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RC-13-1748 (3)Miami Shores VillagecI JD 3 b� Building Department IIVP NOv�110050 N.E.2nd Avenue, Miami Shores, Florida 33138 �U DTel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 p` !aZ 113 FBC201� B I DING Permit No. PERMIT APPLICATION r Permit No.191C) __3 41 Li Permit Type: BUILD U ILD " � � �`a° �� '��'� �� )� " OOFING .4. JOB ADDRESS: 1208 NE 99TH ST City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: Is the Building Historically Designated: Yes NO X Flood Zone: No OWNER: Name (Fee Simple Titleholder): DANIEL and HARA BERGER Phone#: 305-542-6098 Address: 1208 NE 99TH STREET City: MIAMI SHORES State: FL zip: 33138 Tenant/Lessee Name: N/A phone#. N/A Email: dnbeezy@gmall.com CONTRACTOR: Company Name: O -L cui S -("G-71 (Phone#: 5J j -1� Address: lj W go s —r City: l✓to j uww Irl %..' Qualifier Name: TM*A State Certification or Registration Contact Phone#: ft U& DESIGNER: Architect/Engineer: N 00 Value of Work for this Permit: 0 iD 0 Square/Linear Footage of Work: Type of Work: 91 Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: ftrOC.00 Xt5 AQ.0 �✓li'I� 1ot11 ' Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ L Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of co n ement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is iss n t absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged C Signature L Signature Owner or Agent The foregoing instrument was acknowledged before me this 18 day of November 20 13 by Daniel Berger who i rsonally known to r who has produced As identification and who did take an oath. NOTARY PUBLIC: r &411 Sign: Print: P My Commission Exp res: 40 a' Noted Publk StOte Of Florid" Mandel Gonzalez GOO= • MY Commisebn DDM717 a Expires OWJW2014 Contractor The foregoing instrument was acknowledged before me tbiszL day of &P v 1i� rbby ,�( who is personally known to me or who has produced k as identification and who did take an oath. APPROVED BY Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 000/2009)(Revised 3/15/09) Sign: Print: MyC NOWY P*ft - State of florda MY Comm. Expires Nov 17, 201 Zoning Clerk M !am! Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I`21 is /1-3 Permit No: R-Ct3-t vi?, Structural Critique Sheet Page 1 of 1 + I>"fLioINX3 %—I PL*ti (I.0N CLLR '04 _11 Wes IJo-( -HPE- -(® Clo ti rf "-r- K-e*'S6 L fVP -k rIE0-Co N r, wJRotx 40 Re -S® L,v Ir 2iW c )G30C ®N '-(vL—S : 4�-r I : '30 P. STOPPED REVIEW Pian review is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the re -submittal drawings. Mehdi Asraf Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATIO n e ti w, v H Permit Type: PLUMBING JOB ADDRESS: 1208 NE 99TH STREET FBC 20`O Permit No. 'FL, e-3®� Permit No.QQ3=1 City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: Is the Building Historically Designated: Yes NO R Flood Zone: OWNER: Name (Fee Simple Titleholder): Daniel and Hara Berger Phone#: 305-542-6098 Address: 1208 NE 99TH STREET City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: N/A Phone#: N/A Email: dnbeezy@gmail.com CONTRACTOR: Company Name:: Gy IId / lr%/? 409 SQJ'VfG« Phone#: 6?'y Address: l 67OZ &IW Akrfel �,N City: Pew 'Sa/—a State: F1_ Zip: 3519 5'3 Qualifier Name: A04mer 1_2Jzo d Phone#: State Certification or Registration #: 1+��S"444 Certificate of Competency #: Contact Phone#: EmailAddress: C IL��S`�� Q �00 DESIGNER: Architect/Engineer: r_ � Q �t1ls Phone#: 3 os NIS 3 zs Value of Work for this Permit: $ 1, 1,;06 $quare/Linear Footage of Work: Type of Work: ❑Address OAlteration ONew E3R, nnir/Ranlarr. Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ ODemolition TOTAL FEE NOW DUE $ _VW 4L r._1 Bonding Company's Name (if applicable) Bonding Company's Address city State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Signature 1* Contractor The foregoing instrument was acknowledged before me this 18 The foregoing instru ent was acknowleqged before me this day of November, 20 13, by Daniel berger day of (ice201 ,, by wa/ • , who is ersonall known tom or who has produced who is personally known to me or4ho ha ro d As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: NOTARY Sign: p--------- My Commission Expires: Notary Public Stated Fbrkltly . Ma►idel Gor¢alez Gutierrez {� My Commfasbn D0889717 \ cpfp,0�" Expirea08/19/2014 APPROVED BY f7 Plans Examiner AMl V. Structural Review (Revised3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) as take an oath. MAY M"*N # BE157508 EXPIRE$ Jig w" 00, 2018 Zoning Clerk _. . , } . .. ;t f " P.F. #038 (3fl5)83-393h8 CONSULTING ENG]NEERS M1 ' Tj ; .WV%4 0W.x3t y CM R Dense Select Structural 3050 1650 100 660 2250 1,90q,000 Select Strumural 2850 1600 100 565 2100 118001000 Non -Dense Select Structural . 2550 1350 100 480 1950 1,700,000 No.4 Dense. 2000 1100 1QQ 660 2000 ' 1,806.ow No.1 2"-4'Wck 1850 1050 100 565 1850 1,700,000 No.1 Non -Dense 1700 900 100 480 1700 1,600,000 No.2 Dense 2"-4° wide 1700 875 90 666 1850 1,700,000 No.2• 1500 • 625 90 565 1650 1,600,000 No.2 Non -Dense 1350 775 90 4130 1600 1,400;000 No.3 850 .415 90 565 975 1,400;000 Stud . 875 sw 90 555 975 1,40000 Construction 2" 4'thick 1100-'---$25 100 565 1800 i, ,"000 Standard 625 , 350 90 565 i500 1,300000 Utllityt 4'"wide 300 I 175 90 565 975 11300,000 Dense Select Structural 2700 1500 90 660 _ 2150 1,900,000 Solea Structural 2550 1400 90 565 2000 1,800,000 Non-Dense:Selea Structural 2350 1200 99 480 1850 1,766,600 No.1 Dense 1750 950 90 660 i90o 1,800,000 No.1 2°-4°thir k 1650 900 90 565 1760 1,700,000 No.1 Non -Dense No.2 Dense ism 800 90 480 1600. 1,600,00 5°-6° wide 1450 775 90 660 1760 1,700,000 Not 1250 725 90 565 160* 1,600,000 N9.2 Non-p?Mo 1150 673 90 480 1500 1,400,000 f �d 750 425 90 565 925 1,400,000 _ 75 425 9p 585 925 1464 000 SPIE [Sense Select Structural. — 2450 ' 1350 90 660 2050 1,900,000 Select Structural 2300 1300 90 565 1900 • 118001000 Non -Dense Select Structural 2M 1100 90 480 1750 1,700,000 NO,1:Dense 2°-4°thlck 1650 875 90 660 1800 1,800,000 No.1 No.1 iNon-ba" 1500 825 90 565 1650 •1.166,666 8'wide 1350 725 so 480 1550 1,600,000 No.2lUense 1400 675 90 660 1700 1,700.000 Not No.P Non -Dense 1.200 650 i if 90 566 1550 1,600,000 No.3 1100 806 90 480 1450- 1,400,000 700 400 565 875 1400,000 Dense Sel$dt Sfnielarat 2150 1200 _ - 90 660 2000 1,900,000 Select Stnu Lural 2050 1100 I 90 565 1850 9,800,000 { TABLE 8.4 (Continued) Grading Rules Agency Spld Dense structural 86flet s"Cs Conditions) Dense Structural 722-1/2"4ihidt 21.00 Dense Structural 65 1750 1400 145 440 - 2.1i7'& wider 1200 1:20 440 1300.:.___• 1.600,000 1600 1050 110 1100 1,600.000 440 1,600,000u�P ti,b�•., g �,�. '�!�+' S�� .3:�C:byam ; i'.i,➢: faa 1&:'� �• 1000 AFPA tfsrmerir \FPA), WashinP,ton. DC, 1991. Design values in pounds per 644e?e inch (psl Tension Shear parallel Compression CSize ompressitifi Modulus tOmmerdai grade classification Bending Fp PB to gr iln tagrain parallel to of Non -[?ansa Setect Sthictura! - Ft v Fob gain ipe Ela EicitY No.1 Dense No.1 2 -4 -thick 1850 1450 850 775 90 480 1750 i,790,000 No.1 Non-bense Dense 10 1300 725 90 90 660 1756 1800 1,800,000 Not ;� 650 660 625 900 900 1,700,000 1,600,000 W2 Non -Dense 1050 575 90 860 1650 1,700,000 N" 950 550 90 1500 1.600,000 DOhse telect Structural 600 325 90 480 565 1400 1.406,000 Select Structural 2050 1100 90 850 1,400.000 Non -Dense Seleot Structural 1900 1050 660, 1950 1.900,000 No.1 dense No,1 2" 4°tft<ck 1750 1350 goo 99D 565 `80 1600 1700 1,800,000 No.1 Non=Donee 12` 1250 725 675 90 660 1700 1,700,000 1,800,000 No Dense 1150 600 90 565 1600 1,700,000 No.2 N8,2 Non -Dense l 1150 975 575 550 90 480 1500 1800 1,600;00p NO 3: 900 525 565 ,1450 1,700,000 1.600,000 e 325 480 565 1350 1.4000 00, )ansa Structural 86MrY 2" 4`tl1(+�f. 825 service conditions --19% orless molsWr 1400 000 sst7� tUr6P72 � , X56 ,LqW #li)j se;' tU • 65 2' r 2200 1450 1505 660 6� 2000 1,800,000 . a1 1650 1,800.000 Grading Rules Agency Spld Dense structural 86flet s"Cs Conditions) Dense Structural 722-1/2"4ihidt 21.00 Dense Structural 65 1750 1400 145 440 - 2.1i7'& wider 1200 1:20 440 1300.:.___• 1.600,000 1600 1050 110 1100 1,600.000 440 1,600,000u�P ti,b�•., g �,�. '�!�+' S�� .3:�C:byam ; i'.i,➢: faa 1&:'� �• 1000 AFPA tfsrmerir \FPA), WashinP,ton. DC, 1991. ME.C.A-Wimid Version 2.1.0.6 As -c -E 7-10 L1• AT £ni=rpri:_ to-. 2VT efg.rnc=�c ccr+___= Fat+z 12/i3i2dJL fid,'::»�99 ?ts a•� ��$? as Gt:� Qtr2f t, �` 7 ^ai »iFtS�s6{ : T*7VB*Cw FRya-aURpa , Cit i'.iaYt: La�aa 'sai nt s t1a : 2243 ME c+5th Ft=Qe:t Stag FLC,= .ida 3MIG Pry', T-, ation mLaaxi �dc.re d Ei�si �c Me L!cat.i+sft: z:YProgrm P:t_iE`9 r i .i° q yi 1 t •� .. j q,.ti P d ' h' a FF' • j'Py ti •• 9d i. Wind Pressure on Components and Cladding (Ch 0 Part aF -UD Design; a Load Fa=_.ilo= -•f Width Of Pre.scs.re Coefficient Sone ra" = 3-2 ft Description Widith Span %`tr.xem %corse Y' &K Min MaN P Kim P _-m-__---_------_-------------------__-------------------^---------------- ft €t ft''2 C -Up r.CP Pyr rig t4L :..-'C+S- ... •J I C .. 0 0 _ .. _ `.,-. -1.44 -.`.s .»_ .TL .a.`�i _r� 1�Pi ✓. �- -_ �. __�3 p CA >-nd Verslc1 -1. 0. 6 per .SCE 7-10 =._.•r =� by ue_+._zA Znt•_rprisc_, S?,.-_t,}"ri?ne act_ Gust Facto= Su=ary vroc,.t 2 Flexible S rU=.t•ure U_e 7-e T&ble 26_11-1 Internml Pressare Coeffi`ients for Build -Ings, i Cp ==ri-riternal L_e�__re ti_eL�_= e.d = +r,-_.1:� Figure 27.4-1 Lzetemna-I Pressure meffic--ezit5 Cg - Loam an '35ai s Wind--Foa ce R'esisti -.g Systems Cldma=d I. Laced;CCS,. :.' �; i'a1q{:sG•TS CM -d1 and !i Lat"3s=s, _.z. _-, MV, iYt�th _St=r:Rt. SCi$ De's r 1pt:..On . WINIDrOPS-E7SUCL S 17-y `vt;aal Lakes ;�Lst ',&= Yi?a :: �: IZCv Beth St=6te:_ 'Shora2, t�Lm: Lti=Lda 33=..6 r. -c L jrc:.am F_'_s Lccat:ca: C:`ib==g==m Firs Directional Procedure AU_ Heights Euii��ng (Cis 27 Part- 1) w !,"2d fast -ow ^ =i P. -17& .'_iii `-,rh - Nat3:ral, F=e'gt.ency Flexible z L=u -t:re = NZ, ": Alplmz =i - S S- s'1'.{ Xt — LI Z. i - — � _ �i L• Slope r_ Slope ai reaf t,""'eaetai = 15. 40 Deq Roof Ht = _`G_ ft Type z7f r -ppe•_ :._34e Ht 14 N ,-z.R•rti✓. Ezkre Feik.xht a S.n'r _= C'H: Em7e= ... _ 1 ir, _-_ 2:i-.54 2.• _ 51_y Len-=th A1_na - ¢l -'g 55.00 ft Gu:t Factor Category I Rigid St=uctures. - Simplified Yethod Gust Factor Category II Rigid St=uetures - Complat_ `- 'ygis Z=: '.1.E,*Ft = 1O_GL St Izr:=L :5 - I S 7e C: _2-S _mz: 1t lm/G i =pa m = - --7 Li _- -z-2li_'_+' S ; (1+1. r*I=*-� _ ='`cF. ; l+1 -' ='�'.�'. mm.) Gust Facto= Su=ary vroc,.t 2 Flexible S rU=.t•ure U_e 7-e T&ble 26_11-1 Internml Pressare Coeffi`ients for Build -Ings, i Cp ==ri-riternal L_e�__re ti_eL�_= e.d = +r,-_.1:� Figure 27.4-1 Lzetemna-I Pressure meffic--ezit5 Cg - Loam an '35ai s Wind--Foa ce R'esisti -.g Systems i F@ Fi B Area Factor =n Rzmf A.=ez MM Well Pressures for Wind ta,:Fsmal to r_ ' 11 C -P fresr--e TGC'pg (P --f) --------------- ----------------- iie mall.; - _ . `u -16. _ C wall EIIRNI r_- Ect 3 ---------------- ------ ----- ----- ------- ------- 14.Z-1 ------ .. .vl Z.FS s. 4.41 a.. Roof Location Cp--c-cpi (P --f I -Tia Cp r-eewAr,l cerp to _'•+.i6g* J".'=Si Lidi:C l i R irve11a2:1 �4::. YL{84tTa �. LCL c?11'.r! �i aL n T+C (Normal to RS-dge) Rres--,we Sr,2&r.°$...I ------ --------- 13'k°RS-Wall pressures for Wind Normal to 65 ft m=ail (Along Ridge) 'nail CP Pressure prevrtuze +-Cpi (psf) -dpi Cpsfl --------------- ---------------------------- Leewarci Sid'walls -2.7� Ir- f -.1_ -=4.G-2 Icall 2 iv P'e zMt qz Drascd n"LaL s ` e tal ---------------- ------ ----- ------------ ----------------------- ??�:td 34.4a 27.69 Roof - Dist from Win =d edge Cp Pses a pressure fCpi (ps) -GCpi (p!;f) --------------------------------- -------------------------- t.�z2 -19.36 •�D Q�g jp�ETEIV Nil MIAWMDADE k RrfIAMI-DADS COUNTY d PRODUCT CONTROL SECTION DEPARTMENT OF , ONMENT, AND REGULATORY I INS SW 26 Streak Room 208 AFFAIRS (PERA) lb wnt, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA) www.miamldadtarLaera/ Lawson Industries, Inc. 4 �> 8501 NW 90 Street - MaRey, FL 33164 ' SCOPE: This NOA is being issued untie a rples and regulations governing the use of construction materials. The documentation submitted has been reviewed and act by Miami -Date County PERA - Product Control Section ler 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 AHD (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 mamrer, the'manuficturer 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 €ails to meet the requirements of the applicable building code. This product is approved as desm1W herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3200" Omtswing Aluminum Casement Window — I.M L APPROVAL DOCUNII:NT: Drawing No. L320044801, titled."Series: 3200 Outswing Impact Casement Window", shuts 1 through 7 of 7, dated 07/27/08, with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami --Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MmiLE IMPACT RATING: Large Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: ' Miami -Dade County Product Control -Approved', unless otherwise -noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNMATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or mamufWm of the product or process. Misuse of ffiis 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 # 08-1020.08 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0127.21 Expiration Date: March p4, 2014 Pf- Approval Date: March 29,2012 Page 1 4. r If s Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS . 1. Manufacturer's die drawings and sections. 2. Drawing No. 0200-0801, Sheets 1 through 7 of 7, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS (Adl submitted under previous NOA #08-1020.08) 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and instalration diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by DuPont, Test Report No. HETI408-2099A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 2. 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 a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lam! glass w/PVB laminate by DuPont, Test Report No. HETI4OS-2099B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) *Cyclic Wind PrEssure Leading per FBC, TAS 203-94 along with marked -up drawings and -installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Jami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2100, dated 07/10/08, signed and seated by Candido F. Font, P.E. 4. Test reports on: 1) Large Missile impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" HS Jami glass w/PVB laminate by Solutia, Test Report No. HETI48-2101, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement. window, XX configuration, w/5/16" HS lami glass w/SGP /animate by DuPont, Test Report No. BETI-082102A,dated 07/10/08, signed and sealed by Candido F. Fant, P.E. 940=4A" Z214:�2s . Manne a P.E. Product Ca finer NOA No. 12-0127.21 Expiration Date: March 04, 2014 Approval Date: March 29, 2012 E-1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. T.FSTS (All submitted under previous NOA #08-1020.08) 6. 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 a series 3200 outswing aluminum casement window, XX camfiguration, w/5/16x' HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-W2102B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 7. Test report on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing al"ainun► ZWOMMt windo-v,.XX conn, w/5/16x' HS lami glass w/SGP laminate by DuPont, Test Report No. HETI408&2097A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 8. Test report 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 a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HM4)&2097B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 9. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 ouhMng aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HEn4W2103A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 10. 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 a series 3200 outswing aluminum casement window, XX configuration, w/5/16x' HS lami glass w/SGP laminate by DuPont, Test Report No. HETI )8-2103B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. Il. 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=mwked-,up,dMWings. and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HM4*-2104, dated 07110/08, signed and sealed by Candido F. Font, P.E. Manna Ae Product Control E4pjpfir NOA No. 12-0127.21 Expiration Date: March 04, 2014 E-2 Approval Date: March 29, 2012 L Lawson Industries, Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBBHTTED B. TESTS (All submitted under previous NDA #081020.08) 12. 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 a series 3200 outswing aluminum casement window, XX configuration, w/5/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2105, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 13. 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 a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2106, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 14. 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 a series 3200 outswing aluminum casement window, XX configuration, w/7/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2125, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 15. Test reports on: l) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, OX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2131A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 16. 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 a series 3200 outswing aluminum casement window, OX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2131B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300-98. ajx.uzl(:��i& Mane Pgt M P.E. Product Control NXImAiner NOA No. 12-0127.21 Expiration Date: March 04,1014 Approval Date: March 29, 2012 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SeutryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No.114325.05 issued to Solutia, Inc. for their "Safiox and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated October 1, 2008, signed and sealed by Thomas J. Sotos, P.E. (Subtr Med under previous NOA No. 48-1020.08) G. OTHERS 1. Notice of Acceptance No. 08-1020.08, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window — L.M.I:; approved on 03/04/09 and expiring on 03/04/14. Manuel Product Control er NOA No. 12-0127.21 Expiration Date: March 04, 2014 Approval Date: March 29, 2012 E-4 ANCHORS - W 3 AT FRAME HEAD CC) 3 AT FRAME SILL CD) S AT EA. FRAME J e / 38 D.LOv i / i Q� EXT. EDal � APPLIED vW 37• lam) V/ SI1 AND ARE VIN OV FRAME TH AVAILABLE AS aPTIDVA- '�° ELEVATION (LIMITED TO LOAN ON SHEET 0 OF 7) "XO" ELEVATION - (OX reversed) (LINITED TO LOADS ON, SHEET 8 OF 7) (LIMITED TO LOADS ON OHM 8 OF 7) SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM is DESIGNED, AND TESTED TO COMPLY SMITH THE ' • WHEN THE OAP iSERWBBN THS WLNOOW FRAME AND THD BUCK OR REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH IS 1 KHAN 210MMS AN NOT MMM. VIS ELOCITY 20�NE�(1� ) A UABIRS 00�RS L9 PRODUCT ANCHORS NOTP: 8.) 1X or 2 X MOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE ANCHORS TO BE 018 SMS OR WD. SCREWS INTO WOOD, OR BUILDING RESISTS THE 8UPERiMPOSED LOADS IN ACCORDANCE WITH 1/4' TAPCONS or APPROVED CON(. FASTENERS INTO CONC., REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. WITH A MINIMUM OF 1 1/41 PENETRATION INTO WOOD OR 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) CONC.CREFER TO LOAD TAKES FOR QUANTITIES REQUIRED) ANCHOR SPACINGS WILL VARY WITH UNIT DIMEM014% AND THE NUMBER OF ANCHORS REQUIRED. AS SPECIFIED ON THE LOAD TABLES AT SHEETS 8 & 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 8.) SEE SHEET @3 FOR BILI. OF MATERIALS AND DETAILS. 8.) SEE SHEET #8 & 8 FOR OLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DEMON PRESSURES. 7.) WOODBUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEB SHEET /2 FOR DETAIL & NOTES) 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL BMW", THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 0010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2328.8 .�• d 8.) Err. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE * ' 208 10.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE 0003 EDGE OF THE WINDOW FRAME AND 70 BE LOCATED WITHIN A+/- 1/2" TOLERANCE. 13 M TOTAL OF ANCHORS REQUIRED A SLLI. TO BE 771E SAME AB FRAME HEAD. y B OF 11.) SEE SHEEP ® 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12.) HR. & INT. FALSE COLONIAL MUNTINB ARE OPTIONAL & AND ARE APPLIED W/ SILWONE y a� RIO, �7 S INT FALSC COLINAL AV� GPAZND T . PRODUCT ROVISOD sty QfewimPm6� 1� .p !¢ e .W ST. 33100 PH Ne. �(di M8-sm Series: 3200 Outswing Impact Casement Window GENERAL NOTES & APPROVED ELEVATIONS (X. XX, XO or OX) rower d6 7WO8NDA-01 LMO-0801 1 OF7 1/4' TAPCONS W/ 1 9138' 1 1/4' MIN. CONC. •DLs E D1s a EMBEDMENT 91 — ALL WOOD BUCKS ENGINEERED SEPARATELY STUCCO (BY OTHERS)i u. v 0 INTERIOR —GLASS 0 ALL P . WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP. P"t 1 a• �?' METAL LATH vil & STUCCO (BY OTHERS) + 1/4• MAX. •, r SHIM SPACE �EXTERIOR GRADE PERIMETER CAULKI] BY OTHERS (TYP.) EXT, GRADE t/4' MAK EXT GRADE = PERIK CAULKING "'U.": SHIM PERIM, CAULKING (TYP.) (TYP.) • as ° , 22 •; � . 8 .� STUCCO 24 (BY 24 m (BY OTHERS) 'A, 4; °' (Nw 1 a•,) A t' , �y ` e :, �••, aOe ' 44 ° 1 METAL ILAIN, STUCCO a• EM DISTANCr AND EXTERIOR GRADE SHEATHING (BY OTHERS) • WHEN THE OAP BBTNESN THE WINDOW FRANS AND THE BUCK OR MASONRY 18 LEN THAN 1/8•, SHIMS! ARE NOT REQUIRBD. ANCHORS NOTE: ANCHORS TO BE 112 SMS OR WD. SCREWS INTO WOOD, OR 1/4• TAPCONS or APPROVED CONC. FASTENERS INTO CONC, WITH A MINIMUM 13F 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REO BRED) 1 14 S.M•S. or WD. SCREW W/ 1 1/4• MIN. WOOD EMBED 2X WOOD I BUCK (TYP.) 1 ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED A BLDG. OFFICIAL (TYP,) ti ,)�3 (TYP.) IX or P.T. M v v 1 8/38' I > 16 •DLs E . . LvbuftDm 91 nx sig ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP,) 47 1/4• pmu Dom 2X WOOD BUCK f"- ANCHORED TO CONC. TO BE P.T. (TYP.) 17 1/4• MAK SHIM SPACE EXTERIOR Ilti MI INTERIOR Od • PH Na (858••8880 26j may' AfMAAL7T M OP MUM AWARAW s/ WYS AND WA88 MM 8m a— a7 ;T - OF AWS P a Series: 3200 Outswing Impact Casement Window . OP •�$�ft/N. BBAZO 4aG ne VERTICAL CROSS-SECTIONS. DETAILS & NOTES ,0 RMf10a table A 6.0w Aorhml O o "��-pion-0t °' ""_ LWOO-0801 �° 0 a, �aaa.a MoDUCT R11V1m ea P1YtuB vr11 Nt4 FAIIIQO 16 � V.Acuqft- No LvbuftDm 91 nx sig rSHIM SPACE Od • PH Na (858••8880 26j may' AfMAAL7T M OP MUM AWARAW s/ WYS AND WA88 MM 8m a— a7 ;T - OF AWS P a Series: 3200 Outswing Impact Casement Window . OP •�$�ft/N. BBAZO 4aG ne VERTICAL CROSS-SECTIONS. DETAILS & NOTES ,0 RMf10a table A 6.0w Aorhml O o "��-pion-0t °' ""_ LWOO-0801 �° 0 a, �aaa.a t WHEN THE OAP BETWEEN THE WINDOW FRAMB AND THE BUCK OR MASONRY DI IES THAN 1/8'. 811119 ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 912 SMS OR WD. SCREW INTO V7REOWRED) 1/4. 7APCONS or APPROVED CONC FASTENERS I WITH A MINIMUM OF 1 1/4• PENETRATION INTO W CONC. (REFER TO LOAD TABLES FOR QUANTITIES rE bF 1 STUCCO (BY OTHERS) PERIMETER CAULKING 21 EXTERIOR 11 � INTERIOR 17 96 ALL WOOD BUCKS ENGINEERED SEPARATELY b TO BE REVIEWED BLDG OFFICIAL (TYP.) LA WS ON uu:w* u PlfuftewauvAcruesR OF 4uAW Aa MMM SM"M Aero wRsa rom ECaaa Part CWm hat rM A p BaoWae p 3M I Series: 3200 Outswing Impact Casement Window HORIZONTAL CROSS-SECTIONS. DETAILS 8a NOTES romm� �-o ar-ot °-"* ' I, m-OBOI 11 9 of 7 EXT. GRADE BACK BEDD TO DE APPLIED SEHIND WINDOW FLANGE BY INSTALLER CTYA) FACE CAULK BY OTHERS CTYPJI I I 2X W BUCK ALL WOOD BUCKS ENGINEERED SEPARATELY L TO BE REVIEWED BLDG. OFFICIAL (TYP.) N 12 S.M.S. or WD. SCREW V/ 1 1/4- MIN. WOOD EMBED %-EXTERIOR GRADE STUCCO OR EXTERIOR FINISH -N,, PERIMETER CAULKING O BY OTHERS (TYP,)n ' j3�`'k;(n°T;h$ BY OTHERS (TYP.) METAL LATH, STUCCO AND EXTERIOR GRADE FRAME PERIMETER CAULK DETAILSHEATHING (BY OTHERS) 2 WOOD F1�AME INS'_rAT_T A7'rON JDETAI \�YUMTRTA,TE ERSEE MULLION APPROVALS FOR PRODUCFRUV188 T.ql) MULLION 'TYPE. SIZE AND MAX. upvonvly ISOT CTrPa DESIGN PRRESSSUURRE� LIMITATIONS, gBoi18Uh8 1 T N tfj FI%EED OCASEMPEM WINDOW.FOR L . /_ MAX. 1 1/4" L SPACING IES RIP�,EM R• J' �-HINDOW FRAME DISTANCE ALTERNATE ANCHORING AT SILL MULT.TpN ATTACHMENT DETAIL ♦ CJI A LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST VG. QUANTITY DESCRIPTION LUsMARXB 3001 UI -118 / FRAME HEAD 8083-T8 ALUMINUM 9002 LI -118 1 FRAME SILL 8083-78 ALUMINUM 3002 1.1I-119 ..,,,: WINDOW FRAME 6083-T8 ALUMINUM 9002 a './,• 2 \ 8083-T8 ALUMINUM e f - _• UI -119 EXT. GRADE BACK BEDD VENT TOP RAIL 1:r••�r. •' EXT. GRADE PERIMETER TD BE APPLIED BEHIND 2 VENT BOTTOM RAIL CAULKING NOT BY WINDOW FLANGE BY LO -119 2 'LAVSON INDUSTRIES-, INSTALLER (TYP.) 1004 • n:,•;.Y• TO BE APPLIED BY VENT SIDE RAIL -LATCH SIDE 6063 -TB ALUMINUM =3 OTHERS CTYP.) AS REQ'D, IN -POST 6083 -TB ALUMINUM - WO U1-111 ALL WOOD BUCKS ENGINEERED SEPARATELY L TO BE REVIEWED BLDG. OFFICIAL (TYP.) N 12 S.M.S. or WD. SCREW V/ 1 1/4- MIN. WOOD EMBED %-EXTERIOR GRADE STUCCO OR EXTERIOR FINISH -N,, PERIMETER CAULKING O BY OTHERS (TYP,)n ' j3�`'k;(n°T;h$ BY OTHERS (TYP.) METAL LATH, STUCCO AND EXTERIOR GRADE FRAME PERIMETER CAULK DETAILSHEATHING (BY OTHERS) 2 WOOD F1�AME INS'_rAT_T A7'rON JDETAI \�YUMTRTA,TE ERSEE MULLION APPROVALS FOR PRODUCFRUV188 T.ql) MULLION 'TYPE. SIZE AND MAX. upvonvly ISOT CTrPa DESIGN PRRESSSUURRE� LIMITATIONS, gBoi18Uh8 1 T N tfj FI%EED OCASEMPEM WINDOW.FOR L . /_ MAX. 1 1/4" L SPACING IES RIP�,EM R• J' �-HINDOW FRAME DISTANCE ALTERNATE ANCHORING AT SILL MULT.TpN ATTACHMENT DETAIL ♦ CJI A LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST 3, NO. PART NO. QUANTITY DESCRIPTION LUsMARXB 3001 UI -118 1 FRAME HEAD 8083-T8 ALUMINUM 9002 LI -118 1 FRAME SILL 8083-78 ALUMINUM 3002 1.1I-119 2 FRAME JAMB-HINOE SIDE 6083-T8 ALUMINUM 9002 UI -118 2 FRAME JAMB -LATCH SIDE 8083-T8 ALUMINUM 3004 UI -119 2 VENT TOP RAIL 8083 -TB ALUMINUM - =4 1.11-119 2 VENT BOTTOM RAIL 6083-78 ALUMINUM W04 LO -119 2 VENT SIDE RAIL -HINGE SIDE 8083-T8 ALUMINUM 1004 LU -119 2 VENT SIDE RAIL -LATCH SIDE 6063 -TB ALUMINUM =3 LI -116 AS REQ'D, IN -POST 6083 -TB ALUMINUM - WO U1-111 1 X ANCHOR FRAME SILL ANCHOR CLIP 8083-T8 ALUMINUM (J =5 U1-113 AS RECD, FOXED LITE MOUNTING BRACKET 6083-T8 ALUMINUM (3 1010 U1-7708 AS RIGO. GLAZING BEAD - 5/18" 6083-T5 ALUMINUM U531 L-7531 AS REGO, GLAZING BEAD BULB VINYL PVC VINYL 08 X 1/2" F.H./PHIL. BOB SM -8731 AS REDD GLAZING SEALANT - SWAM LOCKING HANDUE 012 U-110 AS READ. WEA7HERSTR"iMs - FRAME/VENT PVC VINYL 16 L-3011 UI -133 AS REQ'D. GLAZING BEAD 11/18" LAM./INSUL 6063 -TS ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME 18 L-3013 8 CORNER KEY PER VENT 19 L-3013 4 X POST CORNER KEY PER IN -POST 20 8 FRAME ASSEMBLY 010 X 1" PH SMS 21 8 VENT ASSEMBLY SCREWS 010 X 1 1/4' PH SMS 22 2 X VENT 4 BAR 80' HINGES - STD. & H.D. 23 2 X VENT 4 BAR 45' HINGES - STD, & H.D. 24 AS REQM HINGE MOUNTING SCREWS 010 X 1/2- P.H./PHIL. B 2S 1 X VENT VENT OPERATOR - DUAL. or SINGLE 28 4/ OPER. OPERATOR MOUNTING SCREWS 010 X 3/4" F.H./PHIL SDS 27 1/ OPER. STAINLESS STEEL "C' TRACK + 28 2/ TRACK TRACK MOUNTING SCREVIS 08 X 1/2' F.H./PHLL SDS 29 1/ OPERATOR STUD BRACKET CONNECTOR • 3D 2/ BRACKET SND BRACKET SCRM 08 X 1/2" F.H./PHIL. BOB 31 1/ VENT LOCKING HANDUE • 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS 010-32 X 3/8- PH MS 33 1/ VENT LOCKING MULTI -POINT BAR 34 1 X LOCK PONT TIE BAR NYLON QUIDES + 35 2 X GUIDENYLON GUIDES MOUNTING SCREWS 08 X 1' PH./PHIL 8 36 1/ LOCK KEEPER (ST. STEEL) 37 2/ KEEPER KEEPER MOUNTING SCREWS 38 1 L-3014 4 SNUBBER IBM -T5 AIIIu1M11M .i!../.rl d r k -.-;:J I V PH Na MED,, W 33188 (SO6 AGIYNDAOTT/ltBA Ol 4WM Ald/WWW FORM AND NM AMW Alm• INme AM 6roru Po•A daYrymOW Ip41 N N esazo �" go"fl—R/Ds Series: 3200 Outswing Impact Casement Window aa1¢o ma. m /tls BILL OF MATERTAIS LIST AND DETADS A s°mu nwwt Dyoea 7i00-08NOA-Ot 'j,�GG-GBG] 4 OF 'I 11 is" LUMATSD LABS LA! LD OL B COM TION TYN -A" "W441RU HIM 2 I Im ANNEALED CLAN 11 04W PVD INTERLAYER SMUT 3 VW ANNEALED CLAN 9/16- Laminated 5 ur MMKO MA t 3116* ANNEALED M" It OW PV9 MTERLAVO OLUTIA 13A6• 119113) 3 AWMALED CAW PVD INTERLAYER mmml M SMUTIA Jvom Afmh= 3 WV ANNEALED MASS Codo .-M!qL- on On) HNdfWlI[ Ja" a 1912-5 —2B —2 - 2 1 3 s 7902— -W- 373 2 3 14 11125 or M5 2 4 MW MCMPT" AIL•16 125 63 2 5 lAr N[At-$YKMM .1AM. ITE fl) is 10.125. 14.25 2 6 a CAW PVD ww"VELSEEnris M32 2ILS 28 3 2 3 VV HFAT4TKN0l-,dl H33 211.5 3IL375 3 3 H34 MIS W.026 3 4 HW 2B.6 as -74-- 3 6 5/10, LAKINATED OL"s COMPOSITION - HOG 28.5 .25 3 a 019CRanm IDMM 1 IM HEAT -ST Kmlm� ILM I CM W WIMLATO MMW A= F 22 1 37 2-8 —3 2 XI L 37 31M 3 3 , F 24 37 4 3 Itr HEAT-STKNOMfOU MASS %W 11 is" LUMATSD LABS GILAMUSO ON TYPI-10-1 "W441RU HIM I — 4 I Im ANNEALED CLAN 11 04W PVD INTERLAYER SMUT 3 VW ANNEALED CLAN 9/16- Laminated 5 ur MMKO MA t 3116* ANNEALED M" It OW PV9 MTERLAVO OLUTIA 13A6• 119113) 3 AWMALED 11 is" LUMATSD LABS MPOSMON TWE "El rm I alsemprm I — 4 I Im ANNEALED CLAN 11 04W PVD INTERLAYER SMUT 3 VW ANNEALED CLAN 4 1114' MULATED AM DPAre 5 ur MMKO MA 4 M ING71TE 111t6- LeLatuated/Insulated 1"INATED GLASS -TYPES GUZINGQPTION L I DUAJ CW "A" I Gh=lVw"V I Q"7VpV-- GlalOWDO"O . L - I . I . I . I . Aj.tl FF Plj l-/1 v LVW %+"r.33, IMC.) PH Na (305 M -RM UWAR OP PAUM 4wMN= WWOU AND mw am MI am Irad ftft-F 1&"(= Ift. Aube= A, JR.6c" 8, -MMOW WA=W Lem 01�,*' A— N. ERAW ov/v/u Series: 3200 Outswing Impact Casement Window' GLASS & X EMAZO .7.E. DP CHARTS AND GLAZING DETAILs FOR y UNITS LUN -0801 sop? 8 I B COM OB(TION — A DRUM .V�• 007 1 VB• ANNEALED GLASS @ DCA' PVB MTERLAYER SILUTIA 3 V@• AIDYEi1.ED GLASS IH• DADAATED AM SPACE 8 V@• "MmeO GLA39 12 1468 DBSDRIP'TM DS M 1 V@• AN NCALED GLASS e DASD' PVB INTERLAYER DUPONT 93 3 VB• AWALCD GLASS 067 18 DGIASMS CO IO -.TYB B MW DMPP MAIL 1 1/B' HEAT-STRENMUMD MA38 94 91 B ull"PV8 INTLRLArER SDLUTIA 46 3 1 V@• MEAT-STREN4HTEI�D GLASS s9a• GL INS ITE 6/18° lamlaated 408 rrax DmDRwNON Ds4ea 1/@' HEAT -D 0.AS80.000` BGPWPDNT 1/@• HEAT-STRENG fegv GLASS 097 */116 I LA! I ATED O AHS CO 7I03 = T P IlING ITE P18M SOH DBP 7/1H° lamlhated 01 1 3/16• ANNCALED GLASS {• R DAw• Pve tNTEw ArER sm ur1A for 18—XV13 3 3116• ANNEALED GLASS ' a 1 16 IATBD GIASS lA11 ITIO fP 14611 D)480RIPFl6N DRUM .V�• 007 1 VB• ANNEALED GLASS @ DCA' PVB MTERLAYER SILUTIA 3 V@• AIDYEi1.ED GLASS IH• DADAATED AM SPACE 8 V@• "MmeO GLA39 14 81 946 GLA ING ITE 11/18" lamlaaled/Imulated 1,AMINATED GLASS TYPES GLAZING OPTION DETAILS s� rE OF Q8H31YrPa'�" rvleaalype'�' Cil>1aBType"� Ctifa�'1y�og'.e" BN6"MSCIMM-PUB 8%8"FiROdS- tsA I 7710"AmealsdGM 77Mkmal@dM N. BMW — �or%yTv6/ Series: 3200 Outswing Impact Casement Window !L ERAPA °it ,1/1%/18 I GUM & DP GRANTS AND OIAZINO DUMM FOR '=—OX—XO* UNM A n A CASED 7Y00-08NM-Ot LMO-Ml 8 OP 4 OFRAME HEAD L-3001 6063-T6 ALUMINUM FRAME SIJ. / JAMB L-3008 6067-T6 ALUMINUM r.0e2 Og FRAME IN -POST RAD. L-3003 6063-T6 ALUMINUM 4. A" r I . IR CLUSTI TYPICAL 5 6 e VENT RAD. U2 L-3004 IMPOST ANCHOR DETAIL FRAME CORNER DET IS VENN RAIL CORNER D TAI FRAME IMPOST SEE MULLION APPROVALS FOR 8085 -TO ALUMINUM MULLION SIZE DESIGNS PRESSURE LIMITIONS. ATIONS. NOTE: THE LOWER PRESSURES OF FOXED, CASEMENT WINDOW OR MULL SHALL GOVERN I/4• MAX SHIN rf 12 S.M.S. X .1 1/4" L. EE ELEV. FOR SPACING FRAME SILL as 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. i_ 2. METAL STRUCTURES: -------- MN 0.o76 4i FRAME SHEAR PLATL D.3s0 (STEEL OR ALUM. 1/8" MIN. THICK) L-300�- A) STEEL : Fy o 36 KSI MIN. XN_ 6483-T6 ALUMINUM 0.120 B) ALUMINUM : 6063-T5 MIN. _ Y 1.23+ ,. 1.24 .. R.H. 10. SW 4• ALUMINUM SNUBBER SEAANETTER -3B WINDOW FRAME FRAME IMPOST DET_I L-3014 0.377 8063-T5 ALUMINUM META►_ STRUCTURE ATTACHMENT DETAIL -SHAME & SASH CORNER ASSEMBLY DETAILS 1 p FRAME SU ANCHOR CLIP .084 11 L-3006 I= LITE MOUNTING BRACKET y�q + 6063-T6 ALUMINUM 670 L-3006 sddit NMO 0. 0.084 6063-T6 ALUM114UM Maio 2/ OA 2.76470 .478 ,,,��Oq@ JGapBejB°° 12 GLAZING BEAD_ 18 GLAZING BEAD ® GLAZINO BEAD ♦ °°Qe Re m 2010 F8C LA WS- ® ]� ]r �0� p L-3010 or L 7708 It/l8" lasaletad/lawArAtal 7/18 LIN Led * •� �B .i �i uEOLEY W 11 33188 L-3011 or LD -133 L-3008 or LD -159 t4 : PH Ne.'(308 p6 -em 6083 -TS ALUMINUM 6067 -TS ALUMINUM 6083 -TS ALUMINUM * MMWAVMM OP OUAUff AA AWW VIM= AND DA48o WM 0 oso OF 4�w awo a® van oam vroA www s1 utia A a &.dmfs a a Y o eot 0215 o + i V,.,. N. °imis B'a N. ERA7A °°'' aeries: 3800 Outswin Im act Casement Window 038+ s °°° R►�•• t4.e°° Aw ev a" $ P 0,050 O.e68 �.t is 4'mo A °°°� ••• AId� oe, est rm ewe K mm /ts EXTRUSION CROSS-SECTIONS. & ASSEMBLY DETAUS A M M°'�""�'e4sMvesr»oo-oeNa of ° 1.9800-0801 °mob Y of Y (Al I A4c"-1 CA& L-vim ®E MIAI4II--DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PFMffr T4G, ENVIRONMENT, AND REGULATORY 11805 SW 26 SUVek Room 208 AFFAIRS (PERA) M%ni, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DNMON T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) -VM,► MkML4AdeMyfn-er Lawson IndursWes, Ine. 8501 NW " Street Medley, FL 33166 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 ager the expiration date stated below. The Miami-Dade County Product Control Section (fn Miami Dade County) and/or the AM (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'manufachm 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 acceptances if it is determined by Miami-Dade Coutiy Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zane. DESCRIPTION: Series "3200" Outswing Aluminum Casement window — LIU APPROVAL DOCL%M: Drawing No. 13200-MI, titled."Series: 3200 Outswing Impact Casement Window-, sheets 1 through 7 of 7, dated 47127/08, with revision A dated 01/20112, prepared by manufacturer, signed and sear by Thomas J. Sotos, P.E., bearing the Miami Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large NCssfle Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stats, 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 pr 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 campy 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 # 08-1020.48 and consists of this page 1 and evidence pages E-1, E-2, &3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.L. NOA No, 12-0127.21 1.441) Expiration Date: March Q4, 2014 �/12 Approval Date: Marcb 29, 2012 Page 1 Lamson Industries, Inc. NOTICEO_ F ACCEPTANCE: EVIDENCE 99MUMD A. DRAWINGS I. -Manufacturer's die drawings and sections. 2. Drawing No. L3200-0801, Sheets 1 through 7 of 7, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS (Alt submit d ander prevlous NOA #0&1©2&08) 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of aaseries 3200 outswing aluminum casement window, X configuration, w/5116" ani lami glass w/PVB laminate by DuPont, Test Report No. HETI408-2099A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 2. 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 a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by DuPont, Test Report No. HETI4W2099B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2)'Cyclic Wind PrOssure Loading per FBC, TAS 203-94 along with marked -up drawings and -installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2100, dated 07/10/08, signed and sealed by Candido F. Font, P.E.' 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HET14)&2101, dated 07/10/08, signed and sealed by Candida F. Font, P.E. 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswmg aluminum casement. window, XX configuration, w/5/16» HS lami glass w/SGP laminate by DuPont, Test Report No. HET1408-2102A,dated 07/10/08, signed and sealed by Candido F. Font, P.E. 1Vlanne P.E. Product ContAtWniiner NOA No. 12-0127.21 Expiration Date: March 04, 2014 Approval Date: March 29, 2012 E-1 Lawson Indnstries..lnc, NOTICE OF ACCEPTANCE EVIAENCE SUBMITTED B. TESTS (All submitted under preylow NOA #08-1020.08) 6. 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 a series 3200 outswing aluminum casementwindow, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HET14W2102B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 7. Test report on:. l) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum �wincl Ws XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HET14M-2097A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. S. Test report 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 a series 3200 outswing aluminum casement window, XX configuration, w/5/16" IIS lami glass w/SGP laminate by DuPont, Test Report No. BETI-0-2097B, dated 07/10/08 signed and sealed by Candido F. Font, P.E. 9. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. 1EIET 4W2103A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 10. Test reports on: l) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 alongmarked-up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HET14M-2103B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 11. 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 marked6up deavtings. and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" an& lami glass w/pVB laminate by Solutia, Test Report No. HETI408-2104; dazed 07/10108, signed and sealed by Candido F. Font, P.E. WAA Mance! e Product Control Exiaor NOA Na 12-0127.21 Expiration Date: March 04, 2014 E-2 Approval Date: March 29, 2012 Lawson Industries, be, NOTICE OF ACCEPTANCE: , OPENCL SUBmrMD B. TESTS (All submitted under previous NOA #081020.08) 12. Test reports on: l) 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 a series 3200 outswing aluminum casement window, XX configuration, w/5/16" ami, lami glass w/PVB laminate by Solutia, Test Report No. HET14W2105, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 13. Test reports on: l) 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 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2106, dated 07/10/08, signed and sealed by Candido F. Font,'P.E. 14. 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 a series 3200 outswing aluminum casement window, XX configuration, w/7/16" ann. Jami glass w/PVB laminate by Solutia, Test Report No. BETI-08-2125, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 15. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, OX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2131A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 16. 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 3200 outswing aluminum casement window, OX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2131B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM El 300-98. Manuel P eZ P.E. Product Control NuAiner NOA No. 12-0127.21 Expiration Date: March 04, 2014 Approval Date: March 29, 2012 E-3 Lawson Industri, es, I,pc. NOTICE OF ACCEPTANCE: EMENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114524.02 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. 11-8624.01 issued to E.I. DuPont DeNemaurs & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No.114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva.clear and color inteilayers" dated 05/05111, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated October 1, 2008, signed and sealed by Thomas J. Sotos, P.E. (SubmWed under previous NOA No. 48-1020.08) G. OTHERS 1. Notice of Acceptance No. 08-1020.08, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window - L.M.I:; approved on 03/04/09 and expiring on 03/04/14. Manuel Product Control er NOA No. 12-0127.21 Expiration Date: March 04, 2014 Approval Date: March 29, 2012 E-4 ANCHUIM W 3 AT CC) 3 AT CD) S AT IOuW1N6RWALSERt IAL V/ SILICDW AND I.AK AvA1LARLE AS OPTIDNAI.. ELEVATION LOADS ON SHEET B OF Y) ANCHMR W 6 AT FRAME HEAD CC) 6 AT FRAME SILL CD) 4 AT EA. FRAME J AT E B 1 4 4'-w-ul owl B• VWDUW FRAME WIDTH °XO " ELEVATION — (OX reversed) (LOtt= TO LOAN ON, SHEET 8 OF 1) g rBrackd of a�D FI) (A) 6 AT FRAME HEAD (C) 6 AT FRAME SILL CD) 4 AT EA. FRAME .J W ELEVATION IL (IdMt7'ED TO LOADS ON SHEET 6 OF Y) SERIES -3200- OUTSWING CASEMENT IMAACT 'WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUI,DINO CODE INCLUDING HIGH IS HURRICANE AND D029 & 1tEpUIRE SHUTTERS. PRODUCT 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RRI I THE SUPERIMPOSED LOADS IN ACCORDANCE WPPH REQURtEMENTS OF 2010 F H C. & TO SE REVIEWED BY BUILDING OFFICIAL S.) ANCHOR SHOWN ABOVE ARE AS PER TEST UNTPB. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS. AND THE NUMBER OF ANCHOR REQUIRED. AS SPWIFIBD ON THE IAAD TABLES AT SHEETS 8 & e. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THP.BE DRAWING'S ARE TD BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 8.) SEE SHEET @8 FOR BIL. OF MATERIALS AND DETAILS. 6.) SEE SHERT118 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DEMON PRESSURES. T.) WOOD BUCKS IN CONTACT WITH CONORM MUST LIS PRESSURE TREATED AND ANCHORED (SY OTHERS). PRIOR TO WINDOW INS'T'ALLATION. (SEE SHEET p2 FOR DETAIL & NOTES) 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA SUILDING CODE SECTION 8003.8.4 AND/OR SECTION 2388.2 0.) EXP. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APKISD W/ SDLLCONE 10.) IBM BILL ANCHOR CLIPS 70 BE MEASUBSO FROM THE INSIDE 00 OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +1- 1/$• 701MIAMLCE. TOTAL OF ANCHORS REQUIRED Al SILL TO BE THE SAME AS FRAME HEAD. It.) SEB SHEEP 0 4 OF 10 FOR FLANGE PERIMBTER CAULK/ IRTA6IATWN DETAIL. NO W. & INT. PALM WMIAL MUNTINS ARE OPTIONAL & AND ARE. APPLIED W/ BIUCO)IE • WHEN THE OAPTHB WINDOW FRAME AND THE SUCK OR MASONRY IB LEN M1/8•. 8HIMS ARE NOT B HIRED. ANCHORS NOPE: ANCHORS TG BE &18 SHE OR VD, SCREWS INTI VMD, OR 1/4• TAPCONS Oe APPROVED ROW FASTENERS INTO COWC, WITH A MINIMUM OF 1 1/41 PENETRATION INTO WOOD OR CONC.(REFER TO LOAD TABLES FDR QUANTITIES REQUIRED) OF AT E"g I�LS( �FAPPL[ED VMj I vW 1/4' TAPCONS W/ l 1/4' MIN. CDNC. DIS N= EMBEDMENT — (xosi �O �s Barsa�' R. eBAZD ea6 Ot/W/Ia VBRPICAL CROSS-SECTIONS, DETA(iS &NOTES STUCCO �y�rF 8 4• T (BY OTHERS)J SHEAT 0 - INTERIOR —GLASS EG EXT, GRADE-- PERIM. CAULKING (TYP.) ,r -ALL P.T. WOOD BUCKS ENGINEERED SEPARATELY B TO BE REVIEWED BLDG, OFFICIAL (TYP I a• ;�,i I METAL LATH;I v 6 STUCCO L (BY OTHERS) �t. •o'.' 1/4MAX. >._ •w: rSHDA SPIKE EXTERIOR GRADE — PERIMETER CAULKI BY OTHERS / (TYPJ STUCCO ; ° y� +�.I't' ° •I.e •QP 23x6 Y (BY OTHERS) o ' B,so eHw RA ENZ Aad f *M 7(sn B+ N t4mlrtas p red 44 A ' 11' (xosi �O �s Barsa�' R. eBAZD ea6 Ot/W/Ia VBRPICAL CROSS-SECTIONS, DETA(iS &NOTES Q'00 Ba4ron taf/r A Bats ProAmi fVATAVA9mOtn L3BDd�DB01 Nwf� METAL 8 4• T AND E SHEAT • WHEN THE OAP BETWEEN THE WRIWOW PRA1(B AND THE BUCK OR U SOMAY 18 UISS THAN 1/8". SIM ARE NOT REQUIRID. ANCHORS NOTE: ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS Dr APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONE. CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) EXT. GRADE= PERIK CAULKING (TYPJ a 14 S.PLS. or WD. SCREW W/ 1 1/4' MIN. WOOD EMBED 2X WOOD BUCK (TYPJ ,ALL WOOD FRAMING ENGINEERED SEPARATELY S TO BE REVIEWED BLDG OFFICIAL CTYR) INTERIOR BUCK (TYPJ j1 REX. GRADE✓ ITRX CAULKING (TYPJ 1X or EX--' FIT. V M BUCK 1 8/38' o •alsF'I''� 1 b v ALL WOOD BUCKS ENGINEERED SEPARATELY B TO BE REVIEWED BLDG. OFFICIAL (TYP.) 47 (W1D. 2X WOOD BUCK ANCHORED TO CONC. TO BE P.T. (TYPJ ( 17 MRODUCT REVISED f10 t�ofCPfyiog w(tGtlmFItKIQe SPACE 6f', ♦ :i - 1 33100 PH U& (30) no -8000 MiNVAGIUM DP GAWW ALT9NNM OYNDO/8 AND MUS DBD88 B,so eHw RA ENZ Aad f *M 7(sn B+ N t4mlrtas p °a6 OF i N. Ell= Series: 3200 Outswing Impact Casement Window �O �s Barsa�' R. eBAZD ea6 Ot/W/Ia VBRPICAL CROSS-SECTIONS, DETA(iS &NOTES Q'00 Ba4ron taf/r A Bats ProAmi fVATAVA9mOtn L3BDd�DB01 Nwf� 8 OF 7 aa.:a PERIMETER CAULKING ALL WOOD DUCKS ENGINEERED SEPARATELY d TO DE REVIEWED BLDG. OFFICIAL (TYP.) t --PERIMETER CAULKING X v 8M EXTERIOR P INTERIOR .a 42 MV • WHIN THE OAP 11m= THE WDDIOW FRANC AND THE BUCK OR MADONBY DT LEN THAN 1/D". OHM ARE NO! IHNUIRSD. ANCHORS NOTE: ANCHORS TO BE 612 SMS OR WA SCREWS INTO WOOD, OR 1/4• TAPCONS or APPROVED CONC. FASTENERS INTO CONE., WITH A MINIMUM OF 1 1/4• PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIMD) STUCCO (BY OTHERS) 12 18 48 '�r .4• 13 v GLASS B- < 43 '$ gv d v OPEWLE51 , 14 < TON e 1:4 INTERIOR 42 ( I 20 y IB E1 17 1 17 17 4 ALL WOOD BUCKS ENGINEERED SEPARATELY L TO BE REVIEWED BY BLBG. OFFICIAL (TYR) P.T WOOD DUCK NOT BY LAWSON IND. KUST SUSTAIN IMPOSED LOADS v4• Mx. 37 Ad•. ; i 'w svaCe PERIMETER CAULKING 8 Srh 38 3 I8 18 8 ' 21 EXTERIOR o 34 43 43 ° - GLASS r y 1/4•�"' 14 SI 41 •ti 47 6 17 a ; n,� .. INTERIOR 47 11 Dl 3 , ;�.•::' a , 7 , 7 , rBo►yllcrRsvDEq ALL WOOD DUCKS owhftyA16w1gr8109kYMe ENGINEERED • r•-•. SEPARATELY EV TO BE REVIEWED 31 BLM OFFICIAL (TYPJ PDDr'TATE �� , a Lula ro a ale ca LA TSS ON �. > „. kgg�6��ty, � ft• (�tBeas6oMUMFA M or U&MA x WMWM No UMWoosn” a9aatsw aruammaw'� 9 '� N. ERAZO �, /oe Series: 3200 Outswing Impact Casement Window , v °afi � N. ERM 1°"�0•+�" $°Ow Aa HORIZONTAL CROSS-SECTIONS. DETAILS & NOTES rmme DATE s '%...,.•'� ��°�� A ryeaw eBamn-ot a L9DrID-0601 atKw o v og,�iol9S?ld�� EXT, GRAM BACK BEDDING 50 8 X POST TO BE APPLIED BEHIND RKMARKS 3001 LI -118 WINDOW FLANGE BY FRAME HEAD 51-899 -AS READ INSTALLER CTYP.) 1 FRAME SILL FACE CAULK 3002 LI -119 eX W13(11 BY OTHERS CTYP.) 3002 6D-115 BUCK (T' FRAME JAMB -LATCH SIDE 8083-T8 ALUMINUM 3004 LI -119 i ,®v• 8083-T8 ALUMINUM _ 3004 LU -119 2 VENT BOTTOM RAIL 8083 -TB ALUMINUM XXI4 UI -119 2 °r: �• WINDOW FRANC VENT OPERATOR - DUAL or SINGLE 4/ OPER. OPERATOR MOUNTING SCREWS #10 X 3/4" F.H./F \ STAINLESS STEEL C" TRACK 2/ TRACK EXT. GRAD BACK DEDD S8 X 1/2' F.H./PF �; •; . •=" EXT. GRADE PERIMETER TD BE APPLIED BEHIND p X38 X 1/2" F.H./K CAULKING NOT BY WINDOW FLAMM BY 2/ LOCK •LAWSOW INDUSTRIES`, INSTALLER CTYP.) 1/ VENT • a.1,• ;1Y. TO BE APPLIED BY X LOCK POEM TIE BAR NYLON GUMES OTHERS CTYPJ NYLON GUIDES MOUNTING SCREWS ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG, OFFICIAL CTYP.) r— 0 12 S.M,S. or WA W/ 1 1/4' MIN. WE '--EXTERIOR GRADE STUCCO OR EXTERIOR FINISHPERIMETER CAULKING BY 1 BY OTHERS CTYP.) a E ' '•10' METAL HERLATHS STUCCO 1/2" AND EXTERIOR GRADE SHEATHING (BY OTHERS) FRA1dIE PERIMETER CAULK DETAIL 2 IN.CTAT.T.ATTnW n"ATT (MULLION APPROVALS FOR ION TYPE. SIZE AND MAX. ®colgmgiu�b XN PRESSURE LIMITATIONS.EAVIINWOOodv ObN OR �M him *PIA r ,,•r J�, �., p•r JWMMOW 2 S.M.S. x 1 1/4" 4 ELEY. FOR SPACINRB FRAMEo WST:tA a AT TERN_ATL ANCHORING AT CII]. MULION ATTACHMENT DET I►. LAWSON SMSS: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST 3, NO. PART NO. QUANTRY D=WIION RKMARKS 3001 LI -118 I FRAME HEAD 8083-T8 ALUMINUM 3002 UI -113 1 FRAME SILL 8083-76 ALUMINUM 3002 LI -119 2 FRAME JAMB -HINGE SIDE 8083416 ALUMINUM 3002 6D-115 2 FRAME JAMB -LATCH SIDE 8083-T8 ALUMINUM 3004 LI -119 2 VENT TIN+ RAIL 8083-T8 ALUMINUM _ 3004 LU -119 2 VENT BOTTOM RAIL 8083 -TB ALUMINUM XXI4 UI -119 2 VENT SIDE RAIL -HINGE SIM I 8083-T8 ALUMINUM I X ANCHOR FRAME SILL ANCHOR CLIP AS REC3'D. FOXED UTE MOUNTING BRACKET 8083-T8 ALUMINU 8083-T8 ALUMINUI AS REDO. GLAZING BEAD - S/IB' 8083 -TS ALUMINI AS REOD. GAZING BEAD BUXg VINYL PVC VINYL AS RECD. GLAZING SEALANT - SI.ICONE AS REOD. WEATHERSTRIPPING - FRAME/VENT PVC VBM AS REO 0. GLAZING BEAD 11/18" XAM./INSUL 8083-T5 ALumww. 12 CORNER KEY PER FRAME DA / 9 CORNER KEY PER VENT 8A 4 X POST COMER KEY PER IN -POST 8 FRAME ASSEMBLY SCREWS #10 X 1" PH SMS B VENT ASSEMBLY SCREWS ®10 X 1 1/4" PH 2 X VENT 4 BAR 90' HINGES - STI. & H.D. 2 X VENT 4 BAR 45 HINGES - STD. & H.O. AS REOD, HINGE MOUNTING SCREWS 01O X 1/2" P.H,/I 1 X VENT VENT OPERATOR - DUAL or SINGLE 4/ OPER. OPERATOR MOUNTING SCREWS #10 X 3/4" F.H./F 1/ OPER. STAINLESS STEEL C" TRACK 2/ TRACK TRACK MOUNTING SCREWS S8 X 1/2' F.H./PF / OPERATOR STUD BRACKET CONNECTOR / BRACKET STUD BRACKET SCREWS X38 X 1/2" F.H./K 1/ VENT LOCKING HANDLE 2/ LOCK LOCK HANDLE MOUNTING SCREWS 010-32 X 3/e- PP 1/ VENT LOCKING MULTI -POINT BAR X LOCK POEM TIE BAR NYLON GUMES 2 X GUIDE NYLON GUIDES MOUNTING SCREWS #8 X I- PH./PHIL I/ LACK KEEPER (ST. STEEL) X/ KEEPER KEEPER MOUNTING SCREii� c A R to Cmaft *IID:O PBC LA WS ON 16 S • #, 05�"ST331 IGfDAICiflA88 Cf QW6lfY LtOp)NPY //NDOIX NAD QGSB 000&4 O,ao QAm iOl ilaun Pwt rya p gip h : X�F t" R.—`" N. ERM SAX+ Asom WON Series: 3200 Outswing Impact Casement Window eap•A, .•OM+ BILL OF MATERIALS LIST AND DETAILS X• SIM 02/m/B DA / e. ww Aasmwxac-aBaoA-BI ° L30oo-08Gf" 8A 40?? 0/1 KAMINATED 01ASSO 00 a - ?1 8 "A,- A 171D! OB'fBDN UL.Fq& U NAIL 1 VB' ANNEALED GLASS @ CAW PVB INTERLAYER SMUT!! 3 VW ANNEALC@ 04M {'1D)t D4TON DRAIL IN 7/18° Lnminatm4 11/18• Lsminatwi/InsuleteTl •. G��INGPTTON DETAIIaS I 3/IV ANNEALED GLASS ' Mu Mu 87 1M 681Atl. I bn V P" RLTC4I.AYER M"IA13 7 IIB' ANNEA4ED 61.A88 13 I ---""'�'•"""�'W COMi IB8�W1' , -- @ "W PV@ INTERLAYER 1 plPaNi OR Stg.UTIA •J.{. 3 1/8' ANNCALED DLA$• _..8 ..._._.fin, .- - • to}' �_ Fleatlll Jamb 12 14-128 28 2 2 13 18.126 3-376 2 3 1 i INATED 01A5`9 POBON - 14 � 14 7a-1-25 X MW PUM DA' 9/16 g 18.1 83 2 8 I MGM BEAT-STaEnrrlTd p GLAsa GLA LNG HTE 4A 18 18.128 74.28 2 6 @ BosD• PV@ aJTERLAYEa satuT,A �NEAT-ST e/18• LaD3tITalsd H3226.6 28 3 2 3 IMS 6L.A88 071T � 1Q3 2B.5 X375 3 3 M34 28 8 0M 3 AN 28.6 3 6 18 I ITIO - C 13 Ifii6 28.6 74.28 3 8 ts9� °aP°n' 21t 37 � 3 2 I IM NEAT-STREFS' M!2 D4AS8 3T 9& 3 3 8 0AW aDP DmRI AYea DwroaT 3 1/B' MCAT-STRENDHT♦3>ED GLA88 -- 24 � 7 m 828 3 nn 4 11'Is- WMAUD Gus COMPOSMON 171D! OB'fBDN UL.Fq& U NAIL 1 VB' ANNEALED GLASS @ CAW PVB INTERLAYER SMUT!! 3 VW ANNEALC@ 04M {'1D)t D4TON DRAIL IN 7/18° Lnminatm4 11/18• Lsminatwi/InsuleteTl •. G��INGPTTON DETAIIaS I 3/IV ANNEALED GLASS ' @ bn V P" RLTC4I.AYER M"IA13 i 3 3/Ib' ANNCALEa DLASS 11'Is- WMAUD Gus COMPOSMON 171D! OB'fBDN DSTAU. ® 4M nsa 1 VB' ANNEALED GLASS @ CAW PVB INTERLAYER SMUT!! 3 VW ANNEALC@ 04M t ILO• RMILATED AIR SPADE a W ox" fa CLASS Glass 7yq* W 8HO' II& GIM -P7 Qlaa TM -V . l - 1 I 1 I . MW -•••-e"� .L Oft II k3 V l dM no -No MUMMM OF 49"W "MMM WNW 40 am "M wao cwn imt qsm nos Me Ayaap u A.ww. w OF Bu Aa— eg Amr 4".•:.? a N. ERM +/b@ Series: 3200 Outswing Impact Casement Window o'••d�wes Lu6i°� IL MW aa. W/LB GLASS & DP CHARTS AND GLAZING DETAILS FOR W UNITS O A.rer raa swr« nww �`` A ��-mNOA-Of °ice �' L�60-0801°Aim b or 7 71TC /M IN 11/18• Lsminatwi/InsuleteTl G��INGPTTON DETAIIaS Glass 7yq* W 8HO' II& GIM -P7 Qlaa TM -V . l - 1 I 1 I . MW -•••-e"� .L Oft II k3 V l dM no -No MUMMM OF 49"W "MMM WNW 40 am "M wao cwn imt qsm nos Me Ayaap u A.ww. w OF Bu Aa— eg Amr 4".•:.? a N. ERM +/b@ Series: 3200 Outswing Impact Casement Window o'••d�wes Lu6i°� IL MW aa. W/LB GLASS & DP CHARTS AND GLAZING DETAILS FOR W UNITS O A.rer raa swr« nww �`` A ��-mNOA-Of °ice �' L�60-0801°Aim b or 7 4 doll e.w IM -01121M f0-YQm WNII-ON-XO-M 30d] SMV430 ONMO ONY SdRMI dO V GMO A&aPu6A1 iuouxaslaa }aedutt SuT&qn0 OOZE :saljoS •� iLf�Til1.-IYi ' F r� WPRMW.st& l NMP*&W M W tl d0 TOOL TOOL I b 9 1 09 1 08 I 0909 p"v PcariQaR -91/it 311 ONT Y°19 9l/B 68 bl dots n awm berm 63'1r1Nb AA a OTL 3a WV o31r�a en ss m 63 tg3laro .Btl r C TOOL 04L 4 9 09 ZL 0909 09 W1aIOs C3AYit131N! and .ossa a OW OTL b 9 00 ZL 0609 66x'0 MW31M An t OTIL TOOL £ 9 ZL 0908 £ SWUM o tato O'OL TOOL Z 9 ' LZ' ZL Ot08 am Y 9i TOOL TOOL I b 9 1 09 1 08 I 0909 O'OL OTL b 9 0 09 0609 TOOL TOOL £ 9 9E 09 am OW O'OL Z 9 6Z 09 serve a3wx�.ew .9v6 6 TOOL OnL b b 08 9l• ;a Sl 9l ri1n"a6 a3ArTOM 6Ad AM a 0'0L TOOL TOOL OOL b £ IF b 96 9E :. 0 Ob Obi+ Ow fA PO4-lum .91A eer swm (WWW W .914 Noudwam 1 MM I r OW OCL I Z b I a 9b' 07Ab 31I9 ONI tl�O - 00 0 Y d TOOL OaL IF OR Be 090E 91/ O'OL OTIL b to. st Ow l8 b l TTL O'OL b 9£ OODE O'OL TOOL Z b bZ 9£ me OL O'OL b 9 W VL 8ID OW OTu b 9 mm I bL m [ titco SStl 0 G3N31N9N3913-1r3N BII C OT1L OW £ 9 91£EE I L £iG f UWW VJ tr Ib31N1 ®s 4m $ Ow Ou Z I 9 bL ZLO £l sstl�o a3N3u+aNa S-1vm At! I OVA OW b b ealm 84 uvsaa Nouatfim nu - Ow Ow b b 92909 • =To i£ a - 0 1 S WO 7O!s NIP 4 1 9 TOOL TOOL E b 9L£ls 9Z6£9 cc PelaaTMWI -91/9 Diu OUL Z b13F:+' mu IT 31l TNI 90 .wao Si;rw3 a3N31rmN3e16-1r3N .ene Ow Ow b b LE a 9l/6 - V. a3Ar9g31Ni 6Ad Asoa a OOL OT)L 44 9L°8OB L£ bt l8 bl ssnm a3l�aaats-1r3N t 010L O0L £ b 9LE8E 6Z 91wsa lwtaaa9�a Itau OW 00L t b a ZZ T 9 . . ... WIM Homm I .._.. _..._....._.. �,,..�._._ SSM 63W3" AA s PeI aV-gin , alO � aiQin £L 1NUM t13Ar1N31la 6Ad A—WiF a ,�[. 66r'm 431V .bit t ' ' Y - NO OD SSYI O Y 9T 9 �8 FRAME IN-POST RAO. L-3003 6083—Tfi ALUMINUM ASSEMBLt.2i8 VENT Ral I .r Yx"I , a 4r EAD I 4" E� 2 NUMRAtla3,a L27 .002 Ufa I _ —._.--------- ---------- Ou V(HrAD/SILL 7t t.tt ' ANCH13R CLUSTER a TYPICAL) VENT JAMB .797 FRAME JAMB 4 0—&0@ INPOST ANCHOR DETAIL FRAME CORNER DEML .4t 1,8 VENT RAIL VENT RAIL T FPAME IIT FRAME g� / JAMB 0.09a t—� SEE MULLION APPROVALS FOR L-3= 6083-78 ALUIp WM MULLIONSIZE ANO MAX. DESIr LIMITATIONS. 6063—TB ALUMINUM NOTE: THE LOWER PRESSURES OF FO(ED, a. CASEMENT %VINDOW OR MULL SHALL GOVERN aha ' 1ia% UAAIf. aces SHIN Q 12 S.M.S. X ,1 1/4" L. SEE ELEV. FOR SPACING FRAME SILL 2.399 7. ALL STEEL IN CONTACT WRFC ALUM, TO 8E PAINTED OR PLATED. 0.076 FRAME 92iEAR PLAT$ 4� L-90M 6083-TS ALUMINUM 0.30 �` 0,t 2. METAL STRUCTURES:--------- — _. {STEEL OR ALUM. 1/8" MIN. THICK) A) STEEL : Fy o 36 KSI MIN. 123, •.• . .. - ate .. B) ALUMINUM : 6063-TS MIN. Yx t 1 a• N.Ul1 MM SNUBBER L-3014 ... P.H,/PHR. STAB SEAILAIdf B WINDOW FRAME E6AME IMPOST DETAIL 0.377 8083—TS ALUMINUM METAL Q'D'RUCTLTRE ATTAC=NT DETAIL FRML & SASH CORM ASS MRL y DET II R 10 FRAME SOS ANCHOR CLIP .094 it L—SM FDIED UTE MOQNTINO SRAClIW FqtOWXrRVAM 8rewlq, Flr" 6083-TO ALUMINUM 870 L-8006 SWI&SYooe • O.t .r°'� 6063—T6 ALUM&4UM .4aooF.ylmaa 2! 0.0 a 794 .47s „,J J1FBO,ABO .'de's 12 8/i tarlvt tedtede 11/18” GLAZING O GLAZING BEAD x/18 ♦ BBRMpd • vim:. Ip w 1010 f jj�WSON L-3010 or L-7708 L-9011 or L!I-133 Laminated L-3008 or LO-168 :�, *th R B8bbnp1 Np W BT. �f7 33198 6003—TS ALUMINUM 6063-TS ALUMINUM 8083-TB ALUMINUM * OF '� 'IO NB-8990 XWMACM119e 0A #M MJrr AWNMW f/WWW An ama 0aoa8 wma a w�,e aww/ Sam + a wow cum mf CramOft a 0wt1] °M' 0818 ° ' o2e9 i„�• ••, R1OP ��Oo. N. Elm fth m—,Series: a 3200 Outswing Impact Casement Window A N. !ice Ute EXTRUSION CROSS-SECTIONS. & ASSEMBLY DETAILS 0,060 .$SS .115 0.60 ATE 4 a s..mw� r+am A Fmft t ° ° ftb1P L9800- 01 v oP r Tl MIAMI -=E MIAMI -DADS COU" PRODUCT CONTROL SECTION DEPARTMENTOF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Rom AFFAIRS (PERA) Miami, Florida 33115 2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315.2599 ism dale. a Nu-Vue Industries, lot, 1055 East 29 Street Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regalations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA Product Control Section. to be used in Miami. Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Nami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other then Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. Ifthis product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PEKA reserves the right to revoke• this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as descr:'bed herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series NVTA, NVTAS, NVB$ NVUH MT.amd NVTH Wood Connectors. APPROVAL DOCUMENT: Drawing No. ND -2, titled"NWA ad NVTAS, NVBH 24 and NVUH, NVRT and NVTH", sheets 1. through 4 of 4, dated 02/13/2003, with last revision dated 01/25/2012, prepared bj► Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tola4 P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a.permanent label with the manufacturer's name or logo, city, state, modellseries, 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. Wsuse.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 Mimi-laade 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 ret►ises NOA #08.0326.11 and consists of this page 1 and evi .pages EI and E2, as wallas yapproval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrh a,P.E. NOA No: 12-013033 1! -3-1-1 cnut�ty Expiration Data August 21, 2013 GIT -1 ;..., , 6P Approval Date: Jane 14, 2012 1 tii) Page i o Nn--Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIAENCE SUBMITTED A. DRAWINGS 'Submitted raider NOA No. 00701.04" 1. Drawing No. NU -2, titled "NVTA and NVTA,S, NVBH 24 an4 NVUH, NVRT and NVTH", sheets I through 4 -of 4, dated 02/13/2003, with last revision dated _. 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. T64 P.E. B. TEST "Submitted under NOA No. 05-0701.04" Test reportq on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. and. S. E. Black, P.E. e ort. o Wood Connector I—Direcd—o Date 1. PT 02-4073 NVTA Upward 11/06/02 2. PT 024075 NVTA Upward 11/07/02 3. PT 024074 NVTA Upward 1.1/06/02 4. PT 02-3938 NVTA Upward 08/06(02 S. PT 03-4177 1 VRT36 Upward 02/03/03 6. PT 03-4202 NVRTM-T Upward 02/19/03 7. PT 03-4271 NVRT36-T Upward 03/27/03 8. PT 03-4270 NVRT24-T Upward 03/27/03 9. PT 024095 NVUH26 Up & Downward 01/17/03 10. PT 02-4096 NVBH24 Up &Downward 12/03/02 11. 31-22456.0002 NVTA &NVTAS Lateral 07/06/02 12. PT 04-4698 NVTH24 Upward ParalleUPerpendicular 04/15/04 13. PT 04-5036 NVTH24 Upward Load 12/10/04 C. CALCULATIONS `sSubmitted underNOANo. 04-1202.01 Report of Design Capacities prepared by Vipin N. T012t, P.E. Product Model No. of Pages Date, Sinature 1. NVBM24 7 through 8 05/05/03 V. N. Torat, P.E 2. NVRT 9 through 14 05/05/03 V. N. Tolat, P.E. 3. NVTA & NVTAS 1 through 6 05/05/03 V. N. Tolat, P.E. 4. NVTA & NVTAS 1 through 14 02/06/03 V. N. Tolat, P.E. 5. NVRT •. 15 through 15 07/07/03 V. N. Tolat; P.E. • OG d� yo12 Carlos M. Utrers, P.E. Product Control Examiner NOA No: 12-013033 Expiration Data August 219 2013 Approval Date: June 149 2012 E-1 Na•Vue Industries, Inc. . �� n� r. r y_Ii ��IYwY i D. QUALITY ASSURANCE 1. Miami Dade Depadment.efTermitting, Enviromment, and Regulatory Affairs (PM) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Drawing No. NU.2 statement of code Conformance to 2010 FBC, dated 01/25/2012, issued, signed and sealed by Vipin N. T014 P.E. r "Submitted under NOA No. 04-1202. 01 2. No Financial Interest and code compliance letterissued by Vipin N. Tolat, P.E., on 03/2611003 signed an4 sealed by Vipin N. Tola%P.E. Carlos M. Utrera,P.E. Product Control Examint& , NOA No: 12.0130.33 Expiration Date: August 21, 2013 Approval Date: dune 14, 2012 E-2 TAB Truss Anchors NVTA and Riveted TLEross Anchors udth Seat NVTAS LanqM H Product Code Gauge seat Gauge strap 16 NVTA-16 NVTAS 211 20 14 16 NVTA-18 NvfAS 214 20 14 20 NVTA-20 NvrAS 216 20 14 22 NVT4-22 NWAS 218 20 14 24 WTA-24 NvfAS 230 0 14 26 WV -28 NvfA3 221 20 14 26 NVTA-28 NWAS 224 1 20 14 30 NVTA-30 NvrAS 220 20 14 38 NVTA-38 NVIAS 232 20 14 48 NVTA-48 NVfAS 244 20 14 General Not= M axmutn Allowable Load Ibe Up9ft UPUR L1 Singgle L2 Single Single Doubtm� & Double de Double Strap Straps Straps 787 1514 250 800 Gauge seat 808 1610 280 800 7 884 11708 1 280 800 8 902 01804 250 SOD 9 851 01802 250 500 10 999 01868 250 son 11 1048 02096 250 8O0 12 1098 •2192 250 500 13 1145 •2290 250 sea 14 1193 1 02290 250 s00 'Note For 8 or more nails par straps use double Was for deutde straps. 1. Stec) eha6 eanfmm to AM A654 sbneteal grads 33 Oft ylold 33 fol) and e ndnbmrm golvantted couftg of 0 80 per AS1M AS= am u n.1eas F�mO� d Flarfaa dBu WhM Cad 2016 tom) for oaad S 1..d. w. for Saalh. Ff.. cwt em. a 0P••lea q.a.11r er a ar. Airs toads far A. apwas " 00 ed 44 Italmrdtngty; ee�c s p n.ua stbn =4-0.65 for common ek. Iwae and A Allowable leach for wind MM have dready heel tnereaend by a duraBan halal of 1.8 far anchor soba. 3376 sled ntraea boteces U Imt used Is the tabulated vdues. 6. AUsisoMe toads for more then ante dNettan far a efegae aaneedran cannot be added 139e9tet. A design toad whfah can be didded foto components to the d1reathms ghen most be evaluated as lagawet +• a, + a,a a. io 7. A1lewoMe leads aro based on it Ntdb woad members unlmis 90orwhe natmL B. An go been and wanted concrete masonry shall aom�tlr lath Chapters 16 old M of 2010 FRM Cmenle hr Us beam and grout and mortar ter aenm�sta masomy shall be a eta. of 2800 pal. Concrete masonry ahaU•amnply with ASTM CM 6. A9 tests bora been amdcoted M accordance wIUI ASTM 0-1761. NVIA T—. e....ti...,. MUTA ....a 91-6.4LT 62 A....1....- .du. c-1 a .n.rse Lc tiProduct gth Code Gauge seat Cause strap 18 NVTA-18 NVTAS 212 20 14 18 NVTA-18 11VTAS 214 20 14 20 HVTA-20 NVTAS 216 20 14 22 NVTA-221 NVTAS 216 20 14 24 NVrA-24 t4VTAS 220 20 14 26 IMA -26 NVTAS 222 20 14 28 NVTA-28 NVTAS 224 20 14 30 NVTA-30 I IWAS 226 20 14 38 1 NVTA-38 NVTAS 232 20 14 48 1 NVTA-48 I NVTAS 244 20 14 No. of Fasteners each strap 10d x 1.S' Max mus U fi s s Stmt Allowable Lwd the UPBft L1 Slagle L2 Sfngla Doubt & Double de Doubt ' Straps Straps 8 IOM 2238 250 800 s 1127 2284 . MM 68S 7 11 2272 520 630 8 11 02288 520 630 9 1154 Jonas 520 630 10 '11611 MU 520 630 1111 0� wmdillimma 84 73 02340 520 630 f2 1f7 •235!1 Sao 630 13 11 •7374 520 630 011do: For 8 0 Inane nelle per strap, use I doubts Was far ruble strops Perpendicular to Wde O Nt4* kfmoetnente RequIred 2 0 • 0 2r"o— Concrete 719 Ream tardal o worn Nh econcrete Wed o rmxm=iiBVOmasonry Hates 0146 �• N. TO PE (CML) 0� wmdillimma 84 73 NVTA. NVTAS FL 29 FL. REO. ++ 12847 6�rneH0 � 15123 LA147M CREEtt LAN HOUSTON. T% 77088 .••••• �N N, ere''• .• �? 6666 r0` '-•. v stss.e . u U ••. • .�•"9 -*%P.%09 •. Industries. Inc. .� N . . \r2StlZ 1083-1059 East 20 street Hlaled% Flarido 33013 PHOWEI (305) 694-0387 a e . OtttLS• . FAX! (305)'694-0398 NVTA ANDI NVTAS.TRUSS ANCHOM .-A .0 RID DM Sheet• atsc Revtstanst 7i M •'•h.406 .out •••. MU -21 1 of 4 113, Zan .tu�Aty 190.. 000t rot d@p coos v ro3i i t• Z Z—�1N1 qw aum on r+cnrore(oea '' t iLO ALL4S i OdhO f bZ HBM 9a` SMNVH 93 MM ON sal"eo (sor) UVA taco—rag OW3 WOW rtocr oWl�ld 'wsrvlN lam a= offin oa ioo_ eZ Iso3 �al-•C9a1 I oul -•In• a nn — n N 1 ONVttam 4ti•91217 (-W sovoi momxow OV r3r 9IM=iu 't �•io�wa� rrT"��5: .s• aacwor• .yr o�0 0�0 00 �o too . �9 • o �p Brava � ,l,dl'Idn1 opPgly LmdS PUN o'WWAS 't loses 'ootam Pam$ Us T woupm i40P it PLD •••LPM APLs9 .9 uo Poso9 •m SWM 'Z PMM sopa •ulym il••olnPs9os Ll •n "W PsM-ds ds an It ImrffnisY � mioN Icy �a.�naara or rtst cess of oz ►t 9zHnnil P 113ONVH JMOP 99 HMN il 318 I uods PIP( wwyus 't 10095 'o•1oN PAU99 us T --insm Salop PLD -P-q it uD Pubo — ••Lt•A a "nunlu •ugyos of olsPs9u 9 omuisot PsalnDdr pfin It nwioa rttt 9 at 9t ►ZHM sZ S0YOosi�iatH�x9o� �� 8 •o , (091) saval amame 31m"mn 'tY u3N3LWJ NMNVH AIMUng 4Z MAN t—mm 9: cm SWO1 A117 VW ts lam a= offin oa I (-W sovoi momxow 113ONVH JMOP 99 HMN il 318 I uods PIP( wwyus 't 10095 'o•1oN PAU99 us T --insm Salop PLD -P-q it uD Pubo — ••Lt•A a "nunlu •ugyos of olsPs9u 9 omuisot PsalnDdr pfin It nwioa rttt 9 at 9t ►ZHM sZ S0YOosi�iatH�x9o� �� 8 •o , (091) saval amame 31m"mn 'tY u3N3LWJ NMNVH AIMUng 4Z MAN t—mm TABLE 5 `NVRT,Fipt and Twtsted Rafter Ties Length (in} Product Code Gauge 12 MM --12 14 16 Nw-19 14 18 NvNT-ta 14 20 Kw -20 14 22 NVRT-42 14 24 NVRT-24 .14 30 NVRT-30 14 36 iVRT--35 14 4d NVRT-4e 14 16d Fasteners Maximum Uplift Coad (Ibe) TOTAL. • Flat Ties Twisted Ties 8 4 T2s 724 10 6 M Sao 12 a son an 14 7 T1136 14 1134 Nam 1. Spaaify 'p' for Flat and 'T' for Twfeted when mdwt q. Z Fastener stone aro based an a minimum Ir thick wood membtm 3. • tndhatao no; of wogs fn cub eamraated woad mamba. C am Govai Notes,'sheat 1. 1 HALF It" 1_ 1.ratonr t� r -1 cwumdad c ftaxotad to trmr to woo lrrm ") TABLE 6 I "Ti-Twisted Ratter Ties to Concrete Tie Seems. or Cenerete FMad Memento Length (tn) Product Coda Gauge 12 NVRT-12 14 16 NVRT-1e 14 18 NVRT--te 14 20 ORT --20 14 22 ORT --22 14 24 UM --24 14 30 NOT -30 14 36 UM --3e 14 48 NVRT-4e 14 No, of lad noun to Wood Framing No. of i' d1ametar Topcons to Concrete Maximurn UPfift Load (lbs) 4 6 742 a 7 ass 6 B gal 7 a 1143 BlOFol* 2ft ASM No Notes /11 ��— 1. rtxi tapaan aimif be embedded a mbown lir It into awa=to ttebaarn lir We= farmed weh aatmete Quad mannm nw tapam am Be have a mb6 edge dfdmm of 2r and mhdmam apaebrq of 1r an sham. Un ht Z Son aarmd Notes, ebeat L UPLFT 3. 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