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PL-14-2797 (2) Miami Shores Village 7 Building Department a MAR 0 6 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 -- INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 �® BUILDING Master Permit No. � PERMIT APPLICATION Sub Permit NoRZ :?91 7 ❑BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL .,NrPLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP �jCONTRACTOR DRAWINGS JOB ADDRESS: -7 st- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1 ��r2� 7(� Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: Q�f FFE: a OWNER:Name(Fee Simple Titleholder): Di4 1 Phone#: tJ0 Address: �- r City:, 01 IIID!(43 �n State: L, Zip: ��' �✓- �i Tenant/Lessee Name: Phone#: Email: 2ILI �QCONTRACTOR:Company Name: 1.1 L� Phone#: 1 ! —0 Address: :�;71 5(uj 01. ci City: W (0i 1 State: EL_ Zip: �;?Z ws— Qualifier Name: Dwin ,4--z-- Phone#: State Certification or Registration#: 12Ei: 426 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition I-Description Qfi Work: �`Z//S.r P<-4-&J L.J Specify color of color thru tile: Submittal Fee$ Permit Fee$ E5 ' Cz CCF$ CO/CC$ Scanning Fee$-_2 " Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ ('� TOTAL FEE NOW DUE$7 CJ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day f JJA2ZL 20 115 by day of��-/L(�1�^ a20 115 by who is ersonally know to Z who i rsonall 4 wn o me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:Sign: �Lam,-. �� g Print: Print: MYOM dad„•° EXPIRES June 1,2018 Seal: �,, ira MY COMMISSION#FF127992 Seal: (407)3W-0153 Florldallot ce,cpm '•. a? r EXPIRES June 1, 2018 (407)39"163 FW Service.com ************************************************************************************************************ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village - - �'' Building Department artment JAN0111 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 l® BUILDING Master Permit No. V6 1 d PERMIT APPLICATION Sub Permit No. IT BUILDING ❑ ELECTRIC ❑ ROOFING031-REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 54- CV, City: Miami Shores County: Miami Dade Zip: ''BVI 3 S Folio/Parcel#: B� ' 3��y r®l�'®-� Is the Building Historically Designated:Yes Occupancy Type: Load: Construction Type: V oo - e: �� F j, OWNER: Name(Fee Simple Titleholder): 0 Address: �' i• � 'fi �T City: M I A-'� iS State: Zip: Tenant/Lessee Name: Phone#: Email: _+ - �C�� 4Z; �` . CONTRACTOR:Company Name: 02— CfA GvA ':3Qe-S Phone#:_� Address: ,?�b 4 2 Sim 14 st- City: I O "'L( State: Zip: -3 14� Qualifier Name: Phone#: lc -®2_�g State Certification or Registration#:cc C I'G 1`4 Certificate of Competency#: DESIGNER:Architect/Engineer: C4 � V- Phone#: �o 4 7 � Address: 440( 6Af.Wo -,--ft-yo e_�r City: X-t `Abr-I/S te: �Z- Zip: 3314 Value of Work for this Permit:$ _ 46a,-O,• o v Square/Linear Footage of Work: :%0,9 Type of Work:' '❑ Addition ® _Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: F-CEOf S (C>O 'en r- fie-XAe ✓ A'�r 0,4rlyt r_40 o-.=c e:2- '_�T ca, L5A<'r"to o o[ . Specify color of color thru tile: Cid Submittal Fee$ Permit Fee$ (� 0 CC-F$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Po • W Bond$ r, TOTAL FEE NOW DUE$ 19c`� UD (Revised02/24/2014) s Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,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. co Signature Signature WNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1,6 We day of SA'rrJ20 l '�✓ by / day of 20 ,[ by ,who is personally known to ho is personall nown to 6 me or who has produced as me or who has produced as identification and whphdltuhgg n oath. identificatiop and who did take an oath. NOTARY PUBLI �` Q,PV SAI�►trjyF��i NOTARY P K '`,Z•Q •�Mtssioni ,� r F IAASELISjEFERNAEZ6'2 _ C 92Sign: = Sign: e EE96060 0 Q Print: ,I--k` 2 1 °� £ Z Print: 13 Seal: rs%�pORLIC,SINA ��` Seal: /5 *ffi******&*•#***�k&�k#�k***�k#*�k�k****&�k*****��k+k*�****+k*�k4*�k**�k**&*�k+k***&+k��k&M�*+k��k+k&*�k*�k&*��&t******&ffi***�*****+k*� APPROVED BY ifb-� (v Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department artment JAN 31060 T5 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 - FBC20lO BUILDING Master Permit No. VC-Aq, PERMIT APPLICATION Sub Permit No. 'FU 4— F-1 —❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP N'=-� �^ CONTRACTOR DRAWINGS JOB ADDRESS: 4 X N' City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 4f; 4I />91� neV.nx,, Address: City: State: Tenant/Lessee Name: Phone#: Email: f� 7 CONTRACTOR:Company Name:- r J/� 13 /,j �Jzo Phone#: '7-7-2-O`>l� Address: -_ 1 `q`s- t� U"r O-A, City: U� State: vi Zip: 3-6) `- J Qualifier Name: L) Z Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ rG �J, Square/Linear Footage of Work: 150 ltA Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Repla'ce�❑ Demolition Description of Work: /2£�?�/Sr !�� • '��'� �G�!! Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 commencementawst be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In abs ce.of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur �� - -.__ Signature 1 ZOWN ER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20� ,by day o//f�� who is personally known to iJ who is personally known to me,or who has produced as me or who has produced as identification and who d' r1� eft identification and who did take an oath. NOTARY PUBLI P�•°�,S,�n'�N. °��.� NOTARY PUBLIC: Sign: e - Sign: Print: '> � Print: • ._ U •••• �0�� i MY COMMISSION#FF127992 1 Seal: <� LIC,STP ,e``� Seal: i�... :a.� ro►)tlllltllt� ' ad!:,` EXPIRES june 1, 2018 1 (sal)398-0153 FlaridafttaryService.eam APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) MIAMI-DADS MIAbH-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOAHC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)3I5-2590 P(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www.mlamIdadLgoYJee_on omI PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County 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 revoke, 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"CA-740"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details—LM & SM", sheets I through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 consists of this page 1 and evidence page E-1,as well as.approval document mentioned above. The submitted documentation was revie%.vpd j1Y.IVUhuelj?ergz,P.g.• . .. . . . . ... . ` NOA No.12-1218.09 MIAMI RADE COUNTY • • • • • • • • • • Expiration Date: April ll,2018 FAVR• ` . •• : • •• Approval Date: April 11,2013 . • • • ... .. • ... Pagel ••• • . . • •.• • . . . • • • • . . . . . .. .• . • . .. .. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10,dated 08/08/12,signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc.Test Report No. FTL-7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 12/07/12,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17, F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated December 10, 2012,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez,P.E. G. OTHER .. ... .. 1. None. 0.. . . . . . . .. . . . . ... . ' " 0 " ' ' Manuel er Product Control Ex mi r NOA No.12- .09 Expiration Date: April 11,2018 Approval Date: April 11,2013 .. . . .. . . . . . . .. Vie . 90 0 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. ..• . . . . . Soo 90* . . . . . . . . . .. . . .. . ... . .. . ... . . ... . . . . ... . . . . . . . . . . :0 . ... 000 . . 0.. dib•LANEGA70 711CLAMMATO GENERAL NOTES:SERIES 740 IMPACT-RESISTANTGLASS STACK GLasssrACX DE810N PRESSURE RATN4O IMPACT RATING CASEMENTWINDOW VARIES, RATED FOR LARGE WAwreALED o9v WPONT 3W ANNEALED OR •99r DuPONTSOP SEE SHEETS 6 8 MISSILE IMPACT RESISTANCE mase BUTAt97E PVB i•AT-emertDTKNeD 3MS.ANNEALED OR 1)THIS PRODUCT HAS BEEN OESKN4E0&TESTED TO COMPLY WITH THE GLASS HEAT4TRENGTHE IED REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH39 v 3g Dues VELOCITY HURRICANE ZONE(HYHZ} 37'WIDTH 1 —GLASS 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WINDSORNE DEBRIS 28.478'MAX.O.C.IF WIDTH IS 11118'GLASS BITE 11116'GLASS SITE REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 38'IN THE HVHZ.THE UNDER 33.478•(HEAD&SRL RI 3s OUTBOARD LITE(CAP)MUST TEMPERED. 4'MAK 9 3 3)FOR MASONRY APPLICATIONS IN MIAMI-0ADE COUNTY,USE ONLY MIAMI-DARE S.SEE SHEET 2 — COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR gg 60 EVALUATIONS WERE SOUTHERN PINE,ASTM CBO CONCRETE MASONRY UNITS 32 32 AND CONCRETE VATH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3.SHEET 4. 4)ALL WOOD BUCKS LESS THAN 1-1X'THICK ARE TO BE CONSIDERED 1X , GLASS TYPE 1 GLASS TYPES 2&3 INSTALLATIONS.,X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED �— \ --------- A E MAXMAfl6•Nora. � mA>�sNOR DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.1X'THILNC OR 8HEET2 GLASS STACK I __,�1 �.,-�dip SSTACK GLASS STACK GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY t I t GLASS STACK GLASS srACIL TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION \ I IWANNEALED OtA98 yi6-At�epLEpOR IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. W MAX. 711pAe•P ,DUPONT 1W AIRSPACE HEATSTREN07HENEO GLASS &)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING O.C. 1!6-ANNEMED 6UTACITS PVS WIWANN� ,bap mWONT SOP OR STUECCO,ilBSANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON \ T GLASSGLASS SMS•ANNEALEDOR TABLE SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF 89, / USE ANCHOR 38 GLASS F@ATSIRENeTlIENEDDLA89 • • THE F NSIALLATKXN A*10HOR/3.HOULD BE SEALED.OVERALL VISIBLE PAIR AT EACH •••• • SEALMGlFLASHW 9TRATEG�FOR WATER RESISTANCE INSTALLATION LIGHT rL JAMB ff • • SHALLawatOTHERS ANE 18 BEY THE SCOPE OF THESE . VER ... . SEAL . !.uu'' . HEIGHT / / HEIGHT a 37 ,1H8'CB.ASS BITE37 11116'GLASS BTi'E • 8)SHIMS AIW REQUIRED AT*Pb LOCAMON WHERE THE PRODUCT IS 3 • NOT FLUSH TO THE SUBSTRA CAPABLE OF TRANSFERRING / 70' •••• • APPLIED LOAg9•WOOD 8UCK84" MUST�SUFFICIENTLYANCHORED HEIGHT 31 32 g6 31 32 W TO RESIST aowD3�AaPosED QN T 0 0 0 0 WINDOW. GLASS TYPES 4&5 GLASS TYPES 8&7 ••• • •••• •••••• • • 7)DESIGN PRESSURES.' ••• A NECGA"SEWGN LOADS BASM40*8TRUCTURALPCYCLE TEST PRESSURE, 7AY Nm:,00 • FRAME%NALYSI8 AND GLA83PERASTM!1386. / GLASS 91Aac Trip LAMMTED B•POMTftfb iGN LOADS BAAO@NWATER TEST PRESSURE,STM=WRALI mase STACK • CYCLE TEST PRESSURE.FRAVj ANALYSIS AND GLASS PER ASTM E73W. 1 311 ANN E LECI wO GLASS 1 IW AUMPACE •••• 8)THE GE METH $F> HPVE BEEN DESIt IO RESIST THE 37V .0A0`OLIPONTsop • PONID OURM DESIGN PRESSURE THE GLASS 3M6•ANNEMM OR • 33-1 SREASE�N0, USED HN Tiff DE810N OF TLIB B 14-112'MAX O.C.IF WIDTH IS 3L Fff.AT.4TRENen1ENED • PRODUCT.THE IS LOAD DUlii(LTK�1 WAS USED FOR THE EVALUATION OF 4r MAC 33.47('&OVER(HEAD&SRL) XTUM GLASS 0000 ANCHORS WWWOOD.ANC HOQS THAT INTO CONTACT WITH OTHER F DISSIMILAR MATEWALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 30'VISIBLE �7 BURDWOOAI�OR CORROSION RESISTANCE. OPENWO(DLO) '37 1,M8'GLASS BITE 9)(REFERENCES:TEST REPORTS FTL-IM.3579.3580.3724'.ELCO ULTRACON TYP.ELEVATION OF 3 A MALUMIMINUMDE�SINMANUAA ��ANOS FOR WOOD CONSTRUCTION Ar� CASEMENT WINDOW 3, eo 32 4PM eed c+eomplynig nun am IRome TABLE 1: GLASS TYPES 8&9 Date Glace Types SheetIII ��y ILYNN �� `�'d W. U-1- Ra''�`M 1 6118•LerMd 1AG -.OBD'PVB-118 An b ( GENERAL NOTES..«.«....._..-........1 Q.: F '•.'}7 Revved 9y: Dale: RftW : 2 7118' 1(3/18 An-LOBO'SGP-3!1(An B ELEVATI�L...._.»».......»-..______.1 3 711 Lem! 18 113 SGP-3118 HS) 7 GLAZING DETNL8_._. .—1 * No.68706 4 7AY Lent 10 110'Art-7118•Alf-VS•An-09V PVB-1/8°An b ALIATtOt4 W..». — 2 nnlg Dae, W. 6 7A7'LemL 10 1/8'T-7!1('Air-118'An-.-o96 PVB- An 8 ASSEMBLY TUBE DETAILS.....—3 Daectyuwa ANCHOR SPECIFICATIONS..-.......a 313 �; GLAZING DETAILS J ROSOWSKI 6 7W L.end.IG Ir An-19"Ah-3118'An-.081r SGP-3118'An 8 ANCHOR QUANTIrtE3._ ._.. .4 ' STAIE 01 7 TAY .O(3118'An-1!4•Air-3116'H8-.096'SGP.311W HS 7 DESIGN PRESSURES........._._.....(s iO'1`SS/FLORID! ��` 1070 °N.VENICE. FFL 9275 � � 8 7W Lard.IG W T-1l4• -311(•An-.OBD'SGP-3115•An 9 ASSEMBLY DETARSIeQM._._.._10 FCASEMENT WINDOW DETAILS-LM 8L SM 08/08/12 8 7!8'Lem!.Ifl 18'T-1l4•Atr-3118'HS-.090'SGP-311W H9 7 SAA ONAL LL�� NOKOMIS.FL 34274 Sa fea/Modak swe &—ktg N.. Rav: A LrYNN i'M9.LER.P.E CERT. OF AUIH.X29298 CA-740 NTS 1 OF 10 MD-CA740-LM PJ?/68T66 • ••• • • • • •• • •• • • • •• ••• as • • • • ••• • • • • • • • • • • • • • • • • • • •• • • •- • ••• • •• • ••• • • ••• • • • • 0:0•• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE1� OPTION 4 INSTALLATION ANCHORS DISTANCE I EDGE DISTANCE OPTION INSTALLATION ANCHORS INTO 2X WOOD. CONCRETEICMU INSTALLATION ANCHORSDIRECTLY INTO METAL. PER ANCHOR TABLE 3DIRECTLY INTO MASONRY. AS BLE 3,SHEET EET 4 PER 2 EMBEDMENT REQUIREMENT BUCK WIDTH ATTACHED TO 82 TYP.ANCHOR 11C MAX 18 18 FRAME SILL 10 11 TYPE SHIM ATTACHED TO EMBEDMENT .f VENT SILL 86 13 012 STEEL ANDEDGESELF-ORILLNG 81 DISTANCE PER • 4 B 32 33 so 12 83 SMS,SEE TABLE 20 3,SHEET 4. 22 23 4 SEE TABLE 9, 7 ^ O SHEET 4. O 360 OADEAPPROVED EDGE 18 84 MUWON,ALUMINUM. X37 8 DISTANCE 38 38 STE0.FRAMING OR O L . STEEL STUD. ATTACHED TO 82 82 ATTACHED TO VENT SRL 38-37 81 FRAME JAMB[ 13 EMSEDMENT I 24 1 __ VISIBLE LIGHT WIDTH(DLO) — 3 8 83 FOR SNUBBERF REQUIREMENTS, 8 EXTERIOR RIO •• ATTACHED TO r SEE TABLE 4,SHEET 4. • L OPTIONAL ADDON WINDOW WfDTH • • a •• • VENTS • 12 FLANGE @WJ6 BILL a JAMBS HORIZONTAL SECTION A A •••• • • • • • • • • 81 11 DETAIL EGRESS SEE FORMULAS: •••• • • • • • 13-112 oA7,BELOW THEHEIGHT ' NOTES: NOTES: WIDTH WSH MNGE:WINDOW STH- t • •••••N4 10 HARD- t)USE ONLY SUBSTRATE-APPROPRIATE / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-S • VISIBLE WARE ANCHORS LISTED ON TABLE 3.SHEET 4. / COMMNATION UNITS. •••• • • ••VGHT •• •• FOLLOW EMBEDMENT AND EDGE / ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: • LIGHT • • DISTANCE LIMITS.ANY INSTALLATIONANCHORS MAY NEED TO BE ••• • ••(OLO) •••••• HEIGHT OPTKMI 8HOVVN MAYBE USED QN ANY /!� / 10'MAX. �THROUGH THE HEEIIGHT:WINDOW HEIGHT 7 • • SIDE OF THE WINDOW. / �M / WINDOW FRAMES AT 10'MAX000 • •• •••• ATTACHED — // FROM EACH SIDE OF THE FRAME • • • • 2)ALL WOOD BUCKS LESS THAN 1-12` ASSEMBLY TUBE CENTERLME. THICK ARE TO BE CONSIDERED 1X •••• •••• 0000 JAMTO BE INSTALLATIONS.IX VOW BUCKS ARE �CSEE TABLE BELOW: • • [ ® 89 OPTIONAL UNIT MAY BE INSTALLED AdOmWAmhme RKidW an malt •••• •• •• •••• • DIRECTLY TO SUBSTRATE.WOOD BUCKS —..{ �•�.— 70'MAX. ^;SEE DETAIL A2,BELOW OIN4Utl•Rm, Tube A • • • • DEPICTED AS 2X ARE 1-IIP THICK OR • • • ATTR,-Tg GREATER.IX AND 2X B/3�(VtlHEN USED) Wlndos AwAw awe° < YMkBh A B,O 8 D • VET • SHALL 8E DESIGNED TO E STRUCTURE. PROPERLY e *0004 0000 • • TRANSFER LOADS TO THE STRUCTURE. I 1r-229' 0 0 00090 • 82 WDOD BUCK DEMON AND INSTALLATION _ 23•-?B.9' 0 1 •• • 38 39 IS THE RESPONSIBILITY OF THE ENGINEER > 28N 1 1 OR ARCHITECT OF RECORD.MAXIMUM f, VMS Anahar 17 SHIM THICKNESS TO BE 1M. na. Hvw A B,C d D 20 16 18 tr- 0 DETAIL 23••2B9` 0 1 21 DETAIL82 Al A2 28•� 1 f 14arhf 6 al mato.�bdg wm 0. Date S1XWOOD R-b d W. Ootw R.VbW.' nNOA4 1 10 84 UCIMTRIP. ``��ONY LYNN yl��i��i SEE NOTE 2. �'� L,HCENSt;''4KSp 87 � THIS SHEET. =*. Radsad BY: Cute: Raviakn: lw MAX SHIM _ No.58705 EMBEDMENT CONCRETE = CROSS SECTIONS&INSTALLATION J ROSOWSKI PERANCHOR1�'•. 3 t I O STA ��` 1070 TECHNOLOGY DRNE TRW: torte REQUVU3AENT,, • :��'':!�<ORHDP ��: N.VENICE, Fl 34275 529 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 INSTALLATION OPTION 3 ONA1L1 %,,,\ ` NOKOM�FL1344274 D�.my Rw : INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B ALYt MRLEts ME IXSUCKSTRIPINTOMASONRY. Reetier� CERT. 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BOX 1529 �iC/� •........ `� NOKOWS• FL 34274 Sika Mndet Sento Sheet Drmdng No. R ��......��""" CERT.OF AUTH. #29299 CA-740 NTS 8 OF 10 MD-CA740-LM .. . . . . . ... .. . . V • . ... . . . . .. . . . .. . . . .. ... .. • ..•. . . . . . . 000 . . 000 • . • • .. • • • . • • 0 • . 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N Qa 111 (O y3, W O. 06 kn� m I m m U O � O O 'I I`O �ycNV•� l�V f taY o co 0 U U �j5�•'' •.2. d A m J Z a LL O o � U m J N {L� _ n.UJ o a Ulf I 2 � m 8 3 x X • • W $r, s�°• • • �r g � Ti �� `o m � e� � x x• • � F �aS � 'o E m m c m � Ko S '7i o � • o� �� a �tF zi OR .may.�5• • B y m s 4 6 E 7�1 am � mX s i•c e c e � x .� Xo x '��Yj Q N LL N LL N m L H f d O O of N N S 6 1L iC i6 C6 i6 h ip 9Q OR* 01 11 5 11R 1400 11 p Q f M RADE 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 ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) * ww.miamidade.sov/ncra 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 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"PW 4200/6200 Flange Frame"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.14200-6200-1201,titled"Series-4200-6200 Flange Impact Fixed Window",sheets I through 5 of 5,dated 02/21/12,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#07-05J6s02 and consists of this page 1 and evidence pages E-1,E-2, E-3,E4 and E-5,as well as approval documft me togec ago; ..• • e� : The submitted documentation was reviewed by M"k?ft * *P . .. "• NOA No.12-0307.06 u�(IAMtD/1Dtc • • • • • : • : xxpiration Date: August 22,2017 ✓71�11 ••• ••• •• .•. Approval Date: May 24,2012 Page l .. . . . . . ... .. . :.. .. • ... • . . 0 . . see . . . . . . . . . . . ... . . . ... Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1 Manufacturer's die drawings and sections. 2. Drawing No. L4200-6200-1201,titled"Series-4200-6200 Flange Frame Impact Fixed Window",sheets 1 through 5 of 5,dated 02/21/12,prepared by manufacturer,signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc,,Test Report No.HETI-12-4010,dated 03/05/12,signed and sealed by Rafael Droz-Seda,P.E. 2. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-11-3363,dated 03/05/12,signed and sealed by Rafael Droz-Seda,P.E. 3. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2614,dated 09/04/09,signed and sealed by Candido F.Font,P.E. 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 a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2613,dated 09/04/09,signed and sealed by Candido F. Font,P.E. 5. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2612,dated 09/02/09,signed and sealed by Candido F. Font,P.E. 6. Test report on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2611,dazed 09/04/09,signed and sealed by Candido F. Font,P.E. 7. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawiggs and installation diagram of a fixed window,prepared by Hurricane Engineering&Testigg; ic.,' D4 geLft o.HETI-09-2586 dated 07/10/09,signed and sealed UI+CAkdtd4 F l ootf. • - III tu Manuel Per .E. Product Control E finer •'• '�' .•. .•. NOANo.12 07.06 ..• '.: ; ; '.• 'Expiration Date: August 22,2017 ..• Approval Date: May 24,2012 E- 1 ... . . . . ... . ... . .. .. . .. 00 . ... . .. . ... . . ... . . . . ... . . . . . . . . . . . . ... . . . ... Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. Test report on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2585,dated 07/10/09,signed and sealed by Candido F. Font,P.E. 9. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc., Test Report No.HETI-09-2584,dated 07/10/09,signed and sealed by Candido F. Font,P.E. 10. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2582,dated 07/10/09,signed and sealed by Candido F. Font,P.E. 11. Test report on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-09-2581,dated 07/10/09,signed and sealed by Candido F. Font,P.E. 12. Test report on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-09-2580,dated 07/10/09,signed and sealed by Candido F. Font,P.E. 13. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along,with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2579,dated 07/10/09,signed and sealed by Candido F. Font,P.E. 14. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with market-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-03-1779,dated 01/30/03,signed and sealed by Rafael Droz-Seda,P.E. (Submitted under NOA#06-0117.02) 15. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-03-1778,dated 01/30/03,signed and sealed by Rafael Droz-Seda,P.E. (Submitted under NOA#06-0117.02) .. ... . . • . . ° •� •• .. ... .. . . . .. Manuel Perez, E. Product Control E mi r • ••• NOA No.1 .06 • : ;Expiration Date: August 22,2017 •• •• : Approval Date: May 24,2012 E!� ... .°. ° . . . ... . 1 � •• • • • • • ••• •• • • ••• • • • • •• • • • • • • • • ••• •• 000 see Go* ••• • • • • • • • • • • • • •• •• • • • • • • • • ••• • • ••• • • • • • •• •• • • • •• • ••• Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 16. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-03-1777,dated 01/30/03,signed and sealed by Rafael Droz-Seda,P.E. (Submitted under NOA#06-0117.02) 17. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-03-1776,dated 01/30/03,signed and sealed by Raphael Droz-Seda,P.E. (Submitted under NOA#06-0117.02) 18. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a full radius fixed window, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-03-1774B, dated 01/30/03,signed and sealed by Rafael Droz-Seda,P.E. (Submitted under NOA#06-0117.02) 19. 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 eyebrow fixed window, prepared by Hurricane Engineering&Testing, Inc.,Test Report No.HETI-03-1774A, dated 01/30/03,signed and sealed by Raphael Droz-Seda,P.E. (Submitted under NOA#06-0117.02) 20. 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 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-02-1215,dated 04/08/02, signed and sealed by Hector Medina,P.E. (Submitted under NOA#06-0117.02) 21. Test reports on: I)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-02-1158,dated 04/8/02,signed and sealed by Hector Medina,P.E. (Submitted under NOA#06-0117.02) Manuel C307.06 P.E. Product Co�ltro finer • ••• NOA No. : Date. :Expiration: :Ex August 22,2017 • p • .' : : Approval Date: May 24,2012 ... . . . . ... . ... . . . ... . .. . . . . . ... .. . ... . . . . .. .. . . . .. ... .. 0.0 } Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 22. 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 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-01-1193,dated 04/08/02,signed and sealed by Hector Medina,P.E. (Submitted under NOA#06-0117.02) 23. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and.installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-01-1103,dated 02/12/02,signed and sealed by Hector Medina,P.E. (Submitted under NOA#06-0117.02) 24. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2) Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-01-1098,dated 02/11/02,signed and sealed by Hector Medina,P.E. (Submitted under NOA#06-0117.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis prepared by manufacturer, complying with FBC-2010,dated 03/01/12,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. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16 .+ ... . . . . . .. • . . . . . . . • .. . . . . ... . • . . •" " • •• Manue Per Product Control Eer • ••+ • NOA No.12-V03 .,06 Expiration Date: August 22,2017 • ': Approval Date: May 24,2012 E!4 ... . . . . . • ... . . .0 ... . goo .. . . . .. ... .. • . . ... • . . . . . . .. . . .. goo . . . . .. Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,dated March 02,2012, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest,dated March 02,2012,signed and sealed by Thomas J. Sotos,P.E. G. OTHER 1. Notice of Acceptance No. 07-0516.02,issued to Lawson Industries, Inc. for their Series"PW 4200/6200"Aluminum Fixed Window—L.M.I.,approved on 08/02/07 and expiring on 08/22/12. .. ... . . . . . .. • . . . . . •' "' " •• Manuel Pe Product Control Exrez, • r • ... NOA No.12-0 .06 • ; ; ;•• •:Expiration Date: August 22,2017 •• ' ': • • Approval Date: May 24,2012 • 0:0 . . . . 0:0 . • . • ••• 0 0 • ... . •• .. 74.000' SERIES-4200 / 6200 FIXER IMPACT WINDOW — FLANGE FRAME W N IDTH $ APPROVED WINDOW ELEVATIONS (L.M.IMPACT) ^ RTrP. -IMA%. VNDGV NE WINDOW 11E WIN HEMMY co_ov�_eev% -==�I:____. 12�•{`MAX. y� LJYAAii ITYP. Z \ pg 1 „IeM°i"" O�o In-I f b-= WINDOW WIDTHVIN�V VIDTN Q 6 OLIARTER—ROLINO EIE MMN C ._-_�e _ELEVAT SLE—ROLiI}b(f :.O IYPiC: IO.N ARCHED PICTURE WINDOW it I � B PRODUCT Rdopbft ••••• + • EXT.6 IMT.FALSE COLONIAL t x wumW HEIGHI vNDtty xEIDHT TYPICAL ELEVATION MONTINS ANE APPLIED V/ WNNmv xEllart 0 � TESTED UNIT v/stucDNE AND ARE � AVAILABLE AS OPTIONAL. ® Ts •• Y—I �INppV MMA MUNI GLASS AREA TESTED APPLIES TO •• T. o Ormu vlNoov WIDTH Wulww GLASS TYPES: E, F, J, K AND L - SEE WINDOWS ARE Lel. IffiPACT I��diii(!1! I •� •• = WIDTH DESIGN LOAD CAPACITY TABLES ON SHEET 4 • r7 RECTANm eR EL EVATION SQUARE P=RE WJN=W ELEVATION FOR SIZE LIMITATIONS OF EACH GLASS TYPE. MIAMI-DADS COUNTY RPMVED G • • SHUTTERS NOTjVRW •• •• 0 • General Notes: p • ..• S . ` vlmmrr NEIGxr WINDOW HEICdIT 1.) THIS WINIIOW SYSTEM IS DESIGNED AND TESTED 7YT COMPLY WITH THB REQUIIEEMEIWI'S• ►� WNDGW HEI OF THE 2010 FLOREDA BUDGING CODE INCLUDING HIGH VEI O MY HURRICANB•LONB • • • L Hr. VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. • • 040000 • �vN�v� I (SHUTTERS NOT REQUIRED) • • • VIOTM CC.�� _P FULL ROUND TYPICN_ELEVATION WNDGW WroTll 2J WOOD BUCKS SUPE BE INSTALLED AND ANCHORED�THAT THE BUILDING *00 • •• � • • L "R® WIDTH GREED THE SUPERIMPOSED REVIEWED HY BUIUILDING OFFICIAL.ORDANCE WTH THE REQUIREMENTS •• �ffi RECTAN RAR rdVAL EUDMIV)AI SMIARE PCTURE WINDOW ELMM 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE --nENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL S.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES. AND WDOMW HEltan -i WPRmv I FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREBI; LED W. (SEE SHEET 03 FOR GLASS TYPES AND SHEET y4 FOR MAX. DESIGN PRESSURES). $ L I� 9.) WINDOWS WITH CLASS TYPES 'B, C. F, OR G'INSTALLED ABOVE 3011 IN THE HVHZ. THE g $ vNImW WIDTH LG. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL 1ISSH.B IMPACT WpmOW WIDTH RESISTANCE REQUIREMENTS (FBC-2010, Section 2411.3.3.7). LEDGED EYE ITRO•ELEVATmN OVAL TYPICAL 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & S. ELEVATION OIIARTIM-OUNR ELEVAMN S.) EXT. & NPT. FALSE COLONIAL MUNTLNS ARE OPTIONAL& AND ARE APPLIED W/SILICONE ,,01�1UM1M11111j/o0 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED e$.•*..N31� 40, 0 (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET 02 FOR DETAIL& NOTES) ALLOWABLE LOADS FOR ALTERNATE WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FRC CHAPTER 24,_0 SHAP`ES d CAN 13E VERIFIED WlWwV HEMHT INSCRIBING 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. � ®� vNmW HE IWITNN A SOIARE at RECTANGLE.AS 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS �< SHOW N DOTTED LINES AND OBTAININtiO, ALLOWABLE LOADS FROM THOSE USING A MIGCOUNTY APPROVED MULLION W BETWEENARE ACCEPTABLE BUT THE WWt SHAPES.PROVIDED PERDIETER LOWER DESIGN N PR D6 PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE Q vDmOW WIDTH FASTENERS ARE AS DESCRIBED HEREIN ENTIRE MULLED SYSTEM. ••,� •, FOR SZE AND SPACING. 12.) SEE SHEET 9 8 FOR MULLION/METAL ATTACHMENT DETAILS &OPTIONS. ....•. �� OCTADON rMCAL ELEVATVTN •ELLIPTICAL•TYPICAL ELEVATION 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE ami 41 T� PAINTED OR PIATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. 0IIt11E11 A e H �$royy��mfi� ( off R N"QQQS�� A �g 'sit: oho ^ _ oil, I _ V y c e I �0 A It m m ® wD �^ w m w m a g O m rlN --------------__ 01 C1 EMIL DISTANCE A ism VINEW Pam¢MGM x Ay �m my t rmN n� m<Cmp u LJ �gg` �Qsj A Dyz C _ Z �c DZ... � N�p• 8 'A i 1 6 -,-nI- Vp .•. ,i s° °n R..a t a„° 0 a two aP. e r do •• ••• • •e°t : •••• ARE! c • q • I'g3 •• • • • rt • • • -II gg ggp • •• • • e�—�y my F{ y •• sZ p-ai y • ••• €iM e 0 O,i a.u�.ream ••• 'r •P • ]V• •• • 8501 N.W. 90 sr. F'•.R y •• • • MEDLEY. FLORIDA 33166 PH No. (305) 696-8660 -_*• AUNUFAC7VREA OF QUALITY ALUMINUM WINDOWS Alun GLASS Dans � 9 ATE O� .Z . N.1RAZO Am ami••m %E'RM-4200-4200 FIANCE. FRUM IMEAa FIXED XVII= P:��aeee •"�'�° °'O • • spy WiRTIC&ANa HOR*WAL CROSS SECnM. DE M S&NOBS e 0 DATE 8 �� eeee e.rr..AaeB esm • °!V • •• •• - D-1201 ' z OF s OBB9d46 • LAMINATED INSUIA-M GLASS COMPOSITION H a IB LAMIN CLASS COMPOSITION - TYPE A SILICONE SCHNEE-MOREHEAD SM 5731 MIM 085CAIPTION W_.AM ITEM CLASS;;;= 'ION DSTARL DOW CORNING 699 i 1 1/B'ANN.GLASS _ 1� 1 t E _�_ TREMCO SPECTRUM 2 2 U90•SAFLEX PVB-SOLUTIA _-q0 J/4• 2 0.090•BUTACITE PVB-OUPGNT 3 1/S'ANNEALED GLASS =� T. 3 1/B•ANNEALED GLASS a74P Al 4 1/4•INSULATED AIR SPACE s a) 1/H'ANNEALED OR TEMPERED GLASS 1 LAMINATED GLASS COMPOSITION - TYPE D a LAMINATED MONOLIHIC LAMINATED INSULATED GLASS CO S eras► 0,188 DBBCRIPTION DETAIL y ��•++ ITEM DESCRIPTION DETAIL 1 1/8• T- D L GLAZING STOP $ o I IAV ANNEALED MASS vro•:-:-:=:=-:-: =1 3 ]A8'HEAT-STRENGMTENED GLASS IAT ._ aa�r� 0 CIRCULAR WOWS. CZ 5�$vey 2 NA -O TI �-® .Ia� 3 1 aw I 19 32 LAMINATED GLASS COMPOSITION - E LAIONATED 3 LAMIN4GLAN "N �j 4 1/4•INSULATED AIR SPACE "m' Y =�"� DS,I,�L MONOLITHIC MONOL � y 5(r) 3/16•ANNEALED OR TEMPERED GLASS 7 11 1TBM GLASS D ON TT f a 1 3/16'HEAT-STRENGHTENED GLASS w.. 7 6 = - --- ••• ATED t S SS CO P ON TYPE F 2 0090'SAFLEX PVB-SGLUTIA vts _ _ __ ___ __ ITBM 98COTPTION DETAIL 3 1/B•HEAT-STRENGFITENED CLASS T'Va4ca •• I 1/8'HEAT-STRENGHTENED CLASS _ _ ___ 1 .-pypp.: _ ' •• 7 18 LAMINA 8D COMPOS 0 - TYPE H 2 OA90•BUTACITE PVB-DUPONT _...-�® .v�•) ,13�.�6 GLAZING DEPTH `�/ � • • • 3 1/S'HEAT-STRENGHTENED GLASS "' --- ITEM GLASS DEESCRUMON DETAIL -7' •••••• O • 4 1/4•INSULATED AIR SPACE "' =--" 1 3/16'ANNEALED GLASS • --=-= 1 $ ••••• • I I • • S 0)V•'ANNEALED OR TEMPERED GLASS _ 2 0090•SAFLEX PVH-SMUTIA --_a� LAMINATED • 3 3/16•ANNEALED GLASS MONOLITHIC •••• O LAMINATED INSULATED GLASS COMPOSITION TYPE G 1 'SILICONE OPTIONS', O DSZAIL -_ - DOW" X99 ••• � • ITEM- HEAD-S o ENED GLasS — 1 7 18 NA GLASS COMPOSITION - TYPE I SCHt -� AD 9731 I G' EWTAC)TE PVB-DIIDONT 3AS �� n e;7l GLASS D) 1'M p v TREMCI TRUM 2 " • • 3 1111lIr wt 1 3/16•ANNEALED GLASS • 08x0• :90:40: • 4 1/4•INSULATED AIR SPACE >ti' --- 2 U9V BUTACITE PVB-WWONT C� _,�_�1� GLAZING DEPTH • • • T 3 3!16'ANNEALED GLASS TTT I • S too)3/1GL 6•ANNEALED OR TEMPERED ASS • • • LAMINATED IMIATED GLASS COMPOSITION TYPE L 1 ATED GLASS COMPOSITION - TYPE d LAMINATED/MONOLITHIC GLASS ' •• ' go • ITEM DESCRIPTION DETAIL PPS/ GLASS VESCMP ON o AIL �. TYPICAL GLAZING DETAIL � • 1 3/161 HEAT-STWOGHTENED GLASS Sns• - 3fw . 1 16•HEAT-STREI.WIITENED GLASS _ d d 2 0096' ® .va 4m• 2 Daw SGP-Dtl1 1T � 8 3 3 3/16' - >�• 3 WIG'HEAT-STREPIG)ITENED GLASS 4 V4'INSULATED AIR SPACE _ 9 3/16'TEMPERED GLASS 7 IB IA6IINA G COMPO ON - E Not"; 1.)SEE MUST'4 FOR DEMON (AADS LOAD CAPACITY TAMML n= cum DE�PTION D L • 1 3/16'HEAT-STREOSHTEI�O GLASS 31E 2)ABOVE 3 IST. N THE TYPES THE CL F. OR G'INSTALLED ABOVB 3D FT. Bd THE HYH2,THE I.G. EXTERIOR LITE SHAid. 2 DA9D'HIITACITE PVB-DUPMIT BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT 3 3/16•HEAT-STRENGHTENED GLASS RESISTANCE REQUIREMENTS(FBC-2010, Section 2411.3.37). T94 IRENCO ICONE OPTIONS', ® C• CORNING 899 PROiDUCrIt8V11iSDNEE-MOREHEAO 5731 SPECTRUM 2 A4oept�osM •Vi A a Q'• LAMINATED LAMINATED OVA INSULATED INSULATED aaor- °AI• {t GLAZING DEPTH GLAZING BOTH 111111 LAMINATED/INSULATED GLASS TYPICAL GLAZING DETAIL a 1111:1111:eMUCHIMEM: �i VW N4 BILL HILL OF MATERIALS EeAMF WAG AR . ITEM PART Q QUANTITY DESCRIPTION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - /n s rlrr m 2L-7708 0. GLAZING BEAD (5/16" CLASS) 6063-T6 - u� y 3 L-7708 4 GLAZING BEAD (3/8" & 13/32' GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16- GLASS) 6063-T6 - C m 5 L-7711 4 GLAZING BEAD (5/16" CLASS- INSULATED) 6063-T6 - : `� ; 1 1 q 6 L-6211 4 GLAZING BEAD (7/18" GLASS - INSULATEDa ` �•. I a ! 1 t! 7 /8 X 3/4" 2/ CORNER ASSEMBLY SCREWS . PHILUPS FUME �•� ab coRAME SILL w HFA0 = 8 L-4200. AS REOD. GLAZING BEAD AT CIRCULAR WDWS. - 89 VWS-004 AS REOD. GLAZING GASKET J. RECT,aR SQUARE Ww�vS• •• A10 • AS REOD. GLAZING SILICONE11 PL 75,6020 AS REOD. GLAZING SETTING BLOCK " X 1/B" X 2'12 812-25H-357 AS REOD. "TruSeal' Duro Seol Swiggle Spacer " AIR SPACE O O •• • • FRAME RADIUS JOINT FRAME END•flORMSIR• • • • • WINDOW FRAME EXTRUSION DETAILS FRAME CORNER & JOINT DETAILS •••••• 43 2b43 .310 FRAME CORNERS. OR JOINTS SEALED WITH A COLORED 0000 • C I' SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR • I • .BSO 0.40 _ 1 SILICONE •••••• 0.60 • • • TTP �I 3� UI O we PRO •� I • Na �• 1909 D� FRAME HFJ1D/SILL/JAMB 2 (5/16"GLASS) By • ••• .3ID • • R MULLION APPROVALS FOR .850 .RSO •040 .250 M LLION TYPE. MAX .272 DESIGN PRESSURE LIMRATIOM .� ALUMINUM MULLION SEE MULLION FOR TTP. TTP. .773 (ALUM.DA78'MDL THIC%) MULLION T'fPE..S ZE SAP 0 MAIL .773 4 l2%3/4'SAS. OfIN PRESSURE LMRATIOAA. NATE:THE L09YR PRESSURES OF FLAT HEAD.PHILLIPS. 3 GLAZING STOP 4 GLAZING STOP (7/16" GLASS) THE W04M�MULL•TALI.GOVERN AT IS'� FWL INTERIOR ROTE:THE LOWER PRESSURES OF (3/8" & 13/32"GLASS) 1/4'KA%. THE WDO W OR MULL SHALL GOVERN SHIN s SID �° INTERIOR ,gyp .1 s A9fl a IZ SAS.x I I/4"L TYP. AT 12"O.C.MAIL -f NOTE: .W4 g00 51NSUUITED CULZOR: STOP 6 INSULATED GLAZING STOP s.�TOMETAL ORCONTACT�MTO. oe0 4� •...di.^�•.�°'°i W/ 5/16' LAMINATED GLASS W/ 7/16" LAMINATED GLASS - AI STEEL:Fy-JB RSI MOL - �.•'" B°� .� (STEEL IS CA MOL THM.'-t.0.04�• O a'% 0 TYBI ALUMINUM:800-Ts YW.'"::.. (ALUM.0.076'MDL THIOO eoe EXTERIOR FRAME SEALANT EXTERIOR FRAME ^ ucI r 0 8 .466 EXTERIOR GRADE— ® I i+;:.i� •• GLAZING STOP (CIRCULAR WOW.) FRAME WILLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL ��PP�� A . ... . . . . .. . too . . • . . . ... . . . . ... . . . . . • . . . . . . ... . . . ... G Z J J LL W 0Q LL w - X O O Q O W o � � Q Q 0 o z _O n cr- Lu U C/)W z W Z 0 W (n Z LU I. Q Z t ._ SCALE: AS SHOWN y DATE: 09/25/2014 JOB NO. a- SHEET NO.: P- 0 q_va STATE OF FLORIDA REGISTRATION No. 4929 SCE SEP 2 5 2014 ;-177 77 WIAINA SHCAES VILLA"KIA APPROVED BY DATE ZON:NG S,'R'JCTURAL LZl 1 ELECTRICAL PLUMS!NG "ECH-'N 2AL _yam 1 L06NiY RJJIES NC KEGiLAfIU..S