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WS-13-433 -bl(o I 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 FBC 20YO BUILDING Permit iv0A 134ttZ) PERMIT APPLICATION Master Permit No. .Permit Type: BUILDING ROOFING JOB ADDRESS: an C", (I E- City: Miami Shores County: Miami Dade Zig: 2S(2 g Folio/Parcel#: 11. '?�'��3Cn - ew a — sorb Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): o !�s Phone#: �°�b "l 3 Address: N City: State Zip: -3-3 I3 TenantAxssee Name: Phone#: Email: CONTRACTOR:Company Name: I 1a. W rS Phone#: 04.7M. � AddreS Wr . SkJ City: �NV\ State: Zip: 33 c)6 Qualifier Name: Noc t A�6 2oo�— Phone#: State Certification or Registration#: :5 ?S at, Certificate of Competency#: Contact Phone#: 9,�f -4 as Email Address:t J (a�$^� (OL to ox. t. co v" DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ Square/Linear Footage of Work. Type of Work: ❑Addition ®Alt ration ® w — epair/Replace ❑Demolition Description of ork: Color thru tale: Oa Submittal Fee$ Permit Fee$ G a CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ f) .YT 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 wi not be approved and a reinspection fee will be charged. \Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 17- The foregoing instrument was acknowled ed before me this day of TES,20&,by -AYN^ ��K S"F�p�► day of 20/5,by who is personally known to me or who has produced who is personally knO*nP^Y who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ) ,�r ,, Sign: C�'/�`l✓( l/� Print: ��. ( 1 G"�, !Z l'vd, "P�T��p A�'FI O � Print • ` I t Ci✓tn _ l�_ !i/L Cam______. pa,ar°a �IIl1aY11 Lam, Tomas °pat+�qt My Commission Expires: = sion#DD865129 My Commission Expires: °j, William Rr Thomas p .23 2013 • Commission#DD865129 ° II AnANTI .`ExplreS: MAR.23,2013 BONDED THR C BONDING CO-,INC BONDED THRII A17,ANT%C BONDING CO,INC. ski�sffiskskrarkskiksksksk#�#sxasl�akik�skikskiKrkskskiksksk�srkrkrHsksl�ik�ksksk#axsAasI�Mark�Isrkakrkrksk�ik�f saktlark/Mrkrkak#lsklk�ksk�Iarkskrk�ak�sk�klSsskak#t�xsakskskrk%k��Iaakrk�H+ak %krkakak�kskHrakXtik akaksk APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) -A-r—W\ MIAMI-DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez-Cantera j Property Appraiser Property Information: ' Folio 11-3206-013-4160 Property Address 276 NE 98 ST •�" Owner Name(s) PER JOAKIM S WIJKSTROM&W ANN E WIJKSTROM Mailing Address 276 NE 98 ST MIAMI SHORES FL 33138-2408 Primary Zone 1000 SGL FAMILY-2101-2300 SQ s Use Code 0001 RESIDENTIAL-SINGLE FAMILY Beds/Baths/Half 3/1/2 Floors 2 Living Units 1 Adj.Sq.Footage 2,774 Lot Size 11,500 SQ FT � =° Year Built 1925 A Aerial Photography 2012 Legal Description 1 53 41 6 53 42 .45 AC N MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 3&4 BLK 31 Taxable Value Information: LOT SIZE 100.000 X 115 OR 20643-1205 03 2002 4 Current Previous COC 25820-0434 07 2007 1 Year 2012 2011 Assessment Information: Exemption/Taxable Exemption/Taxable Current Previous Year 2012 2011 County $50,000/$357,299 $50,000/$345,436 Land Value $164,836 $143,336 School Board $25,000/$382,299 $25,000/$370,436 Building Value $250,746 $252,100 city $50,0001$357,299 $50,0001$345,436 Market Value $415,582 $395,436 Regional $50,000/$357,299 $50,000/$345,436 Sale Information: Assessed Value $407,299 $395,436 Date Amount Recording Qualification Code Exemption Information: Book-Page Current Previous 7/2007 $975,000 25820-0434 Sales which are qualified Year 2012 2011 10/2005 $890,000 23872-0886 Sales which are qualified Homestead $25,000 $25,000 9/2004 $0 22685-1409 Sales which are disqualified as a result of examination of the 2nd Homestead $25,000 $25,000 deed Senior $0 $0 3/2002 $0 20643-1205 Sales which are disqualified as a result of examination of the Veteran Disability $0 deed 8/2000 $400,000 19265-3749 Sales which are qualified Civilian Disability $0 $0 8/2000 $0 19265-3747 Sales which are disqualified as Widow(er) $0 $0 a result of examination of the deed Miami Shores Village EIVPD Building Department OCT 0 4 2 13 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 BY: INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 lD BUILDING Permit No.10 S I PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: ` l Lo T P City: Miami Shores p County: Miami Dade Zip: l Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): Address: OD(-P �� qV ST City: State: Tenant/Lessee Name: Phone#: • Email: CONTRACTOR:Company Name: Phone#: 1,� Address: 517C S City: State: �(� Zip: Qualifier Name: D-�Ccl ( Phone#: 1'J-51( � ( C State Certification or Registration#: _ e ca o p enciiy�#: Contact Phone#: Email Address: M 1 C q o C psi � �'1,r 4)C4 01 n 866 W��Yet CQS }7 DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$56-j t�IrG d Square/Linear Footage of Work: Type of Work: DAddition OAlteration UN,,ew ORepair/Replace �9 ❑Demolition Description of Work: `'- C r Color thru tile: Submittal Fee$ Permit Fee$ 7�� ®� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ �Z - . , 4 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature O er or gent Con for 1 The foregoing instrument w acknowledged before me ' e The fore omg instrument was acknowledged before me th/i1s day of ,M3,by by �A I V `0�, day of ,20 by � jJPJ2 C 11119 who is personally known to me or who has produced who is person y known to me ho has produced :7 As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: sign: �f Sign: 1 I Vt(' ]].�� ►l _ Print Print M Commission E """"� YxY poe MICHELLE CHARLEBOIS �. Notary Public-State of Florida My C 0-y MICHELLE CHARLEBOIS Notary Nom" *P My Comm.Expires Feb 1,2015 ' y Public-State of Florida • M Comm. '•:rF p�O�' Comm ss -N^ �, r � sksktlasksk�kHssk�ssk�ssksk*sa say � �` ouBh�nai &�u� A'�ikA'�nRakak�krk�Aaka#aR�k�kak � iI�Of F4 �.�`=kA•� � 0895 flsdask�skskak8a Notary Assn. '"��"` Bonded Through National Notary APPROVED BY C6 ry Assn. � lans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10107)(Revised 06/10/2009)(Revised 3/15/09) ,see AMERICAN: B-.UJ- • : JN- G� ENGINEERS®INC. DE$TQNC a•CONJ "K4&TIO4- 4 APECTION Professional Engineering License #4732 State Licensed Roofing Contractor CCC#0045913 Threshold Inspection License #467 •w • • •• ••• •• State Licensed General Contractor. CGC#0044407 • ••• • • • • •• • • • • • �+ w • November 15,2013 City of Miami Shores Mr.Ismael Naranjo ®v �� Dade Building Official (305)681-5563 10050 Northeast 2nd Ave Miami Shores,FL 33138 Tel. (305)762-4859 Fax(305) 756-8972 RE: Special Inspections for the property located at: 276 NE 98 St,Miami Shores,FL 33138 Permit#WS-3-13-433 Owner: WIJKSTROM,KIM&ANN Dear Mr.Naranjo: As per your request, an inspection of doors and windows at the above referenced property was performed on 10/31/2013, iin/2013,11/14/2013 and 11/15/2013.The following is a summary of our inspection findings on the building: • Wood buck around doors and windows was installed satisfactory as per product approval. froward (954)739-5099 • Installation of doors and windows was found satisfactory as per product approval and Fax: plans submitted to building department. (954)739-5153 In order to avoid any possible misunderstanding,we wish to specifically advise that nothing in this report should be construed, either directly or indirectly, as a guarantee of any portion of the structure.To the best of our knowledge and ability,this report represents an accurate appraisal of the present conditions to the extent reasonable possible. No warranties or representations area intended nor should any be construed. • Should you have any questions or re a any additional information,please do not hesitate contact us. S cerely, tl 'd t, A�t1e ' an Building Engineers n: A Borujerdi,P.E Patin Bch. PE 8553 (561)243-3939 Sp ci "Inspector#467 Corporate Headquarter: 1842 East Oakland Park Boulevard, Fort Lauderdale, Florida 33306 www.abeincusa.com t � Miami Shores Village a e g - Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fag:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 1 FBC 20 BUILDING Permit No.W !' 3 4 0 maim PERMIT APPLICATION it No. Permit Type: BUILDING ING JOB ADDRESS: City: Miami Shores /County: Miami Dade Zip' Folio/Parcelt i I U n(D�I(y Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): 1—i'nD L ic7_I � Phone# 1"'(a-5 3 5CA5 Address: nn S� City: VO`PKYI� State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: )I-)XU35 0CDZ5 Phone#:g5A__n``51 <�0 Address: CGRO_c �`eQ-IL�-►-s)Mp �^w 1 City: Q! `o State: Zip: , I np � �"l Qualifier Name: SC C( y Phone#• 9l State Certification or Registration#• S Ca C ( 51 ( Certificate of Competency#: ((��, t Contact Phone#: `�l ' ' Email Address-.M 1 `� DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ ey l r� Square/Linear Footage of Work: Type of Work: DAddition DAlteration ONew ORepair/Replace ODemolition Description of Work: V r Color thru tile: Submittal Fee$ Permit Fee$ CCF$ COICC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Nonding Company's Name(if applicable) Bonding Company's Address City State ` zip Mortgage Lender's Name(if applicable) ►ai J 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 II� 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..... i 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 ill not be appr ed and a reinspection fee will be charged. l Signature Signature Owner or Age Contractor The fore oin / g instrument was acknowledged before this�,U The foregoing instrument was acknowledged before me NsRtsR q day of ,20 ,by W 1 t i VOA day o -)Z)0_ ,2dZ by M who is perso ally known to me or who has produced who is personally known to me or ho has produced an oath. take an oath. MICHELLE CHA �.��,, HELLE CHARLEB0IS NOTARY P �,� N tary Ptate of Florida N w Public-State of Florida ` Co .•a My Comm.Expires Feb 1,2015 B ASa 'N;9r `PLO:` Commission# E 95 FF��•� Sign: �� Si �" d g ati N a Print: • • Print: T A A My Commission Expires: �� =' (^% c ~#�y Commission Expires: APPROVED BY (/,�) Plans Examiner Zoning Structural Review Clerk (Revised 3/1212012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) since 1986 AMERICAN BUILDING ENGINEERS®INC. DESIGN • CONSTRUCTION • INSPECTION Professional Engineering License #4732 State Licensed Roofing Contractor CCC#0045913 Threshold Inspection License #467 ! State Licensed General Contractor. CGC#0044407 ;"70 November 15,2013 City of Miami Shores wov 2 b 2013 Mr.Ismael Naranjo Dade Building Official 10050 Northeast 2 Ave �� 2nd(305)681-5563 - - Miami Shores,FL 33138 �- Tel. (305) 762-4859 Fax(305)756-8972 RE: Special Inspections for the property located at: 276 NE 98 St,Miami Shores,FL 33138 Permit# WS-3-13-433 Owner: WIJKSTROM,KIM&ANN -zk Dear Mr.Naranjo: As per your request, an inspection of doors and windows at the above referenced property was performed on 10/31/2013, ii/7/2013,11/14/2013 and 11/15/2013.The following is a summary of our inspection findings on the building: • Wood buck around doors and windows was installed satisfactory as per product approval. Broward (954)739-5099 • Installation of doors and windows was found satisfactory as per product approval and Fax: plans submitted to building department. (954)739-5153 In order to avoid any possible misunderstanding,we wish to specifically advise that nothing in this report should be construed, either directly or indirectly, as a guarantee of any portion of the structure.To the best of our knowledge and ability,this report represents an accurate appraisal of the present conditions to the extent reasonable possible. No warranties or representations area intended nor should any be construed. Should you have any questions or require any additional information,please do not hesitate to contact us. Sincerely, American Building Engineers Abe Boru rdi,P.E pi Palm Bch. PE#3855 (561)243-3939 Special Ins ctor#467 Corporate Headquarter: 1842 East Oakland Park Boulevard, Fort Lauderdale, Florida 33306 www.abeincusa.com NOTICE OF COMMENCEMENT A RECORD®COPY MUST BE POSTED ON Tiff JOB SITE AT TIME OF FIRST INSPECTION C F N 2 013 R O ii.R 2 716 OR 8k 28521 Ps 48614 (1ps) RECORDED 03/08/2013 10948.23 PERMIT NO TAX FOLIO NO.I["° 01' —�t/GAO HARVEY RUVIN8 CLERK OF COURT MIAMI-DADE COUNTYr FLORIDA STATE OF FLORIDA: LAST PAGE COUNTY OF MIAMI-DADE: i' THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following Information Is provided in this Notice of Commencement. r Space above reserved for use of recording office E 1.Legal description of prop and streettaddress: ,_ K1 in E7 •� 2.Description of improvement Gw 3.Owner(s)name and address: S 5 • ,a e L [ Interest in property:•t'ML,0 k:� Name and address of fee simple titleholder. 4.Con ctor's n d d phone nu �any) 5.Surety:(Payment bond required by owner from i Name,address and phone number. Amount of bond$ 4 6.Lender's name and address: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes, Name,address and phone number: t 8.In addition to himself,Owners designates the following person(s)to receive a copy of the Lierwr's Notice as provided In Section 713.13(1)(b),Florida Statutes. Name,address and phone number: 4 9.Expiration date of this Notice of Commencement: ` (the expimfion 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 1,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FiRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING Y UR NOTICE OF COMMENCEMENT. Signature(s)of s)or orized Officer/Director/Partner/Manager Prepared By Prepared Ely L✓•t ray Print Name ° Print Name 5'0-7 (� j&f u a-( 4R eX Goyats Trtie(Office Tme/Office C c7 a'z"-t- Cdee-ic., f=/ STATE OF FLORIDA 33-073 l COUNTY OF MIAMI-DADE The foregoing Instrument was acknowledged before me this t Q day of i � 42100 By . �fVyo1 ��i[� J�✓0� ❑� ividually,or as for v Wally(mown,or ❑produced the following type of identifi o Signature of Notary Public: Print Name: �-�� to mac.r /Z•'TZc7c 4,r or s (SEA-) NOTE PUBLIC-STATE OF F7 0JUDA 1"IFICATION PURSUANT TO SECTION 92.525.FLOFfiD STA UTES °•"'° A ° ' °., S�lilliazn R. Thomas Under penalties of perjury,l declare that I have read the foregoing and x+ Co=ilssion#DD86'5129 < .� that the facts stated in It are true,to the best of my knowledge and belief. "°,,., °° Expires: .23,2O1 �.4" cs "of BONDEMMUATLMCBONAINGCO.,INC. 8� �Sigor )'s Authorized Officer/Dif�eetor/1'artnerlManager who signer above Lu By By .F 123A LL 01 ca KI ' F 3 :X14x40 H Miami, Shores,r s �. :if, ' r _ G�f q �; c �� _-__m _j w CQ.t 3 i. yfi y z, g { #' } �y' `ssY"�' ��wgy. ¢.fs,�dt�'{�y3,q�y �• F- ` 'E"? •d•' g •k'3W rf Xbf£#x `4 `s-0t .;,S ' � l�'` /? �^ TaF 8� %.X.g 3::,x��+YB 47.5.rdh.S3 S.A d Q / i �`s?��'ark S 2.0 f —�'�o• ��. SZ d 1 ^{o� f,� ' g aJ i-IS k.a : Di E. n ..F t ® �a® Mark 12 Kitt on w � C� w w " k :t aa: .raw `./ H 63V 5 €. q y� j s. P6 fe Y t� z: F0 33 3A x:y : :` • ----------- t$Vii, 3 �,.an, Ln$�M 3 L x 56 U+ x 7-111-4-,i Mark 13 If CBS... r S1: tc:3.$112 9 1114. 1� jA �. 36. � 01. S2'. r . .a ! Ids. , . Mo 29 .S2.a. s N t. aaa 35 114_ 1 z. . : s u MAN mark,1.7. `f Y. fo l-5, Ma. bwro-Q.-ol WSW twdmo*.f Roof overfill 2 110. ark . ...c ,P. .. dtr•�:a°:'?':3: � �: ... yP..<YG:...r �,..w'r ;dK mktrk Is a a•- . /. (/ c� O � r•. . � 9^ g w Yp Arch si efite 3� qnx w v4. 4 Y. x mak.14 t LI Y. spa ac ea iE:'` •�.� s , Casement 36 zap ; ;' `14: ��a� Bath ry / s nwwt 1 ids x 7: I. 3�`lit ga ,�� ... t writs rooms '�� 0 2 � r. .. oo a 2 c k �!rl.Co ,., u . ... _ ,n ..:..:::.a'" WY??: .G: £ TM HR NOA 12-0321 OZ Mark,2.3 Ola" Al TM +Side-ti e NOS, 12-0208:14 Glass SO Mutt NOS. 12-0221.08 : 4 x .125 (Mark 668) � .� 2010 FLORIDA BUILDING CODE/ASCE 7-10 CATEGORY WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING Engineering Services,;Inc. For Buildings With a Mean Roof Height of 60 Feet or Less 16845.Federal Hwy)781-57,Pompano Beach.ct /CA, (954)7846991 Tel/(954J 781-5708 Fox J tnfo@c5es.com 1 CA $25854 DESIGN PRESSURES FOR INTERIOR ZONES('Zone 41 DESIGN PRESSURES FOR EXTERIOR ZONES('Zone 5"). ULTIMATE WIND SPEED(mph)= 175 Mean Roof Tributary Area(sq.it) Mean Roof Tributary Area(sq.ft) - Height Height EXPOSURE CATEGORY= D (ft) 10 15 20 25 30 35 40 45 50 00 10 15 20 25 30 35 40 45 50 48.6 47.3 46.4 45.7 45.1 44.6 44.2 43.9 43.5 48.6 47.3 46.4 45.7 45.1 44.6 44.2 43.9 43.5 Tables are valid for the followlna cone ons only 15 -52.7 -51.4 -50.5 -49.8 -49.3 -48.8 -48.3 -48.0 -47.6 t 5 -65.1 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 55.6 -54.9 1 Wind Speed,(V,y,3-second gust)- 175 mph 16 49.2 47.9 46.9 46.2 45.6 45.2 44.7 44.4 44.0 16 49.2 47.9 46.9 462 45.6 45.2 44.7 44.4 44.0 2 Risk Category:B(General Residential and Commercial 53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -48.5 -48.2 -65.8 -63.2 -61.4 -60.0 -58.8 -57.8 -57.0 -56.2 -55.5 Construction} 49.7 48.4 47.4 46.7 46.1 45.6 45.2 44.8 44.5 49.7 48.4 47.4 46.7 46.1 45.6 45.2 44.8 44.5 3 Exposure Category D 1 53.9 -52.6 -51.6 -50.9 -50.3 49.8 -49.4 -49.0 -48.7 1 -66.5 -63.9 -62.0 60.6 -59.4 58.4 -57.6 56.8 56.1 4 Topographic Factor OW):1.0(Flat Terrain) 18 50.2 48.9 47.9 47.2 46.6 46.1 45.7 45.3 44.9 18 50.2 48.9 47.9 47.2 46.6 46.1 45.7 45.3 44.9 5 DirectionalityFactor(Kd):0.85 -54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 -67.2 -64.5 -62.7 -61.2 -60.0 -59.0 -58.1 -57.4 -56.7 6 For situations requiring Kd=1.0,multiply the values in 50.6 49.3 48.4 47.6 47.0 46.5 46.1 45.7 45.3 50.6 49.3 48.4 47.6 47.0 46.5 46.1 45.7 45.3 t1r�tables by 1.18.Verify Kd requirements with local 19 -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 19 -67.8 -65.1 -63.3 -61.8 -60.6 -59.6 -58.7 -57.9 -57.2 building official and product approvals before use. 20 51.1 49.8 48.8 48.1 47.5 46.9 46.5 46.1 45.8 20 51.1 49.8 48.8 48.1 47.5 46.9 46.5 46.1 45.8 7 Enclosed Building:Gcpi-0.18 55 -54.1 -53.1 -52.4 -51.8 -50.8 -50.4 -50.1 68.4 65 7 63.8 62.3 61.1 60.1 59.2 -58.4 -57. ComuR an Ertalneer for any other condRiotts 52.0 50.6 49.6 48.9 48.2 4T.7 47.3 46.9 �42 52.0 50.6 49. 48.9 48.2 47.7 47.3 46.9 46.5 56.4 -55.0 -54.0 53.3 -52.6 -52.1 -51.7 -51.3 -69.6 _-66.8 -64.9 -63.4 -62.1 -61.1 -60.2 -59.4 -58.7 Inshucflons 7 51.4 50.4 49.6 49.0 .5 48.0 47.6 .7 51.4 .4 49.6 49.0 48.5 48.0 47.6 4. 1 Tables show the"worst case"design pressures,with any 24 -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 24 -70.6 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 unknown variable at its critical condition. 26 53.5 52.1 51.1 50.3 49.7 49.1 48.7 48.3 47.9 26 53.5 52.1 51.1 50.3 49.7 49.1 48.7 48.3 47.9 2 Tables are valid for any roof slope.For reductions for roof -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 -52.8 -52A -71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60A slopes less than 10 dagraes,consult Engineer for site 28 54.2 52.8 51.7 51.0 50.3 49.8 49.3 48.9 48.5 28 542 52.8 51.7 51.0 50.3 49.8 49.3 48.9 48.5 specific analysis. -58.8 -57.3 -56.3 -55.5 -54.9 -54.4 -53.9 -53.5 -53.1 -72.5 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 3 Calculate the average roof height If average cannot be 54.8 53.4 52.4 51.6 50.9 50.4 49.9 49.5 49.1 54.8 53.4 52.4 51.6 50.9 50.4 49.9 49.5 49.1 determined,use the peak roof height Roundup the roof 30 30 -59.5 -58.0 -57.0 -56.2 -55.6 -55.0 -54.5 -54.1 -53.7 -73.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 be18>n to the next highest table value 32 55.5 54.0 53.0 52.2 51.5 50.9 50.5 50.0 49.7 32 55.5 54.0 53.0 52.2 51.5 50.9 50.5 50.0 49.7 4 Calculate the tributary area(length x height)ofthe opening -60.2 -58.7 -57.7 -56.9 -56.2 -55.6 -55.2 -54.7 -54A -74.3 -71.3 -69.3 -67.6 -66.3 -65.2 -64.3 -63.4 -62.6 in question.Round the tributary area down to the nest 56.0 54.6 53.5 52.7 52.0 51.5 51.0 50.6 50.2 56.0 54.6 53.5 52.7 52.0 51.5 51.0 50.6 50.2 smallest table value.Ifthe tributary area is unknown,use 34 -60.8 -59.3 -58.3 -57.5 -56.8 -56.2 -55.7 -55.3 -54.9 -75.0 -72.1 -70.0 -68.4 -67.0 -65.9 -64.9 -64.1 -63.3 the most critical value(10 square fear). 56.6 55.1 54.1 53.2 52.6 52.0 51.5 51.1 50.7 56.6 55.1 54.1 532 52.6 52.0 51.5 51.1 50.7 5 Area between structural mullions shall be used as tributary 36 -61.4 -59.9 -58.8 -58.0 -57.4 -56.8 -56.3 -55.9 -55.5 -75.8 -72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 -63.9 area 57.1 55.6 54.6 53.7 53.1 52.5 52.0 51.6 51.2 57.1 55.6 54.6 53.7 53.1 52.5 52.0 51.6 51.2 6 Determine the Zone(Interior 4,or Exterior 5)ofthe -62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 -76.5 -73.5 -71.4 -69.7 -68.3 -67.2 -66.2 -65.3 -64.6 opening.An opening with any portion closer than distance 57.6 56.1 55.1 54.2 53.5 53.0 52.5 52.0 51.6 57.6 56.1 55.1 54.2 53.5 53.0 52.5 52.0 51.6 "a"to a budding come shall be considered in an Exterior 40 40 Zone(5),otherwise if ail ofthe opening falls more than -62.5 -61.0 -59.9 -59.1 -58.4 -57.8 -57.3 -56.9 -56.5 -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 distmca"a"from a building comer,the opening shall be 44 58.6 57.1 56.0 55.1 54.4 53.8 53.3 52.9 52.5 44 58.6 57.1 56.0 55.1 54.4 53.8 53.3 52.9 52.5 considered in an Interior Zone(4) -63.6 -62.0 -60.9 -60.1 -59.4 -58.8 -58.3 -57.8 -57.4 -78.5 -75.4 -73.2 -71.5 -70.1 -68.9 -67.9 -67.0 -66.2 48 59.5 57.9 56.8 56.0 55.3 54.7 54.1 53.7 53.3 48 59.5 57.9 56.8 56.0 55.3 54.7 54.1 53.7 53.3 7 Distance-a.-as refered to above,shall be calculated as the -64.5 -63.0 -61.9 -61.0 -60.3 -59.7 -59.2 -58.7 -58.3 -79.7 -76.5 -74.3 -72.6 -71.2 -70.0 -69.0 -68.0 -67.2 smaller of 10%of the minimum building width or 40"0/u of 52 60.3 58.7 57.6 56.7 56.0 55.4 54.9 54.4 54.0 52 60.3 58.7 57.6 56.7 56.0 55.4 54.9 54.4 54.0 height,but not less than 3 feat -65.5 -63.9 -62.7 -61.9 -61.1 -60.5 -60.0 -59.6 -59.1 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 .69.9 -69.0t_-68.2 8 Read the worst case positive and negative design pressures 61.1 59.5 58.4 57.5 56.8 56.1 55.6 55.1 54.7 61.1 59.5 58.4 57.5 56.8 56.1 55.6 55.1 54.7 for-as required by governing bud artmeat ding dop 56 -66 3 -64.7 -63.5 -62.7 -61.9 -61.3 -60.8 -60.3 -59.9 56 -81.8 -78.6 -76.3 -74.6 -73.1 -71.9 -70.8 -69.9 -69.1 61.9 60.2 59.1 58.2 57.4 56.8 56.3 55.8 55.4 61.9 60.2 59.1 58.2 57.4 56.8 56.3 55.8 55.4 60 -67.1 -65.5 -64.3 -63.4 -62.7 -62.1 -61.5 -61.1 -60.6 -82.8 -79.6 -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 General Notes I These tables list allowable pressures(W_j�given as 0.6+WW,,where W,a is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed(Vult)and the variables given herein. Emma T.Mellinger,P.E. 2 These tables are not valid as a site-specific drawing FL P.E.#50049 3 These tables apply to walls and vertical surfaces only. 4 Use of these tables,and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. EL 5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 6 This document is the work and property of Emma T.Mellinger,P.E.,and shall not be reproduced in whole or in part without her express written consent Date: January 29,2013 Not Vaud without Signature and Ralsed Embossed Seal lAi� L�. ,L-- MI i•1 E _ MIAMI-DADB COUNTY ' ~."PRODUCT CONTROL SECTION EPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Stt ct,Rc4m 208 AFFAIRS(PERA) Miami,Florida3 3 1 75-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F tW)315-2599 .NOTICE NCE (NOA) www.miamidede eovtnera/ t✓urote-6 Industries,Inc. 4201 NE 12 Terrace Lauderdale,FL 3 SCOPE: _.. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas-where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Bounty) reserve the right to h ve this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mariner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or,suspend the use of such product or material within their jurisdiction. PERA reserv0 the right . to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,- ESCRIPTxON:Aluminum Outswing Entrance Door-L1YII CUMENT: > Drawing No.W04-01 Rev C,titled Aluminum Outswing Entrance Door", , rou h 5 of 5 dated 01/15/04� g , and last revised on FEB 01 2012,prepared ared b AL- Faroo Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control R i ' =Limita;tions� ty ev sloe s tamp with the ounty Product Control Section. : 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2..Single or double doors may be mulled with approved clipped mullion or sidelites or transom(under separate approvals),*lower design rating shall apply and such installation to be reviewed&-approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product,Control Approved",noted herein. . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#09-0310.05.and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. Ecou►v37r NOA No 12-0208.03 Expiration Date:June 10,2014 Approval Date: May 03,2012 Page 1 Eurotech Industries,Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED 1. Manufacturer's die dm vings-and sections(transferred from file#09-0310.05) 2. Drawing No.-W04-01 Rev C,titled"Aluminum Outswing Entrance Door",sheets 1 through 3 of 5,dated 01/15/04-and last revised on FEB 01,2012,prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad;P.E. B. TESTS (transferred from file#09-4310.05). 1: Test reports on 1)Air Infiltration Test,-per FBC,TAS 202-94 .2).Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94. -3)Water Resistance Test per FBC,TAS•202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-08-2021,08-2022,08-2023 and 08-2024,all dated 03/15/08, signed and sealed by Candido Font,P.E. 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 202 794 4)Forced Entry Test,per FBC 24113.2.1.and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 <' 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-03-1882,08-1889,08-18890 and 08-2024,dated 01/15/04 thru 02109/2004,all signed and sealed by Rafael E.Droz-Seda,P.E.(transferred from file#08-•4507.10) 3. Tensile Test prepared by Hurricane Engineering.&Testing,Test No.HETI-04-TI 00,dtd 01/29/04,tested per ASTM E8-01,signed&sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations,complying with FBC 2010,prepared by Al Farooq Corporation, dated FEB 02,2012,signed and sealed by Javad Ahmad,P.E. 2. Anchor Calculations and.structural analysis,prepared by Al-Farooq Corp.,dated 0428/08 and last revised on 06-02-09,signed and sealed by Arshad Vigar,P.E. (transferred from file# 09-0310.05) 3. Glazing complies w/ASTME-1300-02&-04 D. QUALITY ASSURANCE' 1. Miami Dade Department of Permitting, Environment,and Regulatory Affairs(PERA). E. MATERIAL;CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Sentry Glass 0 Plus",expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours& Co.,Inc.for their"DuPont Butaeite PVB-bftvrhwe ",4xpdring on 12/11/16. F. STATEMENTS ' 1. Statement letter of conform ce to FBC 2010 &no in ncial interest,prepared by Al Farooq Corporation, dated 01/ si ed and d by Javad Ahmad,P.E. t. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. 'Phis NOA revises NOA#09-0310.05, expiring on June 10,2014. 2. Test proposal#07-3527 approved by BCCO. } Ishaq I.Chanda,P.E. Product Control Examiner NOA No 12-0208.03 Expiration Date:June 10,2014 Approval Date: May 03,2012 E-1 (2)ADOL.ANCHORS AT'3°O.C. - 4 V.• - I A7 MTG.STILE ENDS �`^ o j I Ij II I I 42° RED.'FOR WOOD OR 75 3/4` FOR S�M NOA j FRAME WIDTH OD DUCK IN STA.LAMCNS FRAME WIDTH I II RATING 0 DETAILS HEAD/LL DOOR HINGES LY 13°MAX. S°MAX pC 5°MAX. _ SURFACE APPLIED SEE SHEET 2 HEAD/SILL FIEAD/SILL r w 1 ---------- I I HEAD/SILL FALSE MUNTINS FOR QUANTITIES CORNERS CORNERS MAY BE USED &CAPACItt - A 7 0 G II Cam. rY' /II �r E III I✓/ �I p��a�. = =BF===- IF=`__ ==�F= z Fi H SEE SEPARATE NOA jl -f II II -' a / .FOR SIDELITE d I / 11 \ k / AC�jIVE II 1 ACf�VE IN-AcpjfNE - . t� m Lgp,F• RATING AND DETAILS II 1 / LEW�F LEAF' II U !_ ,. =--•Fri- �I 1 -- -Tr B it si . OSEE SHEET HINGES p Z o Of FOR QUANTITIES m MIAM-OAOE CWNIY jig CS m p ,p CAPACITY 31 3 4'. iv � S' EER�3ACRATE NOA 29° 29° \�¢ � WNd•ri n D.L. OPG. D.L OPG. $ O n ALUMINUM OUTSWING ENTRANCE DOOR LEAF WIDTH LEAF vnDTH LEAF N7DTH TYPIC�I _y APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF ORS, E LEVATIONS ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SID �Q!lBtW i1�Vi�Fo USING MIAMI-DADE COUNTY APPROVED-MULLIONS IN BETWEEN. o � PMMtls o ALSO SINGLE AND DOUBLE DOORS W17H OR WITHOUT SIOELITES IN �M��n.12^d20F5 c3 � COMBINATION WITH-TRANSOMS USING MIAMI-DADE COUNTY APPROVED �Nyk/�Ras.11MN 4 o '2, b MULLION IN BETWEEN. LOWER.DESIGN-PRESSURES FROM DOOR. SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. - - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY a m v HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. ,uvAn ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCHORS SHUTTERS ARE NOT REQUIRED. FLA.pip 7pygg I " EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C.A.N. $38 � ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �'� drawing ;no. CO ER INTO INCLUDING BUT NOT LINKED TO STEEL/METAL SCREWS,THAT W04 '011 COME INTO CONTACT WITH OTHER DISSIMILAR SECTION MATERIALS SHALL MEET THE ' REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. � � sheet 1 oT 5 � ' f ' t . 17tiM B' PART M READ. DESCRIPTION MATERIAL MANF./SUPPLTER/REMAR= p �P . t ER008. AS REDD. DOOR FRAME 6063-Tfi 7` o 2 ER012 AS*REQD. DOOR LEAF 6063-TB - - 3 VZI566 1/LEAF DOOR BASE BOARD 8063-T6. - Z 4 'VZ-1483 1/DOOR FRAME SILL 6063-T6 5 - I/DOOR SILL BASE 6063-T6• Cl 1 6 VZ-1481 AS READ. ASTRAGAL STILE _ 6063-T6 _ 62 0. / Z 7 VZ-1535 4/LEAF GLAZING BEAD 6063-T6 0 U 8 2801 AS REOD. GLAZING GASKET EPDM OUROMETER 751:5 SHORE A IL LOOT/50 1/CORNER CORNER KEY ALUMINtM MONTICELLO f11 00600% 4/LEAF HINGES ALUMINUM• GLESSE 12 810 X 3/6" 4/HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS � aQ. AS REQD. BULB W'STRIPPWG 14 810 x 2° AS REOD. ASSEMBLY SCREWS - Fw SELF DRLUNO Ib 812 X 1-1l4 - FRAME ASSEMBLY SCREWS - sus .LLZNSg . DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN.LOAD-CAPACITY - PSF '3/18°HEAT STREMO GLASS 3/15"HEAT SiREN'0 GLASS *SINGLE(X)DOORS SINGLE (X) DOORS DOUBLE (XX) DOORS DOOR SIZE . GLASS TYPE'A' DOOR SIZE- .GIA33,TYPE 'B' DOOR SIZE GLASS TYPE'A'OR'B' .090"INTERLAYER .100°1FNTERIAYER 8 :. WIDTH HEIGHT EXT.(+) INT. (-) T2/6 EXT. (+} wT.(-) WIDTH HEIGHT EXT. (+) TNT.(-) BUTACITE PV8 BY'DUPONT' SENTRYGYAS BY*DUPONT' Z 2/6 75.0 85.0 100.0 140.0 5/0 75.0 75.0 3/16°HEAT STRENb GLASS 3/16°HEAT STREM'D CLASS 0 3/0 8/8 75.0 85.0 100.0 140.0 6/4 8J8 75.0 75.0 W W M 3/6 75.0 85.0 100.0 140.0 5/0 75.0 75.0 U U F 2/6 75.0 85.0 2/6 to0.0 140.0 8/4 7/0 75.0 75.0 pp.. `' ''. 3/O 7/0 75.0' 85.0. 3/0 7/0 100.0 140.0 5/0 - 75.0 75.0 SILICONE F :3 GE SCS 2800 SILICONE 78.0 85.0 3/3 IDO.0 140.0 6/4 8J7 75.0 75.0 m m CE SCS 25M 2/8 75.0 88.0 Zs m • SILGLAZE U SILGLAZE 8 .0 N ; ' 2/6 100.0 140.0 LOADS SHOWN ABOVE ARE FOR j:L. 3/0 8/0 75.0 85.0 3/D 6/0 100.0 140.0 INSTALLATIONS WHERE WATER INFILTRATION 8 3/6 75.0 8s.0 3/3 100.0 140.0 RESISTANCE IS NOT REQUIRED. I I: M !! 5 ck.- LIMR EVMCR(+)LOADS TO 4a PSF 1, ! II!i 0 Z H DOORS APPROVED FOR iNSTAUATXINS DOORS APPROVED FOR INSTALLATIONS FOR INSTALLATIONS WHERE WATER L ii ( ' ... WHERE WATER wFLTRATION RESISTANCE WHERE WATER INFILTRATION RESISTANCE INFILTRATION RESISTANCE IS REQUIRED. ! !' ,-! IS REQUIRED. IS REOUIfMED. k' LOCKS SINGLE DOORS LOCKS SINGLE DOORS: LOCKS DOUBLE•DOORS: 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE MANUALLY OPERATED CONCEALED FLUSH BOLTS AT ACTIVE LEAS: GLASS TYPE 'A'. GLASS TYPE 'B' 36"FROM BOTTOM,KEY OPERATED ON TOP AND BOTTOM OF ACTIVE LEAF PART 802161 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT paMVylUC[uvaxo EXTERIOR AND THUMB TURN ON INTERIOR. ATTACHED WITH(4)810 X 1-1/21 sMs. TOP AND BOTTOM OF ACTIVE LEAF PART 802181 ZING OPTIONS ,. *%ywAbtts�b STRIKE PLATE 3 POINT*LOCK SYSTEM AT ACTIVE LOCK STILE ATTACHED WITH(4)88 X 1-1/2"SMS. 1-1/4°X 1/4"X 18-I/4°LONG 38"FROM BOTTOM•KEY OPERATED ON EXTERIOR As ]'M l2^OPO •v,3• °- r ATTACHED WITH (2) 88 X 3/4"SMS AND THUMB TURN ON INTERIOR. 3 POINT LOCK SYSTEM AT ACTIVE I,=+STILE kyhylplor MM� qq 38°FROM BOTTOM,KEY OPERATED ON EXTERIOR STRIKE PLATE f AND-THUMB-TURN ON INTERIOR. IINGES SINGLE DOOR t-t/4°x t/4'x 16-1/4"LONG TWO-HANDED COMB HING ATTACHED WITH(2)88 X 3/4°SMS INACTIVE LEAF NOTE: - EXTRUDED ALUMINUM BRIDGE 2 GLASS CAPACITIES ON THIS SHEET ARE BY'GIESSE' HING- SINGLE DOORS• MANUALLY OPERATED CONCEALED FLUSH BOLTS AT (5)PER LEAF TOP AND BOTTOM OF INACTIVE LEAF PART 802168 'BASED ON ASTM E1300-04 (3 SEC. GUSTS) °° =`Y'• AT 6", 12',35°, 63-1/2°AND TWO-HANDED COMB HING ATTACHED WITH(4)88 x 1-1/2°SMS. AND FLORIDA BUILDING COMMISSION 92-1/2"FROM Top of DOOR EXTRUDED ALUMINUM BRIDGE 2 DECLARATORY STATEMENT DCA05-DEC-219 BY'GIESSE' BINGES DOUBLE DOORS; (7) PER LEAF AT 7/0 AND 8/0 DOORS TWO-HANDED COMB HWG J ' AT 3",9°AND 26-3/8'FROM '.. TOP AND BOTTOM,ONE AT MIDSPAN EXTRUDED ALUMINUM BRIDGE 2 Engn.AVAD AIM • •u 13 (6)PER LEAF AT 6/8 DOORS BY'GIESSE' CIVIC - S m AT 3",9'AND 26-3/8'FROM - (5)PER LEAF CAN•3330 922 o n TOP AND BOTTOM AT V. 12".357, 63-1/2"AND h 92-1/2'FROM TOP OF DOOR !, Nig NOTE.TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. `GU i • t .+, 1III TYPICAL ANCHORS .. - U7 ....�•' WOOD BUCCK SERE ELEVATIONS TYPICAL �� " o SEEOE SPACING TYPICAL ANCHORS FOR SPACING SEE ELEVATIONS 3 _ FOR SPACING STRUCTURE zo i.. .•. _ .". ..d EDGE D $ o EDGE DIST. ' a ❑ ° V o vi 0 1 0U40 TYPICAL a 13 ACCESS HOLES SE EV�TIONnS WITH PLUGS FOR SPACING I ' as � 1 I SEE SEPARATE NOA i 2 �t Tti FOR TRANSOM WOOD BUCKS AND METAL STRUCTURE NOT BY EUgOTECH 5€z' . RA AND DETAILS MUST SUSTAIN•LOADS IMPOSED BY GLAZING'SYSTEM AND n i I TRANSFER THEM TO THE BUILDING STRUCTURE. u -- TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q �?} IC------6 --- 1/4' DIA. ULTRACON LEY 'EI CO' (F.-in K%Fy=155 KSI) Y (U w M i INTO 2BY WOOD BUCKS OR WOOD STRUCTURES p O Ii i 1-3/8" MIN. PENETRATION INTO WOOD d a' 4__ _ _i, THRU 113Y BUCKS INTO CONC. OR MASONRY n� 1=1/4' MIN. EMBED INTO CONC. OR MASONRY 'Z ?N 0 a DIRECTLY INTO CONC. OR MASONRY _ z � �MWMI-pADE COUNTY � O APPROVED MULLION .1-1/4" MIN. EMBED INTO CONIC. OR MASONRY Z I SEE SEPARATE NOA .! TYPICAL ANCHORS (GRADE 2 CRS) X S Ii 13 SEE ELEV.FOR SPACING INTO MIAMI-DADE COUNTY APPROVED MUL(JQNS I¢ Ld a INTO METAL STRUCTURES O ! STEEL : 1/8'THK. MIN. (Fy = 36 KSI MIN.) ! ALUMINUM : 1/8"THK. MIN. (8063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ; Iii !i g TYPICAL EDGE DISTANT: R !i! INTO CONCRETE AND MASONRY'= 2-1/2" MIN. c 8} INTO WOOD STRUCTURE - 1" MIN.. `o 3'Ill*X 1f2"SMS I'I: 1� QewNk NleeiiM ' 3°FROM ENDS q� INTO METAL STRUCTURE = 3/4" MIN. AND 10".O.C.MAX � CONCRETE AT HEAD, SILL OR JAMBS Pc 300D-PSI MIN. (4)#12 X 1"SMS C-80 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. c .. 2 © AT CENTER MAX. SEALANTS: c$m 13 ALL FRAME AND LEAF.CORNERS ANO JOINTS SEALED WITH ` REDO.AT ADSEL OR TEKNA 50728 SEALANTS. 5 eLE(xx) DOORS 13 ONLY Engrt JAY�AMOLAFiMAD RE Q_Y 3 'a EDG$•IS • J, 1 a4 e v. : " :• + ii +$ TYPIGIL ANCHORS Q 1 ZOiZ W04 1 3 ofp5 SEE ELEV.FOR SPACNNG .. ' a ' a I/a°MAX. SHIM SPACE 1/4"MAX. 1/4'MAX.-. SHIM F at SHIM •' © MS�TURE o f (2)JS X 3/4" SMS ea TYPICAL ANCHORS OR WOOD a 0 ACTIVE LEAF FOR SPACING WOOD RU 0 n V 0. , . r. 13 13- p _ Ogao.g TYPICAL ANCHORS 0 t �gj SEE ELEV. •. .9 Q :1 FOR SPACING 12 to EXTERIOR. . 11 2 7. 13 MICAL ANCHORS D.L.OPG.. SEE ELEV. 5 FOR SPACWG ,-I••' LEAF WIDTH Z FRAME WIDTH tbYi A W W �UM.. SINGLE DOOR MIAMI-DARE COUNTY APPROVED MULLION O w Z m SEE SEPARATE NOA - O 1/4.MAX. z ZZ •- gI I t 11y 0------------- - ° ; WOW BUCK SEE SEPARATE Non IVE LEAF N FOR SIDEI.RE p i 1 IN-ACTIVE LEAF �+RATING AND DETAILS 6 18 Q TYPICAL ANCHORS O •r .• SEE'ELE.O.LO. FOSPACING p EXTERIOR (2)"@a x 3/4 D.L.OPG. i: '•-.'.:v . Stds ' .LEAF WIDTH LEAF WIDTH *a- 04.4 FRAME WIDTH IIOUBLE DOOR Ervg'JAVAD ARMAD q m FUQDUCTIWVWAD i kmft OWN �sFTalii� F C C 353a�2` o � -0'28 •Oj � - 8 � �° •1 ZOt2 � ;1>0. ' W04-01 • >,n�L aoa s i 3.937 - 14 - rr 470 ` o 1 1 n to Z 1.615 l�l 1.634 z.fiss / 0 q 2 4 1 If I k-1.772-d Q. O DOOR FRAME --1.771 .� I• I o�jgQQ , 3.673 2.830 2A19 2A19 o. 1.024 v 'U 82.047 FRAME TOP GORN� p ? :. O DOOR LEAF ° W W —1.772-1 M„ Z m Z 3.177 2.921 m 1.638-1 O DOOR BASE BOARD :. .136—I� --2.402 I r m-xTI• 1 o 0 .089' i 417. 1.784 .063 1,808 - AsM,pMwR tM: -dam .05 : 571 FRAME 80'[]'OM CORNER fn m m ji 17K�+ 1•��N.1R C CTY�^ O O ry TM-1.772J .744 o S91 LEAF CORNERS <m o O FRAME SILL O ASTRAGAL STILE g 2.000-1 nqr JA AD AWMA,D ,� v 2.000-1 1.000 FIA.PEA}70592', O I I O.a9..5as9, 1.0001_=J .094 .848 � 1•p 8. •' ! a ti` �. 1.201 a ng 'no. W04-01 O SILL BASE O GLAZING BEAD •I meet ot:e Florida Building Code Online http://www.floridabuflding.o&pr/pLappistaspx is 01daNp"t-f BCIS Home Log In User Registration Hot Topics Submit Surcharge # stats&Facts Publications FBC Staff SCIS Ste Map LUZ Search 'usines Product Approval )rofessi k-2 1 0 USER:Public User Regulation Product Approval Menu> >Application List ................ ......... Search Criteria Refine Search Code Version 'r- 2010FLO 1613:2::�' Application Type —&T--rroduct manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assiurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL SeW-cl Reg.lt.- ppllcatlons E FL# -j�fft ""giacturer Validated By Status FL16132 New T AMIndows LLC Keith E.Lorinos,PE Approved ory7 Windows (561)247-0135 u u tegory.Casement R.Apptovals by DBPR shall be reviewed and ratified by the Poc and/or the Commission Wnecessary. Contact U ::1940 North Monroe Street,Tallahassee Fl-32399 Phone:850-487-182 The.State of Florida is an AAJEEO employer.Copyriaht 2007-2010 State of Florida.::Privacy Statement::Accessibly Statement Refund Statement Under Florida law,email addresses are public records.IF you do not want your e-mall address released In response to a public-records request,do not send electronic Mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(l),Florida Statutes,effective October 1,2012,licensees kensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalis provided maybe used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S,please click beM. Product Approval Accepts: El Fa R R E A P VTJ ( 0 ( � 1 r 1 1 Of 1 3/3/2013 1:50 PM Florida Building Code.Online http://www.floridabuilding.org/pr/pr app_dtIzVx?param=wGEV... 0 3�mmte SCIS Home i Log rn ` User RegMratbn j Hot Topics ` Submt Surcharge Stats&Facts Pubiimtbns j FBC Staff ( BCIS Ste Map j M1Utm i Search 3USIn S s ,. 5 CQessi ( Product Approval I Lt J ;USER:Publb User Regulation sQ!I, i! I!II 110! Product Approval Menu>Product or App9catbn Search>AwkaWn Lkt> a0 .. ,< FL# FL 32 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach,FL 33069 (954)781-4430 smetzger@trnwindow.com Authorized Signature Frank Bennardo frank @engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .f Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed -Frank L.Bennardo;P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Keith E.Lorinos,PE Validation Checklist-Hardcopy Received Certificate of Independence FL16132 RO COI Financial.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code 1 of 2 3/3/2013 1:51 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dflispx?param--wGEV.. T 1 ri. _.�.:.`a.:.,. i�.::r3w,C .:'-_!,,,'er�'%->'� _'- 3Fr A,�¢'..,,,_ a. ,.:.: r. .. _.rvr.�r n, .,. .r .„> .. ... •sk'"�,�' . .ire:. �^;N ... ��", r .- .... �.. ..,. Product Approval Method Method 1 Option D Date Submitted 12/21/2012 Date Validated 12/21/2012 Date Pending FBC Approval 12/26/2012 Date Approved . 02/04/2013 ry of cts FL# Model,Number or Name . Description 16132.1 Series 525 Casement Window Aluminum Casement Window Large and Small Missile Impact Limits of Use Installation Instructions Approved for use in HVHZ:Yes L-- FL16132 RO II Dwo.pdf Approved for use outside HVHZ:Yes a/" Verified By: Frank L.Bennardo P.E.PE-0046549 Impact Resistant:Yes I> Created by Independent Third Party:Yes Design Pressure:+70/-75✓ Evaluation Reports Other: FL16132 RO AE Eval.Ddf Created by Independent Third Party:Yes Bads Next Contact Us::1940 North Monroe Street,Tallahassee FL 3239'9 Phone:850-487-1824 The State of Florida is an AA/ECO employer.Cep of Flerkla.::Privacy Statement::Accessibli tv Statement::13e and crateme�t under Florida law,email addresses are public records..If you do not want your e-mall address released in response to a pubdk-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees lensed under Chapter 455,F.S.must provide the Department with an email address rtheY have one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click bam. Product ApprovalAorepts: 2 of 2 3/3/2013 1:51 PM i s.. FL16132 RO 11 Dwg.pdf http://www.floridabuilding.org/upload/PR_Instl. °3�_RO II_Dw .pdf - - - TM WINDOW & DOOR. .r ...... F Rtm.P.P SERIES 525 ALUMINUM CASEMENT WINDOW ' . �STgWOF LARGE AND SMALL MISSILE IMPACT RESISTANT %�s' �QRrua�,• z r! W w Crow" W� zgg9 z� tmwg W �s awi GENERAL NOTES :+a 4 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201 J 202/203&ASTM E2300-09 STANDARDS. 2. NO 33-1J3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM:WIND .U.1 LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. J 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 3OB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL Be DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE 2010 FLORIDA 333ttt BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE 8 OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS O tttsss STATED HEREIN. 0 d o 3r !y 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. < er FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR yy g? REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION WITH THIS DOCUMENT. S. PERMIT HOLDER SMALL VERIFY THE ADEQUACY OF THE VaST1NG STRUCTURE TO WITHSTAND ^ '< SUPERIMPOSED LOADS.WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. `, '•' 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER 0 R U SEPARATE CERTIFICATION. a V �• 7. ALL EXTRUSIONS SHALL BE fi063 Y6 ALUMINUM ALLAY,UNLESS NOTED OTHERWISE. TTTCCC 8. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED 14 N' WITH SILICONE. 9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10.ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11.E.I.DUPONT DE NEMOURS&CO.,INC.-BUTACITE PVB INTERLAYER N.OARA 11-1118.03 12.SOLUTTA,INC.-SAFLEX PVB INIERL.AYER N.O.A.10 114102.11 13.APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY g a RESTRICTIONS . 8 AMERICAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 1213.01-12 12-TMW-b7 SCALE, ens r,.: 03 COVER Se�ET FL#16132.1 1 of 8 3/3/20;13 1:52 PM FL16132 RO II Dwg.pdf http://www.floridabuilding.org/upload/PR_Instl_ 132_RQ_II Dw .pdf i 8 1(4"MAX. 81!4"MAX. . r FOR ANCHORS , 'FORANCHORS t' '°•• No,Q 2 TYPE°$° TYPE"B° 16 O 1/2'N MAX 6°MAX FROM 16 LR"MAX. 6'MAX FROM is FOR ANCHORS ANY JgENT qR FOR ANCHORS ANY IOtN'I OR . o: rgrgQ� _ TYPE-A',"C',`D' CORNER(IYP.J TYPE "C°.'O° CORNER(TYPJ i MAX FlLOM +- N F'' �D ANY JOINT OR 6'MAX FROM CORNER(TYP-J. -- - _ _ 'O�r�i�/0`iA�.GQ1 •°i — . I — ANrtorNroR ! , CORNER RYPJ SURFACE FALSE NWdPTiUENS --JI- 3� S ALSOPTINOnNS - 'I ii LWU iEJ SiSi iJ OPRONAL '-' �- W r�l �( N "f t SEE SEPARATE E I I APPROVAL FOR : 3 ALUMIdUM f '-" y�:r 0 MULLION IF kw. -7 F I << � , ! - -- _ O CONTIGUOUS WINDOWS �J T�-•-•"� —OGO.— ALLOWTTF rl FRAME WIDTH }--^-FRAME WIDTH ALUMINUM MULLION z. TYPICAL ELEVATION IS USED d� b.LO.WIDTH-WINDOW WIDTH-4 TYPICAL•ELEVATION - MULTIPLE WINDOW INSTALLATION D.L.O.LENGTH w WINDOW LENGTH-4 W Q {{{yyy D.LO.WIDTH-WINDOW WIDTH-4 W s D.LO.LENGTH a WINDOW LENGTH-4 3T,` Z: u• s� tea. . . 12-TMW-07 wAim Km 103 PA ' cnvFRSxESr FL #16132.1 5 3/3/26131:52 PM 2of8 FL16132 RO H Dwg.pdf http:7/www.floridabuilding.orglupload/PR Instl_DocsNI,1.6-1.3,2 R0 I Dw pdf — — — W. EXISTING HOST P�4, 4 :.e. STRUCTURE METAL STRUCTURES(STEEL OR D sa ALUM.118•MIN,THICK) SEE MULLION APPROVALS FOR STEEL:FY=36 KSI MIN. ANCHORS PER ANCHOR MULLION TYPE AND SIZE 28Y WOOD BuaE . — ALUMINUM:6063-75 MIN, SCHEDULE.SEE TYPICAL _ GE L5T ,p ELEVATION FOR SPACING tw Uri DUST'- �.w ' .._ EDGE DIST . pR <•, lx OR 2X WOOD t .. BUCK OPTIONAL). I....... .. Q A NOT BY T.M. �- •,�•��aT e ,,sM p • �' 114°MAX SFRM 1/4'MAX SHIM 1/4'MAX SHIM 1/4'MAX SHIM •• ? 'U 6 ANCHOR PSCHEDULE. Z z '16:1,1 Q G 5 SEE TYPICAL ANCHORS PER ANCHORS PER tttn� t i7 a ppp, ELEVATION ON ANCHOR SCHEDULE. U.0 9 ' ANCHOR SCHEDULE.SHEET G FOR SEE TYPICAL SPACING ELEVATION N SHEET ELEVATION ON w 2/8 FOR SPACING SHEET'"FOR 3 2 1 1 1 \(D SPACING 4 3 7 r B 13 J TYPICAL.ANCHORS: SEE ELEV.ON PAGE 2/8&ANCHOR O WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS, CHARTS FOR SPACING&QUANTITY,!; MUST SUSTAIN.LOADS IMPOSED BY GLAZING SYSTEM AND e Q O PL a TRANSFER THEM TO THE BUILDING STRUCTURE. TYPE'A'-1/4'DI&ULTRACON 8Y'ELCO'CFU=177 KST, 155 KSI) 0 Q Q THRU 1BY INTO CONCRETE(2846 PSI MIN)OR GROUT &� zill FILLED BLOCK(ASTM C90) •; Q d 1-3/4'MIN.EMBED INTO CONCRETE OR GROUT FILLET} 9 BLOCK. " 8 13 TYPE'S'-Az4°-VIA.ULTRACON BY'ELCO'(FU=177 KSI, FY=155 KSI) z ...._..............._ .... y-.T 7 INTO 25Y WOOD SUCKS OR WOOD STRUCTURES 3 I (SYPR2 G=0.55 MIN) • Z-1/2'MIN.PENETRATION INTO WOOD . 2 11 TYPE'C-114-2D DIA.SHEET METAL StATM(GRADE 5 g MIN)(FU-120 KSI,PY-90 KSI) INTO METAL STRUCTURES(S PINCHES PASS THE - 5 THREAD PLANE MIN.)STEEL.:W THK.MIN. SEAL SCREW HEADS (Fy=36 KSI MIN) w 6 SEAL SEALANT ALUMINUM:118'THIC.MIN.(6063-TS MIN) ¢ . (TYP.) e 517>:l.W CONTACT WITH ALUMINUM TO BE PLATED - 1/4'MAX SHIM OR PAINTED) 1x OR 2x WOOD BUCK '. COPTIONAQ,NOT BY T.M. TYPE'D'-8116^DM ULTRACON 8Y'ELCO'(FU-177 KSI, F.,-155 KSI) INTO 2BY W0013 BUCKS OR WOOD STRUCTURES (SYPC2 G-0.55 MIN) \ I-112'MIN.PENETRATION INTO WOOD TYPICAL EDGE DISTANCE , FJOSTING H057 INTO CDNCRETEjGROUT FILLED BLOCK-2-1/2'MIN- 12 4M., `7 STRUCTURE INTO WOOD STRUCTURE=1'MIN.(FORTYPE'B') wAuu re 03 INTO WOOD STRUCTURE o I%'MIN.(FOR TYPE*D) INTO METAL STRUCTURE_%4'MIN. carER sTT�eT' i TYPICAL SECTION #16132.1 :8 6'=1'-0' PERT SECT _ FL 3 of 8 3/3/2013 1:52 PM FL16132 RO 11 Dwg.pdf h4://www.f loridabuilding.org/upload/PR_lnstl,,VJ _ O il DwA.pdf T_ ANCHORS PER ANCHOR SCHEDULE.SEE TYPICAL ELEVATION ON SHEET 218 FOR SPACING SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE, ANCHORS PER ANCHOR SCHEDULE.SEE TYPICAL ELEVATION ON SHEET ZIS FOR SPACING BED OF �h SEALANTS 4 of 8 METAL STRUCTURES(STEEL OR ALUM.118'MIN.THICK) STEEL:ry-36 KSI MIN. ALUMINUM;6063-TS MIN, JV4'MAX SHIM 113YOR28Y :V4' SHIM INTERIOR _jljf :WOOD BUCK. 7 3 3 ANCHORS PER ANCHOR SMD UL SE F. 6 TYPICAL ELEVATION ON SHEET 2A FOR SPACING, D.L.O. —FRAME WIDTH FEE WIDTH EXTERIOR r2-)TYPICAL SECTION HORIZ SECT (_3" OPTION*AL JAMB CONDITION 4 6'-V-0* HORIZ SECT L fr ! 'p 14 1/4'MAX SHIM lx OR 2x WOOD BUCK(OPTIONAL) L BED w uj C PC ANCHORS PER ANCHOR z 9 SCHEDULE.SEE TYPICAL L9 Lib ELEVATION ON SHEET WS FOR SPACING ING HoSr STRUCTURE SCHEDULEC"AF SCHEDULE "B" 0 ag�tj 0 df zj 0 Z ilia'J.I.. plr�� 12-TMW-b7 $CALM ws ".I V. cmR='07 FL #16132.1 3/3/20-1113 1:52 PM rR%r= MGM 591_QNLQAVCWACnY pMw WD7H CaLAW rYM Ml (-)PZFI(-)PA.F4(-) JGLASS TYPE M2 F.SJ-'.(-)PW, GLASS TYPE C-)P.SX- M 0 P.CF 2r 70 75 70 7# -awyl 70 70 75 75 ?tt_ 70 78 76_ 70 ?* 75 75 —7i- RGLA. m 70 70 70 76 70 IT— 7-0 73 4r* -sw - 70 '0 'M 75, ro I. m 70 '0 75 70 7H 3v M 70 75 70 76 70 %76M 76 !2. 70 TO 70 m 67 7-0 R . ..... ....70 70 75 76 70 70, 75 76 . --.. -4 74' 2'r 70 75 70 75 70 70 75 75 '0 70 70 3F_ 70 70 70 10 2c FL m 75 I 70 1 n W_ 1 70 -w- 70 AJ 44��E! FL16132_R0_II Dwg.pdf http://www.floridabuRding.org/upload/PR. Instl Docs/,�•�' '1° °.g0 J1 Dw .pdf o. .•mac ;vim. ' 19 ITS DUAL ARM OPERATOR 0.750 _.. _ MULTIPOINT LOCKING HANDLE yam' PART S DESCRIPTION PARTS DESCRIPTION a 011106030 LISDUALARMOPERATORLH PO-23D1 LUMULTII' WL0004GHMDLE 38.834•.-.—..._--.. ATTACHMENT ANCHORS. '�F�;.cZO �n LOCK HANDLE ATTACHED WITH(2)530-24 x%"PFD tP�� j tO PHILLIPS ZINC,B-POINT,MS SCREW.' 9, ® �y, LOCK BAR ATTACHED WITH(2)Sex 3%,FH PHILLIPS.S5�°°�too° �M 4' TEKS SCREW. LOCKPIN STRIKER ATTACHED WITH S10 x%'FH, W ' @L UNDERCUT PHILLIPS HEAD,B-POINT,SS SCREWS. Z APPLIED qq� A GASKET W ROUND � ..,,• [ 0.446 0775 '. ATTACHMENT ANCHORS: rMaearcoxrome 0.867 1 FRAME SILL ATTACHED WITH(2)S10X 518'PHILLIPS SS,UNDERCUT,SMS.ARM OPERATOR TRACK ATTACHED WITH(3)Sex 3/4'PHILLIPS FH,SS,SMS SCREWS. P1VOT ARM ATTACHED WITH(3)S9x 3/4'PHILLIPS FH, SS,SMS SCREWS. O O L SHAPE STUD BRACKET PART# DESCRIPTON " g OF•10226 LSHAPE RUD BRACKET LH ......_.. TRACK SET HOLE ® 2 .. 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QOAR o'a. c naroov�rxon� Product i Evaluation: December 21,2072 Application Number FL#.16132.7' FLB Project Number: 12:TMW-07 Product Manufacturer: TM W.ttMndpws, LLC Manufacturer Address! 607 N.W. 12th Ave. Pompano Beach, Florida 33060 Product Name&Description: Series 526 Casement Window Large&Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and.Professional Regulatloo(Flerlda Building 0 rrimission).Rule Chapter 9N- 005, F.A.0<, for statewide acceptance per Method 7(d), The product.noted above has been tested and/or evaluated as summarized herein to showcumphance with the 201b Florida.Building Code and-is, for the purpose intended,at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Cade modificatis as or revisions. Substantfating at PRODUCT EVALUATION DOCU g.NTS FLB drawing#1 2-TMW 07 Wed'Series 525 Casement WIndoV,sheets I-%prepared by Engineering Express,signed&sealed by Frank L.Bennardo, RE Is an Integral part of this.Evaluation Report, • LEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report#7213.01-12 by-American Test Lab of South Florida(ATL). Large missile impact resistance and cyclic:loading performance have been bested in accordance with TAS 201 &203 test standards per test report(s)#1213.01-12 by Arneri6an•Test Lab of South Florida(ATL), s JC E 1N8 R1N C CUL&T_1OhI Structural engineering calculations have been:prepared-which evaluate the product based can comlparatl and/or rational Rack ..: , 4 al Id qr analysis to qualify the following design criteria: es thro 1, Anchor Spacing 2. Maximum Allowable SizePressure Combil ation$ 3. Class Capacity 4. Anchor Capacity lF^r�n eanar #PE aN6 No 33%Increase in allowable stress has been used In the design of each product lerrrsergleoerr+ The following are approved for use.in the I-.VHZ as specified in titer corresponding NOAs. i 160 SW .12 Aveu.UE #k 10-6 Dr=ERFIE O.R�Acm, FL 33442 PtfoPe€: 954-354-0660 t:AX' 054-354-0443 www,ENGEX'P.COM 1 of 2 3/3/2013 1:53 PM FL16132 RO AE Eval.pdf httl://www.floridabuilding.org/upload/PR Tech—Docs/FL16132 &.. t k ENGINEERING TM Window,LLC.-Series 525 Casement Window(LM1&SMI). Wage 2 oft • DuPont Saflex Interlayer(NOA#11-1102.11) • . DuPont PV8 Interlayer(NOA#11-1118.03) Impact Resistance.-. Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed'test reports,and is accounted for In the engineering design of this product. Wind Load Desistance Each product has been designed to resist wind loads as indicated in the design schedule(s)omits respective Product Evaluation Document(i.e.engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document(i.e.engineering drawing),along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document(i.e,engineering drawing). Limitations & Conditions of Use; Use of each-product shall be in strict accordance with Its respective Product Evaluation Document(i.e. engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and.shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination,and other such damage at all times. S Each product has been designed for use within the High Velocity Hurricane Zone(HVHZ). 's s 160 SW 12T" AvENuE #106 DEERFrELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 9S4-354-0443 WWW.ENGL-XP.COM 2 of 2 3/3/2013 1:53 PM MMAMI•DADE / .v ' ,��", �� l �< � C �� MIAMI-DADi COUNTY P=T CIDNTAOLSECTIC DEtARTMENT OF PERMITTING,ENVIRDN1vrENT,ANi REGULATORY 11805 SW 26 SUeet,Room 208 AFFAIRS(PERA) Miami,Florila 33175-24'4 BOARD AND CODE ADMINISTRATION DIVISION 'T(786)315-2590 F(786)315-2599 NQ CC)GPTANCE (NOA) www.IlliAi111�itt10.gav/sera/ T.aM.W' 641 .12`h Ave. ompano Be.ch,FL 330 .'mac-�-��:`� :o -. •:;._ 'ThisNOA'is being issued tinder the applicable rules and regulations governing'the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Contrd Section to be used in Miami Dade County and other areas where allowed by the Atrthority.Having Jurisdiction (AHJ. This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In,,Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this prduct or material tested-for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of.such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or*•material fails to meef 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, incuu 'r the Hi h g Velocity Hurricane Zone, ESCRIPTION: Series-249 Aluminum Outs�ving Doors=itleod Sidelites-L:MS.• APPROVAL DOCUMENT:Drawing No. ev B. "Series-249 Alum Out-swing Door w/Sidelites (L,M.I.)",sheets I through 16 of 16,prepared by AL=Farooq Corporation,dated 021.10/11 and last revisedon APR 18, 2012,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the.: e of Acceptance number and approval date b th my Product Control Section. ISSILE WA G: Large and Small Missile Impact Resistant 1. See sheet 5 for single or double Door Design Pressure(DP)rating Vs glass type and/or threshold type i (Exterior(+)water limit) 2. See sheet 6 for Stationary unit or doors w/sidelite DP rating Vs glass type and/or threshold type.Lower DP rating of Doors or Sidelites shall control when combined together. 3. See sheet 4 for Single Door w/SHW design pressure rating Vs glass type and/or threshold type,limited to single door application only. . LABELING: Each unit shall bear a permanent label with the mamifacturefs name or logo,city;state and series and following statement: "MiamNQade County Product.Contxol Approved",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. INSIlECTION: 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 Offidial. This NOA revises NOA#11-0218.05 and consists of this page 1 and evidence pages E-1,as well as approval doptiment mentioned above. Tl je submitted documentation was reviewed by xshaq I. Chandai P.E. NOA No 12-0208.14 P11AM1•DADE courrTY Expiration Date:April 21,2016 mow �t'Iv roval Date: May 03,2012 T.M.Windows:LLC. �.rss��.s;:,�e <�..,_•W.wts;-err;°:�.....,,,,._ .. �,a^ - �1�I �� •� ,:3 "a'S.�* a' N�➢`I`I ' 'O� .qua . . $,,�,,�sp� fir. �r� �,��• �n A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file# 11-0218.05) 2. Drawing No.WI-1-03 Rev B,titled"Series-249 Alum Out-swing Door w/Sidelites(L.M.I.y', sheets 1 through 16'of16,prepared by AL-Farooq Corporation,dated 02/10/11 andlast revised on APR 18,2012,signed and sealed by Javad Ahmad, P.E. Note:This revision consists of FBC 2010 notes only. B. TESTS(transfdrred° )foze file#11-0218:05) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5).Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing doors w/wo Sidelites (samples A-1 thru F=l),prepared by Fenestration Testing lab, Inc.,Test Report No. FTL-6168,dated 12/14/2010,witnessed by Jorge A. Causo,P. F. and-signed and sealed by reviewing engineer Marlin D. Brinson,P. E. Note: This test report has an addendum letter dated March 28,2011,issued by Fenestration Testing lab;Inc.,signed and sealed by-reviewing engineer Marlin D. Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural.analysis, complying with FBC-2007, prepared by Al Farooq Corporation,dated 02/17/11 and last revised on 04/01/11, signed and sealed by Javad Ahmad;P.E. (submitted under file#11-0218.05) 2. Glazing complies w/ASTMS-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade.Department of Permitting,Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co.,Inc.for their"DuPont Sentry Glass interlayer 0",expiring on 01/14/17. 2. Notice of Acceptance No.11-0325.05 issued to Solutia Inc.-for their"Saflex Clear or colored interlaye.e', expiring_ on 05/21/16. F. STATEMENTS 1. Statement letter of conform ce F 2CB 010 an e ett r of no financial interest,prepared by Al-Farooq Corporation, 01/19 . , and sealed by Javad Ahmad,P.E. 2. Staterrient letter of conformance FBC 2007 and letter of no financial interest,prepared by AI-Farooq Corporation; 02/17/11, signed and sealed by Javad Ahmad;P.E. (submitted under file#11-0218A5). 3. Lab compliance as part of the above referenced test report. G. OTHER 1 This NOA revises NOA# 11-0218.05, expiring on April 21,2016. 2. Test proposal# 10-0017 dated 01/06/10 and e-mail 010 P p test revision dated Oct O6 2 > A approved by BCCO. Ishaq I.Chanda,P.E. Product Control Examiner NOA No 12-0208.14 Expiration Date:April 21,2016 Approval Date: May 03,2012 E-1 _ H �Ur EAO/SILL ANCHORS • - AT STILE ENDS. 41 7/8° '(8)AT 3°O.C. 80` :.o I ' FRAME WIDTH FRAME WIDTH . 8"MAX. 8°MAX. iS"MAX. SURFACE APPLIED HEAD/SILL TYP. 1S`MAX. HEAD/SILL A HEAD SILL FALSE MUNTINS CORNERS HEAD/SILL f' CORNERS MAY BE USED - 0. ao j \ " HINGE OPTIONS / ' \ u 1 a (irl \ i 1 SEE SHEET S \n jz • O1 ' II TTT `-1� m \LOCK OPTIONS I " 7^ SEE SHEET 5 LOCK OPTIONS SEE SHEETS I =_y-,'H___ \\ I =_�• ___ ; ON NI=..Qi la7; = INACTNE ACTIVE GLASS D.L.O. DIMS. 1 Zi, 4 D.L.O. HEIGHT (DOOR & SID£LITE) FRAME HEIGHT – 14.875` r' D.L.O. WIDTH (X DOORS &0 PANELS) a FRAME WIDTH – 11.875" r D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH•– 20 /2 30. � m 30°. 29 7/. o D.L.OPG. Y D.L.OPG. D.L.OPG. ug M, LEAF WIDTH LEAF WIDTH 38 3/8' o g LEAF WIDTH sT B SERIES-249 ALUMINUM FRENCH DOOR A'/ SEDELITES :N* TYPICAL ELEVATION o APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS .d`iT4PIICl'W1't WITH OR WITHOUT SIDELIT(S. 'X xx T "whir the FTerw SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOORS DUAL-LEAP DOOR =,coNe SEE SHEET 8 FOR DESIGN LOAD CAPACMES. eNlkatlrn DAte « ' DOOR OPTIONS m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •�q 'y REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B OR 28Y WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY $ ks TO TRANSFER LOADS TO THE STRUCTURE. - ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS IX)ORS/SIDELRES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. ngr:;lAVVVVOAR A e EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. ;FiP:.pc 7.o e2 g t� ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE t;. 't•' NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT , n COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE .1 �� —�- REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. AP 1.8': Q .' sheet 1 of.- i ANCHORS AT MULLION Vur HEAD/SILL ANCHORS AT 4 7 & 10 FROM END OF »i AT STILE ENDS FRAME AT DOOR AND SIDELITES of FRAME WIDTH (6)AT 3°O.C. TYP.AT HEAD/SILL 1 1/4°MAX 1 1/4°MAX Q a 41 7/8" 80°MAX. `,°' 1 7d SIDELITE FRAME WIDTH XX DOOR FRAME WID 7DEFRAME WIDTH -f a 6•MAX. 3° 15"MAX. da HEAD/SILL HEAD/SILL _ FALSE M JNTMSED Q CORNERS F A MAY BE USED p ' 0� �� a - Og a H - - 1 �0Q� 1- 4�3Q I C� HINGE OPBO✓GS i \ ii iI SEE SHEEyS Z2- 01-H /• / /. \ d 1• II II \ m LOCK OPTIONS i. II II Maw \SEE SHEEP 5 I - \ --ll---L/ \ , --H--T 11 0 N LI INACTIVE ACTIVE TI 30• 30` • - - 29 7/8" D.L.OPG. D.L.OPG. D.L.ORD. D.L..O OPC. 38 1 LEAF WIDTH .38 s/{3' 38 1/6• .' V880ULTiN� Flrd11R .C 8 - .. LEAF WIDTH LEAF WIDTH LEAF WIDTH ewe Yq TYPICAL FLEVA71ON 0A.&S6a PRe OXXO ) O � WITH PANEL SIDELITES :yJ g o �0a e 0 SIDELITE OPTION - q • En •.IAYA4•nHMAO o a � 4 ' .1N•I '`i. v •d''�� j Mew n0 np. W11-03 Ap (*host Of cx E' t. 'j 4 . ANCHORS AT MULLION HEAD/SILL ANCHORS AT 4,7"& 10:FROM END OF AT STILE ENDS FRAME AT DOOR AND SIDEUTES (6)AT 3"O.C. TYP.AT HEAD/SILL FRAME•WIATFi �;r 3 46 5/16' 80°' XX DOOR FRAME VA H 6"MAX. 3` O p HEAO/SILL TYP. 15 MAX. SURFACE APPLIED p CORNERS HERO/SILL A _ -�__ _ FALSE.MUSED _ . I I I MAY BE USED .+I I I't I I IA 0 O HINGE OPTIOt•!S SEE SHEEP 5 - t•�-=' _'1 z yl.+, to N / E � ii �i•I�?,� I � u \LOCK OPTIONS SEE SHEET 5 ti\ \\ � ---T. n �ONm� I _ 7=4= L B \ i 1 ii II Fwa�J INACTNE ACTIVE 41 5/8" 30" I 28 7/8". ISJ!IUCI L D.L.OPG. D.L.OPG. ' D.L.OPG. '• 46 3/8.. 38 5/6• �i �NdTN '`��-�pp2jje�j'.QQ��'�/�/L S�g•� . LEAF WIDTH - / 4�e- ',�'J't�•7 E SIDEI.ITE WIDTH .LEAF WII0TH • TYPICAL ELEVATION• ' OXXQ �s WITH DIRECT SET SIDELITES <m SIDELITE OPTION �JAVAD i` .,Zk c APR* 3 bf 16 Y r^ 11 p • I i 41 7/8" 31* FRAME WIDTH WINDOW WIDTH 0 q 28" 8"MAX. 15"A9AX. HEAD/SILL 6" HEAD/SILL At 70 1/2- A �j LLY t4 .HEAD HEAD/SILL O:C CORNERS .O ft i ft t1��i '44ggyyyy // t \ � s a std 4�I Eg j 20 7/8" / of 28 8/8" f� D.L OPG.NW 28 7/8" VENT WIDTH y~ Ro to moo X44; 30° NOTE: D.L oac $ SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. 38 5/8' p p +65 w '.. � •, LEAF WIDTH.. —80 PSF o • EXT.(+) Op WITH-HIGH THRESHOLD. LIMITED TO +58 PSF WITH STD:THRESHOLD . Bum.11,t code TYPICAL ELEVATIO X N ►catgma«N. - y• $ °: ( ' FOR DESIGN LOAD CAPACITY SEE SHEET 5 •M °ory� SINGLE LEAF DOOR WI7'Ii SINGLE HL7n1G t4DW INSERT °+ S H WINDOW INSERT OPTIOl� ' • r.JAVAO A" d 'o gpa ^ 0694 • droving no. a W11=03 A: sneer 4 of i E �a i • 3 t� . DOOR WIDTH DOOR WIDTH FRAME WIDTH, WO0 Z 4 3 w z L ' al ACTIVE wacrnE acnVE ACTIVE Jill, (X) (.XX) aS - SINGLE LEAF(X)DOORS WITHOUT SIDELITBS' DOUBLE LEAF(XX)DOORS WITHOUT SIDELITES SINGLE LEAF(X)DOORS WITH S.H. INSERT DESIGN LOAD CA —___R& DESIGN LOAD CAPACITY— PSF DESIGN LOAD CAPACITY— PSF _ GLASS TYPES TYPES GLASS TYPES GLASS TYPES 0 DOOR FRAME WIDTH *IN 'A' OR'Al' OR'B1' FRAME WIDTH FRAME HEIGHT'A','A1', 'B'OR'H1' FRAME'WIDTH FRAME HEIGHT 'A,'Al'. B'OR'D1'INCHES ExT(+)INT(—) (+)INT(—) INCHES INCHES EM.(+) wT.(—) - INCHES INCHES IXT.(+) Oli.(—)42 .0 100.0 1141.0 BO 109 80.0 do.0• 42 109 65.0 80.6 $ . Gum TYPE'F'®S.H. 1TD%' &8ff 0 a EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD EXr.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD ; � FOR STD.THRESHOLD UMR Exr.(+)LOADS TO 58.O.PSF - FOR STD.THRESHOLD LIMIT EXT.(+)LOADS TO 56.0 PSF E%T,(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD c3 . FOR STD.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF a oN", LOCKS s HINGES: „ OPTION #1 OPTION Al * L , STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON 7-5/8°LONG ALUM BUTT HINGES,AT 12°FROM EACH END A nteT48 2'D dy E EXTERIOR AND THUMB TURN ON INTERIOR AND ONE AT MIDSPAN OF LEAF. AT EACH ACTIVE LEAF LOCK STILE, 48°FROM BOTTOM a,�1..�0+. 9 R CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON 33-TIO ONLONG ALUM PIVOT HINGES,AT 12` FROM EACH END - B ' EXTERIOR AND THUMB TURN ON INTERIOR AND ONE•AT•MIDSPAN OF LEAF. AT EACH ACTNE,LFAF LOCK STILE, 39-1/2`FROM BOTTOM .FASTENED TO FRAME WITH LE 1/4-20 % 1-1/2°MS - - - - - 'MANUALLY OPERATED'CONCEALED FLUSH BOLTS FASTENED.TO PANEL WITH (2) 5/16-18 X 1-1/2' MS AT TOP&BOTTOM OF EACH LEAF LOCK SOLE NOTE: (4)AT DOUSLE(XX)DOORS, (2)AT 51NGLEM DOORS GLASS CAPACITIES ON THIS SHEET ARE i d. SEANTS: BASED ON ASTM E1300-04 (3;SEC. GUSTS) MULTI-POINT LA LOCK SYSTEM WITH LEVER HANDLE LOCATED FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED AND FLORIDA BUILDING COMMISSION -1-1 T AT 40-1/2° FROM BOTTOM OF ACTIVE LEAF LOCK STILE WITH WHITE COLORED SEALANT. DECLARATORY STATEMENT OCAOS-DEC-219 FASTENED WITH (2) #12-28 X 2-1/4°OH MS SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. METALLIC STRIKE PLATE AT 40°FROM BOTTOM E,�„• y AHW bA OF INACTIVE LEAF LOCK STILE FASTENED WITH .1'E ,IZ 't• •. ' g ' (3) @to x 1/2"FH sAAS fti OSg2 C.AH: MANUALLY OPERATED CONCEALED FLUSH BOLTS t' •� '• AT TOP&BOTTOM OF INACTIVE LEAF LOCK STILE .. OPERATORS AT 10-1/2°&76-1/2`FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2°FH Ms ` ,�;•' Wll-03 (FLUSH 60LTS AT TOP&WTrOM Of A=NE AND INACTIVE LEVS Af'R.' ,g QQ')tix.•• 70 Eg ENCAGED DUWNC PERIODS OF HURWCANE WAM014) airs! o. �3 ,STATIONARY PANEL(0) OR DOORS WITH.SIDELITES - -'. . .. _ - --. .. SI T W. _ y DESIGN LOAD CAPACITY - PSF _ NOTE: PANEL/WRECT SET GLASS TYPES GLASS CAPACITIES ON THIS SHEET ARE FRAME HEIGHT DOOR WIDTH SIDELITE WIDTH 'A', 'Al, '8'OR'81' BASED ON ASTM E1300-04 (3 SEC. GUSTS) # AND FLORIDA BUILDING INCHES INCHES INCHES ORIDA BU U) G COMMISSION ' EXT. + IM. - � 41 7/8(x) O 7 DECLARATORY STATEMENT DCA05—DEC-219 q� 81 8Q� 48 80.0 69.7 A`. 80(XX) 48 80.0 69.7 w ii a 41 7/8(X) 91 80(XX) 48 80.0 89.7 O h 41 7/8(X) (' 97 80(XX) 42 80.0 79.6 O Qa n C 103 480 7/8(X) 42 80.0 79.6 STATIONARY(0) !it 4 t09 4�/ )X} 41 7/ 8 - 80.0 80.0 - DOOR W. SIDELITE W. SIDELITE W. DOOR W. SIDELITE*W. J EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD.THRESHOLD LIMIT EXT.(4)LOADS To 58.0 PSF _ NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES-SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART ' \\ P U '\ ,I LJ WILL APPLY TO ENTIRE SYSTEM. AHJ tt pNI,�,.I 4 (ox (OXO) z_ �- m, gZ0� ' SIDI I DOOR W Sll l DOOR Y!.:� N �Z _ O DIRECT SET SIDELITE WIDTH DOOR WIDTH (1)OR()DC) Ll LEN __1 LJ 1_1/4. ACTIVE (OXX) (OXXO), 5 0 ()DID �s PANEL SIDELITE WIDTH DOOR WIDTH 4'NOAUCp FAVU M -N.. } 8�id14y tod� 11e , AoQePlam IL Engn Pp Mi�IRU EapfrAtiow LEAF •FVy((E( .70592:' I n 11 1'2012':`, •t' 1-1/4" iti0.CTNE ; AQOVC avow no ew.. PANEL SIDELITE WIDTH POOR WIDTH ,��,;.•,• Wi 9—. R V eFeet 8 0}1 ,x 3/16"HEAT STREN'D GLASS 4" FS 3/16"HEAT STREN'0 GLASS 1/4"AIR SPACE 3/16"HEAT STREN'D GLASS 1/4'AIR SPACE 3116°HEAT STREN'D GLASS Y tm, 3 090 INTERLAYER 3/16"HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS '090 INTERLAYER 0 SAFLEX PV8 BY'SOLUTIA' SENTRYGLAS BY'DUPONT' 1;6 .090 INTERLAYER 090 INTERLAYER 1/8"HEAT STREN'D GLASS a 3/18"HEAT STREN'D GLASS SAFLEX PVB BY'SOLUTLA' SENTRYGLAS BY_'DUPONT' 3/16°HEAT STREN'D GLASS ' .090 INTERLAYER Ol CO SILICONE 3/16"HEAT STREN'0 GLASS 3/18"HEAT STREN'D GLASS SILICONE SENTRYGIAS BY'DUPONT' GE RGS7701 GE ROS7701 IL SILICONE SILICONE .GE.1200 1 8 HEAT STREN'D GLASS GE GE-12�. R�1 GE 1 701 /" ��44 GE RGS7701 GE 1200 0aa 0��q� L I M- ce i ALUMINUM 9 y O ALUMINUM o SPACER SPACER ATB %2'FROM ENDS is T �%2'FROM ENDS . AND 10-1/2"O.C. AND 10-1/2°O.C.. EPOM SETTING BLOCK EPDM SETTING BLOCK 1/8"X 3/4"X 4'LONG 1/8'X 3/4'X 4'LONG 2 PER LITE,AT 6'FROM ENDS 2 PER LITE.AT 6'FROM ENDS �1 } GLASS TYPE 'A GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE.'B1' SASS TYPE (S.H.WINDOW WITH SINGLE DOOR APPLICATION ONLY) J ;o GLAZING OPTIONS 0 cl I z • 3 GLASS TYPES GLASS TYPES n 3 Z 4OR (ABOVE) Al'OR'B1'(ABOVE) ,... ( O O' Fina;: SILICONE SILICONE GE RGS7701 GE ROS7701 GE 1200_ ' GE 1200 , Z Ij I - d'lBQLIJ 4k&Y{CkD R o o va ie *1.NA 4e p1w • t - Ait!eptanae N• •I iri Ea'drstbr DMC 6iWdbed aC �®yp � GLAZING DETAILS ATGLAZING DETAILS AT • •.r. .1• q W 11-03 • •AP met �oi16 FLA ra t t • 4 TYPICAL ANCHORS . SEE ELEVATIONS. - 1BY WOOD BUCK - EDGE DIST. FOR SPACING EDGE DIST., _ (SEE NOTE SHEET t) BUCK - /� ALTERNATE -'' <: - n n 111111 ANCHOR:LGCATKIN °+ a!' DIST.EOGE (SEE NO UCHEET 1) Z 3 I 1 L-4a s r-1 �nTy bb 7 1 VVV rl TYPICAL ANCHORS TYPICAL ANCHORS 16 SEE ELEVATIONS SEE ELEVATIONS 0 A 4 0 s FOR SPACING FOR SPACING 0.3 BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS 0"1 ro z EDGE STRUCTURE MUST SUSTAIN LOADS IMPOSED BY GLAZING.SYSTEM Q 1 2°MIN DIST. AND TRANSFER THEM TO THE BUILDING STRUCTURE. Z u u3 DOLT PENE TRKTION �i E r!; YPICAL ANCHORS: SEE ELEV.FOR SPACING a' 1/41 DIA- ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2-'MIN. PENETRATION INTO WOOD I�i AAA TYPICAL ANCHORS THRU 1BY BUCKS INTO CONC. OR MASONRY.: o SEE ELEVATIONS 1-1/4' MIN. EMBED INTO CONC. OR MASONRY, Mnsv 9 FOR SPACING 'v 0 DIRECTLY INTO CONIC. OR MASONRYV t6� .� I 1-1/4- MIN. EMBED INTO CONC. OR WONKY, 4' DII (GRADE 5 CRS) Q N "T 1 INTO MIAMI-DAOE COUNTY APPROVED MULLIONS (MIN. THK. 1/8'7 Q^m n z o INTO METAL STRUCTURES. Ip STEEL : 1/8. THK. MIN. (Fy = 36 KSI MIN.) �ZOa e ALUMINUM : 1/8'THK. MIN. (6063-T5 MIN.) OR (STEEL IN CONTACT WITH ALUMINUM TO-BE PLATED OR PAINTED) I"toQ 19 TYPICAL EDGE DISTANCE -{ INTO CONCRETE AND MASONRY - 2' MIN. INTO WOOD STRUCTURE - 1° MIN: ° INTO METAL STRUCTURE - 3/4' MIN. c ) e � _ CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PS! MIN. i/2'MN. OR C-90 HOLLOW/FIL ED SOCK AT JAMBS f'm - 2000 PSI MIN. FLUSH BOLT 9 19 tt r$9AtiCT RJZVtit2A► , 'PENL'MnON' 6 w Wlll7Wft wph plaf•7dANA 16 16 - ' 7 I 1 7 Aawpasaaq� 2- ! Y I i lsk« u o ALTERNATE ALTERNATE i i fdNrt'DadnP <m OPERATING UNITS 318'X 3/8' SRL .'° <EDGE'-.' _•___�..... '.° a i•' '''. .' :t @ v. : e .' .v... ° .N.• 0: ErV...W PCE IAI VO WEPS SEE,ELEVATIONS SEE ELEVATIONS C 1/° RON CAL ANCHORS TYPIC AL ANCHORS TYPICAL ANCHORS F ENDS ELEVATIONS EDGE DIST.SPACING FOR SPACING ; ' � FOR SPACING HIGH THRESHOLD STANDARD THRESHOL LOW THRESHOLD \ APPR'0 FOR WATER RESISTANCE APPR'O FOR WATER RESISTANCE NOT APPWO FOR WATER RESISTANCE :1 dto+lrag no. LIMIT MAX. EXT((+ LOADS TO 100.0 PSF(SINGLE DOOR) LIMIT MAX. EXT(+)LOADS TO 58.0 PSF UM MAX.EXT(+j LOADS TO 80.0 PSF(DOUBLE DOOR) °.. W11—Q . OPERATING UNITS �P •. .$.1d sheet a ot;t r 318'MAX. ..ALTERNATE SHIM @ SHIM ANCHOR LOCATION 1BY METAL 3 3 .WOOD SUCK Z N, srRUCtuRE ACTIVE LEAF F 7YPICAL ANCHORS 16 ELVi 16 00 Up FOR G CL a a . __-. ..- .. _.. _ h._._.— - _ i CFO paaa 21 - TYPICAL ANCHORS SEE ELEV. O 16 EXTERIOR 6 <,`. v.• FOR SPACING 3 O.L.OPG. I; ALT, FRAME JAMB LEAF WIDTH ul g . DOOR FRAME WIDTH - -. SEE LOCK OPTIONS . SHEETS - 3/8*MAX. SHIM sa 3/6°MAX••. O O M'�•' SHIM C. MUInPOp1T Loac E ti V k• 3 3 2BY WOOD CK �Q= • OR IN—ACTIVE LEAF OD RE O g TYPICAL ANCH ACTIVE LEAF 00�� 0 SEE EI.E1C•� ay FOR SPACING - ` ? •O 16 ,. . 16 "+ ..:• a 3 3 < z i-s F=t°�ark 3 • TYPICAL ANCHORS - � •.n 21 21 21 Z'. LEAF WIDTH EXTERIOR SEE B� , LEAF WIDTH . . BUTT HINGES EE-LOCK OPTIONS PIVOT HINGES g . SHEET b• '(SEE HINGE OPTION SHE Elt 8) DOOR FRAME WIDTH n hL$ai1C7'PYVIYgY . wM.(E wXA th.Pb�1Us <m OPERATING UNITS Daft PPE 4 CIA '. u !1 dtaw ng nop +•AP.R. ,$:Za12'' amt s orr 1 t r� nPica.°ANCHORS- SEE ELEVATIONS ALTERNATE EDGE DIST.L, FOR SPACING Vmcii OR LOCATION 3A PANEL SIDELITE INSTALLATION DETAILS ALTERNATE >i 1 ANCkfOR-LOCAT10N �• P rf . �.I 0 s „ 6 ALT,FRAME JAMB v <d 8 #10 X t"PH SMS ! 31W klW°. O ATV FROM ENDS SHIM �••� B10 X 3 14°PH SMS AND 16.O.C.MAX. :j AT 8"FROM ENDS AND 2,V O.C.MAX. . i 3 i TYPICAL ANCHORS `.. . SEE ELEV. FOR SPACINQ 78 "n .I s,s: ' m �yy= � � ."...e.•.a' EXERO R O - ' FRAME LEA2Ft._.WI pEZ LEAF tYDTH OTH SILICONE. 8U HINGES p- �Z tO �O PANEL SIDELITE WDTH DOOR WIDTH„ Z 4 a= � . rYQAUC'6AICY1GPO o gg�` e: 8 8 r41rP1yir8 nitA 0r+.Mle�lat ffi W OR OR poldws code !K 79 19 tx Not -0 ./ s . N.xyinglcs DMt "10 A 29 oo'a a Ot8 8 �n1. 16 of � m x T 2 s ALTERNATE 7 2 PANEL SIDELITE UJVITS h � N \U �9i4'.uynb AHMAV•. d a a i° CNIL•• yr,. 3/8°X 3 8” •. ' �.:• b : ° : .'•'..��• ;a 1 �+ `.• FROM TYPICAL.ANCHORS TYPICAL.ANCHORS 1 rcwi no: ' §iLl.ENDS EDGE Sly ELEVATIONS a •E0� SEE ELEVATIONS t.. FOR SPACING FOR SPACING W7 1—03 APR `s' PANEL SIDELITE UNIT (STD. THRESHOLD) PANEL SIDELITE UNIT (HIGH THRESHOLD) sheet 10 or 18 • a. TYPICAL ANCHORS DIRECT SET SIDELITE INSTALLATION DETAILS DIRECT SET SIDELITE UNIT TYPICAL FOF 0 0o a 0 co ovok 0 41�ie I Z fi2:1 4 1(4a alt"t I • oolm I In- - • AND 16'D.C.MAX m"Vi'vorasm a"� Wft wim di."b"ft *144cwk t,Z4 (�tt SET SIDELITE UNITS • FIA. • wing .00. r.6..l 14 Af I a u t: y w t 4.000 1:750 -4'A00 093 .062 ,625 .062 tic 1.750 2.375 S�` 1.7¢0 0 3 L 2.375 0 332 IL 3 1.843 QC �$ .090 1,843 x-.145 CG: nul FRAME HEAD PANEL GLAZING BEAD n Y 1 _099 37 TM-155A O SIDELITE HEAD/SILL 9 GW-30769 2.375 8'� 2125 _( a �� .830 .713 0 y<qo .062 ,125 0.310 715' 050 1.489 . .. 0 OCENTER 71iWGE ' g 0572 IL L4 4.000 ® 1.789 2,125 SIDEUTE GLAZING BEAD (INSUL LAM. GLASS) LILL] 1 1.282 _.._. .__ 123 - PIVOT HINGE 0246 1.500 4000 1.500 0:572 GW 37889-A .250 Ot.7S0 O DOOR BOTTOM RAIL O OUTER HINGE 2.o8z Iz 19 TM-29236 875 DOOR JAMB/SIDELITE FRAME .oaz .125 BA5499 HINGE PIN 1.000 os2 .629 ® STD. SILL ADAPTER Soo MID RAIL CORNER:ICHANNEL &15798 .188 .093 1.750 .625 1.730 3.681 .BSS LOW 897DKB�LL 1'�' F U .062 o1 030 G C-4 00 ,{_ I_( 3975--•� . .635 1.275 2-C) 3 .� -I I �- S'. 4.000 '� 4.090 .093 HINGE CAP •2� O• DOOR HINGE STILE Bio X 1/2' O HIGH SILL ADAPTER - 1985 F.H.SMS 29 -M-193 S TM-32995 .882 •I I a 2000 2.157 .125 INSUL GLASS PANEL ADAPTER L 4.530 TM-194L 'k -� 4.659 .093 ° ©DOOR TOP/BOTTOM RAIL o I I 1.595• 'ems g TM-32994 3.500 o I I 7.689 '.U5 € _ C ° II .187 .564 2.L 0 A00- • I 1 00 2.000 . 4.000 1 S74 o FRAME.SILL (STD.) o^ $ v .07$ •.625 O. BA 1797( ) 1g H'MULLION ®' StI:L COYER.. TM-180 .375 4.000 2.126 h- 2.825, m Y 1 ACTIVE LEAF LOCK STILEULJ A6Y ® TM-172 ® BUTT HINGE F O WEATHER-STRIP ADAPTER .062 -Wpbua wit the Rae& OW-31826 4.659 .093 ., �rrMNy Cods 475 p--3.790 .999 .. A*arpe�m Ne ^dZ0 •/ Y 1.287 I 4.000 Engr.'JA 'AFgdAD,•'. �f o a g 2 CW .715 .DSO 2.040 1.750 t.9Sa ice' 1.988 .188-x082 A38 ku",?Fy; 70592•,,.r��r: DMIe 4 S �, O 1.799 4.000 026 2.01 t� .779 IDELITE GLAZING BEAD (LAM. GLASS INACTIVE LEAF LOCK STILE REINFORCING BAR ALT. DOOR JAMS/SIDELITE FRAME `:.JALT. FRAME COYER ,1y. w� -0 TM-157 O TM-3804a 3t, TM-182 BA 8A 1•.8•' eheet 1 of T • 7 a - g M t nr - STEM$._PART$ ' QUANTITY. DESCRIPTION' MATERIAL MANF.%SUPPLIER/REMARKS' - +. . 1 TN-099 1 FRAME HEAD 8083-TB - 4.1U° 2 BA5797 1 FRAME SILL (STD.) 6063-T6 •- �J�{ 6 2A B97OKS 1 LOW THRESHOLD 6063-176 Z ti BM499 2 FRAME JAMB 6083-T6 3A BA AS REDD. ALT.DOOR JAMB/SIDELITE FRAME 8063-T6 - F� - .38 BA AS REDD. ALT.FRAME COVER 6063-TB °g- 4 TM-172 1 ACTIVE LEAF Lop(STILE 6063-T6 4A TM-36048 1 INACTIVE LEAF LOCK STU 6063-T8 5 TM-32995 1 PANE.HINGE SW 8083-78 if - 6 TM-32994 . 1. PANEL TOP/BOTTOM RAE. 6063-TS 7 GW 31826 4 WEATHERSTRIP ADAPTER 6063-T8 ENO OF DOOR STILES(TOP/BOLTON) • �,��, 8 FO 107 3/LEAF •BUTT F9NI3E - 6063-T8 SILLNAN do ASSOC. BA - 3/LEAF PINT HIN GE 6063-T6 LOIRA Q cl \J�7 9 OW30769 AS REIN. SIDEUTE HEAD/SILL 6063-78 - 10 OW 32222 2 DOOR LOCK INSERT 6083-T6 I=STILE Da, y i- 21 11 OW-34808 2/LEAF PRESSURE PLATE-TIE ROD ALUMINUM a LONG _zz t��j.g3 12 'FS 1202 2/LEAF FLUSH 13OLT ASSEMBLY ALUMINUM SULLNAN&ASSOC. 15 TM-121A AS FEW. 'H'MULLION 6063-176 - ��.. . - 16 32001' AS REDID. FOAM FILLED BULB W'STRIPPING - :187 X:200 T-SLOT • FRAME TOP CORNER - IBA 32084 AS RWD. MULTI FLAP FOAM FILLED BULB WSTRIPPWG - - SIDELITE CORNER 166 32011 AS REQ'D. FOAM FILLED BULB W SDBPPING - 187 X.350 T-SLOT yE� 7 17 FSGF 2/LEAF FLUSHSOLT GUM LOCK STLE ENDS(TOP/90770M) 6063-TB M&M PLASTICS S r • 19 TM-29236 f PANEL BOTTOM RAIL 6063-T6 - 6f 0) co 20 - AS READ. #10 x 1/2"F.H.UNDERCUT SMS. STEEL AT FLUSH-BOLTS 21 - 2/LEAF 1/2.0 THREADED ROD,WASHER&NUT STEEL TOP/BCTTOM END RNLS M � 22 - - DEAD BOLT LOCIONO HANDLE - KWK-SET 7 J °• 23 1 MULTI PMM Loch •- ACTIVE LEAF.41'FROM BOTTOM Q='• . 25 - 36 DUST PLUG(OPTIONAL) PLASTIC DOOR JAMB INSTALL SCREW HOLES 26 - AS REOD. ¢10 x 1'P.H.SMS.(ASSY.SCREW) STEEL DC'OR FRAME MEMBERS/MULL CUE'S 28 805798 AS REDD. STD.SILL ADAPTER 6063-TS - 29' BA AS REDD. HIGH SILL:ADAPTER(USED MOTH STD.SU) 6063-T6 - ZOZ 30 TM-160' 1 SILL COVER 6063-76 Z '31 TM-182 - L=STILE REINFORCEMENT 8083-r6 - a 36 TM-157 4 SDELITE GLAZING BEAD(LAM GLASS) 8063-TS SIDE LITE GLAZING PERIMETER 35A 4 SIDELITE GLAZING BEAD(MSUL LAM.MASS) 6063-T8 SIDE LITE'GLAZING PERMETER DOOR LEAF CORNER 37 TM-15M OPTIONAL PANE-GLAZING BEAD 8083-r6 - 38 TM-194 - INSUL MASS PANEL ADAPTER - 6083-T5 DOOR -COMPONENTS oil T '16 ft Fin • Plt✓ODtiCT p2YlYFD 8 i 1 ewe 6 xas azo ./Y OF q AVIL ILHenI d'• ��<m ,•''FLA.'.PE 70592. • .•s rT 'r - droving noa FRAME BOTTOM CORNER MID RAIL CORNER pti w1 1—Q SINGLE DOOR W/S.H.WDW. .+�IPR•,•a•4V,�P.-' street t3 01,18 • S 1 «y ,i TYPICAL.ANCHORS TYPICAL.ANCHORS - t EDGE DIST. SEE ELEVATIONS SPRING t� � 4. / TOR ACTERNAjE ' •.�1 .• A'. .yrrANCROR•LOCATION Z $ ' I• 2 Al ,s , 0 r 1 'a s ao 8 10 X 1-1/2 FH SUS ELEVATIONS Q4 04 ' FOR SPACING z - S J 7. S•N B1 4. Z z Q„ o , 8. 1 Jji i rttODUCT R@vtb'as8 ItK Dtakk. : F .OR stugtyCk�wltb AVOgfkete He � t 9 t�yNnAFe�PMe ;g ow 4 C m'•d C1 � Po� C <m o 1 $t0 8 tD x 1-1/2"FN Bras SINGLE { } OP•ERfiTTING UNITS W/ S.H. WDY1'. SEE FOR cwo D 1 Z .g-. AO, AD ..• a . II I I N 'Ilk•V 7050 ' N1 ` ..................... ��'=v <' • ° ..�.,•. o ZA .y ? drawing ,no. ° ° TYPICAL ANCHORS I W11= 3 EDGE DST. SEE ELEVATIONS FOR SPACING HI—THRESHOLD OPTION sheet 4 of 1 • bt 3/8"MAX SHIM $10 X ,-,/2°FH SMS 3/6"MAX. Z M SEE ELEVATIONS E1 fOR SPACING F1 5MM F da " VENT WIDTH _ 28Y D BUCK 3 3 O U OR WOOD R D. ,2. t6 TYPICAL VANCHORS ,5 0 0. SEE 14. FOR SPACING Q O 0 z 16 EXTERIOR TYPICAL SEEELELEV. D.L.OPG. (FIXED) FAR SPACING ; S.H.WINDOW WIDTH t' HINGE OPTIONS � • LEAF WIDTH SHEET 5 +o:- DOOR FRAME WIDTH iidv� SEE LOCK OPTIONS SHEETS x � v MAX. SHIM C 1 D 1 SWIM" Z o IBY z METAL 3 3 .WOOD BUCK "+ d STRUCTURE - _•,p O ACTIVE LEAF _ 1 ma TYPICAL ANCHORS 18 SEE ELM ` + FOR SPACING ` �j +6,1".Pb s Wale l e 21 TYPICAL ANCHORS -BY,dgt=� . SEE L .' :(d7h+Kk►f1Ma. `Oz0 f� $ 18 L+'XTERIOR b 1, •O- FOR SPACING . D.L.OPG S C_ LEAF WIOH FRAME WIDTH �` m • ngR,JAVAD•AyMAO � a � ;va X70 2 '. ` SINGLE (X} OPERATING UNITS W/ S.H. WDW. .t g drawing .5a. W11—=03 t :i; 7 „H 3. '1 . ITEM g PART$ I1SQD. DESCRIPTION• -__ -- MATERIAL .MANF./SUPPLlZR/RSMAE]T$ ." 1.937 746 1.1 GWr31798 1 FRAME HEAD 6063-TB 3 062 2.1 TM-1 2 FRAME JAMB 6083-TB - .887 .082 —{ 836 r.130 �.3 5 3.1 - i FRAME SILL 6063-T6 - r �- .625 9 -7 I 4.1 CW-38123 f flXW MTG RAIL 6063-TB - —� •2$0-d�„ 5.1 TM-113 1 -SID.VENT TOP RAIL - 6063-T6 - p• 1.875 6.1 TM-112 1 VENT 110TTOM RAIL 6083-TS - 7.1 GW-31802 2 VENT JAMB 6063-TS - q ' a i.7 FRAME HEAD 17.1 FlXED RAIL REINF. g•1 GLASS STOP ANGLE &t TM-its 2/VENT SPRING IAAOW EGRESS LOCK®8'FROM ENDS 6063-T6 - ij BAD - 2/VENT LATCH LOCK®6"FROM ENDS CAST - 0.7�. 9.1 - AS REQD. WA21NG STOP ANGLE ALUMINUM O,10.1 - 2 VENT STOP(5-1/4'LONG) PLASTIC = 0 .QQ 11.1 2 SPIRAL.BALANCE CALDWELL C 4 c0 .096 12.1 - 4 VENT d11bE PLASTIC 1.000 1.749 2.541 - 13.1 WV-3045 AS REOD. BULB WEATHERSTRIP ,140 14.1 W43201 AS REQD. F04 SEAL WEATHERSTRIP WOOL WO 15.1 W43371 AS READ. FIN SEAL.WEATHERSTRIP WOOL 1 FRAME _ 1•S83 /VENT ASSENBLY SCREWS CRS �f0.x 1°P.H.S7dS FIXED RAIL REINFORCING ALUMINUM - an0 • 4.1 FIXED MEETING RAIL i&t 18.1' - - DOOR STILE REINFORcm ALU UM - v9j . DOOR STILE RE7NF. .� EX. WINDOW COMPONENTS g 858 . �- './—_. .062 �• �1+1�i 1.128 B 1.582 COQ m 780 0, O SASH SIDE RAIL S.t STD. VENT TOP RAIL �o 0 •�j.889� 0 . VENT TOP CORNER .767 "II{' .877 t97s •943 •F14AME TOP CORNER 888 r. .81 .062 .874 O '. .055 1.469 FMpDUC1'Revom S .817 - ..!6 wk►Y)4!y rrbR gt ffeliln �>• 2.t .FRAME JAMB. & 2 ./ SASH LATCH 2.050 ,�jp, •�o .' 1.362 2.250 •060 2.725 .082 I tTJ %'• 3 'g 66L2 .d APB'1 S': W ti• . 1.937--d i i Fi. .' drawing r1 750 Jj e.t VENT BOTTOM RAIL 31 FRAME SILL FRAME BOTTOM CORNER ll1 VENT BOTTOM CORNER i "qvy sheet 16 of t.g ' i y e MIAMt•CE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175.2474 BOA STRATION DIVISION T(786)315-2590 F(786)315-2592 OTIC +` OF TAN OA wwyv.�n;»midadegovlpern SIW Impac madoyvs,LLC 975-S.Congress Avenue,#142 . Delray Beach,FL 33445 OPE: This ssued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ): This NOA shall not be valid after the expiration date stated below.The Miami-Dade Coun ty Product Control Section In ( Miami Dade County) nd/or the AHJ in areas other than Miami Dade County)reserve the right tY) { ) g ty to have this product or material tested for quality assurance purposes..If this product or material fails to p q t}' • p p p perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediate) revoke,modify, or suspend the use of such product or material within their jurisdiction. PERA Y fY p p J . .reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control- Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building i i SCRIPTION: C11 ed,Eitruded Aluminum Tube Mullion—L.M.I. .APPROVAL DOCUMENT:Drawing No.M07-04,titled"Aluminum Tube Mullions",sheets 1 through 7 of 7,dated 10/01/07,with revision C dated 12/06/11,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product.Control Revision stamp with the Notice of 0 Section. MISSILE IMPACT RATINd:Large and Small Missile Impact Resistant ABELIN :: c uni s a ear a permanent a e .with the menu acturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change •in the materials,use,and/or manufacture of the product or process.Misuse-of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature:. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by•the manufacturer or its distributors and shall be available'for inspection at the job site at the request of the Building Official. i This NOA revises and renews NOA# 10-1004.01 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,P.E. MIAMI- E GO U_�t T�Y NOA No.12-0221.09 .,. ,U Expiration Date: November 21,2017 41 12 Approval Date: April 26,2012 f Page 1 Ip SIW ImMet Windows,LLC.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing:No,W07-04,titled"Aluminum Tube Mullions", sheets�l�through°7=of 7; . dated 10/01/07,with revision C dated 12/06/11,prepared by Al-Farooq Corporation, signed and sealed.by Javad Ahmad,P.E. B. TESTS 1. Test reports on:. 1)Large Missile Impact Test per FBC,TAS 201-94 2 Cyclic Wind Pressure Loadin gp per FB >TAS 203-94 ' along with marked-up drawings and installation diagram.of series 100 mulled single hung windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4107, dated 03/26/07,signed and sealed by-Rafael E.Droz-Sella,P.E. (Submitted under previous NOA#07-1016.06) 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)-Forced Entry Test,per SFBC 3603.2(b) along with marked-up drawings and installation diagram of series 100 mulled single t>' hung windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4108,dated 03/26/07,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA#0 7-1016.06) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 100 mulled fixed windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4115;dated 04/09/07,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA#07-1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Al-Farooq Corporation,dated 08/13/09 arid revised on 09/14/10,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#10-1004.01) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs(PERA) Mannei P.E. Produet Contr 1 Ex finer NOA No. - 221.09 Expiration Date: November 21,2017 Approval Date: Apr1126,2012 E-] SIW Im act Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying ith FBC-2010,and of financial interest,dated December 05,2011,prepared b -Parooq Co tion, signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 1071004.01,issued to SIW Impact Windows,LLC for their Clipped Aluminum Tube Mullion—L.M.I., approved on 11/11/10 and expiring on 11/21/12. Manuel Per , Product Control ami r NOA No.12- .09 Expiration Date: November 21,2017 Approval Date: April 2b,2012 E-2 �r a Z �r---- ALT ----{ p o H GLAZNG PRODUCT .4.000 jn+� W iS cr o 1.000 p.3N- ao.� WINDOW FRAME 6.000 O . 3A00 • 4.000 � . V/. Z U n 0 .JO " MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL m oaf SEE WINDOW OR'DOOR APPROVAL FOR FAMENERS SIZES AND SPACING 3 t-- m 7 vZU ? a8m" MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. ' AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED - IMPACT AND NON—IMPACT RESISTANT PRODUCT'S. o RECTANGULAR ALUMINUM TUBE MULLIONS ~ USMIG Ml WQN PROPERTIES ONLY I oll Q7ES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING c m ^— HIGH VELOCITY HWWANE ZONE(WHZ), INSTRU ICI'ONS: 0 g ALL GLAZING PRODUCTS USED WITH THESE MUUJONS MUST MEET THE USE CHARTS AND GRAPHS AS FOLLOWS. s m m APPLICABLE BUILDING CODE REQUIREMENTS I.E:WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. -� STEP 1 FOR PANE DESIGN LOAD REQUIRED PER ASCE 7. W000 BUCKS BY OTHERS,MUST�ANCHORED PROPERLY TO TRANSFER FOR PARTICULAR OPENING. ANCHORS TO THE STRUCTURE �'I'Ep 2 USE MG ABOVE COUNTY APPROVED GLAZING PRODUCTS E:W.JAYAD AHDAtr PRODUCTREWSBD � •� ANCHORS SHALL 6E AS LI5fED,SPACED AS SHOWN ON DETAILS.EMBEDMENT MEETING ABOVE LOAD REQUIREMENTS. ''CML. x, g3 TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). USE CONNECTION 70'MULLION AS PER PRODUCT flA PE p 70682 ss somplylsg WllhtbaPlm9Qa b C �'3 ANCHORING CONDITIONS STEP 3 APPROVAL CA.N.-3638 BcAci�1dpp16�g Cow ARE PART TWS APPROVAL THAN THOSE SHOWN IN THESE DETAILS USING CHARTS ON SHEET 3 SELECT MULLION S�WITH HxWretlm Clata STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFI A LOAD DURATION INCREASE 6 USED N DESIGN OF ANCHORS BRfO WOOD ONLY. IN STEP 1 ABOVE. t� 'HM�eAd drawing no. MATERIALS INCLUDING BUT NOT LDBTED W METAL SCREWS,THAT COME INTO USING ANCHOR TYPES ON SHEET 5 THRU.7 AND!ANCHOR CHARTS Q`� CONTACT WITH OTHER DISSIIBIAR MATERULS$HALL MEET THE REQUIREMENTS ,�$J�� ON SHEET 4,SELECT ANCHOR TYPE WITH DESIGN RATING �� M07—OJI• OF 2010 FLORIDA BLDG.CODE SECTION 2003.&4. MORE THAN THE DESIGN LOADS SPECIFIED IN 5IT}P I ABOVE. O sheet 1 of 7 - 1 -�j 1.000 -+� 1.000 .680 .376 z Q o ,.GOO 125 .125 2.500 .I N D �• .125 .125 1.530 Q a.566 d 4.W0 4.600 3.000 126 I 0 .� TYP. h- 3.750 OF 0�M NOTCH OPTIONAL Q O n G �E � P J g 1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 MULLION CLI (wo-TB)(ALr.TO ANGLES) 2� Q STD. MULLION STD, MULLION CUSTOM MULLION CUSTOM MULLION CUP LENGTHS MUST BE CUT TO FIT SNUG 6063-T6 6063-T6 5063--T6 6063-TB INTO iBY TUBE MULLIONS. !n �+--2.000--�{ 2000 0 VN a . I I �0 m o.¢ , z 2.000- 2.000 3W .125 P. Typ.YP. .125 D Z U 1.030 Z �U 60 N .125 .250 &000 6.000 TYP. TYP. 4400 4.000 _3.750 NOTCH %? OPTIONAL LI z ..tw: O f.. MULLION CLIP (6063-T6) titiy _ t Z X 4 2 X 4 2 X 6 Z X 6* (ALT.TO ANGLES) M� o� STD. MULLION HEAVY MULLION STD. MULLION HEAVY MULLION cup LENGTHS Musr eE CUT. .6063-TS sruuc m 4 4 6063-T6 6063-TS 6063-T6 600-T6. INTO 213Y TUBE MULLIONS NOTCH OPTIONAL °} ? O .125 2.000 En9n JAYWAHM PRODUCrR$VISBp zz , 76682 os cwnptyhq w1W Bnifdin A =N 2 9I ceoptemoNo�2 (telisn h �p11 M07-04 ANGLE CLIP ,Y 8063-T6 shad o ITESIOR LOAD CAPACITY-P8F(TUBE MIIL1dON$) ' 47.8 - DESIGN LOAD CAPACITYPBP•(TOM MULLIONS) -...:@ --.-: '�.�, -...- - DEMON LOAD CAPACITY-PSE•(TUBE MUI.UdNS) 130.0- I 130.0' 170.0 30" - - 33.1 1 $1.8 1 89.0 I-1 4 1 893 1 130.0 130-0 37" 3B.5 826 1-1/4 130.0 120.7 -130.0 130.0 13D.0 37" - - 420 868 392 70.0 108.1 130.0 42' WINDOW DIMS. 1X91 %4 1%4 '4 -1/E 2X4 2X4 2X8 2X8 WINDOW DIMS. 1X3 1X4 184 41/E 284 2X4 2 X8.2.88 9&1 MNDOW D$i8. I X3 1 X4 1X4 4-1/2 2X4 2X4 2X6 2%.9 130M o 1=0 Y801H(W$ BULL SPAN STD. STD, CUSTOM CUSTOM STD. HEAVY - STD. HEAVY WIDTH(W) MULL SPAN STD. STD. CUSTOM ..CUSTOM STD. HEAVY STD. HEAVY WID'iH(W) BULL STAN STD. STD. CUSTOM CUSTOM �STD. HEAVY ETD. HEAVY .L � 80' 19-1/8" 130.0 130-0 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8° 64.3 131.0 130.0 -1300 1 130.0 130.0 t3o.0 130-0 19-i/8° - 37.8 1 59.3 - 78.9 55.3 9&7 130.0 13&0 0 - 28-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 13" 26-1/Y 423 4&4 990 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2' - - - 42.8 8S0 39.9 712 111.0 170-0 0 30° 130.0 170-0 . 130.0 130.0 130-0 130.0 130-0 130-0 30°. 41.0 870 13x0 130-0 12&4 13&0 $30.0 . 130-0 30° - - 37.8 80.3 35.3 829 9&1 130.0 Q,IL t? 7 37' 130.0 130.0 130M 130.0 1380 130.0 130.0 130.0 37'• 33,2 71.3 111,8 130.0 104,1 130.0 130.0 I= 37° - - 30.6 40.8' 51.0 70.8 130.0 1`p�j �4Y 383/8„ 130.0 imO 130.0 i3D.0 130.0 130.0 130.0 1300 4Y 78° 82.8 983 127.8 01.7 130.0 130.0 130.0 42° 120' - - - 35.9 - 44.0 70.1 1211.7 1•w7 130.0 130-0 130-0 130-0 730.0 . 130-0 f�.0 130.0 48° 54.9 86.0 -111.8 1D•3 130.0 130.0 130.0 46" - - - 31.4. - 39.3 61.3 1120 3 64 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 84' 48.8 78.4 99.1 71.4 1272 130.0 130.0 Be - - - - 34.9 64.8 100.1 Be 123.8 130-0 130-0 -130.0 130-0 170.0 130-0 '130A -BO° - - 444,- 680 882 842 1145 130-0 130.0 BO' - - - '.33.1 . 49.0 90.1. Be 1128 130.0 I= 1=0 130.0 130.0 130.0 130.0 or - 40.0• 62.5 81.1 58.4 104.1 11 8.7 130.0 58" - - - - - - 44.4 818 0 1, 7Y 103,2 130.0 13U 130.0 130.0 .130.0 130.0 1300 72° - 388 873 74.4 535 98.4 1068 130-0 72' - - - - - - 409 7&1 Y .0 19-1/8' 130.0 130.0 1300 1300 130.0 130.0 130.0 1300 19-1/8' 515 110.4 130D 13D.0 130.0 130.0 130.0 13&0 19-1/8" - 445 893' .41.6 74.1 1111.0 IXO 0 20-1/21 130.0 1310 130.0 130.0 130.0 130.0 1300 130.0 28-1/2° 372 79.7 124.7 130.0 tt&4 13MO 130.0 130.0 26-1/Y - - 32.1 425 - 535 83.4 130.0 K;r41 1(W� 39 130.0 1300 13D.0 130.0 130.0 13D.0 130.0 130.0 30° 328 70.4 1102 130.0 1028 '130.0 1300 1300 M. - - 378 473 73.7 130.0 1 P.,3 37* 1183 130.0 -130-0 1 130.0 130.0 130.0 130.0 13060 37" 57.1 893 1188 '83.4 130-0 130.0 130.0 3-r - - - 30.8 - 38.3 898 109.8 F1 42° 59-8/8' 101.6 13&0 13W i3.o 130.0 130.0 130.0 20.0 42" ° - 403 78.7 104.7 733 130.0 130.0 130.0 42' 132° - - - - 338 62.4 8&X .Q�j B&9 130.0 130.0 1300 130.0 130.0 130.0 130.0 48" 444, 888-• 91.8 643 114.8 130.0 130.0 4B° _ � 48,1 848 64° 79.0 1272 13U 130.0 130.0 130.0 13U 130.0 34_ - 39.1 812 81.4 57.1 1018 12&1 13M S4° - - - - - - - - 40.9 --398. 752 4i 80' 71:1 114.5 430.0 13D.0 130.0 130.0 130.0 130. - 60°• 352 .55.1 733• 51.4 91.7 1126 130.0 80" 67.7 88' 64.7 104.1 130.0 130.0 130.0 13&0 130.0 130.0 or - 328 80.1 86.8- 46.7 83.4 102.3 130-0 33.5 818 7Y _ B93 95.4 130. 130.0 130.0 13MO 130.0 130.0 7Y - - 45.0 81.1 42A 78.4 93.8 130D 7Y - - - - - - 30,7 8&4 Z V� 19-t/B° 1221 13&0 130.0 1300 130.0 1300 130.0 13&0 19-1/B' 34.8 74.0 1188 13DA 10&1 130.0 130.0 130.0 19-1/8" - 343 45.6 .`32.0 6T.1 89.0 130.0 28--1/2" BB.1 130.0 1300 00.0 IX0 130.0 13MG 130.0 28-1/2' - 63.4 93.5 1112 7&0 130.0 130.0 13" 28-1/2" - - 328• - 412 84.3 11&0 � 30° 778 130.0 130D 130.0 130A 130.0 130.0 130.0 30° - 47.2, 738 982 �.9 172.8 130.0 170-0 30' - - - - - 3&4 584, 1043 37, 83.1 11&9 130.0 13U 130.0 130.0 13D.0 1 130.0 37" - 38.2 894, 79.6 858 994, 130.0 1.,10.0 37' 144' - - - - - - 484, 1 848 I 42' 65.8 10&8 130.0 1300 130.0 130.0 130.0 130.0 - 42' $8• - 33.7 627 701 402 87.7 123.1 M.G 42' - - - 408 745 W m Z_ 48' 4&8 92.4 130-0 1300 130.0 1300 130-0 130-0 48' - 48.1 81.4 43.1 768• 107.7 130A 48' - - - - - - 35.5 862 a 54' 43.2 822 1285 130.0 120.0 130.0 130.0 130.0 84° - - 41.0 84.8 3&3 BB2 BOA 430-0 64' - - - - - - 315 078. ��3 738 11&7 130-0 108-0 130.0 130.0 130.0 BO' - - 388 49.1 34.4 81.4 882 130-0 f �Q fx�. . 88° 3&4 872 IM1 1243 9&2 130.0 130.0 130.0 88° - - 335 444, 313 86.8 78.4 1300 TO BE INSCRIBED D ? m 72" 324 .61.6 9&4 114.0 90.0 130.0 130.0 190.0 7Y - - 30.7 400 - 812 718 130.0 SIDE R; MSTOE RECTANWIAR SHAPE HWE H6RIZONTAL MULLION 0.;•U .. 2- } '(A 19-1/8° 26-1/Y 748 130.0 170.0 130.0 -130.0 130.0 130.0 130.0 19-1/6' 28-1/Y - 51.9 81.3 1002 78.9 130.0 130.0 130-0 7 Q ^jif v - 378 5&7 7&1 548 1 973 13&O 130-0 63.8 11&4 130.0 1306 130-0 130-0 13MO 4300 30' 47.8 101.9 1 130.0 1 13U 130.0 130.0- I 130.0' 170.0 30" - 33.1 1 $1.8 1 89.0 4&4 1 893 1 130.0 130-0 37" 3B.5 826 1283 130.0 120.7 -130.0 130.0 13D.0 37" - - 420 868 392 70.0 108.1 130.0 42' 74-1/4' 3&9 72.8 113.9 130. 106.4 130.0 130-0 13DA 4Y to - - 37.0 493 344, 61.8 9&1 130.0 48' - 83.7 08.7 123.1 83.1 130M 130.0 1=0 48" 324 43.1 302 83.9 84.1 130.0 54' - BOA 88.6 108.4 - 827 130.0 130.0 130.0 Be - - 383 - 478 74.7 1300 80' 81.0 79.7 985 74.4 130.0 13&0 130.0 aO' 348 43.1 673 123.6 88" 483 728 898 67.7 120.7 130.0 130.0 88' - 323 40.4 612 1123 72' - 423 885 B21 020 110.6 12D.1 130.0 72* - - - -. - - 8 1L1 103.0 ALL LOADS ARE EXT(-i-)/INT(-) .NOTE. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS WiW2 J-'•OIAZWO ;' '.PRODUCT 3 MU1110H GLAZING G O PRODUCT PRODUCT 2 WiW2 J-'•OIAZWO ;' '.PRODUCT 3 GLAZING GLAZING PRODUCT PRODUCT •MULLION SPAN -TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 +W2- 2 Engr,. VAD- m PRODUC7RBVISBD •'FLA.•PE p 70892 -ascomPlYinEwilhthowasi CAN,%&18 Building Coda r • ° q vino 1_" s: `DLSIGWIXIAD CAPACM -'[+§F-.., - - DESIGN'LOAD CAPACITY.-PSF - - DESIGN-LOAD-CAPACITY-= IPSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE .' ... MOTH(W)MULL SPAN A B C D WIDTH(W)MULL SPAN A B C D WIDTH (W)MULL SPAN A B C D t o 19-1/8' 130.0 130.0 130.0 130.0 19-1/8" - 114.7 '130.0 130.0 130.0 19-1/8" 74.5 120.5. 90.4 130.0 O 26-1/2' 130.0 130.0 130.0 130.0 26-1/2° 82.8. 130.0 100.3 130.0' 26-1/2" 53.8. 86.9 68.2 130.0 F � 30' 130.0 130.0 - 130.0 130.0 30' 73.1 118.2 88.6 130.0 30' •47.5 78.8 57.6 115.2 E '' N 37' 120.5 130.0 130.0 130.0 37" 89.3 95,6 71.9 130.0 37' 38.5 62.3 _ 46.7 93.4 go 42" 105.1 130.0 128.7 42° 52.2 84.4 63.3 128.6 42" 33.9 54.9 41.1 82.3 a 38-3/B° 78" 120" IL •' 92.9 130.0 112.6 130.0 48' .45.7 73.8 55.4 1109 48" 29.7 48.0 35.0 72.0 54° 82.8 130.0 100.1 130.0 54° 40.6 65.6 49.2 989 54° 26.4 42.7 1 320 84.0 d t� 60" 74.3 120.1 90.1 130.0 1° 38.8 89:1 44.3 - '88.8 -60° 23.8 38.4. 1 28.8 57.6 0 .w iM 86" 67.5 109.2 81.9 130.0 66° 33.2 53.7 40.3 80.6 1. 21.6 34.9 26.2 52.4 Q'rc _ IL 72° 61.9 100.1 75.0 130.0 72' 309 49.2 36.9 739- 72' - 32.0 24.0 4&0 Q ~K 19-1/8' 130.0 130.0 130.0 730.0 19-1/8' 106.5 130.0 128.1 130.0 19-1/8" 679 10$.5 821' 130.0 26-1/2" 127.5- 130.0 730.0 130.0 28-1/2' 78.8 124.2 83.2 130.0 28--1/2" 48.9. 79.0 59.3 118.8 I 30" 112.6 130.0 130.0 130.0 30° 67.9 109.7 62.3 130.0 30" 43.2 89.8 524 104.7 IL 37° 91.3 130.0 110.7 130.0 37' 55.0 89.0 66.7 13,0.0 37° 35.0' 56.6' 425 84.9 , 42' 80.5 130.0 97.5 130.0 42' 48.5• 78.4 b8.8 117.6 42" 30.9 49.9 37.4 749 50-5/8° 84' 132" 48° 70.4 113.8 85.3 130.0 48 '414 68.6 51.4 1 1029 _ _ 48" _ 27.0 43.6 327 65.5 _ <r 54' 82.8 101.1 75.8 130.0 54° 37.7 61.0 45.7 91.4 54" •24.0 38.8 29.1 *58.2 80° 58.3 91.0 • 68.3 730.0 80° .33.9 54.9 41.1 82.3 •80" 21.6 34.9 26.2 52.4 Vj 66° 512 82.7 821 124.1 86' 3Q.9 49.9 37.4 749 66" - 31.7 23.8 47.8 72° 48.9 78.9 56.9 113.8 72° 28.3 45.7 34.3 8&8 72' - 29.1 219 43.6 0 °•+ 19-1/8" 130.0 130.0 1 130.0 130.0 1 11 932 130.0 112.9 130.0 19-1/8' 621 IODA 75.3 130.0 26-1/2" 1029 130.0 124.2 130.0 26-1/2° 672 10&7 1 81.5 130.0 28=1/2° 444 72.5 54.3 108.7 2 30' 909 130.0 109.7 130.0 30' 59.4 9610 72.0 130.0 30° 39.6 64.0 48.0 98.0 W a M 4 37' 73.4 118.6 89.0 130.0 1. 4&2 779 5&4 118.8 3T . 144° 32;1 51.9 38.9 77.8 In N 42° 64.7 104.5 78.4 130.0 42" 42.4 1 51.4 102.9 42° 28.3 45.7 34.3 48" BJ" 56.8 91.4 88.8 130.0 48' 96' 37.1 60.0 48.0 90.0 48' 24.8 40.0 30.0 80.6 54" 50.3 81.3 61.0 1219 54' 33.0 53.3 40.0 80.0 54" 22.0 35.6 26.7 531 Z Od.�.m N 60° 45.3 73.1 54.9 •109.7 BO' 29.7 48.0 36,0 72.0 ? X �..v 56° 41.1 1 689 49.9 99.7 8$' 27.0 43.6 327 65.6, ANCHORS HORIZONTAL,MULLION 72' 37.7 61.0 4&7 91.4 72' 249 40.0 30.0 50.0 TYPE A,B,C OR D A9.0 OR D ARCHES TO HE INSG88ED INSIDE RECTANCI 19-1/8' 1209 130.0 130M 130.0 19-1/8° 82.8 1339 100.4 130.0 MR SHAPE 25-1/2° 86.9 130.0 105.4 1130.0 26-1/2° 899 96.6 728 1360 p nwr 30° 76.8 124.1 93.1 130.0 30° 52.8 85.3 044 128.0 VFRfUN. i�� PRODUCT 37° -62.3 100.6 758 13DA 37° 42.8 59.2 51.9 1039 MULLION. z L 42° 84.9 88.7 1 66.8 130.0 42' 37.7 81.0 48.7 91.4 ANCHORR 74-1/4' 108" GLAZING GLAZING 48' 46.0 .77.6 86.2 116.4 48' 33.0 53.3 40.0 80.0 PRODUCT PRODUCT EM J1 N 54' 42.7 89.0 51.7 103.4 84" 29.3 47.4 35,8 71.1 ANCHORS o S 93 tt 80" 38.4 621' '468 .1 80° 28.4 427 GLAZING GLAZING J2.0 64.0 PRODUCT PRODUCT 66' 34.9 56.4 423 84.8 88' 24A 38.8 28.1 58.2 ANCHORS �' 72' F 32.0' 51.7 38.8 77.6' 72' 22.0 35.6 26.7 53.3 ABA OR D' ALL LOADS ARE EXT.(+)/INT.(-). Wt W2 MULLION SPAN R d .o- 22 0, NOTE. G P U ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER TYPICAL MULLION ARRANGEMENTS LOCATIONS AT HEAD, SILL OR JAMB ENDS. E .... a+Mw• rxonuCTHBVtsen FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. WIDTH (W) = W1 z FlA PCIVIL z eeo m Dniubs Code plyisgw8bamFbft g ; (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ' oAN. Afe1 NO /2022/ /7 ; drowirlg no. ANCHORS �• . . . M07-04 shoat 4 Of 7 J Y6. q. 4 • 1/4'DO,ULTRACONS - 1/4`DIA.ULTRACONS Ed 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE Z Vii' s 0., Ed. � a 1 BY t�l�1Jl FLOATING CLIP t------ •- -11 1-s/B^oc MIN. 'i+ i z x z x t/B° - 0�h$ iv --------- i WOOD BUCK i v; 1 1 2 PER ANGLE U L ALUM AND yp, I I' O ANCHOR LOCATION tt N N V) H P 1/4°OK ULTPACONS - 1/4'D1A.ULTRACONS Z 2 PER CLIP(/ ON EACH WWD) 1 PER ANGLE O J O EDGE DIST. ^^S } M � ZU a6 1 I 2 BY m WOOD BUCK . 2 BY OR 'a- I I 2 x 2 x 1/B• 'J � }$ II II WOOD STRUCTURE I I ALUM ANGLLEE Q ' WOOD BUCK FLOATING CLIP 1 I - (p..pj p N I I WOOD STRUCTURE I 1 '�• 1 I 1 I 1 1 1-3/9- I I I I I 1 2 PERK ANGLE MW I 1 J 1/4'-DIA.ULTRACONS BY'ELCO' o ULTRACONS MAY BE HEx OR FLAT HEAD ,. SUBSTRATE Ed 6 MIN: EDGE DIST. MIN. EMS MENT WOOD i° 2-1/2° - 1-1/4" I I I I _ - - CONCRETE 2-1/2° 1-1/2° Tfl I I I n I ALL CUPS-AND ANGLES TO fTT SNUG INTO,TUBE MULLIONS. o Ilj-------^ rT lti CUPS OR ANGLES CONNECTED DIRWrLY M MASONRY TO BE PROTECTED o '� II II It WM ALKAU-RESISTANT COATINGS,SUCH AS BITUMINOUS PAW OR cam n IL___ II II WATER-WHITE WM40MATE LACQUER. n EW.JAYAAqq AHMAD PRODUCPRSVI8ED I' c v+•: •'�'i• I. .. HuDdin g Code ltllWeFfadQa q b n cArr' e. Aicepleaoallo/2-022. Arm IWO 2 PER CUP(/ON EA H�WWG� ' MotZ ANCHOkS TYPE 'A' •,•.'.' sheet' of 7 A 1/4°DIA,ULTRACONS 1/4-CIA.•ULTRACONS Ed 2 PER CUP(TRACONNEACH WINO) _ °DI;.ULTRACONS , 1°/4 rl .4 PER CUP(1 ON EACH WING) 2 PER ANGLE Ed 2°�.IN MIN. F . 1I 11 \ l�v) FLOATING CUP 1 �1 ALUM V O rX2 L IBY----•----- WOOD BUCK �v� FLOATING CLIP I i I WMAGLE --------- i i 2"o C MIEN. i i 041 I 1 1 I 114 SMS I E 1 1 1 I 12 PER ANGLE i I I O.C. I I i I 2 PER ANGLE Li t I I 1 I 1 w 1/4"61A.ULTRACONS 1/4°DIA..ULTRACGNS - Z Ed 1 MIN. 4 PER CUP{1 ON EACH WING) 2 PER ANDLE p ...1.0 1 1 1 1 MMM m zN Sad m • I I I ^ - 1i w iv jl j I I f U' U L1::1Jm -- .000 BUCK •• .'•c, n • ------- 2 R )1 4 I 2 X 2 X t/S• •. ' :f r _N e p a 1' WOOD 1 V 1 FLOATING CLIP' I I I ALUM ANG .;a :r .3n bBN. .• 1p a�l] STRUCTURE 14 SMS- 1 I 1 2°O.C.SM5 LI 2!k 2 PER ANGLE 1 I ULTRACONS , • 2 PER CLIP(i ON EACH WING). r 2° I/4"DU.ULTRACONS BY-ELCO ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed-MN.EDGE DIST. MIN.EMBEDMENT W WOOD I. 1-3/B' ALTERNATE - < BLOCK 2-1/2° 1-1/4° .ANCHOR J.QCATION - --------- ALTERNATE CONCREM .2-1/2° 1-1/2° _-------- .. I I ANCHOR LOCATION 1 I JAYAD AHMAO'. t:ny: PRODUCT REYIS� 1� 9 . I I ALL CUPS AND ANGLES TO FIT SNUG IMO TUBE MULUONS j j CW fficomPl3dpS with iltaFlotid9 I CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED FLAL 15E.8 2 BAcra eBicae 2� �. WITH ALKALI-RESISTANT COATNGS SUCH AS BITUMINOUS PAW OR I I WATER-WHITE METHACRYLATE LACQUER. i i t t�N�1 aE?r.DiBliou Derta /7 i •� 5 . '�t'.• 'A�1® ng no. ANCHORS TYPE W ANCHORS T)PE_'C' M07-04 f; of7 %�S • 1/4'DI1.ULTRACONS Ed. 4 PER CLIP(2 ON EACH WING) `� n CHANNEL TUBE MULLION P z y v. ro.•. T 9-0 >i it t � ZI IS >)14 F.H. 0 6 lVJ .2/ s7-------------1 � Fl DATING q IP 1/8"THICK ALUM b'0 0 LENGTH INTO LION 0 QK "O (Up}3 • I I I I TUBES MAY BE NOTCHED AS 1 1 1 I OF CUP SHOWN TO ALLOW INSTALLATION CAULK JOINT AFTER ASSEMBLY Q 14 FH SMS'' • PER CLIP FOR CHARTS A.B OR C . - 3 PER CLIP FOR CHART 0 ' 4; ACCESS HOLE 1^1/2'O.C.'MIN. 1/4'DIA.ULTRACONS 2 PER ANGLE O d ----- -- - -----I ----- ouy� • •. y., • ro': ay� �_ THIS SCREW CAN BE U INSTALLED IN EITHER 1 1 $14 FH SMS . I I I J 1 I I M2 X 1 8°• DIRECTION ! I .1"PER MN. I #14 SMS /14 SS SMS 1 1 1/2"• 1 112° I 1-1/2' 3 PER ANGLE I I 3 PER ANGLE I I (n 1 I •1 i 1-3/4"X 2"X 1/8'(FOR 28Y 7UBEj O 3/4°X 2'X 1/8'FOR(1BY TUBE) ALUM ANGLE LOCATION OF SCREWS CONNECTING CUT TO FR SNUG INSIDE TUBE ES 'S r TO TUB WHERE ANGLES `FIT SNP 11C �`"'•••�,._ "4 INTO TUBE MULLIO 6. ib ANCHORS DETAIL 91 ANCHORS 'TYPE 'D' � ..__,___. � » .. METAL To METAL CONNECTION { . 114"DW ULTRACONS BY'ELCO' . ULTRACONS MAY BE HEX OR FIAT HEAD _ - f SUBSTRATE Ed. -MIN.EDGE DIST, MIN.EMBEDMENT .•- m J� Wool) 1" 1-3/8' _ ° / BLOCK 2-1/2' 1-1/4' 0<m 0 CONCRETE 2-1/2'' 1-1/2" ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. V CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED �' G1ON.' bUtD PRODUCT RSVI9ED 'j U WITH ALKALI-RESISTANT COATINGS,SUCH AS 11IYUMM0U5 PAINT OR FlA PE 10892, ascomply4whlift PhOth O \, WATER-WHITE MEONCRYLATE LACQUER. CANT•5538 Ac4pptm aN0//�•/y'L! -� �. . > l)M dr6Win n0. q.... Y 1 mu*--04 •�.• '•� aheetP of ' I Y ' Florida$uildizig Code Online http://www.floridabuildinc,,.mg/pr/pr�_app_lst.aspx RorldB Departments ar:23 Home Log In User Regbtfatlon ( Met Tbpiea i subma Surcharge i state&Facts I Publications FBC Staff SC1S Site Map LNIS Search BuSines Professf t(nal Product Approval � � USER:Public User -R g Nation •,i�; E[P_d41AA92=1)_Men >Product or Aooacatlon Search>Application List , Search Criteria Refine Search Code Version 2010 FL# 15920 Application Type A • roduct Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure• ALL Other ALL arcIr a is-A plications L:— Manufacturer Validated By Status FL15920 N w 'r M Windows LLC Keith E.Lorinos,PE Approved Category:Windows (561)247-0135 Subcategory:Fixed *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an ANEEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement t• Under Florida law,email addresses are public records.if you do not want your a-mall address released in response to a public-records request,do notsend electronic mail to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emafls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an-emali address which can be made live liable to the public.To determine if you are a licensee under Chapter • 455,F.S.,please click here. Product Approval Accepts: $Lcurlt !.4&'rWILh z C VIA 1 of 1 z/Z 1*)n1'A 1•57 P11f1 Floridd Building Code Online http://www.floridabuilaing.org/pr/pr app_dti.aspx?param=wGEV... .,...v. ya- ...... e:- .«.,nt,w:.v..�i.S.:tunvifi4r-"�:i'M•'k"a: Z:T• ._ . (} mmtd SCIS Home } Login User Registration j Hot Topks i submit Surcharge } Stats&Facts } Pubikatbns } PBC Staff} SCIS S @e Map } Lfiks} Search} Busines k�'�T _3usin S! Product Approval V J USER:Pubk User ulatio Rfiggglymallm Prod=Aooroval Meng>Pmd=or Aogk}it1on Searc h>Apoflcatbn List>AA aton JIMFL# LF 15920 Application Type New Code Version 2010 Application Status roved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach,FL 33069 (954)781-4430 smetzger@tmwlndow.com Authorized Signature Frank Bennardo frank@engexp.cdm Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name'who developed Frank Bennardo the Evaluation Report Florida Ucense 13E=0046549 Quality Assurance Entity National Accreditation&Management Institute, Quality Assurance Contract Expiration Date 12/31/2015 Validated By Keith E.Lorinos,PE Validation Checklist-Hardcopy Received Certificate of Independence , FL15920 R0.C0I Cert Indeo.odf Referenced Standard and Year(of Standard) Standard Year TAS-201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code 1 of 2 3/3/2013 1:57 PM Florida Buildifig Code Online http://www.floridabuilding.org/pr/pr app_dtl.aspx?param--wGEV... ,..� � ,r...-.: �w k.�;.?-.a :.•':: - ,:1-�:z.xx5:•..q.�t.�.'.- ,. t::k..��w ...k,.: K"., .,;'"ne .. ... .. - - "+:. .. . . . ,• '.w8...r. _:... .....-.. .a�4. r .. ::,: ,., :ate .. Product Approval Method Method 1 Option D Date Submitted 08/24/2012 Date Validated 10/10/2012 Date Pending FBC Approval 09/05/2012 Date Approved 10/16/2012 Summary of Products �� FL.# • Model,Number or Name Description. 1592011 Series"300"Aluminum Fixed Series"300"Aluminum Fixed Window-LMI/SMI 74"x 122" Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes 91_� FL15920 RO II DWG re-submit 10-10.Ddf Approved for use outside HVHZ:Yes✓� Verifled By: Frank Bgnnardo P.E.46549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70/— Evaluation Reports. Other: FL15920 RO AE Eval.pdf Created by Independent Third Party:Yes 9adc Neat Contact Lis;;1940 North Monroe Street.-Tallahassee Street.-Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 2007-2010 State of Florida ::Privacv Statement;:AccessibOgv Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released-in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are pubes record.If you do not wish to supply a personal address,please provide the Department with an email address which can bd made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click tom€. Product Approval Acoepts: . Fig IN E • s�c�1rl Vttt'N.K"S . 2 of 2 3/3/2013 1:57 PM FL15920 RO_H DWG re-submit 10-10.pdf http://www.floridabuilding.org/upload/PR_Instl_Docs/FL15920 RO II DWG re-submit 10... L aeneuROO,a.a bil lJ I tJ FIX __ . _ 1�0. SERIES - - LARGE AND SMALL MISSILE.IMPACT'RESISTANT TM �`�R`'••F�fJ 1 � � � l JU olu Y GENERAL NOTES 4 1. THE SYSTEM DESCRIBED HEREIN.HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING LODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201 J • .202 1203&ASTA1 E1,3=15TANDARO.5 2. NO 33.1/3%'INCRFASEYN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.WIND J LOAD DURATION FACTOR Cda,1.6 HAS BEEN USED FOR WOOD ANCHOROESIGN. J 3: POSITIVE AND NEGATIVE DESIGN.PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE SITE SPECIFIC [L/ • LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE 2010 FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATTVE.D.ESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS O STATED HEREIN. O pyt THE SYSTEM DETAII:ED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE, FOR STTE.CDNDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR • HO O LSnRED ARCHITECT SHAL..PREBARE SITE SPECIFIC OCICUMENTS FOR USE IN CONJUNCTION WITH THIS z o 5. PERMIT HOLDER.SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND - SUPERIMPOSED LOADS,WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS 7O THE Q•.�i .Ri C . EXISTING STRUCTURE 0�h FF 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL.MULLIONS APPROVED BY OTHERS OR UNDER 4/ � SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063-T5 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. 0 8. EXTERIOR SEAM a'FRAME CORNERS,TNSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED p•4 WITH SILICONE. I ?? 9. ALL BOLTS&WASHERSSHALL BE ZING COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A • MINIMUM TENSILE YTELD STRENGTH OF 00 KSI. .1Q.ALL 01-RMMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. ' 11.E.I.DUPONT DE NEMOURS&CO.,INC. BUTACITE PVS INTERLAYER N.O.A.#11-1118.03 12. Ed.DUPONT DE MEMOIRS&CO.,INC.-SENTRYGLAS INTERLAYER N.O.A.B 11-0624.02 - 1.3.APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY $@ ; RESTRICTIONS Ll:t 12-TMW- 4 01 covertsrreEr FL #15920.1 . s i I 3/3/203 1:57 PM 1 of 8 FL15920 RO II DWG re-submit 10-10.pdf http://www.flondabuilding.org/upload/PR—Instl—Does/FLI 5920 RO II ? bmit 10... 12'MAX.FOR ANCHORS TYPE A&C .. OR 2'-3'MAX FROM _. 6'MAX.FOR ANCHORS ANY JOINT OR { aSSIBLE°�1f2CHITEE ll�t�4[� APES NO SHAPE MAYEXCEEDSIZEOFTES ED RECTANGLEiRANSCRIBEDAROUND a CORNER SURFACE APPLIED . PALSE MUNTW5 OPTIONAL .. JOINT WELD = .. -POINTS:TtiP. (MAY VARY) := _ p tTi d I t7 " C1 0 ' -----x----a----- � � 9 0 CLIPPED-CORNER TRIANGLE _ _ HALF-ROUND EXTENDED RADIUS EXTENDED GOTHIC' ........ HALF-ROUND _-- _ ;` ~• sf' o H - r S Ja QUARTER ELLIPSE I �'�- EXTENDED ------it-_- - uuaFll QUARTER SEGMENT TRAPEZOID ^ Q aF EXTENDED FULL Z F PENTAGON ELLIPSE Q o 0� � Y •—•—FRAt-0E WIDTH TYPICAL ELEVATION } D.LO.WIDTH n WINDOLV WIDTH-4' QUARTER SEGMENT QUARTER ROUND FULL ROUND D.LO.LENGTH=WINDOw LENGrH a^ gg'Iy•t• • OCTAGONS OPEN BOTTOM OVAL § QUARTER ROUND FL #. 15920.1 ' A EQUAL LEG CIRCLE SEGMENT 6 . p TRIANGLE . . 6 l6�6NIDXfANeF89 ALLOWABLE SIZES&LOADS MAY BE DETERMINED,BY INSCRIBING ARCHITECTURAL OCTAGON 12-11 W- SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8&5/8. rts Ol • m�aer�EE( ARCHITECTURAL SHAPES ARE LIMITED TO 70 Psf.MAX, �-W- I -L � NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY AS SHOWN ABOVE. J. • Ii 3/3/203 1:57 PM 2 of 8 FL15920 RO II DWG re-submit 10-10.pdf http://www.floridabuilding.org/upload/PR—Instl—Docs/FL 15 920 RO II,,D >ubmit 10... EXISTING HOST EDGE DIST _ 4 STRUCTURE METAL STRUCTURES{STEEL OR <'9 ALUM.1181 MIN.THICK) = ' STEEL Fy=36 KSI MW. ANCHORS PER ANCHOR WOOD BUCK SCHEDULE.SEE TYPICAL SEE MULLION.APPROVALS FOR ')aP ALUMINUM b063 T5 IN. Palle ., ... EDGE Df - - as r.-__�_ .;,'::^ :-r•-.�� .y ". LEVATIO_ _ xS4-U1_U,OTYP-ANDS "E N FOR S€ACING_," IZE.., .... .- .. - ,,, -- '__fir - . . E E Di57 GE DIST. Ix OR 2R.WOOD . BUCK{OPTIONAL)„ �.1 MAX Y.M. 1 I 4 1/4'MAX SHIM 1 1 4!4"MAX SHIM I!4"MAX SFRM 14_ 114'MAX SHIM ANCHORS.PER yL,, ANCHOKSCH SEE TYPICAL EDUCE. .. _ ANCHORS PER Qu� '- 4 ELEVATION ON 4 4 ANCHORS PER 4 ANCHOR SCHEDULE. ^� c $ SHEET 2/8 FOR ANCHOR SCHEDULE. SEE TYPICAL Z ' SPACING SEE TYPICAL W ELEVATION ON t4 3 $ 13 SHEET 2/8 FOR SPACING FOR N �+ u. T. SPACING OPTIONAL G SURFACE a APPLIED MUNTINS - (� TYPICAL ANCHORS. $CHAARTSFRSPACING QUANTITY O a . 2 2 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS.... -- . • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND _ u1 I TRANSFER THEM TO THE BUILDING STRUCTURE.' qY Qty O PE'A'-1/4-DIf.-�O::By (FU-177 K5[, ip J N FY-155 THRU 18E{2&i6P51 MIN}OA GROUT "j• c ,�„ 'Y p FILLED S ) 0 m g 1.3/4'MONCRETE OR GROUT FILLED BLOCK TYPE'B'-1.l4. Y'ELCO'.(Fu=177 KSI, ' Fy=155 KSI) . INTO 2BY WOOD BUCKS OR WOOD STRUCTURES' L (SYP42 G=0.55 MIN) ANCHORS PER ANCHOR 1•.1/2'MIN.PENETRATION INTO WOOD BED OF 6 SEALANT SCHEDULE.SEE TYPICAL _ "' .. TYPE'C-174-20 D1A.SHEET METAL SCREW(GRADE 5 ELEVATION ON SHEET W4 � 2 4 FOR SPACING MIN)CF.-120 KSI,PY-90 KSn g INTO METAL STRUCTURES(S PINCHES PASS THE m. THREAD PLANE MLN.1 STEEL:W THK.MIN. 1/4" M (FY=3C+KS}MIN) - . . . 1 ix R:2z WOOD BUCK ALUMINUM;I/$"THK;PILN.(.6063-'f5 MIN) (STEEL (OPTIONAL).NOT BY T.M. - � R PAWED�ACT WITH ALUMINUM TO$E PLATED .. - TYPICAL EDGE DISTANCE m ]NT I CONCRETEIG RUT FILLED BLOCK=2:•1/2"MIN. . •INTO WOOD STRUCTURE=Y`MIN. . GE BT' INTO METAL STRUCTURE=3/4`MW. ' - - L'D?YNIM@NSffI>i�86RF84 12-TM W- EXISTING HOST STRUCTURE- stnT.lu a ...D1 covmm>EEr FL #1592x.1 1 TYPICAL SECTION VERT SECT R• 3/3/20:13 1:57 PM 3 of 8 FLI 5920—RO—H—DWG re-submit 10-1 4pdf http://www.floridabuild*mg.org/upload/PR—Instl—Docs/FL15920—RO-1 (2).TYPICAL SECTION HORIZ SECT SCHEDULE"A" FOR SOLIARE ORREGINGLE OPTIONS-OTHER SHAPES AM UWTm To*70 Pat(SEE PAGE 2) ANCHORS PER ANCHOR SCHEDULE.SEE-TYPICAL ELEVATION ON SHEET 2/8 FOR smarid ISTING HOST STRUCTURE, M LOADOAPAWY W5D LW� METAL STRUCTURES(STEEL OR FRAW GLAOTYPE&H GLA84iYPE M2 BED Of BCD of ALUM.IIV MIN,THICK) GLASS TYPE US SEALANT SEALANT 4 JGLASSrm W STEEL:FY-36 KSI MIN. Wm ANCHORS PER ANCHOR ANCHOR SCHEDULE 6063--TS MIN. SEE CAL P-&F()ptLF. ELEVATION ON SHEET 2/8 ELEVATION ON SHEET_ FOR SPACING 218 FOR.SPA.WG —1/4.-MAX S RIM �,j Okjay 1/4�MAx sHIm BY WOOD 5= INTERIOR L_ 3 c' OR 2x WOOD, DUCK )p - (OPTIONA L ' dL ZD I B EXTERIOR a 4 r ..Iwo 9 4 (4) (�F ........ FRAME (2).TYPICAL SECTION HORIZ SECT SCHEDULE"A" FOR SOLIARE ORREGINGLE OPTIONS-OTHER SHAPES AM UWTm To*70 Pat(SEE PAGE 2) ANCHORS PER ANCHOR SCHEDULE.SEE-TYPICAL ELEVATION ON SHEET 2/8 FOR smarid ISTING HOST STRUCTURE, M LOADOAPAWY W5D LW� FPAW FRAW GLAOTYPE&H GLA84iYPE M2 BED Of BCD of GLASSTYMM4 GLASS TYPE US SEALANT SEALANT MASS TYPE 10i JGLASSrm W ANCHORS PER Wm ANCHORS PER ANCHOR ANCHOR SCHEDULE SCHEDULE.SEE TYPICAL SEE CAL P-&F()ptLF. ELEVATION ON SHEET 2/8 ELEVATION ON SHEET_ FOR SPACING 218 FOR.SPA.WG L_ 3 c' 8800 dL ZD I B EXTERIOR 130 ...... .LO-I ..Iwo so so (�F ........ FRAME (2).TYPICAL SECTION HORIZ SECT SCHEDULE"A" FOR SOLIARE ORREGINGLE OPTIONS-OTHER SHAPES AM UWTm To*70 Pat(SEE PAGE 2) ANCHORS PER ANCHOR SCHEDULE.SEE-TYPICAL ELEVATION ON SHEET 2/8 FOR smarid ISTING HOST STRUCTURE, M LOADOAPAWY W5D LW� FPAW FRAW GLAOTYPE&H GLA84iYPE M2 GLASSTYPENO GLASSTYMM4 GLASS TYPE US ]MASSTYPE NO MASS TYPE 10i JGLASSrm W MOW Wm m7-mop-sy vw-sf 0 P-&F()ptLF. 26 Im 8800 8800 80 eo 130 ...... ............ ..Iwo so so (�F 80 so so so �0 70 .-�R .. -p� .�R*'++- +--80 130 70 70 go SO 70 70 7V+ 70+ Be 80 80 so W 60 70 70 80 80 las lir so 89 so so 130 + - Iffim 10 W 130 201P2° ?a 74 70 70 8D W W 80 $6 do W 130 70 70 so —37° ro 7Ti 70 70 —so so 70 so so 70 70 so W t30 8D 38 Wr -70 SD jn 130 1 so W 00 tiftw 80 0 SO so W 130 ?t 78 70 70 80 W SD W 00 130 70 70 so so S' 80 80 80 53 ifir W go 74' so 26 ine ?o 7o in 70 so go so so 80 70 W W 3• IM 70 70 70 so 70 6310 so + so ... ..... - - - -7., " +.''. ......*-+- II .. 11t H° I I-, ro �- - , 26W 70 70 70 70 so SO W W- .... .... 6D +IZ!� 70++ ?L_ - 80 70 —70+ -76- io sa W 40 130 70' 76 W so+ 60 so 8D 7 70 8D SO !T�. -70 00 7k I W so W + 7!70 70 70 W 80 86+ ....... ... 77 IW ax - 70 FL #1592.0.1 14� mit 10... z �Fm < 10 cm W C4 l ow to '7'TMW,-','94 re 3/3/2�41 3 1:57 PM 4 of 8 FL15920—RO—H—DWG re-submit 10-10.pff SCHEDULE "B" FOR BQiIAPE IFzcTm aR wnoms-smwn ARE Lamm To*?o pa ME PAGE 4 OSSIGN LOAD WACKY METHOD) _rRAbggEag,W MASSIME811 CL-3S7WEW CUSSTYPEM3 ClASSTYP6?441GtAS$TYKM5 (dL=TIME Type 53l Ques TYPE*2 HEIQHTLWDTki .. .- . 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So—_80 to so ISO W 80. $0 1 t; Sao so so 80 80 so so .S....p.. ...................... 70 70 70 70 70 70 .......... 70 79 To 70 80 go 60 80, go 80 go So 130 go a, go W_ M To go 190 so 130 so so so ED 0 so to 80 70 70 70 70 ............. 76 To 70 70 . 70 —70 70 70 10 70 70 1 70 1 M 7u FL'#115920.1 10... F K 3/3/2413 1:57 PM FL15920 RO IIDWG re-submit 10-10.pdf http://www.floridabuilding.org/upload/PR_Instl Docs/FL15920 RO II it 10... i GLASS TYPES .090 BUTACITE .094 SUTACLT-E PVS .090 BUTACITE PVB._. . ..,... -INTERLAYER- _ 1NTERIAYER . �. PITERLA r .0909GP INTERLAYER Y°.ANN. "ANN - %a°ANN- ,4/aa`ANN H.$.T ��"ii.5.`YE •..-. " �/ia".H.S. ia tiS R 4 SEALANT SEALANI`�°I SEALANT Ye°I - SEALANT Ye'1 DEPTH MIN.(TYP.) DEPTH MIN.(TYP.) - DEPTH MI;N.(TYP.) DEPTH MIN.(TYP.) 7 °•° Ate rR A SETTING.BLOCK o... SETTING BLOCK Nµ�- SETTING BLOCK o �u SETTING BLOCK o N w u U AT Y POINTS. ° m AT Y PO1NT5 G� AT PO1NT5 G AT Y POINTS �n d, f� 88ii �•. s{ m o m 41 a j D O � -g .090 BUTACTTE PVB Y°ANN. .090 BUTACITE PVB Ti Se'H.S. a O ' • INTERLAYEII INTERLAYER See AIR SPACE %ic°AIR SPACE .090SGP.INTERLAYER .090 SGP INTERLAYER Y° N• Yie"H.S. Y°ANN. Ya"H.S. J Y'H.S. Y HS. �1/a`TEMP "TEMP SEALANT Ya" SEALANT Y'I SEALANT Yg".- SEALANT Ya" .. PEPTH MIN.(TYP.) DEPTH MIN.(TYP.) DEPTH MIN.(TYP.) 8 -DEPTH MIN.(fYP.) 8 ,• . - SETTING BLOCK - o }}uu SETTING BLOCK o Nv�W SETTING BLOCK - o�^' SETTING BLDG( N}}uu Q .. AT Y POINTS n G AT Y POINTS n]G Afi Y POINTS. n AT POINTS m -0 � � t� d1IX tZ,O r 082, MA SCHEDULE 0 ITEM PART DESCRIPTION MATERIAL MANUF./SUPPUER/REMARKS ~ v 'I N30GI 0.083°SIU/JAMB/LIEADER EXTRLGWN fi063-TB - 'e` 2 7M-528 1/e°GLASS STOP FOR f°CLASS- 8083-T8 r .3 TN°327 - I/B°CLASS STOA FOR 8/18'GLASS 4' . - -0050"SNAP COYER ,- -CT 0370"HIGH 0 VMYLB BULB AND 0.187°T-SLOT TPE POLYPROPYLENE FOR 5/18"CLASS OLTWA6 •�` , �• 8 -S 3=1 1 VINYL Sum. 0.ITS-, ..... 44SULATM MASS GLAZMD-SEAO ANESBURY' . c't 7 3x011. VINYL BULB- O.a70°a 7/16 AND 9/18 CLASS GLAZWO d,EtiD AYESBORY • 8 . 8 - (2)66 X 1'SF15 SCREWS AT EACH FRAYS CORNER$AE-GR 2 MW FOR KMANW"WWWW.SHAPES ONLY b - SEAIA SEALER ACRnc SCHNEE-MGREHCAD E 9 _ *ONLY APPROVED FOR LARGE MISSILE IMPACT SETTu10 BLOCK I"LONG AT 1/4 TWWTG {RGU DENSITY RUBE& - �g,, 1 - OPPONAL SURFACE APPLIED MUNTINS .BOGS-Te. - PAPIti STRUOTH RCS7700 STRUCTURAL PUCONE LXASTO)AETMC ADHESIVE BY:YGMEUM PERFORMANCE MATERMIS OIPBINBII.ErI<A�,�r 1. - ALUWNUM"II°CHANNEL.:a"LONG AT EVERY ANCHOR LOCATION(M.) 8032.H3Z ALLIMDIUN 12-1 1°1PY ;Di S/16°XL EDGE MASS SPACER .S7ARNLE58$TESL ALL w.TAL .. 17WER�1#11EET ;:. l - 7/Hl-XL EDDE GLASS SPACER STMNLE85-STEEL ALL PETAL j. - FMUaY SEAL PIB FL #i5920.1 v 1 SECONDARY SEAL SILICONE 0 5 • r 3/3/20J3 1:57 PM 6 of 8 FL 15920 RO H DWG re-submit 10-10.pdf http://www.floridabuilding.org/upload/PR Instl Docs/FL15920 RO II ],�V4� ' `bmit 10... h M.- M 1.264 », 0.129 0 570 c -0.080 VALID FOR 4 031 0. 50 Y . . EXPOSED 6 �a .. N b O m $g N o rn 0:456 W Nm $ ° 0.09$ y J ,{ M aaky 3.633 ' e Uf �`} N �J p V 6 4' V \J O Ua EXPOSED a SURFACES 0.202 $g m N n=Fm 1.139 > d T.. 3.033 g HDRT7• I I PART Olh IS NOT.REQUIRED 1.000 WHEN USING THIS EXTRUSION O �. O U6.420 0.270 4.125 O.D25 ,11 Fi�f° N r 1`t 12-TMW 04 0,34 4.4ze* j 0.423 —'1 0.090 pg Q.080 0.080 .18 cater NOTE EXTRUSIONS NOT TO SCALE. FL.#'15920.1 � 3/3/20J3 1:57 PM 7 of 8 FL15920 RO Il; DWG re-submit 10-10.pdf http://www.floridabuilding.orglupload/PR—Instl—Does/FL15920 RO�Is mit 10... FRAMES OF NON RECTANGULAR SHAPES SHALL >'d W BE WELDED TOGETHER IN N = nfo Y� LIEU OF SCREW SPLINE �m ASSEMBLY(TYP.). a 9 SEALANT(TYP) SEALANT(TYP) y Q rPeEd�a� R » ��m o ps$V SEAM SEAL MAY NAWT9 BE � REAPPLIED IN THE FIELD ti BEFORE INSTALLATION OF • WINDOW,INSPECT ALL JOINTS TO ENSURE A PROPER-SEAL F g . ,mow-o4 FL #Bx 1"GRADE 2 SMS (FOR 90°CORNERS ONLY) 0200 1:57 PM 8 of 8 FL15920_RG"AE Eval.pdf http://www.floridabuilding.org/upload/PR_Tech_Docs/FL15420 R... — — I f �'R "'V'L�JIT*.,,_ ��+,..'k�4�r, :�e✓_ '..�" �^^..y-.. �...wtiw�'-. ... ... �.7.F";`y:... �e.s`'e"�ui�}:'7°r�:"`,f_'yam, �,,,v E, ._ A F.ItANK L. ENNAftDO I C. IN V T1O' Product Evaluation Report i August 23,2012 1 Appiication Number FLB Project Number: 12-TMW-04 Product Manufacturer. TM Windows,LLC Manufacturer Address: .601 N.W. 12th Ave, Pompano Beach, Florida 33068 Product Name.&Description: Series 300Aluminum Fixed Window Large&Small Missile Impact Resistant i i Scp.pe of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida 1 Department of.Business acid Professlonal:Regulation Plor ua.:Bui(d ng.Commission)Rule Chapter 3:005, F.A.C.,for statewide acceptance per Method 1(d), The product:noted above has been tested _ and/or evaluated as summarized hareln to show compliance with the.0:10 Florida.Building Code and is, for the purpose Intended,at least equivalent to`that required.by the Corm;, Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. a r Substantiating Data, • PRQDUPT EVALUATION DOCUMENTS FLB drawing 412-TMW-04 titled"Series 300Aluminum.Fixed Wlndow",sheets 1-8, prepared by Engineering Express,signed&sealed by Frank L. Bennardo,.P.E: Is an'Integral part of this Evaluation Report. I TEST REPOI`tTS i Uniform static structural performance has been tested In accordance with TAS 202 test standards per test. report(s)#0611,.01-12:byAmericarl Test Lab of South Florida(ATL): Large missile impact—.resistance and cyQc lgadlrlg pbrformance.have been tested in accordance With TAS 201,202&203 test standards per test report(s) 1:1.01-12 by American Test Lab of South Florida v (ATL), l 3 • STRUCTURAL ELffilMrEFRI NG GAt.*:ULATICiVS. .• K , j Structural engineering calculations have beers prepared which , evaluate the product based on compairati ie wind/sir ratioraa4 Reed rngin� id for E analysis to qualify the following design crlterla r 1. Anchor Spacing 4 €' 2. Maximum Allowable Si /pressure • ' ' Combinations 3. Architectural Shape Options 4. Glass Capacity Fri P...E 5. Anchor Capacity #Pfl � 3a �. t No 33%increase in allowable stress has-been used in the design of each produ6i'" ,,," { 160 SW 12Tx AVENui #1.06 I)E RFIELD REACH, FL 33442 PHONe:.954-354-0560 FAX: 954-354-0443 WWW.ENGEXP.COM 1 of 2 3/3/2013 1:58 PM FL15920 RO.AE Eval.pdf http://www.floridabuilding.orglupload/PR—TeciDoes/FL15929-1--. ENGINEERING hsC-2. 2 LY7•. TM Window,LLC.—Series 300 Aluminum Fixed Window(LMM2) Page 2 of 21 i 'The following are approved for use in the HVHZ as specified in their corresponding NOAs: ; • DuPont SG Interlayer.(NOA#11-0624.02) • DuPont PVB Interlayer(NOA#11-1118.03) s Impact Resistance: ;. Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test: reports,and Is accounted for in the engineering design of this product. Wind Lead Resistance Each product has been designed to resist wind loads as indicated In the designschedule(s)on Its respective Product Evaluation Document(i.e,engineering drawing). Installation Each product listed above shall be installed In strict compliance with its.respective Product Evaluation t, Document(i.e.engineering drawing),along with all components noted therein. . _ Each product component shall be of the material specified'in that product's respective Product Evaluation Document(i.e. engineering drawing).. I Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document(i.e. engineering drawing)as noted herein. All supporting host structures shall be designed to.resist all superimposed loads and shall be of a material i listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional englneer.. -All components which are permanently installed shall be protected against corrosion,contamination,and other such damage at all times. Each product has been designed for'use.within the High Velocity Hurricane-Zone(HVHZ).' E 160 SW 12'" AVENUe #106 DEERFIELD BEACH, EL 33442 PHONE 954.354-0660 FAX: 954-354-0443• WWW.ENGEXP.COM 2 of 2 3/3/2013 1:58 PM Z. . 33, 3 � MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA.) Miami,Florida33175-2474 1 E ADMINISTRATION DIVISION T.(786)315-2590 F(786)315-2599 NOTICE OF PTANCE OA wwwaniainidade.eov/Gera _ T.M.WInd ws LLC. _ 601 NW 12'b-Ave. Pompano Beach,FL 33069 This NOA is being issue under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product.Control Section to be used in Miami Dade County and other areas where allowed by.the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in:areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA. reserves the right to revoke this acceptance; if it•is determined by Miami=Dade County Product:Control Section that this product or material.fails to meet the requirements of the applicable building code. This product is approved as described herein,•and has been designed to comply with the Florida Building • • de,inc➢uding the High Velocity Hurricane Zone. I)ESC IQN: Series"805"Aluminum Horizontal Rolling Window_L.M.I. rawing No:WQ8-81,titled"Series 805 Alum.Horizontal Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 09/19/08,with revision C dated 02/29/12,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami:Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County roduct Control Section. IS, IMPACT RATING:Large and Small Missile Impact Resistant ear a permanent a e wi a manu ac er's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. 'RENEWAL of this NOA shall be considered after a renewal application has been filed and there.has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety.• INSPECTION:A copy of this'entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#09-1110.02 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MtAMb ne N7Y NOA No.12-0321.02 pA C. Approval ion Date: May 13,2014 i Dater Ma 03,2012 Y age 1 i • I • I . T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SI MITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. : . Drawing No 0841,'Sheets l through 7 of 7,dated 09/19/08 •-Mth revisi�ori C=datedP-_;. 02/29/12,prepared l y Al-Farooq Corporation, signed and sealed by Javad Ahmad,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 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5945,dated 07/31/09, signed&sealed by Julio E. Gonzalez,P.E, (Submitted under previous NOA No. 09-1110.02) 2. Testreports•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,TAS 202-94 along with marked-up drawings and installation diagram'of an aluminum horizontal rolling window,prepared by'Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5457,dated 01/22/08,signed&sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 09-0105.02) 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 aluminum horizontal rolling window;prepared by Fenestration Testing Laboratory,Inc.,Test Report-No. ]8,75459,dated 01/17/08,signed&sealed by Michael R.Wenzel,P.E. (Submitted under previous NOA No. 09-0105.02) 4. Test reports on:.1)Uniform Static Air Pressure Test,*Loading per FBC, TAS 202-94 .2)Large.Missile Impact Test per FBC,TAS 20194 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window(XO),prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FT1-3995,dated 11/13/03, signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA No. 04-0120.01) lie Manuel Pere . . Product Control Exa in NOA No.12-0321-92 Expiration Date: May 139 2014 Approval Date: May 03,2012 E-1 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 IJnifoitt Static Air Ptbssure•Test,`Loading per FBC .TAS 202 94"-;u 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 an aluminum horizontal rolling window(XOX),prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3946,dated 11/04/03,signed.&sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis;complying with FBC 2007, .revised and updated to FBC-2010 on 02/27712,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Partially submitted under previous NOA#09-1110.02) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE' 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CEI2TIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Saflex and Vance' va clear.and color interlayers"dated 05/05/11,expiring on 05/21/16 • 3. . Notice of Acceptance No. 1070'331:02 issued to Cytec- Industries, Inc. for their- "Uvekol S Laminate Glass.Interlayer",dated 05/05/10,expiring on 02/08/14. •F. STATEMENTS 1. Statement letter of.conformance,complying 'th FBC-2010,and of no nancial interest,dated February 27,2012,signed and se Javad E. 2. Laboratory compliance letter for Test Report No.FTL-5945,issued by Fenestration Testing.Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez,P.E (Submitted under previous NOA#09-1110.02) Manu*2- Product ContNOA N Expiration Date: May 13,2014 Approval Date: May 03,2012 E-2 T:M.Windows LLC r4cow2cap only AccmmPTAN Vyirimmrtcmm s�simm.Mlt'�"2'E79 F. STATEMENTS(CONTINUED) 3. Laboratory compliance letter for Test Report No.FTL-5457,issued by Fenestration :,- •, _ , . ;..:- `.' .: . --_ Testing Lab�ratoxy-zrac: dated:`03113/08,°si` d a�id'sealed`b CarlosS�Rr��d� P�'E =�3 F .� ..;. ,: (Submitted under previous NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No.FTL-5459,issued by Fenestration Testing Laboratory,Inc.,dated 02/21/08,signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09-0105.02) 5. Laboratory compliance letter-for Test Report No.'s FTL-3946 and FTL-3995,.issued by Fenestration Testing Laboratory,Inc.;dated 11/04- 13/03,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA No 04-0120.01) G. OTHER 1. Notice of Acceptance No.49-1110.02,issued-to T.M.Window,LLC,for their Series 805 Aluminum Horizontal Rolling Window—L.M.I., approved on 03/17/10 and expiring on 05/13/14. Manuel Per E. Product Control E am' er NOA No -03 1.02 Expiration Date: May 13,2014 Approval Date: May 03,2012 E-3 3/18".ANN.GLASS 3/1-6"HEAT STREN'D GLASS. - FOR AD IINSTALLATONS INTO �. F WOOD STRUCTURES OR Ip 090"INTERLAYER 090°INTERLAYER THRU WOOD BUCKS INTO MASONRY 'r I SAFLEX BIG BY SDLUTIA SENTRYGLAS BY DUPONT 74`MAX. i� cgp • WINDOW WIDTH : 0 5 3/16`ANN.GLASS 3115°HEAT STREN'D GLASS g8" 8"66A7f -' MAX gg E.I SIUQONE �r SILICONE FALSE MUNIINS' 6° 3`� CORNERS d 4 v m GE RG57700 m GE RG57700 (SURFACE APPU£0)) 3 DOW CORNING 995 z DOW CORNING.995 MAY BE USE(7 A LL m� 13 by 0 V 05 g II II '1 1 LI jl 0 Q G 0 50- 7/16"OVERALL GLASS 7/18°OVERALL GLASS TYPE 'A� TYPE H. "� mi m o �i 1� �i v•o 1/8"•TEMP.GLASS 1 4 AIRSPACE.' _ lll-"==•.. ==�I====P'.' J n 3/18`HEAT STREN'D GLASS 3/16°ANN.GLASS /» II 1 .120"INTERIAYER .120°INTERLAYER 1/8"ANN.GLASS UVEKOL-LIQ RESIN UVEKOL-UQ RESIN BY'SURFACE SPECIALTIES INC.' BY'SURFACE SPECIALTIES INC.' 090"INTERLAYER 7 F7 BIG PVB BY'SOLIITIA' 3/18°HEAT STREN'D GLASS 3/16"ANN.GLASS. 1/8`ANN.CLASS ` (j 32 7/8" 33 1/2" m SILICONE SILICONE SILICONE D.L.OPG. D.L.OPG. BE RG57700 BE RGS7700. GE RG57700 DOW CORNING 995 DOW CORNING 9Q5 i DOW CORNING 995 ` 37 1/2° �atl Q N tail 1 13 11 t i- VENT WIDTH q Z In M 1 1 M L I I M 9 r '•` d6 3 z G $ I Ij 0. X�RA —PSF k W OL MUM DE '{. GLASS TYPE'A' G TYPE'B' GLASS TYPE'C' GLASS TYPE'D'r, GLASS TYPE'E' 1/2"OVERALL GLASS 1/2"OVERALL GLASS 11/16'OVERALL WSUL.GLASS W.(+) iNT.{-) .(+) 1NT.(-) .EXT.(+) 1NT.(-) EXT.(+) INT.(-). EXT.(+) 1NT.(-) TYPE 'C' TYPE 'D' TYPE 'E' 80.0 1 90.0 90.0 1 13MO 90.0 90.0 55.0 55.0", 79.0 79.0 o x. AM SH ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM'LATCHES, R GLAZING OPTIONS FOR SWEEP LATCHES LSAT MAX. LOADS TO 180.0 PSF. ;1 Nil � t• NOTE: 1� GLASS CAPACITIES ON THIS SHEET ARE; , SERIES 805• BASED ON ASTM E1300-04 (3 SEC..GUSTS) 'ALUMINUM HORIZONTAL ROLLING IDA. AND FLORIDA BUILDING COMMISSION c - DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT'HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •DECLARATORY STATEMENT DCA05-DEC—'219 's ` •ffi 808 CHARTS SHOWN ON SHEETS 1 & 2. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). THESE WINDOWS ARE RATER FOR LARGE&SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS Ah1E•:NOT'REQUIRb, •��. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER LOADS TO THE STRUCTURE. I 'g( 4 ,Ehga f VAO +; d , MIAMI-DARE COUNTY APPR'0 WINDOWS USING MIAMI-GAGE COUNTY ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.ANCHORS :M.A.P '7a5ea.,L• .y�mp{ WAh"Irk" APPROVED MULLIONS IN BETWEEN. EMBEDMENT TO BASE MATERIAL SHALL BE BEYONp WALL DRESSING OR STUCCO. I. 3ldldfng LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL t� " i)«�PTo IZ'�' 2 WILL APPLY TO ENTIRE SYSTEM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE t:* -,. ' iUunDate NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT COME INTO CONTACT WITH OTHER DISSIMILAR.MATERW.S SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.&4. AP y shoal 1 of?. p: ADDL ANCHOR REOD. WOOD STRUCTURES OR ADDL.ANCHOR REDD. oc THRU WOOD BUCKS INTO MASONRY FOR INSTALLATIONS INTO 'g 1 111'MAX. WOOD STRUCURES OR WINDOW WIDTH THRU WOOD BUCKS INTO MASONRY 3 10 1/4' WINDOW WIDTH zd b" HEAD\SILL 9 3/8° 6 cr FALSE MUNTINS 3• MAX. b'MAX. FALSE MUNTWS 14 7/8" 3' � 8'MAX. ��,• APPLIED AT FlX.LITE (SURFACE APPLIED) Mo. ( HEAD\SILL HEAD/SILL F#AD/SILL 8 A MAY BE USED •�3' •,� 'Y AT VENT CORNERS A HSEALL O Ir CORNERS pF� a ..• 1 (' i 1 11 11 3 II 11 jl II 11 11 11 I li 1 I(:_ 9 q . r 16 ^/� _ •C N � II .� it 11 .� .}� 11'./ it \ < N •I 1 N� v •i '1{. \ \p _ I 11 ^_-'1F--_ M O 11 I�-__ M �$j ✓\i �O ___IF- t1'_✓\i Oil :___�~_--_ OI��j .4 - 11 11 - jl 4 ° 111t> iI� _. IL .IL__ ___.11 _ T'__-'iF__ __`17_-_ '�l tl If 7 II 1 B 1� II 'I 11 B ii II•, 'm My 32 7/8' 33 1/2" 32 7/8" 24 5/8" 50•MAX, 24 5/8" D.L.OPO. D.L.OPG. D.I..OPO. D.0 OPG. D.L.OPG. D.L.OPG. tf 15 37 5/8' 37 5/8" 'n $ 29 1/4° 29 1f4' '^ VENT WIDTH VENT WIDTH VENT WIDTH VEND WIDTH Z TYPICAL ELEVATIONS z XOX SIZES -- XOX SIZES 0 0 MAXIMUM DESIGN LOAD RATING - PSF MAXIMUM DESIGN.LOAD RATING - PSF 1'tO O FOR SIZES SHOWN ABOVE OR SMALLER FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE'A' I GLASS TYPE'B' GLASS TYPE'C' I GLASS TYPE'S' GLASS TYPE'A' MASS TYPE'B' EXT.(+) INI.(-) EXT.(+) INT.(-) EXT,(+) INT.(-)I W.(+) TNT.(-) EXT.(+) 1 lz(-) W.(+) TNT.(-) 80.0 - 90.0 90.0 130.0 90.0 90.0 79.0 79.0 80.0 90.0 90.0 130.0 : t LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, LOADS SHOWN ABOVE ARE FOR WINDOW VENTS g FOR METALLIC SWEEP LATCHES LIMIT MAX.LOADS TO*80.0 PSF. WITH SPRING LOADED ALUM LATCHES. Y FOR METALLIC SWEEP LATCHES LUST MAX.LOADS . TO*MO PSF. f . my • .IJAV 'AHMAO PRODUCTREVISBD CNL �s couWlyjn&with lda FlaaMit ' RA'PE•3 70893 ,EuildGlg Qoda _ q. . ;'•�A'N;3359 1' Accp�p aNnro •(� .l0� � ,� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3,SEC. OUSTS) ^�^ AND FLORIDA BUILDING COMMISSION S—S DECLARATORY STATEMENT DCA05-DEC-219 1 2 of 4 .3 � .- - TYPICAL ANCHORS :TYPICAL ANCHORS ELEV. SEE ELEV I Ely WOOD BUGC SPACING META. FOR SPACING � 7`/`.=m i pe STRUCTURE F__-_---- z--_-_ --"1 n ° �p10%3/8"PH SdS $ �i �S y 105" I MULLLIION&E WON ANCHORS 11 °n < 2 UP s` I, WIND° ° a'°' a'•°' •°e a PER C i MIN. ; SEE SEPARATE?OA i 1 1/g+ 0 I �1 _ o Mw �Q 6g - -.-- -- -- Q,o 74 LOAD CUP TYPICAL ANCHORS ,MIt�HORS 0 1$�� SEE II Ii ji !i FOR SPACING FOR SPACING II j1 I I 1I • ��el Y !i !j WOOD BUCKS AND METAL STRUCTURE NOT:BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING?SYSTEM O AND TRANSFER*THEM TO THE BUILDING STRUCTURE. - -'- EALOTS: LLD L ANCHORS: SEE ELEV.FGR sv. ULTRACON BY 'ELCO'ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED (Fue177 KSI,Fye15B KSQ SILICONE OR ACRYLIC SEALANT WOOD BUCKS OR WOOD STRUCTURES 1 :I t :I. - PO$ WEEPHOLES: MlN. PENETRA110N INiO WOOD :•' Wt = 1-1/4" X 1/4"WEEPHOLES WITH PLASTIC SAF BUCKS INTO CONC. OR MASONRY•IN. EMBED INTO CONC. OR MASONRY.,AT 4-7/8" FROM EACH ENO AND AT MIDSPAN yJ :C R W2 = 1-1/4"X 1/4"WEEPHOLES INTO CONC. OR MASONRY 1 ! AT 4-7/8"FROM EACH END AND AT MIDSPAN IN. EMBED INTO CONC. OR MASONRY p.-mtW3 = 2" LONG WEEP NOTCH AT EACH END �(`W4'= I" LONG WEEP NOTCH AT 32" FROM EACH END ( $CRS) - 3;0f INTO METAL STRUCTURES• za„� STEEL : 0.105" MIN. (Fy = 36 KSI MIN.) ipm . ALUMINUM : 1/8"THK. MIN. (6083-7S MIN.)' I 0 (STEEL IN CONTACT WITH ALUMINUM TO BE*PLATED OR PAINTED) ii ii Ii !i 014 SMS OR SELF DRILLING SCREWS (GRAor 2 CRS) 12"LONG 10 P 21® 11 SLL CUP ADAPTER INTO MIAMI-DARE COUNTY APPROVED MULI_ION (MIN. THK. 1/8') ii ii iii (NO SHIM SPACE) o " ii 27 - TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN" n INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4"-MIN: W3 a CONCRETE AT HEAD,SILL OR JAMBS-f'c + 3000 P51 MIN. © C-90 HOLLOW/FILLED BLOCK AT JAMBS Cm a 200f PS MIN. W4 to m o 'Engr:JW.AMP PRODUCTRDV13Dd '' d n. P�70882•, ��PK'�Bw101UmFlOflAs $ L" "� `•4-` ,} ° q .` $ .' ° ° ANCHORS 4041 reAA 7 1 FOR SPACING o. i By� f1MW g +101.Wt W2 'IY�IC 3 PER CLIP W0$-'$'�'sheet 3 of 7 0i2 D • f n UE VAX. VENT WIDTH 7� w 28 1/4"MAX. 18 TYPICAL ANCHORS ar. METAL 1 24 15 8 SHIMS SEE ELEV. J STRUCTURE FOR SPACING C 19 _--_. : _--: -........ ._._. SCREENS OPT. - .._.._.. .._.._.. I.By e < WWD BUCKS TYPICAL ANCHORS DLa t�� i'jEt!j . . . FOR�SPACIINNG 4 EXTERIOR g •'•o v - 't WINDOW WIDTH _ • XO LAYOUT OX OPPOSITE C D 1/4'MAX. O1%^ 1/4"SHIN O VENT WIDTH O' VENT WIDTH SHIMS M�„'XT, Mya MAX. - WOOD Li wo suDKs WOOD 7OR K Q 3 FI°o a, ---SCREENS OPT. -----� _ - - _ _ ___ ' ----i- SCREENS OPT:-- ° TYPICAL ANCHORS SEE o FOR SPACIRC TYPCAI.ANCHORS SEE ELEV. EXTERIOR FOR SPACING s WINDOW WIDTH XQX LAYOUT $ TYPICAL ANCHORS . SEE ELEV.FOR SPACING MM-DADE COUNTY APPR.D NUWON SEE SEPARATE NOA I r VENTS WITH g r---T e� • H i SPRI f4.,.LOADED LATCHES :,,, , IN a 1 VAN AHMAD-. PRODUCTRWJMD CA 7. S II I1 ?fj i 7CHZ "dWg CAde DI IhoPl+A18N ' t $ 'x I1 I1 +any .� - _---_ 2012 , 1 I -------SCREENS OPT, �!. `- EXTERIOR ,`� WINDOW 7WDTH WINDOW WIDTH _ i.`�;. • .. '!fit T is 1/4'�HfM M E4- NAX. VENT WIDTH sj 1/4'MAX. METAL - i lg 24 15 g SHIMS TYPICAL DR-'` F 8 ry/ STRUCTURE ,FOR SPACING MR �£ 19 , . O _._._._._._._._._. gaa . fm _______ .._._.._.._.._.._.._.. F - 1WWD SUCKS Q pp C Lj W � g TYPICAL SEE ANCHORS ELEV. q 9A 18 - D.L.O. S- d FOR SPACING• £EXTERIOR r• WINDOW WIDTH .. is X0 LAYOUT h Ox.OPPOSITE © O 1/4-MAX. VENT WIDTH 1/4'9106 VENT WIDTH SHIMS MM.} M MAX. 18Y WOOD BUCKS WOOD BUCK OR �!1 IF -11 -- =_= _ I Z�or� PER .._.._.. .._.. .. '' TYPICAL ANCHORS --SCREENS OPT. _____ .._.._....... __.� SCREENS OPT-- SEE ELEV... t' a• FOR SPACNG • e D.L.O. •9 u SEE ELEV. EXTERIOR ` fl FOR SPACING WIND6w WIDTH +Y XOX LAYOUT m . TYPICAL ANCHORS z . - - SEE ELEV.FOR SPACING . • - MIAMI-OADE COUNTY f APPR,D WHILUON c m d 2 •: SEE SEPARATE NOA� O O it r--- VENTS WITH SWEEP..�ATCHES :qqr.• 'AD•AHMAD PRopucrRmsgp t 't CIVIL AS t:ampw%w116Ute F�Of1Ae I '•+ ". I t i 1 r•Yu PE 70562•. IAdldfug Corte $ ca w.- 536 .I A�p� !. A? 2 /¢ k II t i t --SCREENS OPT. Igy . ..................... .'' .A'Y.aai OMwv* rw, EXTERIOR A�;. 2O1Z WO8-8) WINDOW V/IOTH WD100W WIDTH ',•N. sPeet $of 7 3.068 ...41.374 5_ -°j i.ODO �^-• - ma PART f .•QUANTITY DRSCRIMON MATERIAL MANF/64iPPLIER/RP.NARXS }.. �/ F - -, F11�175 1 TM-130 1 FRAME SILL.082 7� 2 TM-1330 1 FRAME 9LL BASE t 63-T8 - _� - 3. TM-134 1 FRAME SILL TOP 6063-T6 -]1.250 f f 4 7M-132 AS REQO, FRAME JAMB-VENT 8063-78 - Z � 2.437 1.425 .728-�#{�• 5• 'TM-131A AS READ. ,FRAME JAMS-FIXED 8083-T8 - W 1 8 TM-138 2/VENT TOP AND BOTTOM RAIL 6063-T8 - L e• 14 WIND LOAD CUP QQQ T TM-139 1/VENT J40 STILE 8063-76 - 1.SW 8 TM-140 1/VENT MEETING STILE 6063-T6 - TOP & BOTTOM RAIL t•� r 9 TM-137 1/•VENT FIXED STILE(SPRING LOADED LATCH) 8083-TB - O 1.03b r SA - TM-137A- -t/VEM FIXED STILE(SWEEP LATCH). . - - 6083-TB _. j Ot FRAME HEAD 1.750 10 TM-136 1 -SILL TRACK MSERT 6083-T6 - O . 11 TM-135 1 581.CLIP ADAPTER. 12°LONG 6083-TB AT MTC.STILE LOCATION Q d .OS4 j 12 TM-118 i/VEW BPRUd6 LOADED VENT LATCH,3-1/8'LONG 6063-T6 AT MID'SPAN Al 1.450 .12s-�I WW 17A - 1/VENT METALLIC SWEEP LATCH - AT MID SPAN .077 2.201 126 18 X 3/4° 2/LATCH SWEEP LATCH MtUNMG SCRM - FH SMS .563 1.379 i.W0 15 MTG. STILE REINF. - 13* TM-141A AS REDD. GLAZMO BEAD(LAMINATED OLASS) 6083-T6 - .313 .065. 13A TM-181 AS REDD. GLAZING BEAD(UML LAM.GLASS) 6063-T8 - r .' ♦°-x•.500 14 TM-154 AS RE06, WINO LOAD CUP,4°LONG 6083-TB - IT* . 1.420 2.312 - L I 15 - 1/SIRE MEETING S71LE REINFORCING 8083-Tfi - T1• .. -_-. -_ -. . ----��irr t8 '- 2/STR.E FIXED STILE 11E1WORCNG - 6083-TS .107 1.000 17 W31225 AS REDD. FM SEAL WSTRIPMG(.270"X.27,0°78tH) WOOL 10 SILL TRACK O7 JAMB STILE 5 I 18 W43371 AS REDD. FN SEAL WSTRIPPNG(.187°X.370°Hmm) WOOL - J -3 19 W43201 AS REOO. FN SEAL W WPINO(.187°X.200'HIGH) WOOL 1.071 2.312. 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8`X 1/2'X 1-7/18"LONG 0 18 FIX. STILE REINF. 21 - 2/VEW VENT ROLLER.HOUSING&O WE PLASTIC AT EACH ENO 'M.•,,y' .082 ,OgS 22 - - VENT ROLLER/WHEEL BRASS - U �d 1.295 TYp, 1196-1 23 #12 X 1 2/CORNER FRAME ASSEMBLY SCREWS - P.H.PM11PS SMS 1 • 2.373 r 24 plo X 1- 2/CORNER PENT ASSEMBLY SCREWS - PJL PHILLIPS SMS 1.375 1.548 29 - 1/IATOH. VENT LATCH SPRING ST.STEEL 5 F U .929 1.000 949 1.235 28 W31 t75 AS READ. -FIN SEAL W MPPMG(.187°X.175•HIGH) WOOL - a N CO 27 TM-151 t Su REFER 6063-TB - z 0_ tt SILL CLIP ADAPTER 3� 1.7811 ..0621. Z Oa, m T4(M g 0 O MEETING STILE t2•' VENT LATCH �.i F'to 0• 2.312 2.312 - .Q58 ,Ogg .435 •.183 1.718 - 70 .89Y .040 .582 .540 .040 ,g00 1.437 1.237 7.379 1.000 1.237 1.750 GLAZING BEAD GLAZING BEAD Og FIXED STILE (SPRING LATCH). O•FIXED STILE{SWEEP LATCH) (LAM.GLASS) '(INSUL',LAM.GLASS) - 17 1 O - FRAME SILL TOP 1.784 .937 3.089 .062 .082 NP. .082 . TYP. • 1.919 1.799 Eng,JAY D A1=7 PRODUCT REVISED 2.828 092 3042 3.283 3.168 3.042 Om4.. as mmptying with the Florida - ";PCg7092 B 1858 3t�t38 gsceDtanaaDN�o17-X321.02 1: RIP LEG .183 A RE(D. in9 ^Os 3.068 .879 975 O FRAME SILL BASE O FRAME JAMB - VENT O FRAME JAMB - FIXED 27 SILL RISER �.,1,�� <<.••` 6 of ;e a y M S.Z-;,;H.SM&- "21110,SCREWS*SMS. PH.SUS. IENS (2j j FIXED MTG. RAIL TOP CO wnr- 76W AFR�,?-� r REVISED 18 ao gill z L