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WS-09-1643
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 130380 Permit Number: WS -10 -09 -1643 Inspection Date: December 03, 2009 Inspector: Bruhn, Norman Owner: NICHOLLS, RICHARD Job Address: 139 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement etimii, Phone Number Parcel Number 1132060132600 Building Department Comments REPLACE ROTTED DOOR BACK BEDROOM Passed i� Inspector Comments CREATED AS REINSPECTION FOR INSP- 130120. Anchors must be 1/4" NB e J!% Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 03, 2009 For !r,spections please call: (305)762 -4949 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 20 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) 1 -'42. t) Owner's Address / '1 t1 ( 9 cT City b✓/ / eifrficriCe d f state Tenant/Lessee Name L Permit No. Master Permit No. OCT 0 6 2U09 AliG6 c. L1 l/ Phone # ,� ®i ? '�, 7,r? 7" 'cV)O5 3 Zip Email R Air C /- o L f E,1/104— Art A-,d'!„�. C o Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # S.' A-1, , Phone # County Miami -Dade Zip 3 3 l2 aP Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City State Zip Qualifier Name Phone # Certificate of Competency No. Flood Zone State Certificate or Registration No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Value of Work For this Permit $ c ? 0 0 Phone # Square / Linear Footage Of Work: ✓ d ✓� Type of Work: "'Addition ❑Alteration ❑New Describe Work: CP L fr e / o 77z- l) 8 o 06 epair/Replace ❑ Demolition .8 /9 ce- * * * * ** Submittal Fee $ "'SO Permit Fee $ kt 0 CO CCF $ O't0 CO /CC Notary $ Scanning $ (Q'E [J Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ .�^ Structural Review. $ Total Fee Now D___ _1 `- • See Reverse side —> * * * * * * * * * * * * * * * * * * * * * **** * **F ***** * * * * * ** * * * * * ** x **, *** * * * * *** * * ****: *** Training/Education Fee $ _Q •9,0 Technology Fee $ 2'"13 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: DAVIT: 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. Owner or Agent The fore ing instrument was ack i owl day o hgisp by ged before this r Signature Contractor The foregoing instrument was acknowledged before me this nay of , 20 _, by Illy jkk�own to me or who has produced who is personally known to me or who has produced C.V1; As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY, PUBLIC: Sign: Print: My Commission Expires: AeoA J '4 qty. gam,, Sign: Print: My Commission Expires: * * * *** * * * * * * ** **** ****.k****** **:ti******* ** k******• s********* ** ******************** *sk************ * *** *** ** * ** APPLICATION APPROVED BY /66,24lans Examiner Engineer (Revised 07/10/07) Zoning Clerk checked VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: t C.14 A 2 D L. A%1 G ,11t, L t _ f ' DATE: .1 0 ADDRESS: 13 °ti N L� *4, 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 1 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 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 it 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 werk under your supervision and must be employed by you, which means that you must deduct F.LC.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 hold . title to the above property and I am planning on doing this construction Myself. Initial € 2. I understand that as an owner - builder I must abide by all zonin8 ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required. to be issued for reinstatement of the permit. Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I, understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of ai attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are requited to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do . any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this day of Initial , 20 i/C1A..OlS who was personally known to me or who has Produced there License or ¥1 a N1106'31'011 as identification. NOTARY NOTARY PU$LIC- STATE. OF FLORIDA C u� i V. Cubillos it:Q'+ iliNa1 #1,0717923 „, l:rtises. SE!'. "3, 2011 BONDED rxxu ATLAIGICBoNDixa CB., INC. Permit No: O9-/(f Job Name: , 2009 0)wvicic e74Q.-z- Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Buildingg Critique Sheet 4J294r,o,t 140 ,4,t et G _ l Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 PGT Visibly Better. - 1070 Technology Drive Nokomis, FL 34275 October 30, 2008 Reference: FD -101 NI NOA 07- 0309.09 To Whom It May Concern: Toll Free Phone 800.282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 The above - referenced Miami -Dade County Notice of Acceptance meets the requirements of the Florida Building Code 2007 edition, section 1714.5.2.1 (TAS 202 protocol). Sincerely, /2/ Robert L. Clark, P.E. P.E. #39712 PGT Code Compliance wi • .. • • • 6... 0.0 vas 03/02/2008 - 5:01 pm troyb F:103 Elements \10 Loading \11 CalculatorsWSCE 7-051 FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 _ 0 -15 ft -5i0.4 - 492 -48.3 - 47.6 - 47.1 -46.6 -482 - 45.9 -45.5 C +46.5 +45.2 +44.4 +43.7 +43,1 +42.7 +42.3 +41.9 +41.6 18 ft - 51.1 +47.1 -492 +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 +422 18 ft -52.4 -51.1 -50.2 -49.5 - 48.9 -48.4 -48.0 -47.7 -47.3 -57.8 +48.3 +47.0 +48.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 20 ft -53.5 +49.4 522 +48.1 -51.3 +47.1 -50.6 +484 50.0 +45.8 -49.5 +45.3 -49.1 +44.9 °.48.7 +44.5 -48.4 +442 - 56.4 - 54.6 -53.3 52.4 51.6 - 51.0 -50.5 - 50.1 - 49.7 -49.4 ft +50.4 +49.0 +48,1 +47.4 +462 +46.3 +45.8 +45.4 +45.1 24 ft -55.6 +51.3 -54.3 +49.9 -533 +49.0 52.6 +482 -52.0 +47.6 -51.5 +47.1 -512 +46.7 -50.6 +46.3 -50.3 +45.9 ZB ft -68.6 -55.2 - 542 -53.5 -522 -52.3 -51.9 -51.5 -51.1 -67.1 +50.8 +522 +50.8 +49.8 +49,1 +48.4 +47.9 +472 +47.1 +46.7 28 ft 57.5 +53.0 - 56.1 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 +492 -532 +48.7 -52.7 +482 -523 +47.8 -51.9 +47.4 30 ft -58.3 +532 -56.9 +52.3 -55.9 +513 55.1 +50.6 -54.5 +492 -53.9 +49.4 - 53.5 +482 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 - 56.7 +52.0 -55.9 +51.3 -552 +50.6 - 54.7 +50.1 -54.2 +49.6 -532 +49.2 -53.4 +48.8 34 ft -59.9 +552 -58.4 +53.7 - 57.4 +52.7 -56.6 +51.9 -55.9 +51.3 - 55.4 +50.7 54.9 +502 - 54.5 +49.8 -54.1 +49.4 ft 50.8 +55.9 -59.1 +54,4 -58.1 +533 -57.3 +52.5 - 56.6 +512 -56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +522 -58.7 +51.9 -562 +51.4 -552 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 50.5 +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 -56.0 +51.1 42 ft -622 -61.1 -60.0 -592 -58.5 -57.9 -57.4 -57.0 , -56.6 -73.5 +55.6 +57.7 +562 +55.1 +543 +53.6 +53.0 +52.5 +52.1 ,_ +51.7 44 ft -632 +58.3 -61.7 +56.7 -60.6 +55.7 - 59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 :: +53.0 -57.5 +52.6 57.1 +52.2 46 ft -83.8 +582 -62.3 +573 512 +562 -60.3 +553 -59.6 +54.8 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 ; +52.7 48 ft -64.4 +59.4 -62.8 +572 -61.7 +56.7 50.8 +55.8 50.1 +55.1 -59.6 +54.5 59.0 +54.0 -58.6 +53.6 -582 +53.1 50 ft -64.9 +59.9 -83.4 +58.3 -62.2 +572 - 61.4 +56.3 -60.7 +55.8 -60.1 +55.0 -59.5 +54.5 - 59.1 +54.0 -58.7 +53.6 52 ft -652 +80.4 -63.9 +582 -62.8 +57.6 -61.9 +562 - 612 +56.1 -602 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 54 ft -66.0 +60.8 - 64.4 +592 - 63.3 +58.1 - 62.4 +572 -61.7 +56.5 - 81.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54S 56 ft -66.5 +61.3 - 84.9 +59.7 - 83.7 +58.5 -62.9 +57.7 -62i +56.9 - 81.5 +56.3 - 61.0 +55.8 -60.5 +55.3 -80.1 +54.9 60 ft -67.5 +82.2 - 65.8 +60.6 - 84.7 +59.4 - 63.8 +58.5 -63.0 +572 -62.4 +57.1 - 61.9 +56.6 -61.4 +56.1 -61.0 +55.7 Mean Roof Height DESIGN PRESSURES (PS9 - Zone 5 10 20 Tributary Area (Sq Ft) 45 50 25 30 35 40 -62.2 59.8 58.0 -58.7 -55.6 -54.6 -53.8 -53.1 -52.5 0 -15 ft +48.5 C +44.4 +43.7 +43,1 +42.7 +42.3 +41.9 +41.6 16 ft -63.1 -80.6 -58.8 -57.5 - 56.3 -55.4 - 54.6 -53.9 -532 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -64.6 - 62.1 -60.3 - 58.9 -57.8 -58.8 -55.9 - 552 -54.5 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.8 +43.2 20 ft -66.1 -63.5 -61.6 -60.2 -59.0 -58.1 -57.2 - 56.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 22 ft -67.4 +50.4 -64.8 +49.0 52.9 +48.1 -61.4 +47.4 -602 +46.8 -59.2 -58.4 +48.3 +45.8 -57.6 +45.4 58.9 +45.1 24 ft -68.7 - 66.0 -64.1 -62.6 -61.4 -60.3 - 59.4 -58.7 -58.0 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft -69.8 +522 -67.1 +50.8 - 65.1 +49.8 -63.6 +49.1 -62.4 +48.4 -61.4 -60.4 +47.9 +47.5' -59.6 +47.1 -58.9 +46.7 28 ft -70.9 -68.2 - 662 -64.6 . -63.4 - 62.3 -61.4 -60.6 -59.9 +53.0 +51.6 +50.6 +49.8. +492 +48.7 +48.2 +47.8 +47.4 30 ft -72.0 -69.2 -67.1 -65.6 -64.3 -63.2 -62.3 - 61.5 -80.7 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9! +48.5 +48.1 32 ft -73.0 -70.1 -68.1 -86.5 - 852 - 84.1 -63.1 -62.3 51.6 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 34 ft -73.9 +552 -71.0 +53.7 -68.9 +52.7 :57.3 +51.9 56.0 +51.3 -64.9 -64.0 +50.7 +502 - 83.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -68.1 +52.5 - 66.8 +51.9 - 65.7 -84.7 +51.3 +50.8 -63.9 +50.4 53.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 - 68.9 +53.1 - 67.6 +52.5 - 66.5 -65.5 +51.9 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -67.2 -662 +52.5 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 -742 -72.1 -70.4 -69.0 - 67.9 -66.9 - 66.0 -652 +57.7 +582 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 58.5 -67.5 +53.5 +53.0 -66.8 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55.3 - 70.4 +54.6 592 -882 +54.0 +53.5 -87.3 +53.1 -68.5 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 -692 -68.8 +54.5 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -802 -77.0 -74.8 -73.0 -71.6 -70.4 - 69.4 -68.5 -87.6 +59.9 +583 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 ft -80.8 -77.6 -75.4 -73.6 -722 -71.0 -69.9 -69.0 -682 +60.4 +58.8 +57.6 +58.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +572 -72.8 +56.5 -71.6 -70.5 +55.9 +55.4 -69.6 +54.9 -68.7 +54.5 58 ft 52.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 +61.3 +59.7 +582 +57.7 +56.9 +56.3 +55.8 +553 +54.9 80 ft - 833 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 -72.1 +57.1 +56.6 -71.1 +56.1 -70.3 +55.7 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 & 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 = + / -0.1S) 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. © c �C 1 ELEVATION WALL ZONE FIGURES m z �n REMARKS DRWN CHKD DATE INIT ISSUE CL FLB 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.5. ALTERATIONS, ADDITIONS, HIGHLIGHTING, 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 AU TN 59885 MIAMI-DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUII.DINO 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingccxleonline.com PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 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 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 "FD -101" Outswing Aluminum French Door w/ Sidelites — Non - Impact APPROVAL DOCUMENT: Drawing No.11005.2, titled "Outswing Non -Impct French door(s) & Sidelite(s) ", sheets lthrough 11 of 11, prepared by manufacturer, dated 02/28/07 and last revised on July 11, 2007, signed and sealed by Robert L. Clark, 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: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitation: 1. Full length reinforcements are required for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from table 1 or table 2 shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 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 shalt be propidec4 jo the; iser tyie manufacturer or its distributors and shall be available for inspection at the job siteat the recIe$t Of tieiilditag Official. This NOA consists of this page 1 as well as evidd$ce ?if &t g! and apprdvat document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. .• • • • • • • • • • •• • • • • • • • • • • ., • • • / jAproval Date: August 02, 2007 • • ••• • • • Page 1 • • • • NOA No. 07- 0309.09 Ex iiration Date: August 02, 2012 ••• • • • • ••• • • • • • • • • • .. •. • • • • ••• • • • ••• • • • • • • • • •.. • • • • • • • •• •• PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -2, titled "Outswing Non - Impact French door(s) & Sidelite(s) ", sheets Ithrough 11 of 11, prepared by manufacturer, dated 02/28/07 and last revised on July 11, 2007, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202 -94. Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL -4969, dated September 09, 2006, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 03 -02 -07 and last revised on 06/08/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03- 02 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 17, 2007 approved by BCCO. •• ••• • • • .. .. Tshaq 1. Chanda, P.E. Product Control Examiner • • • • • • • • • NOA No. 07- 0309.09 • • • • • • • • • irati • E on Date: August 02, 2012 • • • • • • • • • • pproval Date: August 02, 2007 • • • •� • .•. • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •. •• • • • .. • • ••• • • • ••• • • TABLE 1A. DESIGN PRESSURES: OUTSWING DOORS c9 LL 8 WIDTH 68- 793/4" DOOR DOOR HEIGHT 7°- 833/4" 87314" 913/4" 8°- 953/4" X 2° 251/2" +60.0 -60.3 +57.0 -57.0 +54.0 -54.0 +51.3 -51.3 +48.8 -48.8 X 271/2" +56.5 -56.5 +53.3 -53.3 +50.5 -50.5 +47.9 -47.9 +45.6 -45.6 X 29112" +53.3 -53.3 +502 -50.2 +47.5 -47.5 +45.0 -45.0 +42.8 -42.8 X 26 31 1/2" +50.5 -50.5 +47.5 -47.5 +44.9 -44.9 +42.6 -42.6 +40.5 -40.5 x 28 331/2" +44.3 -44.3 +44.3 -44.3 +42.7 -42.7 +40.4 -40.4 +38.4 -38.4 X 35 112" +39.3 -39.3 +39.3 -39.3 +39.3 -39.3 +38.6 -38.6 +36.6 -36.6 x 30 37 1/2" +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 XX 4° 47 3/4" +60.0 -60.3 +57.0 -57.0 +54.0 -54.0 +51.3 -51.3 +48.8 -48.8 XX 51 3/4" +56.5 -56.5 +53.3 -53.3 +50.5 -50.5 +47.9 -47.9 +45.6 -45.6 XX 55 3/4" +53.3 -53.3 +50.2 -50.2 +47.5 -47.5 +45.0 -45.0 +42.8 -42.8 5° 59 3/4" +50.5 -50.5 +47.5 -47.5 +44.9 -44.9 +42.6 -42.6 +40.5 -40.5 XX,,81/•131/4" +44.3 -44.3 +44.3 -44.3 +42.7 -42.7 +40.4 -40.4 +38.4 -38.4 XX • •67 3/4" +3.13 •-Sg.3 +39.3 -39.3 +39.3 -39.3 +38.6 -38.6 +36.6 -36.6 XX'B: ;1i 314" +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 • • • TABLE 2A. DESIGN PRESSURES: SIDE LITE SIDE LITE WIDTH SIDE LITE HEIGHT 68 - 79 3/4" 7°- 83314" 87 3/4" 91 3/4" 8° - 95 3/4" 10 3/4" +60.0 -120.0 +60.0 -118.1 +60.0 -112.4 +60.0 -107.2 +60.0 -102.4 12 3/4" +60.0 -106.4 +60.0 -100.9 +60.0 -95.9 +60.0 -91.4 +60:0 -87.3 19" +60.0 -74.6 +60.0 -70.5 +60.0 -66.9 +60.0 -63.7 +60,0 -60.7 21 3/4" +60.0 -66.4 +60.0 -62.8 +59.5 -59.5 +56.6 -56.6 +53.9 -53.9 27 3/4" +54.4 -54.4 +51.3 -51.3 +48.5 -48.5 +46.1 -46.1 +43.8 -43.8 361/8" +36.2 -36.2 +36.2 -36.2 +36.2 -36.2 +36.2 -38.2 +35.5 -35.5 36314" +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 Oaft edp1 tr ROM antral Dade; I NOTES: 1. {FIGURATIONVI FIIFPI CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE MOWER DEOGINIRRESSURE FROM TABLE 1A. OR 2A. PREVAILS. B.ippg AND SIDE &la gOMBINATIONS FROM TABLES 14. AND 2A. DO NOT REQUIRE REINFORCEMENT ITEM 22. • • • • 2 P6AIIKPE DESIGN PRESSURE IS LIMITED TO 60 P.S.F (WATER RESISTANCE 9.0 P.S.F.) FOR DOORS AND SIDE LITES IN TABLES 1A AND 2A. • 3. DF8 �lCz j PRESSURES4UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. • • •••• • •• • • • Asedlky Debt tice ax R.K w Fx DMA R 6 NOCNANSES MIS SHEET DAw 42707 Amite: A NEW&i19:T: ADODVILES IA Ale 2A FOR 35INFTESTEDOODR WIDOW' REINFORCEMENT INSIDE LITE TODOOR CONNECTION. FFJ( 1/15V7 �J J. 2P1.407 I WO TECHNOLOGY DRIVE NOKOMIS, R 94276 P.a 6QX 16211 NONL•6S. FL 34274 VLs * &#er ALTERNATE DESIGN PRESSURES Tie ALUM. FRENCH DOOR & SIDELITES, NON - IMPACT AilrbEe FD101 Sege NA Pod 2 ar 11 AiipNn 11005-2 Rim //10-- 7 1 C13* PE. PE 139712 Structural 731/2" MAX MAX. E{ SEE NOTE 4 OR XO lE O NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 11. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND ')0(' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE'OXO' AND'OXXO' CONFIGURATIONS. 4. SEE TABLES 1, 1A, 2, AND 2A ON SHEETS 1 AND 2 FOR APPLICABILITY OF REINFORCEMENT FOR DOOR AND SIDE LITE CONFIGURATIONS. 5. CLEAR OPENING FOR 3C' AND 'XX DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) (9C(' DOOR = DOOR WIDTH/2 - 4.079) ®6. SIDE LITE DLO WIDTH = SIDE LITE WIDTH - 31/4" SIDE LITE DLO HEIGHT = SIDE LITE HEIGHT - 11" 109 1 /2" MAX. M —.h-SEE NOTE 3 - I MAX lE O SEE NOTE 4—'' OX0 -SEE NOTE 4 143 3/4° MAX. SEE NOTE 3 M MAX. O SEE NOTE 41 G G ACT. ., roecd ascOmpt Iagw de r:eras &Wine Cook. Date Dts 740 DOAN .. Miami Dade Product Centro! `d11.t q� 95 3/4" MAX. (TYP.) 0 -SEE NOTE 4 Rom ..113F Fx Rood Br RK Das Draw Rallokar Reoithat e Flottlass A n9fiIFYDEADSO.r,A00 NOTE e..MD SPECIFY X'ACT. NACT.. .. Y FLUSH TAID7E8 T. LOCK LOCATIONS, RE', OFVa 7r Domof AK 1/1/15/07 lineal By r.L votr268/07 1070 TECHNOLOGY DANE FL P.O. SoX1519 NOKOM1B. FL 34274 Visibly Betmr EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES NON-IMPACT assets FD1O1 dote NTS 3 s 11 11005 -2 Few B 47i bert L Cie0C. P.E. PE 030712 Structural • • • • • • • • • • • • • • • 0 A v • • • •• • •••• MAX. • •D LO • •• • • • ••• • •••• • •••• • •••• • • • ••• • • 0 e 0 0 0 MAX. DOOR HEIGHT 1.489 DOOR SECT. A-A VERTICAL ren J MAX. DLO MAX _ SIDE LITE HEIGHT SIDE LITE (SL) SECT. B-B VERTICAL EXTERIOR <--> INTERIOR CLEAR COLORED SEALANT SL VIEW G-G CORNER ASSEMBLY APPreved Florida °Ptitaewrmde Due NOA4 Muni Dade Reader Rotslorre Revd er FJC S NO OVINGES THIS SKEET EN trams* FJC Elabr 44207 1607 A CbadedaA J1 CORRECT ITEM40 INEATHERSTRP &UPDAEITEaearom HOLLOW. ADD SILL HEIGHT MAL 2107 WS NOKOMIS, R.94278 P.O. BOX 18111 NOKOIWS, FL 34274 PIGT Vislbby Bearer EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, NON — IMPACT thersellteht F0101 1/2 1 4 .4 11 a.ra•1 11005 -2 Rev B 1/0 d L [lark. P.E. PE #39712 Structural MAX. 7c WIDTH • • •••• • v� •••• • • •••• •••• • ••'101A!SLWIDTH • • •• j • • • MAX..1 DLO 'x SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 8, 9 AND 10) MAX. DLO 314' I+-- SL/DOOR SECT. E -E HORIZ. NOTE: FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, SHEET 1. ITEM 22 IS NOT REQUIRED WITH COMBINATIONS FROM TABLES 1A AND 2A, SHEET 2. APpORed ea complying with the Code Drte At/ 0 21 I4,07 NOA9 i'7-9•' MMb IA Dads Product C }o. .d 1j. MAX. SL WIDTH INTERIOR EXTERIOR MAX DLO SL SECT. F -F HORIZ. (STAND - ALONE) Romerew ReVIANag Fps d fir FJC owe er FX Dow WSW osee 4ZDA7 Faskkror a A NOI NANGEST HIS81EET CCARECT1713414 82AND/MMUS4,BAND4 ROCK CLAR04047 31) F.K J-1. Dote 7f 1070 TECHNOLOGY DRIVE NORO5413, FL 84278 P.O. BOX 1828 N FL 34274 P V sibFj Batter VERTICAL SECTIONS Tre ALUM. FRENCH DOOR & SIDE CITES, NON4MPACT arry 01 1/2 5 a 1111005 -2 B 441: Robert L Cluck, P.E. PE M38712 Sbucbeal ITEM DWG # 1 943B 2 1010 3 7070 4 955 5 938 6 956 7 8 995 9 995 10 952A 11 11000 12 1670 13 11004A 14 11001A 15 11002A 16 11003A 20 915D 21 1010 22 6808 23 1140 24 1048 PGT# 60411 6Q300 87070K 7955X 7938X 7956A 7832X12FPXP 70995 70996 6533016 611000M 671670 611004M 411001A 411002A 411003A 60380 6Q300 66608M 78X112PSATS 71048 DESCRIPTION FRAME HEAD WSTP.,Q-LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8-32 X.600 PH. FL. MS - S.S. W /SU.K:ONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 ( INHOUSE INJECTION MOLDED) ACETAL SPACER .140 ( INHOUSE INJECTION MOLDED) FRAME JAMB ( OUTSWING) WSTP.,Q -LON .190 X.375 HIGH 1X2-3/4X650 TUBE MULL 6061 -T5 #8 X1.500PHSQAT /S JAMB SCREW COVER CAP 25 930 41721N STRIKE PLATE INSERT 26 .141,13• 27, 7014 • 30 9110D • 710X34PFA #10 X.750 PH. FL SMS 67070K BULB WEATHERSTRIP .187 X.300 HIGH 3ti9:1E•• 32 7 • 6910; ' • • 6911 • • DOOR RIM TOP & BOT. RAIL DOOR RIM PANEL SIDE RAL ( OUTSWING) 7FRN10 • HINGE ASSY. (917 -1D) 33 1 ,178 7104F #10 X.625 PH. FL SMS 34 913A 3� 1430 60378M 6TRQpie . • • TRUSS CLAMP 5116 -18 THREADED ROD 30 998•• 79901416W! • • 5116 -18 FLANGED HEX NUT 37 19ilh 3$i • 60379M • • • 7�I .. • WEATHERSTRIP CHANNEL #8 X.75 PH. FL TEK 39 997 40 12123 70997 67914: • •• GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL 41 'l ! • . 41720••••• SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42I144b 76X1QFPAMI X.500 PH FL SMS TYPE BDS 43 1212 • 7P3InG : SLL DUST PLUG (INACTIVE PNL) 4 .6881, • 45 9848 6983 DOOR PANEL ASTRAGAL 1 ( OUTSWING) 6984 DOOR PANEL ASTRAGAL 2 ( OUTSWING) 46 1213 6Q200K WSTP.,Q-LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F #6 X.750 PH. FL. SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 54 957 55 1118 710X34PFA 70957X 710X34PFA #10 X.750 PH FL SMS HANDLE STRIKE PLATE #10 X.750 PH FL SMS ITEM DWG # PGT# DESCRIPTION 60 9200 69200 SIDELITE HEADER 61 9210 6921 SIDELITE SILL 62 916B 60381 SIDELTfE JAMB 1155 781PQA #8 X1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING #70999) 68 934A 61641M SIDELITE JAMB ADAPTER 67 #12 SHEET METAL SCREW 70 712653K SETIIING BLOCK, 3/32" X1/4" X 1" W/PSA 71 71267K SETTING BLOCK, 1/16" X1/2" X1" W /PSA 74 989 6989 BEAD, 3/16" 75 4046 644842 BEAD, 3/16" (FOR GRILL KR) 76 4057 64057 BEAD, 5/8" IG 92 988 64986 BEAD, SIDE LITE INTERIOR 93 1224 6TP247 BULB, THICK (USED IN ALL EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 100 GLASS, 3/16" TEMPERED 101 GLASS, 5/8" LG., 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERED 102 11006A 141106A ACETAL SPACER .295 QNHOUSE INJECTION MOULDED) 103 OFF THE SHELF DEAD BOLT LOCK A .504- ►{��+ U U 360 .055 �3 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 ="1 cadtPlYistindthatt Code Nis NOM nand Dade Product Control Divt9 uw j r--- 2.760 — ►1 .850 .125] 0 REINFORCEMENT 6063 -T5 1.000 Reader Otte nnonoc Reese Fir FJC FJC bow 62&07 ADD HEM 109 DEAD BOLT AN D 714COVE PAP03. ONLY' 717 DEM 4 A 47 Neslekert REWIND M3160 REV. LETTERTO 9' Dam* Deft t7ea@llFIF Nas FJC 1/15107 J.J. 2128/07 1070 TECHNOLOGYORPIE NL9(OABS R342/8 P.0. BOX two NOKOWB. R 31274 PST i/fsJbly Ba xer PARTS LIST & MISC. EXTRUSIONS ALUM. FRENCH DOOR & SIDE LITES, NON - IMPACT am. m.P FD10I aoac 1/2 sem 6 d 11 11005.2 "1/ / /u7 L Clark, P.E. PE 09712 Structural • • • •• • • • • • • • • •• x1.7501 DOOR PANEL TOP & BOTTOM RAIL 6063-75 4.100 1 .082 I 4.100 DOOR PANEL $1 SIDE RAIL 6063 -T5 .050 .079 1.489 3.000 -I 11 SWING THRESHOLD 6063 -T6 �^� DOOR PANEL ( 44 i INTERIOR ASTRAGAL �.J 6083-T5 - ^1.5001 x.125 -.750 t 8 .050 TRUSS CLAMP 6063-T5 3/16° GLAZING BEAD 6063 -T5 3.100- --.4.1 4.675 c) DOOR PANEL 45 EXTERIOR ASTRAGAL 6063 -75 76 5/8° GLAZING BEAD 8063 -T5 8.085 60 SL HEADER 6083 -T6 61 SL SILL 6063 -T6 .888 3.000 0+-1.480 -{ DOOR FRAME 2Q JAMB A 6083-T6 _I .890 .050 3.000 SL JAMB 62 6063 -T6 .830 2.980 .050 SL JAMB 66 ADAPTER 606376 37 WEATHER STRIP CHANNEL 6063 -T5 0 HINGE 8083 -T5 0.375 .125 Appioved as complying g Midi Balding Code t Dane Afk 02l 2067 NOAH rrr— o ,o $^. -,I Miamt fade Produ * Con$TM � sq I. er liedebee bow Fx Awilsbes ADO 'DOOR'70RFM20 aped BF FX Dt s?JAn OPIMAC A UPDAIEDITEMS° TO BOMB. EM LOW OanaBjc FJL 111337 nnedaaeje yL8om 1070 TEC1H.OGYDRIVE NOKOMA P.O. 8DX 1529 NOKOM W. R. 9■274 PST Visibly Baxter EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, NON-IMPACT 1/2 f 7 11 n.rox>11005.2 Gunk. P E. PE#39712 Structural . y 1 ZONE "C" JAMB ZONE "A" JAMB ZONE W SILL ZONE 'V' HEAD HEAD SEE TABLE 3., SHT. y9_ 04- E I ZONE" ONE •••• • • • •••• • , • • .•Yr••. rti bet •• N •C-rt • ern • $ •••• •. ••• • • • • ••• Sr •• • 1•• • • •••• • , SILL Tt Z �E�I— ZONE -f ZONE SEE TABLE 7. SHT. 10 NOTES: JAMB ZONE B" HEAD HEAD L._ E- HEAD HEAD _1 ZONE "D —1—ZONE "D" I I ZONE. ZONE D I ZONE AMB ZONE "A" JAMB ZONE W SILL 1 SILL 1 ZONE "D" ZONE "D" SEE TABLE 4., SHT. 9 JAMB ZONE W O w 0 gm HEAD ZONE HEAD HEAD ENE-! JAMB ZONE 'A" A XO OR OX JAMB ZONE "B° SILL I_ � ZONE "E" ZONE"D"ZONE "E"� SEE TABLE 5., SHT. 9 SEE TABLE 6., SHT. 10 KXXOOR V OXX JAMB ZONE "B" 'ZONE"D "ZONE F"�ZO N� SEE TABLE 7., SHT. 10 HEAD ' -- ZONE fZONE'F` —1—ZONE I Z9 I } JAMB ZONE "B" { // mom I E JAMB ZONE B" } 1/ 1 'V SILL f--1 ZONE ZONE"F"�ZONE "F"�ZONE —} SEE TABLE 7., SHT. 10 1. APPROVED ANCHOR TYPES ARE: 1.1/4° ELCO TAPCONS 2.114° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE O)0XO ANCHOR LAYOUT ON SHEET 10. JAMBS (ALL) :13114" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEETS 9 AND 10. Appro..., . -,,., u.g olds tip F a1i& r i Cork p L G7 NOA0 O7+ 4. t nF Miami Dark Product L`o ti �' (44441 t.(�aw ttpt•" R adBp FlansiBF PdC FJC Das rrr NSW lawbee Revbkox A CHANGE NCI ac7CS7 ANCHOR Zr'EMGM C.7017 ADDEXAIH,EE ANCHOR CAYOU7REF. 7O NOTE 2 F.K owe 1/15/07 cramaur 71`18/07 1070 TECHNOLOGY DRIVE Na NOICOASS, 834278 P.O. BOX 1828 NOFCON= R 34274 PGT Visibly Better ANCHORAGE, CONFIGURATIONS Ter ALUM. FRENCH DOOR & SIDEUTES, NON - IMPACT A,ro.bac FO101 aoate Nat AY•/e, xc NTS 8 11 11005 -2 B Z/ / 67 4.. Clark. P.E. PE 039112 Structural TABLE 3. X DOORS TABLE 4. XX DOORS ALSO X DOOR OF XO & OX) TABLE 5.0 SIDE LITE APPROVED ANCHOR TYPES: ANCHOR TYPE & SUBSTRATE GLASS TYPES A AND B ANCHOR TYPE & SUBSTRATE GLASS TYPES A AND B ANCHOR TYPE & SUBSTRATE GLASS TYPES A AND B 1. 114" ELCO TAPCONS 2. 114" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 STEEL SCREWS (G5) APProval as 10 % **so nate &dam Cade NOAH • - 4 Maud Da* Pe a, Sy 'A/ a a.x` 2,3, WOOD 1,2, CONCRETE 2,3, WOOD 1,2, CONCRETE 2,3, WOOD 1.2, CONCRETE DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES "x° - 25.500 TO 37.550 a X • to X • r; pdj S W F ;41 ¢ �} -, X b X 2t,@: = Wffiffi X 2 m "706 - 47.750 TO 71.750 c m 'i ;s A a'i XI 500 2 50 li . m l A vii ,a� sCI 1/T S W . 4!) s A a�-i W '>� m C F us 1P,', r 1;:i . W„ o g.,1 "O° - 14.750 TO 3$.750 m co Q 6 iz O m - 6 W O WIDTH x HT. WIDTH x HT. WIDTH x Hr. 25.500 x 79.750 53.750 67.750 91.750 96.750 7 2 10 4 2 5 47.750 x 79.750 83.750 87.750 91.750 95.750 6 5 8 4 3 5 10.750 x 79.750 83.750 87.750 91.750 85.750 4 2 4 2 7 2 10 4 2 5 6 4 7 4 3 5 I 5 2 4 2 7 2 10 4 2 5 6 4 7 4 3 5 5 2 4 2 7 2 9 4 2 5 6 4 7 4 3 5 5 2 4 2 7 2 9 4 2 5 6 4 7 4 3 5 5 2 4 2 27.600 x 79.750 83.750 87.750 91.760 96.750 29.506 • •4750 ••• %0 •• A760 • 91.760 •••• 9 5 . 7 5 0 7 2 10 4 2 5 51.750 x 79.750 83.750 87.750 91.750 95.750 55.750 x 79.750 83.750 87.750 91.750 95.750 8 5 8 4 3 5 12.750 x 79.750 83.750 87.750 91.750 95.750 19.000 x 79.750 83.750 87.750 91.760 96.750 5 2 4 2 7 2 10 4 2 5 8 6 8 4 3 5 5 2 4 2 7 2 10 4 2 5 5 4 7 4 3 5 5 2 4 2 7 2 10 4 2 5 .6 4 7 4 3 5 8 2 4 2 7 7 2 3 10 10 4 4 2 3 5 5 6 6 4 5 7 8 4 4 3 3' 5 6 8 8 2 2 4 4 2 2 7 e •T• 10 4 3 6 5 5 8 4 3 5 8 2 4 2 7• • 3 •• 10 4 3 5 6 5 8 4 3 5 8 2 4 2 7 • 3 • 10 4 3 5 6 5 8 4 3 6 6 2 4 2 7• • 3 • 10 4 3 5 6 4 7 4 3 5 6 2 4 2 31.500 x 79.750 ••• 83.750 • M160 ••• 691.7.50 •• 499.750 7• 3 10 4 3 5 59.750 x 79.750 83.750 87.750 91.750 95.750 6 5 8 4 3 5 21.750 x 79.750 83.750 87.750 91.750 95.750 6 2 4 2 7• ••9•• 10 4 3 5 6 5 8 4 3 5 8 2 4 2 7• • •6• • 10 4 3 6 8 5 8 4 3 5 6 2 4 2 7 ••3•• 10 4 3 5 6 5 8 4 3 5 6 2 4 2 7 • a8• 10 4 3 5 6 5 8 4 3 5 6 2 4 2 33.5504: 79.750 •••8$750 ••• 0060 91.j50 • :• •a }•bd 6 e • 63e • 8 4 3 5 63.750 x 79.750 83.750 87.750 91.750 95.760 6 5 8 4 3 5 27.750 x 79.750 83.750 87.750 91.750 95.750 6 2 4 2 8• ;e3.• 8 4 3 6 8 5 8 4 3 5 8 2 4 2 7• •3• 10 4 3 5 6 5 8 4 3 5 8 2 4 2 7• • 3: 10 4 3 5 6 5 8 4 3 5 6 2 4 2 7 3 10 4 3 5 1 8 5 8 4 3 5 6 2 4 2 3&500 x 79.750 83.750 87.750 91.750 95.750 6 3 8 4 3 5 67.750 x 79.750 83.750 87.750 91.750 95.750 5 5 8 4 3 3 38..125 x 79.750 83.750 87.750 91.750 95.750 5 3 4 3 5 3 8 4 3 5 6 5 8 4 3 6 6 3 4 3 6 3 8 4 3 5 5 5 8 4 3 5 6 3 4 3 6 3 8 4 3 6 6 5 8 4 3 5 6 3 4 3 6 3 8 4 3 5 6 5 8 4 3 5 6 3 4 ' 3 37.500 x 79.750 83.750 87.750 91.750 95.760 5 3 8 4 3 3 71.750 x 79.750 83.750 87.750 91.750 95750 5 5 8 4 3 3 38.760 x 79.750 83.750 87.750 91.750 95.750 5 3 4 3 J /C /� , 8 3 8 4 3 3 6 5 8 4 3 3 5 3 4 3 6 3 8 4 3 5 6 5 8 4 3 5 6 3 4 3 6 3 8 4 3 6 6 5 8 4 3 ��5 i TABLE 6. XO & OX DOORS TABLE 7.OX0, XXO.OXX & OXXO DOORS APPROVED ANCHOR TYPES: ANCHOR TYPE & SUBSTRATE GLASS TYPES A AND 8 ANCHOR TYPE & SUBSTRATE GLASS TYPES A AND B 1.114" ELCO TAPCONS 2.1t4" ELCO SS4 CRETE-FLEX ANCHORS 2,3, WOOD ( 1,2, CONCRETE 2,3, WOOD I 1,2, CONCRETE #12 DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES 3. Si ttL SCREWS (05) "X' - 25.500 TO 37.0 m m O E. m 07 g u1 1 O £ o a a-) r6 x 1C u. ¢ m X €4 m Qg O w u) s0 0 O ® ?e �x us 8 "ti ox X u. m gg 4 X 7,- 25.600 TO 37.500 "XiC - 47.760 TO 71.750 *° m 4 O !0 m a1 m 0 d m p X °� m O m 08 O �" _� n' (16) ANCHORS REQUIRED AT IMENSIONSDAREDMAX EXCEPT 3" MIN. ON- CENTER APPLIES TO CONCRETE INSTALLATIONS. 3 5 5 (3) =16 HD. {) {) {) {) - @ o ;W. 0 fZ T- 23118 ...t- M x x �i 070(0 _. .\ > i V m , ;1 x d ul v I SIDE LITE WIDTH x HT. SIDE LITE WIDTH X HT. 10.750 x 79.750 83.760 87.750 91.750 95.750 4 3 USE ANCHOR QUANTITIES FROM TABLES 3. AND 4., SHEET 9 FOR APPUCABLE DOOR WIDTH 4 2 USE ANCHOR QUANTITIES FROM TABLES 3. AND 4.,SHEET 9 FOR APPUCABLE DOOR WIDTH 10.750 x 79.750 83.750 87.750 91.750 95.750 4 3 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. SHEET 8 FOR EACH ZONE OF APPUCABLE DOOR WIDTH 4 2 OR WIDTH 5 3 4 2 5 3 4 2 95 314 � I 5 3 4 2 5 3 4 x 13114 5 3 4 2 5 3 4 2 5 3 4 2 5 3 4 2 12.750 x 79.750 83.750 87.750 91.750 95.750 5 3 4 2 12.750 x 79.760 83.750 87.750 91.750 95.750 19.000 x 79.750 83.750 87.750 91.750 95.750 5 3 4 2 5 3 4 2 5 3 4 2 M N xM x x x xfY xx 'x 6�-» --19 J-- 4 j -20 7/8 --124 3/4 5 3 4 2 5 3 4 2 6 3 4 3 T 4 3 143 314 6 3 4 4 3 3 8 6 3 3 4 4 3 3 (3) (5) (5) (3) = 16 @ SILL 19.099**73,750 •.•1340 ••.134*750 • 91 .'150 • • • • 95.750 6 3 EXAMPLE LARGEST 8• 3►• 4 3 6 3 4 3 OXXO ANCHORAGE 6 •••3 4 3 6 3 4 3 A. 36 314 °x85 314° SIDE LITE ANCHORS FROM TABLE 7 EA. JAMB "B ", AND EA. HEAD AND SILL "E" ZONE PLUS; B. 71 3/4" x 95 3/4" )0( DOOR ANCHORS FROM TABLE 4, SHT. 9 AT EACH "F" ZONE. SEE ENCIRCLED VALUES, SHTS. 9 AND 10. SOLUTION: 6 F 3 4 3 8 3 4 3 6 • • 3 4 3 8 3 4 3 21.750 x 79.750 • • • 83.750 • • •8 ?i50 ••••91q50 •••91.750 6 6 -7w-3 w3 ' 4 3 21.750 x 79.750 63.760 87.750 91.750 95.750 27.750x79.750 83.750 87.750 91.750 95.750 8 3 4 3 s1 •.3.1 4 3 6 3 ' 4 3 6 • 4 3 6 3 ' 4 3 6 • • •' • 4 3 8 3 4 3 8 • • * • 4 3 8 6 3 3 4 4 3 3 27.7601* 79.750 ••.60.750 • •..6059 91450 •: • INS150 8 • • • i • 4 3 6 ••46. 4 3 8 3 4 3 8 • 3 • 4 3 6 3 4 3 USE ANCHOR QUANTITIES FROM TAE TOTALS (4) ANCHORS EA. JAMB AAN+I NCH +5+5+3 = (16) ANCHORS Flume 7> *MI* Rpm 4Z ?ciao Maud Dade Product n' Coning a 444--1e1.11. 8••• 3 a 4 3 6 3 4 3 8 3 4 3 6 3 4 3 36.125 x 79.750 83.750 87.750 91.750 95.750 5 3 4 3 36.125 x 79.750 83.750 87.750 91.750 95.750 5 3 4 3 8 3 4 3 6 3 4 3 6 3 4 3 6 3 4 3 6 3 4 3 6 3 4 3 8 3 4 3 6 3 4 4 3 3 36.750 x 79.750 83.750 87.750 91.750 95.750 5 3 4 3 36.750 x 79.750 83.750 87.750 91.760 95.750 5 3 it ...."4" 7l, 0 J L P � PE 839712 Strucmat 5 3 4 3 5 3 4 4 3 6 3 4 3 8 3 3 6 3 4 3 6 3 4 3 8 3 4 3 6 3 t 3l *fad* >s tt 1070TECHNC .00YDRIVE N@8Y4S, 8.34278 P.0.10(1829 FL 34274 ma.Mm: ANCHOR QTY. PER LOAD ZONE TABLES 6 & 7 Amster F. K PDX 82587 lissiskas 8 XO' @ 7m OR iAYQE'HEWZONEFROA10`70'4: ENHANCE EXAA0 E n' < ALUM. FRENCH DOOR & SIDE UTES, NON- IMPACT +>• FA Osbx 42707 8. A A@7 IZONEOF•7070&87'P. UFDA7EALL TAB ESOIIE 700PR V. AO0EXAMPLEC0(0ANOIQi Damao F.K Aex 1115107 asomd8x J.J. Amc 2118/07 L4)VUT I Visibly Berta. F0101 a"s I NA ae•e 10 d 11 b../.0b. 110052 aae B 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1/4' MAX SHIM WOOD ANCHOR, NOTE 1 DOOR HEAD (WOOD) ve MAX. SHIM WOOD ANCHOR ON STAGGERED CENTERS, NOTE 1 •••• * * • 2X WOOD • • • SUCK, NIOTEto • • • *ad NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 1X WOOD BUCK, NOTE 2 • 'MIA JAMB (VVOOD) ••• • • • • • • view Roam, NOTE 1 • • • • • 0 • • • • • • • • • • • • • • •••• • • • 2X WCIWBUCC NOTE 2 •:412MOR SILL (WOOD) hL___1 3/4° I MIN E.D. : 1 3/4",__ MIN E.D.- I NOTE 1 2X WOOD BUCK, NOTE 2 1/4' MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1/4° MAX SHIM 4111■1'1! NI111: 4 • •` 4 3/4" MIN. E.D. NOTE 1 -r 1 3/4" MIN. E.D. 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1/4° MAX. SHIM WOOD ANCHOR, NOTE 1 1/4' MAX SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 114' MAX. SHIM 411111M .41E 2X WOOD 1.6 KSI MIN. CMU OR 34 KSI MIN. CONC. BUCK, NOTE 2 DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) WOOD ANCHOR, NOTE 1 NOTE 1 CONC. ANCHOR. NOTE 1 WOOD ANCHOR, NOTE 1 1/4' MAX SHIM 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (CONC) CONC. ANCHOR, NOTE 1 NOTE 1 13/4" .,.. MIN. E.D. 1/4' MAX SHIM NOTE 1 CONC. ANCHOR, NOTE 1 NOTE 3 1/4" MAX 3.4 KSI MIN. CONC. DOOR SILL (CONC) 1X WOOD BUCK, NOTE 2 114" MAX. SHIM 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. 1 314" 13/4" MIN. E.D. MIN. E.D. SIDE LITE SILL (CONC) 1.6 KSI MIN. CMU OR 3.41(81 MIN. CONC. 1 3/4" MIN. E.D. 1/4" MAX. SHIM NOTE 1 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4° TAPCONS EMBEDDED 1 3/8" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDDED 13/4" MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4". FOR WOOD INSTALLATIONS USE 412 SCREWS OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8° MIN, 2. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 304 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1410"00188goangsInxidttod* Noma 114Ong Code bats A f4U.57.41, 4E4 ROM C17-05Cal_al Mond Dade Control EI:Ta fel La* 4, wadi* bett IMAtkos Road* FJC Dam WSW 'tau 4/2i7O7 tteMats NO CHANGES THIS SHEET Fame Br FJC Roritame A UPDA7E S�ELJ7EI4O T 0 DOME HOLLOW. mat Me FJC °Mc 1/15/D7 abmwasy J.J. 1/284,7 J 1070 TECHNOLOGY DRIVE NOKOMIS, FL NM P.a sox 1629 tio) fan FL M2274 1Pe.," V,IMy ANCHORAGE DETAILS Alt ALUM. FRENCH DOOR & SIDE WES, NON-filefPACT &MAW* FI2101 Salk NTS Most 11 11 Ellmfre Oft 11005-2