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WS-15-389 y Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-240049 Permit Number: WS-2-15-389 Scheduled Inspection Date: August 07, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Window Door Attachment Owner: MICHELLE CANERO, PENN DAVIS Work Classification: Window/Door Replacement Job Address:384 NE 94 Street Miami Shores, FL Phone Number Parcel Number 1132060136140 Project: <NONE> Contractor: FLORIDA WINDOW& DOOR Phone: (561)340-4300 Building Department Comments INSTALL 93 IMPACT WINDOWS AND 16 DOORS WITH Infractio Passed Comments IMPACT INSPECTOR COMMENTS False 07-17-15 Project to be inspected by 13.0 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-238571. CREATED AS 49 REINSPECTION FOR INSP-238260. CREATED AS REINSPECTION FOR INSP-237773. CREATED AS REINSPECTION FOR INSP-237671. CREATED AS REINSPECTION FOR INSP-228778. Window installation in Failed ❑ progress, need to properly caulk the wood bucks, provide shims at all screw locations as required on the N.O.A and infill the irregular brick openings with high Correction ❑ strength hydraulic cement. Missing screws at some locations. do not caulk Needed windows inside until a framing inspection has been approved. Open up opening#36 on both sides for inspection No contractor on site Re-Inspection Supply letter from Eng/Arch for structural attachment with 2 X ❑Fee **INSPECTION WITH ISMAEL** 07-23-15 No Additional Inspections can be scheduled until Provide Miami Shores Village approved engineering for the wood buck re-inspection fee is paid. installation at the arch windows and doors and for the windows and doors were a wood buck Qreater than a 1 x was use. August 07,2015 For Inspections please call: (305)762-4949 Page 21 of 42 VISION July 27, 2015 ,', s From: Troy-Moses Panton JUL 2 4, 14311 Biscayne Blvd. #4323 "1 1.n15 a Miami, FL 33161 0 RE: Permit No.: WS-2-15-389 Canero Residence 384 NE 94th Street, Miami Shores,FL 33138 Building Official/Inspector, Please accept this letter to confirm that the cutting approx. 1/4"to 3/8"into the 1x4 PT window buck is an acceptable method of installation for the window buck for the use of an arched window. All other parts of the window buck are installed as per standard NOA specifications. Please see picture below as for reference. Sincerely, Troy-Moses Panton, AIA Registered Architect . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . tea, �� ftvI6TpnsH i ' " J • • ''' ' ' ' EXISTING CONCRETE/BLOCK STRUCTURE F • 0000 • • 0000•• q • 0000 • • • F • 0000 0000 •• J ^ 0000 •• • •••� a1 • • IF- see io• • 0000 •• ••• � • • •0• • • • • 0000 •••• • 2'x8'PT WINDOW BUCK • • 3 0000 m in I }'X 2�'TAPCONS TO BE INSTALLED i'x4'PT WINDOW BUCK AT 3-FROM EDGE&8.0/C STAGGERED q }°X 4°(MIN.)TAPCONS To BE 1y INSTALLED AT 3°FROM EDGE&8°0/0 STAGGERED L) U—i r ns rrn�p cou ON osnva•s s.m�aa DOUBLE PT WINDOW BUCK INSTALLATION DETAIL A-1 PERMIT# CONTRACTOR: SUBMITTAL DATE: ^,c , Sol - ADDRESS: NAME: RESUBMITAL DATES: PROJECT TYPE: ZONING PLUMBING �l STRUCTURAL MECHANICAL ELECTRICAL IBUILDING . . ... .. ... . 0. .. . . . . . . . .. . . ... . . . ... . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... Miami Shores Village Building Department X11° 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPE NE NUMBER:(305)762-4949 FBC 20 BUILDINGAVIS101%6N Master Permit No. VAS PERMIT APPLICATION ````'- sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: '��y' t4e City: Miami Shores County: Miami Dade Zia: 3'' Folio/Parcel#: `, , 1�=``� L 3 '%1),4C, Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:j� OWNER: Name(Fee Simple Titleholder): ,4 i r) Address: 354 f6& (i4 h `A- City: !ate! Sh"e' State: FL-- Zip:,3>l._53 Tenant/Lessee Name: Phone#: Email: !Yl'.L�P I It . (Li'leir) � ft,_ . --t(y) CONTRACTOR:Company Name: �G�6C�C'1 In C�CV� r[ 4o r Phone#: ' Address: �6 iCY� !r'l C�3�� T_ t 1 2"C! City: State: V—--- Zip: c Qualifier Name: Ltf Vj C?vm—,"I Phone#: State Certification or Registration#: �-4`�� i Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#:� ` Address: �G I;cX "c'';� �3 City: �`i, Daj l State:_P1 Zip: Value of Work for this Permit:$ is�� -u. , CXR Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Dd Repair/Replace ❑ Demolition Description of Work: - Lnnl1�•�i-k ��,�fs Specify color of color thru tile: Submittal Fee$ Permit Fee$ �S v CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of tw1 y 20 by Z-� day of_ JD-ItW 20 1�' by Vl�l AA who is ersonally knownto �� who i personally know to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTqPLIC: NOTARY PUBLIC: Sign: �� / �'LI�YI/ .6 (1=— Sign: Print �'G ir1e�� Gt Print: CAROL A.HAMMERSLA iro'l F64(44s- '' MY COMMISSION#FF897717 Seal: `"a!}� CAROL A.HAMMERSLA Seal: EXPIRES July 09,2019 MY COMMISSION#FFS97717 1�0/13ss o'es FlordeNcW Serv1ce.cw '+�; ',,•• EXPIRES July 09, 019 NOI�398-0'D9 F1 dallo ############### ########################################################### APPROVED BY Plans Examiner Zoning 14 d Structural Review Clerk s V July 27,2015 R�F.VISIONZ , From: Troy-Moses Panton 14311 Biscayne Blvd. 4431i - Miami,FL 33161 �,� JUL RE: Permit No.: WS-2-15-389 Canero Residence 384 NE 94th Street, \ Miami Shores, FL 33138 Building Official/Inspector, Please accept this letter to confirm that the cutting approx. 1/4"to 3/8"into the lx4 PT window buck is an acceptable method of installation for the window buck for the use of an arched window. All other parts of the window buck are installed as per standard NOA specifications. Please see picture below as for reference. Sincerely, Troy-Moses Panton, AIA Registered Architect or . . . . ... . . / OWN- � Ravl6lons t ffA•r • •• • ••• EXISTING CONCRETE/BLOCK STRUCTURE • 0000•• _ • • 4 c9.9• •• 0 •9•s• •0090• • s • •90••0 • • 9s•• •• •00.90 s • • 040000 •••• • w 2'x8'PT VANDOW BUCK M }'X 2 Y47TAPCONSTO BE INSTALLED 1'x4'PT YNNDOW BUCK W Cl AT 3'FROM EDGE&8'0/C STAGGERED }"X 4'(MIN.)TAPCONS TO BE — INSTALLED AT 3'FROM EDGE do 8'0/C yy STAGGERED U m r ns NOW V a� 1 -•� DOUBLE PT WINDOW BUCK INSTALLATION A DETAIL Gh.A Na A-1 115 Miami Shores Village FEB 2 3 271; 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 FBC20 0 ® BUILDING Permit No.k_k) S PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 384 NE 94th Street \ City: Miami Shores County:_ Miami Dade Zip: 33138 Folio/Parcel#: 11 3206 013 6140 Is the Building Historically Designated:Yes NO X Flood Zone: OWNER:Name(Fee Simple Titleholder):Penn Davis& Michelle Canero Phone#:786-395-0225 Address:384 NE 94th Street City: Miami Shore State: Fl. Zip: 33138 Tenant/Lessee Name: Phone#: Email: michelle.canero@gmail.com CONTRACTOR:Company Name: Florida Window& Door Phone#: 561 340 4300 Address: 7108 Fairway Drive#120 City: Palm Beach Gardens State: Fl Zip: 33418 Qualifier Name: Scott Berman Phone#: 561 340 4300 State Certification or Registration#: CGC 1509450 Certificate of Competency#: Contact Phone#: Email Address: �/ DESIGNER: Architect/Engineer: q!yl ee/ ✓��P -A-D/ecs Phone#:qS!735 "0&(.0 I Value of Work for this Permit:$115,544.00 Square/Linear Footage of Work: Type of Work: ❑Addition ❑A«Iteration/YIJ♦ ❑New/ I�Re air4//Replace Demolition Description of Work: _ ! t X2&---r 4,11 ti�Jc,---S 4111 0 0✓'S. Color thru tile: ** *xx*********************************Fees****************�****�*****x**************** Submittal Fee$ e b7 -e0tt) Permit Fee$ '6- CQ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$T_,�� Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A. NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant.must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature i f�` t-L �_�� Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this, The fore inginstrument was acknowledged before me this day of 2- 20 L*,by �'Q day o �V 20-57 by.,5 GO'tt 1 e V1*1 dl�( who is personally known to me or who has produced who is persona ly known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: ! ' ��`".• • 8 HOWARD SIMKOFF My Commission Expires �w�"o~ My Commission Expires: * * MY COMMISSION#EE 830795 .'..., ci NANCY OLMOS EXPIRES:August27,2016 ''• '= MY COMMISSION#FF022530 Bonded Th u Nota Budget Services FOFFk- 9 Notary ** ...... ****�4PIffp*d*qgnge* 7* 0* **x *****x*k* *a* n*x x*x******************x********** x (407)39&01 F)oridaNcitaryService.conn APPROVED BY ` Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) A�® CERTIFICATE OF LIABILITY INSURANCE DATE (M..D/VYYY) 01/15/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Trish Pravata FA Southgate Ins Agy of Pomp Bch Inc A"c"No, Eae: (954) 942-4400 (A/C, No):(954) 942-4402 639 North Federal Highway ADORess: trish@southgateins.com PRODUCER Florida Window and Door P 0 BOX 728 CUSTOMER ID k. Pompano Beach FL 33062- INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A Arch Specialty Insurance Co Northfield Holding Corp. INSURER B Florida Window & Door INSURER C 11 7108 Fairway Drive 120 INSURER D INSURER E Palm Beach Gardens FL 33418— INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) A GENERAL LIABILITY Y kGL000960900 2/16/2014 2/16/2015 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY / / / / DAMAGE TO PREMISES Ea occurrence) $ 100,000 CLAIMS-MADE ❑X OCCUR GL000960900-01 2/16/2015 2/16/2016 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: / / / / PRODUCTS-COMP/OP AGG $ 1,000,000 X POLICY PEO--CT LOC / / / / NOWND $ AUTOMOBILE LIABILITY / / / / COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ HIRED AUTOS / / (Per accident) _ NON-OWNED AUTOS / / / / $ UMBRELLA LIAB OCCUR / / / / EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE / / / / AGGREGATE $ DEDUCTIBLE / / / / $ RETENTION $ / / / / $ WORKERS COMPENSATION / / / / WC STALIMTU- OTH- AND EMPLOYERS' LIABILITY T DRY YIN ER AN V PROPRIETOR/PARTNER/EXECUTIVE / / / / E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLNIA UDED? ❑ / / / / (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below / / / / E.L.DISEASE-POLICY LIMIT $ 1-17 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Scope of Work: Installation of Windows and Doors Licese#: CGC1509450 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Miami Shores 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores FL 33138- ACORD 25(2009/09) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025(200909) The ACORD name and logo are registered marks of ACORD Corporate Office: 7108 Fairway Drive Suite 120 FLORIDA Palm Beach Gardens, Florida 33418 • F: (561) 624-8037 JUST THE FACTS Window & Door ❑(561)848-7011 Corporate ❑(561)340-4300 Palm Beach 1 first of aII....No verbal agreements are recognized. Everything must be in ❑(954)990-1800 Ft. Lauderdale ❑(772)621-5905 Port.Saint Lucie writing on the contract. Please make sure everything is on your order. ❑(305)370-3770 Miami ❑(941)225-7555 Sarasota 2 Contact Info....We require at least 2 telephone numbers and an email address ❑(239)687-7555 Naples ❑(813)475-7555 Tampa rom every customer. Please agree to provide this information and the best ❑(321)332-1237 Orlando phone numbers to contact you during working hours(9-5). www.floridawindowanddoor.com • CGC 1509450 Project Coordinators....You will be assigned your own project coordinator.The main Florida Window&Door agrees to sell and supply customer and customer agrees to purchase from Florida extension for the installation department is 406. Your project coordinator will call 3 Window&Door the following windows and other materials and services on the terms and conditions set you prior to your installation and let you know what time your installer is expected forth below.All items purchased hereunder are covered to the extent applicable by the Limited Warranty. to arrive within a 3 hour time frame;for example 8-11, but it does vary depending Contract subject to measure,engineering,city approval and use of elevator to stage and remove product. on the drive times and material pick up. 4 Installation time is approx. 5 to 10 weeks after approval. Please refer to INFORMATIONCUSTOMER installation time frame on the top right side of your contract. If you are using our financing programs,the clock doesn't start ticking until your loan is approved. /� Sales representatives are not allowed to change these times.We cannot hold or Customer Name � 'Jf�� !C guarantee any installation dates. Installations are weather pending as we cannot predict Mother Nature. Sometimes crews get sick or trucks break down,etc. Home Phone Number ( lease be understanding about this,as it happens at every place of business. If your installation is canceled for reasons other than weather on the day of your installation we will gladly refund you a$100 credit for your inconvenience. We use Street: �� /Uer <4U`a weather reports as our guide due to our installers using power tools,so it may not be raining at your house, but may be expected. If you MUST have a Saturday your Job Address40(/4 time of installation may be longer than what is written on the contract. city: l � Special order items may add to the time frame. State' �Dirl� Zip; S Length of Installation-Time frames are based on the size and scope of each job. 6 A responsible adult 18 years or older must be at the installation site at the Street: beginning and the end of the job.The head installer will do a walk around with you prior to starting work to assess any existing damage, landscaping,or any property Billing Address City: that could be affected by the construction. He is available to answer any questions you may have at that time.The head installer is also required to do a post inspec- State' Zip: when the job is completed.We want you to make sure that we exceeded your 7ectations, so go over the job very carefully. If there is anything that needs to be addressed, he will be able to take care of it,or ensure that any necessary parts are Mr. Cell (�®� � j 6�" reported and ordered. Your balance due is payable by cash,check, money order or credit card. Ifare ou using our financingprogram completion slipneed Y 9 P 9ram a may Mr. Workt i ( � o be signed.Your installer will need to collect at the end of the job based on payment schedule of the job. Mr. Email 7,�V.Jnstallation Team....We only use authorized Florida Window&Door installers.All work is guaranteed by Florida Window&Door, so you never have to worry. Mrs./Ms. Cell ( 84 Power....Installers will need to use your electricity.They do not carry generators. I agree to supply access to my power. Mrs./MS. Work ( 9 hildren and pets....Please provide a safe location away from the area during the i installation process. Installers use power tools and we don't want anyone hurt. MrsJMs. Email . a ��.� ' Potted wood is beyond our control. If we do find rotted wood,there will be additional charges for replacing it. If it's small don't worry,we got it!Your HOMEOWNER INFORMATION (MUST BE COMPLETED) project coordinator will notify you if this happens at the start of the job. 11 We will obtain all necessary building permits,site specific engineering and any t TVDe of Home: ka House []Condo ❑MH[: 1'A') 6ther information required by the local municipality. The Owner will be resnonsible omeownersAssociation: ❑Yes ❑No approval. Community Name: 12 Financing....If you are financing your balance, Florida Window&Door's finance department will notify you when your loan is approved. We will work hard with the Management: Company Name: finance companies to get your loan approved and sometimes the terms will change. Company Phone: The finance company may also ask you for additional information and your cooperation will help speed the process. If any loan terms change, Florida Window oil 13M, • • ' ' • • &Door's finance department and/or your representative will explain them to you. Job Total $ /� Landscaping....When your installation is in process,there is debris. Some of it could fall on your landscaping. Our installers do their best to avoid damaging your flow- da ers,trees,and bushes, but sometimes it does happen. Please be understanding. 50% Down Payment $ 1 Dumpster....Under no circumstances do we leave debris on your property.We remove everything for safety reasons. Please don't ask our sales reps or our 40% Payable on Product Delivery $ installers if you can keep the scrap. Dumpsters are not for customer use. Balance Due Upon Percentage of Completion $ l� 117for Wood....We do not replace the wood framing or stops around your windows.We euse your existing ones. It's better for the environment.These items are available Permitted Hold Back Pending Final City Inspection ($200.00 / purchase if you would like to add them to your work order. qlfinish. Construction concerns....We do not do any painting or wood stainin .Sometimes In the event of a mathematical error,the prices printed on the contract are the actual prices to be charged. plaster may crack during construction.We will repair with first coat of mud and sand DE . • •RM • smooth.You may have to do some touch up painting and light sanding after we ❑Cash ❑Check# ❑Visa Q Master Card a', Grids....If you ordered grids on your windows,the patterns will be the same as what you have existing unless otherwise specified on your work order. Please make sure Nthis is the pattern you want. " - -- - --- - - -- Ism Screens....Half screens are standard on our windows. - - -- -- - --- - - - Window treatments....We ask that you remove all your window treatments prior C[ ____ ___ ____ -- is to your installation.All windows that are being replaced will need at least 3 feet of - - - clearance inside for our installers to move.We do not take down or reinstall any blinds or draperies. Most blinds will fit after the new windows are installed but this Al is not guaranteed. - - --- - - Window A/C units....We do not guarantee that the A/C units will fit in the • replacement windows. 21 Alarm contacts....will not be reconnected.We will leave the wires exposed and - - - `- - your alarm company will need to come out and reconnect them.As you must be -------_-___-__._ a licensed alarm company to work on alarms. I understand the details of my pre-install checklist and I have received a copy. `^ -- --- --- - `— ---- - - - - ---� `--- Please start my order immediately. If I do not answer your call within 24 hours IN WITNESS WHEREOF the parties have here unto signed their name(s)this day of x.-201 please feel free to call my manager at extension#402 Owner(s)agrees that this Agreement,front and reverse,constitutes the entire understanding between parties,and there are no verbal understandings LEAD SAFE PAINT PRACTICES changing or modifying any of the terms of this Agreement.This Agreement may not be changed or its terms modified of varied in any way unless such changes are in writing and signed by bothOwner(s)andtheContractorowner(s)herebyacknowledgethatOwner(s)hasreadthefrontandreverseofthis LEAD SAFE PAINT PRACTICES I/we hereby a Agreement and has received leted,s' ed,and dated copy of this Agreement including the two accompanying Notice of Cancellation forms,on y cknowledge receipt of a copy of the date first writtenabov wne so Wedge that he or she was orally informed of his or her right to cancel this transaction. the pamphlet,"Renovate Right:Important Lead Hazard Information for families,child care providers and schools', informing me/us of the potential risk of lead hazard exposure from Owner renovation activity to be performed in my/ou f)iome. I/we received this pamphlet before the Owner - work began. ---- a In t. Init. Sa SperSOn (Please Print Name) J Location EXT ❑Customer elects reduced warranty option for a term of years. E ';• .•.NIIRJ-1 148' 1 St Floor 0 14 15 • Window and Door Schedule # Window/Door Type Approval -Size 13 16 0 C NOA 12-0209.14 45 x 97 1 XX Outswing Door Bedroom '•• •� :00 � 2 XX Outswing Door NOA 12-0208.14 45 x 97 ' ' 45 Cr 0 3 XX Outswing Door NOA 12-0208.14 . 45 x 97 0.0 r 4 Single Hung Window NOA 12-0213.05 45 x 78 12 17 ' 5 Single Hung Window NOA 12 0213.05 45 x 78 E ress •�� Laundry Room 46 o 6 Single Hung Window NOA 12 0213:05 33 x 36 18 20 ; ; ; ; ; , ; 44 47 7 X Casement Window FL 16132.1 38 x 55 Bath Room ' ' • • •• • 8 X Casement Window FL 16132.1 38 x 55 11 ••' '.• • ' ' ' 9 X Casement Window FL 16132.1 - 38 x 55 19 10 X Casement Window FL 16132.1 38 x 55 48 11 Single Hung Window NOA 12-0213.05 26 x 36 21 00 12 X Casement Window FL 16132.1 38 x 55 10 Bedroom 49 13 X Casement Window FL 16132.1 38 x 55 43 Family M 14 Single Hung Window NOA 12-0213.05 39 x 5522 24 .41 LL 15 Single Hung Window NOA 12-0213.05 39 x 55 Room 0 16 XX Outswing Door NOA 12-0208.14 55 x 85 9 17 Fixed Window Mulled FL 15920.1 16 x 93 Egress 23 50 a 18 XX Outswing Door Mulled NOA 12-0208.14 47 x 93 19 Fixed Window Mulled FL 15920.1 16 x 93 51 0000 20 Fixed Window Mulled FL 15920.1 67 x 19 8 Bedroom 25 ecs 21 Fixed Window Mulled FL 15920.1 16 x 9 22 XX Outswing Door Mulled NOA 12-0208.14 47 x 93 26 28 42Outswing door U_ m 23 Fixed Window Mulled FL 15920.1 16 x 93 ho 7 24 Fixed Window Mulled FL 15920.1 67 x 19 32 36 41 Not Replacing INUM" M Q 25 Fixed Window Mulled FL 15920.1 16 x 93 Egress 27 31 33 3 35 37 8 L1. c. ci 26 XX Outswing Door Mulled NOA 12-0208.14 47 x93 27 Fixed Window Mulled FL 15920.1 16 x 93 6 Bath Room 28 Fixed Window Mulled FL 15920.1 67 x 19 29 30 34 Bath �39 40 Kitchen 29 Fixed Window Mulled FL 15920.1 16 x 93 Room 52 30 XX Outswing Door Mulled NOA 12-0208.14 47 x 93 00 31 Fixed Window Mulled FL 15920.1 16 x 93 0 M 32 Fixed Window Mulled FL 15920.1 67 x 19 5 '(D M L 33 Fixed Window Mulled FL 15920.1 16 x 93 Dining Pantry 53 M 34 XX Outswing Door Mulled NOA 12-0208.14 47 x 93 54 Room 35 Fixed Window Mulled FL 15920.1 16 x 93 Living Room 55 cc U) U_ 36 Fixed Window Mulled FL 15920.1 67 x 19 g V 37 Single Hung Window NOA 12-0213.05 22 x 30 Main Door 57 56 0) N 38 Fixed Window Mulled FL 15920.1 16 x 93 N Egress � z 39 XX Outswing Door Mulled NOA 12-0208.14 47 x 93 40 Fixed Window Mulled FL 15920.1 16 x 93 d- co 41 Fixed Window Mulled FL 15920.1 67 x 19 4 Not Replacing ' M 42 Single Hung Window NOA 12-213.05 37 x 38 E 43 XX Outswing Door NOA 12-0208.05 71 x 80 3 2 1 44 Single Hung Window NOA 12-0213.05 37 x 38 45 X Outswing Door NOA 12-0208.05 38 x 85 '~ 46 Single Hung Window Mulled NOA 12-0213.05 39 x 82 ` 47 Single Hung Window Mulled NOA 12-0213.05 39 x 82 - ^(;res V llage 48 Single Hung Window Mulled NOA 12-0213.05 39 x 82 - `r--- 49 Single Hung Window Mulled NOA 12-0213.05 39 x 82 °' ►�1 rk.�.,r ' r' GALE: ETE�IPE9T.WM �2. lav-�� BY D:'�?E 8�: +� a - - 50 Single Hung Window Mulled NOA 12-0213.05 39 x 82 % �^'ST�) 2 vDvc ! NOT TO SCALE 51 Single Hung Window Mulled NOA 12-0213.05 39 x 82 l oA�. 52 Single Hung Window NOA 12-0213.05 33 x 44 �I��QS S CITY ? r, Z �� Feb 03, 2015 53 Single Hung Window NOA 12-0213.05 33 x 44 ,21 u _ P"°E°eSC"""'°"_ 54 Single Hung Window NOA 12-0213.05 37 x 44 ` _ Site Plan 55 Single Hung Window NOA 12-0213.05 25 x 37 r`i A'j I PAGE: OF3 56 XX Outswing Door NOA 12-0208.05 45 x 97 57 Single Hung Window NOA 12-0213.05 24 x 41 c0p; y Window and Door Schedule • ••• • • • • ... 0 # Window/Door Type Approval Size 0 58 Single Hung Window Mulled NOA 13-0122.03 34 x 64 72 73 74 75 76•:77'; •. '•' "' 59 Fixed Window Muled FL 15920.1 34 x 17 •' 0 60 Single Hung Window Mulled NOA 13-0122.03 34 x 64 •' "' ••• "0 61 Fixed Window Muled FL 15920.1 34 x 17 71 Bath 78 i? 62 Single Hung Window Mulled NOA 13-0122.03 34 x 64 63 Fixed Window Muled FL 15920.1 34 x 17 •• 64 X Casement Window FL 16132.1 38 x 55 70 : : ; •• eu C� 65 X Casement Window FL 16132.1 38 x 55 66 X Casement Window Mulled FL 16132.1 23 x 48 69 0 67 Fixed Casement Window Mulled FL 16220.1 44 x 48 Q 68 X Casement Window Mulled FL 16132.1 23 x 48 81 00 69 X Casement Window Mulled FL 16132.1 23 x 48 r 0 70 Fixed Casement Window Mulled FL 16220.1 44 x 48 82 71 X Casement Window Mulled FL 16132.1 23 x 48 4r 72 Fixed Window FL 15920.1 56 x 48 68 73 X Casement Window Mulled FL 16132.1 19 x 48 0 74 Fixed Casement Window Mulled FL 16220.1 44 x 48 67 "" L 75 X Casement Window Mulled FL 16132.1 19 x 48 $3 C 1 76 X Casement Window Mulled FL 16132.1 28 x 48 66 oom 77 X Casement Window Mulled FL 16132.1 28 x 48 M' 84 M 78 X Casement Window Mulled FL 16132.1 23 x 53 � V 79 Fixed Casement Window Mulled FL 16220.1 46 x 53 80 X Casement Window Mulled FL 16132.1 23 x 53 $5 LL 81 X Casement Window Mulled FL 16132.1 23 x 53p E 82 X Casement Window Mulled FL 16132.1 23 x 53 $6 87 88 01a" 83 X Casement Window Mulled FL 16132.1 23 x 53 65 89 90 91 LA. 84 Fixed Casement Window Mulled FL 16220.1 46 x 53 Master Bedroom 85 X Casement Window Mulled FL 16132.1 23 x 53 L� 86 X Casement Window Mulled FL 16132.1 23 x 53 Suite 109 87 Fixed Casement Window Mulled FL 16220.1 46 x 53 00 88 X Casement Window Mulled FL 16132.1 23 x 53 CY) 89 X Casement Window Mulled FL 16132.1 23 x 53 0 .�. M 90 Fixed Casement Window Mulled FL 16220.1 46 x 53 Egress NM 91 X Casement Window Mulled FL 16132.1 23 x 53 92 93 cc (n LL 92 Single Hung window Mulled NOA 13-0122.03 34 x 64 93 Fixed Window Muled FL 15920.1 34 x 17 0) 94 Single Hung window Mulled NOA 13-0122.03 34 x 64 s 95 Fixed Window Muled FL 15920.1 34 x 17 (D Z 109 Single Hung Window NOA 12-0213.05 23 x 45 94 95 •V 60 , 62 60 58 c6 63 61 59 COPYMHT C-TEMPEST.COM SCALE: NOT TO SCALE DATE: Feb 05, 2015 PAGE DESCRIPTION: Site Plan PAGE: OF 4 2 • ... E Window and Door Schedule ••' ' • a # Window/Door Type Approval Size • c 96 Single Hung Window NOA 12-0213.06 36 x 36 of ••• fee• 97 Single Hung window Mulled NOA 12-0213.05 36 x 36 98 Single Hung window Mulled NOA 12-0213.05 36 x 36 ••• , 99 Single Hung window Mulled NOA 12-0213.05 36 x 36 00 100 Single Hung window NOA 12-0213.0 16 x 36 0 : ;• •, 101 X Outswing Door NOA 12-0208.14 32 x 78 •• •.• • 102 X Outswing Door NOA 12-0208.14 34 x 81 407 108 103 X Outswing Door NOA 12-0208.14 38 x 81 104 Single Hung window NOA 12-0213.0 53 x 50 r-4 t 105 Single Hung window NOA 12-0213.1 24 x 54 106 Single Hung window NOA 12-0213.2 24 x 54 Storage s �L , �os 1 os 0 � - 107 Single Hung window Mulled NOA 12-0213.05 46 x 38 96 "a 108 Single Hung window Mulled NOA 12-0213.05 46 x 38 � > G3 � r104 97 to � u q � LZ CC; Work Shop Bath 98 �&W � Room 99 u. ' 100 103 eo Egress C''2 102 101 a) M �' `L^ V CA Ll_ coj rW Z i �• V! Well c •E Cc_ G COPY10CM LInWE"'CoM NOT TO SCALE M Feb 05, 2015 AGE DESCR-TIM. Site Plan PAGE: r4 3 Florida Window and Door Co. 7108 Fairway Drive,Suite 120 Tel.(561)848-4900 Palm Beach Gardens,FL 33418 flor rlawinclawan!door.com Property Information Building Information Owner: Michelle Canero Wind Zone: 175 MPH. Address: 384 NE 94 Street Exposure Category: C Miami Shores,FL 33138 Minimum Building Dimension: 40 ft. Mean Roof Height: 28 ft. Risk Category: II Design Pressure Calculations Ope �be]r [---z- I Location Device Device Device Max Positive Max Negative Numone Width(in) Height(in) Elevation(ft) Pressure(pst) Pressure(psf) - ------ �End 45 97 7 42.4 -54.6 2 End 45 97 7 42.4 -54.6 ............ ..... 3 End 45 97 7 42.4 -54.6 4 End 45 78 7 43.0 -55.9 5 End 45 78 7 43.0 -55.9 6 End 33 36 7 45.7 -61.2 7 End 38 55 7 44.6 -58.9 8 End 38 55 7 44.6 -58.9 9 End 38 55 7 44.6 -58.9 10 End 38 55 7 44.6 -58.9 11 End 26 36 7 _ 45.7 61.2 12 End 38 55 7 44.6 _ -58.9 13 End 38 55 7 44.6 -58.9 i 14 End 39 55 7 44.5 -58.8 15 End - 39 - -55 - 7 - - 44.5 58.8 16 End 55 85 7 42.2 -54.2 17 End 16 93 7 43.6 -57.0 18 - End - 47 - 93 7 42.4 -54.6 19 End 16 93 7 - 43.6 -57.0 _20 End 67 19 -7 45.6 - 60.9...... 21 End 16 93 -7 43.6 -57.0 22 End 47 93 7 42.4 -54.6 ........._ _ - - 23 End 16 93 7 43.6 -57.0 - 24 End 67 19 7 45.6 -60.9 25 End -- 16 93 7 43.6 -57.0 - J FEB I.3�20�, ��o C-r,-q � 3 (9.jCe. � 1 -- - Page I of 5 -rj f L/L ZLt tL Z r Florida Window and Door Co. 7108 Fairway Drive,Suite 120 T4 X561)848-4900 Palm Beach Gardens,FL 33418 floridawindowanddoor.corn Property Information Building Information Owner: Michelle Canero Wind Zone: 175 MPH. Address: 384 NE 94 Street Exposure Category: C Miami Shores,FL 33138 Minimum Building Dimension: 40 ft. Mean Roof Height: 28 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 26 End 47 93 7 42.4 -54.6 27 End 16 93 7 43.6 -57.0 28 End 67 19 7 45.6 -60.9 29 End 16 93 7 43.6 -57.0 -30 End - 47 93 -7 42.4 -- - 54.6 31 End 16 93 7 43.6 -57.0 32 End 67 19 7 45.6 -60.9 -33 End 16 -- 93 - 7 43.6 57.0 35 End 16 93 7 43.6 -57.0 36 End 47 93 7 42.4 -54.6 _ . _ 36 End 45 97 7 42.4 -54.6 37 End 22 30 7 45.7 61.2 38 End 16 93 7 43.6 -57.0 39 End 47 93 7 42.4 -54.6 40 End - 16 -- 93 -7 - 43.6 57.0 f 41 - End 67- - - 19 - -- 7 - 45.6 60.9 42 End 37 38 7 45.7 -61.2 43 End 71 - 80 - - 7 - 41.6 - -53.0 44 End 37 38 7 45.7 -61.2 45 End 38 85 7 43.3 -56.4 46 End 39 82 7 43.3 -56.4 47 End 39 82 7 43.3 -56.4 48 End 39 82 7 43.3 -56.4 49 End 39 82 7 43.3 -56.4 50 End 39 82 7 43.3 -56.4 g l 3 2215 ' 1 I I Page 2 of 5 • " ! n�Grrffin Ill PE #38641 Av-., 561-249-1212 L-4vi c,, : .. oa 33412 1 Florida Window and Door Co. 7108 Fairway Drive,Suite 120 Tel.(561)848-4900 Palm Beach Gardens,FL.33418 tlor dawind \�,landdoor-.c(aiii Property Information Building Information Owner: Michelle Canero Wind Zone: 175 MPH. Address: 384 NE 94 Street Exposure Category: C Miami Shores,FL 33138 Minimum Building Dimension: 40 ft. Mean Roof Height: 28 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive x Negative Numbeg Zone Width(in) Height(in) Elevation(ft) PresMasure(psf) Pressure 51 End 39 82 7 43.3 -56.4 52 End 33 44 7 45.7 -61.1 53 End 33 44 7 45.7 -61.1 54 End 37 44 7 45.3 -60.4 55 End 25 37 7 45.7 -61.2 56 End 45 97 7 42.4 -54.6 57 End 24 41 7 45.7 -61.2 57 End 24 54 7 45.7 -61.2 58 End 34 64 7 44.4 -58.7 59 End 34 17 7 45.7 -61.2 60 End 34 64 7 44.4 -58.7 61 End 34 17 7 45.7 -61.2 62 _ End 34....._ 64 -7 44.4 58.7 63 End 34 17 14 45.7 -61.2 64 End 38........ 5514 44.6 -58.9 65 End 38 55 14 44.6 -58.9 66 End 23 48 14 45.7 -61.2 67 End 44 48 14 44.5 -58.9 68 End 23 48 14 45.7 -61.2 69 End 23 48 14 45.7 -61.2 70 End 44 48 14 44.5 -58.9 71 End 23 48 14 45.7 -61.2 72 End 56 48 14 43.8 -57.5 73 End 19 48 _ 14 45.7 -61.2 74 End 44 _ 48 14 44.5 58.9 13 Z015- Page 3 of 5 A H John Griffin II PE #38641 `-3379 SW 61 Ave, 561-249-1212 'iavle, Florida 33412 Florida Window and Door Co. 7108 Fairway Drive,Suite 120 Tel.(561)848=4900 Palm Beach Gardens,FL 33418 flor dawindowanddoor.com Property Information Building Information Owner: Michelle Canero Wind Zone: 175 MPH. Address: 384 NE 94 Street Exposure Category: C Miami Shores,FL 33138 Minimum Building Dimension: 40 ft. Mean Roof Height: 28 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) i Pressure(psf) 75 End 19 48 14 45.7 -61.2 76 End - 28 48 14 45.7 - -61.2 77 End 28 48 14 45.7 -61.2 78 End 23 53 14 45.7 -61.2 79 End 46 53 14 44.1 -58.0 80 End 23 - 53 14 45.7 61.2 81 End 23 53 14 45.7- -- 61.2 82 End 23 53 14 45.7 -61.2 83 End 23 53 - 14 45.7 -61.2 84 End 46 - 53 14 -- 44.1 58.0 -85 End - 23 - 53 14 45.7 - - 61.2 86 End 23 - 53 14 45.7 -61.2 87 End 46 -- - 53 _14 - 44.1 -58.0 88 End 23 53 14 45.7 -61.2 89 End 23 53 14 45.7 61.2 90 End 46 53 14 44.1 -58.0 91 End 23 53 14 45.7 -61.2 92 End 34 64 14 44.4 -58.7 93 End 34 17 14 45.7 -61.2 94 End - 34 .. 64 - 14 - 44.4 58.7 95 End 34 17 14 45.7 -61.2 96 End 34 36 7 45.7 -61.2 97 End 36 36 7 - 45.7_ 61.2 98 End 36 36 7 -- -- 45.7_ 61.2 99 End - 36 36 -_ 7 - 43 7 -61.2 FEB 1,3 2015 - -Page 4 of 5 ------ --��- - hr• Griffin II PE #3864' / y�4 S J 1 (-.1A.-e, 561-249-121.2 Davie, Fiurida 33412 Florida Window and Door Co. 7108 Fairway Drive,Suite 120 Tel.(561)848-4900 Palm Beach Gardens,FL 33418 floriclawindowanddoor--om Property Information Building Information Owner: Michelle Canero Wind Zone: 175 MPH. Address: 384 NE 94 Street Exposure Category: C Miami Shores,FL 33138 Minimum Building Dimension: 40 ft. Mean Roof Height: 28 ft. Risk Category: 11 Design Pressure Calculations Opening '[:L�ocation Device Device Device Max Positive F—Max Negative umb Zone e r ] Width(in) Height(in) JL Elevation(ft) Pressure(psf) IL Pressure(psf) j 100 End 16 36 7 45.7 -61.2 101 End 32 78 7 44.0 -57.9 102 End 34 81 7 43.8 -57.3 103 End 38 81 7 43.4 -56.6 104 End 53 50 7 43.9 -57.5 105 End 24 54 7 45.7 -61.2 106 End 24 54 7 45.7 -61.2 _1111 107 End 46 38 7 45.1 -60.0 108 End 46 38 7 45.1 -60.0 111.111.11,11.1...................- 109 End 23 45 7 45.7 -61.2 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components x.00aldi gg. rida Eudding Code 2010 ed. '0 Page 5 of 5 n fEE1415015 PE #38641 9 v W 61 Ave, 561-249-1212 ie, r-�.(ji Ida 33412 Michelle Canero Florida Window and Door Co Tel. (561)848-4900 384 NE 94 Street 11360 NW Jog Rd,#102 Fax(561)624-8037 Miami Shores, Florida 33138 Palm Beach Gardens, FL 33418 floridawindowanddoor.com Comparison Chart Design Pressures # Window/Door Type Approval Size Opening Product 1 XX Outswing Door NOA 12-0208.14 45 x 97 42.4 54.6 58 80 2 XX Outswing Door NOA 12-0208.14 45 x 97 42.4 54.6 58 80 3 XX Outswing Door NOA 12-0208.14 45 x 97 42.4 54.6 58 80 4 Single Hung Window NOA 12-0213.05 45 x 78 43 55.9 80 80 5 Single Hung Window NOA 12-0213.05 45 x 78 43 55.9 80 80 6 Single Hung Window NOA 12-0213.05 33 x 36 45.7 61.2 80 80 7 X Casement Window FL 16132.1 38 x 55 44.6 58.9 70 75 8 X Casement Window FL 16132.1 38 x 55 44.6 58.9 70 75 9 X Casement Window FL 16132.1 38 x 55 44.6 58.9 70 75 10 X Casement Window FL 16132.1 38 x 55 44.6 58.9 70 75 11 Single Hung Window NOA 12-0213.05 26 x 36 45.7 61.2 80 80 12 X Casement Window FL 16132.1 38 x 55 44.6 58.9 70 75 13 X Casement Window FL 16132.1 38 x 55 44.6 58.9 70 75 14 Single Hung Window NOA 12-0213.05 39 x 55 44.5 58.8 80 80 15 Single Hung Window NOA 12-0213.05 39 x 55 44.5 58.8 80 80 16 XX Outswing Door NOA 12-0208.14 55 x 85 42.2 54.2 58 80 17 Fixed Window Muled FL 15920.1 16 x 93 43.6 57 70 70 18 XX Outswing Door NOA 12-0208.14 47 x 93 42.4 54.6 58 80 19 Fixed Window Muled FL 15920.1 16 x 93 43.6 57 70 70 20 Fixed Window Muled FL 15920.1 67 x 19 45.6 60.9 70 70 21 Fixed Window Muled FL 15920.1 16 x 93 43.6 57 70 70 22 XX Outswing Door NOA 12-0208.14 47 x 93 42.4 54.6 58 80 23 Fixed Window Muled FL 15920.1 16 x 93 43.6 57 70 70 24 Fixed Window Muled FL 15920.1 67 x 19 45.6 60.9 70 70 25 Fixed Window Muled FL 15920.1 16 x 93 43.6 57 70 70 26 XX Outswing Door NOA 12-0208.14 47 x 93 42.4 54.6 58 80 27 Fixed Window Muled FL 15920.1 16 x 93 43.6 57 70 70 28 Fixed Window Muled FL 15920.1 67 x 19 45.6 60.9 70 70 29 Fixed Window Muled FL 15920.1 16 x 93 43.6 57 70 70 30 XX Outswing Door NOA 12-0208.14 47 x 93 42.4 54.6 58 80 31 Fixed Window Muled FL 15920.1 16 x 93 43.6 57 70 70 32 Fixed Window Muled FL 15920.1 67 x 19 45.6 60.9 70 70 33 Fixed Window Muled FL 15920.1 16 x 93 43.6 57 70 70 34 XX Outswing Door NOA 12-0208.14 47 x 93 42.4 54.6 58 80 35 Fixed Window Muled FL 15920.1 16 x 93 43.6 57 70 70 36 Fixed Window Muled FL 15920.1 67 x 19 45.6 60.9 70 70 37 Single Hung Window NOA 12-0213.05 22 x 30 45.7 61.2 80 80 38 Fixed Window Muled FL 15920.1 16 x 93 43.6 57 70 70 39 XX Outswing Door NOA 12-0208.14 47 x 93 42.4 54.6 58 80 40 Fixed Window Muled FL 15920.1 16 x 93 43.6 57 70 70 41 Fixed Window Muled FL 15920.1 67 x 19 45.6 60.9 70 70 Michelle Canero Florida Window and Door Co Tel. (561)848-4900 384 NE 94 Street 11360 NW Jog Rd,#102 Fax(561)624-8037 Miami Shores, Florida 33138 Palm Beach Gardens, FL 33418 floridawindowanddoor.com Comparison Chart Design Pressures # Window/Door Type Approval Size Opening Product 42 Single Hung Window NOA 12-213.05 37 x 38 45.7 61.2 80 80 43 XX Outswing Door NOA 12-0208.05 71 x 80 41.6 53 58 80 44 Single Hung Window NOA 12-0213.05 37 x 38 45.7 61.2 80 80 45 X Outswing Door NOA 12-0208.05 35 x 85 43.3 56.4 58 80 46 Single Hung Window Mulled NOA 12-0213.05 39 x 82 43.3 56.4 80 80 47 Single Hung Window Mulled NOA 12-0213.05 39 x 82 43.3 56.4 80 80 48 Single Hung Window Mulled NOA 12-0213.05 39 x 82 43.3 56.4 80 80 49 Single Hung Window Mulled NOA 12-0213.05 39 x 82 43.3 56.4 80 80 50 Single Hung Window Mulled NOA 12-0213.05 39 x 82 43.3 56.4 80 80 51 Single Hung Window Mulled NOA 12-0213.05 39 x 82 43.3 56.4 80 80 52 Single Hung Window NOA 12-0213.05 33 x 44 45.7 61.1 80 80 53 Single Hung Window NOA 12-0213.05 33 x 44 45.7 61.1 80 80 54 Single Hung Window NOA 12-0213.05 37 x 44 45.3 60.4 80 80 55 Single Hung Window NOA 12-0213.05 25 x 37 45.7 61.2 80 80 56 XX Outswing Door NOA 12-0208.05 45 x 97 42.4 54.6 58 80 57 Single Hung Window NOA 12-0213.05 24 x 41 45.7 61.2 80 80 58 Single Hung Window Mulled NOA 13-0122.03 34 x 64 44.4 58.7 80 80 59 Fixed Window Muled FL 15920.1 34 x 17 45.7 61.2 70 70 60 Single Hung Window Mulled NOA 13-0122.03 34 x 64 44.4 58.7 80 80 61 Fixed Window Muled FL 15920.1 34 x 17 45.7 61.2 70 70 62 Single Hung Window Mulled NOA 13-0122.03 34 x 64 44.4 58.7 80 80 63 Fixed Window Muled FL 15920.1 34 x 17 45.7 61.2 70 70 64 X Casement Window FL 16132.1 38 x 55 44.6 58.9 70 75 65 X Casement Window FL 16132.1 38 x 55 44.6 58.9 70 75 66 X Casement Window Mulled FL 16132.1 23 x 48 45.7 61.2 70 75 67 Fixed Casement Window Mulled FL 16220.1 44 x 48 44.5 58.9 70 75 68 X Casement Window Mulled FL 16132.1 23 x 48 45.7 61.2 70 75 69 X Casement Window Mulled FL 16132.1 23 x 48 45.7 61.2 70 75 70 Fixed Casement Window Mulled FL 16220.1 44 x 48 44.5 58.9 70 75 71 X Casement Window Mulled FL 16132.1 23 x 48 45.7 61.2 70 75 72 Fixed Window FL 15920.1 56 x 48 43.8 57.5 70 70 73 X Casement Window Mulled FL 16132.1 19 x 48 45.7 61.2 70 75 74 Fixed Casement Window Mulled FL 16220.1 44 x 48 44.5 58.9 70 75 75 X Casement Window Mulled FL 16132.1 19 x 48 45.7 61.2 70 75 76 X Casement Window Mulled FL 16132.1 28 x 48 45.7 61.2 70 75 77 X Casement Window Mulled FL 16132.1 28 x 48 45.7 61.2 70 75 78 X Casement Window Mulled FL 16132.1 23 x 53 45.7 61.2 70 75 79 Fixed Casement Window Mulled FL 16220.1 46 x 53 44.1 58 70 75 80 X Casement Window Mulled FL 16132.1 23 x 53 45.7 61.2 70 75 81 X Casement Window Mulled FL 16132.1 23 x 53 45.7 61.2 70 75 82 X Casement Window Mulled FL 16132.1 23 x 53 45.7 61.2 70 75 Michelle Canero Florida Window and Door Co Tel. (561)848-4900 384 NE 94 Street 11360 NW Jog Rd,#102 Fax (561)624-8037 Miami Shores, Florida 33138 Palm Beach Gardens, FL 33418 floridawindowanddoor.com Comparison Chart Design Pressures # Window/Door Type Approval Size Opening Product 83 X Casement Window Mulled FL 16132.1 23 x 53 45.7 61.2 70 75 84 Fixed Casement Window Mulled FL 16220.1 46 x 53 44.1 58 70 75 85 X Casement Window Mulled FL 16132.1 23 x 53 45.7 61.2 70 75 86 X Casement Window Mulled FL 16132.1 23 x 53 45.7 61.2 70 75 87 Fixed Casement Window Mulled FL 16220.1 46 x 53 44.1 58 70 75 88 X Casement Window Mulled FL 16132.1 23 x 53 45.7 61.2 70 75 89 X Casement Window Mulled FL 16132.1 23 x 53 45.7 61.2 70 75 90 Fixed Casement Window Mulled FL 16220.1 46 x 53 44.1 58 70 75 91 X Casement Window Mulled FL 16132.1 23 x 53 45.7 61.2 70 75 92 Single Hung window Mulled NOA 13-0122.03 34 x 64 44.4 58.7 80 80 93 Fixed Window Muled FL 15920.1 34 x 17 45.7 61.2 70 70 94 Single Hung window Mulled NOA 13-0122.03 34 x 64 44.4 58.7 80 80 95 Fixed Window Muled FL 15920.1 34 x 17 45.7 61.2 70 70 96 Single Hung Window NOA 12-0213.06 34 x 36 45.7 61.2 80 80 97 Single Hung window Mulled NOA 12-0213.05 36 x 36 45.7 61.2 80 80 98 Single Hung window Mulled NOA 12-0213.05 36 x 36 45.7 61.2 80 80 99 Single Hung window Mulled NOA 12-0213.05 36 x 36 45.7 61.2 80 80 100 Single Hung window NOA 12-0213.0 16 x 36 45.7 61.2 80 80 101 X Outswing Door NOA 12-0208.14 32 x 78 44 57.9 58 80 102 X Outswing Door NOA 12-0208.14 34 x 81 43.8 57.3 58 80 103 X Outswing Door NOA 12-0208.14 38 x 81 43.4 56.6 58 80 104 Single Hung window NOA 12-0213.0 53 x 50 43.9 57.5 80 80 105 Single Hung window NOA 12-0213.1 24 x 54 45.7 61.2 80 80 106 Single Hung window NOA 12-0213.2 24 x 54 45.7 61.2 80 80 107 Single Hung window Mulled NOA 12-0213.05 46 x 38 45.1 60 80 80 108 Single Hung window Mulled NOA 12-0213.05 46 x 38 45.1 60 80 80 109 Single Hung Window NOA 12-0213.05 23 x 45 45.7 61.2 80 80 MIAMI- MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERIL) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade eov/per, T.1VL Windows,LLC. 601 N.W.le Ave. Pompano Beach,FL 33069 SCOPE: 'Phis NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or••material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, ' chid' the Hi VelocityHurricane Zone. DESCRIPTION:Series-249 Aluminum Out"dng Doors w/wo Sidelites-L.M.I. APPROVAL DOCUMENT:Drawing No.W11-03 Rev B,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.I.)",sheets l through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on APR IS, 2012,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceytance number and approval date by the Miami-Dade County Product Control Section. MISSELZ IMPACT RATING:Large and Small Missile Impact Resistant Limbatiion: 1. See sheet 5 for single or double Door Design Pressure(DP)rating Vs glass type and/or threshold type (Exterior(+)water limit) 2. " See sheet 6 for Stationary unit or doors w/sidelite DP rating Vs glass type and/or threshold type.Lower DP rating of Doors or Sidelites shall control when combined together. 3. See sheet 4 for Single Door w/SHW design pressure rating Vs glass type and/or threshold type,limited to single door application only. . LABELING:Each unit shall bear a permanent label wit-t the manufacturer's name or logo,city,state and series and following statement: "Miamlade County Product Control Approved",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 produc L 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, their 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#11-0218.05 and consists of this page I and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No 12-0208.14 Expiration Date:April 21,2016 Approval Date: May 03,2012 rage T.M.Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(transferred from file#11-0218.05) 2. Drawing No.W1 1-03 Rev B,titled"Series-249 Alum Out-swing Door w/Sidelites(L.M.I.)", sheets 1 through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on APIC 18,2012,signed and sealed by Javad Ahmad,P.E. Note:This revision consists of FBC 2010 notes only. B. TESTS(transferred from file#11-0218.05) 1. Test reports on.: 1)Air Ini3ltration Test,per FBC,TAS 202-94 2)Uniform S"atic Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing doors w/wo Sidelites(samples A-1 tbru F=1),prepared by Fenestration Testing lab,Inc.,Test Report No. FTL-6168,dated 12/14/2010,witnessed by Jorge A.Causo,P. E. and signed and sealed by reviewing engineer Marlin D. Brinson,P.E. Note:This test report has an addendum letter dated March 28,2011,issued by Fenestration Testing lab,Inc.,signed and sealed by reviewing engineer Marlin D. Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural.analysis,complying with FBC-2007, prepared by Al Farooq Corporation,dated 02/17/11 and last revised on 04/01/11, signed and sealed by Javad Ahmad,P.E. (submitted under file# 11-0218.05) 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade.Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-062 1.02 issued to E.I. DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Glass interlayer 0",expiring on 01/14/17. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their"Saflex Clear or colored interlayer",expiring on 05/21116. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no financial interest,prepared by Al Farooq Corporation,01/19/12,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest,prepared by Al-Farooq Corporation,02/17/11,signed and sealed by Javad Ahmad;P.E.(submitted under file# 11-0218.05) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA# 11-0218.05,expiring on April 21,2016. 2. Test proposal# 10-0017,dated 01/06/10 and e-mail test revision dated Oct 06,2010 approved by BCCO. Ishaq 1.Chanda,P.E. Product Control Examiner NOA No 12-0208.14 Expiration Date:April 21,2016 Approval Date: May 03,2012 E-1 • HEAD/SILL ANCHORS AT STILE ENDS ` 41 7/8' (8)AT 3'O.C. 8O" Iv FRAME WIDTH FRAME WIDTH Z 8'MAX. 3' 0 -I 6"MAX. 18'MAX. SURFACE APPLIED HEAD/SILL HW/SILL HEAD/SNL FALSE!.N!?WS CORNERS FIEAD/SILL yyyppp CORNERS A MAY BE USED A -- \ HINGE OPTIONS / I N, II g yy \ I SEE SHEET 5 I 1N, \ $ g d \LOCK OPTIONS I 11 / iv m SEE SHEET 8 i LOCK OPTIONS— SEE PTIONS SEE SHEET 6 B 'V I I1 gI ACC D.LO DIMS. LL4 .—i INACTIVE n _ ACtIVE --T• Z a D.LO. HEIGHT (DOOR do SIOELITE) FRAME HEIGHT - 14.875" y �i ~1D D.LO. WIDTH (X DOORS k 0 PANELS) a FRAME WIDTH - 11.875" �� - D.L.D. WIDTH (XX DOORS) a (FRAME WIDTH 20')/2 30' 3O" 29 7/8" D.L OPG. OT OPO. D.L. 38 5/8' 38 5/8" LEAF WIDTH LEAF WIDTH 38 8/8• e_ DTH SERIES-249 ALUMINUM FRENCH DODR W/ SIDELITES TYPICAL ELEVATION TYPICaLEVATION E SERIES-249 APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS ( X ) { XX ) AMitb'tgwNYl4eFM19e WITH OR WITHOUT SIDELITES. �MOOO' SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. 3TNGLR LRAIr DOOR DUAL LFAF DODI SEE SHEET 8 FOR DESIGN LOAD CAPACITIES. c l DOOR OPTIONS 1SG✓i THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ' REQUIREMENTS OF THE FLORIDA KALOING CODE INCLUDING HIGH VELOCITY HURRKJANE ZONE (HVHZ). - BY OR 29Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY Y TO TRANSFER LOADS TO THE STRUCTURE. ODORS/SIOELTIES p17E RATED FOR LARGE AND SMALL MISSILE IMPACT. 2`:•'R yg,'w ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS,ANCHORS SHUTTERS ARE NOT REQUIRED. .Ftr:.PE�70'T92 .- EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALT. DRESSING OR STUCCO. C.A.N. y38 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 4' I 8 NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drowinq no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT p �. N/1 1-03 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE - AP .,1,8:F•Q1 ': REQUIREMENTS OF THE FLORIDA BLOD.CODE SECTION 2003.8.4. F• sheet. T oft ANCHORS AT MULLION HEAD/SILL ANCHORS AT 4'•7'a t0"FROM ENO OF AT S LE ENOS FRAME AT DOOR AND SIDELRES FRAME WIDTH (8)AT 3'O.C. TYP.AT HEAD/SILL 1 1/4'MAX 1 1/4"MAX 41 7/8' 80"MAX. SIDEUTE FRAME WIDTH XX DOOR FRAMF Vol SI FRAME WIDTH 6'MAX. 3" 15'MAX. SURFACE APPLIED HEAD/SILL TYP. HEAD SILL FALSE MUNtINS CORNERS F A — __ — MAY SE USED Qi ��'• . n n HINGE OPTIO45 I \ It it LL SEE SHEET/b 1 1 M C X LOCK OPTIONS I H II • I Ps' \\SEE SHEET 5 u � I �j i i 333 0 G B INACTIVE II ACTIVE—LLj T r17---r--F — _L i D.L.OPO. D.L.OPG. D.L.OPG. D.L.OPO. - 38 5/8" 38 1/8" LEAF WIDTH 38 5/8- LEAF MOTH LEAF WIDTH LEAF WIDTH Mi0Mwt1M �$ TYPICAL ELEVATION IEsMr�/1w ( OXXO ) vw ^a WITH PANEL SIDELITE3 S �m SIDELITE OPTIONOPTION b FIA'Pe70tt$1. yg `C.a.N.IllQ,8 S 4 3,fit t " �� drawing no. 8' ahee of • HEAD/SILL ANCHORS ANCHORS AT MULLION AT 4',"Q NO°FROM END OF (6 STILE ENDS AT AT DOOR AND SOELITES c (8)AT 3"O.C. TYP.AT HEAD/SILL FRAME WON N Z 48 s/,B• w MAX. F , B"MAX. 3" XX DOOR FRAME WI H NEAD/SIIl P. 15•MAX. SURFACE APPLIED CORNERS HEAD SILL FALSE MUNDNS K A --- MAY BE USED ,. 1 u u g4 \\ LOCK OPTIONS I SEE SHEET \\ I = '{y== \ i = JRR L B � moo Hma RNACTIVE ACTIVE - I 75/8" 30• as �/8. NIs9� �D.L. OPD. .L0 SIOELITE WIDTH LEAF WROTH 38 5/8" ( ' LEAF WIOTH •J` T$ iYPICAI ELEVATION 8 ( OXXO ) 'd �s WITH DIRECT SET SIDE nS O<m ' 4 SIDEL�TE OPTIONOPTION $V-JAVAD AHNP,' b Q. 338 4AW 'z012 ahaeE 3 0 p 1 41 731' WIDTH g ; FRAME WIDTH WINDOW WIDTH 28" 6'MNL(. 15"MAX. D.L.OPO. (FIXED) HEAD SILL HEAD SL L CORNERS t-A-1-N 10 01X2• 5"MAX. HED➢ HEAD/SILL CORNERS g 1 FI q^ 09 14 c VENT WIDTH � � z 3 1 14 4 � � aD" NOTE: .LDINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. 38 5/B" p = +65 g LEAF'MOTH —80 PSF ' EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD arBOPOC'Ffi1 M pP6k{wdibll!1Me l>Is11h Code TYPICAL ELEVATION LAS y $ X ) FOR DESIGN LOAD CAPACITY SEE SHEET 5 4 u^d SINGLE LEAP DOOR WITH SINGLE HUNG WDW INSERT <m S H WINDQW INSERT OPTION q 'APS �2 g drnwing no. W11-03 Wheat 4 of 1 DOOR FRAME WI21H .- Q � 3 ACTIVE WACINE ACnw I ACTIVE (X (_) el SINGLE LEAF(X)DOORS WITHOUT SIDELITESR DOUBLE;IIAF(XX)DOORB WITHOUT SIDEUIT88 SINGLE LEAP(X)DOORS WITH S.H. INSERT 0 DEMON LOAD CAPACITY – PSP DESIGN LOAD CAPACITY – PSP DESIGN WAD CAPACITY –PSP 01.88 TYP83 43a18S TYPESSS TYPES GLASS TYPOS®DOOR to FRAME WIDTH FRAME MONO R' ' 18,OR'BI, FRAME WIDTH FRAME HEI I•�'0 FRAME WIDTH FRAME HEIGHT 'A,,'AA','B'OR'BL' � INCHES INCHES EXT.(+) •(–) -(+)INT.(–) INCHES INCHES 'EXT,(+) .(–) INCHES INCHES TOO.(+) 1 INT.(–) �F'j� 42 109 60.0 60.0 100.0 L410 80 109 50.0 80.0 42 109 65.0 1 80.0 GLASS TYPE'r 0 S.H.MDT E R STD.THRESHOLD UMR EXT.(+)LOADS TO 68.0 PSF EXf(+)' A80VE .+ LOADS TO 58.0 PIF EXT,(+)LOADS SHOWN ASOVE ARE WITH HIGH THRESHOLD FOR STO,THRESHOLD LIMIT EXT.(+)LOOS TO 38.0 PSF 4 ca g c HINGES: 1TYODU�E H�AHL. flit QPTION #1 STEEL THROW BOLT LACK, KEY OPERATED ON 7-5/8" LANG ALUM BUTT HINGES, AT 12"FROM EACH END A � i EXTERIOR AND THUMB TURN ON INTERIOR AND ONE AT MIDSPAN OF LEAF. tykHl6e5 88 AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM OPTION CONVENTIONAL IOCKSET WITH KNOB, KEY OPERATED ON 3-1/4"LONG ALUM PIVOT HINGES,AT 12"FROM EACH END EXTERIOR AND THUMB TURN ON INTERIOR AND ONE AT MIDSPAN OF LEAF. AT EACH ACTIVE LEAF LOCK STILE, 39-1/2"FROM BOTTOM FASTENED TO FRAME WITH(2) 1/4-20 X 1-1/2" MS S MANUALLY OPERATED CONCEALED FLUSH BOLTS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2" MS AT TOP& BOTTOM OF EACH LEAF LOCK STILE NOTE: (4) AT DOUBLE(XX)DOORS. (2) AT SINOLE(X) DOORS GLASS CAPACITIES ON THIS SHEET ARE -a OPTION &2 SLANTS: BASED ON ASTM E1300--04 (3 SEC. GUSTS)MMISSION TA s MULTI–POINT LACK SYSTEM WITH LEPER HANDLE LOCATED FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED AND FLORIDA BUILDING COo .16 Clem AT 40-1/2' FROM BOTTOM OF ACTIVE LEAF LOCK STILE WITH WHITE COLORED SEALANT. DECLARATORY STATEMENT DCA05-DEC-219 FASTENED WITH (2) #12-28 X 2-1/4'OH MS SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. METALLIC STRIKE PLATE AT 40"FROM BOTTOM E^4T'' b •° OF INACTIVE LEAF LACK STILE FASTENED WITHOML 77pp °, (3) #10 X 1/2" FH SMS CAW, 592'•',T��, h, 1s MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 76-1/2" FROM BOTTOM drawing no. FASTENED WITH (2) /8-32 X 1/2" FH MS ' (FLUSH BOLTS AT TOP At BOTTOM OF ACLNE AND MACINE LEAFS p TO 09 ENGAGED DURING PERIODS OF HURRICANE WARNING) - APR. 8A'IZ� Sh50t or 1B STATIONARY PANEL 0)OR DOORS WITH SID8IMp�S�T W.e{ DESIGN LOAD CAPACITY PSP NOTE: ro PAHEL/OIRECt SET GLASS TYPES GLASS CAPACITIES ON THIS SHEET ARE FRAME HEIGHT DOOR WIDTH SIDELITE WIDTH 'A!.'At','B'08'Bt' BASED ON ASTM E7300-04 3 SEC. GUSTS) INCHES INCHES INCHES Ext. (+) HT.(—) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS—DEC-219 t F 81 4 5o(X* 48 80.0 88.7 I . 41 7/8(X) 88 so(XX) 48 80.0 89.7 9s 41 7/8 IN 48 50.0 89.7 SO(xx) VVV I- 97 41 7/8(X) 42 80.0 79.8 Wi 80(XX) LIU it 797$p 103 41 7/8(X) $ S (Xx) 42 80.0 79.8 STATIONARY 109 41 7/8 80.0 80.o DOOR W. SOEU TE W. SIDEUTE W DOOR W. SIDEUTE W. 50(xx) e�9R gS Ext.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF _ NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. �[ LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. \ \ Li L \ (X000 ) (0x0) $ R 51_ OE, LITE W. DOOR (% ) -SIDELITE W. ODOR W. DIRECT SET SIDEURE WIDTH OR(X13 4N Lil L-1 I LAZ// III 1-s/a ACTIVE (oxx) (oxxo) '_^ ( ) s PANEL SIDELITE WIDTH 0 0R WIDTH xxooft"�WIDYR1t7 NRVI8BA °<m 09aw4�"wrleRYs ARM SRI; aflum 004 LEAF IDT. 1-1/4' INACTNE ACTNE Browing no. PANEL SIOEIITE WIDTH DOOR WIDTH ',� ....,,, 11-031 (XX) aFleet 8 o i 3/18'HEAT STREN•D CLASS �u 3/18"HEAT STREN'0 CUSS 1/4-AIR SPACE � 1 3116"HEAT STREN'D GLASS 1/4'AIR SPACE 3/18'HEAT STREN'D CLASS .090 INTERLAYER 3/18"HEAT STREN'D CLASS 3/18'HEAT STREN•D GLASS 090 INTERLAYER SAF--X PVB BY'SOLUTW' 090 INTERLAYER 0 WrERLAYER CE ROS7701 GE 1200 SENTRYCLAS BY'DUPONT' I 3/18"HEAT STREN'0 GLASS SAfLEX PVB BY'SOLUTW' •093ENR MLAS BY'DUPONT' 1/8'HEAT STREN'D GLASS qa a 3/10"HEAT STREN'D OlASS ,Q90 INTERLAYER � jj�ffE SILICONE 3/18"HEAT 5TREN'0 GLASS 3/18'HEAT STREN'D GLASS SILICONE SENTRYOLAS BY'DUPOMT GE ROS7701 SILICONE GE RGS7701 Wy CE 1200 GE RGS7701 CE R0�701 GE 1200 1/8"HEAT STREN•O GLASS GE 1200 � (Q'g SILICONE }oaL( r M (4 g � SPACER ALUMINUM SPACER ALUMNUM $ /8 SMS AT 4-1/2'FROM ENDS AT�/2"FROM ENDS AND 10-1/2'O.C. AND 10-1/2"O.C. EPOM SETTING BLOCK EPOM SETTING BLOCK 1/8'X 3/4'X 4'LONG 1/8"X 3/4'X 4'LANG 2 PER UTE.AT 6"FROM ENDS 2 PER LITE.AT 8"FROM ENDS b QLASS TYPE 'A' GLASS TYPE 'Al! GLASS TYPE 'H' GLASS TYPE 'H1' GLASS TYPE (S.H. WINDOW WITH SINGLE DOM APPLICATION ONLY) GLAZING OPTIONS a a Z .o R GLASS TYPES GLASS TYPES ' =a 'A'OR'B'(ABOVE) 'Al'OR'81' (ABOVE) _ SILICONE pp.. SILICONE OGE f FdiS�7701 F S, RGS7701 GE 1200 e j ♦19AP III .wa*APkdk a� GLAZING DETAILS AT SIDELITE a s *,,WfflAH . a FLM. `/r,70593 CS JI ,'Js38 •,11., I; 1221, .:` A TYPICAL ANCHORS EOOE DIST. SEE ELEVATIONS SBY WOOD BUCK FOR SPACING EDGE DIST. (SEE NOTE SHEET 1) By BUCK .• .4-ANCHOR,ORTIOCAnON •. �a+ d�. EDGE DIST. (S� TRUCT� 1) 0 kk N G LL 8 A 1s r, 'a 7 1 18 SEE EUVA CAL IONS S SEE ELEVATIONS LEVANCHORSONS B FOR SPACING FOR SPACING [AND OOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS EOCE METAL UST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM STOX/2 MIN. q4T, TRANSFER THEM TO THE BUILDING STRUCTURE. 91 FPLEN 1RATKIN TYPICAL ANCHORS: see M.FOR BPacINc " (fu-177 KSI,Fy-158 KSS ` n �S INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL AN GRS THRU 1BY BUCKS INTO CONC. OR MASONRY SEE SPACING 1_1/4" MIN. EMBED INTO CONC. OR MASONRY a+ FOR SPACING O DIRECTLY INTO CONIC. OR MASONRY � ��Li - W 1-1/4" MIN. EMBED INTO OONC. OR MASONRY <i ' 4F [kms 1/4" 01A. SELF DRILLING SCREWS (GRADE 8 CRS) It a WINTO MIAMI—DARE COUNTY APPROVED MULLIONS (MIN. THK. "J Z_ •O x INTO METAL STRUCTURES STEEL : 1/8. THK. MIN. (Fy ® 36 KSI MIN.) e ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) OR (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 19 TYPICAL EDGE DISTANC INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE - 1" MIN. 9 INTO METAL STRUCTURE - 3/4" MIN. 3 B � CONCRETE AT HEAD, SILL OR JAMBS Pc 3000 PSI MIN, C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. 1M 9 O !2 IN. 2 R FLUSH BOLT 19 g169UCf 11LVlYli6 �� PENETRATION 2 �`�M!!1��o 18 18 O7 t 2 g 7 11� g d I 1 Y © © 1 i 8 ��aW. K •2 S I I 1 Ji ALTERNATE I I <m ALTERNATE I 8 _ OPERATING UNITS 191L1 ENS ' ° ° , ° TYPICAL ANCHORS °• '.• 'o TYPICAL ANCHORS + ° ° ° TYPICAL ANCHORS° Fu: s 70592 9EE ELEVATIONS SEE fIEVATtONS SEE ELEVATIONS OAN 0.78 g EDGE GIST. FOR SPACING EDGE DIST. SPACING EDGE DIST. FOR SPACING , �. I HIGH THRESHOLD STANDARD THRESHOLD LOW THRESHOLD \ APPR'D FOR WATER RESISTANCE APPR'D FOR WATER RESISTANCE NOT APPR'O FOR WATER RESISTANCE drowillg AO. LIMIT MAX. EXT+)LOADS TO 100.0 PSF(SINGLE DOOR MIT MAX. EXT(+) LOADS TO 58.0 PSF LIMIT MAX. E%T�+) LOADS TO 80.0 PSF(DOU6LE DOOR; ' a '• .B Za}} sheet of 1 3/8'MAX. O 3/B' ALTERNATE SHIM C' O SHIM ANCHOR LOCATIONley AY 3 3 .WOOD BUCK STRUMMTURH F ACTIVE LEAF I TYPICAL ANCHORS TB IB -__- SEE ELEV. •' _- Q FOR 71 r . TYPICAL ANCHORS 21 "m' ..: SEE ELEV. 16 EXTERIOR 8 '{... • ' FOR SPACING D.L.OPG. �. FRAME IAMB LEAF WIDTH DGoa FRAME WIDTH SEE LOCK oPnorls SHEET 5 3/6"MAX. *�* SHIM 3 bi 3/8"MAX. , © MULTIPOINT LOCK—\ � Li SHIM 26Y WOOD LICK •4 l •' _ TYPICAL.ANCHOR$" IN—AL:UVE LEAF ACTIVE LEAF ORD ucTURE � $N FOR SPACING . •j. TB y T6 $a I Y ahILa {} `a .' 21 aT 2T D 4 18 t� 5 g tiff TYPICAL ANCHORS LEAF WIDTH EXTERIOR SEE ELEV. FOR SPACING LEAF WIDTH BUTT HINGES SEE LOCK OPTIONS PHOT HINGES SHEET 8 (SEE HINGE OPTION SHE 5) DOOR FRAME MUM rWouC1'IYGVEYiY as i..wl dK FbeN. kwoftbimNsN O /V OPERATING UN[TS •.moo. b � �4m1P do q comd,4� E�yT38 D2.,� drowin9 no, APR ;..:., ; BW1L1 003 '''•. .. ',�:.2d12. TYPICAL ANCHORS SEE ELEVATIONS ALTERNATE V EDGEGIST, FOR SPACING ANCHOR LOCATION PANEL SIDELITE INSTALLATION DETAILS (a� ALTERNATE a I I JINCHOR..LOCATION • A• ..t 0 I 8 ALT. FRAME JAMB /10% , PH SMS 3/B•NAX.'- AT 4"FROM ENDS—\ O /10 X 3/4"PH SMS AND 16"O.C. MAX. O FS SHIM .� H AT 8"FROM ENDS J lb 1 3 AND 24"O.C.MAX. RS TYPICAL ANCHO SEE ELEV. 78 W FOR i RR ftfl •.4 21 27 O m O - U 18 S EXTERIOR LEAF WIDTH r LEAF WIDTH Z SILICONE BUTT HINGES IpWn PANEL SIDELITE WIDTH P 1/4" DOOR FRAME WIDTH IMYPUC[RtVI4W O 8 8 �y�lywll�l►egwT16 g OR OR E 19 19 ^0 orodleeM� m Y,ftIeAllw ow. a Z9 u^d 18 2 t8 <m © 2 3 ALTERNATE(D' 2 PANEL SIDELITE UNITS JAVAD AMMb e e CWIL•. � � N aP 8 • '•• 3/8"%318" ..' - `ti 's :v a, z•..... � v WEEP$ ... � v • � � i v 1/2"FROM v 0 ° tYPiCAI ANCHORS v EDGE GIST, TYPICAL ANCHORS ' dMwiny n0. ,I'LL ENDS SEE ELEVATIONS SEE ELEVATIONS Z EDGE DIST. FOR SPACING FOR SPACING W1 1-03 PANEL SIDELITE UNIT (STD THRESHOLD) PANEL SIDELITE ,UST (j;jGH THRESHOLDI aPR, ; Q� sheett of t TYPICAL ANCHORS DIRECT SET SIDELITE INSTAj LAnON DETAILc ! EDGE 0157. SEE ELEVATIONS EDGE ; FOR SPACING .• I • 3 _ TYPICAL ANCHORS SEE ELEV. s� I JU FOR SPACING i I 18 �p� RyYo s at M tai Ci ' ° 21 !$y � TT RXTERIOR S G O O.L.OPO. LEAF WIDTH swcoNE PAIOT HINGES �$a DIRECT SET t.ITE WIOTH DOOR FRAME WIDTH ®70 X t"PH SMS AT 4"FROM ENDS AND 16'O.C. MA%. e Ii9YU(:V'NLNIY$p �wiM f1ti i1e116t S 4 ry.f� 8S 6 \ DIRECT SET SIDELITE UNITS ° EDGE DIST. TYP •ANCHORS pp SEE ELEVATIONS O. FOR SPACING drawing no. W11-03 DIRER SET SIDELITE UNITS 1' ahaot o 4.000 •060 1.790 4.000 .082 ` .823 .082 {� o 1.760 2375 .L- 1.750 $ L r 2,375 F .332 1 I A43 O FRAME HEAD 090 © PANEL TGLAZING BEAD 1.843 .149 O saes a SIDELITE HEAD/SILL y 8.250 GW-30769 $ n LR 2125 � L .890 .713 W .082 .125 R.3f0 050 1,468 p O GW 37888 ,572 CEMER HINOE 4A00 1.262 2,125 SIDELITE GLAZING BEAD (INSUL LAM. GLASS) e x•125 - Q PIVOT HINGE I. I IFT-I8.2411 �,7� 1.800 4.0001.500 oJi72 OW 37889-A 250 _ O 19 DOOR BOTTOM RAIL O OUTER HINGE 52.A6 .•125 875 �• TM-29238 DOOR JAMB/SIDELITE FRAME �NGE�N 052 1� 1 s Y BA5499 I- 1.00o 1.376 .. t 750 •825 ® STD. 7ADAPTER •s� 1� MID RAIL CORNER CHANNEL �W a .093 �� A� t�� -� 1.750 3.681 E" LOW THRESHOLD .625 8970.:- cy?� .062 1.030 m ,{_ .,_� 3.678 .839 � • 1.275 4.000 -•�2 ----4A90 OD3 t22. NGE CAP ..250 1.829 2I- 10 DOOR HINGE STILE F H.sps�- 2g HIGH SILL ADAPTER t 885 1-: ® TM-32995 � TM-193 38 � .682 ,126 INSUL GLASS PANEL ADAPTER a.ts7 -� 4.559 .093 G a.s3o TM-194 ©DOOR TOP/BOTTOM RAIL �uyt L n. 1.895 930 TM-32994 g 3.8007.889 .628 I I_ 4 T- -!. .187 .854 8 2.04 1.750 .080 .0,.000 I4.000 I.S7a FRAME SILL (STO.) 'HMULLION SILL COVER .075 ,828 UA5797 19 TM-121A TM-180 �--7S 4•� T525 O ACTIVE LEAF LOCK STILE d TM-172 OB BUTT HINGE rYQfWCT RLvlgw O WEATHER-STRIP ADAPTER 082 � «N►the g<m OW-31826 4.869 .093 475 3.790 .999 �f 4.000 1.287 }� .Or'I CNB. �• �+• ° la 2.40 1 .188 9 B ft pA 792• . , Y .715r .090 I 1.730 1.654 .1268 .062 C-0,N.: ••,.:�'� �. �' 3s 1.799 4.000 62b 2At1 -I -Ln91� ® ® araw�q moo. SIDELITE GLAZING BEAD (LAM. GLASS INACTIVE LEAF LACK STILE REINFORCING BAR ALT. DOOR JAMB/SIDELITE FRAME ALT. FRAME COVER ;` W11-03 TM^157 Q TM-38048 31 TM-182 13A BA aP Y,B sheet Of B ITEMIII PART/ I QUANTITY DESCRIPTION MATERIAL MANP./SUPPLASR/82MARKS I TM-069 1 FRAME HEM 6083-T8 - 2 80797 1 FRAME SILL (STD.) 0063-TB - I j 2A 8970M 1 LOW THRESHOLO 0063-TB - ��" 3 BAS49B 2 FRAME JAMB 6063-TB - Q JA BA AS REOD. ALT,DOOR JAMB/BIDEUTE FRAME1^ T( 0063-Te - �i 1 ,i 38 BA AS RE0i1. ALT,FRAME COYER OOBJ-T8 - � $ 4 TM-172 1 ACTIVE LEAF(LOCK STILE 6863-TB - �" M TM-38048 I WACME LEAF LOCH STILE 6063-TB - "/ 5 TM-32695 1 PANEL HINGE STILE SO83-T6 - a 1t 6 TM-32964 I PANEL TOP/80TFOM RAR 8063-TB - $ F 7 OW 31628 4 WEAIHERSTPoP ADAPTER 8083-T8 END Or DOOR STILES(TOP/SOTTOM) b`�S ® 8 /0 107 3/LEAF BUTT 19N(iE - 6063-T6 SULLIVAN&ASSOC. a BA 3/LEAF PHOT HINGE 6083-TB LAIRA ql 9 OW30769 AS REOD. IDDEM HEAD/SILL 6063-TB I - ID OW 32222 2 DOOR LACK INSERT 0003-TB LOCK STILE 21 11 OW-34806 2/LEAF PRESSURE PLATE-TIE ROD KUMINUM 4"LONG y 12 1 FS 1202 2ALEAF FLUSH BOLT ASSEMBLY ALUMINUM SULLIVAN&ASSOC. a 15 TM-121A AS REDD. W MULLION 806346 TB 32001 AS REO'0. FOAM FILLED BULB W'STRNPWG .187 X.260 T-SLOT FRAME TOP CORNER IDA 32004 AS REOD. MULTI FLAP FOAM FILLED BULB WITINIPINO - SI_DELITF CORNER 188 32011 AS IRMO, I FOAM FILLED BLAB w'STRIPPING - .167 x.xo T-SLAT 17 FOOF 2AXAF I FLUSMSIXT CLAM LOCK STILE ENDS(TOP/BOMM) 6083-76 M&M PLASTICS 19 TM-29236 I PANEL BOTTOM RAIL 0063-T6 - CD 20 AS REDD. 010 x 1/2'r.H,UNDERCUT SMS, STEEL AT FLUSH BOLTS 21 - 2/LEAF 1/2'e THREADED ROD,WASHER&NUT STEEL TGP/BOTTOM END PAU 22 - - DEM BOLT LOCKING HANDLE - KWIK-SEr W 23 - 1 MULTI POINT LACK - ACTIVE LEAF,41'FROM BOTTOM Q T 25 - 38 DUST PLUG(OPTIONAL) PLASTIC DOOR JAMB INSTALL.,SCREW HOLES 28 - AS REDD. 010 x 1"P.H.SMS.(ASSY.SCREW) STEEL DOOR FRAME MEMBERS/MULL CLIPS N _ 26 BA5768 AS RE00. STD.SIJ.ADAPTER 8083-T6 - m 29 DA AS RE00. HIQH SILL ADAPTER(USED WITH STD.SILL) 6063-75 - g� 30 TM-180 1 SILL COVER 8083-TB - F. 2d 31 TM-182 - LOCK STILE REINFORCEMENT 6083-TB - i p gg L31 TM^t87 4 50ELITE OLAZIIKi BFAD IAN.GLASS( ) (1083-TB SLOE LRE GLAZING PERIME710tA - 4 5KXLFTE GLAZING BEM(WSUL UVJ,OlAS2) 8083-TB 810E LRE OWING PERIMETER DOOR LEAF .GRN R TM-155A OPTIONAL PANEL.OLALNO BEAD TM-194 - INSUL.OLASS PANEL ADAPTER 6083-T6 ` DOOR COMPONENTS ivoqucr Rs1v/8RY �+I�s..Qt�r wll94il.lIe16Y i� L�n1kIF�11�1. •/y ^ s .nqr � •A(9A ,A . F C:AN drowinq no. FRAME BOTTOM CORNER MID RAIL CORNER A` W11-03 SINGLE DOOR W/S.H.WOW. APR','82y)Q Bh66t 1 Of 1' TYPICAL ANCHORS EDOfi DIST. SEE ELEVATIONS FOR SPACING AU6RNATE .ANCN.NOCATION .�. II Q Al t6 a 16 t > 6 g10% 1-1/2"FH SMS d! SEE ELEVATIONS FOR SPACING 4 ry I N i I a r DUCT ozvwa wRR IN NIeA1� o 6 lk 40aft OR AqohraAas N. -0 2 �4185 Aft to 16 SINGLE (4) OMRAJ3VG UNITS W/ S.H. WDW 17 0 X SE�ELEVATIONS 2 L FOR SPACING D1 8Lill 1 i a 'A9`•' b �. N \ CML '�Flf-PE i.70943.' n v' < TYPICAL ANCHORS s EOOE DIST. SEE SPACING ELEVATIONS FOR SPACING 1—THRES OLD OPTION aheel 1 of 18 /10 XI Fli SMS -3/0'MAX. OE 1 AAWOONS SP F7 . q,IM P '1 VENT WIDTFI 2BY D BUCK 3 3 OR W000 R 0. PG. a, TYPICAL ANCHORS IB 1 0. 7.1 14. 16 FOR ACING a, . e. 18 EXTERIOR 8 TYPICAL D.L.OPO. (FIXEO) -a1� FOR SPACING S.N.WINDOW WIDTH LEAF WIDTH SHEET ONS DOOR FRAME WIDTHLSEF ; r' M SHEET CK OPTIONS J ' 3/8•M C 3/8, MAX , O SHIM 3 3 IBY ZO METAL •WOOD BUCK d $lRUCTuae ACTIVE LEAF TYPICAL ANCHORS SEE ELEV. FOR SPACING ruAToucT MEVTERB s i p KK ~ rwltl�HwPTegdl. S 21 TYPICAL ANCHORS Eymills C441 f8 EXTERIOR 8 v. FFOORR SSPACING. ;= . D.L. D.L.OPO. S � LEAF WIDTH j d FRAME WIDTH o t m II iw 1 EN°To604.'• .' g 33 CA g78 -' SINGLE OPTING UNITS w/ S H www b � drawing no. W11'-'03 ' aheet 15 DT 16 IT'6M/ PART/ RBQD. DESCRIPTION MATERIAL MANF./SUPPLI9R/REMARKS �u 1.937 346 1.1 CW-31798 1 FRAME WAD 8063-78 - ro •062 2.1 TM-117 2 FRAME JAMB 6063-T6 — .11 -�"— 130 3.1 - 1 FRAME SILL .887 .638 75 6083-T8 IL - 25 J 290^I 4.1 GW-36123 1 FIXED MTC.RAIL 8083-Te - S.1 1M-113 1 STD,PENT TOP RAIL 6053-T8 Q �t.67S 6.1 TM-112 1 VENT BOTTON RAIL 6083-T8 - Q+ 7.1 OW-31802 2 VENT JAMB 6083-76 - 1.1 FRAME HEAD 17.1 FIXED RAIL REINF. g•1 GLASS STOP ANGLE I 8.1 TM-115 2/VENT SPRING LOADED EGRESS LOC(0 8"FROM ENDS 8083-T8 - aL1 2/VENT LATCH LOCK•6'FROM ENDS CAST - A 9.1 - AS REOD. OWING STOP ANGLE ALUMINUM - 560 10.1 - 2 VENT$TOP(9-1/4'LONG) PLASTIC - 11.1 - 2 SPML BALANCE - CALOWELL it ,095 12.1 4 VENT a" PLASTIC 1.000 •080 1.749 2.541 13.1 WV-3045 AS REGO. BULB WEATHERSTRIP VINYL 14,1 W43201 AS NEW. FlN SEAL WEATHERSTRIP WOOL 16.1 W43371 AS REGIO. FIN SEAL WEATHERSTRIP WOOL .937 16.1 - 1 FRAME/VENT ASSEMBLY SCREWS CRS /t0 r V P.H.SMS F-1.683 17.1 - - FlXED RAIL REINFORCING ALUMINUM - 4•t FlXED MEETING RAIL 18.1 DOOR STILE REINF. - DOOR SIDE REINFORCING ALUMINUM - 1 �p S.H. 'WINDOW COMPONENTS 1.760 .696 940 �j�T—pn•q n s .760 .082 •� v 1.I 1i' T— / S 1.121 5 'n $j �� 1 •5112 C] � *0 O.t SASH SIDE RAIL i ami z ® STD. VENT TOP RAIL I w 0 �I .968 VENT TOP CORNFR 877 767 1676 FRAME TOP CORNER .943 .882 .082 .674 .OSyJ m 1.489 4`1fETAMCT IIEYIYIIY —= - WNA 1114 m"Ift R .917 OB.I SIy R Q 2 FRAME JAMB /J�� '4a°�eFMe ./ t+y1�A1kP e.t SASH LATCH 2.050 8 S 1.382 2.926 ./ ^Irc., v .!u?... b •" g Aeo 2.728 .062- r-,;k '� 09i'•. z2.2502 ISL3 1—I i k-1.937 i ae. •' •' Growing no. 'aG�-• W11-03 Qe.1 VENT BOTTOM RAIL 3.1 FRAME SILL FRAME BOTTOM CORNER VENT BOTTTM CORN R sheet 1 of 18 . v Mj® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mi*widwtegqvJpera/ T.M.Windows,LLC. 601 N.W.12*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 and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"605"Single Hung Aluminum Window(reinforced) APPROVAL DOCUMENT:Drawing No.W06-34 Rev E.,titled"Series 605 Aluminum Single Hung WDW.(LMI)",sheets l through 7 of 7,prepared by Al-Farooq Corp.,dated 04-24-06 and last revised on APR 25, 2012,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. ISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: 1. Exception:Glass type I(sheet 4)is not approved for Small Missile Impact Rating&shall not be installed above 30' above the grade. 2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 2.All United installed with optional Fin-mount are limited to max Dp=+I-61.0 psf. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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#09-0604.24 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. rtrar�FusnuEcouta7lr NOA No 12-0213.05 i Expiration Date:July 05,2017 41�� Approval Date: May 03,2012 Page 1 T.M.Winnows,LLC. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(transferred from file#09-0604.24) 2. Drawing No.W06-34 Rev E.,titled"Series 605 Aluminum Single Hung WDW.(LMl)",sheets 1 through 7 of 7,prepared by Al-Farooq Corp.,dated 04-24-06 and last revised on APR 25,2012, signed and sealed by Javad Ahmad,P.E. B. TESTS(transferred from file#09-0604.24) i. 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.FTL-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 firom file#074404.04) 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 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,FT1,3755 dated 03-24-03 and FTL4514 dated 01-25-05,all signed and sealed by Edmundo Largaespada,P.E. 3. 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 complying w/FBC 2010,prepared by AL-Farooq Corp. , dated JAN 18,2012,signed&sealed by Javad Ahmad,P.E. 2. Anchor Verification Calculations&comparative analysis complying w/FBC 2007,prepared by AL-Farooq Corp. ,dtd 05-15-09,signed&sealed by Arshad Viqar,P.E. (file#09-0604.24). 3. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc.for their"Saflex Clear or colored interlayer",expiring on 05/21/16. 2. Notice of Acceptance No.12-0130.01,issued to Cytec Industries Inc. for"Uvekol S laminated glass interlayer", expiring on 02/08/2014. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no.financial interest,prepared by Al- Farooq Corporation,01/13/12,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest,prepared by Al- Farooq Corporation,dated 05/28/9,signed and sealed by Arshad Viqar,P.E. (file#09-0604.24) 3. Lab compliance as part of the above referenced test report G. OTHER 1. This NOA revises& renews NOA#09-0604.24,expiring on April 21,2016. 2. Test proposal#07-3765 approved by BCCO dated Feb. 0§,2907; Isfiaq 1.Chanda,P.E. Product Control Examiner NOA No 12-0213.05 Expiration Date:July 0S,2017 Approval Date: May 03,2012 E-1 53 1/8` WINDOW WIDTH WINDOW WIDTH ��sgpp 48 1/4" _ 48 1/4" 0 O.L.OPO, W. (FIXED) D.L. OPO. W. (FIXED) F FALSE APPLIED) S FALSE MUNTINS (SUR X. MAY APPLIED)) 21~ m (SURFACE APPLIED) —T_ w/ILL pg MAY BE LIBELS A HEAD/SILL MAY BE USED Ai 4w/ILL II 11 � II II I LLK Iy ppp ,1 pa II ^-1R 11 II 11 11 ♦ it li I � ,1 Ij W I IV }v o I1IIiIiI1III Ili1IIIiIi1 111Ii1i11It Z tapOZ�7 C1 <C 5 1/2"MAX. 5 1/2"MAX 4" HEAO/SILL §Iim p y_�m1^4 HEAD SILL bf THESE WINDOWS ARE RATED FOR URGE k SMALL MISSILE IMPACT. O.L.OPO. (VENT) CORNERS 47 3/4' CORNERS SHUTTERS ARE NOT REQUIRED. O.L. OPO. (VENT) H --. .------- 50 1/8" VENT WIDTH 50 1/8` SERA 605 ALUMINUM SINGLE HUNG WINDOW VENT WIDTH I DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL E�EYATION TYPICAL ELEVATION CHARTS SHOWN ON SHEET 2. EQUAL LITES WITH OPTIONAL FIN -- C APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE^— (SEE DESIGN CAPACITY CHART) EQUAL LITES og X )0 PSF MAX. & COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER (LIMIT DESIGN CAPACITY TO *61. �e P WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USINGQ3 MU1NI-DADE COUNTY APPROVED MULLIONS IN BETWEEN, 9 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL D.L.O. WIDTH (FIXED) WINDOW WIDTH - 4,875" WILL APPLY TO ENTIRE SYSTEM, D.L.O. WIDTH (VENT) WINDOW WIDTH - 5.375" N D.L.O. HEIGHT - WINDOW HEIGHT/2 - 4.5~ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY VI LAMINATED GLASS = REQUIREMENTS OF 1HE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY , CC o m o o W HURRICANE ZONE (HVHz). INSUL. LAM, GLASS rurruceKvw1 1BY OR 20Y WOOD BUCKS BY OTHERS, MOST BE ANCHORED PROPERLY A wM�MeltpA! LARGE MISSILE IMPACT TO TRANSFER LOADS TO THE STRUCTURE. §_ mwv ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS, ANCHORS ,► ,,,rr.. JAV Au EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. "'" /9 FIA.PEmY 7-92 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE r CA.N.xy8 NOT PART OF THIS APPROVAL. b A LOAD DURAITON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. - 4PRI MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT drowing noCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W06-34 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 20D3.6.4. 2012 sheet j of 7 DESIGN LOAD CAPACITY- PSP DESIGN LOAD CAPACITY - PSF 4 r' (WITH ALUMINUM REINFORCING) (WITH STEEL REINFORCING) ��V CLASS TYPBS WINDOW DIMS. LASS TYPE'C' D' k 'E' CIA99 TYPE'W LASS TYPE' ' LA89 TYPE 'H'GIA99 TYPE'I'CLASS TYPE'J' WINDOW DIMS. TYPE 'F' 0 WIDTH HEIGHT[ EXT.(+) 1NT.(-) EXT.(+) 7N7.(-). EXT.(+) INT.(-) .+) INT.(-) EXT.(+)1NT.(-) EXT.(+) INT.(-) EXT.(+)INT.(-) 31 MOTH HEIGHT EXL(+)1NT.(-) 28 19-1/8' •70.0 70.0 61.0 61.0 60.0 80.0 80.0 80.0 80.0 80.0 90.0 00.0 80.0 80.0 19-1/8" 80.0 115.0 �,' 20-1/2" 25" 70.0 70.0 61.0 61.0 80.0 80.0 00.0 80.0 80.0 80.0 60.0 80.0 80.0 BOA 28-7/2" 26" 80.0 115.0 37' (4) 70.0 70.0 61.0 SLO 60.0 80.0 60.0 50.0 8a0 80.0 60.0 60.0 80.0 80.0 37" (4) 80.0 11x0 e' 70.0 70.0 61.0 61.0 80.0 BO.o S0. 80.0 50.0 80.0 80.0 00.0 80.0 53-1/8" B0.0- 115.0 19-1/B' 70,0 70.0 61.0 61.0 80.0 60.0 80.0 80.0 Sao 00.0 SOA 80.0 80.0 00.0 19-1/8' 60.0 115.0 AC. 26-1/2' -3/0" 70.0 70.0 61.0 81.0 -80.0 60. 60.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 26-1/2' 80.0 715.0 7I v x-3/8" v 37' (4) 70.0 70A 01.0 61.0 80.0 80. 80.0 80.0 800 80.0 80:0 80.0 80.0 80.0 37" (4) 80.0 115.0 2 53-1/8' 70.0 70.0 81.0 61.0 80.0 80. 80.0 80.0 80.0 80.0 6D.0 80.0 80.0 80A - 53-1/8" 80.0 115.0 9-1 70.0 70.0 61.0 61.0 80.0 80.0 .0 80.0_ 80,0 SDA 00.0 80.0 80.0 19-f/6" 80.0 115.0 n 2 -1/2 0-5/8 70.0 70.0 61.0 61.0 80.0 80.0 90.0 ao.o 90.0 80.0 80.0 60.0 60.0 26-1/2"50-5/8" 60.0 115.0 3 37" (5) 70.0 7oA 61.0 a1.o eo.o e0.0 eao eoA e0.o solo ao.o 60A 90.0 80.0 37" (5) 60.0 115.6 4 ,� 53-1/8• 70.0 70.o a1.o silo 80,0 eo. 6o.0 80.0 90.0 80.0 8010 90.0 80.0 60.0 53-1/8" 60.0 115.0 ��77 70.0 70.0 01.0 61.0 80.0 80:0 50.0 80.0 60.0 80.0 80.0 60.0 19-1/8' 80.0 115.0 fil a-1 2 70.0 70.0 61,0 61.0 80.0 80A 80.0 00.0 SO.o Sao 80.0 80.0 80.0. SOT_ 28-1/2' 80.0 115.0 8-3/8' 56-5/8" 37 a 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 8o:0 00.0 80.0 80,0 60.0 1. (5) 80.0 115.0 5 1/8 70.0 :70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 60.0 '80.0 80.0 80.0 80.0 53-1/8' 80,0 115.0 R 19-1 8 70.0 70.0 61.0 61.0 _80.0 .80.0 80.0 80.0 80,0 80.0 -80.0 80.0 00.0 00.0 19-1/8' [N.01 .0 I 26-1/2" B3" 70.0 70.0 91.0 61.0 80.0 Sao 80.0 80.0 80.0 00.0 80.0 80.0 80.0 80.0 25-1/2" 55" 4 3 r° 37" (e) 70.0 70.0 81.0 61.0 80.0 80.0 60.0 90.0 Bolo 80.0 - 60.0 60.0 80:0 80.0 sr (6) .0 -� 0'�- 53-1/8' 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 60.0 53-1/8° .0 ] 19-1/8' _70.0 70.0 61.0 61.0 80.0 80.0 80,0 00.0 60.0 80.0 80.0 80.0 80.0 60.0 19-1/8° .0 �.1 J g 26-1/2' 72" 50.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 00.0 80.0 80.0 26-1/2- 72` .0 3T (7) 70.0 70.0 81.0 6}.0 80.0 80.0 80.0 80.0 SO.o 80.0 80:0 80.0 60.0 80.0 37" (7) .053-1/8' - 61.0 61.0 - - 80.6 00.0 80.0 80.0 78.2 78.2 80.0 80.0 19-1/9' 78-3/4" .0 U ' 70.0 70.0_ 01.0 61.0 80.0 80.0 80.0 $0.0 80.0 80.0 80.0 80.0 80.0 80.0 26-f/2' - Sao 115.0 N.Ir I 26-1/2' 76-3/4• 70.0 70.0 61.0 el.o BG.o ao.o solo ao.o eO.o solo solo solo Bo.o 60.0 37" (7) a.o 11s.o a�! 3T (7) 70.0 70.0 6.1.0 _ 61.0 60.0 80.0 '80.0 80.0 80.0 60.0 80.o 80.0 80.0 80.0 24" 80.0 115.0 7d. 53-J/8` - - 61.0 61.0 - - 77.8 - 77.6 80.0 90.0 74 5. 74.5 80.0 80.0 30" 80.0 115.0 z a p 24" 70.0 70.0 61.0 61.0 50.0 80.0 60.0 B0.0 SOA 00.0 60 0 .80.0_ 80.0 80.6 36' 48' 80A 1 15.0 F=w d 30' 70.0 70.0 61.0 51.0 00.0 80.0 90.0 80.0 80.0 80.0 60.0 80,0 80.0 60,0 42" (5) 8D.0 115.0 36" 70.0 70.0 6t.0 81.0 80.0 . 80.0 80.0 50.0 BOA 80.0 80.0 80.0 80.0 90.0 48• 80.0 .115.0 42" (5) 70,0 70.0 61.0 61 A 80.0 80.0 80.0 80.0 80.0 80.0 X80.0 80.0 60.0 80.0 54• 80.0 115.0 0 48" 70.0 70.0 61.0 6110 80.0 80.0 80.0 00.0 00.0 80.0 00.0 60.0 80.0 80.0 24" 60.0 115.0 54• 70.0 70.0 61.0 61.0 00.0 BO.O BOA 80.0 80.0 80.0 80.0 50.0 80.0 60.0 30" 60.0 115.0 24" 70.0 70.0 61,0 61.0 80.0 00.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 36" 8010 115.0 30" 70.0 70.0 61.0 61.0 80.0 60.0 1 80.0 1 50.0 60.0 80.0 80.0 80.0 80.0 60.0 grpagy}pp 42" 80.0 115.0 O 38' 70.0 70.0 61.0 61.0 80.0 80.0 80,0 Sao 80.0 80.0 '80.0 00.0 00.0 80.0 8p81 171r 11N M18718► 48" 80.0 115.0 g41 g 42" Vie) 70.0 70.6 61.0 at.o 90.0 80.0 Sao 60.0 80.0 80.0 86.0 80.0 80.0 80.0 A�►N f'�f 64" 8010 115.0 $d a 40" 70.0 70.0 61.0 81.0 80.0 80.0 Sao 80.0 80.0 60,0 80.0 80.0 80.0 00.0 BNe 24" 60.0 115-0 54" 70.0 70.0 B1A 61.0 80.0 80.0 50.0 60.0 00.0 80.0 80.0 80.0 80.0 BOA 30" 72" 80.0 115.0 v 24" 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 - 80.0 00.0 80.0 80.0 80.0 80.0 g 38" (7) 60.0 115.0 p 6 30" 70.0 70-0 81.0 01.0 60.0 00.0 80.0 Sob 80.0 80.0 60.0 80.0 80.0 00.0 42' 80.0 115.0 � S 36" 70.0 70.0 61.0 61.0 80:0 80.0 90,0 80.0 80.0 50.0 : 60.0 60.0 804 80.0 72• z4' 84• solo 115.0 42" (7) 70.0 7010 61.0 61.0 80.0 60.0 80:0 80.0 80.0 so.o so.o 9o.o BO.o so.o 30' a 60.0 115.0 48" - - 81,0 61.0 - - 80.0 80.0 80.0 00.0 60,0 80.0 60.0 80.0 ( ) NO. I. PARENTHESIS INDICATE NO.OF ANCHORS PER JAMB 54' - - 61.0 61.0 - - 79.1 79.1 79.1 79.1 78.8 76.8 78.4 78.4 99 AD INAAD ` 4 24" 70.0 70.0 61.0 61.0 80.0 BOA 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 _ nOr.JAYH CM1iB. -FIA.PE 8 70582 30• 70.0 70.0 81.0 81.0 80.0 611.0 00.0 80.0 00.0- 80.0 80.0 80,0BO.D 80.0 CA31., 38 �. 36• 84' . - SS.O 81.0 - - .0 80.0 80.0 80.0 80.0 60.0 '80,0 80.0 8 -- NOTE: $ 8 1'4-2'\ (e) - - s1.o 6110 - - sola solo solo solo eoo solo eoo eo•o GLASS CAPACITIES ON THIS SHEET ARE - 48" - - 61.0 61.0 - - 80.0 .0 80.0 80:0 77a 77A 80.0 80.0 O NO. IN PARENTHESIS INDICATE NO.OF ANCHORS PER JAMB BASED ON ASTM BUILDE130ING O I SEC. GUSTS) drawing 4 AND FLORIDA BUILDING COMMISSION W06-34 DECLARATORY STATEMENT DCA05-DEC-219 Cf,012 sheet 2 of 7 Ip y`V 1 z 1/8"ANN. GLASS 3/18"ANN.GLASS -3/18"ANN. CUSS --3/18"HEAT STREN'D GLASS F VEK INTERLAYER RE a IAIEKOL^LIO RESIN 120"L-UO ESI 090"INTERLAYER 120"INTERLAYER a UVEKOL-LIO RESIN SAFLEX NIG PVB BY SOLUTW WEKOL-UO RESIN 0. y I/8`ANN. CLASS 3/18"ANN.GLASS f 3/18"ANN.GLASS yW Q 3/IB"HEAT STREN'D GLASS h F W t SILICONE CORNING 995 SILICONE SILICONE 3 DOW CORNING 99S SILICONE CO DOW CORNING 995 i 001Y CORNING 999 v, 9 9 an I ; pr fall to � CLASS TYPE G GLASS TYPE 'D' GLAN TYPE'E GLASS TYPE 'F' M v U 1/8"ANN. GLASS 1/8"TEMP.GLASS 2 1/8`ANN. GLASS 1/8"HEAT STREN'0 CUSS 1/4"AIR SPACE 1/4"MR SPACE I �rVm 1 090'INTERLAYER 090`INTERLAYER 1/B"ANN,CLASS t/8"HEAT STREN'O GLASS Z 0 SAFLEX AIG PHB BY SOLUTIA SAFLEX Inc PVB LTV SOLUTIA .090"INTERLAYER .090'INTERLAYER SAFLEX RG PVB BY 'SOLO w SAFLEX IIIG PM BY 'SOI UTIA' Q �1/8"ANN. CLASS 1/8"HEAT STREN'D CUSS 1/8"ANN.GLASS 1/8"HEAT STREWD GLASS _SILICONE �`--"� SILICONE SILICONE amilliGY savill Y d OE RG57700 CE 8057700 SILICONE GE RCS7700 r4yirwlywlr NtlYAA► Y GE RGsrrOo srNWled. 9 96 ra . BC 1AWrMM1 OM1 FOI 2 r w CLASS TYPL '(i „ GLASS TYPE I GLASS TYP • fi G SS aYPE ,_.� .A —s90 THIS GLASS TYPE ONLY FOR o m u o u LARGE MISSILE IMPACT USE. NOT OUAUFIED FOR SMALL MISSCE IMPACT AREAS. n9r:JAVAD AH" NS "n c GLAZING UPTIM-S F6k PEE%70592 1E CAN.,538 o' p 8 tr drowing no. PR 9 5 20t W06-34 shoot 3 o1 7 TLS. TYPICAL ANCHORS, EXT.ILLUSTRATIVE DONLY TYPICAL ANCHORS 3 SEE ELEV.FOR SPACING NOT BYTMTMT•WINFINISHES SEE CLEV.FOR SPACING CONCRETE - IBY METAL MIAMI-DADE COUNTY APPROVED / - WOOD BUCK STRUCTURE MUMION 4 MULLION ANCHORS QQ °• "EDGE 01*0. SEE SEPARATE NOA e e ' • EDGE DIST. 3 a.' • d ZA •. V J I E DIST. o EoOe olsr. � F e ' Drsr d � � a Al 3 11 y J O ' ' N 1 \ TYPICAL ANGHORS ` I j I '^ SEE ELEV. FOR PAP NG a 1YPICAL ANCHORS SEE ELEV.FOR SPaCINO' SSS u li FOR ES{p�� WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS l.al if !I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM JpQ AND TRANSFER THEM TO THE BUILDING STRUCTURE, 1A IyY C _ ---- -f'jjgg f3 o •T.,YPICAI. ANCHORS' SEE ELEV,FOR SPACING ] " Fu-120 KSI F-92 KSI JA"DI TRACON Y O F OPTIONAL TO 11 1. / A fi_EL� (�•m KSI.Fy-tsa K91) I! I! 23 15 SPRING IATCH1 23 16 OPTIONAL TO INTO W066 BUCKS OR WOOD STRUCTURES :1 i 1� SPRING LATCH REINFORCING 12 I t2 1-1/2" MIN. PENETRATION INTO WOOD OPTIONS REINFORCING SEE SHEET 2�• �' ... SEE skEEtN2 F- Ti THRU IBY BUCKS INTO CONC. OR MASONRY \ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY LS S DIRECTLY INTO CONC,OR MASONRY I'1 /1 1-1/4" MW. EMBED INTO CONC. OR MASONRY V a d rREINFORaNO 0 OPTIONS OPTKINREINFORCINC 4Y l.14 C_MG_ cFIF DRILLING SCREWS (GRAPE 2 CRS) Q SEE SHEET 2 SEE SHEET 2 p` '_ "W* IN70 METAL STRUCTURES =U �r STEEL : 12 GA. MIN. 38 KSI MIN.) RgInowowe ALUMINUM 1/8"THK. MIN. Nm (6063-75 MIN.) M�n� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) '+ 3 . 0 - ' -- - 2§ #12 SMS_OR SELF DRILLING SCREWS (GRADE 2 CRS) a �' a c� INTO MIAMI-DADS COUNTY APPROVED MULLIONS (1/8"THK. MIN.) F (NO SHIM SPACE) c"-------i i if -- I I _I' ! I i TYPICAL 2E DISTANCE if j! INTO CONCRETE AND MASONRY a 2" MIN. INTO WOOD STRUCTURE - 1" MIN. li !i INTO METAL STRUCTURE 1/2" MIN. $g f g CONCRETE AT HEAD,SILL OR JAMBS I'0 - 3000 PSI MIN. S bWci C-90 HOLLOW/FILLEO BLOCK AT JAMOS I'm- 2000 PSI MIN. 'd 2 SISALAN'l:S: C i ALL JOINTS AND FRAME CONNECTIONS SEALED WITH wt i V i SILICONE OR ACRYLIC SEALANT. QuQ d ffi W2�� 11 tt : WEEPTIOLGS: - = WI - 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG m W2 - 7/8" LANG NOTCH AT EACH END OF EXTERIOR LEG MVg AD AH— .1 a A • ALTR�(HAT% FRA 6 Cl.t. CIVIL FlA PE/70592 " ° <. v EDGE DIST EDGE CAN.\ of3,538 D TYPICAL ANCHORS +I 9 TVPICAL SEE ELEV.FOR SPACING CONCRETE SEE ELEV. �5PAC1N0 Jrowing nO. FRAME WITH FIN OPTION W06-34 (LIMIT DESIGN CAPACITY TO 181.0 PSF MAX.) PR 2 6 201 Rhea1 4 GI 7 VENT WIDTH - REM PFR7'/ QTY. DESCRIPTION 6063-7MATERIAL MANP./BUPPIJRR/REMARRB D 1/4•MAX. 1 CW-J8783 1 FRAME HEAD 6083-78 D.L.OPG. 1/4"MAX. SHIMS 2 CW-37731 1 FRAME SILL(4"MOH) 6083-70 - SHIM B 13 16 — le 2A OA-3608 1 FRAME SILL(3"HIGH) 8083-T6 - '_ 17 TYPICAL M4CHORS 3 OW-31445 2 FRAME JAMB 6083--8 - SEE ELEV. STRUCMETALTURE 7 IB FOR S'i1C4'R'' 4 OW-36706 1 MEEi810 RUL 806J-16 9 GW-38685 �1 VENT TOP RML 6083-TS - _ 6 GW-37730 I VENT BOTTOM RAIL(4•SILL) 6063-TB - - SA OW-37559 1 VENT BOTTOM RAIL(3"SAL) BOB3-T6 - ai _ 7 CW-Jt 1J4 Z VENT JAMB SRIE 808J-T8 - D F T! 8 OW-31470 2 VENT STOP 8083-T5 - _ V TYPICAL ANCHORS M W SEE EIEV. p{ _ _ - _ --_-_ _ . 8 19-56 4/VENT GLAZING BEAD ANGLE 6083-TS - 8( >4 0 FOR SPACING C. 9A IM-123 4/VENT BLAZING BEAD 8063-TS - h 98 TM-170 4/VENT CLAZINO BEAD 6083-T6 9C TM-181 4/VENT BLAZING BEAD(INSUL.IAM,GLASS) 8083-T6 EXTERIOR IBY 10 #8 X 1/2` 12/VENT GLAZING ANGLE SCREWS STEEL PH SNS J+75 3 WOOD 8UCKS it 7 (I) STflIP FIN SEAL WEATHERSTRIP - MTC.RML/FRAME SILL �7L WF D.l. OPG.(FIXED) 403 12 2240 (1)STRIP FIN SEAL WEATHERSTRIP - VENT TDP WINDOW 1WOTH 13 3722 (2)STRIP FIN SEAL WEATHERSTRIP - VENT JAMB STILES $ 14 - 2 1 1/2'.7/8'513/4"FINSEAL PAD - FRAME SILL CORNERS TYPICAL ANCHORS IS - 2/VeNT LATCH LACK AT 5'FROM ENDS CAST VENT TOP SEE ELEV.FOR SPACING ISA TN-116A 2/VENT SPRING LOADED EGRESS LOCK 6063-TB VCM BOTTOM RAIL TYPICAL ANCHORS NYLON VENT INT.CORNERS D 1 SEE ELEV.FOR SPacRJC 18 - 4/VENT vEFIi GUIDE -_- _ 1/4'MAX. 17 - 2/VENT CALDWELL SPIRAL BALANCES - AT FRAME JAMBS 1/4SI11N /VENT BALANCE COVER __-VINYL FRAME HEAD/JAMBS 5111/1 YlVR- 18 18 8302 2 4.J B 13 7� I 19 N69 2/VENT CALOWELL BALANCE CLIP - VENT BOT-.CORNERS J 4 10 /12 M 3/4"P.H.SMS STEEL (1)AT EACH BALANCE 21 - 8 /12 x 1"PN.SMS STEEL FRAME CORNERS d W _ -_ 22 - 8 /10 x 1"P.H.SMS STEEL VENT CORNERS A-m _ n 23 - 4 p6 x 3/4"F.H. SNS. STEEL (2)AT EACH LATCH 70�. y 24 - 4 /8 x 3/8"F,H.SMS STEEL AT EA.PLASTIC GUIDE__ 25 1 = 1 1x1 3/18x3/4x1/8"CHANNEL STEEL AT VENT TOP F a _ 28 2 1x7/4 THK.x4'LONG BAR ALUM. (1)AT EA MT6,RAL END OOOfff Z. 0- 1 1/2xlx1/2x1/8'CHANNEL STEEL AT MEETING RAIL 28 TM-161 2 FIN TRIM FOR JAMRS 606346 - ,. 29 TM-183 1 FIN TRON FOR HEAD 6063-T8 - , 3 WINDOW WIDTH 30 _ii; 164 1 FIN TMM FOR SILL 8063-T8 - Xs MIAMI-DADE COUNTY 31 TM-179 1 MTO,RML REINFORCING CHANNEL 8083-TS AT MEETING RAIL FRAME _WITH FIN OPTIO APPR,O CUPPED MULLION 32 TN-178 / TOP RAIL REINFORCING CHMINEL 6083-T5 AT VENT TOP SEE SEPARATE NOA 4t EL ANCHORS 47190UCf MRVt11RND SEE ELEV.FOR SPACINGilkIh SEE 61o11� g $10-Ade New ul ffis � oge om�ow .._..... ryr: CNH.A J1yAAMA 3 � M PE/70592 CAM.J530 a JL EXTERIOR drowing no. W9N00W MDT" WINDOW WIDTH A W06-34 2 5 2012 sheet g of 7 Fes------3.042 h--1.42" - .125_ 50pI-_ �4 V .500 .430 L 1.082 1.530 2.500 27 p y .500 -{ a� 1,500 .062 I I O �-- -.082 .847 i -A82 -^i 1.000 F-- 1 L l 3.069 I 3.719 1,000 F� FW , ,.092�! 1 f g¢ g __.� 1.408 ,.000 .,2s-^I .622r V 3.188 1.030 � � I 31 .530 .500 Q FRAME HEAD 28 � I^-.250 � Lp O a 1.923 -� Q i ---3.097-- .04� .405 -2.375 q 1.000 /,� (�� MTC. RAIL REINFORCING$ MTG. RAIL REIMFORCINCS iFRSQi V FRAME JAMB `9 NAIL FIN (HEAD) STEEL ALUMINUM a 3.340 1.250 .385 IQi Of 0 1,� .OS2 �"�' 2.188 I I.I U7 790 1 1[ .i .082 2.180 _� I,j88 �8 .562 � 1.500 I 96 -T � L. 32 .125 .923lie 2.500 Q FIRED MEETING RAIL VENT STOP 28 TOP RAIL REINFORCING TOP RAIL REINFORCING p, NAIL FIN (JAMB) STEEL ALUMINUM (] 3 P371 3.199- .183- f-1.188-1 183 t^--1.188-1 •�� I 1.32a 9C .510 •040 ,g0p ^'¢3 1.750 1.374 .062 - I`1 9 N q 2.250 999 { .I `�' -.062 I �923� KD 3.277 2.SOD1'214GLAZING BEADS I VENT TOP RA0. SASH SIDE RAIL ® MAIL FIN (SILL) © LATCH LOCK.997 44 �(�pp W111�A�+lelpb" ✓n -2.202 w -,1 3.245 a I = Pm�Z .pp SS y�I y 2.202- -.__3.245 ewg 1 14D.2 4.312 3.812 .062 E 4.347 FF1 0 o 3.927 3.330 2.830 y^ 0m u o W 3.439 3.359 .052 2.939 .062 .� Engrt J VAADDu •1 LL I 884 ilA PE/70592 C.AN.7530' ,yy S.t41 1 E 4i b 1.375-J W--LJ73--«I . dro'Ing no. O6 VENT BOTTOM RAILS 8A Q FRAME SILLS 2A LW06-34 � NOTE:EITHER SILL CMI BE USED ,APR .�&,201 sneot 6 of 7 2, Z j as i 4 -till � VENT TOP CORNER FRAME TOP CORN R CI q � az tr.: r - hWYW�RVLWiY ;1 c . sk r Q-� VENT BOTTOM CORNER Nr: ANhOAD r FIA.PE]70891 21 C.q.N.'838 a FRAME BOTTOM ORN R drowing no. WO6-34 2 sf-1 7 0l 7 r Florida Building Code Online Page 1 of 2 Business4 9rokstionat fi SCIS none I Wp In #User Registration ; fWi TOpks ; Submit:surcharge Stam&Facts i PuMkadons SBC Stetf t. Bass"Map i Links so, d BusJnes '�' ti Product Approval IrofesSi :Public Loser Regulation .Mduct Altamai Ment,>$OdfiGL or ilauq®tlon Search>aoonation tact>Application Detail FL* FL16132 +— Application Type New Code Version 2010 Appikation Status pproved CommEnCS Ardlived Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach,FIL 33069 (954)181-4430 Soret iVer0tmwi ndow.00m Authorized Signature Frank Bernardo frank®engoexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/PhOne/Emihl Catago<Y Windows Subcategory Casement COmpllance Method EvatuaWn Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-rlarduapy Received Fkaida Engineer or Architect Name who developed the Frank L.Bennardo,P.E. Evaluation RQpoft Florida License PE-0046549 Quality Assurance Entity National AcaeWWjon and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Keith E.Lorinos,PE E Validation Checidst-Hardcopy Received CerUncate of Independence FL16132 RO COI Firancial.ndf Referenced Standard and Year(of Standard) ffi year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equhralence of Product Standards CerMed By Sections from the Code Product Approval Method Method 1 Option D Date SuOMtted 12/21/2012 htta://www.floridabuilding.org/pr/pr app_dtl.wpx?pa=--wGEVXQwtDgvyf4ngAXh1U... 7/26/2013 Florida Building Code Online Page 2 of 2 Date valuated 12,/2112012 Date Pending FBC Approval 12/26/2012 Date Appmved 02/04/20133 Mhowba n of PrOdtads CFL* Number or Name 16132.1 JSerles 525 Casement Window Aluminum Casement Window Large and Small Missile I Ct Of Use Instanatkisi In,SLvQbns Approved for use in Hvmz:Yes FL16132 RQ tI Dwa.odf APProved for use Outside HVHZ:Yes Verified BY:Frank L.Bernardo P.E.PE-0046549 ImpsCt Rent:YES Created by Independent Third Party:Yes Design Pressure;+701-75 Evakiation Repons Other. 1116132 RO A££val.bdf Created by Independent Third Pa Yes conwUS!,1940 forth Monroe Street TalMhassee s+32399 Ph—e,00-482.1924 The State of Fkrrlda is an AA/Ef0 employer. 7-]010 State Fonda.:: ,9S�t;:R .� .,' Under Flonda law,emelt addresses are Dubik Mcdrds.If you do n x Want your e-rnau address released M response to a publk.records request,do not seM ekaroMc man m this entity_Instead,eonrars the office by phone or by trod do"M man.it you nave any 9uaY0 s,please contact aw.49i.1s4s.•A rsu�t m secnon k 5,275 ammo C3j,Florida statutes,enadhve Danner 1.3012,licensee.ncer�sed under'Chapter 455,F.&must pro4de the oeparnrent with an eman address u they nave one.Tiro enwb Provided may be used for ofrlcaj comm in aeon wan the Pceutsee.ffowevr ema9 address are public record.It you do not wish to supply a Personal address, pose provide the Department web an email address which can be made avaaable to the public.To detenMne if you are a lioersee under Chapter 455,F.S.,please dick htM. Product APPraxet Accephe =MORE bttn-//www.floriclabuildins.orL/Dr/pr avv dtl.aspxsFaram=wGEVXQwtDgvyf4ngAXh10... 7/26/2013 QVEXNG1NEEI ING PESO A FRANK L: BENNARDO P.E. IKC. INNOVATION Product Evaluation Report December 21,2012 Application Number. FL#96132.1 FLB Project Number. 12-TMW-07 Product Manufacturer: TM Windows,LLC Manufacturer Address: 601 N.W. 12th Ave. Pompano Beach,Florida 33069 Product Name&Description: Series 525 Casen-ent Window Large&Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission)Rule Chapter 9N- 3.005, F.A.C.,for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended,at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substandaiing Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing#12-TMW-07 titled'Series 525 Casement Window",sheets 1-8,prepared by Engineering Express,signed&sealed by Frank L.Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report#1213.01-12 by American Test Lab of South Florida(ATL). Large missile impact resistance and cyclic loading,aerformance have been tested in accordance with TAS 201&203 test standards per test report(s)#1213.01-12 by American Test tab of South Florida(ATL), • ;STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational Ra - + eta/ id I analysis to qualify the following design criteria: es throsih .� 1. Anchor Spacing9 �C 2. Maximum Allowable Size/Pressure . Combinations 3. Glass Capacity 4. Anchor Capacity Fran - narV. , No 33%increase in allowable stress has been used in the #PE E'.. lU r` design of each product OtonM—4tP+" The following are approved for use in the HVHZ as specified in their corresponding NOAs: 160 SW 12TH AvE'N.uE #106 DEERFIELd SEACH, FL 33442 PHONE: 954-354-06'60 FAXs 954-354-4443 WWW.ENGEXP.COM R IN'MAX. 6 1A4"MAX. f V fORANCHORS fORANCHORS *. No•4 TYPE'6' Type a*y 16 SAN C MAX, 6' JO FROM 16 112"MAX. 6'MAX FROM �{, *' , Z4a fOtA' ,"CANCHORS ANY EA OR FOR ANQIORS ANY JOINT OR 'S+" S k ,"C','D" CORNER mv,� 6'MAX FROM TYFC.'A• •C',`D" CORNER(TYP.1 S�•• �IOOF ANriolnroR j- -1 'Ly�t`' q '2p JDA 8"MAX FROM CORNER P. �,mss. . a -- - ANY]O(N70R Iy �Q SURFACEAPPLIeO CORNER mP.>FALSE MURT(NS SURFACE APPLIED � 1111111111111% 0P1'30NA4 PALS!MTIONAL �l 2 ale OPTIONAL' .SEE SEPARATE\i� i._IL__-_;L_--___ APPROVAL FOR ALUMINUM _��___li _ ��<� � � � � �� `I _-_��-•i{'-- - ? MULLION CONTIGUOUS WINDOWS-• 0 u1 d A.L.O.- ALLOWED IF S APPROVED 1 TYPICAL ELEVATION gWMINUf4 MULLION D.1.o,wlorn>WINDOW WIDTH d yi TYPICAL ELEVATION - IPLE WINDOW INSTALLATION MULT D.L.O.LENGTH WINOOW LENGTH•< - 0.1.0.WIDTH a WINDOW WIDTH-4 Si,�11 Q Fi Rf LENGTH WINDOW LENGTH-4 K'I SZ Qfrfi �S( aI 07PR�OIRY�IpOp1�L 12-TMW-07 coN>iaeNlaT D3 FL #16132.1 o� i 4.� EXISTING NOSE — STRUCTURE- METAL STRUCTURES(STEEL.OR P.e. ALUM.1/8'MIN.THICK) _DGE DIS STEEL!Fye 36 KSI MIN, ANCHORS PER ANCHOR SEE MULLION APPROVALS FOR p 1S7 ALUMINUM:6063•TS MIN. SCHEOULC,SEE TYPICAL MULLION TYPE AND SIZE. 28Y WOOD BU ED E DIST--- ELEVATION FOR SPACING (. ' Ix OR 2X WOOD GE DIST _ BUCK(OPTIONAL). c NOT BY T.M. �h,°I If1�•. A ,," 1/4"MAX SHIM 6 ANCHORS PER 1/4'MAX SHIM A 1/4"MAX SHIM 1/4'MAX SHIM p.'4... ANCHOR SCHEDULE, —" 5 SEE TYPICAL ELEVATION ON yI� yT SHEET 2/8 FOR ANCHORS PER ANCHORS PER ` d! SPACING ANCHOR SCHEDULE. ANCHOR SCHEDULE. e SEE TYPICAL SEE TYPICAL b 2 - 1ELEVAT1 1 N ON 2/B FOR SPACING SHEETON ON SHEET 2/06 FOR 3 9 I. SPACING 8 13 ` .._ .__.' TYPICAL ANCHORS: SEE ELEV,ON PAGE 2/88ANCHOR [M-�IST ODUKS AND NETAL STRUCTURE NOT BY TM WINDOWS. -' CHARTPoSPACiNAQUANTQ SUSTAIN LOA05 IMPOSED BY GLAZING SYSTEM AND (�NSFER THEM TO THE BUILDING STRUCTURE. TYPE'A'-114"07A.uLTRACON VIICO'(FU-177 KSI, A ui LLr �Q' Y Fvz'55 KSI) OS W g THRU 1BY INTO CONCRETE(2846 PSI MIN.n 1 GROUT §g FILLED M[N.BLOCK(ASTM C90) ^TYPE " CONCRETE OR G0.pUT FILLEDVBLOCK.3 'S'- 3 sIL4:.2�ScULTMCON_@)"!. LCp'(Fu,•177 K51, Q 7 PY-155 KSI) Z 3 INTO 25Y WOOS BUCKS OR WOOD STRUCTURES _ 1 (SYPi2 G.0.55 MIN) 2 1-1/2'.MIN.PENETRATION INTO WOOD 11 �+ TYP!'C'-;l4.10 DIA.BMeHi MlTAInw{GRADE 5 19 MIN)(FV-120 KSI,FY-9D KSI) e ; 5 INTO METAL STRUCTURES(5 PINCHES PASS THE o SEAL SCREW HEADS THREAD PLANE MIN.)STEEL:IG'THK.MIN. 6 _—WITH SEALANT(TYP.) (FY-36 KSI MIN) ALUMINUM:1/8'THK.MIN,(6063.75 MIN) 3/4'MAX SHIM (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED Ix OR 2x WOOD BUCK OR PAINTED) (OPTIONAL).NOT BY T.M, y i ' TYPE'o'•g11g"93g•uLiSPDD_N_@Y�&I.co,(Fu-177 KSI, ' FY-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES tltl ' (SYP22 G.0.55 MIN) i 1.1/2'MIN.PENETRATION INTO WOOD EXISTING HOST TYPICAL FDG!DISTANC! Dp1'AD°fBg1.11MB7Nns H STRUCTURE I-. NCRETF/GROUT FILLED BLOCK-2.1/2'MIN. 12-TMW-07 8 INTO WOOD STRUCTURE.I-MIN.(FOR TYPE'B) - 03 JNTO WOOD STRUCTURE.I%'MIN.(FDA TYPE"p^ 1NTO METAL STRUCTURE.y,^MIN. ) TYPICAL SECTION _ 6"'1'•0VERT SECT �� FL #16132.1 i i METAL STRUCTURES(STEEL OR -- '-TU ADO,p.8. ALUM.1/8'Mi N.THICK) *'. N STEEL:Py-16 KSI MIN. 4 ALUMINUM:6063-TS MIN. 1/4'MAX SHIM 41 �^ iBY OR 28Y 1/4'MAX SHIM 1/4°MAX SHIM O 7R OR 2x WOOD •''�0 f WOC i,3UCK INTERIOR eu.(OPTIONAL) , R!D _ - 7 _ QED �•�aNAL.E.„ ;° g 13 3 ANCHORS PER ANCHOR ANCHORS PER '( ANCHOR SCHEDULE. SCHEDULE.SEE TYPICAL SEE TYPICAL 6 ANCHORS PER ANCM00. •€ 1 ELEVATION ON SHEET 2/8 ELEVATION ON SHEET SCHEDULE.SEE TYPICAL < FOR SPACING 2/8 FOR SPACING ELEVATION ON SHEET 2/8 N F - FOR SPACING 4 L— 3 8 S 2 1 }----- H OST STRUCTURE FRAME WIDTH19 FRAME Q:S WIDTH EXTERIOR J � 2 TYPICAL SECTION a 4. 6''V-0' HORTZ SECT Q d SE-m—ION APPROVALS FORSCHEDULE E- n 11 u MULLION TYPE AND SIZE, A _ SCHEDULE p IIESUGN LOAD CAPACITYOE81QN ANC HORS PER ANCHOR fRAA18 !FRA�Ml! OIA897YPEM1(5LA63 TYM'MI OLA88TYPE10 FRAME FRAME LA69 TYPEMI 987YPE 7AI O(A88 M'816 Q SCHEDULE.SEE TYPICAL 7EAAW REICHr YAD'fH as 0 ' 0. . .. .. I ELEVATION ON SHEET 7AL - --a ..__. -�v 7 M- w_ 7a _ ro _ FOR SPACING ' 070 75 70 _76 __.(p 7a 70 M-- ,6' ,OB• fi 78 7U 76 A_._78 O ��y) IRRy11 BED OF 7 _0 7a �•- —._7a 0 78 0 78 yj I7)IIICCC SEALANT 383M' 78 0 T6 0 78 0 8 70 TS10 ... _.. — L5 70 78 70 78 -.. iba _ - /P 0_ 70_ r3 1._-� 1 0 7 �''== _� iia ir-�LLL..-^�_. 'r 70 78 70 76 0 _78 ,!• 7_ 776 - 0- -75_Yo 76 70 To 0 ..78 ire --9 cA; a 707 ra n_ 76 z< o 76 7 7-07e 5�( 1 Ilr r — o —— Com" �J tM fQ• 0,_• 6 0_ 76 0 .0 76 7 $ 8 3 ,7719�� , ._ eT' 10 76 0 78 - 70 7a 8T 70 76 0 7 0 78 dG l�'YR.- ,C_ 0 75 -TO 76 0 ._76_. - 2 76 70 7 _ _0 � A S 20IR' 0 6 0 1 70 ] 60' _0 76_ _ "W ' 1 70 76 0 75_ 70 76 1/, 6t 0 6 6.__ 10.. __ 70 -fa— TO 0 76 70tb _ 70 76 _yam•..- 1 6 - 37' 10 -18 �70 7S 70 70 ,0• 77 70 3 OPTIONAL)AMB CONDITION 66 70-_�6___7D D 7a 7r 70 76 70 a 70 50' 70 0 76 70 76 - 4 6•"1''0• HORIZ SECT ---1- --- _ ao1RA61R' od+a�e 12-TMW-07 03 bCOVER UNT if FL #16132.1 i j,9 LTS DUAL ARM OPERATOR _-� 2U MULTIPOINT LOCKING HANDIE PART! DESCRIPTION 0.750 1,663 OP-10600 PRAT! OESCR1PgON _ Sf l' wMPy OP-106090 IE DUAL ARM OPERATOR W fA PO.2961 ITSMUL"M LOCJaNO HANDLE18834ATTACHMENT ANCHORc;LOCK NUNpN ATTAOfED WITH(2 IND-24LOCK HA ZINC,rTAcn T,MS SCREW.LOCK BAR ATTACHED WITH(2)/8x 4';FH PHIWPS,55,TEKS SCREW. qLOCKPIN STRIKER ATTACHED WITH#10 x 4)"FTI £S }�UNDERCUT PHILLIPS HEAD,B-POINT,SS SCREWS. �jIED GASKET0.446 '- ND SLOT , 0 775 ATTACHMENTNJOHORS: w,rrwoowntn L 0.867 f FRAME SILL ATTACHED W1tti(2)IIOx 5/0"PHiWPS PH, '^"'�� '-- #p SS,UNDERCUT,SMS.AR14 OPERATOR TRACK ATTACHED U WITH(3)18x 3/4'PHILLIPS HRH,SS,SMS SCREWS. PIVOT ARM ATTACHED WITH(3)IBx 3/4"PHILLIPS PH, SS,SMS SCREWS. O Q) \ O Q y* 203 L SHAPE STUD BRACKET g PART E DESCRIPDON "34 OP-10426 LSNAPESIUD BRACKET IH O Q 2 Oi K TRACK SET HOLE p� OR70717 ISHApESND BRACKff RH 0.098 ® @,d ` OPS-.102Z6 LSHAPESNDBRAC'KOSELL NM OPS-10727 LSHAPESIUDBRACKETSNAPONRH 0-4 2.989- F- `E I 1.094-�S.HM4�0=50-{ - - aL 1 Q +-d ALTACHMENTANCHORS: 1 MAGNUM HINGES 3000 SERIES,OFFSET 4-BAR PROffCTION HINGE a INSTALLED AS PSI MMANUFACTURER SPECIFFICATIONS. ATTACHMEN 3)IIOx 3/8'PHILLIPS R H,SS,SMS ATTACHED TD THE TOP OF THE VENT HEAD AND(5)*lox!<i"PHILLIPS PH, SS,SMS SCREWS x0.600--{ - -{ , a T— " I ATFACHMENT ANC,HQg,£; ,4, FRAME SNUBBER RECEIVER ATTACHED WRH ay, 1p gxgx nn LONG FH,PHILLIPS,UNDERCUT,B-POINT, S-12).M.4, I B q - FRAMESNUBSERDRIVE0.ATTACMEDWITH(2)d10. 12—TMW-07 e4 -ll— LONG FH,PHILLIPS,UNDERCUT,B-POIN'r,SMS SCREWS. COME R M03 !t 0.435 Ca42 b 22 41549.3 SNUBBER FL #16132,1 I It f "I'AyoO.AE GLASS TYPES %6"H.S. =FLEX OR •090 CETF5AFLI I OR BUTACITE INTERIAYER 2 .090 SAFIEX OR v BUTACETF INTERLAYER BUTACITE INTERLAYER '✓ia AIR SPACE x-H.S. X16°ANN. 3W ANN. W ANN, Y'ANN. P/i TEMP. WAI SETT%POINTSLOCK SETTING BLOCK- AT LOCK- - ID �NThNN POINTS SETTING BLOCK j� ! SIF �( m AT�POINTS EAT V.POINTSc 7r►� �� , � 1 RI �`�3€ e• _ NOTE;GLASS COMPLIES WITH ASTM E17DD-09 U MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER REMARKS 1 TY-356 CASEMENT iRAMf SIWU4B/HEAOCR EXTRUSION 6065-TS REFER 70 DETAIL 19 '1g' 101 • •Y-910 CASEMENT WINDOW FR" 9063-To le REFER TO OCTAL 18 3. TM-317 1/6 GLASS STOP FOR R/1R"M es,5 9 8061 TB - —^ 4 TN-316 //B CLASS STOP POR I'INSULATEl1 MASS 6065-TB -- __ 5 92001 VINYL BULB- 017b"/ ULTRAJ IPE POLYPROPYLENE C PYLEN GLAZING 1'INA CLASS AMESB R ,nnn"`7G77000"'�^^^lll V 1L^p E Ortu260 6ASN[CNiER.WEATHER STRIP_ INSULATLD CUSP GLA21NYi BFAp T AYES@URY 11188^ FMY[WEATHEA S7RIP 7/le ANO 6/16 GLASS GWINO SCAO AMESBURY E 92011 VINYL BULB- 0.170'A „ TYPE POLYPROPYLENE FOR 7/t6"d 8/16"GLASS ULTRAFAS -- -- le X I SYS SCREWS AT EACH FRAYC CORNER SAE OR 2 PAN ACRYLIC - 10 9EA4 SCALER w 'F 11 SE17ING GLACE I'LONG AT 1/4 POINTS —��--— -------- - INOH DENSITY RUBBER 1 - OPTIONAL SURFACE APPUEO YUNNNS 6063-76 _a T - RAPID STRENGTH RGS7700 STRUCTURAL SIUCOP! EIASTOMETNC ADM-WYE MONENIIVE PERFORMANCE YATERIAIS T r ^ T - 5/16"XL EDGE CLASS SPACER ----- -- STAINLESS STEEL AL1.YE1AL y VPO-IMMI PINYARY SEAL PIBSECONDARY SEAL SILICONEITS DUAL ARN OPERATOR LH RAOISSON INDUSTRIESREFER TO DETAIL 18LTS WLOPoINT LOCNINO HANDLERADISSON INWfTMC1 REfER TO OETAII 10MAOMlY NIHO[5 3000 SERIES,pFFBEi 4: R PROJECIION HINGEG0GB011F6O!@l�I6pllpi_ AOVAHfAOL YANUFACTURiNO CpRp, OFFER 70 OCTAI 71 ��^�u„`^^� SNUBBER ADVANTAGE MANUfACTUMO CORP. REFER TO OETAI 71 B•/1F1I 4 AF GOwP SHIET i tl FL #16132.1 "a �-3.010— 438}-----2. ._---- --- �'", ••,Ops4r,e. � I � � It EXPOSED SURFACES - 0�y,44% ^' _ EXPOSED EXPOSED (�f� 1.021 —1.625 '$- _EXPOSED SURFACES SURFACES 0 1 0 .+ �{ _ SURFACES II! 0 0.575� 3 ry .4 0.077 0.391 O Q O c4) d .�----2.675--- o -2.154----._"�_ F 2.087• ..-� a —1- z 0 0 , 32001 A SASH FLANGE SASHZCENTER a o � Q ® !n\ SASH CORNER KEY(2 PER CORNER) 12298 32011 FRAME SASH FLANGE .060 ALUMINUMSHEET Otlef11N6ep4�y 12-TMw-o7 NOTE: 010FRAME CORNER KEY(I PER 09 I ODRNER) COV1ReleeT m EXTRUSIONS NOT TO SCALE. .060 ALUMINUM SHEET ® f FL#16132.1 i 9�j7f�AW,P.f_ ' 1 NE��NNII 1 SEAL �$ d .. O 8d� SEAM SEAL MAY HAVE TO BE of Q fi REAPPLIED IN THE FIELD BEFORE INSTALLATION OF !y WINDOW,INSPECT ALLJOINTS .� TO ENSURE A PROPER SEAL I I SEAL: I a i — — SEAL I h 12-TMW-07 XT a 03 C COVERBIBlT ------ -- - FL #16132.1 0 I i Florida.Building Code Online Page 1 of 2 0! f�vICId M"tof sas Home i Log In I User Registration Hot Topics Submit Surcharge Stats&Faris Publications FBC Stall ? BOS Site Map j Links Search j Busines , Professi I Product Approval R:Pudic user Regulation ® Product Approval Menu>ProdNct or And n search>Application List>Application Detail FL FL35920 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach,FL 33069 (954)781-4430 smetzger*tmwindow.aom Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method - Evaluation Report from a Florkma Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank Sennardo Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute, Quality Assurance Contract Expiration Date 12/31/2015 Validated By Keith E.Lorinos,PE Validation Checklist-Hardcopy Received Certificate of Independence FLIS920 RO COI Cert [ndeo.odf Referenced Standard and Year(of Standard) YAU TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted - 08/24/2012 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIwH... 7/25/2013 r Florida Building Code Online Page 2 of 2 Date Validated 10/10/2012 Date Pending FBC Approval 09/05/2012 Date Approved 10/16/2012 ftmizillry of Products L Number or Name Description 0.1 Series'300'Aluminum Fixed Window Series'300"Aluminum Fixed Window-LMI/SMI 74'x 122' of Usenstallation Instructions Approved for use In HVHZ:Yes FLS5920 RO II DWG re-submit 10-10.pdf Approved for use outside HVHZ:Yes Verified By:Frank Bernardo P.E.46549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other: FL15920 RO AE Evalndf Created by Inde dent Third Party:Yes Contact Us:: North Monroe Srrwor_Tallah�—FL 3239Q Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2010 State of Florida,::Privacv Statement::AuessIbifity Statement::Refund Statement Under Florida law,emall addresses are public records.If you do not want your a-ma8 address released In response to a public-records request,do not send ekrtronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.rust provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, Please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click Ing. Product Approval AooepbL maim`rA1Cs' http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIwH... 7/25/2013 ENGINEER NC E P E'S, A FRANK L.BENNARpO, P,E., INC-INNOVATION Product Evaluation Report August 23,2012 Application Number: FL# FLB Project Number: 12-TMW-04 Product Manufacturer. TM Windows,LLC Manufacturer Address: 601 N.W:12th Ave. Pompano Beach,Florida 33069 Product Name&Description: Series 300 Aluminum Fixed Window Large&Small Mise-ile Impact Resistant i' Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission)Rule Chapter Sly 3.005, F.A:C.,for statewide acceptance.per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show cumpriance with the 2010 Florida Building Code and is, for the purpose intended,at least equivalent to thr t required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data. • PRODUCT EVALUATION DOCUMENTS. FLB drawing#12-TMW-04 titled"Series 300 Aluminum Fixed Window%sheets 1-8, prepared by Engineering Express, signed&sealed by Frank L. Bennardo, P.E.is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s)#0611:01-12 by American Test Lab of South Florida(ATL). Large missile impact resistance and cyclic loading Performance have been tested in accordance with TAS 201,202&203 test standards per test report(s)#06*11.01-12 by American Test Lab of South.Florida (ATL.), • STRUCTURAL INOINEERING CALCULATIONS Structured engineering calculations have been prepared which evaluate the product based on comparative and/or rational Ro'sed i;W r id for analysis to qualify the following design criteria. , 1. Anchor Spacing = G 2. Maximum Allowable Size/Pressu.a Combinations 3. Architectural Shape Options 4. Glass CapacityP RP,E. 85 5. Anchor Capacity r No 33%increase in allowable stress has been used in the design of each product. 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442- PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGINEERING EXPPESSO August 23,2012 TM Window,LLC.—Series 300 Aluminum Fixed Window(LM) Page 2 of 2 The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer(NOA#114X;24.02) • DuPont PVB Interlayer(NOA#11-1118.03) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports,and is accounted for in the engineering design of this product Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s)on its respective Product Evaluation Document(i.e.engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document(i.e.engineering drawing),along with all components noted therein. Each product component shall be of the material speed in that product's respective Product Evaluation Document(i.e.engineering drawing). Limitations & Conditions of Use: i Use of each product shall be in strict accordance wii h its respective Product Evaluation Document(i.e. engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion,contamination,and other such damage at all times. Each product has been designed for use within tho High Velocity Hurricane Zone(HVHZ). 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM L.BeWaRDO.P.E. TM WINDOW & DOOR49, r"�f SERIES 300 ALUMINUM FLED WINDOW No. taTY T� r LARGE AND SMALL MISSILE IMPACT RESISTANT _ * = TNI N wINDows GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DES[GNF.A AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING.CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/ 101 291%091 30.4 T 2 No13-1/3%INOMAbE N" J LOAD DURATION FACTOR.Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. ...� 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIPIC BASIS IN.ACCORDANCE WITH THE GOVERNING CODE.SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE-7 AND THE 2010 FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. d 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 9 FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINECR n., Q REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS Z .# DOCUMENT. a $ S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND �a Xi SUPERIMPOSED LOADS..WOOD BUCKS(BY OTHERS)SHALL.BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE $I EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BEINSTALLEDUSING STRUCTURAL MULLIONS APPROVED BY OTHERS OR.UNDER SEPARATE CERTIFICATION. - 7. ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. 'S5 8. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL.,GALVANIZED STEEL,OR STAINLESS STEEL WITH A IE MINIMUM TENSILE YIELD STRENGTH OF 60KSI. 'T' 10.ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING 7 LODE. 11.E.I.DUPONT DE NEMOURS&CO.,INC.-BUTAC[TE PVB INTERLAYER N.O.A.#11-1118.03 12. E.I.DUPONT DE NEMOURS&CO.,INC.-SENTRYGLAS INTERLAYER N.O.A.#11-0624.02 13. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS.SEE GLASS TYPES FOR ANY ��I RESTRICTIONS a _ 17-TMW-04 01 COYER BREET FL #15920.1 s .BE 12"MAX.FOR ANCHORS TYPE A d C OR 2"-3"MAX FROM 6"MAX,FOR ANCHORS ANY JOINT OR S*. POSSIBLE ARCHITECTURAL SHAPES: SHAPE`PE MAY EXCEED SIZE OF TESTED RECTANGLE TRANSCRIBED AROUND �� CORNERS SURFACE APPLIEDFALS . _. JOINT EMUNTINS OPTIONAL WELD 80iNT5 7YP .at13At�. (MAY 3d _.. VARY) :'L--_------- $� gg DCO TRIANGLE HALF-ROUND EXTENDED RADIUS EXTENDED GOTHIC L .... a g Y b HALF-ROUND Ikk = t--- t---- a QUARTER ELLIPSE t O EXTENDEDTRAPEZOID ~ E QUARTER SEG T EXTENDED FULL y Q ¢' u p PENTAGON ELLIPSE -.._+f-.-.Lr---- Q •• �I {l 3: AI�j Ci.$ ,KFB z7 TYPICAL ELEVATION � a k D.L.O.WIDTH.WINDOW WIDTH-V QUARTER SEGMENT QUARTER ROUND FULL ROUND D.L.O.IFNrlH.WINDOW LENGTH-4" OCTAGON OPEN BOTTOM OVAL QUARTER ROUND FL #159X1.1lift 1A EQUAL LEG CIRCLE SEGMENT TRIANGLE OCTAGON J COFrNo,Nelat CC ALLOWABLESIZES B LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL 1Z-TMW_O4 SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8 F&5/8. Dl COVERSNEET ARCHITECTURAL SHAPES ARE LIMITED TO t 70 Psf.MAX. }—v ��L__4 NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY AS SHOWN ABOVE. S �k EXISTING HOST STRUCTURE. METAL STRUCTURES(STEEL OR EDGE DIST ST' ALUM.1/8"MIN.THICK) .g `� - f•" STEEL:Fy-36 KSI MIN. ANCHORS PER ANCHOR }� / ALUMINUM:6063-TS MJN. SCHEDULE.SEE TYPICAL SEE MULLION APPROVALS FOR 2BY WOODBUCK EDG'\E D ELEVATION FOR SPACING *ANCHORSCHEDULE, N TYPE AND SIZE. E DIST DIST 1 '9•�' ix OR 2x WOOD .:, BUCK(OPTIONAL). ' ... 1 NOT BY T.M. 1 •�' 2�t� -- 1� 1/4"MAX SHIM 4 1/4•MAX SHIM 1 1 i /4"MAX SHIM 1/4•MAX SHIM ANCHORS PER.. j ANCHOR SCHEDULE.SEE TYPICAL 4 ELEVATION.ON 4 ANCHORS PER 4 ANCHORS PER4SHEET 218 FOR ANCHOR.SCHEDULE. 3 S SPACING SEE TYPICAL SEE TYPICAL -H . $ ELEVATION ON ELEVATION ON SHEET FOR 7 SHEET 2/8 FOR SPACING H SPACING OPTIONAL SURFACE APPLIED MUNTINS u 1�� C SEE ELEV,ON PAGE 2/8 B ANCHOR 1 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. TYPTCALAIYCHORJ": CHARTS FOR SPACING&QUANTITY O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND �+� z d TRANSFER THEM TO THE BUILDING STRUCTURE. d KK S O O O THRU 1BY INTO CONCRETE(2846 PSI MIN)OR GROUT 3 XH FILLED BLOCK(ASTM C90) 1-3/4"MINS EMBED INTO CONCRETE OR GROUT FILLED fly8 < BLOCK:. _ TYPE B'-1/4"010,ULTRACON BY-'ELCW(Fu-177 KSI, 1� FY-ISSKSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES (SYP02 G=0.55 MIN) BED OF ANCHORS PER ANCHOR .1-1/2"MIN:PENETRATION INTO WOOD 6 SEALANT SCHEDULE.SEE TYPICAL ELEVATION ON SHEET 2/8 - TYPE'C'-1/4-20 OSA.SKEET KET q FOR SPACING AL SgtEW(GRADE 5 2 MIN)(Fu-120 KSI,Fy"90 KSI) INTO METAL STRUCTURES(5 PINCHES PASS 7HE 1/4"MAX SHIM THREAD PLANE MIN..)STEEL:$6"THK.MIN. i (FV-36 KSI.MIN) Ix OR 2x WOOD BUCK ALUMINUM:1/8"THK.MIN:(606345 MIN) - - (OPTIONAL).NOT BY T.M. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �E DISTANCE TEIGROUT FILLED BLOCK-2-1/2"MIN. ST INTO WOOD STRUCTURE'.1•MIN. INTO METAL STRUCTURE.3/4"MIN, CHBN QQ EXISTING HOST 12-TMW-04 j, STRUCTURE �j 81 COVER SHM s TYPICAL SECTION _ FL #15920.1 re S j 6*"V-0" VERT SECT of 1,��...11111Uf7flf . METAL STRUCTURES(STEEL OR ALUM.1/8"MIN.THICK) STEEL:Fy6 38 KSl MIN, ... Ali)MtNGM:606�'-T5 MIN: ... •i-"—" r1/4°MAX SHIM 18Y OR 28Y 1/4"MAX SHIM 1/4"MAX SHIM !x OR 2x WOOD i Y _ 2 WOOD BACK INTERIOR BUCK(OPTIONAL) s�.l• .:.j.� R� �.•�,� r-— w 8 a I a a aBED OF 8 z• �r` SEALANT SEALANT ..-. ANCHORS PER I... ' ,. ANCHORS PER ANCHOR 1 ANCHOR SCHEDULE, A -- 1 ANCHORS PER ANCHOR « 4 SCHEDULE.SEE TYPICAL SEE TYPICAL SCHEDULE.SEE TYPICAL ELEVATION ON SHEET 2/8 ELEVATION ON SHEET I ELEVATION ON SHEET 2/8 $$ p FOR SPACING 2/8 FOR SPACING .FOR.SPACING 3 ba I 7 8 J L_ 3 ] XISTING HOST C g'.^ 8 ----EXTERIOR 8 STRUCTURE. c L 1 D.L.O. 1' FRAME WIDTH FRAME WIDTH 2 TYPICAL SECTION cep HORIZ SECT C} : Q d Q � '- S%-'HEDULE "A" KORSQU�ORRECTWOLEOPTION9-OTHER SIMPESAREDNREDTO*T0P0WEPA0E:2) y L jf m ._.� _......_� OESION LOAD CAPACITY (ASD MEri10O I� FRAME FRAME GLASS",mt TYPE 117 TYPE No TYPE M! OIASS TYPE SIS OUSE TYPE MD TYPE ICl1 A88 TYPE tv. - HEIGHT a •. . - .... t- - . h @ C 401fY _.70.._ m_ m w w w w w w w 130 �- To, Tow w _w w so w e0. 130 70 ro w w_. 631 r To ro m m w w w eo..__ w w w lw 70 m T4 70 70 70ro w a w eo to eD w 130 m 106,rr, ..'.__ _ ... w w w _3Q. ... .... .... . ,911A1` - w w w w do ,w . 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SCHEDULE IIpN -R SWME OR RECTN(IP OPTIONS OTHER SHAPES AkEUMITEO TQ lTOPO(SEE PAGE 2) FOR SQUARE OR RECTNGLE OPTIOt6.OnCR&WES ARE UMITEO TO 370 P.1(SEE PAGE 2) OEBIPILU)CAPAGTV -I)METH00� _ ONION IOADCAPAGRV _-SASD WRpD)..—._ FRAME FRAME OLA88 TVPEW TYPE.W TYPE IAT QLASSTYPEAIf TYPEMS TYPE M6 TYPE NII PASS TYPE 102 fRAL1E':FRAME GLASS TYPE 1 TYPE M3 i)S TYPE MO fR.ASSTYPEM4 OU18,47YPE MS GIASS TYPE►13 TYPE.IGt TY yA1p RQR C 11e(QHr{N10TH (> . ). . . HErcR1r' + , •r c 70TO _•w w_ w w eo SO w 1S0 ru i0. 'w Bd ... T° -7Q 70- -w_ DO !0 w w w w 1]0 ro M__•So p Lw �_ ro °° eQ. a eo w w' 1w T° 7 w 90 7o ie so. so .....� w �...e0 w Sao. 70 70......... w F i w' i0 ro 7° ro _ �w w..._. w w e0 ...eD 130 70..... 70 w w .... JO' 7o ro 7° 70 90 00 ao w w_ w w_ 100 70 70 w w I 41 70- 70. ro ra- eo w,_LL w p0. w w�.. .iw ro.. ro _ so. w.... 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JO ro ... .._ ........... — ro 70 70 ra 7�.... ._._ ....... _.._-_ TO am 12-TMW-04 of COVER°HEFT FL #15920.1 e fi BENIVA GLASS TYPES .090 BUTACITE PSB.. ,090 BUTACITE PVB _ .090 BUTACITE PVB _ INTERLAYER INTERLAYER INTERLAYER .090 SGP INTERLAYER VAM17 _ ANN. /e" C:.: )(6"ANN. "ANN K*H.S, ('i�.:. $(s'M.S. "H.S. - `QA SEALANT I(1" SEALANT)(1" SEALANT IS" SEALANT%'.. V 1. DEPTH MIN.(TVP.) DEPTH MIN.(TVP.) DEPTH MIN.(TVP,) DEPTH MIN.(nPJ +,� r SETTING BLOCK SETTING BLOCK µµ�I SETTING BLOCK SETTING BLOCK Yn R! AT'b POINTS AT Yl POIN15 .Gd AT K POINTS G� AT V.POINTS i l$ C3 ttt3333 CC77 1 €' A2N, <@> pp�yy .090 BUTACITE PVB L("ANN. .090 BUTACITE PVB Xie"H.S. .may G %6'AIR.SPACE s INTERLAYER 7�8.AIR SPACE INTERLAYER .090 SGP INTERLAYER .090 SGP INTERLAYER ANN, 1'16"H.S. 1S"H.S. A"H.S. Yi"TEMP 1+"TEMP Y4'ANN. Y"H.S. U SEALANT%- SEALANT 3`'I- SEALANT §" DEPTH SEALANT Y4- �JI� DEPTH MIN.(TVP.) DEPTH MIN.(TVP.) DEPTH MIN.(TVP.) SETTING BLOCK ut�u - SETTING BLACK Nµ� SETTING BLOCK c mw SETTING.'LOCK VTVTVT�� AT'/n POINTS F� AT Y POINTS .m AT POINTS m AT Ya POINTS . Q d Lai rfm 01 MATERIAL SCHEDULE © p� ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS tX 3a N7001 0.003"SKI./JAMB/HEADER EXTRUSION R063-TR c 3_ 2 YM-325 1/8-GLASS STOP TOR 1"GLASS 6X63-T6 FLS. 3 TM-327 1/8"GLASS RTOP FOR 2/18"CLASS 8083-TR A 4 0.030'SNAP COVER 6063-TS 0 - 0.370"HIGH D VINYLS BULB AND 0.187"T'-SLOT TPE POLYPROPYLENE FOR 8/�6"GLASS ULTRAFAS B 32001 VINYL BUU- 0.176"s INSULATED CLASS GLAZING BEAD AMESBURY 7 $2011 VINYL BULB- 0.270"6 7/18 AND 2/16 GLASS GLAZING BEAD AME59M (2)t8 X I SMS SCRIWS AT EACH FRAME CORNER SAE OR 2 MIN FOR RECTANGULAR YRNOM SNAPES ONLY $ - SEAM SEALER ACRYLIC SCHREE-MOREHEAD 1 *ONLY APPROVED FOR LARGE MISSILE IMPACT SETTING BLOCK I'LONG AT 1/4.POINTS NIMH DENSITY MAWR g 1 - OPTIONAL SURFACE APPLIED MULNTMS 6083-T6 1 - RAPID STREWTH RGS7700 STRUCTURAL SILICONE EIASTOMETRIC AONESNE BY MOMENTYE PERFORMANCE MATERIALS ( - ALuMIN11M"LM CHANNEL 2"LONG AT EVERY ANCHOR LOCATMIN(TVP.) Sm KU ALUMINUM 12-TMW-a4 01 1. 0/12"XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL 0690 COVER SHEET 1 - 7/19"XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL (� - A I - PRIMARY SEAL P" FL *15920.1 sa SECONDARY SEAL. SILICONE O rrllrr..r.lrrlrr.s..rl EN 1.269 z 0429 0.0,8y 0 N' 0.570 0.031 0.)50 lei EXPOSED 0560.095 0.050 T -3.033 O' =s Al$0 � a,�Epn Y i1 < h � 0 U 1.269- 0.14 .2640. 3 .EXPOSED Q m .SURFACES .202 �� 0 g � z 0.05 D.0 3.033 ... I ... g NOTE: 0.$13— —t B 1A PARTi14IS HREQUIRED WHEN THIS 1.000 tYHEN USING THS EXTRUSION - 0.420 0.270 $ o y M 0.025 P.17 O p o pO � pOOO M O I. 0.07 a-0.030 0.02Sr o ]$ 0 12 I 14 - 1 t- r 0.02 .L_ 0.090 W- 0.080 18 18 18 cweR'SHM O O NOTE: EXTRUSIONS NOT TO SCALE. FL #15920.1 w L1 �ENN,ggO E y FRAMES OF NON o RECTANGULAR SHAPES SHALL a BE WELDED;TOGETHER IN v° LIEU OF SCREW SPLINE wg+ ASSEMBLY(TYP.). S}}}am d O 9 SEALANT(TYP) ` 3 d SEALANT(TYP)9 ilk �Ao , $ Sia O 0 d z SEAM SEAL MAY HAVE TO BE qqq REAPPLIED IN THE FIELD' P-y BEFORE INSTALLATION OF .�• WINDOW,INSPECTALLIOINTS O TNSURE A PROPER SEAL p 8 � ► I I I I i L 12-TMW-0oI FL #15920.1 CT 8 I (FOR 90°-CORNERS ONLY) a � Fb'ft�DpWeWof BCIS Home E Log In User Registration Hot Topic E Submit Surcharge i Stats&Facts Publications j FBC Staff j BCIS Site Map ? Links Search Bus�nes ProfessiN Product Approval SER:Public User Regulation Product Approval Menu>product or Apolicatlon Search>Aggilr,tion List>Application Detail FL# FL16220 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach,FL 33069 (954)781-4430 smetzger@tmwlndow.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Windows Subcategory Fixed Compliance Method Evaluatlon Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluatlon Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank Bennardo Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute, Quality Assurance Contract Expiration Date 12/31/2015 Validated By Keith E.Lorinos,PE Validation Checklist-Hardcopy Received Certlflcate of Independence FL16220 RO COI COLodf Referenced Standard and year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/22/2013 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsNc735fObMij 5... 9/16/2013 Date Validated 04/17/2013 - Date Pending FBC Approval 03/04/2013 Date Approved 04/22/2013 ary of Products FL# Model,Number or Name Description 16220.1 Series"525'Aluminum Fixed Casement Series"525"Aluminum Fixed Casement Window-LMI 42"x 96" Window Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16220 RO II Drwa.odf Approved for use outside HVHZ:Yes Verlfled By:Frank Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure)+70/-75 Evaluation Reports Other: FL16220 RO AE Eval.odf Created by Independent Third Parry:Yes Contact Us;:1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrieht 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement;;Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the oMce by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: �CUt3 M�TFt1GS' http://www.floridabuilding.org/pr/pr_app_dtl.aspx"'param=wGEVXQwtDgsNc735f0bMij 5... 9/16/2013 ENGINEERING EXP'RE55® Ps Ell R .T. PRODUCT EVALUATION REPORT E.'NmNEEfUNG EXPRESS EXPERT PR.©D.UCT EVALUATION R-EPO RT February 22,2013 Application Number: FL# FLB Project.Number: 12-TMW-07 Product Manufacturer: TM Windows, LLC Manufacturer Address: 601 N.W. 12th Ave. PompanoBeach, Florida 33069 Product Name&Description: Series 526 Aluminum Fixed Casement Window Large.Missile Im,>act Resistant Scope of Evaluation.- This valuation.This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission) Rule Chapter 9N- P.006 F.A.C.,for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is,. for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product' shall.be required following pertinent.Florida Building Code modifications or revisions. Substantiating Data. PRODUCT EVALUATIO:N'DOCUMENT FLB drawing#12-TMW-07 titled"Series 525 Aluminum Fixed Casement Window",sheets 1-7, prepared by Engineering,Express,signed&sealed by Frank.I.. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS. Uniform static structural performance has been tested in accordance with TAS.202 test standards per test reports)#0108:01-13 by American Test Lab-of South Florida(ATL),. Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS' j 201 &203 test standards per test report(s)#01.0,8,01-1;3 by American Test Lab of South Florida(ATL). i • STRUCTURAL ENGINEERING.CALCULATIONS Structural engineering calculations have been prepared which — — -;•.,`: + +..,,, evaluate the product based on comparative and/or rational Rallsed Engineer's Sear analysis to qualify the following design criteria: 1. Anchor SpacingG. 2.. Maximum Allowable Size/Pressure s` .0±r Combinations Y649 3. Gass Capacity .,. Frank.L. Bennardo 4. :Anchor Capacity w, -,. #PE0046549 ,988 ./ No 33%o increase in aubwable stress has:been:used in the design of each product: + 160 SW .12.T" A.vEN.UE #106 DEER'FIE'LD BEACH, FL 33442 PHONE: 954-354-06.6.0 FAX: 954-354-0443 WWW.ENGEXP.COM EXPIM& RESS"I NG February 22,2013 ' E.X.P.E.R.T. PRODUCT EVALUATION REPORT (CONTINUED) Page 2 Of 2 TM Window,LLC.—Series 525 Aluminum Fixed Window(LMH) The following are approved for use in the HVHZ as specified in their corresponding NOAs: • Solutia Saflex PVB Interlayer(NOA#11-1102.11) • DuPont Butacite PVB Interlayer(,JOA#11-1118.03) i Impact Resistance: Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. i Wind Load Resistance This product has been designed to resist wind loads as indicated in the design schedule(s)on its respective Product Evaluation Document(i.e. engineering drawing). i Installation The product listed above shall be Installed in strict compliance with Its respective Product Evaluation Document(i.e.engineering drawing), along with all components noted therein. The product component shall be of the materialspecified in that product's respective Product Evaluation Document(i.e.engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with its respective Product Evaluation Document(i.e. engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion,contamination,and other such damage at all times. This product has been designed for use within&outside of the High Velocity Hurricane Zone(HVHZ). 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM •r'�„BEN� ''��, TM WINDOWS LLC. P SEINES 525 ALUMINUM FIXED CASEMENT WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANTsS Tm TO BE USED INSIDE AND OUTSIDE OF HVHZ.ZONES gwoNDows GENERAL NOTES. ui =LLQ �_..X 1. THE�SYSTFM-DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WCM THE 2030 '� >,aVa'Sf W LD FLORIDA BUILDING CODE,FOR WITHINANDOUTSIDE THE HIGH VELQCITY HURRICANE ZONE,PER TAS 201! m' W S .€t 202/203&ASTM E1300-09 STANDARDS. !s 9, 3:1 c € W W. 8. 2. No 33-1l3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OFTHISSYSTEM. WIND N r,q�3: j LOAD,DURATION FACTOR Cd-1.6 HAS BEEN.USED FOR WOOD ANCHOR DESIGN. Q g 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE < DETERMINED[1Y OTHERS ON.A JO8-SPECIFIC BAS19 IN ACCORDANCE WITH THE GOVERNING CODE SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE 2010 FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR.EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS F STATED HEREIN. u € a 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE SNFORMATION F00.A SPECIFIC SITE- � �§gD FOR SITE CONDITIONS.DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR ,ili o g uJ REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE W CONJUNCTION WITH THIS q m o q DOCUMENT. �Qz S Q Z 8 5. PERMIT HOLDER SHALL VERIFY THEAQEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND �q Z SUPERIMPOSED LOADS,WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE �owl,EXISTING.STRUCTURE.- {,-yn]a � - 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. g 7. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. - 8. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BESEALED �F WITH.SILICONE. s 9. ALL BOLTS.&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZ-D STEEL,OR STAINLESS STEEL WITH A g MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. C �_ 10.ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING. I. CODE e8 - 11..E.J.DUPONT DE NEMOURS&:CO.,INC.-BUTACITE PVB INTERLAYER N.OA.#11-1118.03 12.SOLUTIA,INC-SAFLEX PVB INTERLAYER N.O.A.#11-1102.11. 13. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. ( � 14.WINDOW TO SUBSTRATE WATER PROOFING.IS NOT INCLUDED IN THIS DOCUMENT AND MUST BE ADDRESSED ON A SITE SPECIFIC BASIS.NOT BY TM WINDOW&DOOR U.C. IZ--TMW-p7 04 AMERICAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 0108.01-13 COWR SHEET FL #16220.1 z p.YHi list's IN A .. ..... 8 1/4"MAX 8 114"MAX. S:_� ,• �5,' 9NtfAacO.PE . .... FORANCHORS FOR ANCHORS _ TYPE"E" TYPE^B' .. �1 CC 16 1/2"MAX, 6'MAX.FROM 16 112"MAX. 6"MAX FROM i`Ifl• V FOR ANCHORS ANY JOINT OR FOR ANCHORS ANY JOINT OR --- TYPE"A"."C"."D° CORNER(TYP.) 6"MAX FROM TYPE:A" °C°r"D" CORNER(TYP.). _ rJ o ANY JOINT OR =S r0 6"MAX FROM CORNER(TYPJ ' yqy�Q r't(JR,Q ' ANY JOINT OR CORNER •• SURFACE APPLIED i i ( •). SURFACE APPLIED 0AMN f7 FALSE MUNTINS FALSE OPTIONAL - t _= W 3 r. IJ 7 ` lu OPTIONAL +- -- ��• 4. t /—SEE SEPARATE SEPARATE t t___ist__••- �O wp W 3N.+l APPROVAL FOR Q ALUMINUM Ip ul k .. I W VVm SUM : g= 2 MULLION +$ VV s ii ,.tOg t It YZw K V6d, <Q� Y �6Qua a '�y c _____�T_ �-- CONTI WINDOWS l.LOWEEDF Q ugh �•--FRAME WIDTH E WI t•+ U TYPICAL ELEVATION IS USED z z En TYPICAL ELEVATION — MULTIPLE WINDOW iNSTALLATION a D.L.O.WIDTH=WINDOW WIDTH-4%" D.LO.I.ENGTFI=WINDOW LENGTH-4 3¢" b g D,L.O.WIDTH=WINDOW WIDTH-4 `73 D.1.0.:l,ENGTH=WINDOW LENGTH-44 N GLASS ASPACE' 090 SAFLEX OR INTERLAYER SAFIEXOR .090 SAFLEX OR �iBUTACTTE.INTERLAYER BUTACITE INTERLAYERlis°H.S, WILL em Yi"ANN. �'ANN. SET TING BLOCK o SETTING BLACK NSEF[NG' ®AT: .POfNTSAT t/4 POINTS sA7 yi P >-L TM OWrPo61QEY 0 F ... CQVERSHEET M1 M2 G1 FL#16220x1 "7 METAL STRUCTURES(STEEL OR EXISTING HOST E GE DIS d. ALUM.118 MIN THICK) ANCHORS PER ANCHORV :'• ° STEEL:Fy. 36 KSI MIN. SEE MULLION APPROVALS FOR STRUCTURE ALUMINUM-bb63-TS MIN...- SCHEDULE SEE TYPICAL - _ MULLION TYPE AND 512E, 2BY WOOD Eac pp{{�� - -- ELEVATION FOR SPACING PLu• ED DI "�- EDGE DIST 1-EDGE DI ix.OR 2x WOOD 55 5, BUCK(OPTIONAL). 1/4°MAX SHIMSSj NOT BY T.M. iJ4'MAX SHIN 174°MAX SHIM �p '�� • .. 1/4'MAX SHIMT1gRL 2 3L Ei ANCHORS PER £Q� � g ANCHOR SCHEDULE. ____ —�-- NNCHORS PER ANCHORS PIXt > .' Gi 4 tP ANCHORSCHEDULE. R U' g ELEVATION ON SEE TYPICAL SCHEDULE, _____PIC SEE TYPICAL I ELEVATON ON - N a ELEVATION ON SHEET SHEET O FOR W gill 2 SHEET 2/7 FOR 1 SPACING 11 2/7 FOR SPACING 1 SPACING c wQ: 3 TYPICAL L SILICONE BED TYPICLL ANCI.CH ORS. SEE ELEV.ON PAGE 2/7&ANCHOR CHARTS FORSPACING.&QUANTITY 6 1 -NOTE: TYPE'A' WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED 13.'GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. O w THRU SBY INiT1-CONCREf.E(2846 PSI MINI OR.GROUi U w FILLED BLOCK(ASTM C90) APPROVED - 1/4'DIA•ULTRACON 8Y'ELCO'(Fu=177 KSI, V� 6 GLASS TYPES FY =3,ss KSI) t21 ON PAGE 2 7 7O.0 1B 33W MIN.EMBED INTO CONCRETE OR GROUT FILLED s - TYPE'S' z g {y INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ❑ (SYP#2 G=0.55 MIN) O 1/4 DIA,ULTRACON.BY'ELCO'(Fu=177 KSI, 6 73 3 _ Fy 155 KSI) _ E: 1:1/2"MIN.PENETRATION INTO WOOD H$ � . 3 -1. TYPE`C' 3 INTO METAL STRUCTURES(5 PICH S PASS THE _ ANCHORS PER ANCHOR SCHEDULE. THREAD PLANE MIN.) SEE TYPICAL ELEVATION ON'SHEET —1 STEEL:�/g TIiK.MIN.(Fy@36 K57 MIN) 217 FOR SPACING la-. ANNUM:I/8"THK.MI.Y.(6063-T5 MIN) 888 F E f (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED aa44 SEAL SCREW HEADS OR PAINTED) WITH SEALANT(TYP•) 114-20 DIA.SHEET METAL SCREW(GRADE 5 MIN) 1/4°MAX SHIM (W'=120 RSI,FY-96 KSI) g It OR 2x wooD BUCK . (OPTIONAL).NOT BY T.M. TYPE'D• IyL�yy S INTO 2BY WOOD BUCKS OR WOOD STRUCTURES p❑ (SYP#Z G=0.55 MIN) ! 44 § 8 5/16-:DTA.ULTRACON BY'ELCO'(Fu=1}7 KSI FY=155 KSI) i EXISTING HOST 1-1/2'MIN.PENETRATION INTO WOOD 12-TMW-07 STRUCTURE D4 TYPICAL EDGE DISTANCE INTO CONCRETEJ6ROUT FILLED BLOCK-2-1/2'MIN. COVERSHEET INTO WOOD STRUCTURE=1`MIN.(FOR TYPE"B') - INTO WOOD STRUCTURE 1 W MIN.(FOR TYPE-D-) 7 1 TYPICAL SECTION FL # 16220.1 INTO METAL STRUCTURE='V."MIN. VERT S.'cCT' _ : .., METAL STRUCTURES(STEEL OR ... ALUM'$8"YAW 1H.W' _..._. _._ .... ._. _YBY OR 2BY lx OR 2x WOOD = " -STEEL:Fy=36'KSI MIN.,,r_ Y/4•MAX SHIM WOOD BUCK I/4•MAX SHIM I/4"MAX SHIMtD UCK(OPTIONAL) ALUMINUM.•6063 45 MIN.N - 8Y OTHERS. INTERIOR. Y OTHERS. - _ r- - .. O 23ANCHORS PER (ANCHORS PER ANCHOR ANCHOR SCHEDULE .. ANCHORS PER ANCHOR ZSCHEDULE.SEE TYPICAL SEE TYPICAL ( SCHEDULE.SEE TYPICAL (j'1,ELEVATION ON SHEET 2/7 ELEVATION ON SHEET ELEVATION ON SHEET 2/7Q : CRFOR SPACING 2/7OR SPACINGFOR SPRfINGZEL— ( ISTING HOST D:L,j RIJLZIIRE Q:1 k--FRAME WIDTH FRAME WIDTH 904 2 TYPICAL SECTION EXTERIOR € 4. 6. HORIZ SECT c SEE MULLION APPROVALS FOR - IX MULLION TYPE AND SIZE. $ W ANCHORS PER ANCHOR SCHEDULE.SEE TYPICAL. MATERIAL SCHEDULE © ELEVATION ON SHEET 2/7 _ /73 FOR SPACING MATERIAL MANUF. SUPPLIER REMARKS k+ s ITEM PART DESCRIPTION � z. BED OF _ TU-360 FUSED CASEMENT FRAME SRL/JANE/WADER E%TRUSIGN 6063-Te 8. SEALANT 6 - c 2 - SNAP COVER 6063-T6 T<- __..�________ ALUMINUM'U"CfMNNEl T"LONG AT EVERY ANCHGR LOCATION(TTP..)5052 H52 ALUMINUM. -TM-327 1/8"GLASS ST D➢FOR 9116"GLASS 6063-Ts r N -04 TM-326 1/8"GLASS STOP FOR I*INSULATED GLASS 6063-Ts II � $ 3200I VINYL BULB._- 0.175"/ WE POLYPROPYLENE FOR T'INS.GLASS UUTLIFAB 6 3- i N yi 6. 32011 VINYL BULB- 0.270"R TYPE POLYPROPYLENE FOR 7/16'&9/16•GLASS ULTRAFAR 70R g - (2).6.10%1 1/Y PH PHILOS(FTP.ALL CORNERS) (1)610%3'PHIWPS FM'SMS(TTP.ALL CORNERS) 3 CIPTIONAL JAMB Ct3lVDZTION _,4 �6"=11-01 HORIZ SECT OPTIONAL SURFACE APPLIED MUNTINS 6083-T6 � 11 RAP16 STRENGTH RC37700 47RUC111RAL.SRICONE ElASTGMETIIC:AOFi55tVf MOMFNTIVE PERFORMANCE.MATERIALS R _ 9 I 5/16'ALUMINUMNUNTIN SPACER ALUMINUM All METAL COraw BBYlE91BN T - 12-TMW-07 I — PRIMARY SEAL P18,P13 069 0 ARCO 04 — _....SECONDARY SEAL SI.3-017 DOW CORNING cov6R6HEEr FL #16220.1 DESIGN LOAD CAPACITY - (ASD METHOD) : £ FOR GLASS TYPES M1, M2 AND IG1 COMMODITY .._ _....._ •* MODULAR .; w NOMINAL DNS PRESSURE(7+SF.) NOMINAL D)MS PRESSURE(PSE.):.. NOMINAL CAMS PRESSURE.{PSFJ NOMIKAL:DW PRF_SSURE:(PSF:} NOMINAL DIMS PRESSURE(POE) LL FRAME FRAME GLASS TYPE GLASS TYPE FRAME .FRAME GLASS TYPE GLASS TYPE FRAMEJ FRAME $$. LASS TY � FRAME FRAME GLASS TYP GLASS TYPE FRAME FRAME LASS TYP GLASS TYP yiy� •� �_ . HEIGHT WROTH:-: Ml M2&IGI 'HEIGHT WIDTH .:MS M2&1131 .HE 16HT WDTH I MI M2&1GI HEIGHT. 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X - 88" X X CGPAO819DI8L�OIDE161t9B _...._......_.........................._ Tr ...X -07 ........._ _ ...................X..............._.......x..... 7lwua 04 .. .. - 90,.._ ...X.�_._X COWIRSHEET FL #16220.1 7 EXTRUSIONS AND COMPONENTS 0.562 0.510':..: 1.063• _ 0 (EXPOSED t--0.768"-- 1 0.562' 0:510' 1.063'_ - D.Sil" SURFACES ` gAlt _ c !J Ll Cz m ^� � O o 0.090, n r EXPOSED EXPOSED a a l SURFACES � ^ f SURFACES Q >T X s / m U tEl v, © o ry EXPOSED EXPOSED c at W E SURFACES SURFACES 0.130" W qF� 0.575• - ~ ^ 8 EXPOSED EXPOSED N p $ SURFACES SURFACESce CL � .. .,C. f EXPOSED 50 O0 m SURFACES EXPOSED N o ry o 5 " SURFACES 0.324' U 4$ H H � O NOTE: PART#2A IS NOTREQUIRED WHEN USING T14 c".1 :--ION 25 2.675' Z }---2.087._ <. 0.350° 2.154° u DO 32001 32011 830X 1 'PH PHIL11R5 #lox.3 PHILLIPS FH SMS v ry = SASH FLANGE GQGH FLANGE (1YP•ALL CORNERS) (TYP-ALL CORNERS) n N . e FRAME CORNER KEY(1 PERmT CORNER) .... , .060 ALUMINUM SHEET 12� w�Q7 04 COVERBNEEf j NOTE:. EXTRUSIONS NOT TO SCALE, FRAME FRNERCO #`RNER KEY(1 PER FL 16220.1 .060 ALUMINUM SHEET 0 "s BENRAROO,P E ISOMETRIC SECTIONS TM-360 +� ro54 S TM-360 PPLO •• A SEE!APPROVE[S.. y��Ej/�'-.. OQ , ^ GLASS TYPES ON�. ty 10% PAGE 2/.7 0 t TM-360 SEAL, TM-360 3 (n a W .�. 2-4 'p SEAM SEAL MAY HAVE TO:BE RFAPPLIEDINTHE FIELD _ TM-360 BEFORE INSTALLATION OF F WINDOW,INSPECT ALLJOINTS TO ENSURE A PROPER SEAL F TM-360 F TM-360 SEAL i .4 TM-360 SEAL -- 12-TMW-07 rrro 04 :CGWR SHEET 7 9 FL #16220.1 M1AM MIAMI DADECOUNTY in PRODUCT CONTROL SECTION DEPARIMM4T OF REGULATORY AND ECONOMIC RESOURCES(RER) It 805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA} �vwwmiamidadegovlecenomv T.M.Windows LLC 601 NW IP Avenue 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 and accepted by Miami Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted planner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the Iii Velocity Hurricane Zone. DESCRIPTION:Series"747 HP"Aluminum Single Hung Window-L.M.L PPROVAL DOCUMENT:Drawing No.W07-25,titled"Series 747 HP Alum.Single Hung Wdw. (L.M.I.)",sheets 1 through 5 of 5,dated 43/30/07,with revision C dated 01111/12,prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with a manufacturet's name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#12-0213.06 and consists of this page 1 and evidence pages E-i and B-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. �i ' NOA No.13-8122.03 M1AMFaADE C'� KMW Expiration Date: March 06,2018 Approval Date: March 28,2013 -Jf Page 1 f T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07-25,titled"Series 747 IIP Alum. Single Hung Wdw.(L.M.I.)", sheets 1 through 5 of 5,dated 03/30/07,with revision C dated 01/11/12,prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0213.06) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series 747 aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4974,dated 01/02/07,signed and sealed by Michael Wenzel,P.E. (Submitted under previous NOA#07-061Z 06) 2. 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 a series 747 aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-5143,dated 03/06/07,signed and sealed by Michael Wenzel,P.E. (Submitted under pr evious NOA#07-0612.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, dated 01/26/10 and updated to the FBC-2010 on 01/05/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0213.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) Ar ' Manuel Perez,. .E. g'f, Product Control E010ner NOA No.13-0122.03 Expiration Date: March 06,2015 Approval Date: March 28,2013 E-1 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No.11-1102.11 issued to Solutia,Inc.for their"Saflex Clear and Color Glass Interlayers"dated 06/14/12,expiring on 05/21/16. 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminate Glass Interlayer",dated 05105/10,expiring on 02/08/14. 4. Notice of Acceptance No. 11-1102.09 issued to Solutia,Inc.for their"Saflex CP-- Saflex and Saflex HP Composites Glass Interlayers with PET Core"dated 06/14/12,expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated March 20,2013,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report no.FTG4974,issued by Fenestration Testing Laboratory,Inc.,dated March 07,2007,signed and sealed by Michael Wenzel,P.E. (SubinhYed under previous NOA#07-0612.06) 3. Laboratory compliance letter for Test Report no.FTL-5143,issued by Fenestration Testing Laboratory,Inc.,dated March 22,2007,signed and seated by Michael Wenzel,P.E. (Submitted under previous NOA#07-0612.06) G. OTHER 1. Notice of Acceptance No. 12-0213.06,issued to T.M.Windows LLC for their"Series `747 High Performance' Aluminum Single Hung Window—L.M.I.",approved on 04/06/12 and expiring on 03/06/13. Manuel Pere' .E. Product Control E'a ner NOA No.13- 122.03 Expiration Date: March 06,2018 Approval Date: March 28,2013 E-2 w 1/8• S3 1A., YJMt001i WIDTH WINDOW WIDTH 48 1/4' 48 1/4• D.L,on.W. (FIXED) 1A D.L OPO.W. FIXED (S ji AFACE A PPUEO) 21"NAX. p5 (slX MA o) FFFFFF......------2---1'MAX" NAY BE USED A HEAO/SIU NAY BE USED A �HEAOrS0.l NJ,, AS REDD, =1 ._'I.-r=.r== SEE CHARTFOR CAPACITY- A9 L CHOR 11 ', FOR CAPACITY �I II 11 n pppfff II 11 -�_L y„ 11 11 F 9718r M8 1/2•MAX. 0 1/2"MAX. 47_8/V' H£AD •alIIfAO 81LLFL OPO.(VENT) ECO ERS � j40 7/8° 30 VENT h & x THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT, VENT MOTH d WIDTH SHUTTERS ARE NOT REOUWED, TYPICAL ELEVATION TYPE ELEVATH]N t-N SERIES 747 HIGH PERFORMANCE EQUAL LITES UNEQUAL LITES ALUMINUM I I5 NGI,9 HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. EEE gg APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE R COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES 94 MODULES OF TWO OR MORE WINDOWS USING MIAAII—DACE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASti HURRICANE zone(HVHz). LARGE MISSILE IMPACT ppp WOOD BUCKS BY MUST R ANCHORESLY TO TRAMOR7 LOADS TO THE STRUCTURE. RODUGT KIRNMI110 nqn t PRODUCTRHVISBD y$1 ueOmP(ylnawllhlheFlotiWO pV� ueonlplyhlgwl0111wP1e1Mo BE ANCHORS SHALL AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS yoldlpRCoJe ftA PE` 7 02 w1mo." EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ZePlnnm Plproo No yy g ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ¢sPiroBon Ust �?/$ � ON14bn Dsb NOT PART OF THIS APPROVAL. Bye A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, Afpol Ade 1121 'I MUM OF ool T drawing no. 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SOA 130.0 10-1/d` 9010 90.0 04.0 604, 90.0 -130.0 p j 9 20-1/2° 00.0 90.9 80.0 ODA 90.0 13010 I 20-1/2` 9010 -90.0 00.0 OOo -OOA 130.0 a (51 • 37• JB-3)/1 9oA 9010 80.0 ODA 0010 130.0 37° (0) 90.0 00.0 80.0 BOA 00.0 13010 N 03-1 ODA 9010 80.0 80.0 9010 130.0 � 63-1 9 00.0- 90.0 OOA BOA 90.0 t13.7 q 19-1,70' 0031 90.0 80.0 80.0 9010 130.0 t8-1/8° 00,0 9010 80.0 BOA 90A 13010 ,Q.�O.W pgpq 29-1/2' 00.0 9010 BOA 80,0 IDA 130.D x 28-1/Y ODA 9010 80.0 BOA BOA 130.9 8 a 37' lec(4) 9010 00.0 0010 BOA 90.0 130.0 37° (� 90a 8010 eD0 80.0 ODA 130.0 B 83-1/O" 904 9010 8010 90.0 9010- 110.8 83-1/6• 00.0 9010 0010 110,6 (� 10-1/6` 90.0 90.0 ODA__80.0 Q0.0 IJOA_ � � 10-1/6' 90.0 9010 no BOA _.9010- 130A 4 I 7/16'O.VVI.EE�7PpAtJ3L �AeMS�.CLASS 1/2'OVEpRApLL.LAM.GLASS 28-1/2• goo ��GOA BOA 80,0900 13010 28-1/2.78-3/4• eO.O ODA 80.0 EOA OOA 170.0 TJ4 g B3P 8O/6• 9010 90.0 $010 60.0 90.0 130.0 ' 37" (Q) 90.0 00.0. ___ __ 90.0 130..0 i3 $a-1/w $010 90.0 -BDA. no 900 100.0 N 53-1/6` 90.0 -00.0 - 00A 100.6 19-1/6• 90,0 90.0 ODA 80.0 90.0 I3OA - 24" BOA 98.0 80.0 801. 000 130.0 - 3/18'ANN.GLASS 3/1O°ANN.QGSS 20-1/2' �. 0010 90.0 8910- 80.0 9010 130.0 JO' 90.0 98.0 80.0 00:0 900 130.0 ? 120'INTERLAYER 37" o 00.0 900 ODA $010' "A 13010 38 4B, ODA 10.0 80.0 801 90.0 13" 2 1 -UVEKOL-LIO RESIN �"WTMAYER 83-1/e° 9010 9Q•0 00.0 BCA 90:0 10210 42• (4) 9010 00.0 �.0 ODA 900 130.0 eo BY'CYTEC INWSIRES INC.' SAFL4L ING BY SOLUTIA 19-I/W 9010 90.o '80.0 80.0 OOA t3OA 46` Bo"A 9010 611.0 80.0 90.0 130.0 -3/16"ANN.OlAS4 3/18'ANN. CUSS 24-1/2'R.3/4° 900 .90,0 800- 8Bo 00.0 1701 OL° OOA 90.0 800 80.0 90.0 U0.s c Y 37" (6) 901 90.0 wo i� A 9010 13010 24' 00.0 90.0 80 0 00.0 00.0 130.0 ir7hC M 90.0 00.0 800 ODA,_ 90.0 130.0 83-1 ' Qoo -90.0 $0.0 800 90.0 93.8 �� - V 24• 9010• 90.0 60.0' 8010 00:0 IJOA 36' 0.0 -90.0 9DA 60.0 90.0 W0.0 E 77700 GE SILICONE700 Co.• d li-1 tL TREMCO$PEGTRWd 2 YRENCO SPECTRUM 2 SO' -90.0- 00.0 •80.0 80.0 g0.0 130.0. 42• (8) 90.0 OOA. q4, 80.6 go. 13010 > 38' 9810 9a0 OOA 800 90.0 iJ0.0 48' OOA 00.0 BDO 80.0 801 100D x "�•1 [Y, 1 j..i. Q ! ii 42• I 9010 9060 AAA ODA :9010 Uo.o_ aa 64° eo.1 �Doo� - - - 80.1 I08.7 • 1 I jl 48" -9010 90.0 BOA 60.0 90A, .130.0 % 24° 90.0 90.0 8010 8010 90.0 11910 p� m '1 90.0 000 lqA 8010 90.0 118.3 00,0 ODA _ ODA I3D.p r, �O I. 64" .. - .._ 24" 1104, 100._0 80:0. OO.O 90.0 .130.0 z ,i gb.0 06.0 BOA 60.0 00.0 13010 n Zf 0. 30• BOA 90.0 11010 BOA 90.0 1.70:0 -V, � �8) OOA 0. 90.0 - 90.0 138.0 1 `- 30• �. 9010 sop ODA BOA ODA 130.0 46' OD.O 90.0 80.0 f80.3 iii -4-too a 42' (8) _90.0 goo OOA 8010 00.0 IJOA �f 81• 84.0 9010 - BIA 108.4 ��ii 4s904. 90.0 BOAA.. .110.0 BOA i23A 63-1/0.0a _ ^' 1/2"OvtX11U.1 IAM.GLASS 7/181 LASS 8 - - - 00.0 130:9 . //• 84• 90A 900 OOA 80.0 90.0 102.7 TYPE .C. � 24• 90.0 90.9 8IA 8010 no ISA w 83^f/g•SO6 WA 13010 30• 90.0 90.0 BOA 80.0 ODA 130,0 63-1/g" 43' ODA 13010 36" 90.0 9D.0. 8010 e0A g0.o 13010 3/18" HEAT STREN'0 GLASS 3/18"HEAT STREMO CLASS 42" (8) .90.0-._90.0- 8010 0010 90.0; tJOA 63-1/Q°%B-3 4' 90,0 128,3 a $ 075•STORIMOLASS INTEMIGYEk 090"INTERLAYER 48' 10.0 900 8010 00.0 90.0 115.0 84. 41' _ - _ _ 0010 130.0 R VA14CEVA COMPOSBE BY SOLU71A SENTRYGLAS BY OVPONT 64• 08.2 90.0 78.4 784 88.2 13.6 ^ Bp•1 120.7 67-I/O•Go-6/8- _ - - go.o 130.0 w• - - --3/18"HEAT STREN'D CLASS 3/18"HEAT STRENb oLASS tie-e/e O/' - 8410 122.0 Br1/B• - - - - 90.9 Hw.o 7 OE 77 9 -SI CONE 43-1/8' e" - - - 98.0 13010 •NO.IN PARENTHESIS INDICATE NO.OF ANCHOR$PER JAMB TR CO SPECTRUM 2 TREMCO SPECTRUM 2 87-t/8'71-71 1 _ _ - 90.0 13010 ROBUCI RP,NIT9�L ••� 6 S = PI 6 tt u eomplyinB WLlh the PToliA6uldlag 'p - �I�' 9 i - _ - !tcaptoC4n18 - - t 84` 8" 90.0 I"4, AenpMacc No •Ol ^. ODA 13010 Rjplmll.1 Date 10'8 jl! 1. i. 9P t8) - - 90.0 130.0 J. ■ By �r� 1 �8qL PRODUCT RBVI9HD �t 90.0 11010 � AfIP_ dePtddultt. 0 "� PE/710592' sa welplyln9vrtlRlhe PlOnFdp 88.2 127.4 v 'CA.H).3538 Bulldtng Code 4 NO.N4 PARENTHESIS INDICATE N0.OF ANCHORS PER JAMB A teeoe� 15/32"OVERALL LAM,CLASS 7/16'OVERALL LAM.GLASS NOTE' Byy drawing no. GLASS CAPACITIES ON THIS SHEET ARE 17011 DA Nro BBL r9 TYPE D TYPE IF BASED ON ASTM E1300-04 (3 SEC. GUSTS) W07^25 GLA2INC OPTIONS AND FLORIDA BUILDING COMMISSION sheat 01 5 9 �-� DECLARATORY STATEMENT DCAOS-DEC-21 ' EE 0.�ANCHORS TYPICAL ANCHORS \ �� {DY FOR SPACING SEE ELEVS.FOR 9PACK10 2GY`YNOD MCK • W000 wow S\TRV 0 • ANALIttMMW-DAt)E COLIN MPKOVfO 3! w d a •n •a" d'••:� '� STRUCTURE IA1ULl10R k MWON ANCHORS I a.r'.�.•.... 1 a. ~ • ,•. 1 !'SEE 1fPARATE ROA 1 i 'I 1it TYPICAL ANCHORS 4 SEE SLEW FOR SPACING •b TYRCAL ANCHORS II�. SEE ELEV,FOR SPACING SEE ELEV.FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS L4i" alk tILTRAQQd BY'ELCO' (Ft.177 K81,Fy.{ss Ksl) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 26Y WOOD aUCK-fOR WOOD STRUCTURES !,p AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-3/8" MIN, PENETRATION INTO WOOD �1! THRU 18Y BUCKS INTO CONC. OR MASONRY gt 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1i 5y5yp�� 78 DIRECTLY INTO CONC, OR MASONRY aS 8 1-1/4"MIN. EMBED INTO CONC. OR MASONRY r]j rrSS -ba an.SELF ORII NAND SCREWs (ORAOE 2 CAS) J INTO METAL STRUCTURES A2GA. IN it L�NUM . 8"THK.MIN. (6063-T5 MIN.) 4y !; !, (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) n 3 O 1 p j ^ �q i r prn eLa OR SELF DRIILCR OJG eCREW3 (GRADE 2 s) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. .090") H (NO SHIM SPACE) I i ! TYPICAL FDGE DISTANCE INTO CONCRETE AND MASONRY a 2" MIN. INTO WOOD STRUCTURE m 1" MIN. g INTO METAL STRUCTURE - 3/4" MIN. 18 CONCRETE AT HEAO, SILL OR %M8S 1'o . 3000 PSI NLN. lO C-00 HOLLOW/FILLEO BLOCK AT JAMBS Pm - 2000 PSI MIN. Q$ o SEALANTS: © i 2 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH i SIUCONE OR ACRYLIC SEALANT. W{ IO a < oe u a dj WEEPHOLE5: L W7 - 7/8' LONG NOTCH AT.�AH END L AWAO •PRODO(,TRBVISBU } g'•-::!' .' • qnse ran! RE .�..,.;;:•. - '•.: 'A .. gtODUCT'RKNSWL&U F!A RE•/70597 - iµYIILB wfIhGb PlorMa ...' �+t•"C' •• _ srbap(rlaggwlN{hs6{otNls G ]B AdNi .A •� .,.w.• .x. Y: 9u!dlgCodr NabaDAN/Q• / 8 h Q < o '` I \ •' y 4ttepinncoN A 0/0 .7 /3 F . .• sxpiroli Ds6QAlBANCHORS 4 dronin rro. ,.•.''a -.-y'.. t, ^ :''•� TYPICAL ANC{KIRS ' .v • FOR SPACING WOOD SUOK " 1 FOR SPACING ISEE ELEV. YPICAD et W07-25 aA. uAweP aQo=/ JA •8 2612 Y F80( PART QTY. 01100Rtmom WATMAL MANF,4UPPMlg1/RBMARXS LL 1 7M-131A 1 FRAME WAD ....,_. 8083-18 2 OW-37731 1 VRAME Sll 0083-TB - 3 TM-130 2 FRAME A" 8003-78 _ 4 TM-1317 I MSEDNO RAIL 8003-T8 - 8 TM-140 I VENT TOP RAIL 8063-To - W 8 CW-37730 1 VENT EO1MM RAN, 8083-18 - 7 OW-31174 2 VENT JAM"17111 8083-18 - YS $ O'N-31470 2 VENT STOP 808346 - - MIMAI-OADE COUNTY 0 TM-1410 4/VENT OIAZINO BEAD 8083-T8 - 'T APPR,O CLIP NUL IOM SEE 8EPW4ATE NOA 10 W43371 (2)STRIP FlN SEAL WEATHERSTRIP BO/TOM RAL/FFAME SILL QQ SANCHORS TEE EE ELEV.FOR SPACING W3 1l W43201 CO)STRIP FIN UAL WEATHERSTRIP - VENT TOP/AWD.RML EL _ -._... ...... 1226 (2 STRIP FlN SEAL WEATNERSTRIP VENT JAMB S11LE8 rd -_� 114 P$043 2 1 3/8'117/e'kl/2"flNSEAI PAD - FRAME 8N_1.CORNERS 18 TM-t18A 2/VENT SPRING LOANS EGRESS LOCK BOSJ-T8 VEM Son.RAR.0' ROM FENO$ 1 ._._......... ......_ .- --.. I, 1p - 4/VFI4T VENT DUDE NYLON VENT INi,CORNERS Rio 1 17 - 2/YENT CALOWE4.L SPIRAL BALANCES - AT FRAME JAMBS tB WVR-9302 2/VENi SMANCE COVER VH•ftl FRAME HEAD/JAMBS „• 'I 1; 10 N88 2/VENT CALDWFLL AAWRX CUP - VENS 0017.CORNERS 1 ilii 20 - 2 /12 i 3/4"P.H.SMS STEEL (1)AT EACH SALOME 21 - 2/COfitNiR 012 1 1'P.H.SMS_ STEEL FRAME CORNERS&M_TO•RAN.CORNERS 22 2/CORNER /10 1'P.N.SMS STEEL VENT CORNERS II 1� -_-A 24 - 4 /O z 3/8"F.H.SATS. STEEL AT EM1 PLASTIC DUDE EXTERIOR 25 2 f/2`% 1`X 1/B'REINF.CNiWWt$ 6063-TS AT E& RAIL _ YANDOW YI�OIH WINDOW WIDTH _ 48 I 1 % 1 X 1/B`RE[W.TUBE 8083-T8 AT VENT TOP f1A11. 2y I 1-3/8 X 1/18"REINF.BAR 8083-18 AT VENT TOP RAIL Q VENT WIDTH © _ D.L.OPO. 1/HIMS Ul rr 1/4"AUOL 1/4'SHIM TYPM.AI.ANCHORS yyD� 10 18 TYPIC&ANCHORS MAX. SEI:ELEV. FOR SPACING !:g 0 1 1 --SEE EIEV, g 8I FOR SPACING Sg4 y1 STRUCTURE y � S TYPICAL ANCHORS SP-E CLEV, 2++ear.s++wrxr •.,i ` R W000 B K s FOR SPACING 3 EXTERIOR . ' �vIOOO SUCKS nyrt. i IL T'RODUCTl48VISMU 'iz • -a RA PE/70602 moemWCogwllhOwlQof(88 g D.L.OPO,(T1XED) 410011CT'RENEV" CAN.'.1,838 OnIWTnBCode �, k .._ .:r•' t Asc4zpl)4nXMlNflltPlolo A PIu1c4No y gg 9uWbµCbAo Rx iettonpNo WINDOW MDTH 4ccYItAua Dy pge. - to H (Tplrollon T)sU !E D ) t p drowin9 �• Atiero( We 180ne4Con JAN46 20JAN 6 2012 ehaet sor 51 1.429 .938 3,042 V 2 462F .082 � n 1 37 .062 I.a00 '�7 F 4 G 1.080 1,408 6 VENT STOP ..--J.18B— 1.060 1.000 FRAME HEAD t.928 1y 1.000 2.437- 3,04J2 .437 •800 { FRAME,IAMB t xe I '056 2,312 .023 UTO. RAIL REMFORCINO 1.730 402 .040 2 _ 02 1.000 .369 �— VENT TOP CORNER —1.379— 1 U FIXED MEETMIG RAIL Q GLAZING BEAD 1.000 128 ----2.3Y3 .L—_ 1.376— f.188 2a FRAME TOP CORNER rOP RAIL REINFORCING 2 —y 1.J 1.780 1.374 .062' I x 0 � 2.J� .,paa .990 Z •O I a 3 �.ea6 I.t3s .662 1.206 �a Loop ti VENT TOP RAIL �7 SASH SIDE RAIL ® tATCh LOCK Jit --2.202 I AA .097 —^ —3.245 I Je 8�4 062 rr Kil 3.812 —ff 4.47 4.312 3.927 W0112 I BOTTOM C�ORNFAF�9E��502 -c�ucempl","IV lh lhe9tW1A6 _ Pol LniWDAto!InlAingl'adc 3.141— AaepineeeNp '171 2.03 F,Ikplralbn Del G'/8 ;mm,ma 4 P tl tN droeing no. BY_ SAME BOTTOM CORNER�OTTOM CORNER AN'lA 2012 W07-25 O VENT lTGT1'OM RAIL __ 2O FRAME SILL Nlam, ad4P uH ,� sheet of M IAM MIAMI-DADE COUNTY PRODUC • T CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PRIM) Miami,Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE LNOA) www.mieutldade. ovbcrR SIW Impact Windows,LLC 975 S.Congress Avenue,#102 Delray Beach,FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including i AESCRIPTION:Clipped,Extruded Aluminum Tube MuDion L:M.I. A.PPROVAL DOCUMENT:Drawing No.M07-04,titled"Aluminum Tube Mullions",sheets 1 through 7 of 7,dated 10/01/07,with revision C dated 12/()6/11,prepared by Al-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 aad'expiration date by the Miami-Dade County Product Control Section. NIi iLE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may displayad in advertising literature.. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#10-1004.01 and consists of this page 1 and evidence pages E•1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Approval Date: April 26,2012 NOA No.12-0221.09 Expiration Date: November 21,2017 ¢�� t2 Page I SIW Impact Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W07-04,titled"Aluminum Tube Mullions",sheets 1 through 7 of 7, dated 10/01/07,with revision C dated 12/06/11,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahr:iad,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 ' along with marked-up drawings and installation diagram of series 100 mulled single hung windows,prepared by Hwdcane Engineering&Testing,Inc.,Test Report No. HETI-07-4107,dated 03/26/ 7,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA#07-1016.06) 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)Forced Entry Test,per SFBC 3603.2(b) along with marked-up drawings and installation diagram of series 100 mulled single hung windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-074108,dated 03/26/07,signed and seated by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA#071016.06) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 . 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 100 mulled fixed windows,prepared by Hurricanc Engineering&Testing,Inc.,Test Report No. HETI-074115,dated 04/09/07: signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NO,4#07-1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Al-Farooq Corporation,dated 08/13/09 and revised on 09/14/10,signed and sealed by Javad Ahmad,P.E. (Submitted under previous N 7A#10-1004.01) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) Manuel P.E. Produot.Cont 1 E iner NOA No. 1:09 Expiration Dater November 21,2017 Approval Date: April 26,2012 F-1 SIW Impact Windows,LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated December 05,2011,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 10-1004.01,issued to SIW Impact Windows,LLC for their Clipped Aluminum Tube Mullion—L.M.I.,approved on 11111/10 and expiring on 11/21/12, Manuel Per Product Controlxami• r NOA No.12 .09 Expiration Date: November 21,2017 Approval Date: April 26,2012 E-2 - ---------- -- -- --------- r{ 1 --- ------- 1 _ I I I i jl 11 1 4� �L=_ J I GAZING PRODUCT I N tm 3� TYPICAL I9,a�l WINDOW FLAME I100O Li 1. 3.000 4.000- z N^-2.000—moi p MULLIONS CONTAINING TYPI .AI GAZING PRODUCTS O HORIZONTAL OR VER11 .A w a SEE WINDOW OR DOOR APPROVAL FOR FASFFNERS SIZES AND SPACING P N z� Z 0.00 j Zvi} MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WTIH ALL MIAMI—DARE COUNTY APPROVED - IMPACT AND NON—UAPACT RESISTANT PRODUCTS. g RECTANGULAR ALUMINUM TUBE MULLIONS USING MULUON PROPERTIES ONLY TIS PRODUCE NAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE OF THE FLORIDA BULDYO CODE 2DIO tDMON NCLUDIN aTz VELOdtt HLNPNVGIIE ZONE(FA4¢). STRUMONS: . ALL 6lABLE PRODUCTS USED WIMEQU 71MEN W.E:MI MUSE MEET LER USE CHARTS AND GRAPHS AS FOLLOWS. >f APPLICABLE BUILDING CODE REQUIREMENTS I.E:WIND LOAD, WATER HE LINEA FRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. - SrEP I DETERMINE DOM LOAD REQUWM PER ASCE 7 1- WOOD WM BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER FOR PARTICULAR OPENING. G p LOVJ73 TO THE STIIICRLXE. .STPP 9 USE MMiFWDE COUNTY APPROVED GLAZING PRrU= - , T '. ANCHORS SHALL BE AS LISTED,SWED AS SHOWN ON DETAILS,EWIIEDMENT MEETNO ABOVE LOAD REQUIREMENTS. i '.- 17RODUCI'RByI!!BD Fs -' TO BASE AATEM SMALL aE BEYOND WALL CAVFIING MICCG.TILE ETC.). . M AHMAD USE CONNECTION TD MULLION AS PER PRODUCT i eu�pE Tmax +tedyyy111yyywtlMeF11r1l� d APPROVAL ANCHORING CONORIONS OTHER THAN THOSE SHOWN IN THESE DETAILS 6All RA NI — ' ARE NOT PARE OF lib APPROVN. IISINO CWIRIS ON SLEET S$FI.EDT NUWON WITH 17 Tlx Oft A Y STEP DEMON RATING MORE TH—uc96N LOAD VECF D A LOAD DUWIDN NOREASE 6 USED N DESIGN OF ANCHORS NFO WOOD ONLY. N STEP 1 ADM. WTEIIN3 a4'SIl0a1C BI1T NOT IlYfM TO SCREWS,TNT COME INTO USING ANCHOR TYPES ON SHEET 3 TRU 7 AND!ANCHOR CHAIM ot1 N dro ng ^O• CONTACr WBN ODER DI98YlAR MATL7IAL5 SWUL MEET TFE REQUIREMENTS �� ON SFECT 4, SELECT ANCHOR TYPE WUH DESIp1 RATING cr M07—O�t - OF 2010 FLORIDA MDG.CODE SECUON 2OD&&4, MORE THAN THE DESIGN LOADS SPECIFIED N sTE 7 ANLovt; OFv - ' t�1.250 DT 1.000 50690.J75,.p� ',25 2.500.125 -.,25 4.5004.0003.000 .125 -3.750- -�1 0'OLl L-j I LOPNOTTCHNAL Ot, 2s�.__..— 4zUMULLION CLIP (6063-i8) T1 X 3 1 X 4 1-1/4 X 4-1/2 (ALT. TO ANGLES) LSTD. MULLIONCUSTOMMULLION CUSTOM MULLION CUP LENGTHS MUST BE CUT TO FIT SNUG8063-T6 6063-T8 6063-T6 INTO 18Y TUBE MUWONS. ----- m 2.000_.__ 2.000-� V1 O �o w 1.890-- � J C J � Ld 8QM 2.000_-._� �.--2.000 125 250 D Zv h. �-- - TYP. TYP. .125 I 2.500 m 1.030 Z Q Z m A .125 .250 6.000 8.000 m TYP. TYP. J - '0 I Qto 4.000 .000 t---- 3.750rn NOTCH OPTIONAL n�A _ JL— Is� 2 X 4 2 X 4 2 X 8 2 X 6 MULLION CLIP (8083-7B) �I _ HEAVY MULLION STD MULLION HEAW MULLION (ALT.To ANGLES) t^ a CUP LENGTHS MUST BE CUT TO fli SNUG $$ $ 60fi}-YB 8083-T8 6063-T6 8063-TB INTO 29Y TUBE MULLIONS. - --- NOTCH o m OPTIONAL .q? g g 0 125 2.000 F^91:JAVAD AHMM PRODUCTREVISM .RA,PE7. 40�yi°5�do�ft CNt A. SMO T�I�{ -- CN.J538 92 BupaeaeIQ• 11 ---2.000--I BY so.Deft Mimel Produ4 drawing no. ANGLE CLIP p� 011 M07-04� 8083-T6 (sheet Q of 7� DESIGN LOAD CAPACITY-PSF(TUBS MULILONS) DUMN LOAD CAPACITY-PSF(SOBS MULLIONS) DESIGN LOAD CAP'C7fY-PSP(TUBE MULLIONS) 1-1 4 1-1/4 14 WINDOW DIY9. I X 3 X 4 I Z 4 4-1/2 2 X 4 2 X 4 2 X 6 2 X 8 WINDOW.0849. 1 2 3 1 X 4 I X C 4-1/2 X 4 E X L R 6 2 X 8 WINDOW DIKE. 1 X 9 1 X 4 1 X 4 4-1/2 2 X 4 2 X 4 2 X 6 2 X 6 1� WIDTH(w)MULL SPAN STD. CUSTOM CUS1'071 SPD. STD. HEAVY WUM(w) LL SPAN STD. STD. CUSTOM CURIUM HEAVY 979. HEAVY wmH Iw)MULL 5pµ STD. 87'0. CUSTOM CUSTOM STD. HEAVY STD. EHi 19-1/8' 130.0 130.0 13DA 130.0 13010 130.0 130.0 13D.0 19-1/8" 64.3 130.0 130.0 130.0 1 130.0 130.0 130.0 19-1/8' - 37.0 50.3 78.9 55.3 98.7 130.0 130.0 Q F oz 28-1/2" 130.0 130.0 130.0 130.0 138.0 130.0 130.0 130.0 26-1/2" 40.4 99.5 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2• - - 42.6 58,9 39.9 71.2 111.0 130.0 I;,w 30" 130.0_ 13010 t30.0 130.0 130.0 130.0 130.0 W. 41.0 _67.9 130.0 130.0 128.{ 130.0 130.0 130.0 30" 37.8 60.3 35.3 829 98.1 130.0 Q Z 130.0 130.0 130.0 130.0 130.0 _130.0 130.0 130.0 -3T 33.2 71.3 11110 130,0 104.1 130.0 130.0 130.0 37' - - 30.8 40.8 - 51.0 79.5 130.0 �g g 42' 38-3/e„ 30. 10 130.0 130.0 130.0 130.0 130.0 1.30.0 130.0 42' 78, 82.8 98.3 127.8 91.7 13010 13010 130.0 42' 120" - - - 35.9 - 44.9 70.1 128.7 N 48' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 48' - 54.9 B&0 111.6 80.3 130,0 -130.0 130.0 48` - - 31.4 - 39.3 51.3 112.6 54" 130.0 130.0 130.0_ 130.0 13010_ 130.0 130.0 130.0 54" - 48.8 78.4 99.1 71.4 1271 130.0 130.0 84" - - - - - 34.9 54.5 100.1 60` 123.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 80' - 44.0 Sala 891 84.2 lt4S 130.0 130.0 60' - 33.1 49.0 00.1 7VC sj 66` 1125 130,0 130.0 130.0 130.0 130.0 130.0 130.0 68' 40.0 82.5 81.1 58.4 104.1 118.7 130.0 88' - - - - - - 44.5 81,9 G. 72' 103.2 130.0 130.0 130.0 130.0 130.0 130.0 130.0 72' - 30.6 57.3 74.4 5106 95.4 108.8 130.0 72' - - - - - - 40.9 75.1 4d 19-1/e' 130.0 1.30.0 130.0 130.0 1,30.0 130.0 130.0 130.0 19-1/8' 51.5 110.4 130.0 130.0 1.30.0 130.0 13010 130.0 19-1/8" - 44.5 59.3 41.0 74.1 116.6 130.0 26-1 2' 130.0 130.0 130.0 130.0 130,0 130.0 130.0 1304 28-1/2` 37.2 79.7 124.7 130.0 116.4 130.0 13010 130.0 26-1/2" - - 32.1 42.8 - 5310 83.4 130.0 130.0 130. 130.0 130.0 130.0 130.0 13010 130.0 30` 32.8 70.4 1 110.2 130.0 1028 130.0 130.0 130.0 30` - - 37.8 - 47.3 73.7 130.0 Z N 37' 118.3 130.0 130.0 130.0 130.0 130.0 130.0 130.0 37" - 57.1 89.3 118.8 63.4 130.0 130.0 130.0 37' - - - 30.8 - 38.3 59.8 109.8 g 4130.0 130.0 130.0 130.0 130.0 130.0 130.0 42' - 50.3 78.7 104.7 73.5 130.0 130.0 130.0 42" - - - - - 33.8 52.6 96.7 1pryp1 yJ1 50-5/8' O 132' a ^W 46' 88.fl 1.30.0 130,0 130.0 13010 130.0 130.0 13010 H0. B'48` - .0 88.8 91.6 114.8 130.0 130.0 I - - - - - 46.1 64.8 64' 79.0 127.2 130.0 130.0 130.0 130.0 130.0 130.0 54` - 39.1 61.2 81.4 57.1 101.9 125.1 130.0 54" 40.9 75.2 BO' 71.1 114.5 130.0 130.0 130.0 130.0 130.0 130.0 60' - 35.2 55.1 73.3' 51.4 91.7 112.6 130.0 80" - - - - - - 35.8 87.7 n 80' 84.7 104,1 130.0 1304 130.0 130.0 130.0 130.0 88" 3210 50.1 60.6 46.7 83.4 1023 130.0 Be* - - - - - 33.5 81.5 72' 59.3 9510 130.0 1 130.0 130.0 13D.0 130.0 130.0 72' - - 45.0 01.1: 42.8 78,4 93.8 130.0 72" - - - - - - 30.7 58.4 Z U l 19-1/8' 122.1. 130.0 130,0 130.0 130.0 13010 1.30.0 130.0 19-1/8" 34.5 74.0 115.8 13OA 100.1 130,0 130.0 130.0 19-1/8" - - 34,3 45,5 32.0 57.1 89.0 130.0 _O J 04 d 26-1/2" 08.1 130.0 130.0 130.0 130.0 130A 130.0 130.0 20-1/Y - 53.4 83.5 1112 7&0 130.0 130.0 130.0 26-1/2' - - - 32,9 - 41.2 641 118.0 J 30" 77.8 1 130.0 130.0 130.0 130.0 130.0 130.0 /30• - 47.2 73.8 98.2 68.9 1 130.0 130.0 30" - - - -- 38.4 56.6 10{.3 63.1 t.24 130.0 130.0 130.0 13010 130.0 13010 - J&2 69.8 79.6 55.9 99.8 130.0 130.0 J7` 1{4' - - - - - 40.0 84.555.8 130.0 130.0 1.30.0 130.0 13010 13010 42527 70.1 49.2 .7 123.1 130,0 42' - - - - - - 40.5 74.5 W48.0 130.0 130.0 130.0 130.0 130.0 130.0 48' \ / - - 48.1 51.4 411 76,8 107.7 130.0 48" - - - - - 35.5 651 m Z In 84• 43.2128.5 130.0 120.0 130.0 130.0 130.0 54" v - - N.0 54.8 38.3 68,2 95.8 130.0 54' - - - - - - 31.5 $7.9 s V W lb" 30.9 73.a 115,7 13010 708.0 130.0 130.0 13010 80' - - -30.9 44.1 3:.! 81.4 86.2 130,0 ED 68" 35,4 67.2 106.1 124.3 98.2 13010 130.0 130.0 86" - - 33.5 44.6 31.3 55.8 78.4 130.0 ppZ 72" 324 6110 96.4 114.0 90.0 130.0 130.0 130.0 72" - - 30,7 40.9 - 51.2 71.8 130.0 ARCHES TD BE INSCRIBED z 4.U m .-. INSIDE RECTANGULAR SHAPE HORIZONTAL NUl1JON ? }Q 19-1/8' 74.6 130.0 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8' - 31.9 81.3 1083 75.9 130.0 130.0 _130.0 vi 28-1/2' 53.6_ 115.4 1300 130.0 130.0 130.0 130.0 13D.0 26-1/2" - 37.5 56.7 78.1 54.8 97.7 130.0 130.0 30" 47.5 101.0 130.0 130.0 130.0 t30A 130.0 13010 30" - 53.1 51.8 69.0 48,4 80.3 130.0 130.0 - N m i 3TC38.5 W-11 128.3 130.0 120.7 130.0 130.0 130.0 37" - - 420 559 391 70.0 109.1 130.0 VERTICAL 42" 33.0 726 113.9 130.0 108.4 130.0 130.0 130,0 42' 108" - - 37.0 48.3 34.6 61.6 96.1 130.0 MULLION 48" - 65.7 99.7 123.1 93.1 130.0 130.0 130. - 48" - - 32.4 43.1 30.2 53.9 84.1 130.0 = - 59• - 58.6 8810 109.4 82.7 1 130.0 130.0 54" - - - 3&3 - 47.9 74.7 f30.0 GLAZING GLAZING 5110 79.7 98.8 74.1 130.0 130.0 13010 80' 34.8 43.1 07.5 123.6 PRODUCT PRODUCT N 72.6 89.8 87.7 / .7 1.30.0 1.30.0 86' _- - - 323 - 40.4 81.2 112.3 = 3 72' 42.5 ZING 6610 82.1 620 110.8 120.1 13010 72" 58.1 103.0 PRODUCT PRODUCT c _ _ _ - _ PRODUCT PRODl1CT ALL LOADS ARE EXT.(+)/INT.(-). wl I 13( �..--N4�1 NULUON SPAM TYPICAL MULLION ARRANGEMENTS NOTE: + WIDT _ w1 + w2 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 2 VERTICALLY OR HORIZONTALLY. 4 (INTERPOLATION BETWEEN WIDTHS ALLOWED) End;'=L.' PRODUCT REVISED � FIAPE70592 w mnptying with do MINI& 8 � CAN. Unilding Code By drawing n0. MULLION P M07-04 Y0 sheet 3 of 7 DESIGN LOAD CAPACITY - PSF DESIGN LOAD rAPACITY -PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. A>WRS TYPE WINDOW DIMS. S TYPE WINDOW DW. ANCHORS TYPE ooa WIDTH (Y) M1A1 SPAN A B C D WIDTH(W)IMULL SPAN A t R C D WIDTH (W) MULL SPAN A B C D Q 19-1/8" 130.0 130.0 130.0 130.0 19-1/8" 114.7 130.0 130.0 19-1/8" 74.5 120.5 90.4 130.0 H�z !26-1/2' 130.0 130.0 130A 13010 26-1/2" 82.8 130.0 100.3 130.0 26-1/2" 53.8 8s9 65.2 130.0 ,o 130.0 130.0 130.0 130.0 30" 73.1 118.2 86.6 130.0 30" 47.5 76 8 57.8 115.2 37" 120.5 130.0 130.0 130.0 37" 59.3 95.6 71.9 130.0 }y 38.5 62.3 48.7 93.+ 42" 106.1 130.0 128.7 130.0 0.2" 52,2 84.4 63.3 126.6 42' 33.9 54.9 41.1 82.3 C 3g_3/8• _._ 78" 120' ---- 92.9 -_92.9 130.0 112.6 130.0 48" 45.7 73.8 55.4 110.8 48' 29.7 48,0 36.0 720 54" 82.8 130.0 100.1 130.0 54" 40.6 65.6 49.2 98.5 54" 28.4 42.7 320 64,0 .1 _._ .__ 60' 74.3 120.1 90.1 130.0 80" 36.6 59.1 44.3 88.6 60" 23.8 38.4 28.8 57.6 __ ____ 68" 67.5 109.2 81.9 130.0 88" 33.2 53.7 40.3 80.8 66" 21.6 34.9 26.2 52.4 ppry�� 72" 1 61.9 100.1 75.0 130.0 72" 30.5 49.2 36.9 73.6 72" - 32.0 24.0 48.004 O 19-1/8" 130.0 130.0 130.0 13-0.0 19-1/8" 106.5 130.0 129.1 130.0 19-1/8" 67.8 109.5 82.1 130.0_ m 2 �12" 127.5 130.0 130.0 130.0 26-1/2" 76.9 124.2 93.2 130.0 26-1/2" 48.9 79.0 59.3 118.6 Q112.8 30.0 130.0 130.0 30" 67.9 109.7 82.3 130.0 30" 43.2 69.6 52.4 104.7Z 91.3 130.0 110.7 130.0 37" 55.0 _66.7 130.0 37" 35.0 58.6 42.5 54.9 g 42" 80.5 30.0 97.5 130.0 42" 46.5 78.4 58.8 117.6 42" 30.9 49.9 37.4 74.8 0-5/8' 132" _._. 48" 7_0_.4 113.6 _85.3 1_30.0_ 48' 42.4 86.8_ 51.4 102.9 48" _ 27.0 43.6 32.7 65.5 S 82.8 01.1 75.9 130.0_ 54" 37.7 61.0 45.7 91.4 54" 24.0 38.8 29.1 58.2 u 80" 58.3 91.0 66.3 130.0 80" 33.9 54,9 _41.1 92.3 80" 21.6 34.9 28.2 52.4 V) i 66" 51.2 82.7 62.1 124.1 68" - 30.9 49.9 37.4 74.868" _-_ -31.7 23.6 47.8 Z 72" 46.9 75.9 56.9 113.8 72" 28.3 45.7 34.3 86.8 72" - 29.1 21.8 43.8 J 04 19-1/8' 130.0 130.0 13-0.0 130.0 19-1/8" 93.2 130.0 112.9 130.0 19-1/8" 62.1 100.4 75.3 130.0 � __ "W 28-1/2" 102.5 130.0 124.2 130.0 26-1/2" 87.2 106.7 81.5 130.0 28-1/2" 44.6 72.5 54.3 106.7 � " 90.5 130.0 109.7 1130.0 30" 59.4 9 72.0 130.0 30" 39.6 64.0 48.0 98.0 Ld 8 Q M 4 _- _. _. 3T" 73.4_ 118.6 89.0 130.0 37" 48.2 77.6 56,4 118.8_ 37" 144" 32.1 51.9 38.9 77.8 m Z to 63" 64.7 78.4 130.0 42" 98" 44A 68.8 51.4 102.9 42" 28.3 45.7 34.3 68.6 I- K Sa a 01.4 86.8 130.0 48" 37.1 _60.0_ 45.0 90.0 .,ii 24.8_ _4_0.0 30.0 60.0 � I-Z U i 54" 50.3 F73 81.0 121.9 54" 33,0 53.3 40.0_ 80.0 5 22.0 35.8 28 Z Ua O m 60" 45.3_ 73.1 54.9 109.7 60" 29.7 48.0 36.0 72.0 .. HORQONiAL MULLION E ?- b 66" 41.1 66.5 49.9 99.7 66" _27.0 43.6 32.7 65.5 ANCHORS ANCHORS to m 72" 37.7 61.0 45.7 91.4 72" 24.8 40.0 30.0 60.0 TYPE A,8,C OR O TYPE A.04 OR D ARCHES TO 6E WSMEO INSIDE RECTANGULAR SHAPE N 01 O 19-1/8" 120.5 _130.0 130.0 130.0 19-1/8" _82.a 133.9 100.4 130.0 26-1/2" 88.9 130.0 105.4 130.0 25-1/2" 59.8 96.6 72.5 130.0 WG C--- 30' 76.8 124.1 .93.1 130.0 30" 52.8 _65.3 64.0 128.0 VERTICAL PROWCT �� 3 37" 62.3 100.6 75,5 130.0 37" 42.5 69.2 51.9 103.8 ----MULLION o= ii Y 42' 54.9 88.7 68.5 130.0 42' 37.7 61.0 45.7 91.4 ANCHOR o 74-114" - - 108" GLAZING GLAZING 48' 48.0 77.5 58.2 116.4 48" 3310 53.3 40.0 80.0 PRODUCT PRODUCT AL/1 w R 54' 42.7 69.0 51.7 103.4 54" 29.3 47.4 35.6 71.1 CLADGLAZING ANCHO9S ; O Y" �� -- 8911 �e0� 38.4 62.1 46.5 93.1 80" 28.4 42.7 3-2.0 84.0 PRODUCT PRODUCT AB,C OR 0 c 66" 34.9 56.4 42.3 84.6 68" 24.0 -�3.6 29.1 56.2 ro g 72' 1 1 32.0 1 51.7 38.6 1 77.8 72" 22.0 355.6 26.7 53.3 1ANCIiORS .... AB,C OR D ALL LOADS ARE EXT.(+)/INT,(-). wl wz MULLION SPAN NOTE: g<m ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. wt + W2 Engr:570AL � PRODUCT RBV19Bp o " FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. WIDTH (W) _ CML 2 FIA PE/70592 �^P1Y1R8 wllh Me FItr4Q6 0 4N3,31,11(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED7ANCHORS ,` drawing no. sheet 4 of 7 _ __ 1/4"DIA. ULTRACONS 1/4'DIA. ULTRACONS • Ed. 2 PER CUP(1 ON EACH WR70) 1 PER ANGLE r- —1 z 0 F5 i 1 II 0 Q II 11 1 1 0�WW� j1 I I 1 14 SMS 11 1 1 ?M S 1 CK �l�J� FLOATING CLIP F- -i 1-3/e"D.C. MIN. 11 I I 2 X 2 X LE a Q O WOOD BU ____. o r I 1 CK I Y j I - - I 2 PER ANGLE U 4 L ANGLE NN & C �fD fN4 g Ki I t - ALTERNATE I E ANCHOR LOCATION Olt W ei g b V 1/4" DIA ULTRACONS 1/4'OIA.ULTRACONS Z U n 2 PER CLIP (1 ON EACH W1N0) 1 PER ANGLE JOJ EDGE DIST. J 4 WQ m F- 3 w m EI II 2 B I I Z VOmn d WOOD BUCK - — 2 BY 11 I c 11 II qq 2 X 2 X 1/8" �U)Q WOOD BUCK iLV1� L WOOD STRUCTURE II I� ALUM ANGLE I OR I Y 1 FLOATING CLIP LI or-, w r I I WOOD STRUCTURE I I I X74 SMS I 1 1 1 I I 1-3/8'O.C.MIN. ----� I I I I I I 2 PER ANGLE I I c1 tt;; C 1/4'DIA, ULTRACONS BY'ELCO' c�' ULTRACONS MAY BE HEX OR FLAT HEAD o SUBSTRATE lEd. a MIN. EDGE DIST. MIN.EMBEDMENT c - BLOCK 2-1/2` 1-1/4" I i I I CONCRETE 2^1/2" 1-1/2" I I^I o 0l ALL CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. jl 111 �� CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED u 8 II 11 II WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR c m u II II II WATER-WHITE METHACRYLATE LACOUER. AlErgr:JAVAD AHMAD PRODUCT RBVISM Q •1 CIVIL a complying wilh dw Pbflh d ` I • ..I I FLA.PE,J538 B2 Building Code Ed: .AcapL m No GYY'reUon Dara /7 1/4" DIA. ULTRACONS bAeni et d 1V o 2 PER CLIP (1 ON EACH WING} 9 ANCHORS TYPE 'AM07-04 ��,. r- -et 5 Of f) • 1/4"DIA ULTRACOIS 1/4"DIA. ULTRACONS 1/4"DN.IATRACONS 1/a•G1A U_TRACONS AR Tu r3 4 PER CUP(1 ON EACtI WMc)' 2 PER ANGLE �' 2 PER CLP(1 ON EACH WING) 1 PER ANGLE tY nT ES 2• V. •y t to .'�+ ~- }Ot \_ O TaZZA ____-"--- 2 x 2 x t/S" iLOATMC CLPAUWTING CLIP I pANS #14 SMSU22PER A M. J11-30. . I 1 1 11I 1 � � � � 1 1 a '_,• If Ipp7Sa�•J t/4"DIA.ULTRACONS 1/4•DN:ULTWICONS Ed 1"WN. 4 PER CLIP(1 ON EACH WING) 2 PER ANGLEin 1 I 1 I 1 I I 1Im Im QM 4 zar I I1 trao0 BuaL ti ly i i I q` 3 '> -. In WT1� LFLOATMG CUP I I I f 2 X 2 X 1 B' .' •i I J InC: / 1 wG STRUCTURE 2"b.G u u '. • 'd a `" f •s'ARN. :•1 a m 2 PER ANGLE I i/4•p1A UITRACON4 2 PER CLP(1 ON EACH WING] IN MM. 1/4'Dol ULTRACONS BY'Em' ggg4g ULTRACONS MAY RE HEX OR FLAT HEAD SUBSTRATE Ed.-MM.EOOE DIST. IAM. EMBEDMENT :. W000 1• 1-3/B" BLOCK 2_1/2• 1_1/4" ALTERNATE <m m ANCHOR LACATION FTANCHM LOCATION CONCREtE 2-1/2�ALTERNATE ' 1_1/2` . '-------- . v I- I I Engl AHMAO PILOE/UT'1'RBVISBD p ALL CUPS AHD ANGlE4 TD TIT SIMHI MTO TUBE MNLONS. 1 '.CNL•CLIPS OR ANGILES COHSCTED DIRECTLY TO NAsoNRT TO BE PROTECTED 1 I RA II[tr2 B, Willi WATE RtWHTE�FU��YIA�TE LACDUE MG&SUM AS BOUAYNouS PAINT OR I C.AN Amip>. No ,,.--tet-- drawing no. ANCHORS TYPE 'B' ANCHORS DT 'C' M07-04 sheet got 7 ' 1/4'DLA.ULTRACONS %m Ed. 4 PER CUP(2 ON EACH WING) 74 S.M.S. o 2/CHANNEL TUBE MULLION Z MIN. a • ------- ---.---- � LI II � 214 F.H.S.M.S. pr FLOATING CLIP 1/8"THICK ALUM CHANCIEL 2/SIDE I 1 ------ I I LENGTH TO FR SNUG I a a INTO MULLION 1 I TUBE MULLION I i co TUBES MAY BE NOTCHED LL to Q�3 I I I I AS SHOWN TO ALLOW INSTALLATION �OF CUP ANGLE J I i 1 I CAULK JOINT AFTER ASSEMBLY Q 214 FH SMS �- 2 PER CUP FOR CHARTS A. B OR C - 3 PER CUP FOR CHART D a ACCESS HOLE 1-1/2"O.C.MW. m 1/4"DIA,ULTRACONS. Ed. 2 PER AND O V N ----- _____ ....•...••_ •: .• J •°X'sµ W O CO N •`+ - -� -- -1 Z In It I ~ � n 1 - 1 - THIS SCREW CAN BE I j Z U .4 I I I I I I I NSTAI IN ETT.5 1 1 /14 FH SMS I I a p tQTi �• I I I II 2 X 2 X 1/8" 1 Z lj lj ALUM ANGLE DIRECTION I PER CUP I aU m^ O.C.MIN. 1 214 SMS 214 SS SMS-1 1 1/2' 1 1/2" I 1-1/2"O.C. MIN. 3 PER ANGLE I - I 3 PER ANGLE I I U1rn 0 r I 1 1-3/4`X 2`X 1/8"(FOR 2BY TUBE) � 1----- y - 3/4"X 2'X 1/8"FOR(lay TUBE) ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES CUT TO FD SNUG INSIDE TUBE yl TO TUBES WHERE ANGLES ARE NOT FIT SNUG C INTO TUBE MULLIONS. gg ANCHORS TYPE D ANCHORS DETAIL1 METAL TO METAL CONNECTION C 1/4"DIA.ULTRACONS BY YL.CO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT m$o= WOOD 1" 1-3%B' .0 R g BLOCK 2-1/2" -._ 1-1/4" 0<m u CONCRETE 2_1/2" — 1-1/2" - -- ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. "' q CUPS OR ANGLES CONNECTED DIRECTLY 70 MASONRY TO BE PROTECTED EAgr:JAVAO AHMAD PRC4H)CT RBVISED d WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR CIL ass tb>� vellhfisF WATER-WHITE METHACRYLATE LACQUER. A pj-2 2' Bmf W�Cado OC NO lj•oqqyp D `� Mirgl M�WI� sheet 7 OQ)l