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WS-14-1271Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-214306 Scheduled Inspection Date: September 05, 2014 Inspector: Rodriguez, Jorge Owner: LOCATELLI, EDUARDO Job Address: 680 GRAND CONCOURSE Miami Shores, FL Project: <NONE> Contractor: FLORIDA WINDOW & DOOR auiiding Department Comments INSTALL 19 WINDOWS AND 5 DOORS Permit Number: WS -6-14-1271 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/.Door Replacement Phone Number Parcel Number 1132060171940 INSPECTOR COMMENTS False Inspector Comments Passed J Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Phone: (561)340-4300 September 04, 2014 For Inspections please call: (305)762-4949 Page 4 of 25 August 28, 2014 From: Albert F. Webber III, PE P,O, BOX 220054 Hollywood, FL 33022 RE: Permit No.: WS -6-14-1271 Eduardo Locatelli 680 Grand Concourse, Miami Shores, FL 33138 Building Official / Inspector, Please accept this letter as an alternate method of window buck installation for the area where the pressure treated window buck is 2 '/4" (max) x 4" instead of 1" x 4" as noted on NOA/Product Approval. Window bucks must be anchored with 1/411x3 '/4" (min.) tapcons with a minimum embedment of 1 '/4" in the concrete block. The anchors will be at 3" from the edge and 8" O/C maximum. Sincerely, Albert F. ebber 11I, PE Consulting Engineer FL Lie, No. 22203 I v Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING 680 Grand Concourse FBC 20 10 Permit No. Master Permit No. Z-1 ROOFING City: Miami Shores County: Miami Dade gip; 33138 Folio/Parcel#: 11-3206-017-1940 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Eduardo Locatelli Phone#.786-586-5774 680 Grand Consourse City: Miami Shores State: FI Zip; 33138 Tenant/Lessee Name: Na Phone#: Email: gabycora@gmail.com CONTRACTOR: Company Name. Florida Window & Door Phone#: 561-340-4300 Address: 7108 Fairway Dr. #120 City: Palm Beach Gardens State: FI Zip: 33418 Qualifier Name: Scott Berman Phone#. 561-340-4300 State Certification or Registration #: CGC1509450 Certificate of Competency #: Contact Phone#: 561-340-4300 Email Address: DESIGNER: Architect/Engineer: f »ori •� c c� :,a lix P /�oSS Phone#: qty —3 S•H• 0 C. b ti Value of Work for this Permit: $ �� (V • O O ,,,.Square/Linear Footage of Work: Type of Work: DAddition OAlteration ONew llepair/Replace ODemolition Description of Work: � vl 5 � 4. 9 �'✓h A o•c. �' w. �12 uuc_S Q•.•H 't Color thru tile: Submittal Fee $ ' Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ !� Bonding Company's Name (if applicable) n/a Bonding Company's Address City State 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. "WARNE14G 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 inspec on w4ico curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be and a reinspection fee will be charged. Signature Signature 4-%01 .1.1 --- -P or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20)!J-, by E D> A #,v -ba Lucke L; day of J1,*0712, , 201''%, by .s C)lf'r /5f,*ff"o, t% who is personally known tome or who has producedV-LbL who is personally known tome or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: e, .--JEAN DAWES Print: 3 `' L Nobly P My Commission Expir ;.F o Comm. Exfiires play 5,1017 o"r Commission #t Ff 01 �R17 77 7/ APPROVED BY 2'3 Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: 1 Si Print: a ao<t�;,.c HOWARD SIWOFF My Commission Expires: MY COMMISSION # EE 830795 EXPIRES: August 27, 2016 ' * F IO' Bonded Thru Budget NOtety SoMm Zoning Clerk n Corporate Office: 7108 Fairway Drive Suite 120 Palm Beach Gardens, Florida 33418 • F: (561) 624-8037 0 (561) 848-7011 Corporate 0 (561) 340-4300 Palm Beach O (954) 990-1800 Ft. Lauderdale 0 (772) 621-5905 Port. Saint Lucie 0 (305) 370-3770 Miami 0 (941) 225-7555 Sarasota 0 (239) 687-7555 Naples 0 (813) 475-7555 Tampa O (321) 332-1237 Orlando www.floridawindowanddoor.com - CGC 1509450 Ffodda Window & Door agrees to sell and supply customer and customer agrees to purchase from Rodda Window & Door the following windows and other materials and services on the terms and conditions set forth below. All items purchased hereunder are covered to the extent applicable by the Limited Warranty. Contract subject to measure, engineering, city approval and use of elevator to stage and remove product. Customer Name INFORMATIONCUSTOMER l Home Phone Number (r 5) 7102-10 60 Job Address Street:. City: State: Q CA" 000 K PON Zip: Billing Address Street: City: State: Zip: Mr. Cell Mr. Work ( ) Mr. Email&Vakf%#1l i MrsJMs. Cell 46) 1�? 6 MrsJMs. Work ( ) MrsJMs.. Email Cj C t HOMEOWNER IN•' • BE COMPLETED) I . - Type of Home: _ House O,9endo 0 MHC I a First of all .... No verbal agreements are recognized. Everything must be in writing on the contract. Please make sure everything is on your order. 2 Contact Info.... We require at least 2 telephone numbers and an email address from every customer. Please agree to provide this information and the best phone numbers to contact you during working hours (9-5). 3 Project Coordinators .... You will be assigned your own project coordinator. The main extension for the installation department is 406. Your project coordinator will call you prior to your installation and let you know what time your installer is expected to arrive within a 3 hour time frame; for example 8-11, but it does vary depending on the drive times and material pick up. 4 Installation time is approx. 5 to 10 weeks after approval. Please refer to 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 guarantee any installation dates. Installations are weather pending as we cannot predict Mother Nature. Sometimes crews get sick or trucks break down, etc. Please 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 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 projected time of installation may be longer than what is written on the contract. Special order items may add to the time frame. 51 1 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 installatiosite at the beginning and the end of the job. The head installer will do a italk around with you prior to starting work to assess any existing damage, landscaping, or any property 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- tion when the job is completed. We want you to make sure that we exceeded your expectations, 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 reported and ordered. Your balance due is payable by cash, check, money order or credit card. If you are using our financing program a completion slip may need to be signed. Your installer will need to collect at the end of the job based on payment schedule of the job. 7 Installation Team .... We only use authorized Florida Window & Door Installers. All work is guaranteed by Florida Window & Door, so you never have to worry. 8 Power.... installers will need to use your electricity. They do not carry generators. I agree to supply access to my power. 9 Children and pets.... Please provide a safe location away from the area during the installation process. Installers use power tools and we don't want anyone hurt. 10 Rotted 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 ill Your 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 other information required by the local municipality. The Owner will be responsible to sign. notarize and return all permits and to provide the Home Owners Association Management: Company Name: + Company Phone: CUSTOMER AGREES TO TERMS OF PAYMENT Job Total AS FOLLOWS: $ 91 � 0 50% Down Payment $ 010 cl 3 �. 40% Payable on Product Delivery $ (o > '7yf Balance Due Upon Percentage of Completion $ 4 Ffo Permitted Hold Back Pending Final City Inspection ($200.00) In the event of a mathematical error, the prices printed on the contract are the actual prices to be charged. finance companies to get your loan approved and sometimes the terms will change. 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 & Door's finance department and/or your representative will explain them to you. 1 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- ers, trees, and bushes, but sometimes it does happen., Please be understanding. 1 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 installers if you can keep the scrap. Dumpsters are not for customer use. 15 Wood .... We do not replace the wood framing or stops around your windows. We reuse your existing ones. It's better for the environment. These items are available for purchase if you would like to add them to your work order. 16 Construction concerns.... We do not do any painting or wood staining. Sometimes, plaster may crack during construction. We will repair with first coat of mud and sand smooth. You may have to do some touch up painting and light sanding after we finish. 17 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 this is the pattern you want. 18 Screens.... Half screens are standard on our windows. 19 Window treatments.... We ask that you remove all your window treatments prior 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 is not guaranteed. 20 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 companv to work on alarms. ND, nderstand the details of my pre -install checklist and I have received a copy. ease start my order immediately. If I do not answer your call within 24 hours feto IN WITNESS WHEREOF the parties have here unto signed their names) this : day of a £e , ' , please el free call my manager at extension #402 , 201:, owner(s) agrees mat MAgrmmwt fmd and reverse, constitutes de mwro w derstandng between parties, and mots are w verbal w*rsrandtngs LEAD SAFEPAINT PRACTICES changing or =&"g my of me terms of m/sAgmemsnt. AhisAgmernent mayrut he chwvwa, its terms nwditdor varied in any way unless such changesareInwrltlngandsowdbybom 7s)&dmeoonbectocownsrlslhambyaafcnowWgemdOwnefs)hasndmefmdawr6vaw is LEAD SAFE PAINT PRACTICES I/we hereby acknowledge receipt of a copy of Agreanmmand has and copy of misAgwnw9,, Irxludng me two accompanying NOW of C&wlia w tonus, on the pamphlet, g Important the date ft= a owfedgemdheorshe was o,att #Avnedoffdsorhffright to mob n p pet, "Renovate Right: Im rtant 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/our hom . I/we received this pamphlet before the work began. .0M 21< Owner eu 1 �.� Init.a`�� W"11,10111 'r "'s�i. i . . d�ti- - ' T &ic:�. In,i.4. < a �. Salesperson Please Print Name) Location EXT. ❑ Customer elects reduced Warranty option for a term of years. From IncredibleFax Tue 17 Tun 2014 04:08:39 PM UTC Page 1 of 1 s#G'QRD"°CERTIFICATE OF. LIABILITY INSURANCE tEIM'D0MYVY OR OTHER DOCUM9NY WITH RESPECT TO WHICH THIS 6 141 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, EXTI=ND 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(les) 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 Ilou of such ondorsement(s). PRODUCER U �1 Trish PMVata NAME: South ate Ins g Agy of Pomp Soh Inc PHONE (954) 942-4400 � (ava) 042-4403 639 North Federal Highway �,,,,�f,,,; tri$h@eout;hgsteins.com P 0 Boys 728 CUSTOCER *Flo-eid3 Wixldow •aad Door - UST�MCR ID fY' .. . PO ano Beach FL 33062- INWRER(S) AFFORMNG COVERAGE MAIC 9 4MIRrn U115uriCR AM'Filldlli'ar1C@ American Specialty 1,000,000 Northfield Holding Corp. _ Florida Window & Door 64HU14Ma n : _ / / / / 7108 Fairway Drive #120 PIRCMISCS Irwit*1 S 100, 000 MED CXP Ony ane -. .. ... ..-- -- Palm Beach Gardens FL 33418- tMAIIAF.R F s INSURER F /rbcs," taco UEK11PIUANE ALLIMHERt RK.VI-Qfnm 1U111MRRR• 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 DOCUM9NY WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. HEREIN IS SUBJECT TO ALL THE TL"M9, YYPE OF INIAMANUE INSR WYC .POLICY IMNIDWfM IMM0afflYYYI A GENERA- LIAEILrtY w191MBER CaCL0000113601 2/16/2014 2/16/2015 EACH OCCURRENCE S 1,000,000 X 00M)AERCWI. C NF:RAI. I.L4RIIJTY C.Lmma-MADE FX0 CWAJFt / / / / / / / / PIRCMISCS Irwit*1 S 100, 000 MED CXP Ony ane $ S _ .51000 1,000,000 PERSONAL & ADV INJURY C*NH4AI. AT3OWMATh $ 2,000,000 01.01, A00146(3ATE LIMIT APPLIES PER: / / / / PRODUCTS - COMPIOP AGG S 1,000,000 X r-ouer 17 JPFR' LOC / J 7 • / / / / / / / / / ! f T / / ! / / / / / E .— NOWND COME gNED SINGLE LIMIT- (Ea 9addwd) AvroMou4 L I IMm aCrT ANY AUTO ALL OWNED A11T00 SCHEWI.ErIAIJTUN FIIFII-t7 AlPIYa4 5 BODILY INJURY (Par Pxo) 6 BODILY INJURY (Put SW "t0 RRuPpmry nAMAn�- (Pot wddeno • S S M NUN -OWNED Al1TO.S » _ UMBRELLA LU1B O=R / / / / (iACH gt,0L1RRFiNC,Jq S EYCER LU1B / / / / ACr.R'W.AT6 S, - » RETENTION S / / / / S _ WORKERS • CONKNUATKMV AND EMPLOYERS' LL491LITY Y 1 N ANY FROFgiIETORlPARTNEWEXECUTIVEn OFFIOERIMEMHE7t EMYSLUDED7 1 1 N 1 A waan&tmy indamwilN) ff I,t)G:RGPJPTION OF OPGRA71ONS bWrjw ( ! / / I / / / / / / / l / / / .STATIC OTH. .. "' "-'• • GL CACI I ACCIDENT — 2,L 015&aE - EA EMPLOYE C.L. DISLA.SC • POLICY UMI £ S $ • , - tw=uWT10N OF OPERATIONS I LOCATIONS .I VENCLEB (A wh ACORD 101, •Ad0hmcl Remarks Seheduk, If more Wme h raqulred) 13c*po of Work: Installation of windows and Doors Lieies0! CMIS09430 %or-ni Ir RiN 1 n T7uLL#KK L:ANGELLA I Cum SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THN BXPIRATION DATE THO EOF, N(MCE WILL BE DMLWERIsD IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Miami Shores •10050 NS 2nd Avenue Miami shores nth NOMPEEO REPRESENTATWE FL 33138- �`-""` - f • - ,�,,,�,.�r''=':• :...�- � _ eD 1988-200 ACORD CORPORATION. All rlahts reserved. INS025 utmo) The AGORD name and logo are registered marks of ACORD Opening MRH 24' 1 st Floor 1. Fixed Window Series 300) DATE . ?GNING DEPT L 15920.1 12 ...;.• 2. Omit 8 0000 (Not Replacing) SUBJECT TO COMPLIANCE STATE AND COUNTY RULE 50' 0000 3. Fixed Window Serle15920.1s 300) � Dining Room •••• • L ••�•• (98x81) 4. Fixed Window -t3• 10 11 RSerie15920.9s 3 (50 x 81) (37 x 25 ) L00) • 5. Fixed Window Series 300) 0 4:W0 L 15920.1 Family Room Kitchen 6. Fixed Window 300) (Serie15920. L 1s -0 • 7. Fixed Window _ • Serle15920.1s 300) M L • ss-aee 8. XX Outswing Door o •� (Ser7es49) 2 M v� OA 12 0208.14 '- -c 9. XX Outswing Door .amr � ro (Series 249) OA 12-0208.14 v 10. XX Outswing Door (Series 249j � t6 OA 1&0208.14 9 11. X Casement Window U. ci (Series 525) (73 x 84 ) L 16132.1 12. X Outswing Door (series 249) NOA,2-o208.14 Living Room 13. Door (OXO eriesOutswing N49 OA 12-0208.14 U 6 \�-i - I\1®-1 \ Miami Shores Village APPROVED EY DATE . ?GNING DEPT 0000•• 12 ...;.• BLDG DEPT 8 0000 0000 SUBJECT TO COMPLIANCE STATE AND COUNTY RULE WITH FEDERAL AND REGULATIONS k a 1 (37 x 76 ) 2 Main Door Egress 3 (25 x 76 ) 4 (37 x 76 ) 5 (37 x 76 ) JUN 11 7 2014 �-1 0000•• 12 ...;.• (37x81} 8 0000 0000 0000 •••• 0000•• Dining Room •••• • 13 ••�•• (98x81) 0000• -t3• •• p�•• • • • •0000 a 1 (37 x 76 ) 2 Main Door Egress 3 (25 x 76 ) 4 (37 x 76 ) 5 (37 x 76 ) JUN 11 7 2014 �-1 00 CI) Cr) � M V UCO _I C o LL _j U vi C `o -9U) � C7 •- W toZ> NOT TO SCALE ATH: Jun 10, 2014 AOH DHHCRIP7IWi; Site Plan AOE r2 1 8 0000 G •••• •••• • • • -t3• •• p�•• • • •0000 • 0 4:W0 ••• 0 00000 • 0000000 • -0 • _ • 0000• M • ss-aee 0•• o •� • 0000 M v� '- -c .amr � ro v � t6 U. ci 00 CI) Cr) � M V UCO _I C o LL _j U vi C `o -9U) � C7 •- W toZ> NOT TO SCALE ATH: Jun 10, 2014 AOH DHHCRIP7IWi; Site Plan AOE r2 1 Qpenin+, 14. X Casement Window Series6132.1 525) L 1 15. X Casement Window Series16132.1 525) L 16. Fixed Window Serie15920.1s 300) L 17. Fixed Window Series s300) L 15920.1 18. Fixed Window Mulled Series5920.1 300) L LI1,99s2100.0' 19. Fixed Window Mulled Serie15920.1s 300) L 20. Fixed Window Mulled (Serie15920.1s 304) FL 21. Fixed Window Mulled Ser15ie920:1s 304) PL 22. X Casement Window (Series 525) �L 16?32.1 23. X Casement Window Series 525) L 16132.1 24. X Casement Window Series 525) L 16132.1 25. X Casement Window (Series 525) FL 16132.1 2nd Floor Egress I I Egress 21 50' 1 0 • 20 60' Cf (36 x 82 ) • • • 14 •• • g 19 (36 x82) •••• • Bedroom -gyp Bath Room Bath Room • • • • • • 17 1 23 ..• (37x76) •••• • •••• • t1 �3..�s • • • 0 • • • • Bedroom Bedroom : • 24• • • M x76) •••• : 22 I 25 I (37 x 76) (37 x 76 ) • • • Egress I I Egress 21 (36 x 82 ) 20 60' Cf (36 x 82 ) 14 (37 x 76 ) g 19 (36 x82) •••• 18 -gyp (36 x82) 15 (37 x 76 ) 17 1 (37 x 76) (37 x!76) co . 3 E2 � Cc p CO V U J Q O LL J U vi CO LCD ca = o E W m2 NOT TO SCALE wm: Jun 10, 2014 ADH DMCRNn=: Site Plan 2 Cf v g •••• -gyp t1 �3..�s • : : 0 • • • • • • Caa�• • • M •rip • ••,—ten •.s• • • • • •••• C cc d � o LL cy co . 3 E2 � Cc p CO V U J Q O LL J U vi CO LCD ca = o E W m2 NOT TO SCALE wm: Jun 10, 2014 ADH DMCRNn=: Site Plan 2 jb(&Nr-1NEZE1r.NPFIE 160 SW 12th AVENUE, *106 DEERFIELD BEACH, FL33442 PH: (954)'354-0660 FAx: {954)354-0443 WWW.ENOEXP.COM Wind Load Calculation ASCE 7-10 Chapter 30 Wind Leads - Components and Cladding Florida Building Code 2010 Site Information Owner: Eduardo Locatelli 1I Wind Speed (V): 175 MPH Exposure Category: C Velocity Pressure Coef. (Kh): 0.94 ASCE 7-10 Gi. 30.3.1 Table 30.3-1 24 ft. Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information Risk Category: 1I Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE 7-10 Table 2611-1 13.37 Mean Roof Height (h): 24 ft. Roof Slope (0): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (L): 50 ft. End Zone Distance (a): 5 ft. Prepared in a=rdance with: ASCE 7-10. Section 30, Wind Loads - Components and Cladding Florida Building Code 2010 eA © 2014 E-Tempest.com ID: flwindowdoor-P2371 06/10/2014 Page 1 of 1 Design Wind Pressure (PmAx+, PMAx-): ASCE 7-10, Ch. 30.4.2/30.6.2 Max Positive Pressure (PMAx+) PmAx+ = gg8c GCn= + GCp+) PMAx+ = gh(8c .+ GCa) Max Negative Pressure (PMAx-) PMAx- = qh(8c GCIxm - GCp) P "-P=:lgh(8c G" - GCw) l • ...... •• . •000.0 Device CalcWations:ASCE 7-10. Chanter 30. All Subsections • SOLO �" Os, !J� Sle ! e1f� a ii�12 1 37 x 76 End 7 1 l _ ,d k�.xt w 19.53 13.37 0.85 56.57 0.9 • 3.3 0042.3: X5.4 • 3 25 x 76 End 7 13.19 13.37 0.85 56.57 1.0 -1.4 43.4• W..S:• 4 37 x 76 End 7 19.53 13.37 0.85 56.57 0.9• • - .3 4f.3 55. .5 -55.4- 5 37 x 76 End 7 19.53 13.37 0.85 56.57 0.9. -1.3 • 042.5• 6 37 x 76 End 7 19.53 13.37 0.85 56.57 0.9'. ' -:.3 42.Z JV584 • • 7 37 x 76 End 7 19.53 13.37 0.85 56.57 0.9 -1.3 ..42.3 -55.4 8 73 x 84 End 7 42.58 16.33 0.85 56.57 0.9 -1.2 40.1 -50.9 9 73 x 84 End 7 42.58 16.33 0.85 56.57 0.9 -1.2 40.1 1 -50.9 10 50 x 81 End 7 28.13 15.19 0.85 56.57 1 0.9 -1.2 41.2 -53.3 11 37 x 25 End 7 6.42 3.17 0.85 56.57 1.0 -1.4 44.2 -59.2 12 37 x 81 End 7 20.81 15.19 0.85 56.57 0.9 -1.3 42.1 -55.0 13 98 x 81 End 7 55.13 22.23 0.85 56.57 0.9 -1.1 39.3 -49.4 14 37 x 76 End 14 19.53 13.37 0.85 56.57 0.9 -1.3 42.3 -55.4 15 37 x 76 End 14 19.53 13.37 0.85 56.57 0.9 -1.3 42.3 -55.4 16 37 x 76 End 14 19.53 13.37 0.85 56.57 0.9 -1.3 42.3 -55.4 17 37 x 76 End 14 19.53 13.37 0.85 56.57 0.9 -1.3 42.3 -55.4 18 36 x 82 End 14 20.50 15.56 0.85 56.57 0.9 -1.3 42.2 -55.1 19 36 x 82 End 14 20.50 15.56 0.85 56.57 0.9 -1.3 42.2 -55.1 20 36x 82 End 14 1 20.50 15.56 0.85 56.57 0.9 -1.3 42.2 1 -55.1 21 36 x 82 End 14 20.50 15.56 0.85 56.57 0.9 -1.3 42.2 -55.1 22 37 x 76 End 14 19.53 13.37 0.85 56.57 0.9 -1.3 42.3 -55.4 23 37 x 76 End 14 19.53 13.37 0.85 56.570.9 -1.3 42.3 -55.4 24 37 x 76 End 14 19.53 13.37 0.85 56.57 0.9 -1.3 42.3 -55.4 25 771 37 x 76 End 14 19.53 13.37 0.85 I 56.57 0.9 -1.3 42.3 -55.4 z. & 4. DPANSOYBAREB1oWNTOLLLOHfAATEDE�3N FOROEB/WuomERD�iN cxrzEnWTXEYpwrvMreV3Xnr,io TnCez�etlflnnrmEoliiV UVtf lulEncirvoTdNN.LtH �1UW 5%eoFmEtiV(iM�1®D�iN. CONTRACTORSTOVFRffVALLFgLDDL4ENM PRX)RTONBDLLLATDN. ��n, y ga �y �7y"® `� t1`V11 & FMowEERS ALAFFNMHEF'rOVALDATEBBfRUCTURALDEMADBROWNONLY.UBEOFTNBE�FDATDN EYCONTRACTOR.MaLNDENNM&SAMHARkSMSTHBENONEER FOR ALLCOW&DAMAGESNCLUDNO iF7i DY■eY, M1N�� LMA FEES&APPaLATEFffSRESULTNO FROMMATEWLFABRDATIDN,SYMMMEDTON.&OONSTRUCTDN PRACTDEBEYONOTHATWHDN SCALLm FOR BYLOCAL,STATE&FEDMMOODES&FROM DEVNTDNSOFTHE RAN. & ENONEERNOEPRESSMASNOTMEDTHISJOWMNFORMATIOVCONTAINED HEFEWSaMMONCONTRACTOR SUPPLIED DATAANDN@AWFtBMT&E4ONEMNSE7Q+ MSSHALLNOTEHELORESPONSELEORLW&.EN CERT OF ANYWAYFOR ERRONEOUSOR NACCURATEDATAOR MMWRB9-MWORKMALLEFELDVERF® PRIOR TOCONSIRUCTDN.EJONEEFWO EVRESS94ALLENOTFMMD GRAN AN OPPORTUNRYTO R&EVN.UATEOUfl RMDDFDATIDN OFEWMGFELDCONORDNSAND FAMrATDN AND NSrALLATDN OFMATERWL& WORKUPON OMOVERYOFANYNACCURATENFORMATDN PRDTO wITH RAISED ENGINEER SEAL T. EXCEPTASEXRiEMLYPROVDEDHERE•N.NOADDRDNALCERTFDATDNSORAFFW6KTDNSAflALTER VALID FOR (1) JOB ONLY TIDN%ADDRDN&OROTHERMAR14NOSTOTN9D000M94TARENOTPENMn'TMMDNVN.DATEOURCERTFOATDN- Florida Window Door Comparison Chart Eduardo Locatelli 710f Fairway Drive 680 Grand Concourse Palm Beach Gardens, FI 33418 Miami Shores Miami Shores, Florida 561-340-4300 33138 Opening # NOA/Product Approval Size W H Opening Design Pressure + - Product Design Pressure + - Opening Type 1 � /5 24 , 1 37 X , 55,9 -20 2 A /o, 3 '-i 12 s ? 70 �✓ s 37 76 r,W a w 6 7 -3 L , 8 004 11-0;108,14 L-10.1-1 J17119 j19,OR ®cb 1 0,5 9 1-1 fro, 1 50, q 519,o &, 0 05 10 3 ,6 0 11 I 3i 2- I-ILI 39,3. )O 1 1 S (Z.. 12 3? 01 111 - 1 5 ,a to 05 13 IS g 1 639.3 L1'% 05 14 FI /4/32,1 7 L12, 3 � r H .5r C- 1s is 41 37 79 `IZ , 3 ', LI ) 6 5r G w 16 15co-0 3? 2 C '1 SS-, '- '7 0 7 0 j= uJ 17 3? 76 112,3 53r, ) 6 ) o r L✓ 18 g 5, 1 )o , 0 "' w 19 $Z 41� ,�- 5�', 0 70 20 Z ) 0 7 0 21 �- BIZ , Z. "� ( i0 1I W 22 �f !� 1�Z , i 3 7 `I2, 3 5S, '- ?0 7 cir/ 23 3 7:6 `fii, 3 5Y111 c -7 24 126 L1 , 3 SS , LI )v 7 G 25 .. . ....... .. .. .... .. Onenina Tvoe: SH=Single Hung. HR=Horizontal Rolling Window, OS= Outswing Door. CW=Casement Window FW=Fixed Window, SGD=Sliding Glass Door ••• • • • . ••• • • . . . • • . . . . . . •. •. . . . .• .. .•. • . . .•• . • Florida Building Code Online Page 1 of 2 Pwfda Engineer or Architect Name who developed the Florida License Quality Assurance Entity Quality Assurance Convect Expiration Date Valkiated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Settlors from the Code Product Approval Method Date Subrniued a T M Windows LLC 601 nw 12 awe Pompano beach, FL 33069 (954)781-4430 one zgeretnawindow.com Frank Sennardo frank®engexpcom Evaluation Report Prom a Flod6a RegIstered Anyhiteet or a Licefted Fkhrkle Professional Engtaeer ® Evaluation Report - Hardcopy Received Frank Bennardo PE -0046549 National ACOWtaton & Man8CMI M Institute, 12/31/2015 Keith E. Lords, PE 11 Validation Checklist - Hardcopy Remtved FL15920 RD COI Cert_Indeo.aH aStandarmll YAK TAS 201 1994 TAS 202 1994 TAS 203 1994 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• Method S Option D • • • • • • • • • 08 08/2412012 • • • • • • • • • • • •• •• • • • •• •• hap://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwt]54sD•dFY•erPlwH.:.•-i/2572013 Florida Building Code Online DM VaudaW 10/10/2012 DOW Pendbi9 FDC Approval 09/05/2012 DM Approved 10/16/2012 Approved ftr we In HVHZt Yes Approved for we ouWs NV#M Yes ImpM Resistmot Yes Deslip Presstret +70/-70 0tltert onsaU.:: 1940 North Mnme The State of Florida Is an AMM enptoyw. C-Vrioht 2007-2010 Ft15920 R0 II Q4AiG rte -submit 10-10-D& Verified BY: Frank BennardO P.E. 46549 Created by Independent Third party: Ye: Page 2 of 2 Under FbrWa taw, ema0 addresses are FINN MWrde. V You do not vmm Your e -mm address released in response to a pubdc-m=ds request, do M amid eWdmnk mes to this eddy. Instead, owma do office by plana or by bW mmW mea. If You haw any Wmsuom please wn am 850.497.1395. •Wreuant to Secoon 455.275 (1), F4MQ St AtM, effeMm October 1, 2012, kmasew kermed under Chapter 455, F.S. must provide dna Dapfutnent with an ectal address If d" have one. The emaffs provided may be used for offidd eomnn nkation with the tkensee. However email addresses are pubic record. V you do not wish to soppy a personal address, please provide the Depabnert with an email address whch can be nide� pubic. To detenr�e 8you am a Manses under C 455, M, pie rr •— F , `2`_Ir..:er C e� tSAFE •• ••• • • • • • •• • •• • • • • ••• • ••• • • • • • • • • • • • • • • •• • • •!• • • • a ••• • • • •• •• • • • •• •• &V://www.fiori&bufldffig.org/pr/pLamY;tr.*. 7/2512013 'Product. Evaluation Report August 23, 2012 Number. Project Numbers Pmduct Mwukdurer Manufacturer Product Name & Description: ape: Of - 'i2MM-04 TM V tfnebws; LLC 001; KW, T2th Ave. Pompano Beach, Florida 33069 Series 300 Aluminum Fixed Window Large & Small Nliwile. impact Resistant This Prddud.9wdwWfi Report is beim ism in awrdance with the requirements of the Florida trf Sustr<ress a+nd i�rofeesio 1 it jr� n (Fla ida Bu�aling Commission) Rules Chapter t;li c F.AG., fnr a � Wit" Method 1(d): Tfie prodvot. noted above has ter tented andior evatua i . summarized' herein to shc�uu w#li the ATO Florkle 8unding'Cale. and K far the purpo intended, at bast �uivai td thrl resluire 1. by the Cade. Re-evWqation of this educt s tatqu"ved foiaiing periitient Fbrid�t Buildiru Corse rrrodifEagoncs or revisions. -FLB drawing #12 "tMW-04 ted "SerW 30O.Marni sum Fused Wind , sib 1,e, prepared by Brigineering' Egress, signed & semi by Frank L Bennardo, RE. Is ars integral par# offt EvOluabon -Report i T MQU8 Unftm std sMxbxW peftmance has been tested In accordance with TAS 202 teststandards per test report(a) #0811,0142 by.Arpocan. Test Lab (0 South: Feria (ATL). Lade missile Impact resit and vida loading performances have been meted In accordance with TAS 201= & 203 test standards per1W repGirt oWl1,01-12 by American Test Lab of South. Morlde (ATL)- • ti 3TROC'iftJM AMMM 9AMMM Struc tuund engineering calculations have been prepares which evaluate itis product based on conparat and/or rational aMIlirsis to qualify the fog design criteria: 1. And* irk 2, Mwdmum AiigweW Shi. P`re esu. a Combinations 3. Architectural She" Options 4. CASs Capay 6. Anchor Capa No W31# Increase ler WWmWe stress has been used In the des 160 SW 12TH AvERue *iO6 DEERFIELD B,E 01, M 3344#2 Pjiop : t54-'3"54-0.660 FAX: 54-354-1;44; i i i •i• i i WY#W.VWG:EXP.COM • • • ••• • • • • • • • • • • • • • ENGINEERING August 23, 2012 9L( R S TM Window, LLC. — Series 300 Aluminum Fixed. Window pv l.) Page 2 of 2 The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer (NOA # 114k24.02) • 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). Insbilatfon 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 spec flied in that products respective Product Evaluation Document 0.9. engineering drawing). Umftadons & Conditions of Use: Use of each product shall be in strict accordance wish 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 products respective anchor schedule. Hast structure conditions which are not accounted for to each products 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 12'r" AVENUE *106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ••• • • • • ••• • • •• o• • • • •• •• • ••• • • • ••• • • TM WINDOW & DOOR SERIES 300 ALUMINUM FLIED WINDOW LAR AND SMALL MISSILE IMPACT RESISTANT FLORIDA BUILDMOODE. FOR USE WITHIN AWCUfSNE THE HIGH VELOCITY HURRICANE ZONE, PEKTAS 201 / 3. POSITIVE AND NEGATIVE DESIGN PREZ1RES CALCULATED FOR USE WITH THIS SYSTEM SHALL.BE 6L±FLStMBYED Elf OTMERS ON A JOB*SPECLfCC BASIL; IFI ACCORDANCE WITH THE GOVERNING CODS:'SITE SPECIFIC LOAD WIND LOAD REQUIRtXdEP1 M SHALL BED); MWNEO IN ACOORWC:E WTMASCE7 M THE 20" FLORIDA BUILDING CODE BY SEPARATE ENGREBUNQ CERTIFICATION. AND SHALL BE LESS THAN OREQUAL TO THE POSITIVE OR NMTDM DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HE ML 4. THE SYSTEM DETAILED HEREIN IS GE,IEW AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FCiR.SIi'E WNDTFIONS DIFFERENLfROM THE CONDITIONS: DETAILED HEREIN, A LICENSED ENGINEER OR R'EGISTFAED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. S. PERMIT HOLDER SHALLVERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO VMHSTAND SUPERIMPOSEDIOADS_ 'WOOD Rql:$' (§Y OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE;. . 6. MULTIPLE UNITS MUST BE TNSTALIEO.USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063 -TS ALUMINUM ALLOY., UNLESS NOTED OTHERWISE. B. EXTERIDR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING MAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHIMS ""BE ZINC COAATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM mSLLE Y®.D 4TmWH OF 6D w 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. LL Dtl0oW DE NW4OtW & CO., INC. - WTACI'TE Pv81NTEtLAYER N.O.A.# I I ;W&.SJ 12, S.I. DUPONT DE- NEMOURS & CO., INC - SOMYGIAS Wm KAvWk N.OA.911-=4.02 13. APPROVE[ FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS FL #15920.1 *, •• K POSSIBLE ARCHrTECrURAL SHARES :No SHAPE MAY ExcEeo Sim OF TESTED R I ecrANeLE TRANSCRIBED AWUND i SHAPE 1550! �1111101111110�hvl� EXTEPIDED GOTHIC HALF -ROUND EXTENDED PULL ELLIPSE (MAY VARY) lr MAX FOR ANCHM TYPO A&C OR oz.. f"MAX. FoRAfXMR5 , AD tXl E- 1-0 --JOE L ELEVATION DAA. WIDTH - WmDow WWW -V FL *15920.1 T j --w- . ..... NOM: WIDTH' AND LENGTH DIMENSIONS CAN BE oRnWnED uUMA" As 94oft ABOVE 0 ... .....T."77 -7 - "TIM EXISTING HOW Sfl87CTiAtE. METJU. STRUCTURES (SILOS OR � OYS'T •� r fid p� _ iii • • 1: 5' .t tCE,Y ANCKORS MR ANCHOR � �yy ALUMINUM.,8063-T5 SCHEDULE. SEE TYPICAL SEE MULLION APPROVALS POR '-' '•"` *i M EVATION FOR SPACING MULLION TWE AND SIZE. ><4J • • • : • • DIST EDGE DIST •" ' .. •: • . 1><t}R 2x WOOD 000000 EUQt:aRLtoNN L , ... _ NQF.f3KTdM . : 1 ... G • ' 114P MAX SHIM .. .. MAX SHIM 114` MAX IM 114° 4 1 "ATIDN ON .T ANCHOwPER 4 ANF MlORf8HF0UC 8 SHEET 218 FOR ANCHO UM SEETYPICAL SPACING ICC Sw.ELEVATION L ELdCYRllam" S Z49 FOR T SHEET 218 FOR ES� GG • SPACM • • OPTIONAL : . •. • SUP""APPLI .. . .. snwcn RE ! TfflCAL SF..C't'ION s• - IW vM SBCF MPICAL ANCHORS S7m RTLS os1PAGE zm&- Q= WOOD HOCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED, BY GLAZING MIEN AND TRANSFER THEM TO'TH§ BUILDIB)Cd STRUCTURE. "ON W - AA* DIA. W.TaRf.9N 8Y `BLCO' fFum1T7 KSI, ) TIM 13Y INTOWNCRETF (MM PSI MIN) OR GROUT FILLED BLOCK (ASTM CSO) 1-3/4° Mik EMBED INTO CONCREBOR GROUT PIW" BLOCK. TYPE W-IL4! OIL MLTICAWX9IF4%AV (Fun -177 KSI, Fy�15S KSI} WTO 28Y WOOD BUCKS OR WOW STRUCTURES . (SYPg2 G-0.591MH@) S -1/Z° M& PENETRATION INTO WOOD TYPH'Cc tie -nerd auna+Fnmrelr (GRADE 5 . MIN) (RU -120 W, Py-" 6T) INTO METAL STRUCTURES (5 PINCHES PASS THE t(IRETm PLANE MHN:) STEEL: )B° THK.. MOI, (FY -3S Kn NRN) ALUMINUM: 1/8' THK. MIN: (SDWT5 MRN) . (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED aR PAINTE(Y) TirPICAt NAM ossrawoe R9TOGROUF FILLED BLOCK- 2.19- MIN. DRC. WOOD STRUCTURE - 1" Med. VM NEW STRUCTURE - 314' MIN. F- *15920.1 "TIM r fid p� _ iii 1: JJJJJJ 1t ;s ry S r Mill ELM%TM 4 R S� FOR r - 4 i s�srP��AL � ITIONONStJF,EI' 18 FOR SPACWG r tNTER10R C �TYPIC�AL SECT RN T!T 4 e" 1'•0 —kbkl$ SECT' a,:HFDULF 4Au aea�asaasn.rmnrd bx OR ix 1tl000 B= (OPRONAJ.) i �'1 �t�i3:F37C4iSut,rte.au.�iS?].d:Ll.4I�f..�Er3iL�:,tsLdYa�Si1+�[47iEi�C33Si5'�(4:L'R57L3::.t[43.:�EuLL:2L4111 VIM Elm dorm "REM" Esmm�� R��l�"Em"lEm mm MIM Cmc#© MNUM Cm m m a �® � MAOMEN HM NUM 020 E ic7E"i� �0t�[7 or r7mD� W= KIM "Lou �� is�sws ��Ea■��r�ss�■s°ar��i r�ara��a s s �l��sa�s r i s�mmmcm2 1 t �" ases�s M A"OR Joff SJ*w 9d89m FL *15920.1 1 it 1 090 wo M BUTACRE PVO 5=4r INTE"Yelt W AWL W A=. Xe JAININ.Za- ANN H, SEALAW V4. SEALANT%' 6MR-MMUC.C.TYPT SonmeLock BERING 13LOOC SETTING BLOCK AT% AT AT K POVITS YV "Z4SEALANT H.S. Ya TEMP ? MIN.MSWING BLOCKSETTING SLOCK.-\ "I AT X POINTS AT V4 PORKMM <@> * ONLY APPROV90 FOR LARGE MMSW IMPACT FL *15920.1 G BUTA'QTE PVB 3b' ANN. tNTERIAYEAINTm"Ym .0" WTACITE WS 96.090 .3 Sm nnLqLqmW ANN. Xe fis. M OVrAaTe wa .090 SKULWERLAVER 20 H.S. i/W WM SW m 1" SLAW Ta M rK 119r atm SMP foa 9/1e OLAN SOMALANT16 (4) ElioSUMO BLOCK AT X POWFS SM I NG BLOCK ATX POINTS DEPTH M, M) *JW HW 0 WM SOLS AM 0,15r r -SWT vt P&vPk*pw$m F(A stur aim ULVAFW ne am$ VDM =a - G.J" am"Yo GLASS GLAM am AMESIPJW Q7 XMI WM WAR. - *.Wo YIN AXQ IVIS SAW MAZW OW AM90OW S9mNG BLOCK AT V4 PQIWS oaok�l #a.* , sWt=n IZ UCH -RW MW SM OR 2 MR MR MMI"M *WW WWU WILY no- a Acovm SCHUM-10MISAW z tm AT to Pm S iGtgt ODE" Rqwp * ONLY APPROV90 FOR LARGE MMSW IMPACT FL *15920.1 G BUTA'QTE PVB 3b' ANN. tNTERIAYEAINTm"Ym .0" WTACITE WS 96.090 .3 Sm nnLqLqmW ANN. Xe fis. 20 1 yu-m i/W WM SW m 1" SLAW Ta M rK 119r atm SMP foa 9/1e OLAN 8063-m (4) ElioSUMO BLOCK AT X POWFS SM I NG BLOCK ATX POINTS *JW HW 0 WM SOLS AM 0,15r r -SWT vt P&vPk*pw$m F(A stur aim ULVAFW ne am$ VDM =a - G.J" am"Yo GLASS GLAM am AMESIPJW Q7 XMI WM WAR. - *.Wo YIN AXQ IVIS SAW MAZW OW AM90OW 2 oil #a.* , sWt=n IZ UCH -RW MW SM OR 2 MR MR MMI"M *WW WWU WILY no- a Acovm SCHUM-10MISAW z tm AT to Pm S iGtgt ODE" Rqwp 9 * ONLY APPROV90 FOR LARGE MMSW IMPACT FL *15920.1 G MATERIAL SCHEDULE ItrEMI PART I Mefd"ON 20 1 yu-m i/W WM SW m 1" SLAW Ta M Jv-W 119r atm SMP foa 9/1e OLAN 8063-m (4) caw Sow cou 5083 -YS *JW HW 0 WM SOLS AM 0,15r r -SWT vt P&vPk*pw$m F(A stur aim ULVAFW ne am$ VDM =a - G.J" am"Yo GLASS GLAM am AMESIPJW Q7 XMI WM WAR. - *.Wo YIN AXQ IVIS SAW MAZW OW AM90OW #a.* , sWt=n IZ UCH -RW MW SM OR 2 MR MR MMI"M *WW WWU WILY no- I Sew Im, Acovm SCHUM-10MISAW tm AT to Pm S iGtgt ODE" Rqwp wmm swim OF= umm "m Saw* Roww wRftnwt SKMM tL4SWVW= AWMM BY MOM" PWWM= "Hums MaMM jr WWdL e WO AT MW MMW UIrAV= (10.1 =240 ALOMM 5/16• -ILL OR aUS SPAM UAW= SM ALL UM 17/w -XL ew am mm Smmm zuL ALL Imm * ONLY APPROV90 FOR LARGE MMSW IMPACT FL *15920.1 G H S WOTLlt PART 4,14 A NOT PAQUFRM WHENVMG THIS EXrRUSWN 0.420 0.270 0.025 17a Ap 0.074_- - d b Go 0.030 0.028#0 Viol gi�0-080 0.080 -0.080 o.s70 0.031 0. DSO • 0.00 ***see I 0.050 00 i A.000 'NOTE*, EXTRUSIONS NOT TO WALE. 0.813 0.090 FL #15920.1 1 T FRAMES OF NON RECCM[SULAR SHAPE$ SHAW, O U" OF SCREW SPLINE ASSEMBLY OW.). SEARMSEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE. INSTALLATION OF WINDOW, MPECTALLJOINTS TO ENSURE A PROPER SEAT. .. T fryp) FL * 15924.1 #Sx i" GRADE 2 SMS (FOR VV CORNERS ONLY) 6j I' S 0000 • • • 0000 • •• 0000•• • Dose • • 9 • • • • • ••• • ••• 0000•• ' ' 0 • ' ••9• 0900 99•••9 • • I • • • • 999 R. • •9• 9 ••• • •0 9 •00• 00. • • 0000 9000 0 • „ 000• SEARMSEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE. INSTALLATION OF WINDOW, MPECTALLJOINTS TO ENSURE A PROPER SEAT. .. T fryp) FL * 15924.1 #Sx i" GRADE 2 SMS (FOR VV CORNERS ONLY) 6j I' i I�►N MIAM>-DADS COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF PERitgITTING, MIRONMENT, AND REGULATORY 11805 SW 26 Sftat Room 208 AFFAIRS (PERA) Miwnt Floricla33175 2474 -BOARD AND CODE ADMV41STRATION DIVISION T (786) 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA)+��so�►ara� T. K Windows, LLC. 601 N.W. Ir Ave. Pompano Beach, FL 33069 s5Con: 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 Seaton (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 AHI 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•matet7ial 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, lachrdina the High Velocity Hurricane Zone. DESCRD.'TION: Series -249 Aluminum Oatsw lug P cors w/wo Sidelltes-L M.L ,APPROVAL DOCIIAOENT: Drawing No. W11-03 Rev B, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)", sheds 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on APR 19, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Accetitance number and anuroval date by the Miami -Dade County Product Control Section. MISSME TRIP'ACT RATING: Large and Small Missile Impact Resistant 1. See sheet S 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/ SIW design pressure rating Vs glass type and/ or threshold type, limited to single door application only. . LABELING: Each unit shall bear a permanent label wits the manufacturers name or logo, city, state and series and following statement: "MiamNWe County Product Control Approved", noted herein. RENEWAL of this NOA shalt 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. TMIKKATION of this NOA will occur anter the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or prods. 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. ADVERZiSI ;NT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration daW may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. .. 040 . . . . • • • INSPECTION: A copy of this entire NOA shall be provided to the user by t1le mannhdWb?Jt4d&t4butors and shall be available for inspection at the job site at the request of the Building Off i6W.* ::.: :' :. *0 This NOA revises NOA # 11-0218.05 and consists of this page 1 and evidence pages E-1, as well as approval dooument mentioned above. The submitted doeumentation was reviewed by hbaq L Chanda, P.E. :.. � •' .. . •.." 0 :Jqotaft" Expiration Date: April 21, 2016 Approval Date: My 03, 2012 .. . . .... ale 1 . . . . ... . . . • . . . . . .. . . • •: . . . .. .. L kL Windows. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1"PED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11-0218.05) 2. Drawing No. W11.-03 Rev B, titled "Series- 249 Alum Out -swing Door wt Sidelites (L.M.Lr, shits 1 through 16 of 16, prepared by AI. Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and scaled by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file # 1.14218.05) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform S"otic Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Tess, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Mind Pressure Loading per FBC, TAS 203-94 b) 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 -i), prepared by Fenestration Testing lab, Inc., Test Report No. Fn -6168, dated 12114/2010, witnessed by Sorge A. Causo, P. E. and signed and sealed by reviewing engineer Marlin D. Brinson, P. E. Note: Ibis test report has an addendum leiter 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 # 11-0218.03) 2. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade. Department of Permitting, Environment, and Regulatory Affairs (PERM). 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 "Sam Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no financial interest, prepared by AI 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 pari of the above referenced test report. G. OTHER 1. This NOA revises NOA # 114218.05, expiring on opril-21±, 1016u-, ; :.' • 2. Test proposal # 10-0017, dated 01/06/10 and a -mail lest r*Wtb Qa*d•'Q$i ft, 2010 approved by BCCO. �,� - •��� Ishaq L Church, P.E. -;- Prodid"t'okRViftr • • • - NIA fjo IVP*44 jxpPmV" Da& Ap�j,21,-1r6 Approval Dates B+Iay ai, 2012 E-1 • • • • • • • • • • • ••• • • • ••• • • AT 3- O.C. FRANfi WDTH FRpll: WIDT • 7 8, 18' !APPLIH: NAIL 3. •_ • • • • • • FffA9/86L HEAD FALSE f�EE@t " m TFtFJ19 • • • • CDRNERS A MAY BE USED A • • • • HME OPTIONS 00 • • • • a • / I \ I $� • • it lee r - • ••••• if �OPRONS SHEErr 0 It e e \\ //If o (BASS D.L.Q. DINS. ALM .—.i. 1i O.L.O. KMHT (DOOR & SWEUM m FRAME HIM - 14.875" R D.L.O. WIDTH (X DOORS & 0 PANELS) - FRAME WIDTH - 11.875' D.L.O. WIDTH (XX DOORS) . (FRAME•WIDTH : 20')/2 1. 3O 20 7/8° J.. CI+6. 04 D.L. 385/8. 38 S/8° LEgF WIDTH LEAF WDTN 38 BJV LEAF WIDTH .� SEMB-248 ALTTMTNTIM FRENCH DOOR V SIDELM TYPO&L E'I Rv_pm TYPICAL ELEVATIDN APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (X* LEAF DOORS(X) (XX) o! BtCTmimalm HI �e WITH OR WITHOUT SIDEI.ITES. SIDE UM CAN BE ON ONE OR BOTH SIDES OF DOOR. mm LAS DOOR DUAL LTRAF DOOR A•i)M•HetNs .! SEE SHEET B FOR DESIGN LOAD CAPACITIES. >17�inNwDaNt DOOR OPTIQN$ :e a THIS PROM= HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE s REQUIREMENTS OF THE FLORIDA 81ALD1N0 CODE INCLUDING HIGH VELOCITY ZONE (HMHZ). s m OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY }t TO TRANSFER LOAD TO THE SDRUCNRE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAIL. ANCHORS ODORS/SIDELOES ARE RATED FOR LARDS AND SMALJ. MIS" IMPACT. :^ EMREDNENT TO BASE MATERK SHALL BE BEYOND WALL; OREMC OR SNCCO SHUTTERS ARE NOT REQUIRED. F3 ANCHORDD OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE „ $ NOT PART OF'THD APPROVAL. 8 Ri A LOAD OLIRATION INCREASE 15 USED RI DES= OF ANCHORS INTO WOOD ONLY. \ ' NATER7AL8 ING.UOWG GUT NOT LUR17Eb TO AI&TAL T1RAY L:, COMEK"M CONTACT WITH OTHER OISSOIRAR REAUIREMEN1S OF THE FLORIDA 84.DD. CSE ISSA� : w11—a3 9404M Al 4'.. Y do Ur FROM END OF AT LVLLM ro l". FRAME R ODOR AND SMELRES �M (o) AT S° O.C. TIP. AT HW/SILL • • • 1 t/a• MAX t 1/4° ma • • • � iC 41 7/8° go, MAX ♦ /8° • • • SIDEUM wm xx DOOR voAYL FRAME WM• • • • 8° mm 3° t8` VAX SUWACE APPUM1 F• 0000•• • LL FALSE WJNTW F A .�` It I-.. 0000 • + $ 0000 • �, gg 06.66• •• •• •• 0000•• • • • • • • • • • • O _ . i 3O" 3v I it 2tt 7/a° S0° D.L. cm Ol. opo. .L �O. .L 8 S/S° 35 t/8" LEAF 39 s%a° 3S Itr LEAF twom As�1�0aeLelN � � •rrptcaL et.evanotu saylnmo. . ( oxxo) - WIM PANEL 3IDEL[TES b` <m SMELITE OPTION - q M 0000 • 0000 • 0000• • 0000 • • • 0000 • 0000 • u u t oPTroI(S SEE SHEE[/8 I J / E \4 II H I I $ � II u � IOCK OPTRIRS \\sFe SKEET a i / ii INACTIVE ACTAIE � 0000 • 0000 • 0000• • 0000 • • • 0000 • 0000 • ' ANCHAT MULLION �/�• `K=RS AT 4M*. 7' B to" FM END OF •• � AT STU ENDS (•) AT Y &C. FRAME AT D= AND S@EWTES M AT NEAR/SILL • • • • • FRAME WIDTH • • • • • • tote ri Z 4s s/Is° a IC FRAME 000000 • • 8" MAX HEAD SILL $" 7YP. las MAX, APPLIED • • • • • • • K A � lE FALSE tNEo000000 • 411411, -------- `. 0000 • n _ 0000•• ••• _ 000000 Q SEE s S I -=y._= to crr _ 0.000• • • • • �{, N E \ I ii\ it ••• / I u • • • 006 All. Ix lo g LOCK OP310N8 ; n \\SEE SHEETSIN I It ii a Il WAOTNE AOTNE 41 S/•" 3D. - yD 7/8. --'" Mn9AUL4 D.I.. .L OPD. 38 S/•° 46 3/Ss MaE FtOTII lid: 3S 8/B° 4•� d TfRCAL El"AMW ( OXXO ) • IWH DIRECT RET 9IDMMS s S m SMELITE OPT ION is W11-03 • .X$;�1� sheet ; of . VY1017i HERO 341. a 1 I I \ \ 4 I 41 7/3° $t. • • • • • • • 1 \ ct WWQapP @11DTl1 1 to • • • • • 1 Ir MAX. 1 1 / 1 / • CORS / t�° t / �� •••• • • — FI •••••• ••• Su �j QQ • a0 • • • �gtF ''3 r� a Y� ••i 1 vs-/�-n C.L 4 t� i4 d Ct 28 7/8' S _ ao° NOTE. C.I.. O SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. 88 5/S° LEAF Wom Dp m +65 -80 PSF I * EXT.(+) Dp WITH HIGH THRESHOLD, UMITED TO +58 PSF WITH STD. THRESHOLD t+B0pOC1 NRVI>� egFy•lffi dlsPtalM� a TYPICAL O MATION Aay�aua� y � 4 ( X) FCR noM LOAD QWA= SEE SHEET S �- swGis ._uw DOOR J= smm ame E TN9F.RR s m S.H. WINDOW INSEW OPTIOAT �t a . VY1017i HERO 341. a 1 I I \ \ 4 I 1 \ ct 1 to 1 1 1 / 1 / / / t / LAO (X) SINM LEAF (X) DOORS WITHOUT SIDWIMS DIOGN WAD CAPACITY - IN FRAME wmTH FRA11E HEIallr INCHES mleswc(- TYP68 CIA BB MW OR ' 'B' OR at, 42 100 1 9O.0 I 80.0 AV 10oA 1141.0 FOR sTo. Ti11�910LD t9sT + STARMWO STEEL. THROW SOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT TACH ACTIVE LEAF LOCK STILI, 49' FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTEIEOR AT EACH ADM LEAF LOCK STILE. 39-1/2° FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH ODLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS. (2) AT SINGLM) DOORS OPTION 82 MULTI -PONT LOCK SYSTEM WITH LEVER HANDLE LOCATED FTAST�Et1E10 BOTTOM#12-2O SIV " OCH MS LOCK STILE METALLIC STRIKE PLATE AT 40" FROM BOTTOM OF INACTIVE LEAF' LOCK STILE FASTENED WITH. (3) #10 X 1/2- FH SMS MANUALLY OPERATED CONCEALED FLUSH SULTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT tO-1//2' & 79-1/2" FRtXA BOTTOM FASTENED WITH (2) @8-32 X t/2° FH MS 'iO SS DWANAND PE W ACTIVE AND DIACM LFAFB w DoDBLs (XX) DOORS WITHOUT $IDBLIT D=QN LOAD CAPACITY - PSP FR ME WZM MASS TYP118 FRAME 1,Et A' '�'• �' ee ,09 9oa ama t iss TYPE 0 &&=m wAL1FeE ACI= w DoDBLs (XX) DOORS WITHOUT $IDBLIT D=QN LOAD CAPACITY - PSP FR ME WZM MASS TYP118 FRAME 1,Et A' '�'• �' ee ,09 9oa ama + ARE L9 ro n9.0 FSF OPTION Al 7-8/S° LONC ALUM BUTf HINGES. AT 12' FROM EACH END AND ONE AT M10�'AN OF LEAF. I�PI1S�-�2 LONG ALI9d PHOT HINGES, AT 12° FROM EACH END AND ONE AT MIDSPAH OF LEAF. / FASTENED TASTENED M(T PANEL Wt�TH f } !i%1,9-18 Xit �i/ MS MS StEALAAITSS: FRAME CORNERS AND GLAZING BIRD TO PANEL. SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED MM SILICONE. room •o • \ 9000•• \ • 9999•• 0000 • • 00*0 // 11@* 99•• � •••o mats LEAs 10 DOORS wm am DMP DBSIGN LOAD CAPACITY- FRAME W0M won Gus wpm0 DOOR FR&W 100FR 'A'. W. `B' 08 'Br Sam I EXT.(+) 1 W4-) 42 100 86.0 80.0 t iss TYPE 0 &&=m EXT.(+) LOA68 SHOWN n80YE ARE VM ,OOH THRESH= FOR 9ro. TF�fO1D L918 EXL(+) Lam TO 69.0 PSF 1Traepn �' -o b • GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) OWN AND FLORIDA BUILDING COM SSION DECLARATORY STATEMENT DCAOS—DEC-219 APR $ A -OR amwmg no. W11-03 NOTE' FOR DOORS CAPACITIES SEE SHEET S. FOR SMELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. NOTE: CLASS CAPACITIES ON THIS SHEET ARE WED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS—DEC-219 I le iNoox swan W. W. F ---- T O'm STATIONARY PAM (0) OR DOORS MR MMM DMGK EM CAPACITY ^ FSF V— FAKM/O== SIT GLASS TFM 'X. 'At. V, AWE HEoff 44M DOOR woo MKS vom mcm W. "W. 41 7/a m so (3m 49 '69.7 es 41 7)9 (30 So CAX) 48 ama 91 41so ()00 7/8()* 48 80.0 M? 97 M 80 (XX) 42 80.0 79.8 103 41 7/800 go (XX) 42 80A 79.8 109 41 7/8 (X) so w 41718 80.0 80.0 NOTE' FOR DOORS CAPACITIES SEE SHEET S. FOR SMELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. NOTE: CLASS CAPACITIES ON THIS SHEET ARE WED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS—DEC-219 I le iNoox swan W. W. F ---- T O'm ( w ) ( xxo ) C(Qi�> AamM- droising no. wl 1-03 • • V— ( w ) ( xxo ) C(Qi�> AamM- droising no. wl 1-03 • • HEAT SIRE 'O CLASS 1 WIERLAVER LX PV9 8Y' $owtw •3118" NEAT STREN'0 MASS MASS TYPES 1LLAT STREN'D CLASS 1/a• ALR SPACE 3/18' WAT SIREN -1) CLASS .680 DAERAYER Win PVs SY 'SdAITN' 3/18' t0'Jd srRENa (LASS sucom GE L� iffi M 3/1s" Nsm ameo mn89 �u 1/4' AW SPACE • 3/18' NEAT WRIEWO MASS • • • MEAT STREN'D MASS• • ! • • • .690 LJIERIAYER • SENIRY6LA4 By V~//8' NE1I OSVIW OLAss • • •. > LWIERiAYER M W LA9 BY 'D~ 3/10' HEAT STRBM 01ASS •3/16" HEAT SRIENb MASS CE , • • f• �6upow • 8 • OE ROW01 SMJCONE DE 12WD 0U • V •. 6E 1200 �qpg Lbw q8Q .. 9 M •.• �Wq n M • •• • � sl � • •11 SPACER SPACERI #a a • • • • at/2' FROM EM AT 4-1/2' FROM ENDS • • • �a AND 10-1/2' OC. AND 10-1/2' O.Q — 1/8' XS 31e X a D 1Xp mac� EM SE /4' X a ND W 2 PER UTE, AT 8' FROM ENDS 2 PFR LITE. AT 8' FROM U= €A GLASS TYPE 'AlGLASS TYPE 'B' GLASS TYPE 'Bt' GLASS TypE `F" " (s.N. mmm YRM SLN= DDDR APPUCATLON OM4 GLAZING OPTIONS a s 0 GLASS TYPES z d I� "oARIMBONJ 1�Y;Tyi3i1]�[�_i�j Mesa r M••1r a4a draw)ng >ro. W19 —03 sheet 7 of 16 HIGH THNTESHOLO _ _ ��TTA{{PP)R O FOR WATER WISMIARCE DOOR) LIMIT MNL EXT(+) LOADS TO 80.0 PSF (OOU� DOOR) 1BY W000 MICK EOE WSf. _ (SEE ROTE w1w 1) T MCAL FOR SPACING �S !! ALTERNATE Typm °SEE 01V M? IJ E MIST. FOR SPAM STANDARD THRESHOLD A *n FOR WATER 111113111101M 6fAX. EXf(t) lOADs TO 88.0 PSF 9 J • VLA 5 • WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZINN(y� AND TRANSFER THEM TO THE BUILDING SiE�J ' • • TYPICAL ANCHORS; SSE REV. FOR SPACINti ' ' • • lbt DfA aLTRACON BY 'ELCO_ Q1-177 KSL Fym105 KS) • • INTO 2BY WOW BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Yom% • „)./4' 01 4, SEF DRILLING SCREWS (GRADES CRS) qq g INTO MIAMI-DADE COUNTY APPROVED, MULLIONS (MIN. THK. 1/8-) INTO METAL STRUCTURES STEEL : 1/8. THK. MIN. (Fy = 38 KSI MIK) ALUMINUM : 1/8" THK. MIN. (8063-T5 MIN.)g (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYI>1w EDGE .DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE 1' MIN. INTO METAL STRUCTURE a 3/4" MIN. CONCRETE AT HW, SILL OR JAMBS Pa = 3000 PSN MIN, C-80 HOLLOW/FILLED BLOCK AT JAMBS Pm . 2000 PSI MIN. raommulaymm $ •iteM •91b 12. •}i W OPERATING am SHE ELEWUtONS FIA. PE 7 t o f M SPACING OJLN ,,,• LOW THRESHOLD NOT APART) FOR WATER NMVXM W? 1-03 V. —. .. . •• so le • •.• •• • 1 0 4e FolE . e • • • e • see i1 wx 26Y WOW n OR Cluf� 2fl 3 p w�etM tlm FeeA.a Aae�ase.t!• •/y •. ..APR 27r OPERATING UNITS b � g drowt� rro. W11-03 O 3/a` x JX I/2" FROM PANV cc « $10 x 3/4` PH SMS a a, FROM @105 AND 24` O.O. MM PANEL SIDED: M INSTALL MON D TAY • • • • • ��v •00• 4�� de/IelfMu iio6e l -O alw. oyer ywso H leafy M .10 -wor- PANEL SIDEUTE UNITS 0000•• • 0009 • .99.96 m • 0000 0000 • W11-03 9.09 • v • 09• 00:00: •9 • a ••• •• •• • 0000 •000•• • 0Ox1`PHSMs • • • • 0000 INFROM ENDS 9 • ANO 18` O.C. MAIL 0 • • O 18 • • • • • 3 99 • • •• _ — 1 i�NQgj QC 2 N 110 RX=RIOR 8 LEAF NOTH - a StLiCON6 SOFT NNW � I-t0O 18 O 2 mm, 7 Y a � Y E °' TYPICAL ANCHORS '• a E0t8E ° VVI;C . ANCHORS � � F� Sim fY@AOCTRRYWRp 4�� de/IelfMu iio6e l -O alw. oyer ywso H leafy M .10 -wor- PANEL SIDEUTE UNITS ,� FW. PE m drawing no. W11-03 mPcA, MCHM ran .. 1%— .. ... . 0 . . ...... .. ... 0000 . ... .... .. ...... ... . .. 00 00 ...... MM SFAWM AND Ir O.C. MAX sue"'waramp Wahom V oae. n-5ias Nil a 0i ��! i wj ill O ..—ITI I= arnwm9 no. W11-03 4= .082 .082 .332 1,043 .149 ® PANEL CLAZINt3 BEAD -,66A I O sIDELrrE xEno/Slu 3496 9 0qV-30789 2.128 .7t3 .� .860 1.488 .126OW ceNtER F08N�9E ° ® 4799 2.128 SIDELITE G1AZ W BEAD (MU1.. LAM GLASS) ® PNOT FiOIGE r 125 �L 0AM OW 3 DDDR JAMB/SiDEl.1TE FRAME 19 AOR BOTTOM RAIL O ;,-Z7 RA6499 � .082 093 1.780 ,881 .8?8 T 7L .092 4, 1. - I �F6NQE DOOR TOP/BOTTOM RAIL 1 .1iaffMrAUUMN BAR 1.Bib .67 -. .982 ® 5T0. SILL ADAPTER M708 r"6741 .979 ,gag. .w3 � t 0170 .� JI .939 1.278 '4.OW 4 O ACT)VE LEAF LOCK STI4E TM -1M OWEATHER-STRIP ADAPTER OW -31829 --4.889 AM 1.888 �1- GLASS PANEL ADAPTER ,O7S t.287 2.040 1.780 718 mo i 1.799 .626 ® .092 4.000 4.tIQ0 ELtTf GLAZB�Ki�BEAD (LAM. MASS ® INACTIVE TM -BLOCK STU BAR 1.Bib 4.�0 a 25 .128 1,804 .tag - .982 ® 5T0. SILL ADAPTER M708 ,.989 Btl0 .188 LAW THRESHOLDj�-t.&99 897tkt0 t.s79 MID RAIL CORNER CHANNEL. .w3 � t 0170 .� JI .939 1.278 3,978 4 I •126 1.829 MGH SILL ADAPTER ® TM -193 1.888 �1- GLASS PANEL ADAPTER 2.167 930 1.888 i .187 .984 .092 4.000 .060 2 FRAME Q O 'H' ON 18 M-t2l-t21A O SILTL COVER ALT. DOOR JAMB/SIDEWE FRAME ALT. FRAME COVER Y BA BA Y•.8' i� • 11 OR 2 ii FRAME TOP CORNER .tQ yy� kt 8 gjl Z t$D DOOR LEAF CORNER_ DOOR COMPONENTS / <m drowtng no. FRAME BMMM CORN MID I man�ER , t° .. .. W11—Q3 S w-1 w/ SK OR 8'2 1Y . •1re. o n=S!i P61TC / D)'l00N DaATB[BAi. 31dNP I TWO"1 FRAC NFAD 8983-78 - 2 80.8797 1 FRAME BSS (STP.) 8083-T8 - • • 2A M70X8 1 10,F TlptEBlI01.0 B08'J-T8 _ 3 @A84999 FRANCE JAMB BO53-78 _ • SA 8A AS 8M. ALT. COMJAMB/SIDfiUTE FRAME 61183-78 - 38 BA AS READ. ALT. FRAM CM 8583-78 • • • • 4 IM -172-172 1 ACTNE tEAF LOCK MILE 8083-T8 - 4A 1M-�1J46 1 NVtCTNE LEAF EOCX STILE 6083 -TB ^ 8 TM -32898 , PANEL HUM SUE X8,7 -T8 • • • • • 8 71m-3z8a 1 PANEL TOPfB07TOM M8083-78 - 7 DW 316264 186✓;Rffi�R4P ADAPTER 8083-T8 EDoor(?OPf e FD 187 3/ 1FAF suit Rv1De 6o6•► -T6 suLLmua BA - 3/ L6AP PACT ow am -Te t�Left9 Ow30789 AS �. 39>EIPA9 ITE H/BILL 8083-T8 - • • 10 aw 32762 a ODOR I= INSERT 6o63 -T6 Lat K • 11 OW-3ABO8 a/ LEAF PRESSURE FiATB-TRi ROD AtARdOg75! 4" LONG 12 IS 1202 2/LFAF FLUSH BOLT ASSEMBLY ALl@O,ODA 86AL118N,f3 A9R.C. •beso 18 IM -121A AS RWm'K' N181fON 18 32W1 A8 RE010. MAN FILLED 8018 1TSIR�PINO .187 X .�O T -SLOT • 18A 32024 AS REO'0. MULTI FLAP FOAfd FILLED MILS UPBTRiPP1N0 - - - E.�FfF CORNER 188 32011 AS REQ'D. FOAM FILLED BULB w'SIWPPOID .187X.380 T -SLOT 17 i80F 2/IFAi' FWSiU3q.TIAl1 OE, Lm STRE Eow(tOP/80ifOM) 8063-T8 H & !A PiA9TIDS t9 TN -292$8 , PANEL BCTIOM RA0. 8083-16 '• 20a9 RECD. B10 x t/2' RN. UNDERCUT iSMsTEEI A7 FLUSH BN.Ts 21 2/LEAF 1/2"0 Ttp�AOED �, wA549iR • NUT SM '�V�� END RABS za - - SAD Bq.7' LLOOHANDLE MKTiIK_SET 93 , lM=FI=Lilt - LEAF, a,` FROM BOTTOM 2B - ,s Dt�T PLUG (DPTIDIIAL) PlA9TIC DOOR JNdB UE11'ALL SCREW HOLES 26 AS RECD. 910 x 1` P.R. SNS. (ASSY. SCRErQ BfEEL DOOR FRAME ME•BERS/A%ILl CLIPS 28 8118798 AS RECD. SM. 58.1. ADAPfBR 80@3--T8 - 29 6Y AS REV.18Qf1 SILL ADAPTER (USW wrrtt sT0.BL) S 8083 -T8 - 30 TM -1801 SELLCDVER W83 -TS - Jt TtA-182 - TOCK STILE RFAVFOlBiEUENT 6083 -To - 35 TAA -157 1TE 4 91DP1OIAZlN9 READ {LAN. CLASS) 8083 -TB SM LIVE GLAZING PER8.IETER pp MSUL 38A 4 SI�1TE UI.AZD16 BEAD LAN. GLASS) MM -TS SM LBE 9UIZW9 PERIMETER 37 7N -139A 4PRONAL PANEL OWING 82AD 8083 -TB - 36 Tp -184 naafi.. GIM PANEL ADAPTER 8083-T9 - i� • 11 OR 2 ii FRAME TOP CORNER .tQ yy� kt 8 gjl Z t$D DOOR LEAF CORNER_ DOOR COMPONENTS / <m drowtng no. FRAME BMMM CORN MID I man�ER , t° .. .. W11—Q3 S w-1 w/ SK OR 8'2 1Y . •1re. o n=S!i P61TC / D)'l00N DaATB[BAi. 31dNP I TWO"1 FRAC NFAD 8983-78 - 2 80.8797 1 FRAME BSS (STP.) 8083-T8 - • • 2A M70X8 1 10,F TlptEBlI01.0 B08'J-T8 _ 3 @A84999 FRANCE JAMB BO53-78 _ • SA 8A AS 8M. ALT. COMJAMB/SIDfiUTE FRAME 61183-78 - 38 BA AS READ. ALT. FRAM CM 8583-78 • • • • 4 IM -172-172 1 ACTNE tEAF LOCK MILE 8083-T8 - 4A 1M-�1J46 1 NVtCTNE LEAF EOCX STILE 6083 -TB ^ 8 TM -32898 , PANEL HUM SUE X8,7 -T8 • • • • • 8 71m-3z8a 1 PANEL TOPfB07TOM M8083-78 - 7 DW 316264 186✓;Rffi�R4P ADAPTER 8083-T8 EDoor(?OPf e FD 187 3/ 1FAF suit Rv1De 6o6•► -T6 suLLmua BA - 3/ L6AP PACT ow am -Te t�Left9 Ow30789 AS �. 39>EIPA9 ITE H/BILL 8083-T8 - • • 10 aw 32762 a ODOR I= INSERT 6o63 -T6 Lat K • 11 OW-3ABO8 a/ LEAF PRESSURE FiATB-TRi ROD AtARdOg75! 4" LONG 12 IS 1202 2/LFAF FLUSH BOLT ASSEMBLY ALl@O,ODA 86AL118N,f3 A9R.C. •beso 18 IM -121A AS RWm'K' N181fON 18 32W1 A8 RE010. MAN FILLED 8018 1TSIR�PINO .187 X .�O T -SLOT • 18A 32024 AS REO'0. MULTI FLAP FOAfd FILLED MILS UPBTRiPP1N0 - - - E.�FfF CORNER 188 32011 AS REQ'D. FOAM FILLED BULB w'SIWPPOID .187X.380 T -SLOT 17 i80F 2/IFAi' FWSiU3q.TIAl1 OE, Lm STRE Eow(tOP/80ifOM) 8063-T8 H & !A PiA9TIDS t9 TN -292$8 , PANEL BCTIOM RA0. 8083-16 '• 20a9 RECD. B10 x t/2' RN. UNDERCUT iSMsTEEI A7 FLUSH BN.Ts 21 2/LEAF 1/2"0 Ttp�AOED �, wA549iR • NUT SM '�V�� END RABS za - - SAD Bq.7' LLOOHANDLE MKTiIK_SET 93 , lM=FI=Lilt - LEAF, a,` FROM BOTTOM 2B - ,s Dt�T PLUG (DPTIDIIAL) PlA9TIC DOOR JNdB UE11'ALL SCREW HOLES 26 AS RECD. 910 x 1` P.R. SNS. (ASSY. SCRErQ BfEEL DOOR FRAME ME•BERS/A%ILl CLIPS 28 8118798 AS RECD. SM. 58.1. ADAPfBR 80@3--T8 - 29 6Y AS REV.18Qf1 SILL ADAPTER (USW wrrtt sT0.BL) S 8083 -T8 - 30 TM -1801 SELLCDVER W83 -TS - Jt TtA-182 - TOCK STILE RFAVFOlBiEUENT 6083 -To - 35 TAA -157 1TE 4 91DP1OIAZlN9 READ {LAN. CLASS) 8083 -TB SM LIVE GLAZING PER8.IETER pp MSUL 38A 4 SI�1TE UI.AZD16 BEAD LAN. GLASS) MM -TS SM LBE 9UIZW9 PERIMETER 37 7N -139A 4PRONAL PANEL OWING 82AD 8083 -TB - 36 Tp -184 naafi.. GIM PANEL .. s • �• • �• +��or+acrwevt�ee flit drawhg Wl 1-03 abet iS of t • r¢ • •••••• ••• • •• • •••• d!� +��or+acrwevt�ee flit drawhg Wl 1-03 abet iS of t 1.937 D9a .sz 1-1.875 780 1.00 •� 1.749 my FIXED MEETING RAIL 1.780 �— .940 1.121 8 s Im A SM. VENT TOP RAO. .787 .888 .o9a .874 .817 SASH LATCH 1.M2 .oso 2.280 2'M .7EG VENT BOTTOM RAIL 748 FM RM REW. 05 2.641 .140 1.883 DOOR STOLE REINF. .883 neo I.G92 t.D461-- D SASH SM RAIL 1.67E 441=n q .943 038 t.489 FRAME ,MMB a.oaD ZM .G82 .862 1.937 FRAME SILL .082 ala .�0 GLASS STOP ANGLE rest 6 PART Y BEAD. DERMOT= H&TBBIAL iINF 1.1 0W-31798 1 FRAVE WAD 9003-79 - 2.1 T6+-117 2 FRAYS am 6083-T8 - • 3.1 - 1 FRAYS SGL 8pgt-T8 - 4.1 OR -38123 1 FM mm RAB. 80&7-Y8 -600000 8.1 TM -113 1 STD. V6NT TOP RAO. 0063-T8 Rt j161-+ta 1 vau WTIOU RAO. X189-70 -• • • • 7.1 68-319M 2 VBNT JAMB son -T8 - 8.1 TN -118 2/VW SIO LfMDID EGRESS UM ® 8' FOU OW 8063-T8 -900000 • • 80..1 2/VENT LATGN UM ® 8' nM OM CAST 9.1 - AS RBGD. MAM S10P ANGLE ALIAIM" - 10.1 - 2 VENT STOP (8••'1/4` LONG) MA9T1C 11.1 - 2 3PHLLL.8umm - crosw . • • 12.1 4 VENT am PLOM • 13.1 W-3049 A9 REOM BULB VMVH Ft$n 4+ VW L i • • 14.1 W43201 A9 REAO. nV 69AL WBATfDIIOP wa, - tRt W43371 AS READ. FW WL WFATHEASM Wom • • 1Ri 1 FRW/VW ASSWU.Y 81 tM COTS 010 x 1" P.N. 6M8 17.1 - FW -M RAL R ALUMO M - 1S1 DOOR STOLE ANO AURMUM - T W v I AR ZR AM IMUMINA MA } Florida. Building Code Online Page 1 of 2 Product Manufacturer T M Windows LLC Addresso"M VEmeil 601mt 12 ave pompano beach, FL 33069 (954) 281-4430 srrrebrhwimlow.00m Autdrized Signature Frank Sennardo frank@mhgetrp.osm Tedurical Representative Address/Phone/EnW Quality Assurance Representative Address/PhoneXroall catem Windows Subcategory Casmrhent Compliance PAethod Evaluation Report from a Florida Rimed Architect or a Ih era ed Florida Professional Engineer Evaluation Report - Ha ftW Received Florida Engineer or Architect Name who developed the Frank L Eennardo, P.E. Evaluation Rdpwt Florida UcenSa PE -0046549 Quaffty Assurance Entity National Accreditation and Management DwIltute Quality Assurance Contract EtoMon Date 12/31/2015 Valtdeted By Ketth E. Ldrinds, PE ® Validation Cheddist - Hardmpy Removed 'Certificate ofIndependence w 16132 RO COIL Financial, Referancad Standard and Year (of Standard) Stmadand veer TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards • • • • • • • • • • • • Certified By • • • • • • • • • • •• • • • • ••• • Sectio from the Cade • • • • • • • • • • • • • ••• • ••• • • ••• • • • • • • • • Product Approval WOW • •• • •• Method 1 option D • • 000 • • • • • • • Data Sub 12/21/2012 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• hrin://www.floridabullding.oig/pr/pr app dtl.aspx?param=wGEVXQwtDgvyf4ngAXb10... • • 7/26/2013 ,Florida Building Code Online Page 2 of 2 Date vaudded 12/21/2012 OM PMUM FSC ApPWW 12/26/2012 Date Approved 02/04/2013 US :: IM North A The of FWIda Is an AWM emDMw• L- r-- x - ... SAFE. ••• • • • • • • • • • • ••• • •• • ••• • • • • ••• • • httn-//www.floridabuilding.ora/nr/nr avu dtl.aspx%param=wGEVXQwtDgvyf4ngAXh10... 7/26/2013 Product Evaluation Report D 21, 201:2 Apron Number: FI.B Project Numbec Product Manufactuw... Mamd6c bmerAOdress:. Product Name & Description: Sbaps of Evaluaftn. E #1_�f3I1 12L Fl y? TM WIndan, L Q 601 KW. 12th Ave. Rompano Beach, Florida 33069 Series 525 C.asweentt Window L.atge & S#W1 Missh Impact Res*artt TW Ptodtict Evaluation Relsori Is being issued In: sawrdactts with r tkWm* of to Florida. Depatttoerrt of Ovshwa and Prof ar t Regula a#tt I3ulidfig tttt iissiott) Mule E tapes 9NV uts, F-+4 C,, for stet de ice per Method 1(d). The eruct noted obwm has been tai andtar evaltuteld as summari herein -to show ommptire._.Q PO Fto►ida: WIdIng Codeartrl. is, for -the purpwe in Ied, at f equivslont to that required by the Cocle.'Reevalustion of thiis:pWu6t sW be regWred :fbl ng Wtitiant Flofts 6ul'dV Code modiflcatic" or*rmlaiians. SubstonVOU09 Daft: ria.. *owft #92tT`ttlw-01' wed asmiss Q6 CsWmt Windoe, sheets 14 WeMrad by Eng n9 Express, sIgned & staled by Frank -L.. 6ohnardo, PF,, Is an Integral parWf this Evaluaticsn Report, UnIbrm. stsocs#uchrW perfartna m has l WsW in. accordance with TAS 292 test Vander W ted rspgrMt.21-3.01-12. by American Test Lab of SMO Florida (ATL:). Larp:m a impact reWstanc a stat cyclic to t9 ,*rfo mance have been tesW in acowdanca w1h TAS 20.1 &,203 test standar(W per reef. report(ss) #121&01-12. by American rent Lab of Sattr:Ftortda (AT4, -, • ��i`l1at1Gt11t-.9NO(N W CALCULATION Straotural engirteerit calculations have lit prepared whkh eve to thy: produi2 based oft compan%tiwe-andfor rational oft** to gttarrdy Ift Mldk ing deo i tla: 1, Anchor Spacing 2. NiwJmurn AgowgMe Sig�crte combinations 3 0.100 C40O !/ 4, Astor CW No Increase jn aj�e strut has bot upW in e F Gee The #D ing are aproved for tate to the 1�1 W as a})eAed in thO-cormponfto Nffty W Sits 12"" AvtR.uE # 1ft• DEERFULD Se*CH, F4 33442 • • �•• • • PK*uE; 054-a$4-0610CI Fax: l9$4 -3-S4-0443 ING December 21, 2012 TM Window, LLC. — ;aeries 525 Casement Window (Lint & S* W - Page 2 of 2 • DuPont Saflex Interlayer (NOA # 41-1102.11) • 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 {Hind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedules) on b respective Product Evaluation Document (i.e. engineering drawing). Insta/Iadon Each product listed above shall be Installed in stict 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 specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance v 1h 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 andw schedule. Host structure conditions which are not accounted for In each products respective anchor schedule shall be designed for on a site-speoft 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 the High Velocity Hurricane Zone (HVHZ). •• . • • • . • ••• • ••• • • ••• • • • • • • • 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-06.60 FAX: 954-354-0443 WWW.ENGEXP.COM ••• • • • • ••• • • • •• •• 000 • •• •• TM WINDOW & DOOR SERIES 525: ALUMINUM CASEMENT WINDOW r LARGE AND SMALL MISSILE IMPACT RESISTANT • s w GENERAL NOTES 1. THE D HEREIN NAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORWA BUILDING CODES FOR USE W>TNAC AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PERTAS 201 / tLZ E1300.09 ST LOAD DURATION FACTOR 01-1.6 HAS BEEN USED FOR WOOD ANCHOR R DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRS CALCULATED FOR lig WITH THIS SYSTEM SHALL BE DETERMINED SY OTHERS ON A 30B-SPECIPIC BASIS IN ACCORDANCE WITH THE GOVERNING COOS. SITE SPECIFIC LOAD WIND LOAD REQUIREKENTS SHALLL'BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE 2010 FLORIDA BUILDING CODE BY SEPARATE ECGECEERTNG CERTIFICAYION AND SHALL BE LESS THAN OR EQUAL TO THE POWN OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATPA HEREIN. A. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITlOr- DETAILED HEREIN, A LICENSED MURNEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMTS FOR USE IN CONJUNCTION WITH THIS DOC UMEMT. 5. PERMIT HOLDER SHALL VERIFY THE ADiR?UACY OFT COSTING STT8ICRIRE TO WITHSTAND SUPERIMPOSED (AADS. WOOD BUCXS (BY OTHERS) SHALL. BE ANC110R® PROPERLY TO TRANSFER LCV�S TO 1TIE EXISTING STRUCaM. 6 MIA.TIPLEUNITS MUST BE INSTALLED USING STRUCMAL MULLIONS APPROVED BY OTHERS INR UNDER SEPARATE CERTIFICATION.. 7. ALL EXTRUSIONS SHALL BE 6063-76 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. S. 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 MINIMUM TENSILE YIELD STRENGTH OF CW M. 30. ALL DMSfMILAR14AIEWALS SHALLEE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE 11. EX DUPONT OR AMOURS & CO., IPjC. - BUTACITE PVS INTERLAYER N.OAB 11-1118.03 12. SOLUTIA, INC. - SWIM PVB INTEWAYTR 19.011.611-1102.11 13. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS, SEE GLASS TYPES FOR ANY RESTRICTIONS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 1213.01-12 FL #16132.1 10 0%1.. IJ s1µ• MAX. FOR ANS TYPE •s• M Ur MAX s• MAX FR M YXWOR tm !'r-.) 8• MAX FROM Aw "WOR GARNER (TVP.) —DPRRMWIDTH TYPICAL ELEVATI D.LO. WtDM - WMDOW WIDTH' -4 )f�° D.L.a LENWH - WINDOW LENGTH -4 s ua• MAX .. .: FORANCHORSPvalr S ... : Aro :. 18 11 MAX. O MAX PROM FORARCNORs ANYIOINT OR ..• O + • v MAX FROM TYPE •A• •C% •w CORNEA CIYP.) • • •Comm trvp.) • . • ///,-/OA/AA • .moi suRPAceAPvtt® I � • • ��YVp�' � d � •QQ � � PAIS MSO � 8 JL- --� -'-' . • � .. ..it APPROVAL FOR 4 0• se8 sePARAre • • • L-_ALUKINUM• • • 7 CONUGUi _ g pd I }--}-- GWWI DL. A( DF FRAMWT—gg APPROVED AWWNUM MULLION is USED TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION D.LO. WIDTH - WINDOW WIDTH -4 %* D.L.O. LENGTH a WINDOW LENGTH -4 5 FL #16132.1 1 R ME ix OR 2x WOOD BUCK(optum ). NOTSYT.M. 2/4• MAX SHIN Of No SHIM ANCHORSPEL ANCHORSCHEDULE. SEE TYPICAL ELEVATION ON SHEET NO FOR SPACING SEAL SCREW HEADS —'WISH SEALANT (EYP.) MAX SHIN lx OR 2x WOOD SUCK COPTIONALL NOT BY T.M. �VOTIKG MOST STRUCTURE 1 TYPICAL SECTION 3 6' a V -w . VERT SECT ,YAICAL SPAMS WOOD BU(XS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZUNG SYSTEM AND TRANSPER THEM TO THE BUILDING STRUCTURE SEE PWLl= APPROVALS FOR }MULLION TYPE AND SIZE. {n:GE DIST l4' MAX SHIM ANCHOISPER ANCHOR SCHEDULE. SEE TYPICAL. ELEVATION ON SHEET ZIS FOR SPACING Liuas - �f� - •••••• • • • TYPICALANCHORS: sE6ELEV.0NPAGE2/S&AN=R CHARTS FOR SPACING & QUANTITY TTPVW - 1/4" 010. ULTBACON ftV MW (FU -177 KSI, w='s5 Kss) THRU MW INTO CONCRETE (2846 PSI MTM roe GROUT FILLED BLOCK (ASTM C90) 1-3/4' MW. EMBED INTO OONKRETE OR GROUT FILLED BLOCK. TYPE V - 1/4' DNA. ULTRACON UY'BLOO' (FU -171 KSI, PYe15S Km INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP G=0.55 MIN) 1-i/2° MIN. M?NETWITIDN INTO WOOD TYPB'C' - 1/420 DL6 SHEET MBTAL SK9 W (GRADE S MIN) (FI=126 M FY0 W KSI) INTO METAL STRUCTURES (S PINCHES PASS THE =3'60017M") HREAD MANE MI4) STS.: W THK. MIN. (fym38 KSI MINI ALUMINUM: 10 IM MIN. (6063 -TS MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATE) OR PAUQTED) TYPED' - x/18" DIA. ULTRAODN VIF %W-' OV -177 KSI, FY -155 KSS) . INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYM2 G -OM MIN) 1-1/a° MIN. -PENETRATION INTO WOOD 1omft a" D18Ym INTO CONCRETFJOMY FILLED BLOCK a -1!a" MIN. INTO WOOD STRUCNRE a 11 MIN. (MR TIM °B) INTO WOOD STRUCTURE m V17 MIN. TYPE INTO METAL STRUCTURE $a° MIDI. (FOR FL #16132.1 12-TMW-07 K *Abase* • `•b.• . • 60 s • vv�� • • •• •• •.• •• • • • ••• g 12-TMW-07 K ANCHORS AER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2(8 / FOR SPACING SEe mu -ION APPROVALS FOR MULLION TYPE ANO SIZE. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FORSPACING METAL STRUCTURES (WM OR AWM. u8" MHT. THM STEEL. Pt- 36 KSI MIN. AW►OMUM:8063-TS MIN. r -w MAX SHIM r - F AMC MAS PER ANCHOR SCHEDULE. ' SEHTYPICAI. ELEVATION ON SHEET Z/8 FDR SPACHG I L_ NAOTH OPTIONAL JAMB CONDITION q 8• - 1'-W HOM SEIX I- 1%.OR 2z SMW 010, -ti'-• CQ�� BUCK (OP�� •y� tP�D D 4 •••••• WAY • SCHHRlLES�I}PICAL • • • • ,r B.EVSP ATI `� T 2 /8 • • • • • •• •• UGS DIG HEP• • Is • STRUCTURR16 • • M MMOR 2 TYPICAL SECTION q V Q V -W Ho= SECT SCHFDULF"W SCHEDULE "B" ' 1i..S}Il�tRIiT'1.�IZ'1[ffl+i:3.CIZ'].1(ff]Z:!� D "MEN" MEN �o© � t£�7 D Eli �!� Fi•1! � l � DEz=KTmw= Di7MEM t ���DIM� OO©Et"lE I� �I� ©ETiWM MMESIME EM OEi7tf7��MEAMMEEM_0 �D�fF�(�i747iiEEli. E:iIf70Alit'ii". ( "mom".fa7i:�fi� li MEIGMIEM IN OEM E�iO0tf7Fi7 MOM OQtfi�Q� O "I© Ems■ O ifi7lft7i! � Eli dD��ii��7fi;li# D�F1rii70�© 021002 �!••L —MEM A�O SEM r,Mam � SCHEDULE "B" ' 1i..S}Il�tRIiT'1.�IZ'1[ffl+i:3.CIZ'].1(ff]Z:!� D "MEN" MEN �o© � t£�7 D Eli �!� Fi•1! � DEz=KTmw= t m"" �D�fF�(�i747iiEEli. E:iIf70Alit'ii". ( "mom".fa7i:�fi� fcli E�iO0tf7Fi7 O Ems■ O ifi7lft7i! � Eli dD��ii��7fi;li# D�F1rii70�© ®OEEE�Ei747iEi7� I���Q000 FL #16132.1 12-TMW-07 19 LIS O7AL ARM OPERVIOR PARTO I D18awnwN . 0R10609ti JUNDUALAWAOUA=tH ATTACHMENTANCH01ffi: FRAME SUJ. ATTAMO OD WITH (I) #LOX 518° PHUMPS PH, 85, UNDERCUT, SMS. ARM OPERATOR TRACK ATTACHED WITH (3) #Bx 314' PHILLIPS FH, SS, SMS SCREWS. PIVOT ARM ATTACHED WITH (3) #Bx 314• PIBLLIPS PH, S5, SMS SCREWS. ao4B 0 1.044--}--1.084 OSO 1 0 23 L SHAPE STUD BRACKET PART t DESCRIPTION OP -1071! LSHAPEBRIOBRAtKELN OP -10W LSHAPESW WACI83RH coo—I=& LSHAPE SND BRACKE EW ON LH CPS -10227 LSHAPB$=BRACKB OWCNRH . aTTAC1MBNraac3lo�: INSTALLED AS PER MANUFACTURER SPBCI<PICATIONS. MULTIPOINTLDCKM HANDLE PART # I DESCRIPITON am jL1smwnawWCqMHANCV LOCK BAR ATTACHED WITH (2) t 'j Wpm TW SCREW. j UND=0 PH MU HEAD,B-P' 21 MAGNUM HINGES 3080 SERIES. OFFSET 4 -BAR PROJECRON HINGE ATTACHMONTANCHCRS: 3) *LOX W W PHILIPS PH, SS, SMS ATTACHED TO THE TOP OF THE VENT HEAD AND (5) #10 x I6• KaU- B PH, SB, SMS SCREWS 22 #15484 SNUBBER I ATTACf04 11tl.Sm" FRAME SNUBS RECEIVER ATTACHED WITH (t) t10x $5• LONA FH, PIIBIIPS, UNDORCUT, B-POIPir SMS BCRSWS. FRAME SNU�ER ORIVERATTACHOD WITH (2 t10x LOMB PH, PHILLIPS, UI�EtCiUT, B-POLT� SMS S. FL #16132.1 0 r • .w •0 0 • • • •• J • R • ••• 10:0- •.• mml m SEMNG a AT Y4 PC { GLASS TYPES MSU esFraaT Y4• AW -1 /-Ye ANI. SBTTINO BLAH AT % POVM 0 NOTE: GLASS COMPLIES WITH ASTM B-lWO- 9 %e".S. .oma SARMOR 4(e• AIR WACR . BUFA= INTERLAYER i(d H.S. Y4' TEMP. • • SETTING M= •••••• AT Y4 POINTS • • • • • FL #16132.1 I MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER REMARKS 1 TN -388 EARER CASEMENT TUNE SWJAMB/NIDITIMICN 8083-T8 REFER TO DETAIL 19 2 3 *M-328 TM -327 CA noff WNDOB FRAME 1/V MASS STOP FOR k/14- M AFS 8083-T8 _ REFER TO DETAIL 19 4 1 TM -329 1/8" GLASS STOP FOR 1` am"TED MASS 8083 -TB . 3 32M VOPH. BULB - 0.178"/ TPE POLYPROFTLENE FOR I" IN& OUSE ULTRAFAB . 8 O -&M SASH CENTER WEATHER STRIP INSUUTED OLAS$ GLAM BEAD AMEUM . 7 12798 FRAME V"TM STRIP 7/18 AND 9/18 MM CUM MD AME88URY S 32011 VINYL RULE - 8.27051 TYPE FOUPRDPYLENE FOR 7/18` d 9/18' WARS ULUWAB 9 - (2) /8 E I SMS SCIB.WB AT KAON FRAME CORNRR SAE OR 2 MN ACRRIC SOHHEE-1010103 AO 1 - GUM BEAL!M 1 - SETTR(D BLOW r LON9 AT 1/4 Pam HIO" BENSRY RUBBER 1 OPTIONAL SLWTW APPLIED MUHINS 8083-T8 1 - RAPE) STREN9IN RO47700 STRUCTURAL SUICONE EUSTMiET04 ADNEME 80MENTNE P[RHlAMANCE MATERIALS ' 1 - . 1 - 8/19` SL EDGE OUSE EPA= STAII11"S STEEL ALL METAL 1 - 1 MUM SEAL PRO 1 - SECONDARY REAL 81UCONE 19 OP -108030 LTS DUAL ARM OTPATOR IN RADSM NDUSTOM MM TO DETAIL -10 PO 2301 LYS MULTIPODR L021=1 HANDLE RADMININ NDi(S7M Ron TO. DETAIL 20 1 318 MAILU M 0•ES4000 BLRIEB, OFFBEI 4-90 PAOMN.TION HNW ADYANTASE MANIIFACTURtM OQRP. MR TO DETAIL 21 1849-3 SNUBBER ADVANTAGE YANUFACTUfM CORP. RUP'TO OETAIL'22 FL #16132.1 I a N 0 _� --1- — 32001 Q'etd2S0 SASH nANSE SASH CENTER 122 92011 FRAME SASH FLANGE (VOTE: EXTRUSIONS NOT TO SCALE. 5 H SAN CORM M c2 PR COMM) .060 ALUMMUM SHEET �J .060 AU)M M M SHEET k FL #16132.1 6 9 E10p05E0 O(POSED • . • • SURFACES SURFACES . • 0.575 • • • O �J .060 AU)M M M SHEET k FL #16132.1 6 9 SEAM SEAL MAY HA REAPPLIED IN THE FI BEFOREINSTALLATR WINDOW, INSPEM TO ENSURE A PROPI FL #16132.1 M A ftU4R K AMI DADS N'T COLY PRODUCT COMMOL SR(.°CION W=IrP=",MVIR0NKVNTANDRBGUIATORY 11805 SW26 , Rein 20B AFgAI� 0") IAMTd, Florida 33175.2474 ROARS ATTR CODE AD ATION I)MMOV T(786)31S-2590 F(796)315.2599 NOTICE OF ACCEPT SIW Imp d VAudew4 LLC 975 S. Congress Avenue, d 102 Delluray Beasalh, >1'L 33445 SCOM. This NOA is being issued under the applicable rules and regulations governing the use ofconstruatfion materials. The documentation submitted has been reviewed and accepted by Mlami-Dade County PERA - Product Control Section to be used in Miami Dade County and other ares where allowed by the Authority Having Jur*ictk m (AHd). This NOA shall not be valid aft the expiration date stated below, The Miami Dade CowAy Product Qftol Section (In Miami Dade County) and/or the AHd (in areas other than Miami Dade County) reserve lire right to have this product or material ted for quality assu ee, purposes. N this product or material faits to performs in the accepted manner, the manufacturer will incur the expense of such ging and the AHI may immediately revoke, modify, or suapend the use of msah product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, If it is determined by. Miami -Dade County Product Cool Section that this product or material fa & to meet the rquirameats of the applicable baft code. This product is approved as described lherein, and has been designed to comply with the Florida Building DXSCRIPTION: Clipp4 Eittruded Alund numu Tube Mullion - LAU,'- APPROVAL DOCUMENT: Drawing No. M61-04, titled"Aluft inam Tube Mullions", sheets 1 tbdoaugh 7 of 7,.datec110/01/07, with revision C dated WWI 1, prepared by Al -Fare Cbrpo=do% signed and sealed by Javad Ahmad, P.E., beating the Miami -Dads County Product Control Revislon Aimp with the Notice of Aooectence number add exviraiicn date by the Miami -Dade Courty Product Control Section. and Small LABEI NG., Bach unit sliail bear a percent label with the ut nufaoturarts name or logo, city, state, - . modellseries, and following statome&. "Miami -Dade County Product Control Approved", unless othewise noted herein. . R1MEWAL offt NOA shall be considered after a renewal application has bet f1led and there has been no change.in the applicable building code negatively affe ft *e perforinme of Ids product: TE.RMMTION of this NOA will occur after the expiration date or ifthere bes been a revision or change in the matonisl% use, and/or manuf tchn of the product or pmese: Misuse of this NOA as an endorsement of any product, for sales, adverdft or any other purposes shall automatically terminate this NOA. Failure to comply with any seadon of this NOA shall he cause for termination. and removal of NOA. ADVRTnnnan The . NOA number preceded by the . words Miami -Dade County, Florida, and followed by the expiration date maybe displayed in advertising literatum. • If arty portion of the NOA is display, *ft it snail be done in its entirety. INBPEGWION: A copy of tris entire NOA shall be provided to the seer by the manufaouar or its d strlbubars and dull be available for inspection at the job site at the request of the Building WWial. This NOA revises and renews NOA 010-1004.01 and consists of #& pan I pf g4mpe &1 and &2, as. vmli as approval documaat mentioned above.• • • • • • The submitted documentation was reviewed . Manuel Pe m P • • • • • • • • ••s • ••• N0414a1 1.09' s : • : Bohadsn Dates Nsveialir&l, 2017 4Vra W $ate:• i4pirll$6, 2012 .. • • • ••• . • • . h1OTICl� r ACCENT CA 19-_. EVIDEPICE JB iTTED A. DRAWINGS 1. Maaufacba ves die dmwings and sections. 2. Dmwkg No. W07-44, titled "Ahaninum Tube Mullions'°, sheets 1 through 7 of 70 dated 10/01/07, with revision C dated 12106/11, prepared by AI -F" Cotporation, signed and naled by Javal Ahtnd, P.E. B. TESTS 1. Test repofs on: 1) Large. Kneile Impact Test per PBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up dmwhw and installation diagram of series 100 mallett single hM windows, "ated by HmI me Engineering & Testing, Inc., Tutt ROPM1No. HM -474107, daft 0312.6/1)7, signed and seaW by Rafael E. Droz ,Sala, P.E. i A*hmWdunderpr¢ kasNDA#07-101d.0b) 2. Test reports on: l) Air Infiltration Test, per FBC,. TAS 202-94 2) Uniform Static Air Pressure Tes4 Loading ger FBC TAS 202-94 3) Water Resistance Test, per FSC, TAS 202-94 4) Forced Entry Test, per SFBC 3603.2 (b) along with madmd up drawings and installation div= of series 100 moiled single hung windows, prepared by Hurricane ane Nvueering do Testing, Inc., Test Report No. EM -074108, dated 03/16/07, sigma and sealed by Rafael E. Droz-Seda, P.E. (SabnftdunderprviowN0A#97-101&fi0) 3. Test reports on: l) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressurc Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled fixed windows, prepared by Hmc aw Engineering & Tating, I=, Test ReportNo. HETI 0741155, dated 04/09/07:. sib and sealed by Read -F. Droz-Seda, P.E. (Sub~ unferpmWom iVOA#07-101.6.86) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by AI Farooq Corporation, dated. 08113/09 and revised on 0W14110, deed and scalai by. Javad Ahmad, P.E. (S#A=W under ps' s6w N10.1O-1884.81) D. QUALITY ASSURANCE L Miami Dade Deft of Permitting, Enviromuent, and Regulatory Affairs (PBRA) • • • . u P.S. lhroduci.Ca► inn' 000 • • •. N©AATO. :49 • •xpiratloU D NbbrJl, TA17 . •. • • • A%Pl'a� l •ApM 2812 • $_1 • • ••• • •• • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • s . • E. MAT 'RML CERTMCATIONS 1. Now.. F. STATEMENTS L Statement lettar of conformance, complying with FBC-2010, and of no financial interest, dated I)wmbcr 05, 2011, prepared by Al-Fwooq Corporation, signed and sealed by Javad Abmad, P.E. G. OTHER 1. Notice of Accept No.10-1004.@1, issuedto SIW impaot'V m&vis, LLC for duh. Clipped Aluminum Tube Mullion — L.M.I., approved on 11/11/10 and expiring on 11/21/12. I ....... . .. .. L;.. PMdQO COW • AggWntbatc A' E -Z .... . ...... . . . ..... . .. . . ...... . .. .. .... . . ... . . N ANU.ION SYSIEN IS RATED FDR LARGE MEME SAPAOr APRT CAN 09 USED WITH ALL AOALq-DUDE CONMY APPROVPD NOMOY AND IN�1-IMPACT REH4ISTANT P,ODUCTg. REMMQUIAR ALUMINUM TL19$ �I I IONc_ USNO MUL ION PROPa]2TiE'S ONLY J1 ••• •• I 1 . sow a • • MULLIONS CONTAINING TYPICAL GLA7INO PPQDUQM NoaiZONrAI o[tyERnCA BE WNWW ON OOM MPROM FOR FAMMIS SM AND SPACING AM Y8IAw NILiMM E ZONEINSIBUMObS PPit<)ABI.E @IiDAR00 OWE f M�li8AD WINDLOAD, WATER' USE OHARB AND GRAPHS AS POILO0.H8. .. t r D�S.TRATiDN. PORC£O ENTRY EGO. STEP 7 DE*Fff6 DlE MiDR LOM AMUM PER ASCE 7 . M� 1018► AN1910RFp PRM -Y TO 'IRRIM FOR PARTDISAR OP6ILNR ' TO IM,MR USE AGN -M OMM AMM OIA=V PR"CIS I mm ECMO JM AHtSM SWRL 4L1 A8 UH[fD $PFOW AS man 011 0T8ASS. 03 TD a= M SL BE GEMM IERL QOVMM oTImm TEE EM). ITA IL lm WE CMRNWM TO AMLIINI A8 PER PI OMW ATD)iiNfi 60RD11IOM8 OtR4lt THAN THOSE SHOWN w THEBE DEDEL9 AIIE R7T OF TIFS APPiIarIE. A 15MG CHARTS ON SHEET 3 SELECT 10S2AW7 WIiM m OFSAkI RATSLB AIpNE 1FGrt ut$t01J 1AAD S A Lao DUWm Maw a IBED w OE m or R Km WDM 0Hl.Y. w STEP 1 ATlflY& , mom 3WRR mot NOT umm Y YEET '� amu mm OF FDTS Ftl1Po&L IRDG, ODES IIS MAT IlTp O AMMR "M ON SIM 8 DSN 7 ANDLV M OFI M �Q OiAI Si2T'�, S�78)f ANCHOR TYPE TSTH STdwG TINR T!S D>�Exu LOADS w T' M07-04 11 •P. 30007YP 1 X 3 STD, MULLON 1.W0 440 Lu 1 X 4 STD. MULLION em Ts 2.000 21_ MULLION � � HEAVY �Q(4jLLION iC63-TB I \ X83 -T8 1 X 4 2x6 STD. MULLI N 6083 -Te t.2ao 4.800 I I LL 1-1/4 X 4-1/2 CUSTOM MULLION 2 X 6 HFAVY MULUON 6083-18 4.= Li —2.000— 4.QW L .125 TYP. 1MP. 21_ MULLION � � HEAVY �Q(4jLLION iC63-TB I \ X83 -T8 1 X 4 2x6 STD. MULLI N 6083 -Te t.2ao 4.800 I I LL 1-1/4 X 4-1/2 CUSTOM MULLION 2 X 6 HFAVY MULUON 6083-18 MULLION GIP (Gm-") Our. Ta M—) CUP UEWO W MM EM CUT TO FR S." 28 .128 KM Y 188E wdASmm s2i OFTOW 2.000 •PRODMpriumL7T }1, 2 aao drawtog no. ANME- a M07-04 0000.. .. . • • 0000...• • �� a• 0000• • • • • • •...• g 0000• B Q • 0000...• 00• 00 • • 0000 0000 • 0,11 • 0000•••• • 0000. • 00.00• N iV �_ O W z Q� amp. 11 MULLION GIP (Gm-") Our. Ta M—) CUP UEWO W MM EM CUT TO FR S." 28 .128 KM Y 188E wdASmm s2i OFTOW 2.000 •PRODMpriumL7T }1, 2 aao drawtog no. ANME- a M07-04 m 1111180E ��' iZ8 1 %4 lY4 4=1/8 6%6 8%4 8X6 2X8 �Do• i %a 1 $4 1X4 -t 8%4 Y6 %8 888 0�• 1 %9 124 1Y4 4-1/8 SY4 8Z4 8%8 8%8 9ip1iH 149 SP1W ern. BTD. WOOD.M. M.814A71Y aro. 113A1Y Nm911 >A�A1 eTll. SMcl!sm 1218 1 M. Mor era suvir 9me1 6PA1t am sm cumo 1 eM8'r0% aro. Jmv7 84'1a"VY a 1&•1/8' 131¢60 13060 130.0 130.0 13060 130A 300.0 13060 18-1/8' 84J 130.0 WMA 13060 13060 Ian 1.3060 1B -t/8' - _VA 8960 7&9 889 88.7 130.07ii:l Q 28•'1/4' MD 130.0 13060 130.0 13060 130.0 13DA 1300 28-1/8' 48,4 988 13060 130.0 130.0 WOA 300.0 130.0 28-//2• _ -_ - 40,8 50.0 3960 1.2 111.0 � • • • 30' 130.0 130.0 13060 13060 MA t30A MA 130.0 30' 4160 BTA 13060 M0A 12860 13060 M A MO. 30" - - 37A 80.3 038.3 8118 88,1 � � • 37' 1.m.0 130.0 490.0 13060 130.0 MO.O 130.0 13160 '37' 35.2 71,3 IIIA 13QD 104,1 13060 130.0 13060 37' MO 40A A 798 4r ���• 130.0 130.1 130.0 130A 13060 130A 13" 1300 4r - 88.8 989 1274 91.7 130.0 130A 13MO 4r - - 38.9 70.1 0 48' 130" 130.0 13160 13060 13060 M0.0 130.0 t3" 48' - "a "A 11 to 809 130A ' 13060 13060 48' I>�' - - - 3160 388 61.3 • 0 • 84' 15060 130.0 M0A 13060 130.0 130A 130.0 1301 84" - 484 78,4 9M1 7160 127.2 130.0 170.0 64' •-• •STA 8460�•}23.8 /3060 iS0.0 150.6 13060 1304 130.0 130.0 80' - 44A 8BA 89.2 048 114A 13060 13MO 8r - - - - 33,1 490 • • • BB' 1124 130.0 130.0 43060 13060 13060 MOA /3060 80' 40.0 0260 81.1 88,4 104.1 11&7 W&O Or • µ,8T • 7r 103.2 136.0 130.0 130.0 130.0 130.0 1301 130.0 7r - 39.8 879 74.4 88.0 88.4 108.8 130.0 7r _ •-• 0 - 40,99 7&1 Q • I9 -1/B' MMMG 13D.0 MOA 13060 WOO 130.0 130.0 130A 18-1/8' 8160 itOA 130A 130D 13060 1301 130.0 130.0 19-t/8" - 444 89.3 1 7.1 118.8 �.o • 20-1/2° 136.0 13'0.0 13DA 130A 13D.0 130.0 130.0 130.0 28-1/r 378 79.7 1241 ' I= INA t:OA 130.0 130.8 28-t/2" - 32.1 42.8 83.4 30' 13060 130.0 1301 MOA 13060 1304 130.0 130.0 380 70.4 1102 130.0 7028 1 13060 1304 3W' - - - 378 4/. 047.3 73.7 130.08 � 6 • 37' 1169 13060 136A 17060 13060 19060 190.0 4301c 87,1 0.3 IW.B 83.4 1 3060 I= 3r - 30.8 69A 100.0 1. BD -8/0• 101.8 130.0 13060 13060 130.0 130.0 130A 13060 -� - 80.3 .78.7 tOb7 7.68 130-0 13060 00.0 4Y - - - - - 888 8 ieSl 48' BB.9 130.0 IMAMU 1$1.0 19060 130.0 MOA 17060 998" 84' - 44.0 888 9160 SU 1144 13060 13060 46' 130" - - - - • 48.10 84.8• • 84' 79.0 127.2 131.0 130.0 13DA 730-0 130A 1304 se 39,1 812 81.4 87.1 1018 120.1 130.0 84" 40.E 9" 00' 71.1 114.8 M O 13060 WDA tYODAMC 130.0 BO' - 968 88.1 739'. 01A 01.7 1124 13MO or - _ _ - 879 • • 68" 00.7 104,1 130.0 130A 1=0 130.0 WOA 13060 88' - 380 86,1 8&9 48.7 83.4 102.3 130.0 88' - - - __ • • • •+ r 3360 148• Cn • • 7r 88.3 8860 17060 13060 19160 MOA 1309 1301 7r - - 48.8 61.1 424 70.4 93.8 13060 7Y - - - - - 50.7 18.4 19-1/e' 122.1 130.0 130A 130-0 130.0 1 1.304 MO 130A 18-1/B` 34A 74.0 IIU 13DA 199.1 13060 130.0 130A 19-1/B' - - 70.3 48.8 320 07.1 89 .0 29-1/8• %I 13DA 130.0 13DA 130.0 I MOD WDA 1300 28-1/2" - 8360 83.8 1112 7&O 13060 13" I= 20-1/2• - -9260 - 41.d 84.3 118.0 30" 77.8 130A 130.0 130D 130.0 130.0 13060 13060 .30• - 478 73.8 99.2 0&0 122A 13600 130.0 30" _ _ _ _ - 36A 804 100.3 � 37" 03.1 1184 130.0 130.0 1304 13DA 130.0 MOA 37" - 392 09.8 79A 88.0 98.8 13060 1330.0 37" 144' - - - - 4060 040 49` or 99.8 108.0 130.0 130.0 150.0 WQA 300.0 1301 4r - 3S7 EL.7 70.1 498 87,7 123.7 130.0 4r - - - - - 9904 744 WFp !8" 48.8 984 13&0 130.0 130a MOA 130.0 1304 48" - 48.1 61.4 4&1 78.8 107.7 I 300.0 48' 3gg 302 m Z{/1 84' 43.2 882 1288 13160 /2060 170.0 130.0 1301 84` - 4160 04.8 58.3 008 88.8 300.0 84' - _ _ _ _ _ 3160 8760 C�9 3" 780 718,7 130.0 108.0 130A 130.0 130.0 86' - - 388 48.1 •• • 81.4 802 130.9 _ _ _ _ _ 88" 30.4 878 108.7 1249 9&2 13060 300.0 130-0 O8• - 3360 4460 311 08.8 7&4 13060 6018303. W BE OWCRIBm Z 92' 52.4 618 8&4 11460 8060 MD.O 130.0 150.0 7r - - 30.7 401 - 81.2 71.8 13060 UWE Suiamio" SHAPE IWRIZON7AL MULLION 18-1/8' 74.8 1501 130.0 M0.0 130-0 1.30.0 13060 130.0 19-1/8" - 8160 81.3 1�8 78.9 1�.0 171060 13DA 283(r 87.8 it&4 MOA 13&0 130.0 130.0 13060 MOA 28-i/r - 378 O&7 7&I 8608 07.7 300.0 133DX 30' 47.8 /0160 130.0 130.0 73060 130.0 150.0 1304 30• - 33.1 81.B 30.0 '4&4 9860 130.0 13060 37' 3060 888 129.3 1330.0 120.7 INA 130.0 1300 37' - 480 881 302 70.0 109.1 1 Vl�tWAl. 4r 3360 788 173.9 190.0 108.4 130.0 13DA WDA 4r - 37,0 499 74.0 81.4 0&1 1 UULM 74-1/4' 48' - 63.7 9&7 181.1 83.1 19060 15060 WOA 4Ir 1o• 324 43.1 302 83.9 84.1 7 .0 04' EWA OA- 109.4 M7 �13DOWOA 43060 84° - - - 8960 - 47.9 *If814.8860 74.4 130.013060 80' - - 3998 - 43.1 60200110/ PRODUCT88"130.0 130.0 08' - - - 383 40.4 72' - 488 8860 081 880 1104 120.1 130.0 7r - - - - - - PRODUCT P�� g € ALL LOADS ARE EXT.(+)/INT.(-). MMUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS 307 +302 [ <mu WIDTH (W)R pyppp,. 7I0P19590 PRODUCr711sv1M § 3 JOAN.'' JB 2 off3 gCoti0N lhOPl001dB .�� • i% 8 drawIng no,' M07-04 sheet 3 of 7 -Pap 26-1/2' 30' 37" 42" 48'92.9 84' 00" 08" 72" MMM LOAD fAPAMff - PSIF 130.0 1304 130.0 13.0 130.0 130.0 130.0 130.0 1200. 130.0 130.0 130.0 10&1 _ 130.0 12&7 929 130.0 1120. 130.0 130A 626 130.0 100.1 130.0 74.3 1�.1 90.1 130.0 670. 1092 810. 130.0 819 100.1 78.0 130.0 18-1/8" 26-112` 30" 37' 42"8 48" 34' so' 88" 72° IMA 130.0 130.0 130.0 1300. t27A 1'.A.a 1�.0 1�A 1126 130.0 1300. t30A 01.3 130.0 110.7 130.0 808 130.0 970. 130.0 70.4 113.8 88.3 170..0 626 to1.1 7a9 130.0 883 91.0 88.3 t30A 812 82.7 62.1 124.1 48.9 78.9 88.9 113.8 19-1/9" 28-t/2' 30" 37' 42" 48" 84- t.0" 88" 72" or 130.0 130.0 130.0 130.0 102.5 130.0 1242 13DA 900. 130.0 109.7 1 130.0 73.4 116.8 89.0 1 130.0 84.7 104.5 7&4 130.0 Me 91.4 88.8 130.0 800. 81 A 61.0 121.9 48.3 73.1 44.0 109.7 41.1 88.8 40.9 9a7 61.0 4&7 91.4 19-t/8' 26-1/2' 30" 37" 42' 84" 80' �• 74-1/4° 130.0 130.0 130.0 13D.0• 106.4 130.0 r37,7 124.1 .93.1 13MO 100.6 780. 130.0 68.7 60,6 130.01. 77.6 8B8 683 427 89.0 81.7 jM4 _ 36.4 821 480. 34.9 6&4 423 84.8 - - MMM LOAD fAPAMff - PSIF R121DDe mum H1ND09 DDM ANCHOae TYPE IMIAL SPAN WM MMU 197tH A a C D 19-1/8' 28-1/2' 3D" 37' 42" 48" 84' 80' 88' M' 78" 114.7 130.0 130.0 130.0 82.8 130.0 100.3 IMA 73.1 1182 880. 130.0 1 69.3 980. 719 130.0 822 84.4 63.3 12x6 48.7 73.8 88.4 1109 40.6 090. 1 492 980. 36.8 88.1 44.3 88.8 33.2 83.7 40.3 80.6 300. 492 31L9 735 19-1/8' 29-1/2° 37" J 48" 84° 69" 72' 1080. 106A 130.0 129.1 130.0 no 1242 932 130.0 07.9 82.3 130.0 88.0890. 88.7 130.0 4&8 88.8 117.6 42.4 863 81.4 102.9 37.7 019 48.7 91.4 33.9 04.9 41.1 823 30.9 48.9 37.4 745 280. 48.7 34.3 Me 19-1/8' 26-1/4° 30" 37* 42' 48' 84" 80° 66" 72" 98„ 03.2 130.0 112.9 130.0 072 108.7 813 1305 69.4 900. 720 130.0 4&2 775 80.4 118.8 6«.: 880. 81.4 1020 37.1 BOA 48.0 900. 33.0 833 40A 80.0 28.7 . 48.0 38.0 72.0 27.0 43.6 327 683 24.8 400. 30.0 000. 19-1/8" 20-1/2- 30" 37' 44' 48' 84" GO" es^ M' 1o8" 028 133.9 100.4 130.0 89.8 90.8 M.8 130.0 828 88.3 840. 12&0 42.0 692 819 103A 37.7 610. 48.7 91.4 MA 83.3 40A 80.0 20.3 47A 38.8 71.1 28.4 42.7 329 840. 24.0 39.8 2&1 882 220. 38A 26.7 83.3 ALL LOADS ARE EXT.(+)/INT.(-). N ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 8 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS MISM roar wAwr - Per -TYPE A5,0 OR 0 R121DDe mum ANO1309E TYPE MN (IN) IMIAL SPAN A 8 I C D 19-1/6" 28-1/2' 30" 37" 42' 98' 84" 80' BB° 7Y 120' 74A 1200. 90A 1310 030. 68.9 8&2 130.0 470. 76.8 87.6 110.2 380._ 823 48.7 _.339 93.. 04.9 41.1 62.3 29.7 4&0 38.0 72A 4 427 320. 640. 3&4 28,8 J21.6 67.8 340. 2&2 024 - 320 24.0 46.0 19-1/8' 28-1/2° 30" M. 42- 48" 84" 80' 88" M" 13° 673 1080. 821 130.0 48.0 79.0 89.3 ....432 11&8 89.8 82.4 104.7 38.0 88.8 426 64.9 30.9 49.9 31.4 743 270. 43.8 32.7 600. 24.0 360. 29.1 602 2t.8 34.9 2&2 824 - .31.7 23.8 47.6 - 29.1 21.8 43.8 19-1/8° 28-1/2' 30" 37" 42' 41 84' 144' 821 100.4 70.3 130.0 440. 720. 84.3 100.7 39.8 840. 4&0 98.0 32.1 819 Me 77.8 28.3 45.7 34.3 8&8 24.8 40.0 1 30.0 ODA 220 36.8 1 28.7 1 03.3 -- - -TYPE A5,0 OR 0 • OLAM PRODUM CLAM PRODUCTQLAZM �t f 11101' PRODUCT �wl AM= ASA 0R D el wz MULLION SPAN TYPICAL M ION AR AN •EMENTS owe amelan. WIDTH (W) ® W1 + W2 z E 1u PE N ry oA 3 � �Oh 0 I altonDan 7 $ ; PtOd� drmWrtg no. M07-04 Sheet 4 of v • • • •fff• •ff• • �t f • • • el ••f• N ry 3 � ® Z� z L8 MULUM N V1 .AftOM 70 IM WSMED DOW REMANOU1AR $RAPE m 0 I altonDan 7 $ ; PtOd� drmWrtg no. M07-04 Sheet 4 of ER 1/4° D1A. tBJRA�NS 2 PCUP (1 ON EAL11 YfP%i) P 2 PER f u CLI C!A' 1/4 Wk ULTRACO M BY 'ELS' MAW= MAY DE M OR PUT WM SUBSTRATE Ed m WL EDGE OLBT. MW. MENT WCOD 1° 1 -3/8 - BLOCK 2-1/2° CONDOM 2-•1/2° ALL OPS AND ANGLES TO FR SNUG TUBE NMY I TO8.� OUI+B OR ANOLEB 06NNECTED DIRECTLY TO MASONRY TO DE PROTECTED Y T WM AU<AL.-REWANT COMM SUCH AS SMWNOUS PAW OR 0,v WATER-WHRE MEU WWiATE LACQUER. °t VRODUCT Otl� FlA. PE •� Oi7• '92 ' • .: Bvpdhtg- O� 2 �A1� vaw DO g� O u , •••• 0 L . ! 07-04 00*0• sheet s of • *0000 0 �} • • 0900 0 0 • • ••••• il� • 0*0 s • • •• •• "HIM {t, • • • • • • ••••• • • • • • _ •• • ••• • • • •s•• ON O W In �} R CM L �0�70 1/4 Wk ULTRACO M BY 'ELS' MAW= MAY DE M OR PUT WM SUBSTRATE Ed m WL EDGE OLBT. MW. MENT WCOD 1° 1 -3/8 - BLOCK 2-1/2° CONDOM 2-•1/2° ALL OPS AND ANGLES TO FR SNUG TUBE NMY TO8.� OUI+B OR ANOLEB 06NNECTED DIRECTLY TO MASONRY TO DE PROTECTED Y T WM AU<AL.-REWANT COMM SUCH AS SMWNOUS PAW OR WATER-WHRE MEU WWiATE LACQUER. °t VRODUCT Otl� FlA. PE •� Oi7• '92 ' • .: Bvpdhtg- O� 2 �A1� vaw DO g� O u , drawing no. L . ! 07-04 sheet s of I 1/4. MOL WRRCM 4 Pig CUP V CM 9M M" Z-yLrml:rl 10 -IM -IM WM) Ile Olk utiaAcom w 'mw. Fa or (I ON Fmi/o "I 1RAMM"s wAmme vA - moL ow ow.1maL smomw I •0 wow 11 v%am. PLO—W 2 --lir cam COMM E-21 ALL MM AD MIA 10 FU 8W M 7M OM OR AMU OWNWID CBMW TO VASOM TO. BE PFJAWM CA;: 412� wm AUGNJ-immww CCAONM v" AS MILWOM Pjoff OR MEMAORM L400M A-- I sov, =ir I drawbV no. M07-04 2x IV W We at 0�0 * * Jul 1• 2 m:m L-4 Ito • fi m R k Z-yLrml:rl 10 -IM -IM WM) Ile Olk utiaAcom w 'mw. ta3wmm mw m m OR Ra PAD wAmme vA - moL ow ow.1maL smomw I wow 11 PLO—W 2 --lir cam COMM E-21 ALL MM AD MIA 10 FU 8W M 7M OM OR AMU OWNWID CBMW TO VASOM TO. BE PFJAWM CA;: 412� wm AUGNJ-immww CCAONM v" AS MILWOM Pjoff OR MEMAORM L400M A-- I sov, =ir I drawbV no. M07-04 at 1 Lomax OF BCREWS OONNE0T61G ANGLES TO TUBES WHERE ANGLES ARE NOT FR SNUG INTO TUBE MULLIONS. ANCHORS TYPE V t/4'D2 PMA • " �tiv'r• x . •.t a. �'. 1/4' OIA. ULTRACONS BY '12100' IR.TRAI'= WW BE REX OR FIAT WAD SUBSTRATE Ed. - MPL EDGE 0BT, MIN. EMBEDMENT WC00 1' _ 1-3/S' BLWNt 2-1/Y 1-1/4' CONCRETE 2-11/r 1-1/2' ALL CUPS AND ANGLES TO FR' SNUD PRO I= MILUR NS. CLIPS oft ANGLEB CONNmm MRECILY TO MASONRY TO BE P$OI WMD I WRN AXAM—RESISTANT C1ATiiif�, SUCH AS STLIMIAW/S PAINT OR WATER—WHIM MEDVCRYIATE 1441301 . /14 F.H. 1/8" 7KCK L84" TO PRO ASSEMBLY THS SOFIEW ROYALLED NIN DIREM '21 PER CLIP V O.C. YIN. 1-3/4' X 2' X f/B" (FOR 26Y TUBI 3/4' X 2' X t/S" FOR f/8Y Wal T TO FR SNUG INSIDE M OUT METAL TO METAL CONNECTION r • �v NLUON • • • . e O so • Q; a tiTii�� • •••• • • • • •••• ••e•• i ULUON ••• e•• ••• 00 00 :0 :Go:*: 3p FOR CIARIS A, B w"006 IUPGM CHM D • • OAPMK • • i • f •• • ••• • • W Z W — m J pZ3 0. 1 ? r •