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RC-12-771 Miami Shores Village REcEr ED. Building Department MAY 0 . 202 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 B : Tel: (305)795:2204 Fax: (305)756.8972 ' INSPECTION'S PHONE NUMBER:(305)762.4949 U LDIN(i Permit No.C' 1 21 1^1 t PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING e OWNER:Name(Fee Simple Titleholder): Phone# Address: . / 0 7 City: _ State: Zip: l Tenant/Lessee Name: Phone#: Email: JOB.ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: z1 3 Z o 4 ® t4 o® U 1 Is the Building Historically Designated:Yes NO Flood Zone: CONTRACTOR:Company Name: Phone#: 3 0 S"v 2—q re 9 Z- p Y Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: 5 A A D +-. 5 °) v A C S . o DESIGNER:Architect!$ngineer: Phone#: 30 0 2 -1 V 44 G 0 Value of Work for this Permit: $ 2 _5-OP Square/Linear Footage of Work: .*. yy// Type of Work: ❑Addition ,� ❑Alteration CINew U epair/Replace W1 emolition Description of Work: �, �. IA t, r1 27/ Submittal Fee$ b,O Permit Fee$ © CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond.$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE z ]�®xiat 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. / Si nature Signature_ 1412 I Owner or Age Contractor The foregoing instrument was ackno ledged b ore me this The foregoing instrument was acknowledged before me this day of r aav P , ,bYAM S.A1D day of 20 Q�9113i2. who is person 4l ga '"=�A�`S4,`h.#DD 917312 r PU t0 16 3 ' p a yq j� Ve s duced who is person o 9\;000 sprociuoed W!Manwho did take an oath. ass @00cation and who did take an oath. 0 NOTARY P NOT AR PUBLI Sign: ar u Sign. v Print: r * �s � 16 2013 Print: My Comm a la xp '"' My Commission Expires: *9:keYkYY�*��Y�9:YY*t9:oY:YoY Y�esFY&9:&�Yk��4:&YY:F9:YkaY9:9:dFk9:9e&k9e�:FkYkY�k9:kotaE�dr4e Sr9:kY�:��k9:k:F�:Y9:de YaY t:@kkYrk:Y:t•��k9tYYk�:s@4eAd:k,�:YY APPROVED BY old i_O h' 6 Plans Examiner Zoning. Structural Review Clerk 4 Z�4 (Revised 07/10/07XRevised 06/10/2009)(Revised 3/15/09) f ion MU MI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 1 1805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA} ww Ml m1a gy/ er Lawson Industries,Inc. 8501 NW 90 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 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 duality 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 describedd herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"HS4700(Flange Frame)"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No.1,9700_0901,titled"HS-8700 Horizontal Rolling Flange Impact Window",sheets 1 through 10 of 10,dated 05/30/09 with revision A dated 01/25/12,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. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state, 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 and renews NOA# 11-0705.10 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. Mi . . NOA No.12-0127.09 Expiration Date: April 11,2017 G� Approval Date: March 29,2012 '3�I"t 1l2 Page I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700-0901,titled"HS-8700 Horizontal Rolling Flange Impact Window",sheets 1 through 10 of 10,dated 05/30/09 with revision A dated 01/25/12, III p re p ared by m a nufacturer signed and sealed by Thomas J. Sotos F. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per.FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.'s: HETI-10-3047,HETI-10-3048,HETI-10-30499 HETI-10-3049I1 HETI-10- 30N9 HETI-10-3051,HETI-10-3052B,HETI-10-3053,HETI-10 3056,HETI-10- 3057,HETI-10-31309 HETI-10 3131,HETI-10-32239 HETI-10-3224,HET-10= 3225,HETI-103226 and HETI-10-3251,dated 11/09/10,03/23/11 and 04/25/11, signed and sealed by Candido F.Font,P.E. and Rafael E. Droz-Seda, P.E. (Submitted under previous NOA No. 11-47 05.10) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203--94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XO configuration,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.'s HETI-08-2033,HETI-08-2034, HETI-08-2035, HETI--08-2036, HETI-08-2037, HETI-08-20389 HETI-08-2116A and HETI-08-2116B,dated 02/28/08,all signed and sealed by Candido F. Font,P.E. (Submined under previous NOA No. 09-0706.05) Manue .Per Product Control E mi• r NOA No.12-0 .08, Expiration Date: April 11,2017 Approval Date: March 29,2012 i E-1 I ` La,wson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowmuED) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)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 8 specimens of an aluminum horizontal sliding window,XO configuration,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.'s FTL-3097,FTL--3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/002, all signed and sealed by Luis Antonio Figueredo,P. E. (SubmMed under NOA No. 02-02.05) C. CALCULATIONS: 1. Anchor verification calculations and,structural analysis, complying with FBC-2010, prepared by manufacturer,dated 05/28/09,revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Buteeiteo PVB Interlayer"dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05105111,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 May 20,2010,signed and sealed by Thomas J. Sotos,P.E. G. OTHERS 1. Notice of Acceptance No. 11-0705.10,issued to Lawson Industries,Inc. for their Series"HS-8700 Flange"Aluminum Horizontal Sliding Window-L.M.I., approved on 09/08/11 and expiring on 04/11/12. Marne Per Product Control Exa i NOA No. 12-01. .� . 08 Expiration Date: April 11,2017 Approval Date: March 29,2012 E-2 A Al A a1 General Notes: 1.j THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE c Q REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT m_ Z IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) m h 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING C //- •�/ \� \� RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. p p, ° 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON 4R ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3 .. (O.C.), AND AS TABULATED ON SHEETS 8, 7, or& a c A4 x B B1 B B7 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE To BE Z ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND $ TO BE REVIEWED BY BUILDING OFFICIAL _i c X0 S.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES a rs Nom' TABULATED HEREIN SEE SHEETa 1?REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES ( B8. 7, or 8), AND FOR USE WITH DOUBLE GLAZE & 2J FOR VERTICAL CROSS-SECTION DEBARS"A,AL, R.&BI"REFER TO SHEET Q3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETO #8, 7 o 8). 1 3 FOR HORIZONTAL CROSS—SECTION DETAILS C, D,& E"REFER TO SHEET Q4 8.) WINDOWS WITH GLASS TYPES A, C, OR G"INSTALLED ABOVE 301T. 4)REFER TO SHEET 8 OF t0 FOR DEMON LOAD CHARTS AND NOTES. IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. A Al 7.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS. 8.) SEE SHEET a FOR GLASS TYPES. ff 8.) SEE SHEET a FOR DESIGN PRESSURES ON "XO or OX"WINDOWS. ® OZ 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE 'Xo)r WINDOWS. 4 \ / o Il. 38E SHEET 8 FOR/ } R DESIGN PRESSURES ON UN-EQUAL\\ EQ aL LCTE °XOx°WINDOWS. p 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3. 4, or 9. W a x •,\�• .��• ,�/, 1&) EXT. &INT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED H I (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET®3. 4 &8 FOR DETAILS to &NOTES)WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER V) Q B 81 24 SECTION 11.3.3.3. x j{ 18.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.)SEE SHEET# 8 FOR MULLION/ME1'AL ATTACHMENT DETAILS,NOTES&OPTIONS. XOX -Equal ste (1/3-=-1/3) IT.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF M41MI-DADE COUNTY APPROVED NOTES: WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT T1 THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY To THE 1�REFER TO SELL 2 - 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM 2 FOR HORIZON CROSS-SECTION DETAILS'A,D. B.&REFER REFER TO SHEET y3 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE 3)FOR R TO SHEET CROP-SECTION DETAILS"D.& R AND TO SHEET{S PAINTER OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE 4)REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A At ift m L�7j j/ E� D � E L � ,- , PasRODUpl TRI1haF ioTt� a •� jjj W XOX - Un-Egna Iite (1/4-1/2-1/A) *NOTES: I REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. DWIdEngCOda 23 FOR VERTICAL CROSS—SECTION DETAILS"A.Al.B,&BS"REFER TO.SHEEP®3 o V. ,3)FOR HORIZONTAL CROSS—SECTION DETAILS "A,&E•"REFER TO SHEET 88 4)REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES, AEI PrSERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW «,o APPROVED ELEVATIONS d a TEST UNIT SIZE; 111'X 83" $� INSTALLATION PASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE TO.0 (B) 10 AT EA. FRAME SILL (14 AT FRAME BILL IF DP ABOVE 70.0) (C) B AT EA.FRAME JAMB *SEE GENERAL NOTE#3&®4.�— Mgt 0. _ 24 V3/9"-24 M Pit Z4 3/5-w 3 E / ) '4 S t Al •�TVO A to� y 4 t 4 $ B1 4 t I s'r Ey O 0 1.SAME ANCHOR SPACING AT HEAD A SD.1.\ j \t 1L- T.BMW E C TYO ADD[TJDNAL ANCHORS REQUIRED � D Y AT MEETING RAIL$FOR UNITS WITH AVA Lp AS BP ABOVE+7DPSE I-7SPSF C4 TOTAL) NNppTTEEgg�� XOX° WINDOW EQUAL •TT. F'SE�VERTICAL CROSS-SECTIUN DETAILS'A,Al,8,6 B1•AT SHEET 03 IST UNIT SIZE: III*X 61" 8.SEE HORIZONTAL CROSS-SECT101d DETAILS'C.D,6 E•AT SHEET 05 !STAUATION FASTENERS Ik 11]•OVERALL FRAME WIDTH 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) 110'INTERIOR FRAME WIDTH ) 10 AT EA. FRAME SR& A A l UNIT A RpILs (14 AT FRAME SILL IF DP ABOVE 70.0) :� 1IIT,H �A—M $AT EA.FRAME JAMB ( T$.od •4.�.,, tY ,SEE GENERAL NOTE j3&14. TEST UNIT SIZE:74"X 83" INSTMIATIOM FASTENERS* (A)6 AT FRAME HEAD (8 AT FRAME HEAD W DP ABOVE 70.0 (B)8 AT EA. FRAME SILL (8 AT FRAME S W DP ABOVE 70.0) {C) ILL 8 AT EA. FRAME JAMB C�yp��@*�GENERAL.NOTE 93&II4. AZ�C cet�) vi•Dc FF 74.OVERALL FRAME WIDTH 0 6th V3/9"-24 73•INTERIOR FRAME WIDTH ' 3 '4 S t Al •�TVO A to� 4 t 4 ��p 4 t I s'r Ey O 0 0gD �t D O t to y TEST UNIT SIZE:74"X 83" INSTMIATIOM FASTENERS* (A)6 AT FRAME HEAD (8 AT FRAME HEAD W DP ABOVE 70.0 (B)8 AT EA. FRAME SILL (8 AT FRAME S W DP ABOVE 70.0) {C) ILL 8 AT EA. FRAME JAMB C�yp��@*�GENERAL.NOTE 93&II4. AZ�C cet�) vi•Dc FF 74.OVERALL FRAME WIDTH 73•INTERIOR FRAME WIDTH ' '4 S t Al •�TVO A to� 4 t 4 ��p 4 t I s'r Ey O O �t D O t to y y� 13 Y4 z =1 G z n 1, GG44 14•D.0 �3 po J $ n 13 1/4.O.C. / t c-.S> ,y� 13 V4.O.C. $ $1 s' $ t3 V4•DL q, to �p nur_HDp NOTE& i` % OL` L SAME AND=SPACtNO AT HEAD 6 SILL ! � ¢ 8.TWO ADDITIONAL ANCIIpRB REQUIRED—].._! MINT pNO IgRE• H CCC��i W .EB¢ AT NECTDIG RAO.S POR UNITS•OITH OPTIONAL. DP ABOVE+/-7gP$E C4 TOTAL) XO° WINDOW Eb?UAL LSTELSTE x 1.SEE ( °OX" REVERSED ) �A 1. E VERTICAL CROSS-SECI.-NAILS A,Al,D,6 BS•AT SHEET 03 B.SEE HORIZONTAL CROSS-SECTIBN DETAILS'C,D,6 E•AT SHEET 04 1� 13 SERIES-8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L M I �$; {j`'4 V4•at eo0e��ge�N w.,$�iify�(e8888�0 ANCHOR OBITES. Q��'S, p pL yBp,�TD�pRE- L SAME ANCHOR SINGING AT HEAD 8 S[LL APPLIED V/S MO ARE AVAILpILLE 2•I TE Dr RAILSAFL WITHD i AS OPTIONAL.DP H E+70PSF/-78P$C4 TOTAL) "MX—" WINDOW - L4—EQUAL .IT NOTES, L SEE VERTICAL CROSS-SECTION DETAh.S•A.AI,B,6 Rt'AT SHEET 03 E.SEE HORI2UNTAL CROSS-SECTION DETAILS'C,D,6 E'AT SHEET 05 13 1/4•ar °•(V tmL PRODUCFRBVsm BIU no IilO10 FIp[[d9 d g gg 7 ee* ee 1/4' TAPCON EMBEDMENT T 1 O C STUCCO OVER METAL LATH NAILED TO &14 SM.S. W/ 1 1/4• MIN EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO VtMo (SEE ELEVATION AT SHEET rig 1. ALL WOOD DUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET #2 FpR MAX. FASTENER SPACING) & Tp HE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) 1 1/8' MIN. 2• WOOD BUCK AND FRAMING CNOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED NOT }sL 3 DUSTRIES, INC. v EDGE DISTANCE BY THE GLAZING SYSTEM °it i':�'r m q ' p a •,�ai ,oe ro A 4 ° ;0 1 1 4' MIN. :.o :a r :.:•.• m h 1z . ° rye' :Tt• , , 4., 0 4: TE M BEDMENb•, .A. o. o 4: .;2. a 2X 1'S t s ,L'a •`�•`,;.'Kr«,4'•t O'.:. •:.Av,iNr MIN EDGE NCE {. T R o`� t9 o y! Y 'i °l! ' p EXTERIOR GRADE 12 we HA% k^ r 1/4' PERIMETER CAULKING SHIM SPACE °.f;i. 2X (MIN-EMBED.) f „`y tTYPJ .,\off. d 7YP. . .�.i Z dl 15 •b:�, F�tir:s 11 �'I z O 1/4•MAX. A 14 15 � X1�NC,�ar�� „ a 6 CTO B APPLIED BY OTHERS CTYP.) C .��.. a C, CLEAR SILICONE ADHESIVE EXTERIOR i E BEDDING COMPOUND i (A 1z 6 to 11w INTERIOR I� EXTERIOR INTERIOR a¢ ALTERNATE DETAIL t LAMINATED GLASS g g N 33 EH Ld x o t 14 6 Ng-0-12 FRAME INg'tAUATION D� g w a z 27 MU12OWr INSTALIM02111 NOTES ,1ffi 8 a 1. THE WINDOW FRAME FLANGE TO BE RACK-BEDDED W/ AN EXT. a 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 28 SILL RISER OPTIONAL BY WINDOW INSTALLER(TYP.) APPLIED WITH SILICONE 2• THE EXPOSED EXT. PERIMETER OF THE WDOIOV FRAME TO SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK 2 !I SWEETS l4, p8,&q8. BY OTHERS (TYP.) $ ¢ • WHEN THE CAP B1 TWEEN THE WINDOW FRAME AND THE DUCK OR I!I 26 10 32 13 i i MASONRY IS LESS s THAN 1/8•,SHMS ARE NOT REQUIRED. �► I 9 B I - 1 13 ANCHORS NOTE EXTERIOR GRADE ti::::^:••xrr,.:: PERIMETER CAULKING EXT. GRACE "i"•••^:si»........;... ON>1ORSS TO BE We SMS OR WD, SCREWS INTO 6Bt/tlltt/tl S CONS tsr A I 0 WOOD, OR CAULK s i.?ti::i:.::�s APPROVED CONC. FASTENERS INTO CONC., mmm� *, WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR m$••.�•1'•••�•••;.�•�dI CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) •y��i d A e 114!MAX, A 0 111•NAIL. e a q aSM14 SPACE e:sl' a s a SHtM SPACE a' it d tTYP� o d• (TYPa pi ,:••{-?••"•.. • 4:1 1/4' MIN. K"j t' 'x••4.s,r•...4'3 4..',••d r qae•.'°• d:e1jI4�' ,ye °•�'S• ,':•?,!c;, •.,J 4„ A d 1 d 4... 1 d 1/4 MIN.. . PARwOeDPiUtuCtaTOINtyCvis EMBEDMENT a5cwwftYBh(w1 wft i p j r r �CC EMHE Ni B O 4 4, 4 4 '4• 1/8' MIN. ` Bxp6mtatDate "1 EDGE DISTANCE DY r ( •••• mm OPTIONAL SIL INSTALLATION DETAIL AT "XO or OX- 4��ir/lltl toe6mmm A 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYPJ a BY OTHERS (TYPJ 2. WOOD BUCK AND FRAMING (NOT BY LAWSON 21: y INDUSTRIES) MUST SUSTAIN LOADS IMPOSED 4� O u INTERIOR FINISH BY THE GLAZING SYSTEM $s x A (BY OTHERS> X n O s:1. 21 2 ODD BUCKS {y� 3 LAMINATED GLASS �» gas � � c x 1/4•MAX. 33 SILICONE ADHESIVE $ p t• �. X14 SAS. ME 1 INT SHIM S ACE BEDDING COMP13UND va-MAx r r.. MIN.EMBEDMENT INTO WOOD. (TYPa SHIM SPADE tiyt• e W (SEE ELEVATION AT SHEET X2 2X 7 17 INTERIOR (TrPJ z o a FOR MAX. FASTENER SPACING) e g 27 3 1 ° B i Q .1/4• TAPCON W/ I 114• R 1 1/4' MIN. MIN. EMBEDMENT INTO CONC. bg EM NT - .(SEE ELEVATION AT SHEET X2 m 14 12 tx FOR MAX. FASTENER SPACING) C a•..a.,r EDGE Q DISTANCE 1S ;t<i>9Di»Yt <T>s{»asi�i 17 8 11 EMBEDMENT O M_ a• o <lffFQEffff<K{{.f«ffE � lV pj - - - - •a 0. W EXTERIOR WALL FINISH EDGE 1 DISTANCE I!8- MIN. BY OTHERS (TYPJ o" sr"etc' 'r 2D w+• 4 a. x�• �..• .c? "' to ,;... •iF'4•',.x � ,� � c i E I 4 EXTERIOR EXT. GRADE STUCCO OVER METAL LATH MAILED TED) O .••:(x°I'q°. .'y, I EXTERIOR GRADE PLYWOOD SHEATHING EXT.GRADE PERIMETER d;s,m'�r!.t;,• TO BE SPECIFIED BY ARCHITECT OR GC. CAULKING NOT BY •t;^t�; t>^«",�'' rx NOT B L FINISH D OTHERS) M INDUSTRIES"BHERS 73' MAX. NOT BY LAVSON INDUSTRIES,INC. WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH M s "XO" WINDOW EQUAL LITE } ( "OX" REVERSED ) 30 31 WINDOW INST Ta.ATION NO V 8 8 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. $ _ GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER(TYPJ a R. THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK 22 21 BY OTHERS CTYPJ •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR y"1p11/j�� g MASONRY IS LESS THAN 1/8",SHINS ARE NOT REQUIRED. ANCHORS NOTE' ,<O,••' ~•J I o ANCHORS TO BE XI2 SMS 12R WD. SCREWS INTO WOOD, OR PRODUCT •!(/W t� LOCI{ (LATCH AND SWEEP) OPTIONS 1/4• TAPCaNS or APPROVED CONC. FASTENERS INTO CONC., D EVISM atea j3 � 1. BOTH EXTRUDED ALUMINUM AND PLASTIC I.1FT H"DLE WITH A MINIMUM OF 1 1/4• PENETRATION INTO WOOD OR aEr-o. LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. CONC. (REFER TO LOAD TALES FOR pUANTITIES REQUIRED) AcoeptarmoNo T 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED lTxpir�loA Cgta - 7 FOR USE ON ALL WINDOWS. 3. TWO (2) LACKS ARE REQUIRED PER EACH VENT. ��,00eo,�t•1/111p191St�s�� A # 12 X 1 3/4• S.M.S. I MIN. Op EMBED sca tSEE EE ELEVATION AT SHEET 92 FOR MAX. FASTENER SPACING) O CLEAR SILICONE ADHESIVE . PT. WOOD BUCKS o O SHIM SPACE 21 22 23 34 BEDDING CDMPQUND LAMINATED GLASS y,�✓" m L a :.s., tTYP� 1/4•MAX. p+' e. h ! h x 7 17 33 EXTERIOR SHIM SPACE ��{;:. .4 5 27 30 31 1/4• TAPCON V/ 1 1/4• MIN, EMBEDMENT INTO CONE. Z 16" .(SEE ELEVATION AT SHEET #2 14 12 FOR MAX. FASTENER SPACING) g ns MBEDM 17 g 18 1/4"MIN. a O o MBEIIMEN 4 C4 - - ---28---- ---- — a a 1 1/8• MIN. EDGE DISTANCE EXT. GRADE EXT. GRADE i;"` O CAULK CAULK 4 .�., TZ CO WINDOW FRAME BUCK WIDTH �Q x WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN-EQUAL LITE WINDOW INSTALLATION NO= �� 8 L THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER(TY" 2, THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS tTYPJ •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LEN THAN 21W, SHIMS ARE NOT REQUIRED. a ANCHORS NOTE' & ANCHORS TO BE #12 SMS OR WD, SCREWS INTO WOOD, OR 71I 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CDNC., ,eoft I,s® WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR Q�SS�••' •• ��,,jo CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 0.dd• s O O PRODITCI'R6dMD 9n#d6,g�mPly�whhUpFka4�l Id„ v��` Miami ProGuat ,s0j/jl 3111 w a 6 DEW""-N LOAD CA / F - o W AtDO w Un-E us! to 4- -114 +/-Pressures FRAME SIZE #Jamb If H&3 Glass Type"B" r 21 G lass Type"C" *Z Glass T "D" *2 Glass a"E" *3 Glass Type F" "3 Glass T G. 2 WIDTH HEIGHT Anchore Anchors + f _ gf + f + f + sf - f + f f + f sf 80 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.Q 75.0 62.0 52.0 65.0 75.0 ; y 72 24 3 7 80.0 80.0 50.0 80.4 65.Q 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 8 80.0 80.0 80.0 80.4 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 �^ g 98 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106 4 3 11 33.5 80. .0 65,0 75.0 65.0 75.0 5 .d 52.0 65. 75.0 $ y 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.4 52.0 65.0 75.0 Z 72 36 3 7 80.0 80.0 80.0 80.0 65.0 7500 6540 75.0 52.0 52.0 65.0 75.0 $ 84 38 3 8 70.0 75.4 70.0 75.4 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 d 86 38 3 10 74,0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 108 36 3 11 - 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 g o 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 72 48 4 7 70.0 75.0 70.0 75.0 66.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 oo 84 48 4 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 66.0 75.0 98 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.Q 75.0 108 48 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 6b.0 75.0 60 60 5 7 52.0 52.0 65.0 75.0 65.0 75. 5 .0 52.d 65.0 75.0 o 72 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 p ,,, o 84 BQ 5 8 52.0 52.0 65.0 75.4 85.0 75.0 52.0 52.0 65.0 75.0 L�� a� x 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 62.0 52,0 65.0 75.0 74 60 5 7 . - 52.0 52.0 66.0 75.0 65.0 75.0 52:0 52.0 65.0 75.0 74 26 3 7 80.0 80.0 80.0 80.0 k65. 75.Q 65.0 75.0 62.0 52.0 65.0 75.0 e c 74 38.375 3 7 80.0 80.0 80.0 Sd.Q 75.0 65.0 75.0 52.0 52.0 65.0 75.0 A 74 50.825 4 7 70.0 75.0 74.0 75.0 75.0 65,0 75.Q 52.0 52.0 65.0 75.0 74 68 5 7 52.0 52.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 52.0 52.0 75.0 65.0 75.0 52.0 52.4 65.0 75.0 78.5 26 3 9 .52.0 52.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 - 52.0 52.Q 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.825 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 78.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 �8 79.9---63 5 9 52.0 52.0 65.0' 75.0 65.0 75.0 06.25 26 3 11 52.0 52.0 65.0 75. 52.0 52.0 85.0 75.0 75.0 .0 75. .0 52.0 5 65.0 75. 106.25 38.375 4 11 52.0 52.0 65.0 75.0 650 75.0 52.0 62.0 65.0 75.0 0 75.0 106.25 50.625 4 11 52.0 52.0 66. 65.0 75.0 52.0 52.0 65.d 106.25 68 5 - _ 75.0 11 5 2.0 52.0 65 0 75.0 65.0 75.0 52.0 52A 65.0 75.0 106.25 63 5 71 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.4 75.0 , 111 2B 3 1 52.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75:0 111 38.375 4 11 b2.0 52.0 65.4 75.0 65.0 75.0 52.0 52.0 65.Q 75.0s 111 50.625 4 11 b2.0 52.0 65.0 75.0 65.0 76.0 52.0 52.0 65.0 75.0 111 S8 5 11 52.0 52.0 65.0 75.0 65.0 76.0 52.0 52.0 65.0 75.0 8 1 5 1 52.0 5 65. 75.0 .0 75.0 5 .0 52.4 65. 75. ♦♦s♦♦s�is !f tr4pi ODUCTRBVIST3D ♦ g••••••••.... aruplykigwbkileaFla[i8e a �•°• Notes * 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS& SILICONE OPTIONS. 2.)STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH WITH GLASS TYPES /1 B. C, & D� 20 SILL RISER - OPTIONAL 0 3.) SILL(WINDOWS RISER ADAPTER ARE FOR WINDOWS 8000E +70.0 DP T 1 i APPLIED WITH SILICONE •/ ��. ADDITIONAL WITH GLASS TYPES `E. & F'" AND AD &SILL MAX. I FOR OP ABOVE +70.0 PSF .•' ADDITIONAL ANCHORS REQUOtED AT FRAME HEAD &SILT,ON C+00,0 DP MAXJ ' ...• WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 2 t p 4.)WINDOWS WITH CLASS TYPES "A, C. OR G°INSTALLED ABOVE 3OFT. ` �� prprp•• �t6t'9 IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX- Un- .nuj use A a ! DESIGN LOAD CAPACffY(PSFJ-XOX WINDOWS with Equal Eke(1!3.1!3-113) FRAME SIZE #Jamb #H&S Glass Type Glass Type"B" 2) Glass Type"C" {*2 Glass "11" (*2) Glass T e"E" (*3) Glass Ty pe"P'(*3) Glass T "G" r 2 WIDTH HEIGHT Anchors Anchors +psf _psf +pef +paf _p8f +psf + + m -pd „ �+ 60 24 3 7 80.0 80.0 80.0 80,0 65.0 75.0 65,0 75.0 52.0 52.0 65.0 75.0 ^ s 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52,0 85.0 75.0 $ 84 24 3 9 80.0 8Q.0 80.0 80.0 65.0 75.0 65.Q 75A 520 52 0 65.0 . 75.0 i 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75,0 65.0 75.0 52,0 52.0 65.0 75.0 Z a", w 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 84 38 3 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a le a i N o w 60 48 4 7 - - 52.0 52.0 65.0 .75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 - - 52.0 52.0 65.0 1 75.0 65.0 75.0 52.0 52.0 6510 75.0 60 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ��` x 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 "`1 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ® a a 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c 53.125 38.375 4 8 80,0 80.0 80A 80..0 65.0 75.0 6&0 75.0 52.0 52.0 65.0 75.Q a 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75,0 52.0 52.0 65.0 75.0 w x 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 5 o 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9 - 52.0 52.0 65.0 75,0 65.Q 75.0 52.0 52.0 65.0 75.0 ►�' 74 50.625 4 9 - - 52,0 52,0 65.0 .75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - - 52.0 52,0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 gg 79.5 26 3 9 80.0 80.0 80.0 80.0 65,0 75.0 65.0 75.0 52.0 52,0 65.0 75.0 &� s 79.5 38.375 4 9 70.0 J 75.0 52.0 52,0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 I 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79,5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - - 520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 .75.0 $ x 84 36.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52,0 52.0 65.0 75.0 >_ 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 - - 520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75,0 520 52.0 65.0 75.0 PRODUCTRBVISSD .••'1O °! ej No a '� 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILCONE OPTIONS. A & 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW ton DWa ^^ ly (WINDOWS WITH GLASS TYPES 'A. B. C. & D") SILL RISER - DPTIUNAL 6 C' 3,) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP BY l 2U APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES "E, & F") AND +80,0 DP MAX. \' // Pmt] t' 1 FOR I ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD&SILL ON t+80.0 DP fNAXJ '•. WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10 `� G= i °• ..• 4.) WINDOWS WITH GLASS TYPES "A.C. OR G°INSTALLED ABOVE SOFT. ) IN THE HVHZ, THE I.C. EXTERIOR L TE SHALL BE TEMPERED. is a a 33 19 ALUMINUM MILLION #SAT HEAD4 PSHIUUtPS RS-8740 FLANGE FRAME WIND Oi9 BI OF MATERIALS e ►A MULLION 92APPROVALS AND MAX. VIVADON AT SHEET 92 / PART j RM. DRSCRIPT10N FmwKS i R NAx,FASTENER SPAd NO "WEE-MOSCMEAD OPTIfDYS•. DESLON PRESSURE LtbTRATIONS. TURTLES FOR OttANTITY) a I L-7703 I FRAME HEAD 6063-T6 ALUMINUM V COM1M m (ALUM.0.078°IAN.TMCt) SC 3731 2 L-87M 1 FRAME SILL 6063-T6 ALUMINUM 0.640' TRENCO SPECTRIN E - 3 l 7701 1 FRAME FXD.JAMB 60 3-T TB.AZ DEPTH NOTE THE LOWER PRESSURES OF 6 6 ALUMINUM o THE WINDOW 0!t OR MUU.SHALL GOVERN 4 - C CO l J70A l F D/P081T RAMP FIXED MEETING RA - IL ' 6063 T6 ALUMINUM �d m v " I1RK aLTAlB DBSCSIM170N 5 L-7705 8� o DRTAR, 1 VENT T tal@lAt2 MEE ING A _ DBBCRIP7T0 RAIL b063 T4 ALUMINUM o Q a r 1 VB•ANNEALED OLASg OF N) >.,� RI PLASTIC 6 - O L 7707 2 PENT TOP/71077 OM RAIL _ SAFLE 6063-TG AI.UMIDDIM T X/xECPSAFE y 3 1�ANnsa.eD DLASS YSR �,,.-JF. �'�A• 7 L-8703 1 FRAME VENT JIUfR 6063-76 ALUMINUM i�� O 4$ S L-7706 1 VENT JAND LATCH RAIL 6063-76 ALUMINUM 9 L-8702 I FRAME SiLL TRACK 6063-T5 ALL94IK M fl'BN ItLA99 DBHCAR71pN 487871. uRRFAT'B BssCM1Ri011 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM -v p$ t 1/B•NEAT-sTRENOHTENED 10.A33 871TACITE PVB --_--'---'---- it L-7708 AS REWD. GLAZING BEAD C 3/8') 6063-75 ALUMINUM "NW" °� I E 4090•PLASnD iNTERLAYES By,•NppNT. 12 FS-006 AS REIM FRAME ASSEMBLY SCREWS #8 X 314•P.H.PHILLIPS I a S 1/8•NEAT-SiREtTfiNTENED tAASS �' EXTERIOR GRADE PERIMETER CAULKING WINDOW FRAME 13 FS-040 AS REQA INSTALLATION SCREWS 414 SMS FN./PHIL. O O 14BIt Cuss DESCRul" D81'YPE N g D> 7TDN EXTERIOR 14 L-7531 AS REGD. VINYL BULB 1/4-DIAL BULB#3033 S4 FR2AMR MI 15 PVS-003 AS REWD. FIN SEAL VEATHERSTRIP ,187•w x.230•h O t ve NEAT-sTREFUHTENEn mASS - O JLi iNG DETAT► z i E DAW PLASTIC rNTERLAYER SAF'LF3VNCEPSAfE 16 PWS-005 AS REO'D. FIN SEAL WEATHERSTRIP .187• w x.350•h . #I"'SDLUTIA• Q 3 1/B'NEAT-StRFJSF11ENEp 01A53 W AOw• 17 PWS-009 AS REO'D. FIN SEAL VEATHERSTRiP J87'w x.310'h is L-7711 AS REWIL GLAZING DEAD C INSULATED) 6063-TS ALUMINUM A 0 - SEE MULLION APPROVALS FOR 19 PWS-001 AS REM PILE @ GLAZING BEAD .187•w x.150'h Cad ISBN OIABB DB9CBdP,70N D$1'UL IAIONATB MULUON TYPE.SIZE AND WU. a pESIGN PRESSURE LOWTATIONS. 20 L-870b AS REM SILL RISER ADAPTER 6063-T5 ALLK-13PTIMIAL q i I/e'ANNEALED'GLASS BUTACITE PVB NOTE:THE LOWER PRESSURES OF N�y E MOM]NTETR.AYER BY,. THE WINDOW OR MU 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM Fy C) 3 I/4'ANNEALED CLASS OD,O• 114'MAX :, 4 L 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON H Ly SHIM ElP9LnDN AT SHEET E3 L-7523 1 x LATCH LATCH SPRING T9 18 'f' STAINLESS STEEL •d.! !!tt INTERIOR 24 w 2 SILL/JAMB JOINT GASKET 1116'CLOSED CELL FOAM I t) 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4'P.H./PHIL. Q 4 26.1 HC-044-1 2 WEEP FLAP& BAFFLE x *slut= mv CORNING D" DPT1m+s" 262 HC- 1 %VEEP OPEN CELL FOAM PAD 1.0V X 112•%E•L SCHNEE-NDREHM$731 - 27 TIC-040-1 2 SASH ROLLER 8 HOUSING w CAW TRENCO SPEmum E DEPiH 28 HC-026-1 1 SCREEN FRAME&MESH IN @� � INSUIAM I,A611NATRD CO - 29 x 1 ATTACHMENT SCREW @CLIP #8 X 5J8' SaS. Og & nu sun 08BCRIPTLON USTAR• u mne D886RI"m 30 HC-059-1 2 VENT SWEEP LATCH MIILDEO NYLON 8 gg I DO PLASTM GLASS -1 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL E 0.0�'tM.ASTIC DITEN,AYER o Ni+• SRFLEN PVB WINDOW FRAME NOTE: 32 L-8830 X An c FRAME SiU.ANCHOR CLIP 6063-T5 ALUMINUM 3 t/B'ANNEALED GLASS Hy*•SOLUTIA• 4 V4'UStXATED AN SPADE _ SEALANT EXTERIOR )'ALUM.TO BE PPAINTNTEED OR PLATED. 33 v 2 LAMINATED GLASS See DetODs B L.H.of sheet 9 gg S VT ANNEALED GLASS N» 2.METAL STEEL 34 ■ AS REO•D. Gt.AZING SILICONE See BetORs B t_R Of sheet 9 INSMTCYLUMATZI (STEEL. 18 GA MIN.THICK- 0.0-1) 35 OPTiIDEAL AS REWD. COLONIAL FALSE MUNTIN ALUMINUM TTBR GLASS DESCRIPTION BE81IL uytpATB D>NCRWT[OZE - .. - MIN. 36 SM-5504 AS REO•A JOINT SEALANT a z I to-W ANNEALED GLASS 1 37 w AS RE0•D. PERIMETER ACRYLIC CAULK i1St POLYSfAMSEAl. ya B DOW PLASTIC WM LAYER O ,,, P" � METAL �UCWHE ATMOM NTDEYAtt 3 Wr ANNEALED GLASS S,..UPON" $( 4 V4•INSULATED AIR SPACE s VB•ANNEALED MASS w AT•o- n O,aBgi•ON....444.1/1,��'QQQ,,' INSULT A G C OS '" . '• ITI1R Gulls DBHCRI nm ORDUL IAwRNATB °� 0 1 ve•NEAT-STRENDHTE6E0 M s __._.L � e31 E 0490•PLASTIC 1NTERLAYER 3 VB•FEAT-STROOMENED GLASS o dM By,•DUPONF L.p p PIDIi 4 4 V4•DNSULATED AU SPACE _ V• V S VW ANNEALED GLASS p) . �� 7 V •o� «)WINDOWS WITH DIMS T YPES•A,C,OR 6'INSTALLED ABOVE 30". / m� y•y��••4•••4� IN THE HVHZ,THE I.G.EXTERIOR LITE SHALL BE TEMPERED. By F a, GLAZING DETAIL AND OETION� o, ##$Rollo q FRAME HEAD FRAME FIXED JAMB SILL TRACK FRalJ@ sn a L-'I`703 r 0� L-7701 L�-5702 ,� 1 3 O a 9 A53 `\ FRAME TOp CORNER � C � \ L] e 1 ym y o S— Leas 2b43 as a o y � aOUf D A6z SIL6L RBETAINING CLIP 3 — L 10 ERnM¢kfao �§z° p � N vFnrr taa PAR a L4311— Z Four JAMB FRAME SILL FRAME VENT JAMB E L-6701 L-6703 L466 � o 7s„ 0 O X81 FRAME BOTTOM CORNER FRAMs MEE=W Abe E374 A6E L ?-? SPRING LATE 0 F-' P- 13 O VENT JAMB pnS .\ � M A'. VIM LOP__R.IL Cb VENT INTERLOCK RAIL FIXED MEETING RAIL S L-7705 L-7704 VENT TOP/BOTTOM RAIL ffi FRAME LL 77707 Abe /�+vent aanau a_= FR_M SILL ETihG Ran V 1 �S O Aba vFA_7 BOttOM CORNER 206E 2Pa5 1375—�{ - Ale !I 1.304 do sa d o6e 1.165 FRAME & SASH CORNER ASSEMBLY DETAILS �< w75 VENT JAMB RAIL L-7706 SILL ANCHOR CLIP RISER L-8830 GLAZING BEAD A DAPTER ®og091f0titl/�� U8 Ir7?li L-8709 p0® Q hI 32 GLAZING BEAR ® a3..•"'��'•••.;vl Ii L-7706 u7 �ai EAno 5E PRODUCT g%vhh d D 1.4 t®kdmohaFl°tlda E.79a .tea t� AaxpUUto°No 17 �' '' • °°� 1P3S .773-»� .773 �..�s-,a30 M do Wrea00t BB�48B89 6�0$S0 (s1I AF r . MIAMI•lDAIpE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE {NCIA www,min midade 1pvfeconomF Lawson Industries,Inc. 8501 NW 904"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 RER- 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 revolve, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"La Porte' 814"Outswing Glazed Aluminum French Doors--L.M.I. APPROVAL DOCUMENT: Drawing No. FD 2003, titled "La Porte—Impact French Out—Swing Door, sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision"F",dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's naive or logo, city, state, model/series,and following statement: "Miami---Dade County Product Control Approved",unless otherwise noted herein. REVISION 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 because for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.12-0127.23 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 Jaime D.Gascon,P.E. MiarAi•oai}E counmt NOA No.13-0328.11 u .•••, , ��,U 1 Expiration Date: June 05,2018 Approval Date: June 06,2013 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. )DRA'W'INGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte-Impact French Out-Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision V", dated 03/27/13,signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. 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 aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HE'ETI11 3201,issued on 01/06/2011,signed and sealed by Candido F. Font,P. E. (SubmUled under NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test,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 Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. AETI-09 2623, HETI-09 2645, HETI-09 2624 and HETI-09 2646, issued on 10/22/2009,signed and sealed by Candido F.Font,P,E. (Submitted under NOA No.10-0128.04) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4 Forced En Test r FBC 2 Entry ,pe C 11 4 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurrican e Engineering�eerin & Testing, inc Test Reports No.'s � t HETI-04-1897, HE TI-04-1896 A, RETI-04-1896 B and RE1I44-1377, issued on 03108/04 and 03/12104,all signed and sealed by Rafael E.Droz-Seda,P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1)Tensile Test,1e r FBC ASTM E-8 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. .HETI 02 TO95 and HETI-02--T090, issued on 01/13/03 both signed and sealed b � Y Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 03-0219.0.1) r s Jaime D.Gasean, .E. Product Control Section Supervisor NOA No.13-0328.11 Expiration Date: June 05,2018 Approval Date: June 06,2013 E--1 Lawson.Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. 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 20294 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI--02-1253, HETI-02--1726, HETI-02--1728, HETI-02-1736, HETI-02-1742, BETI-02-1763 and BETI 42-1765, issued on 01114/2003, all signed and sealed by Rafael E.Droz Seda,P.E. ('Submitted under NOA No. 0.3-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, Prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted under NOA No.10-0128 04) 2. Glazing complies with ASTM E1300-98104 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacitee PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to EX DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 03/28/13,expiring on 12/11/18. F. STATEMENTS MENTS 1. Statement letter of conformance, no financial interest and compliance with the . FBC 2010 and AAMA 101/I.S2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.23) Jaime D.Gascon,P.-E. Product Control Section Supervisor NOA No.13-0328.11 Expiration Date: June 05,2018 Approval Date: June 06,2013 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTINUED) 2. Proposal issued by Product Control,dated 07/27/10,signed by Ishaq Chanda,P.E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. IIETI--11 3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F.Font,P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control,dated 03/26/09,signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI49 2623, HETI 09 2645, HE'TI49--2624 and HETI49 2646, issued by Hurricane Engineering & Testing,Inc.,dated 10/22/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HET1444897, HETI-04-1896A, HETI-04-1896B, HET144-1377, HETI42-T095, HETI42--T090, , HETI 02-1253, HETI-02 1726, HETI-02-4728, HET142-1736, HETI-02-1742, HET142-1763 and HET142-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E.Droz--Seda,P.E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 12-0127.23, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors -- L.M.I.", approved on 04/05/12 and expiring on 06/05/13. r Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-0328.11 Expiration Date: June 05,2018 Approval Date: June 06,2013 E-3 DILL OF MATERIALS STd 143 1/2•Max UNt Width r ITEM 0 DRIF•G Sid eiite PART Q R@QD. DBSCRIPYION REMAKES llte Swing A I L-901 LU-098 I FRAME HEAD 6063-T6 ALUMINUM C 33 13/16' max } Panel Vldth A L 35 3/16' r4ax. 2 L-902 LU-097 I FRANC SILL 6063-1`6 ALUMINUM 1 3 L-903 L[I-090 2 FRAME JAMB 6063-T6 A1.UMINL94 4 L-904 1.II-096 2 StDELITE JAMB ADAPTER 6063-75 ALUMINUM 8 S S L-906 1-11-092 2 x panel PANEL TOP 6 BOTTOM RAIL 6063-T6 ALiRiDttDt q® 6 1.-907 LII-091 I.x panel HINTE STILE 6063-76 ALUMINUM SEE AL7E•RNATE BOLT 7 L-9 1.11-094 1 x pel LOCK STILE 3 s u SWAT 6 / \ 25' Max. DLD Visa 8 L-909 Lt1-095 2 x Panel TOP 6 BOTTOM RAIL ADAPTER 6063-75 ALUMINUM ^ / \ 9 L-911 1-11-083 AS RED% I/4 ROUND ALUM.DEAD-7/145• 6063-TS ALUMINUM r y•m•d 10 L-912 1-II-087 AS REO'D I/4 ROUND ALIDL HEAD-318• 6063-TS ALUMINUM = is N FD-624-2 L-908 2 x Panel HINGE LEAF ASSEMBLY 6063-TS ALUMINUM i 12 VVS-001 TP 3286 AS REWD. Bulb Vinyl Vtsp.-Teen Piastics,Inc.See Material Composition at Sheet i S - 13 PVS 001 • AS RE04 W 7. n e rt>P/BbrT.RAILS scMeGai Fs-JaT•w.x.23o'h,. Active • 'a 14 PVS-DOE x AS RE04 WTSIP.2 x z �, Inactive FRAME HEAD 6 JAMB ScMegel PB-.I97•w.X.330•h 7a' x x P „�• 1S L-910 Lt1-089 2 x Perot STRIKER MOUNTING PLATE 6063-TS ALUMINUM H d I9 ® 6 I/2' M O t6 FD-619 FD-619-i 2 x paned STRIKER PLATE 6063-T5 ALUMINUM `* a Sidelite dead-bdt / � 60453 T6 %. 17 FD-631 LIT-096 AS REOD. GLAZING ADAPTER - Alt#i)AMH 18 HC-01 SF-s3� 2 x Permit DELTA FLUSH BOLT (8 TOP 6 BOTTOM OF LOCK STILE) 19 1711-621-2 G.T SET-024AMS 7 SET DOOR I=/DEAD D KVIKSET-Sartes 6907 COMBO 40 7/i I/ ixk se 20 FD-4521-2 HC-024/025 I SET DOOR LOdC/DEAD @GLT SET SCIiLAGE-Series F83S0 l3}MBD pp� 21 FD-621-2 -824 SET Sid ite roes I n11DR gf�� LOCK/DEAD 1047 SET DEFIANT-Series 83I COMBO RAIL 22 x FS-035 AS REO•D: Frame Install Screw-Head 5116'-TAPCON(See Notes) H Al 23 w FS-03S AS REO' Frame Instal4 Sc,.-Screw-Jamb/501 TAPCON(See Note.) 24 x FS-026 8 FRAME ASSEMBLY SCREW K12%3/4•PH-PHI. _ --- ---- ---- 2S x FS-012 AS REO'4 JAMB ADAPTER SCREW M10 X 3/4•P.H.-PHL sAa7 S ffi 1 26 FD-634 1.II-171 AS REO'4 114 ROUND ALUM DEAD-II/16- 6063-T5 ALUMINUM $• 27 x FS-043 8 GLAZING ADAPT.ATTACK SCREV 118 X 1 1/4•FH-PHI. ANCHOR NOTES: S j4 6• 3x.os. 45.7/ 6• 6• 6• 6• 6• 45. I.SEE EIEWATION AT SHEET 1 OF 6 FOR 1/4- 28 x fS-049 2lParmM Double RaR Assembly Screr 3/8•x2 1/4•Hex Scree 6 Nut ANCHOR O.C. MAX. SPACING ANO LOCATIONS. (nt sideute) 3/4 12 3/4• 4 0 42• 14 t/8' A 29 x x AS REDID. NEUTRAL CURE SILICONE 2.SEE SHEET 4 OF 6 FOR INSTALLATION atecma v¢Par¢O hmc e Schnee-Morehead SH-5731 FASTENERS TYPE$• t'°'c•a > x•par*l) 30 at x x AS REO'4 AEl1TRAL.CIMtE.SILICONE Dow Cwrdng 899 3•SAME ANCHOR SPACING 0 FRAME HEAD&SILL "OXXO" EXTERIOR ELEVATION 31 x x AS REO.4 NEUTRAL CURE SILICONE Trenco S-500 32 x ■ AS RED'% Lankmted Gass see Pg.5 Dvpont-Sentry pass Plus 33 x x REDID. LamkMted Gass see P S 1 .N Dupont- V8 ).QUALIFIES SINGLE&MULTIPLE PA74ELS lzu ELEVATIONS). 1).THIS PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 34 w x AS REO.4 Lnmtrgted Gass sae Pg.s Soflex-PVB Ej.QUAWFIBS UNITS 8I1TR AND 91THOUT BID1tI.1T1� 3S x HC-002 2/Panei PANEL ASSAY AL PLATE 1]/2•z 2'x 118'(6063-T3 ALUMJ 3).MAX'FRAME SIZE 146 1/8"w.X06 3/4"h.OXXO 2}-GLASS MEETS REQUIREMENTS OF ASTM-E13O0 AS PER CHAPTER 24 OF 4}.EXT&ANT FAI3B COIANIAL MUNTM APPLIED TF/SILICONE. THIE FSC 2010 COOS. 36 x HC-004 2/PO,*i Pa++el Ass•y nAl Langht Rod 3MI11 -2011 Rod,Plate,Flange Nut 6).QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 3I•WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER 37 x FS-811 8 HINGE ATTACHMENT SCREV e10 x 3/4'PJL/PHL 6).MAX. DAYLITE OPENING WIDTH =26" LOAD TO THE STRUCTURE&TO BE REVIEWED BY SUZZING OFFICIAL• T MAX.DAYLITE OPENING HEIGHT a 83 1/8" 4).ANCHORS SHALL BE AS LISTED,AND SPACED AS NOTED ABM AND ON 38 x FS-044 12 S{DELITE ATTACHMENT SCREW MLO X Y PH/PHIL.-G7•ITC Nax.) e) SEB ELEVATION AT SHEET 10[8 FOR MAX.ANCHOR SPACING DRAWING DETAILS.ANCHOR EM13EOMENT TO BASE MATERIAL SHALL BE 39 HC-006 B614 61Jan4 1/2•Va.Hole Plug-Nylon 6-6 MICROPLASTICS-Rockwett H-79 9).ALL DIMEN&ONS BPSHEET ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. 40 HC-DDT P087BGI1 2/Panel 7/8')Da.Note Plug-Nylon 6-6 MICROPLASTICS -Rockwelt M-79 1O}.NO HURRICANE SHUTTERS ARE RBQUIRED S).SEE NOTES 0 SHEET 4 OF 6 FOR 04TALLATION FASTENERS TYPE. 41 x HC-010 l/BOI.i FLUSH MOLT SOt 14 6).ANCMMG OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS u0-Nylon 6-6 SLMOPLAS71CS Inc.Rockwea M-79 ARE NOT PART OF THIS APPROVAL 42 L-913 OAS AS REDID, We ROUND FALSE ALUM MUNTIN 6063-TS ALUMINUM LIbIITATIONS: PRODUCT"HEWED 43 x AS REt7'4 INT FALSE APPLIEED MUNTiN 1.25•X A22• STOCK ALUMINUM a oomiftbawi6HOm"Orib i}.MAX. DP - *86 PSF W/(4)Surface Baits&Gloss Types A.B.C&D. 44 L-915 AS REQ'4 FRAME READ SHEAR PLATE 6063-TS ALUMINUM-a•lmmg 8W1dtn8oTb !�- •�1 (SEE LOCATION DETAILS 0 SHEET 3 OF 6 45 L-916 AS REIN). FRAME LDV SILL-OPTIONAL 6063-TS ALUMINUM AaaeptomM 6 2).MAX. OP m *76 PSF W/2-Point Lock ecGve}+(2)Surface DeRe at tnoetive Dow 46 FO-635 I TWO-POINT FLUSHBOLT LOCK OPTIONAL(FOR./-760 psf DP) J. 1 •' r� 3l•MAX DP w *76 PSF W/Flat Sill&must be used where water Infiltration is PROF AS J.IN 9-- .�,..... not required or opening Is protected by overhang rotto greater than one. 47 FO-626 2/Panel FLUSH BOLT GUIDE ALUM.ANG.E 1 1/2'x 1 1/2•x 1/8•Atvn 6063-TS .C.`L °T 4).MAX.DP= *86 PSF W/MWU-Point Loots(1-Motive}+(t-posska}at Inactive 40 FD-627 2/Panel 2-Print Lock Bolt Guide ANGLE 3•z 3•x I 1/2•x 118•Alum.60453-TS 51(� ,,;, -.s. ltavtefon Notes: 49 x AS REO'4 Jokmt Sealant-VWta colored Super Seal ,1( �fBP 7@ F avlaed to aomPly w FOC2004-11/01d ,[/]ig� p�}jr/ �(J 8501 NW 80th St. 50 FD-638 I SET t.0012 ACTIVE HANDLE 6 TRtMS£T ASHLAND MVS201A-A ft :{. � Revlaed to comply x/p8C2ppy&added $S1 FD-637 I SET MULTI-POINT LOCK ACTIVE ASHLAND DYStIO-STACT3 .t• i '` *i"; ' Insulated Glass O1/P.2/10 1VD B -X S INC. (305}6 8660 33186 32 FD-640 1 SET LOCK PASSIVE HANDLE A TRIMSET AND OW58DIA-P i 1 7h,x�j�"[J •;'A'° Ashland MUIL-Point Lock 01127111 NANf7FAtY17R6R OF Q[rAWTY.fttUNlNUN MFNHBMS AND C7ASS DOORS 53 FD-639 MC- 1 SET MULTI-POINT LICK PASSIVE ASHLAND NW3110-STPA34 ��C �,t i�{�'4 m Revised to comply v/8010 FBC �N cto,a Prey 3 :xT•4 NW APPROVAL t^+•IIaam SerkyNadW )Amu dJkrtr 54 FD-641 HC- 2 z Panel Muttt-Print Lock Bdt Fa+b1e NYLON 6-6 Rockwell M scde 79 m 1 - f,Lt.°> IMPACT FRENCH OOOB 1 or 8 '.:. llMnd 610 Dak ch ud, I �, . SS x FS- 4/fwkte t Fwtde Attachment Fastener 06 x I/2•P.HJPHIL. d ;'.,,� Nelson Erm 01/27/11 La Porte" Impact French Out—Swing Door S6 FD-642 HC- I x Lock Lock Top Mount AdnPter NYLON ADAPTER 'ti i ♦ _ y:,j qua Mau"or Nelson ETa80 Oj g 37 FD-643 HC- 1 x Lock Lock Bottom Haunt Adapter NYLON ADAPTER DATE g+- 7., r'�' sadx n.t.s. F��""N""'°"` °rai°'"e""rn°'"° R.kdaa uwa FO-2003 .y. /g• 3� 076-�1^ l�'07 0.50 33—� 4.500----� . d� STEEL.BDLT STEEL IIDLT /� I "r'— ,_ Z.St ®GU�IOE .875 062 .986 460 .046 - 0 ZT3 C�IDE� }— L �- L7so 1.750 © .065 1 i! 1 �.•t2S9� -i .908 � � .074 .127 •�7 g g GLAZING ADAPTER QUARTER ROUND $ g $ FLUSH @L-810 $8 (11/16") BEAD PANEL HINGE STILE (,l FRAME HEAD Io @ 17 48 ANGLE GUIDE $L-907 - 1912-1 L J A-901 0 t° w SFD-827-1 .119 ,730 •726 -----•—4.187 4 3 I { I 1250 LS00 I^2.031—I I^F- 808 1 .100 .064 •064 124 HINGE LEAF QUARTER ROUND L750 6 �L 11 A-908 lU(L/8-) BUD o7s 7 x & ISdO -11-.70 5�5 i �.---4.500---� g INACTIVE-PANEL II 060 T ; FLUSH BOLT F—G� Q PANEL LOCK SPIER O FRAME SILL �J ANGLE GUIDE 935 bS6 #L-908 A-908 #PD 828 iG !— 1 I X145. 909 1 ( }—I.75 1.750 L812--.I Lax TtACTI TIP�ppr 9 QQUARARTER—I ROUND ! 125 r 066 -063 ACTI LOCK ASSIYE O(1/4°)BUD CYLINDE 1.625 21-T-"'{ 0.19 2• Sy�—p,r�•-C A65 �S•• .•s4 42 HALF ROUND t yT 4.000 472 4= FALSE A62 5 MUNTM /01 RABLADAPTER MD JAMB ADAPTER XWD e 2 0 0 1 Ii2. �9rL-913 Lf 4 X4-904 50 SI 52 53 ��iB' Ft C on- as a I Yin I do mn»Mt s u i 4.348 SIDELTPS PANEL. 't. PPVC81aakCrm•uNhto.720048 t912 ALUMINUM PLATE PHYSICAL AS[-I11(1. I .136 3$2^LONG 17uaactorxmdmsa A°,loaea 73 DQUO A HC-002 SpMMOtmity 1.45 x792 TamOaStcenBth,PSt 1610 1438 PANEL TOP & 0.078 oASO•-I �tTNDLE PAS��IyyE�HANDLE Ulanmia libn8aton,% 30.0.0 1438 O BOTTOM RAIL FRAME JAMB &TRIFISET Alodnlos�I00%ElmgaBm.PSt 765.0 D438 @L-908 3 90 al.0 0.746 gL-903 44 FRAME HEAD SHEAR PLATE Mts� �L-918 9 n. P White:Compound No.T287-78 PHYSICAL- � 99 AMG I.ALL DIMENSIONS SPECIFIED ARE IN 2•� IlaomdorHardro�°A°,fosse 75 I12240 INCHES IO J00 to SpxiBnCrarity 1.45 0.792 2.SEE ELEVATION AT SUM I OF 6 FOR coo ffi Teaa'b9hsn80r,PSi 1610 ob4S ANCHOR O.C. MAX.SPACING AND LOCATIONS •}, IOfimste Blon�tim,% 324.0 Db38 o5uiss 100%@ PSI �i � tn8s8m, 765.0 IM38 4.900 ihit8 .SRO 0.746 ptyhg4vtmida FRAME IA SILL AcaPtanaeNo C JLCJ. t O 0L-918 PRO R WEER 11 NOTEREFER TO DETAIL'B3.AT SHEETS 3(IF 6 OTT 57 •.�0 FOR ADDITIONAL NOTES AND LIMITATRAIS. i Revision No M[em _ test WcFviaed to—ply x F8CE004-Il t 08 P F 8501 NW 90th St :o�, yg• WILT Revised to comply FBC9007&adds ead. STEEL DIILr ST�E'EI ILT - ��1.1 '.... Irteuhted Olaea 0�1J28/t0 d i 'I'RI :3 MEDLEY. FLORIDA 33168 c. 308 s9s-SB ( } STaOtLESS STEEL�.T tU F t h1erM Malt-Palat Leak OIJaT/1I A1[kOFACTORSR OP 4OAl/TY AWYINUY MTRDOMS A ND C a Revised 1,13.9 DOORS M sns•n0.sss t P', d to r i-ese n , ; cam 2010 ae Optional Multi—Point Locks ro / � �exew Pee�,,. P.a,e a«trvDO&o- rum, P CO to 0..s as sss 0.i-eso Pen t 88.0 par DP) w,••. ;•L NW APPROVAL BePAC7 ntEN1H 00x8 8 OF 8 OPTIONAL t .i<. R°t w�' Neteea Erato D°d tFilyd' ^ n a 48 TWO-POINT LOCK ActWe Lock Passive Lock Wass t �:'::r.;. 4r>" el/27/11 I,0. Porte Impact French Out-Stain Door LOCK 0HC-080 ASHLAND OW5110-STACIS ASHLAND 843110-STPAS4 Wass BOLT OHC-001 ,. Oa. HANDLE& TRIMSET HANDLE& TRIMSET J;jV ;..•:,',`•• Na19ori EiaaO 01JE4 . 78.0 pet DP} ASHLAND 844201--A ASHLAND OM- a � sew, Rae 4320th P YOetar RtmelW' DATE �(� n.te. °.0..+"s xs0.aer f0-2003 a.r<er.w lw.a 'P' f MIAMI- E 11i ; rAm�Y-DADS covr PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY. l 1805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NO'T'ICE OF ACCEPTANCE (NQA) WM.mismidade.gov/Lrera/ Lawson Industries,Inc. 8501 NW 90 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 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 Miami-Dade County Product Control by ty Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION.- Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.I. APPROVAL DOCUMENT:Drawing No.LAW-ML-1001,titled"Aluminum Tube.Mullions"Sheets 1 through 10 of 10,dated 04/27/10 with revision A dated 01/25/12,prepared by manufacturer,signed and sealed by Thomas J. Sotos,P,E.,bearing the Mi4mi-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small 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. 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 and renews NOA#10-0610.02 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. i~IIAMFDADE CdtJfyTif NOA No. 12-01-21.07 J ..P, ,! Expiration Date: May 30,2017 jJt Approval Date: March 29,2012 Page 1 T Lawson Industries.Inc. _NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS j 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW-ML-1001,titled"Aluminum Tube Mullions"Sheets i through 10 of 10,dated 04/27/10 with revision A dated 01/25/12,prepared by manufacturer, b and sealed signed si Thomas J. Sotos P.E. III g Y I B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 along with marked-up drawings and installation diagram of 120"span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-02-1714,dated 8/27/02,signed and sealed by Rafael E.Droz-Seda, P.E. (Submitted under NOA#03-0225.07) 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 120"span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc.,Test Report No.HETI-02-1716,dated 8/27/02,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA#03-0225.07) 3. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-02-T071,dated 09/16/02,tested per ASTM E8,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA#03-0225.07) 4. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90"span mullion and a 45"high fixed window on top,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-1383, dated 2/13/96, signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA#02-0501.05) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-02-1718,dated 8/27/02,signed and sealed by Rafael E.Droz-Sella,P.E. (Submitted under NOA#03-0225.06) Manse.Perez . Product Control Exa er NOA No.12-0127.07 Expiration Date: May 30,2017 Approval Date: March 29,2012 B-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 6. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing,Inc.;Test Report No. HETI-02-1717,dated 8/27/02,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOW 03-0225.06) 7. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-1376; dated 1/31/96,signed and sealed by Gilbert Diamond,P.E. (Submitted under NOW 03-0225.06) C. CALCULATIONS I. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 05/17/10 and updated on 01/25/12,prepared,signed and sealed by Thomas J. Sotos,P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. 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 May 20,2010,signed and sealed by Thomas J. Sotos,P.E. G. OTHERS 1. Notice of Acceptance Noy 10-0614.02,issued to Lawson Industries,Inc. for their Clipped Aluminum Tube Mullion w/and w/o Steel Reinforcement--L.M.I., approved on 10/06/10 and expiring on 05/30112. Manuel P z,P.E. ProductContro!XuAiner NOA No.12.0127.07 Expiration Date: May 30;2417 Approval Date: March 29,2412 E-2 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT a ANCHOR/CLIP UP AND CAN BE USED WITH ALL LAWSON'S MIAMI—DADE ANCHOR/CUP t?y a GLAZING / COUNTY APPROVED IMPACT AND NON--IMPACT PRODUCTS, Q PRODUCT HORIZONTAL MULLION RECTANGULAR ALUMINUM TUB MULLIONS m$ S ANCHOR/CUP HORIZONTAL MULLION GLAZING USING MULLION PROPERTIES ONLY �j y ti PRODUC 3 a m v + N `�. GENERAL NOTES: c ° ! 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE v y REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING cn VERTICAL O + a HIGH VELOCITY HURRICANE ZONE (HVHZ). Z z° q � VERTICAL' MULLION ,.� g 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE w= ` O MULLION APPUCABLE FLORIDA BLDG, CODE REOUIREMENTS LE:WIND LOAD,WATER v INFILTRATION, FORCED ENTRY RESISTANCE,SAFEGUARDS ETC, j Z (1 3.MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS. b :s GLAZING GLAZING GLAZING a INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. W PRODUCT PRODUCT PRODUCT PRODUCT .. 4.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER a a1 S g $ LOADS TO THE STRUCTURE. L7 F= 0 S.ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON OEMS,ANCHORS EMBEDMENT TO BASE MATERIAL SHAD.BE BEYOND WALL ORESSDIC OR STUCCO. ANCHORfCLi 6.ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS rl ARE NOT PART OF THIS APPROVAL. 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. W7 W2 W3 & MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER OISSIMILAR MATERIALS SHALL MEET p MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2010 FLORIDA BLDG.CODE -SECTION 2003.&4. 4 $R Wt + W2 + W3 WIDTH (W) = 2 g21,ILLION & CLIP NOTES: 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET / 2 OF 10 FOR DETAILS AND NOTES. ANCHOR CLIP ANCHOR/CLIP " REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 4 HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET ° 4 OF 10 FOR DETAILS AND NOTES. GLAZING • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS VERTICAL PRODUCT ``��`:�, 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS MULLION £s' 8, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. 1 + N REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS $ z � � GLAZING GLAZING PRODUCT PRODUCT a GLAZING GLAZING u a PRODUCT PRODUCT o zd y ANCHOR/CLI VERTICAL vai a s 1 MULLION /r ANCHOR/CLIP Q,g°'� % oyo W7 W W2 .•� W2 O U. G�-C�o MULUON SPAN gg.9Y Iq PRODUC.TREVISBD S WIDTH (W) = w1 2 W2 WIDTH {W) = WI + W2 "com wiibtMFlmift °off o�°.� •°6 k:�Q�o 2 AcmptmmNN012 ®o 'pkad-D-M— 017 _ TYPICAL MULLION ARRANGEMENTS A 1b80 .125 .156 TYP. - Abe a2s � $ `°m � FADS 13iW 06E M 1 o 4-000 4-000 .115 1.732 Jes C G! z 3= 3-062 3-000 .115 $S n i 1 u 2 X 4 TYPICAL 2.000 1.73B eA62 2-000 Z`•• asDD STD. TUBE "DOW FRAME � 2X MULLION CLIP _ O - 8063-T8 .tom .t02 LDM .156-T .tot lA� 156 .078 m 2 A. pp o NOTCH 1' 6.000 I• 1.188 1-062 1388 IA62 Z „� p7 /~ TDXTU 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 t} j MULLION Cz�ISTOM MULLION CUSTOM MULL ION CUSTOM MULLION CUSTOM M ION CUSTOM MULLION 6083-To 8083-T6 8083-T8 6063-TB 8083-T6 Ixx: 2.070 in4. Ixx: 1.000 in4. Ixx: 0.950 in4 Ixx: 0.370 0 Ixx: 0:330 ina. V c ® 2-000 Sxx: 1.035 ina Sxx: 0.667 ina Sxx: 0.633 ins Sxx: 0,370 ins Sxx: 0.330.in3 �y! ® m (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) {FLANGE FRAME} a !.. . i STANDARD TUB"SHAPES p, :1 TYP.Yf .128'ALI. - r ALLOY°800 83-TB 1.000 1`y/lld! i3 .750 .� .125 C 'I TYPICAL ` t•.I GLAZING PRODUCT N „4' a24 Low- um P.000 a 2.000 125 2850 IAA 4-000 .125 6.000 .I .125 3.000 4.500 2000 0 a= IX MU�LLI ON CLIP e�p0 3,pOD a,00D � MULLIONS CONTAINING IL 1 X 3 1 X 2 $gg L. L. STD TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION d �I NOTCH TYPICAL GI A71NG PRODUCTS 2 X 6 8063-18 6063-T8 6083-16 OPTIONAL HORIZONTAL OR VERTICAL 2 X 4 Ixx: 2.070 in4 Ixx: 0.950 in4. Ixx: 0.330 in! Sxx: 1.035 ins Sxx: 0.633PrU�T ��p330 ins 0 o STD..TUBE MUL(,10N STD. TUBE MULL IONJ h6 ti�FIOT10ti SEE WINDOW OR ODOR APPROVAL FOR ee cwOPl7in8 FASTENERS SIZES AND SPACING 6003"76 6083-T6 eaildlOg Ixx: 8.280 in! Ixx: 2.980 ins Aa p a �� $ a x Im Sxx: 2.760 in. Sxx: 1.490 in. CUP LENGTH R CT N R I UM T MULL °L° INSTRUCTIONS: USING MULLION PROPERTIES ONLY a 1 K 2 1.688' use CHARTS AM cRAP1IS As FDLlows. THESE ANE MULLIONS N ARE RATED H ALL !A ONe5MMIAMIE DADECT ®0�4�'� 1 X 3 e.688• STEP 1 DETERMINE OE."LOAD RMIRED FOR PARTICULAR OPENING. 1 COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. LL d''. °. NOTCH I X 4 3.688' STEP USE RE owo OLAZMO PRODUCTS MEETING ABOVE LOAD o� -��° e X 4 3.68ir STEP APPROVAL SON TO MUWON AS PER PRODUCT NOTES: 23 QS 4 Q t2s IN L.e K 6 5.688` STEP 4 SPECIFY MAxw m SHDe spAot D• 1. REFER TO THE GENERAL NOTES ON SHEET 2-000 1, ALL CLIPS AND ANGLES ARE TO FIT USNO CHARTS ON SHF�3 OF 10 SELECT MULLION SWE 1 OF 10 FOR BUILDING CODE COMPLIANCE. ye° STEP S IN S DESIGN RATING MORE THAN DES"LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR ..... SNUG INTO TUBE MULLIQNS. INSTEP 1 aBOVE. ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. 6063-TB INTO TUBE MULLIONS, SEE OPTIONAL .STEP ON SHEET S.SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET I OF 10 FOR TYPICAL MULLION JJHIt eo9D ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOAOS SPECIFIED IN STEP 1 ASOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a A 38-3/8" 10.8,6" 67" W1 W2 74,14" 145.4 1 150.0 150.0 1 48 84" tdMUL.UON 46.0 68.2 140.8 Z GLAZING - GLAZING 150.0 PRODUCT PRODUCT 18.8 40.9 58.8 125.2 W1 W2 74,14" 145.4 1 150.0 150.0 1 48 84" 21.1 46.0 68.2 140.8 4 129.2 160.0 150.0 84 18.8 40.9 58.8 125.2 5 116.3 150.0 15ao $9 - 16.9 36.8 53.0 1127 8 105.7 150.0 150.0 In 15.3 33.4 48.1 1024 8 98.9 139.5 150.0 72 - 30.7 44, 83.9 7 89.5 126.8 160.0 7s - 26.3 40.7 85.7 7 150.0 150.0 150.0 18 98" - 37.7 82.1 118.3 15110 1 150.0 150.0 15a0 24 28.3 61.6 88,7 150.0 2 150.0 16040 150.0 30 22.6 49.3 71.0 150.0 3 150.0 150.0 150.0 36 18.8 41.1 59.1 1418 3 131.1 15ao 150.0 42 162 352 50.7 1232 4 114.7 15xO 150.0 48 - 30.8 44.3 107.8 4 101.9 146.8 150.0 84 27.4 39.4 95.8 8 91.7 1321 150.0 60 - - 24.6 35.5 85.3 a 63.4 120.1 150.0 Be 22.4 32.3 78.4 76.5 110.1 150.0 72 - 20.5 29.6 71.9 7; 70.8 101.6 15x0 78 19.0 27.3 66.3 71 150.0 150.0 150.0 18 - 26.5 67.7 83.1 150.0 11 150.0 150.0 150.0 24 19.9 43.3 62.3 150.0 7a 150.0 150.0 15110 30 15.9 34.6 49.8 136.3 3t 125.2 150.0 150.0 38 aaaa 28.8 41.5 1138 31 107.3 150.0 150.0 42 24.7 35.8 97R 4r 93.9 135.1 150.0 48 1os" - 21.6 31.1 852 41 83.4 120.1 150.0 64 19.2 27.7 75.7 & 75.1 108.1 150.0 60 17.3 24.9 68.1 sc 88.3 98.3 160.0 63 - 15.7 22.7 82.0 q 627; 90.1 150.0 72 20.8 56.8 7Z 57.8 83.2 180.0 78 192 52.11 N HOR20NTAL WILLION C TYPICAL MULLION ARRANGEMENTS PRODUCT CT DU � � 3 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE: i MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. OWING PRODUCT GIJ Zm PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = W1 + W2 MULLION SPAN 2 120" 144" 160" 1 1® ®iEi11IBM aa■1��1�■ aamnm ® aa■�m�r aaam aaa�■�■ aaa� e■aa ®sue aoaal aam�m aammmmm Oeemmt OEM a�aa� aaaa� aaaa aaaam val��rra� aar��OEM OEM aaa�a 110.0. ®�■ aaa�l� aaaa� 0.0.0.0.® aaaa�■ aaaa aaaa� o�ao�o■�� aaa�r aaa� aaa�I�® aaaa■ 0.0.0.0.® aaaa� aaaa aaele� 0.0.0.0.® Pisouucr28v1seo ¢s mmplyGtgwlfbih¢lib¢dda BvitdtngC¢d¢ ' M am d¢ t �� I M ( I n n , mo� ' J ' a�z ..vIt I r ¢ ¢ i4 � z = �. t z , o : I j � a � z c� o I 1b90 .129 1.900 -062 8B8 .312 I.WO 1.500 vl a .156 TYP. .125 Tpm ,125 in �, 3 .125 3000 y O tttrnol 0 1.405 4.000 � 1.732 4.00D 3000 113 C m 2 X 4 4pp03yQg 3A99 2688 3.000 3062 T TYPICAL M a900 M ION WINDOW FRAME 2X MULLION CLIP O Z 8083-T6 .186 .102 156- app LIDO S C=. ly 2 X 6 1,Q62 1�E 1 X 3 lase � 'l:• OPTOTNAL h.• 6000 T 1 X 4 1 X 4 STD. TUBE MULLION MULLION -SID. TUBE MULLION 1 X 3 6085_T6 1 X 3 +1 CUSTOM MU ION CUSTOM MULLION g 8063-TB 8063-i8 CUSTOM MULLION 8083-T8 a 6003 TB s Ixx: 2.168 in4 Ixx: 2.218 ina. E °� Ixx: 4.709 in°. Ixx: 4.709 in! Ixx: 2.188 in. oy Sxx: 2.355 ina Sxx: 2.355 Tns 3 Sxx: 1,445 in! Sxx: 1.479 in� U 21ro0 Sxx: 3.445 in. ° (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) N y+ ° STANDARD TUBULAR SHAPES Qr Cam. y�d ,i TYP.WALL 125°ALL •j ALLOY-6083-TB rso TYPICAL 1 GLAZING PRODUCT .180 L000 44. 4.000 0 X12 S11.S 012.O.C. 4A00 In o 9X MULLION ON CI!p 6083-T8 30� 43W 3bES " MULLIONS CONTAINING 8 .L. NOTCH •L• TYPICAL GLAZING PRODUCTS Cax9.4 OPTIONAL HORIZONTAL OR VERTICAL PROpucTltavt8>�D »s complying WI16 Rwl+torids ° ® BEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 Amaptlnca lQG Bufldh*Cob FASTENERS SIZES Arab SPACING c_TD. TUBE MULLION STD. TUBE MUL�1,lON H1cplralionJ)a0c �7 ° ° 8063-TB 8083-T6 „-, ' � y Ixx:19.648 in4 Ixx: 7.649 in° A°97 CLIP LENGTH Sxx: 6.549 fn? Sxx: 3.825 na e pin fY• RECTANGULAR ALUMINUM TUBE MULLIONS \ \ MULL L. INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND GRAPHS AS FOLLOWS. poop 1 X 2 2.688 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ®0@0��0••a�•••••••�;�J{Y��,,,i 1 X 3 2.688• P 1 OETEm°wE DESIGN LOAD REQUIRED FOR PARncuLAR oPeHnuc. AND � SE USED WITH ALL LAWSON'S MIAMI-DADE oC 1 X 4 3.688' T �REQUIREMENTS." °Ouzuac PRODUCr6°1Ee1reaG^HOVE Law COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. y� � . O 6� 2 X 4 3.688' APPROVAL CONNECTION TO MULLION AS PER PRODUCT �� • * �1 2ooa 12S MIN. 2 X 6 S.b88• STEP 4 SPECIFY mAxu"SH9e SPACING, 1, REFER TO THE GENERAL NOTES ON SHEET � 8�. Iy It`a 1. ALL CLIPS AND ANGLES ARE TO FIT USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE o a�% STEP * I S WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR °i� '••.. I ANGLE CLIP 2. WHERE ANGLES ARE NOT FR SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. BOBS-TB INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9.SELECT ANCHGR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION Z E 200° ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LIMOS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUSE MULLIONS STEEL REINFORCED THE MULLIONS Width w MULL SPAN 1 X 3 1X4 2X4 2X8 Width w MULL SPAN 1X3 1X4 2X4 11 2X6 Width w MULL SPAN 1X3 1 1 X 4 2X4 2X6 18 150.0 150.0 150,0 150.0 18 150.0 150.0 150.0 150.0 18 44.0 95.7 150.0 150.0 24 160.0 150.0 150.0 150.0 24 139.5 150.0 150,0 150.0 24 33.0 71.8 116.6 150,0 p 30 150.0 150.0 150.0 150.0 30 111.6 150.0 160.0 150,0 30 26.4 57.4 83.2 150.0 m 36 1 50.0 150.0 150.0 150.0 36 03.0 150.0 160.0 150.0 36 22.0 47.8 77.7 150.0 "' 1 h 42 .o w o 1 50.0 160.0 150.0 150,0 42 79.7 150,0 150.0 150,0 42 18.9 41.0 86.6 150.0 a v 48 38-318" 150.0 160.0 160.0 150.0 48 74414" 68.7 150.0 150.0 150.0 48 120" 16.5 35.8 58.3 148.7 p 54 160.0 150.0 160.0 150,0 54 82.0 134.8 150.0 150,0 54 " 31.8 51.8 133.1 80 1 50.0 160.0 150.0 150.0 60 65.8 121.2 150.0 150.0 60 28.7 46.8 1 9.$ ? rn 66 150,0 160.0 150.0 150.0 86 60.7 110.1 160.0 150.0 66 26 1 42.4 108.8 x o C 72 160,0 160.0 150.0 150.0 72 48.5 701.0 150.0 150,0 72 23,8 38.8 99.8 g W= y 0 v 18 150.0 160.0 150.0 _160.0 78 42.8 832 150.0 150.0 78 22.1 35,9 82.1 18 150.0 150.0 160.0 160.0 18 128.4 150.0 150.0 160.0 18 33.1 71.9 116.8 _150.0 a .� 24 150.0 150.0 160.0 160.0 24 98.3 150.0 150.0 150.0 1 24 24.8 53.9 87.6 160.0 36 150.0 150.0 150.0 150.0 30 77.1 160.0 160.0 150.0 30 18.8 43.1 70.1 150.0 W �• 38 15D.0 150.0 160.0 150.0 36 642 139,5 150.0 150.0 36 16.5 35.8 58.4 150.0 o 42 160.0 150,0 150.0 150.0 42 56.0 118.5 160.0 150.0 42 30.8 50.0 128.5 48 60,518" 150.0 150.0 160.0 150.0 48 84" 48.2 104.6 160.0 150.0 48 132" 27.0 43.8 112.5 64 150.0 150.0 160.0 150.0 54 42.8 93,0 150.0 150,0 54 24.0 38.8 100.0 150.0 150.0 150.0 150.0 60 38.5 83.7 135.8 150.0 80 21,8 35.0 80.0 A z 147.7 150,0 150.0 160.0 86 35.0 78.1 123.6 150.0 86 18,6 31.8 81.8 a 72 135.3 150.0 150,0 150,0 72 32.1 69.7 113.3 160.0 72 18.0 29.2 75.0 e 78 124.8 150.0 150,0 160.0 78 28,6 64,4 104.6 150.0 78 16,6 26.8 68.2. Do AC; 18 f60.0 150.0 150.0 150.0 18 86.0' 160.0 150.0 160.0 18 25.5 55.4 80.8 150.0 ~ 24 150.0 150.0 150.0 150.0 24 64.5 140.1 160,0 15-0.0 24 18.1 41.5 67.5 150.0 30 1 SO.Q 150,0 150.0 150.0 30 61.6 112.1 160.0 150.0 30 15.3 33.2 54.0 138.6 H 4 g 36 15000 150.0 150.0 150.0 38 43.0 93.4 150.0 150.0 36 27.7 45.0 115.5 42 150.0 150.0 150.0 150,0 42 $6.9 80,1 130.1 150.0 42 23.7 38.5 89.0 48 57" 150.0 150.0 150.0 150.0 46 96" 32,3 70.1 113.8 150.0 48 144" 20,8 33.7 88,$ l 54 137.0 160.0 150,0 150.0 64 28,7 82.3 1012 150.0 54 18.5 30.0 77.0 80 1 23.3 150.0 150.0 150.0 80 25.8 58.1 81.1 150.0 80 16.6 27,0 69,3 66 112.1 150.0 150,0 150.0 as 23.6 51.0 82.8 150.0 68 15.1 24.5 63.0 72 102.8 150.0 150.0 160.0 72 21,5 46.7 75.8 150.0 72 22.5 57.8 o m 78 84.8 D 160.0 150.0 78 10.9 43.1 70.0 50,0 78 ,8 53. S S 18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.8 48.0 79.6 150.0 v g 24 150.0 150.0 150.0 160.0 24 46.3 88,4 160.0 150.0 24 16.9 38.7 58.7 150.0 i 30 150.0 150.0 160.0 150.0 30 36.3 78,7 127.9 150.0 30 29.4 47.7 122.6 36 150.0 150.0 150.0 160.0 36 30,2 65,6 106.6 150.0 36 24.5 38.8 102.2 42 130.5 150.0 150.0 150.0 42 26,9 56.2 81.4 150.0 42 21.0 34.1 87.6 48 83" 114.2 150.0 150.0 150.0 46 108" 22.7 49.2 79.8 150.0 48 150" 18.4 28.8 78.6 54 101.5 150.0 150.0 150.0 20.1 43.7 71.1 150.0 64 16.3 26.5 88.1 80 91.3 150.0 160.0 15 60 18.1 38.4 84,0 150.0 60 23.9 81,3 $ 68 83.0 150.0 150.0 150.0 68 16.5 35.8 58.1 147.0 68 21,7 65,7 4 72 78.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 18,9 51.1 7 70.2 131.4 150.0 150.0 78 30,3 48.2 124.4 78 18.4 47.2 HOWONTAL MULUON %'o'inzwo TYPICAL M LL o�0��4441 ,_veRrcAL PRODUCT U ION ARRANGEMENTS Qq°0�i•.•,••••••• :�(j�j°°i ` IfjpP MULLION Z UJ RTO BCT BE JKISR E e�'�! U.ARCHES morn O O•.a. PRODUCT C GlODUC S PRODUCT PRODUCT d NOTE. d 0. Z)m MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCPREVLSED " OW�ND DLArND VERTICALLY OR HORIZONTALLY. avcomoyiug with dopimth ci'as• ° t�lf Q 7°® PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED .�e• •• �. es � BuRaT�scoaa ��m�.,� • f7 W1 W2 I MULLION SPAN WIDTH (W) = Wt 2 W2 L a a 1 1/4" MIN. 5/16"TAPCONS MIN. EDGE DIST. 1-1/2"MIN.WOOD PENETRATION 6/16'TAPCONS 2-3/16° CONCRETE OR < OGE DIST, 2 PER CLIP{, oN EACH Ytltc) 1-1/2"MN.WDDO PENEITRAT ON 1 PER ANCLE 4" OLLOW BL CK 5/16•TAPCONS Y 1-3/4'MIN.EMBED WTO MASONq" 5/16"TAPCONS q 3/�" 4 PER CUP(2 ON EACH WING] 1-3/a°Mw.EMBED mn0 o q 2 to • ^� N C m y G. I o aqyyp�1. C m I• i.a M'G� a 1 1� ---'----- I` �t tx FLOATING CUP 'i ii ALUM AND " 2 MNt6" IL 1 It `i? o p F � 1`1 2 BY 1 i V U _ 2 PER ANGLE ^ ------------ ttr ,,'' tE+. \ I 1 WQOD BUCx i i 1 - wow MUCK r 9 1x FLOATWO CLIP ii iI ALUM2 x t B` I U Li I I 11 I i w o s 1 I i 1 i 1 V MIN. EDGE DGE DIST. 5/18`TALONS ANCHORS TYPE V (INTO BLOCK) U 1-1/2'MK WOOD PENETRATION 1 `ER ANCHORS TYPE 'G' (INTO CONCRETE) z i� ALL CUPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X BUCK BLOCK �z INTO TUBE MULLIONS. INTO CONCRETE OR BLO 1 I TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4" & 2"x4" MULL �9 r W k 6 tl MIN. EDGE 01ST. (R a II �� 2-3/16" CONCRETE OR (� ° t t i 1 i 1 4" HALLOW BLOCK 5/16'TAPRx1NS ?� Z %-3/4"MIN.EMBED INTO MASONRY 1-3/4'MIN.EMS INTO MASONRY S a �`----""---; WO D BUCK 1 I i i Ma z 1 2 PER CUP(1 ON EACH VYING) 1 PER ANGLE U u +I i i ALL CUPS AND ANGLES TO FIT SNUG •' ,r 'S•••M� ••i +,o .°M� i•.. ALTERNATE IMO TUBE MULLIONS. '' �°•^ o, , ANCHOR LOCATION p y� TAPCOMS MAY BE HEX OR FLAT HEAD. � I I ANCHORS TYPE 'A' «g igs 2 ANCHORS INTO WOOD it II 11 1BY =?I I! Ii ALILIM ANGye 6/16'TAPCONS I --------- WOOD eucz 1 ,x FLOATING CUP 1 1/4" MIN. 1•-1/2'MM.W000 PENETRATION 5/16"TAPCONS i i u 1 -1/2'MIN.WOOD PENETRATON 1 1 E E D 4 PER CLIP(2 ON EACH WINO) 2 PER ANGLE I i I I i I 1 1 c z _ ANCHORS TYPE 'C' (INTO BLOCK) a °� ^ I 1 .•:' ,°\, ANCHORS TYPE 'F' (INTO CONCRETE) R 1 K INTO CONCRETE OR BLOCK E ..... X MI "'.. Ipo II 11 II 11 CA -"- �•. II tI n it �'� 64�j°o u-li .Y4 C �'•• to ----------° C-J v + ; 2 i J. FLOATING CUP U 1i ALUM ANGLE B 1 ••� _ a+ N l! y7 \ WOOD BUCK 1 I I i tl 1 PRODUCTRBVISM '4 IIMaBIlding blgWi1hd16Ftm'!J� O (( I 1 I iding Coda �P � • I 1 i Acceptwloe NO " �'1 •y•• ANCHORS TYPE 'Q' 6Ae 4 ANCHORS INTO WOOD ANCHOR LL�^ t ON pr e a MIN. EDGE DIST. 311V TAPCONS MIN. EDGE DIST. 2-3/16" CONCRETE OR 1-3/4"MM.EMBED WTO MASONRY 2-3/16" CONCRETE OR K GN",E,ACH WINIC) 5/11V TAPCONS 4" JOLLOW B xK $/I$'TAPCONS 2 PER SUP1 14 1-3/4"MIR.EMOM INTO MASONRY 6 S 1-3/4'M .EMBED INTO MASONRY 1-3/4-MIN.EMM INTO M I PER ANGLE 3/4- 4 PER CUP(2 ON E;AzCH7—z) 79 YAW) 2 f.. MIN ,.1;•' W z do Z� z 0 CONCRETE CONCRETE ORI '! 11 ---------- CONCRETE OR MWNT'itZ' 11 X 2 X I CEMENT BLOCK 1 :3 3 0. lZ CEMENT BLOCIC it 2 2 x yal M AND ALum ANrL(8" J. ALUM 11 ME FLOATING CUP u u FLOA71NO CUP MIN. i i i i i CWi z b4 -14L 4\ MOLL MIN. N. UL-\ z • ANCHORS TYPE 'C' (INTO BLOCK ANCHORS TYPE V (INTO BLOCK ANCHORS TYPE 'E' INTO CONCRETE ANCHORS TYPE 'Q' (INTO CONCRETQ 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK I------------ I*x4" & 2"x4' MULL ALTERNATE -4------I ANCHOR LOCATION MOLL A MULL I FLOATING CUP CONCRETE OR CEMENT BLOM ------------ i r=". k 4p 410 Mfg 0 z wcoNS 1-3/4 WK EMBED INTO MASONRY 2 PER CUP(I ON EACH WIND) 5/16-upcoNs a 1-3/4-MIN,EMBED INTO MASONRY —112 BUS 4 PER MV(2 ON EACH WM) PER ANGLE Ila ALL CLIPS AND ANGLES To FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. o'lp E CONNECTED DIRECTLY TO MASONRY To a F 77- E PROTECTED 5/1 TAPCONS�A CUPS 0 S 1 4 OR COATINGS, SUCH AS BITUMINOUS PAINT OR IT. A WATER-WHITE METWRYLATE LACQUER, 1-3/4"MIN,EMBED INTO MASONRY L-w 1 PER ANGLE MIN. EDGE DIST. 2-3/16- CONCRETE OR MIN. EDGE DIST. 4- 2-3/16" CONCRETE OR K 3-3/4- 511V TAPCONS 4 HOLLOW BLO K 3-3/4' 5/16•TAPCONS MIN. VA 1-3/4"MIN.EMBED INTO MASONRY MIN. 1-314`MW.EMBED INTO MASONRY 4 PER CUP(2 ON EAC14 NG) 4 PER CUP(2 ON EACH WIND) Q '9451 2i CLIP LENGTH C4 I TmI MULL -L - no 2 X 4 3.688• 2 X 61 Z§6 FF 2x6 MULL lay WOOD B= 1-314'MIN,EMBED WtO MASONRY 10 -2X6 MVLL 4 PER CLIP(2 ON EACH WIW) 5/16-TAPCONS 1-3/4-MIN.EMBED INTO MASONRY 1 3/4' 4 PER CLIP(2 ON EACH WIND) MIN. A ----------------------------- 1 3/4" 3/4" MIN. 4 z 2X6 MULL S41 CLIP LENGTH _-out$MUMUMULUL 2XG MULL 2 X 4 3.688' 2 X6 5.688' ---------- MIN. 5 11/16- ANCHORS TYPE 'E' (fNTO BLOCK}ALL CLIPS AND ANGLES TO FIT S INTO TUBE MULLIONS. ANCHORS TYPE 'H'TYPE 'E' (INTO BLOCK TAPCONS MAY BE HEX OR FLAT H H' (INTQ CONCRETE) WOOD Bray 4 ANCHORS THRU IX SUCK CLIPS OR ANGLES CONNECTED DIRECTLY INTO CONCRETE OR BLOCK ANCHORS TYPE 'H' (INTO CONCRETE) TO MASONRY TO BE PROTECTED ANCHORS INTO CONCRETE or BLOCK WfTH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 25X8" MULL SHOWN 25X8*MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. ai si 0 co UA *t,u w, 0 PROVUCTRSVL%ED -% aswmpIo*w'(htwpwft Q Ex on MIN. EDGE DIST. t/to-UPCONS 2-3/16- CONCRETE OR 1-3/4•MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH 4" HOLLOW BLOCK TODAL(2 ON EACH WIND) MIN.. MULL it I x 2 1689' 0 Lo 7X3 2.688, I X 4 3.688, 2 X 4 3.688, a x 6 5.688, 2 -7/16-1 z MIN. 2%4 or 2x$M.11 1.ALL CUPS AND ANGLES ARE TO FIT rn ccw z SNUG INTO TUBE MULLIONS 2 X 2,=4' 0 Li LJ ALUM 2• WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. 2 la 4 1 14 M.S. r4 z is CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED] 2/CHANS.NEL- TUBE MULLION WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. ------------------ z MIN. EDGE DIST. ------- -------- 2-3/16- CONCRETE OR :1 4- HOLLOW BL K 012 F.H.SUS t 1 -4 2/SIDE I/$'IN=ALUM CHANNEL. LENGTH FIT NE 70 SNUG INTO MULLION TUBE MULLION k7 TUBES MAY BE NOTCHED F4 IQ t 09 AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE G CAULK MINT AFMR ASSEMBLY LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES 14 Fm sms ARE NOT FIT SNUG INTO TUBE PER a"It ACCESS HOLE 1-1/2-D.C.MIN 5/1e TAPOONS 3. 1-3/4'MIN.EMBED 4 PN4 SMS IWO MASONRY ANGLE 2 ANGLE ------ ----- ------ SMS NO 2 X 2 X 1/8- ALUM ANGLE SCREW CAN BE INSTALLED IN EMIER 2 FM SMS \-rPER CUP (D DIRECTION ryil I I I D.C.UK y y If y 1-3/4'X 2•X 1,18:.C 1FORT ....... 2i 3/4*X 2*X ld AN ALUM s 1--------Q CUT TO FIT SNUG INSIDE WOE 0it klp�Zkk .......... ANCHORS TYPE 'I u. METAL TO METAL CONNECTION tp X o USE CHARTS FOR ANCHOR TYPE 'V TO VERIFY CAPACITY OF CONNECTION tu MODUCT • 3-3/4" ag"mplyinavdIIII t Cb& ALL CUPS AND ANGLES TO FIT SNUG =4m.0- ill INTO TUBE MULLIONS X R 1 3/4' OPTIONAL ANCHOR QETAIL I MIN. TAPCONS MAY BE HE 0 FLAT HEAD. ANCHORS INTO CONCRETE OR CEMENT BLOCK O 1111111111111111111111111111111111111 1111l111111 OR Ilk 28283 Ps 04141 t Iles) RECORDED 09/2412012 13923:31 NOTICE OF COMMENCEMENT HARVEY I ADE�COU CLERK t FLORIDAFT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION LAST FACE PERMIT NO, TAX FOLIO NO.!" 3Z0 0 1— go STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives:notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information Is provided in this Notice of Commencement. 0 1.Legal.description of r0 'T`(t $ 1 Space above reserved use of recording office g p property and street/address:_ �S 5(a 3 R� 10�--3'7 Cr<>1.5 7 F k `3 Ut 92 teT-stac •-'4-1ZI 1 CcC U411-MO 3 1 o'17 pct~ q6 St MtA i Ore s 02.Description of Improvement. VK Oas . 'ice i. c fi A t f aye$d s� b 3.Owner(s);r>,ameand.address: i :d°vkcv► 02-17 N5- 51-. H ic*X1 S�azwe . 33 r Interest in property: Name and address of fee simple titleholder. 4. ontractor's name,address and phone number. ' AX cl ke_%. :t U C 6 8 60 i C10!z T 5.Surety, bond required by owner fr contractor,If any) Name,address and phone n r Amount of bond$ 6.Lender`s'name and address: 7.Persons within the'State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes,q'''� Name,address and phone number t DCk r t$-V\_ca (b S(- . to 1 -7�2 ry y - 3t3 8.In addition to himself;Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes, Name;address and phone number 9.Expiration date of this Notice of Commencement:` (the expiration date Is 1 year from the date of recording w.dm a different date is speoiflecQ WARNING TO OWNER:ANY PAYMENTS MADE BYTHE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR. IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED yOgN�TFHE'JOB"SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR L NNDDEDRAOR ANT O�DALIE ORE MMENC OR RECORDING YOUR NOTICE OF COMMENCEMENT. Nry Signature(s) f.Ow t or Own s' 71 that ttus is a true copy of the v� CLtt� t+� Prepared B ) wed Offl /Director/P�fAt�na �r p Y PrdlS' ft o ne on Y Print Name Print h1ame TftIe/Offlce 0 W--A P.t' TIt1A'/�my hand and atticiai.50a l. ar w e� STATE 00 FLORIDA I1ARVEY RUVi ,of Circuit an v COUNTY OF MIAMI-DADS -tryf M ' ' The for oing Instniment was' `kno edged b ore'me this day of By O"dually,or ❑as for Wersonalty known,or a produced the following type of identification: Signature of Notary Pubiio: Print Name: (S�) ��'PY D'�I� LORRAINE KELLER : c+ Notary Public-State of Florida VERIFICATION AURSU NT TO SECTION 92525 FLORIDA c rem rr�c Under penalties of perjury,I declare that I have read the foregoing and _' •=My Comm.Expires Apr 18,2014 that the facts stated in It are true,to the best of my knowledge and belief. '-�;� ;a Commission#DO 966253 '� Bonded Through National Notary Assn. Sig s)of Owners)or )'s Authorized Offloer/Director/Partner/Me s By By a • 1 •82 P a aH0 RES Miami shores Village ,milli" Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Avrm Tel: (305)795.2204 OR Fax: (305) 756.8972 I1 1. e 2� 1 (ir Perms No: 12-771 Job Name: May 15, 2012 Page 1 of 1 Building Critique Sheet 1) Provide all permit applications prior to any further review.(plumbing, electrical, mechanical) Provide a floor plan showing the existing layout or a demo plan. Provide energy calculations for the back room. Provide the level of alteration per FBC ex. 5) The plans do not include the structural details for the columns, steel posts, and beams. Identify the construction for the steel column TC and SC columns. 6) Identify the filled cells at the new openings for the closets and detail. 7) Identify and detail the required columns atthe new sliding glass door. 8) The new reinforcement for the columns must extend into the foundation. 9) Provide horizontal reinforcement for the new masonry wall. Stopped review. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Norman Bruhn CBO 305-762-4859 �, y e sx, - ®� 05/17/2012 15:16 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Q001 TX REPORT *ss TRANSMISSION OR TX/RX NO 2553 RECIPIENT ADDRESS 93058299109 DESTINATION ID ST. TIME 05/17 15:16 TIME USE 00'20 PAGES SENT 1 RESULT pA R V Miami shores Village ,will" Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 OR (305)795.2204 Fax: (305) 756.8972 �111. ►2�- �A-1�rr✓ Perms No: 12-771 Job Name: May 15, 2012 Page 1 of 1 Building Critique Sheet 1) Provide all permit applications prior to any further review.(plumbing, electrical, mechanical) 2) Provide a floor plan showing the existing layout or a demo plan. 3) Provide energy calculations for the back room. 4) Provide the level of alteration per FBC ex. 5) The plans do not include the structural details for the columns, steel posts, and beams. Identify the construction for the steel column TC and SC columns. 6) Identify the filled cells at the new openings for the closets and detail. 7) Identify and detail the required columns atthe new sliding glass door. 8) The new reinforcement for the columns must extend into the foundation. 9) Provide horizontal reinforcement for the new masonry wall. Stopped review. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Norman Bruhn CBO 305-762-4859 - '� { FpmF s krxf t& FIRST-CLASS U-S.POSTAGE . PAID MIAMI,FL s •` `$ � � PERMIT NO.231 fv" i i e 629787T3 THIS IS NOT A SILL—DO NOT PAY RENEWAL BUSINESS NAME/LOCATION RECEIPT NO.. 600590-4 SHAD HOMES 1NC STATE# CGCO25768 7664 NW 186 ST 33015 UNIN DADS COUNTY OWNER SAAD HOMES INC sea T of Business WORKEROS M"GENERAL BUILDING CONTRACTOR 3 THIS IS ONLY A LOCAL - - SUSINESS TAX RECEIPT.IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTINQ.REGULATORY OR DO NOT FORWARD ZONING'(LAWS OF THE OOUNTYf'.,OR CI�ItES. NOR DOES EXEMPT�..THE HOLDEA FROM ANY O ER PEI4pT� OR .LICENSE REOUIR,D BY II.I��w.THIS Is SAAD HOMES INC NOT A'�ERTIFlCkTiON OF THE HOLDER•S DUALISM- ABRAHAM SAAD FIRES 20040 W OAKMONT CIR Pa RECEI`IED MIAMI FL 33015 MAAMI•D DE Ctf1�My Ax I 21 020021001 0�0075.OU - y )tl still III i 1111{ri 111111{{11jj 1Ih lt(t��`.�!1 1 3�i - .�:"'•'•r r SEE OTHER SIDE E • II i i STATE AF FLO ongratulationsl With this license you become one of the nearly one million d... , RIDA : ;AC# ordians licensed by the Department of Business and Professional Re ulation. , ur professionals and businesses range from architects to yacht brokers,from ��:• ;•, .,.;,_. boxers to b restaurants, y f ' ! 01; $ {7 EG[7 iii tJa� ' arbe ue re q ts,and the keep F Y p lorida's economy stron g. .�`v. i�••y rr��.,jyy..�y:f-y-„,�..-{{��••.��ggr„p�55,,,r�q•2�::'h •r.'e=.'7�+�y.,:'x,,yr'oa•-•+�Q �k�•',•.� 4:FSl.ilG a7o-d470�'d, x Rn Eve day we work to improve the way we do business in order to serve you better. t � �° G 6.4 F r information about our services,please log onto www.Myfloridalicense.com. T ere.you can find more information about our divisions and the regulations that T' ZFT� D G :Nf,12�,z, 0� T i pact you,subscribe to department newsletters and learn more about the L "" 'iC Department's initiatives. �,5, :§•; 'rte+'" '� 1• I �'t s` .4 X �',a IY # ,. •„c ,yt'�.M +zf'-�' a c i� .�+4-'N'a•� ,• ,i4bti Our mission at the Department is:License Efficiently,Regulate Fairly.We �� .`•.�.:<t ��,a�;Ke�( °CS br: J;. constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! IS:aafL"ER'I' F�IET? under �'ti® pi�bvib QA0 of h $a9 ation4Rdr;RU S r. r, i i DETACH HERE iri• •'•.i;'a,''•`_:t - t. ;.ea.: ,'rr�. 1.$? 06 7 1 .,.,• •.•x.67 ! R y¢,•g�7” ''a! �7, .# ?4 a• r'�::}fi::' •.,°si�,- --, :,,,tiyr, ' ',.q -?'.'a y, .�•• .� 6.��•'"-:a_' '�p�. .i�'"! ,�'^ d C, '.6.47 .Wc�f 'L7 4 'CI. 7 i•'- 9I�� d P. .*`°'-:a O �'ppf' Y � J' ;4:•k ^.' }' �. i'•:.ly 4 { i y""", i 4i � ,:—'A-• .,,•.,�1✓��b7 Tji]{,�V � •,n9� .•a1 �. �� 1J��1�^� �OL}1:;T'� Sy.�'•It'• 't• +o ^41' •P�eP''"�,^ aw tT1 l t�• ,�gM1?u :r�:r7 `xl°p� } �iq •�p+ E �T�T :sl ' ,"rasa'6ci:'�t 1•�a= . it. ; : P .Jl. 'r� " ICENSE'+�Ngtr � ti L t � , i �t P' ••+r'i t, ra;-} L $:...rj00 ' ..08 �'1. 0�.0 1'080'4. 361 :,� CGCO254'I6 `1'Yi GNE1 LCONTRA CT Q 1 �}. R7 F f firi �� p r Tit. x r , ItIS t fi s . {;NaIlt @C�= p ��y•1 �Y�appgyry y� 4rr mt 1°J taF " zz r ? ? d` 3i r 4 ga t . 7?41OW Z►7 CER LIF ¢A!,� r...,?. :: f74d @i.. :1]GJ ACV -� ¢� ,., t�� des < rt' a:'"*s';'• :ti '.h {• ¢ m$ 'rm�� p 3fCJI1S °r1a Expirat:a on c�at:e® AUG h 3' V 12 , n no z-<•+h:..0 -1 r- 'ry §r - DEL B -HOMES - INC'- AitiC •• .`RA.M f S AD.O- ILL1141 COAT �t •fir N C'• J �, .L � ', ., �$.Ct��'C 18601* WEIJTWOR'TH DRIVE MIAMI . . x 1 7. CHARLIE CRIST GOVERNOR .r RE(�UIRED:BY LAW SECREx` RY ' '�' i Client#:52499 SAAHO DATE(MMIDDIYYYY) ACORD. CERTIFICATE OF LIABILITY INSURANCE 3/1612012 HIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE"OLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to he terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER A( vaned Insurance Und.(Boca) Alc°NNo , F—"No): 21845 N Powerline Rd-Ste 205 E-MAIL Roca Raton,FL 33433 ADDRESS. 5131807-0900 INSURER(S)AFFORDING COVERAGE NAiC# INSURER A:Mid-Continent Casualty Company 23418 INSURED INSURER B:Bridgefield Employers Insurance 10701 Saad Homes Inc. 18601 Wentworth Drive INSURER c Miami,FL 33015 INSURER 0: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT T?O WHICH THIS (CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN?MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN SR TYPE OF INSURANCE ADDL SU POLICY EFF POLICY EXP LIMITS LTR POLICY DUMBER MM/DD MMIDD • GENERAL LIABILITY 04GL00084391 3/09/2012 03/0912013 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea aMcurrence j100,000 CLAIMS-MADE ®OCCUR MED EXP one person) $excluded X PDDed:1,000 PERSONAL&ADV INJURY $1000000 GENERAL AGGREGATE 12,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO LOC Eaaa D SINGLE LIMIT 1,000,000 A AUTOMOBILE LIABILITY 04GL00084391 310912012 03/09/201 � ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) AUTOS AUTOS Ix HIRED AUTOS Ix NO"WNED PROPERTY DAMAGE $ AUTOS P accid ent t UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WC B WORKERS COMPENSATION 83028713 3/01/2012 03/01/201 X TORYLI IT OTH- AND EMPLOYERS'LIABILITY YIN S ER OOFFICRERIMEhMBERPEXCLUDF�D?ECUTNE❑ NIA E.L.EACH ACCIDENT $5001000 (Myandatory in NH) E.L.DISEASE-EA EMPLOYEE $500.000 under DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $500 000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 164,Additional Remarks Schedule,K more space Is required) CERTIFICATE HOLDER CANCELLATION City Of Miami Shores SHOULD EXPIRATION-ION- DATE V THEREOF,DESCRIBED NOTICEIEWILL BE CANCELLED DELIVERED IN 10050 No 2 Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami,FL 33166 AUTHORIZED REPRESENTATIVE ©1988-2010 AC RD CORPORATION.All rights reserved. ACORD 25(2610105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S8475411M847536 JAN SEP/07/2012/FRI 04: 16 PM FAX No, P. 001 September 7, 2012 Miami Shores Building Dept. 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 (305) 756-8972 Re: Master Permit RC 771 Hi Arlenis, Can someone please confirm to us that our electrician has submitted to you an updated state license AND liability insurance certificate in the last couple of days? THANK YOUM Denise Fernandez and Danny Suniga daniel@suniea.com 305-455--3977 t l C Z L l F77MCFIVED 305-613-4654 SEP 112012 -T St C-1 i� UED i°� �c s VT -� �5er vl ce- tau C To._Tek s Vv, vim-- 9>4 1� �FAJ � WCT . PW t p• +fir drawn .N.A. ' ' .job:. 2041-: 4 M' �E MIAMI DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLL,NCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1107 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2902 FAX(305)372--6339 NOTICE OF ACCEPTANCE OA www.miamidade.GOV/buildingcode Sun down Manufacturing,Inc. 11i ' A 30° S N• is bg isu d under the applicable rules and regulations governing the use of construction ' h eume tation submitted has been reviewed by Miami-Dade County Product Control vi 'On " c t d bY;the Board of Rules and Appeals(BORA)to be used in Miami-Dade County and 4 al '/ed by the Authority Having Jurisdiction(AHJ). ThiS all no�� a valid after the e ��P e xparahon date stated below. The Miami-Dade County Product Control Division d1U Miami Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or.suspend the use of such product or material within their Jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 112001118'0"Outswing Aluminum French Door-L.M.I. APPROVAL DOCUMENT:Drawing No.FD08-1,titled"Series 2001 Aluminum French Door Impact Resistant",sheets 1 through 4 of 4,prepared by the manufacturer,dated 04/02/08 with the latest revision, dated 10/28/10,signed and sealed by Francisco Hernandez,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 Division. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. I.,ABELING:,Each unit shall bear a permanent label with the manufacturers name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL,of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the Job site at the request of the Building Official. This NOA revises NOA No.08-0417.05 and consists of this page 1,evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.10-0322.11 a Expiration Date: May 08,2013 rolo Approval Date: December 16,2010 G119 Page 1 qlC? 2/s: " ors clateQ.r A4doo.S79tj I ► � r Sunshine Windows Manufacturing-Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No FD08=1,titled"Series 2001 Aluminum French Door Impact Resistant", sheets 1 through 4 of 4,prepared by the manufacturer,dated 04/02/08 with the latest revision,dated 10/28/10, signed and sealed by Francisco Hernandez,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3 Water Resistance Test, st,p r 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 swinging glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3399,dated August 16,2002,signed and sealed by Late Gilbert Diamond,P. E.,reviewed,signed and sealed by Joseph O.Chan,P.E. (Submitted under previous NOA No.02-1104.03) C. CALCULATIONS 1. i Anchor verification calculations and structural analysis,complying with FBC 2007, dated 03/31/08,prepared,signed and sealed by Francisco Hernandez,P.E. Complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS L Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their"Saflex MG Clear or colored interlayer"dated 05/04/06,expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance,no financial interest and compliance with the FBC 2007,dated March 12,2010,signed and sealed by Francisco Hernandez,P.E. 2. Laboratory compliance letter for Test Report No. FTL-3399,issued by Fenestration Testing Laboratory,Inc.,dated August 16,2002,reviewed,signed and sealed by Joseph O. Chan,P.E. (Submitted under previous NOA No. 02-1104.03) G. OTHERS 2. Notice of Acceptance No. 08-0417.05,issued to Sunshine Windows Manufacturing, Inc.,Inc.for their Series"2001 Aluminum French Door Impact Resistant", approved on 05/22/08 and expiring on 05/08/13. Jaime D.Garcon, E. Chief,Product Control Division NOA No.10-0322.11 Expiration Date: May 08,2013 Approval Date: December 16,2010 E-1 r � Y FOR AM M OPTM AND MM R OF MialDas SEE NOTE I MID MEM P MW OF TO SHEEP.FOR KM S SEE SEC TM ON SHEM 2 OF 4 AN ID 3 OF 4. DESIGN PRESSURES CHART-M 10' 10- 10• 5- _ MAX 13 � E D I� LEAF WIDTH AFICHOfLS ANC= POS. NEO. zo b (NDMNAI)PER Sit PER JAMB S06fine 6ea 3'-0" 4 70.0 70.0 8 na a 330 Ak A- 28 t 2B 28 t e° 2'-6° 3 70.0 70.0 "°�"ed°'33M MAX wa 0as1�-way 3'-0" 4 6'-8" 7 70.0 70.0 vmdamtrm ane 3 70.0 70.0 NOTES, 1.ANCHOR w=AND maw OF ANOM (11rTR m OY IDII 1 1/2'nftgww 7f Nf0 n n STPoIO: Nf0 Y Bf 6000 ORS IRleucx X 11Y'1/2'IN MEML ffi 12 m I� A CHAIM RM EACH ODOR leiar SEE REFER REV. / 2.m u-4 0X M BMm I2 Af SALL CHIN, NROME IfrF Ar IEII MA siU N OROFA m A OFSI�1 5 ti'PA78W.L6RU9E0(w YFOE OF 1M0 lIMO 9 8° S oc &U- 4.COIDMAL NIiONS CAN M/flik0. y E E 5.PAANE CORNERS CMW OF Mff dpMS Fi\MO WIH CE,) (2)/10 X 1'PAN MM SHIMT NETAL SCFM &SEA MT ARNND PE MIUM OF OEAO BOLT.HMF SIR62i ^�W RMM FLUSH 6MA Mffi PAREI.ETC. t3 7.REFER M'TEST'ROM FTL-3=00E000 24,2002. YAx S 10' 10' a TH6 PROOIICF NEETS Off IMM000 OF U 2D07 sr wx wx wx FORM MuMM CODE. DOOR WIDTH 7r wx &1'm 0R r 01 6000 BOtliS NOT m'SAiL9@ff 6ON01PS m mt DESI 0 W�M701H SEPARATELY AND 91At1 SUSm21 LdDS U@OSED DY mAUtD SYM AND i5RWR no To Um IA OFFFM P t m m MPROWEO Or 1a aooRS REOlOR6Xt Rif t6ER SiWL oavLr 6IIH EGRESS �, NM ELEVATIONS r915 rya ,CAME m MIAMI-DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRID N° - 1 FD08-01 to-as-to SHEEP rxwcam xmu ca 1 OF 4 iLR/mm r' II 1�71�.6•F O ,NO 1M 0A ,/4•SIW VAX mpa O, O.0 tax FOR romas AID KMM W*OW, WE/t AID OEM - P OW ON BBB, a MML FOR BmB.N 11 "_ ✓. 4 -c2 8 3 30 0 3 3 30 10 3 B 5 rna W.aka vl- 3 3 lm.Iwm 3=2 ��A r;.. 9 . ,: 9 REV. t OB 28Y mm ttla BY onma Om WALL ai MAW 'M Snow FOR OF 9826) 1<. ON saEr I W d GLA 3NG DETAIL ®At2°ac lmx Fm u amp 11 12 "QI •• EKW -TJ,Arm l q OAW SARmt-I�EP M Of SMMM � z aasr ax sir t �. �y S ". 4 PoB BmB 10 1 5 tsr�tao u>tED tstnINGTHO m g g 13 16 s oPBmul) >n .•yam _ — — � , t� WE NM 4 O O Q PEOOM am sea/ O.W laaaw HORTLONTAL SECTIONS wnnM s �anre., na 13 FDOB-01 to-¢8-10 SHEET Akin ROWAN= 2 OF 4 PLR/61]A9 I I I _L T D MATERIAL LLST ter a�r eum IW ot1 Ass l� /AL SYS1D1 REM f PART# RED. DESIRIPTION YATERW. - SFE SHFEf t OF k ) 1 SW-38 t - FRENCH DOOR HEAD• 8083-T6 y'• a . .d`i, 2 sw-39 4 FRENCH DOOR TOP AND BOTTOM RAIL 8083-TS ,I ,�Ak' % N 3 SW-36 4 FRENCH DOOR VERTICAL STILE 8063-TB 4 SW-37 2 FRENCH DOOR JAMB 8083-TB 8 SW-40828 (47 1 PER ANCHOR FLAT FILL COVER 6083-TSB IMK SidW 6 SW-40 1 FRENCH DOOR SILL(MILL FINISH) 6063-TB �+�0 3m O ( 1 7 SW-47 1 FRENCH DOOR ADAPTER 8083-T5 8>rem D 8 SW-3332 AS REWD FIN PILE WEATHER STRIP POLYPROPYLENE 9 SW-57 3 PER LEAF W BUTT HINGE 8083 Ts 8 5 14 to SILICONE AS REO'D DOW CORNINO 995/PECORA 865 SILICONE 11 SW-L1 1 LOCK(LATCH) METAL 2 YALE NEW TRADITIONS'800 SERIES DEAD BOLT METAL 12 SW-1.2 1 LOCK,KEY OPERATED ON THE EXTERIOR AND 15 THUMB TURN ON THE INTERIOR 13 SW-FS 2 PER LEW SERIES 2510 CONCEALED FLUSH BOLT BY REGENT METAL 10 �� 14 SCREWS AS-REWD t0 X 1` us I is SCREWS AS-REWD / 10 X 1 1/2' SMS ON S I' 4 AND GAM 18 SW-3Q AS-REWD APPLIED PERIMETER TRIM 8083-T5 LT�/�•1 DEALISNMN ON SIM 2 OF k /8 X 1/2' so vJ 10 17 SCREWS AS-RFA'D 16 SW-H t SURFACE MOUNT HANDLE METAL Suma DOW oma E"M E O BAG' 4,Op° � a: • �2 r 4.5/6 I j OFD WA(SW T 2 FD TOP&WtloM PA(SW-S) O FD YERINN.SIM(SW-M) 1G pumam TRIM MIST M 3 • Dm. asr I NOD WJK NON IWDUC. NM 4O FD JAM(5Y M SO FD FLAT FILL OTM(0-40928D) ©FD SILL(0-40) mm ANCAm.a3°r>arol%ft AND na r A- Prism at.ON 1 k eROgicF OmCV.FOR NmIt Alm t, uwan en. FD08-01 t.1me° VERMALSEMON', 7Om O Lo_Za_FO SHEET AaWrEKSW-47) 9 FD HINGE(SW-57) wmm¢ 3 OF 4 i i i r° r II II II II _ II ra/to Br l i/a.ex �s j� III udmas L_____ I nu�.asdvvaa us.m,nano uma it r°�i a '> s u u � la DOOR FRAME UPPER CORNER. DOOR PANEL UPPER CORNER a E O H uFnl =III � 8 8 I� II ---a � a i to BY t l/Y PH.sus 9 � n a L--J a g io BY v nt sus DOORPANELBOTfOMCORNER NM DOOR FRAME BOTTOM CORNER " aBOmcracvems �. A rha a vim"`�1 ninon ero. Axo . 3 11 FD08-01 1 P,mmnccaaot BW�usaunrs 4HOFl4 CORNER CONSTRUCTION DETAII.S okwft d f � MIAW[3tADE MIAMI-DADE COUNTY i+ PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miami�ladc.�ovi�era Sunshine Windows Manufacturing,Inc. 1745 W.33rd Place Hialeah,FL 33012 SCOPE' This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"4302"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT:Drawing No.PW08-01,titled"Series 4302 Aluminum Fixed'Window Impact Resistant Glass",sheets 1 through 8 of 8,dated 08/18/08,with revision#1 dated 03/06/12,prepared by manufacturer,signed and sealed by Francisco Hernandez,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number.and expiration date by the Miami--Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small 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. 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#10-1221.01 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. NOA No.12-0314.11 Muu�HtuwE col t�rtt piration Date. September 11,2013 Approval Date: May 24,2012 j f d4 j12 /i f�� Page 1_ A/1 k r * /�000 S'7 9I/ r r Sunshine Windows Mannfacturina,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections: 2. Drawing No PW08-01,titled"Series 4302 Aluminum Fixed Window Impact Resistant Glass",sheets 1 through 8 of 8,dated 08/18/08,with revision#1 dated 03/06/12,prepared by manufacturer,signed and sealed by Francisco Hernandez,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202--94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)'Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum arch,eyebrow and rectangular fixed windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-3388,dated 08/14/02,signed and sealed by Joseph Chan,P.E. (Submitted under previous NOA#03-0314.07) C. CALCULATION'S 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Sunshine Windows Manufacturing,Inc.,dated 12/17/10,signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NOA#10-1221.01) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05105111,expiring on 05/21/16. Manuel ere . . -Product Control Bxd*130 NOA No.12-0314.11 Expiration Date: September 11,2013 Approval Date: May 24,2012 E-1 Sunshine�Wffln&R. s Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated March 09,2012,signed and scaled by Francisco Hernandez,P.E. 2. Laboratory compliance letter forTest Report No.FTL-3388,issued by Fenestration Testing Laboratory,Inc.,dated 09/05/02,signed and sealed by Joseph Chan,P.E. (Submitted under previous NOA#03-0314.07) G. OTHERS 1. Notice of Acceptance No. 10-1221.01,-issued to Sunshine Windows Manufacturing, Inc. for their Series "4302"Aluminum Fixed Window—L.M.I.,approved on 02/24/11 and expiring on 09/11/13. Manuel Per 1px. Product Control"a finer NOA No.12-0314.11 Expiration Date: September 11,2013 Approval Date: May 24,2017, . DESION PRESSURES A A CHART-PSF r,-,WINDOW 4•ypx, 10 y,,• OW48 OEtAt. 1 4.10..STIR ky LXS INCITES LINO Maw POs. NEG. � +�+ k 108%2a 311 S12 SDE 90.00 90.00 ` y ap 9a x 2a 10 11 3 90.00 90.00 B 9 91 X 26 10 11 3 00.00 90.00 84.X 29 9 10 3 90.00 SOHO 78 X 37 8 9 4 90.00 90.00 78 x 28 a 9 3 MOO 90.00 10• � A a• 10' 78 X 19 8 9 3 90.00 90.00 83 x 48 7 8 5 7930 7 s-(s py�/A 93 X 39 7 a 8 90.00 MOO [-, 93 x 37 7 a 4 90.00 90.00 RECTANGLE TRAPEZOID �7G 03 X 26 7 a 3 90.00 90.00 � e3 x 19 7 9 3 so.o0 scLoo TYPICAL ELEVATION 'TYPICAL ELEVATION 4S.x 48 8 8 8 y3.10 73.1 d. 83 X 48 8 7 S 78.30 78.30 GENBRALN IR& 83 X 39 8 7 a 90.00 90.00 1.-THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 83 X 37 8 7 4 90.00 90.00 2:SHUTTERS ARE NOT REQUIRED. S3 X 28 a 7 3 90.00 90.00 3:rOT,�NU M�EROovCHORs FOR EACH UNIT SIZE REFER TO DESIGN 53 X 19 8 7 3 90.00 90.00 4.-FOR INTO CO OR WITH 1 BY USE 1 4°DMM, 48 X 39 6 8 6 90.00 80.E _ ��HM p y {D MIN.EMBEDMENT INTO CONCRETE/MASONRY 48%37 B 8 4 90.00 90A0 gyp,, gy p,QpWT90p°WOODEN STRUONRE USE4°SAM. 48 X 28 B 8 3 90,00 90.00 CORNTOi DRTAII.#1 WAlgD EOfiE Di IE.1 2 MIN.EMBEDMENT INTO D FOR ATGICHMENT INTO METAL USE 1/4•DIAM.OWE 8 SHEET METAL SCREWS 4a%19 8 8 3 90.00 90.00 WITH 1'MIN.EDGE DISTANCE 38 X 37 4 8 4 90.00 90.00 8.-COLED STRENGTH}'c 3,200 psi MIN.,CMU PER ASTM CSI. 38 X 28 4 8 3 90.00 90.00 AUIY@01R gpyp FELED CIdU fm-2.000 psi MIN. 8.-USE NON SHRINK NON METALLIC-GROUT 3 KS)MIN.AS REQUIRED. o 38 x 19 4 8 3 90.00 50.00 7:WOOD HOST STRUCTURE SHALL BE°SOUTHERN YELLOW PINE°Om 0.88 28 x 28 3 4 3 90.00 MOO OR GREATER DENSITY. 28 X 18 3 4 3 90.OD 90.00 a. I ME S O �°STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LEW T14AN 74 X 39 8 9 a 50.00 SO.00 ALUMINUM SHALL BE 5083-T8.STEEL SHALL BE FY-38 KSI MIN. 74 X 37 8 9 4 90.00 90.00 9-WOOD BUCKS(BY OfHERSSI SHALL BE PROPERLY ATTACHED TO TRANSFER 74 X 28 8 9 3 190,001 GLAZING SYSTEM LOADS T6 THE STRUCTURE AND SHALL BE APPROVED N 74 X 19 8 8 3 90.00 90.00 BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, PRO COBNHRDP7'AII.ft2 16'gy MpD{ � AS SPECIFIED IN� O �OO.Y 049. F THE 010 FaC , mAs raooucr99YIrmO PRAWM SIREOvEPALL GLASS WITH GLASS USING TWO 40 I �'9/8'FILM � � PW08--01 STRENGTHENED GLASS WTIH A 0.080 SAFLIX IU6 INTERIAYER FILM BY SOLUTw. � OA1Fa aa-18-00 V/Ef.DWtH 0 'Jf..At+RS SINE 1 �1° FOR CORNER WELDED CONNECTIONS USE 1/B°FIUk7 WELD SHST 9 OF 8 WITH 1 1/4'MINIMUM LENGTH MADE WN ERao0 FlLLER ALLOY. F�' fAB&R DEUa 2 DESIGN PRESSURES �" ' CHART-M SmW cr g wax gom PM NET. I$W&N 098 Gxcsme sal ,w/es B 1743 W.3W i- 70P sa Y.S4A Nwu Z8 X 108 3 11 4 80.00 90.00 �� 26 X 96 3 10 4 90.00 90.00 Fan(JPB)0�-611g 28 X 91 3 10 4 90.00 90.00 26 X 64 3 O 4 90.00 90.00 cwm 1 I 37 X 78 4 8 8 90.00 ODA 4'F-�,e 26 x 78 3 8 4 90.00 90.00 WI.AAYY 19%78 3 B 3 90.00 ML wxm w= 48x83 8 7 7 78.30,76= 39 x 63 8 7 6 90,00 sloo A 37 X 63 - 4 1 7 6 90.00 90.00 28 X 63 3 1 7 4 90.00 DOM UPRIGHT RECTANGLE WITH CRUZ TOP 19 x 83 3 7 3 00,00 90.00 TYPICAL ELEVATION 48 X 48 S 8 7 73,10'73.10 ALWWNY YRLD 46 X 63 8 8 7 76.30 7890 CE41RALNMM 39 X 63 8 6 6 90.00 90.00 1.-THIS PRODUCT MEETS THE REOUIREMFNTS OF THE 2010 FEO, 37 X 63 4 6 6 90,00 90.00 1-SHUTTERS ARE NOT REQUIRED. F7 26 X 63 3 8 4 90.00 90.00 3:FPt UL ER OF ANCHWffi FOR EACH UNIT SIZE REFER TO DESIGN (� 19 X 83 3 6 3 90,00 90.00 4.FOR ATTACHMENT INTO NOR 4 MIN. CON //�O� 39X46 8 8 8 90,00 90.00 AAN�D 22 /'4. ETE 37 X 46 4 6 6 90.00 80.00 OR A 11�HM 21 FOR DEN STRUCTURE USE_._1[4'DWM. 26 X 48 3 6 4 90.00 90.00 CORNERDETAIL92 N 2 TBN.EdBEDO/ENT INTO D 19 X 48 3 8 3 90,00 90. FOR ATTACHMENT INTOO METAL USE 1/4'OWM.GRADE S SHEET METAL SCREWS WITH 1'MIN.EDGE DISTANCE. 37 X 38 4 1 4 8 90.00 90.00 6,-CONCRETE STRENGTH Yo-3.200 pol MIN.,CMU PER ASTM C90, 26 X 36 3 4 4. 90.00 90.00 w X 1, FILLED CMU fm-2,000 pal MIN. 8:USE NON SHM NON METALUC GROUT 3 KSI MIN.AS REQUIRED. a 49X38 3 4 3 90.00 90.00 7.-WOOD HOST STRUCTURE SHAD.BE'SOUTHERN YELLOW PINE'0-0.86 R 26 X 26 3 3 4 80.00 90.06 - OR GREATER DENSITY. 19 X 26 3 3 3 90.00 90.00 8.-THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8'. 39%74 6 8 8 90.00 90.00 ALUMINUM SHALL BE 8063-76.STEEL SHALL BE Fy-38 KSI MIN. 37 X 74 4 8 8 90.00 90.00 8.-WOOD BUCKS f8Y OTHER_)SHALL�PROPERLY ATTACHED TO TRANSFER GLAZING SY9TEb1 LOADS TO THE STRUCTURE AND SHALL BE APPROVED 26 X 74 3 8 4 90.00 90.00 BY.BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 19%74 3 8 3 90.00 90.00 C.ORNBR DETAIL r$1. 10.-ALUMINUM G(.G CONTACT WITH OISSIMILAR YAIERIALS SHALL PRpT� (BY OTHERS)AS SPECIFIED IN SECTION 20039.4 OF THE 2010 F'BC � ae waliifng 6roagbYoMa DRAM6I0 Na a.a OVERALL LAMINATED MAW USING TWO LTTiS OF 1/8'HEAT I PW08-01 STRENGTHENED GLASS WITH A 0.090 SAFLEX WG INFERIAYER FILM BY SOLUTA VIELDIN0 - OATW -1S-og FOR CORNER WELDED WELDED CONNECTIONS USE 1/8-FILLET WELD 1"'B-IZ- sm&1 -l' WITH 1 1/4'MINIMUM LENGTH MADE'WITH ER4043 FILLER ALLOY. Cs�o DEL F[o ISA,. g f393 sxEEr 2 of g Y , DESIGN TPRns�ES A MU 2 womw SUB Ax<xou9� -- WRIT INCFIR6 CRa.E P08. NEG. $weNA9 170 e4 JM Pbm 108 X 28 1�1 18 80.00 OO.00 � � � p�9m1Y 96 X 28 10 14 3 90.00 90.00 mdma(3ma11s 91 X 26 10 14 3 90.00 90,00 84 X 26 9 13 3 90.00 90.00 78 X 37 8 12 4 90.00 1 90.00 A co OETAA. 1 78 X 28 8 12 3 90.00 90.00 y 78 X 19 8 12 3 90.00 90.00 4"MAX 10°MAX 63 X 46 7 10 8 78.60 76.30 83 X 39 7 10 4 90.00 90.00 um an 63 X 37 7 10 4 90.00 90.00 63 X 26 7 10 3 90,00 90.00 SIDEWAYS RECTANGLE WITH CIRCLE TOP 63 X 19 7 10 3 90.00 90.00 TYPICAL ELEVATION 48 X 48 3 7 S 73.10 73.10 ALUIRBpI�lD tWW/a 83 X 46 6 9 8 76.30 76.30 GENERAL NOTES: 83 X 39 8 9 4 90.00 90.00 1.-THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 83 X 37 8 9 4 80.00 90.00 2.-SHUTTERS ARE NOT REQUIRED. 83%28 6 9 3 90.00 00.00 3.-FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 53 x 19 8 X 39 6 7 9 3 90.00 90.00 4 90.00 90.00 4.-FOR ATTAC MIN,INTO CONCRETF OR MASONRY WITH 1 BY USE i/4°ONONN.�INTO 48 X 37 6 7 4 80.00 80.00 FOTRRgAQTpf 2 MENpT,QINT D 1OJry4 M97.EMBEDMENT E U8E 1NC4R'D/LAM. 46 X 26 8 7 3 90.00 80 CORNBRDEPAlI.92D 1°MW EDOE.OISIAN 1/2"M�C�RE�INTO0 48 X 19 8 7 3 90.00 90.00 FOR ATTACHMENT INTO METAL USE 114°DMAM.GRADE 8 SHEET META.SCREWS WITH 1"MIN.EDGE DISTANCE 38 X 37 4 6 4 90.00 90.00 S.-FILLED CMU fBTR f-,2 Pei MIN..CMU PER ASTM COO. 000 38 X 26 4 6 3 90.00 80.00 PSI 38 X 19 4 8 3 90.00 90.00 8.-USE NON SHRINK NON METALUC GROUT 3 KSI MIN.AS REQUIRED. Y .F 1° 7:WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE'(1-0.88 28 X 26 3 4 3 90.00 90.001 OR GREATER DENSITY. gg 28 X 19 3 4 3 90.00 80.00 8.-THE THXXOTESS OF TTFF{{E S7EEL/ALUMINUM HOST STRUCTURE SHALL Y.. BE NO LESS THAN 1/8". 74X39 B 92 4 80.00 90.00 ALUMINUM SHALL BE 6063-T6.STEEL SHALL BE Fya 38 I(S)MIN. 74 X 37 8 12 4 90.00 90.00 9:WOOD SUCKS OTHERSS)SHALL BE PROPERLY ATTACHED TO TRANSFER 74 X 28 8 12 3 80.00 90.00 GLAZING LOADS TT(o7 THE STRUCTURE AND SHALL BE APPROVED u BY BUILDING OFFICIAL PRIOR TO VANOOW INSTALLATION. Pr TED 74 X/9 B 12 3 80.00 90.00 CORNER DHTA,II.61 10. OTHERB) AS SPECIFIED IN SECTION 02 MATERIALS 38.4 OF i}1E 2010 TED SHALL GLASS: PRDIXICy�TRR6VL= -0 OVERALL LAMINATED GLASS USING TWO LTTES OF 1/8°HEAT n�idMtagCaaewAAtlmFImMa P Q� STRENGTHENED GLASS WITH A 0.090 SAFLEX NG INTERLAYER FILM BY SOLUTUL Amop:mm No I� p17E1 m-18-� G1 4�4-m e0AL6s -11 FOR CORNER WELDED CONNED USE 1/8°FILLET WELD WITH 1 1/4°MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. 10 FLA,yDA,;, H. •81393 sr9�r 3 of e I , DESIGN PRESSURES CHART-PSP SUE x H PIS. NEG. S808h61li �- sI1 ARCH ,71E a Jsa PkW 108 X 26 11 14 90.00 80.00 8 /// B R�� 96 X 26 10 13 90.00 90.00 /1' Fow(aEE)eaE-ane 91 X 28 10 13 00.00 90.00 t F+ 84 X 28 9 12 90.00 90.00 CO p PUS+1 I A 78 X 37 8 14 90.00 90.60 f 78 X 26 9 12 90.00 80.00 °MAX tom ' to 78 X 19 8 11 90.00 90.00 9Pm0Y'91041 63 X 32 7 12 90.00 00.00 83 X 28 7 10 90.00 90.00 63 X 19 7 9 90.00 90,00 ARCH 48 x u' B s 90.00 90.00 6 TYPICAL ELEVATIAN " 83 X 27 10 90.00 90.00 �1 83 X 19 8 B BOAO 90.00 v 46 X 23 S 9 90.00 9050 O]RR39tAL Nf TS& 46 X 19 S S 90.00 00.00 1:THIS.PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FSC. 36 X 19 4 7 90.00 90.00 2:SHUTTERS ARE NOT REQUIRED, 28 X 73 3 8 90.00 90.00 3.-FOR NR,1, .RC&TANCHORS FOR EACH UNIT SIZE REFER TO DESIGN 74 X 26 8 11 000 00.00 4.-U uncuncaa ,0 CONC1 p4 OR MIIN.EMBEDMENT B�gIINTO�OONCCRWMASSONRY 74 X 19 8 10 90.00 90.00 UF,,,",'TRp�1 f�'TV"�� WI'M I19/2,MIND EMBEDMENT WTO�W000"DAL AND 1 MIN EDGE DISTANCE FOR ATTACHMENT INTO MEDAL USE 1/4'DIAM.GW1DE 8 SHEET METAL SCREWS WTfFT 1°MIN.EDGE DISTANCE S.-CONCRETE STRENGTH P4-3,200 pd MIN.,CMU PER ASTM C90, FILLED CMU Tm-2.000 Pal MN. A INLY X I. Br USE NON SHRNX NON METALUC GROUT 3 KSI MN.AS REQUIRED. 7.-Wool)HOST STRUCTURE SHALL BE`SOUTHERN YELLOW PINE°0-OAS OR GREATER DENSITY. 6.- BCE T NO IC`s SO THE STEEL/ALUMINUM HOST STRUCTURE SH&L ALUMINUM SHALL BE 6083-T6.STEEL SHALL BE Fy-38 KSI MN. 9.-WOOD BUCKS BY OTHERS SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING LOADS T THE STRUCTURE AND SHALL BE APPROVED BY WILDING OFFICIN.PRIOR TO WINDOW INSTALLATION. pp7� CORNER DETAIL#1 10. BY OTHERS)�S ECIFIED IN SECTION 2003.&4 22003.&.OF�201OM&GTED ' CLAM PRODUCfumm 0.34`OVERALL LAMINATED MASS USING TWO LRES OF 9/8°HEAT B�-16ftFbd& pRAWW6 NG STRENGTHENED GLASS WITH A.0.0s0 SAFLEX III INTEHLAYER FILM SY SOLUTIA. AamplmooT dP PW08^01 m1nl a-te oe FOR CORNER WELDED CONNECTIONS USE 1/B•FILLET WELD °�'^ :T BCME:i °di' WftH 1 1/4'MINIMUM LENGTH MADE WITH ER4043 FTLLER ALLOY. FRAN0LCO0 Kt NN(�,,pE" 0{ i 6ilEkT 4 OF 8 ��7' '/flllll e � CIM PE M 2 I, �A rA +A Kam 1745 ara —� W.a PM. B Ra m uma COPIBA DEfAE t A A cmw mt4L 1 v mae-s u Ir • h Ir I►A u°dMx 3so in cm QUARTER ROUND QUAR71IR ROUND K LL ROUND TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL ELEVATION OF DESIGN PRESSURES DH4ION PRBSSURES DESION PRESSIAt&4 POS<l17VE=t90,00P81+ PASSilTYE=+9G00PSP - PoSITIVEet9QODP8P NEGATIVE=-90.ODPSP NEOAT[VB=.90.00P�+ NBOATIYE=•9=mm a T}ffi7ffiW.NO1'&Ss y i.THR PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. rpy� 2.-SHUTTERS ARE NOT REQUIRED. 3.-E01�{{11YBER_,Qp ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN ei 4:�FrOnRenAau�R S�'ruuci �D�"1 4 YW.EMBEDMENT INTO INTO WNCcREfE/NA40 NY U e �cE TG�a°Y eE�YE r�ITOt��°aAM FOR ATTACHMENT INTO METAL USE 1/4'DWM.CRAM 8 SHEET METAL SCRE" WITH 1'MIN.EDGE DISTANCE. 8.-CONCRETE STRENGTH fa-3,200 Pal MIN„CMU PER ASTM CSI. AU&oNUY 9EIU FILLED CMU fm-24M pet MIN. 9 Y S:USE NON SHRINK NON MEIALUC GROUT 3 KSI MIN.AS REQUIRED. 7.-WOOD HOST STRUCTURE SHALL.BE°SOUTHERN YELLOW PINE"0>OM OR GREATER DENSITY. 8.-THE THICKNESS OF THE!TEEL/AU MINUM HOST STRUCTURE SHALL BE NO LE93 1}NN 1/B°. ALUMINUM SHALL BE 8083-T8.STEEL SHALL BE Fy-36 KSI MN. 8.-WOOD BUCKS(DY OTHE%S SHALL BE PROPERLY ATTACHED 70 TRANSFER OIA U SYSTEM LOADS Tt5 THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICW.PRIOR TO WINDOW WSTALLAMON. COPNERDETAIL&1 CORNHR IDBTAII.92 10:ALUNINUM I(.1 CONTACT WITH DLSSWAR MATERI"SHALL BE PROTECTED W {BY OTHERS)AS SPECIFIED IN SECTION 2003.&4 OF THE 2010 FW- $ BwwW--CTRSV18aID -Ql0.34-OVERALL LAt@1A11�GLASS USING TWO LffES OF 9/8°HEAT a�O�a �01 STRF?IOTHENEO CLASS WITH A 0.090 SAFLEK WO WTERIAYER FILM BY SOLUTW WliLDMdr OATEt as-10-08 FOR CORNER WELDED CONNECOONS USE 1/8'FILLET WELD WITH 1 1/4'MINIMUM MOTH MADE WIN ER4043 FILLER ALLOY. ff''pHpA��.1GSCO HERNAMOEZ FLQPoPA� 61383 SHEET 6 OF 8 COM OEPAS. 2 A / 7?• CORtSR @TILL 2 _ . h A - - 2 ANCHORS PER SK MPICAL) g 2 ANfYR)RS PER SITE(IYPICiL) SmWu kdatI114 I B B 8 8 rwm ma rw LsosO2e4-eue2 rma(we�ms-mte �A �►A se•&mm �q•MpX rn OCTAGON HEXAGON . 'A YMAL ELEVATION TYPICAL ELEVATION DESIGN PRESSCIRE3 DESIGN PRE4SURE4 Poamve=+saoorsr rast2iv8=+vamL>sI+ ea NRaArIVH=-�.oGPSF NeoATLV8=-9omrsP � a c18PI�Ai.No1733s 1-THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2.-SHUTTERS ARE NOT REQUIRED. 3.-FPORSNUU� CHORS FOR EACH UNIT SOE REFER TO DESIGN 4:FOR ATiNAC ENi IpENpTWOp�E}DD1Q1/4%MIN. SOEMBEO�MQE7M�LENTO ��S4E 1 4 L N EN�T�pM�Ory�2{G811�'i/2°NI�N�pNBEDtdfIJFRIMOU WORD°Dim, MANN ma AMO 1 1.EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4"DIAM.GRADE 8 SHEET METAL SCREWS WITH 1°MIN.EDGE DSTANCE. 8.-CONCRETE STRENGTH f c-3,200 pet MIN.,CMU PER ASTd COO, FILLED CMU Pm-2,000 pet MIN. 8.-USE NON SHRINK NON METAWC GROUT 3 KSI MIN.AS REQUIRED. o 7.-WOOD HOST STRUCTURE SHALL BE'SOUTHERN YELLOW PINE"0••0.88 OR GREATER DENSITY. gg (F'm BE Br THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL TG NO LESS THAN 1/8°. ALUMINUM SFW1.BE 8083-T8.STEEL SHALL BE"JB ICSI MW. CORNERDEPAIL82 e:W000 BUCKS BY OTHERSS)SHALL BE PROPERLY ATTACHED TO TRANSFER QIAZINB LOADS T8O THE STRUCTURE AND SHALL BE APPROVED a BY BUILDING OFFICIAL OFFICW.PRIOR TO WINDOW INSTALLATION. p�yQ 7� 90: OM1 AS MSPEpFlEWIDiD IN�ISECTIO�FI 2�003T�OF THE X10 FBO. GLAft0.34"OVERALL.LAMINATED MASS USING TWO UTES OF 1/8"HEAT ��N2y��plaice ORAWHiO Na STRENGTHENED GLASS WITH A 0.000 SAFIM IIIG INTERLAYER FILM BY SOLUTIA. a�Imm PVd08-01 WBLmft . DATES oe-18-09 FOR CORNER WELDED CONNECTIONS USE 1/8"FILLET'WELD � �"t!"'/�- Sr,>•1 Ya1" WITH 1 1/4"MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY, FRANCLSGO:H„PENAANDE2 SKEET 8 OF 8 PPLL�RIINL:; _30033 is mwu nwac nr Vll� MUST BE PROPERLY ATTACHED TO MUST BE PROPERLY ATTACHED TO MmwER OIAZINO SYSTEM LOADS 1/4•MAIL TRAWER OLAZINO SYSTEM LOADS TO mE.BiRUCRAE.SHALL 8E APPROVED SHIM SPACE TO THE SMUCTUIM SHALL BE APPROVED BY B+HMINO OFflCW.PmOR TO 0150 BY SULDDIG CFRCLM.PRIOR TD Wwm TISTAAIATICN. WNWW NSTALLATION.iYPiCAL ANCHmAS 1/a'Matt 1/tt4`UUL + L/2•UK PEHETRAiION INTO WOOD. 1/4°+R.TRwm 1 1/2'MBl EMBEDMENT SHIM SPACE (F�ANCHORS F47 TO ELO AND WANDER ///--OJfO IUSOt03Y 71flt01lNI iBY WODD BOOK OF DESIGN PRE REFER 10 EI.ON SHE AND �'�-0.+DE APRDYED 1740 W.140 Awl 'K (fOR WW.ANCHOR ePACII�MS)tADIBER aE� 4PR684tIRE CHARM ON SHEETS Irj--��uLR.uON NNOER 9EPARNre A�tOVAI.). NW bi ANCHOR REFER TO FLEVATIOL�AND 1YMGL FOR JAIO76.HEAD SSL I I IYRCN.ANCHORS Foa(S�J898-0110 ('. DESION PRESSURE CHAOS ON SHEETS I I I 741 SINS mRDUm+METAL +,R.3,4,6 AND 0 'B) 9 MAL A 101MR SPACINB AND NUMBER TYPICAL NR JAMBS,HEAD AND SEL �+ I I bF ANCIW�REFER TO 11EVA7IONS AND +` 9 I DESIGN PRESSURE CHARM ON BFEEfB +,E 3.1,8,AND 0 OF S). ii ao I II TYPICAL.FOR JAMBS,HEAD AND SILL L ATEACHMEiNTTO WOOD a � ATTACHMEITT089ASONRY ATTACFHISBNT TO MUILIOPI I)S1'AM. N Ile MAX. / 3 BNIEtJ0R1(iR0U7' p V1 9F01 SPACE NON-SHRPN.NONRSf-Yfl'mA y LWj1®17 OR 1BY WCOD SUCN BY oTHERS. TYPICAL ANCHORS must BE PROPERLY ATTACHED TO 1/4`SINS THROUGH MERE 7 AWER OLA'ONO SYSTEM LOADS (yq W2.ANCHOR SPACBm AP70 NUMBER TO THE SOSNRWm.SHALL as Lp$7+ P! CF ANCHCI�REFER TO ELEWTI nal A8) APPW40 BY SUILDNO OFI M VI ;Olt DE9RBl PflF89URE CHARTS ON SHEETS PRIOR TO VBM W WSTALIATI1. 1,2.8.b 8,AND O OF B). I FOR JAMS,HEAD AND SILL •. , MAX SPACE .. T �v�� M ya a.A�a r •,$ ATTACHMENT10hWALSTRUCTE= ,• I ••• '•`p', g (STEEL OR ALUMINUM 1/B'MN.74 ) 2 1/2"MIN. TYPICAL ANCHORS m SL •a4•. 4, �/ao P ULTRACWV 1 1/Y MIN,Elm®MENT w�TRr m iBY WDOO Bums �2 NON-SHRINK NON-METALLIO OROUf 2 T/za MW. \4-1-= (WN wx,ANCHOR spACmro AND N1818FA 1/Y MK EYBFD1EyT aF ANmPRER REFER TO EIEam ful MID MASONRY 1.2. PRESSURE 8 OF oN 81TEETs MAR.ANCHmT SPAOINO AND NUMBER 1.28,4,8 AND 0 OF S). ANCHORS REFER TO ELEVATIONS MID TYPICAL iCR 9DL ONLY. N 1.2.N PRESSURE 4. CHARTS ON SHEETS TI C 8,e,6.LLID a OF 0). ATTACEf1ME1TTDMASOTNRY TYPICAL FOR SILL ONLY. ATTACHMENT TO M-CAST SIIi. yq PRODUCTRWASKE) m aomplYhgvRWSWFNMdA I•. .. GRAWNO N0. ./ PW08-01 TYPICAL SFr°)'IONS BDA.B: FAOSRpH .8188 MEET 7 of 8 ,,�) MATERIAL LIST 4 t PfSM0 PART DHSCRWnON MATERIAL '�' pt g 1 SW-101 HEN,SILL AND JANE 6083-T6 Odd E Q N6. g SSW-tot ouaNO EEAD 6083-T6 t- m aee Pm. 1 EmiiOo a�Ia Pkt F )BQ8-8118 3 ANCHORS SEE ELEVATION SHEETS g 4 B r%,'PH SAS ASSEMBLY SCREW 9 9 S 4 6 .340'LAN040.1ED OLABS/HEAT SIR, SEE pUMO S pETA6,SHEET e C 4 i"FLgj+' 1 8 B S - SIAUCRIRAI.SILICONE DOW 89CORNINO a SECTION A-A SECTION B-B d rn F� GLAZING DETAIL aaD.INTERIATER sral>?x OIO EY SOIUM SSTRRENG ENED Ile MY --f ITEM Ne. - ITEM"7 PART SW-101 PARE SSW-101 ABM. CR AZINTO DEAD n 3ltT SITE .JUCfxEY18®D w�nnus+.smunaneTam. I mtAUm Na / PW08-01 DOW<0ow 868 m1tt1 os—le—oe Et' A.•5.�4� SCALEII +1' FFtADICI +.�.'NERNAN� St¢Ef 8 OF 8 .9 1 2 MM IAM DiADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ,v,�v.�nia►�idade.�ov/era Sunshine Windows Manufacturing,Inc. 1745 W.33"s Place Hialeah,FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade.County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product ar material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 111650(XO)"Aluminum Horizontal Sliding Window L.M.I. APPROVAL DOCUMENT:Drawing No.HS0941,titled"Series 1650 Aluminum horizontal Sliding Window(XO)Impact Resistant Glass",sheets I through Tof 7,dated 03/14/08,with revision#1 dated 03/05/12,prepared by manufacturer,signed and sealed by Francisco Hernandez,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 DATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statements "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 qr 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 and renews NOA#09-1217.04 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. NOA No.12-0320.06 Expiration Date: April 10,20018 Approval Date: May 17,2012 f-611 If- Page 1 Od2CGiifecT" ��t%Zoo®.S;��y Sunshine Windowg Manufheturin%Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No 11808-01,titled"Series 1650 Aluminum Horizontal Sliding Window (XO)Impact Resistant Glass",sheets 1 through 7 of 7,dated 03/14/08,with revision #1 dated 03/05/12,prepared by manufacturer,signed and sealed by Francisco . Hernandez,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test;Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 II 4 Lar g a Missile Im p act Test per FBC TAS 20194 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 aloe with marked-up drawin s and installation diagram of an aluminum horizontal g g � sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5331,dated 09/18/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 08-0107.08) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 20294 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 sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5015,dated 07/27/07,signed and.sealed by Carlos S.Rionda, P.E. (Submitted under previous NOA No. 09-0107.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2007, prepared by Sunshine Windows Manufacturing,Inc.,dated 12/15/07,signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NOA#09-12.77.04) 2. Glazing compiics with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) Manuel rcr P.E. Product ControNUAminer NOA No.12-0320.06 Expiration Dates April 10,2018 Approval Date: May 17,2012 E-1 r , Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butaciteg PVB Intertayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS L Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated March 12,2012,signed and sealed by Francisco Hernandez,P.E. G, OTHER 1. Notice of Acceptance No. 09-1217.04,issued to Sunshine Windows Manufacturing, Inc. for their Series 1650 Aluminum Horizontal Sliding Window--L.M.I.,approved on 02/03/10 and expiring on 04/10/13. 0 Manuel P964 .E. Product Control ner NOA No.12-0320.06 Expiration Date: April 10,2018 Approval Date: May 17,2012 E-2 - � • e 10° MAX. !� MAX. DmQN PRE8=19 CHART.PB2' �- BUT ST2MGTHENEDLAMENATEDIKPACT o� ACT IMP CT �� •: GLASS GLASS `I Stamm WIwon WINDOW ANCHOR HUM9ICANSPR000K,LTION p U�,,1��1,,,�,,� DH4L+mN 819DD1YR.R 18 NOT RVQUUM 1Y°""`°3&d � PER m 1314"S" 3°81Td. )3/f-BIIbII '9D1lt TIT HEAD k fII 8w JAMB WT. W. Mr. C D E 7 10 a tIr 4 83.33 120.00 80.00 120.00 O^ JY �, 8 63,33 120.00 8040 120.00 63 1/6` 8 3 63.33 119.30 80.00 119.3 % FALSE MUMINS(SURFACE APPLIED) Va 7P 6 63.33 90.00 80.00 90.00 8 MAY BE USED 8% rrC�7 Y4 1M` 4 63.33 120.0 80.00 120.00 3 1 8° 10° L,'+ 37• 8 6 83.33 120.0 80.00 120.00 MAY. 63 I1W 8 $3.33 96.60 00.00 88.80 WINDOW WIDTH 74• 8 83.33 78.90 7&90 78.90 37• 8 83.33 104.70 SO40 104.70 TYPICAL ELEVATION(XO) 63 1/a•a0 3/3• 8 8 83.33 9&40 8040 88.40 ~ PPPRRRRRRIII GEN&RALNOT&@ 70 8 83.35 67.30 67.30 87.30 1.-THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FRO. 37• 6 BJ.33 88.20 80.00 8&20 2.-CDNFIGURATIONS OX AND X0. .� 63 1/8` or 8 7 83.33 7840 1 7840 76.00 3.-SHUTTERS ARE NOT REQUIRED. y ELj 74 B $3,33 82.00 62.00 8240 4:FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. IIC 3 83.33 920.0 80.00 120.0 8.-FFOO}RR{ATT'AACC/}F 4* 2v INTO CONCRETE ENT 9JI'0 CONMACQNRY WITH-1%12.;pBYUSE 1/4'DIAAf.ULTAC� EELCO !•7 Ja• 4 83.J3 120.0 80.00 120.0 WITH Al/2�FwN.EMBEONENfO0DW0�OD D f T)tA�O 8Y ELCO PQ�4 FOR ATTACFTMENT INTO METAL USE 1/4°DIAM.GRACE 8 SHEET METAL.SCREWS 4C II4` 8 3 63.33 120.0 80.00 120.0 WITH 1°MIN,EDGE DISTANCE eo• 7 63.33 120.00 SOXIO 120.0 S.-CONCRETE STRENGTH f6=3,200 pat MIN.,CMU PER ASTM C90,Fun m CMU fm-2,000 pal MIN. 7Y 8 63.33 00.00 SO= 90.00 7.-USE NON SHRNX NON METAL UC GROUT 3 XSI MIN.AS REQUIRED. &-WOOD HOST STRUCTURE SHALL BE"SOUTHERN YELLOW Mr 0-098 OR GREATER DENSITY. II4 3 63.33 12&00 00.00 120.0 B:THE THICMMS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8 c m ALUMINUM SHALL BE 0063-T&STEEL SHALL BE Fp-36 KSI MIN, J6' 4 1S3.3S 120.00 80.00 120.0 f0:WOOD SUCItS(BY OTHER6)SFiAIJ.BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS gg, 46• JB' 6 4 63.33 120.00 8000 120.0 TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. K. 11.-ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED(BY OTHERS) Q eo° 7 83,33 98.80 80.00 98.90 AS SPECIFIED IN SECTION 20039.4 OF THE 2010 FRO. t6�U 7a• 8 83.33 88.80 80.00 89.SO JB° 4 83.33 1100.40180.00 1100.40 GLAM gel 48• 18° 6 0 83.33 93.90 50.00 93.90 0.340°OVERALL LAMINATED GLASS USING TWO LRES OF 1. 7 83.33 87.00 80.00 87.00 0.128°HEAT STRENGTHENED GLASS WITH A 0.080°WERLAYER 3 dd FILM DUPOW BUTACITE WS,BETWEEN THE TWO UTES OF CLASS. )a` S 83.33 74.30 174.30 1 74.30 LAMINATED BY TECNOGt/SS. PLRODUCtRIXYMM u 4 63.33 90.00 80.00 90.00 Oam I4eW0�wf WePW7Ma MMINO No. k !8 HS08-01 49° 8 7 63.33 87.00 50.0 87.00 DAM 03-14-08 m° 7 83.33 WAG 80.0 83.40 72' 8 83.33 87.80 87.80 8790 FLd Y. �qj.3 9HEMT 1 OF 7 DMON PRE98TTRES CHART.PSP �L GLASS 10� m $008fd08 HEAT STRENGITHENED LAMMATED BRACT � 1746 W.Ud PNu WINDOW ANCHOR ROSBTC.ANB PROCPBCPTON memo.Imam iO11 D16ffiNB[ON BCdlEDOLB 13N0'C SSQWSSU p� PER 13(4'STILL 3'BII.L WDTH HEIOFTT iNI.A "o W. W. EXI'. W. 10 C: T4• W 3/3• 11 6 83.33 90.00 80.00 80.00 ML FALSE MUNTINS(SURFACE APPLIED) 7b' 00 3/3' 91 8 83.33 80.00 80.00 80.00 JJJ______... B MAY BE USED SP 8 8133 80.00 80.00 80-0 3 1 8° 71 �+ ILT t/4• 41' B 9 83.33 80.00 80.00 90.OD MA)L 7Y 15 63.33 86.20 80.00 86.20 MAX. WINDOW WIDTH .79" 48' 11 7 $3,33 80.E 80.00 SO.00 4r 7 63.33 110.00 80.00 80-0 TYPICAL ELEVATION(XO) 83.33 90.00 80.00 80.00 OEN�,LNOM 7Y 11 83.33 90.00 80.00 90.00 1:THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBO. 'e7 2.-CONFlOURATIDNS OX AND XO. 3.-SHUTTERS ARE NOT REQUIRED, FFFSSS771 BY USE 4.-FOR NUMBER N�UM�BBER OF ANCHORS FOR EACH�UNINIpT SIZE REFER TO DDESIONN�pPRESSSUREESp CHART. 8. WFOR A�Ff�Cji.;&- W�W S��MIM4pI D�IA�M.ULTW�.1 OPM�O FOR ATTACCHHMEM INTO METAL USE 1/4°DW4.OWE 8 SHEET METAL SCREWS WITH 1'MIN.MOE DISTANCE. 8.-CONCRETE STRENGTH fc-334100 0 MIN„CMU PER ASTM COO.FILLED CMU fm-2.000 PSI MIN. 7.-USE NON SHRINK NON METAWC GROUT 3 KSI MIN.AS REQUIRED. 8.-WOOD HOST STRUCTURE SHALL BE"SOUTHERN YELLOW PINE"0-0.88 OR GREATER DENSITY. S.-THE TFOCIGJES3 OF 1T,E STEEI/ALUMINUM HOST STRUCTURE SHALT.BE NO LESS THAN 1/8•. e ALUMINUM SHALL BE 8083-T8.STEEI.SHALT.BE Fy.38 KSI MIN. 10.-WOQO BUCKS(BY OTHERS)SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS gg. TO THE STRUCTURE AND SHALT. APpROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. C 11.-ALUMINUM IN CONTACT WITH DIS383LAR MATERIALS SHALL BE PROTECTED(BY OTHERS) AS SPECIFIED IN SECTION 20033.4 OF THE 2010 FRO. n I ABSt 0.1 0'OVERALL LAMINATED OLA53 USING TWO W I TE OF FILM FIEAT STRENGTHENED GLASS WRF1 A NO LI INTE F MA FILM TEG B BECNOE W8,BETWEEN 1FIE 1W0 LGES OF GLASS. L418NATED BY TECNOOLASS... B�eNy,uab�em�Fldae No. Aaep>�oe •Q$7a 6 HSO8-01 W&_QA=H-o9 8T $r12�lzt. SOAUD FRAN S!. .PFiH - pq Fl, � J 9xeET a of 7 nn.me.e t , 12 13 y 15 18 sadhe WONS 20 mnhd*hz 1715®.34d Fb W.WX FWAI 3IDt1 5 21 Fme(336)eP5+b/iB 14 444 19 a WINDOW WIDTH HORIZONTAL SECTION Q pg&� R1 20 5 Q 5 �.J 5 O 18 t 3 5 (2)2° 2 18 3 + VERTICAL SECTION $ (2)2°HOLFS 2 °' WITH SILL MSER C tl VERTICAL SECTION " Q3 0RAWM ft HS08-01 oa1D az-ts-� IMP.--.. &IEET 3 W'7 3 fli ill tit'. MATMALLTST MATMUAL LIST ;, 51HwI1Gf0 i�IHdOwB EtonWac4HiHg I� f 3xi p RM Pm(.m0�8-Oi/8 Ry FFF t� gS4 d PRODULTBSV1S10) I4d8YUa�mWPitmwihaePN61i DRAYtla70 f9i. •�li-i'It-. SGLBt 1 Y�Y �BEfFE3 BHFEf 4 OP 7 99Dti PASTi BSOa OH8CII7PBa7 YAH1aUAL _.9..... 'FRA4H 18hD 8003-m 2 BW-0f0 9 FPAYE BHl 80113-Ts 3 sPaiwsf t MsERT tBrtat eoa7-m a sw-ota s auDl6r tayegTroM RAH. aoes-m 0 BNryQiO AS FM SEld+PILE FELT 6 ekaiiw a wrw¢ eRA4B 0 Ay-0/7 9 110VROD YEH11N0 RAH. 8083-m 90 81MK0111 9 FD1H0 11EFT610 BAH. 808J-m Ii AS AB 1� A9�AfBI.Y Bt)REwB /8%1'8f1a 1a SW-01J 1 .IFIR TO Ii®ti PARTi BSOD. DeBfatID910N 1NATEBLV. 13 SW-010 1 MOVWO lilOE EFII. 8003-m 14 8w3II81 AS(� wEA1HER B1PoP BULB VHHYL m sw-M7 A9 RQD sitar SwC 18 Bw-Sto a/sfu REfuasatm FILTER Paw 17 Bw40771 1 50.1.PISER 8083-m to �f-014 1 JNdB TO Ptlt80 PANEL 8083-m 18 - RQD 6HJCONB PEO.-856 OR 84NAR � 8w-101 ROB WPAQt OLAi1N0 BEAD 808%-m 21 gw-87L 1 3/B'X 3/4 PW BNt BfEEI. 22 8w-A8 4 YONNO PAN0. BaBJ-m Ii®ti PARTi BSOD. DeBfatID910N 1NATEBLV. 13 SW-010 1 MOVWO lilOE EFII. 8003-m 14 8w3II81 AS(� wEA1HER B1PoP BULB VHHYL m sw-M7 A9 RQD sitar SwC 18 Bw-Sto a/sfu REfuasatm FILTER Paw 17 Bw40771 1 50.1.PISER 8083-m to �f-014 1 JNdB TO Ptlt80 PANEL 8083-m 18 - RQD 6HJCONB PEO.-856 OR 84NAR � 8w-101 ROB WPAQt OLAi1N0 BEAD 808%-m 21 gw-87L 1 3/B'X 3/4 PW BNt BfEEI. 22 8w-A8 4 A49ENBLY SCRBBS 0.814� a.?� t IL y,e� 6AB0 , F.�•- T-To.080 g � r t °ter � 'm° � ._J.. rata M o1Am�aEAD FOtEO.YHEBNO RAa fio&�i-fry61 YoYMO MEH70t0 RAH. ors JAYS m POLED PANEI. 8983°-im PRAYS JAYS YoYXO PA%R �4-0s-'i6 g0�83..f.788 a 40� 1.7e4 f.Hjw sore � s.°ex R"* amII , amo 0210 1- FRAME MEAD ID61 SHJ. ��t08 YOVeS10�SpIDEg RAIL 80&7-T6 SILL Po�R 6�D-�mT IYBEftT TRACK ew-mat &IOER TOP MIO fi07f0Y RAR 8883-m Tab , J/4'U]MCON 1 1/r'MPL KWMM INTO WOW. 2 1/2'MIN. 2 1/2°MIN. (FOR MM ANCHOR SPACRIO AND NU1�N OF ANCHORS _ "' 1/4'ULTRACON 1 1/4'MIN.asomENT INTO MAmw EFER TO ELEVmas AND On=PRESSURB CHARTS THROUGH 1 NN WOOD RutaT. ON SHEETS i OF 7 AND a M 7) (FOR MNC AI=OR SPAONO MID NUMBER OF ANCHORS TYPIGL FOR NW. .. ;. REFER TO EMAMONS AND DESION PRESSURE CHARTS M.• T Y•.• ON SHEETS 1 OF 7 AND 2 OF 7) $VTBYLM WIO(IDWS • tYPIGL FOR HEM. a BY WOOD SUCK BY OTHERS. Imo,IOC. IdW HE PROPERLY ATIACM YO TIOWSFER IDA2IN0 MTEM LOADS I R O TO THE STRUCTURE.SHALL W APPROVED DY RS CFFIIAL PRIOR To � UDDI gjg..p WW WW VWAMATIW. 4p� 9 TRRaO BY . {..`. MTRANS IS W E FER OIAZINGY ASYSTEM IAMM LOADS 70 BY 1IL STRUCTURE.SHAI.R APPROVED BY Slat Sntt OFFICIAL PRIOR TO WINDOW WSI'A.WIDN. DBTAILA OSTRICH AITACEIdENT70MASONRY ATTACHMENTTO WOOD � PW�4j 1/4'SMS THROUGH META (FOR WX ANCHOR SPACING AND NUMBER VVViii p t� OF ANCHORS REFER TO ELEWAOIONS AND TFW31 C1 DOM PtaMW CHARTS ON SFIEE73 1/4'SMS lHRM0N META, 1. 1 IC 4 FOR 2 .4). O MAN.ANCH01/SPACING ANO NUMS[R TYPDAI.FINi HEAD. ANCHORS REFER TO M2WTNOW AND MIN. mWlt-ODE COIMIY APRINED DO=PRmam AMTS ON SHEITTS _—�MUWORN.(ulW SEPANTE APPROVAL) TYPM HEAD. ,N Q iY DBTAB.0 DETAIL C1 - ATTACFDdHNT70MBTALSMUCIIIRB ATTACHM@NT TO MULLION ORAFONO Na (S1EEL OR AUAC 1/9'MIN.TMCIWESS) s HST-41 �' DATEt9,Y14-m TYPICAL HEAD SEMONS s-Ta_1W sCA t '®1• FRANWSCO� 81ffEf 8 OF 7 I��lill muftwn a 110 9.&W Pl�w c rudo+ imt(MNUeRB-6118 • .: ;FT�. •` r•, 3/4'YA1L NON-SFIWM(NSIIII • e .> n. ON I.SY 9008 MJtlt •'�4 S ST 9000 OP B!TRIM. 0 �,� — .[n. � Ii_--,�-�e'e�.�P •,1,, r a.. MIST Bfi PROPEIO.Y ATf TO •:d'' \fie. » a', 'r'• � '. e * • -TRAMPER al"m SYSTm LORDS V7 'r a II ". • TO THE SI IADIURF.SHALL W Y+PROW.D .4 e• SY SUIL"Offlax PRnR TO QQ y',•, :.e'' 2//a"MW. —2 1/2°MW. rrowD9 INICAUA710% 2 1/2°MIN. 2 1/2'MIN. V. ANCHOR'S�ACOW AgFR ULTRA=I 9/4'U17RACON 1 1/P MIL EImEOILLNT OF ANCHORS REFER TO ELEVAT ONN AND Wro MA9oNRr THROUGH 1°By MooG eucN C7 wQR N�ONSOMR,THROUGH J*WC GROUP DESIGN PRE33WE CHARTS VA SHEETS 9/4'UUitAfbM 1 1/4°MM.EM®FOMENT Wf0 W1RIR-0R`/ (FOR MAN.ANDFODfl SPACOKi AND NUMBER 1 OF T AND R OF 7). (FOR MAX ANCHOfl BPACORi AND NUMBER OF ANCHORS Oi ANCH REFER TO LIEYATN,NS ANO 7YPICY.FOR SILL FV•li REFER TO FIEVATION3 ANO OE.4@DN PRk7SliRE CHARM DESIGN PF93M E CHARTS ON SHEEIS {L) TY SHEETS 1 OF T ONLY. Z 7) 1 OF L AND 2 OF T). TN SH FOR SILL OF ONLY. 1YPICAL FOR SILL ONLY. DETAIL D MAILS DKIWILF ATTACHMPNTTOPRH•CASTBRb ATTACFAM6NT70M/SONRY ATTACERM&NTIO WOOD 77 UPI r � _� (UNDER PRPATE�MPROIAL) I II /4'So THROUGH MEW.. 1° i/4°9M8 THROUGH YETA4 N PR(FOR MAX.ANCHOR SPACW AND NUMBER ML (FOR MAN.H OVOR AIRTALO AND NUMBER Ei A REFER TO ELEVATIONS AND 6F ANCHORS REFER TO ELEVATIONS AND ld I OF PRE8 2 O OWNS ON SHUTS DESIGN PRESURE CRAM ON S IMS 1 OFT FOR 2 OF 7). TYPIFY.FOR 2 i. »• �I OF 7 AND PSTAILG TYPIGN.FOR SW. DETAIL(I Y .Pl ddR DRA%TNO Na ATTACHMENTTO MRTAL STEWTURR ATTACH KONT TO MULLION HSQS—Ut (SUIL OR ALUM.1/9'MOT.TWISOM) (STEEL OR ALUM.I/S'ION.THIman) � ' OAYEtt TYPICAL SILL SECTIONS 2-4%4 PHERj,a SHFEf S OF 9 . Illl:l iit ittl a s z '/$'MAX E BY WOOD BUCK @/OTHEIffi, am SPACE MUST BE PROPERLY ATTACHED TO TRANSFER GAZING SYSTEM LOMB TO THE SIRUCRML SHALL BE APPROVED SHDJ SPACE BY 81AIWAM OFFICIAL PRIOR TO WINDOW INSIMARMON. -dm•• . . 1/g•11TRMON 11/2°YIN.PDSiTPAYM DSO WODO. IIWtldDCIUt IAC. CbOFFFOi YNL ANCkRIR SP'; AND MIYBER 1 W. AN PRE REFER TO ELEVATIONS AND m THROUGH OFSMN PRF88VIRI CK4MS ON SWEETS 1/4'MAK.ANOIOH SPACING MID NWBER 1 OF 7 AND R MI 7). ANCHORS REFER TO ELMONS*AND Fmt(ECSJ898-61fS 1/4'1'APCONB 1 1/4`lYM EYSEDIIENF TYPICAL FOR JAMBL DE&OY PRESSURE CHARTS ON SfIFEiB Do MA8ORY THROUGH 1'SY WOOD BUCK 1 OF 7 AND 2 OF�. ti OR NON SM MC NON MEFAWC DRAT DETAIL 7YPIG41.FOR JAYSL 0 (FOR WK ANOMR SPAONO AND NUMBER y� 'j •. bP ANCHORS REFER TO ELEVATIONS AND ATTACf1NffiNTTO WAD C% i� DESIGN PRESSURE CHARTS ON SHEETS '. 1 OF AND Z OF 7} P• TYPICAL FOR dAYBS DIREAILJ H DRTAA.H ATT( C@TOMYDMB S Ur �aii ATTACFAffiNTTDMA90HILY GLAMG MAM G.OSC`DUpGNT SUTAOIE PM O 9 °NEAt 1/B`�� OF 9/4•SRLS 1FBi0lMIR METAL SIREN O F YAK ANCHOR SPACING AND MAND 8F P RS REFER 7O ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEflB TYPICAL FOR JAS O/8`OIA38 BRE TTDgCAL) MULLION SEPARATE JAL) 8MUCONE 895 OR MAN r=� II II 1 I 'I II O aFffOA oy4RALI. A O.O D1TE'RLA�M Fl MDIIDONT .NERYEEM THE TWO LITES OF GLASS. I LAYiNATED BY TTiCN0OAS8. ATTACHMM TT0 KULt=S DSfAM y� wbh4m lodJa OWNERS Na HS08—Qt 4 Dare,DS,4 OS TYPICAL JAMB SBCTIONS M IAM 1-�E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINYSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamldade.gov/geral Sunshine Windows Manufacturing,Inc. _ 1745 W 33'd Place Hialeah,FL 33012 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 Miaini-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Clipped,Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT:Drawing No.SW-01-07 titled"Aluminum Tube Mullion,99 sheets 1 through 7 of 7,dated 09130/05,prepared by manufacturer,signed and sealed by Francisco Hernandez,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, 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: 'Th6 NOA number preceded by the words Miami-bade County; Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the Job site at the request of the Building Official. This NOA renews NOA 0 06-0214.02 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. IAM!•DADE COUis'rY NOA No.12-0201.01 �Naalul p■ Expiration Date: January 25,2013 Approval Date: February 09,2012 Page 1 Sunshine Windows Manufacturing,-Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SW-01-07, Sheets I through 7 of 7,titled"Aluminum Tube Mullion", dated 09130/05,prepared by manufacturer,signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. 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 aluminum single hung windows mulled together,prepared by Fenestration Testing Laboratory, Inc.Test Report No. FTL-2680,dated 06/29/00,signed and sealed by Aldo P. Gonzalez,P.E. (Submitted Under NOA 01-1226.14) C. CALCULATIONS 1. Anchor Calculations and structural analysis,complying with FBC-2007 and FBC- 2010,prepared by manufacturer,dated 09/30105,revised on 01115/07,and updated on 12/10/11,signed and sealed by Francisco Hernandez,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None, F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2007 and FBC-2010,dated December 10,2011,signed and sealed by Francisco Hernandez,P.E. 2. Statement letter of no financial interest,dated January 15,2007, signed and sealed Francisco Hernandez,P.E. 3. Letter from manufacturer dated 12/19/11,requesting a 1-year renewal to allow time to perform required,additional testing,signed by Noel Martinez,Assistant Manger G. OTHER 1. Notice of Acceptance No. 06-0214.02,issued to Sunshine Windows Manufacturing, Inc.for their Aluminum Tube Mullion—L.M.T.,approved on 02/22/07 and expiring on 01/25/12. 2. One year approval, subjected to successful verification test,the final approval will be issued for the balance of a total of 5 years. Manu7Eampluer .E. Product Cant O N A N01,01 Expiration Date: January 25,2013 Approval Date* February 09,2012 E- 1 Irm cLazwc urlrc.BEE NOTE i OF GENERAL NOTES IF � � a a w — GLAZING UNIT.SEE NOTE 9 � F 31*41 OF GENERAL NOTES M IR 1; HLJ I—=—I f----1 r Tl�u s• VERTICAL VERTICAL HORMOWAL O MULLION APPLICATIONS PROCEDM FOR MULLION SELECTION ORNERAL NOTES; 1.DETERMINE DESIGN PRESSURE BY COMPUTING THE WIND 1.MULL10N5 SHALL BE USED ALONG WITH MIAMI DADE LOAD IN PSF ON MULLION AS PER FLORIDA BUILDING CODE. APPROVED GLAZING UNITS. 2.USE TABLES ON SHEETS No.2 AND 3 TO DETERMINE 2.TUBE MATUM SHALL BE ALUMINUM ALLOY 8083—TB. THE MULLION SIZE REQUIRED TO ACHIEVE THE DESIGN 3.FOR DETAILS OF ATTACHMENT BETWEEN MULLION AND PRESSURE. STRUCTURE REFER TO SHEETS N0.8 AND 8 OF THIS tewm ^RF 3.USE TABLES ON SHEET No.k TO DETERMINE THE TYPE PRODUCT APPROVAL - OF CONNECTION BETWEEN MULLION AND STRUCTURE REQUIRED 4.DESIGN PRESSURES SHOWN BU GRAPHS ARE BASED ONLY ON onn9-30-0e TO ACHIEVE THE DESIGN PRESSURE TUBE STRENGTH.NO CONTRIBUTION OF ATTACHED GLAZING UNITS aamt `m1" ARE CONSIDERED. tma� owoucronam" wftw ft ai Mwl� BYHY rtt�n emi ! buds W-01-07 num �n ova SHEET 1 OF 7 , mmag WIN= WI m go Wilm "I= Imm 03 Wim Mm =90 Wlm Mw MCI Wim 101123 Mm Mm =90 mcm "Im Wim Mm Mm 10111111 M Mm WI WI =90 Mm WI Mm Mm Mm Wim Mm Wim 101123 Mm mgm Mm Mm WILO Mm WI m WI m mm Wlcm mm Mm Mm mm WIC3 mm Mm WILU mm "m mm Mm WIIZA mm mci mm ME2 mm WICA mm no 7` r,+ KR® 0M IMMIM DO KALM SAM �10 =9 = ® Ei`i �, RMEM SAM' KMM ��(7� XMIM ©M MACM MAKM Imago KZCM IMARM KMM KNIM UMM 11MIM 113M KNIM UMM UNKM 11MIM =03 m RMCM MA Q® MAL IM Imago MALO 1=92 1131M Om DO 113M KMM 00 00 0C DO UNIM =�7�02 KM� Y� no 7` r,+ ' SAR2 KAM KAKM Sam KMI KA11lflll� KM1M =90 XMIM ��(7� KXCU MAI 00 DA Q90 MEM KAL2 113M =9 = QM Y1I =03 K 1129zl Q® MAL K KEM XMIM KZM 090 DO KMC3 KNIM! K31M MAC3 KMKM SAM NX® SAM 7` r,+ k r i , 00 QYYi Q� �nr' 0 Q 00 mew O�TrR 00 =in ©® © ®'I oC3 owl MCI oL III of ANCHOR TYPE"A" ANCHOR TYPE"B" ANCHOR TYPE"C" Bum 11 REm Ymam 'k na,L X8d ft- BY aBr2' By xom / Y x i _ eer1'Br�m // a miens �, {�FA (%)E6 ANNE (�iA ASxxE ' 4' 4 e' P P X r A2U8.nSBE 9•x r,t°x 4° „ Y X 4•m ffi'%ELALUIL TUBE xY4%6'Niul.lUi OFp 4 4 4 ^ B SA Bw4 f t/2 106 EI�DYENI ^ 40 wow mi i1r T m i i/r ewt ^ yA X,Y x'/g' DDO 8000 OR t//'TAPCOtd4 5 1/4'id. annuENf Mo CONCRM(2)PER ANNE 2 ef6/101F DMIA xf WO C0 (1)PER MU Y x x 1 A�A4Sry,ANNE 0�pR �(B �14N'I,y�MaE e(2)M u E 14 FA Af✓ME 10� a 5 f4f$ 8'4 WAM ORh%Z• 8 P;M M 8'WLLpR ZL AMU P06 AM z ® z 114 UM 1 W MIL"wow e1p1m=MID ammr,(1)PER ANMB 1 i/Y Ti -- - -'---- 4 /14 us,1 1/2°YPL EY<mNENf 1�, on Yom OR f/4°of=1 5/4.101. -5 1/2• I%AM E4BOW MM COKWF,(2)PER AM 5/Y /54 SY8 KOM 1/4•W ® (2) Mffi EA,ADZE 1-%Q A&APPIMwE OR (2)m ou oeom ro F HMQDM o0A0NB, —,vPL ANNE 1-•W=W=If MHW Low m Ta Smimm �T REVmm er Sxw82o mPx2N. �'�'�'�' ^; �> 'o i' +I<• VVERM MM=MWE mamioN"7� OrrY BYH� • .o ,. awm N4 mil"i7oNe g� MWmm dm NOTE ski g '° zca W 01-07 • M of 2 5 a W TO EDGE RAMA s SHEET R t 0IM3 5 qF 7 DWAILOVATPACRdffiWPU PHECA918bL - " , b ^ ANCHOR TYPE"A" ANCHOR TYPE"B" ANCHORTM"C" snow wwm 4y 0mr's A cum NM V CUP- 4 Alm am- ALUU alt 7&" WL am" MK asshm Ila LM FOR r AM 77 7 Nam$ "N' mm a Ir ma ME mum of MINUM", SHEET ~ -` w C A41 A®1 A41 A4I A41 Ail I I 1 I I 1 I 2° I I 2• I I 3° 1 "a 1 I 1 I I I B/8n 5 81 I5/° 5 8"I 18° 1 18 5/ 18° 5/� 1 8" I (D ® I ® � I Ig} � I I � ® I I ® � I I � ® I � I I 8"7/8"7/8"/� I g•15/16" 161X16 5 " I I I 1 8n7 J8n 7/8° /� Mal N I I I I I 1 pill A t 1 A41 °u"CLIP(rmcA) .A41 A41 A41 A41 75" 1.125" 1.750° 1.125" °U°CUP A4" .094" �c— L= 75' ry 1.219' RF SEMON A•A ALUMMVUM"U"CLIP FOR 1"WIDE TUHIKS "W CLIP FOR 1"WIDE TUBES "V"CLIP FOR 2"WIDE TUM nmbwxr a.a�wn_----- �d DRAW M. DETAILS OF MULLION TO MULLION CONNECTIONS W-01-0 FOR I"WIDE TUBES SHEET p noamw va I b4�} 7 OF 7 MAR/13/2013/WED 12:25 PM FAX No, P, 001/004 s March 13,2013 Vivia na/Arlenis/Norm Miami Shores Village Hall Building Department Fax(305)756-8972 i a Re: Master Permit 12-771 1077 NE 96 St, Miami Shores, FL 33138 Dear Viviana,Arlenis or Norm, This past Monday March 11,2013 the contractor we had on record,Saad Homes Inc.,failed to meet a third deadline after 13 months lapsed for a project that should have taken three months.All work by Saad Homes and their subcontractors ceased on March 11,2013. Please do not allow Saad Homes or any of the subcontractors to request,see or alter anything filed with you under our permits.Also,do not let these same parties schedule any inspections. We will be delivering to you the green cards of the certified mailings sent to Saad and the three subcontractors for which there are open permits including plumbing,mechanical and electrical. These certified mailings communicate to them that they are to cease work. In the meantime,please find attached the communications sent to Saad. Thank you Denise Fernandez and Danny Suniga 305-798-1230 1077 NE 96 St Miami Shores, FL,33138 MAR/13/2013/WED 12;26 PM FAX No, P, 002/004 March 13,2013 Saad Construction,Inc. 18601 Wentworth Drive Hialeah,FL 33015 Re.,Request for Product Approvals for incomplete work at 1077 NE 96 St.,Miami Shares,FL 33138 Dear Angel Saad and Abraham Saad, The enclosed documents Include the letter that was emailed to you this past Monday, March 11 along with the email date and time. We are requesting that you give us the four original copies of the product approvals for the following: 1. French doors 2. fixed windows 3. sliding windows 4. mullions If you do not want to mail them to us,either my husband, Daniel Suniga,or myself can personally pick up these four approvals. Denise Fernandez Property Owner 1077 NE 96 St., Miami Shores, FL 33138 CC: Dean Xenick, Esq.via email to dtx @bciclaw.com MAR/13/2013/WED 12: 27 PM FAX No, P, 004/004 March 11,2013 Saad Construction, Inc. 15601 Wentworth Drive Hialeah, FL 33015 Re:Cease Incomplete work at 1077 NE 96 5t.,Miami Shores,FL 33138 Dear Angel Saad and Abraham Saad, We have finally run out of time,goodwill and patience. Today you failed to meet the third deadline we have set with you since you deposited our initial check on February 23,2012. Both the revised agreement and the one month extension are expired. There is a considerable amount of work remaining to be done in order to finish this project. We will not be extending the deadline and forbid you from performing any more work on our property. We have demonstrable written records of the frustrating 13 months we experienced as your client. Such past communications(emails,texts, letters and faxes) detail your short comings In chronological order as we continually complained of your lack of progress. We are extremely upset that the project is nowhere near completion and that we will have to incur extra casts in finishing It with another contractor and architect. Consider the matter closed and not open for discussion. Denise Fernandez Property Owner 1077 NE 96 St., Miami Shores,FL 33138 CC: Dean Xeniek, Esq.via email to dtx @bciclaw.com Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-205116 Permit Number: RC-5-12-771 Scheduled Inspection Date: December 30,2013 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Building Owner: FERNANDEZ, DENISE Work Classification: Alteration Job Address: 1077 NE 96 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060143680 Project: <NONE> Contractor: HOME OWNER Building Department Comments REMOVE AND REPLACE WINDOW REMODEL Infractio Passed Comments BATHROOM AND NEW CLOSET INSPECTOR COMMENTS False AS PER LETTER FROM HOME OWNER, PERMIT ON HOLD UNTIL CHANGE OF CONTRACTOR IS APPROVED. NO FURTHER INSPECTIONS OR ACTIVITY IN THE PERMIT 3/15/13 Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 27,2013 For Inspections please call: (305)762-4949 Page 27 of 28 �. •.<. TION ON COMPLETE` • COMPLETE i s Complete Items 1,2,and 3.Also complete A Signature 0 Age item 4 if Restricted Delivery Is desired. 0 Addressee j ■ Print your name and address on the reverse C. Date f Delivery j so that we Can return the card to you. B. Received by(Printed Name) i��t ■ Attach this card to the back of the mailpiece, Y •nom ( 'Jva� or on the front If space permits. D. Is delivery address different from Item 1? 0 Yes 1. Article Addressed to: If YES,enter delivery address below: 0 No i le r>v �(t&k` it L s, —7 ` ee i 31 D C�TIM r Mall 0 Rei Mall II I ❑Return Receipt for Merchandise � 0 Insured Mail 0 C.O.D. 4. Restricted Delivery?Xkba Fee) 0 Yes I 2. ArecleNumber 7012 2210 0002 1637 7579 (rransferfrom service kben 102595-02-M-1540 PS For,3811,February 2004 Domestic Return Receipt SECTION C�MpLETE THIS DELIVERY, s s • . and 3.Also Complete A Signature F ,ag ■ Completp iis>�,2, '� ent � Item 4 if R Delivery is desired. X 0 Addressee ■ Print your taie, nd address on the reverse "%D of slivery so that we'dah rim the card to you. g, Re by(Printed Name)■ Attach this card-toAhe back of the mailpiece, {or on the front if space permits. p, Is delivery address different from ReYes 1. Artic"dressed to: If YES,enter delivery address below: 0 No C=X J, s fin 01-4>11 J 0 senjoce i � °y C T 5 ertified Mail ❑Express Mall p RegMW d ❑Return Receipt for Merchandise 0 Insured Mail 0 C.O.D. 4. Restricted Delivery?Pft Fee) 0 Yes i 2. Article Number I (lliota umber service labei 7012 2210 0002 1637 7562 Domestic Return Receipt 102595 o2-M lsao PS Form 3811,February 2004 _ Miami Shores Village ` Building Department - 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 h�� Tel: (305)795.2204 Fax: (305)756.8972 1 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 l Z�s BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: &�. — ME 9(0 S City: Miami Shores County: Miami Dade Zip: �� Folio/Parcel#: a Is the Building Historically Designated:Yes NO t l Flood Zone: OWNER:Name(Fee Simple Titleholder): �. 1�t�� ` Phone#: 13— Address City: State: Zip: Tenantaxssee Name: Phone#: Email: kArNQk.;)- C/3yr CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer. Phone#: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑Additio ❑Alteration ❑ ew ❑Repair/Replace ❑Demolition Description of Work: clw Color thru d1e: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ n TOTAL FEE NOW DUE$ L.' Bonding Company's Name(if applicable) Bonding Company's Address a 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 inspec l not be approved and a reinspection fee will be charged. Signature Signature Owner or Age Contracto The foregoing instrument was acknow a efore me this The foregoing instrument was acknowl b ore me this day of ��L,20 )3,by �t Srq 62�WL&y of ,20 by who is personally known to me or who has produced 0 who is personally known to me or who has produced uao�r�trtr As identification and wl Q44 to t htrrr, as identification and who did take an oath. , NOTARY PUBLIC: �` `N ��°` NOTARY PUBLIC: �`O,,' Did••. CD Sign: ——� �� G®,6 = Sign: Print: �'` ..� Print: My Commission Expires: ��i,40R IrD'N ,,\\`� My Commission Expires: APPROVED BY �� / C�•C� Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10 12009XRevised 3/15/09)(Revised 7/10/2007) � ° y► Miami Shores Village Building Department .�. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMEN7 NAME: i(.� 1 DATE: ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the taws of the State of Florida,RS 489.103(7). And I have read and understood the following disclosure statement,which entitles me to work as my own contractor,I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease:If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers' compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. !understand that building permits are not required to be signets by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial�� 3. 1 understand that as an owner builder,I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her nam teed of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or ` n rs on permits and contracts. Initial 4. 1 understand that I may build or improve-'a one family,ortwo-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved for sale or lease. If a building or residence that I have built or subs 'ally Improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I b rft,or ubs Ily improved it for sale or lease,which violates the exemption. Initial 5. 1 understand that,as the owner-builder,l must provide direct,onside supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law by cou or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may bg held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees wtiile s working on my property.My homeowner's insurance may not provide coverage for those injuries. I am willfully actin an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my props Initial ivE 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building,who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial:Oze 9. 1 agreathat,as the party legally and financially responsible for this proposed construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States.Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or h :/Avww.m loddelicense.com/db r/ro/ilbfi d® hbnl Initial 11. 1 am aware of,and consent to,an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the pro construction activity at the following address: 1?1--�- _ Wt ( j 33%3 Initial 12. I agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the info on that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court It is also important for you to understand that if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be Issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permtL A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of L— 20 ` 9 Y , �--- By� �� r `�who was personally known to me or who has used there License or l s id entificai�4� ,r„„ � O ' /n,iuiM i S�oRES D� Miami shores Village "" Building Department 10050 N.E.2nd Avenue RmA Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR 1 ARCHITECT Permit N.1 — Owner's Name(Fee Simple Title Holder): Phone#: Owner' Address: 0 (o City: ® State : FE Zip Code3 3I3 Job Address(Of where work is being done): 1014 NE5 0)(c, City: Miami Shores State:—Florida Zip Code: Contractor's Company Name: _ Phone#:_3%-- Address: 10 t Ai City: L4Aafks State: Zip Code: Qualifier's Name : Lic. Number: Architect/Engineer of Record Name: Phone#: Address: City: State: Zip Code: Describe Work: U"r CLN!'n ISC4 q1 , W CAO)' _� + VCaF--e I hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal ' Ivement. Signature Signature ownerorAgent Contractor orArchitec The foregoing instrument was ak a ed before me The foregoing instrument was akno ge before me this day of (A QC this day of .20 Who is personally known to me or who has produced who is personally known to me or who has produced ® as indentification. as indentification. ��N%%%11N 11111// Notary P 'c: Notary`� �®� A rte�� Public: Sign: �K, �:o Sign: Seal: Seal: p . .. � '/11111111110" i w a COMPLETEs SECTION CO ON ON 0 Carnplete C#ems 1,2,.'and 3.-Also cornplei� � nature fEerr►4,if�estrtcted 17eliver�Js desired: ❑Agent PPltft your ,-n ar►tl�addr on the reverse L7 Addressee -sa mat ws•(�zn return the card to you. S. Recety by fWnted NWO C.:Date of Delivery ■ Attach thle card to the,Hank of the rhOlptece, ! '� ct on the front in space pe"tts. D:Is deAvery address dftferent from tterh l? U Yes_ 3. Ari9016 A'ddreseed to: .. If YES,enter delivery address below f7 No Wcarti ted and ❑Ewers Mau 0 Registers ❑Rehurt Receipt for Merctia►tdtse< t insured Mall i7 C.O.D. tf�� y�`1 4' Restricted Delivery?{Extra Fee) 0 Yes f.. Al G{il� b 4�= § t..{ a7': 3A 1-1_ �,- _ -_.#- .. 'e� 2 x " • } rsre�frorn;sarvrce r 7a12 1a10 daaa 8)4-31 4147 ;RS Form 3811,February 2004 Dp iestic Rst6v R "'" J �oasss o2 M f A rn --_ a x - w USP3 P$tmtt * 'eri er Pte se rirtt your r�arrte, KI, r March 11, 2013 Saad Construction, Inc. 18601 Wentworth Drive Hialeah, FL 33015 Re:Cease incomplete work at 1077 NE 96 St., Miami Shores,FL 33138 Dear Angel Saad and Abraham Saad, We have finally run out of time,goodwill and patience. Today you failed to meet the third deadline we have set with you since you deposited our initial check on February 23, 2012. Both the revised agreement and the one month extension are expired. There is a considerable amount of work remaining to be done in order to finish this project. We will not be extending the deadline and forbid you from performing any more work on our property. We have demonstrable proof and written records of the frustrating 13 months we experienced as your client. These past communications (emails,texts, letters and faxes)detail all of your short comings in chronological order. We are extremely upset that the project is nowhere near completion and that we will have to incur extra costs in finishing it with another contractor and architect. Consider the matter closed and not open for discussion. enise Fernandez Property Owner 1077 NE 96 St., Mi mi Shore FL 33138 CC: Dean Xenick, Esq.via email to dtx @bciclaw.com March 13, 2013 Viviana/Arlenis/Norm Miami Shores Village Hall Building Department Fax(305)756-8972 Re: Master Permit 12-771 1077 NE 96 St, Miami Shores, FL 33138 Dear Viviana,Arlenis or Norm, This past Monday March 11, 2013 the contractor we had on record,Saad Homes Inc.,failed to meet a third deadline after 13 months lapsed for a project that should have taken three months.All work by Saad Homes and their subcontractors ceased on March 11,2013. Please do not allow Saad Homes or any of the subcontractors to request, see or alter anything filed with you under our permits.Also,do not let these same parties schedule any inspections. We will be delivering to you the green cards of the certified mailings sent to Saad and the three subcontractors for which there are open permits including plumbing, mechanical and electrical. These certified mailings communicate to them that they are to cease work. In the meantime, please find attached the communications sent to Saad. Thank you Denise Fernandez and Danny Suniga 305-798-1230 1077 NE 96 St Miami Shores, FL 33138 �NeuQ� V7tr�� W� 12 -77 J /A --2-5 Cl- A, r�&ANl 4-9 La (d I 0 IMIC fm A r T"7 4 Le� Ol vlrvJ plll�o p— f Iqt� A41L W- v;z* AZ4 If 6 a� C�- sew o Q �C inttN�� S' �vc E ev,1 Wl T .dip LVUL�Tlzv vrJ--- wlu- -lb oe MR .J � AH , 4 � iS f s C� SCI' ae:t y.+r �I. �Na