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RC-12-117Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number:INSP- 171407 Permit Number: RC -1 -12 -117 Scheduled Inspection Date: March 22, 2012 Permit Type: Residential Construction Inspection Type: Final Owner: ROGERS, SHAUN D & NADINE M DAVE Work Classification: Alteration Job Address: 121 NE 100 Street Inspector: Bruhn, Norman Miami Shores, FL Project: <NONE> Contractor: CRUZ R RODRIGUEZ Phone Number (305)756 -7345 Parcel Number 1132060132040 Building Department Comments REMODEL BATHROOM AND REPLACE WINDOW IN BATHROOM Passe Failed Inspector Comments Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 21, 2012 For Inspections please call: (305)762 -4949 Page 13 of 13 sy1ATh OF FLORIDA, COU NTY OF DADE HEREBY CF_RTIFtthat this is Or copy of ft of �A ia this arca 6 ` day of /IR ,14% I _ f 7 , . a' J d rift 'd3 Ji .or p'COUNry own u Q NOTICE OF COMMENCEMENT A RECORDEEDD COPY MUST BE POSTED ON THE JOB SITE AT` TIME OF FIRST INSPECTION PERMIT NO. if- C � --1/ ?. TAX FOUO NO /L OJ C7 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. Aogal desc6ptiqn ofpro 2. Description of improvement: rty 11111111111111111111111111111111 1111111111111 d_=1- iii 20128 ICIF;688 CIE,! Ri, 27V75 F'9 02::35; (1 P 9 ) RECORDED 01/26/201', 10 :47 :40 HARVEY RLIVINr CLERK OF COURT MIAMI -DACE COLiNTYr FLORIDA LAST PAGE Space above reserved for use of recording office 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. 4. Co r actor's name, add and phone number. i/3107 Fv/- / 5. Surety: (Payment bond required byowner from contractor, If any) Name, address and phone number 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, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of r(s) or Poner(A Authorized Officer /Director/Partner /Manager Prepared By 1J . 1, Prepared By Print Name 5 #4/4/ 4/ D. /2#6 ES' Print Name Title /Office If2(A./fle'" STATE OF FLORIDA COUNTY OF. MIAMI -DADE U The foregoing instrument was acknowledged before me this 9O r day of By \cl ct••\,-, 12a =?'I2—S. ❑ Individually, or CI as for Personally known, or U produced the following type of identification: Signature of Notary Public: �-2' Title /Office Print Name: (SEAL) VERIFICATION PURSUANT T • ECTION 92.525. FLORIDA STATUTES Under penalties • .: >rjury, I d 1- that I have read the foregoing and that th= facts : -t - in it are e, to the best of my knowledge and belief. Y)Q s )l ••• !Y• • • .•e •• ,","•; '1u ELENA MART ' MYCOMMIgS10N #IT0757S97 t. %o EXPIRES: F*braa+y 25, 2012 t • a vtv Nom). DismatAssr. . Co �. o ed Officer/Director/Partner/Manager who signed above: 1239142 PAGE 3H0 �By r3b2— Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING V ROOFING Permit No. a (2 —1 11- Master Permit No. OWNER: Name (Fee Simple Titleholder): 5liccidi g�ka Phone #: Address: /91 /O &u' / 00 31- �, P City: ill 9'a® �' eefr State: ��C- Zip: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: ,// Lam& /c' y/' City: Miami Shores Folio/Parcel #: County: Miami Dade //3 % %oRRP7'/0 Is the Building Historically Designated: Yes Zip: NO Flood Zone: CONTRACTOR: Company Name: Ceti tea. fi e Phone#: <,re's-7i 02j 7 Address: d / 7 �'s / - Ri �"/� zr .102 City: r4 r State: Qualifier Name: State Certification or Registration #: C &C COMID Contact Phone #: leS ?,V 2 / Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Type of Work: ❑Addition Description of Work: 4,44 eve tv, Phone #: Certificate of Competency #: Zip: 3-11,:f Ctr zJ Crrz Phone #: 56?19 Square/Linear Footage of Work: 351—, ptepair/Replace ❑ DDemolition Rrmo / A ,ek9 # /r7246.0 UAlteration ❑New ********* * *** * *** * * * *** * * ***** * ****** ** Fees****** ************ **** **** * *** * * ******* ** *** Submittal Fee $`°� .) ,� Permit Fee $ /3 c. '1 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1(2-1 6() Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOii.RRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of�GgVl ,20t by j \10iv.r■ 0 cr who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: FIe .. t 1 c°�� 1d?$ My Commission aspires C,;):,4:, ;, * * * * * ** * * * * * *. * * * * ** ** * *i* *' * *gi * : ': * * *x: * * * * * * * * * * * * * * * * *W4** Signature Contractor ( The foregoing instrument was acknowledged before me this day of J 0N-(Th , 20 � byCv-UZ 2- `l 0AV -191,° 3-, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign �P Print: V1 \{ ni, )c-__° t.. My Com3nisssion P g, ,§p,t,, , r f,,,- 7 APPROVED BY - Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) o [V CONV4' SSi{? Zoning Clerk Permit No: 12 -117 Job Name: January 30, 2012 Miami Shores Village Building Department Building Critique Sheet 1) Provide a detail scope of work. 2) Provide electrical and plumbing permit. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Permit No: 12 -117 Job Name: February 13, 2012 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet 2nd 1) Provide electrical permit for smoke and carbon monoxide detectors. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Rogers Residence 121 NE 100 St Miami Shores, FL Master Permit # RC 12 -117 Scope of work: Replace floor and wall tile Replace bathroom fixtures except existing tub and drain. Replace existing window Paint walls and ceiling not tiled. C00 Oeeeir ( . Z^C ea J L / _ ,- frecle � �� r ^C v, ( '�/ 1 e c9l- /mac, ,SH/ UN ROGERS -121 NE 100 ST. MIAMI SHORES, FL.33238 BATHROOM RECEPTACLE ON 20 AMP CKT AND G.F.I PROTECTED RC'ri ;I r Miami Shores Village APPROVED BY DATE ::::: AllitirrY4di q„. SUBJECT 10 CC,MPI LANCE WI rH ALL FEDERAL STATE AND CC DN , (rtULES AND REGULATIONS gZte)' ©6 ©1< ,e 4/ f/)-k. / o ►� gt" H4Cr I�oo�H da t (i4 15( 3F 0 DINING ROOM FrO I M1HHlIuith ti[Lte' IhiliLt Litt Lu ,iii (At AND G.F.I PROTECTED ADD SMOKE/CARBON MONOXIDE DETECTORS. ANY AND ALL CLOTH AND RUBBER INSULATED CONDUCTORS TO BE REPLACED. 03/02/2009 - 5:01pm troyb F:\03 Elements\10 Loading \1 1 Calculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 80).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) • Zone 4 Roof Heigh, 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 -50.4 +46.5 -49.2 45.2 - 48.3 +44.4 -47.6 +43.7 -47.1 +43.1 -46.6 +42.7 -46.2 +42.3 - 45.9 +41.9 -45.5 +41.6 16 ft +47.1 -49.8 +45.9 -49.0 +45.0 - 48.3 +44.3 - 47.7 +43.7 -47.3 +43.3 48.8 +42.9 -46.5 +42.5 48.2 +422 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 +432 20 ft 53.5 +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 -48.7 +44.5 48.4 +44.2 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft -56.6 +522 -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 -532 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 -58.9 +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 -552 +50.6 -54.7 +50.1 -542 +49.6 - 53.8 +49.2 -53.4 +48.8 34 ft - 59.9 +552 -58.4 +53.7 -57.4 +52.7 - 56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +502 - 54.5 +49.8 -54.1 +49.4 36 ft -60.6 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 58.6 +51.9 -56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +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 +57.7 -61.1 +562 -60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -832 +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 - 62.3 +57.3 -612 +562 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 - 58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 -61.7 +58.7 -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 - 64.9 +59.9 -63.4 +58.3 -62.2 +57.2 - 61.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -85.5 +60.4 53.9 +58.8 -62.8 +57.8 -61.9 +56.8 -812 +56.1 -60.6 +55.4 -60.0 +54.9 - 59.6 +54.5 -592 +54.0 54 ft - 66.0 +60.8 - 64.4 +59.2 -63.3 +58.1 -62.4 +57.2 51.7 +56.5 - 61.0 +55.9 - 80.5 +55.4 -60.1 +54,9 59.8 +54.5 56 ft -66.5 +61.3 -64.9 +59.7 -63.7 +58.5 -62.9 +57.7 -62.1 +56.9 -81.5 +56.3 51.0 +55.8 -80.5 +55.3 -60.1 +54.9 BO ft -67.5 +622 -65.8 +60.6 - 64.7 +59.4 - 63.8 +58.5 - 63.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) • Zone 5 Roof Heigh, 1 . 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft x` 2.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 +46.5 +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft . -60.6 - 58.8 -57.5 6.3 -56.3 -55.4 - 54.6 - 53.9 -53 -53.2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -64.6 -62.1 -80.3 - 58.9 - 57.8 -56.8 -55.9 -552 -54.5 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 20 ft -66.1 -63.5 - 81.6 - 602 - 59.0 -58.1 -572 -56.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 22 ft -67.4 +50.4 -64.8 -62.9 +49.0 +48.1 - 61.4 +47.4 -60.2 +46.8 -59.2 +46.3 - 58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 - 64.1 +49.9 +49.0 -62.6 +48.2 -61.4 +47.6 50.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +522 -67.1 - 85.1 +50.8 +49.8 - 63.6 +49.1 -62.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft - 70.9 +53.0 -68.2 -662 +51.6 +50.6 - 64.6 +49.8 -63.4 +492 -62.3 +48.7 -61.4 +482 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -692 -67.1 +52.3 +51.3 -65.6 +50.6 -64.3 +49.9 -632 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 -68.1 +53.1 +52.0 - 66.5 +51.3 - 652 +50.6 -64.1 +50.1 -63.1 +49.6 -62.3 +492 -61.6 +48.8 34 ft -73.9 +552 -71.0 -88.9 +53.7 +52.7 -67.3 +51.9 - 66.0 +51.3 - 84.9 +50.7 - 64.0 +50.2 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 -69.8 +54.4 +53.3 -68.1 +52.5 -68.8 +51.9 -65.7 +51.3 -64.7 +50.8 - 63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 - 70.6 +55.0 +54.0 -68.9 +53.1 -67.6 +52.5 -66.5 +51.9 - 65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 -73.5 -71.3 -69.7 - 68.3 - 672 - 662 -65.3 -84.5 +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -77.3 +57.7 -742 -72.1 +562 +55.1 -70,4 +54.3 -69.0 +53.6 - 87.9 +53.0 -66.9 +52.5 -66.0 +52.1 -652 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +56.7 +55,7 -71.1 +54.8 59.7 +54.1 -68.5 +53.5 -67.5 +53.0 -66.6 +52.6 -85.8 +522 46 ft -78.8 +58.8 -75.7 -73.5 +57.3 +562 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -682 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -802 +59.9 -77.0 -74.8 +58.3 +57.2 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 -75.4 +58.8 +57.8 -73.6 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -682 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +592 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 58 ft -82.1 +61.3 -78.9 -76.6 +59.7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +58.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 ft - 83.3 -80.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 +822 +80.6 +59.4 +58.5 +57.8 +57,1 +56.8 +56.1 +55.7 WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE WORST CASE' PRESSURES. WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE, FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1, THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. (D--I ® I-� 1 ELEVATION 1 WALL ZONE FIGURES I 1 0 m m m n z z rn En c V ' REMARKS DRWN CHKD DATE [NIT ISSUE CL FLB 04/19/06 REVISE FOR 07 F8C TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDmONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AMID INVALIDATE OUR CERTIFICATKIN. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISO , . IC 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 69885 5 0 E. O { Business? Professional License ef5cienrly. Regulate fairly_ ■ EMERGENCY MANAGEMENT OFFICE OF THEE SECRETARY BCIS Home I Log In f User Registration 1 Hot Topics 1 Submit Surcharge 1 Stats & Facts 1 Publications 1 FBC Staff 1 BCI' Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products FL239 -R12 Revision 2007 Approved PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Ext 22318 druaric@pgtindustries.com Lucas Turner Itumer@pgtindustries.com Lucas A. Tumer 1070 Technology Drive Nokomis, FL 34275 (941) 480 -1600 Itumer@pgtindustries.com Windows Single Hung Certification Mark or Usting Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Itandard TAS 201, 202, 203 TAS 202 Method 1 Option A 12/10/2008 12/12/2008 12/16/2008 02/03/2009 05/06/2009 FL # Model, Number or Name Description 239.1 SH -3000 (Large Missile Impact) Architectural Systems Aluminum Single Hi Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Certification Agency Certificate FL239 R12 C CAC 3000- LM -07- 0905 -0: FL239 R12 C CAC Letter SH -3000 LM.p NOA drawings. . Evaluation Reports Created by Independent Third Party: 239.3 SH -4000 (Non - Impact, Heavy Duty Meeting Rail Aluminum Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #06- 0706.03 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL239 R12 C CAC 4000 - HDMR -06 -0706 FL239 R12 C CAC Letter SH -4000 HDM Quality Assurance Contract Expiratior 10/08/2011 Installation Instructions FL239 R12 II 4000 - HDMR -06- 0706 -034 Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH -4000 (Non - Impact, Standard Meeting Rail) Aluminum Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miani -Dade County Notice of Acceptance (NOA) #06- 0706.04 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL239 R12 C CAC 4000 -06- 0706 -04.pd FL239 R12 C CAC Letter SH- 4000.pdf Quality Assurance Contract Expiratior 09/30/2011 Installation Instructions FL239 R12 II 4000 -06- 0706- 04.pdf Verified By: Miami-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH -600 (Non - Impact) Aluminum Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Formerly known as SH -701. Please see Miami -Dade County Notice of Acceptance (NOA) #06- 1211.07 for product performance Information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL239 R12 C CAC 600 -06- 1211- 07.pdf FL239 R12 C CAC Letter SH- 600.pdf Quality Assurance Contract Expiratior 01/26/2011 Installation Instructions FL239 R12 II 600 -06- 1211- 07.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: "239.6 SH -700 (Impact) WinGuard Aluminum Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Formerly known as SH -701. Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0322.06 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL239 R12 C CAC 700 -07- 0322- 06.pdf FL239 R12 C CAC Letter SH- 700..df Quality Assurance Contract Expiratior 03/23/2011 Installation Instructions FL239 R12 II 700 -07- 0322 -06. df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH -800 (Large Missile Impact) Multi -Story Aluminum Single Hung Windov Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miani -Dade County Notice of Acceptance (NOA) #07- 0801.03 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ crust follow all provisions identified as "Miami -Dade" on the NOA drawings. Certification Agency Certificate FL239 R12 C CAC 800- LM -07- 0801 -03. FL239 R12 C CAC Letter SH -800 LM. d Quality Assurance Contract Expiratior 12/13/2012 Installation Instructions FL239 R12 II 800- LM -07- 0801- 03.PDF Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Impact Resistant: Yes Design Pressure: N/A Other: Please see Mian1 -Dade County Notice of Acceptance (NOA) #07- 0905.02 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions Identified as "Miami- Dade" on the NOA drawings. Quality Assurance Contract Expiratior 12/06/2012 Installation Instructions FL239 R12 II 3000- LM -07- 0905- 02.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH -3000 (Small Missile Impact) Architectural Systems Aluminum Single Ht Limits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0905.03 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL239 R12 C CAC 3000- SM -07- 0905 -0 FL239 R12 C CAC Letter SH -3000 SM.r Quality Assurance Contract Expiratior 12/06/2012 Installation Instructions FL239 R12 II 3000- SM -07- 0905 -03 pdf Verified By: Miami -Dade BCCO - CER • 239.8 SH -800 (Small Missile Inpact) Multi -Story Aluminum Single Hung Windov Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0306.11 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ crust follow all provisions identified as "Miami -Dade" on the NOA drawings. Certification Agency Certificate FL239 R12 C CAC 800- SM -07- 0306 -11 FL239 R12 C CAC Letter SH -800 SM.Dc Quality Assurance Contract Expiratior 07/03/2012 Installation Instructions FL239 R12 II 800 - S M - 07- 0306 -11. Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 1940 North M nroe Street. Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Copvriaht 2007 -2010 State of Florida. :: Privacy Statement :: Accessibility Staten Under Florida law, a -mall addresses are public records. If you do not want your a -mall address released In response to a public - electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR contact our Web Master at webmasterndbor.state.fl.us. Product Approval Accepts: r a�q 1 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami- -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-700" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small- Mlsaile Impaet Resistant. LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option "M" at installations above 30 Ft, above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there- has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11- 0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above, The submitted documentation was reviewed by Jaime D. Gaseon, P. E. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 26'" Street, Room 208 Miami, Florida 33175 -2474 T (786)315-2590, F (786) 315 -2599 ‘nvivanlamidade.govIgaroi NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 Page 1 1•GT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Mw ufacturrer's die drawings and sections. 2. Drawing No 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on:1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA N ©.07- 0322.06) 2. Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind. Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FFL -4958 and FTL -5063, dated 10 /03and 11/21 /06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 3. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, F. E. (Submitted under previous NOA No.07- 0322.06) 4. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL -4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1018.01) -d04, ANN._ E -1 3 <<eD.Gas P.E. Product Control Section Supervisor NOA No. 11-1013,14 Expiration Date: March 26,2016 Approval Date: November 03,2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on:1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08 /I1 /05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05- 1018.01) 4) Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05- 1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300 -04 (Submitted under previous NOA No.11- 012 &.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interrlayer" dated 09 /08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. E -2 Jaime D. Gasco P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC -2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement Letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL- 4957, FtL -4958, FTL -5063, FTL -4645, FTL. 4649, F' 'L,-4723, FTL-4947, FTL-4650, FTL-4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07- 032106 and 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window - L.M.I.' , approved on 04/21/2011 and expiring on 03/23/2016. E -3 Jaime D. Gas n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6/18' LAMI CONSISTING OF (2) LITES OF 116° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER. (3.6/18" LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 6/18" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/1 6" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) UTE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB. F. 7118" LAM! CONSISTING OF (2) UTES OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERIAVER 0.13/18' LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 6/18° LAMI CONSISTING OF (2) UTES OF 'U8" ANNEALED GLASS WITH A .080 DUPONT BUTACITE OR SAPLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. , H.13/18" LAMI IG: (1) LITE OF 1/8" MaeffiM GLASS, AN AIR SPACE AND 618" LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/18° LAMI 10: (1) LITE OF 1/6' TEMPERED OIASS. AN AIR SPACE AND 6/18° LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .091 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER J. 13/18" LAM IG: (1) LUTE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7/18' LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18" LAM 10: (1) LITE OF 1B" TEMPERED GLASS, AN AIR SPACE AND 718' LAMI CONSISTING OF (1) LITE OF 3118° ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L.13/18" IAM110: (1) LITE OF 1/8° =Min GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AM. 13/18" LAMI 10: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 8/18' LAMI CONSISTING OF (2) UTES OF 1IS" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/NEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATION: "OX' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL- 4646, FTL -4848. FTL-4847. FTL -4848, FTL -4649, FTL -4860, FTL -4861, FTL- 4723, FTL -4987, FTL -4968 AND FTL.5088. ANSUAF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. SERIES/MODEL DESIGNATION 811700, ALSO REFERRED TO AS 811701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY A HURRICANE ZONE (11/112). NOA DRAWING MAP SHEET GENERAL NOTES.-- ..... 1 GLAZING DETAILS2 DESIGN PRESSURES.... »3 ELEVATION ............. »._4 VERT. SECTIONS.»5 HORIZ. SECTIONS6 PARTS LIST - 8 EXTRUSIONS ..... »... »... 7 CORNER DETAIL...»....»7 ANCHORAGE 8-11 AA 111 ado OEM Deka 1 398 Ode was RMram D ZWO RIO UPDATE JJL JC flakKez 0 wow 8 CHANSED OAP GLASS TYPE TO7 FROM ES abaft, Rs J.J. BASE NOTES 337. ADDNQTE & ADDGLAS37YPE M 70 NOTE 1. GLAZING OPTIONS oar 7� IWO VELOHNOLOOY DRIVE MOM . /134278 P.O. BOX 11 NOWNIO, P.84224 SEVERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT &MO 1 NTS 11 w 11 I 4"."‘4040 -20 1% '`��I1111111,,, q./ swab 0 Xo loll FLOIi.... A. LY 41411/ U.g, P E. FL P.E.# 68708 11J 80,81 or 82, 0 12• NOM. GLASS BITE 0 1/8° ANNEALED OR HEAT STRENGTHENED GLASS OIO SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 8/18° NOM. 6/18" LAMINATED GLASS U FI r €13,87,88 or 92 ' 0 12° NOM. GLASS BITE 0 0 1/8" ANNEALED OR HEAT STRENGTHENED GLASS M A90 SOLUTIa OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 8/18° LAMINATED AIR SPACE 1B° ANNEALED OR TEMPERED GLASS 13118' NOM. 13/18" LAMI 1G GLASS W/ 8/18" LAMI 12° NOM. GLASS BITE ® NOTE: LAMI 10 OUTBOARD LITES MAY BE UPGRADED TO 3/18° WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR C> (ALL SECTIONS) 3118° ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/18" LAMINATED GLASS 12" NOM. GLASS BITE 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 030 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED AIR SPACE 1t8° TEMPERED GLASS® 13/18° NOM. 13/160 LAMI IG GLASS WI 1/16" LAMI Ander Oak D NO CHANGES 7N2'MEET J.R. 0401111 FJG 11/18105 &1ANEE7 OAP mn3B TYPE TO MOINES, FROM I S (TENP2 70&16 MGLG488 WAbl1IONO7E 10701EcHNOLOGYDRNB Nao0MW. FLSNJ73 P.O. BOX 15 NDIOO6Bt, FL 34V4 TGLAZING DETAILS ALUM. SINGLE HUNG WINDOW IMPACT WHO Setter a"r Full 2 0 11 404040 PRODUCPRBYISED Bu11d gC Flogla Amiga= No /Co # . W.661°6 o. 8670 foge ''rr 8SIONA' A. L1/IGNMILL P.E. FL P.E.$ 68706 111 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION ® TABLE t Tr-TO-TIP FRAME DIMENSIQNS miaow HEIGHT HT WIDTH ES" 68" 88" 70" 72" 74" 78" 48" A,O,M +80.0 -80.0 +80.0 -80.0 +83.0 40.0 +80.0 40.0 +80.0 .00.0 +80.0 40.0 +50.0 430 65" A.B,M +80.0 40.0 +80.0 -10.0 +80.0 40.0 +80,0 60.0 +80.0 40.0 +80.0 40.0, +79.0 -79.0 68 OM +80. 40.0 +890 -50.0 +600 40.0 +80.0 40.0 +798 -78.8 +77.3 -77.3 +78.3 •8.9 83 U9" A,B,M +80.b -80.0 +80.0 -90.0 +79.6 70.8 +78.2 .78.2 ' +78.9 -78.9 +75.4 •78.4, +74.0 -74.0 Ii TO 83 U8" CD,O,F,G,HMK,I. +80.0 -80.0 +80.0 40.0 +80.0 40.0 +60.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPO FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. TIP, TO-TIP FRAME DIMENSIONS WINDOW m00T WIDTH 39 3/8" 46" 50 t B, 6116" LAM- (1/(PA,.090,11840) 63" 7e 74" 76" 48" A ,I3,M +80.0 40.0 +80.0 -80.0 +90.0 •80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 70.0. 50" A.O.M +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +79.9 79.9 +70.0 -70.0 +70.0 70.0, +70.0 -70.0 52" A,O,M +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +78.9 70.9 +780 -70.0 +098 696. +67.8 47.8 63 118" A,O,M +10.0 +80.0 40.0 +80.0 40.0 +78.0 78.0 +08.0 .48.0 +88.7 48.7, +05.6 4M.5 up yo 63118" C,D,I,F,III.H.IJ,K.L +80.0 _40.0 40.0 +40.0 40.0 +80.0 4.0 +80.0 40.0 ±70.0 -70.0 +70.0 70.0 +70.0 -7E0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION® BASED ON FLANGED WINDOW !1P TO -TIP MAME DIMENSIONS WINDOW WIGHT MINUS 8AIH HEIGHT (MAX. WINDOW HT. W/ BASH • 76" FLANGED AND 17 " INTEGRAL IOW) 863 I D J E +80.0 r 40.6 I +80.0 E -80.0 1 +80..0) -80.0 I +80.01 .0 I+ 0 36 NW 1 44 1 70.0 I +70.01- 0 I +70.01 70.0 I +70.0I-70.0 TABLE 3. GLASS TYPES: mar REPORTS TABLE 4. A, 6116" LAMI - (1/rA,.090,1/8A) FLL -1847, 4645, 4723, 4987 B, 6116" LAM- (1/(PA,.090,11840) F1L -4847, 4646 C, 8118 LAM- (1/8%i.S,.090,1/8"H8) FTL -4847, 4048 0.7/16° LAMS - (3116"A,.090 3116°A) FTL -4845, 4885 E, 7116° LAMI - (3/18A,.090, 31164148) F144848 F. 7116" LAMI • (3148118,.090, 3118'H$) FiL -4048 0, 13/16° LAMI 00.1/8° T, AIR SPAN, 6/18" LAMI - (14°A,.090,1/8 "A) F1L•4846, 4723 H, 13/18 LAMI 10 .1/8° T, AIR SPACE, 811W ;LAM - (1A5"A„090,1/WHS) F'L•4848 1..13/18" LAMI 10.118° T, AIR SPACE, 6/1W ).AMI - (1/WH8,.090,1/8"HS) FTL-4046 J. 13/16° LAM 10 -1/8 T, AIR SPACE, 7/18" (AMI • (3116'A,.090, 3/18°A) F7L -4849, 4850 K. 13/18° LAM I0 • V8" T, AIR SPACE, 7/18 4.AMI • (3/16°A,.0010, 3118H8) F144849, 4850, 4958 L 13/18 LAME I0 • 1/8"T, AIR SPACE, 7/16" AM • (3/18143,.090, 9/18148) FTL -4849, 4850 M. 13/18" LAMI 10.1/8°A, AIR SPACE, 818" 1AMI- (1/13"A,.080, 1/8A)A F1L.4063 I I I I MEETING RAIL "0" MEETING HAIL MEETING RAIL ® WHT. MINUS SASH HT. 0/3 NOTES: 1. WINDOWS WITH THE LOW SILL OPnON ARE LIMITED TO A POSInVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTEO. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1° FROM THE FLANGED TIP -TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8" MINIMUM TO 38 MAXIMUM. Florida paopucr REVISED as complying with the Wilding CNo .Li 9607/!0 NOOHANGES 1103SHEET FJC 614/15 J.J. 1MOTE01088.08Y DRIVE 8000188, ,p p( 8 Jar PN R.94274 Vklbb Surer DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW. IMPACT 1 NTS 1 3 d 11 1' 4 D k ; 14O. 58r� ':� SSIONAV ‘��1 A LYNI(Irt110LP �, P.E. FL P.E.4 68706 49 Sr MAX. FIXED DLO (ALL) D'� 631/8" MAX FLANGED WIDTH® 621/8° MAX I.F. WIDTH SEE DLO TABLE SEE D10 TABLE (MAX) 175" MAX. I.F. D 38 7/16° MAX. SEE DLO SASH TABLE A SEE DLO TABLE 78° MAX. FLANGED HE HT H 48114° MAX VENT DLO (ALL) DETAIL A 1M DETAIL B VIEW (STANDARD SASH) E+1 75° MAX E HEIGHT SEE DLO �I _ /� 1 I TABLE SEE DLO TABLE SEE DLO TABLE DETAIL D VIEW (CUSTOM SASH) 78° MAX. FLANGED HEI{3H 2W SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. a SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 C) ARE BASED ON A THREE �H1 NOCHANGESTl SHEET 1010 78314401.03Y DRIVE Kokoma. MUM FX 11113108 B ADD IMMORAL FIN CHI . NOTES. ADD mars 4. P.O l FL84274 aft DA OM FX W%V5 d d 229!07 Raw Eto OWNS NO CHANGES NM 8HE1 T DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3116" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 62 11118" E 521/4° 82 5116" SASH LOW HIGH DETAIL SILL SILL A 341/2" 34 3/16" B 27 7/18° 271/8" C 27 7/18° 271/8" D 15 318" 153/4" E 183/8" 153/4° TABLE 5. Banding PRODUCT REVISED as complying with the Violists No '_; -p 11: � 1 I YN N. N1600iii .�tT�.•�GBNS @'Q r�rr 68705 OVER TVIO FORMAT. _ �', _ sr: nIGT ELEVA7TONS - ...D ..e.• ALUM. SINGLE HUNGWINDOW IMPACT �" ,atir8I NA���• wow Vv1bg Bauer ' NTS 4 d 11 4040 20 FL P.E.# 88705 INSIDE NOTE MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS. (1)810 FROM EACH SIDE or SASH. INSIDE MAX VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10,11,15,18) MAX. FIXED UTE DAYLIGHT OPENING 2710° MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A-A INTEGRAL FIN (IF.) FRAME SECTIONS,® MAX. HEIGHT OUTSIDE, MAX VENT DAYLIGHT OPENING HIGH SILL HEAD OUTSIDE 2.710' ALF. FRAME OUTSIDE�I PROW= REVISED as complying Florida Acaptancallo 2.330° (LOW SILL) SEE NOTE ABOVE I 9a1 vex 04!0!/11 1Daft 103106 Dsko SECTION 8-5 (LOW SILL SHOWN) ALTERNATE HIGH SILL ULTRALIFT ONLY ULTRALIFT ONLY 2.948° (HIGH SILL) SECTION C-C RADIUS TOP, (HEAD DETAIL - FLANGED VERSION) NO ORANGES TH S 8HEET Reface C RadvIres Ote lseSe rib 10)'NO FL t P.O. BQX 1878 t4010371LI8,FL84274 ADDLE. SECVQ? ATEBAL. COMPONENTS 1/2WD7 SECTIONS ALU• M. SINGLE HUNG WINDOW IMPACT VhthyBeuar SKisfflititt Cale woo Half 5 ' 91 �a404O- D ‘ ii.`IIdN11ya.'i��. urge * No.68706 A. L41iE ME M, FL P.E.O 88708 ITEM ERMGS DESCRIPTION PON 1 4002A RANGE FRWE HEAD 2 1185 58 X1.000 QUAD PN. SIMS 3 40030 FLANGE FRAME? OIL (LOW SILL). HEMS OPEN CELL FOAM PAD 6 7 8 6 10 11 12 13 18 1828 612225 781POA 612228 7PAD1828 4028 '"Ttr*GT: Tx SASH SEOP 4028 4020 1080 1081111 18 17 15 18 21 23 28 1080-1 4029-1 a 40080 '238 1 1010 SASH STOP : G 1.128 LONG SPIRAL BALANCE, air, 818 °, OR 11118° SNI4JCE cOVEfR, 34° OR BG° 118 X.74 PH.014. sin :TT . r e{ TOP GUIDE 83X1 PHILLIPS FLATHEAD S. 8TL BALNNCB 06VER,11116° SASH BRACKET 11842 X1/r1.51. PH. FH. TYPE F S. SR. Poo ORAL. 8A619 for. RAO. R513713.,.1$0 X /0 BALK. FIN SEAL. "TriT74 1 812244 812244 BBAL.CVR916 7034A4 X.820 PH. FL. SP/9 4'2504 78XIFPAX 68ALCM4870 7UL.Bf3K'f 7832X1212PPX 84084C 84006 67*16G 71088 vies T 1622 1082 1224 1 SASH z �, :. RAIL 49 a h: Ll1MM SEETd4G BLOCK 313$° X 2854° X 1° LAMI IG Urea BLOCK 1° X314°X me. am GI■" - ?T. ?Ti = IC -r 17tL P. (THIN) 612231 71 40388 BlirAb, 8118 LAM GLASS. IIMM KIT '►�4i G 77. ., Ha. T:. rc'T 7 c Yj , (78° �,. P o ' ® 4087 GLAZING READ. 10/18" LAM La KIM 4071A 48 49 4073A maim, LP. HIGH SILL 46K 840304 844703 MEM 84071 0463 60 40746 62 4008 83 1086 84 55 88 67 68 FRAME, LP. OMB SILL LATCH (EGRESS) (LOW SILL) SPRNG, SILL. LATCH GR8SS 46 61LL LATCH (EGRESS) ((H�IGH ) 1014 • - ;1,4 maim (HOR.BVER.) 1830 SCREEN CSR KEY WRINGS 1631 SCREEN CORNER KEY%TOUT RINGS SaI&EEN SPRING 9073 54014 784009 71NG 40 61014 71830 71831 70ASP 69 1524 1SCREE4 SPLINE - .135 DIA FOAM 8182414 �� Aft mown DOI NO atINGEB 7HD3SHEET MINCED CAPCIJAS8 TYPE !!• tl fb, I�.` TEMPERED PRCIN HS ITE81 DINGO 60 1835 OITION SCREEN SPLINE -.135 6IA HARD PON 810381( 81 83 84 6f 68 00 70 80 81 82 83 84 85 88 87 M 88 00 81 82 80REEN CLOTH 808 GLAZING CHANNEL X.800) 1181 .it) X1.000 PH. ems Tim GLAZINGTAPE,.1118 X 11# -7116 LAMA 4051A GASHBO1`i0MRAILiHIGHSILL) 4080A FLANGE PRNdE 801 01 9311811.1.) SILICONE,DOVJB89, 05 OR GUN. A GLASS 5118° LAM, (118°A•0 o PMILIG .54 B. GLASS, we" LAIN, (1083.0883 PLB,1 C. GLASS, 8118° LAM, (1/8°14,.090 PV41,1186HS) D. GLASS, 7/18° LAM, (118°A.090 P 81,1109 E. GLASS, Men LAM, (118"A.020 PVE.189HST P.0LA88, 7/16°LAO, (1/8148,.090 Pi113,1A9°HS) G. GLASS. 13/18' LAM 110:118% 4J twee, 81189.#Mr 118° .080 PVB,118' H. mass, lolly LAML LG;18°i• AOt SPACER, 8118° LAIII, (4/8.090 PV8.11811 L 01.486,13118° Ll41G ;118"T,AIp SPACE, 8116° LAM, (118"H8,.000 P118,19"H$) J. 61.48, 13118°LAM* 1A3°7 AIR S�+ACE, ►118° LA�16r (3118 A.080 PVB,3H8°J0 K GL4S,13118° L* t i/8"It,Ai SPACE, 758 °1.1..45, ((3N16°A•000 PVB,3/10 118) L *Ass 131W Lou 1181 AIR ?twee, m O. M GLA'8t 13116"1.0831118; AI$ $ , 4118° LAO, (4!8°A.800 Ove,65.1 01818 8533402 74011 62 810 1 0 47 FRAME, I.F. HEAD 64071A, 8083 48 FRAME, .F. LOW SILL 84072., 6083 -78 / FRAME, I.F. JAMS ® �: JFRAME, .F. HIGH SILL ® 04074B, 6083 -78 v 54073A, x.48 (USED AS RADIUS TOP HEAD) PARTS LIST 107078:0201.00Y DRIVE NOX01110, Hawn T P.O.a� sere Via* Feuer SINGLE HUNG WINDOW IMPACT woo I NT81 8 d 11 4040.20 FL P.E.B 58708 O FLANGE FRAME HEAD #4002A, 608348 O FLANGE FRAME JAMB *4004, 8083 -T6 (USED AS RADIUS TOP HEAD) FIXED MEETING RAIL #4064A,6083HD -T6 1 3.448 Fr--- 2.784- 69 FLANGE FRAME SILL (HIGH) #40601, 6083 -T8 O FLANGE FRAME SILL (LOW) @40030,6063 -T8 y .182 .490 IF1.461•.I I OSASH STOP 84026, 6063 -T6 f- .- 2279 ---"�� 1.707 23 SASH TOP RAIL 26 SASH BOTTOM RAIL(LOW) #40000, 608 -T6 #4007,6083 -T6 h_1.613� 738 r 17 O SASH STOP COVER *4083, 6083 -T6 ®� I.F. FRAME SEALANT ALONG ENTIRE JOINT I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D-D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .678 1.098 .662 0 GLAZING BEADi, 6/18° 84O39B. 6083-T5 2.948 31 SASHSDERAIL #4008, 6083 -T5 .878 2.328 —►I 1.098 --�- -H O GLAZING BEAD 7/16" #422% 6083-T5 2.638 x.678 1.116 k FiT 68 SASH BOTTOM RAIL 541014) 45 ) GLAZING BEAD,. 7116" #40611,6083.16 49880,6083.15 (USED W/ GRILL KIT) .060 1.088 + -t GLAZING BEAD, 5/16° #40445, 608345 (USED W/ OM. KIT) 0 ��1.097 GLAZING BEAD, 13/16" IG #4081, 6083 -16 await 1 10!07/11 0 NO CH/ WOES THA9 SHEET r, 066 /11 C NO CHANGES T IISSHcET «"''4' amm° Rl UPDATE FR#MECO Assam& TO11 cwoELF. awn F am 11 /1911& 01. .0,z, umansov 38M2ULLOY. P16 0/005 ,LJ. =Nor 1070 TECHNOLOGY DRIVE NOKOMIS,FL34275 P.D. BOX 1520 NOIOOMIS, RUM 13 T 17s1b$ EXTRUSIONS & FRAME CORNER DETAIL BMe ALUM. SINGLE HUNG WINDOW, IMPACT _ bambst WOW law. H6�I 7 d 11 I D PRODUCT :REVISED asmmplr�a$wUhth Florida .UUIIIIIIJ N,I VON ...... a�9d8 *087°6 _ MILL , P.E. FL P E # 68708 0 W 2p W Z 125 I4I g2 RIMN 12 z 11 g lig ith ®td �aT 9 ®1- a ®4 0 N TRIES FOR 111 FLANGED WINDOWS TABLE SI T i >3NOO § g ONOO I. P j M P M < M <�- M --r M —rl d' ' � N � I N e e N v Sr N a � N Sr V' N 'C N -N 10 10 10 n1-21 10 M Fa ..i' Lt N lO N • 17; N sr — d N-M - L! '4 03 `i. M N © © N © © ON00 z N r j RV P , N N P N P N N < M -..r co . M rCH M PIn - M N «3 V' co m V' M Q L M s N p N. W p p c• M r �- tIl M ` iN ° M M M M N d' M< '? M N to M N 10 M d• tD ONOO ` P N N r P aq N P ai N r M M M r M N a -N M y M © © v N�N I` "• a Nr.,_. 1 ..T I M v M w -�N * m N 01 -N M J C4 M N---N H! M M M f l� N M ' M N l�1 N ©� ONOO Z r N r N r R.,.- r N TN-- N -< M N M r--P M M CO M M CO -M V 1O V' M 10 -M- M in M N fSS Io N M Q N to M £ N P� Ni r N pi ... I M �N co r -N N Q < N- Q -N M WW aD t0 ONTO �, Ls., 4 "" N 1 co N { - N P N N r «P M M 1m {M� .., 1 M W N S « M N a i l'9 N� M N�N PJ Pf � N a V' tV� V M N- CO M N M N- M M N- M M I M N {- I N N CO N �] [j]� "j,� 3 N ONOO 'z I N P F I N N P N N P LN { N P N N P N N M a- N N "" M N N M -M M Y7 M N to -N CO 1O M N V' M N '�T M Q N " M aoavt re r ' N r N M N M <<- . -N tN co M r co M N M N R M g d7 N tD ONOO 1P N re;-1 N N I N N N I NI r M N r M N N M N N M N N M M N- M M N M M Q N M N v M N v CO Sr. N M co N —N CO e4 CO N N —N N t,7 rN M N N N— CO N "04%10 ©© ONOO E N < N< N N N r 3 N cTi < N —r N —r N M �N P— M N * M- M M M sr N M N- Nr M N I{ 1 M N M N © © GOMA £ r N P N r Lt./ I N 4.1.14. N r I{—N f N r- M N N N N M N 4 ONOO IN P N rN IN P N , N /CS r P M N N M I N n! I N D © M N V N 03 N R CO sr N M NI M N -N M N M N il-N {N N 6,6, to N M N N ©` Z rN .- - N < N N N 1-N rSN PN � r -N N N N P N P N N P N N Q - M 44 L....." L.. . N�N '- M © © NIN tit N sr N e r N< N N P N N N P N r co) N co rN N M N N M N try ONOO r N P N N PIN II- -< N N M r N M PP� N M �-- �N M P N © © N�-N M M CO -1 M M '417r) N M M R N -N M Q M M N N N M N N{ IN - --N- N N N N �M N N N © N N © ONE Z P{-- -PAN { r {I- is <S- SP < N -r P N P N s...74-s...-.0. N N N N Sr M N Sr M N Sr M NIM I1 N- N e9 N © NN © DOOM �"Z <�P 1 N jury [—P(� ' N N "' N r)�f N r 0' N N �' N N� N gONOO ONOO �, P N r <r N < P r < P N N r N M N P I N M CO N M N Ti N M N M N--- N N CO N N N N N N N 1 !V `N N N N N N N N N N N © � N © © r – P ..- r N - r N P FTP�r N P N -P r N -P P N P p N M N N CO N NN M - N CO «a t• O/ N— N N co - OOOM E7 r S.! < N < ' < L r P N r M N P 03 N M N ��� pp ( moo 1 < t�= 1 _ P a P P C4 N N N < N nl- < N < N N N N N N N N N N N N N N N N N N N N N N N -N N N N N N -N N N N N N N N N N © r N © P 3N00 z <�PIP r I1- P < P P r P P r�r N P N P P�P P N P / t P,,t� P r P P NI r P P r r P r P N P_ N N N N N q A N ol N 44 N N q A N N N N N N N N QUAN I E: -,_`. 'WE: al y� W ;O$1 - V J tL W-s 4= 0 I AB,M I C)J Y. 11 id- o= 0 `L m 4C CI -.1 LL 11 w- 4kr 0 rL of d' 1- te' Wi 4= 0 a of d NLL a OJ u- tlfi 4= 0 2 m 4. LL co nJ LLB •W- 4= 0 2 m d LL c J 1 2' W i q= 0 4t m ‘ umay R cJ uz W-a 4i 0 2. CO d' i 9 w 8 1 1 2 C. to 1311 • • ANCHOR SUBSTRATE:-.., ANCHORTYPE-.,,M QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE O. WINDOW I-EIGHT 29.655 37.165 44.655 62.155 69.655 67.166 74.655 76.000 N2 8-8* 2 0 0 to 0 85 88N2�2.8N2 $ $`si U 2M8�yO0 t8`3�y O 0 U`� N2 $ 2.8N2p2MO�y2� $`4 c0 0c3 tr -2 8 WINDOW WIDTH TYPE 18.128 C,D,E,F,G, H,I,J,K,L 1 1x1111x12J221121_22[ _1_ 1 1 _1 1 1 2211212212212212212 1 1 1 1 1 1 1 - 12272212222 1 1 1 _1 [2 1 3 2 1 2 2 1 1 1 21115 1 312 312 ABM 1 1 1 1 2 2 _1 _ 211 1 212 1 212 1 2 1 1 2 2 1 1 1 1 1 -2-T2-2-12 1 2 2 1 1 1 2122 1 1 1 -1-12-112- 2 3 2 1 1 1 -311 1 1 111 111 212 212 212 212 212 312 212 24.000 PSF 79 C,D,E,F,O, H,I,J,KL 1 1 111 1 119 1 212 1 111 1 212 1 212 1 212 1 212 1 212 1 212 1 2x2 1 212 1 212 1 312 1 312 1 212 1 312 1 312 1 212 1 312 1 3]2 1 212312 1 1 1 AM 1 1 1 1 1 1 1 1 1 1 1 -2-r21212 1 212 1 212 1 212 1 312 1 312 1 212 1 --3-11 1 312 1 III 1 312 1 1 111112-1-11 1 1 1 1 1 1 1 2 2 1 1 212 212 212 212 32.000 PSF 69 77 C,D.E,F,G, 1"1,1,.K1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1, 1 1 1 1 1 1 1 1 1 111 111 111 212 212 212 213 212 212 313 212 313 313 312 313 313 212 313 413 312 413 413 312 413 ABM 1 TIT 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 111 111 212 2 2 2 2 213 212 212 313 212 3 3 3 3 3 2 313 313 212 313 413 3 2 4 3 4 3 3 2 4 3 87.000 PSF 89 67 79 C,D,E,F,G, H,1,1,KL 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 -111 111 111 212 212 212 213 212 213 313 212 313 313 313 413 313 312 313 413 912 413 414 312 413 ABM 1 1 1 2 1 1 111 2 2 3 1 2 21111 3 2 1 2 IT-3-111111 2 1 2 4 3 2 3 3 1 2 2 1 2 2 1 2 1 1 1 1 111 212 212 313 212 312 313 413 312 413 414 3 2 4 3 40.E PSF 54 79 82 79 C,D,E,F,O, H, I.J.K,1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 513 111 111 111 212 212 212 213 212 313 313 212 313 413 313 413 313 313 413 414 313 413 414 313 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -4T3-2-1-9- 3 2 3 3 2 2 2 2 2 2 2 2 111 111 111 212 212 212 213 212 313 313 212 313 413 313 313 413 414 313 413 414 313 5 3 44.000 P8F 49 79 68 79 79 C,D,E,F,O, 14,6J,K,1- 2 2 2 2 2 211 2 2 2 ill 2 2 2 2 2 2 2 2 2 111 2 4 3 2 4 4 2 3 3 2 2 2 2 1T-4- 111 111 111 212 212 313 313 314 213111 414 313 413 414 413 414 3 3 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 48 111 74 111 81 212212212313223334233 74 79 79 13414334344334734431343443354 48.000 PSF C,D,E,F,G, H,IJ,K,L 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2- 2 2 3 2 2 3 2 2 111 111 111 212 2 12 212 313 212 313 314 313 313 414 3[34 ]44]43134]4 414 41 -3 614 4(4 413 514 ABM 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 414 2 2 3 2 2 614 111 111 111 212 212 212 313 212 313 314 313 313 4 4 3 3 414 414 313 414 413 614 414 413 53.125 PSF 41 87 40 87 78 79 C,D,E,F,G, H.IAKI- 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 3 3 3 2 31 3 2 313 3 414 2 3 -9-F3-1-1-4- 3 4 4 3 2 3 3 2 3 3 2 3 3 2 3 414 313 414 414 313 414 515 413 514 515 413 514 ABM 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3_ 34 3 2 3 111 111 111 212 212 212 313 313 313 414 313 4141414 3(311 4 4 3 3 4 4 5)4 4 514 413 -I 4 ftwo smell ftwep RIC FJ6 1s, wow Rablrac D 0 B NOCii4NOES Off SSHEET MIXES1110018011135110MOPIRCITY19 RYSEE J.4 1070 TECHNOLOGY DRIVE Ti NWT, FL 84275 P.O.BQX162B NCI , FL San {4sibb Hez ANCHORAGE SPACING, ALUM SINGLE HUNG WINDOW, IMPACT 1,, sSION1;� YNN .E. e.a.maae ere _ Ord, ta 1Pro A. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 -812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2° MAX. FROM TOP CORNERS JAMBS - 17112° MAX FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS W MAX BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE? LESS. ® 8. DESIGN PRESSURE LIMITA11O Ss SIZE BLO'2CS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) '197 HEAD 3 JAMB ABOVE 31 MTG. RAIL JAMB BELOW MMG RAIL -swum Florida as emptying witb the (FULL DP) HEAD 2 JAMB ABOVE 212 MTG. RAIL ,IAMB BELOW MTG RAIL d9!14.07,',� 1c1 k-ir STANDARD VIEW A a sick os+,o? .. 1e7: ...... L MILi�t P I NTS I 9 u 11 404428 15 FL P.E.# 68705 ANCHOR QUANTITIES SUBSTRATE - ANCHOR TYPE: ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8 17.126 22.688 21211 33.764 39.296 44.839 50.88,2 56.9225 aNt)�0 $ 8' c3 0 8 0 8 CN0 c3 * 8 (j 0 8 0NZr * 8 - 15 �ONo' `� * 8 Ma t3 * N 88 -.44.42' MQN$e.o_o 8 t7 `� * g�.Zp 8 $ WINDOW WIDTH GL TYPE � S 19.126 D,E,F,J, KL 1 1 -� 1 q 1 2 1 -z - 1 2 1 Y 1 2- 1 ? 1 2— 1 1 1 --1 1 Z 1 ...2 --. 1 3._...2__ 1 1 3 ,_ 1 3__.2....- 1 1 3 1 3 9 ._. .. 1 . 24.000 D,E,F,J, IC I- 1 ..1.._' 1 1 -1- 1 _z_..2__.2_._ 1 1 1 2_ 1 2_2 1 _.. 1 2_ 1 2...- 1 3....3.__2 1 1 1 3....3- 1 1 2- 1 3 1 - -g-•• 1 -3 .- 1 .3.....3 1 ..__3 1 1 - 32.030 0,E F,J, KL . 1 °1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 344 1 1 4�3 1 1 4 1 5 1 3 1 6 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 37.000 PSI 78 2 1 2 2 2 2 D,E,F,J, Kt 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 44 4 3 4 5 6 4 5 �� 5 8 � 79 re 79 61316 2 2 1 2 2 DKL 2 3 1 41314 4131' 4 2 3 3 3 4 3 4 4 3 4 41 3 8 4 6 6 41 8 1 1 2 2 PSF 79 79 79 77 79 79 79 K44.000 D.E,F,J, L 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 2 1 2 2 1 1 1 2 2 2 3 3 3 4 4 4 4 [Ti 6 4 3 6 5 4 2 2 1 4 2 48.000 PSF 78 79 79 79 79 71 79 73 76 D, ICI- 3I 6I 6 1 1 1 2 2 2 3 3 3 4 4 4 6 4 6 8 4 6 6 4 8 63.126 PSF 71 79 63 71 79 64 74 68 77 69 69 D,E,F,J, ILL 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 1 1 1 2 2 2 3 3 3 4 4 4 8 4 8 8 1 5 8 8 8 7 8 8 7 ANCHOR QUANTITIES SUBSTRATE--A ANCHOR � AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.778 15.776 18.778 21.778 24778 27.778 30.778 31.106 11-1211-141 - 15 N 11 3 N 88 N 1 1 WINDOW 2 1 2 2 1 111 2 2 2 2 C 2 2 2 2' 2 2 2 2 2 3 2 3, 3 2` 3 3 2 3 4 2 3 4 2 3 37.700 2f 1 2 2 2 1 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 1 2 2 2 2 2 3 1 2 1 3 3 1 2 1 3 3 1 3 1 3 4 1 3 1 3 4 F 3 1 4 4 1 3 1 44.000 212 2 2 2 '2 3 213 31313 41313 41314 51314 61314 48.000 63 72 79 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 6 3 4 6 3 . 1 2 5 73 5 8 � 72 61316 2 2 1 2 2 2 2 3 3 1 3 41314 4131' 4 61314.61315 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -114 .CO E S84 CRETE -FLEX 3.012SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD - 181/2° MAX. FROM CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 111/2° MAX ABOVE THE MEETING RAIL 8' MAX. BELOW MTG. RAL 18° MAX. FROM BOTTOM CORNED SILL - ANCHORS NOTREQUIRED LADETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE & FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 Ems' MIN. T038° MAX p TABLE WIDTH AND HEIGHT DIMENSION ARE FOR L. FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LESS. 8. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIMD VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE 18 AVAILABLE ® TABLE 7. KEY: MRAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL 112 TFULL DP) HEAD JAMS ABOVE MTG. RAIL 2 2 2 4 ® TABLE 8. KEY: MAX PSF (DP LMTED) 112 JAMB BELOW 2 MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL JJ 10m7/11 D NO ORANGES 7H S S ETE7 RI error J.R. 04104/11 0 Vamps pia FJ6 _ FK 7118/06 .14 211387 11113X0 Ratobar 9 NO MINCES TH1 SKEET OMudee; BY ME NOKOMIS, FL 34225 P.O, BOX 1629 NOKOMIS FL 84274 T/llfL�+ setter ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW IMPACT ffi 1311700 AfT8 10 d 11 �4040.20 . O �yyIIIlll/,t * r No. 071 fc A. LYNI(1I(A5.LLt1, P.E. FL P.E.# 68705 "p4 EXTERIOR INTERIOR ® ALL HEAD AND SILL DETAI ) CONCRETE ANCHOR 3.36 KSI MIN. CONCRETE f (SEE NOTE 1 & 3) ® 2x WOOD BUCK A(SEE NOTE 4) OPTIONAL 1x WOOD BUCK (SEE NOTE 4) : '.a 1316". MIN.,114 "TAPCON� .4314" MIN., 1/4° CRETE -FLEX MAX SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE WOOD ANCHOR (SEE NOTE 2 & 3)® 1 1/4• 1/4° MAX SHIM -+-I 1�-- I MIN.• .IIr\1 MI .1411r pilla 13!8° 1/4° MAX SHIM - IMIN. CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) :. ' • • � 3.36 K81 MIN. CONCRETE _`n • �•:,, OR 1.6 KSI MIN. CMU Ix BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® DETAIL C .131° DIA. MIN. x 21/2° NAIL, AT CORNERS AND 6" O.C. 13/8" MIN. 1/4" MAX. SHIM !Ill! ,ll1I ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4' 884 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 1813/4 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (GB) OR 1/4° S34 CRETE-FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS I8 LESS THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL. IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8263 -T6 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE C3ITERLA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT 1S EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) trra 2x WOOD BUCK (SEE NOTE 4)® DETAIL D TYPICAL FLANGED JAMB ANCHORAGE ® 1/4" SHIM WOOD FRAME 1/4" J MAX SHIM DETAIL F, (HEAD) .131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND IF Q.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131" DIA. MIN. x 21/2° NAIL, AT CORNERS AND 6° O.C. DETAIL G, (SILL) 1/4° MAX SHIM OOD FRAME PRODUCT as with the Midn Building Cade Accepts= No Randlte o, J. O 10107/11 NO MANSES TH I S SKEET tee` taw FJG FJ6 lareblem 0 8 J.J. NO MANSES MIS SHEET ADD ADD Gem 7 1070 TEMNOLOOY DRIVE NOxOM13, FL 84215 NOTES. P.O. SOX 1848 NOKOMIS, FL 84474 ANCHORAGE DETAILS ssa ALUM. SINGLE HUNG WINDOW, IMPACT swroa NTS 11 « 11 GYats ��`` ` l�`l4YIN I M/ ./ ,(F * ; NO. 667°6 %''/ SSIOPIAr ���`�� A. LL P .E# 1.# t P.E. 4040,20 0 FL 68706