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RC-09-1497Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 124032 Permit Number: RC -9 -09 -1497 Scheduled Inspection Date: December 30, 2009 Inspector: Bruhn, Norman Owner: MERRILL, MARGUERITE Job Address: 141 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060131830 Phone: 305 - 8924507 Building Department Comments 2 BATHROOM FIXTURES TILES, WINDOWS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 29, 2009 For Inspections please call: (305)762 -4949 Page 6 of 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 L BUILDING CI • 11 PERMIT APPLICATION FBC 2004 ,J# A SEP 0 8 2009 Permit No. e 1,491 Master Permit No. Permit Type (circle): Roofmg -� 40 Owner's Name (Fee Simple Titleholder) # Owner's Address 11-0 Ai ;7.�- /' 2 s . City ea.,ry ck'G - State FL__ Zips` Tenant/Lessee Name Phone # Job Address (where th work is being done) /It/ � J O City Miami hores Village County Miami -Dade Zip X10, / 3 FOLIO / PARCEL # Is Building Historicallr Designated YES NO Contractor's Company, Name "! —,1 C c s l R Phone # Contractor's Address ' •City I4 641,- i-i / ) State FL Zip Qualifier Name ,/ Phone # 1 O S 261 E. G = State Certificate or Registration No. ( " /. 3' ✓ 6 5 Certificate of Competency No. Architect/Engineer's Nfime (if applicable) Value of Work For this Permit $ 0.62 -� Type of Work: ❑Addition Describe Work: ['Alteration Phone # Square / Linear Footage Of Work: ['New /6 6 Repair/Replace ❑ Demolition **** ****** ** *************** * * * *** * ** *** Fees * * ***:*** *** :****** * **** *:x**:x*** * *********** CCF $ 1lX CA/CC Submittal Fee $ Permit Fee $ Notary $ ice, Training/Education Fee $ Scanning $V.CJ Radon $ N 9' CO Technology Fee $ 8 • DPBR $ Bond $ Code Enforcement $ Structural Review. $ Double Fee $ Zoning $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address d / City State Zip Mortgage Lender's Name (if applicable) f Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no 'work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r Owner or Agent The foregoing instrument was acknowledged before me thi day of who is pers e or who has produced As identification and who did take an oath. NOTARY PIJ$LIC: Sign: Print: i My Commis on Expires: MY COMMISSION #DD760457 EXPIRES: MAR 23, 2012 C�;ctor The foregoing instrument was a owledged before me this 20 —, byl rr„�, day of who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: '�A UCqitl', or FLORIDA '';7 559 ********************* * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: 9:—/9 Plans Examiner Engineer Zoning (Revised 07/10/07) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 cog, L--V711 Inspection Number: INSP - 124055 Permit Number: EL -9 -09 -1498 Scheduled Inspection Date: December 29, 2009 Inspector: Devaney, Michael Owner: MERRILL, MARGUERITE Job Address: 141 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: LS CURTIS INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060131830 Phone: 305 -892 -0115 Building Department Comments ELECTRICAL WORK FOR BATHROOM Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 28, 2009 For Inspections please call: (305)762 -4949 Page 5 of 18 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 l.rn q.(-) SEP 0 8 2009 11 Permit No. Cct— 149'e Master Permit No. ft Cg" 14T) Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder),MQg62 Y'2', ;E. /i )fz(L L Phone # Owner's Address /9f /VLF:: f 0Z' , . City 'a z tj f State FL_ Zip 53 Tenant/Lessee Name I Phone # Email Job Address (where the V,ork is being done) 791 N A) 7 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO 2< Flood Zone Contractor's Company Name b> .5 . Co (/ S , /k) C Phone # (0 ) gc. - e j o 7 Contractor's Address 2-0 I AI r= ' 0 Ap Q, , (0 City T \ .) e 1 'ck- 0 1 f ` 0.__,_. State -i\-- Zip (, 0 Qualifier Name (mot)' g 6; G e.A..ML;'> ,5ke- J(_& Phone # State Certificate or Registration No. EC QQ(V 2 ( r S Certificate of Competency No. I Contact Phone 1 E -mail Architect/Engineer's Name (if applicable) 0-1.16i-- Phone # Value of Work For this Permit $ Type of Work: ❑Addition ['Alteration ['New Describe Work: 6F cz h /17t Square / Linear Footage Of Work: Repair/Replace ❑ Demolition * * * * * * * * ***: * * * ** ** * * *** * * * *** * **** ** *Fees: * * * * * * * * * * *** * * ** ** * * * * * * * * * * * * * ***** * *k ** Submittal Fee $ Notary $ Scanning $ Permit Fee $ / *'P,e%2 CCF $ Training/Education Fee $ 0400 Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ CO /CC $ Technology Fee $ 4• Bond $ Total Fee Now Due $ Q " 3Ub See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work willbe 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 re- inspection fee will be charged. Signature Owner or Agent Contractor fix. t The foregoing instrument was acknowledged before me this"% The foregoing , instrument was acknowledged before me this 4 � day of ... , 200% , b m;6' day of , 7 � � , , 20 o , by /0 r (6h who is per .� . . wn to me or who has produced who i ersonally known to me or who has produced As identification and who did take an oath. as identification and who did take an oa NOTARY PUBLIC: Sig foa- Print: TN 'a My Commission Expires: APPROVED BY COMMISSION #DD760457 EXPIRES: MAR 23, 2012 Bonded through 1st State Insurance Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) NOTARY 1UBLIC: Sign: Print: My Commission Ex Zoning Clerk checked Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 c ®� Inspection Number: INSP - 124064 Permit Number: PL -9 -09 -1499 Scheduled Inspection Date: December 29, 2009 Inspector: Levrock, James Owner: MERRILL, MARGUERITE Job Address: 141 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ALADDIN PLUMBING & CONSTRUCTION CORP Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060131830 Building Department Comments TWO BATHROOM REMODEL Passed Failed Ins ' •' Comments Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 28, 2009 For Inspections please call: (305)762 -4949 Page 6 of 18 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 L 11/1 vl ' fl Permit No. P1 PERMIT APPLICATION FBC 20 Permit Type: PLUMBING Owner's Name (Fee Simple Titleholder) d � U (; �(1- j U I?.M_t Et Phone # Owner's Address 11 a Master Permit No. SEP 0 8 2009 BY_e____e____. City M a-j Tenant/Lessee Name Email ��►�MState L _ , Zip .3 Phone # Job Address (where the work is being done) Cl,. g City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO (/ Flood Zone Contractor's Company Name " 1.. (\ WI), (+3 . ?(, N. (6i (- 4, (, fy d Phone # (,c') .g9 L ° (c o 7 Contractor's Address ci g i\ j 1 , F t> Q cr Ps—JE, ,� City � a rill, 1 �� CM State � � Zip :) 1 r/% Qualifier Name 01/6,'S r E-,.- , H E C Phone # State Certificate or Registration No. Cr- C 0 2 6 5 911 Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) / ems' Phone # Value of Work For this Permit $ 10 0 O Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New Repair/Replace ❑ Demolition Describe Work: y ' +yam o 12-0c_D f Z S C> rt 0 D.&-t.„.1 * * * * * * * ** * * * * * * * * * * * * ** * * * *** * ** *x * *Fees,xlei,i * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** Submittal Fee $ Permit Fee $ / q® CCF $ CO /CC $ Notary $ Training/Education Fee $ 0 9,0 Technology Fee $ 4 Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 1 SS See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR' CONDITIONERS', ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. V Signature y Owner or Agent yy Contractor The foregoing instrument was acknowledged before me thi° The foregoing instrument was acknowledged before me this day of 20Pb 1+ 'Atelviljedayof ,200 by who is pe wn to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: *kb:- Prin who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: APPROVED c�"1YPa YN B. CORSER 4- -No, MY, OMMISSION #DD760457 % +- � PIRES: MAR 23, 2012 '-on r: through 1st State Insurance aimer Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Sign: Print: My Commission Expires: t(„L; ra If Di/367559 '�+...,m.' Expires: APR. O2, 2013 lIoNDED121111 AT(JJ11IC 60NDn o CO. WC. Zoning Clerk checked :.e MINN r•®s• IMO• NMI W NW N ew —m ONININIM — a --4 wC0 :Mee -WI C▪ '.1 r43 r- ,-r b-, r ca ▪ C-4 C^4 (..› —be .. U. O rt O Cr- CI C. a • C-1 CC.) C'd t4, ."2- +,0 Cr, r-+ O� c • �w • Cd et: ra;...ow ('4Cdw a, Q Cd 7 4.) CC: MIAMI-DAQE COUNTY This Instrument Prepared By: Name i Address 6 6 s- e-A-3-3- 1 A• 1'pct..Nri.t lo7. 4 ) Permit No. STATE OF COUNTY OF NOTICE OF COMMENCEMENT Tax Folio No. THE UNDERSIGNED hereby gives notice that improvement 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. Description of property: (legal description of property, and street address If available) 14 1 6\1 & 101nct Street- tUCELLLt 2. General descriptio of improvement: g15111oJfl F ( "iCa 3. Owner information h1�91 t� l t i a. Name and address: Vi �^ �� ty) �Q1j 1 Y�1lr !ry b. Interest in properly: c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: a. Name and address: b. Phone number: 5. Surety a. Name and address: b. Amount of bond $ c. Phone number: )Q-t COvr- 166 - I� 6. Lender a. Name and address: b. Phone number: rt 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 S to� R L.L. a. Name and address: /141(3. ()Fr< J) jy b. Phone number: I LH s tE t3 8. In addition to himself, Owner designates the following pe"rs! on(s) to receive a copy of the Llenor's Notice as provided In Section 7.13.13(1)(b), Florida Statutes: a. Name and address: CO CbKs %' op7, b. Phone number. I6 -§/4/0" ;s 3.7 WA'. N r l at4AA t 3 Q 9. Expiration date of 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 TWCE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COM Lr' MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST of GNISPECTION. IF STAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE STATE OF 1i•1- A:, MENCING • YOUR NOTICE OF OOMMENCEMENT. 4, I FiE14EBYCERTI�trra4tids '� `` rP: i1GJ // _. 1. !. Signature ,4 Owner or Owner's Authorized Officer /Director Partner /M= ager Signatory's Title /Office 14�J°(,/� 6j r%1',,, Ae (ore�o Instrument was acknowledged before me lh(ti day of Q (year) by G,yf' (name of person) as 7i/- 44.1).:e.----- (.r, of authority, ...e.g. officer, stee, attorney In fact) for behalf iom Instrument was executed). KATHRYN B. CORSER MY COMMISSION #0D760457 -EXPIRES: MAR 23, 2012 Bonded through 1st State Insolence _(name of party on Si re of Nary Public – State of Florida Print, Type, o tamp Commissioned Name of Notary Public Commission Number ' Personally Known or Produced Identification Verification Pursuant to Section 92.526. Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and- that the facts stated in It are true to (he bast' of my knowledge and belief. Signature o Natural Person Signing Above 10 14)52416 1 e g,p,t Lk. FlC6 co ' 03/02/2009 - 5:01pm troyb F: \03 Elements \10 Loading \11 Calculators%ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0-80).dwg 141 N s 1O L� ot - Y 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 10 15 20 Tributary Area (Sq Ft) 40 45 50- 25 30 35 0 -15 ft -50.4 +46.5 -49.2 +45.2 -48.3 +44.4 -47.6 +43.7 -47.1 -46.8 +43.1 +42.7 482 +42.3 -45.9 +41.9 -45.5 +41,6 16 ft -51.1 +47.1 - 49.8 +45.9 - 49.0 +45.0 -48.3 +44.3 47.7 47.3 +43.7 +43.3 48.8 +42.9 -48.5 +42.5 462 +42.2 18 ft -52.4 +48.3 51.1 +47.0 -502 +46.1 49.5 +45.4 48.9 48.4 +44.8 +44.3 48.0 +43.9 47.7 +43.6 47.3 +432 20 ft -53.5 +49.4 -522 +48.1 51.3 +47.1 50.6 +48.4 50.0 49.5+ +45.8 +45.3 49.1 +44.9 .48.7 +442 -48.4 +442 -60.2 +46.4 -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 -49.7 -49.4 ft +50.4 +49.0 +48.1 +47.4 +46.8 +48.3 +45.8 +45.4 +45.1 24 ft -55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 -51.5 +47.8 +47.1 -51.0 +46.7 -50.6 +48.3 -50.3 +45.9 26 ft -56.6 +522 -552 +50.8 -542 +49.8 -53.5 +49.1 -52.9 -52.3 +48.4 +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 -532 +49.2 +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 -53.9 +49.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 58.7 +52.0 -55.9 +51.3 -55.2 -54.7 +50.6 +50.1 -542 +49.6 -53.8 +492 -53.4 +48.8 34 ft -59.9 +552 - 58.4 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 -55.4 +51.3 +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 -56.1 +51.9 +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 -56.7 +52.5 +51.9 -56.2 +51.4 -55.8 +51.0 -55.4 +50.6 40 R -62.0 +57.1 -60.5 +55.6 - 59.4 +54.5 -58.6 +53.7 -57.9 -57.3 +53.0 +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 +55.1 592 +54.3 -58.5 -57.9 +53.6 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 R -632 +582 - 61.7 +56.7 -60.6 +55.7 -59.7 +54.8 - 59.1 -58.5 +54.1 +53.5:: -58.0 +53.0 -57.5 +52.6 57.1, +522 46 ft -63.8 +58.8 522 +57.3 512 +562 -60.3 +55.3 -59.6 -59.0 +54.6 +54.0 -58.5 +53.5 - 58.1 +53.1 -57.7 +52.7 48 ft -64.4 +59.4 -62.8 +572 51.7 +56.7 -60.8 +552 -80.1 -59.6 +55.1 +542 ' -59.0 +54.0 - 58.6 +532 -582 +53.1' 50 R - 64.9 +592 -63.4 +58.3 -822 +572 -61.4 +58.3 -60.7 -60.1 +55.6 +55.0 -59.5 ` +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 +80.4 -83.9 +58.8 -62.8 +57.6 -61.9 +58.8 -612 50.6 +56.1 +55.4 50.0 +54.9 -59.6 +54.5 -592 +54.0 54 ft -66.0 +60.8 - 64.4 +592 -63.3 +58.1 -82.4 +572 -61.7 -81.0 +56.5 +55.9 -60.5 +55.4 -60.1 +54.9 59.8 +54.5 58 ft - 66.5 +61.3 -64.9 +59.7 - 83.7 +58.5 -62.9 +57.7 -62.1 -61.5 +58.9 +56.3 -61.0 +55.8 -60.5 +55.3 -60.1 +54.9 60 ft -67.5 -65.8 - 64.7 - 63.8 -63.0 -62.4 -61.9 - 61.4 -61.0 -74.8 +57.7 +622 +80.6 +59.4 +58.5 +57.8 +57.1 +58.6 +56.1 +55.7 EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES PSF) - Zone 5 10 15 20 Tributary Area , Ft 40 45 50 25 30 35 0 -15 ft -622 +46.5 -59.6 +45.2 - 58.0 +44.4 - 56.7 +43.7 - 55.6 +43.1 - 54.6 +42.7 - 53.8 +42.3 -53.1 +41.9 -52.5 +41.6 16 ft 53.1 +47.1 - 60.6 +45.9 -58.8 +45.0 -57.5 +44.3 - 56.3 +43.7 -55.4 +43.3 -54.6 +42.9 -53.9 +42.5 -532 +42.2 18 ft -64.6 +48.3 -62.1 +47.0 - 60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +432 2011 - 66.1 +49.4 -63.5 +48.1 -61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -572 +44.9 -56.4 +44.5 -55.8 +44.2 22 ft 57.4 +50.4 -64.8 +49.0 -62.9 +48.1 -61.4 +47.4 -602 +46.8 -59.2 +48.3 -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 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 28 ft -69.8 +522 -67.1 +50.8 -65.1 +49.8 -63.6 +49.1 -62.4 +48.4 61.4 +47.9 50.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +532 -68.2 +51.6 - 662 +50.6 -64.6 +49.8 -63.4 +492 -62.3 +48.7 51.4 +482 -60.6 +47.8 59.9 +47.4 30 ft -72.0 +53.8 - 892 +52.3 -67.1 +51.3 -65.6 '- +50.6 -64.3 +49.9 -63.2 +49.4 -82.3 . +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 - 70.1 +53.1 -68.1 +52.0 -66.5 +51.3 -65.2 +50.6 -64.1 +50.1 -63.1 +49.6 -82.3 +49.2 -61.6 +48.8 34 ft -73.9 +552 -71.0 +53.7 -88.9 +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 +54.4 -69.8 +53.3 - 68.1 +52.5 58.8 +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 +55.0 -70.6 +54.0 - 68.9 +53.1 - 67.6 +52.5 - 66.5 +51.9 - 65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -672 +52.5 -66.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -742 +56.2 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 552 +51.7 44 R -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 59.7 +54.1 58.5 +53.5 -67.5 +53.0 56.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -682 +53.5 -67.3 +53.1 -68.5 +52.7 48 ft °- -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 59.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +572 -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 +58.8 -75.4 +57.6 -73.8 +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 +59.2 -76.0 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -89.6 +54.9 -68.7 +54.5 56 R -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft -83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE "TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) 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 IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. I ® I� 1 ELEVATION 1 WALL ZONE FIGURES 3S3G 39Vd ✓ 0 (6 1 z c 0 3 r m -a REMARKS INFT ISSUE REVISE FOR 07 FBC DRWN CHKD CL FLB TSB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRRTEN CONSENT OF FRANK L BENNARDO, P.0. "ALTERATIONS, ADDRIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT 160 SW 12th AV DEERFIELD BEA 1 PH: (954) 354 -0660 F WWW.ENG CERT OF AUTH 69885 PAZ OGR.ITS ‘MI 14 1 IQG 102214 MiNkt t 011.E) CLS3 1- 2 W t (as rev vkeick 5uttue ) Repta c,e rryt ei4 (:)6 one (Arih601A) s z 3e ; V11‘ 36 y zone 4 (�'t. &) 5o.4 (4- SO. to) G400 .0 'Ae \ctcew, e w -1ne `,nd� t,� • i o-b : 3 7 3 ! case Q � g zone 5 C4%16.5') (�' GZ • z '01-0Poci- ths-? (too (-t'G7, ) (- 7.9) N1).00 tt �0 ne t vi caw c�1. ; #j? X �,� Al a c e�'e K. c� � zone G (46.6.) C {/Q c-T t, Phy L T76 s t CT tu r ssta • ( ("‘7.cf} ND01,-,44 2�e Qkcc, c.e..LAA- A 8 Ccu50.uxu, zone S /*A& s ) (-62.2.) qa.t.o'Doci it? ? 1. 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LOT -19 BLOCK - 13 Go N v. oNPL 11.3(3 r j 0.2vr CL ! i 10.11 10.05 --I x 11.31 + .,r il 10.30 *- 10.41 'F0. 10.11 11.30 V il . 10.2 11 LOT - 22 BLOCK -13 i A.C.ELEV =10:71 % k ;11:13°' /%81 .` x . ; 1120 PAL 10.40, /----11 10.33 10.50 V-- -. I .; '.. 34.4' • . VIZ. x ert4 111111111111 t! ,..._ AC. I .•:. 1D • g v _ fJ N 26.40 E. 10.06' CQNC DRIVE. • • 10:17. .... %. _ _ � c 1. i ,. 10 1 t' 8 :, I x 30167. 8.80' ONE STORY RES. #141 LOT -21 :. o �. 10.58 BLOCK -13 F.F.ELEV =11.93 L.F.ELEV =11.75 12.25' � , i {{ 0.10' CL. .it • Y; x LO T - 20 BLOC 1s ' tih ° 1 , 29 r 1.5 a' 15.24' 14.03` 4 C.B.W. ' 1. % % 0' � 10.58 + 1004 B.0 RIP ia' OO C � ' ° 1003 10.50 10.59 •14.32 10.40 10.16 10.10 /.............., . F.I:P.1`J NO CAP x x • . ` , . • • *Ig'' cONC. 81NK. 1;OO:tld,' . . 1. •,* • FIP :TM . 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BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FI. 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.mlamidade.aov/bnitdinacode 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 "PW 701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width - 3.75 ". and /or--.-Height-3.75". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1 and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. ' TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactur t'6r iii.$ $is�ril3uto`rs and shall be available for inspection at the job site at the request of the Building Official. ° • • • • • This NOA renews NOA # 07-0418.06 consists of this page l and evidence sheet E -1 as well, as appmvat • • • • document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. •• • • • • • • •••• :Nott A QS- Ibf2.io' Expiration Datb,1 eb;dary 1' 20f4 • Approval Date: January 08, 2009 Page 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• • • • •• •• • • • • •• • • • •••• • • 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading 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 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F1'L -3835, dated 07/18/03 and test report FrL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME -1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex 1110 Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to B.I. DuPont DeNemours for "DuPont Butacite PVB", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06-08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 koutci . • IshOgt 1nd42'.%6 : • ••• Product Control Examiner NOA No 08- 1112.10 Expiration Datd Fephiary b4, ZOI4 • • • • • • • • • Approval D8% dln4ary CA, 2019 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) UTE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16' LAMI I.G. GLASS COMPRISED OF (1) UTE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16' AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16• HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16' LAMINATED GLASS WHICH IS COMPRISED OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) ® 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. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS. 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED......_7 SECTIONS, INTEGRAL FIN..... 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST ... 9 ANCHORAGE 10-12 8. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 •• • • • ANSUAF &PA NDS -2001 FOR WOOD CONSTRUCTION • • • • • • AQM,201 ►LUMINUM DESIGN MANUAL • • •••••• a tr 11 • '7. THIS'PNDUCT IA§ BE'gN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT • AS, EDITION INCLUDING•ThE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • •S •• •• • • • • • • •• • • • • • • •• • •••• •••• • • • • •••• •••• • • • •••• • • • •• • • •• • • • •••• • • • • •••• Mood Or a•• aaaua rr.w• riBkolko pBpvC1 REVISED Awed IT aft 7 B 'ADD %TC 0' 1a Jimellifyi arc FK 1m&fv3 aaaaIV aft FJC 711Mn Robby A ac.mesr. REDUCE ANCIIOR SPACING DAP I AO. BQX? (rOKOMIS R SW4 Bar {Zibb Boner NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT !'!"I'•" a.•o,r �P =1 Nisi 1 w 12 I 4239.4 L Clark. P.E PE 130112 Skuobrd 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3116' HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' AIR SPACE 1 3/16' HEAT STRENGTHENED GLASS OR® OUTSIDE •. • • • • • • •• • • • • •••• • • •••• • •• 11116' NOM GLASS BITE • • • • •• • •• • ••.• • ... • • •••• • .. JM ..7/16 "L GLAZING DETAIL F'L'ANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 1/16' LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR y— SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 3/16" HEAT STRENGTHENED GLASS GLASS PROIWCF Malvin ommiFti•Viliabe Fleas Balft• Cade OlerMn P*0UUCT REVISED •eaorpbt•r *Mt Des FMeW iluiskesCods Ns . , • .1-4 -1111::1G • • f D` 4 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) Noe No MANGE THIS8$ T A No CHANGE THIS Dal mow* n.k awn Th DRAT NOKOAffff R 3tt* ..o.agxt A R3(274 GLAZING DETAILS AWMINLlM PICTURE WINDOW, IMPACT Visibly Bette. Prr.ioi 17(11.111 • 12 J 42594 HEXAGON FULL CIRCLE MAX. SIZE = 60' BETWEEN FLATS MAX. SIZE = 80' DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA =19.63 SQ. FT. OCTAGON QUARTER CIRCLE SIZE = 60' BETWEEN FLATS MAX. SIZE = 68' X 68" OR MAX AREA = 25.22 SQ. FT. MAX S OR MAX AREA = 20.71 SQ. FT. • • •••1•• • • • • ••1•• .•I.• • • •.• .. • • ••.... • FAN MAX SIZE = 96" X ar OR MAX AREA = 24.47 SQ. FT. •;'HALF.0 RQLE .. MAX. SIZE. 96".X 48" AREA m 4.13 SQ. FT. •.•. • • ••.• • • • • • EYEBROW MAX. SIZE = 96 "X4W OR MAX AREA = 31.99 SQ. FT. 48' MAX. 98' MAX. ELLIPTICAL MAX SIZE = 96'X47" OR MAX AREA = 31.99 SQ. FT. 44 1/4" MAX. DLO NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 92114' MAX DLO RECTANGLE MAX. SIZE =48'X96' OR MAX. AREA = 32.00 SQ. FT. ARCH. MAX. SUE = 48' X 96" OR MAX. AREA = 3028 SQ. FT. TRAPEZOID MAX. SIZE =48'X96" OR MAX AREA = 31.99 SQ. FT. PPIDIICT REAMED raapislos Ida Ds IM Paddiusfole 1• AcogRogszpiladis aIy PRODUCT REVISED as comalilas with So SWIM Raiding 46 Atoms" Ns ►1 i_4 - Ora MMus 407 FJc Etrexteetris F.l6 12M&J3 ors- FFJC /14/09 anitiva e A UPDATE ANCHORAGE NOM NO CHAWE MS SHEET m.msrc IOP0 TECHNOLOGY D NE P.G.84x 169 NONOINA A.9f7/4 EGT Witt Bawer FLANGED ELEVATIONS T. ALUMINUM PICTURE WINDOW, IMPACT orserst pre PYW101 I ITS 13 • 12 I°�' 42594 113 0* Robin. awk. PE PCEOM Shudial • •. • •• • .1 • •• • •• • • •• • • • HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60' DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 4r OR MAX AREA = 24.47 SQ. FT. ••• r • • • • • ••• • 1 • •• • • /of • • ••• •••• •••• OCTAGON MAX. SIZE = 60' BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. • •••• •••• ••• • ••• • HALF G}RGLE • •w(. SIZE %VIM 48" OR MMAA))4. AREA =•26.13 SQ. FT. ••• •••• • • • • •••• QUARTER CIRCLE MAX. SIZE =68 "X66' OR MAX. AREA = 25.22 SQ. FT. EYEBROW MAX. SIZE = 96" X 48' OR MAX. AREA = 31.99 SQ. FT. A, jam-- 981/4' FRAME O.D. 96" MAX. ® T-I- 501/4" FRAME II 1j I MAX. 0 D. DLO ELLIPTICAL MAX. SIZE = 96"" X 47' OR MAX. AREA = 31.99 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 931/4' MAX DLO RECTANGLE MAX SIZE = 48' X 98' OR MAX. AREA = 32.00 SQ. FT. CH MAX. SIZE = 48'X98' OR MAX AREA = 3028 SQ. FT. TRAPEZOID MAX. SIZE = 48' X 96" OR MAX. AREA = 31.99 SQ. FT. RENEWED PRODUCT 101 timPOks wiii&llw* Raft Cole Arcepo•ce NN•o1P -1l12• 1O PRODUCT itt..•n..D - complying wills Do FWrudt gulag Cede ArtmOno w =' ' =04 9 a.we•r FUG -err 41601 t,••ier= B ADD FRAME OD DEAENSIGNS AADUPDATEANCMONIUEN07E a.rtas F.K. FUC DIE WORD 4 NO CHANGE DES SHEET tinsrrF 0•s 1070 TEOWOCOGY ORNE L3 273 RD 8QR 1® IN AC74 v * Dena INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT P %t 170 I N OW Ow* TS1 4" 12 It"""` 173 Rabin L CRT, P.E PE 190712 &bra! • ••• • ••• • .° • • • •• °•. • ... • ••• • • • ••• TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP TO -TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3116"HS, .090, 3/16HS) C. 1 1/16" LAMI LG., 3/16115, 7/16° SPACE, 7/16" LAMI (3/16A, .090, 3/16° HS) D. 1 1/16" LAMI LG., 3/161-IS, 7/16" SPACE, 7/16° LAMI (3116HS, .090, 3/16" HS) WINDOW "Y" DIMENSION WINDOW "X' DIM. GLASS TYPE Flt -3835 FTL -3835 FTL-3850 FTL -3850 28.500 49.000 A,B,C,D -+BUI I :.80:0' 34.000 - +80.0 I -80.0 39.500` 45.000 46.500 48.000 +80.0 I -80.0 +80.0 I -80.0 +80.0 I 430.0 +80.0 I -80.0 AREA 9.70 SQ.FT. 54.500 I A,B,C,D +80.0 J -80.0 11.57 SOFT. +80.0 I -80.0 13.44 SQ.FT. +80.0 1 -80.0 16.31 SOFT. 15.82 SQ.F7 16.33 SQ.FT. +80.0 1 -80.0 +80.0 I 430.0 +80.0 I -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SOFT. 17.03 SQ.FT. 17.60 SOFT. 18.17 SQ.FT. 60.000 f A,B.C.D +80.0 I -80.0 +80.0 I -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. +80.0 I -80.0 16.48 SQ. FT. +80.0 1 -80.0 +80.0 ] 431.0 +80.0 1 40.0 18.75 SQ.FT. 65.500 1 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 12.96 SQ.FT. 15.47 SOFT. 17.97 SQ.FT. 71.000 I A,B,C,D +80.0 -80.0 +80.0 I -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. +80.0 I -80.0 19.48 SQ. FT. +80.0 I 430.0 20.47 SQ.FT. +80.0 r -80.0 19.38 SQ.FT. +80.0 1 -80.0 20.00 SQ.FT. +60.0 I 410 1 21.15 SQ.FT. +80.0 T 430.0 21.83 SQ.FT. +80.0 I -80.0 22.19 SOFT. 76.500 A +80.0 B.C,D +80.0 -80.0 +8R0 -80.0 -80.0 AREA 15.14 SQ.F7 -80.0 +80.0 - 18.06 s0.FT. ' +80.0 I -80.0 +80.0 -80.0 +79.3 -79.3 22.93 SFT. +78.0 23.67 SQ.FT. 78.0 +76.8 -76.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 20.98 SQ.FT. 23.91 SQ.FT. 82.000 A +80.0 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 -80.0 +74.5 -74.5 24.70 SOFT. +73.1 25.50 SQ.FT. -73.1 +71.8 -71.8 +80.0 -80.0 +80.0 -800 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT 87.500 ' A +50.0 -80.0 1 +80.0 ' 430.0 +78.0 ' -78.0 +70.0 -70.0 +88.4 438.4 +87.0 -87.0 c +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D •••• , EA 1/.12 SQ.FT. +80.0 -80.0 `" A ..93.00• 0• •••C • 8,D +80.0 -80.0 +80.0 20.66 SQ.FT. -80.0 24.00 SQ.FT. +80.0 48.0 +80.0 -80.0 +80.0 -80.0 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. • tea.o ; -80.0 +80.0 -80.0 +74.0 -74.0 +85.5 -65.5 • +80.0• • • • •.80!2 • -80.0 -80.0 +80.0 +80.0 -80.0 -80.0 +80.0 +80.0 -80.0 +74.0 -80.0 +80.0 -74.0 -80.0 +83.9 +72.2 433.9 +82.4 .62.4 -722 +70.5 -70.5 +80.0 -80.0 +80.0 -80.0 •• �••••A •• 'I�.%4 SQ.FT. • ••A °BdC° • B,D •t %Q• • • ?6.000 • •• 21.96 SQ.FT. 25.51 SQFT. -80.0 +80.0 480.0 +71.9 -71.9 29.06 SQ.FT. +63.0 -63.0 30.03 SQ.FT: -80.0 -80.0 +80.0 +80.0 -80.0 430.0 +80.0 +80.0 -80.0 +71.2 -71.2 -80.0 +80.0 -80.0 +61.5 +69.5 +80.0 -61.5 -69.5 -80.0 31.00 SQ.F7. +60.0 -60.0 +67.8 -67.8 +80.0 -80.0 .• ...AREA .. :940o =Fr. 22.67 SQ.FT. 26.33 SOFT. 30.00 SQ.FT. 31.00 SQ.FT. 3200 SQ.FT. .." • • NOTES: Iti•. • .• .• • i7 AL -rag VLpfiSIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESSTHAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE USTED W TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. PRODUCT RENEDOD as aimiplaiwIdt wFlorida IMO* Cade Eqindlie al4 MOM REVISED *siloCade e•�wr Fisekis * Moiyance ansIBF n.F 414417 UPDATE DESIGN PRESSURES PER AND NOV& • CLEAN UP TAME D IONAND ads 12/1&10 firoliase A MAME N07E 1 ANCHORING W7MNl12 WRENS X403 a•ororx 1070 1FQ LOGYORME NOKO1/11 FL 34215 P.C. 8Q7t 1122 NOKCIMA FL $W4 FLANGED UNIT DESIGN PRESSURES Ter ALUMINUM PICTURE WINDOW, IMPACT " 1 par 15 .12 I°�°'° 42504 8 RdPart L Mak P.E. PE 06712 Muolural TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3116 -A, .090, 3116HS) B. 7/16" LAMINATED GLASS (3/16116, .090, 3/16HS) C. 1 1/16" LAMI LG., 3116HS, 7/16" SPACE. 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/161S, 7/16" SPACE, 7/16" LAMI (3116HS, .090, 3/16" HS) WINDOW 'X' DIM. GLASS TYPE F11-3835 FTL-3835 FTL -3850 F1L -3850 WINDOW "r DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 I -80.0 +80.0 1 -80.0 +80.0 l -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 9.70 SOFT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 18.33 SQ.FT. 64.500 I A,B,C,D +90.0 I -80.0 +80.0 I -80.0 +80.0 f 480.0 +80.0 1 -80.0 +80.0 1 -80.0 +810.0 I -80.0 AREA 10.79 SQ.FT. 12.87 SOFT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT 18.17 SOFT. 60.000 I A,B,C,D +80.0 1 -80.0 +80.0 ] -80.0 +80.0 l -80.0 +80.0 I -80.0 +80.0 1 -80.0 + 80.0 1 430.0 AREA 65.500 1 A,B,C,D 11.88 SQ.FT. 14.17 SOFT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SOFT. +80.0 I 40.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I 40.0 +80.0 1 -80.0 +80.0 I -80.0 AREA 12.98 SQ. FT. 15.47 SOFT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SOFT, 71,000 I A,B,C,D +80.0 -80.0 +80.0 410.0 +80.0 I -80.0 +80.0 -80.0 +83,0 ( -80.0 + 80.0 -80.0 AREA 14.05 SOFT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A B,C,D +80.0 +80.0 -80.0 -80.0 +80.0 +80.0 -80.0 +80.4 -80.0 +79.3 -79.3 -80.0 +80.0 -80.0 +80.0 -80.0 +78.0 +80.0 -78.0 +76.8 -76.8 -80.0 +80.0 -80.0 AREA 82.000 I A B,C,D 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -731 +71.8 -71.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.23 SQ.FT. 19.38 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 87.500 • A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 BAR•• AR6Af +80.0 • -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 • • •� A••• C••• B,D • • 6.000. • • 17.32 S(IT. 20.68 SOFT. 24.00 SO. FT. 27.34 SQ.FT. 28.28 SQ.FT._ 29.17 SOFT. • +80.0 • +80.0: • -8.0 113. +80.0 • • "43.0 A ' 4,'l F7 .. y +80.0 •s -80 .0 A Q••• . • +80.0 • ..$8•0 +80.0 -80.0 +74.0 -74.0 +85.5 -65.5 +63.9 -63.9 +6'2.4 -62.4 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +722 -72.2 +70.5 -70.5 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SOFT. 31.00 SOFT. +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +81.5 481.5 +60.0 -60.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +89.5 -69.5 +87.8 -67.8 B,D . +80.0 •x•.69.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA • 19.00SSSI • 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. I • Q •• • • •• • NOTES, •••• ••• • 1. ALL MAXIMUNiSRES b`HOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 8Q. FT. UNIT IN TABLE 2 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2. OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENERTYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. PRODUCT RENEWED e• ea.yytq.trh ue ilseid. aiding Ends Actszpflas D 041 a•Ao ExplIrsOls s.'4st.Aa 1 ��tseerr�ieRwMttt•�ii Asagessie No e•,•a•A Oda earn•. Arai FX are 414107 Dag 1?/f6A11 AnFX Ifinkbra 8 Whim A NNW IN UPDATE DESIGN PRESSURES PER CLEAN LIP TABLE Ei ADING& AtiIDhID77E3 atone N TE tANGORNUO WITHit7 SCREWS are 1Wa7E0010100YERNE NOXOLIE FL SUM P.O. BQtt1329 1/9, FL 81'x4 INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT PW.7111 171731 6 ' 12 1"*"1 42594 /47X"c RabeetL ChM P.E. PE Rw7 2 Ri•eJwl HORIZONTAL SECTION (FLANGE F Q) O oo 1111 d • •• ALONG ENTIRE JOINT SCREWED. RNER� ASS'Y ;•(FLANGE FRAME)••: • • • • • • • • Moos •.. ••.. •. • • • • •. • • • . • •.• • • • •• • • • MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y wELD (FLANGE FRAME) • ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) 2.784' --a- m 0 0 MAX. DAYUGHT OPENING INSIDE VERTICAL SECTION (FLANGE FRAME) PRODUCT stENEWED .complying with tmHackie Bolding Catie Agawam Dfa./� J air DMr.. 1HDUCT UMW a Cad• 1 Acalmoce Nalitat • 8$ FA 4447 flevlskeic 8 • 4 FA FA !Veit '°ina�a9 aribin A NO CHANCE MGSHEET NO CHANGE 7HIS SHEET DiNr NM TECHNOLOGY' DRAG NOKO IS. R 91710 Q &pX dSlp NON A 99174 ca VW &w SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT nsr.�e arr� .s Pw.701 7 ' 12 4 L pads, P.E. PS 139719 Mani 2.784' MAX. DAYUGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SORfiWED'CQRNER ASS'Y KEYED CORNER ASS'Y (INTEGRAL' IN FRA1�f) WEW (INTEGRAL FIN FRAME) • ALONG ENTIRE JOINT •. • •••• • • • • • • • • •••• • • d • O� ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX WINDOW HEIGHT +- 2.784' -•• 0 0 MAX DAYLIGHT OPENING rtagil,L, ^f"'l INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) MOULT cultIAANs IA* the north IIMOUCTREVISEO siemPbblawie do Nadi Acapisoce Ardis: Findlts paw MOM= CUE FJC I1Iro7 8 NO MIME DES SHEET mow ary Ib•Ybv FJC 1,211809 A NO CHANGE THIS SHEET Amex atoidUA air I F.K. 7114103 1070 TECHNOLOGYORibt NOl02114, R 3427, A.Q 8QX'16d8 NOIWIA FL 31274 Better SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT PYi�701 IT ALAI • 12 174 42594 I B ,/ , ITEM 1 DWG NO. 4256A PART # 64256 DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB 4253 84253 FLANGED FRAME HEAD, SILL & JAMB 7 8 1155 781 PQX 1118 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 7118 LAMI GLASS BEAD 11 7 12 13 4254 64254 1224 6TP247 1 1/16 LAMI I.G. GLASS BEAD kVINYL BULB WEATHERSTRIP (THICK) 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 16 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS; 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/18" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER -3/18" HEAT STRENGTHENED 22 • • •••■ • • •• • • • • • • • • • • • -..• • • •. • • • • • • • 1 1/16" LAMI I.G. GLASSY 3/16" HEAT STRENGTHENED OUTBOARD - 7116" AIRSPACE - 3/16" HEAT STRENGTHENED.- .0(10 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT SJRENGTHENED • • • • • • •••. • •• •••• • ITEM 10, : 7/16 LAMr GLASS BEAD MATL• 8083 -T5 DWG NO. 4255 .346" -•al .975° ITEM 11, 1 1116 LAMI I.G. GLASS BEAD MATL• 8083 -T5 DWG NO. 4254 1.875" 2.784" 2.500" ITEM 1, INTEGRAL FIN FRAME MAT'L: 6083 -T5 DWG NO. 4258A ITEM 2, FLANGED FRAME MAT'L: 8063 -T5 DWG NO. 4253 PROUdt.r raOtEWr:9 at ceept;ig v orc Ruertle BurresC•de .1U Amperage No Expiration Brie Mire. PROD= REVISED addi•S Cab Aomperat FJC Orr _er•isur v ar 8 NO CrOVIGE 1108MR£T eror/ir FJ[ °serf ara Drew 12�I5W A NOONANOE 1108 MEET •be,,eere D 1 m101ECaom'nmr8 MC CAW acme MO WW1* Pt 0IM EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, INDOW IMPACT PY AN 4 HALF 9 + 12 I� 42594 I B .131' DIA. M N. x 2 1/2' NAIL. AT CORNERS AND 5' O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4" MAX. I SHIM CONCRETE ANCHOR (SEE NOTE 1) A 1/4' MAX. SHIM :4 SEE NOTE 1 FOR • ' EMBEDMENT • • ®l 3.51<$I 11AIN. CAMjGRETE • • FLIG$D DETAIL D•(SILL ONLY) NOBS: A • ex, ZiLSif 1. FClR € NCREIEMP.LICAT1Of , USE ONLY MIAMI -DADE COUNTY APPROVED 114' ELCO TAPCONS, EMBEDED 1 318' MIN?, FM" ELCO TAPCONSW DED 1314" MIN. OR 114" SS4 CRETE -FLEX EMBEDDED 1 314' MIN. DISTANCE FROM ANCHOR TO CONCRETE EbGE•1813/4174114, •. ••'••• rwsl>t 2. FOR WOOD APP ►TIONS USE #12 OR #114 STEEL SCREWS (G5) OR 114" SS4 CRETE - FLEX. 3. V oeib�SUCKS DEPICTED IR Thr ECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD Bbl 46•ARE OVICIA L IF WV CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 1/2• THICK OR GR A TER. It48 M.. A'TION -CO JNE.SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JUI'4I81UI€TION. • • • • • • 4. FOR ATTACHAREt(F4.O ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 118' 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 CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. WOOD ANCHOR WOOD ANCHOR (SEE NOTE2) ® (SEE NOTE2) A 1/4' MAX. I SHIM 1 318" M1N. �i1 13/8" MIN. EMBEDMENT �' ® EMBEDMENT INTEGRAL FIN DETAIL B 2x WOOD BUCK (SEE NOTE 3) 1/4' MAX. 1 SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) BEE NOTE 1 FOR : _ .•' •. 1x WOOD BUCK A EMBEDMENT:. ` ' _ •' • (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KS! MIN. CMU 1/4' MAX. f stem 1 t PIUIh C !If► \Qbf.�1 *now* with the Rini & Galt s. 4 monecravnire Wale FJC 414101 a APAIIII we bps PX 1211503 A ammitp kart 4� varl o REVISE AAD WOVE AN HONAAEPmQRREY,' fSC CHANGE "DIE 1 NMDPA81iAER SPACING roro rffa«aworawx VIM* a INTO P.O. IM MO maava .Raan 1/21114 BOW ANCHORAGE - HEAD SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT amaust ire ism Pawn J NTSf 10 • 12 42604 L.C1Pt.P.I. PL11W 2 TABLE 3. ANCHOR ON- CENTER DIMENSION BYANCHOR TYPE - WOOD SUBSTRATE RATE WIND. °Xu DIM. 49.0° = W ra WINDOW °Y° DIMENSION O.C. 15.0" 20.0' 25.0° 28.5 30.0" 34.00 1.,2 „4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1 X Y X Y X Y X Y X Y X Y X Y Z. CO N p. N 0 r N r APA N co rN- P CO CO N r N 36.5' 45.0 46.50 48.0 4. 1. "c. A. '. 2. 4. 1. 2. 4. 1. 2. 4. XY XY XY XY XY XY XY XY_XY XY XY XY XY N r wi cst P P O N m O N r m O N P r 4- P St! w P 4- P P N 04 N P 4- N N w N 54.5' O.V. g o n sa 0 O 0 a 0 0 r a 0 r O CO itg 0, P tD 0, CO 0 O CO 0 a 0 0 P 0 P P P 0 P 4- r 0 P CO 0 r 0 P r 0 N 80.0° O.C. N P P O N r O N O N W r N N P N P P CO N P 65.5' O.C. • O P O 0 4- N si- sr co O sr 0 P 0 0 71.00 O.C. 76.5' O.C. CD o r t0 1 0 0 P O P m N CO a N c� r 0 N m P o It an r chi O co O 03 40 P CO CD 4- 0 O P 0, m 01 sr 0 P m W O1 P O r N zs O N P O r 03 CO N P P P W O N r N N N P sr O CD O m P a O P N O 4- ID ID m Pi P O O m O so n m m 10 03 m 0, • P 0 CO r O P ai co N r 0, CD h OD chi O P m PS N O P N N CO N P a m a0 0 P r a 0 0 te te W 40 sr 0 ID ai w 0 • P 0 P 0 A O 82,0° O.V. 87.5° O.C. • •••• 93.0° •••• • • ND.U°r ••• •• • •• O.C. •• 0 N n V p. • • • CO • M O r m r N m 03 aN m m0 co N P N O W CO 1 r m r cD P a O P W m 4- r r OD 03 P m W O r CO a N P OD 4 N •y • • IN • SPIPWW • • • • •••• ROTES': • 1!/)0140R SPAC_ IN©FOR SQL RECTANGULAR WINDOWS: • • .QN- CENTTEie(Q.C.) °X" VD M DIMENSION FROM TABLE 3 (MIN. 2118° O.C. CONCRETE SUBSTRATE) MAX. 8112" FINN •C•ORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: • co acip fD r P 01 O P 0 1 m a o_ CD 40 n l� O O $3 m O 0 m O o O • P m 4- to 0 a °D 1 O 0 4- a 1 0% P, 0 4- O O N r O P N O C4 ! 03 N OD O 4- m i` m O 4- 4Ti 0 P N 4- P CO 4- m N P CO 4- P P I0 CO 0 co N 0 N P c�S ID N w CII 4- ti m N OD as P cp fTl W O CO 11) P c7S O 0 r t0 4- 4- O 10 OD O 4- CO N P Q N O N • • •••• N O P r P a ✓ a P O P o m 0 N r l� P M J • CD ID m m v. 0 n P P OD . .... Cal O 10 N ID N "Y° DIM. �-•-- "X° DIM. -� FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTNE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8112° FROM ANY CORNER. sex Revbfons sex F.K. sirs 41407 see ctione t4Ew8►Er 0130 OA 0014 emmex wax Ordltl10 ter• F.K ' i114!03 1070 roars. NOKOhft5 FL MTh P.O. BOX 1E29 NOKOAtl& FL 91874 EGT Visibly Better ANCHORAGE, WOOD SUBSTRATE ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 114° ELCO TAPCON 4. 114° ELCO SS4 CRETEFLEX 5.5116' ELCO TAPCON PRODUCT RENEWED UP41! wlth Ihr p14,j4• Hanle Ca* EI•D*No• Due l4} Led 4 reties 1101311C, MINIM samploing Wails MAY &Wag Calk ALUMINUM PICTURE WINDOW, IMPACT Atttleadie l >O1 I NTS 111 M 12 rim"' 42594 zez, RomL,,20,, PE 113$112 Struottnt TABLE 4. ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE WIND. .x, DIM. WINDOW "Y" DIMENSION 15.0" 20.0' 25.0' 28.5' 30.0' 34.0" 39.5' 45.0' 45.6' 48.0" 3.,4.,5 3.,4.,5 3. 4. 5. 3. 4. 5. 3. 4.,5. 3. 4. 3. 4. E. 3. 4. 5. 3. 4. 5. 4. E. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0' O.C. N 1 P H O 54.5' O.C. O 1 A O 0 P C N m to N CO g 0 0 N w o N r .,0 N co CD N 0 co m A 0 P N N m n A to a0 Cal Ps Cal N P 0 sr •i O P 01 to co 0 co m O Q •7 m m 0 P •7 0 0 P m a m CO P A P 0 0 P 0 40 A 0 0 CD 80.0 0.C. 01 P V_ n N P O V CD 0 N P co CO sr O w w N m 0 P N m co N O ED r m m to co 0 E7 N P 0 Fr. to •7 rs to cd 85.5' 0.C. ter O A 0 0 P Cci 0 t0 0 i N 40 a CO 0 O sr 40 O CD O P 40 m A r 0 71.0' 0.C. CO P m P 0 OD V 40 10 P N ti CO to 40 A •7 to CO CD a 01 CO 40 P O m 4- A m 40 Lir O r E7 co O P m 0 co ES A 0 r CD O CD • O O CD Cal 0 to P P CO A E7 as co CO CO m 40 •7 P m 40 m 40 01 40 10 P P m a to CO m CO to co Cal ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 5. 5118* ELCO TAPCON 76.5' 82.0 87.5' O.C. O.C. 0.C. O 40 P r• V A •••• • • • • • • •••• g6. • • • • • • •• • • O.C. •• . A.C. • • �J• r• • • 0 CO • • •• N' 0 0 0 O O • r P N N N 4v W sr 0 m CO 0 CO CO a 40 m s- P 40 O P7 0 CO N S N 0 CO CO 40 CO 40 CO sr to •7 O 40 CO a1 40 co CO CD O CO P N T N P w W 0) 0l m CD m 1- 40 m A 40 A • CD O P 40 r P m 0 to O r O r CD 1 P P m A A r H N 4- r 0 E' 1 Ei 10 40 m Ps 40 m O m EA m elf sr O V- P m O 0) f7i O 40 r m co m co O to 0 'Cr m 07 O 1 V. P O CO 4- P 4- P N 0 co O to as 0 CD sr Cal 0) m 4- O 4- O P V- 4- O P m 40 m E0 m E• N P r N 40 0 t7f 40 m •i 60 4- P 40 40 0 co to O m co co 40 1 4- P N N m to e4- 40 E9 • AlikeSN-CENTF,,I3 gg.c.).5e 7■Le wY; DIMENSION FROM TABLE 4 (MIN. 2 118' 0.C. CONCRETE SUBSTRATE) MAX. 8112" FROM ciIRNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: -t-- DIM. to co • to co as tO sr too the braid. Sift Cede INNIS FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERAU. WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON-CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2". FROM ANY CORNER. Hager ed mow FJC Ai110c omits Thar 44107 Ear adoididmi=121"Cr IEVISgaccIth the Fir* Anoth1040 „06. ;Mk 2009 m4 .9 8 Nibs E+Irlarbe NEWSHEET Ode 1 NOKOMIS. R 34275 A.Qit�f l6Zp Ma* R.3074 'Rabb Boor ANCHORAG& CONCRETE SUBSTRATE ALUMINUM PIC7VRE WINDOM IMPACT dmilloCit 1414* 11104001 PE 103012 Wodunt BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 373 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.maimidadearov/buildintteode PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C-740 Oufswing Aluminum Casement Window -L.M.L APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration 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. TERM NATION 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 renews NOA If 05-1129.11 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. .• •.. • • • • • •. The submitted documentation was reviewed by Manuel Perez, PM . . • • • • • •• ..• •• • • • •• NOA No. 08- 0117.11 • • • • • • .Ewigetion Dptei Why 22, 2013 • • • • • • •APOr'a1 des (plat 15, 2008 • • • • • • • • • • • • • Pagel • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •. •• • • • •. •• 000 • • • 000 • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA# 05-1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 32.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA# 05- 1129.11) 3. 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. 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 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R - s r No. FTL 3587 dated 10/8/02, signed and sealed by J hihancP.E. • (Submitted wider NOA# 034611.02) E -1 • • •• •• •• • • : el Pe Product Control •• • • • • •• • • • • • • • • NOA No. 0 ; .11 •aspiration DaT& L1' 72, 2013 • •ApOroval Mow $i 15, 2008 • • • • • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. 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 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. 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 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 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.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex BIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to $g7; Jadgs4ies.for. r es C -740 Aluminum Casement Window — L.M.I., approv6d 0 r Gt t 5/22/08. E -2 • • • • • Mime' P P.E. Product Contro finer • • NO4 Noe i ; 17.11 Elptation WO: :WV 22, 2013 • •Mrtval DatC: ply 15, 2008 • • • • •• • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • J ARGF I, F WEN11C W . 1. GLAZING OPTIONS: A. 5/16° LAMINATED GLASS COMPRISED OF (1) LiTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. CONFIGURATIONS OPTIONS } 0 } x 0 3 3 0 3 A x 0 0 x 2 UNEQUAL UTES A 0 UNEQUAL. UTES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE. 1,3,4,13 E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8° AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/6' ANNEALED GLASS AND (1) 7/16' LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. G. 13/16" I.G. GLASS COMPRISED OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER 2. CONFIGURATIONS: X, XX, XO, OX XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. w C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR 'XX" CONFIGURATIONS SEE SHEET 6. F. FOR °XOX° & °O" CONFIGURATIONS SEE SHEET 7. G. FOR 1-3.3 "XOX" & "XO° OR "OX° CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX,'XO" & "OX" CONFIGURATIONS SEE SHEET 9. 644. AIYQM{)? GE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR • • • • • 11P41TNNAL ANCHORAGE INFORMATION. • • HEAL ILL: MAX. 4° FROM CORNERS • • • • & I MEETING RAILS • h 4 1/2° SPACING ON VENTS • •• MIAX.48° SPACING ON FIXED UTES • • • • ;2.)Jk HORS 3" APART AT MID -SPAN ON FIXED LITE ONLY • •;•• JAMfa. MIA•Yer FROM CORNERS • • 16&33" SPACING • • • PRODUCT ItENCWIt9 as ;oz Wit Oaf Mid; n accs (F?,) J1ORS 3" APART AT MID -SPAN ® SEE ;;S�ET 13 FC I jfROVED ANCHORS. 1/4' TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS •••• `• ODACMI8VE THg DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS •• WHet1 AI+TCHORIVI WITH #12 SCREWS. ��•� "• 5. SHIIN&REQUIREMENT: NONE REQUIRED 6. NARRCM/ JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. ®7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. • • • r�aas 0.1, *n m. Fit 3251U9 8 F.K FK •••nOr ammo* 01* F.K. 12/17/02 Ws. 7/10/03 6/23/05 14"049" c W,°9rc O ADD 13/18' LG. a MOVE GLAZING OETAAS TO SHEET 2 NO CHANGE THIS SHEET ADO 7$* HT., GLASS TYPES FANG G. REVISE ANCHORAGE. 1070 TEG6tOLOGYERNS NOKOMIS. FL 34275 P.O. BOX 1529 NOKUACS. FL 34274 Ammon NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT P ___[ VisibFj Betler s° I*** 13 `� 1 d 13 I 7045.8 Lucas A. Ttin*. P.E. PE 889201 lascianical eeeits@y t iE duke! • ® 1/8" ANNEALED OR -- --.090 PVB INTERLAYER HEAT STRENGTHENED '- i -- 1/8" HEAT STRENGTHENED GLASS GLASS 30 31 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" .65" NOM. GLASS BITE 32 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS • • • • • • • • • • • • • • .•• 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16' HEAT I-- STRENGTHENED GLASS C)0, • . • .•.• • • ..• • .65" NOM. GLASS BITE • •• • • • •• • ••• • •••• • • .•. • ...• • •,T /1Q' LAMINATED GLAZING DETAIL 3/16' ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16' LAMINATED COMPONENT .090 PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL WI to Revw By F.K. grad ay. F.K. R.etdey. FK. 325103 oil. 7/10103 awe Revat.ar. 9 &. .. REDRAW GLAZING DETAILS B ADD 13/16.1.0. NO CHANGE THIS SHEET cu. aid ant F.K. 03P25/03 D ,ADO 131W LAM LG. WI?(161AMI9 CORRECT 5/18'IAMIDETAIL t0C4u6y tats 1070 TEChWOLOOY DRIVE MOWS, FL 34275 PO. BOX 1529 NOKOMIS FL 34274 Visibly Bettor GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT smAkast I NTS 2 s 13 �� 7045 -8 Lux; A Tint r. P.E. PE •58201 Mechaftal • ••• • •.• • • • ... •• • • • • ••• • .... •• • •••• CENTERLINE 1 1/2" ANCHOR 11/2" LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SSt' g41I5.SPAN .: ANCIAIR DETAIL • ." • . '?"P. (2) • •• •••• • • • • •••• •• �3 "'i1�1QiC O.C•'e•i• •• •••.� •.•a -•. • •••. •••• •• . . .. •••• • . e AX. •• •••• 4" MA%. • • . •••• ANCHOR LOCATION TYP. 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX -+- DAYLIGHT OPENING 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH DENOTES HINGE 74° MAX WIDTH LOCATION AT HEAD & 30° MAX. SILL OF "X" PANELS, DAYLIGHT TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. 4MAXJ" 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT 53" MAX. 30" MAX. DAYLIGHT "-- DAYLIGHT - OPENING OPENING ` f \�. k -- O Al 37" MAX. VENT TYP. 141/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69° MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 13" MAX. O.C. 1_ -...1- 14 112" MAX. O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - • "XOX" (SEE SHEETS 7-9 FOR PRESSURES) IMODCrcr Ra» as.o,kep i° L ar`th Ole rtseida Acar; ;:cs it Eepr`stal:; Rosa Sy f,K 325413 Ransom 8 ORANGE SHEET NO. REFERENCES Nara e,• F.K O.. 7/10003 Re iea°r c ADD HINGE LOCATION DETAILS Neva/ On F.K Oa" 8023015 Nereoi": D CHANCE MAX. HT. TO 78' AI40 MAX. DLO TO 69- @am F.K 12117/02 c".aa eio Os pr 1070 TECN1OLOGYORM NOKOMB, FL 34275 PO. SOX 1529 NOKOM1S FL 34274 VitieBetter Doeviegim 'XX" & '7COX" ELEVATIONS n. ALUMINUM CASEMENT WINDOW, IMPACT SaYWmA CA-740 INTS art 3 • 13 w• "00° 7045-8 Lucas A. Turner, PE PE 058201 Meatimical DENOTES HINGE LOCATION AT HEAD & SILL OF ''X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 —7 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL •••• • • • • •• • • • • • • • • • •• • • • • • •• • •••• • •••• • • ▪ • • •• • •••• • • • •• • • • • • • • • • • •• •• • • • • •••• • • •• • • • • • 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. 37" MAX. WIDTH 30° MAX. DAYLIGHT OPENING I 69" MAX. DAYLIGHT OPENING !__ 4' MAX. 4° MAX. L-- SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13° MAX. O.C. 76° MAX. HEIGHT ...I_ 14 1/2° MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 30° MAX. 53° MAX. DAYLIGHT DAYUGHT OPENING OPENING . �'1 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. o.c. 4° MAX 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 69° MAX DAYLIGHT OPENING 4" MAX -13" MAX. O.C. ELEVATION "E" - "O" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 76" MAX. HEIGHT SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" MAX I1 1-- - -1-13° MAX. O.C. f474 MAX- VP-NT RN' MAX FIXFIl 4° MAX. 4�- SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION 'F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) A 76" MAX. HEIGHT PROLAtCritiViSED •,- 29 ?tai MROOL1 [ RMATO 4salwitirosp9Iffatbt CWIdG c� /1 ExpirsaAuttimra FK 325/03 8 CHANGE SHEET NO. REFEREIVCES Bswaby F.K. 623.05 HaLLons C ADO HINGE DETAIL & HINGE LOCATMN NOTES Rena dy F K. 7/10103 Ivwavir 0 CHANGE MAX. HT. TO 76* AND MAX DLO TO 68' bra. 8r NWr avow si (dy(p. F.K 12/17!02 F.K 7070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 7528 NOKOMIS, FL 34274 'X° "O ", °X0" & 'OX" ELEVATIONS °ALUMINUM CASEMENT WINDOW, IMPACT Viia156•8erte7 sr04-74 tar• a"°•en 04740 NTS 4 a 13 I 7045-8 Luon A ruiner, P.E. PE 08201 Mocha/mai • ••• • ••• • • • •s• •• • •• • ••• • ••• • • • ••• COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A,.090,1 /8"HS) B. 5/16" LAMI (118 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3/8" SPACE,5 /16" LAMI -W/ 118 "HS,.090,1 /8 "HS) "X° WIDTH HEIGHT - 26 31 36 38 3/11 43 48 50 5/8 54 57 60 83 86 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEC POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 _ 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 - 90.0_ 70.0 -90.0_ 70.0 -90.0 -90.0_ 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0_ -89.6 70.0 -88.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 - B,E -90.0 70.0 -90.0 70.0 -90.0-70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0--90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72:4 70.0 - 69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 - 63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 -77.6 70.0 - 88.4 68.4 - 63.9 63.9 - 60.0 60.0_ -58.5 58.5 - 56.2 56.2 -53.4 53.4 _-51.3 51.3 - 49.8 49.8 - 48.3 48.3 - B,E - 90.0 -70.0 -90.0 70.0 -90.0 70.0 -90.0 _70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0--90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 - 45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0, -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9_54.9 -51.8 51.8 - 48.6 48.6 - 45.245.2 -42.4 42.4 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0-70.0 -75.0 70.0 -75.0 70.0 -75.070.0 _ 42.2 42.-39.7y-39.7 -75.0 70.0 earakeratviseb austris Se `�•� • - . y .1 T., 1t'Y)� k141' � A -75.0 70.0 '- 75.0.70.0 -75.0 70.0 -70.4 70.0 -60.4 80.4 - 54.3 54.3 -51.1 51.1' -47.9 47.9 - 44.8 44.8 -42.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 A -75.0 70.0 -75.0 70.0 -73.7470.0 -6744 67:9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0_45.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3116 "HS) •••• ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH r-90.01 70.0 • • • • •• • • •• PRO yCIgF, m` " , - !Si'' is /id. .0, , lir FABLE ?fit.• • • • • • "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 • U'ff2ING OPtIQNS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13116" LAMI (1/8 "A, AIR SPACE,7 /16" LAMI -W/ 3/16"A,.090,3/16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH I 1-55.01 55.0 • • • • • •• •••• ••••• • • • • • • • •••• •••• •• • • • • NOTES! x ,��•••• • 1. FOR INSTALLATIONt !Ili OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 114" S.S'3'i; TE- FLEX'ANChibRS. 2. IF INSTVIItfNG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. .Z`-- :17' 1�� Lucas A. Turner. P E. PE 658201 Mec,a, R.y oOJC F.K. Oa* 30503 Remo= 5 ADD GLASS TYPE E 70 TABLES 16 4 1070 TECHNOLOGYORIVE NOKOMR%FL94275 P.O. BOX 1529 NOKONkS, ft 34274 PRESSURES- X CONFIG. WINDOWS TO ALUMINUM CASEMENT WINDOW, IMPACT Rmaey. F.K. bs 7/10103 Reiretkon C NO CHANGE THIS SHEET Re.,aer. F.K. 0,.., 87 F.K. oa- 6/23105 avc 12117/02 F"•"b"e� 0 GOONS e/ REVISE ANCHORS 5 ADD 76' HEIGHT OPTION TOO 1 Viribly Borer""" CA rah 9a". MS '•"": 5 " 13 R"°""' 7045-8 D ••• • • • ••• •. �•• • •• • • ••• • •• ••• COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 X_ X GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "i1S) "XX" WIDTH HEIGHT _ 26 31 36 38.3/8 43 L 48 50 518 54 57 60 63 NEG POS NEG POS NEG _ POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 1 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 - 69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 - 65.2 65.2 - 63.0 63.0 -60.8 60.8 j - 58.0 56.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 _ 68.4 - 63.9 63.9 - 60.0 60.0 - 58.5 58.5 - 56.2 56.2 - 53.4 53.4 64 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 68 A -75.0 70.0_ -75.0 70.0 -75.0 -75.0 70.0 -65.5 65.5 -57.5 ' 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 - 45.2 45.2 -42.4 42.4 a 2111158P roma • lic liselli �� « ,. ., -. - -. --- 72 A -75.0 70.0 -75.0 70.0 _70.0 -75.0 70.0 -70.4 .70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9_- 44.8 44.8 _ -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7-70.0 -67.9 67.9 __-59.0 59.0 - 52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 •38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5116" LAMI (1/8"H8,.090,1/8 "HS) E. 13/16" LAMI (1/8 °HS,3/8" SPACE,5/16" LAMI -W/ 1/8"HS,.090,118"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL- 3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) Kept= la clinattlybg with diakaill A 944448/4C4441* .., • • °g,+ .y' ' . cvs,, ' 13 �r ;� ", '` ••• ' • ALL "XX" SIZES UP TO 74° WIDE x 63° HIGH [-80.01 70.0 • • .. • • •• • • • TABLE S: "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -46081 pLAZING Oflrgl: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/6 "A,AIR SPACE,7 /16" LAMI -W/ 3/16"A,.090,3116"HS) „• • • • •• • •• • •• ALL °XX "SIZES UP TO 74" WIDEx76 "HIGH 1 -55.01 55.0 - •• •••• •••• • • • • MOTES: •,4 • •••• Dadelt l . • . FOR IN ALLT OATIONVIVM MOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR • 5 2. IF INNTAL•LIIFG WITH #1■SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • • •• •••• • • • • 'lL 44-'- _ J 1070 TECHNOLOGY ORBS NOMBS. FL 94276 P.O BAY 1529 PRESSURES- XX CONFIG. WINDOWS raw ALUMINUM CASEMENT WINDOW, IMPACT Lucas A.%mar, P.E. 1,41:1, •, ". ,Neva. N..ai Isy F K. Omen Sy F K tkaa. 612345 " om: 12/17/02 Rmsoac D REVISE ANCHORS & ADD TABLES 76' HEIGHT OPTION duckaIOA hug 1 _j M KOPdls 1134274 Viably Better CA-740 NT.S1 f y 13 B_ • 7045-8 D PE 158201 MU 08201 • ••• • COMPARATIVE ANALYSIS TABLE 6. '0" & "1/4-1/2.1/4XOX" WINDOWS TEST REPORTS: FTL4582, FTL-3729 FTL -4607, FTL -608 WIDTHS "O" 36 "XOX GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8'HS) B. 5/i6" LAMI (1/8'HS,.090,1 /81H6) C. 7116" LAMI (3/18"A.09031161HS) E. 13/18' LAMI (1 /8 "HS,3/8" SPACE,5/18" LAMI -W/ 1B'HS,.090,1/8"HS) F.13/16" LAM1(1/8"A,AIR SPACE,7/16'tAMI -W/ 3116 "A,.090,3 /16°HS) HEIGHT 26 31 3838 6058 54 87 78 A 72 B,E C,F A 74 B,E C,F A 79 B.E c,F A 84 8,E C,F A 37 39 112 NEG POS -75.0 70.0 NEG POS NEG POS -75.0 70.0 -75.0 70.0 NEG POS -70.4 '70.0 NEG -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -60.4 -75.0 POS NEG 60.4'"-54.3 70.0.75.0 POS 54.3 70.0 NEG POS NEG POS NEG POS NEG POS -51.1 51.1 479 479 -14.8 44.8{ -422 42.2 NEG POS NEG IPOS NEG IPOS NEG1POS - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -39.7 39.7 -75.0 70.0 -90.0 70 0 -76.0 70.0 -90.0 70.0 -75.0 70.0 -90.0 70.0 -73.7 70.0 -90.0 70.0 -67.9 87.9 -90.0 -59.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -80.0 70.0 59.0 -52.8 70.0 -75.0 52.8 70.0 - 90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 '-49.9 49.9 - 46.4 48.4 -43.5743,5 -41.1 41.1 -90.0 70.0 - 55.0165.0 - 55.0155.0 - 55.0155.0 .36.6 38.6 - 75.0 70.0 -75.0 70.0 - 76.0 70.01 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -90.0 -75.0 70.0 70.0 -90.0 70.0 -67.8 67.8 -90.0 70.0 -62.1 '62.1 -90.0 70.0 -90.0 70.0 -55.7 56.7 -49.8 49.8 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 , 70.0 - 46.9 46.9 - 43.6 43.6 -41.1 41.1 - 38.6 38.6 -90.0 70.0 45.01 55.0 55.01 55.0 -55.01 55.0 -36.5 36.5 -75.0 70.0 -75.0 70.0, -75.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0, 70.0 -75.0 70.0 -75.0, 70.01.76.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -62.4 62.4 -90.0 70.0 -58.4 58.4 -90.0 -83.3 70.0 -90.0 63.3 -56.4 70.0 58.4 -90.0 70.0 - 90.0 70.0 -90.0 70.0 - 87.4 70.0 -53.4 53.4 -50.0 f'50.0 -46.9 46.9 - 44.3 44.3 -75.0 70.0 -83.2 70.0' '41.8 41.9 55.0155.0, -55.0155.0 - 55.0155.0 -78.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -75.0 70.0 -90.0 -70.3 70.0 70.0 -90.0 70.0 -58.0 •58.0 - 90.0 70.0 -54.6 '54.6 -90.0 70.0' -90.0 70.0 ,- 75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 - 90.0 70.0 -90.0 70.0 - 84.5 70.0 -79.7 70.0 70.0 -59.3 69.3 -53.8 538 - 50.9 50.8 -47.5 47.5 -44.7 44.7 - 42.1 42.1 -75.0 70.0 - 75.6 70.0 -55.01 55-0 - 55.0155.0 39.7 39.7 90 B,E C,F A 96 B,E C,F A 101 B,E C,F A 106 3/8 B,E C,F A 108 B,E C,F A 111 B,E C,F A 114 B,E 50 1/2 53 1/8 55 1/2 67 12 • • • •A• 117 B,E • 1'.F • •A 120 B,E . -75.0 70.0 -90.0 70.0 -76.0 70.0 - 75Ar70.0 -75.0 -90.0 -65.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 65.0 -80.0 70.0 -54.3 54.3 -75.0 70.0 -75.0 70.0 - 90.0 70.0 -51.1 51.1 -90.0 -75.0 70.0 -55.1 70.0- -90.0 -51.4 70.0 70.0' - 75.0 70.0 - 75.0 70.0 - 75.0 70.01 -75.0 70.0 -75.0 70.0 55.0155.0, 51.4 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -90.0 -60.8 70.0 60.8' - 90.0 70.0 -51.3 51.3 -90.0 70.0 - 48.348.3 -90.0 42.7 70.0 -86.0 62.7 '48.7' 70.0 48.7 -88.2 70.0 - 81.8 70.0 - 76.9 70.0 - 72.4 70.0 48.8 48.6 -45.3 ' 45.3 -42.5 '42.5 - 40.4 40.4 -75.0 70.0 - 750 70.0 -76.0 700 75.011 70.0 -69.2.692 55.01 56.0 - 36.4 38.4 - 80.9 70.0 - 75.0 70.0 - 70.7 70.0 -87.3 87.3 48.9 46.9 -43.5 '43.5 - 41.341.3 - 392392 -76.0 70.0 - 85.0155.0, - 55.0185.0 -64.1 64.1 -37.1' 37.1 - 55.0155.0 -55.01 55.0 - 5321532 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.01 - 75.0 70.0 -74.3 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -58.7 88.7 - 90.0 70.0 •- 48.7 48.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0-70.0 -90.0 -58.2 70.0 582 - 80.0.70.0 47.9 47.9 -76.0 70.0 -75.0 70.0 -90.0 70.0 78.0 ?70.0 -90.0 70.0 - 75.0 70.0 -90.0 70.D -90.0 70.0 -45.4 45.4 -90.0 70.0 -812 - 75.0 70.0 -90.0' 70.0 -50.0 50.0 -46.1 70.0 46.1 - 75.7 70.0 -70.3 70.0 - 86.8 68.8 - 63.5 63.8 - 44.2 442 -42.2 422 - 40.1 40.1 -38.0 x38.0 -60.5, 80.6 - 36.2 36.2 - 55.0155.0 -52.6152.5 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.01 -75.0 70.0 -72.4 70.0 ;49.81 49.8, -14.5 44.51 -75.0 70.0 -88.6 -49.1 70.0 -76.4 49.1 -45.3 70.0 45.3 -75.0 -90.0 70.0 -67.1 57.1 -46.4 46.4 -43.3-43.3 -88.9 -47.5 70.0 -75.0 70.0 r -75.0 47.5 -43.9 70.0 -71.1 70.0 -66.5 68.5 -63.0 63.0 -60.0 60.0 43,4 43.4 -41.9 41.9 -39.8 39.8 - 37.6 37.6 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 57.3 57.3 -359 35.9 -71.8 70.0 53.8153.8 -49.4149.4 - 462148.2 70.0 43.; -70.1 70.0 -65.4 65.4 -81.8 61.8 -59.1 59.1 -42.2 42.2 40.8 40.6 - 39.1 39.1 -372-372 -56.4 58.4 ''45.41'35.4 -62.81 52-8 - 48.4148.4 -76.0 70.0 -75.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 - 75.0 70.0 -90.0 -58.2 70.0 582 - 90.0 70.0 -44.8 44.8 -90.0 70.0 -84.3 - 42.1 42.1 -46.2 70.0 -72.5 '462 -42.5 70.0 42.5 - 75.0 70.0 •75.0 70.0 -75.0 70.01 -74.3 70.0 - 88.4 68.4 -63.6 63.8-60.1 60.1 - 57.6 57.5 =412 412 -39.8 39.8 -38.5 38.5 -38.7 38.7 -70.8 70.0 45.21452 - 54.8 84.8 51.1151.1 46.81 46.8 - 43.6143.6 -34.8 34.8 -75.0 70.0 -75.0 70.0 •• 60 • ••••1.• -90.0 70.0 -90.0 -742 /o .o A6.0 -75.0 10. -8 -90 -5311 -90.0 710 -72.9 10.0 -76.0 730 70.0 55.0 75.0 70.0 -75.0 70.0 -90.0 70.0 '-90.0 70.OT '-43.4 43.4 70.0 - 75.0 70.0 -40.9 40.8 -78.0 70.0 -75.0 -81.8 -44.8 -76.0 70.0 -75.0 70.0 -70.7 70.0 70.0 44.8 41.3 70.0 -75.0 41.3 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.01.73.3 70.0 -68.7 66.7 818 61.8 56.7 58.7[- 55.9 85.9 -402 402 - 38.7 38.7 -37.6 37.6 (-38.1 38.1 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -72.2 70.0 -69.8 69.8 -53.2 53.2 -342 34.2 - 68.4 68.4 - 49.4149.4 452148.2 -42.61 42.i 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 69.0 - 64.9 84.9 -60.4 60.4 -57.3 57.31.54.5 53.4 -42.2 42.2 -39.7 39.7 43.5 43,5 -40.4 40.4 - 39.2 392 -379 37.6 - 36.7 36.71-35.5 54.5 35.5 -51.6 51.6 -47.8147.8 - 43.6143.6 41.7141.7 •18,10 70.0 - 75.0 70.0 - 75.0 70.0 -78.0 70.0 -75.0 70.0 - 78.0 70.0 - 75.0 70.0 -73.3 70.01 =71.0 70.0 - 33.7 33.7 -67.4 67.4 -90.0 7Q,L-30.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -83.3 83.3 - 59.1 59.1 - 55.9 55.91- 53.0 53.0 -50.0 50.0 48.3148.3 42.81428 ••• • • • ihBLE 7. • • • •• • • • • • "O & "1/4-112 -1/4 XOX" WINDOWS •••• GLAZING OPTION: D. 7/16' LAMI (3/161-IS,.090,3/18 "HS) • _ _ ALL "0" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4- 12.1/4 XOX" SIZES UP TO 120" WIDE.x 63' HIGH 1- 90.0170.0 TEST REPORT: FTL -3580 TABLE 7A. • O. &'114- 12 -1/4 XOX" WINDOWS TEST REPORTS: FTL4607, FTL -4608 • GLAAR419'•1P.TIONS: •01.•/1'16• AMI (3/16"HS, 090,3116"HS) G. 13/18' LAMI (1B "A,AIR SPACE, 7 /18' LAMI -W/ 3/181HS,.090,3116°HS) • • • • • . • •ALL °O' SIZES UP TO 60" WIDE x 76" HIGH AND ALL 1/4-1/2-1/4 XOX" SIZES UP Td 120' WIDE x 76" HIGH [-55 0155.0 • : • • NOTES: 1. FOR•INSTALL TAN IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR L %/4 "A* CRETE -FLEX ANCHORS. 2.1F INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 1 2 1 4 0 isesid=1111 the Fluids Ehddiog Coda owe. 3125103 rww&r mwo F.K. FK F.K o a." er o. F.K 12/17/02 Oafe 7 /AC19Z Bair 9123/05 8 ADO GLASS TYPE E TD TABLE 6 R. sans, C NO CHANGE THIS SHEET nets ns, D CHANGE ANCHORS AND A00 16-HT. OPTION 10101E041101001 DRNE NOXOM IS, FL 34275 P.O. BOX 1529 NOK0569, FL 34274 e Visibly Better PRESSURES- 0 e% 1/4-1/2-1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 9l.w r w. C.4-740 NT- S 7 d 13 7045 -8 Lucas A. Turret. P E PE 05E201 COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 1 3 0 1 3 X GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,18"HS) "XO" WIDTH 'XOX" WIDTH HEIGHT 26 31 36 " 38 3/8 43 48 50 5/8 54 57 60 63_ NEG POS NEG POS,,NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 ' A -75.0 X70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0. 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49 1/3 r 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 _ -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 - 69.5 69.5 - 67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 64.9 64.9 -62.7 62.7 - 60.4 60.4 60 80 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 - 63.9 63.9 -60.0 60.0 _- -58.5 58.5 - 56.2 56.2 - 53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 71.1 70.0 -81.8 61.8 -58.9 58.9 -56.1 56.1 - 53.8 53.8 -50.4 50.4 -47,7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 466.4 68.4 -58.2 582 - 55.6 55.6 -52.8 52.6 -49.4 49.4 - 45.9 45.9 - 43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 - 48.9,48.9 - 45.8 45.8 42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 - 75.0.7.0.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 - 36.6 38.6 TABLE 9. XO" or "OX° & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,18 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/18" LAMI -WI 1/8 "HS,.090,1/8 °HS) ALL "XO" OR "OX° SIZES UP TO 74° WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES LIP TO 111" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 10. XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 °A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63° HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -90.01 70.0 1 3 X 1 3 0 1 3 X X O 0 X PROINCT aryISm all1:41112.111 166 fleas Manias TABLE 10&... "X0" Of "OX" & "1/3- 113 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 • • • • • "GL ZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (18"A,AIR SPACE,7 /16° LAMI -W/ 3/16 "A,.000,3 /16"HS) •••• • _ • • • • .•'-:ALL "XO" OR "OX" SIZES UP TO 74° WIDE x 76- HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1 -55.0 1 55.0 • • d •• •••• • • • • • • •• •• •• • • • • • • •• •••=•NOTES: 4•• •••• • j. FOR fl1,19,T( G4TIONSA 14010D OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES. USE ELCO 1/4" TAPCONS OR • • • 0 • • 1/4" SS4 CRETE-FLEXIANCHORS. • . IF INSTALLING WITI; 1i2•S�c REWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • • • • • • .• • • •• • • • •••• • •••• PRODUCT RENEWED acaplyL4q•ith th Wick Sabin Aarepitava Na tad: Rows Ely F.K. Ro. -dBr F.K ata: 325103 attic 7/10/03 -now 623105 fieviakans 9 Ntt1,°m 0 ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET few, er F.K. D..^D at, - .40.6J aeh F.K. 12/17/02 CHANGE ANCHORS AND ADD 76' HEIGHT OPTION 1070 TECHNOLOGY DRIVE NDK0N1S, FL 34275 P C. 60X 1529 NOKOMIS, FL 34274 PRESSURES XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS Tr ALUMINUM CASEMENT WINDOW, IMPACT am, 4Mtt aae•n" NTS I 8 13 I 7095.8 D Luca A. Turner, P.E PE $58201 Mechanical COMPARATIVE ANALYSIS TABLE 11 'XO° or "OX" & '?(OX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL -358D, FTL -3582. FTL -3729, FTL-4607, FTL GLAZING OPTIONS: A. 5/16" LAMI (118 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8"HS,.090,1/8"HS) C. 7/16" LAMI (3/16'A,.090,3/18"HS) E. 13/16" LAMI (1/81HS,3/8" SPACE.5/16" LAMI -W/ 118"HS..090,l/8 "HS) F. 13/16" LAM151 /8"A,AIR SPACE 7/16" LAMI -W/ 3/16 °A•090,3 /16 °HS) WIDTHS 'XOX" VENT FIXED 69 284 19.125 HEIGHT 6 26 38 3133/8 43 48 50 5/8 54 57 60 63 67 72 76 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGjPOS NE(31POS NEG EPOS A -75.0 70.0 - 75.0 70.0 •75.0 70.0 -74.1 70.0 -64.9 64.9 -60.6 60.8 - 58.1 58.1 -58.1 56.1 - 53.3 53.3 -50.5 50.5 8,E .75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0155.0 - 56.0155.0 -55.01 55.0 A -75.0 70.0 -68.1 69.1 -83.4 83.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 -44.1 44.1 41.6 41.8 - 392 392 -36.9 36.9 86 919 24 38.919 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -69.4 70.0 45.2 70.0 45.0 550 - 56.0[55.0 - 55.0155.0 A -75.0 70.0 -60.5 60.5 -57.2 57,2 -82.1 62.1 - 55.2 49.1 46,2 46.2 43.8 43.6 -41.1 41.1 95.973 27 42.973 55.2 -52.6 52.6 -49.1 ® 00 :., 70 . :,,, 70 „ :,., :.,. 70.0 :,, 70 0 -87.0 70.0® 70.0 ® 0 „ -55 �-75.0 70.0 ® 1! X1 54.5 -50.7 111t48.2l-42.0 l42.0 l-4.0.1 Il40 1l '® 48.649 = 70 . nm . 70.0 -75.0 70.0 . nm , 750 . 70.0 . 70.0 . 70.0 „ . 70.0 „ • -90.0 70 ' -90.0 70.0 -90.0 70.0 -90.0 ' ' 70.0 - 55.0155.0 -55.0155.0 - 5221522 49.9 -513 . • . . 70.0 70.0 -75.0 70.0 70.0 .. , 70.0 70.0 70.0 -90.0 ' -46.4 ®� 70.0 -75 .. ,, 415.8 �, ., 70.0 -75.0 70 ', r,® ., -47.9 .. 1-75.0 .. -75.0 na ®' 112111 II213 70.0 FEE 32 51.892 O - 55.0155.0 - 55.0155.0 33.687 54.627 Imo® 126.01. 34.791 56.418 A -75 0 70 " -47.3 47.3 70.0 „ -732 70.0 431.4 61.4 • - 55.0155.0 - 50.9150.9 - 47.7147.7 A -75.0 70.0 mom - 52.11 52.1 - 47.7147.7 44.6144.6 -90.0 70.0 -90.0 70.0 -45 5 45.5 -90.0 70.0 70.0 -75.0 70.0 -64.1 -60.5 60.5 -57.9 -44.0 44.0 • ' 70 ' ' ' ' ' r . r 50.:11 50.1 - 45.8145.8 -43.0143.0 130 35.896 58.209 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -72.4 70.0 438.8 sem C,F -90.0 70.0 -90.0 70.0 •90.0 70.0 -79.9 700 -89.3 69.3 45.3 85.3 -60.6 80.6 -57.6 573 -54.7 54.7 - 51.9 51.9 - 48.148.1 - 43.9[43.9 -41.9141.9 A -74.3 70.0 43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 40.3 40.3 - 38.8 38.8 -37.8 37.6 - 36.1 36.1 -34.3 130.37;• 36 58.378 B,E -75.0 70 0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -72.3 70.0 438.5 C,F -90.0 70.0 - 90.0 70.0 -90.0 70.0 -79.8 70.0 -69.1 68.1 -68,1 65.1 -60.5 60.5 -57.4 67.4 -54.6 54.6 -81.7 51.7 - 48.0148 • • • A - 72.9 70.0 42.2 42.2 - 39.7 39.7 -43.5 43.5 - 40.4 40.4 -39.2 39.2 -37.7 37.7 - 38.7 357 •35.5 35.5 -33.7 E • • 134 • •3Z • : 60 &,E •••• • 7.0 .0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 47.4 O - 43.8143.8 - 41,6141.8 Cr -9040 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -83.3 63.3 - 59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 - 48.146.3 - 42.8142.8 40.8140.8 • • ••• • • • • 70" & "04,I0114DOW WIIDTHS 1rOUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. • • •••• ••• • • ••• • BLE 12. • • • j� • "XO' or "OX" & "XOX ° UNEQUAL UTE WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: D. 7716" LAM/ (3116"HS,.090.3'16"H8) ALLe'XOYr' 5IZES4IP TO 134' WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND All "tQ" or "OX" mesivTO 97" WIDE x 63° HIGH WITH 37° MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH F -80.0 70.0 • ••• •••• 'ABLE 1TA••• LAZING OPTIONS: D. 7 • •••• •••• "XO" or *OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 3/16"HS,.090,3/16"HS) G. 13/16" LAMI (1 /8 "AAIR SPACE,7 /16" LAMI-W/ 3/16"HS..080 3116113 •••• • • AI♦L "XQQX" SIZES J r 1 114" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND -55,0 55.0 GLL O "cr "OX SIZES (P TO 87" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH • • • IVIES: 1 •FQFj INSTAL 411ON$ IN WOOD OR CONCRETE TO THE FULL. DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR © • 41/4:, p4 CRETE -FLEX ANCHORS. 2. IF nsisTALLING WITH #12 SCREWS. DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 3P5103 ADD GLASS TYPE E TO TABLE 11 • 7/10103 C AFO CHANGE THIS SHEET Dd.: w.e.m°: • Si23t08 D CHANGE ANCHORS AND ADD 76- HEIGHT OPTION 2tAzaPate nte 1070 TECHNOLOGY DRIVE NOKOMJS R. 34275 P.O. BOX 1529 NOKOMIS Ft 34274 A i PRESSURES- UNEQUAL CONFIG, XO OX & XOX TN" ALUMINUM CASEMENT WINDOW IMPACT Visibly Better s."me,""e Sur Sleet CA -740 NTS 9 d 13 70454 0 x UNEQUAL LITES UNEQUAL UTES 0 x UNEQUAL UTES PROLWC: 4=4En •acornlrietxueiA /194484. totitatICslu z 1f /2.flr✓' Lucas A. Tuner. P5. PE P58201 Aiedlai ia•I REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 111 MAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) • • • • • • • • MAX. FIXED LITE DAYLIGHT OPENING ----- (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX .tio MAX. VENT N_ DAYLIGHT OPENING -1 (SEE SHT. 3) MAX. WIDTH (SEE SSHT. 3) REFERENCE °XX" FRAME ASSEMBLY DETAIL, SHEET 11 HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) •••• • •••• • • • • • • • i• • • ••• • • • • • . • .VERTIOiL• SEETION ••••••OPERABLE UNIT VERTICAL SECTION FIXED UNIT v+vr. MAX. VENT I DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X lint CT REVISED =,:rxitli Mono* Dole Pada* PRODUCT RENEWED amcomplyEagw ti meFlosiis uac� Aer�x9 E8 1: • Reno ey Data F.K. 3/251.13 Roma batp F.K 7/100'03 14 IMO sr Oma. F K. 983/05 Uroaa Br Cain. F.K 12/17/02 Oroanc B t cons e ADD 13115' IG GLAZING BEAD ITEM SHOW TOP HINGE Ramona ceeZ2 8y CHG SHT. NO. REF. AND ADD ITEM 59 Data. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.0 BOX 1929 NOKOMIS, FL 34274 SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT Risibly Feuer 9"1B"" "` 0A -740 NTS Ln / 1, ( / ©r 9h.I bmoa as par Lucas A. Turner, P.E PE 08201 10 a 13 7045 -8 1 D mocoontai • ••• • ••• •• • .•• •• ••• • ••• • • • • ••• FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 1 "X" FRAME JAMB #12x1 PH TtKS1AS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063-T6 "X" FRAME JAMB #12x1 PH TEK SMS 13° MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS •••• (2)PERCORNER • • • • •• • • •• • FRAME HEAB<SR SILL • • ••• •••• • • • • • ••• ••• • ••• • ••• • ••• NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL 1 ' 1.159" 2.139" ()SASH FRAME HEAD, SILL, JAMB MAIL' 6063 -T6 DWG# 7003A j� 1.376" .095" I .440° CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 SASH FRAME ASSEMBLY DETAIL ••. •••• • • •••• MAIN FRAME ASSEMBLY DETAIL 3.544° .062" NOM. L-2.784° 0 FIXED FRAME HEAD, SILL JAMB MATL: 6063 -T6 DWG# 7005A 2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A paanucT IRENVIED re (Uw¢7bta wlta aim t8r> Beeir)3cV4 112 4141, Oak RwoJBy F.K. Paw' 3/25/03 Raaeaon,. 8 NO CHANGE THIS SHEET "o.,aey F.K Dew 7/10103 Pavan,: C NO CHANGE THIS SHEET F.K. bate 6/23105 D ADD ITEM 89 Omes, 6Y' Data ameba 67 Done F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Pp. BOX 1529 NOKOMIS, FL 34274 EXTRUSIONS & ASSEMBLY DETAILS Tar: ALUMINUM CASEMENT WINDOW, IMPACT sew Visibly Better CA•T40 a.r shw NTS 11 a 13 Chasm No 7045 -8 I D /111 vim" Lucas 0. <me:. P.E. PE 958201 Methanecal ••• • ••• • • ••• •• • •• • ••• • • • • ••• PARTS LIST ITEM ITEM DWG # PGT. # DESCRIPTION 7025 1 70024 74 MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA 48 X I QUAD PH SMS 98 X .750 QUAD PN SMS 3 1008 FRAME CORNER KEY 81 4 7R1PQA 118 X 1 QUAD PN SMS I2"X12"XI/8" CLOSED -CELL FOAM TAPE 7010 5 70034 83 SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA 98 X I QUAD PH SMS GLA7ING BEAD (13/16" LG.1 7 7017 67017K BULB WEATHERSTRIP .187X240 (2) LITES OF I/8'HS GLASS WMI AN.090 INTERiAYER - SOLUTIA OR DUPONT PVB 8 7009 13/16" SASH CORNER KEY 3/164 & 3/16/IS GLASS RT1 H A11.090 INT1311AYER - SOI .L'T1A OR DUPONT PVR 9 7024 13116" MAXIM MULTI-POINT . 3/16HS & 3/1 6HS GLASS WITH AN.090 LNTERLAYFJ( - SOLU TIA OR DUPONT PVB 10 7026 67071 LOCK SUPPORT PLATE 11 410 -24 X .562 P1L PN. TYPE F 12 7014 MILT! -LOCK KEEPER (Rli & L.1i) 13 1157 78X78PPSMS lib X .875 PH. PN. SMS 14 7013 TIE BAR OUIDE A 13 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR HI 7030 OPERATOR GASKET 19 7031 4BACKING PLATE 20 98 -32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (LH. & R.H.) 22 78587A 88 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP-ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP 910 X 500 PH. PHL. 30 5/16" LAMINATED (1/8A & 1/8HS GLASS) .090INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/81-1S & MIS GLASS) .090 INTERLAYER - SOLUTIA.OR DUPONT PVB 32 1 7/16" LAMINATED (3/16A & 3/161{S GLASS) .090 INIERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/161IS & 3/16HS GLASS) .090INTFJRIAYER • SOLUTTA OR DUPONT PVB 40 7036 GLAZING BEAD (5(16 ") 41 7042 GLAZING READ (7/16 ") 43 *kW. 617247 VINYL BULB WSTP (THICK) _ 6`3 •a • • • SILICONE • • • r - DOW CORNING 899,993 OR EQUIV. •i5 • • • PARABOND 46 •••• • 1634 • 6163K SETTING BLOCK • So •7• : • o SCREEN FRAME 51 7640 SCREEN CORNER KEY • 42 • • • • • • • SCREEN CLOT? -I • 43 • A • • ;',64 441‘ • SCREEN SPLINE - SERRATED 54 - it • ion. CASEMENT SCUM CLIP 55 • • 78*12PSTW413 88 X .500 SQ. PN TEK SMS 7 91t>« 57111` CASEMENT FRAME ASST. TUBE 188 • fl M � 852 X 1" PH. PHIL TELL. • 69 •780b • LOCK SUPPORT PLATE 70 • an i • • • LOCK SPACER •21 41„9. •7A 1573: ' SNAP-ON T- HANDLE KNOB 72 • 7018 • 7FLDHD FOLDING II APIDLE Rem sy FK NerfedRr FH. �1. FK F.K 3/2&03 Rarivern 8 ADD 13/16'1.G. GLASS 8 GLAZING BEAD nee 7/1003 623/05 Pewter's. C NO CHANGE THIS SHEET D ADD EOU/V. TO ITEM 44, SILICONE AND ADD ITEMS 87.88 AND 99 Data tr,eeen80 Otte: 12/17/02 PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER r 75 70834A 98 X .750 QUAD PN SMS 80 70054 FIXED WINDOW FRAME - HEAD, Sill & IAMBS 81 1154 7R1PQA 118 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLA7ING BEAD (13/16" LG.1 R6 13/16" LG. GLASS (1/8118, AIR SPACE, 5/161 AMY) 5/16" LAA4l = (2) LITES OF I/8'HS GLASS WMI AN.090 INTERiAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1/113, AM SPACE, 7/16 "LAM[) 7/16" LAM/ = 3/164 & 3/16/IS GLASS RT1 H A11.090 INT1311AYER - SOI .L'T1A OR DUPONT PVR 13116" 1,G. GLASS (I/8 "HS, AIR SPACE, 7/161-0411 7/16" LAM1 m 3/16HS & 3/1 6HS GLASS WITH AN.090 LNTERLAYFJ( - SOLU TIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" .865" .050" 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 °CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 Fr .289" t i 6 .040" — --j f-- .172" .870" .050" 17-1 I-- .569" 0 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125" .062" a INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 PRGIVeratyitse oulograt Milks f:.•79" k,A;itr, PRODSICI' RENEWED as mamtple8wtt5 the Rork% J4zeoP .: Ica 113 .093" 0 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6. DWG# 7004A 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 80X 1529 NOXOMIS, FL 34274 Viably Bauer ALUMINUM CASEMENT WINDOW, IMPACT su1�Wm, s . Simm. p�f alto CA -740 NTS 12 "r 13 7045 -8 l I ( -z. re;. LUCAS A. I mei% P.E PE 858201 Mechanical • ioQ 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -� A SEE NOTE 1 SEE NOTE 4 ® 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —1 • • • • • • 1 1/2" I� MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK • ••• • • • •• • • •• • • - •••• • • • • •••• • • • p10TES: •Q,. • • • •• •• ....1. FORVIIIIPRETE 41NCIQ4TIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 • • CRETg.iFelf.X CONG13F=E ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2 ". SEE SHEET 1 FOR SPACING. • FORvQapAPPLT agINS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. • • SEE SHEET 1 FORAlag '4G. . WOOI�134.),CKS DE1J1I�Q IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD • • BUCI4 §IVRC+OPTIQNAIE1F UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR • GREATER. INSTALTION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING1URISD CTTON. ` 4. ITEM 1141!ACKING PLATE. NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. I1 ----i6 i -,pq l.., 1��1111�,111�I�. ll ___. --+-1 1 1/4" MIN. 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM f-- A SEE NOTE 2 SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE SEE NOTE 4 1/4° MAX. SHIM ®SEE NOTE 1 m 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —1 ®SEE NOTE 1 SEE NOTE 4 _1 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4° MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 r SEE NOTE 4 u: U 1,11, 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NioNocr gnaw PRODUCT RENEWED tl gellOying with the Fled& COO nm• Rayscr a F.K. mniserns ,3'5!03 B NO CHANGE THIS SHEET k —ar• 0.m. Redman, F.K. 7710103 C NO CHANGE THISSHEET wee,. 71.m Rammw• F.K. 612105 D REVISE NOTES AND REMOVE 3/7S' TAPCONS d N14 SCREWS ^ ay t war 0m.. F.K 1▪ 2/17/02 1070 TECNNOLOGYDRTYN NOKOWS, FL 34275 P.O. BOA 1029 moms; FL 34274 I 3 G1 Visibly Better Dessdpbaa ANCHORAGE DETAILS TRW ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS s°rt 13 d 13 7045 -8 D 1 Ili. f /OS` Lures 0. Turner, P E. PE 08201 Mechanical From:Ryan Lawrence FaxdD:Morris and Reynolds Page 2 of 2 Date:912f2009 10:33 AM Page:2 of 2 CERTIFICATE OF LIABILITY INSURANCE OP ID DIN PRODUCER Morris & Reynolds Inc. 14821 South Dixie Highway Miami FL 33176 Phone:305- 238 -1000 Fax:305- 255 -9643 THIS CERTIFICATE IS ISSUED AS A MATTER OF IN ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. DATE (MMIDDIYYYY) 09/02/09 FOR TION INSURERS AFFORDING COVERAGE NAIC # DISURED Aladdin Plumbing & Construction Corporation Mr. Orestes Mesebes 11700 Northwest 102 Road #10 Medley FL 33178 INSURER A 8sidgefteld Casualty Ors. CD. 10335 INSURER B: INSURER C: INSURER D'. INSURER E' COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE WSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CO DMON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, 11-E INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CAMS. UR NSRO TYPE OF INSURANCE POLICY NUMBER TE ( ppF NYVY p p LENTS NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY Village of Miami Shores REPRESENTATIVES. EACH OCCURRENCE $ PR NSE 1u Ii oc W PREMISES (Be occwence) 8 CLAIMS MADE OCCUR MED DP (Any Ge person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GENT. AGGREGATE LIMIT APPLIES PER: POLICY n JECT n LOC PRODUCTS - COMP/OP AGO 8 n AUTOMOBILE LIABH,tTY ANY AUFO AU. OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBWED SU3GLE LIMB (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accMent) $ GARAGE LIABIIJI' RN IUJTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGO $ EXCESS !UMBRELLA UABB.f Y n CAMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ nOCCUR AGGREGATE $ $ $ A WORKERS COMPENSATION AND EMPLOYERS. LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICANW EINEER EXCLUDE)' (Mandatory In NH) If yes. describe under SPECIAL PROVISIONS below 019615734 q� § -Q - /24/09 07/24/10 WC$1A1u 01H- X (TORY LIMITS 1 ER E.L. EACH ACCIDENT $100000 E.L. DISEASE - EA EMPLOYEE $ 100000 E.L. DISEASE - POLICY LIMIT IF 500000 OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Plumbing Contractor CERTIFICATE HOLDER CANCELLATION ACORD 25 (2009101) fir,"" 1i ACOR The ACORD name and logo are registered marks of ACORD ri N. All rights reserved. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPRATION VILLAGM DATE THEREOF. THE tS$UING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABIL(W OF ANY KIND UPON THE I4SURER, ITS AG81T$ OR Village of Miami Shores REPRESENTATIVES. 10050 N.E. 2 Avenue 4iami Shores FL 33138 AuTM° /strrATIVE 1S/ ,r —„®,, ACORD 25 (2009101) fir,"" 1i ACOR The ACORD name and logo are registered marks of ACORD ri N. All rights reserved. dUrl• IV. LAO UCL ItVJAKILI iN ii PI O. ov LI r. I LIABILITY INSURANCE 09/08/09 I— DATE mow THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. 71418 CERTIFICATE DOE6 NOT AMEND, EXTEND OR ThgrafIRAIZAEMADIMILHE2=15 INSURERS AFFORDING COVERAGE RENA: FIRST COMMERCIAL INSURANCE CERTIF ATE OF PRODUCER Ded Rawl* Insurance II Dba Almar 2331 N.W. 27th Ave Maml, FL 33142 Phone (305)633-3781 Fax (305)833-0928 INSURED ALADDIN PLUMBING & CONSTRUCTION CORP. 660 NW 121 St Miami, FL 33168- (788) 234-0638 COVERAGES THE POLICIES Of INSURANCE LISTED HAVE BEEN ANY REQUIREMENT, TERM OR CONDITION OF ANY MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE ISSUED TO iiiiileuRED CONTAACT OR OTHER POLICIES DESCRIBED BEEN REDUCED BY PAID NAMED ABOVE FOR THE POLICY PERIOD DOCUMENT WITH RESPECT TO WHICH HEREIN IS SUBJECT TO ALL THE TERMS, CLAIMS. INDICATED5,10TVETHSTANDING THIS CERTIFICATE MAY BE ISSUED EXCLUSIONS AND CONDITIONS OR OF SUCH INSR AWL TYPE OF INSURANCE POLICY NUMBER re EITECTWIR lAinXVECLI -POUCY MN LIMITS A GENERAL LIAB/UTY Ea CONWIERCIAL GENERAL LIASTUTY GUI 7184.2 1102/2008 11/22/2009 EACH OCCURRENCE 1 000 000 pwr c `• , • a r BEM1188.(81622EMI). 100 000 0• GLANS MADE 0 OCCUR MED EXP (Anyone Rosen) 5 000 PERSONAL S, ADV INJURY 1 000(100 MI 0 GENERAL AGGREGATE 1 000 000 GENL AGGREGATE LIMIT APPUES PER • Pouer D PROJECT' 0 LOC PRODUCTS - COIP/OP AGG 1 000 (OD . El -40 AUTOMOBILE LIABILITY 12 ANY AUTO • Au. OWNED AUTOS , 4 ,-SPer COMBINED SINGLE LIMIT jEa acoldent) • Eloaix ittittRY (Per parsan) 0 SCHEDULED AUTOS 0 HIRED AUTOS 0 mot; OWNED AUTOS • BODILY INJURY (Per midget) PROPERTY DAMAGE "c4dell° AUTO ONLY - EA ACCIDENT GARAGE UABIUTY r-1 Li ANY AUTO 0 • ,..-, u OTHER THAN EA ACC AUTO ONLY AGO EACH OCCURRENCE 0 EXCESS/ UMBRELLA LIABILITY 0 OCCUR 0 CLAIMS MADE 0 neDuCTD3LE o RETENTION $ AGGREGATE II TSPNAlili r-Tk- . WORKERS COMPENSATION AND ENFLOTIVEr LAMM TM ANY PROPRIETOR! PARTNER! EXECUTIVE OFFICER / NEWER EXCLUDED? Mandatory in NH) yes, describe wider S_ AL PROVISIONS elaw PECI d EL EACH ACCIDENT EL. DISEASE - EA EMPLOYEE E.L DISEASE - POLICY LIMN OTHER ,--. DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT! SPECIAL PROVISIONS , RESIDENTIAL AND COMMERCIAL PLUMBING CERTIFICATE HOLDER CITY OF NORTH MIAMI FAX; 305 895 9822 FAX: 305 292 2379 CANCELLATION SHOULD ANY OF Mg ABOVE DESCRMED P EXPIRATION DATE THEREOF, THE ISSUING DAYS WRITTEN NOTICE TOPE THE LEPT, BUT FAILURE TO 00 80 $HA OF ANY KIND UPON THE (NEU ACORD 25(2009/01) OF WORE THE VOR TO MAIL NAMED TO rc TION OR LUIMILITY SENTATIVEG