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WS-09-51k.spection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: April 20, 2009 Inspector: Bruhn, Norman Owner: VOLINSKI, JOEL Job Address: 1036 NE 95 Street Project: Miami Shores, FL 33138- <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Contractor: FLORIDA HOME IMPROVEMENT Phone Number Parcel Number 1132050120060 Phone: (954)792 -4415 Building Department Comments svt Passed 7.2 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-108255. CREATED AS REINSPECTION FOR INSP- 107995. CREATED AS REINSPECTION FOR INSP- 107494. CREATED AS REINSPECTION FOR INSP - 104048. MAKE IT BETWEEN 11 AND 1 No one home at 12:50 Provide detail for substrate. CONTRACTOR MUST BE ON SITE TO VERIFY TAPCONS �de 1/41.eof 6ei/lit_ April 17, 2009 Page 17 of 30 THRESHOLD/SPECIAL INSPECTION REPORT SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach PROJECT: Volinski Residence DAY: Friday CLIENT: Florida Home Improvements DATE: 3/13/2009 • CONTRACTOR: PERMIT #: INSPECTION TYPE: Special TRACKING #: PROJECT LOCATION: 1036 NE 95th Street PERFORMED BY: Kurt Johnson Miami Shores, FL MEMBERS 1 AREAS INSPECTED: Inspected the installation of the window with specific attention to the wood bucks. DISPOSITION / RESULTS: Window casing removed and wood buck verified to be pressure treated and full width of window frame. 1 Double buck used and tekconned into masonry, All work' Par0Y9c17,_ GENERAL NOTES: IMEMOS•1110110111MINIMMISOZI. Respectfully submitted, DISTRIBUTION COPY7 Specialty Eng1neering nsu1tants, Inc. D. Mark BIVc, PE State Fl. Igistered Professional Engineer #0035683 Re stered Special Inspector #1177 Volinski Residence 1036 NE 95 Str Mia Shores 031309 wood bucks 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST PERMIT NO. 5' 111111111111111111111111111111111111111111111 CFN 2009R0057-891 OR Bk 26730 Ps 1878; (1as) RECORDED 01/ ?7/2009 09:58:59 TAX FOLIO NO. ii - 5tos -o t Z ' O0 (vO HARVEY RUVIN P CLERK OF COURT MIAMI -DADE COUNTY FLORIDA LAST F'AGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description . . 0.: r'..• rty and stmt / add ct LA 2. Description of improvement {S. 3, er(s) name and address: "5 IMEIMILISUM Interest in property: Ouror424 Name and address of fee simple titleholder: FHA Florida Hnme- Improvement ASSQQ, 4. Contractor's name and address: ‘jp-)O SW 30th Ave. 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: As 8. In addition to himself, Owners designates the following person(s) to in Section 713.13(1)(b), Florida Statutes. Name and Address: ceive a copy of the Uenor's Notice as provided 9. Expiration date of this Notice of Comm different date is specified) Signature of Owner ` t er's Name D tk V (Ai +r15 VA 1 Swom to and subscribed before me this Notary Public: Print Notary's Name: My commission expires: ��- day of Address: a . Miami Shores Village Irr s A, '11 Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit No.VNIS09 _S 1 Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) )oe \ p ' v15Y1 i Phone # Owner's Address _ 1 C7 Q City )-1;1 4"0 t-eS State - Zip, 3 3% 5-"? Tenant/Lessee Name Phone # Job Address (where the work is being done) 103 Cp 95 51 City Miami Shores Village County Miami -Dade Zip 331 FOLIO / PARCEL # t1 > 32o5 - oI i - .P 0 Is Building Historically Designated YES NO Contractor's Company Name p xi .t� So 4 - City * 11.,./ 4a ®®c State -11L- Zip .."255 l2 Qualifier NameN-3 (4 4 ab Q�� '� Phone # State Certificate or Registration No. C ('1 (,(0 Le r 6 Certificate of Competency No. Contractor's Address \ O rl 0 Phone # 93L-17q Z `t' -U5 Architect/Engineer's Name (if applicable) it yn the k) M A C G Phone # C7 C e (e 13 Value of Work For this Permit $ o{ ? 1 Type of Work: DAddition Describe Work: `A 1�; e Square / Linear Footage Of Work: [(Alteration ❑New Repair/Replace ❑ Demolition C I JAP 13 **********************Fees********** *, *** ** r * *** ** * * * *** *,t,r***** Submittal Fee $ JO' Permit Fee $ Notary $ �®-- Scanning $ .gO Radon $ Training/Education Fee $; 4.50 Bond $ Code Enforcement $ DPBR $ CCF $ 14. x '^ CO /CC Technology Fee $ 1 Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ ' _'_f Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 Ls 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 r Signature (— u_&* V'G Owner or Agent The foregoing ent was acknowledged before me this d a y of . 4 U , 2009, b y j o-e,1 V 011 r15 V I IZ who is personally known to me or who has produced As identification and who NOTARY PUBLIC: Sign: Print: My Commission Expires: The forego Contractor instrument was acknowledged before me this t Z day of ' 0-1-.) 20CEL by t..16(0-0-41 j1 • ho is personally known toter ,e or who has produced as identification and who did take an NOTARY PUBLIC: Sign: Print: My Commission E ***************** * * * * * ** * ** *,* ** * *,** * * *,* * * ** *, ** * ***** * * **** ***** **** * ** ******* APPLICATION APPROVED BY: (Revised 02/08/06) * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 05/22/2007 - 10:19am Jadynr F: \03 Elements \10 Loading \11 Calculators\ASCE 7- 02L,FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 2004 FLORIDA BUILDING CODE & ASCE 7 -02 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURE -§3 Mean Roof DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area 'Sq Ft) 40 45 50 25 30 35 It15 ft -50.4 +48.5 9.2 452 - 48.3 +44.4 - 47.8 +43.7 - 47.1 +43.1 -46.8 +427 - 46.2 +42.3 - 45.9 +41.9 -45.5 +41.6 16 ft - yew '.8 -49.0 - 48.3 - 47.7 - 47.3 -46.8 - 46.5 -46.2 -57.5 -56.3 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -52.4 +48.3 -51.1 +47.0 -50.2 +46.1 - 49.5 +45.4 - 48.9 +44.8 - 48.4 +44.3 - 48.0 +43.9 -47.7 +43.6 -47.3 +43.2 20 ft -53.5 +49.4 -522 +48.1 -51.3 +47.1 -50.8 +46.4 - 50.0 +45.8 -49.5 +45.3 -49.1 +44.9 - 48.7 +44.5 - 48.4 +442 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.8 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 - 49.7 +45.4 -49.4 +45.1 24 ft -55.6 -54.3 -53.3 -52.6 - 52.0 -51.5 -51.0 -50.6 -50.3 22 ft +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +48.7 +46.3 +45.9 26 ft -56.6 +52.2 -55.2 +50.8 -542 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 -56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +492 -53.2 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 - 53.9 +49.4 - 53.5 +48.9 -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 -55.2 +50.6 -54.7 +50.1 -542 +49.6 -53.8 +49.2 -53.4 +48,8 34 ft -59.9 +55.2 -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 36 ft - 60.6 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 - 56.6 +51.9 - 56.1 +51.3 - 55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +58.5 - 59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -562 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +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 -62.6 -61.1 -60.0 -59.2 -58.5 -57,9 -57.4 - 57.0 -56.6 -78.0 +58.3 +57.7 +562 +55.1 +54.3 +53.8 +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 +522' 48 ft -63.8 +58.8 - 82.3 +57.3 -61.2 +582 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 '.' -58.5 +53.5 -58.1 +53.1 ,57.7'' +527 48 ft -64.4 +59.4 -62.8 +57.8 - 61.7 +56.7 -60.8 +55.8 - 60.1 +55.1 -59.6 +54.5 - 59.0 +54.0 -58.6 +53.6 -58.2 +53.1 50 ft -84.9 +59.9 -63.4 +58.3 -82.2 +572 - 81.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 +60.4 - 63.9 +58.8 -62.8 +57.6 -61.9 +56.8 - 81.2 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 +54.0 - 69.6 +54.9 - 66.0 -64.4 -63.3 - 62.4 - 61.7 - 61.0 -60.5 -60.1 -59.6 54 ft +60.8 AI * 357. set.i :55.: VA +54.9 +54.5 -66.5 .64.9 -63.1 -61.1 .82.6 61.1 161.0 -60.5 -60.1 56 ft +61.3 +4§ii +S :57. :56.$ :Al +5t +55.3 +54.9 60 ft -67.5 +822 686.8 +80.8 .66A +59.4 -BYA +58.5 -68.0 +57.8 62.4 +57.1 1619 +56.6 -61.4 +56.1 -61.0 +55.7 • • •• • • • ARKS ••• INI SSUE . • • •• • • • DRWN CHKD FLB • • • • • • •• • XTERIOR ZONE 5 PRESSURES Mean Roof DESIGN PRESSURES (PSF) - Zone 5 15 20 Tributary Area (Sq Ft) 35 40 45 50 25 30 p10 0 -15 ft -62.2 59.8 -58.0 -56.7 - 55.6 - 54.6 -53.8 -53.1 -52.5 +48.5 45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 \ - -60.6 -58.8 -57.5 -56.3 - 55.4 -54.6 -53.9 -53.2 6 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -64.6 - 62.1 -60.3 -58.9 - 57.8 - 56.8 -55.9 -55.2 -54.5 +48.3 +47.0 +48.1 +45.4 +44.8 +44.3 +43.9 +43.6 +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 +48.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 ft - 67.4 +50.4 - 64.8 +49.0 - 62.9 +48.1 -61.4 -60.2 +47.4 +48.8 -59.2 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 +49.9 - 64.1 +49.0 -62.6 - 61.4 +48.2 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +52.2 - 67.1 +50.8 -65.1 +49.8 -63.6 -62.4 +49.1 - +48.4 - 61.4 +47.9 - 60.4 +47.5 -59.8 '+47.1 -58.9 +46.7 28 ft - 70.9 +53.0 -68.2 +51.6 -66.2 +50.6 - 64.6 -63.4 +49.8 +492 - 62.3 +48.7 -81.4 +482 -60.8 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -69.2 +52.3 - 67.1 +51.3 - 65.6 -84.3 +50.6 +49.9 - 632 +494 -62.3 +48.9 <-61.5 +48.5 -60.7 +48,1 32 ft -73.0 +54.5 - 70.1 +53.1 -68.1 +52.0 -68.5 - 652 +51.3 +50.6 - 84.1 +50.1 .83 .1 +49.6 -62.3 +49.2 -81.6 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 -67.3 -66.0 +51.9 +51.3 - 64.9 +50.7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 - 69.8 +53.3 - 68.1 -66.8 +52.5 +51.9 - 65.7 +51.3 -64.7 +50.8 - 63.9 +50.4 -83.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 -68.9 - 67.6 +53.1 +52.5 -66.5 +51.9 -65.5 +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 - 68.3 +53.7 +53.0 - 672 +52.5 -66.2 +52.0 - 65.3 +51.5 -64.5 +51.1 42 8 -77.3 +57.7 -74.2 +56.2 -72.1 +55.1 -70.4 -69.0 +54.3 +53.6 - 67.9 +53.0 - 66.9 +52.5 -66.0 +52.1 -85.2 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 - 69.7 +54.8 +54.1 -68.5 +53.5 - 67.5 +53.0 -68.6 +526 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +582 -71.8 -70.4 +55.3 +54.6 - 692 +54.0 - 68.2 +53.5 -67.3 +53.1 -66.5 +52.7 -79.5 -76.3 -74.1 -72.4 -71.0 - 69.8 - 68.8 -67.9 -67.1 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.8 +53.1 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +572 -73.0 -71.6 +56.3 +55.6 -70.4 +55.0 - 89.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 -72.2 +56.8 +56.1 -71.0 +55.4 - 89.9 +54.9 -89.0 +54.5 -68.2 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -74.2 -72.8 +572 +56.5 -71.6 +55.9 -70.5 +55.4 - 69.6 +54.9 -68.7 +54.5 56 ft -82.1 +81.3 -78.9 +59.7 -76.6 +58.5 -74.8 -73.3 +57.7. +56.9 -72.1 +56.3 -71.0 +55.8 - 70.1 +55.3 -89.3 +54.9 60 ft - 83.3 +62 7 -80.0 +60.6 -77.7 +59.4 -75.9 -74.4 +58.5 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +56.7 DATE 04/19/06 • THIS MOMENT 18 ITE PROPERT (OF RAMC L ®OUJOO. P.E AND SHALL NOT BE •REPRIDINCID w l•IOIE OR PAW WITHOUTNIdREN CONSENT OF MAW L ESINA ECit.E- AIgMTONB NWHM6• WwB1GHTN13, OR OTHER MARKINGS • 60 THIS f YI NOT PEWBnm FIm TNVALMATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -601 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' 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 = +/ -0.18) 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 THAN4 %o 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. I ® 1-� 1 ELEVATION WALL ZONE FIGURES 2004 FLORIDA BUILDING CODE ASCE 7 -02, 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 89885 A FRANK L BENNARDO, P.E., INC. INNOVATION • f .. • • ; r • • 1..z. - ▪ • $T*(4• _ •_ 4 ' • u •ok 9. Id] ' i • -eA .7?-4 -r. �mt rri! N Wor i• ri ; 'r • t r- 1 �1� � j •• -- ...i t.. 1 f I L i 1; •i ±. 1 s it *r,'�a,, N1 1 i ■(Tj ■ /i6li! ,__,_•_a i,. �� 1• / hI! 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FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buldingcadeonline.com Simonton Building Products, Inc. dba Simonton Windows One Cochrane Drive Pennsboro, WV 26415 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 AH1 (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 AHI 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 300VL Stormbreaker Plus White PVC Double Hung Window — L M.L APPROVAL DOCUMENT: Drawing No. DA0003, titled " Stormbreaker Plus Vinyl Double Hung Window NOA ", sheets 1 to 8 of 8, dated 01/26/07, with revision #3 dated 5/1/07, prepared by manufacturer, signed and sealed by Charles A. Pagen, P.E., bearing the Miami- -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the MlamiDade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 bas 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 dispFR, then it shall be done in its entirety. • . • INSPECTION: A copy of this entire NOA shall be provided to the user by the manakteprer or ifs distributors and shall be available for inspection at the job site at the request of the BeiidhtgOfficial. • • • This NOA revises NOA # 04- 0421.03 and consists of this page 1 and evidence page E l; is well IS $pp ;oval • • document mentioned above. • • • The submitted documentation was reviewed by Manuel Perez, P.E. • • • • .... • • •. • • ••••• • • • • ? OA N0.VP- 009.07 Explratfun DMlte: And:MS, 2009 • • App }dvalbate: MI i%' 7 2007' ••••Page1 Simonton Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No DA0003, Sheets 1 through 8 of 8, titled "Stormbreaker Plus Vinyl Double Hung Windows NOA ", dated 1/26/07 with revision #3 dated 5/1/07, prepared by manufacturer, signed and sealed by Charles A. Pagen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of PVC double hung window, prepared by Architectural Testing Inc., Test Report No. ATI -01- 48833.02 dated 04 /14/04, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC- 2004, dated 1/26/07 and revised on 5/11/07, prepared, signed and sealed by Charles A. Pagen, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0421.02 issued to Solutia, Inc. for "Saflex MG" dated 01/08/04, expiring on 05/21/06. 2. Notice of Acceptance No. 004212.04 issued to E.1. DuPont DeNemours for "Dupont Butacite ® PVB" dated 02/15 /01, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance, dated January 26, 2007, signed and sealed by Charles A. Pagen, P.E. 2. Statement letter of no financial interest, dated January 26, 2007, signed and sealed by Charles A. Pagen, P.E. G. OTHER • 1. Notice of Acceptance No. 04-0421.03, issued to Simonton Win& W for their Series • • 5500 Storm Breaker PVC Double Hung Window, a -b": s _ • . liking on 08/05/09. oj' _ ' Lit,. _J/.r� 1- • ` : • maid. M odi • M anu ConoP' • lieiv ' ROA NW'd! ` .97 Expiration Vale: Anglat05, M9• Approval Date::JwWi, 2007' E -1 Lei SIMONfON* W I N D O W 1 1 COCHRANE AVE PENNSBORO, WV 26415 PH. 800- 426 -2249 STORMBREAKER PLUS 300VL IMPACT RESISTANT VINYL DOUBLE HUNG WINDOWS GENERAL NOTES: 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE'HVHZ' OF FLORIDA BUILDING CODE 2. WOOD BUCKS BY OTHERS, MUST BE PROPERLY ENGINEERED AND ANCHORED TO TRANSER LOADS TO STRUCTURE AND THE INSTALLATION IS TO BE REVIEWED BY BUILDING OFFICIAL. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR DESIGN PRESSURE RATING SEE CHART THIS SHEET. 5. INSTALLATION OF THIS SYSTEM DOES NOT REQUIRE THE USE OF APPROVED PROTECTION DEVICE. 8. THIS PRODUCT MEETS THE WATER FOR HiGH VELOCITY HURRICANE ZONES. TABLE OF CONTENTS SHEET 5 DESCRIPTION 1 GENERAL NOTES & TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS 12X1 & GLAZING DETAILS 3 HORIZONTAL CROSS SECTIONS (2X) 5 GLAZING DETAILS 4 VERTICAL & HORIZONTAL CROSS SECTIONS (IX) 6 ANCHORING LOCATIONS 6 BILL OF MATERIALS & COMPONENTS 7 COMPONENTS •• ••• • • • • • •• • • • • • •• ••• •• • • • • •• • ••• ••• • • • • • •• • • • • • • • • 41 • lJ •a 53' OVERALL FRAME WIDTH 46.13• MAX. D.LO. 0 REVIEWS > ADDED TAPCON 1X INSTALLATION 1 MEiHOD (SHEET 4 & 5) REVISED MARKETING NAME 5500 SERIES 2 TO 300VL (SHEET 1) 3 ADDED SYMBCLS & NOT5 (SHEET 1.8 & 7) ROE 11V 1/22/07 3/28107 5/1/07 53' X 71' DOUBLE HUNG WINDOW W/ S I EEL RUNIORCEMEN 1' INSULATED, IMPACT RESISTANT GLAZING VIEWED FROM EXTERIOR Yr•Iaimeel .., IMIN■1:iPA=//0Nr[rW 3rel 0 ∎,. �T�[El37Tc1rCl7c� -X—AirtT,7 i � .115]LiJn+i,1Til5E .. i tii7tZT� W iilil l . 1 3 [_ 499,.. 1 1[–. „,sF�'�t�;irri% �T- u7'i7�R��1 g..Itii� i rcr `' awl i ��` v:ra.��. 4.1.- t,_ ��ui -44. fr.A.A77i:>y mZT "`I pis L nI rmc x]LLl• . 0re01= TYc3,'A,i gLAL.+,isN ,„7,r:.vn r1 ti l rll_T : !LSff�i -uu.L c. l •.�a -moo. � POs 66.0PSF iIiwa1 o,alI .i[F ST r 1],74 1 . l,• _I 1 l:1 :rues izai • • 4 • • • • • • •••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 37' OVERALL FRAME WIDTH 30.13' MAX. D LO. 4 3r X 76' DOUBLE HUNG WINDOW A i' INSULATED, IMPACT RESISTANT GLAZING VIEWED FROM EXTERIOR eamover ROME* ToaDblgsivAs/9ri42 • 3 2 CHARLES A.P FL. REG. ENG. 121 DATE: X A 07 as .lama• 1. ii1722/07 r•o�to�l' �� Ili ...I.8 MEW YL,a ix_; i EAQ1r... iiti :1T `TAT i dt"- Yt REVISOR 2a el 141.1! ...AA .625' GLASS BITE 1/8° ANNEALED .100° PVB 1/8° ANNEALED m r. INTERIOR AIR SPACE 1/8° TEMPERED SPACER ILMINISEMIL W /DUPONT LAMINATE BASS BITE EXTERIOR INTERIOR 1/8° ANNEALED .100° PVB 1/8° ANNEALED AIR SPACE 3/18° TEMPERED • •• • • ••• • •• • >� iz:u _z n:c�r 7 titN e © W/ STEEL REINFORCEMENTS •• • ••• ••• • • • •• • •• • • • • • • • • • • • • • • • • • • •• • • 4 • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • •• • • •t • • • • • • • • • •• •• .9.:- .a' • © /3a1 VP W0RE / ALUUMINUM R NFRCENTS GLAZING DETAIL W /DUPONT LAMINATE UNITS LARGER THAN 37° x 78° USE STEEL REINFORCEMENTS. 3 P EXTERIOR 1/22/07 3/28/07 5/1/07 IT GLS riteDUCTREVOIM isessepbtagwitliftWorlis CHARLES A. PA FL. REG. ENG. //$ DATE 15 ��lyl IK .[mil! .25" MAX. SHIM FACE 53" OVERALL FRAME WIDTH E ralpt 10,1 ®J 0 o 1.5" MIN. DEL .25" MAX RCM SPACE .25" MAX. SHIM SPACE WITH STEEL REINFORCEMENTS 37" OVERALL FRAME WIDTH m O `D (Do ©0 a� yr Ii� �L- golko*-1 • • • .. .., L • DO • • • • • • • • �• • •• 5s.. • ••• • • • • • • • • •• ••• . . . . • •• 11ON WITH ALUMINUM REINFORCEMENTS •• • • • • .• • • • • • • • ••• • • • • ••• • 4 ••• ••• • • • • • • • • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • • • •• •• 1.5" MIN. ENG. .25" MAX. SHIrMT• R: MUM. EMS. 1 2 jArLc:, .43411. . �� -,:rate 6 & 7) 1/22/07 3/26/07 5/1/07 BB 41" G1S OS .625' GLASS BITE 1/8" ANNEALED .100" PVB 1/8" ANNEALED INTERIOR AIR SPACE 1/8" TEMPERED SPACER GLAZING DETAIL W /SOLUTIA LAMINATE 62.5" GLASS BITE EXTERIOR INTERIOR 1/8" ANNEALED .100" PVB 1/8" ANNEALED AIR SPACE 3/16" TEMPERED SPACER W SOLUTIA LAMINATE UNITS LARGER THAN 37" x 76" USE STEEL REINFORCEMENTS. DCTERIOR Angora PRODUCT REVISED tompbtag with Ile Waft gmitetles '4iti' CHARLES A. FL REG. EN DATE:. 3 e • / -• S� o•1 P.E. 121 X3.8 �r�krrr n •m9Ap 1,;! 1 tir Pn q., R TITV G . 1211.'1, 1/22/07 3/26/07 5/1/07 gg W •• .e• • • • • • • • •0 ••• • • � • a is r :_•; :d •• • • • • • •• D 4.1:41 _,_ K;tl-w 1 oil •. • • • • • • • • 1F� "h S 1• EINFQRCEMENTS • • • • • W • iE0. •• • • • • • • • • • • . • 0 or_ • • • •• •• w • • • •t ••• • • • • • • • • • • • • • 0. •• ••• • • • • • • •w• • • • • • ••• • • • • • • • • • • • • • •• •• 1100 • • 3 0 W flCAL FROS3 SECrt0N 2 37 ALUMINUM OOUBLE NUNO W/ ALUMINUM REINFORCEMENTS a gt.lJr. Tin .IRn1•' '.c i .°liter v '1 III .25' MAX SHIM SPACE WTTH STEEL. 89223 — CEMENTS 37' OVERALL FRAME WIDTH .29" MAX. SHIM SPACE •• ••• • • • • • •• • •• ••• •• • • • • •• • • • • • • 1.25' MIN. EMEL ••• ••• ••• • • • • • • • • • • • • • • • •t • •• * a • • • • • • t • • 4 • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WITH ALUMINUM NFORCEMENTS MEMO 1.25' MW. EMI. r i310. .:. .RA . 3. '»OK ;. • X -la 8&7) 5/1/07 PIIIMICFREVLN9.. . aIk s2l a IllablitsCado CHARLES A. P FL. KG. EN ./ 1 DATE: /// 3 H $IMON1:?N 1I ;; ix IT rr Ad7, P.E m.o lT .05'9 "nap 91 21 ; , a �: 2.12,1, t!ili_ p�J ,,,Time�E PDT,' r 7,m 1 43° SEE NOTE 2 r--5° 1) Lei n 9.5° 9.5° ND72 ANCHORING LOCATIO SINGLE WINDOW 53'X71° 1. FAb7Q�E�'IRE1LO�AT�' W1 FOR • • • 2. F "IRC4AIP P R•mACK. 3. 1V on,&& oir tduNTm APRIOADIF2STENERS AND SHIMS. 4. _ aE W�Q00 SC {{yy 7 $ � � SCRFW FA AfYE nati T iF tE ' - M OOON& •DIT SAME 21104ER OF F i" . ARE USED FOji lj VIWpU Y r) W OR •CON STRUCTURE • • 4 • • • IV ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE NO @ OR� SEE NOTE 2 ©OR® In i MUMS av ADDEO TAFCON IX INSTALLATION METHOD (SHEET 4 & 5) 1/22/07 CLS REVISED MARKETING NAME FROM 5500 SERIES TO 300V1. (SHEET 1) 5/28/07 ADDED SYMBOLS & NOTES MEET 1.8 & 7) 5/1/01 12 SEE NOTE 2 J 27° SEE NOTE 1 3 4 a to n 9.5° 9.5° • ORING LOCATIO SINGLE WINDOW 3r X 76° 2 SEE NO 1 @ ORO SEE NO 00Rptp F00DUCT IIEV� .ampgbt•IU 0isir.le. DiddigiGade N. o.. SIMON O • 1 • • 0 l . r=111 •;x.r;x 7rc ;��1' BILL OF MATERIALS TOM DESCRIPTION MATERIAL 1 COMMON RAIL VINYL - SIMEX. INC. 2 LIFT RAIL VINYL- SIMEX. INC. 3 EQUAL CLASS STILE VINYL-MEX. INC 4 LIFT RAIL VINYL- SIMEX. INC. 5 HEAD INSERT - 6 KEEPER STILE VINYL- SIMEX. INC. 7 2 X 4 INNER WOOD BUCK WOOD 8 1 X 4 INNER WOOD BUCK WOOD 9 1" GLAZING BEAD - FOAM C -FOLD BY AMESBURY ;OUP • - N ( 5 12 • BULB gas AMESBURY GROUP FOA(N 13 .A•-�� cK - 5 VA NG O, . • • ` TIOV'f 5T • 9A) 16 SILL 3. 1 Q 3" MET --0T• r 18 FIN WEATHERSTRIPPING (.210) 19 r INSULATED IMPACT RESISTANT GLASS (SEE GLAZING DETAILS SHEET 2 AND SHEET 3) GLA55 20 KEEPER LOCK SET 30219 BY TRUTH 21 LOCK RAIL VINYL - SIMEX. INC. 22 *10 X 2 3 , 8" SHEET METAL SCREW STEEL 23 X 1 4 DIA 3 3 4 TAPCON : IA OR STEEL 1X11 =111 -TrA 4 ! ?:1 II. UDEDVINYL •'•U: • ITi:1 26 x1, - 27 REINFORCEMENT 16107 ALUMINUM ALUMINUM ALUMINUM ALUMINUM 28 REINFORCEMENT 56108 29 REINFORCEMENT 60911 30 REINFOR z 56110 31 FIN WEATHERSTRIPPING (.340) FOAM 32 FOAM TITS BULB (BOTTOM RAIL 5 BY AMESBURY FOAM 33 FOAM TITE FRAME .180 HEAD INSER BY AMESBURY FOAM 34 TILT LATCH 76825 BY ASHLAND 35 OFFSET PIVOT BAR 12985 BY ASHLAND - 36 REINFORCEMENT 56111 ALUMINUM 37 REINFORCEMENT 0H78/79 STEEL 38 REINFORCLMEp1TOH750 • • • • STEEL 3: RENFORCTdM1: - -43 • • • STEEL 40 L d01;,:•); {0 L`uf0111 E. 4 W000 41 I M •• • ••• ••• ••• • • • • • • • • • •• • -• • • • • • .* s - q • • • • • • • • .4. • • • •• •• • • • • • • •• • ••• • • • • .••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 O 02M340 _2621 P/N DH75 O P LIELSOI ..d O )" �GNG A7 P/N 818 Q PI DHn ® MALI= FLUE B81L ®HEAD •.- P/N VP1 -421 P/N 01478 O KEEPER RAIL P/N 0674 Q daR i. 917 VIG' *■. 1.4, 747 . FOAM TITS C -FOLD 10 BOTTOM RAIL WEATHERSTRIPPING m m m c 0.748 0.398 . REINFORCEMEN$ 5.109 P/N DH79A ALUMINUM 6063 -T5 .062° WALL co N Md 0.748 c —� f-- -0.453 • 36 REINFORCEMENT 56111 P/N DH75A ALUMINUM 6063 -T5 .062° WALL •• ••• • • • • • •■ • • 0.157 • • • o • 1 .250" FlN WEATHERSTRIPPING ,2108 FIN F I WEATHERSTRIPPING 0.796 0.748 29 REINFORCEMENT 60911 ALUMINUM 6063 -T5 .062° WALL co m 0 0.748 0 0.275 0.171 3® REINFORCEMENT DH78179 16 GA H.D. GALV G -90 • •• •• • • • • •• • • ••• ••• • • • • n 0 0.48 • • REINFORCEMENT D¢I70 • • 16 GA H.O. GALV G -90 • • • •. • • FOAM TITE TOP RAIL 2 WEATHERSTRIPPING to M O 0.647 st- 0 0.315 30 REINE CEMENT 56110 P/N DH74A ALUMINUM 6063 -T5 .062° WALL 0.748 n 0'33 ft 0.250 OREINFORCEMENT DH75 16 GA H.D. GALV G -90 1 2 3 cr,u+rmi ADDED TAPCON IX INSTALLATION X NJa 0p NAME FROM AD D SYMBO S & NOTES tFril 1. 6 &71 13 SCREEN TRACK INSERT ® FOAM TITE BOTTOM SILL Q 0.750 I 1 0 ®-1- 39 REINFORCEMENT ST -439 16 GA H.O. GALV 0 -90 0.48 27 REINFORCEMENT 16107 P/N DH76A ALUMINUM 6063 -T5 .062° WALL B Q FOAM TITE FRAME .18Q e- HEAD INSERT ALEVINES emptying rri PIKw Cud. Pis ,• /i.• = r-. SIMONTO w*•••VI Oc lI , Tf i i A '�trl7��9TiPl . • • * • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • ••• • • • • • • • • • •• •• • • 3 A MIAMFD.�ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Simonton Windows One Cochrane Drive Pennsboro, WV 26415 SCOPE: MIAMI DARE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STRAP, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375-2901 FAX (30S) 375- www.buldinacodeonline.cotq This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miarni 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 "300VL Stormbreaker Plus" White PVC Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. DA0002, titled "Stormbreaker Plus 300VL Impact Resistant Vinyl Picture & No Hinge Casement Windows ", dated 6/20/06 with revision #2 dated 10/20 /06, sheets 1 through 5 of 5, prepared by manufacturer, signed and sealed by Charles A. Pagen, P.E., bearing the Mlami- Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Mlsslle Impact Resistant 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 1110A. • • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County *� &ida, and followed by the expiration date may be displayed in advertising literature. If any portion of thesnet is displayed, then it shall be done in its entirety. INSPECT ION: A copy of this entire NOA shall be provided to the user by the manataiitittr or hi. • • : • distributors and shall be available for inspection at the job site at the request of the BpiJQiji OfficW. • This NOA revises NOA # 04- 0303.01 and consists of this page 1 and evidence page F.�-1, at well 4s &ppfoval document mentioned above. • The submitted documentation was reviewed by Manuel Perez, P.E. • • •, • 11OA Ng.0664914.03 . Explratlon Date: Apg W2009 Approval Data April 12, 2007 Page 1 • • • • • • • • • • • • Simonton Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No DA0002, titled "Stormbreaker Plus 300VL" Impact Resistant Vinyl Picture and No Hinge Casement Windows ", Sheets 1 through 5 of 5, dated 06/20/06 with revision #2 dated 10/20/06, prepared by manufacturer, signed and sealed by Charles A. Pagen, 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 along with marked -up drawings and installation diagram of a vinyl PVC fixed window, prepared by Hurricane Test Laboratory, Inc., Test Report No. ATI- 48840.01- 122-18 dated January 05 thru 16, 2004, signed and sealed by Joseph A. Reed, P.E. With revision #1 dated 06/30/06, signed and sealed by Steven M. Urich, P.E. (Submitted under previous NOA # 04-030101) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Fenestration Technology, dated 7/12/06 revised 03/09/07, signed and sealed by Charles A. Pagen, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated July 12, 2006, signed and sealed by Charles A. Pagen, P.E. 2. Statement letter of no financial interest, dated July 12, 2006, signed and sealsdby, Charles A. Pagen, P.E. •••• ••• • • • • • G. OTHER • • 1. Notice of Acceptance No. 04-0303.01, issued to Simonton Windc3ty for their Storm Breaker Plus Extruded Vinyl PVC Fixed Frame ` indow, approves gn I said expiring on 04/29/09. •.... / Product Contra_ •� AN Expiration •• Ap 2009 Approval Date: April 12, 2007 E -1 • - • • • • • • • • • • I ALL MODELS ARE VIEWED FROM THE EXTERIOR f SIMONPON W I N D O W S 1 COCHRANE AVE. PENNSBORO. WV 26415 PH. 800- 426 -2249 STORMBREAKER PLUS 300VL IMPACT RESISTANT VINYL PICTURE at NO HINGE CASEMENT WINDOWS GENERAL NOTES I. SHIMS ARE OPTIONAL, MAX. SHIM STACK 1/4 ". ONLY MIAMI -DAOE COUNTY APPROVED SHIMS, CORROSION RESISTANT FASTENERS AND ELCO/ITW TAPCON FASTENERS SHALL BE USED. WINDOW INSTALLERS SMALL FOLLOW ALL FASTENER MANUFACTURERS' INSTRUCTIONS. 2. HIGH OUAUTY CAULK SHALL BE USED BEHIND WINDOW FLANGES. 3. WOOD BUCKS (BY OTHERS) MUST SUSTAIN ALL IMPOSED LOADS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WINDOW OPENING AND ALL W000 FRAMING AROUND WINDOW. WOOD BUCKS BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE INSPECTED BY BUILDING OFFIOAL 4. CONCRETE SHALL CONFORM TO ACI MANUAL OF CONCRETE PRACTICE. A0 301. CONCRETE COMPRESSIVE STRENGTH 2B3.200 PSI. 66" MAX. 0.1.0. 970114 5. THE PICTURE WINDOWS ARE ENGINEERED. DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF 2004 FLORIDA BUILDING CODE (FBC REVISED 2005) AND WIND LOADS ON STRUCTURES FOR H1011 VELOCITY HURRICANE ZONE (14V14Z). 6. BASED ON LABORATORY TEST REPORT NUMBER A11- 01- 48840.01 - 122 -18. BY ARCHITECTURAL TESTING INC. REVISION g1, DATED 6- 30-06. ORIGINAL REPORT DATED 2- 12 -04. DRAWINGS AND INSTALLATION DIAGRAMS OF FIXED VINYL WINDOWS BY HURRICANE TESTING LABS., INC. 7. NO SHUTTER$ CR alER$4AI• PRQTEC RON, • • DEVICES ARE REQUIRED.• • • • • • • • • • • • • • • 72" MAX FRAME WIDTH • •• ••• •• •. • • •• 96" MAX. FRAME WIDTH 90" MAX. D.L.O. WIDTH @V. AIL DOE L: 1 UPDATED GLASS ORIENTATION & NOA 6/20/06 GAS 2 ADDED NOTE 93 TO PAGE 4 10/20/06 GI S 72" MAX FRAME WIDTH 65" MAX. 0.1.0. WIDTH 72" X 60" PICTURE WINDOW STORMBREAKER PLUS NO HINGE CASEMENT +50.0 PSF -` •.0 PSF 72" MAX FRAME WIDTH 60.75" MAX. D.LO. WIDTH 72" X 60" PICTURE WINDOW STORMBREAKER PLUS EYEBROW W/ LEGS • T • = - OF CONTENTS L %1 ■ -«-ai- •N MEM .xha iI1L 3- iu1C?c R��a9: wj MOW' M ' {•I ;1Y'• ' .l -.-,, • ••• • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • - • • ••• • • DESIGN PRESSURE RATING +65.0 PSF -65.0 PSF 72" X 60" PICTURE WINDOW STORMBREAKER PLUS UN -EQUAL LEG TRIANGLE DESIGN PRESSURE RATI 0 +65.0 PSF -65.0 PSF 72" X 36" PICTURE WINDOW STORMBREAKER PLUS HALF ROUND DESIGN PRESSURE RATING) +65.0 PSF -65.0 PSF 1 PRODUCT MIMED as mpbla�w��Morida Ilspirmka C heLIN . ADEN. P.E. 49121 • ° • t • t • . • 4•'. • GLS 2X SEE GENERAL NOTE 2 VT 1 1� naz N !!} /12X23/4' Pi11SNS SCREWS 2X SEE GENERAL NOTE 2 SHT 1 /12X3' P FM SMS/WOOD SCREWS INTERIOR EXTERIOR INTERIOR Y THK. GA TERIOR 1 INK. • • • • VGRTIDAL WOES SECTION •. • • • • ••• • NOTE • • • • • • • • • 1. TirSH1AnS4 TOE A. °RIdID7S1M" MATERIAL THAT COMPUES WITH THE REQUIREMENTS OF THE MIAMI -DADE COUNTY. FL AND FLORIDA BUILDING SPN�iTHCR D ��L TE C ACC fH TH MIAR: QALLS SAL THAT THE REQUIREMENTS* 014 2004 •I FLORIDA •8U114)1NG CODE. SECTION 20018.4 (Ss Ld lg T 20451.• • • : • • • 4 • • • VERTICAL CROSS SECTION 2X SUB BUCK NO HINGE CASEMENT 1/4 OIA X 3 3/4° TAPCON X SEE GENERAL NOTE 2 •SiT.1 1° THK. INTERIOR 2 1 V EXTERIOR 4 VERTICAL CROSS SECTION 2 1X SUB BUCK SHOWN W/ PICTURE WINDOW ONLY HEAD SHOWN SILL IS EXACTLY THE SAME NO HINGE CASEMENT IS SAME PIVIt81ICTREVISED •16 the Meld* No Dab CHARLES A. DATE: P.£. 491 ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • s�..•IN • a -Will' Wi t . l utli .�?�i' I'fi,ek H j jji:��(:..'i L v i`j lel �m 402.5 .25° MAX SHIM (SEE NOTE 1) EXTERIOR .25° MAX SHIM (SEE NOTE 1) 1 UPDATED GLASS ORIENTATION & NOA ADDED NOTE #3 TO PAGE 4 GLS rimimmIliiii _.,t-.4 0 0 I!!!!� •1 o Ia 10/20/08 .25' MAX SHIM (SEE NOTE 1) 1.5° MIN. EMB. /12X23/4 - P FH SMS/WS INTERIOR EXTERIOR A 1.5- MIN EMI. INTO WOOD HORIZONTAL CROSS SECTION 2X SUB BUCK STANDARD PICTURE WINDOW 1/4' CIA X 3 3/4- TAPCON MIN. EMI. INTO WOOD EXTERIOR 1.5° MIN. EMI. 1X SEE GENERAL NOTE 2 SHT. 1 • • • • .2S' MAX SHIM NOTE„ l)• • • • • • • • • • •• 2X3' FH SMS/WS • INTERIOR 1.25° MIN. EMI. INTO CONCRETE 1 HORIZONTAL CROSS SECTION 3 1X SUB BUCK MOWN W/ PICTURE WINDOW ONLY ONE SIDE SHOWN OPPOSITE IS EXACTLY THE SAME NO HINGE CASEMENT 1S SAME NOTE 1. THE SHIM IS TO BE A °RIGID /STIFF° MATERIAL THAT COMPLIES WITH THE REQUIREMENTS OF THE MIAMI •DADS COUNTY, FL AND FLORIDA BUILDING CODE. PAODUCTREvemb sampbbinAOHANWANAI . Thddegoeil Aeselszsos OIAZONTAL CROSS SECTION • 2X• SICK NO HINGE FIXED CASEMENT • • ••• • • • • ••• • • • • • • •. • • • • • • •S • • • • Y • • • • • •• •• • • • •• •• ••• • • • ••• • • CHARLES A FL. RED. ENO. DATE: — 1=1I3ft n•ar,at r i 6" 12° O.C. MAX TYP ' • jTYPENDS 6" MAX 96" X 48" PICTURE WINDO SPRING UNE ANCHORING LOCATIONS 6° MAX TYP ENDS N 2 IT a --I 1--6" 12" O.C. MAX TYP 6° MAX TYP ENDS 72° X 60° EYEBROW W/ LEGS ANCHORING LOCATIONS 12" o.c. m MAX TYP 72" X 60" PICTURE WINDOW ANCHORING LOCATIONS 44 :4/ 7 >1 NG UNE UPDATED GLASS ORIENTATION & NOA 6/20/06 GS ADDED NOTE 13 TO PAPE 4 10/20/06 72° X 60° UNEQUAL LEG TRIANGLE ANCHORING LOCATIONS t14ff0S •• ••• • • • • • •• 1. WHEN:INCHORINt AGIJR1 Wi4AA 1) A 2X BUCK USE ITEM 97, A 912 X 2 3/4° PHILLIPS FLAT HEAD SKEIN/PETAL SCREW? INNBV ANCHORING PICTURE WINDOWS TO A 1X BUCK AND CONCRETE•I t IntC #8 4=4°•'tI t4��TW TAPCONS. 2. WHEN ANCHORING NO HINGE Fl T WINDOWS TO A 2X BUCK USE ITEM 94, A 912 X 3° PHILLPS FLAT HEAD SHEET METAL SCREW. WHEN ANCHORING NO HINGE FOLD CASEMENT WINDOWS TO A IX BUCK AND CONCRETE USE ITEM 98 1/4" X 3 3/4° ELCO/ITW TAPCONS. 3. a 45r Reer4calwa FIXED • WIDTH AND LENGTH DIMENSIONS CAN BE ORIEN fir EITHER•HORIZONTALLN AND VE�i1� AND QUALIFY FOR THE DESIGN PRESSURE cm +/- 6� t•�'F1 - 65 CTIiGUP-AR flE 0WWS WILL. AL50 QUALIFY FOR THE DESIGN PR pE ® • 12" O.C. MAX. TYP. 72° X 36" HALF ROUND ANCHORING LOCATIONS ia6 FIT •'4d5 WAIN y ?,211(,D r36 Ai/ It ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• 3/18° HEAT STRENGTHEN .090° SENTRY GLASS PLUS 3/18° HEAT STRENGTHEN .41° AIR SPACE /8° TEMPERED j.0° INSULATED TEMPEREQ IMPACT RESISTANT GLASS GLAZING DETAIL, .625° GLASS - PICTURE WINDOW BITE 3/16° HEAT STRENGTHEN .090° SENTRY GLASS PLUS 3/16° HEAT STRENGTHEN .41° AIR SPACE /8° TEMPERED INTERIOR N 1.0° INSULATED TEMPERED IMPACT RESISTANT GLASS GLAZING DETAIL NO HINGE FIXED CASEMENT • •• • • • •• • • 31317 •.• • • • • • • • • • ••• •• • • • •• 3.25° VINYL Oil • WAL • L • • • . • • & 0.079; "l9X•WL • • • • • • • • • • • • •• •• • • • • • • • • 3.25° 3.87° PICTURE WINDO FRAME VINYL 0.060° MIN. WALL & 0.079° MAX WALL LAZING GASKET SG 3004 RENKO CANADA UPDATED GLASS ORIENTATION & NOA 6/20/08 GLS ADDED NOTE #3 TO PAGE 4 10/20/05 DESCRIPTION EXTRUDED VINYL PICTURE WINDOW FRAME SIMEX 0PW09025 MATERIAL WHITE RIGID VINYL EN ' 012 X r PHILLIPS FLAT HEAD METAL SCREWIWS VINYL ANCHOR SCREW LOCATION CAP 012 X 2 3 4' PHILIP - T i . SHEET METAL 7.1 1`, . [1 M1. i " • a • U8UTATED TEMPERED/HEAT STRENGTHEN IMPACT r , x 0!r'.° ?ill' • s: 111121. !? �[± ,vai r.a :r. STEEL 1111111:11111111 STEEL NilEXTRUDED VINYL NO HINGE FIXED CASEMENT WI IW FRAME VEKA 1 r• '190 S h11 G ''ACER ROI ALUAUNUM GLAZING SPACER ALUM. • NOTE: EXTRUSION TO BE LABELED WITH AAMA PVC ,• EXTRUSION CERTIFICATION LABEL & °MDCA° & EXTRUSION CODE. __T .43° 0 ra.AZING BEAQ PICTURE WINDOW VINYL 0.079° MAX. WALL 0.059° MIN. WALL GLA2INC BEAD NO HINGE FIXED CASEMENT PRODUCT REVISED irRb the F4+&h -t • CHARLES A. P.E. FL. REG. ENO. 49121 OA • .r... .o5.3 I•trw ?d'i TT, 14-vAirs ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION M MI DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2903 NOTICE OF ACCEPTANCE (NOA) Simonton Building Products, Inc. (dba Simonton Windows) 1 Cochrane Avenue Pennsboro, WV 26415 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "002/002" 1 "x 4" Aluminum Tube Clipped Mullion- Impact APPROVAL DOCUMENT: Drawing No. Dade -135, titled "002/002 Storm Breaker Plus AL Mullion ", sheets 1 through 4 of 4, prepared by manufacturer, dated 06 -13-04 and last revision on 6/28/04, signed and sealed by Charles A. Pagan, P.E., bearing the 1Vliami- Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant 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 tocly with any section of this NOA shall be cause for tern ion and removal of NOA. • • •••••• ADVERTISEMENT: The NOA number preceded by the words Miami Dade County; floriaa, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOkis Ilitplaye4 tTen it shall be done in its entirety. • • .• • INSPECTION: A copy ofthis entire NOA shall be provided to the user by the moms i,Qrits ilibators • and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence sheets E-1 & E-2, as well as approval docaed inentickolailove. The submitted documentation was reviewed by Ishaq I. Cbanda, P.E. • • • • • • • • • •• • Np4 No 0LO3Lii1 • • Espiratlon Date'Augu40542009 • Approval Dal August 042004 Page 1 Simonton Building Products. Inc.; (dba Simonton Windo ) NOTICE OF ACCEPTANCE: EVIDENCE SUBMTI°rED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. Dade -135, titled "002/002 Storm Breaker Plus AL Mullion ", sheets 1 through 4 of 4, prepared by manufacturer, dated 06 -13-04 and last revision on 6/28/04, signed and sealed by Charles A. Pagan, F.E. B. TESTS (Test conducted under SFBC, PA 201, 202 and 203-94 now known as FBC, TAS 201, 202 and TAS 203 -94, test report issued to Norandex (transfer of sales to Simonton) 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum tube clipped mullion, prepared by Fenestration Testing Laboratory Inc, Test Report No.PTL -3476 (02065), dated July 03, 2002, signed and sealed, based on review of original test report) by Edmundo Lagaespada, P.E. (Note: Original test witnessed by Luis Figueredo, P. E.) C. CALCULATIONS 1. Anchor verification and performance analysis dated 03/05/04 and last revised on 6/28/04, prepared, signed and sealed by Charles A. Pagen, P.E. D. QUALITY ASSURANCE BY: 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIIrICATIONS 1. None F. STATEMENTS 1. Court order case #00- 0387(JFK), dated 01-27-2003, asset sell and purchase agreement between Exterior System Inc (Seller) and Simonton Building Products (Buyer). 2. State of Delaware certification dated 27 th December 1999, confirming corporation organization and existing of "Norandex Inc" under the name of "Exterior System Inc." under the law of State of Delaware. 3. State of Florida certification dated April 29, 2003, confirming Simonton Building Products Florida Inc, corporation organic under the law of West Virginia, authorized t•o transf • •. • business in the State of Florida. • • • • • •• • • • • • E -1 • • • • • •••• • • • • • • •••• • • • 1 g6. `••:4: Lzrut4' aha4 L CnandaR.E. • • Pr of Cobtrool E .i ter • • NO4 No 0433I.01 • • ExpiratiorfD :August 0502009 • • Approval Date: August ®5M& Simonton Buntline Products. Inc. (dba Simonton Windows) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Statement letter dated March 25, 2003, issued by Norandex Building Products requesting" transfer and Name change of existing NOA(s) / Pending files due to sale of asset of Exterior System Inc (dba Norandex/Reynolds) to Simonton Building Products. Norandex Inc also stipulated that the product will no longer manufactured by them and all Rights of NOA(s), being sold to Simonton Building Products, signed by D. J. Screiner, VP- Operation. 5. Un -dated letter issued by Simonton Windows requesting the Norandex Building Products, currently existing NOA(s)/ pending files be transferred to the name of Simonton Windows, signed by Chuck Anderson, P. E. Regulatory Manager. 6. Statement letter of conformance and "No financial interest", dated 03 -08 -04, signed and sealed by Charles A. Pagen, P.E. 7. Statement of compliance, issued as part of above referenced test report by Fenestration Testing Laboratory Inc. G. OTHER 1. Documents of sales of asset of Norandex Building Products Co. to Simonton Building Products Inc. E -2 .•• • • • •••• • • • • • •• • • • • • • • • • • •••• • • • • • • •••••• •••• • ••••• • LslwgJ. chanda. P.E. •• ProtbetiGlatrol E ;firer • • NQA No 04-X3 V01 • • ExpiratIod naie:Augug 042009 :•• • • Approval Date: August'U 2904 MUWON CUPS XFLA -36 AL 6063 T6 W4 +I XFLA -39 ALL WINDOWS UNDER VERTICAL'!" X 4` MUWON SEPARATE APPROVAL MUWON CUP XFLA -36 Al. 6083 T8 CIRCLE TOP OR TRANSOM AU. WINDOWS UNDER SEPARATE APPROVAL 1 MMIM en REVISED PER DADE MARKUPS ES. OATS. 8/16/04 MUWON CUPS XFLA -36 AL 6063 T6 MAX TRIBUTARY WIDTH Wa NOTES: 1. THIS MULLION SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 CHAPTERS 16. 17. AND 24 FOR THE HIGH VELOCITY HURRICANE ZONE. 2. AU. MUWON & CLIP EXTRUSIONS ARE ALUMINUM. 6063 —T6 ALLOY. WITH A MINIMUM Fy OF 25.000 P.SJ. U.N.O.. 3. BASED ON LABORATORY TEST REPORT NUMBER FTL -3476 FENESTRATION TESTING LAB, INC.. 4. THE 1 BY AND 2 BY WOOD BUCKS (BY OTHERS) MUST BE DESIGNED TO CARRY WINDOW WIND LOAD IMPOSED ON THEM AND MUST BE REVIEWED BY THE BUILDING OFFICIAL 5. THIS DRAWING IS FOR ALUMINUM IMPACT RESISTANT MUWON AND CLIPS APPROVAL ONLY. SEPARATE APPROVAL IS REQUIRED FOR THE WINDOWS. THE LOWER DESIGN PRESSURE OF THE WINDOWS OR THE MULLION IS ME, CUE - THAtAPI UE.S TQ JHE INSTALLATION. THE CONNECTION OF THE MUWON TO THE WINDO 86 SSME•AS THE WINDOWS APPROVAL 8. MUWCIN. CUP ANI :f0•6WWON ARE STAGGERED ON OPPOSITE SIDES OF MUWON SO AS TO ND •IN WIN 64CH OTHER. 7. CONC1QETE CCMPREStIUE S"IREPtGTA _ .3200 PSI AT 28 DAYS. •• • •PT AC R•SI3T N • • • •IM • • • • • • •• •• • • • • • • • • Ay ioce�oytvaw�" laa u %T o6 2A0e E MAX HORIZONTAL MUWON SPAN XFLA -39 HORIZONTAL 1" X 4" MUW01'( MAX TRIBUTARY WIDTH CHARLES A. FL REG ENG. 6/28/04 . P.E SIMONTON , NTS 1 4 Rut D °A1 iTA57.A•f. . furry it n- ,rransr� I Cocks= Ammo v+muaro,wvta4ta ' 17.'`r Manifienota 9121 eamoth stew. Via ,a1.San Fla DADE -135 —A ALUMINUM IMPACT RESISTANT 1'X4'MUWON&CUPS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1° x 4° MULLION (01A-39) ALUMINUM ALLOY 6063 —T8 taw ITEM $ IX TOOEENGINEERED SEPARATELY REIM 02 DAIS A REVISED PER DADE MARKUPS ESL 6/10/04 t —i ems. I —I/4 MIN EMBEDMENT R4TO MIN 3.200 PS CONCRETE. ���0 • • • • • • • • • • • • • • ANCh10R t (XFl.A -36 • • • • • ALUMINUM ALttlY • • • • • • • • • • 6063 —T6 •• • ••• ••• ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • 1—v4 MIN EMBEDMENT IMO 101 3.200 CONCRETE N0`W+ZONTAL CROSS SEC11ON ICONCRETE SUBSTRA EE .750° r4 ano t@( 3.200 SZOMENT PSI CONCRETE $ORIZONTAL CROSS SECTION _(pIRU t° 0U E OP1l 0 TOTAL (4) EACH CLIP 44 3 1 Bt MK TO OE ERCOPEERED SEPAMAIIIY ucaggwrAW SECTION C —C (OR B —B) (1° X 4' MUWON) g1ZZ- 4 C1 6"-mo6 a aria 2X TO BE ENGINEERED SEPARATELY VERTICAL ANCHO OPTION; 2 BY BUCK SUBSTRATE W/614 SMS INSTALLATION 0SIMONTON' • 1 0 0 0 1 1 1 Ono= lOodgassos 1 Cod= Paostiom,WP25413 Mxwbandinfloat COO 302Stren,West 8®demo4443D1 ALUMINUM IMPACT RESISTANT 1' X 4 MULLION & CUPS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DISTANCE 2 -1/2° MIN • 0 TOTAL (4) EACH CUP EDGE DISTANCE 2-1/2 MIN 0 1.000° a c--c 1.000° 4 • • • VEIjTICjet, CROSS SECTION • • W. •• • 1111. •• ANCHO%e (115110N 11:: 'IpIULLIQN :•: ALUMINUM; ine OR CLIP W /T /4 "10 ITW7ELCO TAPCOA 1X BUCK TO BE ENGINEERED SEPARATELY EDGE DISTANCE 2 -1/2° MIN TOTAL (4) EACH CUP EDGE DISTANCE 2-1/2° MIN 0 a 0 1- —Lich }?ri 032zI • o E TOTAL (4) EACH CUP TOTAL (4) EACH CUP VERTICAL CROSS SEC110N W/1 Y BUCK SUBSTRATE OVER CONCRETE REV. REVISIZO 019 A REVISED PER DADE MARKUPS ESL 6/16/04 �.,r CHARLES A FL REG ENG #49121 6/28/04 •SIMONTON .' Pomsban.WV26415 Mondionaing Ems Bosinsoa,EL342137 • 11 . 0 0 • . ALUMINUM IMPACT RESISTANT 1" X 4° MULUDN & cUPS .... . • • • • • • • • • •. • • ••.. •• ... • • • .0. • • • • ••. • •••• 0011 • • M PART N°- QTY. DESCRIPTION VENDOR per. DAM A REVISED PER DADE MARKUPS ESL 6/16/04 1 XFLA -36 ALUM. ALLOY 6063 —T6 2 MULL BAR ANCHOR CUP PROFILE EXTRUSIONS 2 3 4 5 XFLA -39 ALUM. ALLOY 6063 —T6 I AS REQD PURCHASE PURCHASE 8 8 PURCHASE 8 PURCHASE 8 1" x 4" HEAVY DUTY MULL MI NOTE 3) # 1/(0 x 1 -3 4" TAPCON BY ITW ELCO # 1/4 "0 x 2 1/4" TAPCON BY ITW CO #14 SMS # 10 X we SMS SCREW PROFILE EXTRUSIONS PURCHASE PURCHASE PURCHASE PURCHASE MUWON TYPE MUWON CUP 111•11101511111111P1eiRl 17Tr lrl VERTICAL MULLION D.P. CHART MUWON SPAN (Inoliee) MAX TRIBUTARY WIDTH 63 37 MUWON DESIGN PRESSURE WOOD SEE NOTE 1 #14 SMS (SEE NOTE 2 I/40 TAPCON 11111111111r1111111 .11111111r711=111. a1.1'1•II•c'+aI 1111111 11111111111111F111111111 *70 PSF OK OK 1111111 1111111 � *1• a! t� ';♦1111111.:i'11.1111 . 11111111111MI aminwimirmsos orrizmuls *70 70 P 7.0>• NOTE: • •• ••• • • • • • •• MUWON INSTIIUATION•Wa: • • ••• • 1. INTO ?X BIB NA.9NS•1iAIt 3=1%fi 2. INTO CONCRETE OR THRU 1X BUCK: 1/40 IIW/ELCO TAPCON 4ATH MIN. 1. t/$ MEN't' 2 bNt .• • • . 3. muwariut aN61hTS 1/" SHORT 2 4At muwct•SPA §PECIF�`IN (P` TABLE.' ` `• • MUWON TYPE MUWON CUP . IiW1 ; iye�:TIIWT�1Ti"y HORIZONTAL MULLION D.P. CHART MUWON SPAN (Indies) MAX. TRIBUTARY WIDTH Wa "fa MUWON DESIGN PRESSURE WOOD (SEE NOTE 1 #14 SMS SEE NOTE 2 1 4.0 TAPCON 1111tIZMMI 1111r —DMA= •111111M1111111 I X00 _ —_ *70 PSF E�3• iiiiLTZT..C1• WM iilliir: 11•111111111Ms 111111M111110113711101, • 11011171011111 =EMU= /►r CHARLES A. PA , P.E. FL REG ENG #49121 6/28/04 SIMONTON • 1 B O O • 8 I Q• C= Amax Pecosbcc WVVMS s ter• desaika 34207 NTSi► of 4 0 1612.135 •IA 1 DADE -135A ers u,► • Ce "-JQ♦ CP ea 05474 4 • ALUMINUM IMPACT RESISTANT 1'X4'MUWON &CUPS ••• • • • • ••• • • • • • • • • • •• •• • • ••• • • • IS • ••• • • • ••• • • • • • • • • • •• •• • • Florida Building Code Online Page 1 of 3 Scls Hone ( Lag In 1 Hot Toga= 1 Submit Surcharge 1 State & Fad 1 Publications °l CQMM'U TY 11 CdlI H us1 r &tm 4 Ott, i . E.opk.ipia .., s a.a._ i Ikki, tyF},JEJ, 0f'FicE`or rHte Product Approval USE Fune User Fl_# Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone/Email Authorized Signature Technical Representative Address /Phone/EmaU Quality Assurance Representative Address/Phone/Entail • Category Subcategory Compliance Method Certification Agency Validated By oili %.("CA ,p CA P1OURAtd3,, ESC Stan 1 sots Site Nap 1 (hike 1 Search Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre@cws.cc Michael LaFevre #4` 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger 981 NE 16th Street Custom Window Systems, Inc. Ocala, FL 34470 (352) 368-6922 ralph P ,cc Certlffcatlon Mark or Ustlng Keystone Certifications, Inc. : • • . •. • Referenced Standard and Year (of Standard) standout PA/TAS 201/202/203 Equivalence of Product Standards • •• • • • • •••• • • •• •• •••••• • • • • • • • • • • •• • .••. • • •••• • • • •• • • • •• • • • 4994 •••• • • •••• • •• • • • •• • • • • • • • • • • • • • hap : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param=wGEVXQwtDqu4Bg7NfWG9... 12/11/2008 • Florida Building Code Online Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option A 11/16/2007 11/16/2007 11/21/2007 12/11/2007 09/12/2008 Page 2 of 3 Summary of Products FL # OModel, Number or Name Description 6890.1 Q8400 Vinyl Casement 8400 Vinyl Casement (Impact w /heat siren ened glass). Omits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +67.5/47.5 Other. 8400 Vinyl Casement (Impact w/heat strengthened glass) Large Missile, DP = +/- 67.5 psf, 37x72, laminated glass will have DuPont's interlayer when used in HVHZ. of Use ved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +60/ -60 Other. 8400 Vinyl Casement (Impact w /annealed glass), Large Missile, DP = +/-60 psf, 37x63, laminated glass will have DuPont's interlayer when used In HVHZ. Certification Agency Certificate 06890 _ R1 C CACycAR 138- 148.odf Quality Assurance Contract Expiration Date Installation Instructions FL6890 R1 1I CWS -161 (CA- 400 Impact).pdf FL6890 R1 I DuPont PVB NOA 05- 1.208 02.pdf FL6890 Ri II Mikron NOA 06 -1220 01.pdf Verified By: Keystone Certifications, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 8400 Vin 1 Casement esek 8400 Vin 1 Casement Im act w annealed glass Certification Agency Certificate FL6890 R1 C CAC CAR 138- 149.odf Quality Assurance Contract Expiration Date Installation Instructions Fi.6890 R1 II CWS -161 (CA -8400 Impact).pdf FL6890 R1 II DuPontPVB NOA 05- 1208 02 FL6890 R1 II Mikron NOA 06 -1220 01.pdf Verified By: Keystone Certifications, Inc. Created by Independent Third Party: Evaluation Reports Created by Inde dent Third Parts: Next OQualintaantion Department Florkla sr+ud Cede Online Onla�e Cedes and Standards 2555 5humard Oak Ehlidevard 'Manhasset, Mita 32399.2100 (850) 497-1824, Fax (850) 414 -8436 • • • • 0 -8005 The State of Fkxlda. Ail dghtg moved. C nvrtgl t_ ___nand l ieli1 Product Approval Accepts; • • • • • •. • • IN • • •• •• • • • • • • • • • • •• • • • .•• • •••• • • • • • • •• • • • • • •• • •••• • • •••• • •• • • • • •• • • • • • • • • • • • • • http://www.floridabuilding.orgipdpr app dtl.aspx ?param vwGEVXQwtDqu4Bg7NfwG9... 12/11/2008 Florida Building Code Online Page 3 of 3 .... • • • . .•.. • • • •• • • • • • • .••• • • •••• • • • • • • • • • • • • •• •• • •• • • • • • • • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?parainwwGEVXQwtDqu4Bg7NfwG9... 12/11/2008 72` AWL MMUS TOW tai HEIGHT CASEMENT ELEVATION (LARGE MISSILE IMPACT) (SHOWN WI DIFFERENT OPTIONS) 37• VAX CVERALL FLANGE WIDDI 333P ItAXC N0TYUIDTH - 33f4_ -•+ MAX SASH 3 WIDTH 6S 3Xi• VAX SASH mama 1 •• • ••• • • • • • • •• • • • • • • • • • • • • • TAi•Sn'�••• • GENE 4?Ozsts iLEVA'IICINS.—e.....4—,..11 ANCHOR SCHEME &NOTES... 2 D.P. CHARTS 6 GLAZING DETAILS • .3 SECTION VIEWS ALT. 4 SCIALSIONS 6 B.O.PA •—• • •. - - • INI:Ta.T arantour • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • [7, 14 7 a.ve GLASS 0-O 37" MC OVERALL RANGE WIDTH 3S 314• MAX. W T T H MAX. SASH THOTH 63• VAX FLANGE 61 &r Meg 593'4' 1 SASH guar GLASS OLO 20114' PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEN IS DESIGNED AND MANUFACTURED TO COMPLY WTH THE 2004 FLORIDA BINDING CODE. CURRENT EDITION. 2. GLAZING ING OETALS: (SEE METE) 3. CONFIGURATION& ALL WNDOWS ARE OPEN TO OUTSIDE MT OR RIGHT. 4. DESIGN PRESSURE RATINGS (SEE SHEET 4) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TASTES ASTM E 1300.02 - POSITIVE DESIGN LOADS BASED ON TEST PRESSURE. WATER INFILTRATION TEST PRESSURES AND GLASS TABLESASTM E 1300-02 8. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEMUSED 04 THE DESIGN OF THIS PRODUCT. SEE SHEETS 04 FOR ANCHOR DETAIL 6. SHUTTERS ARENOTREQiBRED 7. ALL FRAMES AND VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCR -2042744A NDTL.210•314.1.14C11.-210-3276.1A . NDTL210-3278A. B FLORIDA APPROVAL: FL 0890AtrDFI SII 2 10 DESIGNATION CA,8400. 11. WOOD BUCK OR STUD FRAMING TO BE DE$GNEDAND ANCHCEDTO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING 1S THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF 12. THE.DESIGI4MION X STAND FORME FOLLOWIN@ X • OPERABLE SASH • Y o0-• v'` • r r . re. *.sEk -• rr vitoslaSTampeownseurwo. 44. . o �• 1 a .. 6 FanB� • nsaxty renox ® sASealB • weoowsrate�a•oG+wr•tsaurtmwsw o6 forms • • ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ®ilr/ • '•••+ . re: • r MAX - L101 (TM 9• MAX (IYP) vim w I Om. T SOW (SEE NOTE 2 Afl11CHQ Y t" ati=d NOTE& a» a' MAX 1 1' r MAX (TYP) 4* r MAI (TYP) •SEB NOTE 2 LIAR O.C. (Lop STALIAT N ANCHORS TYP. IMP MA oa MI al WBTALLA ON ANCHORS WP. IMP 1. INSTALL ONE ANCHOR AT EACH LOCATION. 2. SIVIA AS REIDAT EACH SET OF INSTAL(A11CN ANCHORS LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114`. USE SHIMS WHERE SPACE BREUER THAN lnr IS PRESENT. 3. L O A D B E A R I N G SHIMS S H A L L BE CONSTRUCTED OF HIGH MUM' POETIC OR BETTER V OD SHIMS ME NOT MIMED. 4.314 DIA. ELCOTAPCON (OR EOUN.) MASCHEW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1 IN INTO MASONRY THRU FRAME ORTHRU 1 BY WOOD BUCI( INTO MASONRY. A MINJMLBI EDGE DISTANT OF a UT SHALL BE GHIEVED. •• ••• • • • • • •• • INTO a &MO� ! AN R.1110TDEOF METH TO ACHIEVE AWL H EMBEDMENT • e. w IMOD IrICREPPANCRORS MUST EE OF SUFFICIENT LENGmHTO AdEVEAMIN. EMBEDMENT OF 1112 INTO a BY WOOD BLNY(FOR FIN INSTALLM011. T. SEAL CORNERS W h SMALLJIN(T SEA1�8�ALAH� •• • ••• ••. GALL TAL 4ON MOORS 4ST 9E M$DE c A IRESISTANTMATERIAL OR COATING. • • • • • • • • • • •• •• • • ne9i7Ms MOM • • • • • • • MITES PERIMION wOPCUsrou �,`�T f. t. n • • wf433,A" MUG :A900 S.W. 44THAVENE FLORIDA 34474 , . tr •� *`. 'ti : -:�i2' �q�.:• AIFOR SCHEDULE b NOTES - URGE MISSILE IMPACT . CAIWINS BAT 311I2OU PRaPR�Y.RYAWOw. OR •3181�HSOU Rr�roournawa�v�wr+oR.se • err' a 'aa Oa. • yi i�. NO Ikfe� j.'� a.,17ti'Zs terr MI•DOwsYSrEJIq•C.IS PROMO= -a ••• • • • • • • • • • • ••• •• •• • • • • ••• • • • • • ••• • • • • ••• • • • • • • ••• •-• •• • • MDDIILARSIZES (ll1UTWEIDOW 61730 W 1071 (D) 1771 2314 371/2 2914 31 112 3514 35 34 MASS TYPE 211/4 2914 C. D 4673/473 46731473 C.D • C.D • 467.31673 46731473 31 112 3314 3914 4114 43112 471/2 46731473 4473!475 46731873 1 +6731673 4473147. 46736673 4673/4574 +673167.5 467.51673 4673167.5 +6731673 467.5/473 467313.'7. +67.41673 C. • 467.514673 C. D • • C. D • • 46731.673 447.51673 4674167546731674 • c.D • • 467.51.673 ±673167.5 46731673 467.41675 4673167.5 +6731011!5 +673167.54673167.1 +6731374 D 1/2 53 I4 467.5/473 467.31673 467.5167. 46731675 4673167.5 55 14 59111 6134 6314 6514 67112 703/4 467.5167.5 +673/•673 4673367.34673/674 46731675 +6731673 46731673 4673167.3 4673167.5 467.11673 467.5/ -673 467 .5147.5 4673,-473 467.9/473 46731673 46731473 $67.51644 46731673 46731673 46731673 +6731673 4673/473 +6731675 46731673 467.51673 44731673 467.51.673 46731675 46731673 46730473 +67.5473 46731673 46731673 46731675 467.5147.5 46751673 467.5/475.46731673 467.31673 46731673 • 1447.91675,467.41673 467-11474,467.51-67.7.51473,467.5/47.5 Wm111 COMMMODm1 sizes (111•4111) 112GST(11) GLASS TYPE 26 14 37 c. D 38315 30518 36 46 74 46731673 467 .5 467.51473 46 3 • +67.36673 4673/87 . .53673 467.147.5 - 31673 46731674 46731673 467.31674 46731674 46731675 46731675 46751 -673 46731673 46731473 4673,473 46731673 467/1473 46731673 46731673 467.51-67.5,46731475 467.5147.5 MODULAR STEM (11N55WU OW SEER WIDTH " Dm 177A 23112 3714 3914 3114 33 !12 333/4 R TW4) MASS WIR 3114 3910 31 112 A.B • 440140 460/40 460160 3514 460/40 3914 4114 480140 460140 643 A.Ra 460140 +40/60 460/40 460160 460160 43 14 440160 4714 3114 5314 460146 5514 460140 5914 61314 460140 +60140 460140 460160 • 4 460140 460180 440140 +60140 A.13 • 6.13 • 440160 440160 +40/60 440640 460160 460140 440/40 460160 460 460140 46014;0 460%60 +6014;0 460160 460140 460360 44140 • 460/40 40 460140 440160 4601.60 460140 +60160 460140 +40/40 460/60 460160 460160 460140 +60/40 A.B • • • 460160 460160 460160 4.13 • CO11140DOV SODS (113.111) WIDER ON) MASS TM 20 39316 • • 460160 460660 4601160 460160 4601410 460140 +601.60 460140 460160 4601460 4401-60 4601460 460140 460140 I II 56 19119 4.11 460140 re OVERALL 118' AR'ALEDC3AS8 4916` AIRSPACE A 5'W MW 1 r AMBILE GLASS W 331$ DUPONT WB 04IERIAYER tr AN1>EALEDGIAS3 •. : 1 .I •• • • • • •• ". • �^,. � • • • • ::..,• • • • ' 1 1 �J • • • •• • • • • • • • • • • Sr OVERALL 08' waremaA99 4115' AIRSPACE Mr L 134117ED 118• ANNEALED GLASS 3r DUPONT PIB01TERIAYER lir AI4rEALEDOLASS ••• ••• • • • •. • • • • • • • •• •• • • • • • GLASS TYPES ••• • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • 314• OVERALL. 110' NEAT STEMOMEEMCEASS 41WW AIR SPACE 6Mr LA10NA7ED 118 • GLASS 3RiZ• 111B OAERIAYER 118• MAT STRENCITl1 pGLA39 MASS TYPE • ▪ • • •▪ i S•e 2 • • 46733675, 467.536'/4, 46731673, 467.5147.5 3W41 OVRtALL 115' TEMPERED GLASS Mr AIRSPACE 4M0' LAMMED 116' NEAT 0 /SS 31M• 0UP014TP6113611ERLAYER 118' IOU SEE lIGTHE3ED50A$S ▪ MASS TYPE q,4 PR0PRi TW AtaCA1irli ILV. / ♦ • 141100MEYSTEMA, G4114 I VNMR%dIADAmmo • • • • ins • 'e worm meta S . 44THAVENUE A FLORIDA 31474 "3107 REINSAMENDED NOTE 1. IF $12E WENDED IS NOT SHOW%2, USE NEXT LARGER R SIZE & AZING •LARGE 1124E BRACT PVC CASSEVr 0400 l��A•,lfit. •� pot Beta , BAT riCALEi 1418 %EV.tETfER: 212312067 cws-161 3OF 8 : *CA1 s9F�iA. • • • • ■ • • •• ••• •• • • • •• •• • •• • • • • •••• ••• ••• • • • • • • • • • • • • • • • • • o• •• • • • • NOTE ITEM ?2.25.33.38.4248.48.61 -s 3.s5 FIRE LBECI OUT NOT SHOWN FOR • • • • • • • ••• • • • • • • • • • ••e • • • • • -.• • • • ••• • • • • ' P ' . . .[ . • • • • • • • •• •• • ••• • • tVP1t;A1, Ai 13�1tan1 ALTERNATE Flit/ FRAM s`yiti ��•a• • ids ' �! d� ON VIEW /ALT FIN FRAME- LARGE MISSILE IMPACT Ira . . ^ • ' +1 CASEMR MM BAT 2/2312007 A6l�NCQRALIED�ORDtQ 00181IlROIEA� • • �• L �• e aF o ,i• • 8100 s NTS ' CWS181 ••mows* aromas aao.eIvwaow•sore+oLeoewopr� 3�"1, ' ; F e��> sT: 4 OF Mira P IOPO SIMOOYYBY8TE7& f6PROII11m • ■ n • ij "o•oe•otoe". c' q� weSCAv Eel I Li W. 44TH AVENUE 'LLORIW134474 RE F.GtLE •• MLMD@ CAL • a V9R ISM '11127.: 111.7x=rA-rrIZEI MAI EMI 'ELL-317 Wit?— •1C. — J0a21"� L T .- v Mal— 7. M:=11111 A ft MEM 1111C1=111 L77: • =, 17 101 . SUM rn D CalatiLtIANIAL CO WAX. At r asa.ewe : = =MAL _EM11'LJ• I:�,.i._,:.I. 3: � tom MEM 1112=1111 WAN MEM 111:1=i111 D 1EM MUIR REM MUM =CD cin 7:• a 10 Cal O=8 ©p ECM 1 71 WON III=1111.- 1115•17 ppaeeta rJ111111111•11^ Q' ECM .:..1C_'' M:.o c:;i. - WEI rY F?X -. Yr� pm Nun. r -7:T z_ it1111'�iE 7, ZiT ECM IN=M1 t7 _Cu. 1 4 101[ " - FsAQO =Diet& 1. It • • • •• • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • PVC FR. CASE., MAIN (FLANGE) K-6030 21V PVC SASH, CASE H-6008 17/3r 1 oar 1 SCRE Au��H -1592 ANCHOR CUP, P4760 ALUMINUM 6063-76 2env T PLAN VIEW OF ANCHOR CUP ` 77. ,� "f: • ,oritt4,,,,V9wpcmusiobs a MOIL Y. - &ARt E 181 �ACI • FeaFt�IMPANDea+smaoa. - dl fix' • �. : PVC CASEMENT BAT • metaccom►noew wens sues ulPaco vO L !_t 11Qi1a9 .. - . 8,00 M$ CVYS 161 vorsocaverstameactmeramoommonarpagrommeacce vr�nrrom oecrcustorrssaersra •naFaanai S .�+ • .? �� , �'T' 50F8 m I • ifi / /Uli•Os l FRAME CORNER CONSTRUCTION 1 4IW CORNER WELD (ALL sires) r PVC FR. CASE., MAIN (FIN) H-6030 12L. 1 SCREEN RAIL, TOP/SIDE, H-1593 ALUMINUM 6063-T6 SASH CORNER CONSTRUCTION SASH REINF. 5-1505 PVC GLAZING BEAD.6016 ALUMINUM 6063 -T6 t.' CORNER WOW 4411415135 COIL, .05 X .437, P-4050 ALUMINUM 6063 46 .,4' �•` � 6*� • w «HAVH4UE gs. .16 IDA34474 ,, ••• • . • • ••• • • • • • • • • • • • • • .•• • • • • • • e • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • CONCRETENASOtear SY OTHERS EXTERIOR FINISH BYE CAUUI SEMEN SUM AND BY OTHERS' CONCRETENASONRY BY OD ERS r_rsz OM. EDGE COT.) BY OTHERS ( ANC310R CLIP 1 BY woo SUCK BY OTHERS • • e. a. • • • �.e • a• • o a 140',/t Y OTHERS • • O • A • • •d •° • • w • °•e POWAETERCAULK BY D$TALLER MOM FRAM HEAD BASH TOP RAIL SASH BOTTOM RAIL VANDOW FRAME SILL 1 BY WOOD BUCK ST OTHERS Ur MAX SRN (SEE NOM a3ON SM. a BYSTAUATICNANCNOR, M r CIA. MASf2NRY ANCHOR EXTERIOR FINISH SYOTHERS tEN HORISCRETAL SECTION alp (MASONRY) WINDOW FRAME .IAMB PEINMETER OWLK BY INSTALLER VENDOW FRAME • • • IAIN3 PERIMETER •010 SY INSTALLER • IDtIWBORFI[1 BYO IET BASH ECM= RAIL ANCHOR CUP 2 BY WOOD SUCK BY OTTERS CAULK BEiTV.EEN BUCK AND OPENING BY OTHERS HORZONTAL SEC1ION CL/10MOO) AMCMIOR CUP MUSTER CAULK BY INSTALLER EXTERIOR RMSH BY OTHERS WINDOW ERASE SILL INSTALLATIMAMCNOR titre& M. ANCHOR PERIMETER (MUM BY INSTALLER EXTERIOR FI EM BY OTHERS tie YA%. SHIM (SEE i1QTE 2414 WSW 23 DI TALLA1TONMICR, swam MASONRY AND= 11f MAX SHIM (SEE 2tiONSHf.2) put kitataaumn O • :••I • • •, •• • • -e •• 0 • ll• 61%1..0. •O• I • •O• O• ,.O •p • • • • • • I • • • • • • I • • •• • 0••••• • ••I•••• • • • •#s. • • •••I•• Apr •I• d•i• .• •.. • • • •• • t• 9 0I• a• CONCRENWASIORY : i rt BYO ••• •• mamas. •• frIVERIICAl. SECTION CUP GIASONRY) .. • ••• ••• ••• • • • • • • • • •.. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • CCNCRETESTASONRY BY OTTERS 0 • •• •••• s° •• Hie • MIL E ) /riALTERI ATE PRECAST SILL OETAIL CLIP (MASONRY) Zgr Mit EDGE DIST.) ••• • • • • • • • • • • • • . • • • • • • •• •• • • •• ••• •• • • • • • • • • • • . • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • LIZ BSRLEDG@CMT3 vviuctow swag WL'U4THAVENUE GFLORIDA 94474 • • •° Ear:' 625:4., T@BNC•iNTI INCOfp1[�DWUffi i®1l166OtBP1 A1YQ+tA O ,• • ,(. r�oo�ra*s Estsm rona oa r_____ a emu va ►carne,' •' M81R9IP oPC vocal vatem•G 5•1104111102. ✓ • = TUN ANCHOR VOCLIP DETAIL• LARGE MISSILE IMPACT 1,4 �0.�?� ° r•OPIO• �ftr 4.47""- --0-91./7:4160,-, BY OTHERS 2JLC r t Ewa DRYWALL BY ODORS MASONRY SCREINWEOPRENE BACKED MASHER WWI SCREW SUPPORT CALUULWIYEN BUCK AND OMENS BY OTHERS eYWOOD SUCK BY OTHERS ur HNAIN. WWI WEE NOTE2& SON SHT.2I �1. WEN EMBEDMENT) 114 MAX. W M IEEE NOTE 2&3ON WIC 2) DRYWALL eY OTIGRE CAULK WDRSCREW HEADBYRR,STALLER CAULK U NZER SCREW MEAD BY INSTALLER 1 Ile OWL • •.• •.• .• ••• • •.• • • •• DRYWALL BY METE pant eine OBTa SYYwDODBu I WORMS 2 BY MOD BUCK BY OTHERS IWTALJIATION ANOKA WE WOOD • SCREW MENEOPRENE BACKED WASHER MOW SCREW SUPPORT •' •• • CALAHC BET EN Buck • • AND OWNING SYOTHERS • ;• EXTERIOR AMEN St CIDERS ur MAIL WWI NOTE2&ELNSN►2) PERIMETER CAULK BY INSTAUAR VIDIDOWPRAYE HEAD BASH TOP RAM C ARAIDIERSC1EW HMAD SYSWIAU.ER a er nap. m ® IN�RIZONTALSECRON FRAME OLASIDOW PWELKETER MAX BYINSIALLER HARIFRAME JARS WINDOW FRAME JAMB EXTERIOR MEW EYan PERIMETER CAULK Or INSTALLER • WIRWONYAL sEcnora • FRAMEOtA2X) CoNcRETatuAtioNRy BY OTHERS EIGER= FREER BY EWERS DIS ALLATbN MOOR. Tetra& NARY SCRESALTIECIPREW BALI EDEABNERTYRY SCREW SUPPORT BASH Soya= RAM SILL SASH BOTTOM RAN. WIYOOWPRAL6 SILL PERIMETER CAULK BY INSTALLER suEROR MEN BY CIDERS INSTALLATION ANCHOR, VW DIA MASCNAY SCREW Hiles RASHER INRU SCREW SUPPORT CA= WYDER WADBYMBTALLER IEEE smarm =woman GROUT BY CIDERS r—Dr MAX. SWF gin 2a3 PERIYETWICSAULN EN iterALLem EXTERIOR HIH BYOTHER$ ReTAUATDNANCH OA OW DIA. MASONRY SCREWwWWPRENE SACKED Minim 7101u SCREW SUPPORT CrIADUNDER SCREW MAD By INSTALLER r— MIL WI tSEE NOTE &3ONSHT.2) •• e ▪ • ► ► *. • DLL BTOCL BY MERE USE SOLID WOOD SUPPORT TOME SILL LEVEL WOMEN ►. s,•.p.e • it. P. t•'b• ° °•_ ►`•• CONCRETSWISONNI BY CIDERS ►.t °. ••.... e ►.e ►.e > ►..• . • e .,•: • ,o . fp n. ►. OMDt EDGE OWE) 1 tre (MN EMBEDMENT) (Ry.LTER NA'TE PRECAST SUJ. DETAIL . , VFPRAMEtMASt MASONRY) 4 ET OTHERS •• • • • • •• • • • • • • • •• WIN. EDGE OWL) Nive {Gi SEGTM • • •• •• • ' • • !:4i51 ma mw mAflash•wwwsolueac o8scamaI FITT L • • • IMPIDAVINSTE116•6 06166000LCIIE6 INP616estASA• CIU1 M6 MOPE 6PCJ810YMSi60,6666M,•C.OPA�B13t ..• '�. •sue •• • • • • • ••• • • • • • •• • • • •• •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • LUZ INSTALLATION ANCHOR. WI VA2C0 SCREW SWAMIS STOWERS CAULK BOWD WN BY INSTALLER EXTERIOR MISR BY OTHERS PERIMETER CAULK BY INSTALLER YNNl OWWRAP BY INSTALLER 213YVOCDBLXM BY OTHERS 2BY MOD BUCK BY OTHERS — IAN MAL SPIIM ($EE NOTE 2 & S ON SHT.2) LIN MAX. BMW I$EE NOTE 2i3ONESIT.2) INSTALLATION ANOHca. NM 1ko0D SCREW SWAM FRAM HEAD LUC Got ENEEDIAIWK) SHEAWW ) BYOB EXIERIOR FINER BY OTHERS W NDOWWRnP BY INSTALLER OALI,K BEHDIDFIN BY INSTALLER WUNOOWSRAME SAL VA NDr WVALAP BY tPG7ALLER PERIMETER CAULK BY 0ISTALLEA CAULK BEHIND RN BY INSTALLER PERIMETER CALK* BY INSTALLER HORIZONTAL SECTION Cal RN DUXES r VC AWL sISITE2&SON IOW. 2,( 2 BY WOOD BUCK SY OTTERS I STALLATIONA1; MO% MBIACCO$CREW EXTERIOR MEN •• ••• • • ay OTLEn •• • • • • • •• • • • • • • • • • • •• ••• •• • a •• • • • • •• • • • • • • • ••• ••• • • • • • • • •• • • ••• EITEMERS • • •• ••• • • • • • • • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • •• •• • • • ••• • • • ••• • • • •• •• • • LYE (UK EMBEDLIEND VERTICALSE CTICW r•reD oPPna nigear Awno•� e+ a •o►8Tt•3 I ermeO{A7oM VIUMNPaildUCtiels CiefO iM 821CWWWID1111. SR S I+t , BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1090 Technology Drive, Nokomis, FL 34275 SCOPE: MIAMI DADE COUNTY. FLORIDA METRO -DADE FLAMER BUILDINO 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governin the use of construction materials. The documentation Mi ntation submitted has been reviewed by ami Dade County duct 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 its 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 wt Sideltes APPROVAL DOCUMENT: Drawing No.110054, titled "Aluminum French door & Sidelite- Impact", sheets Ithrough 10 of 10, prepared by manufacturer, dated 02-22-07 and last revised Qn 09/25107, signed and sealed by Robert L. Clark, P.B., bearing the Miami- -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite)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 manufacture's Lurie or logo, city, state and following statement "Miami Dade County Product Control Approved ", unlesajotherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has teen 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 expdiation 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 NQA as an endorsement of any product, for Via, 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 mwiber preceded by the words MiamiDacce County, Florida, and folleweJ by the expiration date may be displayed in advertising literature. If any portion of the NOA is 4ispjazed, then urethan be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacdre p it distributoD and shall be available for inspecdon at the job site at the request of the Buildin Official. • •.. • • This NOA consists of this page 1 as well as evidence sheet E -1 and approval , mentronmlibove.. The submitted documentation was reviewed by Ishaq L Chanda, P. E. • • . • • • •• •• • • •• NOAI47- 062910 Exidratlon Date: :October 18, p» •. Approval Date sOc ipbr 18, 2WA • •. • pars'. • PGT Industries NOTICE OF ACCEPYANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005.1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Mr 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (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 FTL -5212, dated May 05, 2007, signed and sealed by Calrlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25/07, prepared by POT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTMS 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to `E.L DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11 /10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Saluda Interlayer for laminated glass", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06-21-07, 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. 18, 2007 approved by BCCO. ••.• • • • • •••• • • • • •• • • • • • • • • 'StA V•?1 J• • E•1 1 • k a •Pl fsh� $in • Product CAA Exaniln6 • • NMI, Net 407.0629.11! • • Expiration Date: %October 18, pip • • Approval Dater•Oer 18, i80 • • • •• • • •• • • • • • •• ••• • • • • • • •• • . • • • • •• ••• •• • NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE LITE(S) t NO OPTION$: A. sir 1 *.wj NSA, (.402 CONSISTING OF (1) UTE OF 1B' ANNEALED GLASS PLUS AN .080 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIXEEMAFE MAXIMUM PLUS MUTE OP 318` NEAT STRENGTHENED GLASS. B.318`LAM1 NOM.1.4021 C N MUTE OF Er HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLENICEEPSAFE MIJE C. 8 1 NOMd.4B)� CONSISTING OF (1) UTE OF31rANNEALED GLASS PLUS AN .080 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM (1) LRE of 318` HEAT STRENGTHENED GLASS . D. 7118 LAMI NOM. (.485 CONSISTING OF (1) LITE OF 318• HEAT STRENGTHENED GLASS PLUS AN .010 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) UTE OF 3118` HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLESASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 3. CONFIGURATION3:6 Q, p , Ell sp, 9 OIO Q, AND OXKO; 4. ANCHORA s : THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC. CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. • 8. StQTERARE O• 8 SEALANT INSTALLATION W FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7.S: TEST REPORT FTL -5212, ELCO TEXTRON NOD: 04-0721.01.03.0225.05. ANSI/AF&PA NDS40013 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CURRENT EDITION NCWDNG THE HIGH • VE.00RTY HURRICANE ZONE (I4fK/4. !L �•��.70:_!�: •ice ..i�1 •y ; u - . . _•; ,1,4 =1! A. THE • . ,-.7 I0N - ` {q: y is FROM T =1 - 1. OR 2. PREVAILS. B. FULL LENGTF1 REINFORCEMENT (ITEM 22 SHOWN N SECTIOtN E.E. SHEETS) IS REQUIRED ONLY AT ALL DOOR TO SIDE UTE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2. SHT. 2 FOR DOOR TO SIDE UTE CONNECTIONS WHICH CO NOT REQUIRE UEFA 22 REINFORCEMENT. EXTERIOR 0 N� 112` GLASS BITE 1? GLASS BITE A 1111111 EXT. • Mr ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEILIKEEPSAFE MAXIMUM EXT. -1/8. ANNEALED OR HEAT STRENGTHENED GLASS .080 PVB INTERLAYER DUPONT BUTACITE OR • • • SAFLEXI FE MAXIMUM : .•i 318` HEAT GLASS • • • ,0 ® 3/8 LAMI NOM. GLAZING OPTION A OR B, NOTE 1 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • INT. -3H8` HEAT STTRENNGTHS%) GLASS .485 -- 7/18• LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES--- 1 CONFIGURATIONS-- 1 GLAZING DETAILS.......».. 1 DESIGN PRESSURES.._. 2 ELEVATIONS _.3 VERT. SECTIONS— ...._. 4 NORG. SECTIONS........... 5 PARTS LIST — 6 87 ANCHORAGE. ...... 8-10 Appawosnm Gg•46tl• NO*P— 1— rs Ages /U MLd Ede PtedfdOmuta : 111 I.LLJ. massioaromm NOWNIKFLUOS Pu apt oar NOTES AND GLAZING DETAILS 'ALUM. FRENCH DOOR & SEE UTES IMPACT !x 11 .; 10 MGM 1 B CI&P.E PE swam ••• • • • • ••• • • • • • Y • • • •• •• • • •..•• • • • • • • • •i • • •• • • • • •• ABLE 1. pESIGN PRESS R ALL CONFIGURATIONS, APPROVED C0?fIGURATO X, - 0. OX. X0. OXO. 300. OXX & MOOD (FOR DOORS W/ SCE UTES THE DP FOR THE DOOR OR SDE LTTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITN GLASS TYPES A, B, C OR D HEIGHT - 953/4' +75.0 -75.0 • • • It • •• • • •• • •• • ••• ••• • • • • • •• • • • • •••• •• •• • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • �` SIN ■ - u O WIDTH 27314° 381A' 38314' OWDTH 36314' E UTES WITH GLASS TYPE A +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 +75.0 -75.0 +74.9 74.9 +70.4 -70.4 +66.6 +831 -83.1 SINGLE SIDE LITER WITH GLASS TYPES B, C OR D 05.01 -75.01+75.01 -75.0 +75.0 -75.01+75.01 -75.01+75.0 -75.0 TABLE 2. DESI PRESSURES FQR COMBINED DOOR /SIDE UTES ONLY APPROVED CONFIGURATIONS: OX, X0. OXO. )0(0.OXX & O)0XO (THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, 5,CORD HEIGHT A WIDTH WIDTH 8�- 793,4' 7°- 83314' 87314" 9134' 86- 953/4' 20 251/2' 40 47 Se +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47A 27112' 61314' +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +48.5 483 +443 291/? 55314' +51.7 -51.7 +48.8 -48.8 +48.1 -46.1 +43.8 -43.8 +41.6 21 31112' 5° 59 3141 +49.0 .49.0 +46.2 482 +43.6 -43.8 +41.4 -41.4 +39.3 2.331 54 833/4' +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 49.3 +37.3 3512' 67 314' +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +358 3° 371!! g° 71314' +34.0 •34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -47.4 .44.3 -41.6 -39.3 -37.3 -35.6 -34.0 SINGLE 0IMDTH SIDE UTE • • i• • i • • •• • • • • •• GLASS TYPES A, 13,CORD 10 314' +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 12 314' +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 19° +72.4 -72.4 +68.5 -68.5 +85.0 -85.0 +61.9 -613 +59.0 21314' +84.5 -64.5 +81.0 -61.0 +57.8 -57.8 +65.0 -55.0 +52.4 27314' +529 42.9 +49.9 -49.9 +472 -172 +44.7 -442 +42.6 381/8" +35.2 -352 +352 -352 +35.2 -35.2 +352 -352 +34.4 38314' +34.0 -34.0 VASS GUN +34.0 -34.0 +34.0 IS.SI•x alai ANCS rauu raeaysanissea -34.0 It +34.0 db SPUN -34.0 +34.0 76.0 75.0 -59.0 -52.4 -42.6 -34.4 -34.0 NOTES: C. 718' LAMI (3118'A,.1190 PVB. 310• HS) D. HIS• LAMI (318' HS, .090 PUB. 3/16' HS) At COMBINED DOOR & SIDE UTE WIDTHS FOR TABLE 1 0R 2. ohl MAX. OXIXO WIDTH • 731/2' MAX. OXO WIDTH =1091/2' MAX. XXO/OIOC WIDTH • 107 314• MAX. OXXO WIDTH = 143 31M 3. SINGLE DOORS 33 818' WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64118° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IN NOT REQUIRED BY CODE 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPUCABLE N MIAMI -DADE COUNTY. BOWLES OF COMBINED DOOR AND SIDE UTE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30' WIDE x BO' HIGH SINGLE DOOR WITH 28' SIDE UTES DESIGN PRESSURE ■ +87.81.87.8 PSF ETC B FROM TABLE 1. OXXO WITH GLASS TYPE A 68 WIDE x85' HIGH DOUBLE DOOR WITH 38112' SIDE UTES DESIGN PRESSURE • +70.4 / -70.4 PSF ETC C FROM TABLE 2. OXO WITH GLASS TYPE C 30' WIDE x67 3/4* HIGH SINGLE ODOR WITH 28' SIDE LITE8 DESIGN PRESSURE • +43.6 /-43.6 PSF DL0 FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314' WIDE x 80' HIGH DOUBLE DOOR WITH 20' SIDE UTES DESIGN PRESSURE •+43.1 / 443.1 PSF A6. FOR COMBINED DOOR AND SIDE UTES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE UTE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL Raw "1%f • Usk TEDOMAGY OWE T 1/la7b Beaes ••• • • • • • • • • • • • • • •• •• ••• • • DESIGN PRESSURES AWM. FRENCH DOOR & SIDE L1TES. IMPACT ,ow, J x 12 • 10 I'" 112024 r8 •• ••• • • • • • • • • • • • •••• • • •• ••• •• • •. • ••• ••• • •• • • •• • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • •• •• ••• • • �� 1 — �-- -- 'SEE NOTE 3_ - 5EB NOTE mAx. sEE "en 40X OR XO 1 v Er SEE NOTE4 OXD lE _o SEE NOTE 4 0 SEENOTE4 �o / Ef, OXXO 0 DLO HEIGHT - =WEIGHT -1131 , DLO WIDTH x = DOOR WIDTH •121511r DLO WIDTH 70C = DOOR WIDTH -11516 SIDE LITE DLO HEIGHT =HEIGHT - 1138' DLO WIDTH = WIDTH -3 11 FSIPORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4AND 8. ION LRES OVERLAP IC AND 90C DOORS BY we WHEN ASSEMBLED TO MAKE WO'. 13)(10)32 IOTA 'OW AND 13)003' CONFIGURATIONS. 4.REINFORCEMENT LOCATION FOR SIDE UTETO DOOR CONNECTIONS SEE APPLICABILR Y SHEET 2). 8. CLEAR OPENING FOR IC AND IOC DOORS AS FOLLOWS (IC DOORS = WIDTH - 5.648) PDC DOOR • DOOR WIDTH2- 4.078) 95 3/4" MAX. SEE NOTE 4 •R,a 1 U usw.. oc.T aims_ rMtm r'� eroret raffia: .� 81,,,1 ��2'$} � Irreefilreero • Mews. • •• roe. •re• • ....ti I Pj• Nro» • •�d�*lbw• • ores sx enav • YSPIXPLI20010111 rR9 e99 9RT I 9C NOW ROat • • ••• • • • ••• • • • • • • • • ••• 2 2 2 2 0 1 1A • • • • • • • • • •• •• tow P ELEVATIONS ALUM, FRENCH DOOR & SIDELITES. IMPACT Vitakfr Bever FDTDI I NTS 1 3 + 10 Ormeals 11005-1 1 8 Roteel P.E. MAIM Studant .. •.• • • • • • • . • •• • . • • •• ••• •• • • • • • •• • • • • • • • • • • • • • • • ILy • • P RK ••• • • • • • .. • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX DOOR HEIGHT ULIE MA SIDE LITE HECHT SL SECT. 94 VERTICAL SL VIEW G-G CORNER ASSEMBLY NOLLOWNEMINCTIONATCCOMMASTIONW fleDITOMAGIVRAre R!Q EXAMPLE ELEVATIONS ALUM. FR E NC H DOOR & S I D E LITES. IMPACT w.1.. — Oat VEX 4 + 10 110054 8 Rm.t P.E. IMMO •• ••• • • • • • • • • • •• • • • •• • ••• • •• • •• • • • •• • • • • • • • • • • • • �MA1L SIWIDTH� IBM SL SECT. E -E HORI2. (DOOR WI SIDE UTE) SL SECT. F-F NORM (SINGLE SIDE UTE) WIDTECEINCIDSTANVE RJ@H Rigid VW. Baas VERTICAL. SECTIONS AL' RiL FRENCH DOOR & SIDE LITES, IMPACT RPM 1/2x1 8 • 10 I•�� 114 ( B d b tmam1. P.E. PE MC IMAM ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • {A 7 U .',r I II �u �MA1L SIWIDTH� IBM SL SECT. E -E HORI2. (DOOR WI SIDE UTE) SL SECT. F-F NORM (SINGLE SIDE UTE) WIDTECEINCIDSTANVE RJ@H Rigid VW. Baas VERTICAL. SECTIONS AL' RiL FRENCH DOOR & SIDE LITES, IMPACT RPM 1/2x1 8 • 10 I•�� 114 ( B d b tmam1. P.E. PE MC IMAM ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• ••• • • • • • •• • • • ••• • • •• • •• •• • • • • •• • • • • - • • • • • • • • • • • •• ••• • • • • • • • • • • • • • •• •• ••• • • ly fly <•if °3 , 'Cl•• L„..11=111111.1111 r�r r i cm —ammo ININN�t:rY� C':Fi?�illT�ia .f :T1�'T�_1:s1'•�'. x"Ti1l' „ 7��-��:T?';I#7 17 ✓ - 7 1111111117t ce li , '7 it .C4 *,- ma .Er7 KEN hLIIONIMOW [` iialk I • T �l I1Tk77r:� 1iTi� ®[1 +1811004M C'= r%TIWUc 1 I;1 :1, •. 1 «r1! -4 r•1' i .YT : F..I1c ydcl`,•LD • ';' r GiIami.rC�°Tl Q 11002A Q nE... .111 La m^`T'= iFIfiKT'!T13T:1�f'1T °. a fL_. Itl i• + i�.' _.'i?_T !;��) CAI L rJy jal/ K_-1•[ ? ?',i iir_1`LIS•i4rT i ,.�i MT” J TIC `ISM= i i iTi.I;�T. Fla I ria PA «a .065 177fU ,:T1.; •' Axe 1 1 I•I 1- '. , 6717714 EaallIFEll 'T ,. 6914 G'•'. 77r � f.r : ?�SiT•'rj.i lEa mom & Jr s 7 tur Ynrr �c �!,T� 'C%xY1:I,T.Ir r'1..'i }1.! ;,�i- 1'• 'T,RiZI° 1E31 Fr'EriridlillIN L.:11 ,111.1711 errs 7° T p •. Id T:"_1; p ' -1-g Ir. ?a !rn • f: rt_r�T�1♦l'i rl: rl:�: Ka ffau. a Am. tf.Y lZ 44i �,, •1n1�?:Z' >I� 1 f II�t \�li'/A1 CS-I:YI: :t:1;C :•�♦ . lly �i lam: [,� •1 (G La,17[77- 11,11 G/1c'L��'��•.Tlimmoim Kai an. C:] EVEME L�'•�Z��r.�;yi�a� }��.��y��r,r °��[?r i=T ,i:l.•Efalti .lf3� il, +l, j1�1t.i _.:� �.1.11/T1� ':Zi ' MEW aTF7TTTIIII 0 EEC= 0 - .750 FL. SMS ;.mss °al - C7 7 z:r,,r'f a Ir flat•i • AEI CJ • -' i�.11111111111I - 17171;7 '101 P31111111 EJ © ra:r[1M•111 - © =AIME RAI U1' EJIMI=INNINI W 7989 =WM •111 •1ijj" $12 1.000 7 'Iq" 71 7 . 3w+-" 4A BEAD.7 9' 11 Q• :1 011ER R (1. 176 :5-T131• i c . V,711 ".c. S t .' «. I , • r :,.�. . - OR EQUIVALENT GLASS. r' YT'” . r' :, 4 PVB, 311 t:Irrn. 711 [Z7 O S 1'68 so4-4 1=1 OU SW04d THRESHOLD 086348 IJ .650 •115J V � MuU. ICJ 808348 lR= 4, "��t'Ysl'r,� %%Mb Boras PARTS LIST ALUM. FRENCH DOOR E SIDELITES IMPACT • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • .•••• • • • •• • - • •• • • •• • • • •. •. •.. • .. • •. •. • • • • •• • • • •. •• • •• • •• •• ••• • • • • • • • • • • • • • •• •• ••• • • O DOOR PANEL T$ RAIL 3.68.5 I 1 4.100 31 1.480 .050--44- a FRLER HEAD ADAPTER 606346 11 r—u°0-1 1 OFRAME HEAD 668376 • • .• • 6 • .3db6 aUTSW NO THRESHOLD 19 606375 1.489 .062 DOOR PANEL DOORPaAL SIDE RAIL 6083 -T8 O E INTERIOR ASTRAGAL 808.475 rum Also .683 TRUSS 368 GLAZING BEAD 34 600376 O 608376 �� DOOR PANEL { q5] EXTERIOR ASTRAGAL Onir GLAZING BEAD 606345 rierir $L 6th. 6063.76 L .050 .rte 20 DOAMOR B FRAME. J 606376 SL JAMB 88 ADAPTER 608376 47120 37 ETHER STRIP CHANNEL 606375 HINl3E 32 806346 0.375 .125 Amsted SO with the Saida Die arnsz g;(4.1 ,..2 I. CG4H.� CID uromfacoaraphe Naramansans AZZIf ISO ant= EXTRUSION PROFILES ALUM FRENCH DOOR 8 SIDELRE3 IMPACT • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • FDW 11r2xr7 • 10 1 -110054 f 8 _ •• ••• • • • • • •• • •• ••• •• • • • • •• • • • • • • •• • • •• ••• • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• 1-'z e•c-i 1"-z HEAD ir$z •r 1 t-z0 E-r-1 t- `zatas -t 1 1 r t-z>,t 1 - ZOONNE- — ' -- l-z e-1 SEE TABLE 7.. SHR.9 NOTES: .. 11- rte, ,l r' � / s\ / 2 2 X0 OR OX r ' Z yr i ZONE "0'T ' 4—'zOA -E" ' I— .D' 'V ' SEE TABLE ...SHL 9 SEE ABLE 5.. SHT, 9 §81MBLE I.. $HT.9 t- ZONE''— t—z'r —i'1 fi W1- 2• �• -$°z • 'F• -f'1 I I f i i i O)(XO 1 1 EXAMPLE ANCHORAGE SOLUTION - FOR A CONCRETE 0)0(0 INSTALLATION A. 19'x13314' SIDE LRES°B•AND •E• ZONE ANA FROM TABLE 7, SHEET 9. PLUS; B. 713/4 3( 83 3/4' a DOOR ZONE I" ANCHORS FROM TABLE 4, SHEET 9, EACH 'F'ZONE SEE ENCIRCLED VALUES, SHEET 9 TOTALSS () TOTALS TYPE 1 OR 2 ANCHORS EACH JAMB AND 2.8.542 a (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. I--- -- -JAMB ZONE `A• - -4 r XXO OR e OXX ) to 1 Vs' 1 1—ZONE13'�— � SILL NE ZONEE""F•� SEE TABLE 7.. Sta. 0 1-ZONE-1— 'F•--1— ZONE•P 'm -} SEE TABLE 7.. ENT.9 AMUSED AS AN EXAMPLE OF ANCHORAGE FORA 93_94'H UNR. 713/4W IOC' DOOR WT14 19W SIDE LRES(SEE SOLUTION ABOVEI A�ICHORTYPESARE: 1.114* ELCO TAPCONS 2 U4" ELCO SS4CRETE•FLO( MASONRY ANCHORS 3.912 SCREWS UANiR1ES ARE BASED ON SPACING AS FOLLOWS (3' MIN. 0.C. FOR OCINCRETa SEE OWMPLE SIM ANCHOR LAYOUT ABOVE (AI,( SlI1� /31/4' MAX FROM AND 231/8" MAX O.C. 1 OF RO ORS:5'MAX. FROM CORNERS, 9' MAIL FROM ASTRAGAL CENTERS AND 20 7q' MAX O.C. MEAD d, SILL OF SIDE LITES:8' MAX..FROM CORNERS AND 24 314* MAX. O.C. 3. TO DETERMINE ANCHOROUANTITmE3 FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ,,. T P.fA6�tfES9 a3W+ VIA* Demo PAC 22a0 ANCHORAGE" CONF7QURAT1ON$ LIR FRENCH Eft &SIDEWES,IMPACT 00016110 ANN NTS 8 . 10 prom, 1100 -1 to; • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • • • • •• • • •. • ••• •• • • • • .. . . • • • • • • A4C.o AO.C.0 UM MINES 4440 WD1H a HT. 1313E100E1 1313111013E1 fflhifE3© n©1E101© 13©100130 DFJE10fEJ 13E11170131131 111311101310 D©W1nf3n D ©EIOF1U Donn ©10 13©131313© D ©n0©131 Donr©n non000 ;t:Z,n ©n0f?l1 ii t DOCSa©cli onnnn o010n©n ©©E3000 'DOnnnn 0€]100©13 fElfDfU 0© twin o©tonon n®n0©n 'Ellin OEM oanDOD 013 013E1 _LOG non :1JnV ©11 1 t14k7tfii i0 i ] 0 ©10 13© 0©10 iiii4iiialliii e 10 •. • • • • • 10 o 10 10 011111013111 13©i7D0© 131311110111110 1DQE>tODE1 n©1vO010 nluf>0© [IQNOO ©t0 ,nQ©ODf D000nn Dntonon 13111101131E1 013111311E1 nnoDOn norlrlrinu 131313131313 'nonnE0o n[in0E1n 'fQnnEln 13111101010 DnnOnn •nnnnnl0 DIlnDEln onuriun nnfn ©n Ein 10 011111 toff ©n nQnn ©n 1o>onm ©o 'EMI 10 D ©n 1311 to 01311 Dun vin n 131011:10E11311 '1310 to 011311E1 an 10 nun WIDTh • qi KEEN KEEN KIWI LE II Q Nil MIEN QQ11311131 QUEIUI E1E10fl ©E11D1E1 Q.E11r1E1 111311111101131 1311131113131 QE11a1a -11n113111:1131 QUWI mrni ino0lot QE10© Ell El O, ElQO© [IEl0�E1 t0ElEll 1 tnit m rmrm LIEN ER 0 ICI l 1000[© El Ell 000© Ell El ton 0000 rru Ell DE!El ©Ell CIEl DEIKE El rnrn cmmagu * IIDZON AL/ Iwo rtR�eoo wYA� OHlea ttormD P.Q [6Q �3QT1 5108 use won, x Ht !!!!! nn CO DQ Oa BOO . OD; OD 00 v©: °0 0 00 ao 130'. .DO` 130 DO 00 00; ©o 00 00 ovr 00. i00 Veil* Naar 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 eaQZ01es 0© 01l n© n17n10 0© 0© 130 nn C113 13U 130 UE1 UE1 E113 013 130 1313 00 nn, n_n 011 00 1313 110 1317 1313 130 00 nnl rio nn 1317 tin no nn g 1313 170.1 1313 nn 1313 n ©13E1 01] = 0E1 1E3 n® CM 1317 7 1713 13© 00 n© 'oo n© ion on 013 130 111113U 00 013 011 3U 1313 0� 00 U13 1313 1 1 1 APIMI ANc OR TYPES: 1 'ELCOTAPcON 2. 114' ELCO SS4 CRETE -FLEX MASONRY ANCHORS 9.012 SCREW$ (G5) 4.ANCHOR QUANTITIES W TABLES 4 AND 7 PERTAIN TO THE E7CAMPLE ANCHORAGE SOLUTION ON SHEET 8. ANCHOR QUANTITY LOADZONETAELES ALUM FRENCH DOOR & SCELUES IMPACT 11! ••• • • • • ••• • • • • • • • • • • • • 0 ••• • • • • • • • • • • • • • • •• •• • • • •• O. •10 • • • *0* • • •• ••• • • • • • • • • •• • •• • • • • • • •• ••• •• •• • ••• • • • • •• • • • • • • •_ • • • • • 721 WOOD BUCK NOTE 2 3.4 KSI Mu X CIVIC. =WOOD BUCK NOTE Z 3.4 Hof WN. CONC. 1x WOOD BUCK NOTE 2 1x WOOD BUCK. NOTE2 U4' Max SHEA WOOD ANCHOR TYPE2OR3. NOTE 1 DOOR HEAD (WOOD) 1318' 1 MIN. 114 MAX. SHIM WOOD ANCHOR ON STAB CENTERS. TYPE 2OR3 NOTE 1 1318'1YPE1 3/t TYPE 2 1/4IMAX SHIM ANCHOR. NOTE 1 1114' TYPE 1 OR 2 (CMU) DOOR HEAD (GONG) 1!4' MAX . SHIM CONC ANCHOR 2X WOOD BUCK NOTE2 NOTE 1 gm 1X WOOD BUCK, NOTE 2 DOOR JAMB (WOOD) 318' MIN. -"1f6 Max SHIM WOOD ! ANCHOR TYPE 2OR3, NOTE 1 1 'TYPE 1 ( SIDE LITE HEAD (WOOD) 1314' TYPE 2 (CONC) 114 MAX SHIM 314' MN. E.D. 1a SZI4 1f: a V 3t4 Loa ED. 1,8 HI ▪ NaMU OR SA KSI MIN. DOOR JAMB (CONC) 1318' MN. CONC. ANCHOR NOTE 1 2X WOOD BUCK NOTE2 WOOD ANCHOR. TYPE 2OR3. NOTE 1 13I8'TYPE 1 1314' TYPE 2 114 MAK. SHIM ANCHOR. NOTE 1 SIDE LITE HEAD (CONC) 1/4 MAX SHIM 1 1/4 TYPE 1 OR 2 (CMU) 1 3/W TYPE 1 (CONC) 1 314 1314 TYPE 2 (CONC) 104. E.D. w 13l4*MN.E.D. 1JI KSI MN. CMU OR 3.4 KSI MIN. CONC. =WOOD BUCK NOTE2 EL SIDE UTE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE CONC. ANCHOR. DR 3. NOTE 1 . . NOTE, 11t! 2X WOOD BUCK NOTE2 DOOR SILL (WOOD) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY. USE ONLY MIAMI -DADE COUNTY APPROVED ELOO U4 TAPCONS EMBEDDED 1318' MIN. (TYPE 1) OR NW SS4 CRETE•FLEX EMBEDDED 1314• MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHORTO CONCRETE EDGE IS 1 3l4'. FOR WOOD INSTALLATIONS USE g12 SCRIPAIS.ECTYPE 3) OR EL.CO 110834 CRETE•FLEXANCHORS EMBEDDED T'3Ni MIN. (TYPE 2). I DEPICTED AS 1x ARE LESS THAN 1 VZ THICK. 1x WOOD BUCKS ARE OPTIONAI.IF UNIT IS INSTALLED [MEOW TO SOLID =CRETE WOOD BUCI • Alas ARE 1 1rd THICK OR GREATER, INSTALLATION TOTHE11UBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS co AS APPROVED BY THE • AWTHDRNY HAVING JURISDICTION (AH.f). 3, V ERRS. ISItdifr TO8UBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF-USED. Nom. NON•METALUC GROUT (3400 PSI MN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOTTIG HT10 THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD 302 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND. WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. � � �to • 131WTYPE 1 • •.p.stiir,°P 13141YPE2 --Ai Eal■■••• 13.41031 MN. CONCI _. 2X WOOD Bum Nom 2 DOOR SILL (CONC) SIDE U TE SILL (WOOD) 1x WOOD BUCK NO1E2 114 MAX SHIM 1918' MIN. 1!4 MAX SHIM 34 KSI MN. CONC. MF 191!4 1.•.1 MN, E.Q. SIDE LITE SILL (CONC) e 3 /Ir TYPE 1 w : ,i 3f4 TYPE 1bCp :� :sa:;m id* 01•• d1 CT / 8 % maw Ook t.47 LCGsa,1t ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I. CIO. P.E. setae• BY: 00•111•• •• • • • • • • • • • • •••••• • • PERMIT #: (r)-c,/ Miami Shores Villa e APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS •••• • • •••• • • • • • • • • ••