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RC-12-464Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 207817 Scheduled Inspection Date: April 08, 2014 Inspector: Rodriguez, Jorge Owner: MORALES, RUTH & ALFREDO Job Address: 169 NW 110 Street Miami Shores, FL 33161- Project: <NONE> Contractor: M.R. SANCHEZ CARPENTRY INC Building Department Comments Permit Number: RC- 3- 12-464 Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1121360030510 INTERIOR RENOVATION TO BATH AND KITCHEN ADD Infractio Passed Comments NEW BATH I INSPECTOR COMMENTS False Passed 4M Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 207732. Rebar must go to footing and tie beam April 08, 2014 For Inspections please call: (305)762 -4949 Page 16 of 37 Corsin Barblan/ Mariluz Hurtado 169 NW 110TH ST Miami Shores, FL -33168 December 13th, 2013 Miami Shores Building Dept. Attn. Mr Ismael Naranjo 10050 NE 2 Ave. Miami Shores Village, FL 33138 Permit no.: RC- 3- 12-464 06lW 13 Documents requested in Building Critique Review Dear Mr Naranjo DEC 2013 I refer to the Building Critique Review regarding change of contractor dated 09/16/13 and provide you attached with the requested copies of license, liability and workers compensation insurance of "Alcon Windows and Doors ", the company that we plan to hire to replace all windows and doors as per permit number RC -3 -12 -464. I apologize for the delay and hope that with this information the change of contractor to my wife and I as owner - builders can be completed. In a next step, we will then submit the updated NAO's for the windows and doors as well as the plans revised by our architect for your consideration. If you have any questions or require further information, please contact me on 786- 350 -0401. Thank you. Respectfully yours, �ti Corsin Barblan �e�e-6 U- - Yn ��\u C---> �.' � .ItS ��`� I)BPR - SANCIRZ, VICTOR A'POLINAR; Doing Businns As: AP, S... Licensee Details & qm: / /www.nVflod&liceme.comUc=eD&ail .asp ?SII)=&id=603134... .'4.0 I .+i � ? E �,y� ¢� d '•" a'�..a.a.��.s� �- � � 1E, Wnm �E� �W s 1� r f r��R L s yl i s IF fib:. v .Y r� VOW 01, " a : . �3 7 $ t + t , s a t 4 v' s i . F, s e �rss .�nu�FH i SaY�a>u r"f a u `''*' r - a ± i' s u .ail y c 5 ;. .; 5 t ,k s t r 8A. ,rrs n ti t ^s r Y 1§ t, B c �'t 4w rs i .m'E _ a �x F• s , ;: 3 �: IRPIWMIRR ME On a b SEEM..,. �., ... ,.� ...._,,. � �F,n.- :a -,.;.. F. �<..a� �,.>• r�"`ux...�:,,LF�;�''�'��..�..�� ..x�,,,,.,.a.� ... ..,.'.M. ...,. ..,_ �K� u. ..,.. d..r v:� . ,.�_. �, ��_ i��-, u'. , � S« View Relatedlicense Information View License* Com llaawl 1940 North Mlonroea Street: Taffahame FL 32399 :: Email: Customer Contact C :: Customer Contact Center: 850.487.1395 The State of Florida Is an AA/EEO employer. Coovrhiht 8007 -2010 State of Florida. Priva -CY statemenit Under Florida law, emi addresses are public records. If you do not want your email address released in response to a public- records request, do riot send electronic mat to this entity. Instead, contact the office by phone or by traditional mall. ff you have any questions, please contact 850.487.1.395. *Pursuant to Section 455.275(1 ), Florida Statutes, effective October 1, 2012, licensees icensed.under Chapter 455, F.S. must provide the Department with an email address It they have one. The errais provided may be used for official cornrunlcatlon with the kensee. However email addresses are pubic record. If you do not wish to supply a personal address, please provide the Department with an emsai address which can be made available to the public. Please see our Chamfer 45S page to detemtlne if you are affected by this change. 1 von 1 12/13/2013`10:52 AM Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: L `� /y �`L' CEIVED BY: FBC 20 Permit No. P C_ - Master permit No 1 � a ' - 12 - y 6 V ROOFING City: Miami Shores County: Miami Dade Zip: S 1 (7 Folio/Parcel#: It 2- ' ,', 6, °e Is the Building Historically Designated: Yes NO L Flood Zone: OWNER: Name (Fee Simple Titleholder): Co r S o h L�Q C b Address• 16�� M w 110 fv T Phone# jo06 P 3 5 0 " 0 �(i city: f ri zi rrr. i Sk ® f e- s State: EL zip: 3a j 6 8 Tenant/Lessee Name: — h A Phone#: Email: CONTRACTOR: Company Name: ®vU,,) e c 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: OAddition OAlteratlon Description of Work: COZOT thru lik: ONew ORepair/Replace ODemolition Submittal Fee $ Permit Fee $ CCF $ MCC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Strnctural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip t Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature � O or Agent � O The lo in 'nstrumej� was owled1 d befo me day of , 20' ✓, by 11 , who is nail known to me or who has produced didentification and who did take an oath. NO Sigi Prin My APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by , who is personally known to me or who has produced as identification and who did take an oath. /v Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15109) NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Clerk Miami Shores Village Bultding Department 10050 N.E.2nd.Avenue Miami Shor6s, Florida 33138 Tel: (305) 796.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE .STATEMENT NAME: o r vN at ✓1 DATE: ZO B ADDRESS: 16 5�J VV ( 10 S. i M k' C, V", i sbo �-e S Do hereby petition the Village of Miami Shores to act as my own contractor pursuard to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the foloaring disclosure statement, whicm entities ttte to work as my awn 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 orless (The new form states 75, 000). The buiidirg'must be toryourown use and occupancy. It may not be WWI! for sale ordeaes: If you•sell or lease a building you`have bulk yourself wlhin•orwyear after the construction i&WMplete tii ,4 wwlLpwsume #*you built for sale or lem which We violation of thisexbfipdon. 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.CA and with - holdings tax and provide workers' compensWon forthat employee, all kj o ""esdribed bylaw. Your construction must comply with all appQcsble laws, `ordinances, buildings codes and zoning regulations. Please read and la lal each paragraph. 1. 1 urOorstand that state law requires construction to be done by a licensed contraft and hava.applief for an owner - builder Permit under an exemption from the law. The exemption species that I, as the owner of the property hated, may act as my own contacor with certain restriction even though I do not hose a license. IC'- 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for 'the construction and is rat hiring a licensed contractor to assume responsibility. 3. 1 understand that as an owner bull* I am the respopsible party of record on a permit I understand dust 1 may protsct myself from potential financial risk by hUbrg a licensed contractor and having the permit films in his gr.her n wne instead of my own name. I also understand that the contractor Is required by low to be licensed In Florlda and to list his or license numbers on permits mid contracts. 1niti 4. 1 understand that I may build or improve a one tamly or two-family residence or a farm m6 acing. I may also build or improve a commercial bolding if the costs do not exceed $75, 000. The buildtrf8 or residence must be for my use or occupancy. It may not be butt or substantially improved for sale or lease. If a building or residence that I have built or substarntially improved myself Is sold or leaser! within 1 year after the construction Is complete, the law will presume that° I built or substantialy improved it for sale or lease, which violates the exemption. initial__ 5. 1 understand that, as the owfier- builder, I must provide.direct orsite supervision of the corstructior. 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 and by county or municipal ordina►tse. =_ 201 I understand that A is frequent practices of unlicensed persons to have the property owner obtain an owner - builder pem�it that erronedasly kmpikas that the property owner s providing his or her own labor and materials. I, as an owner- buiklerJ.may,be l � liable and erb*W to serous financial risk for any Injuries sustained by an unlicensed person or his or amplojiees"aihjie working on my property. My homeowners I surence may not provide coverage for those Injuries. I am wilfully aft as an ownee- bulkier and am aware of the limb of my insurance coverage for injuries to workers on my property. INtla�, I 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. Arty person working on my buiding who s rhot,at rased must work under my direct supervision and must be employed by me, which mesiis that I must amply with laws requiting 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 rsk InAlal___� 1 agree that, as the party Dally and financially responsible for this proceed Construction activity, i will abide by all applicable laws and requirement that govem - builders as well as employers. I also rmdenstadd that'the Construction must comply with all applicable laws, ordinances,'bi Ading codes, ' and zoning regulations. Initsl 4 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Smell Business AdminisVatlon, and the Florda Department of Revenues. I also understand that I may conthct the Florida CastrucAon Industry UcensI g Bard at 850.487.1395 or htthJhvww.mvAordepanse.cmnfdhgft dlblinfti bml I 11. 1 am aware of, and consent to; an owner - builder building permit applied for to my name and understands that I tft tegdy, and financially responsible for the proposed construction activity at the following address: C IA/ I It D .Stir 6 t e S Inffial 12. 1 agree to notffy Miami Shores Village immediately of any additions, deletions, or changes to any of tie Infarmaign that I have provided on this disclosure. Initial Licensed conhWors are regulated by laws designed to protect the public. If you contract with a person who d have a license, the Coratr4uction Industry Ucensing Bard and Department of Busing and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of Contractor may be in dd court. it Is also important for you to understand that, 9 an unlicensed contractor or employee ofen individual or firm Is hhjared while working iln your property, you may be held Aable for damages. If you obtain an owner- builder permit and wish to hire a licensed contractor, you will be responsible for verif ing whether the contractor Is properly licensed and the statue of the contractor's workers compensation coverage. Before a building pennon can be Issued, this dsciosure statement must be completed and signed by the property owner and retumed to this local permitting agency responsible for ssuing the permit A copy of the property owners driver license, the notarized signature of the property owner, or other type of veritkation acceptable to thin local pemli"Wtq � required when the permit Is issued. was acknowledged before me this 10 day of 201 tA b6iRW ,• � �y who was personally known to me or who has Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N,,—, P� 6 - 3 -12 — q 6 7 ` %0ivnner`s NameFee Simple Title Holder). e : — Y 01 Owner's Address: 16 `J 0 f-G, S City: N � C L ��= S� z� ; �� State C. Zip Code: -3 3 1� Job Address [Of where work is being done): 16 ` j \. L, ( I C% t t, -�. TI City: Miami Shores State:_Flodda Zip Code: ? 3 16 E Contractor's Company Name: ® v Phone #: Address: City: State: Zip Code: Qualifier's Name: Lic. Number: Architect/ Engineer of Record Name: Address: City: State: Phone M Zip Code: Describe Work: co �A L We r k c4Qprovec4 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 involvement. Signatur.>C 9 Si nature ` :orAg#nt — CorttradororArcNpect The foregoing Instrum ni was akno ged before The foregoing Instrument was aknowledged before me this ,0dayof 20 y ma othis day f 20 b Y - Y 1Nh _ is p Wally own to me r who has roduced who is personally known to me or who has produced indentiflcation. as Indentfficatlon. Notary I c• s Sign: 2015 M Comm. Ex0' 128x10 Seal: `: EE ''," Y isswn fF �^ Comm tiona ►Notary Assn. ,uugh Na • iE OFF N6%fYPubl1c: Sign: Seal: 'Corsin Barblan/ Mariluz Hurtado 169 NW 110TH ST Miami Shores, FL -33168 B &E Builders and Design LLC 7400 Pinewalk Drive Margate, FL -33063 September 10th, 2013 To whom it may concern CC) P Y This is to advise that B &E Builders and Design LLC is no longer the contractor on file for permit RC -3 -12 -464. Respectfully yours, Corsin Barblan Mariluz Hurtado O , 1 a USPS.com® - Track & Confirm https: / /tDols.usps. cord go/ TrackConfirmAction !inpuLaction?tLabels= 70123050000132442150 English Customer Service USPS Mobile Register f Sign In MUMVICOW Quick Tools Track & Confirm — Shy a Package Check on Another Rem What's your label (or receipt) number? SERVICE First-Class Mail® SIATUS OF YOUR ITEM Delivered Arrival at Unit Processed at LISPS Origin Sort Facility Depart LISPS Sort Facility Processed at LISPS Origin Sort Facility Dispatched to Sort Facility Acceptance Mate Your Mad DATE & TIME September 14, 2013, 2:51 pm September 12, 2013, 8:04 am September 11, 2013, 1:36 am September 10, 2013 September 10, 2013, 9:08 pm September 10, 2013, 5:32 pm September 10, 2013, 10:47 am Search USPS.com or Track Packages Burp Bossiness Solutions LOCATION POMPANO BEACH, FL 33063 POMPANO BEACH, FL 33063 MIAMI, FL 33152 MIAMI, FL 33152 MIAMI, FL 33152 MIAMI, FL 33153 MIAMI, FL 33153 FEATURES Scheduled Delivery Day: September 11, 2013 Certified Mall' 1 von 2 9/15/2013 8:24 PM Corsin Barblan/ Mariluz Hurtado 169 NW 110TH ST Miami Shores, FL -33168 September 12th, 2013 Miami Shores Building Dept. Attn. Mr Ismael Naranjo 10050 NE 2 Ave. Miami Shores Village, FL 33138 Request for extension of residential construction permit RC- 3- 12-464 Dear Mr Naranjo We refer to our extensive house renovation approved under permit RC -3 -12 -464, for which the major part of the work has already been completed and all except the residential construction permit have been closed after successful inspections. The only remaining items are the replacement of existing windows and doors with new impact resistance ones (including the conversion of one window into a new door with outside steps). Unfortunately, our existing general contractor has been unwilling to finish the job and for that reason we have filed for change of contractor to ourselves as owner- builder". We are planning to hire another fully licensed contractor to finish the remaining work, once the change of contractor has been approved. For us to have enough time to be able to finish above mentioned outstanding work, we would like to formally request a three month extension of residential construction permit RC -3-12 -464, which is due to expire on 10/01/2013. If you have any questions or require further information, please contact us on 786 - 350-0401 or 786 -281 -0511. Thank you for your understanding. Respectfully yours, Corsin Barblan Mariluz urtado 1 Corsin Barblan/ Mariluz Hurtado 169 NW 110TH ST Miami Shores, FL -33168 September 10th, 2013 Miami Shores Building Dept. Attn. Mr Ismael Naranjo 10050 NE 2 Ave. Miami Shores Village, FL 33138 Request for extension of residential construction permit RC-3- 12-464 Dear Mr Naranjo We would like to formally request a three month extension of residential construction permit RC -3 -12- 464 which is due to expire on 10/01/2013. If you have any questions or require further information, please contact us on 786 - 350 -0401 or 786- 281 -0511. Thank you for your understanding. Respectfully yours, n Ma in B rbl n Ma do Cor a a 7-n Coe 7'�'4e?` SsiCW D13AlldV dac �iJ-e�' ,��a7i� -t �T'• ( 9f-//z- ,. ,. ,s F-3 O 2213 - Corsin Barblan 169 NW 110TH ST Miami Shores, FL, 33168 08 February 2013 Mr Norman Bruhn Miami Shores Building Dept. 10050 NE 2 Ave. Miami Shores Village, FL 33138 Dear Mr Bruhn Request for extension of Residential Construction permit I would like to formally request a three month extension of Residential Construction permit RC- 3- 12464 which expires on 02/20/2013. If you have any questions or require further information, please contact me on 786 -350 -0401. Thank you. Respectfully yours, zl-�' Corsin Barblan calbd (V/ Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 September 19, 2013 Permit No: RC 12 -464 Building Critique Review CHANGE OF CONTRACTOR FOR OWNER BUILDER... 09 -16 -13 1. NEED TO PROVIDE CERTIFICATION OF WORKERS COMPENSATION INSURANCE. F.B.C. EVERY EMPLOYER AS A CONDITION OF RECEIVING A BUILDING PERMIT, SHALL SHOW PROOF THAT HE HAS SECURED COMPENSATION FOR IT'S EMPLOYEES AS PROVIDED IN SECTION 440.10 AND 440.38, OF FLORIDA STATUTE. Ismael Naranjo Building Official 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. TO f Inspection Worksheet R Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 171242 Scheduled Inspection Date: March 27, 2014 Inspector: Rodriguez, Jorge Owner: MORALES, RUTH & ALFREDO Job Address: 169 NW 110 Street Miami Shores, FL 33161- Project: <NONE> Contractor: M.R. SANCHEZ CARPENTRY INC rsunaing Department comments INTERIOR RENOVATION TO BATH AND KITCHEN ADD NEW BATH Permit Number: RC- 3 -12 -464 Permit Type: Residential Construction Inspection Type: Window and Door Buck Work Classification: Alteration Phone Number Parcel Number 1121360030510 Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 26, 2014 For Inspections please call: (305)762 -4949 Page 1 of 28 fi�r4 I I S C- l�l, INC.. 10001 N.W. 50TH ST., SUITE 2036, SUNRISE, FL. 33351 (305) '148 -5661 SECURE P.T. 2x BUCKS TO CONC. HEADER W/ 1/4' DIAM, x 3B' LONG TAPCONS 0 8' O.C. W/ COUNTERSUNK HEADS I / WINDOW ROUGH OPENING SECURE P.T. 2x BUCKS TOP BUCKS W/ 3' LONG WD. SCREWS a 8' O.G. X SECURE P.T. 2x BUCKS TO GROUTED BLOCK CELL6 ,s JAM58 W/ 1/4' DIAM. x 3.5' LONG TAPCONS is S' O.C. NOTE: FINISH EXT. FACE OF WOOD BUCKS W/ STUCCO ON FELT- BACKED MTL. LATH - EXTEND OVER E SECURE TO BLOCK j/ NOTE: ANCHOR WINDOWS TO BUCKS AS PER N.OA. REQUIREMENTS. SCALE: 1 1/2' = P -0° (TYP, 6 MOST WINDOW LOCATIONS) LN�l1V� V G=� ll ��11V� 70 - -- 3 -4-14 Lb) o L C��D�� 012101 4aC� LQ� G3 MIAMI SHORES, FLORIDA gHpg7 I OF I 4�11y1- W Miami Shores Village Building Department MAR 1 6�� rZ �r • �y l ?0050 1.E.2nd Avenue, Miami Shores, Florida 33138 !/_ )( / Tel: (305) 79.5.2204 Fax: (305) 756.8972�-� -------- l�� INSPECTION'S PHONE NUMBER: (305) 762.4949 B ING Permit No. �'0q PE RNOTOWPLICATION Master Permit No. FBC 2P P Permit y1�e BUILDING ) ROOFING OWNER: Name (Fee Simple Titleholder): eQe,� rA) d /Vaz6Ad Address: ® &!2 A/Ae J/0 .S 77 city: A IA- M l S! /r. E st state: F Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: ) 6'1 A/ k/ ! ® :. ; City: MiAWj Shores County: Miami Dade Zip: Folio/Parcel #: r-3 z- f D Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Al C Aw L 'oGoIS 4` hone#: �� C�� ` �G ye Address: 7 V001)) ^/,blt/A Crj <d P -S city: _M Afj (1416- _ State: t"L _Zip: '730 (0-3 Qualifier Name: 2 t'd 61 G t�q Phone#: m 2 � V-6 State Certification or Registration #: L fa C- 0 (o) Y �t _—S_ Certificate of Competency #: Contact Phone#:` ` `A L16 Email Address: DESIGNER: ArchitecttEngineer. Phone# % 1`-C7 Yt-t s-60 Z Value of Work for this Permit: $ SquarelUnea r Footage of Work: .Tune of Work: DAddition teration ONew ORepaidReplace U )evjolition Submittal Fee &50 - Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ c0/cc $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Doable Fee $ Structural Review $ TOTAL FEE NOW DUE $ =A Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certifted 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 caner or Agent Contractor sA s 74 My Commission Expires: Structural Review Clerk (Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) M C' PERMIT # 1�y CONTRACTOR: SUBMITTAL DATE: ADDRESS: 0 NAME: RESUBMITAL DATES: PROJECT TYPE: ZONING FIRE STRUCTURAL,,`` IMPACT FEES . ��h�� e �� s� ELECTRICAL HRSIDERM PLUMBING NO MECHANICAL � BLDG I;, NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /L-;, / 3 b -00:K" 037/'V STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF f HEREBY ( 'rig" !ate is THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the follovimtA Is provided in this Notice of Commencement. HARVEY +>` FN 2 D j.2RO 191 x 52 OR Bi•, 28037 E's 3428; (1 p s ) RECORDED 03/16/201 12 =52: HARVEY RUVINY CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE )& CLTWTY OF DADE Zis ra �d Dopy of rf� �AD20 day d Space above reserved for use of recording office 1. Legal description of property and street/address: t-,5(7 %02/4 V 3 - Y'Q LO 1 ) q &-922D 2. Description of Improvement 3. Owners) name and address: ve. L aJ L Z / O 7. Ik /sypA Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, 4ddress and phone number. tJ / •J eSool L LC 7 VD-0 (/ /l�- .Gr.A Lk 461 5. Surety: (Payment bond required by owner from contractor, If any) Name, address and phone number. 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, Name, address and phone number._ 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 expbation date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BYTHE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of O gSRa) caner thorized Officer/Director/Partner/Manager Prepared By �' Prepared BY Print Name A) 6 R Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The fo "oing instrument was acknowledged before me this �+o -day of h4l&Lj By I SK$ s A) 4 aA vi ❑ Individually, or ❑ as for ❑ Personally known, or produced the following type of identificatio Signature of Notary Public: Print Name: K S A) (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES aw" B. WAONX Under penalties of perjury, I declare that I have read the foregoing and Nomy pwft _ eft of Roffde that the facts stated in it are true, to the best of my knowledge and belief. My Com EVkn UP Q7. P013 Signature(s) of 0 ers r Owne s Authorized Officer/Director/Partner/Manager who Comfnission B DD 928375 IpH1 .epn .wy By By 123.M -52 PAOE3 3nO Miami shores Village. Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: BUSINESS ADDRESS: °7�_00 �i�✓lr�► -i9G f� (� l� CITY�L� STATE Ft- ZIP CODE BUSINESS PHONE:( ! � k_Y' �(C C/6 FAX NUMBER 3 '7 CELL PHONE 6Y'/J,3Q2 QUALIFIER'S NAME: ALe ' QUALIFIER'S LIC NUMBER: 6 Cr) 6 ! L/ 73 E -MAIL ADDRESS (IF APPLICABLE): Cried cn 3119109 BY MLDV 1 RV 31P6f09 MLDV BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 DBA: Receipt #:18 0 - 8557 Business Name: B & E BUILDERS & DESIGN LLC Business T pe :GENERAL CONTRACTOR i CONTRACTOR} Owner Name: ROBERT ANDREW ABcuG Business Opened:10 /17/2002 Business Location: 7400 PINEWALK DR S State 1bounty1Cert1Reg:CGC061473 MARGATE Exemption Code:NONEXEMPT Business Phone: 954-971-0900 Rooms Seats Employees Machines Professionals 3 For Vending Business Only Numhor of Mar_hinam Vendino Tvoe: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost I Total Paid 27.00 3.00 0.00 2.70 0.00 0.00 32.70 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non- regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: B & E BUILDERS & DESIGN LLC Receipt #13B -11- 00000169 7400 PINEWALK DR S Paid 10/06/2011 32.70 MARGATE, FL 33063 2011 -2012 OP ID: KM A�� DATE WWDWYYYY) 4*..•.+„" CERTIFICATE OF LIABILITY INSURANCE 03116M2 THIS 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 INSUREIR(SL AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: 9 the cernflcate holder is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WANED, subject to the terms and condilt ra of the policy, certain policies may require an endofsemeft A statement on this certificate does not confer rlghte to the r.!.� 6103 VININGS 7400 RNEWA" DRIVE SOUTH MARGATE, FL 33063 .... ......ems. REVISION INUMMR:. 8632 wvrj AVCQ VGRi7r9Vv%IIF.O,V,.,�. -- - - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWPfHSTANOM ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 18 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OP NBURANCE I SUM POLICY um" A GS"MLLWBI " I COMMERCIALGENERALuABuw CLAN84MDE FR OCCUR X HLNKT ADD-L INSRD GLP008401841 ! 85M2H1 01212 EACH OCCURRENCE S 110001 S 4% MED EXP 1 ce rs) S b, PEI�NAL & ADV NR 1,1 $ � GENERNAGGRE"TE s 2z, C M AGGREGATE LIXT APPLIES PER POLICY LOC PRODUCTS - COMPIOP AGC S 2.000 S AUTO ME LIAMUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTO HIREDAUTOS NOH-OWNED AUTOS j COMBa SINGLE LT (Ea &a9dn) $ $ BODILY NAM (Per ecddwd) S PROPERTY DAMAGE (P` ) S s IHrBftEf1A LWB ©LCEgB UAS OCCUR CLAIMS-MADE NIA EACH OCCURRE? S AGGREGATE S $ DEDUCTIBLE ON %N01BUM e�11pl of A" AND ErPLDYM LIABUA Y Y N OFF1 in #yes, tlR1xID s-ZIor T� DESK STA1U- O - $ E.L. EACH ACCIDE $ ELMSEASE-FAEMPLO $ E.L. DWASE - POLICY UMVr S 10 DAYS N cANC FOR NONPAYMM cwWvA M OF OPPRATgNB, LOQAW S I (ABaoh ACORD 1a1, Add ftd Rem W0 suds, a ma» a r+�9dlred? 30S -756- 9972 MIAMI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES VILLAGE 10060 NE 2 AVENUE AUTHOYMED R04MSWAWM MIAMI SHORES, FL 33138 % fj - 7 01988.200! ACORD CORPORATION. All tights fmuved. ACORD 26 (MW09) The ACORD name and logo are registered marlIS of ACORD ACORLi CERTIFICATE OF LIABILITY INSURANCE DATE(M�DNYYY) F 3110912 THIS 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 HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the poilcy(tes) must be endorsed. If SUBROGATION IS WAIVED, subject to the 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 Alliance Insurance Solutions, LLC. ID: TLR c/o TLR of Bonita Inc 1700 Dr MLK Jr. Street N Suite B St. Petersburg, FL 33704 CONTACT NA me PHONE Na: " -MAIL ADDRESS: INSURER[S) AFFORMO COVERAGE NAILS INSURERA: SLINZ Insurance Company LIMITS "YLTof Bonita, Inc dba EnterpriseHR Encore Business Solutions, Inc and its Subsidiaries 1700 Dr. MLK Jr. Street N., Ste. B St Petersburg FL 33704 INSURER B: - Best Rating W INSURER C: Catlin 60dicate - " ° INSURERD: - Best Rating -A- INSURERS: $ INSURER F: COMMERCIAL GENERAL LIABILITY COVERAGES CERTIFICATE NUMBER: 12611281 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO 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. INSR TYPE OF INSURANCE POLICY NUMBER POLICY EXP LIMITS GENERAL LIABILITY EAACC�Hp�OCCURRENCE $ COMMERCIAL GENERAL LIABILITY EMISN R acauttern:e $ CLAIMS-MADE � OCCUR MED EXP one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGO $ $ POLICY PRO LOC AUTOMOBILE LIABILITY Ea acddent $ BODILY INJURY (Per person) $ ANY AUTO AAL OWNED SCHEDULED HIRED AUTOS e AAUTO$ D BODILY INJURY (Per 60*10 n) $ P�200jR� Yen AMAGE $ $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS -MADE AGGREGATE $ DIED RETENTIONS $ $ $ A WORKERS COMPENSATION AND EMPLOYERS! LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBEREXCLUDED? F NIA WCPE0000000107 8/1/2011 6!112012 SLIM IT E.L. EACH ACCIDENT $ 1000000 E.L. DISEASE - EA EMPLOYEE $ 100ww (Mandatory In NH) K yes, describe wmier DESCRIPTION OF OPERATIONS belay I E.L. DISEASE - POLICY LIMrr I $ 1000 B Workers Compensation This is for informational purposes C Excess Coverage I and nothing shalt create any right under such reinsurance. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Addhional Remmrks Schedule, H more space is required) Coverage provided for all leased employees but not subcontractors of B & E Builders & Design, LLC Client Effective Date: 03/08/2010 CERTIFICATE 6258 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORMED REPRESENTATIVE w Glen J Distefano ©1888.2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD CERT NO.: 12611281 CLIENT CODE: TLR Aimee Gray P: 727.520.7676 3/16/2012 6:20:54 AM Page 1 of 1 06/05/2012 13:26 9543409540 INNOVATIVE INSURANCE PAGE 01/01 Ur ILK AC`tJ,R'O" DATE(MMrootrYYY) �," -.r- CERTIFICATE OF LIABILITY INSURANCE 06105112 THIS 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($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the poliey(ias) mast be endorsed. R SUBROGATION IS WAIVED. subject to the terms and Conditions of the policy, certain policies tray require an endorsement. A statement on this CerUfleate does not Confer rights to the certificate holder in lieu of such endorsententlsl. P'RODUCBR INNOVATIV CONSULTA $461 UNIV6 CORAL SPI THOMAS J. INSURED 7400 PINEWALK DRIVE SOUTH MARGATE, FL 33063 954.340 -9551 INSURANCE COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED 14AMM ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO 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. Ira TYPE Or INSURANCE AUDL I= wvn POLICY NUMBER LIMITS GENERALLIABILITY EACH OCCURRENCE S 1,000,00 _ A COMWRCIAL GENERAL LIABILITY GLP0064618.02 06/92/12 05/72113 CLAIIAS•MADE ❑X OCCUR t;u PREMISES Esoa MED EXP one /amen 100,00 I 5 0 X BLNKT ADD'L INSRD PERSONAL a ADV INJURY s 1,000,00 GENERALAGGREGATE S 2,00000 _ GEN'L AGGREGATE LWIr APPLIES PER, PRODUCTS - COMPIOP AGO 5 2,000,0 POLICY FT ZO El Loa S AUTOM02" LIAWLITY COMBINED SINGLE LIMIT (Ea awident) S ANY AUTO S BODILY INJURY (Per person) ALL OWNED AUTOS BODILY INJURY (Per awde t) 1 SCHEDULED AUTOS HIRED AUTOS 's PROPERTY DAMAGE (Peruddont) S NON.OWNED AUTOO 5 UMBREL A 1 IAB OCCUR EACH OCCURRENCE AGGREGATE 5 EXCESS LAlUrPMADE DEDUCTIBLE 5 _ 5 ReTENTYON S WORK RSOOMPENBATION AND CNIPLOYERS' tIABILItY ANY ppROPRISTORIPARTNER0=11TIVE YIN OPM RNSMHER EXCLUDE" a NIA wC n - S Fk EACH ACCIDENT E.L. DISEASE - EA EIMPLOYEE _. S (may M NN) 5y�a deseRbe under DESGRIP ON OF OMRA710,140 below E.L DISEASE - POLICY LIMIT 5 1 -7 ON OF OPERATIONS I LOCATIONS I VENICLES (Atthch AGM 401, Addlttm,nl Ramft S¢hadule, H mom apace Is rrAp" FAR 305 - 756. 2972 MIAMI -6 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVENUE MIAMI SHORES, FL 33138 SHOULp ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEU.ED BEPORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERIM IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOMM REPRESENTATnM &7c ,--_ ®1988.2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD 6/5/2012 8:56:14 AM PST (GMT -8) FROM: 100005 -TO: 13057568972 Page: 2 of 2 Aik. D CERTIFICATE OF LIABILITY INSURANCE DATE 615/20°"YYY, THIS 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 HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the 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 Alliance Insurance Solutions-71 LC. ID: TLR C/o TLR of Bonita Inc 1700 Dr MILK Jr. Street N Suite B St. Petersburg, FL 33704 CONTACT NAME: Aimee Gray PHONE 727-520-7676 c No: - E -MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC 0 OVSURERA INSURED R Bonita, Inc dba EnterpriseHR INSURERS: Rating! W' - - Encore Business Solutions, Inc and its Subsidiaries 1700 Dr. MILK Jr. Street N., Ste. B St Petersburg FL 33704 wsuRERc: o u INSURERD: ° wsuRERE: INSURER F EACH OCCURRENCE $ wG "\ VlI IVIr IYYIV112G1%. 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO 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. LLTTRR TYPE OF INSURANCE DL �IBR INISR POLICY NUMBER MP�CY EFF MPOOLICY EXP LIMITS GENERAL LIABW7Y EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY 1A' N E TO RENTED PREMISES a occurrence $ MED EXP (Any one person) $ CLAIAAS MADE OCCUR PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ 1- AGGREGATE LIMIT APPLIES PER: PRO. PRODUCTS •COMP /OP AGO $ POLICY LOC AUTOMOBILE LIABp -ITY I ace t $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Par person) $ BODILY INJURY (Per aceldent) $ HIRED AUTOS NON-OWNED AUTOS P AMAGE eracdd $ $ UMBRELLA LIAR OCCUR EXCESS LI146 EACH OCCURRENCE $ CLAIM3MADE AGGREGATE DED RETENTION $ $ A WORKERS COMPENSATION WCPE0000000108 AND 6/1/2012 6/1/2013 snIM nr • R YIN PROPETORIPARTNEWEXECUTNE WCPE0000000107 OFFICERIMEMBER EXCLUDED? NIA S R 6/1/2011 6/1/2012 E.L. EACH ACCIDENT story in $ 1000000 I yes. If yea, deacr8le under and E.L. DISEASE . EA EMPLOYEE $ 1000000 DESCRIPTION OF OPERATIONS below B Workers Compensation E.L. DISEASE - POLICY LIMIT $ 1000000 C Excess Coverage This is for informational D and nothing shall create any rig ht DESCRIPTION OF OPERATIONS / LOCATIONS / VEMCLES (Attach ACORD 1G1, Additional Ron -rim Schedule, I more space is required) lunder such reinsurance. Coverage provided for all leased employees but not Subcontractors of. B & E Builders & Design, LLC Client Effective Date: 03/08/2010 CERTIFICATE HOLDER CANCELLATION 6258 Miami Shores Village Building Department SHOULD ANY OF THE ABOVE BEFORE THE EXPIRATION NOTICE POLICIES 10050 NE 2nd Ave DATE THEREOF, LL BE DELIVERED Miami Shores FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Glen J Distefano ACORD 25 (2010105) ©1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CERT NO.: 13255302 CLIENT CODE: TLR Aimee (;toy P: 727.520.7676 6/5/2012 8:53:07 AH Page 1 of 1 03/22/2012 11:53 FAX 1 800 685 7530 DATA SCAN FTF.T.D SF.RVTrV9 TRANSMISSION OR TX /RX NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT 3 t,, --urr * , Per .t No: 12-464 Job Name: March 22, 2012 TX REPORT 2362 919543418729 03/22 11:52 00,39 1 OR rfinni Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The occupant type is incorrect. Type R2 is not allowed in that area of Miami Shores. 2) Identify the level of alteration. 3) Provide all permit applications prior to any further review(plumbing, electrical) 4) Provide the wind load design criteria. 5) Provide the design wind loads for all new or altered windows and doors. 6) Provide product approval reviewed and signed approved by the designer of record. 7) Identify all interior bearing walls in the area of alteration. 8) The "Note to Building Dept" states that this is just an interior renovation but the plats show exterior work including all new windows and doors. The door in bedroom #1 is not identified but it appears to be a new opening. Provide details for required filled cells or columns at each side of new opening. 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 V:A.-/ . r ? t I 1 _ tirl e74 Permit No: 12-464 Job Name: April 20, 2012 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd ,,)**'-The wind load design criteria provide is wrong. The code criteria is wrong. Provide the design wind loads for all new or altered windows and doors.Wrong criteria. 3) ,rovide product approval reviewed and signed approved by the designer of record. 4j Identify all interior bearing walls in the area of alteration.This is a joist and beam ceiling /roof. If there are no bearing walls what is holding up the ceiling. Identify support n plans. The "Note to Building Dept." states that this is just an interior renovation but the plans show exterior work including all new windows and doors. The door in bedroom #1 is not identified but it appears to be a new opening. Provide details for required filled cels or columns at each side of new opening. 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 �4 341 Z72,9 MiamiShores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NContractor Owner o Architect Pi ed up 2 sets of plans and (ot r) ) Address: 1 110 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: S PERMIT CLERK INITIAL: I � RESUBMITTED DATE: —!�[ J I Dj PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Date: Tel: (305) 795.2204 Fax: (305) 756.8972 " a Permit #: t� q6 Mechanical Critique Sheet Date: Review Completed by: Jan Pierre Perez Chief Mechanical Inspector 31 Z7,ll L4,-, Permit No: 12-464 Job Name: March 22, 2012 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet he occupant type is incorrect. Type R2 is not allowed in that area of Miami Shores. Identify the level of alteration. Provide all permit applications prior to any further review(plumbing, electrical) �) Provide the wind load design criteria. —w ACA& �5) Provide the design wind loads for all new or altered windows and doors. Provide product approval reviewed and signed approved by the designer of record. Identify all interior bearing walls in the area of alteration. (0 8) The "Note to Building Dept." states that this is just an interior renovation but the plans show exterior work including all new windows and doors. The door in bedroom #1 is not identified but it appears to be a new opening. Provide details for required filled cells or columns at each side of new opening. 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 04/23/2012 15:49 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES TRANSMISSION OK T% /R% NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT Permit No: 12-464 Job Name: April 20, 2012 T% REPORT ss*: 2474 919543418729 04/23 15:48 00'38 1 OK Lanni Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) The wind load design criteria provide is wrong. The code criteria is wrong. 2) Provide the design wind loads for all new or altered windows and doors.Wrong criteria. 3) Provide product approval reviewed and signed approved by the designer of record. 4) Identify all interior bearing walls in the area of alteration.This is a joist and beam ceiling /roof. If there are no bearing walls what is holding up the ceiling. Identify support on plans. 5) The "Note to Building Dept." states that this is just an interior renovation but the plans show exterior work including all new windows and doors. The door in bedroom #1 is not identified but it appears to be a new opening. Provide details for required filled cels or columns at each side of new opening. 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 IEA Engineers, Inc. Consulting Engineers 7400 Pinewalk Drive South Margate, FL 33063 Telephone: (954) 9844646 Fax: (954) 341 -8729 PE #28376, CA #27305 SI #1121 Barblan Residence 169 NW SbXNA Miami Shores, Florida Door and Winer Wind Loads (ASCE 7 -10) 175 2010 Florida Building Code Section 1620 II 11.33 Use ASCE 7 -10, for h <=60ft only 40.5 Enclosed 11.77 ni&rral pressure -0.18 W46 Internal pressure 0.18 C Alpha 9.5 gg 900 Exposure coefficient (Kj 0.85 Kz (from ASCE 7 -05,z> =15 ft) Importance Factor 1 Velocity Pressure (psf) . 56.57 qz= .002WKz IKd (Kzt=1.0 and Kd = 0.85) Pressures below are pmax=0.6 x ultimate design load in accordance with ASCE 7 -10 Window Number 1 2 3 4 5 6 7 Distance from Comer to End of Type 5 Area (ft) 10 4.05 70.00 70.00 Positive GCp Window within Type 5 area TRUE TRUE TRUE TRUE TRUE TRUE TRUE W ridowiDoor Height (ft) 6.83 4.25 4.25 8.83 3.17 6.33 8.83 Window/Door Width (ft) 325 4.5 3.08 3 2.17 3 2.83 Window/Door Area 22.20 19.13 13.09 26.49 6.88 18.99 24.99 Positive GCp q 0.939 0.950 0.979 0.925 1.000 0.951 0.930 Adiusted Positive GCp -0.939 0.950 0.979 0.925 1.000 0.951 0.930 -1.278 -1.301 -1.359 -1.251 -1.400 -1.302 -1.260 Window Number Ga Distance from Comer to End of Type 5 Area (ft) 4.05 Window within Type 5 area FALSE TRUE FALSE TRUE FALSE TRUE FALSE Window0oor Height (ft) 7 7 Window/Door Width (ft) 10 10 Window/Door Area 70.00 70.00 Positive GCp 0.851 0.851 Adjusted Positive GCp 0.851 0.851 -0.951 -1.102 PE Far 2837' Barbalan Residence 169 NW 110 Street Miami Shores, Florida lEA Engineers. Inc. 7400 Pinewalk Drive South Margate, Florida 33063 Tel:(954) 984 -4646 FAX(954) 341 -8729 PE#28376,CA#27305,SM 121 WINDOW OR DOOR AVERAGE PRESSURE CALCULATION Side 1 End Distance Zone: A= 4.05 Ft. Edge of Door or Window From Comer- 1.67 Ft Width of Door or Window= 10.00 Ft End Zone Pressure= -43.50 psf Middle Zone Pressure= -38.38 psf Average Door or Window Pressure= -39.60 psf Side 2 4.05 Ft. 16.75 Ft �.= Y 17 r t M I A M NDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen 3737 Lakeport Boulevard Klamath Falls, OR 97601 MIANU DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 PAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Jeld -Wen Steel, Steel Edge Door in an Adjustable Steel Frame (out - swing) APPROVAL DOCUMENT: Drawing No. S -2075, titled " 3' x 7' Opaque, O. S. Steel Door in Adjust. Frame, sheets 1 through 5 of 5, prepared by PTC, LLC. dated 01/15/01 and last revised on 02/20/07, Signed on 03 /13/07 by Eric S. Nielson, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application hqs be en filed' nd there has been no change in the applicable building code negatively affecting the performancof thisproduct. TERMINATION of this NOA will occur after the expiration date or if theie has been a revision, or cage ±in -the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorserrienf ofaany 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; attd tollowed�bY" the expiration date may be displayed in advertising literature. If any portion '8f the NOA is. displayed, then it shalf.' be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or Its distributclrs and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 01- 0122.09 and consists of this page I, Evidence Page E1, as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, 0. E. NOA No. 07-0314.05 Expiration Date: April 25 2012 0 / Approval Date: May 17, 2007 Page 1 a SHOP DRAWING REVIEW RANI DESIGN, ARCHR7 PLANNERS NO EXCEPTIONS TAKEN REJECTED APPROVED WITH coMMENM . ® RE SUi3M 0 REVIEW IS FOR GENERAL'CONFORMANCE-WiTi4 THE.,. DESIGN CONCEPT AND CONTRACT DOCjjMENTS Markings or comments shall not be constructed -as reffeving to C n a CTO .from compliance ViM 'jtie project plans and specifications, nor departures, therefrom. The GONTRArTn_R remains responsible for details: r accuracy, for confirming and correlating all quantities, job eonclitiam and d i mensions, for selecting fabrication processes, for techniques of assembly and construction, and for performing his work k1a saf, anner, BY: ,_- -DATE: 3: Jeld -Wen NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2075, titled "3' x 7' Opaque, O. S. Steel Door in Adjust. Frame, sheets 1 through 5 of 5 prepared by PTC, LLC. dated 01/15101 and last revised. on 02120/07, signed on 03/13/07 by Eric S. Nelson, P. E., B. TESTS 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test, SFBC PA 201 -94 5) Cyclic Loading Test, per SFBC PA 203 -94 along with marked -up drawings and installation diagram of single outswing opaque steel doors, prepared by Certified Testing Laboratories, Test Report No. CTLA641W, dated January 05, 2001, signed and sealed by Ramesh Patel, P.E. (This test report has been revised•by addendum letter dated August 23, 2001, issued by CTL and signed and sealed by Ramesh Patel, P.E.) C. CALCULATIONS 1. Anchor verification calculations, dated 02/19/07,2001, prepared by PTC LLC, signed and sealed ON 03/05/07 by Eric S. Nielson, P. E., D. MATERIAL CERTIFICATIONS 1. None E. STATEMENTS 1. Letter of conformance to 2004 Florida Building Code an d no financial interest, dated 03/06/07 signed & sealed by Eric S. Nielson, P. E. 2. Letter of submittal dated 03/06/07 by Jeld Wen, signed by Mr. S. Saffel 3 Statement letter of compliance, as part of test report, issued by Certified Testing Laboratories, Report No. CTLA641W, signed and sealed by Ramesh Patel, P.E. 4 Addendum letter dated August 23, 2001, issued by CTL and signed and sealed by Ramesh Patel, P.E: F. OTHER 1. None 4AIV4� Mohammed Iqbal Shaikh, P. E. Sr. Building Code Compliance Specialist NOA No. 07-0314.05 Expiration Date: April 25, 2012 Approval Date: May 17, 2007 E -1 JFJrVEN® Steel Door AIM BTEB EGEOE7t0 0PA4AIBOM/8*= AI fANAAftWwB/.Bt2P/1187EEL FAUN 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 2004 FLORIDA BUILDING CODE AND 'HVHZ° REQUIREMENTS. 2. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS SOS STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I. PAGE 1. 5. PRODUCT FITTED WITH BI/MPFACE MEETS THE WATER MFlLTRATiON REQUIREMENTS FOR °. SEE TABLE 1, PAGE 1. 6. PRODUCT FITTED WITH NIGH 0AM 19ER D ODES NOT MEET THE WATER INFILTRATION REQUIREMENTS FOR HVHZ °. ` SEE TABLE 1. PAGE 1. & NOTE 1 RESIDENTIAL INSULATED STEEL DOOR WISTIER OM inman mtoall kaawoMdrxMf DOOR LEAFCOMMUCTION: Faee sheets: 24 ga. (0.022' minimum thickness, Galvanized Steel A -525 commercial quality — AKDQ per ASTM 620; With minimum average yield strength Fy- 34,680 pal, per CTLA -641 W. Care deston: Expandad polystyrene with 1.0 to 1.25 Ibe. /cu ft denslty, by JELD —WEN INC. Penal Cenetwd[ : The steel face shoats are glued to the expanded polystyrene (EPS). The top and bottom rails, and the side stiles, are roll formed of 0.040° min. thick steel. The face skin at the top and aides are bent over onto the stiles and rails to make a mechanical look. At the bottom the face skirt is bent 90' over the rail. A wood lack block reinforcement Is used. Frame Construction (B�t_h Frame Tvoeaf• The head Jambs and side Jambe are o two place formed steel frame. The twee frame la 16go. galvanized steel. The closure frame Is formed from 1%0. galvanized steel. The head Jamb extends past the aide Jambs. The side jambe have tabs that are Inserted into slots In the header and are bent over. 90' to form a mechanical took with the header. The unite use a bump face threshold. TABLEOFOONTTN S SHT # DESCRIPTION 1 ELEVA ONS &OEM NOTES 2 CROSS SE ONS WITH THE KEWANEE FRAME 3 CROSS SECTIONS WITH THE BART FRON FRAME 4 0 YOUi D DETAILS TH AMES 5 UNIT COMPONENTS & miLL OF MATERIALS i 3 a 4 V �n N tl. 39.625° MAX 01A UNIT WIDTH 36 °° MAX. DOOR PANFJ WIDTH q 11011 N FM JELD -WEN STEEL EDGE DOOR IN THE KEWANEE ADJUSTA -FRAME VIEWED FROM THE EXTERIOR I 2 � C = a rt 3 Z- V N Co °p TABLE 1: DESIGN PRESSURE RATING UNIT TYPE WHERE WATER WFXTRA77ON WHERE WATER INFILTRATION REQUp7EMENi IS NEEDED REQUIREMENT IS 01 NEEDED 3-0 WITH BUMP FACE THRESHOLD +70 PSF 70 PSF / - 3-0 W/ H0 +70 PSF -70 PSF OW OLD (SEE NOTE 1 Nf 1. CAN BE USED WHERE OVERHEAD REQUIREMENTS MEET THE 2004 F8C SECTION R 4410.2.3.11 39.625° MAX 01A UNIT WIDTH 36°° MAX. DOOR PANEL WIDTH Q �_l I 0_1 I I*( U U JELD -WEN STEEL EDGE DOOR IN THE DUNBARTON REDIFLEX FRAME VIEWED FROM THE EXTERIOR PROPUr.'r eF.MF.M1YFd1 ae r,.... and: V "flMiai A.rr. D Exphnr.... �... •OS' a�P Z W I 9 ii N IDNI_6 ;§ --1.50" MIN. EMB. TYP. ..'q '. .. . . NIMM 0-75" MIN EDGE DER 24 2 Id 0 $ E�E819.$ �..��j„ t , �'" � IN7ER OR 1.75" MIN. —PANEL THK. SEE NOTE I �0.25" MAX SHIM ' t-F\ HORIZONTAL CROSS — SECTION \aJ LATCH JAMS TO SUCK NOTES. 1. SNAP-ON TRIM PACKAGES ARE AN OPTION AND CAN BE ORDERED FOR ONE SIDE, BOTH SIDES, OR NOT ORDERED AT ALL 4 4 1.25" MIN. EMB. 2.50.- MIN. LEI 75-T EDGE DIST. iw'. �ENOUIZA �BUMPFACE THRESHOLD 8"N WRVCAL MSS SECTION WITH \2 ./ IMPERIAL HIGH DAM THRESHOLD E)aERl _ 1.25" _T MIN. 1.75* MIN, PANEL THK. LLJ Ld MIN. EDGE DIST. 1.50' MIN. EMB. TYP. rD-"\ HORIZONTAL CROSS SECTION \.?j HINGE JAMB TO BUCK Pwoucr RU49WED = pmus -fth me Floeid. 8e9 cede A-ptime No -031 'Ar Zol.. dale 0 Y' nfvbtm A (A z 0 m En P-)b, 6 N .-I ml II jig irS 0.75" MIN. EDGE oisr, SEE 19 NOTE I ap T 0.25' MAX. SHIM 1.50" MIN. EMB. SEE NOTE I �0.25" MAX SHIM ' t-F\ HORIZONTAL CROSS — SECTION \aJ LATCH JAMS TO SUCK NOTES. 1. SNAP-ON TRIM PACKAGES ARE AN OPTION AND CAN BE ORDERED FOR ONE SIDE, BOTH SIDES, OR NOT ORDERED AT ALL 4 4 1.25" MIN. EMB. 2.50.- MIN. LEI 75-T EDGE DIST. iw'. �ENOUIZA �BUMPFACE THRESHOLD 8"N WRVCAL MSS SECTION WITH \2 ./ IMPERIAL HIGH DAM THRESHOLD E)aERl _ 1.25" _T MIN. 1.75* MIN, PANEL THK. LLJ Ld MIN. EDGE DIST. 1.50' MIN. EMB. TYP. rD-"\ HORIZONTAL CROSS SECTION \.?j HINGE JAMB TO BUCK Pwoucr RU49WED = pmus -fth me Floeid. 8e9 cede A-ptime No -031 'Ar Zol.. dale 0 Y' nfvbtm A (A z 0 m En P-)b, 6 N .-I ml II jig irS 0 SEE NOTE 1 G AL CROSS SECTION \.2,1 LATCH JAMB TO BUCK " NOTES: S EXTERIOR .. I�)�pIQ � 1. SNAP —ON TRIM PACKAGES ARE AN OPTION •''^''1' AND CAN BE ORDERED FOR ONE SIDF, •ri•j ^.''"" BOTH SIDES, OR NOT ORDERED AT ALL !•; >,,; 1.75" MIN. •r• PANEL THK. :.. • y ?. 10 a 29 z: °"•• ; a.'. ' as dam, E 1.25 MIN. tl EMS. I_ 2.50" MIN. 1.75" EDGE DIST. MIN. r QVERTICAL CROSS SECTION WITH 3 ENDURA BUMPFACE THRESHOLD - uta,. mill. C�F _HERTICAL CROSS SECTION WITH 3 IMPERIAL HIGH DAM THRESHOLD ).75" MIN. EDGE DIST. MAX. SHIM 0.75" MIN. EDGE DIST. 0.25" MAX 1.50" MIN. EMB. TYP. 14 z` 31 /-H1 HORIZONTAL C `3J HINGE JAMB TO BUCK PRODUr r RP•REWIM ;L °.. od dt31�•os W I O w 0 UI I' jig 1.50" MIN. EMB. 19 14 14 0.75" MIN. IN�INIIINNNIII IIINII INNINIINIMNNNI EDGE DIST. _ 0.25" MAX. SHIM 1 26 33 20 0 SEE NOTE 1 G AL CROSS SECTION \.2,1 LATCH JAMB TO BUCK " NOTES: S EXTERIOR .. I�)�pIQ � 1. SNAP —ON TRIM PACKAGES ARE AN OPTION •''^''1' AND CAN BE ORDERED FOR ONE SIDF, •ri•j ^.''"" BOTH SIDES, OR NOT ORDERED AT ALL !•; >,,; 1.75" MIN. •r• PANEL THK. :.. • y ?. 10 a 29 z: °"•• ; a.'. ' as dam, E 1.25 MIN. tl EMS. I_ 2.50" MIN. 1.75" EDGE DIST. MIN. r QVERTICAL CROSS SECTION WITH 3 ENDURA BUMPFACE THRESHOLD - uta,. mill. C�F _HERTICAL CROSS SECTION WITH 3 IMPERIAL HIGH DAM THRESHOLD ).75" MIN. EDGE DIST. MAX. SHIM 0.75" MIN. EDGE DIST. 0.25" MAX 1.50" MIN. EMB. TYP. 14 z` 31 /-H1 HORIZONTAL C `3J HINGE JAMB TO BUCK PRODUr r RP•REWIM ;L °.. od dt31�•os W I O w 0 UI I' jig :e 14 TYP. SEE DETAIL 2 L-s ui B to O 14 14 C 13.81° MAX. D.C. C� INTERIOR i I 6 ° 0 I 16° � io INSTALLATION ANCHOR LOCATION SEE INSTALLATION NOTE #1 8 tp U C C 14 TYP. EXTERIO 1 0 U1 a N n M 61 6° i--- -� 7 ANCHORING LOCATIONS ❑ FOR EWED FROM EXTERIOR 7 a e ❑ o cs 0 0 TYP. 80�F1R,4MES I I —� Imo--- 8.Q0° ---�I F-- 8.00° ---I KEWANEE FRe►aE HINGE DUNBARTON FRAME HINGE REINFORCEMENT 7GA. H.R.S. REINFORCEMENT 7GA. C.R.S. SEE DETAIL 1 14 TYP. INSTALLATION NOTES: 1. ANCHORING SCREWS IN THE HEADER AND SIDE JAMBS ARE IN THE FACE NAILING FLANGE OF THE FRAME. IF THE ANCHORING SPACING DOES NOT FALL ON ONE OF THE PRE — PUNCHED HOLES, DRILL A HOLE IN 714E FACE NAILING FLANGE AT THE CORRECT DIMENSION. 2. THE CLOSURE FRAME FOR BOTH UNITS ARE ANCHORED WITH THE SAME SPACING AS THE BASE FRAME OF THE SAME UNIT. ANCHOR THE CLOSURE FRAMES WITH ITEM #14. SEE SHEETS 2 AND J. PRDDOCPRLVrWW x co-..a.a..r �rhh the PIw►a Z W I w f 0 I d� I 3 7avX C O I� jig V%wW vr% ma 1.20 " -{ KEWANEE ADJUSTA -FRAME BASE FRAME PROFILE i6GA STEEL 2 3 4 0.,6 "7 0.15° 0.67° 1 T -�1 T 0.56" 1.82" _j I VARIES W/� WALL SIZE KEIMEE ADJUSTA -FRAME CLOSURE FRAME PROFLIF 180A STEEL 3 36 Fo. ° FRAME WEATHERSRTIP THRESHOLD WE47HERSR7IP SCHLEGEL Q -LON QDST675 SCHLEGEL Q -LON QOS650 24 10 0. @(B@ 2 1.73° 1.27° 0.25"—1 F"- 17 IIII I I kA ITEM DESCRIPTION 1 DOOR, STEEL FACE SHEET 24GA 0.022 MIN. STEEL AnJU.g7A- FRAUF_ wFAn .iAu5 �nn_A TOP RAIL STILES PROFIT F DOOR BOTTOM RAIL PROFl E 0.040° ROLL FORMED STEEL 0.040" ROLL FORMED STEEL Ri® I-0.36° 0.33° 1 1.45.1 1 T_ T OUNBARTON REDIFLEX FRAME SNAP_ON STEEL TRIM PROFILE 22GA. HOT- DIPPED GALV _{ 1.56' 0.65" VARIES W/ WALL SIZE pUNBARTON REDI EX AIIF CLOSURE FRAME PROFILE 18GA 00 745" 253" 1.00° 2.125" -+ OUTSVYING BUMPFAGE THRE HO (0.050" EXTRUDED ALUM.) (ENDURA) 29 12 ° 0.55° 0.50�- -1.49 °� T--- DUMBARTON REOIFLFX FRAME SNAP -ON ALUM TRIM PROFIT F 0.045 WALL ALUM EXTRUSION 38 2.25 "--L_L 0.36" 00..6-6" DUNBARTON REDIFLEX FRAME 0.125 MIN WALL RIGID PVC 38 1.047" " 1.7I5° r^-a "3.25" DUTSWING HIGH D M THR SHO � (0.051" EXTRUDED ALUM.) (IMPERIAL) O " 0.27 �r1.56.1 V 0.22" SNAP -ON TRIM PROFILE 18GA STEEL 0 3B IREDIFLEX ALUM. TRIM .045° THK. TYP. �PRomermmmm atm.. tr f•I•vt.:•R'. •• � O `7tum1 i7i.r:r yrt"lorel �,'Apf� ALUM. f� 0 rn to d p 1 ,8 o s m STEEL Z STEEL WOOD $ MDF I FOAM Y Lu vi p WOOD mw� M PLASTIC FOAM x STEEL M 3B IREDIFLEX ALUM. TRIM .045° THK. TYP. �PRomermmmm atm.. tr f•I•vt.:•R'. •• � O `7tum1 i7i.r:r yrt"lorel �,'Apf� ALUM. f� r ° M' ®DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade.tiov/buildiniEcode 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed io comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series `°SH -7800 (Fin Frame)" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L7800-0801, titled "Series -7800 Single Hung Fin Frame Impact Window ", sheets 1 through 4 of 4, dated 03/31/08, and prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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 k 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. 11 c 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 pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. a NOA No. 08 -0527.18 EairaEion Date: November 06,1013 Approval Data: Novgmber 06, 2008 `Page 1 ;. SHOP D�H�CT� p�iV1VE(� RAC DESIGN, REJEcTEo U NO EXCEPTIONS TAKEN ��++' RE- SUBMIT APPROVED WITH COMMEND REV {EW IS FOR GENERAL CONTRACT DOC M E pESIGN CONCEPT AND y. acted as relieving the ents shall not be con ro ect plans and Markings or comft m compllarice wit - the p j �Csp Te de artures therefrom. for confirming and e ons , nor P ons. for remains respon�ble for details &accuracy. ail quantities, job conditions and 1 e assembly correlating rocesses, for techniq safes, anner. selecting fabrication P', his work in and constru ��' and for p DATE: BY: f Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L7800 -0801, titled "Series 7800 Single Hung Fin Frame Impact Window", sheets 1 through 4 of 4, dated 03/31/08, and prepared by manufacturer, 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 an Aluminum Single Hung Fin Window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2083, dated 03/14/08, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Fin Window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2084, dated 03/14/08, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Fin Window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2015, dated 01A5/08, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Fin Window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2016, dated 01/15/08, signed and sealed by Candido F. Font, P.E. 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) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Fin Window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 074324, dated 01/15/08, signed and sealed by Candido F. Font, P.E. 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Fin Window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -074325, dated 01/15/08, signed and sealed by Candido F. Font, P.E. Manuel Perez, P Product Control Exa e NO No. 08-05 Expiration Date: November 06, 2013 Approval Date: November 06, 2008 E -1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Lawson Industries, Inc., dated 05/16/08 and 07/07/08, signed and sealed by Thomas J. Sotos, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB, Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 08- 0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04 /17/08, expiring on 04/17/13. 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IHG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated July 01, 2008, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 16, 2008, signed and sealed by Thomas J. Sotos, P.E. 3. Laboratory compliance letter for Test Report No.'s HETI -08 -2083, HETI -08 -2084, HETI -08 -2015, HETI -08 -2016, HETI -07 -4324 and HETI -07 -4325, issued by Hurricane Engineering & Testing, Inc., dated January 15 through March 14, 2008, signed and sealed by Candido F. Font, P.E. G. OTHERS 1. . None. E -2 Manuel Pere Product Control E amin r NOA No. 08- :18 Expiration Date: November 06, 2013 Approval Date: November 06, 2008 via ()) W ER FRAME flff ER'FRAME S 61 •L., o r R FRAME JAMB WINDOW FIN FRAME WIDTH Ia.tES• 14.129 �laJES• W 44 PER FROM F mmim A 4 (W a PER FRAME I (C) 6 PER FRAME J A a' MaK D.L.O. Mdth D =48 11/16- 7.j;; l4 WINDDV BUCK WIDTH ' WINDOW apc V[I UN —EQUAL LITE RADIUS UN —EQUAL LITE ELEVATION ELEVATION General Notes: SERIES -7800 SINGLE HUNG IMPACT WINDOW — FIN FRAME W THIS WINDOW SYS= IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HM) AND ASTM 1300 -98. THIS PRODUCT IS IMPACT RESISTANT WINDOW FIN FRAME VIDTH 14.I �— I4AES� 2B' I 14.129' j / W .0 vINBOV BOCK• VIDTH EQUAL LITE ELEVATION 2.) 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED s0 THAT THE ; 4`"`�`d �``'```d�````" • : ";"'`:i 4. a a m � 4 (D m h m BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH I B.) SEE SHEET 3 FOR GLAZING DETAILS &, OPTIONS AND DESIGN PRESSURES, Is ;, r:..;' • "` Ezr GLADE BA(x REDD= TD BE APPLIED BEHIND L THE WINDOW OPENING MUST BE PROTECTED WITH A REQUIREMENTS OF 2004 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. a° Bt WINBOW FRAME FIN BY ggo 3.} ANCHORS SHOWN ABOVE ARE AS PER TEST UN1TS. ANCHORS ON ALL WINDOW BARRIER I (SEE SHEEP #1 FOR DETAIL) � INSTALLER (TYPJ � o ' FRAME PERIMETER canKIN6 NOT BY •LAVSON U yya THE WINDOW MOUNTING FIN. (NOT BY LAWSON INDUSTRIES) 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND INiem DAdDP Cm@TA LS.) EXT. & INT. FALSE COLONIAL MONTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE �jA c W a 2. THE WINDOW FRAME FIN TO BE BACK - BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FIN 1, a H � a BY WINDOW INSTALLER (TYP.) a tFa:4a 3. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO TYPES TABULATED HE SHEET �I9). REIN (SEE 2.) 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED s0 THAT THE ; 4`"`�`d �``'```d�````" • : ";"'`:i 4. 7.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. WINDOW INSTALLATION NOTES: BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH I B.) SEE SHEET 3 FOR GLAZING DETAILS &, OPTIONS AND DESIGN PRESSURES, Is ;, r:..;' • "` Ezr GLADE BA(x REDD= TD BE APPLIED BEHIND L THE WINDOW OPENING MUST BE PROTECTED WITH A REQUIREMENTS OF 2004 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. .R:': : `r:. - ;;.•.,: ;:,; WINBOW FRAME FIN BY CODE APPROVED FELT OR MOISTURE/WEATHER BARRIER, 3.} ANCHORS SHOWN ABOVE ARE AS PER TEST UN1TS. ANCHORS ON ALL WINDOW BARRIER I (SEE SHEEP #1 FOR DETAIL) INSTALLER (TYPJ APPROX. 12• WIDE THROUGHOUT ENTIRE PERIMETER OF SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.). BY OTHERS(TYPJ FRAME PERIMETER canKIN6 NOT BY •LAVSON t1 ridA OF 2004 FLORIDA BUILDING CODE SECTION 2003.8.4 AND /OR SECTION 2528.2 THE WINDOW MOUNTING FIN. (NOT BY LAWSON INDUSTRIES) 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND INiem DAdDP Cm@TA LS.) EXT. & INT. FALSE COLONIAL MONTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE EXTERIUR FINISH BY OTHERS UYPV 2. THE WINDOW FRAME FIN TO BE BACK - BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FIN 1, TO BE REVIEWED BY BUILDING OFFICIAL. By BY WINDOW INSTALLER (TYP.) 6J WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS tFa:4a 3. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO TYPES TABULATED HE SHEET �I9). REIN (SEE ate e.a ?%3,��,Y•,':; �;%•s�,a•�?;D;;;) � r'4�• •, w; HE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) 8.) WINDOWS ARE QUALIFIED FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN SEE SHEET #3). ; 4`"`�`d �``'```d�````" • : ";"'`:i 4. 7.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. ,;i?; ;•,. B.) SEE SHEET 3 FOR GLAZING DETAILS &, OPTIONS AND DESIGN PRESSURES, Is ;, r:..;' • "` FRAME FIN 9.) WOOD OPENING SHALL BE PROTECTED WITH AN APPROVED MOISTURE .R:': : `r:. - ;;.•.,: ;:,; RESISTANT WEATHERBARRIER (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEEP #1 FOR DETAIL) ApIMOVN BV wmply}BgaMNWUFa 10.) MATERIALS: INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WPIH OTHER DI99DHIAR MATERIALS SHALL MEET THE REQUIREMENTS FRAME PERIMETER canKIN6 NOT BY •LAVSON t1 ridA OF 2004 FLORIDA BUILDING CODE SECTION 2003.8.4 AND /OR SECTION 2528.2 STL= aR INDUSTRIES' BRlES•, M B APPLIED BY UTMERS INiem DAdDP Cm@TA LS.) EXT. & INT. FALSE COLONIAL MONTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE EXTERIUR FINISH BY OTHERS UYPV WINDOW INSTALLATION DETAIL By g�z } d OPOSED WINDOW FRAME FIN TO NOTE: BE PROTECTED WITH AN APPROVED t t MOISTURE / WEATHER tuo» rOd ALL ANCHORS TO BE B12 SMS OR VD. SCREW maumo or ENTHSE � FIN C" W WITH A MINIMUM OF 1 1/2' PENETRATION INTp BY OTHERS aw.) 'Ia 012 SMS w VS W/ tb�:' 012 SMS w WS W/ c $ 1 1/2' MIN WDDD EMBEDMENT crYPJ 1• t Val HIM. WOOD EMBEDMENT CTYPJ WOOD. C REFER TO WINDOW ELEVATIONS ON tO A a x ALL VIII �+' ALL WOOD SHEET I FOR MAX. ALLOWABLE ANCHOR SPACING) 2 02 dl ENGINEERED SEPARATELY ;a. _ a a TO BE REVIEWED ,,{I gE6m BE REVSDTELY • MHEM THE (SAP BVMU N THE WINDOW FRAME AND pa m I g t BLDG. OFFICIAL (TYP.) ' ay4 BLDG OFFICIAL aW.) THE BOCK L4 LESS THAN 1/8 °. SH[MS ARE NOT o a °•.o <• ran:'.: 2i o GAP I! SHIM SPACE Al 1/4' C 2 O i 1 �4,tTYPJ RADIUS HEAD •S SP m 1 HEAD R 1 i 18 17 19 c 1 m. LAMINATED GLASS 4 18 9 18 0 12 SMS or WS W/ 1 1/2• MIN. WOOD EMBED 2 BY 4 MIN. ii SEE SPACING WOOD BUCK I g O 4 TED GLASS nx 5 yl BEDDING SHIT SPACE ...; peel w b� L Ernw oR / rk5' I. Almon ..,. ".'';•� � INTERIOR tTTPJ ��...y �r � P a tP SMS w WS W/ I I/2' MIN. WOOD EMBED SEE ELEVATION FOR 'i ® �[�IC. -�'I Get' �' ►M�ii 11►� N Nil ............ L V MEN I n1o' a tP SMS w WS W/ I I/2' MIN. WOOD EMBED SEE ELEVATION FOR 7800 FW WPACr 8NQZ HUNG VWWN EQUAL. LUTE IMNDOW Glass I Gloms I Glass Gloms Glass 11l�N81006 "1° Tm "2° ww "3° TVDO 4° T= "8 s� th I I ate) I P(+/-) I PK) I P(�) I P(4/j 12 20,375 13 2(1375 14 20.375 145 20.375 15 1 20.375 16 1 20.375 ►:' ELM ONE -no m � W12 as ''� KJ5 1 27.75 1 75.50 1 60 1 60 1 60 1 46 1 1 60 22 1 3825 1 2725 1 60 60 1 60 1 46 60 23 1 3825 1 39.625 I W 60 1 60 1 46 60 24 1 3825 1 51.875 1 60 1 80 1 60 1 46 1 60 35 54375 6425 36 54375 75.50 AMPIN Gi G om .1 LAMINATED GLASS COMPOSITION - G1, 02, k GS ITID/ m� Tf�i 08TAa. idY6T6T3 OBBt�QON I 1 VD' NEAT- STREN- MiTENEO PVB - Sa -UTlA WS - @D+miT or PVB - =AM m PVB - SAFLEIG e 0080 PLASTIC OITE BAYER 3 3 V(Y IFAT- STRENGLITEPEp MSS —JI4 oae GLA&9 COMPOSMON - G4 Ir1sI masv D DDGD. TAffiUUTN DEOCR<p740 I I/8' ANNEALED GLASS VG' ANNEALED GLASS PVB - Sa -UTlA e 0080• PLASTIC DGTERLAYER 3 3 US' ANNEALED GLASS AAGA• JJJ GLAZING DETAILS AND OPTIONS WIND= 1 Glass 1 Giaes 1 Gies 1 Glass I Glass 1 H35 - 5 1 27.75 1 75.50 1 60 1 60 1 60 1 46 1 60 1 Lol NEWS MEME Cs3 9UL1TIM TAMMATED GLASS COMPOSMON G5 TT31G GLM 0�9TON ��• _ 1 p vv I�ImPA18i ANSCOMON 1 VG' ANNEALED GLASS PVD - SC4U1'IA e 0080' PLASTIC INTEILAYER 3 V[M ANNEALED QASS 4 4 U4' D'SlMlm ADi SPACE 11L' HEAT- STRO04TEM GLASS D 1B' Afi6ALE0 {$ASS INSULATED LAMINATED MASS COMPOSITION G5 zm Gum D o1T A _ 1 p YP WtDtATe n m1TDN 1 VGM HFAT- STRElSJITENEO GLASS PVB - nupaNT e 0080' PLASTIC DnERLATER 3 VD' HEAT- STRFNCMFNED GLASS 4 V4' INWLAUM AIR SPACE 5 11L' HEAT- STRO04TEM GLASS 46 io M 1.. M N � W p z O W m: DAIe Nona _ g lt�.Eamlt�adDP Cawm 1}i By 26 6 25 6 5 � 21 cJ LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. ONLY TWO (2) LOCKS ARE REQUIRED PER EACH VENT. I m;- Q! mmV O O W o °o Ca a 0 lit � a `61l I --I, I FRAME HEAD FIXED MEETING RAIL L -7801 L -7704 FRAME TOP CORNER i O C O ® LOS4� 1p � 482 �� 9 RAIL i7 � � m Q to q $a ii v Q z a Z o 2b91 ---I MAME m l FRAME Sal d6 m a L -7802 FRAME JAMB FRadE DAUB A L290 $ 2 L44t O U 2.437 ~ � } W o 2b43 " a C O 46z� E I 46z 1.29 - —.062 Ol w o -o �zw 2713 41PS —.-� I —.781 O moue 9n i VENT INTERLOCK RAIL VENT BOTTOM RAIL EQ(�E BOTTOM CORNER L -7708 L -7708 ® o VENT TOP CORNER 462 24m 2.082 O 8 462 vENt.uNa auL z -� -LESS VENT TOP RA2 VENT SPRING LATCH VENT JAMB RAIL GLAZING BEAD GLAZING BEAD GLAZING BEAD 9 L -7530 L -7707 L -7708 L -7711 L -4204 ' © U7 ® 16 17 462 ��--� oral T L AI9R'avod�wrogIgb18A1tAtlla © w 1413 .062 LI69 .3s1 �'� D It DCodo v2Ni B(HD21 RAIL I —T I NROASDado VENT BOTTOM CORNER 773� .773 ITIY bye 466 FRAME & SASH. CORNER DETAILS a HILL OF MATERIALS TEEM 9 PABT � RM. DESCRIPTION REMARBA 1 L -7801 1 FIN FRAME HEAD 6063 -T6 ALUMINUM 2 L -7802 1 FIN FRAME SILL 6063 -T6 ALUMINUM 3 L -7803 2 FIN FRAME JAMB 6063 -T6 ALUMINUM 4 L -7704 1 FRAME FIXED MEETING 6063 -T6 ALUMINUM 5 L -7705 l VENT MEETING CTOP) RAIL 6063 -T6 ALUMINUM 6 L -7706 1 VENT BOTTOM (LATCH) RAIL 6063 -T6 ALUMINUM 7 L -7707 -� 2 VENT JAMB (SIDE) RAIL 6063 -T6 ALUMINUM 8 L -7708 AS REp'D, GLAZING HEAD C 3/8•) 6063-75 ALUMINUM 9 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4• P.H. PHILLIPS 10 FS -040 AS READ, INSTALLATION SCREWS 7112 X t L /4' FJVPHIL. 11 L -7531 AS REQ'D. BULB VINYL WTS'P 1/4• DIA. BULB 63033 12 PVS -003 AS REQ'D, FIN SEAL WEATHERSTRIP .187•x230' 13 PWS -005 AS REO'D. FIN SEAL WEATHERSTRIP .187'x,350• 14 PUS -009 AS REp'D. FIN SEAL WEATHERSTRIP .187•x.310• 15 HC -024 -1 2 SELF ADHESIVE PILE PAD 1/4' X t 1/2• 16 L -7711 AS REp'D. GLAZING BEAD 6063 -T5 ALUMINUM 17 L -4204 AS REQ'D, GLAZING BEAD 6063 -T5 ALUMINUM IB L -7723 1 SASH BALANCE CAM /GUIDE C2 X VENT) 19 L -7725 Z RIGID VINYL SASH STOP C2 X FRAME) 20 L -7727 2 BLOCK a TACKLE BALANCE BSI Balance Systems 21 L -7539 2 VENT EXTRUDED LATCH (2 X VENT) 22 L -7523 2 VENT LATCH SPRING CI x LATCH) 23 SM -5731 AS REp'D, GLAZING SILICONE SM -5731 24 T� 2 Laminated Glass SEE GLAZING DETAILS 25 HC -057 -1 2 VENT MOLDED LATCH MOLDED NYLON 26 HC -058 -1 2 VENT SWEEP LATCH MOLDED NYLON 27 w 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026 -1 I SCREEN FRAME a MESH 29 L -7730 1 PRODUCT LABEL 30 r 2 Assembly Joint Gasket AT FRAME SILL 31 SM -5504 AS REQ'D� JOINT SEALANT SM -5504 32 ■ AS REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL FRAME HEAD FIXED MEETING RAIL L -7801 L -7704 FRAME TOP CORNER i O C O ® LOS4� 1p � 482 �� 9 RAIL i7 � � m Q to q $a ii v Q z a Z o 2b91 ---I MAME m l FRAME Sal d6 m a L -7802 FRAME JAMB FRadE DAUB A L290 $ 2 L44t O U 2.437 ~ � } W o 2b43 " a C O 46z� E I 46z 1.29 - —.062 Ol w o -o �zw 2713 41PS —.-� I —.781 O moue 9n i VENT INTERLOCK RAIL VENT BOTTOM RAIL EQ(�E BOTTOM CORNER L -7708 L -7708 ® o VENT TOP CORNER 462 24m 2.082 O 8 462 vENt.uNa auL z -� -LESS VENT TOP RA2 VENT SPRING LATCH VENT JAMB RAIL GLAZING BEAD GLAZING BEAD GLAZING BEAD 9 L -7530 L -7707 L -7708 L -7711 L -4204 ' © U7 ® 16 17 462 ��--� oral T L AI9R'avod�wrogIgb18A1tAtlla © w 1413 .062 LI69 .3s1 �'� D It DCodo v2Ni B(HD21 RAIL I —T I NROASDado VENT BOTTOM CORNER 773� .773 ITIY bye 466 FRAME & SASH. CORNER DETAILS a HILL OF MATERIALS TEEM 9 PABT � RM. DESCRIPTION REMARBA 1 L -7801 1 FIN FRAME HEAD 6063 -T6 ALUMINUM 2 L -7802 1 FIN FRAME SILL 6063 -T6 ALUMINUM 3 L -7803 2 FIN FRAME JAMB 6063 -T6 ALUMINUM 4 L -7704 1 FRAME FIXED MEETING 6063 -T6 ALUMINUM 5 L -7705 l VENT MEETING CTOP) RAIL 6063 -T6 ALUMINUM 6 L -7706 1 VENT BOTTOM (LATCH) RAIL 6063 -T6 ALUMINUM 7 L -7707 -� 2 VENT JAMB (SIDE) RAIL 6063 -T6 ALUMINUM 8 L -7708 AS REp'D, GLAZING HEAD C 3/8•) 6063-75 ALUMINUM 9 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4• P.H. PHILLIPS 10 FS -040 AS READ, INSTALLATION SCREWS 7112 X t L /4' FJVPHIL. 11 L -7531 AS REQ'D. BULB VINYL WTS'P 1/4• DIA. BULB 63033 12 PVS -003 AS REQ'D, FIN SEAL WEATHERSTRIP .187•x230' 13 PWS -005 AS REO'D. FIN SEAL WEATHERSTRIP .187'x,350• 14 PUS -009 AS REp'D. FIN SEAL WEATHERSTRIP .187•x.310• 15 HC -024 -1 2 SELF ADHESIVE PILE PAD 1/4' X t 1/2• 16 L -7711 AS REp'D. GLAZING BEAD 6063 -T5 ALUMINUM 17 L -4204 AS REQ'D, GLAZING BEAD 6063 -T5 ALUMINUM IB L -7723 1 SASH BALANCE CAM /GUIDE C2 X VENT) 19 L -7725 Z RIGID VINYL SASH STOP C2 X FRAME) 20 L -7727 2 BLOCK a TACKLE BALANCE BSI Balance Systems 21 L -7539 2 VENT EXTRUDED LATCH (2 X VENT) 22 L -7523 2 VENT LATCH SPRING CI x LATCH) 23 SM -5731 AS REp'D, GLAZING SILICONE SM -5731 24 T� 2 Laminated Glass SEE GLAZING DETAILS 25 HC -057 -1 2 VENT MOLDED LATCH MOLDED NYLON 26 HC -058 -1 2 VENT SWEEP LATCH MOLDED NYLON 27 w 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026 -1 I SCREEN FRAME a MESH 29 L -7730 1 PRODUCT LABEL 30 r 2 Assembly Joint Gasket AT FRAME SILL 31 SM -5504 AS REQ'D� JOINT SEALANT SM -5504 32 ■ AS REO'D. PERIMETER MIAMI -DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE BCCO METRO -DADS FLAGLER BUILDING PRODUCT CONTROL DIVISION ( ) 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE NOA www.buildingcodeonline.com Jeld Wen Inc. 3737 Lakeport Blvd. Kalamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. . DESCRIPTION: Series "Premium Atlantic" Vinyl Outswing French Doors -LMI APPROVAL DOCUMENT: Drawing No. JELD0028, titled "Premium Atlantic Vinyl Entry Outswing Doors ", sheets 1 through 7 of 7, prepared by PTC, LLC, dated 06- 21 -06and last revised on 09/28/07, signed and sealed by Marlon S. Hampton, 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 Division. MISSILE NPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there ha§ been a revision orfhange in the materials, use, and/or manufacture of the product or process. Misuse of this N04 as in end�nft any product, for sales, advertising or any other purposes shall automatically terminal this NOA: Failueo 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 -Dads County, blorida;, acid fly wedT3 the expiration date may be displayed in advertising iterature. If an be done in its entirety. g Y portion of"the NOA is displayed, > its " Y? INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its`ei t Ito 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 pages E -1, as well as approval Document meiitioned,abdve The submitted documentation was reviewed by Ishaq I. Chanda, P.E. _ L, ti:^ 4 NOA No'06- 07f0.16 'x Y Expiration Date: November Ol, X2012 ' � °A Approval Date: November'0100T� Page 1,.�� to F r °° v, =J 'aa RAM �, !=Ft� JECTED v APPROVED REVIEW Is FOR GENERAL COWOWANCE WM41 DESIGN CONCEPT AND. Z OCWMOn D�U re to 'brkings or comments shah rya �� me Prolect p� and GNTR T R from comp? eciFlcations, nor depart ►. s re om The for confirming attd nains responsible for details & 6M. Wad. dimensions, ter ;orrelati;7g all quantitie o jobs o f�te hn� es of assemb r ,ele ;ct4nc� fnhricat.on p his work in a safe manner. � construction, and for performing DATE: f. n - Jeld Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. JELD0028, titled "Premium Atlantic Vinyl Entry Outswing Doors ", sheets l through 7 of 7, prepared by PTC, LLC, dated 06- 21 -06and last revised on 09/28/07, signed and sealed by Marlon S. Hampton, 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 and TAS 202 -94 along with marked -up drawings and installation diagram of Outswing vinyl French door, prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL - 210 - 3217 -1 dated 03/08/06 and NCTL- 210 - 3217 -1 dated 03/12/07, both signed and sealed by Gerad J. Ferrara, P.E. C. CALCULATIONS 1. Anchor verification Calculations, prepared by PTC, LLC, dated 8/17/07 and last revised on 10 -09 -07, signed and sealed by Marlon S. Hampton, P.E: 2. Glazing Complies with ASTM E- 1300 -02. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.10 issued to E.I. DuPont DeNemours for their "Sentry Glas Plus ", expiring on 12/11/08. 2. Notice of Acceptance No. 06- 1220.01 issued to Spectus System -A Mikron Company for their "White Rigid PVC ", expiring on 12/26/2011. F. STATEMENTS 1. Statement letter of conformance and "no financial interest ", dated 09/28/07, signed by Marlon S. Hampton, P. E. 2. Laboratory compliance statement, part of above referenced test report. G. OTHER 1. None 1(7 � I.- CL4," haq 1. Chanda, P.E. Product Control Examiner NOA No 96- 0710.16 Expiration Date: November 01, 2012 Approval Date: November 01, 2007 E -1 UNIT PANWX EL HEIGHT HEIGHT DLO 95 1/2" 9 " HEIGHT EarP 83 1/4" 5 D 5 MAX. UNIT WIDTH MAX. UNIT WIDTH 71 1/2" 36 1/4" MAX. PANEL MAX. PANEL WIDTH 35" MAX. PANEL WIDTH 34" TYP WIDTH 34" (WITH ASTRAGAL) DLO DLO WIDTH WIDTH 24 1/4" 4 1/4 (TY'•) B C K L 4 4 NI-A-3 4 4 3 3 HOPPE ra MULTI -POINT LOCK SET I I N II II )( HE GHT HEIGHT 5 5 X 5 X 95 1/2" 9 �GP DLO HEIGHT I 6 83 .1/4' ACTIVE I NACTIVE Me 3100 SERIES OUTSWIN• SINGE ENTRY DOOR GENERAL NOTF„8, EXTERIOR ELEVATION 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2004 FLORIDA BUILDING CODE AND ITS 2005, 2008, AND 2007 SUPPLEMENTS, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS .eLQI REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 5. DOOR FRAME AND PANEL MATERIAL: PVC. 6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. 7. DESIGNATION "X" STANDS FOR THE FOLLOWING: X - OPERABLE PANEL B. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THE DESIGN OF THE PRODUCTS SHOWN HEREIN. WIND LOAD DURATION Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. DESIGN PRESSURE RATING (PSF) IMPACT RATING WATER INFILLTRATION WATER INFILLTRATION 2 REQUIRED NOT REQUIRED LARGE MISSLE IMPACT 180.0 150.0 �% MULTI -POINT -\,4J LOCK SET 3400 SERIES OUTSWING FRENCH DOOR EXTERIOR ELEVATION (ABLE OF CONTENTS —1 -ELEVATIONS & GENERAL NOTES Approved sa complying a14a dm � Bg Code No- 1� Miami Bade Product CanigOl awo� " 1h11� I f X. I 2 A OR LAYOUTS AND NOTES 3 RTCIAL CROSS SECTIONS 4 VERTICAL & HORIZONTAL CROSS SECTI NS AT STRIKE PLATES 5 HORIZONTAL CROSS SECT10 8 HO I SE ONS B.O.M. & G DETAIL 7 OR MPO a ews PR um-mas tan as aa/as/oa Morton S. Hampton P.E. No. 55863 -1/ V/ V/ t cog a n :ePE oertamam of aultMmtlan tm. JELD —WEN, INC. 355 CENTER CT., VENICE, FL. 34285 Una PREMIUM ATLANTIC VINYL ENTRY (3100) & FRENCH (3400) GENERAL NG DOORS ELEVATIONS &GENERAL NOTES awwm M wM-ams � at ®/oe/m /ae/o7 as WORM Pea toad -CON UMOk ON a/101" QP4M ® PRORAW �. —ww DRL 06 21 aroma Pm ttutt urnae an at/asM au a ews PR um-mas tan as aa/as/oa a/m Isa N.T.S. JELDOO: REAM oatE sr Pr UTAMM ft am.wo.taae D ' 1 OF 7 36.25" 6" MAX. TO EDGE 6" MAX. HEAD OF HINGE TYP. I — & SILL (TYP.) 6" MAX. TOP /BOTTOM TOP &BOTTOM CORNER TYP. —7 16.7" MAX. Hit O.C. (TYP.) o — 26.66" I 2 PLCS. ® O.C. (TYP.) I o 1 I 95.5" X T. STRI ` 0 _ ® 31.56" 2.84" Aj?�SHOOT I--- l 1.34 � BOLT STRIKE PLATE (SINGLE DOOR) X CONFIGURATION — LEFT OR RIGHT TOP AND BOTTOM (TYP.) EXTERIOR ELEVATION INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 'INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 4. FOR INSTALLATION INTO WOOD FRAMING, USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/2 INCH MINIMUM EMBEDMENT. 5. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE /MASONRY, OR DIRECTLY INTO CONCRETE /MASONRY, USE 1 /4 .INCH ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4 INCH MINIMUM EMBEDMENT. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING). 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD — MINIMUM SPECIFIC GRAVITY OF 0.50. B, CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N. TYPE 1 (OR GREATER). 3" TYP. 9" 4.5" TYP 9" �---�- TYP. ® TYP. \ 3.5" 6° - � ----�- 8.82° 4.7++5" I 1 95.5° T I I HINGE 26.66" X I I )( 2.84" D>O.C. (TYP.) (TYP.) W2.75" i II l ®a o® �- 3.25° SHOOT BO STRIKE PLATE T TOP (AND BOTTOM (TYP.) 4.5" TYP. T 9" SPECIFIC NOTES: FOR SINGLE DOOR INSTALL THREE (3) LOCK JAMB ® INSTALLATION ANCHORS THROUGH FASTENER LOCATIONS ON STRIKE PLATE (ITEM# 26). INSTALL TWO (2)' HINGE INSTALLATION ANCHORS ® THROUGH OUTERMOST FASTENER LOCATIONS ON HINGE SET (ITEMS# 11 & 23), INTO THE JAMB. LOCATE CENTERLINE OF HINGE WITHIN TOLERANCE OF ®1/2" INCH OF GIVEN DIMENSION. FOR DOUBLE DOOR INSTALL TWO (2) INSTALLATION ® ANCHORS THROUGH ITEM# 25, THE SHOOTBOLT STRIKE PLATE ON BOTH THE HEAD AND SILL. FOR SINGLE DOOR INSTALL ONE (1) INSTALLATION ANCHOR THROUGH ITEM 27, THE SHOOTBOLT STRIKE PLATE ON BOTH THE HEAD AND SILL. wMw M WM-NM Lam am w /ww Mw= M run -awe w= 0 W10 /07 CKVM M WO -awe LUMM ON m/oa/m REVISIaN Marlon S. Hampton No, 55863 , l lrJ,f�J PIA l'L'lYR J �a 2 moot, mate on rWci 32855 XX CONFIGURATION EXTERIOR ELEVATION APV- -d w comP1,gf*1Miu & Bdt t°1V o ? JELD -WEN, INC. 355 CENTER CT., VENICE, FL 34285 PREMIUM ATLANTIC VINYL ENTRY (3100) & FRENCH (3400) OUTSWING DOOMS' ANCHOR LAYOUTS AND NOTES rim. N.T.S. JELDC Fa ua mm. aat.=j7w rm aat.sao.neo D 2 OF EXTERIOR FINISH 2 1/2" MIN. CONCRETE OR BY OTHERS EDGE DIST. (TYP.) I8 1/4" I7�/4 M SONRY TAPCOTHERS CAULK BETWEEN ° 4 u' WOOD BUCK & CONCRETE BY OTHERS 1 1/4" MIN. -4. '. • EMBEDMENT EXTERIOR FINISH CAULK BETWEEN 4 __L 1X WOOD BY OTHERS-\ FIN & WOOD BUCK BUCK BY BY OTHERS OTHERS + (SEE NOTE PERIMETER CAULK 1/4" MAX. j 3, SHT.1) CAULK BETWEEN BY OTHERS SHIM SPACE FIN & WOOD 5 16 BUCK OTHERS �• � SECTION B UNIT GLAZING S1/2- DETAIL . - -� 10 SEE SHEET 5 MAX, 7 u I 13 PANEL HEIGHT 2 93" 22 6 12 24 3 5 PERIMETER d ° 4, CAULK Q BY OTHERS d CAULK BETWEEN-/ a SILL & CONCRETE ° ^ � ` BY OTHERS 18 1/4- ITW 2 1/2" MIN. TAPCON EDGE DIST. SECTION A ) -SHIM AS REQ'D. (SEE NOTES, SHEET 2) INTERIOR MAX. UNIT HEIGHT 95 1/2" CONCRETE BY OTHERS i --7 1 1/4" MIN. EMBEDMENT 3/4" MIN. EDGE DIST. 17 #10 WOOD SCREW 2X WOOD FRAMING BY OTHERS. (SEE NOTE 2, SHT.. 1) 1 1/2" MIN. EMBEDMENT PERIL CAULK 5 W12 16 SHIM " PACE BY OTHERS 1 24 SHIM AS REQ'D, 29 (SEE NOTES, SHEET 2) a aNamm M wx-mw u m m,oy+��a• B axEe� PER WAN-OW LMM Co 011WO a7 I ,x+ Marion S. Hampton P.E. No. 55863. PM. uC + rM Ba29✓! o FW355 FBM OvUbde of Audw heft M% �9�0 App+ored ae wmpbiog with dw Fbrida Buwhlg curie 1Autsel"Z&Q NOAH Miami Ua a Pm aN Cogb01 JELD -WEN, INC. 355 CENTER CT., VENICE, FL. 34285 PREMIUM ATLANTIC VINYL ENTRY (3100) & FRENCH (3400) OUTSWING DOORS VERTICAL CROSS SECTIONS f DRL 06/21/08 P<a w.T.S. JELD0028 aalmavee ra sa+eso+>es D t3 OF 7 2 1/2" MIN. EDGE DIST. d 3/4" MIN. p 11/4" ITW EDGE DIST. S10 W000 TAPCON 17 SCREW d d A 1 1/4" MIN. •• 4 d I EMBEDMENT a.-'- L �fl IN: SECTION K NOTE: SEE SECTION B ON SHEET 3 FOR DETAILS NOT SHOWN. ►•- SECTION L NOTE: SEE SECTION C ON SHEET 3 FOR DETAILS NOT SHOWN. Q a a Q Y 1 1/4" MIN. • d EMBEDMENT • V d ^ 18 1/4- ITW 2 1/2" MIN, TAPCON EDGE DIST. SECTION J NOTE: SEE SECTION A ON SHEET 3 FOR DETAILS NOT SHOWN. avim pm iam-m umm 0 ftNMN 1 1/2- MIN. EMBEDMENT INTERIOR F 1 1/2' MIN. EMBEDMENT -L #10 WOOD SCREW /4" MIN. T 26 EXTERIOR SECTION M NOTE: SEE SECTION G ON SHEET 6 FOR DETAILS NOT SHOWN. 1 1/4- MIN. EMBEDMENT INTERIOR A a 18 1/4" ITW TAPCON o � D. 2 1/2" MIN. EDGE DIST. ° 26 (TYP.) •• 'b EXTERIOR ApprmaL m a mp�Y� "g wieb me • . ptoride B"G1i -6 ode SECTION N N. r a o roone NOTE: SEE SECTION H ON SHEET 6 �y�mt omLcP q ft. Ij FOR DETAILS NOT SHOWN. er Marlon S. Hampton JELD —WEN, INC. P.E. No. 5,55883 355 CENTER CT., VENICE, FL. 34285 nme PREMIUM ATLANTIC VINYL ENTRY (3100) & fi /2G/ FRENCH (3400) OHORIZONTIAL DOORS DRL 06/21/06 Pm. LLC 1 Cogsr�� •`� a�x N.T.S. s JELD0028 FHP2 ewowe et AWMim=m4 2um aeaw m mannee t w m im D 4 OF 7 1X WOOD BUCK BY OTHERS (SEE NOTE 3, SHT 1) 1 1/4" MIN 1 4" MAX. EMBEDMENT SHIM SPACE SHIM AS REQ'D. CONCRETE NRY~ (SEE NOTES, SHEET 2) BY OTHERS l/ ITW 18 TAPCON d v 2 1/2" MIN. EDGE DIST, TYP) CAULK BETWEEN d a WOOD BUCK &1 CONCRETE a G BY OTHERS' a• CAULK BETWEEN FIN & WOOD EXTERIOR PERIMETER BUCK BY FINISH BY CAULK OTHERS OTHERS BY OTHERS MAX. UNIT WIDTH 71 1/2" tiJ '-ACTIVE PANEL EXTERIOR SECTION D SECTION F D I owm Pm wz-a+m wn ON 09/01w �tj*v Ice C aMMam Pm MM-MM W= all a /IoM /%" 1 ee a awnm Pm wm-m w tam oM m/m/m W/m Im ; mum M M R-= umut ON aeM/ae IIVNAMI Nu 1/4- MAX. SHIM SPACE SHIM AS REQ'D. (SEE NOTES, SHEET 2)�� PANEL 23 11 SECTION E PERIMETER CAULK BY OTHERS Marlon S. Hampton P.E. No. 55883 SWIA.11 Fir. LLC BAB C25 153 Rocky Floe ME CwUfta a of AuUwrm m N1 21511 1 1/2" MIN. 2X WOOD FRAMING BY EMBEDMENT [OTHERS (SEE NOTE 2, SHT.1) 10 WOODI 3/4" MIN. EDGE DIST. CAULK BETWEEN FIN & WOOD BUCK BY OTHERS 1 FINISH BY OTHERS Approved as wmp4ft wft 11. FtaMaa eaAUam cFa DOtF�yg�g NOAM _ -i Miami Dade Proded Caatml 10 JELD —WEN, INC. 355 CENTER CT., VENICE, FL. 34285 PREMIUM ATLANTIC VINYL ENTRY (3100) & FRENCH (3400) OUTSWING DOORS HORIZONTAL CROSS SECTIONS PFMVM DRL 06/21/08' PA mn Plmne axtseanee tt MAM1719 * LABEL MUST BE IDENTIFIED WITH AAMA BILL OF MATERIAL 1 1/2" MIN. PVC EXTRUSION, EXTRUDER CODE & MDCA N0. PART NO. DESCRIPTION MATERIAL SUPPLIER ' EMBEDMENT 1 7415 FRAME WHITE RIGID PVC* SPECTUS SYS. 2 7316 PANEL WHITE RIGID PVC* (MIKRON Co.) 1/4" MAX. SHIM SPACE 3 7415. 1.2 EXTERIOR THRESHOLD FRAME AL 8083 --T5 INDALEX SHIM AS REQ'D. 4 7415.1.4 INTERIOR THRESHOLD FRAME AL 8083 -T5 WDALEX (SEE NOTES, fET 2) 2X WOOD FRAMING 5 7415.1.1 FRAME REINFORCEMENT AL 8063 -T5 WDALEX 1 BY OTHERS 6 7316.1 PANEL REINFORCEMENT AL 6063-75 INDALEX (SEE NOTE 2, SHT.1) 7 6177 GLAZING BEAD WHITE RIGID PVC* SPEOTU 18 CO. D 13 6 4 12 8 6152 SETTING BLOCK PLASTIC WDALEX @#10 WOOD 9 - - -- HOPPE MULTI -POINT LOCK SET - -- HOPPE SCREW 10 - - -- 1° OA INSULATED LAMINATED GLASS (SEE DETAIL THIS SHEET) GLASS CARDINAL 11 ,8762443 ADJUSTABLE SECURITY GUIDE HINGE STEEL HOPPE 3 4 MIN. 12 12001 0.650" HIGH WEATHERSEAL (ODS -650) VINYL AMESBURY EWE IST. 13 D995 SILICONE GLAZING SILICONE DOW .• 14 8034 ASTRAGAL WHITE RIGID SPECTUS SYS. 7 2 2 9 5 � CAULK BETWEEN FIN & 15 RQ FOR ENT PVC• M6CRON CO. AL 6063 -T5 INDALEX WOOD BUCK BY OTHERS .1 PERIMETER 18 PURCHASE LOAD BEARING SHIMS NOT SUPPLIED BY MANUFACTURER CONSTRUCTED OF LIED _ _ --- CAULK EXTERIOR FINISH HIGH DENSITY PLASTIC OR OTHERS BY OTHERS 17 PURCHASE X10 WOOD SCREW INSTALLATION ANCHOR (MIN. Fyb = 80 KSQ STEEL - -- '18 PURCHASE 1 ° TAPCON INSTALLATION ANCHOR STEEL lTW SECTION G 19 - - -- #8 X 2' FLAT 'HEAD SCREW STEEL °- 20 - - -- #10 X 3/4" FLAT HEAD SCREW (ITEM USED BUT NOT SHOWN) DEL, ^ -- 1X WOOD BUCK BY OTHERS 21 - - -- #8' z 1" FIAT HEAD SCREW (4 EA. HINGE) STEEL 1/4' MAX (SEE NOTE 3, SHEET 1) 22 - - -- #8 X 1° WASHER HEAD SCREW STEEL ___ SHIM SPACE SHIM AS REQ'D. -"I 1 1/4" MIN. EMBEDMENT 23 8782431 ADJUSTABLE SET HINGE STEEL HOPPE (SEE NOTES, SHEET 2) 24 02404 'J" CHANNEL STIFFENER (FULL LENGTH) STEEL HOMESHIELD 1 25 8752743 SHOOT80LT STRIKE PLATE (DOUBLE DOOR) STEEL HOPPE 6 CONCRETE OR 26 8784127 LATCH AND DEADBOLT STRIKE PLATE STEEL HOPPE 16 f MASONRY BY OTHERS 27 8784047 SHOOTBOLT STRIKE PLATE (SINGLE DOOR) STEEL HOPPE 13 6 4 12 ° 10 1" OA INSULATED GLASS CONSISTING OF: 18 1/4" ITW EXTERIOR _ INTERIOR 3/16" TEMPERED EXTERIOR GLASS; TAPCON , �� 0.473" AIR SPACE WITH CARDINAL SPACER; Atrpr"red e9 comBhto01� ° � 13 1/8' ANNEALED, 8: �7 T / 0.090' SENTRYGLAS PLUS BY DUPONT, NOA#i L- Ceetml a.•• 2 1/2' MIN. EDGE DIST. ( 1/8" ANNEALED INTERIOR GLASS (LAMINATED BY CARDINAL) MtemD cp` nd °.. (�) 7 1 GLA4S5BRE 7 2 22 9 5 PERIMETER - -L 2 Marlon S. Hampton 'JELD —WEN, INC. CAULK BY OTHERS CAULK BETWEEN WOOD CAULK BETWEEN BUCK & CONCRETE 8 P:E. No. 55863 355 CENTER CT., VENICE, FL. 34285 6 A IOIE EXTERIOR FIN & WOOD BY OTHERS / PREMIUM ATLANTIC VINYL ENTRY (3100) & FINISH BY BUCK BY OTHERS GLAZING DETAIL�1/✓ p FRENCH (3400) OUTSWING DOORS OTHERS o awmm M mm-am umn ON 0~07 /ae/m m 2V. HORIZ. CROSS SECTIONS, B.O.M. & GLAZING DETAIL e aw M rm wu1-%= tam ew w/1oM /tyor ee _ SECTION H e awam PER wwo-Aw Unw 0 01/m/m . wl p� � AN � N TS. JELDO 28 M== M WW -a= LOU ON ae/m/m f�Oe/as M 1835 Co 411 Street Butte Cl8 pa, ay Pr -- SYt! l>tV ON DATE . rave 90. Florida 3 86 i w e.w. w� xM ", _u wm st.ee rft nu man t7ae D 8 OF 7 w 7415 PVC FRAME TYP, WALL THICKNESS 0.080" 7415.1.1 OFRAME ALUMINUM REINFORCEMENT TYP. WALL THICKNESS 0.080" r 2.347" —1 plircl 0.749" "1 �87" 02404 24 "J" STEEL CHANNEL STIFFENER TYP. WALL THICKNESS 0.050" 0.610-00"" Li 0.400" / 0.710" 7" O 7316 PVC PANEL TYP. WALL THICKNESS 0.080" 4.875" --I ° 4� '` 1.781 M " 4.250" —� O 7316.1 6 PANEL ALUMINUM REINFORCEMENT TYP. WALL THICKNESS 0.080" 1.56T �I'-- 3.570" --� O 7415.1.2 EXTERIOR THRESHOLD ALUMINUM FRAME TYP. WALL THICKNESS 0.080" 3.461" —�{ f f 00.9070" 8034 14 PVC ASTRAGAL TYP. WALL THICKNESS 0.080" T 2.188° 0.970" L_ 3.031 ° 8784127 11 8762443/8762431 LATCH AND DEADBOLT STRIKE PLATE STEEL ADJUSTABLE SECURITY TYP. WALL THICKNESS 0.10" 23 GUIDE HINGE /ADJUSTABLE SET HINGE 0.59" 8.82° I 1.99" -►I t" I— 1.99" 1.30" �{ 3.82" 2.84" 4" 7415.1.4 NOR THRESHOLD ALUMINUM FRAME TYP. WALL THICKNESS 0.070" r 0 2.3135" L 2.527" —►I 8034.1.1 ASTRAGAL ALUMINUM REINFORCEMENT 2b TYP. WALL THICKNESS 0.080" 0.780" --I 1.541" 8784047 27 SHOOTBOLT STRIKE PLATE (SINGLE DOOR) TYP. WALL THICKNESS 0.030" n ____T 1.34" _L --I I _ 0.75" DOOR GEAR O HOPPE MULTI -POINT 1" DEADBOLT LOCK SET ACTIVE TOP EXTENSION ACTIVE MIDDLE EXTENSION " o0 0 .° 8778331 8778611 _ 877869_5 _ _ _ _ _ Marlon S. Hampton INACTIVE DOOR GEAR P.E. .No. 55863 1997447 INACTIVE 878700EXTENSION o oum vat tmm -wx Lam as 00/08/07 a mw= pea yam -wa urm ow a w/m Mm an e mwm® vta uqa -woe uma ON W/w/m ju PTO, uC A Qw= vat ww-,woe uurm ON m/w/m riw/;Wwl 7535 Cogard� Sbeat, suRe C25 am REVISION LATE SY RooWed9a, Wanda 32955 csaE c..v�. "r a.a�.x.ae.. un. mrc 8752743 SHOOTBOLT STRIKE PLATE (DOUBLE DOOR) TYP. WALL THICKNESS O.D80" 10 -Z 25" __L —f 1-- 1.42" ww" e na°w�✓oaq. CrQ.� . JELD -WEN, INC. 355 CENTER CT., VENICE, FL. 34285 PREMIUM ATLANTIC VINYL ENTRY (3100) & FRENCH (3400) OUTSWING DOORS DOOR COMPONENTS DRL 06/21 BUILDING PERMIT APPLICATION Permit Type: BUILDING FBC 20 BMW= — _ Permit No. Master Permit No. -R C - 12 - YG q ROOFING JOB ADDRESS: ( 60� a W 1 10 { In S j City: Miami Shores County: Miami Dade Zip: 3 Folio/Parcelt Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Cp f` ti rj f3 cZ r Ll ct r.° Phone #: 7 6 4 " WO 0 Y 01 Address:_ - 1$ g ry 11()+j_ S l city: ttlaV"i s6%M g State: FL Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: O UV V% ems( fs u i a(.Q..r Phone#: Address: City: State: 7p; Qualifier Name: Phone#: State Certification or Registration #: Contact Phone #: Email Address: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: _ Type of Work: OAddition UAlteration ONew ORepair/Replace ODemolition Description of Work: e V L'_9 i 6 r^ o �� + �O�Ow�_� ti o f Q3 d f S Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $. J? � . 06 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip .6w .. ' ) Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Signature Contractor The foregoing instrument was acknowledged before me this 14 The foregoing instrument was acknowledged before me this day of , 20 j-, by t Qe?-5 1 N �34 r--%LA" day of , 20 _, by , who is personally known to me or who has produced k- � '7 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: `0��ui Sign: O Print: % My Commission Expires: -WX• • APPROVED BY /J l/ Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15109) identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Clerk `.,4 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 STATEMENT NAME: R ',r" h lot DATE: ADDRESS: 6� 110411 S T Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, FS 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.CA 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 inNal 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 restriction even though I do not have a lime. Initial 2. 1 understand that building permits are not required to be signed 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 name of my own name. I also understand that the contractor Is required by law to be licensed In Florida and to list his or license, numbers on q permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two - famity residence or a farm outbuilding. I may also build or improve a commercial building I the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be bulk or substantially improved for sale or lease. If a building' or residence that 1 have built or substartially improved myself is sold or leased within 1 year alter the construction Is complete, the law will presume that I built or uWKrfially Improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that, as the owner- builder, I must provide direct, onske supervision of the construction. Initial___. 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise person working on my building or residence. It is my responsibility to enure that the person whom I employ have the license required by law and by county or municipal ordinance. Initial___! v . -11 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 be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial I 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. 9. 1 agree that as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all appiiceble laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my ob%atiors 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 httoJMnuw. mvfloridal icerse .comldbnrlwddlbl'mdex.html Initial G�— 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 proposed construction activity at the following address: I S6 b/ly 1/0 f4 Initial. 12. 1 agree to notify Miami Shores Village immediately of any addillors, deletions, or changes to any of the information that I have provided on this disclosure. Initial ap- Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4udion 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 firth 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 verdying whether the contractor Is property licensed and the status of the contractces workers compensation coverage. Before a building permit can be Issued, this disclosure statement must be completed and signed by the property 9wrrer and returned to the local perm" agency responsible for Issuing the permit A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency Is requirol when % the permit Is issued. ,1 Was acknowledged before me this / day of . 20 Y By who, was personally known to me or who has Produced there License or as identification. OWNER; ..� TARY f,�t' lilllsµitti; D I Miami Shores Village Building Department AA 013 40050 N.E.2nd Avenue, Miami Shores, Florida 33138 el: , 305) 795.2204 Fax: (305) 756.8972 - o o e o e e e o o P . N'S PHONE NUMBER: (305) 762.4949 =' FBC 20 BUILD" Pe rmit No. C - 12 - e16 PERMIT APPLICATWI&I Master Permit No. IZ C- 12 - 9 614 Permit JOB w I 1 o&c> ROOFING City: Miami Shores County: Miami Dade Zip: 33 16 if Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder):_Co r_ S .. Rgr- 61 a" E P1 oar ; I k7 H kr f 4tone #: *7 f b- 3 g-v -6 got Address: 16 S N JA/ 11 046 S 1 City: h i A M; .Sk o r P S State: F L. Zip: 3 I b Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: A l c o n W %n Ao w S k Doors, Co r- p Phone #: 3o 5- �S 3- o 2 z� Address: (o Q 1 N UV 7-1 k'in live n city: ; a ? State: L Zip: �� i 6 t Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: _ Contact Phone #: Email Address: hia j� -u 9jp ➢a" = 346t1i ` ?h�`v� �� f�jQ C 4 b13 '- t,r Q L ,„ poi o�r� for'tiei ,Typevf Work: -QAddition Description of Work: I d iteration n. l ew ' � ' `'�' _1`Ukepair/Replace CAA Am `N 0 . N F-0 (z— Color thru tile: UDemolition Submittal Fee $ 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 $ rs Bonding Company's Name (if applicable) " Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... to 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 day of Jctn4 ate, 20 L[ -, by OOrS i #- Rq - b,4 n , who is personally known to me or who has produced 1AL D L dyb to SG/y — loo -74 — As identificatio:- p��+ mr� The foregoing instrument was acknowl dged before me this 43 day of 3a ��4 , 20t `l , by 49t Qt Aict --it* , who isco„ ally tt„r, ro me or who has produced NOTARY PUBLIC: ' MARIA CAicOVA iyt Palk - state of tM „ Myr Comm. EXPIM Avg 10,1 c� Commisslen # EE 2237 Si Print: as identifi an o h NN ARY PUBLIC: �s•,. ; -.g eta catcOYA tw"a A18 =_• No" Pd k - state Of Reel. , up MY Comm. ExpImAAup 10, 20 ommission #t EE 223077 Print- Application rint My Commission Expires: 0 &" %d /°')VIA My Commission Expires: P P"/1D1' 101* APPROVED BY Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /102009)(Revised 3/15/09) Zoning Clerk CERTIFICATE OF LIABILITY INSURANC m 0WIM3 10MM14 1 444 O > iii t _ A .,Silt fq ■ _ i14'a Pa #:P e P #'Itt ta4 ��■ EM.i.Ii'� i�fi4 t +I�i t:t iii SHED ANY OF THE AD THE EXPIRATMWE Ti ACCORDANCEWTHINE AWROMD sM piT ) � Y y SECS: _ Ev TWr–, -. 53- i - NG -,40 FOL IG�- : 600 1 ...: >. a- -. . LEGAL DESCRIPTION 23 MS DATE OF CU ISSUANCE: 4t THIS CERTIFICATE M U THIS CERTIFICATE OF USE BELOW PROVIDED THERE OWNERSHIP. ALS07 THERE THE APPROVED USE. ALL C NEW CERTIFICATE OF USE. CERT" NO.-- 2012035744 PROCESS NO: UE01E007736 ZONEa IU —E FEES $229.79- CORP NAMEID /B /A AND ADDRESS: ALCON WINDOWS & DOORS CORP. WINDOWS & DOORS CORP. LCON NW 74 AVE /NO RETAIL S ISES. OR AS INDICATED S I NESS NAME OR OR ADDITIONS TO ISSUANCE OF A . owns 1�I.CO�j Ern atc. TYPE oF:BU AND DOORS CORP _= 220 TABLE PEA 2 FE-ZECE1 do DEC 8 U 2013 - u1 b VZy2,_;. BY MIAMI- MIAMI —DADE COUNTY, R PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 20:3 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 - -2590 NOTICE OF ACCEPTANCE (NOA) www,miamidade.envreconom Lawson Industries, Inc. .� 8501 NW 900 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and re i u o construction materials. The documentation submitted has been reviewed an 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 -Dad u Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami -D e the right to have this product or material tested for quality assurance purposes. If this duct ma ial fails -to perform in the accepted manner, the manufacturer will incur the expense of such i the J may immediately revoke, modify, or suspend the use of such product or material within j di RER reserves the right to revoke this acceptance, if it is determined by Miami -Da 1 Control Section that this product or material fails to meet the requirements of the applicab bu g This product is approved as described herein, and has been designed to comply with th I i I g Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" 8'-0" 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 name 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 as n X11 ,,e�nd %ere has been no change in the applicable building code negatively affecting the perform nc rpduet TERMINATION of this NOA will occur after the expiration date or if t re en a.teyion or chap �e in the materials, use, and/or manufacture of the product or process. Misu o Ws, OXainal�e � m+ � of any product, for sales, advertising or any other purposes shall automat al i tettrsiCA ail to comply with any section of this NOA shall be cause for termination an rent ". ADVERTISEMENT: The NOA number preceded by the words m followed by the expiration date may be displayed in advertising literat �f" 4 t NOA is displayed, then it shall be done in its entirety. 71 s: _ . INSPECTION: A copy of this entire NOA shall be provided to th uset air ac , oto dis,ttib tors and shall be available for inspection at the job site at the requ st t t c�i to i Th1� I Q6 celpyo V(t No. 124127.23 and consists of this page 1 and vi d E } r , •. as1$elta$appCo*lpoc -%neat mentioned above. '19re subldlitteti d6citm8iitation was reviewed by Jaime D. Gascon, P. E. . 2 y� -� �+ 3 • • • • . . 0,03 a f : : Pk iwodoin d pi : J (. r7�D�' Atrpr 'nl 6t ; JW 06t r°'ra Pt i 0000 0000•• 0000 • • • • • • •• • •••••• 000000 • 0000•• • • • • •0.000 0000•• • • • • •00• 0000•• • • •000• • 0000 • • 0000• • • 0000•• • • • • • 0000•• •• •• •• •• • • • •••0•• ••000• • • • • •00••• • • 0000 • •• i Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 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 "F ", 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. HETI -11 3201, issued on 01/06 /2011, signed and sealed by Candido F. Font, P. E. (Submitted 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 I lo. HETI -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 Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -04 -1897, HETI - 04 -1896 A, HETI -04 -1896 B and HETI -04 -1377, issued on 03/08/04 and 03/12/04, 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, per 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 IIETI 02 -T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under NOA No. 03-- 0219.01) ....... . .. .. Jaime D. Gascon, . E. 0 :0 . 0 :0 0 :0 Product Control Section Supervisor ' 000 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 202 -94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HET142- 1253, HETI -02- 1726, HETI -02 -1728, HETI -02- 17.36, HETI -02 -1742, HETI 02 -1763 and HETI -02 -1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz —Seda, P. E. (Submitted under NOA No. 03- 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 -98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, 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. 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 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/ I.S.2 -97, dated 01/25/12, signed and sealed by Thornas J. Sotos, P. E. •. • •: �.lSpbmitcd under previous NOA No.12- 0127.23) � • • . • . • :o: .�GG RAW Jaime D. Gascon L Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 .0000 • • • • • 0000• • • 0000 • • • • ••Y • • • • • • • • • • • • • 0000 • •• • • • • 0000 0000• • • • 0000• • • RAW Jaime D. Gascon L Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNnNUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Subin itted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI -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 udder NOA No. 104128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI -09 -2623, HETI- 09 -2645, HETI -09 -2624 and HETI -09 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 HET144 -1897, HETI404- 1896A, HETI44- 1896B, HETI -04 -1377, HETI- 02 —T095, HE, ETI -02 T090, HETI 02 -1253, HETI -02 -1726, HETI -02 -1728, HETI- 02- -1736, HETI42- 17422 HET142 -1763 and HETI -02 -1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz —Sella, 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.M1.11, approved on 04/05/12 and expiring on 06/05/13. • •• . • E -3 . ..... . .. . . •• •• . . • •• .. .... . . .... . - Jaime D. Gascon, P. 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D ''KA10"I�t�itQ(� Lr3 I F S V N _ MEDLtY, r'LORDA 33188 , IMO•,AIT®tY Or WWOP AMDOARQ glDpl Y0 CW8 P00� nom -11 01 b ooMW, y r&9W7 k 0400• t96 Ww 01/80/10 Mc9_W1nt loeA 01/67 /11 b t0mF1] / Sots r90 Optional Multi 80'0 -Point Locke W BF) lwe 40w Mae AM Of"v1 Aie Mr6 +� 4ar»oL AVILT tanat oaa a a a °M"" VAIa•a dae m u "IA Porte° Impact" French Out -Swing D oor .. LOCO A•A.AOD aU51•- STACTS ASN.AMO RPSIIO_SIMS, N-S °""' A` Net4aol ItrAw of i8 M0@tE -A Av6SalA -P °'11 ".y. r •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • ••• • • L t MIAMF LaADE 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-"90 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) nww.mismidade.nov/aere/ 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 "HS -8700 (Flange Frame)' Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L8700 -0901, titled "HS -8700 Horizontal Rolling Flange Impact Window ", sheets I 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 ate there has been no change in the applicable building code negatively affecting the perfgrmAnce of this product. TERMINATION of this NOA will occur after the expiration date or of there has been a revision or chafe M in the materials, use, and/or manufacture of the roduct or p process. Misuse of this NOA a4n endorsemerit of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Flure 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. IN89F=19ri: A.copy pf tbip entire NOA shall be provided to the user by the manufacturer or its distributok &J stag & Available for inspection at the job site at the request of the Building Official. Tl�i INgi4 re v sesr Act ien4* NOA 0 11- 0705.10 and consists of this page i 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 ••• • NOA No. 12- 0127.08- • Expiration Date: April 11,1011-,' jp Approval Date: March 29;20& �'f -112 r °Page 1 . •• •• . • . .. .. .... . . .... . SHOP DRAWING REVIEW RAM DESIGN, ARCHITECTS & PLANNERS NO EXCEPTIONS TAKEN ), REJECTED 13 APPROVED WITH COMMENTS ® RE- SUBMIT 0 GGENERAL ONRMED SIIN CONCEP D CONTRACT DOCUMENTSS Markings or comments §R,- i 1�e ,qonstructed as reffeving ft* CQWR_ ACTOR_ from cc 9 — ct plans and Specifications, nor depai e?m, LONTR® TOR remains responsible for dekailrM a ^curacy, for confirming and correlating all quantities, ob ,poi )dit1ons and dimensions, for selecting fabrication processes, For techniques of assembly and cons ction, and for performing his work In a safe manner. A / DATE: ��`3• 11, ...... .... . . ...... . ...... ..... . .... ..... . . ...... ...... .. .. .. .. ...... . . . . r 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, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 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 -30489 HETI --10 -3049, HETI- 10- 3049I9 HETI -10- 3050, HETI -10 -3051, HETI -10- 3052119 HETI -10 -3053, HETI -10 -30561 HETI -10- 3057, HETI -10 -31309 HETI -10 31319 HETI -10 -32239 HETI -10 -3224, HET -10= 32259 HETI -10 -3226 and HETI -10 -32519 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. 11-0705.10) 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 - 20370 HETI - 08 - 20389 HETI-08-2116A and HETI- 08- 2116B, dated 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09- 0706.05) .• ••• . . • . . •. • . •• • . . ......... . . . • . . • .. ... .. . .... • • •. . . . . . . . . . E -1 . . .... . .. . . .. . • . . . •. .. Mauue •Per • Product Control- Exkmlor NOA No. 12-0 .08. Expiration Date: April 11, 2017 Approval Date: March 29, 2012 r Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNuED) 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 2411 3.2.1, 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. (Submitted 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 El 300-04 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 ButaciteO 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 interlayeW' 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. 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 e • • • •; ; f qiV ; l j%8000 Flange" Aluminum Horizontal Sliding Window - L.M.I., approved • • .: .' brt09/0841 rand expiring on 04/11/12. see .. . .... Manua Pere . • 0:0 • *:e • • • • Product Control Exa in r • • :: NOA No.12 -01 .08 • • • : • • : • :: Expiration Date: April 11, 2017 • • • Approval Date: March 29, 2012 E -2 ► r A AM 'V B NOT& MA .AST 1 REPS TO �T 8 OF IO FOR INSTAOATION ANCHOR DETADO AND NOTES, FOR VERTICAL CROSS - SECTION DETAILS A A. B. A E' REFER TO SHEET 03 3 FOR HORIZONTAL CROSS- BECTIOIN DETAILS 'C. D. & S' REM TO SREEF 14 4) REM TO SHEEN' 8 OF 10 FOR DESIGN LOAD CBARIS AND NOTES, A ®1 Ii ii XOX - EQE1ei Lite (1/3- 1/3 -1 /3) MUM i REFER TO OMIT 0 OF 10 FOR INSTALLATION AMC OR DETAILS AM NO7F8 8 FOR VBRTICAL CRIMS- ORCIION DLTARE'A. Al. B. & BI' NBPER TO SHEUr 03 9 FOR RORMMAL C�-SMM DETAILS b. &. B' REM TO SHEET p 4) REPS TO SH�EET 8 OF 10 FOR DEMO LOAD CRAM AND NOTES, 0 i; D �r B 1 Ii ii XOX - EQE1ei Lite (1/3- 1/3 -1 /3) MUM i REFER TO OMIT 0 OF 10 FOR INSTALLATION AMC OR DETAILS AM NO7F8 8 FOR VBRTICAL CRIMS- ORCIION DLTARE'A. Al. B. & BI' NBPER TO SHEUr 03 9 FOR RORMMAL C�-SMM DETAILS b. &. B' REM TO SHEET p 4) REPS TO SH�EET 8 OF 10 FOR DEMO LOAD CRAM AND NOTES, 0 R NOTE& $OX - Un -EOUeI L1te (1,�4 -1 -I /41 I RP.FE TO WINK' 8 OP IO FOR OWAIIA710M AMCBOR ORTAL.S AND NOM®, I= VERDCAL CR09B- SECTION DOW 'A. A, & & E' REFER TO SHEET 03 3 FOR O "'H NTAL CROB"'RDC17oN DETAILS 'A & E' To SM ? 03 4) REM TO SBIEBP 7 OF to Poll DEMON LOAD CHARTS AND Monza. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDO�P APPROVED ELEVATIONS • • ••• • • ••• • •• B• • General Notes: W THIS WINDOW SYSTEM IS DESIGNED AND TERM TO COMPLY WITH THE REQUIREMENTS OF THE 9�0110( FLORIDA BULGING CODE INCLUDING HION IS � RESISTANT. t8HU7 N REQUIRED THIS PRODUCT E.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 30 THAT THB BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THIN REQUIREMENTS OF 9010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL, 3.) ANCHORS SHOWN ON SHEET 8 OF 10 ARE AS PER TEST UNITE. ANCHORS ON ALL WINDOW SIZES ARE NOT TO MM THESE MAXIMUM SPACINGS ON CENTER (O.C.). AND AS TABULATED ON SHIRTS S. 7, or & 4.) ANCHOR CONDITIONS NOT DID IN THESE DRAWING'S ARE TO BE ENOINI:ERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. D.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREMI (SEE SEEETA 88. 7, Or B). AND FOR USE WITH DOUBLE GLAZE LAMINATRD INSULATED MASS TYPED TABULATED NERRBN (SEE 8HEM 18. 7 or 8). B.) MOM WITH CUSS TYPES 'A. C. OR G' DWALED ABOVE SOFT. IN THE HVIK 77B LG. E ERK1R LIFE SHALL BE TEMPERED. 7 ) LA SEE SHEET 4 FOR CE DETAILS & OPTION& 8.) SEE S[OIN'T 9 FOR GLASS TYPES. 8.) SEE GREET S FOR OEM PRESSURES ON ^AO or OH WIND im 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LIE 'XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE 'XOr WINDOW& 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHECYS S. 4, or 9. 13.) ILO'. & INT. FALSE WLOIHAL MUNTOES ARE OPTIONAL & AND ARE APPLIED W/ SE000NB 14.) WOOD BUCX8 IN CONTACT WITH CONCRETE MUST BE PRESSURE! TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SE SHEET A 4 & O FOR DETAILS & NOTES) WOOD SUCKS 7'O BE ANCHORED IN COMPLIANCE WITH THE 2007' PEC CHAPTER 24 SECTION 11.8A.& 10.) APPROVAL APPLIES TO BINGO UNITS OR BIDE BY EDE MULOD UOM to.) SEE SHEET 0 8 FOR NUILION /META. ATTACHMENT DETAIS. N07'88 & OPHONe. 17.) MULLING RORIZONYAL ROUND WINDOWS WITH OTHER TYPES OF 10,1110-DAVE =MIT APPROVED WINDOWS USING A MI1G -DADS COUNTY APPROVED MULUIN IN HITI HN ARE ACCEPTABLE BUT TIM LOWER MUGD LNTBTB I FROM THE WOOD= OR MUM APPROVAL HILL APPLY 70 THE 18.) ALL WRTAL/87EE. IN CONTACT WITH ALUMINUM OR OTHER D1891WAR NATERE= TO BE PAINTED OR PLAYED AND SHALL MELT SECTION 9007. &4 OF THE E010 FLORIDA BLDG. CODE. ffi i' �g 0 N 0 a L7 u W �QQQ�y O f- 0 I o E� D B 8 R NOTE& $OX - Un -EOUeI L1te (1,�4 -1 -I /41 I RP.FE TO WINK' 8 OP IO FOR OWAIIA710M AMCBOR ORTAL.S AND NOM®, I= VERDCAL CR09B- SECTION DOW 'A. A, & & E' REFER TO SHEET 03 3 FOR O "'H NTAL CROB"'RDC17oN DETAILS 'A & E' To SM ? 03 4) REM TO SBIEBP 7 OF to Poll DEMON LOAD CHARTS AND Monza. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDO�P APPROVED ELEVATIONS • • ••• • • ••• • •• B• • General Notes: W THIS WINDOW SYSTEM IS DESIGNED AND TERM TO COMPLY WITH THE REQUIREMENTS OF THE 9�0110( FLORIDA BULGING CODE INCLUDING HION IS � RESISTANT. t8HU7 N REQUIRED THIS PRODUCT E.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 30 THAT THB BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THIN REQUIREMENTS OF 9010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL, 3.) ANCHORS SHOWN ON SHEET 8 OF 10 ARE AS PER TEST UNITE. ANCHORS ON ALL WINDOW SIZES ARE NOT TO MM THESE MAXIMUM SPACINGS ON CENTER (O.C.). AND AS TABULATED ON SHIRTS S. 7, or & 4.) ANCHOR CONDITIONS NOT DID IN THESE DRAWING'S ARE TO BE ENOINI:ERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. D.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREMI (SEE SEEETA 88. 7, Or B). AND FOR USE WITH DOUBLE GLAZE LAMINATRD INSULATED MASS TYPED TABULATED NERRBN (SEE 8HEM 18. 7 or 8). B.) MOM WITH CUSS TYPES 'A. C. OR G' DWALED ABOVE SOFT. IN THE HVIK 77B LG. E ERK1R LIFE SHALL BE TEMPERED. 7 ) LA SEE SHEET 4 FOR CE DETAILS & OPTION& 8.) SEE S[OIN'T 9 FOR GLASS TYPES. 8.) SEE GREET S FOR OEM PRESSURES ON ^AO or OH WIND im 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LIE 'XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE 'XOr WINDOW& 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHECYS S. 4, or 9. 13.) ILO'. & INT. FALSE WLOIHAL MUNTOES ARE OPTIONAL & AND ARE APPLIED W/ SE000NB 14.) WOOD BUCX8 IN CONTACT WITH CONCRETE MUST BE PRESSURE! TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SE SHEET A 4 & O FOR DETAILS & NOTES) WOOD SUCKS 7'O BE ANCHORED IN COMPLIANCE WITH THE 2007' PEC CHAPTER 24 SECTION 11.8A.& 10.) APPROVAL APPLIES TO BINGO UNITS OR BIDE BY EDE MULOD UOM to.) SEE SHEET 0 8 FOR NUILION /META. ATTACHMENT DETAIS. N07'88 & OPHONe. 17.) MULLING RORIZONYAL ROUND WINDOWS WITH OTHER TYPES OF 10,1110-DAVE =MIT APPROVED WINDOWS USING A MI1G -DADS COUNTY APPROVED MULUIN IN HITI HN ARE ACCEPTABLE BUT TIM LOWER MUGD LNTBTB I FROM THE WOOD= OR MUM APPROVAL HILL APPLY 70 THE 18.) ALL WRTAL/87EE. IN CONTACT WITH ALUMINUM OR OTHER D1891WAR NATERE= TO BE PAINTED OR PLAYED AND SHALL MELT SECTION 9007. &4 OF THE E010 FLORIDA BLDG. CODE. ffi i' �g 0 N 0 a L7 u W �QQQ�y O f- 0 I o i I 1-1 UNIT mm III* I Or INSTALLATION PASTURES le AT FRAME HUD (14 A? nMw HEAD W OF AMM CE) 3" AT &L FRAME On DA) (c)(14 AT FRAME a" IF OF ARM 7 5 AT EA. FRAME JAMB •mm GENERAL NOTE is & it r "" OMIT "0' ... Nw- UWAILATION FASTENERS • (A) (10 AT PAM HEAD t4 AT FRAME HEAD IF OF A9 (a) to AT CL FRAME SO. (14 AT FRAME SU IF OF AM CC) 5 AT RL WAVE JAMB *920 OMML NOTE 13 & N. V, —uF. FRAME: WIDTH III OVERALL FRAME W" T Too) FRAME ELEVAnONS - LM.l. CE) -CD ,E)(l 17 FFRR"WE IM UP ADM 704 A a EA. FRAME a" (.(. 0 FRAME SU IF UP ARM 10.0) A AT BA. Fun an -sm amam& Km BD A N. -T u-m A� E 13 V4- St • 0: 0 •0 0 :: 0• 0 . 0:0 :0 • OVERALL FRAME DMMR row lliLc CM a - BE. 11^A�/ WITE. = N 9! I SEE ®R AL 31- AT SHUT .3 a SCE NmlmffAL CRM-="= METALS -L A. & v a BMW SERIES-8700 —uF. FRAME: WIDTH III OVERALL FRAME W" T Too) FRAME ELEVAnONS - LM.l. • 0: 0 •0 0 :: 0• 0 . 0:0 :0 • OVERALL FRAME DMMR row lliLc CM a - BE. 11^A�/ WITE. = N 9! I SEE ®R AL 31- AT SHUT .3 a SCE NmlmffAL CRM-="= METALS -L A. & v a BMW SERIES-8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVAnONS - LM.l. o a � FOR MAIL .:lfl•'• , do a a. O EXTERIOR n: 1• ALL WOOD DUCKS ENGINEERED SEPARATELY 6 TO BE REVIEWED BY SLOG. OFFICIAL (TYPJ R. WOOD BUCK AND FRAMM WOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS MOSED BY THE GLAZING SYSTEM OM.:.a •bd: 71:• e a Of SPACE fTYPJ INTERIOR GLASS •• ••• • • • • • •• •• ••• •• • • • •• • ••• • • • • ••• • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXT. GRADE a 4-- ° /ER METAL LATH NAILED TO 114 SMS. W/ 1 VI• GRADE PLYWOOD SHEATHING MM EMBEDMENT INTO WOOD XLFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT M; r FINISH BY OTHERS) FOR MAX. FASTENER SPoICINFJ EX EXT. GRAM CAULK tar BYRIETER --� 1831 51Y L . TDTD SE APPLIED Tohmm fn?4 EXTERIOR DVTSRIDR ALTERNATE DETAIL -IT WOOD sAf6 INCY• I, .A•pION DL•'PAO. NDIDOW O119TAL1ATION NOTRR• 1 THE WINDOW FRAME FLARM TO BE SACK - BEDDED W/ AN EXT. 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) APPLIED WITH SO.ICam B. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRA1& TO SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR (WADE CAULK SHEETS X4, 45, 6 a, BY OTHERS fTYP� • WHEN THE CAP BVrnSM THE VMw FRAMB An THE BOCK DB MASONRY IS LESS TEAK 1 187. SHIMS ARE NCT RBRUIRM 13 -- ANCHORS NOTE: ANCHORS TO BE XIE SMS OR VD. SCREWS INTO W®, OR 114• TAPCONS or APPROVED ED= FASTENERS INTO crawl WITH A MIMMU( OF 1 U4• PENETRATION INTO WOOD OR CUM (REFER TO LOAD TABLES FOR DUANTITOES REQUIRED) U4• MAK a .41(t SPACE e (TTP) •I U4• MIN•••••• ®wi•OppladG( EMBE NI: b �(9�0 d d. ENPaeo I DETAIL AT 'XO or OX' 2 1 ,i �n qql,1 iv � Cdr I EX BY $14 &M.S. V, 1 1/4• NO. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET OR FOR MAX FASTENER SPACING) L ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLOC OFFICIAL (TYPJ P- WOOD BUCK AND FRAMING (NOT BY LAWSON DY TRIES) MMU SYSTEMIN LOADS IMPOSED :D GLASS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR EXTERIOR WALL FDBSH ✓ • PT. WOOD BUCKS BY OTHERS (TYPE •yy,.,±(�, 1 ' m i U4• HMX 28 sRNH SPACE d3•�v��'I'g (MYPJ EXTERIOR STUCCO OVEII NETAt LAIM Nsn e" m EXT. ORATE PLRIMETFII O pOERIDR GRACE PLYWOOD SHEA MIT@ TO BE SPECIFIED BY ARCgTECT OR G4 FOR MAX FASTENER SPACING) CALKING NUT SY m G=N= FINISH RY OINERSF m.SS•1 �T�01�1URS 73' MAX. NOT BY LAvm [NILE DS. INC A WINDOW FRAME DGCK VIDTH- •4 EDGE: :ISTANCE 74' MAX. WINDOW FRAME FLANGE WIDTH - -XO- WINDOW EQUAL LITE ( 'OX' REVERSED ) 1AINM)W [NRT T].sTION NOTES: 30 31 hf� 8 H 1. THE 10W FRAME FLANGE III BE BACK— BEDDED V/ AN ENT. LitADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FU1nUE BT VU(DOV MIAU.ER (TYP*I E. THE EXPOSED EXT. PERIMETER O' THE WINDOW FRAME 70 RE SEALED V, AN APPROVED EXTERIOR GRADE CAMX BY UT1ERS (TYPJ 21 • RIDN THE OAP BENRREN THE WINDOW AR FRAME AND THE BUCK OR $ NA80N@Y D Lit88 YEAR 1 /B•, BHDRI ARE NOT REQUIRED. ANCHORS NOTE: LOCK (LATCH AND SWEEP) OPTIONS t/44'NTTA -°AP OVEEDD eVINM FASTENERTOS INTO cam., VITFH'A MDIMIDM OF 1 1/4• PENETRATION INTO VOQD 13R 1. Rm EXTRUDED ALUIHNUH AND PLASITC L1PT HANDLE COME. (REFER TII LOAD TABLES FOR QUANTITIES REQUIRED) LOCKS ARE QUAIMED PER USE ON ALL MOOBR. 8 BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDORB. A TWO (R) LOCKS ARE REQUIRED PER EACH VENT. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O me�mDFwMA. DoO�S N. DMe • PT. WOOD BUCKS U4• HMX ii''i.',''' - sRNH SPACE � 7 (MYPJ �• .114• TAPI;ON V/ 1 1/4• MIN, EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET 02 FOR MAX FASTENER SPACING) m 1/4- MDJ. EMBEDMENT •4 EDGE: :ISTANCE O me�mDFwMA. DoO�S N. DMe I 4 lE x 1 3/4• Sri& 1114• MM VODD ERDED WINDOW INSTAIJAITON NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK- BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW D(STALLER CTTP.) B. THE EXPOSED EXT. PERIMETER OF THE VNIDOW FRAME TO BE SEALED V/ AN APPAOVED EXTERIOR GRADE CAULK BY OTHERS (TYP,) • WHO THE OAP BETWEEN THE WINM PRAIOI AND THE BUCK OR KASDM V M UM THAN 1/8-. SNWS AIM NOT FUMED. ANCHORS NOTR: ANCHORS TO BE BIB SMS OR VD, SCREWS INTO WOOD, OR I/4• TAPCONS m APPROVED CONC. FASTENERS INTO COW- WITH A MINIMUM OF 1 114• PENETRATION INTO VOOD OR COMM (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 'XOX° WINDOW EQUAL AND UN -EQUAL LITE • • • •• ••• ••• • •• •♦ • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V4• TAPCON V/ 1 1/4. HIM EMBEDMENT INTO CONE. (SEE ELEVATION AT SHEET . FOR MAX FASTENER SPACIN ., a" �. •T�IXYIi IN a S F q DES/ L A or x0 MUM WINDOW p Jamb 0 H &8 + /.PdBSByIW Iam "A" "8" 2 IassT 2 lillaeBT "D" 2 sa "E GIaBS DTH Arxhors Anahma + + + + + t 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 SOA 0.0 60.0 $ 3 d & # 8 $ . 36 24 3 4 65.0 .0 85.0 85.0 7Q0 70.0 70.0 70.0 80.0 80.0 0.0 8Q0 48 24 3 8 65.0 BS.O 85.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 0 80.0 60 24 3 6 85.0 86.0 860 0.50 70.0 70.0 70.0 70.0 BQO 80.0 0 80.0 72 24 3 6 65.0 65.0 66.0 65.0 70.0 70.0 70.0 70.0 800 8Q0 0 80.0 24 38 3 4 65D 65.0 65.0 65.0 70.0 70.0 70.0 70.0 SOLO 80.0 60.0 800 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 8Q0 8Q0 8Q0 48 38 3 6 fi6A 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80A z 80 38 3 6 65.0 65.0 65.0 65.0 70.0 70.0 7Q0 70.0 80.0 80.0 80.0 80.0 72 38 3 6 65.0 65.0 85.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 SOLO 8Q0 o 24 48 4 4 86.0 65.0 85.0 85.0 70.0 7Q0 70.0 7OL0 80.0 80.0 80.0 8QO 38 48 4 4 65.0 65.0 S.0 65.0 70.0 70.0 700 70.0 80.0 80.0 80.0 80.0 48 48 65.0 65.0 �.0 65.0 70.0 70.0 70.0 760 80.0 80.0 80.0 80.0 So 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 860 80.0 80.0 80.0 72 48 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.00 r yy o 4 4 85. 0 36 60 6 4 86.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 60 6 65.0 65.0 70.0 70.0 70.0 0.0 0 80.0 80.0 8Q0 60 60 6 8 6.5.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 BOLO 80.0 ° to 8 .0 70.0 0 7Q0 - - 26.6 26 3 4 M65.O65.0 85.0 65.0 7Q0 70.0' 70.0 70.0 80.0 SOLO 80.0 8Q0 A� j 37 28 3 4 65.0 65.0 0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 63.125 28 3 8 SA 65.0 70.0 7OL0 70.0 70.0 80.0 80.0 80.0 SQO 74 28 3 8 65.0 85.0 70.0 70.0 7Q0 760 80.0 -Sao 80.0 860 28.5 6 1 4 1 4 65.0 65.0 0 0 70.0 70.0 7. 0 Bao 80.0 Sao 37 38.376 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.126 38.375 4 8 65.0 65.0 66.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 � ! �8 74 38.376 4 8 65.0 65.0 66.0 65.0 70.0 70.0 70.0 70.0 80.0 1 80.0 80.0 80.0 2(L5 60.625 5 4 65.0 85.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 SMO 80.0 80.0 37 50.826 5 4 65.0 65.0 85.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 $0.0 80.0 53.126 60.628 6 6 65.0 65.0 65.0 66.0 70.0 70.0 70.0 7OLO 80.0 80.0 80.0 SOLO 8 d at 6 8 0 70.0 70.0 70.0 7 285 68 6 4 1 65.0 65.0 65.0 650 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 53.125 68 68 5 5 8 85.0 65.0 85.0 65.0 850 65.0 650 65.0 70.0 70.0 70.0 70.0 7Q0 70.0 760 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80k 80.0 74 58 5 8 85.0 65.0 65.0 65.0 70.0 --7-0-r- 70.0 7Q0 70.0 80.0 80.0 0 80.0 61 S 83 4 65.0 �.0 85.0 70.0 760 0. 80. 0 8 0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 BQO pOee tlT �,.•"""" eee Ni�eip $3.126 63 8 8 86.0 65.0 85.0 S.0 70.0 70.0 70.0 70.0 80.0 80.0 .0 80.0 74 83 8 8 �.0 85.0 85.0 85.0 65.0 70.0 ao , Notes • 1.) SO SHEET 8 FOR (LAZING 1YPSS. OSTA03 & ML=NE OPTIONS. e.) STANDARD SOL USED ON WINDOWS WM +70.0 DP AND BE14M MOM WITH O1A88 TYPES "A. B. C. & D-) 3J SU WITH RIM ADAPTER ARE. FOR WINDOWS ABOVE +70.0 DP /1 EE (MOORE WITH CLASS TYPES "E. & F") AND +80.0 DP HAIL � j'/O. ADDmONAL ANCHORS RECId1HED AT FEARS HEAD & SU ON WINDOWS WITH OP ABOVE 70.0. (SEE SIEVATION AT SHEET 8 OF 10) 4.) WIINOOWB WITH OIA88 TYPES a. C. OR 0" INSTALL® aaove 30PT. IN THE NVHF. THB LO. mTTESIDR LCTE SHALL HE TEMPERED. a ®wmptT�adNDo p0°t'7D ILL RISER - CPTMNAL E I APPLIED VITH SILICBNE S � FOR DP ABDVE +70A PSF N (-800 DP NA)U � � � . m � ese * •e ee Twee c •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S"G I.0M CAPA CITY LPM - YOM OWS Wilt Un ua to (114-112-114 A69E am b #H&S Glass T "B s 2 larea a 2'Glass Typo"r Typo" • 31 Glass Typo 31 1 elmeType WIDTH FJONT Anchors Anchors t + Do • GO + t + f f + Oaf f + Dst f 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 76.0 62.0 620 65.0 76.0 $ gL 2 3 72 24 3 7 80.0 80.0 80.0 .0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 4 24 3 3 8 10 80.0 80.0 80.0 80.0 80. 80.0 80.0 80.0 85.0 85.0 75.0 75.0 86. 65.0 75.0 76.0 52.0 82.0 52.0 5 0 .0 86.0 75.0 76.0 �' _ $ d 9 " OS 1 80. .0 .0 SIG 7 . �0 v s0 36 3 7 80.0 80.0 80.0 80.0 .0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 72 38 3 7 80.0 80.0 8 .0 80.0 65.0 75.0 06.0 76.0 52.0 2.0 66.0 75.0 $ ° 84 38 38 3 3 8 10 70.0 70.0 76.0 75.0 70.0 70.0 76.0 76.0 65.0 65.0 75.0 76.0 65.0 65.0 76.0 52.0 520 .0 76.0 108 75.0 62.0 520 65.0 75.0 36 3 11 52.0 82.0 65.0 76.0 65.0 75.0 52.0 520 65.0 75.0 60 48 4 7 70.0 76.0 70.0 75.0 86.0 76.0 66.0 7.0 62.0 b2.0 85.0 75.0 72 46 4 -4-8 7 0.0 75.0 70.0 75.0 65.0 75.0 B6. 75.0 52.0 52.0 65.0 75.0 94 48 62.0 82.0 86.0 76.0 86.0 75.0 82.0 82.0 68.0 78.0 48 4 10 52.0 62.0 65.0 75.0 85.0 76.0 62.0 52.0 65.0 78.0 0 108 48 4 11 520 62.0 65.0 75.0 86.0 75.0 52.0 520 65.0 75.0 ® g 1 820 .0 .6 65.0 75. .0 0 75.0 72 8 7 620 82.0 65. 75.0 66.0 75.0 52.0 620 86.0 75.0 84 60 S 8 SIG 62.0 65.0 75.0 85.0 75.0 62.0 8 0 68.0 5.0 v 1 86 80 6 10 - - 520 62.0 88.0 75.0 06.0 75.0 52.0 52.0 65.0 75.0 108 80 5 11 52.0 52.0 65.0 75.0 66.0 75.0 52.0 520 85.0 75.0 74 74 28 30 378 3 3 7 7 80.0 80.0 80.0 80A 80.0 80.0 80.0 80.0 65.0 86.0 76.0 76.0 86.0 66.0 7 .0 75.0 82.0 52.0 S20 620 86.0 08.0 76.0 75.0 @ri a al`0 74 80.BZS 4 7 70.0 78.0 70 0 75.0 65.0 76.0 88.0 78.0 62.0 62.0 86.0 7 74 88 5 7 $20 62.0 65.0 75.0 85.0 75.0 52.0 52.0 85.0 •0 75.0 74 63 5 7 52.0 52.0 86.0 75.0 86.0 75.0 62.0 520 86.0 75.0 78.5 28 3 9 .620 62.0 65.0 75.0 65 0 5.0 52.0 52.0 88.0 76.0 78.5 38.376 4 8 82.0 82.0 86.0 75.0 65.0 75.0 52.0 820 63.0 76.0 79.5 80.826 4 9 820 52.0 65.0 75.0 65.0 75.0 62.0 520 65.0 75.0 8 58 5 8 52.0 62.0 65.0 75.0 88.0 76.0 52.0 52.0 05.0 75.0 79.5 83 8 8 S20 b2.0 B6.0 75.0 86'.0 78.0 52.0 520 .0 75.0 $ g k 1 .28 26 2 .0 .0 75. 108.28 38.375 4 11 620 62.0 85.0 75.0 65.0 78.0 52A 620 .0 75.0 108 80.828 4 11 52.0 52.0 66.0 75.0 55.0 78. 62.0 520 .0 75.0 1082 58 5 11 S20 52.0 85.0 75.0 65.0 76.0 52.0 620 65.0 76.0 10825 83 5 11 520 52.0 06.0 75.0 650 76.0 62.0 620 .0 75.0 a ,a 111 1 2 66. 76.0 66.0 7. 520 111 38.378 4 11 320 82. 85.0 7b.0 86.0 5.0 52. 82.0 86.0 76.0 Ilk 11 .828 4 11 S20 62.0 85.0 75.0 85.0 76.0 52.0 620 .0 75.0 111 8 11 82. 62.0 85.0 78.0 86.0 7b.0 82.0 b2.0 76.0 ddal 5. 75.0 0 .0 Note a • • I.) am ERNST e roH QIASRra TYPES, DS7A118 & SIIACONR OPTIONS. uBUnsaoAa F� d R.) STANDARD SUL USED ON WINDOWS WITH +70.0 DP AND BELOW VAX r 7 `� (NH700N9 wm mas TYPE -A. 8. c. & D-) � S.) SRI. NITS Fttt;F<B ADAPRRR ARE FOR WINDOWS ABOVE +70.0 OP 0 SILL RISER - OPTIONAL D�4p 1 APPLIED WITH SILIt07NE MOM WITH (MASS TYPES B & P ) AND +50.0 DP MAX FOR OP ABOVE +700 PSF • ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SUL ON WINDOWS W17H OF ABOY 1 2 1 �` 1 t+80A OP NA7U '�� BI •• • 4.) WINDOWS WIN GLASS TYPES % (C, ELEVATION INSTALLED Bl� 5 SOFT. 0 0) • 1tt00 IN THE HVHS. THE I.G. 1XTURIOR UTE BRWL SE TRHPRRFD. 0 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••e • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY )9 - XOX WWOWS with EcW US 1/3. 113113 r + /.t3WaYUr•s w R a FRAME SIM #Jamb S H & 8 Glass T "B Glass T "C" (1 2) Glass T "D" Glass T "E" 81ass T "F" 3 (class T "Gi" WIDTH HMI. Anchors Anchors + - per + - + - per + + + par . pal 60 24 3 7 80.0 80.0 80.0 50.0 65.0 75.0 65.0 75.0 520 S20 65.0 76.0 y 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 1 85.0 75.0 520 520 63.0 75.0 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 76.0 520 520 86.0 75.0 $ �` 60 38 3 7 70.0 75.0 70.0 75.0 65.0 75.0 85.0 75.0 52.0 62.0 85.0 75.0 $ v 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 78A 520 520 65.0 75.0 C � 84 36 3 9 620 62.0 65.0 75.0 65.0 75.0 520 620 85.0 75.0 g @ 60 48 4 7 62.0 520 65.0 75.0 65.0 75.0 620 62.0 66.0 75.0 72 48 1 4 9 620 520 85.0 76.0 85.0 76.0 1 52.0 620 86.0 76.0 84 48 4 9 520 S2.0 65.0 75.0 66.0 75.0 620 620 65.0 75.0 60 60 5 7 52.0 520 65.0 75.0 65.0 75.0 520 520 86.0 76.0 72 00 5 9 520 62.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 76.0 �1 84 b 9 - - 62 0 520 85.0 75.0 85.0 75.0 620 520 85.0 75.0 3336 { 53.125 25 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 520 520 65.0 76.0 $ 0 d 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75,0 66.0 75.0 52.0 520 65.0 75.0 aR S 53.125 60.626 4 6 70.0 75.0 70.0 76.0 05.0 75.0 65.0 75.0 52.0 520 85.0 75.0 53.125 58 6 6 - - 520 52.0 85.0 75.0 65.0 75.0 520 52.0 86.0 76.0 53.125 74 63 28 5 3 6 9 80.0 80.0 52.0 80.0 520 80.0 65.0 6610 75.0 75.0 65.0 65.0 75.0 75.0 52.0 520 520 520 85 0 65.0 75.0 76.0 WAI S 74 34.376 4 9 520 520 65.0 75.0 65.0 75.0 620 620 65.0 75.0 74 50.825 4 9 520 520 85.0 75.0 66.0 76.0 62.0 620 65.0 75.0 74 58 6 9 - - 620 52.0 65.0 75.0 65.0 75.0 520 62.0 65.0 75.0 74 83 5 9 620 5.0 7b.0 85.0 75.0 520 520 85.0 75.0 79.5 28 3 9 8D.0 80.0 80.0 5 0 75.0 85.0 73.0 620 b2 0 86 0 75.0 78.5 3&375 4 8 70.0 75.0 620 .0 75.0 @6 0 76 0 520 620 85.0 76.0 79.5 50.626 4 9 82.0 5.0 75.0 65.0 75.0 52.0 520 85.0 75.0 79.5 58 5 9 - - 520 5.0 75.0 65.0 76.0 520 620 05.0 75.0 (F 79.6 83 5 9 - 520 5.0 *65.0 75.0 85.0 75.0 520 b2.0 85.0 75.0 $ 84 28 3 9 70.0 75.0 70.0 .0 75.0 65.0 75.0 620 520 65.0 76.0 m a 84 38 375 4 9 70.0 75.0 620 .0 75.0 86.0 75.0 820 S20 65 0 76.0, 84 50.625 4 9 520 .0 75.0 65.0 76.0 520 520 65.6 76.0 ` j 84 58 5 9 520 .0 75.0 65.0 76.0 520 62.0 65.0 75.0 d 3 - 84 83 5 9 520 .0 75.0 65.0 75.0 620 520 05.0 76.0 PROWCTRBVBIO? .-.A uftdwncft P•••"•.."'•''H� ''. W d%4 Notes M: 1.) am mw 9 FOR OAnG Teas, =Am & 801CONs OPTIONS. S.) STANDARD SILL USED ON WINDOWS WITH +70.0 OP AND BELOW (WINDOWS WHE GLASS TYPES A. S. C. & D") Imo ` 1 6 O 8.) SOL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP Sy 20 SILL RISER - OPTIONAL M I APPLIED WITH SILICONE (WINDOWS WITH aim TYPES $ & P7 AND +80.0 DP HAIL N FOR DP ABOVE +700 PSF •'•• ADMONAL ANCHORS REQUIRED AT PRAT@ HEAD & SOL ON Wm1 ELEVATION 8 OF 011" DP Mw �� pjq WIDOWS DP ABOVE 70.0. (SEE AT SHECT 10) i • N a) WINDOWS WYE GLASS TYPES A. C. OR 0- INSTALLED ABOVE SOFT. IN THE HVH'4 THE L0. EXTERIOR ME SHALL BE TEMPERED. mx - RNIRe1 Nx. >� a O •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••e • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �n I I "Ye7 !� �; ;;� 0� o 0� FfBM P PAIR / R 0� DIiBCSWT40N 1 J7 18 v aLWMUII MULLION x to x 3/4• $as OF MATERIALS FLAT HEAD, PHILLIPS. A 9TLpri6 OflIMM+ W (SEE Ltta,M%A7 S.W N 1 PAS LWRAKN& UP .A%. TS FOR I BPAORID W TABLES FOR OUANTIM is p 8 RMp4n¢A89D 6fa (AtU>L OaT9' Iml. THIIX) �, ,AHm,s[c,Rwle tld xuo RI90� - OtTAR. IAIOlA1B T9NwmrLw AM VIAL. sm� txrveaH 0 ffi ° IIx• elocmm Mpt e ofty r1ATT¢ I•TMAAn7t A . D VA' aNU¢Ep MAtt $gi S E6 6 \ W ............. WO.09 IRN{E PERIMETER CAIaKaM EXTERIOR ®$ FRAME MULLING DETAIL g � • j - ° W�a• LUMN AB� Poa ° OLBION PIF VM HE LOWER THETHE LOWER LU Sp U. OF THE xII870M OR MOL SHALL 001A7.1 C U4• MAX. / 1R 608. % / 1 / 4' L. _ — OA7 MOenMI AT Sra� ry) t8 DM=OR F011 Ituc FA7maR •ID.KOC tprWM3+ 00. WLIY6 BW 06®' 1 F[CTM1I MIT 68 TI3100x` FAAYE NOTE: srAwE EXTERIOR '' x'ww. ro IR AU OR PLATED. -. 2 NETAL 81AUCRMF3: A) STEEL : FF - 36 161 ,AM. (I. 18 OA mm, IIRM - O,,, E S) ALUI : 8067-73 1MV. (7 m Oa18' ION. M%x) d MGT 7. e9M7 Cr1m . ATTACHM .NT DET TI. �8 � W B i °m ar�8 g BIP�eamo • •• ee VAI WKN MASS "M3 •a C. OR V MOU-00 AMVE M". y. "•••�••'Q IN THE N'4m TI6 Ta IOIIR6x UK SHN' BE rElPlvm P ffpltitt GLAZING DST ❑ S OPTIONS �n I I "Ye7 !� �; ;;� 0� o 0� FfBM P PAIR / R 0� DIiBCSWT40N 1 J7 v �n r 4 I�ln Zt ✓� I "Ye7 !� �; ;;� Doer 0� FfBM P PAIR / R 0� DIiBCSWT40N 1 J7 v n t71.wa D Doer 0� FfBM P PAIR / R m DIiBCSWT40N 1 1tSMABY6 v •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -Too t t71.wa D Doer 0� FfBM P PAIR / R m DIiBCSWT40N 1 1tSMABY6 v •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -Too t t71.wa D Doer o FfBM P PAIR / R RSQD• D DIiBCSWT40N 1 1tSMABY6 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -Too t t71.wa D Doer FfBM P PAIR / R RSQD• D DIiBCSWT40N 1 1tSMABY6 I� L-87C" O r�ra' FRANK FORM JAMB 8 TRACK 01 L-0702 O — O iL�G BEAD b„ egg � 11 T slu IMUO NG CLIP L -8708 .b� 10 PRAEIR VENT JAMB tt L -8709 O VENT SPRUNG LATCH L -7839 4" aAe 21 @M3 Itl8 b9B Ao POUED MEMO RAH. VENT TOP/Hamm RAI L-7704 L -7707 oea F ua nJa xu JAMB FAIL SILL ANCHOR CLIP L -8830 © Q iL�G BEAD egg � 11 T •• ••• • • • • •• • • • • • ••• • ••• • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME & SASH CORNER ASSEMBLY DRTAILS 6LIZING BEAD ADAP7ER0M L-771t L -8708 18 i all 91 O MIAM MIAMI -OADE COUNTY =a 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) wwwy wiamidadrwov /sera/ Lawson Industries, Inc. 0501 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 acceded 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 11811-7700 (Flange Frame)' Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series -7700 Single Hung Flange Frame Impact window", sheets l through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami --Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/swies, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal applicatioil has been filed and there has been no change in the applicable building code negatively affecting the perforhnance of this product. Y TERMINATION of this NOA will occur after the expiration date or if there has been a re4ion o1 change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA asaA endotsemot of any product, for sales, advertising or any other purposes shall automat tally terminate thi NOA 4Faihare to comply with any section of this NOA shall be cause for termination removal of NOA.;' .ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Cou*, ;Flt�rida, 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. Iffip + • ACINs % c5pf ofthis entire NOA shall be provided to the user:, by the manufacturer or its dio b14r$ at d;h&ll:% available for inspection at the job site at the request of the Building Official. This X&A revises NiA #11-0705.09 and consists of this page land evidence pages E- I and E-2, as well as approval document mentioned above. The nbmit .ted dmin miationwas reviewed by Manuel Peres, P.E. • • • : :. NOA No. 12-0127.16 • Expiration Date: December 27., 2016 • • • • • • • • • • • Approval Date: March 29, 2012 . Page 1 . ..... . ... ... SHOP DRAWING REVIEW RAM DESIGN, ARCHITECTS & PLANNERS NO EXCEPTIONS TAKEN REJECTED APPROVED WITH COMMENTS ® REoSUB WT O DNP OETNCOES GCNCP AD NTRAQT DOCUMENTS Markings or comments q Op een ftcted as relieving the CONTRACTOR from cornpe_wi #ka the project plans and specifications, nor deparNw"ier om. The CONTRACTOR remains responsible for details & accyracy, for confirming and correlating all quantities, job conditions cmd dimensions, for selecting fabrication processes, for techniques of assembly and construction, and for performing his work in a safe manner. BY. DATE Ye. ..z • Is._ 0000 0000.. 0000 . . 0000.. .00000 0000.. : *006: 0000 0000.. 0000• . 0000 0000. . . ...... 000040 :00. 0 00 00 :0 :00: 0000.. . . . . 0.00. . 0 0000.. 0 . 0000 0 06 * :00 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L7700 -0901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, 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 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked-up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 09 -2530A and HETI - 09 2530B, dated 03/02/09, all signed and sealed by Ca"d.o F. Font, P. E. (Submitted under previous NOA No. 09- 0746.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung . window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -08 -2003 Co HETI -08 -2004 A, HET148 -2060 A, HETI -08 -2060 B, BETI -08 -2061 A, HETI -08 -2061 B, HETI48 -2062 A, HETI -08 -2062 B, HETI- 08-2063A, HETI- 08-2063B, HETI- 08 -2064A and HETI48- 2064B, dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08- 0825.17) 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 aluminum single hung window; prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -2987 and FTL -2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06- 0406.08) . • .. • . . . . . .. . ......... . • . . •• ••• • . •• . • . • • •• • • ..• • •.. .•• • Manuel P P.E. • • • • • . • • Product Control xa finer •: : . •. : • : :: NOA No. 12 127.16 i i • :00 i • i • •. • Expiration Date: December 27, 2016 Approval Date: March 29, 2412 ••• . . . . •.. . . E-1 . ... . . .. . .•. . ... . •. . ... • . •... .... . ... . . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01 /18/10, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300- 02/04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11 4624.01. issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "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 28, 2009, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.11- 0705.09) 3. Laboratory compliance letter for Test Reports No. HETI - 09 -2530 A and HET149- 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, all signed and sealed by Candido F. Font, P. E.(Submitted under NOA No. 09- 0706.09) 4. Laboratory compliance letter for Test Reports No. HETI - 08 -2003 C, HETI -08- 2004 A, HETI48 -2060 A, HETI -08 -2060 B, HETI -08 -2061 At ETI-08 -2061 B, HETI -08 -2062 A, HETI -08 -2062 B, HETI. 08- 2063A, HETI -08- 2063B, HETI - 08-2064A and HETI48- 2064B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL -2987 and FTL -2986, issued by Fenestration Testing Laboratory, Inc., dated April 03 and March 27, 2001, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06- 0406.08) G. OTHERS io* ; :X tic$ df 41;eptance No. 11- 0705.09, issued to Lawson Industries, Inc. for their • e $r estV$IU.700 Flange" Aluminum Single Hung Window - LM.I., approved on 08718112 aW expiring on 12/27/16. • .. • • Or .. • . • Mane &6 P , T.E. • . . • • . • * • Product Control gponer :': : . '. : • : :: NOA No. 12-0127.16 i i' i • • i' i Expiration Date: December 27, 2016 Approval Date: March 29, 2012 OV0 ..••.•• E -2 .... . . • .... 0:0.0.:. . •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MMix. f i •nA�A. N p � i 1>• i t t s a • NPDAV M"" . ' ,[ .0n. W s MAY. At I4wC i6.0 VpOtN iL•x.6[ low VIPM wt• 2 i A�� vAw c lA.Wi GCL worn Al AT � ax �°�w oatcaf k I. W. FM.TT cO GOAL �.. ► 1NT. �..� stGmL ,per tAAHDH AIC .Pw.ac ,,, r Ila tADa. ViNppN O.Ot ,Mn. "t"�x . a NM "' AVAV.AM A OPTOe.L V Rca .m AVVi A sORJ.DILaC a a . .Q• M AROE M w- 4"8,, HDQ(►AUm F&ATON In Ana 118 BAD (UMOYA TO WADE 01 xN66t 0➢ 0) (LWM 70 LOM ON WREST 4 �' 6) to vw• x -Dxa Via Pp N xup• way. IL a .'Fe[ Wo. 6. It on WK MLLE rY.i °i B t Y Ar7 TDi" r a) WOOD 8UCCIS ESSM RE IS== AND AN=RBD SO THAT THE BURRING g --- r__/.i - #- y a 10 w n,.m, ..... i. ".�/i✓.. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MMix. f i •nA�A. N p � i 1>• i t t s a I. W. FM.TT cO GOAL �.. ► 1NT. �..� stGmL ,per tAAHDH AIC .Pw.ac ,,, r Ila tADa. ViNppN O.Ot ,Mn. "t"�x . a NM "' AVAV.AM A OPTOe.L V Rca .m AVVi A sORJ.DILaC a a . .Q• M AROE M w- 4"8,, HDQ(►AUm F&ATON UN -EQUL LITE RADIUS UN -EQUAL LITE bE pT0N N 118 BAD (UMOYA TO WADE 01 xN66t 0➢ 0) (LWM 70 LOM ON WREST 4 �' 6) nRMITTe>n L•L08 oM EeBT A OF e1 SERIES-770 General Notes: SINGLE BUNG IMPACT WINDOW — FLANGE FRAME 1.) THIS WINDOW STSTSM S DS•ODW AND TESTED TO LOWLY WITH TIB THE 1-010 PU)B1DA BUILDING CODE WMAIDAG HM VELOCITY ZONE xup• way. IL a .'Fe[ Wo. OF VMACITT ( Now A87M 1600 -M THIS PRODUCT S IMPACT REESTANT. on WK MLLE rY.i °i tl v.• (SI[U778R9 NOT ) to Tw x ,.ATS tta Oat w a) WOOD 8UCCIS ESSM RE IS== AND AN=RBD SO THAT THE BURRING MIST8 THB SUPERIMPOSED 1U08 I &CCORDANC6 WITH THE REQUIREMENTS OF 2010 F.D.C. & TO RE RRYISMED BY BUDDNF6 OFFICIAL. A. ANCHORS SHMIN AWE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES q, t ARE NOT To BED TIDE MAXIMUM BPACRi66 ON CENTER (O.C.) AND AS TABULATED ON SRSEY 4. 6.) ANCHOR CoRINTIONS NOT DNS I THESE DBAWIO$ AIR TO BE :/r.: ,; ON A SITE SPWM BASIL UNDER WARATE APPROVAL AND To BE REVIEWED BY BVILMSO OFFICIAL !8 '�,O•'� , RJ WtMDGWS AN QUAUFBD FOR USE WITH SINGLE GLAZE IAM MATTA GLASS y TYPES TABUL&M (8YE 8HR1' ►81. AND FOR USE WITH DOUBLE GIAZB hia "g TAT '� yYp LAIII M ISMIAITR CUSS TYPES TABULATED iERRIN (SEE MOIST A)• TT ^Uii ,m Ri i S.) SEE BIIBET a FOR LOON DaYou & OPum .. .. T.) SEE SH66T A FOR 0=0 PMEMM AND OLA66 TYPES. ' Aj @) FOR OPHONAL PRAMS H:BTALLATDDN DETAILS 866 BHEST S. 9J ENT. & W. MM COLWHAL M WM ARE GP1WMA4 & AND ARE APPLIED W/ MUMNB MT-' sSya�- 10.) WOOD BUC1S I ODRPAC4 WIN MUST � PRESSURE TREATED AND ANCIIOBED "-�' j1 •6 0 , (BY O MOM. PSIS TO VD=W ISTAUATION. (866 MW 92 FOR DETAIL & NOT68I I WOOD IR7CIB TO 09 ANCHORED IN COMPLIAM WRH THIS 8010 PVC CHAPTER 24. „ � SEM M 11.8.8.8. 0•� p 11•) APPROVAL APKM 70 SIRM UNITS OR SDB BY SIDE MUUED UNITS. � 1a.) MWLM mxm BUNG WATHOWB VIM OTHER TYPES OF am -DUDE COUNTY APPRMVCD WINDOWS UENO A MUML -DRAPE COUNTY APPROVW HVIAM IN BETWEEN AM ACC6PPA61E ptt. A PIT. FAM MLCW t TSR ARE AW BUT THE UN� D981IN PRA PROM 78C WIDOWS 02 MUU,10N APPROVAL WOG, APPLY vii �V' uT• Ng TO Tab EITIB MISS STSTAI. 1B.jj SPS 8H>ET / 0 FOR MUUENT/IETAL ATTACHMENT DETAOE & OPTIONS. IV ALL META4/811i8L S OmWT WITH ALUMINUM OR OTHER DItm11UI MATERMUS TO BE A APAKE As O.TIOA.t. VIA➢OV TtM wo . EQUAL LITE ELEVATION WADS ON BIST OF 0) PAN= OR PIATBD AND OR" ME ST SHC'ITON 2009.8.4 OF ?BE 2010 FLORIDA BLDG. CODE. (UMTTED TO f •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MMix. f i •nA�A. N p � i 1>• i t t s a 1/4• TAPCON V/ 1 1/4• ALL WOOD BUM ENGINEERED SEPARATELY — MRi CNIMDMENT INTO CONC t TD BE REVIEWED By BLDG OFFICIAL RTP.7 FEIR ELEVATION AT SHEET It F(R MAX FASTENER $PACOVW P.T WOOD BUCK NOT BY LAWSON IND. I VB Mpl Lm KYST SUSTAW I1P6SE➢ LOADS q INTERIOR T ',Vr '� E Mli1 EtOT i t 0 V 4• ® KL E CI.EVATNM AT SNEEi 41 r R M111L rASTDER SP14"Va 8 1 N q 0 SXTu= O C MI � 9 i ra y ` Lys• � '. Jr... • . A EXT. 114 SAS. V/ I V4• MIL ENRENHNT INTO VODD BEE ELEVATION AT SM[CT .1 FUR MAIL FASTCNCR VWPV 0 0 • •t• It 0 • V: 0 • •• •• 0 • • :• RI • • • • :• :0: 4' IT➢ WOOD iT SHUT 11 P SPACDIIP EXT. CFNZ CAULK MAX JIM TP L iED tI.ASB ,� • Pi. VODD BUDCS ' EXTERIOR ti Ag c Lm ya* q INTERIOR T ',Vr '� E Mli1 EtOT i t 0 V 4• ® KL E CI.EVATNM AT SNEEi 41 r R M111L rASTDER SP14"Va 8 1 N q INTIMW INSTAUATION NOTFS: 7 1. THE WINDOW FRAME RANGE TO BE W/ 411 EXT. gig 41 IREREBE➢DEO WADE DOW INSTALLER RANT THE ENTIRE PERBHTER OF RANGE BT WINDOS C `` EXT. MTE C THE EKED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRAVE CAULK C (' \ BY OTHERS fTTP4 • WHEN THE OM BETWEEN! THE WINDOW FRAME AND THE BUCK OR x7Y P UASPNRY 18 LESS THAN 1/8'• BIGNE ARE NOT BDQOIR®. V4• 7 �s 7 ANCHORS NOTE: P we- Hm 1 D E➢GE '. DISTANCE g B D pI 1 1 i7 1 1/4' TAPCONS G, APPROVED CONC. FASTENERS INTO CONE.. WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR COVE. fRErER TO LOAD TABLES AT SHEET 4 OF B FOR i C D EXTERIOR ti PROCTER WADE PkRfNHTW CAIA.K11Xi -vPWIN rRrc vlon `j a (W� V C v 6 INTIMW INSTAUATION NOTFS: 7 1. THE WINDOW FRAME RANGE TO BE W/ 411 EXT. O S IREREBE➢DEO WADE DOW INSTALLER RANT THE ENTIRE PERBHTER OF RANGE BT WINDOS C `` EXT. MTE C THE EKED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRAVE CAULK C (' \ BY OTHERS fTTP4 • WHEN THE OM BETWEEN! THE WINDOW FRAME AND THE BUCK OR P UASPNRY 18 LESS THAN 1/8'• BIGNE ARE NOT BDQOIR®. p ANCHORS NOTE: D ANCHORS TO BE RR SMS OR VG SCREWS INTO WOOD. OR pI 1 1 i7 1 1/4' TAPCONS G, APPROVED CONC. FASTENERS INTO CONE.. WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR COVE. fRErER TO LOAD TABLES AT SHEET 4 OF B FOR QUANTITIES REOWREDf 1N PRODWr RBVISBD 4WMNTAe•lmKMPKNi04 ItsMBH µ . ITmo O SPISnl suallam Om 0 , -Row- IOC® Trp mO � 1 fA• Ynd4[O OME OwO ltitrE ONOWMfo O IT .w[6LG Q.SS O8Ti6 IITT.CIT6 M 1O••mWT• so= 1 a1 aw m T ama TeEmtas suallam Om 0 , -Row- •• ••• • • • • • •• • •• • • • • ••• • • •• • • • •• •• •• •• •• • • ••• • • • • ••• • • ••• • • • ••• • • EMRIOR NOTE, TM Lom PRr.% 8 Or SMNOE .w. rmm OR NIRL SHri OOtlQw Ms. e 1 /r �. r. FOR s E a a •� : B i �B ti E 6 E oq E V � �$ fi i t 0 TYPE Trp mO � 1 fA• Ynd4[O OME OwO ltitrE ONOWMfo O IT .w[6LG Q.SS O8Ti6 IITT.CIT6 M 1O••mWT• so= 1 a1 aw •• ••• • • • • • •• • •• • • • • ••• • • •• • • • •• •• •• •• •• • • ••• • • • • ••• • • ••• • • • ••• • • EMRIOR NOTE, TM Lom PRr.% 8 Or SMNOE .w. rmm OR NIRL SHri OOtlQw Ms. e 1 /r �. r. FOR s E a a •� : B i �B ti E 6 E oq E V � �$ fi i t 0 iEOO➢ FRANC INSTAi.ATTON nl.TSMTaaI !uutm DETAR Ude oncxr H VO'wTdOlftllO[O OdO so= 1 a1 aw m T ama TeEmtas wr -s+Ti eNU®alm Vtl OOIRIAO OR ONiO2 VP�OIm roam[ M SEC M PRES M LUffA N4 tYAU7/ T'VL 8i MD IG1L OESON T✓11E [004001$ . le Y 7..• s0.R ROT MEM. Pxilll%� ISCC 6E ONO wT•IIHwTOtO EE.n m 4N.Or, 0.078. 1rL Oig() S FOR .Tr�ET4 SPACDOITr TT MOTE: THE LO-ER Or sow 1rM —WO OR IaO1. Slrla GM- INTERIOR •POM a ms+ mlr eosmw LL9➢ am= tv4 •• ••• • • • • • •• • •• • • • • ••• • • •• • • • •• •• •• •• •• • • ••• • • • • ••• • • ••• • • • ••• • • EMRIOR NOTE, TM Lom PRr.% 8 Or SMNOE .w. rmm OR NIRL SHri OOtlQw Ms. e 1 /r �. r. FOR s E a a •� : B i �B ti E 6 E oq E V � �$ fi i t 0 7341 1 Ude oncxr H VO'wTdOlftllO[O OdO so= 1 a1 aw an.cln M Sr vrwr e s Em• wTx onTAaw ue wr•aTmwlTO[s a.qt . 8 Vtl OOIRIAO OR ONiO2 VP�OIm •• ••• • • • • • •• • •• • • • • ••• • • •• • • • •• •• •• •• •• • • ••• • • • • ••• • • ••• • • • ••• • • EMRIOR NOTE, TM Lom PRr.% 8 Or SMNOE .w. rmm OR NIRL SHri OOtlQw Ms. e 1 /r �. r. FOR s E a a •� : B i �B ti E 6 E oq E V � �$ fi i t 0 no O40 &Uclwm D L I ® an 1,9 f rt= M tOLYTNr 1 iT 1�[LLR • OOIT wOSTC s1mwR re• m4tR0 wAt V.' O61O010.it SyQ s vs• rN[4.ET1 wags •• ••• • • • • • •• • •• • • • • ••• • • •• • • • •• •• •• •• •• • • ••• • • • • ••• • • ••• • • • ••• • • EMRIOR NOTE, TM Lom PRr.% 8 Or SMNOE .w. rmm OR NIRL SHri OOtlQw Ms. e 1 /r �. r. FOR s E a a •� : B i �B ti E 6 E oq E V � �$ fi i t 0 DES R3N OAO P C Y P ISW l81D0 /3N VENTS W INDOW WIDTH NE10 T • Jamb Anshan; ./.P 7eeaf7/ee �/. P/assum la/e Type 4 Glass Type a Glass Type 8 is. 26 .82 80.82 0 80.0 80.0 80.0 1 126 20.8 80.0 4 42 0.8 W.026 60.0 60. 0. 60.0 80.0 80.0 48 .128 60.625 60.826 00.0 60. 80.0 80.0 B .0 80.0 9.126 20.8 09 69 8 0. 80.0 80.0 80.0 80.0 80.0 37 42 B 88 0.0 80.0 80.0 80.0 80.0 80.0 .12 89 B8 80.0 0.0 8 80. 18.128 28.6 63 S3 8 80.0 80. 0. 60.0 80.0 80.0 37 2 83 60.0 80.0 80.0 60.0 80.0 80.0 4e 3. +28 =j=l 60.0 37 42 80.0 90.0 80.0 no 0.0 80.0 +9.1 28.6 4.25 74.26 8 80. no 80.0 80.0 -60.0 80.0 80.0 3f-- 42 7 .28 24.25 60.0 60.0 8 .0 70 8 . 80.0 80. 18.126 2 78 80. 80.0 8 .0 MM5 50.826 6 42 78 T 80.0 B0. 80.0 78.0 9. DESON LOAD ApTY (PS - Vww WvM0wS W/ 4W VENTS WINDOW WIDTH I HUGHT 0 Jamb I AnChM +/• PreSPAVO BOA GA•69Type 4 GlawType 6 Gk=Type 6 19.128 59 6 60.0 80.0 .0 26.9-- 37 59 69 6D.0 80.0 80.0 80.0 80.0 80.0 42 48 83.128 59 89 60.0 80.0 80.0 60.0 80.0 60.0 60.0 80.0 1 80.0 18.126 63 6 60.0 80.0 80.0 26.8 37 63 63 60.0 80.0 80.0 80.0 80.0 80.01 42 48 83 .0 80.0 80.0 60.0 6040 80.0 53.128 63 60.0 80.0 80.0 19.125 26.6 74M 74.25 8 60.0 8010 80.0 60.0 80.0 .0 37 42 83.126 74.26 74 7425 8. 80.0 80.0 .0 80. 80.0 80.0 80.0 80.0 19.125 78 a 60.0 80.0 1 80.0 28.8 37 78 76 60.0 80.0 80.0 80.0 80.0 80.0 42 78 59.0 79.0 79.0 illf:% /01l LIL /.iii YROOLCT86V49BD .�.. 6�7ka der @Wride . CCooDdNeOOlede a2�lw CAPAGIY - LT171A1LnTawa�lvs V7MDOW WIOTH 103pMT • Jamb Am;hom �/. P/assum GlesType 2 Ghee Type 3 Glas7ype 6 Gas Type 8 Glas 6 GlesType 7 1 126 20.8 28 28 4 80.0 80.0 60.01 80.0 ea no 80.0 80.0 60.0 80.0 K' 80.0 37 42 26 26 Mo 80.0 WO 80.0 80. 80.0 80.0 80.0 no 80.0 80. 80,0 48 63.123 28 26 no 80.0 S0.0 80.0 80. 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