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WS-11-1340Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 187143 Permit Number: WS -7 -11 -1340 Scheduled Inspection Date: March 13, 2013 inspector: Bruhn, Norman Owner: CAUCHI, PAUL & MAGDALENA Job Address: 131 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060132590 Building Department Comments IMPACT WINDOWS, IMPACT GLASS DOOR, STORM PANEL AS PER B.O OK TO EXTEND PERMIT 60 MORE DAYS REVISION DONE OVER THE COUNTER WITH HOME OWNER PRESENT TO REMOVE 5 OPENING FROM THIS PERMIT. THEY WILL BE COVER UNDER THE PERMIT RC:12 -1RRR FRMIT DOOR NOT RFPLACFD 11 OPENINGS REPLACED Infractio Passed Comments INSPECTOR COMMENTS False Passe 311Y-8 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- 162458. No plans or permit on site. NB March 12, 2013 For Inspections please call: (305)762 -4949 Page 23 of 43 Viviana Cubillos From: Magdalena Cauchi <magdalenamariac @yahoo.com> Sent: Monday, December 03, 2012 11:29 AM To: Viviana Cubillos Subject: Permit Extension for Magdalena Hello! I would like to request an extension for the Windows and Shutters permit # WS -741 -1340 at the 131 NE 96 Street in Miami Shores 33138. The delay is due to the fact that in order to correct the window issue we need to legalize the conversion of the garage, which we have planned to do when we were purchasing this property. The plans and permitting process for the legalization is taking much more time than we have anticipated, therefore this permit is expiring in a few days. It looks like at this time the legalization of this conversion is on the right track since we are at the last stage of the permitting process. Thank you for all your help with this project. It has been quite of a learning curve for me, but also an adventure! Sincerely, Magdalena Cauchi 60 aft BUILDING 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 R ECET \: JUN 0 4 2112 Ti FBC 20 Permit No. PERMIT APPLICATION Master Permit No.4S I t .� 3H 3 Permit Type: BUILDING JOB ADDRESS: 13 1 RE E City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes NO '2 Phone #: Flood Zone: 0 " - OWNER: Name (Fee Simple Titleholder): I ' � `���/� '� ( ®6 1 ROOFING County: Miami Dade Zip: j'j 1 -52 Addres : 1/71 L' 6 City: Tenant/Lessee Name: K/ Email: nrrl• COCCkte)49c Y1 Olt - M'1 CONTRACTOR: Company Name: 4( % /4(A/11, //- Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: State: Zip:. 3( 3, Phone #: SOf -- Z® jQ: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration ONew ORepair/Replace UDemolition Description of Work: (-‘3 1‘71:2-r1 (( ° 6-) 31 ' Color thru tile: ** ** x********** ****** **:********* ******Fees* **e* ****** :**** ****+ x********** ********** 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 $e° Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH . YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will note approv ' and a rei pection fee will be charged. Signature % /vL " `° ° Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of St 4 20 /2-; by I' '4' Da / day of , 20 _, by who is personally known to me or who has produced 10 who is personally known to me or who has produced 1,otl111I1tptt/`� As identification and wh ' tike an oa 1�. as identification and who did take an oath. `...,„) 4 NOTARY PUBLIC: D : • •'••. 9 A NOTARY PUBLIC: ?tee;, _° _ m' Sign: , a[e = S!� +V '° . w g °; Sign: Print: s. 9 ' . iN .. Print: • ,��/J�t�tt11t1ttc�t�t \�° °`` My Commission Expires: My Commission Expires: ******** *+ x**** ******: xu: ****: ************ * * * ******* * *** ***a:****+x***** *******a::x*** ****** ** ** x** *******x:***** *** APPROVED BY ��G I`-■ Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 162457 Permit Number: WS -7 -11 -1340 Scheduled Inspection Date: October 31, 2011 Inspector: Bruhn, Norman Owner: CAUCHI, PAUL & MAGDALENA Job Address: 131 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement Building Department Comments IMPACT WINDOWS, IMPACT GLASS DOOR, STORM PANEL Phone Number Parcel Number 1132060132590 Passed Failed 04/ , 624 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments a ,4f/ ?), /rt / <<�T r1/44d-fr U d)Skatie-e-r ou& f `.t.44 ak east.c T U D4' October 31, 2011 For Inspections please call: (305)762 -4949 Page 6 of 18 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 FBC 20 Permit T . e: BUILDING ROOFING OWNER: Address: City: e (Fee Simple older): s Permit No. Master Permit No. SEP 2 9 2011 Phone #: 527. PoOf2 3 State: Zip: �."5 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: t -[ Air City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: Zip: 33 l CONTRACTOR: Comp ny Name: 04 " ` Phone#: Address: t !, ie City: 14 A A i a' State: Zip: 33/ 32 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 DAlteration ONeq°t_. ORepair/Replace Description of Work: It JI 4,4ca i 1:40' / !rte Lt/l'' ODemolition ***************************************Fees*************** - - es ** * * *** * * * * *** * **** * * * * * * * ** Submittal Fee $ Permit Fee $ / J CCF $ COCC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ / 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 AN F H)AVIT: 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 n be approved and a reinspection fee will be charged. Signature Owner or Agent The f, - :oing instrum t was ackn iwledge befo a thi day of • 01 , 20 , b N!�:O on} ly known to me or who h s produced ' (� I identification and who did take an oath. NOTA Sign: Print: My Commission Expires: Y PUBLIC: * * * * * * * * * * * * * * * * * * ** 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. NOTARY PUBLIC: Sign: Print: My Commission Expires: ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06/ 10/2009)(Revised 3/15/09) Zoning Clerk NAME: 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 DATE: q r2.-47 1 ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial Mt- 2. I 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 M C 3. I 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 instead 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 permits and contracts. /f Initial '4i 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. PA- Initial � Initial 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. 14 t- 6. I 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 ordinance. Initial 7. I 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. r Initial 114- ✓ 8. 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. Initial fi " `-- 9. I 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 applicable laws, ordinances, building codes, and zoning regulations. Initial ' "C 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htto : //www.mvfloridalicense.com /dbpr /pro /cilb /iinddaexx.�.html Initial U'-e- 11. I 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 a t�jvity at the following address: F4 'b4 l R es 3315 C Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. �t� Initial V `( Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. l Was acknowledged before me this 2 day of , 20 1) who was personally known to me or who has Produ -d there License or -t- o- identificafon. OWNER • , CLAUDIA V. CUBILLOS % Notary Public • State al Florida _ My Comm. Expires Sep 23.2018 ; Commission N EE 128810 •0.......... Bonded Through National Notary Mein. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 r CHANGE OF CONTRACTOR / ARCHITECT Permit N W\ 11- l 540 Owner's Name (Fee Simple T'tl- Holder Owner's Address: City: Pty, I( State : e- '6 Job Address (Of where work is being done): City: Miami Shores Contractor's Company Name: Address: State: Florida Zip Code: 351 L1j3Y\O( Phone #: City: Qualifier's Name : State: Zip Code: Lic. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: j14Z.V 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. Signature) The foregoing this day of • Lad owner or Agent ment was aknowle o s •- son. kn • all wn ,2J 1 ,by Not.i Sign: Seal: •'11forenlet me or who has •roduced ' 6°201 ds indentification. CLAUDIA V. CUBIL S 4. °�•t,'''. Public - State o1 Florida a`. —t .�•, Notary 23, 2015 s' Q My Comm. Expires Sep a� Commission * EE 1281110 '48 , ∎*** Bonded Through NatWnal Signature Contractor or Architect The foregoing instrument was aknowledged before me this day of , 20 by who is personally known to me or who has produced as indentification. Notary Public: Sign: Seal: SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can retum the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: 'wAA/1 *414 (,� (1 �L" pa vul ( k c coV6S v, l,J- 34 H„ A✓e- ('itia (Pt X31144- COMPLETE THIS SECTION ON DELIVERY A. Signature B. Received by (Printed Name) 0 Agent 0 Addressee C. Date of Delivery D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: 0 No 3. Service Type 0 Certified Mail 0 Express Mail 0 Registered 0 Return Receipt for Merchandise 0 Insured Mall 0 C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number 7010 2780 0002 0041 7522 (Transfer from service late PS Form 3811, February 2004 Domestic Retum Receipt 102595 -02 -M -1540 UNITED STATES POSTAL. SERVICE First -Class Mail Postage & Fees Paid MPS Permit No,'G -10 • Sender: Please print your name, address, and ZIP +4 in this box • VL( 1 /DA uvE (4, Si- u` 1 Stuairt..c �(/ z 1 %.$) 111' 1331411 3111111111111i-11111111{311111 11,1111 1/1111lI 1h I1 Customer Service LISPS Mobile Register / Sign In OUSPS.COM° Quick Tools Track & Confirm GET EMAIL UPDATES PRINT DETAILS YOUR LIBEL NURSER Check on Another Item Whore your I (or receipt) number? Search USPS.com or Track Packages Ship a Package Send Mall Manage Your Mall Shop Business Solutions SERVICE STAIUS OF YOUR ITEM ME &MAE LOCRSON FEISURES Fkst -Cass htlit9 tlateered Septseter 20, 2011,11 15 ®t INK FL 33147 OpectedDetbrery Sir. Septesdter29 2811 Catekof Mar Mum Antral atUnit Sepeleber 20, 2011, EMI ten ram FL 33147 Recessed Own. Sort Sep6enber20, 2011, 202 en tiitM, FL 33452 Fealty Acceptance Septenter13,2011,401pm Wlt15FL33153 Find LEGAL ON 1SPS.COM ON AR0UT.ISPS.COM OTHER LISPS SITES Privacy %Hey > Government Services , About USPS Home > Business Customer Gateway > Terms of Use , Buy Stamps & Shop , New sroom> Postal Inspectors > FOIA > Pant a Label w 4th Postage > Mail Service Updates > Inspector General > No FEAR Act EEO Data > (ustonrr Service , Forms & Publications > Postal Btplorer , Site index > Careers , SEP 2 d 2011 08/04/2011 11:56 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 2001 TRANSMISSION OK TX /RX NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** 1640 93054687061 08/04 11:55 00'56 1 OK "1 9ltmi Shores Village ti3\)\T�l 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 FBC 20 Permit Type: ('CJILDING ,J ROOFING OWNER: Name (Fee Simple Titleholder): Address: 1 t•YE U City: tAt a Y l i JUL 2 r Permit No. : J t t 4 5 1 " P Master Permit No. 1 Phone #: State: Tenant/Lessee Name: Phone #: Email: i 14,0 4s1:4-ta" JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 3 9i31? Folio/Parcel #: Flood Zone: *004 3670CD Zip: 33147 Phone* "f053db Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: \ 4 s rg Address: t(lS&D'S �(.t) ago � pe. J City: 01a-et-AA State: -10.17Nparlti Qualifier Name: JSE t i S Wu* Phone #: State Certification or Registration #: Certificate of Competency #: C 6 G U ..2 3 7 Contact Phone #: Z us_ 4 3 0 9 0 0 Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ g76) d Type of Work: ❑Addition DAlteration G1 .4 ,a _ Square/Linear Footage of Work: 3j'6 DNew URepair/Replace ❑Demolition HURRICANE SHUTTERS September 29, 2011 Att: Miami Shores Village Building Department 10050 NW 2nd Avenue NE Miami Shores, FL. 33138 -0000 To Whom It May Concern; MANUFACTURERS OF HURRICANE SHUTTERS qTC03.1UT? OCT 1 7 NN111 Please refer to this letter for the purpose of cancelling permit number located at 131 NE 96 Street, Miami Shores. The customer cancelled the contract with Hurst Awning; therefore the impact windows will not be installed by Hurst. If you have any questions please contact our office at 305- 693 -0600 Ext. 14 or 24 Thank you for yo uis Ga a C062357 Vice - President Hurst Awning STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn and bscribe efor = this 29th day of September, 2011. Nile* (SEAL) ,p�?RY PVe(� M0LENA P TORRES °' MY COMMISSION # DD839767 --1, ma p` EXPIRES November 19, 2012 (407) 398 -0153 FdoridallotaryService.com Clear Roll -Up • Clear Accordion • Impact Windows • Retractable Awnings • High Hats • Drywall Corner Bead Accordion Shutters • Bahama Shutters • Canopy Roofs • Hinge Colonials • Roll -Up Shutters • Storm Panels 6865 N.W. 36 AVENUE / MIAMI, FL 33147 / PHONE (305) 635 -0900 / (305) 693 -0600 / (800) 327 -0905 / FAX (305) 634 -9078 �IaI�iTP�reB�, 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 FBC 20 Permit Type: ROOFING OWNER: Name (Fee Simple Titleholder): Phone #: Address: I 1 44°` City: t t I. (2k fl L Tenant/Lessee Name: Phone #: Email: jJL 2 0e. Permit No. ki S1 �" i c5 t Master Permit No. 'rOf -5 State: Zip: 53 I 56 JOB ADDRESS: /3' 106 /60 ST City: Miami Shores County: Miami Dade Zip: 3 9131 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: j \J N3 �(jQ,n,L.( Phone #: Address: 628 NW 3� Aye �JJ '" I City: ri 1Cete-4. State: Zip: 53147 Qualifier Name: ,J)SE dII .. ,, �Q S ; efif -- 7t State Certification or Registration #: Certificate of Competency #: C cc 0 6 .9 3 5 Contact Phone #: 3 Os" 6 3 J-*() q 0 v Email Address: DESIGNER: Architect/Engineer: Phone #: *004 36700D Phone #: 30i--" (o '330-10V u Value of Work for this Permit: $ Jq 7 d a Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration New ❑Repair/Replace ❑Demolition / MJ,4c 4) tiC OW S /till cl `5 /4s3 4040 t ( sneo1 gpor. Description of Work: *************************************** Feest************ * * * *** **** *** * * * *** ***** ** * ** ** Permit Fee $ Q ° CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Submittal Fee $ Scanning Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ -� Aug. 3, 2011 2:10PM No, 6748 P. 1 CERTIFICATE OF LIABILITY INSURANCE PRODUOSR (954) 724 -7000 'FAX: (954) 724 -7024 Reyes Coverage, Inc. 5900 Hiatus Road Tamarac INSURED Hurst A si11g Compaaay, Inc . ; R&M Equipment Services, Inc. 6865 NW 36th Avenue Miami„ I FL 33147 COVERAGES FL 33321 DAVE (MM1bDJYYlr/l 11/11 /2010 THIS CERTIFICATE I5 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE trA Travelers NAIL # 2E674 INSURER 8: INSURER C: INSURS2 INSURER E THE POUOIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NO1 MTE/STAN DING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THI$ CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OFSUCH POLICIES. AG GREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MISR A tNSRn Omuta. A'PE OP MMMAMM POUCV Ni umR - x1011109865 POLICY EFFEcTEM D IDDMYYYj 10/31/2010 - POLICY aptRATION -PAT:MIM 10/31/2011 _ uNITS EACH OCCURRENCE S 1 000 00 uARtu Y COMMERCIAL GENERAL LIABlurr X PREMt Fat S J CL4IM$MADE U OCCUR oa�maeni MEDEXP(Aypnepvc Q S 10,00 PERSONAI. SA maJRY $ 1,000_100 5 2,00000 GENERALAGGREGAIE -�GENLAGGREGATEIMr'APPLIESPut POLICY 1-7 RA El LOC PRODUCTS - COMFIOPAGO S 2,000,00 i1 A AUTOMOBILE LIABEDY ANYAUro OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AtrrOS $7.,000 01071109965 10/31/2010 10/31/2011 � 8)S¢�GLE LIMIT 1, 000, 00 X BODILY INJURY (Per Person) _ALL _ R BODILY INJURY X S X- PROPERTY DAMAGE (Pargted9ertp X COL!. - $1,000 GADAGBLIABIUiY ANY AUTO AUTO ONLY- EA ACCIDENT S R aniewniAs EA ACC 5 AUTO ONLY: Ass S A �~ ExtM$1 UMBRBIA LIABrUTY 81013,109865 10/31/2010 10/31/2011 EACH OCCURRENCE $ 1,000,0C E OCCUR CLAUS MADE AGGREGATE S 1,000,0C s mUCral RETETRION 5 30,000 s 11�-( s WORKERSQOMPEN$ATION AND �'IAYERS' ANY EKERIE] OFFICER MEMBER IMyyag�n�oatey ESPEC Al PROV!SIONs L LABIL,r(Y YIN EXCLUDED? WOsrATU• 1 oTH• TORY LIMri,1 EII EL EACH ACCIDENT 5 i I NH) Debw EL O1$FASE -EA EMPLOYEE 6 EL DISEASE 5 DF$C1E1P770N OTh$R OF P ;POUCYLU►4T ° D ERATIONSIIOCAY1C115I OI.EESIEXClU$IDNSADDED>eYENDDPISEMIOrTI SPECIAL PROVISIONS THIS cxCATE HOLDER IS =STEM AS 2iDDITIONATI INSUJRED. CERTIFICATE HOLDER MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVENUE M]AMI SHORES, FL 33138 ACORD 25 (2009/01) INS025 (200901) CANCELLATION SHOULDANYOPTHCA80VEDFSCWBED POUCIE9 e5 CANCELLED BEFORETHE EXPJRAY1OI DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO sun. 30 DAYS wRm-E NOTICE TO 71(1: CERH RCATE HOLDER NAMED TO ONE LEFT. BUT IWUJ RETO DO so SHAG 5WOSE NO OBLIGATION OR LIAOUJTY OF ANY RIND UPON THE INSURER, ITS MOOS 0 REPRESENTArnES. AU i HORIZED REPRS$ENTAl1VE Carey Keyes /DE 61988-2009 ACORD CORPORATION. All rights reserve The ACORD name and logo are registered marks of ACORD Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 131 NE 96 Street Miami Shores, FL 1132060132590 Block: Lot: CARL L SCHOOLFIELD &W CLE CARL L SCHOOLFIELD &W CLEO W 3910 PINENEEDLE DR GREENSBORO NC 27405 Contractor(s) Phone Cell Phone HURST AWNING COMPANY INC (305)693 -0600 Valuation: Total Sq Feet: $ 19,700.00 320 Type of Work: WINDOWS, GLASS DOOR AND SHUTTERS No of Openings: 18 Additional Info: Classification: Residential Scanning: 7 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $12.00 $4.20 $4.20 $4.00 $280.00 $21.00 $16.00 $341.40 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -7 -11 -41549 07/25/2011 Check #: 1037 $ 50.00 $ 291.40 08/03/2011 Check #: 1046 $ 291.40 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final ti 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. August 03, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date August 03, 2011 1 Permit No: 11 -1340 Job Name: July 28, 2011 Miami Shores Viiiage 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 mullian product approval is limited to PGT windows and doors. 2) Identify the means of egress during a time of storm. 3) The garage is shown to have a sliding glass door. A garage must have a garage door to park cars. Plan review is not complete, when all items above are corrected, we will doa 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 - 795 -2204 AWNING COMPANY, INC. CUSTOMER NAME CONTRACTOR per' ADDRESS IaJ' CITY QPn TAX FOLIO # MANUFACTURES rip HURRICANE SHUTTERS 68.65 ,N.W. 36th Avenue Miami, Florida 3314y Phone: `305- 693 -0600. 1 .r _ ZIP CODE tk -fino, 0 APPROXIMATE DELIVERY PHONE (HM) ORK (INIC) . II RST DARE CC# 000010393 ROW.AARD CC # 84- 3568 -AL ] CGC. # 062357 DATE JOB NO. COLOR: CUSTO l�l A, ite ❑ Bronze❑ Beige I] Ivory COLOR ° ' l OPG # WIDTH x HEIGHT • - TING STROM PANELS ,, _ ACCORDION- COLONIAL - ROLL -UP BUILD OUTS MISCELLANEOUS X n2 S.] vwv `wf ' um - dr F-Trk D.M. Vat: HT100 Col Bah R -Ru 1 -3" 6.9" .'�!'.:,;,, cf ` U- dr SA 2-SA Horz Super Deco Deco S-Ru 4-6° Beam lJ x ; 1 7 111 wf H- dr F-Trk `'D.M. Ver. HT100 Col Bah R -Ru 1 -3° 6-9" -r U-. dr SA 2-SA Horz. Su, =r Deco ' Deco 5--u 4-6° Beam X' + Wf Alum H- .I F -Trk D.M. Ver. HT100 CoI Bah R - ^u 1-3" , 6-9" cw wW cf wf Steel Alum U-Hdr H- dr SA F -Trk 2-SA • D.M. Horz. Ver. Super HT100 Deco Col Deco ° Bah 5-Ru R -Ru 4-8" 1 -3" . Beam 6-9" X CW kWi of wf Steel Alum U -Hdr H- dr SA F-Trk 2-SA D.M. ° Harz. Ver. . Super HT100 Deco Cal '' Deco Bah S-Ru R-Ru 4-6" 1 -3° Beam 6-9" cw of : , Wf Steel Alum U- H -Hdr dr SA' F-Trk 2-SA D.M. Horz . Vet Super HT100 Deco CoI Deco - Bah S-Ru R -Ru 4-6° 1-3" Beam 6-9° X ww wf Steel Alum U -Hdr H -Hdr SA - F -Trk 2-SA D.M. Harz. Ver. Super HT100 Deco Cal Deco Bah S-Ru R -Ru 4.6° 1-3" Beam 6-9" X CW cf Steel U -Hdr SA 2-91 ° 'Horz. Super Deco ° Deco ' S-Ru - 4-6° Beam X w wf Alum H -Hdr F -Trk D.M. Ver. HT100 Cal Bah R -Ru 1 -3° 6.9" CW cf Steel U- dr' . SA 2-61 Hors. S.uoflr Deco ^" Col : Deco > Bah 5-Ru R-Ru 4-6° 1-3" Beam 6-9" X ' Ww wf Alum .H -Hdr' F -Trk D.M.; : ' Vat: HT100 cw cf Wf Steal Alum U- -H- dr dr SA F -Trk 2 -51. ; D.M. Horz. ?°Vat. Super HT100 Deco' CoI : Deco Bah ' S-Ru ' R -Ru 4-6" 13° : Beam 6.9° X cw / cf wr Steel Alum ; U- H- dr dr SA F-Trk 2-5A D,M. Horz. r. Vet " Super HT100 Deco Col Deco Bah S-Ru R -Ru 4-6" 1-3" ' Beam : 6.9° `MM cf wf Steep Alum U=Hdr H- dr SA "F -Trk 2-SA . " D.M. - Horz.. Ver, : Super HT100 Deco Col Deco Bah S-Ru R -Ru 4-6° . 1-3" Beam 6-9" X cw of wr" Steel `Alum U-Hdr >11- dr SA. ' F-Trk ` 2 -SA D.M. ' Harz "`' Ver. Super. HT100 Deco Col Deco : Bah S-Ru R -Ru 4-6" 1-3" ' " Beam • 6-9" X cW cf Steel U -Hdr SA 2 -SA Florz. Super Deco Deco ° 5-Ru 46" : Beam X ww wf Alum'' lTHdr F-Trk D.M. ' Ver.. HT100 Col Bah R -Ru 1-3" 6-9° ww cf wf Steel ' Alum U- H- dr dr SA F-Trk 2-SA ` D.M. Harz. : Ver. Super HT100 Deco Col Deco Bah 5-Ru R -Ru" 4-6° ;1 -3° Beam 6-9" X CW ww cf wf ^ Steel Alum U- H-Hdr dr 81 F-Tr1 ° 2-SA `° - D.M., ,Horz. z Vet. ; Super HT100 Deco Col Deco Bah S-Ru R -Ru ' 4-6° 1.3° Beam 6-9 ". cw cf 'steel U- dr SA 2-SA r : Harz. Super Deco Deco rS-Ru 46 °" Beam X WW ", Wf ' ' Alum H- dr F -Trk .D.M.. ;Ver. ' HT100 Col Bah R-Ru . 1 -3" . B-9° t. <y ,; a ; - ■ . tx; i l . , r , ::., ; cW VAV cf Wf Steal Alum U -Hdr , H- dr SA - . F -Trk 2-SA !: D.M. Herz. Ver. Super HT100 Deco Col Deco Bah S-Ru R -Ru 4-6° 1-3" Beam 6-9" X wW cf _ wf Steel Alum 0- H- dr dr 81 F -Trk 2-SA D.M. Horz. Ver. Super HT100 Deco Col Deco Bah S-Ru R -Ru ° 4-6° 13° Beam 6-9" X CW ww of wf Steel Alum 0- H-Hdr dr SA F -Trk 2-SA D.M. Horn Ver.': Super Fff100 Deco . Col Deco Bah S -Ru R-Ru 4-6" : 1 -3" Beam 6-9° X cw ww cf ! ,wf Steel Alum U -Hdr H- dr SA F-Trk 2SA- D.M. Horz. Ver. Super HT100 Deco _. °Col. Deco Bah S-Ru R -Ru 4-6" 1 -3" ° Beam 6-9" $ x cw wuv cf wf Steel Alum U-Hdr H- dr SA F -Trk 2-SA D.M. Horz. Ver. Super HT100 Deco Col ; Deco Bah S-Ru R -Ru 4-6° 13° Beam 6-9" X aw cf Steel U- dr SA 2-SA Harz. Super Deco Deco S-Ru 4-6" Beam X vnv wf Alum H -Hdr F -Trk D.M. Ver. HT100 - CoI Bah R -Ru 13 "'' 6-9" cw of Steel U- dr SA 2-SA Harz. Super Deco Deco ` S-Ru 4-6" `Beam X wW wf Alum H -Hdr F -Trk D.M. Ver. HT100 Col `• Bah R -Ru 1 -3" 6-9" cw cf Steel U-Hdr SA : 2-SA ;.Harz. Super Deco Deco S-Ru 4-6" Beam X wW' wf Alum H-Hdr F-Trk D.M. ''Var.:'" HT100 Col Bah R -RU 1 -3" 6-9" cw of Steel U-Hdr SA 2 -SA Horz: Super Deco! Deco ; S-Ru .. 4-6" Beam Shutter/Window Materials ° ,', $ .-¢ Misc. Materials $ Sub Total . . " $ f , " . t Sales Tax �( °lo)�� .,.... $ Installation ..: .... ..... .... $ Permit & �ngr ; " $ Job Total $ APPROVED AND ACCE BY r�L0 4.` i +ilk � 1` � o Sign H (Salesperson PfintName) • - (Purchaser - Please Print Name) WHITE OFFICE I.YELLOW SALES REP / PINK - CUSTOMER CHARGE CARD ORDERS: MC ❑ VISA PRINT NAME ON CARD Account # ° r� Exp. Date Signature 50% Deposit Amount $ 2-1°1 9 '1 40 %Arnt. Due Upon Installation ,$ e ` .. 10a %aA ue Uppn Final Inspection $ °7 if Look 0.911.6W1 Pur askrSign Here) Miami Shores Viiiage Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ❑ Contractor ❑ Owner ❑ Archi Pick: d up 2 sets of plans (ot er) Address: / /%/, /(44I- 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: PERMIT CLERK INITIAL: V�J RESUBMITTED DATE: O I fl PERMIT CLERK INITIAL: CUSTOMER NAME CONTRACTOR ADDRESS 101ZUMWA APPROXIMATE CITY �� otrY l @ PHON tHM) STATE jr- I_ ZIP CODE: \ p ' WORK (WIC) e MANUFACTURES OF HURRICANE.; SHUTTERS 6865 N.W. 36th Avenue Miami, Florida 33147 Ph ne: 305 -69 - 0600 J ArsteA L('k\ WIDTH x HEIGHT MOUNTING HURST DADE CC# 000010393 BROWARD CC # 84-3568-AL- DATE JOB NO. ilirtragoo COLOR Re ❑Bronze ❑ Beige ❑ Ivory oP ©# STROM PANELS 11M11110511111111EMIUMIEIE11120111111EMIMMINIM71111E9111173111111111071111111E111111ERIIWIrri .10111E11171111Mr11111=111110221111M11111M111117/111=111 Deco Deco 111201111E15119 11121131W11 M1 %i�IluM�� ®© �:� �3T>O1�® !r ;,1�1 1 1► ;fl.-i ■rjt rMa ____ II��EMIIIIRMII 1 =co Deco IM T-, K- v._ •� lr 1 Y IO ®® � ®�IM'I�I� Deco Deco ��m s _ �► ACCORDION-COLONIAL-ROLL-UP BUILD OUTS MISCELLANEOUS r ' ' ormminimmi. 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Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencemen t .: osted at the job site for the first in pection which occurs seven (7) days after the building permit is issued. In the such posted notice, the inspection will be approyd and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day ofa 0 )1 , by 0\U who ' . sonall to me or who has produced f(-- \\ As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: M.11111/1/44, . \TI !err /0 N4 \ww \°' i `Q /, /�' 'ATE Oar \, APPROVED BY L' �� ' 85 t / /1 " "iiiii is Examiner Signat The day wh Contractor instrument was acknowl , 20 f(, by me or who has produced as identification and who did take an oath. NOTA' ; - PUBLIC; e this 18 Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: Print: My Commissi Ex ,,;d•P�- MILENA P TORRES = _ MY COMMISSION # * DD S 3 2 2 XPRES November 19, * * (407)398.0153 Fion � Zoning Clerk 07/28/2011 12:13 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES e1001 TRANSMISSION OK TX /RX NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** 1611 93056349078 07/28 12:12 00'32 1 OK Permit No: 11 -1340 Job Name: July 28, 2011 Miami Shores i Vlla e 9 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Budding Critique Sheet 1) The mullian product approval is limited to PGT windows and doors. 2) Identify the means of egress during a time of storm. 3) The garage is shown to have a sliding glass door. A garage must have a garage door to park cars. Plan review is not complete, when all items above are corrected, we will doa 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- 795 -2204 MIAMWADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION (BCAD) NOTICE OF ACCEPTANCE (NOA) T. M. Windows, LLC. 601 N.W. 12th Ave. Pompano Beach, FL 33069 SCOPE: MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 -2599 www.miamid� e,�,�w�uils�ins� 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 Section 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 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. BORA 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 "338" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, dated 03/03/11 with revision "H" dated 05/23/06, prepared by A1— Farooq Corporation, signed and sealed by Javad Ahmad, P. E,, bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami --Dade County 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 and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08- 0917,08 and consists of this page 1, evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MANMADE COUNTY APPROVED SGAV �j g it NOA No. 10-1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 Page 1 f . T. M. Windows LLC. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. g "Series Drawing No W03 -52, titled Series 338 Aluminum Fixed Window (L.M.I.)", sheets 1 through 5 of 5, dated 07/11/03, dated 03 /03/11 with revision "II" dated 05/23/06, prepared by AI-- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of Series 338 Aluminum Fixed Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL_5276, dated 07/06/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 1120.10) 2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Inc., Test Reports No.'s FTL -2782 (FTL00114), FTL -2784 (FTL00140) and FTL -3803 (FTL03072), dated 11/06/01 and May 22, 2003, FTL -2782 and FTL -2784 respectively, signed and sealed by Luis Figueredo, P. E. and FTL -3803 signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No. 03- 0925.04) 3. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL 0806.02 -02, dated 09/24/02, signed and sealed by William R. Mehner, P. E. (Submitted under previous NOA No. 03- 0925.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with. FBC-2007, prepared by Al Farooq Corporation, dated 10/28/10, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300 -02/ 04 E ..1 Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 10-1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 r , T. M. Windows, LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/12. 2. Notice of Acceptance No. 10- 0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer ", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1, Statement letter of conformance, no financial interest and compliance with the FBC 2007, dated October 28, 2010, signed and sealed by Javad Ahmad, P. E. 2. Name change from T. M. Window & Door, LLC to T. M. Windows, LLC, in conformance to BCAD guidelines dated 10/28/10 on file. 3. Laboratory compliance letter for Test Report No. FTL -5276, issued by Fenestration Testing Laboratories, Inc., dated 07/06/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No, 07-1120.10) 4. Laboratory compliance letter for Test Reports No.'s FTL -2782 (FTL00114), FTL -2784 (FTL00140) and FTL -3803 (FTL03072), issued by Fenestration Testing Laboratories, Inc., dated 11/06/01 and 05/22/03, FTL -2782 and FTL-2784 respectively, signed and sealed by Luis Figueredo, P. E. and FTL -3803 signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No. 03- 0925.04) 5. Laboratory compliance letter for Test Report No. ATL 0806.02 -02 issued by American Testing Lab of South Florida, Inc., dated 09/24/02, signed and sealed by William R. Mehner, P. E. (Submitted under previous NOA No. 03- 0925.04) G. OTHERS 1. Notice of Acceptance No. 08- 0917.08, issued to T. M. Window & Door, LLC for their Series "338" Aluminum Fixed Window -- L.M.I ", approved on 05/06/09 and expiring on 01/08/14. Jaime D. Gascon, P. ' . Product Control Section Supervisor NOA No. 10-1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 E -2 0 // / �� /6" MIAM1-DADE COUNTY, FLORIDA M O -DADE FLAGLER BUILDING} BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window, LLC 601 NW 12th Ave. Pompano Beach, FL 33069 SCOPE: 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.Gov/buildinaeode 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 describesidzherein,..andhassb Code, inclwBug tb :velbci yty Hurricane Zone. »ESC 1' `^ ON: Series 805 Aluminum Horizontal Rolling Window – L I. APPRO DOCUMENT: Drawing No. W08-81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.L) ", sh ,.:: ■ .. • -• , ._,: , evasion "B" dated 02/10/10, prepared by AI–Farooq Corporation, signed and sealed by Javad Ahmed, P. E., bearing the Miami–Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami–Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Glass Type "E ": The Maximum Design Pressure Rating of+ 79.0 psf for Metallic Sweep Latches. 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 odour after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami–Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09- 0105.02 and consists of this page 1 and evidence pages E-1, E -2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. ed to comply with the Florida Building MIAMI DADE COUN APPROVED NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 Page 1 T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, Sheets 1 through 7 of 7, dated 09/19/08 with the latest revision "B" dated 02/10/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Abroad, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P. E. 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 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5457, dated 01/22/08, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09-0105.02) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -u drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09- 0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3995, dated 11 /13/03, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0120.01) Jaime D. Gascon, ' . E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 E -1 T. M. Window, LLC 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 2411 3.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3946, dated 11104/03, signed & sealed by Edmund() Largaespada, P. E. (Submitted under previous NOA No. 04- 0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al- Farooq Corporation, dated 10/01/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 09- 0310.02 issued to Cytec Industries, Inc. for their "Uvekol 5 Laminated Glass InterIayer", dated 04/02/09, expiring on 02/08/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated February 25, 2010, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance and no financial interest, dated September 25, 2009, signed and sealed by Arshad Vigar, P. E. 3. Laboratory compliance letter for Test Report No. FTL -5945, issued by Fenestration Testing Laboratory, Inc., dated July 31, 2009, signed and sealed by Julio E. Gonzalez, P.E Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 E -2 T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. FTL -5457, issued by Fenestration Testing Laboratory, Inc., dated March 13, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09- 0105.02) 5. Laboratory compliance letter for Test Report No, FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated February 21, 2008, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09- 0105.02) 6. Laboratory compliance letter for Test Report No.'s FTL --3946 and FTL -3995, issued by Fenestration Testing Laboratory, Inc., dated November 04 and 13, 2003, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No 04- 0120.01) 7. Proposal issued by BCCO, dated October 09, 2008, signed by Manuel Perez, P. E. G. OTHERS 1. Notice of Acceptance No. 09- 0105.02, issued to T. M. Window & Door, LLC. for their Series "805" Aluminum Horizontal Rolling Window w/ & w/o Reinforcement - L.M.I., approved on 03/04/09 and expiring on 05/13/14. E -3 Jaime D. Gaston, P. E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door L.L.C. 601 N.W. 12th Ave. Pompano Beach, FL 33069 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 building code. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildingcode This product is approve escribed herein, and has been designe• + _.44,•ly with the Florida Building Code, including High. V ; ity Hurricane Zone of the Florida Building Code. DESCRTPTI : Series 370 Aluminum Sliding Glass Door w /reinforcements - th pact APPROVAL 'i 1_I NT: Drawing No. W03 -90, titled "Series -370 Alum Sliding Door -LMF', sheets 1 through 7 of 7, prepared by Al Farooq oro : -• •10/06/03 and last revised on MAR 10, 2009, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Da . e i ty Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade S i + ty Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Two (2) 1/4" masonry screws must have min embedment of 1 -5/8" into concrete or grout filled masonry. 2. Pockets are under separate approval. 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 of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises &renews NOA # 05- 1114.06 & consists of this page 1 and evidence page E -1, as well as, approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 094319.06 Expi ate: ,ion l t March -1S -2O d i Appro .! ate: April 22, 2009 Page 1 T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS(transferred from file # 05- 1114.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -90, titled "Series -370 Alum Sliding Door -LMP', sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 10/06/03 and last revised on MAR 10, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 05- 1114.06) 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202 -94. 5) Large Missile Impact Test, per TAS 201 -94 6) Cyclic Wind Pressure Loading, per TAS 203 -94 Along with marked -up drawings and installation diagram of' an aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Test Report No. FTL -3773 (1' f L03062), dated August 04, 2003, signed and sealed by Joseph Chan, P.E: Note: This report has been revised by an addendum letter dated January 26, 2004, issued by Fenestration Testing laboratory, signed and sealed by Edmundo Largaespada, P. E. based on the review of the test report. C. CALCULATIONS 1. Anchor verification complying to FBC 2007, prepared by Al Farooq Corporation, dated 03/10/2009, signed and sealed by Dr. Humayoun Farooq, P.E 2. Anchor, calculation and structural analysis, prepared by Al Farooq Corporation, dated 10/29/2003 and last revised on 03- 18-04, signed and sealed by Dr. Humayoun Farooq, P.E. (Submitted under file # 05- 1114.06) 3. Glazing complies with ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 for "Saflex IIIG, clear & colored interlayer" issued to Solutia Inc., expiring on 05/21/2011. 2. Notice of Acceptance No. 09- 0310.02(Rev 03- 1223.04, former Surface Specialties Tech) issued to Cytec industries Inc..for "Uvekol Laminated glass, expiring on 02/08/2010. F. STATEMENTS 1. Statement letter of conformance to FBC 2007 and "No financial interest", both dated 03/10/09, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance , as a part of above test reports. 3. Addendum letter to test report FTL -3773, dated Jan 26, 2004, issued by Fenestration Testing laboratory, signed & sealed by Edmundo Largaespada, P. E. 4. Statement letter/ list of approved "UVEKOL" laminator, issued by Surface Specialties (UCB Chemical Corp), signed by Jonathan Shaw, Ph.D. (transferred from file # 05- 1114.06) G. OTHER 1. This NOA revises & renews NOA # 05- 1114.06, expiring 03/18/2014. 151 1 • Ltitt otS.. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 094319.06 Expiration Date: March 18, 2014 Approval Date: April 22, 2009 E -1 sheet 1 of 7 ) 6' MAX. HEAD /SILL CORNERS 199' MAX. ■Ti CLUSTER OF 6 AT MTG. STILES DOOR WIDTH 2 ANCHORS AT INTERMEDIATE PLACES AND AT ENDS 21' MAX. TYP. AT HEAD /SILL f3 8� \ O rn = 1g l v \ a F. J O // © �..J� C / /7/ a /// T— SERIES -370 ALUM. SLIDING GLASS DOOR (L.M L) DESIGN LOAD RATING FOR THESE DOORS TO BE AS PER CHART SHOWN ON SHEET 2 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDRION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD. MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION TESTED UNIT THESE DOORS ARE RATED FOR LARGE AND SMALL MISSILE IMPACT I AND REQUIRE NO SHUTTERS. • CLUSTER OF 3 AT MTG. STILES MODUCTRENEWED line ingw&§ the Florida iRtellstg Code ketepteate Na 506 Moira/kw Date �. lff, ,t/y Apaeq Dale 111vlsioA : DR. KU.MAYDUN FAR000 STRUCTURES FLA. PE./ 18597 C.A.N. 3538 MAR 1 0 2009 SERIES -370 ALUM. SLIDING GLASS DOOR (L.M.I.) gS n N V 0 c O 0 %.‘e.4 D, m go 2 It s Ik I. i — =i drawing no. I W03 -90� J DESIGN LOAD CAPACITY - PSF PANEL N WOTH•D00R HEIGHT Ft./IN. I nit"' GLASS TYPE 'A' OR 'E' EXT. ( +) j INT. ( -) 2/6 3/0 i 3/6 4/0 I 4/6 I 8/8 72.0 l+ 72.0 72.0 t 72.0 72.0 1 72.0 ` 72.0 f 72.0 72.0 I 72.0 2/6 i 3/0$/0 - 3/6 _. °4/01 ` 72.0 1 i 72.0 72.0 ' 72.0 `- -7 � 2.072.0_'� 72.0 1 72.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 XO =X 050 xxx OxxO xxxx APPROVED CONFIGURATIONS (NON - POCKETED DOORS 0xxxx0 1/4' HEAT STREW!) GLASS .120" INTERLAYER FILM UVEKOL UO. RESIN BY UCB CHEMICAL CORP. 1/4" HEAT STREAM GLASS SILICONE DOW CORNING 995 LO GLASS TYPE `A' 1/4' HEAT STREW) GLASS .090' INTERLAYER FUN SOLUTIA SAFLEX /KEEPSAFE MAXIMUM 1/4` HEAT STREN'D GLASS SILICONE DOW CORNING 995 GLASSTYPE 'B'? GLAZING OPTIONS xxxxxX ONE PANEL TWO PANELS THREE PANELS _ TWO PANELS 6 0 FOUR PANELS SIX PANELS POCKET LEFT OR RIGHT POCKET LEFT OR RIGHT POCKET LEFT OR RIGHT POCKET LEFT AND RIGHT POCKET LEFT AND RIGHT APPROVED CONFGURATIONS (POCKETED DOORS) POCKET LEFT AND RIGHT Eng' DR. NUM OIJN FN1000 IRuCluRES FLA. PE 1) 16557 CAN. 3538 j YQ O9 1r RENEWED eerptyieg with the Phrrit4 lkddIng Anapfana Nt -a3/9 D4 Expiration Date M4n /9,14/54 DY J MbabD46e A(vitian w 1101 drawing no. W03 -901 (sheet 2 of 7 J o--0 G FOUR PANELS SIX PANELS POCKET LEFT OR RIGHT POCKET LEFT OR RIGHT POCKET LEFT OR RIGHT POCKET LEFT AND RIGHT POCKET LEFT AND RIGHT APPROVED CONFGURATIONS (POCKETED DOORS) POCKET LEFT AND RIGHT Eng' DR. NUM OIJN FN1000 IRuCluRES FLA. PE 1) 16557 CAN. 3538 j YQ O9 1r RENEWED eerptyieg with the Phrrit4 lkddIng Anapfana Nt -a3/9 D4 Expiration Date M4n /9,14/54 DY J MbabD46e A(vitian w 1101 drawing no. W03 -901 (sheet 2 of 7 IBY W000 BUCK TYPICAL ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING PICAL ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 4 HIGH STRENGTH GROUT ANCHORS SEE ELEV, FOR SPACING TYPICAL ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu =120 651. Fy =92 K51) 1/4" DIA. ULTRACON BY 'ELCO' (FU =177 KSI, Fym155 K51) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8" MIN. EMBED INTO CONC. OR MASONRY • 1/4" TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .100 ") (NO SHIM SPACE) •TYPICAL EDGE DIST6NCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Fc.- 3000 P51 MIN. MASONRY I'm = 1500 PSI MIN. SEALANTS: FRAME A40 PANEL CORNERS AT SILL AND JAMBS SEALED PRODUCT RENEWED Ea osoillifing wild adding Cede *Florida tiot Mtge Acceptance Noeff-jalfp‘ Expiration, 04te_Ap_seive/9 AND INSTALLATION SCREWS WITH JOINT SEALANT. WEEPHOLES: W1 = (6) 1" WEEP NOTCH AT EACH END OF SILL W2 = (6) 1" WEEP NOTCH AT EACH END OF SILL Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 CAN. 3536 TYPICAL ANCHORS AT 18" O.C. SEE ELEV. PANEL WIDTH CC (3) #10 X 2" SELF DRIWNC SCREWS AT 10" FROM EACH ENO & ONE AT MIOSPAN Z et g gieLL 401 !!aaQQ 0 E - EXTERIOR PANEL VADTH DOOR WIDTH ACCESS HOLE (2) #10 X 1" SM5 AT TOP & BOTTOM RAILS TYPICAL ANCHORS AT 13' O.C. SEE ELEV. TYPICAL ANCHORS AT 1T O.C. ° SEE ELEV. ABDUCT RENEWED memnplyin6 with the Florida BeldIng Code NnCJ9- a3 /9•0` Expiration Due 1N6mi OaTE ltal ituy DF9cioa Env 014. HIAYAYOUN FAR000 STRUCTURES FA. PE if -16557 CAN. 3938 o lL JW drawing no. W03-90, sheet 4 of 7 FIXED CUP (TOP) FIXED PANEL INSTALLATION DETAILS FIXED CLIP (BOTTOM) oxa OR O %O REVERSE SERIES -370 ALUM. SLIDING GLASS DOOR (L.M.I.) Fps x 1 -1/4• SMS ■� ■ 4 � \\ 115\1 \�� � ��� ,I 1 ® 1 Giii ` MAR 1 0 Z009 drawing no. I WO3 -90; (sheet 5 of 7 ) III lirillig° =is Mill t 41111 Amirtugagwompaimp Eau ■� ■ 4 � \\ 115\1 \�� � ��� ,I 1 ® 1 Giii ` MAR 1 0 Z009 drawing no. I WO3 -90; (sheet 5 of 7 ) - -842 r- I I ' 13 �V 5 02 .060 .125 4.417 3.147 1.462 7.600 .072 c Ia J,C 1.375 t.596--- JI 11.596 --14•--1.596 FRAME HEAD 5W -27509 1.477 2.475 Z g 3 F M 1 i 2 1 a f4�i 2 1 v M G 9. _ i. .750 1.144 3.000 .062 - 1.600 - -375 I I° I I �F- 1.407 - -2.529 H STILE ADAPTER GW 37629 FIX. PANEL STILE GW 37637 3.000 -I FIX. PANEL CLIP GW 37743 437 7.819 L (� .�.�� `-"-�" .062 547 d- 1.581 -� 4.475 WALL ANGLE BRACKET TM -104 LENGTH - PANEL HT. - -y r--- I 2083 - .750 1.000 �i 37S `�� \ .a WMMr t J� .750 - 1.000 TOP RAIL 706 j 2.688 .070 436 I I 1°'1.085 -�{ PANEL 3.248 C 1.367 - .045 TI� 1.367 yr ,.000 d j 1.000 ,; .� \ c n co TOP CUP TM -110 4.000 2.080 REINFORCING BARS CZ y 6- Q = R Q •a = v '��C c~�l CO .768 1.162 GW 37632 522 .875 - .922 1.313 c a o n N ce W LN 2.562 MALE BUTT STILE /LOCK STILE GW 37623 -1.000 - .750 - 1.3187 - .062 4.873 .155 DOOR FRAME JAMB GW 34977 2.230 WALL INTERLOCK TM -105 2.782 .608 - 2.981 875 4.883 1,367 + 1.367 ,� ._ 3.157 1111 2.845 1.006 2.709 - .082 1.693 2.762 .622 PRODUCT RENEWED YCOmt1111o:wk6 We Flotilla ® 6G • co n w -0 5 - .090 ,�- 1.164 1.407 PANEL BOTTOM RAIL GW 37624 Date A 2O/V z o 1 DOOR FRAME JAMB GW -31172 2.244 ..J 9 BP 1 CifnN•L.."�.s .125 POCKET 2.230 - MAJOR INTERLOCK /ASTRAGAL TM -108 .875 M4uW whim 3.119 POCKET MINOR INTERLOCK TM -108 c °1 o m 9 I.4 rSe3 S o 4 4 2.015 .140 .625 5.834 2.500 687 1.670 -q 1.140 -- c 2.564 cS 1 s ° 3 n h .080 1.271 Engn OR HUMAYOUN FAtFo0 F L A . P G STRUCTURE'S 57 CAN. 3538 MAR i a 2009 (Sheet J- .080 MINOR INTERLOCK REINFORCEMENT TM -107 LENGTH = PANEL HT. - 4.5* I .-^{ MAJOR INTERLOCK - .095 REINFORCEMENT TM -109 drawing no. W03 -90 5.500 FRAME SILL TM -111 6 of 7 PANEL TOP CORN R PANEL' BOTTOM CORNER Eng, OR. HUMAYOUN FARO00 STRUCTURES FLA. PE It (6557 5.96. 3538 ��ruZOas M®DDUCT RENEWED AsamaplyIog w41. too Mori& *Ming Calo Iseeepteece Noafi- o3 /9.0e ItStpIrsalea Dak w IC_4„ ^/51 ITEM No. PART No. QUANTTTY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 5W -27509 1 FRAME HEAD (3 TRACKS) 6063 -T6 XXX 2 TM -111 1 FRAME SILL (3 TRACKS) 6063 -16 XXX 3 GW -31172 1 FRAME JAMB (3 TRACKS) 6063 -T6 %X% 3A GW 34977 1 FRAME JAMB (2 TRACKS) 8063 -16 XXX 4 T1A-104 AS REOD. WALL ANGLE BRACKET 6063 -16 XXX 5 TM -105 AS RECO. WALL INTERLOCK 6083 -16 XXX 6 GW -37632 1/ PANEL TOP R5L 6063 -16 XXX 7 CW -37624 1/ PANEL BOTTOM RAIL 6063 -16 XXX 8 TM -108 AS REOD. POCKET MAJOR INTERLOCK 8063 -16 XXX 9 TM -108 AS REOD. POCKET MINOR INTERLOCK 6063 -T6 XXX 10 TM -107 1/ INTERLOCK MINOR INTERLOCK REINFORCEMENT 6063 -16 FULL LENGTH 11 TM -159 1/ INTERLOCK MAJOR INTERLOCK REINFORCEMENT 6083 -16 FULL LENGTH 12 14-110 7 TOP CUP, 9 -1/2" LONG 6063 -16 1 EACH ABOVE ALL INTERLOCKING & FEMALE STILES 13 GW 37637 AS 9500. FIXED PANEL STILE 6063 -16 XXX 14 GW 37743 AS RE00. • FIX. PANEL CLIP ALUMINUM XXX 15 GW -37623 AS REID. MALE BUTT STILE 6063 -T6 PANEL LOCK SIDES 16 GW -37629 AS RE00. STILE ADAPTER 6063 -18 PANEL ASTRAGAL. 20 4020 -PILE 1 ROW "ULTRAFAB" FIN SEAL WEATHERSTRIP WOOL TOP & BOTTOM RAILS 21 4037 -PILE 2 ROWS "ULTRAFAB" FIN SEAL WEATHERSTRIP WOOL INTERIOR INTERLOCK STILES /FRAME JAMBS 22 4020 -PILE 1 ROW °ULTRAFAB" FIN SEAL WEATHERSTRIP WOOL FRAME JAMBS /ASTRAGAL 23 XXX AS RECO. 3/4 x 2 1/21 LG. SELF- AOHESNE FIN SEAL PAO WOOL XXX 24 XXX AS RE0'0 POLYURETHANE SEALANT FOAM ENOS /INTERLOCKS 25 00W 995 AS REO'D STRUCTURAL SILICONE SILCONE PANELS 26 TM -36205 2/ PANEL TM TANDEM ROLLER ASSEMBLY ALUM /NYLON BOTTOM OF PAWLS 27 TM -32476 2 TM LATCH ASSEMBLY ALUM/VINYL MALE ASTRAGAL 28 TM -32424 2 TM KEEPER ALUMINUM FEMALE ASTRAGAL 29 XXX 2 /LATCH #10 X 2° OH. M.S. ASSEMBLY SCREW STEEL LATCH ASSY. 30 XXX 2 /KEEPER #10 x 1/2" TR. HO. KEEPER INST. SCREW STEEL FEMALE ASTRAGAL 31 XXX 8 /PANEL #10 x 1" PH. SMS. PANEL ASSY. SCREW STEEL PANEL CORNERS 33 XXX 2 /CUP #10 x 1" P11. SMS. TOP CUP INST. SCREW .STEEL. HEAD INTERLOCKS 34 XXX AS RE00. 1" X 1" REINFORCING BAR STEEL AT FIX. PANEL STILE 35 XXX AS RE05. 3/8" X 1" REINFORCING BAR STEEL AT FIX. PANEL STILE eel 8 0 U E 2 3 v E2 8:= LI s1.4 I 1 drawing no. W03-90 sheet 7 of 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12th Ave Pompano Beach, Florida, 33609 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-herainran hag be js tined to comply with the Florida Building Code, including the High V Hurricane Zone. ° ® -- DESCRIPTIO ► : Series "605 " Single Hung Aluminum Window (reinforced) APPROVAL I,OCUMENT: Drawing No. W06 -34., titled "Series 605 Aluminum Single Hung WDW.(LM1) ", sheets 1 through f 8, prepared by Al- Farooq Corp., dated 04 -24 -06 and last revised on Aug. 12, 2009, signed and sealed by Arsha: _ ',E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiry on a ami.Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Exception: Glass type I (sheet 4) is not approved for Small Missile Impact Rating 2. Units installed with Fin -mount are limited to max Dp = +1- 61.0 psf. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07- 0404.04 (06- 0614.04) consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMI -DADE COUNTY, FLORIDA ME I RO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline.com NSA No 09 -0604.24 Expira Date: July 05, 2012 Approval Da , : September 02, 2009 Page 1 T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 07- 0404.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W06 -34., titled "Series 605 Aluminum Single Hung WDW (LMI) ", sheets 1 through 8 of 8, prepared by Al- Farooq Corp., dated 04 -24 -06 and last revised on Aug. 12, 2009, signed and sealed by Arshad Viqar, P.E. B. TESTS 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Large Missile Impact Test, TAS 201 -94 4) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. 1 TL -5439 dated 12 -10 -07 and • FTL -5742 dated 01- 22 -09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07- 0404.04) 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 3. along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL -3975 dated 10- 22 -03, FTL -3755 dated 03 -24 -03 and FTL -4514 dated 01- 25 -05, all signed and sealed by Edmundo Largaespada, P.E. 4. Additional test report No. CTLA -416W dated 04 -11 -00 issued by Certified Testing lab w/ addendum letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL- Farooq Corp. , dtdd 05- 15 -09, signed &sealed by Arshad Viqar, P.E 2. Glazing Complies with ASTM E1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia for "Sa lex IIIG clear & color interlayer", expiring on 05/21/2011. 2. Notice of Acceptance No. 07- 1116.11 issued to SAF- Glass, LLC for "SAF -GLAS polycarbonate laminate ", expiring on 12/16/2012. 3. Notice of Acceptance No. 09- 0310.02 (Former NOA# 03- 1123.04, Surface Specialties Tech), issued to Cytec Industries Inc. for "Uvekol S ", expiring on 02/08/2010. F. STATEMENTS 1. Statement letters of Compliance and "no financial interest ", both dated 05/28/9, signed and sealed by Arshad Viqar, P.E. 2. Statement of Lab compliance letter, part of test reports. G. O'111ER 1. This NOA revises NOA # 07- 0404.04 (06- 0614.04), expired on July 05, 2012. 2. Test proposal # 07 -3765 approved by BCCO dated Feb. 06, 2007. tckilt. aa Ishaq I. thanda, P.E. Product Control Examiner NOA No 09- 0604.24 Expiration Date: July 05, 2012 Approval Date: September 02, 2009 E -1 1 COUNTY. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R. C. Aluminum Industries, Inc. 2805 N. W. 75th Ave. Miami, FL 33122 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildingcode 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 approve. _'> + . as been designed to comply with the Florida Building Code, including t - gh Velocity Hurricane Zone. DESCRIPTIO : Series "ML 100" Aluminum Tube Mullion — L.M.I. APPROVAL D of 7, dated 05/02/04 UMENT: Drawing No. M04 -05, titled "Aluminum Tube Mullions ", sheets 1 through 7 Al- Farooq Corporation, signed and pr sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06-1130.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09 -0128. Expiration Date: August 19, 2014 Approval Date: April 08, 2009 P ±._- 1 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -05, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 05/02/04 with revision "C" dated 09/22/08, prepared by Al- Farooq Corporation, signed and sealed by ] Humayoun Farooq, 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) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -4024, dated January 14, 2004, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #04- 0608.05) 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) Large Missile Impact Test per FBC, TAS 201 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with installation diagram of aluminum fixed and casement windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Droz -Seda, F.E. (Submitted under previous NOA #04- 0608.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 09/24/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None Manuel Per Product Control E NOA No. 09 4 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 E -1 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of compliance, dated September 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 06, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA #061130.03) G. OTHERS 1. Notice of Acceptance No. 06- 1130.03, issued to R. C. Aluminum Industries, Inc. for their Series "Series "ML 100" Aluminum Tube Mullion — L.M.I.", approved on 04/05/07 and expiring on 08/19/09. E -2 Manuel ' ere Product Control Ex NOA No. 09-0 .14 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 shoot lof 7) MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN 80 USED WITH AU. MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES;_ TO COMPLY WITH THE THIS PRODUCT HAS DESIGNED AND REQUIREMENTS OF THEBFLORIDA BUILDING CODE 004/2007 EDITION INCLUDING HIGH VELOCDY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVA.. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WTERIAI5 INCLUDING BUT NOT LIMED 70 STEEI./IETAL 401005, THAT COME PIT0 CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD. MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. �iYYL -1 a E 2 .511:2 _3 ZEEA DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MUWON 512E WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 5 TNRU 7 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL WINDOW FRAME TYPICAL GLAZING PRODUCT 4.000 6.000 2000 --d TUBULAR SHAPES ' ALLOY = 6063 —T6 3.000 HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Engr OIL HUMAYOUN FA8t100 STRUCTURES RA. PE f 18657 � C.IN. ' SEP 2 5 2008 PRODUCT 1441','... Hg complying the t'Lui,la }hating AcoNo EtzpiradonDase 1+ 63 I U ALUMINUM TUBE MULLIONS 0 U z to W _ L t —a 7 C•4 Z i h N (3o -gv aiN VIE POO a 1 C 5 8 1 drawing no. M04 -05 r-01 5125 �LOOO��125 h°--- 2.000 —~� r 125 r--2600--1 _125 r - 2000 -1_125° �y„9 MUWON \MO4 -05RC1 4- 1500 -- ¢ x-125 6.000 AL—FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305)284-81O0 FAX. (3O5) 282.4978 4 4500 .`06 4.000 125 4'000 125 .188 3.060 _125 6.000 590 2 X 4 STD. MULLION 1- 1/2X4 -1/2 SrUSTOM MULLION 1 X4 STD. MULLION ALUMINUM TUBE MULLIONS )IIl R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. MIAMI, FL 33122 TEL (305) 592 -1515 FAX. (305) 592 -2184 /'- 1 X3 STD. MULLIO 2 X 6 STD. MULLION 6063 -T6 2 X 6 HEAVY MULLION 6063 -T6 j - 6063 -16 - 6063 -T6 - 6063 -T6 - - 6063 -T6 ' '' 2A00 123 .730 - 1.730 2125 2125 l 2.000 —..i J / 0 0 1 -3/4' MIN. FOR 3' TUBES ALL 2- 3/4OTHERS NOTCH OPTIONAL ANGLE CUP 5500 0PA0NAL MULLION CLIP I- 5500 NOTCH OPTIONAL 1 MULLION I�/ CUP 80 DHANOE 180 slim. II UPDATED FOR 2004 F00 g c $ abce$ ? $ 6063 -T6 6063 -T6 6063 -TB C .. U. g o ' 14 S .---. t Err 56'HYOUN SAR000 6 557 6T CR condi:410B with the klu64 Date 4.1fint`!•'' , . • . PmdaotCandof / SEA 2 2008 drawing no. M04 -05 (sheet 2 of 7 ) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PST (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. W10111 (W) MULL SP 1 x 9 1 X 4 STD. 2 X 4 STD. 1 -1/2 x 4 -1/2 CUSTOM 2X6 STD. 2X6 HEAVY WINDOW DIMS. 910114 (W) MULL SPAN 1 x 3 STD. 1 X 4 STD. 2X4 STD. 1 -1/2 x 4 -1/2 CUSTOM 2 X 8 STD. 2 X 6 HEAVY WINDOW DIMS. MULL SPAN 4-1/2 CUSTOM HEAVY 19 -1/8' 28 -1/2" 30' 37" 42" 48" 54' 60' 66' 72" 38 -3/8' 150. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 180.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 137.8 124.0 112.7 150.0 150.0 150.0 150.0 150.0 150.0 150,0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 103.3 150.0 150.0 150.0 150.0 150.0 19 -1/8' 26 -1/2' 30' 37' 42' 48° 54' 60" 86' 72° 74 -1/4" 74.5 150.0 150.0 150.0 150.0 150.0 53,8 115.4 150.0 150.0 150.0 150.0 47.5 101.9 148.9 150.0 150.0 150.0 38.5 82.8 120.7 150.0 150.0 150.0 33.9 72.8 106.4 150.0 180.0 150.0 29.7 63.7 93.1 150.0 150.0 150.0 26.4 58.6 82.7 150.0 150.0 150.0 23.8 51.0 74.4 150.0 144.1 150.0 21.6 46.3 67.7 138.7 131.0 150.0 42.5 62.0 1252 120.1 150.0 19-1/8' 48" 80' 66' 72" 55.3 123.8 150.0 150.0 27.3 89.3 111.0 150.0 78.9 98.1 150.0 64.0 148.1 25.2 56.4 70.1 128.7 22.0 49.3 43.8 54.5 100.1 39.5 49.0 90.1 35.9 44.6 81.9 32.9 40.9 75.1 19 -1/8' 26 -1/2" 30' 37' 42" 48' 54' 80" 66° 72` 50 -5/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 142.5 150.0 150.0 150.0 150.0 150.0 118.5 150.0 150.0 150.0 150.0 150.0 101.8 150.0 150.0 150.0 150.0 150.0 89.1 143.1 150.0 150.0 150.0 150.0 79.2 127.2 150.0 150.0 150.0 150.0 71.2 114.5 150.0 150.0 150.0 150.0 64.8 104.1 150.0 150.0 •950.0 • 150.0 59.4 95.4 139.3 150.0 150.0 150.0 19 -1/8" 26 -1/2' 30' 37" 42" 48' 54° 80" 66° 72° 84" 51.5 110.4 150.0 150.0 150.0 150.0 37.2 79.7 118.4 150.0 150.0 150.0 32.8 70.4 102.8 150.0 150.0 150.0 26.6 57.1 83.4 150.0 150.0 150.0 23.4 50.3 73.5 150.0 150.0 150.0 20.5 44.0 64.3 143.8 140.8 150.0 39,1 57.1 127.8 125.1 150.0 35.2 51.4 115.0 112.8 150.0 32.0 46.7 104.8 1024' 150:0 29.3 42.8 95.9 93.8 150.0 48' 72' 132' 28.5 41.6 93.0 150.0 20.5 30.0 67.1 83.4 150.0 26.5 59.3 73.7 135.4 21.5 48.1 59.8 109.8 42.4 52.6 96.7 37.1 84.8 40.9 75.2 29.6 67.7 61.5 24.7 30.7 56.4 19 -1/8" 26 -1/2" 30" 37' 42" 48" 54' 60' 88" 72" 80° 141.3 150.0 150.0 150.0 150.0 150.0 102.0 150.0 150.0 150.0 150,0 150.0 90.1 150.0 150.0 150.0 150.0 150.0 73.0 1322 150.0 150.0 150.0 150.0 64.3 118.5 150.0 150.0 150.0 150.0 58.3 101.9 148.8 150.0 150.0 150.0 50.0 90.8 132.3 150.0 150.0 150.0 45.0 81.5 119.0 150.0 150.0 150.0 40.9 74.1 108.2 150.0 150.0 150.0 379 67.9 892 150.0 150.0 150.0 19 -1/8" 26 -1/2° 30° 37' 42' 48" 54' we 68" 72" 96° 34.5 74.0 108.1 150.0 150.0 150.0 24.8 53.4 78.0 150.0 150.0 150.0 22.0 472 88.9 150.0 150.0 150.0 38.2 55.9 125.0 139.8 150.0 33.7 492 110.1 123.2 150.0 29.5 43.1 96.3 107.8 150.0 262 38.3 85.8 95.8 150.0 23.6 34.4 77.1 882 150.0 21.4 31.3 70.1 78.4 144.0 28.7 842 71.8 132.0 19-1/8' eV 144" 32.0 71.6 89.0 150.0 23.1 51.7 20.4 45.7 56.8 104.3 37.0 84.5 32.6 40.5 74.5 35.5 25.4 31.5 57.9 28.4 20.8 25.8 47.4 23.7 43.4 19 -1/8' 28 -1/2" 30" 3Y 42' 48" 54' 60' 66" 72" 122.1 150.0 150.0 150.0 150.0 150.0 88.1 150.0 150.0 150.0 150.0 150.0 77.8 147.9 150.0 150.0 150.0 150.0 63.1 119.9 150.0 150.0 150.0 150.0 48.6 105.8 150.0 150.0 150.0 150.0 92.4 135.0 150.0 150.0 150.0 43.2 82.2 120.0 150.0 150.0 150.0 38.9 73.9 108.0 150.0 150.0 150.0 35.4 872 98.2 150.0 150.0 150.0 32.4 81.8 90.0 150.0 150.0 150.0 19 -1/8' 26 -1/2' 30' 37' 42" 48" 54" 60' 68' 72° 108' 24.2 51.9 759 150.0 150.0 150.0 37.5 54.8 122.6 150.0 150.0 33.1 48.4 108.3 134.5 150.0 28.9 39.2 87.8 109.1 150.0 23.7 34.6 77.3 96.1 150.0 20.7 30.2 87.7 64.1 150.0 26.9 60.1 74.7 137.3 24.2 54.1 67.3 123.6 22.0 492 812 202 45.1 56.1 103.0 NOTE MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS CVIDTH (W) = ARCHES TO BE INSCRIBED R4202 RECTANGuLAR seen GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT 2 HORIZONTAL MULUON . �-'PRODUCT ��� 3 PRODUCT GLAZING PROC DU g MULLION SPAN ENT': DR. 14.31ATOUN FAR000 STRUCTURES FLAc.z. t565557 SEP 2 5 2008 PRODBadinUCTZVISED Aamptance Ns u; -0 Rg ALUMINUM TUBE MULLW T7,3 7 d 28 drawing no. M04-05 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE MOTH (W) MULL SPAN A4 AA2 AA4 B2 134 MOTH (W) MULL SPAN A2 A4 AA2 AA4 B2 B4 WIDTH (W) MULL SPAN B2 19 -1/8" 26 -1/2' 30' 32" 42" 48" s4° 60' 66° 72° 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 135.1 150.0 150.0 150.0 150.0 150.0 118.2 150.0 150.0 150.0 149.8 150.0 105.1 150.0 150.0 150.0 133.1 150.0 94.6 150.0 145.1 150.0 116.8 150.0 88.0 150.0 131.9 150.0 108.9 150.0 78.8 150.0 120.9 150.0 99.9 150.0 19 -1/8" 26 -1/2° 30" 37' 42° 48' 54" 80° 66" 72" 74 -1/4' 150.0 150.0 150.0 150.0 150.0 150.0 110.7 150.0 150.0 150.0 140.2 150.0 97.7 150.0 150.0 150.0 123.9 150.0 79.3 150.0 121.6 150.0 100.4 150.0 69.8 139.8 107.1 150.0 88.5 150.0 61.1 122.2 93.7 150.0 77.4 150.0 54.3 108.6 83.3 150.0 68.8 137.6 48.9 97.7 75.0 150.0 81.9 123.9 44.4 88.9 68.2 136.3 56.3 112.8 40.7 81.5 82.5 125.0 51.6 1032 26-1/2" 30" 94.9 150.0 120.2 150.0 68.5 105.1 150.0 150.0 60.5 92.8 150.0 78.6 150.0 49.0 98.1 75.2 150.0 82.1 124.3 43.2 86.4 66.3 54.7 58.0 47.9 95.8 33.6 67.2 51.8 103.1 42.6 85.2 30.2 92.8 38.3 27.5 55.0 42.2 84.4 34.8 69.7 25.2 50.4 31.9 63.9 19 -1/8' 26-1/2" 30" 37° 42" 48° 54' 60" 88' 72" 50 -5/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 14.3.4 150.0 150.0 150.0 150.0 1513.13 116.2 150.0 150.0 150.0 147.3 150.0 102.4 150.0 150.0 150.0 1299 150.0 89.6 150.0 137.5 150.0 113.5 150.0 79.8 150.0 1222 150.0 100.9 150.0 71.7 143.4 110.0 150.0 90.8 150.0 65.2 130.3 100.0 150.0 82.6 150.0 11.5 .: 91.7 150.0 75.7 150.0 19 -1/8' 26 -1/2' 30° 37' 42° 48' 54° 60' 66' 72° 84' 135.5 150.0 150.0 150.0 150.0 150.0 97.8 150.0 150.0 150.0 123.8 150.0 88.4 150.0 132.6 150.0 109.5 150.0 70.1 140.1 107.5 150.0 88.8 150.0 61.7 123.4 94.7 150.0 78.2 150.0 54.0 108.0 82.8 150.0 68.4 136.9 48.0 98.0 73.7 147.3 60.8 121.7 43.2 88.4 88.3 132.8 54.7 109.5 39.3 78.5 603 120.5 49.8 99.5 ..38.0 72.0- 55.2 110.5 459 91.2 19-1/8' 66" 132" 150.0 132.3 150.0 109.3 150.0 124.5 95.5 150.0 150.0 55.0 69.7 139.3 44.6 68.4 78.5 120.5 49.8 99.5 34.4 52.7 105.5 43.5 87.1 93.7 38.7 77.4 27.5 55.0 84.4 34.8 69.7 50.0 78.7 31.7 63.3 45.8 35.2 70.3 19 -1/8° 26 -1/2° 30° 32" 42" 46" 54° 60° 86° 72" 90" 150.0 150.0 150.0 150.0 150.0 150.0- 188.9 150.0 150.0 150.0 150.0 150.0 121.0 150.0 150.0 150.0 150.0 150.0 98.1 150.0 150.0 150.0 124.3 150.0 88.4 150.0 132.6 150.0 109.5 150.0 75.8 150.0 118.0 150.0 95.8 150.0 67.2 134.4 103.1 150.0 85.2 150.0 60.5 121.0 92.8 150.0 78.6 150.0 55.0 110.0 84.4 150.0 69.7 1363 50.4 100.8 77.3 1509 53.9 127.7 19 -1/8' 28 -1/2° 30" 37" 42" 48" s4° 80" 88' 72" 96" 118.6 150.0 150.0 150.0 150.0 150.0 85.8 150.0 131.3 150.0 108.5 150.0 75.6 150.0 118.0 150.0 95.8 150.0 81.3 122.6 94.1 150.0 77.7 150.0 54.0 108.0 82.9 150.0 88.4 47.3 94.5 72.5 145.0 59.9 119.8 42.0 84.0 84.4 128.9 53.2 106.4 379 75.6 58.0 118.0 47.9 95.8 34.4 66.7 52.7 105.5 43.5 87.1 31.5 63.0 48.3 98.7 39.9 79.8 30" air se 72" 144" 79.1 150.0 121.3 150.0 100.2 150.0 57.1 144.6 50.4 100.8 77.3 150.0 63.9 127.7 40.9 81.7 103.6 72.0 55.2 110.5 91.2 31.5 83.0 48.3 98.7 79.8 28.0 43.0 71.0 25.2 50.4 38.7 31.9 45.8 35.2 70.3 21.0 42.0 84.4 53.2 19 -1/8" 28 -1/2° 30' 37' 42° 48' 54" 60" 88" 72' 83" 150.0 150.0 150.0 150.0 150.0 150.0 130.4 150.0 150.0 150.0 150.0 150.0 115.2 150.0 150.0 150.0 148.0 150.0 93.4 150.0 143.3 150.0 118.4 150.0 82.3 150.0 128.3 150.0 104.3 150.0 72.0 144.0 110.5 150.0 91.2 150.0 64.0 128.0 882 150.0 81.1 150.0 57.6 115.2 88.4 150.0 73.0 148.0 82.4 104.7 80.3 150.0 86.4 132.7 48.0 96.0 73.7 147.3 60.8 121.7 19 -1/8' 28 -1/2° 30' 37' 42" 48" 54' 80' 88' 72" 106" 105.4 150.0 150.0 150.0 133.8 150.0 78.1 150.0 116.7 150.0 98.4 150.0 87.2 134.4 103.1 150.0 85.2 150.0 54.5 109.0 83.6 150.0 69.0 138.1 48.0 98.0 73.7 147.3 609 121.7 42.0 84.0 64.4 128.9 53.2 37.3 74.7 573 114.6 47.3 94.6 33.6 67.2 51.8 103.1 42.6 85.2 30.5 61.1 45.9 93.7 38.7 77.4 28.0 58.0 43.0 85.9 35.5 NOTE; ANY ANCHOR CONDI11ON SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS *NOHOW 11PE 04, 82 OR 84 ANCHORS TYPE 82 OR 84 H0RIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE " ii'4" PGLAZING RODUCE 'k V6800 4. MUWON / 1-1 GLAZING PRODUCT \ term. '- ANCHOR i1 GLAZING PRODUCT GLAZING z PRODUCT PRODUCT 3 ANCHORS TYPE 82 OR 84 H0RIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE " ii'4" PGLAZING RODUCE 'k 5 / 1-1 GLAZING PRODUCT \ term. '- ANCHOR i1 GLAZING PRODUCT g ANCHORS 1YPE A2. M. 82 OR 94 MULUON SPAN STRUCTURES F1A. PE I 16557 PRODUCE REVISED es complying wgh dm Florida Bonding Cods Acoligirove Dula Mgrid PE g Igo Rf m. ot og agwgiia rel .0 ALUMINUM TUBE MULLIONS ZFoim 173 7 .0 sg drawing no. M04-05 1/4' HIL1I NIX CON II 1/4' HUI MIK CON II 1 -3/4' MIN. 1 -1/4" MIN. EMBED INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE 1/4" HILTI KIM CON II 1/4" H1L11 K4IK CON I 1 -3/4' 1-1/4" MIN. EMBED INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONIC( MIN. 4 PER CUP (2 ON EACH WING) 2 PER ANGLE ^'�\ ,4- or AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 331.74 TEL (308) 2845100 FAX. (308) 2826976 EDGE DIST. EDGE DIST. 3' .. .' '• 1 Ii l $ • .. ' r MIN l i �� . . r!lTPi NEI: -NlijI! /;NiT �i !NT I7' i-mi wooD BUCK 1 1 1 11 1 I 1 I a -h 1BY WOOD BUCK 1 1 I I 1 i I I I 1 2 X 2 X 1 8° ALUM ANME FLOATING CUP 14 SMS 2 1 -3/4' O.C. MN. 111 11t II 1 UI U I I I I 2 X 2 X 1/8' ALUM ANGLE FLOATING CUP 14 SMS X12 PER ANGLE 1 -3/4' O.C. MN. 11 II II II U II I I I 1 FOR 3' TUBE 2 -3/4' 0.0. MN. FOR ALL OTHER TUBES MK E CON II 1/4' HILTI PENETRATION < 1 -3/8 " MIN. W000 EACH WING) KWIK CON I PENETRATION ,. 2 PER ANGLE .. 1' MIN. 1/4" HELD KM CON II 1/4° HUT KWIK CON tl 1-3/8" MIN. WOOD PENETRATION 1 -3/8' MIN. WOOD PENETRATION 2 PER CUP (1 ON EAC 11 wN0t) ... .. 1 PEER ANGLE /AA .� 1/4' HB.TI .' - 1 -3/8' MN. WOOD 1 MIN. 1' MIN. 4 PER CLIP (2 ON ALUMINUM TUBE MULLIONS )(1 R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TN AVE. MIAMI, FL. 33122 TEL (305) 592 -1515 FAX. (305) 592 -2184 EDGE DIST. EDGE U!!UNII hill,„„■tor■ 'h �� rii .- -, _,--. 1 .. iv N - 213Y WOOD BUR W00D STRUCTURE I I 1 I 1 I 2BY WOOD BUCK WOOD STRUCTURE I I I ; I 1 1 i I FLOATING CLIP /14 SMS 2 PER MIME 1-3/4" O.C. MIN. I II 1 I I 1 I 1 I 1 I 2 X 2 X 1/8' ALUM ANGLE FLOATING CUP 2 POI OI AN 1 -3/4' O.C. MN. —L-41 it 11 11 H LI Li 1 I 2 x 2 x 1/g ALUM ANGLE c n r a REV. PER RCM COMMENTS UPDATED FOR 2004 FBC UPDATED FES 2007 FBC FOR 3' TUBE 1 -3/4' MIN. 2 -3/4' O.C. MN. FOR ALL OTHER 'TUBES ANCHORS TYPE 'A4' EDGE DIST. i 1' 1 MI a. la I a c° R .. V .--.--,--,.--2: i i 1 a l' •A • Engr: DR. NUMPROVN FATmW FiA. PE CAN. Y — SEP 2 6 2008 PRODUCT REVISED Bs complying Florida Building Lurk A.m No • ` -O 2: ! 8> Date ' Maar • !I/, .... _'(O '- •-' . .1 ,.. ..,,.:1� ALTERNATE ANCHOR LOCATION drawing no. M04 -05 MUUJON CUP ALL CUPS TO FR SNUG INTO TUBE bUWONS. TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE A2° (sheet 5 o 7 ) (sheet 6 of 7) 2-1/r MIN. 1/4 HILTI ranx CON 1-3/e N. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) MASONRY OR CONCRETE ON OR CONCRETE 2-1/r MIN. EDGE DIST. 2 1/r MIN. EDGE DIST. ALTERNATE ANCHOR LOCATION MULLION CUP 111 CNI FLOATING CUP 1/e HILT! KWIC CON 1 1-3/e MW. EMBED INTO MASONRY PER ANGLE •14 SMS 2 PER ANGLE 1-3/e O.C. MIN. FOR r 11113E 2-3/4 O.C. MIN. FOR U. OTHER TUBES 3 SCREWS PER ANGLE ummoun • • 3° 'RN. • 1/e HILT! KWIC CON n 1-3/e MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'M2' 2 X 2 X 1/8" ALUM ANGLE 2-1/2° MIN. EDGE DIST. 3° 1/4° HILTI RYAN CON II 1-3/e MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) ALL CUPS TO FIT SNUG INTO TUBE MUUJONS. TAPCONS MAY BE HEX OR FLAT HEAD. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH AUCAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLME LACQUER. 1/4- HILTI KM CON II 1-3/e MIN. EMBED INTO MASONRY 2 PER ANGLE MASONRY OR CONCRETE FLOATING CLIP H� 1{14 SMS 2 PER ANGLE 1-3/e O.C. MIN. FOR r TUBE 2-3/e O.C. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE ANCHORS TYPE 'M4' Engn DR. HOWAYOUN PARCOO STRUCTURES FlAc. ta.S57 SEP 25 2008 I 11 11 UU I I 2 X 2 x yr ALUM ANGLE PRODUCT REVISED so complying with.the Pladda Rofidiog Code Ascoplonse No Buses= Date • • ,1,1Sialf • 0 0 2 MINUM TUBE MU .o / < LI r--; :7:! drawing no. M04-05 (SMETAL TEEL OR STRUCTURES STEEL ALUMINUM : 6063 i IL 11/8° MIN. THICK) -75 MN. Q {14 SMS Z PER CUP (1 ON EACH l �1 OR 1/4' TENS WING} 11 1144 SUS ANGLE -II 1/4' TENS METAL STRUCTURES (STEEL OR ALUMINUM Y: I. II ALUM. 1/8' MIN. 6083 -T5 MM. II THICK) II 114 545 4 PER CLIP (2 ON EACH OR 1/4° TEKS WINO) 1 114 SMS OR 1 PER ANGLE IV 1/4° TENS . .. 9 crvu„mccna W rmJL, :, utVtWPMENVT 1236 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (308) 284 -8100 FAX. (308) 282$978 __ t- a- 1 1 1 I :.. 1 1 i 1 FLOATING CUP 114 515 2 PER ANGLE 1 U u 2N.UM2ANGLEB° FLOATING CLIP SMS 2 PER LE ANG 1 -3/4" 0.C. MIN. I I' U U 1 ALU 2 MAN B° ANGLE I I 1 -3/4" 0.C. MIN. FOR 3" TUBE ANCHORS TYPE 'B2' 2 -3/4" 0.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE ANCHORS TYPE 'B4' 11 ALUMINUM TUBE MULLIONS )II R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. MIAMI, FL. 33122 TEL. (305) 592 -1515 FAX. 305) 592 -2184 .. - { 14 S.M.S. 2/ CHANNEL TUBE MUWON _ .. WWI 110 F 2 5 1/8" THICK ALUM CHANNEL LEN01H TO FIT INTO MUWON TUBES SHOWN BE T NOTCHED AS ALLOW SNUG �i FVI 1 j INE TUBE MULLION OF CAULK INSTALLATION CUP ANGLE JOINT AFTER ASSEMBLY ACCESS HOLE 2 1 -1 /2' 114 PER O.C. SMS CLIP MIN. I I � = _0 THIS SCREW WSTALUED CAN IN EITHER 1 I.. 110 2 1° FH 545 PER CLP 0.0. MIN. 1 I` I 0< J= m v � 7 g ; " y ,. -„_.; DIRECTION fl . � 1 1 -3/4' X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2' X 1 /B' FOR (18Y TUBE) 0117 TO FIT SNUG INSIDE ANGLE TUBE ANCHOR DETAIL #1 r 166000 SH7ICTURES F1 L PE { 16657 - CAN. 3538 .. • 2 5 Z008 PRODUCT REVISED ® Bailding Y�idwlffidePbdd6 No• "nt) ;a4 1 - "' •I',1111:1111"- '14 B9// at _ , . le / Ptadoa •:..,:.� drawing no. M04 -05 METAL TO METAL CONNECTION '84' USE CHARTS FOR ANCHOR TYPE TO VEPoFY CAPACITY OF CONNECTION.•��.:... SEE SHEET 4 OF 7 FOR ANCHOR CHARTS Sheet 7 of 7 a�/7 bootit y/ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Co., Inc. 6865 NW 36th Avenue Miami, FL 33147 MI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov 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 desc • - ' . ' a as been designed to co a High Velocity Hurricane Zone of the Florida B ° g Code. (DESCRIPTION: 0.050". Aluminum Storm Panels Shutte APPROVAL DO ►' I : Drawing No. 08 -133, titled " 0.05�� m ; ", sheets 1 through 5 08 2008, last sealed by V. J. Knezevich, P.E., bearing the•Miami -Dade Conn Pr q it i s ; , 200w signed and of 5, prepared by Knezevic y � bearing ty Q �� ` v ision�mp with the Notice of Acceptance number and the expiration date by the Miami -Dade Co e l : r trol Division. MISSILE IMPACT RATING: Large and Small Missile Impac LABELING: Each panel shall bear a permanent label with the manufac" rer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code. negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in, the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 07- 0322.03 and consists of this page 1, evidence submitted pages E-1, E -2, E -3 & E -4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMI -DADE COUNTY APPROVED NOA No. 08- 0717.03 Expiration Date: 08/19/2013 0c0/2,008 proval Date: 09/11/2008 Page I Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. OTHER See NOA 99- 0621.06 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0624.05 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement letter of no change, issued by Hurst Awning Co., Inc., signed by Frank Cornelius, dated 6/21/02. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 0731.15 A. DRAWINGS 1. Drawing No. 02 -373, titled " 0.050 ".Aluminum Storm Panel'; sheets 1 through 5 of 5, prepared by KnezevichA Associates, Inc., dated July 19, 2002, last revision #1 dated August 26, 2002, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 20 ga. Steel storm panels, prepared by Construction Testing Corporation, Report No. CTC -98 -044, dated September 08, 1998, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS 1. Comparative Analysis, Anchor Calculations and details for 0.050 " Aluminum Storm Panels, dated July 22, 2002, pages 1 through 16, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, F.E. D. MATERIAL CERTIFICATIONS 1. None. E -2 i1,b/CA * el my A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 0717.03 Expiration Date: 08/19!2013 Approval Date: 09/11/2008 Hurst Awning' Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test report on Large Missile Impact Test, .Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 0.050 " Aluminum Storm Panels, prepared by Construction Testing Corporation, Report No. CTC -08 -008, dated June 11, 2008, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. Comparative Analysis, Anchor Calculations and details for 0.050 " Aluminum Storm Panels, dated July 09, 2008, pages 1 through 36, prepared by Knezevich Associates, Consulting Engineers, signed and sealed by V.J. Knezevich, P.E. D. QUALITY ASSURANCE . 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTI.HICATION: 1. None. E -4 !a*,- J £Telmy A. Makar; P.E., M.S. Product Control Examiner NOA No. 08- 0717.03 Expiration Date: 08/19/2013 Approval Date: 09/11/2008 HR.6X 34'/gY•3 "IR ox 73 %.3p %y L 6ri RCS S 4x713�y Ai° XX by Q 3 IC° /Or A k) odaol _I G 6 X � ?DNS � V 3).K k6 ED— /6 I/R XUX /l0 3/y,(4a% 734.1• °Y 34 %yx 3d /y SN P ,CIS C eft Air R So// oX /1/ D A - Q `! / 1/ O d• 52o (.Z45$ I, 54/ oC)GGC>oU o)G0 ,A-O 7 tdc 51.1 4 tk4\ it D/. ded.. a 0-11 k ,fie$44. 4 • SN gas N6A 690tCf1y Al0,4 09 oco.Y y + 5f'3 *" 3 v P� R 34 Y;YOX1- x f R6ss '1/8 73 VA, NR �x 7ryX5-a7.1 03 f FLORIDA BUILDING CO 2007 - ASCSEI 7 -05 - WIND LOAD TABLES - 140 Building with mean roof height less than or equal than 60 Feet IND PRESSURES PSF 6 MPH VELOCt WIND PRESSURES IN PSF 140 MPH VELOCITY Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative Positi ve z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 .45.4 49.2 60.8 • 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31-40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 62.0 76.6 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES • 146; 150 mph - Exposure C - Enclosed Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees o Slope irs''sarier an 10 degree Negative Positive Negative Positi ve Negative z4 z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 42.5 46.1 56.7 65.7 _ 50.4 47.7 - 5.2 48.9 60.2 49-74-; 53.5 21 -30 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 31 -40 52.3 56.6 ' 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 61.7 75.9 62.2 67:5 83.3 657 MIAMI -DADE COUNTY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOIVOMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORSAPPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THATA SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONEY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-05 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category 11 Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSURE C (Section 6.5.6.3 - Open Terrain with scattered obstructions with heights less than 30') ash 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - Internal pressure GCp1 =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than tt larger of 4% of the least horizontal dimension or 3 ft. Y WIND PRESSURES IN PSF 150 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative • z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31 -40 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 657 71.2 87.9 MONROE COUNTY Roof Stope Ch) MEAN ROOF HEIGHT' CO) vIts pC r8 ; a <= BWx0.1 ora < =hx0.4 BW less or equal than BL a must not be Tess than a = 3 feet or a= 0.04 x BW EN6CO,rc. Engineering Services - CA 8116 5595 Orange Drive 201 DAVIE - FLORIDA 33314 Tel: (954) 585-0304 Fax: (954) 585 -0305 E -mail: Engco@AOL.com 3/16" ANN. GLASS .090" INTERLAYER SAFLEX IIIG BY SOLUTIA 3/16" ANN. GLASS 2 SILICONE GE RGS7700 DOW CORNING 995 n 7/16" OVERALL GLASS TYPE 'A' 3/16" HEAT STREN'D GLASS .120" INTERLAYER UVEKOL -u0- RESIN - BY 'SURFACE SPECIALTIES INC.' 3/16° HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY DUPONT 3/16" HEAT STREN'D GLASS SILICONE GE RGS7700 DOW CORNING 995 3/16" HEAT STREN'D GLASS SILICONE . GE RGS7700 DOW CORNING 995 1/2° OVERALL GLASS TYPE 'C' z z 7/16° _OVERALL GLASS TYPE 'B' 3/16" ANN. GLASS .,120" INTERLAYER UVEKOL-LIQ RESIN BY 'SURFACE SPECIALTIES INC.' - 3/16" ANN. GLASS SIUCONE GE RGS7700 DOW CORNING 995 1/2" OVERALL GLASS TYPE 'D' GLAZING OPTIONS SERIES 805 ALUMINUM HORIZONTAL ROLLING WDW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8' TEMP. GLASS 1/4" AIR SPACE 1/8" ANN. ;GLASS .090" INTERLAYER SAFLEX IIIG PVB BY ' SOLUTIA' 1/8" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 M 11/16' OVERALL INSUL. GLASS TY E 'E' FALSE MUNTINS (SURFACE APPLIED) MAY BE USED LJ zZ 74" MAX. WINDOW WIDTH 9 3/8" MAX. ° HEAD SILL I GLASS TYPE 'A' GLASS TYPE 'T GLASS TYPE 'C' (. III GLASS TYPE 'E' -•I 1NT.( -) _ , 1L__ I, II it 1NT.( -) Ii I II I II II � // I I o=== In t I II 11 ____n- 'U- I II II II t D.L. OPG. - __- It-- _�-- - (�J /� _�p_ --1L-- i-- - - _Tr 11 I' -_ -- == II iI __ �I 90.0 : Tr' I 32 7/8" 6" MAX. HEAD /SILL CORNERS D.L. OPG. 37 1/2" VENT WIDTH 33 1/2" D.L. OPG. TYPICAL ELEVATION In MAXIMUM DESIGN FOR SIZES AU UlS LA JILL` J LOAD RATING SHOWN ABOVE OR - PSF SMALLER GLASS TYPE 'A' GLASS TYPE 'T GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' EXT.(+) 1NT.( -) EXT.(+) INT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 80.0 90.0 90.0 130.0 90.0 90.0 55.0 55.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH ,SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO *80.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 3538 FEB 19 2010 PRODUCT REVISED as complying with the Fiouda . Budding Code Acceptance No ~ " 1Q.02 •• 120 Miami Dade Product Centro Division -J N 0 2 oo J 2 (954). 781 -3595 c 0 a m +v v 2 to 0 U .0 O N SI 0 0 m L d S m a drowing no. W08 -81 (sheet 1 of 7 3 sheet 2 of 7 ) FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 111" MAX. WINDOW WIDTH 10 1/4" MAX. HEAD \SILL AT FIX. LITE 9 3/8" MAX. HEAD \SILL AT VENT 6" MAX. A GLASS TYPE 'A' ;____; I 1 1 1 I I l i I GLASS TYPE 'C' GLASS TYPE 'E' I1 III „.. EXT.( +) 114'14—) EXT.( +) I, ,,,.__,IF.____, 11 EXT.( +) a ° J o =_ t 1 1 I I 11 1 o = =r ter L ;; o -= =p___ '/ gy L - .LL -- = -= r`- ti I ;; - --- IL - -_.1 _ -- T---1-_ II I I II 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 180.0 PSF. HEAD /SILL CORNERS xm 02 -) 32 7/8” D.L. OPG. 37 5/8" VENT WIDTH 33 1/2" D.L. OPG. 32 7/8" D.L. OPG. 37 5/8" VENT WIDTH b XUX SIZES MAXIMUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' EXT.( +) 1 NT.( —) EXT.( +) 114'14—) EXT.( +) 1 NT.( —) EXT.( +) 1 NT.( —) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 180.0 PSF. ADDL. ANCHOR REAO. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATIONS 0 111" MAX. WINDOW WIDTH 14 7/8" MAX. HEAD SILL III II 1 II 11 1 1 1 6 31 Ir d al 1 1 1 I 1 1 1 i =qr_ II 4/1 I I I I 1 {I I 6" MAX. HEAD /SILL CORNERS 2 u mg 24 5/8" D.L. OPG. 29 1/4" VENT WIDTH 50" MAX. 24 5/8° O.L. OPG. AUA 014ZZ MAXIMUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' EXT.(+) 1 NT.( —) EXT.( +) 1 NT.( —) 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 180.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 Ertgrn JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 2010 O.L. OPG. 29 1/4" VENT WIDTH mw ■ 0 PRODUCT REVISED as complying with the Florida Ruff :ling Code Acceptance No 0 $401 pose m Z 1 O FR. N it o a °1 ix 0 a if, O n.. < 8 zw O m ¢ _I �. M.W COMP- ANL \W08 -81TMW 0) L0 O JJ M J > L Q = 3N�++ 0 — co z as FAX. (954) 781 -3595 c 0 0 N REV. PER BCCO COMMENTS 0 a c A 109.09.09 B 102.10.10 c drawing no. W08 -81 18Y WOOD BUCK a a 4 4 44 TYPICAL ANCHORS SEE ELEV. FOR SPACING o 4 4 4 4 6 g2 a z 0 L71 z O 11 11 1 II 11 II 11 11 11 I 11 II 1 I 11 II II 11 11 II II II it a 0 .J VENT HEIGHT #10 X 3/8" PH SMS 2 PER CUP 4° LONG WIND LOAD CUP TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING .105" MIN. SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W i = 1-1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE AT 4 -7/8" FROM EACH END AND AT MIDSPAN W2 = 1 -1/4" X 1/4" WEEPHOLES AT 4 -7/8" FROM EACH END AND AT MIDSPAN W3 = 2" LONG WEEP NOTCH AT EACH END W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END 12" LONG SILL CLIP ADAPTER 4 4 e TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS 3 PER CLIP x �1 MIAMI —DADE COUNTY APPROVED II MULLION & MULLION ANCHORS I SEE SEPARATE NOA I 1 1/8" MIN. II II JI - -J TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY TELCO' (Fu =177 KSI, Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8" MIN. EMBED INTO CONC. OR MASONRY 1/4" TEKS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 0.105" MIN. (Fy = 36 KSI MIN.) . ".LUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 954-- FFB 1 8 2010 PRODUCT Ftcida Duedieg Cods as GO mPlyt g with —.. ©. ►ate — Atk Division Z • E o. CZ o- CZ o � d o G M • W t9 o a< o 46-E • O ' Is J 0 co 4 W 2 FAX. (305) 262 -6978 COMP- ANL \W08- 81TMW) SERIES 805 ALUM HORIZONTAL ROLLING co 0 1r) JJ r) X17 L& Q= yN = QU 9 N w 0 r m Z_�z° t— to 0 M N v J F ) m 0 in a � 0 0 N L O 0 0, 0 0 0 o m p1 drawing no. W08 -81 sheet 3 of 7 1/4" SHIM MAX. I — VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT OX OPPOSITE 1/4" MAX. 1/4" SHIM MAX. VENT WIDTH VENT WIDTH SHIMS WOO WOOD BUCK OR STRUCTUR' 1BY WOOD BUCKS G v - -- SCREENS OPT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL. ANCHORS SEE ELEV. FOR SPACING D.L.O. EXTERIOR WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA VENTS WITH SPRING LOADED LATCHES PRODUCT REVISED as complying with the Florida 1114ding Code AcceozauueeNo 0 alp* Date OZ EXTERIOR 19 2410 WINDOW WIDTH WINDOW WIDTH By Mani • Product Contivi Division drawing no. W08 -81 sheet 4 of 7 1/4" SHIM VENT WIDTH METAL STRUCTURE SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WBOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 16 EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE D.L.O. 1 /4" SHIM MAX. VENT WIDTH VENT WIDTH SHIMS FY WOOD BUCK OR WOO' STRUCTUR:� 1BY WOOD BUCKS -- -- SCREENS OPT. - -- TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L.O. EXTERIOR WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPR,D MULLION SEE SEPARATE NOA Ir— -- It II • II VENTS WITH SWEEP LATCHES I _ --- - -- SCREENS OPT. EXTERIOR WINDOW WIDTH WINDOW WIDTH ?a : L)UCf Pu ViSED 4.s complying widt the Florida hlidiog Code Acceptance 110 C ` — 1 0, ;f, 1b 0I WS= lade Product Coutsoi' XVIISiOU drawing no. W08-81 1.875 2.437 L-1--- k --1.50 ---I 1.030 L FRAME HEAD 3.069 .062 O 1.425 .688 -1.375 .062 1 .000 k- Q TOP & BOTTOM RAIL 1.250 1.000 .750 .125 L- to WIND LOAD CLIP 1.480 .077 .31� 3 +� 3 I.--- 1.420- 4 SILL TRACK JAMB STILE 1.000 r_ .125 -J 15 MTG. STILE REINF. .062 1.255 �J -d .929 I-- SILL CLIP ADAPTER TYP. 1.071 1.406 1.641 3.270 2.708 FRAME SILL TOP .500 .107 J V .125 1.000 FIX. STILE REINF. MEETING STILE 12) VENT LATCH ITEM PART N QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 TM -130 1 FRAME HEAD 6063 -16 - 2 TM -1338 1 FRAME SILL BASE 6063 -T6 - 3 TM -134 1 FRAME SILL TOP 6063 -T6 - 4 TM -132 AS READ. FRAME JAMB - VENT 6063 -16 - 5 TM -131A AS REOD. FRAME JAMB - FIXED 6063 -16 - 6 TM -138 2/ VENT TOP AND BOTTOM RAIL 6063 -16 - 7 TM -139 1/ VENT JAMB STILE 6063 -T6 - 8 TM -140 1/ VENT MEETING STILE 6063 -16 - 9 TM -137 1/ VENT FIXED STILE (SPRING LOADED LATCH) 6063 -T6 - 9A TM -137A 1/ VENT FIXED STILE (SWEEP LATCH) 6063 -16 - 10 TM- 136 1 SILL TRACK INSERT 6063 -16 - 11 TM -135 1 SILL CUP ADAPTER, 12" LONG 6063 -T6 AT MTG. STILE LOCATION 12 TM -118 1/ VENT SPRING LOADED VENT LATCH, 3 -1/8" LONG 6063 -T6 AT MID SPAN 12A - 1/ VENT METALUC SWEEP LATCH - AT MID SPAN 12B #8 X 3/4" 2 /LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 13 TM -141A AS READ. GLAZING BEAD (LAMINATED GLASS) 6063 -T6 - 13A TM -181 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063 -T6 - 14 TM -154 AS READ. WIND LOAD CUP, 4° LONG 6063-16 - 15 - 1/ STILE MEETING STILE REINFORCING 6063 -16 - 16 - 2/ STILE FIXED STILE REINFORCING 6063 -T6 - 17 W31225 AS READ. FIN SEAL W'STRIPPING (.270" X .220" HIGH) WOOL - 18 W43371 AS READ. FIN SEAL W'STRIPPING (.187" X .370" HIGH) WOOL - 19 W43201 AS READ. FIN SEAL W'STRIPPING (.187" X .200" HIGH) WOOL - 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8" X 1/2" X 1 -7/16" LONG 21 - 2/ VENT VENT ROLLER HOUSING & GUIDE PLASTIC AT EACH END 22 - - VENT ROLLER /WHEEL BRASS - 23 #12 X 1" 2/ CORNER FRAME ASSEMBLY SCREWS - P.H. PHILUPS SMS 24 #10 X 1" 2/ CORNER VENT ASSEMBLY SCREWS - P.H. PHILLIPS SMS 25 - 1/ LATCH VENT LATCH SPRING ST. STEEL - 26 W31175 AS READ. FIN SEAL W'STRIPPING (.187" X .175" HIGH) WOOL - 27 TM -151 1 SILL RISER 6063 -T6 - 1.437 2.312 FIXED STILE (SPRING LATCH) 1.375 FIXED STILE (SWEEP LATCH) .435 .602 .040 .562 .923 L 13 GLAZING BEAD (LAM. GLASS) .183 .540 Ii 1.040 .500 L.923J 0 GLAZING BEAD (INSUL. LAM. GLASS) 1.858 3.069 FRAME SILL BASE 3.042 1.764 .062 .062 TYP. -°I .875 0 FRAME JAMB - VENT 3.283 3.168 -1 .937 r- .062 TYP. RIP LEG AS REOD. 3.042 .875 I-- 0 FRAME JAMB - FIXED SILL RISER Engr: JAVAD AHMAD CML FLA. PE # 70592 CAN. 3538 ;-EB 19 2010 PRODUCT REVISED as complying with the Florida Building Code r� Acc9nunce No • ©.02. ate - ilk, 014 Division .1 Z OZ H 4 E re d O M o V d v C o aao O ta E CI 4 W u' um vt . 000 - 4W I 8 0 o co J iri C 0 c 0 Q N 0 NO CHANGE THIS SHEET .0 0 0 0 m rn 8 ii 11 ooi 0 to r-� 0 l - J ) drawing no. W08-81 sheet 6 of 7 (2) #12 x 1 1/4" PH. SMS. ASSEMBLY SCREWS 6K/'-- (2) #10 x 1" PH. SMS. ASSEMBLY SCREWS (2) #10 x 1° PH. SMS. ASSEMBLY SCREWS 3r I 0 r 4 I 0 0 8 O FRAME TOP CORNER (4) #12 x 1 1/4" PH. SMS. ASSEMBLY SCREWS FRAME BOTTOM CORNER VENT TOP CORNER (2) #10 x 1" PH. SMS. ASSEMBLY SCREWS VENT BOTTOM CORNER FIXED MTG. RAIL TOP CORNER (2) #10 x 1" PH. SMS. ASSEMBLY SCREWS FIXED MTG. RAIL BOTTOM CORNER Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 PRODUCT REVISED as complying with the P1oaida Budding Code f Acceptance No0 Lt O.0� :7; , 014 AliglirfaugliPr Division CO FAX. (954) 781 -3595 M ro�t 1 F J C O Q U fn 2 O (Y. NO CHANGE THIS SHEET _rn 8 0 drawing no. W08 -81 (sheet 7 of 7 (sheet 1 of 5 ) SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI --DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE I5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4, 2411.3.3 AND 2326.2. 6" MAX. FROM ENDS FALSE MUNTINS SURFACE APPLIED OPTIONAL m- 10-1/2" MAX. HEAD /SILL it 1+ it it 11 tl tt -it 1 1 II t1 � 1 I 11 �I 1 11 11 1 11 4I iceI II II 4- I O D.L. OPG. WINDOW WIDTH TYPICAL ELEVATION THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. :Engr: JAYAD 'AHMAD CIVIL , _, FLA. PE..# 70582 0 A;N..3i5S8 m PRODUCT REVISED es complying with the Florida Building A'cNo a Dat 6 0 rt+t}: / e4 Dade Product Control •u t 3 ct C T.4; A ti 0 u W a n x n 0 IS 0 II 0 .nT drawing no. W03-52 sheet 2 of 5 ) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE '13' WIDTH LENGTH EXT. < +) INT. < -1 EXT. (4) INT. < -) 35" 42" 48" 54" 60" 66" 72" 48" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.1 72.1 80.0 80.0 72.1 72.1 80.0 80.0 65.1 65.1 80.0 80.0 58.0 58.0 80.0 80.0 X X X X 80.0 80.0 36" 42" 48" 54" 60" 66" 60" 73.7 73.7 80.0 80.0 68.6 68.6 80.0 80.0 65.1 65.1 80.0 80.0 60.9 60.9 78.5 78.5 X X X X 70.7 70.7 X X X X 70.7 70.7 36" 42" 48" 54" �2" 55.8 55.8 80.0 - 80.0 53.8 53.6 80.0 80,0 X X X X 80.0 80.0 X X X X 78.5 78.5 36" 42" 48" 53" 77„ 52.0 52.0 80.0 80.0 49.3 49.3 80.0 80,0 X X X X 80.0 80.0 X X X X 80.0 .80.0 36" 42" 48" 84" 47.6 47.6 80.0 80.0 X X X X 80.0 80.0 X X X X 80.0 80.0 36" 42" 96" X X X X 80.0 80.0 X X X X 80.0 80.0 36" 102" X X X X 80.0 80.0 38" 108" X X X X 80.0 80.0 3/16" ANN. GLASS 1/2" AIR SPACE 1 /8" ANN. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT° DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH LENGTH EXT. (4-) INT. <X) EXT. < +) INT. <X) 19-1/8" 26 -1/2" 37" 53-1/8" 26" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19 -1/8" 26- 1/2 " 37" 53-1/8" -3/8" 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 26-1/2" 37" 53-1/8" 50-5/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 68.3 68.3 80.0 80.0 19 -1/8" 26-1/2" 37" 53 -1/8" 63" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 68.2 68.2 80.0 80.0 X X X X 80.0 80.0 19-1/8" 26 -1/2" 37" 53 -1/8" 74 -1/4" 80.0 80.0 80.0 80.0 78.6 78.6 80.0 80.0 53.3 53.3 80.0 80.0 X X X X 80.0 80.0 19-1/8" 26-1/2" 37" 53-1/8" 77" , 80.0 80.0 80.0 80.0 76.2 76.2 80.0 80.0 51.2 51.2 80.0 80.0 X X X X 80.0 80.0 5A L NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -04 (3 SEC. GUSTS): NOTE: EXTERIOR PLY OF GLASS TYPE 'A' MUST BE TEMPERED TO QUALIFY FOR SMALL MISSILE IMPACT. 1/8" ANN. GLASS SILICONE GE 7700 co N m to GLASS TYPE 'A' 1" NOMINAL INSUL. LAM. GLASS 3/16 TEMP. GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 3/16" HEAT STREN'D GLASS SILICONE GE 7700 GLASS BITE GLASS TYPE 'H' 15/16" NOMINAL INSUL. LAM. GLASS SILICONE DOW CORNING 995 0 GLAZING OPTIONS z ta DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' WIDTH LENGTH EXT. ( +) INT. < -) 36° 75.0 75.0 42" 75.0 75.0 48" 26" 73.0 75.0 54" 48" 75.0 75.0 60" 75.0 75.0 66" 75.0 75.0 72" 38-3/8" 75.0 75.0 36" 75.0. 75.0 42" 75.0 75.0 48" 75.0 75.0 54" 60" 75.0 75.0 60°' 72.0 72.0 86" 72.0 72.0 72" 72.0 72.0 36" 63" 75.0 75.0 42" 75.0 75.0 48" 72" 75.0 75.0 54" 75.0 75.0 60" 74 -1/4" 72.0 72.0 36" 75.0 75.0 42" 75.0 75.0 48" $4„ 75.0 75.0 54" 75.0 75.0 36" 75.0 75.0 42" 96" 75.0 75.0 48" 75.0 75.0 36" 75.0 75.0 42" 102" 75.0 75.0 36" 75.0 75.0 42" 108„ 75.0 75.0 36" 114" 75.0 75.0 36" 120° 75.0 75.0 I 36" 126" 75.0 75.0 3/16" HEAT STREN'D GLASS .120 INTERLAYER UVEKOL -LID. RESIN 3/16" HEAT STREN'D GLASS SILICONE TREMCO TREMGLAZE 5500 fra NOV GLASS TYPE 'C' n.orf JAVA -;t141-MAD • CML, FLA. PC 11 70592. G.ML' 3538 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' WIDTH LENGTH EXT. ( +) INT. (X) 19 -1/8" 75.0 75.0 26 -1/2" 75.0 75.0 37" 26" 75.0 75.0 53 -1/8" 75.0 75.0 19-1/8" 75.0 75.0 26-1/2" 75.0 75.0 37" 38-3/8" 75.0 75.0 53-1/8" 75.0 75.0 19 -1/8" 75.0 75.0 26 -1/2" 75.0 75.0 37" 50 -5/8" 75.0 75.0 53-1/8" 75.0 75.0 19-1/8" 75.0 75.0 26 -1/2" 75.0 75.0 37" 63" 75.0 75.0 53 -1/8" 75.0 75.0 19 -1/8" 75.0 75.0 26 -1/2" 75.0 75.0 37" 74 -1/4" 75.0 75.0 ,53 -1/8" 75.0 75.0 4 2011 .'R ©DUCT REVISED complying with the Florida 3uilding Code Acceptance No Expiration Date 8 MIamtDade Product Centro z C6 gE d as o o o e cr o dap o 01-0E ce 111. I < t { drowing no. W03-52 DESIGN LOAD CAPACITY -- PSF WINDOW DIMS. GLASS TYPE 'F' GLASS TYPE 'G' GLASS TYPE 'H' GLASS TYPE 'J' WIDTH LENGTH EXT. (F) INT. ( -3 EXT. ( +) INT. (-) EXT. C +) INT. (-) EXT. ( +) INT. ( -) 36" 42" 48" 54" 60" 66" 72" 48" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 76.5 76.5 90.0 90.0 90.0 111.0 90.0 135.0 36" 42" 48" 54" 60" 66" 72" 60" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.1 71.1 80.0 80.0 80.0 98.7 80.0 124.4 64.0 64.0 72.0 72.0 72.0 88.8 72,0 112.0 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 36" 42" 48" 54" 60" 72" 80.0 80.0 90.0 90.0 90.0 , 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 76.5 76.5 90.0 90.0 90.0 111.0 90.0 135.0 71,1 71.1 80.0 80.0 80.0 98.7 80.0 124.4 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 36" 42" 48" 54" 84" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 69.8 69.8 90.0 90.0 90.0 111.0 90.0 137.1 65.4 65.4 90.0 90.0 90.0 111.0 90.0 126.0 64.1 64.1 80.0 80.0 80.0 98.7 80.0 117,9... 36" 42" 48" 96° 75.9 75.9 90.0 90.0 90.0 111.0 90.0 140.0 64.3 84.3 90.0 90.0 90.0 111.0 90.0 131.7 59.8 59.8 90.0 90.0 90,0 111.0 90.0 120.0 36" 42" 102" 73.9 73.9 90.0 90.0 90.0 111.0 90.0 140.0 64.5 64.5 90.0 90.0 90.0 111.0 90.0 137.1 36" 42" 108" 74.1 74.1 90.0 90.0 90.0 111.0 90.0 140.0 61.3 61.3 90.0 90.0 90.0 111.0 90.0 127.7 36" 114° 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 36" 120" 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 36° 126" 72.7 .72.7 90.0 90.0 90.0 111:0 90.0 140.0 O 3/16" ANN. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' SILICONE TREMCO SPECTRUM 2 GE 7700 GLASS TYPE 'F' 3/16" HEAT STREN'D GLASS DESIGN LOAD CAPACITY -- PSF 'WINDOW .DIMS. GLASS TYPE 'F' GLASS TYPE 'G' GLASS TYPE 'H' GLASS TYPE 'J' WIDTH LENGTH EXT. < +) INT. (X) EXT. ( +) INT. (X) EXT. CO INT, <X) EXT. (4) INT. <X) 19-1/8" 26-1/2" 37" 53-1/8* 26" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 19-1/8" 26 -1/2" 37" 53-1/8" 38 -3/8" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 ' 90.0 90.0 90.0 111.0 90.0 140.0 19-1/8" 26 -1/2" 37" 53-1/8" 50 -5/8" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 75.9 75.9 85.3 85.3 85.3 105.2 85.3 132.7 19 -1/8" 26-1/2' 37" 53-1/8" 63" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 72.3 72.3 81.3 81.3 81.3 100.3 81.3 126.5 19-1/8' 26-1/2" 37" 53-1/8" 74-1/4" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80,0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.4 71.4 81.3 81.3 81.3 100.3 81.3 126.5 .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16" HEAT STREN'D GLASS SILICONE TREMCO SPECTRUM 2 GE 7700 NOTE: GLASS .CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). 3/16" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 3/16" HEAT STREN'D GLASS SILICONE TREMCO SPECTRUM 2 GE 7700 z 2 GLASS TYPE 'G' GLASS TYPE 'H' GLAZING OPTIONS m 3/18" TEMP. GLASS NOTE; WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 3/16" TEMP. GLASS SILICONE TREMCO SPECTRUM 2 GE 7700 GLASS TYPE 'J' Elm . V Ax Erg JAVA() AHM CMI, ... . • FLA: P #' 471'552 0 4( 2011 'PROL`UCr REVISED '.s•conviying with the Florida Ru0ding Code Accerance S$1IPnNo Pir By 1+liami Dade Product Control (R14"Q] 0 th o it; M a `� 8 of a aQQ 8 E a• .0 (Cie 3e • 62 it g U t 0 n in 0 t c 0 c o 6 si a o 0 9 0 0 W U. G 0 0 w m 1 drawing no. W03-52 sheet 3 of 5 18Y WOOD BUCK a a 4 a 4 44 4 4 a TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 O • --"""1111111111111111We a o SP-1 a EXTERIOR a A TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING rr__. { 1 MIAMI --DADE COUNTY APPROVED 1 MULLION & MULLION ANCHORS SEE SEPARATE NOA 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING z TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. APCON BY 'ITW' (Fu =120 K51, Fy' 92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy'" 155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU . 1 BY BUCKS INTO CONC. OR MASONRY.. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL gDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -3/8" MIN. INTO WOOD STRUCTURE m 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. SEALANT: FRAME CORNERS SEALED WITH ACRYLIC SEALANT. ,Ertgrt, JAV1TAt4MAD CML R,bet. PE 1:,70692 . O.A.N.' 3S36 i`I:ODUCT REVISED • 1 complying with the Nod*. —Ming Code .c eptance No uo Cxp" 'on ate Miami Dade Product Centro (00 re) r) CI j >u "E 1.�{ • 0 co Z z I- 00. FAX. (954) 781 -5078 N 0 cr by 1 description r 8 8 A 0 ac 1 re a 103.30.09 0 ri 0 x M 0 0 ••••l O_ drawing no. W03 -52 sheet 4 of 5 ) 1.000 .750 0 WINDOW FRAME --I.750r .750 0 GLAZING STOP TUBE 1.076 .835 .045 1.645 GLAZING BEAD (LAM. GLASS) .600 .835 .045 1.645 -- I 0 GLAZING BEAD (INSUL. LAM. GLASS) ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS. 1 GW- 35277 -A 4 'WINDOW FRAME 6063 -16 - 2 1286 AS REQO. GLAZING STOP TUBE 6063 -75 - 6 110 X 1° - FRAME ASSEMBLY SCREWS - P.H. SMS 8 TM-174 AS REOD. GLAZING BEAD (LAM. GLASS) 6063 -T5 - 8 - AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063 -16 -- MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS WOOD BU WOOD STRUCTURE 2 p TYPICAL ANCHORS SEE ELEV. FOR SPACING v • v 1BY MOD BUCKS . EXTERIOR D.L. OPG. WINDOW WIDTH TYP. CORNER DETAIL METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING Entjr: JAVA ► AH CIVIL FL A{ PE' # 70592 G.rYN.i3338e' RODUCT REVISED s c ly�o th. the Florida cceptance No >xpiration Date Miami R ado Frothed metro l O e o D. t, o O t 'd' o a4a a WEE 3e a c• O. 0 U oze c tre mite so d ittE ro' n 1- ) 0 2 a 8 2 g b 8 d O c O W M 0 4 0 0 0 0 x drawing no. W03 -52 2 (sheet 5 of 5 ////4-Pif THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED VENT HEIGHT D.L. OPG. HT. 53 1/8" WINDOW WIDTH 48 1/4" D.L. OPG. W. (FIXED) 21" MAX. A HEAD /SILL 10 /% . 1' I I' C 1 .1. I � i / // 1 // / 1111111 ERIES 605 ALUMINUM SINGLE HUNG WIND DESIGN L CHARTS SHOWN ON SHEETS 2 & 3. OWS TO BE AS PER APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION EQUAL LITES (SEE DESIGN CAPACITY CHART) 5 1/2" MAX. HEAD /SILL CORNERS co FALSE MUNTINS (SURFACE APPUED) MAY BE USED co WINDOW HEIGHT 53 1/8" WINDOW WIDTH 48 1/4" O.L. OPG. W. (FIXED) 21" MAX. HEAD /SILL N= VEN HEIGHT D.L. OPG. HT. PRODUCT REVISED ai cognplying with the Florida Balding Code Acceptance No O'y Oto ZT Iplration Date D1 . )'L j ) / I . 1, Woad Dade Product Control' (LIMIT D.L.O. WIDTH (FIXED) = WINDOW WIDTH — 4.875" D.L.O. WIDTH (VENT) = WINDOW WIDTH — 5.375" D.L.O. HEIGHT = WINDOW HEIGHT /2 — 4.5" 47 3/4" m 5 1/2" MAX. D.L. OPG. (VENT) 50 1/8" VENT WIDTH HEAD /SILL CORNERS TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL LITES DESIGN CAPACITY TO 161.0 PSF MAX.) gr: ARSHAD VIQAR CIVIL FLA. PE # 38863 C.A.N. 3538 LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT AUG 1 2 2009 J FAX. (305) 262 -6978 • M c0 0 J <I a 0 U X. (954) 781 -5078 w 1- c 0 0) 4) 0 0. v N d a w z U ce BCCO COMME cc S & REINF. OPTIC L- 0 0 w W .0 m 0 '0 10 0 0 0 0 N 0 0 c 4 0 0 0 r scale: 1/2"..1' —0" drawing no. W06 -34 sheet 1 of 8 f ` J 2 . to ! DESIGN LOAD CAPACITY - PSF (WITH ALUMINUM REINFORCING) WINDOW DIMS. GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPES 'D' & 'E' GLASS TYPE T GLASS TYPE 'G' GLASS TYPE 'H' GLASS TYPE 'I' GLASS TYPE 'J' AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX. (305) 262 -6978 COMP- ANL \W06 WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 19-1/8" 26 -1/2" 37" 53-1/8" 26" (4) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ® �� 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 26 -1/2" 37" 53-1/8" 38 -3/8" (4) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 61.0 61.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 I ODUC F REVISED Itiolondying with the a. VAIN; Code ptasee No ('J1.- 40, 2V libiphotion Date .Tdl i 6r/ 24/2-- 19-1/8" 26 -1/2" 37" 53-1/8" 50 -5/8° (5) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8° 26-1/2" 37° 53 -1/8° 56-5/8" (6) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 C SERIES 605 ALUMINUM SINGLE HUNG WOW. (L.M.I.) rTM WINDOW AND DOOR • 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL. (954) 781-4430 FAX. (954) 781 -5078 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 26-1/2" 37° 53-1/8" 63" (6) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - _ 70.0 70.0. 61.0 61.0 - 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80,0 80:0 - 80.0 19 -1/8° 26-1/2" 37" 53-1/8" 72" (7) 80.0 80.0 70.0 70.0 61.0 6L0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 i 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 78,2 78.2 80.0 80.0 19-1/8" 26-1/2" 37" 53-1 /$° ° 76-3/4° (7) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - 61.0 61.0 - - 77.6 77.6 80.0 80.0 74.5 74.5 80.0 80.0 L 1 1,14#1 Fridge* Costal NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 24" 30" 36" 42" 48" 54" 48" (5) 80.0 80.0 70.0 70.0 61.0 61.0 ' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 80.0 70.0 70.0 61.0 61.0 , 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 c m ° > description 1 REV. PER BCCO COMMENTS 1 NO CHANGE THIS SHEET P ° W -v 0 UPDATED FOR 2007 FBC 1 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 809 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24" 30" 36" 42" 48" 54" 60" (6) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 • 61.0 ■ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 0'4 ^ o -„ Q - - 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80:0 - - 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24° 30" 36" 42" 48" 54" ��) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 .. c ` m U 1211 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ` - - 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 dote: 04-24-06] - 'u a - 0 �' w .-. a �°...". c - - - - - - - - 61.0 61.0 61.0 61.0 - - - - 80.0 79.1 80.0 79.1 80.0 79.1 80.0 79.1 80.0 76.8 80.0 76.8 80.0 78.4 80.0 78.4 °Engr: A25WA0 MAR CIVIL FLA PE 3 C.A.N. sae s AUG 2 2009 24" 30" 36" 42" 48" 84" (8) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 drawing no. W06-34 W - - - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 77.5 77.5 80.0 80.0 ( ) NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB sheet 2 of 8 ) DESIGN LOAD CAPACITY - PSF (WITH STEEL REINFORCING) WINDOW DIMS. GLASS TYPE 'B' GLASS TYPE 'F' WIDTH HEIGHT EXT.( +) 1 NT.( -) EXT.( +) 1NT.(-) 19-.1/8" 80.0 99.3 80.0 115.0 26 -1/2" 26" 80.0 99.3 80.0 115.0 37" (4) 80.0 99.3 80.0 115.0 53-1/8" 80.0 99.3 80.0 115.0 19-1/8" 80.0 99.3 80.0 115.0 26-1/2" 38 -3/8" 80.0 99.3 80.0 115.0 37" (4) 80.0 99.3 80.0 115.0 53 -1/8" 80.0 99.3 80.0 115.0 19-1/8" 80.0 99.3 80.0 115.0 26 -1/2" 50 -5/8" 80.0 99.3 80.0 115.0 37" (5) 80.0 99.3 80.0 115.0 53-1/8" 80.0 99.3 80.0 115.0 19-1/8" 80.0 99.3 80.0 115.0 26-1/2" 56 -5/8" 80.0 99.3 80.0 115.0 37" (6) 80.0 99.3 80.0 115.0 53-1/8" - - 80.0 115.0 19 -1/8' 80.0 99.3 80.0 115.0 26 -1/2" 63" 80.0 99.3 80.0 115.0 37" (6) 80.0 99.3 80.0 115.0 53-1/8" - _- - 80.0 115.0 19-1/8" 80.0 99.3 80.0 115.0 26 -1/2" 72° 80.0 99.3 80.0 115.0 37" (7) 80.0 99.3 80.0 115.0 19 -1/8' 80.0 99.3 80.0 115.0 26-1/2" 76 -3/4° 80.0 99.3 80.0 115.0 37" (7) 80.0 99.3 80.0 115.0 24" 80.0 99.3 80.0 115.0 30" 80.0 99.3 80.0 115.0 36" 80.0 99.3 80.0 115.0 42" 48„ (5) 80.0 99.3 80.0 115.0 48" 80.0 99.3 80.0 115.0 54" 80.0 99.3 80.0 115.0 24" 80.0 99.3 80.0 115.0 30" 80.0 99.3 80.0 115.0 36" 80.0 99.3 80.0 115.0 42" 80' (6) 80.0 99.3 80.0 115.0 48" 80.0 99.3 80.0 115.0 54" - - 80.0 115.0 24" 80.0 99.3 80.0 115.0 30" 72" 80.0 99.3 80.0 115.0 36" (7) 80.0 99.3 80.0 115.0 42" - - 80.0 115.0 24" 84° 80.0 99.3 80.0 115.0 30" (8) 80.0 99.3 80.0 115.0 ( ) NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB VRODUCT REVISED a applying with the Floridt. Weft Code 2V /bceptanee No >! -61/ " , a,- q�piratioa Date.,..! lac,004 band WIWI 004 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr: ARSHAD VIDAR CIVIL FLA. PE # 38863 C.A.N. 3538 AUG 1 2 2009 COMP - ANL \W06 -34 0 3 z m Z in 2 0 w W in c 0 a w FAX. (954) 781 -5078 C O o. •0 N v c� 8 8 NO CHANGE THIS SHEET GLASS & REINF. OPTIONS UPDATED FOR 2007 FRC 0 0 C 0 O ao a O 0 m 0 D 0 v 0 0 L • • drawing no. W06-34 (sheet 3 of 8 GLASS BITE 0 a La, x W 0 it LJ W 1/8" ANN. GLASS .015" URETHANE ADHESIVE .070" INTERLAYER 'SAF —GLAS' POLYCARBONATE BY 'SECURITY IMPACT GLASS' .015" URETHANE ADHESIVE 1/8" ANN. GLASS SILICONE DOW CORNING 995 z ca ID 5 • o 111" MIN b • it w (1) W GLASS TYPE 'B' 1/8" ANN. GLASS 3/16" ANN. GLASS .120" INTERLAYER .120" 1NTERLAYER UVEKOL —LIQ RESIN UVEKOL —LIQ RESIN 1/8" ANN. GLASS 3/16" ANN. GLASS SILICONE DOW CORNING 995 GLASS TYPE 'C' 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS .090" INTERLAYER .090" INTERLAYER SAFLEX IIIG PVB BY SOLUTIA SAFLEX I1IG PVB BY SOLUTIA 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS SILICONE SILICONE GE RGS7700 GE RGS7700 bum Fr Tv GLASS TYPE 'G' Ir 0 W W Z m N 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS .090" INTERLAYER .120" INTERLAYER SAFLEX II1G PVB BY SOLUTIA UVEKOL —LIQ RESIN 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS SILICONE SILICONE Z �_ SILICONE DOW CORNING 995 z DOW CORNING 995 z DOW CORNING 995 5 N 11 I N 11• " FTTLF•fir ■ 111111rcri_r_. re ce 0 0 w x ta X W GLASS TYPE 'D' 1/8" ANN. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS .090" INTERLAYER SAFLEX IIIG PVB BY ' SOLUTIA' 1/8" ANN. GLASS GLASS INF Nrn T GLASS TYPE 'E' GLASS TYPE 'F' 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS .090" INTERLAYER SAFLEX II1G PVB BY ' SOLUTIA' 1/8" HEAT STREN'D GLASS SILICONE SILICONE GE RGS7700 GE RGS7700 d Z m 0 W 22 X W GLASS TYPE 'H' " GLASS TYPE 'I' THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL MISSILE IMPACT AREAS. GLAZING OPTIONS re re O Z o W m-7-0 GLASS TYPE 'J' Z_ .TL 0 n lC1' WISED with the Merida Cede -6 >- .zY tepintion Mae Maid Preset Cen Division Env: ARSHAD VIDAR CIVIL FLA. PE # 38863 C.A.N. 3538 AUG 1 2 2009 C ) 605 ALUMINUM SINGLE HUNG WD C 0 .5 t FAX. (954) 781 -5078 G 0 .i t.3 cn N 0 z z o 0 O "ce Z 0 O 4i 0 to a 0 r .0 N 0 0 h O to 0 0 0 0 0 H 0 0 CO v 0 °1 s U drawing no. W06-34 (sheet 4 of 8 a TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 4 4 d a d 4 4 4 d 4 4 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY TM WINDOW d 4 4 1BY WOOD BUCK 4 4 4 6 a. 0 J O REINFORCING OPTIONS SEE SHEETS 2 & 3 0 C Wt W2 a a A 4 SCREEN OPTIONAI. - 0 OPTIONAL TO SPRING LATCH REINFORCING OPTIONS SEE SHEETS 2 & 3 a 0 4 4 4 4 4 Ys 4 4 4 VENT HEIGHT Q►' 4 4 0 4 a 1 (n 0 W x z TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 a 0 J fl _TYPICAL ANCHORS SEE ELEV. FOR SPACING I 11 REINFORCING OPTIONS SEE SHEETS 2 & 3 X 1 METAL STRUCTURE OPTIONAL TO SPRING LATCH • REINFORCING OPTIONS SEE SHEETS 2 & 3 SCREEN OPTIONAL • 11 11 11 11 0 J ci 71, a tn tn TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT HMSO M WI tll eJkd Cade Mat PMIfisi comae Olvidem �II MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 1 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ALTERNATE FRAME SILL TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS BY 'ELCO' (Fu =120 KS, Fyaa92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1 /8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUM TO BE PLATED OR PAINTED) # 12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (1/8" THK. (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE f'c = 3000 PSI MIN. C-90 HOLLOW /FILLED BLOCK f'm 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG W2 = 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG Engr. ARSaAO VICAR CIVIL FLA. PE # 38863 C.A.N. 3538 AUG 1 2 2009 MIN.) FAX. (305) 262 -6978 TEL. (305) 264 -8100 0 1 FAX.' (954) 781 -5078 c 0 0. 0 d 0 = N 1- 0 REV. PER BCCO COMMENTS GLASS & REINF. OPTIONS AD UPDATED FOR 2007 FBC .a 4 0 0 0 c 0 0 to 0 n m C 101.10.08 0 0 0 V 0 2 x A A 4. rdrawing no. L W06 -34 sheet 5 of 8 (sheet 6 of 8 ) 1/4" MAX. SHIM METAL STRUCTURE VENT WIDTH D� D.L. OPG. 1 ■ TYPICAL ANCHORS SEE ELEV. FOR SPACING d EXTERIOR D.L. OPG. (FIXED) WINDOW WIDTH 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH FRAME WITH FIN OPTION 7 1BY W80D BUCKS V TYPICAL ANCHORS SEE ELEV: FOR SPACING 7 1/4" SHIM j MAX. 311 ''',•81,11=sw cY WOOD B K •R WOOD STRUCTUR MIAMI -DADE COUNTY APPR,D CUPPED MULLION 7 SEE SEPARATE NOA ITEM PART # QTY. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 GW -36763 1 FRAME HEAD 6063 -T6 - 2 GW -37731 1 FRAME SILL (4" HIGH) 6063 -16 - 2A BA -3608 1 FRAME SILL (3" HIGH) 6063 -16 - 3 GW -31445 2 FRAME JAMB 6063 -T6 - 4 GW -36706 1 MEETING RAIL 6063 -16 - 5 GW -36685 1 VENT TOP RAIL 6063 -T6 - 6 GW -37730 1 VENT BOTTOM RAIL (4" SILL) 6063 -T6 - 6A GW -37559 1 VENT BOTTOM RAIL (3" SILL) 6063 -T6 - 7 GW -31134 2 VENT JAMB STILE 6063 -T6 - 8 GW -31470 2 VENT STOP 6063 -T5 - 9 19 -56 4/VENT GLAZING BEAD ANGLE 6063 -15 - 9A TM -123 4 /VENT GLAZING BEAD 6063 -15 - 96 TM -170 4 /VENT GLAZING BEAD 6063 -16 - 9C TM -181 4 /VENT GLAZING BEAD (INSUL. LAM. GLASS) 6063 -T6 - 10 #8 X 1/2" 12 /VENT GLAZING ANGLE SCREWS STEEL PH SMS 11 4037 (1) STRIP FIN SEAL WEATHERSTRIP - MTG.RAIL /FRAME SILL 12 2240 (1) STRIP AN SEAL WEATHERSTRIP - VENT TOP 13 3722 (2) STRIP FIN SEAL WEATHERSTRIP - VENT JAMB STILES 14 - 2 1 1/2 "x7/8 "x3 /4" FINSEAL PAD - FRAME SILL CORNERS 15 - 2/VENT LATCH LOCK AT 5° FROM ENDS CAST VENT TOP 15A 16 TM -118A 2/VENT SPRING LOADED EGRESS LOCK 6063 -16 VENT BOTTOM RAIL - 4 /VENT VENT GUIDE NYLON VENT INT. CORNERS 17 - - - 2/VENT CALDWELL SPIRAL BALANCES= - AT FRAME JAMBS 18 WVR -9302 2/VENT BALANCE COVER VINYL FRAME HEAD /JAMBS 19 N69 2 /VENT CALDWELL BALANCE CLIP - VENT BOTT. CORNERS 20 - 2 #12 x 3/4" P.H. SMS STEEL (1) AT EACH BALANCE 21 - 8 #12 x 1" P.H. SMS STEEL FRAME CORNERS 22 - 8 #10 x 1" P.H. SMS STEEL VENT CORNERS 23 - 4 #8 x 3/4" F.H. SMS. STEEL (2) AT EACH LATCH 24 - 4 #6 x 3/8" F.N. SMS. STEEL AT EA. PLASTIC GUIDE 25 - 1 1x1 3/16x3/4x1/8" CHANNEL STEEL AT VENT TOP 26 - 2 1x1/4 THK.x4° LONG BAR ALUM. (1)AT EA. MTG. RAIL END 27 - 1 1/2x1x1/2x1/8" CHANNEL STEEL AT MEETING RAIL 28 TM -161 2 FIN TRIM FOR JAMBS 6063 -T6 - 29 TM -163 1 FIN TRIM FOR HEAD 6063 -16 - 30 TM -164 1 FIN TRIM FOR SILL 6063 -16 - 31 TM -179 1 MTG. RAIL REINFORCING CHANNEL 6063 -15 AT MEETING RAIL 32 'TM -178 1 TOP RAIL REINFORCING CHANNEL 6063 -15 AT VENT TOP TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH WINDOW WIDTH Engr: ARSHAD VICAR CIVIL FLA. PE ij 38863 C.A.N. 3538 AUG 1 2 2009 iIRODUCT REVISED 111801,441yina with the Florida Code iletiptatee No G - 060Y.2V tion Date IMF L>>C' z 4 w 42 CC O O , v O, 'U 11') G a-ap o NEE cc 4 Li3u. u. _ito2 J ( t 4 UJ FAX. (305) 262 -6978 0 0 .J SERIES 605 ALUMINUM SINGLE' HUNG 0 FAX. (954) 781 -5078 c 0 a U v IJ w T N z U 0 zz PER BCCO COMMENTS iv GLASS & RUNE-. OPTIONS ADD. UPDATED FOR 2007 8 111.06.06 C 101.10.08 0 105.12.09 Ij I 8 - OA <SI 0 0 0 O Y ♦p drawing no. W06 -34 .125 .438 � //"� 500 1.9� 50C,�- 062 �w IIa � M .. -1.425 --- I 2.50a .062 I--I--- -3.042 ;27� AI //. DL�./a •500 -r--- AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (306) 264 -8100 FAX. (305) 262 -6978 - 1.000 L- 1.550 .062 •847 .062 1.500 100 b 1 1 1.092 �i 3.069 3.719 - 1.406 1.030 ( J --.I t.aao N. d I .125-J 622 I 1 3i MTG. RAIL REINFORCINGS ALUMINUM .530 .500 3.166 n ' FRAME EAD { 4L --.250 gA .045 -� Li- t .405 .385 1 d 1.925 3.097 MTG. RAIL REINFORCINGS STEEL 2.375 1.000 j--- J FRAME JAMB 938 29 NAIL FIN (HEAD) 1.250 - .oao -� 3.340 1.000 1.187 �SSii��• G , d f .750 0 1.188 .688 .602 .562 .052 2 188 .062 >� 1.688 .062 2.190 SERIES 605 ALUMINUM SINGLE HUNG WOW. (L.M.I.) TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL (954) 781 -4430 FAX. (954) 781 -5078 - 98 .923 .- f / 1.500 ! 25 TOP RAIL REINFORCING STEEL .125 - 32 TOP RAIL REINFORCING ALUMINUM 1.375 O VENT STOP 1 () FIXED MEETING RAIL 2s 2.500 NAIL FIN (JAMB) 3.199 -j !'Its ®UC1' 1t�d6S&:iD r with th - Z }j �r r� °s' �jZ S�"`` • 1� i 1.375 �1.188� f -1 9C .540 40 •500 - .062 3.277 .052 GLAZING .923 BEADS 4 - 1.324 - 1.374 1.750 .999 vl 2.250 .0620 1.214 1.389 1.000 -1.688 f I--- Q SASH SIDE RAIL 2.500 25 ® LATCH LOCK t y .--. 14 c O 5 l `-' Ldescription NO CHANGE THIS SHEET IREV. PER BCCO COMMENTS I GLASS & REINF. OPTIONS ADD. UPDATED FOR 2007 FBC VENT TOP RAIL 30 NAIL FIN (SILL) 2 202 .997-j 3.245 4.312 .684 062 - - 3.812 2.202 997 1 3.245 0 n 3.927 4.347 .062 3.330 2.830 yaoo up ^ --o0 W O (O O rn 0 N 3.439 2.939 III 3.359 - .062 .062 o c a m t, n II at. by: HAMID Engr. ARSHAD MAR SHA FLA. P£ $ 38863 C.A.N. 3538 AUG 2009 .684 � `_J SILLS SILL CAN BE USED 1.375 --.n II Ia- 26 I VENT BOTTOM RAILS N -1.375 6A 3.141 FRAME NOTE: EITHER 3.141 zA drawing no. W06 -34 l sheet 7 of $ FRAME TOP CORNER FRAME BOTTOM CORNER VENT TOP CORNER VENT BOTTOM CORNER di w fR®DUCT RFX SF�D :..!i_. sissnmdying LCodc is : . Iblbstion Ct'` 0 Date Engr: ARSHAD VICAR CIVIL FLA. PE # 38863 C.A.N. 3538 AUG 1 2 2009 tri y„U J"' 0 J 7 0 0 v F Wv { C O y 6T I0 w S fA N C2 O w fi REV. PER BCCO COMMENTS CLASS & REINF. OPTIONS ADO. R2007 91 a a t0 0 O O N. to p 0 4 Gf ii drawing W06 -34 (sheet 8 of 5 .879" PRODUCT MARKING LOCATION 2.000" 1.500" 2.000" 12.500" COVERAGE 15.375" .375" ® STORM PANEL 1 SCALE: 3" =1' -0" .750" 1/4 -20 STUD x 3/4" LONG @ 12.5" O.C. ® STUDDED STRAP (SLIDER) 8 SCALE: HALFSIZE O 9 1F" TRACK SCALE: 3" =1' -0" .j5� 3J32° 1111111111111111' 1.000 " 1/4" -20 SIDEWALK ® BOLT FOR SLIDE TRACK 10 SCALE : HALF SIZE GENERAL NOTES: 1, SSCEF NTA(N ) AM�C R IUUANCE DFA OICE OF CCEPTANCCE ABY MIAMI-DADE COUNTY PRODU! CONTROL PROVISION IVISI N FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2007 EDITION. 2. NO ALLOWABLE STRESS HAS BEEN U WAS USED FOR WOOD !A. GN DETERMINE ACCORDAN ACCORDAN E!, • t ' j `LION FACTOR Cd =1.6 SITIVE AND NEGATNE DESIGN LOADS TO 115E WHEN REFERENCING THESE DOCUMENTS IN THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ASCE 7 -05. A DIRECTIONALITY FACTOR OF Kd = 0.85 4. THESE EVALUATION D APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE EVALUATION DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATNE CODE 6. THESE EVALUATIN DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE EVALUATION DOCUMENTS WILL VOID THESE EVALUATION DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE EVALUATION DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A. REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL B. REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL 9. PRODUCT MARKINGS SHALL BE WITHIN 12° OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: NOT INCLUDE INFORMATION FOR SITE- SPECIFIC HURST AWNING CO. INC. MIAMI, FLORIDA • MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED . 10. STORM PANELS SHALL BE 5052 -H32 WITH THE FOLLOWING BARE METAL THICKNESS AND MECHANICAL PROPERTIES: NOMINAL 0.050" (0.0485" MIN. BARE METAL THICKNESS), WITH A MIN. Fy =29.2 KSI 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.L, U.O.N. 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 13. TOPS & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAYBE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR If AND "U° HEADER MOUNTING CONDITIONS. 14" MAX. WAL SCALE 1/4-20 MACHINE SCREW @12.5" 0.C, (STUD BE REVERSED) 0 O"U" HEADER 9 SCALE: 3" =1' -0" 2.000" OE-TRACK SCALE 3° =1' -0" ®STUD ANGLE 4 SCALE: 3" =12 -0" .125 1YP. 1.00° MIN. 5.00" MAX. S ANGLE /SCALE / SLIDE TRACK VL/ScALE: 3" =1' -0" SCALE : HALF 52E .655" HORIZONTAL LEG OPTIONAL • EXISTING CONCRETE, HOLLOW BLOCK OR FRAh ING (TYP.) ..s / DIRECT MOUNT CLOSURE DETAIL -1/2" =1' -0" 1/4" MAX. -� ./ /1 /r • Ij M1 ALUM. ANGLE CLOSURE PIECES 1" x 2.50" x .062", 1° x 4" x .062°, 2 °x3 "x.125° AND 2 "x5"x.125" NOMINAL 1" O2 BUILD -OUT HEADER 1 SCALE 3" =1' -0" , 1/4° MAX. PLAN VIEW TOP MOUNT ANY ANCHOR SHOWN IN IL THE ANCHOR SCHEDULE AT 12 °O.C. IN THE MIDDLE OF THE SMALLER FLANGE OF EACH ANGLE IN ANY SUBSTRATE MAXIMUM DESIGN LOAD IS 140 P.S.F. i 1- TRAP MOUNT CLOSURE DETAIL PLAN VIEW1 SCALE: 1-1/2" =1' -0" VERLAP WALL BEYOND WINDOW DISTANCE 1.5 TIMES GREATER THAN BUILD -OUT DISTANCE (NO CLOSURE ANGLE REQ'D) UILD -OUT DISTANCE 1/4" MAX. USE ANY ANCHOR SHOWN IN THE ANCHOR SCHEDULE AT 12 "0.C. IN THE MIDDLE dF THE SMALLER FLANGE OF EACH ANGLE IN ANY SUBSTRATE. MAXIMUM DESIGN LOAD IS 140 P.S.F. ALUM, ANGLE CLOSURE PIECES 1 °x2.50 °x.062 ",1 "x4 "X.062 ", 2 "x3 "x.125° AND 2" x 5" x .125" •• MIN. BUILD -OUT MOUNT CLOSURE DETAIL (PLAN VIEW) SCALE: 1-1/2" =1'-0" ■ 1, 2.045° k NOMINAL 2" O13 BUILD -OUT HEADER SCALE: 3" =1' -0" WIDTH UNLIMITED . (PEP. TO PANEL SPAN) 'TYP. SECTIONS BOTTOM MOUNT TYPICAL VERTICAL MOUNT ELEYATIC11�1 DETAIL 1 TS. SCALE : 3" =1' -0" Q .440" .88" (ZAMAC 3 ALLOY) O7 WING NUT SCALE : HALF SIZE 0 11 1.625°13 DETAIL 1 PRODUCT REVISED is complying with ate Florida Duiding Code Acceptance No a; Expi - tion ► ate D ;7/L7 By ■ jar' Miami Dad VP':. act Control Division 0 -o3 013 /. • 375" 3125"0 6D i~ Lt bU � U c+ Cf) GI VD 114 .- w. "4E lT , Ol*7N N r6- Iron E- 3 h 0 LLI .050" ALUMINUM S 00, zz z g egai emu V. Knezevich FL 01•9•3 G1 2008 ARV AS NOTED 07/08/2008 Drdwirtl 08 -133 sheet 1 of 5 G :\MIDisparate CAD \V3Knezevich\CAD2008\Hurst\ 08 - 133\R1- prg \08- 133- 01.dwg, 8/12/2008 3:54:45 PM, 11 x 17, 1 :1, www.MTDisparate.com EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (SEE ANCHOR SCHED BASED ON TYPE OF STRU PENETRATION OR EMBED. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" 1/'d MAX.: GLASS OR DOO SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PENETRATION OR EMBED. ° LCH U4 0 CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2'. EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4' MAX. 5/8' MAX. EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER @ 12-1/2° O.C. MAX. BUT DO NOT EXCEED ANCHOR SCHED. (PG. 4) SPACING USE REMOVABLE ANCHORS WITH WAFERHEAD (3/4'4 ) OR TRUSS HEAD LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. C1 CONNECTION TYPE • REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING @ WALL MOUNT SECTION • A SCALE : 3' =1'-0" SEE MTN. SEPARATION 1 MOM GLASS SCHEDULE IIII� GLASS OR DOOR 2'x2'x.12 ALUM. STUD ANGLE MAX 118" TDE FINISH MATERIAL 9i�1?AW"POW p6' „mil {1 I iM1 EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FLAMING s/B' - 3/4' PLYWOOD 2'x4'xIB'CQ'N'. ALUPL TUBE (6063 -T6) 1117/ OS a06176' Hl. B � R 0.0. IN HOLLOW CONCRETE BLOCK OR 7/4 ".0 LAG SCREW 10 12' 0,CWI1111/2' MIN. MB. IN WOOD. W00D SHAD. BE OF SPECIFIC GRAVITY 'V Of 0.5 OR GREATER TED' 1/2'8 THRU BOLT @ 12' O.C. 1/41/ POWERS 77/B�MAL.EMS..IN CONC. lla0.0. IN HOLLOW CONIRETEBL04K DR 114•6 LAG SCREW @ 24' 0.0 WITH I-1/2941k FMB. IN WOOD WOOD SHALL BE OF SPECIFIC GRAVITY "G OF 0.55 OR GREATER 0 2' x Yx I/6' CONT. ALUM. ANGLE 6053 -12 (MAX. DESIGN LOAD t 72 PSF) D O PASS THRU” DETAIL SCALE : 3" =1' -0' MAX. GLASS OR DOOR �It SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS GLASS OR DOOR #14 TEK SCREW OR 1/4-20 MACHINE SCREW & NUT @ 12° O.C. TYP. TOP & BOT. CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS C5 CAE NECTION TYPE • CE ANCHOR So :PULE FOR MAX SPAN] G PENETRATION OR EMBED. EXISTING • NCRETE, HOLLOW CONCRETE B OCK OR WOOD FRAMING ( 8 CFIOR SCHEDULE BASED ON TYP- •F STRUCTURE) THREE - 1/4 °GJx 3' WOOD LAG SCREW @ 24' O.C. MAX. WITH #14 TEK SCREW BETWEEN JOISTS EXISTING CONCRETE, CONCRETE BLOCK FRAMING (SEE BASED ON EILING /FLOOR MOUNT = 1�-0° 5 -1/2' x 3/16° 6063 -T6 ALUMINUM PLATE #14x1° TEK SCREWS BETWEEN TRUSSES SEE TABLE 2 FOR MIN. SEPARATION FROM GLAS CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING WOOD JOIST (G =0.55 MIN.) 14" MAX. g E EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (SE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 4' MAX. . PENETRATION OR EMBED. 1° E CEILING /FLOOR MOUNT SECTION SCALE : 3" =1' -0° SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS ON OLLOW WOOD OR SCHEDULE OF STRUCTURE) 1/4-20 x 3/4" MACHINE SCREW C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. • SPACING. • QWALL BUILD -OUT MOUNT SECTION C SCALE . 3° =1' -0" CI CONNECTION TYPE REFERENCE ANCHOR SCHED. FOR MAX. SPACING EXISTING CONCRETE, HOLLOW OR EMBED, 5/8° CONCRETE BLOCK OR WOOD MAX FRAMING (SEE ANCHOR SCHEDULE WALL MOUNT SILL BASED ON TYPE OF STRUCTURE) SCALE; 3" =1' -0' C2 CONNECTION TYPE REFERENCE ANCHOR SCHED. FOR MAX SPACING 1/2' ALTRNATE BUILD -OUT DETAIL C2 CONNECTION TYPE REFERENCE ANCHOR SCHED. FOR MAX, SPACING 1/2' ALTRNATE BUILD -OUT DETAIL PRODUCT REVISED as complying with the Theft Guiding Code Acceptance Nm D' . 63' Expiration DDate o _7 Z t3 Miami Dad,jr ; uet Can Division TABLE 5 ALUMINUM BOX BEAM SCHEDULE BOX BEAM SIZE (IN.) DESIGN (P8F) SAN (FT-IN) S SPAN (FM) BOLTS RFQ'D �(� NAU- PO ANCIANEPER LENGTH OF EACH ANGLE REQUIRED (IN.) 2 "x5' (Tw =.125",Tf =Mr) 72.0 7' -D" 8'-4" 2 2 5" 2' x 7" (Tw = .125', TT = .125') 72.0 8' -8" 8'-4° 2 2 5' 2" x9" (Tw = .125', Tf = .125") 72.0 10'-3° B'-4" 2 2 5" SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS 005TING CONCRETE, HOLLOW CONCRETE BLOCK FOR EACH ANGLE USE11101/4'6 ALL POINTS SOLID SET ANCHORS @ A MIN. OF 3' O.C, WLTH3' M1N. EDGE INSTANCE AN07/B' EMBEDMENT HEADER MUST BE STUD ANGLE, E -TRACK OR DIRECT MOUNT, ATTACHED TO WALL OR BEAM 2' x2x.125' STUDDED ANGLE NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PAM. Cl. CONNECTION TYPE REFERENCE ANCHOR SCHED. FOR MAX. SPACING PENETRATION EXISTING CONCRETE, HOLLOW OR EMBED, 5/8' CONCRETE BLOCK OR WOOD MAX FRAMING (SEE ANCHOR SCHEDULE QWALL MOUNT SILL BASED ON TYPE OF STRUCTURE) Fl SCALE : 3' =1' -0' 5/4220x 3/4' MACHINE • #14 5545 @4'0.C. SEEALUMANM BOX BEAM SCHEDULE, TABLE 5ABOVE 2'x3'x1/4'x0' -5' 6163 -T6 ALUM. ANGLE MAYBE USED WITH THE 293' ALUM. BOX BEAM OW OR 2' x 6'x 1/4' x 0 -6' 606376 ALUM. ANGLE MAY BE USED WITH THE 2'x5', 2'X7' OR 2'X9' ALUM. BOX BEAMS TY° 11(0 MACBNESCRIMS LOCI:MRS OR NUTS wrat WRH I AX' As OSTORM PANEL SUPPORT BEAM K SCALE: 3" =1' -0" cio o ON . N N 8 en g c`'O • l ZU Gk o cip �;Q> C4 le:Id VI i � bO � U H 0 rx, ' O i U U c: °+T ti Q v W �s N w,-' o•t Nv E-4, 3 a FS y U Q s aza cNt 0.050" ALUMINUM STORM PANEL v? C 0 0 1 .8 c V.7. Knezev'ch date 07/08/2008 a na, 08 -133 sheet 2 of 5 G: \MiDlsparate CAD \VJKnezevlch \CAD2008 \Hurst \08 - 133 \R1- prg \08- 133- 02.dwg, 8/12/2008 3:54:20 PM, 11 x 17, 1 :1, www.MDDlsparate.com EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) PENETRATION OR EMBED. 5 /B" MAX. 3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING i/2" 1/4° MAX. SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 5 � N N TO LOCK STRAP IN PLACE USE A 1/4-20 THUMB SCREW OR TRUSS HEAD BOLT #7 TAP DRILL W/ 1/4-20 NC THREAD 1/4-20 HEX HEAD NUT (SPACER) 1. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OWAFER HEAD BOLT ASSEMBLY G SCALE: 3" =1' -0" 1/4 -20 NUT IS NOT NECESSARY IF NOT USED AS INSIDE MOUNT TABLE 3 MAX. STORM PANEL SPAN SCHEDULE FOR F -TRACK SILL WITH ANY HEADER DESIGN LOAD (PSF) L MAX. (FT -IN) 70.0 7 -11 80.0 7 -5 90.0 7 -0 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SEE TABLE 2 FOR MIN. SEPARATION . FROM GLASS 1/4 -20 HEX • HEAD BOLT PENETRATION OR EMBED. (TYP.) CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • . QWALL MOUNT F -TRACK SECTION H SCALE: 3" =1' 0" TABLE 2 STORM PANEL MINIMUM STORM PANEL SEPARATION FROM GLASS SCHEDULE FOR DETAIL 3 DESIGN . LOAD(W) (PSF) ACTUAL SHUTTER SPAN (Fi- IN) LOAD (PSF) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) 60.0 MINIMUM SEPARATION • FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 75.0 35.0 ' 7 - 0 10 -1 2 -3/4 • 45.0 1 -1/2 ' 8- 6 9.4 3 55.0 2 10 - 6 8 -6 3 -3/4 62.0 3 • 40.0 • . 7 - 0 2 -3/4 7 -11 1 -1/2 72.0 • 8 -6 • 3 7.8 2 . 80.0 10 -1 3 -3/4 7 - 0 3 • 50.0 7:0-''') 110.0 (2.:3/4''N 1 -3/4 5 - 3 130.0 3 2 -1/4 4 - 6 9 - 4 150.0 3 -3/4 2 -3/4 3 -11 6 - 0 3 - 8 2 -3/4 180.0 1 -1/2 60.0 7 - 0 2 -3/4 • 1 -3/4 8 -6 • 3 2 -1/2 6 - 0 . 2 -3/4 1 -1/2 70.0 7 _ 0 2 -3/4 1 -7/8 • 7 -11 3-3/4 2-3/8 1/4-205.S. BOLT & WINGNUT @ PANE. MIDSPAN OR @51 °O.0 MAX. (TYP) MIN 2°x2 °x .125°CONT. 605.3-76 AL ALLOY OR 18 GAGE GALV. ANGLE CORNER DETAIL SCALE: 3" =1'-0" #7 TAP DRILL WITH 1/4-20 NC THREAD TO LOCK STRAP IN PLACE USE A 1/4-20 THUMB SCREW OR A TRUSS HEAD BOLT 6 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE Z ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 1/4-20 HEX HEAD NUT (SPACER) 1/4 -20 MACHINE SCREW STUD @ 12 -1/2" O.C. FINAL LOCATION OF STUD (TYP.) 3/4° STRAP ASSEMBLY (SILL ONLY - ISOMETRIC VIEW) N.T.S. SIDEWALK BOLT ASSEMBLY FOR SIMILAR (NO STRAP) PUNCH 1/7 x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT WITH PM NUT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE TABLE 4 STORM PANEL SPAN SCHEDU FOR DETAIL 3 DESIGN L MAX. LOAD (PSF) (FT-IN) 60.0 7 -6 75.0 6 -0 TYP. PM NUT (TYP.) 1 -1/2" NOTCH (TYP. BOTH SIDES) 5" LONG HANDLE RIVETED TO PANEL FLOOR s' WALL MOUNTED 2"x2"x1/8" CONT. QED AN �OR WALL MOUNTED SLIDE C-TRACKO•R ((SEE D •a B, C, E, F OR G FOR BOTTOM MOU CONDITIONS) DETAIL 3 NOTE: THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE USE OF DETAIL SHALL BE IN CON)UCTION WITH AN "h" HEADER OR "U "HEADER TOP MOUNT. • QOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC VIEW) N.T.S. 1- 3" TYP. . 1/4-20 x 1" STAINLESS STEEL SIDEWALK BOLT (TYP.) NUT WASHER ON OUTSIDE FACE (TYP) PRODUCT REVISED its complying with flan:Ara Sniding Cade ; Acceptance No0. -0 7" 03' Expi =don Date 0 inialtfr et 13 By / /XI Miami Dasov "4 net Contra Division Cop 'ght © 2008 VJKnezevich & Associates, LLC d/bla Knezevich Associates 0.050 "ALUMINUM STORM PANEL 0 ei g u„ c rn- 1 S a s dale 07/08/2008 dmMg m 08 -133 sheet 3 of 5 G : \MTDisparate CAD \V3Knezevich \CAD2008 \Hurst \08 - 133 \R1- prg \08- 133- 03.dwg, 8/12/2008 3:54:39 PM, 11 x 17, 1:1, www.MTDisparate.com TABLE 1 STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD w (PSF) FOR ALL MOUNTING CONDITIONS EXCEPT F -TRACK SEE DETAIL L MAX. (FT-IN) • 35.0 10 - 6 • 41.6 10 -1 45.0 9 - id ' 50.0 9.4 55.0 8 -11 60.0 8 -6 62.0 8 -5 65.0 6 -2; 70.0 7 -11 72.0 7 -9 75.0 7.8 80.0 7 -5 90.0 7 - 0 100.0 6 -3 . 110.0 5 -8 120.0 5 - 3 130.0 4 -10 140.0 4 - 6 150.0 4 - 2 160.0 3 -11 170.0 3 - 8 180.0 3 - 6 190.0 3 - 3 " 200.0 3 -1 5" LONG HANDLE RIVETED TO PANEL FLOOR s' WALL MOUNTED 2"x2"x1/8" CONT. QED AN �OR WALL MOUNTED SLIDE C-TRACKO•R ((SEE D •a B, C, E, F OR G FOR BOTTOM MOU CONDITIONS) DETAIL 3 NOTE: THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE USE OF DETAIL SHALL BE IN CON)UCTION WITH AN "h" HEADER OR "U "HEADER TOP MOUNT. • QOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC VIEW) N.T.S. 1- 3" TYP. . 1/4-20 x 1" STAINLESS STEEL SIDEWALK BOLT (TYP.) NUT WASHER ON OUTSIDE FACE (TYP) PRODUCT REVISED its complying with flan:Ara Sniding Cade ; Acceptance No0. -0 7" 03' Expi =don Date 0 inialtfr et 13 By / /XI Miami Dasov "4 net Contra Division Cop 'ght © 2008 VJKnezevich & Associates, LLC d/bla Knezevich Associates 0.050 "ALUMINUM STORM PANEL 0 ei g u„ c rn- 1 S a s dale 07/08/2008 dmMg m 08 -133 sheet 3 of 5 G : \MTDisparate CAD \V3Knezevich \CAD2008 \Hurst \08 - 133 \R1- prg \08- 133- 03.dwg, 8/12/2008 3:54:39 PM, 11 x 17, 1:1, www.MTDisparate.com ANCHOR' SCHEDULE FOR CONCRETE MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS LOAD (W) P.S.F. MAX (SEE NOTE 1) MIN. 1" EDGE DISTANCE MIN, 2 -1/2" EDGE DISTANCE SPANS UP TO 5=0" (SEE NOTE 1) SPANS UP TO 8'-8" (SEE NOTE 1) SPANS UP TO • 10' -6" (SEE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8' -8" • (SEE NOTE 1) - • SPANS UP TO 10' -6 ". (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3)• (SEE MITE 3) C1 C2 C3 C4 C5 Cl 0 0 C4 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 CONNECTION TYPE (SEE NOTE 3) CI C2 0 C4 C5 CONNECTION TYPE (SEE NOTE 3) CI C2 d C4 3 CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 C5 Sonnumnonnounam-- 1/4 "9/ ITV TAPCON WITH 1 -3/4° MIN. EMBEDMENT 36.0 16 16 16 10 11 16 16 10' 6 6.25 16 16 7 5 5 16 16 16 16 16 16 16 11 13 15 16 16 8 10 12.5 48.0 16 16 16 8 8 16 16 6.25 4 5 16 14 5 3 4 16 16 16 16 16 16 16 7 9 11 16 16 8 9 63.0 16 16 9 6 6.25 16 10 4' 3 3 16 6.25 3 3 3 16 16 11 12.5 15 16 11 5 7 8 16 7 4 6.25 7 75.0 16 16 7 5 5 16 6.25 3. 3 3 16 6.25 3 3 3 16 16 10 12.5 16 7 4 6.25 7 16 4 6.25 7 (MIN. 3,192 P.S.L CONCRETE) •* IMERE * 1/4 "0 ELCO MALE/FEMALE "PANELMATE" WITH 1 -3/4" MIN. EMBEDMENT & 1/4-20 MACHINE SCREW WITH NUT • (MIN. 3,350 PSS CONCRETE) 200.0 16 6.25 3 3 3 16 6.25 3 3 3 16 6.25 3 3 3 16 7 4 6.25 7 16 7 4 6.25 7 16 7 4 6.25 7 36.0 //; 48.0' 63.0 75.0 200.0 A/2 .- ,,,. / %/- A/ ANIEMENEEMEMEW SIEEMEMIMESTOr ,i2 16 16 16 16 16 15 16 10 12.5 15 16 16 8 10 125 16 16 16 16 16 16 16 7 9 11 16 15 5 7 9 16 16 10 12.5 15 16 11 4 7 8 16 7 4 6.25 7 16 16 8 10 12.5 16 7 4 6.25 7 16 7 4 6.25 7 16 7 4 6.25 7 16 7 4 6.25 7 16 7 •4 6.25 7 • ANCHOR TYPE & MINIMUM' CONCRETE REQUIREMENTS 4 °0 ALL POINTS SOLID SET & 1/4-N 20 SSTTAINLESS6 MACHINE S LOAD () P.S.F. MAX. (SEE NOTE 1) 36.0 • ANCHOR'SCHEDULE FOR CONCRETE MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 10=6" (SEE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8'-8" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) • SPANS UP T 8=8" CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 3 16 16 16 16 16 CONNECTION TYPE (SEE NOTE 3) Cl C2 0 C4 3 16 16 8 11 13 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 16 16 6.25 9 11 CONNECTION TYPE (SEE NOTE 3) Cl • C2 C3 C4 C5 16 16 16 16 16 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3, C4 16 15 10 14 16 CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 C5 16 16 8 12 14 48.0 6G, 75.0 16 16 13 14 16 16 16 5 8 10 16 12 4 7 8 16 16 16 16 16 16 16 7 13 16 15 5 9 11 16 16 8 11 13 16 8 3 6.25 7 16 5 3 5 6.25 16 16 10 14 16 16 16 16 6.25 9 11 16 5 3 5 6.25 16 5 3 5 6.25 16 16 8 12 14 16 it 7 4 8 7 (10 8 16 7 4 7 8 16 7 4 7 8 200.0 16 5 5 6.25 16 5 6.25 16 5 3 5 6.25 16 7 7 8 16 7 4 7 8 16 7 4 7 8 ANCHOR SCHEDULE FOR CONCRETE MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS LOAD (W) P.5.F. MAX. (SEE NOTE 1) MIN. 2 -3/16" EDGE DISTANCE MIN. 3 -1/8" EDGE DISTANCE SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8'-8" (SEE NOTE 1) SPANS UP TO 10'-6" (SEE NOTE 1) SPANS UP TO s -0° (SEE NOTE 1) SPANS UP TO B' -8° (SEE NOTE I) SPANS UP TO 10' -6" (SEE NOTE 1) • CONNECTION TYPE (SEE NOTE 3) CI C2 C3 C4 3 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CS CONNECTION TYPE • (SEE NOTE 3) 01 C2 0 C4 3 CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 C5 l i<H\I\\\k\t'\t\\41\otit\ o, 516"O ITW BUIIDD(TAPCON XL 1 -3/4" MIN. EMBEDMENT (MIN. 2,899 P.S.X. CONCRETE) 36.0 16 16 16 16 16 16 16 10 15 16 16 16 8 12.5 16 16 16 16 16 CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 C5 16 16 11 15 16 CONNECTION TYPE (SEE NOTE 3) Cl C2 0 C4 3 16 16 8 12.5 15 48.0 16 16 16 16 16 16 16 7 11 13 16 15 5 9 16 16 16 16 16 16 16 7 11 14 16 16 5 9 11 63.0 16 16 10 15 16 16 11 4 8 10 16 7 7 16• 16 10 15 16 16 11 5 8 10 16 7 4 7 75.0 16 16 8 12.5 15 16 7 4 7 9 16 4 7 9 16 16 8 1.2.5 15 16 7 4 7 9 16 7 4 7 9 200.0 16 7 4 7 9 16• 7 4 7 16 4 9 16 7 4 7 9 16 4 7 16 4 7 9 PRODUCT REVISED as complying with the FFekle. . Balding Code Acceptance No 0 Expirz1ion Date 0 ANCHOR SCHEDULE FOR WOOD MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS; - LOAD (W) P.S.F. MAX • (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO • 8' 8" (SEE NOTE 1) SPANS UP TO 10' 6" (SEE NOTE 1) Cl CONNECTION (SEE C2 NOTE C3 TYPE 3) •C4 C5 CI CONNECTION (SEE C2 NOTE C3 TYPE 3) C4 C5 Cl CONNECTION (SEE C2 NOTE C3 TYPE 3) C4 C5 36.0 16 16 16 15 16 16 16 10 9 10 16 16 7 7 8 48.0 16 16 16 11 13 16 16 6.25 6.25 7 16 14 5 5 6.25 1/4°0 WOOD LAG WITH 1 -3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PEP. TO WOOD GRAIN G =0.42 63.0 16 16 9 8 10 16 ' 10 4 5 5 16 6:25 3 4 5 75.0 16 16 7 7 8 16 6.25 3 4 5 16 6.25 3 4 5 200.0 16 6.25 3 4 5 16 6.25 3 4 5 16 6.25 3 4 5 36.0 16 16 16 16 16 16 16 9 9 11 .16 16 6.25 8 9 48.0 16 16 14 12.5 14 16 16 5 7 8 16 13 • 4 6 7 1/4 °0 ELCO MALE /FEMALE "PANELMATE" 63.0 16 16 8 9 11 16 9 4 5 6.25 16 6 3 4 5 WITH 17(8° MIN. EMBEDMENT & 1/4-20 MACHINE 75.0 16 16 6.25 8 9 • 16 6 • 3 4 5 16 6 3 4 5 SCREW WITH NUT 200.0 16 6 3 4 5 16 6 3 4 5 16 ' 6 3 4 5 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BELIMITED TD THOSE SHOWN IN TABLE 1. 2. AN EFFECTIVE WIND AREA OF 10 SQ. FT. SHALL BE USED FOR DETERMINING WIND LOADS FOR ANCHORS. 3. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MA ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON S AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 4. 5E MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. EMSTING STRUCTURE MAY BE CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASE) ON TYPE OF EXISTING STRUCTURE 6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 7, MINIMUM EMBEDMENT AND EDGE DISTANCE (CLUDE WALL FINISH OR STUCCO. 8. WHERE EXISTING STRUCTURE'S POST - TENSIONED CONCRETE CONTRACTOR SHALL'LOCATE CABLES PRIOR TO ANCHORING AND CDORDINATE ANCHORAGE SUCH THAT CABLES ARE NOT DAMAGED. 9. WHERE DaSfING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE. 10. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4° MIN. WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SPF° G =0.42 OR - GR =ATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HD( HEAD. 11. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OFTHREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 12. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. • 13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUr 14. THE ALL POINTS SOLID SET ANCHOR MAY NDT BE USED IN CONCRETE CEILINGS OR FLOORS. ONE D(CEPTION IS THAT THIS ANCHOR MAY BE USED IN SLABS ON GRADE - fl3 ?.013 By. -4 - "Midi miDa.„i duet Control Division MIN. 2x ANCHOR DIAMETER MAX. 1/2 ANCHOR SPACING OR 4" WHICHEVER I5 SMALLER • SPACING PER SPACING PER . ANCHOR SCHEDULE ANCHOR SCHEDULE ALUMINUM / ANCHOR FROM EXTRUSION SCHED., TYP. I revisions o iii EBOlilill MIN mu 1111 • 07/08/2008 08 -133 sheet 4 of 5 G:\ MIDIsparate CAD \VJKnezevich \CAD2008 \Hurst \08 - 133 \R1- prg \08- 133- 04.dwg, 8/12/2008 3:54:32 PM, 11 x 17, 1:1, www.MIDlsparate.com ANCHOR SCHEDULE FOR CONCRETE BLOCK MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 1" EDGE DISTANCE MIN. 2 -1/2" EDGE DISTANCE SPANS UP TO 5-0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 117-6" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 C5 liImmocmmonmtmuum-,-- 1/410 ITW TAPCON WITH 1 -1/4" MIN. EMBEDMENT ilimo mitwiiiumitum- 1/4°� 1 -11/4" MIN. EMBEDMENT 36.0 48.0 63.0 75.0 200.0 36.0 . 12 9 7 5 3 16 12 9 7 5 16 CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 CZ C3 C4 C5 C1 C2 0 C4 C5 Cl C2 0 C4 C5 CONNECTION TYPE (SEE NOTE 3) CI (2 0 C4 C5 CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 C5 3 5 5 /'r. - 15 16 9 8 10 11 11 3 4 6 9 9 3 4 i©3 5 ©swz00%w�En 15 15 6 7 8 OEM 4 7 ONE 3 � EMERNE M�©NEWIE 11 11 4 5 6.25 flyy ��3 /rM����E��7E ra ®iiATMENI L ©IME� 9 9 3 5 5 MIZO �iiiL16'//A�Y. MEM ESE ®M®NIN�E���M��LG 6 48.0 16 16 63.0 .13 13 75.0 11 11 200.0 6.25 / 5 4 5 10 5 3 7 7 9 13 7 10 5 7 13 10 3 MN 11 16 16 16 16 13 13 9 12 L3 7 9 10 5 7 7 13 10 3 7 11 5 8 4 6.25 EU MIME] EEO IN NNE MEE 4 6.25 11 11 4 6 6.25 ENECEMEELIEZIKERMEMMIEMME ANCHOR SCHEDULE FOR CONCRETE BLOCK MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 3 6.25 3 625 4 3 3 3 ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS * 1/4 "0 ELCO MALE/FEMALE "PANELMATE" WITH 1-1/4" MIN. EMBEDMENT & 14-20 MACHINE SCREW NUT LOAD (W) P.S.F. MAX. (SEE NOTE 1) 36.0 MIN. 1" EDGE DISTANCE SPANS UP TO T -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) MIN. 2 -1f2" EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO 5 -0" 8'-8" 101-6" (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) Cl C2 0 C4 C5 16 16 15 11 14 CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 C5 16 16 4 6.25 8 CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 C5 16 16 3 5 6.25 CONNECTION TYPE (SEE NOTE 3) C1 (2 0 C4 C5 16 16 16 11 14 CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 0 16 16 5 6.25 8 CONNECTION TYPE (SEE NOTE 3) Cl C2 0 C4 0 16 16 •3 5 6.25 48.0 16 16 7 8 10 14 14 3 6 12. 7 63.0 16 16 6.25 8 11 5 3 4 9 3 75.0 16 16 3 5 6.25 9 3 4 9 3 200.0 9 3 2).% 3 4 9 3 4 9 3 4 5 16 16 8 8 10 15 15 3 4 16 16 5 6.25 8 11 5 3 4 16 16 3 5 6.25 10 3 5 6 12 7 4 1D 3 3 4 10 3. %/ // 4 5 3 4 3 4 3 10 3 3 4 10 3 3 4 10 3 3 4 � lllUllll 11 1/4 "0 ALL POINTS SOLID SET ANCHOR 1/4-20 SSTABNBLESS STEEL MACHINE SCREW 36.0 16 16 14 16 16 16 7 8 9 16 16 5 6.25 8 16 16 16 16 16 16 16. 7 10 12 16 16 5 8 10 48.0 16 16 11 10 12 16 16 4 6 7 16 10 5 6 16 16 12 .13 16 16 16 5 9 16 11 3 6.25 63.0 16 16 6.25 9 15 7 3 4 5 13 4 // 4 4 16 16 7 10 12 16 8 3 6 7 15 5 75.0 16 16 5 6.25 8 13 4 4 13 4 200.0 13 4 r// 4 4 13 4 4 4 // 4 4 16 16 4 4 15• 5 5 8 10 15 5 5 6.25 15 5 5 6.25 15 5 5 6.25 15 5 . r /% 5 6.25 5 6.25 5 6.25 ANCHOR SCHEDULE FOR CONCRETE BLOCK MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR NOTES: 1. SEE ANCHOR NOTES ON PAGE 4 OF 5. MIN. 2X ANCHOR DIAMETER MAX. 1/2 ANCHOR SPACING - OR 4" WHICHEVER IS SMALLER SPACING PER ANCHOR SCHEDULE SPACING PER ANCHOR SCHEDULE • ALUMINUM j EXTRUSION ANCHOR FROM SCHED., TYP. PRODUCT REVISED es complying with the Florida raiding Code Acceptance IVo 0 S- • % 7:06i3 Egpir =lion Date 0 ;J/_�' BY Miami Dad"' duct Contsnl Division Lf) 4 Pr�TA 0 U NN rs O X C0 d ON a0i N N qr Of rnvr iron CVE:i; E-t Copyright 0 2008 ViKnezevich & Associates, LLC dPo/a Knezevich Ass 1 LU 0 H Q 0 0 i� a) D i(j. Knezevith Ole • 07/08/2008 maw no. 08-133 sheet 5 of 5 G: \MIDisparate CAD \V3Knezevich \CAD2008 \Hurst \08 - 133 \R1- prg \08- 133- 05.dwg, 8/12/2008 3:54:26 PM, 11 x 17, 1:1, www.MIDisparate.com LOAD N/A MIN. 4" EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO ANCHORTYPE &MINIMUM CONCRETE REQUIREMENTS P.S.F. MAX. 5 -0" (SEE NOTE 1) 8' -8" (SEE NOTE 1) 10'-6" (SEE NOTE 1) 5-0" (SEE NOTE 1) B' -8" (SEE NOTE 1) 10' -6" (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE • • CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) i) Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 Cl 'C2 C3 C4 C5 Cl C2 C3 C4 C5 36.0 7 %t/ / L /A/2 ,A2> , /� ' 4 /j 16 16 16 14 16 16 16 5 8 10 16 16',.' 7 9. ��i1 ■t \1l \ \ \ \ \C \i`1\1`1di1t \1U\;► 48.0 melmespligimagarmin 16 16 8 11 14 15 15 0625 8 12 7 0 5 6.25 63.0 Vlam�m ovir aREEra ®%� 16 16 5 8 10 11 5 0 4 6.25 9 NI 4 5 5/W1ITH 1-1/4" MIN. EMBEDMENT 75.0 j /;K�IGT//Illl grant L�!/IUV /�I%LE • E 4 5 9 EIN 4 5 200.0 / .// V '/ r �i/ V,' / !4 ' :. rr. lrr/ 9 j //� 4 5 9 . " 4 5 9 •- 4 5 ANCHOR NOTES: 1. SEE ANCHOR NOTES ON PAGE 4 OF 5. MIN. 2X ANCHOR DIAMETER MAX. 1/2 ANCHOR SPACING - OR 4" WHICHEVER IS SMALLER SPACING PER ANCHOR SCHEDULE SPACING PER ANCHOR SCHEDULE • ALUMINUM j EXTRUSION ANCHOR FROM SCHED., TYP. PRODUCT REVISED es complying with the Florida raiding Code Acceptance IVo 0 S- • % 7:06i3 Egpir =lion Date 0 ;J/_�' BY Miami Dad"' duct Contsnl Division Lf) 4 Pr�TA 0 U NN rs O X C0 d ON a0i N N qr Of rnvr iron CVE:i; E-t Copyright 0 2008 ViKnezevich & Associates, LLC dPo/a Knezevich Ass 1 LU 0 H Q 0 0 i� a) D i(j. Knezevith Ole • 07/08/2008 maw no. 08-133 sheet 5 of 5 G: \MIDisparate CAD \V3Knezevich \CAD2008 \Hurst \08 - 133 \R1- prg \08- 133- 05.dwg, 8/12/2008 3:54:26 PM, 11 x 17, 1:1, www.MIDisparate.com