE SCREWS INTO SUBSTRATE (3 PER STRIKE PLATE). SEE °FRAME ANCHOR REQUIREMENTS TABLE° ON THIS SHEET FOR SCREW REQUIREMENTS (HEAD & SILL) 6° MAX. �^6 g^�e 0 H — 6" MAX. I I I { 6 I L 6° MAX. -t - -r FRAME SCREWS OR INSTALLATION CUPS WHERE SHOWN. SEE °FRAME ANCHOR REQUIREMENTS TABLE° ON THIS SHEET FOR REQUIREMENTS (CUPS ARE NOT APPUCABLE AT SILL). HINGE SCREW INTO SUBSTRATE (1 PER HINGE). SEE °FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SCREW REQUIREMENTS. NOTE: DOORS MAY BE FULLY GLAZED AS SHOWN, OR PARTIALLY PANELED. SEE SHEET 4 FOR PANELED DOOR CONDTTON. / ,t(NAGTWVEl HrGE Q. '-OPTIONAL MID -RAIL IACTIVE) 26 1/4° MAX D.LO. /-40 HAVE / / SEE CORNER CONSTRUCTION 6" MAX. -1-T-- DESCRIPTIONS ON SHEET 1 CENTER FRAME /SILL SCREW IS ONLY REQUIRED WHEN JOB REQUIRED DESIGN PRESSURE IS GREATER THAN +1-50 PSF (TYP. HEAD & SILL) 1 d NAIL FIN AND ANCHORING OF NAIL IrFIN IS OPTIONAL & SHALL NOT ACT AS A SUBSTITUTE FOR THE FRAME ANCHORS SPECIFIED. FIN MAY BE REMOVED WHEN REQUIRED BY OPENING CONDITIONS 0 1 MAX. O.C. I (SIDES) I a�— 6° MAX. 1- s MAX. 44 EXTERIOR ELEVATION;. DOUBLE RECTANGULAR DOOR SCALE: 1/2" = 1' -0° ALLOWABLE DESIGN PRESSURE (DOUBLE OPERABLE DOOR) •• ••• • • • • • •• SEE SHEET 1 SILL SCREWS WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE° ON MIS SHEET FOR REQUIREMENTS. • • • •• ••• ••• ••• • • • • • • •• •• • • • • • •• • • • •• • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • STRIKE SCREW INTO SUBSTRATE (1 PER STRIKE PLATE). SEE °FRAME ANCHOR REQUIREMENTS TABLE° ON SHEET 1 FOR SCREW REQUIREMENTS (HEAD &. SILL) 37 7/8° MAX. FRAME WIDTH 6" MAX -- 6° MAX. 6° MAX. � —r FRAME SCREWS OR INSTALLATION CUPS WHERE SHOWN. SEE °FRAME ANCHOR REQUIREMENTS TABLE° ON SHEET 1 FOR REQUIREMENTS (CLIPS ARE NOT APPLICABLE AT SILL). d STROM OPPOSITE 26 1/4" - °- MAX. D.L.O. LOCO / I1 6° MAX. --) EE CORNER CONSTRUCTION STEM DESCRIPTIONS ON SHEET t HINGE SCREW INTO SUBSTRATE (1 PER HINGE). SEE 'FRAME ANCHOR REQUIREMENTS TABLE° ON SHEET 1 FOR SCREW REQUIREMENTS. '/- NAIL FIN AND ANCHORING OF NAIL FIN IS OPTIONAL & SHALL NOT ACT I AS A SUBSTITUTE FOR THE FRAME A ANCHORS SPECIFIED. FIN MAY BE REMOVED WHEN REQUIRED BY OPENING CONDITIONS 4 16° MAX. (SIDES) O.C. 6° MAX. STRIKE SCREW (1 PER JAMB LOCK STRIKE). SEE °FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR Ik�- REQUIREMENTS -- 6° MAX. SILL SCREWS WHERE, SHOWN. SEE • "FRAME ANCHOR REQUIREMENTS TABLE ON SHEET 1 FOR REQUIREMENTS. EXTERIOR ELEVATION; SINGLE RECTANGULAR DOOR SCALE: 1/2° = 1' -0° ALLOWABLE DESIGN PRESSURE (SINGLE OPERABLE DOOR) SEE SHEET 1 �.v 'S °xi O/m 1 EI SEN' U i, SHEET NO. 1 of 10 ••• • • • • • • e • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 6" MAX. --- 37 7/8" MAX.- ^ FRAME WIDTH -- 6" MAX. 6" MAX. TT 104 3/8° MAX. D.LO FRAME SCREWS OR INSTALLATION CLIPS WHERE SHOWN. SEE °FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS (CUPS ARE NOT APPLICABLE AT SILL). I OPTIONAL NAIL (FIN (REF.) SEE CORNER CONSTRUCTION DESCRIPTIONS ON SHEET 1 16 MAX. O.C. (SIDES) 6" MAX NOTE: ODORS MAY BE FULLY GLAZED AS SHOWN, OR PARTIALLY PANELED. SEE SHEET 4 FOR PANELED DOOR CONDITION. SILL SCREWS WHERE SHOWN. SEE °FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. EXTERIOR ELEVATION SINGLE FIXED PANEL SCALE: 1/2 " =1' -0° ALLOWABLE DESIGN PRESSURE (FIXED PANEL DOOR) +70/ -85 PSF NOTE: SEE GLASS OPTION 2 GLASS VS. PRESSURE RESTRICTION WITH I.G. GLAZING DETAIL ON SHEET 5. 75° MAX. FRAME WIDTH FIXED CASEMENT OR DIRECT GLAZE WINDOW. SEE DRAWING NO. 1519 OR 1287 UNDER SEPARATE APPROVAL FOR DETAILS. N0. 8 X 2" STRIKE 2 °-18 I 1 i 3 PENETRATE THE LL MUWON N I I 1 II REINFORCEMENT J2 Ell .I 1/2° e 1 1, EXTERIOR ELEVATION DOUBLE OUTSWING DOOR WITH TRANSOM SCALE: 1/2 " =1' -0" TRANSOM UNIT NOTES: • • • • • • • • • • I .•FOR IN6TALLATION OF THE DOOR UNIT AND OTHER DETAIL NOT SIZOW10, SEE THE INDIVIDUAL UNIT ELEVATIONS. • • • • • • • • • 2y.,•,001 ggLE DOOR WITH TRANSOM CONDITION SHOWN. SINGLE SWING • DOOR WITTI TRANSOM & FIXED PANEL DOOR WITH TRANSOM ALSO • • • • • • • • • ANPL'1 §XCEPT THERE IS NO LIMITATION ON THE OVERALL UNIT HEIGHT EXCEPT AS DICTATED BY THE INDIVIDUAL DOOR AND WINDOW. ADDITIONAL FRAME SCREWS OR INSTALLATION CUPS WHERE SHOWN AT MULLION ENDS. SEE "FRAME ANCHOR REQUIREMENTS TABLE ON SHEET 1 FOR REQUIREMENTS. 3" OPTIONAL NAIL FIN (REF.) HINGE SCREW PER ELEVATION ON SHEET 2. ••• • • • • • • • • • ••• • • • •• • • • • • • • • • ••• • • ALLOWABLE DESIGN PRESSURE • (TRANSOM MULLED UNIT) G�__Y_E�_WABLE PRESSURE SHALL BE AS • E O •WINOOW• (NOT TO EXCEED + /- 55 PSF) ADP+OVeAav COMPlib,8 WFS,gw NO•: T- p- nm, Ome Y+uho ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 37 7/8° MAX' 75" MAX FRAME WIDTH FRAME WIDTH ' w 1/2° 1/2° CENTER ,MI!! 3 PANEL 16 '8%I`" PANEL ,������� 37 7/8" MAX. FRAME WIDTH PANEL CENTER I:. y �/ F ,r 1 I O. 12 X LONG HINGE SCREW TO PENETRATE MULUON REINFORCEMENT PER HINGE). 2 1/2° FULLY (1 b / / / I / / / X U \\ \ I U \ \ \ //1 / I \ \ X ��� I I = b II i 1 I \ I I P I I 1 I Q 42%a Mr I p t� VIP r - — \ \ I PLACE 2 ADDITIONAL FRAME ANCHORS EACH SIDE OF MUWON (TYP. AT HEAD & SILL). THE OUTER MOST ANCHOR EACH SIDE OF THE MUWON • IS NOT REQUIRED AT WHEN DISTANCE BETWEEN DOOR PANEL CENTERLINES IS 34" OR LESS OR FRAME HEIGHT IS 108° OR LESS a [ 1 • EXTERN) ELEVATION: DOUBLE DOORS WITH FIXED PANELS SCALE: 1/2° _ 1' -0" MULTIPLE UNIT NOTES: 1. FOR INSTALLATION AND OTHER DETAIL NOT SHOWN, SEE THE INDMDUAL UNIT ELEVATIONS. 2. THERE IS NO LIMIT ON THE NUMBER OF DOORS THAT MAY BE COMBINED IN ONE DIRECTION INTO ONE OPENING PROVIDING THE OPENING IS DESIGNED TO SUPPORT ALL LOADS TRANSFEREE/ FROM THE DOORS & THEIR MUWONS. 3. OXXO UNIT IS SHOWN. ALL OTHER FIXED /OPERABLE COMBINATIONS ALSO APPLY WITH THE MUWON CONDITIONS SHOWN. • • ••• • • • • • • • - OPTIONAL NAIL / FIN (REF.) SEE INDMDUAL UNIT ELEVATION FOR FRAME ANCHOR REQUIREMENTS & POSITIONS AROUND EACH UNIT • THE OUTER MOST ANCHORS ARE NOT REQUIRED AT MUWION ENDS WHEN DISTANCE BETWEEN DOOR PANEL CENTERLINES IS 35" OR LESS OR FRAME HEIGHT IS 109° OR LESS ALLOWABLE DESIGN PRESSUPP (SIDE -BY -SIDE MULLEIN UNIT).. +/ -50 PSI• • ••• • • • • • • ••• • •• • • • •• ••• ••• • • • • • ••• • • • • • • • • •• •• . • • • • • • • •.• • • • • • • • • • • • • 35 5/8° MAX.— 28 1/4" MAX. AT SWING DOOR; 31 1/4° MAX. AT FIXED PANEL DOOR " - MID -RAIL (REF.) 0.08° THICK ALUMINUM CLAD OVER 3/4° RADIATA PLYWOOD EXTERIOR ELEVATION PARTIAL PANEL WITH STANDARD MID RAIL SCALE: 1/2 ° =1' -0" NOTES: 1) MULTIPLE MIDRAILS MAY BE 'USED IN ONE PANEL 2) PANEL CONDITION IS APPLICABLE TO BOTH OPERABLE & FIXED PANELS OM& IMO 944 2/1B/R, • 1 01779 n. Inky. SHEET NO. 4 of 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STRIKE SCREWS PER ELEVATION. FRAME SCREW PER ELEVATION (SCREW HEAD MAY BE POSTIIONED AT THE STOP OR AGAINST, TIE AlAMB ?_ SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" 1/4° MAX. r SHIM AT EACH ANCHOR FRAME SCREW PER ELEVATION (SCREW HEAD MAY BE POSDTONED AT THE STOP OR • . ALAINST TI{E• IAMB), SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE° JEXTERIORJ 1/4" MAX. SHIM AT EACH ANCHOR 1/2" MIN. BITE BOSTIK 70 -05 SIUCONE GLAZING SHIM AS REQUIRED SEALANT BY OTHERS VMS SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME 9/16° LAMINATED GLASS (1/4" AN /.090° DUPONT BUTACITE PVB /1/4" AN) 1/2" X 1/32" trAi ADHESIVE FOAM TAPE 000 Sn m BY, .." CU TYP, NON -LG. GLAZING DETAIL (APPUCABLE WITH ALL DOOR CONDITIONS) I EXTERIOR I I EXTERIOR I SEE GLASS OPTIONS BELOW 1/2" X 1/32" ADHESIVE FOAM TAPE 1/2° MIN. BITE BOSTIK 70 -05 SIUCONE GLAZING SHIM AS REQUIRED SEE GLAZING—Is"' DETAIL ON THIS SHEET NAIL FlN & JAMB EXTENSIONS ARE NOT SHOWN BUT MAY BE USED IN ADDITION TO ANCHORS SHOWN. ® ®DED •"10k TYP. I.G. GLAZING DETAIL �►t CONDITIONS): 7/8" THICK LAMINATED I.G. (3/16° TEMP. ying with Os INBOARD /1/4° AIR SPACE /3/16 AN. /0.09 DUPONT BUTACITE PVB /3/° AN. OUTBOARD) GLASS OPTION 2,: 167/8" THICK LAMINATED I.G. (3/16" TEMP. INBOARD /5/16" AIR SPACE /1 /8 AN. /0.09 DUPONT BUTACITE PVB /1/8" AN. OUTBOARD). NOTE: THIS'GLASS IS NOT APPUCABLE WHEN DOOR D.L.O. HEIGHT EXCEEDS 80 3/8 °, D.L.O. WIDTH EXCEEDS 26 1/4° OR JOB REQUIRED DESIGN NEGATIVE PRESSURE EXCEEDS —80.0 PSF") • ' ' r' Imd I EXTERIOR I SEALANT BY OTHERS STRIKE SCREWS PER ELEVATION SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" SECTION 1/4° MAX. SHIM OR GROUT FRAME /SILL SCREW PER ELEVATION • SEALANT BY OTHERS •• •• •.r• ,: •''•:` S: • • Y• ti • • • •'/ SCALE: 1/2 FULL FRAME SCREW MOUNT 'SHOWN. SEE DETAILS ON SHEET 8 FOR DIRECT MOUNT & CUP MOUNT DETAILS. • • SUBtStv4 B$ OtEls •• •• • BOSTIK 70-0 SILICONE • • PIIR•'1FRAM® ANCHOR • • • • • REQUIREMENTS TABLE SECTION 6 SCALE: 1/2 FULL s ••• ••• . • • • • • • • • • • • • • • •• •• • • 1/4° MAX. SHIM OR GROUT FRAME /SILL SCREW PER ELEVATION FRAME SCREW MOUNT SHOWN. SEE S tN SHEP�EETT'8 MR (DIRECT gouRr g CtIP'AIOQNT,DEtILS. • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• IS ••• • • • 000 • • • 1/2" MIN. BITE 3/4° RADIATA PLYWOOD DH "ESTVE /FO °'', / ... M 0 �• � TAPE �� �� � 0 U Q f .080 2,PANEL• CLADDIKG,bd'b>, ,.. 601.4' IS APPUED TO s, PLYWOOD PANEL USING 1";11, 111 ADHESIVE FOAM TAPE TYP. PANE GLAZING DETAIL 1 /4" MAX. SHIM AT EACH ANCHOR SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS - TABLE" FRAME SCREW PER ELEVATION (SCREW HEAD MAY BE POSITIONED AT THE STOP OR AGAINST THE JAMB) HINGE SCREW PER ELEVATION FRAME WIDTH rar SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME SEE GLAZING DETAIL ON SHEET 5 SEALANT BY OTHERS SUBSTRATE BY OTHERS PER "FRAME ANCHOR : REQUIREMENTS TABLE" 1 /4" MAX. SHIM AT EACH ANCHOR Irt ® ® ® LEXTERIOR 40 SECTION C SCALE: 1/2 FULL FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 8 FOR DIRECT MOUNT & CLIP MOUNT DETAILS. FRAME WIDTH FRAME SCREW PER ELEVATION (SCREW HEAD MAY BE POSITIONED AT THE STOP OR AGAINST THE JAMB) STRIKE SCR PER ELEVATION SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME SEE GLAZING DETAIL ON SHEET 5 7. i,.IIiit rnr,rrrrta yesim IEXTERIORI SEALANT BY OTHERS I EXTERIOR I NAIL FIN & JAMB EXTENSIONS ARE NOT SHOWN BUT MAY BE USED IN ADDITION TO ANCHORS SHOWN. 1/4" MAX. SHIM AT EACH ANCHOR SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" SECTION D SCALE: 1/2 FULL FRAME WIDTH FRAME SCREW PER ELEVATION (SCREW HEAD MAY BE POSITIONED AT THE STOP OR AGAINST THE JAMB) •• ••• • • • • • • • • • FRAME SCREW MOUNT SHOWN. Sr DETAILS ON SHEET 8 FOR DIRE MOUNT & CUP MOUNT DETAILS. • •• • •• • • • •• • SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMk. I Lit OF DOOR FRAME SEE GLAZING DETAIL ON SHEET 5 I EXTERIOR I SECTION G SCALE: 1/2 FULL O r � SEE GLAZING —y II1PAPA 1 SHEET 5 DETAIL ON IEXTERIORI SEE GLAZING DETAIL ON SHEET 5 SECTION H SCALE: 1/2 FULL t,C EXTERIOR • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 8 FOR DIRECT MOUNT & CUP MOUNT DETAILS. 1 ,44� w d o ot N1� vit a o t� o Vs `fin. At OMNI 0Y1 1.24 Was I 91 6 T GRAINING NO. REV. 1729 I SHEET NO. 6 c 10 • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • S. •• FRAME SCREW PER DIRECT GLAZE WINDOW APPROVAL TO PENETRATE THE ALUMINUM REINFORCEMENT DIRECT GLAZE WINDOW UNDER SEPERATE APPROVAL T -1 1 J FIXED CASEMENT WINDOW UNDER SEPERATE APPROVAL CONTINUOUS POLYURETHANE SEALANT CONTINUOUS POLYURETHANE SEALANT CONTINUOUS SEALANT BEHIND MULL COVER FRAME & STRIKE SCREWS PER ELEVATIONS TO FULLY PENETRATE THE ALUMINUM REINFORCEMENT CONTINUOUS SEALANT BEHIND MULL COVER I EXTERIOR FRAME & STRIKE SCREWS PER ELEVATIONS TO FULLY PENETRATE THE ALUMINUM REINFORCEMENT NO. 12 X 2 1/2° HINGE SCREW (1 PER HINGE TO PENETRATE THE ALUMINUM REINFORCEMENT AND OPPOSITE JAMB I EXTERIOR I SECTION CONTINUOUS SEALANT BEHIND MULL COVER SCALE: 1/2 FULL (HINGE JAMB MULLED TO FIXED PANEL JAMB) SECTION SCALE: 1/2 FULL SECTION SCALE: 1/2 FULL CONTINUOUS POLYURETHANE SEALANT /ISM IMIr qtern FRAME & LOCK STRIKE SCREWS PER SINGLE DOOR UNIT ELEVATION TO PENETRATE THROUGH THE ALUMINUM REINFORCEMENT AND INTO THE OPPOSITE JAMB MIN. 3/4' (FRAME SCREW MAY BE WHERE SHOWN OR THROUGH THE PANEL STOP. CONTINUOUS POLYURETHANE SEALANT NO. 12 X 2 1/2° HINGE SCREWS (1 PER HINGE TO PENETRATE THE ALUMINUM REINFORCEMENT AND OPPOSITE JAMB). PLACE IN TOP OR BOTTOM INTERIOR HOLES SUCH THAT THEY DO NOT INTERFERE WITH EACH OTHER. ,�� ►��.Al�rl )r** *1,4 v::; e.e.a�r�•r 1 ka EXTERIOR I •• ••• • • • • • •• ••• • • • • • • [INTERIOR •• • • • •• SECTION CONTINUOUS SEALANT BEHIND MULL COVER SCALE: 1/2 FULL (LOCK JAMB MULLED TO FIXED PANEL JAMB) ••• •.• • • • • • • •• S. • • ••• • • • • ••• • • • • • ••• • • • • • • • CONTINUOUS SEALANT BEHIND MULL COVER • • • • • SECTION • • • • • SCALE: 1/2 FULL O • • • •(HINGE JAMB MULLED TO HINGE JAMB) • Approved= complying with the Florida g Date 'uWs' =,Product bra By IL.:�.....[u,.._.._.. • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • ••• 1729 SHEET NO. 7 OF 10 SUBSTRATE BY OTHERS PER °FRAME ANCHOR REQUIREMENTS TABLE° STRIKE /HINGE SCREWS PER ELEVATIONS INSTALLATION CUP SCREW PER °FRAME ANCHOR REQUIREMENTS TABLE° (2 PER CLIP ANGLED 15 TO 20 DEGREES IF NECESSARY TO MEET EDGE DISTANCE REQUIREMENTS) • 1/4° MAX. SHIM NEXT TO EACH CUP } SEALANT BY OTHERS NO. 8 X 3/4° SCREW (2 PER CUP) EXTERIOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME INSTALLATION CUP INSTALLATION CUP DETAIL CLIP INSTALL NOTES; 1) HEAD SECTION SHOWN. CUP IS INSTALLED THE SAME AT THE SIDES. 2) INSTALLATION CUP IS NOT APPLICABLE AT THE SILL. 3) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS. CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2X_ BUCK TO BE MIN. 4 1/2° DEEP (NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SUBSTRATE BY OTHERS PER 'FRAME ANCHOR REQUIREMENTS TABLE° I EXTERIOR I STRIKE /HINGE SCREWS PER ELEVATION & °FRAME ANCHOR REQUIREMENTS TABLE° I EXTERIOR I FRAME SCREW PER ELEVATION & °FRAME ANCHOR REQUIREMENTS TABLE° OPTIO DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) I. ••• • • • • • • • • • • • • • • • • • •• • • • • • •• ••• •• • • • •• •• • • •• • • • • • • •• •• • • • • • • • .•• • • • • • • • ••• • • • • • • • • • • • • :� r' „02 • .: WAS 8 0 8 U 0 r$ 8 a 172 SHEET NO. 8 or 10 ••• • • • • • • • • • • • • • •• •• •.• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 5 5.499 5.089 0 ake 1.892 2.824 2.710 --I 1.000 O INNER SILL ��- 0.532 0.678 11 LL-GLAZING BEAR g0 J EDIATE 0.570 BAIL 0.570 -I F- 0.085 8. 25 MIN. 15 BOTTOM RAIL SdAQ 2.400 =SAL 2.062 MIN. 0.047 0.055 16 FlX. PANu STILE CLAD 0.570 H 0.878 0 NON -LG. GLAZING BEAD 1.125 0.594 O ' --I 1.535 1- f ®OLD F0.045 0.703 1.046 1.550 I-- JAMB CLAD 0.812 18 4.203 r 1 0.500 �1 0.180 TRANSOM MULLION REINFORCEMENTM��ON����� --I I°- 0.109 0.125 22 DOUBLE DOOR HEAD STRIKE PLATE a RAIL CLAD 7.447 MIN. © =mum 0.875 I `.078 IL T �J 0.500 --I} 0.180 21 ����LION��T 1.324 0.095 0.826 ri -t z3 SINR HEAD BIKE PLATE 1.289 11.094 - --I, , 1.250 h- 0.0627 0.120 ® $E7AP -O- FlXEWn 0 l 0.856 L 27 ® D SILL • • SPAER • •• • • • • • • •• ••• •• i 0.328 0.750 0.045 ' 0.482 0.670 - {--- -I .4 r 29 sED PANEL RIM 0.047 -E �• • • I-: •• • I (•861 •• • • • . • • 30 kdi3;.14C •- • 1.734 1 4.345 0.427 k1.844 1.937 MIN. 0.737 I�IYS IN$ LLE_DOOR SILLSIR SINE 6.187 TO 8.187 ® LOCK JAMB STRIKE PLATE I-- 3.125 --J 0.737 1.734 1.125 1.125 25A ����R SILL�� 0 O O 0 0 o O 0 0 O 0 0 o Q 1.875 y1 2 •• • • • • • 2.088 • • 0.075 • • • • • • • • • • • { BENT PORTION OF CUP MAY BE SNIPPED OFF 0.052 J IF A NAIL FIN IS TO BE APPUED TO THE DOORS ,Q FRAME INSTALLATION CLIP 0.768 1.502 ft o 32 CORM N CIAKD) Mein Eff. •a5 ssa aw i4/MMA° gI I ffitlif IP 11'11 pig al ORAWINC Nb. REV. 1729 SHEET Na 9 OF 10 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ITEM DESCRIPTION MANUFACTURER /NOTES 1 JAMB 2 INNER SILL 3 FRAME STOP 4 THRESHOLD 5 TOP RAIL 6 BOTTOM RAIL 7 STILE 8 SIDELIGHT STILE 9 INTERMEDIATE RAIL PARTS WESTERN PINE WESTERN PINE WESTERN PINE WESTERN PINE WESTERN PINE WESTERN PINE LOCK STILE IS WESTERN PINE WITH LVL CORE. HINGE STILE IS WESTERN PINE WESTERN PINE WESTERN PINE 10 ASTRAGAL WESTERN PINE 11 I.G. GLAZING BEAD 12 NON -I.G. GLAZING BEAD WESTERN PINE WESTERN PINE 13 • JAMB CLAD 6063 -T6 ALUMINUM 14 . ST]LE/TOP RAIL CLAD 6063 -T5 ALUMINUM 15 BOTTOM RAIL CLAD 6061 -T6 ALUMINUM 16 • FIXED PANEL STILE CLAD 6061 -T6 ALUMINUM 17 INTERMEDIATE RAIL CLAD 6061 -T6 ALUMINUM 18 ASTRAGAL COVER 6061 -T6 ALUMINUM 19 SILL 6061 -T6 ALUMINUM 20 TRANSOM MUWON REINFORCEMENT 6061 -T6 ALUMINUM 21 VERTICAL MUWON REINFORCEMENT 6061 -T6 ALUMINUM 22 DOUBLE DOOR HEAD STRIKE PLATE 300 SERIES S.S. 23 SINGLE DOOR HEAD STRIKE PLATE 300 SERIES S.S. 24 LOCK JAMB STRIKE PLATE BRASS 25A DOUBLE DOOR SILL STRIKE DELRIN 500P ACETAL 25B SINGLE DOOR SILL STRIKE DELRIN 500P ACETAL 26 FIXED SILL SPACER PVC 27 FIXED PANEL SHIM PVC 28 BUTYL TAPE 29 FIXED PANEL SPACER PVC 30 EXTERIOR MUWON COVER 6083 -T6 ALUMINUM 31 FRAME INSTALLATION CUP 50 KSI GALVANIZED STEEL 32 JAMB CLAD CORNER KEY NYLAMID 201 3.3 ASTRAGAL LOCK STRIKE BRASS HARDWARE 36 3 -POINT ACTIVE LOCK SYSTEM AMESBURY P2000 STAINLESS STEEL 37 2 -POINT INACTIVE LOCK 38 HANDLE 39 HINGE AMESBURY P2000 STAINLESS STEEL AS REQUIRED TO OPERATE LOCK SYSTEM AMESBURY 6063 -T6 ALUM WITH S.S. PIN SEALS & SEALANTS 44 45 46 47 48 WEATHERSTRIP FLEXIBLE SANTOPRENE & GLASS FILLED POLYPROPYLENE STILE/TOP RAIL RECEPTOR TOP RAIL RAINSCREEN WEATHERSTRIP 49 51 BRISTLE STRIP SPLINE BOTTOM RAIL RECEPTOR STILE RAINSCREEN PVC •• ••• • • • FLEXIBLE SANTOPRENE & GLAg5 FILLED TULIP N�E•+• FLEXIBLE SANTOPRENE & GLASS, FILLEIVIOL'W r• • POLYPROPYLENE PVC PVC •• FLEXIBLE SANTOPRENE & GLASS FILLED POLYPROPYLENE ••• ••• • • • • • • • • • ••• • • • • •• •• • • • • • • • ITEM ft ITEM DESCRIPTION FASTENERS • MANUFACTURER /NOTES 55 56 57 58 59 60 61 62 63 18 GAGE 3/16° X 1 1/4° STAPLE 4° FROM CORNERS & 12" MAX. 0.C. 1 i/2" BRAD NAIL NO. 6 X 3/4° SCREW 3° FROM CORNERS AND 6" O.C. 1.5" FROM ENDS; 3 EQUALLY SPACED NO. 12 X 3/4° S.S. SCREW 3 PER HINGE NO. 8 X 3" S.S. SCREW 9 PER ASTRAGAL. NO. 8 X 2 1/2° WOOD SCREW 3 AT EA. HEAD & SILL; 13.5" UP FROM SILL & 9." O.C. AT SIDES NO. 8 X 2" S.S. SCREW 3 PER HINGE NO. 8 X 3/4° S.S. SCREW 3 PER ASTRAGAL STRIKE; 2 PER JAMB STRIKE NOTE; WOOD USED IN TESTING WAS WESTERN PINE WITH A SPECIFIC GRAVITY OF G = 0.43 AND A MODULUS OF ELASTICITY OF E = 1,200,000 PSI. OTHER WOOD SPECIES APPUCABLE FOR USE WITH THIS PRODUCT ARE THOSE WITH A SPECIFIC GRAVITY OF 0.43 AND MODULUS OF ELASTICITY OF 1,200,000 PSI OR GREATER. AU. WOOD IS MINIMUM GRADE 2 MILLED BY PELLA CORPORATION TO SELECT. 0.040 r- 0.810 0.368 • •• • • • • •• • • • • •• 0.541 44 mugagate -�i 0.4751- - I$8 _ 0.585 45 RAn. 0.690 0.383 ® BRISTLE STRIP • • • • • ••• • • • • • • • • • • • 0.567 ® BOTTOM RAIL 0.040 0.405 DIA. 0.672 0.259 ® BASSOKEI 0.321 0.249 -� F-1- 51 ZILE amscama OWN Erft CRECNItt as PUTS r IO z z 1729 . TREY. SHEET NO. 10 OF 10 ••• • • '• • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •