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RC-13-828 (2)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-202345 Scheduled Inspection Date: November 04, 2013 Inspector: Rodriguez, Jorge Owner: MERRILL, MARGUERITE Job Address: 141 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: RJ WALSH CONSTRUCTION tswiamg uepartment comments Permit Number: RC -4-13-828 Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition/Alteration 1:2MON"i!Rl , 07M Parcel Number 1132060131830 Phone: (301)401-7717 BRINGING UP TO CODE EXISTING ENCLOSED Infractio Passed Comments TERRACE AND REPLACING WINDOWS AND DOORS I INSPECTOR COMMENTS False Passed ja Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-189757. Must pass windows and doors November 01, 2013 For Inspections please call: (305)762.4949 Page 27 of 37 NOTICE OF COMMENCEMENTL f LLL L LLf ff L LLL LL fLLf f Lf L f A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. o TAX FOLIO NO. OR Bk 28730 Ps 1787x" QP9 ) RECORDED 0711112013 13231/17 HARVEY RUVINP CLERK OF COURT STATE OF FLORIDA: MIAMI-DADE COUNTYP FLORIDA COUNTY OF MIAMI-DADE: w LAST FATE THE UNDERSIGNED hereby gives notice that Improvements will be m*'d�,t6 certain real 2. Description of Improvement: c! qU J2 g -i !t La ) 0 k� a 3 Owners) name and address: /f9rr�% Interest in property: e L1_ Name and address of fee simple titleholder. 4. Contractor's name, address and_phone r)umber P` 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. T Name, address and phone number. t.� P L.- C� e0) 1 e 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of ers) or Owners)' ori ed Officer r/Partner/Manager, r Prepared By Prepared By Print Name Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The for oing instrument as acknowledged before me this ► day of_,� BY ❑ Individually, o as for ersonaliy known, or ❑ produced the following type of identrfi 'on: Signature of Notary Public: Print Name: (S ON DD 9112V VERIFICATION P U O EFLORIDAS aym�iu�.S�3 Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In it are true, to the best of my knowledge and belief. Signature(s) of Owners) or Owner(s)'s Authorized cer/Director/Partner/Manager who signed above: By By 12&01-b2 PAGE 3 3/10 41 �� Miami Shores Village V\ u ding Department 4 °N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 UILDING 1 PERMIT APPLICATION Permit Type: BUILDING A PR 72 2 �p,3 �J FBC 20 Permit No. Master Permit No. V4 3 ROOFING JOB ADDRESS: -/!!Y 1 _V ® �k 5 T City: Miami Shores County: Miami Dade Zip: Folio/Parcelk Is the Building Historically Designated: Yes (NO Flood Zone: ,A- OWNER: Name (Fee Simple City: MAA $Ari J�GDYpS state: Tenanbl,essee Name: Email: l)AA Vann e (Vj"( (( r CONTRACTOR: Company Name: l �� a Phone#: Address: City: Qualifier Name: State Certification or Registration #: C r 6 F4L 7 Certificate of Competency #: Contact Phone#:_Email Address:(T jT a�L ® ° 6 DESIGNER: Architect/Engineer: t7—/j z4 ? 1 j5j4/d j "I N Phone#: 9 Value of Work for this Permit: $Square/Linear Footage of Work: Type of Work: ❑Addition Alteration ❑New ❑Repair/Replace Description of Work: ��/.O��iQ ®[ ��i ! ➢ . �i� Color thru tele: Submittal Fee $ Permit Fee $ CCF $� CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bondq$ Notary $ Training/Education Fee $ Technology Fee $ A Double Fee $ Structural Review $ 1 TOTAL FEE NOW DUE $ ❑Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State •7,ip , •r • Zip. .I Application is hereby�Yobtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF'COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the no' hce of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r Signature �. Signatyre Owner or Agent Contractor The fore ping instrument was acknowledged before e thi 'The foregoing instrument was acknowledged before me this day of , 20/..3 , b�?kt44 day of IJ 20, by 1 Lr ij I who is orally kn to me or who has produced who is ersonally 11—oW4 to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Print: 1/7/ My Commission Expires:-/-233/j-o/6 APPROVED BY Fgp AS NOTARY PUBLIC: Sign: 7 1ht to r17: c_ Print: n! i f e u N : •"' Z dy , W My Commission ] V%r . %dye! •°e�y .. , g0 kF. ' �rY` ..,4 Plans Examiner Structural Review V " (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) No* POD% State of Florida Commission# EE 106109 My comm. expires June 23, 20' Zoning Clerk SAG#6?$7418 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD $EQ#L12082102244 LICENSE NBR 08/21/2012.1120030650 CGC06072T - - -- 44 KEN LAWSON SECRETARY FIRST-CLASS U.S. POSTAGE I PAID MIAMI, FL PERMIT NO. 231 423850-7 THIS IS NOT A BILL — DO NOT PAY FF��ppt�Q RENEWAL BUJN5gfffAL %QfRUCTION INC STATEBE�GCC1329144675268-8 11440 SW 199 ST 33157 UNIN DADE COUNTY OlVEJ WALSH CONSTRUCTION INC 'Yir9W6g2tTY BUILDING CONTRACTOR WORKE1/S THIS 'IS ONLY A LOCAL BUSINESS TAX RECEIPT. R DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE DO NOT FORWARD COUNTY OR CITIES. NOR PT THE HOLDER �FRom`EMYOThTR R J WALSH CONSTRUCTION INC T OR PERMICENSE TICS IS RICHARD J WALSH PRES NOT A CERTIFICATION of 11440 SW 199 ST THE HOLDERS OUALIFICA- TIONS. MIAMI FL 33157 PAYtLBNT RECEIVED UpaBp-DADE COUNTY TAX ""6 7/17/2012 60030000976 000075.00 1„11,,,1i,,,,r1,fJ►f►Itli�ti�I�,li,l,IlitlhtilJli,t39F SEE OTHER SIDE Report Viewer r Page 1 of 1 https://apps8.fldfs.com/crreportviewerlreportViewer.aspx?data.=kdvpginc9D7Q3gH6TER6... 6/10/2013 0612412013 13:48 Page 111 OP ID- TR '4�,: �`'n� CERTIFICATE OF LIABILITY INSURANCE °ATE 612411 W" 06!24113 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IM ORTANT: 9 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 poky, certain policies may rewire an endorsement. A statement on this certificate does not confer rights to the rtNicate holder In Rau of such endorsement(s). PRODUCER 95"16-1800 LOUNIAL11 Roebuck Associates Insurance Exchange LLC g54-616-188 5598 S University Drive,# 301 NA No L gNa Davie, FL 33328 Roebuck Associates RJWAL-1 INSURERS) AFFORDING COVERAGE MAIC PERSONAL & ADV INJURY $ 300, mum RJ Walsh Construction, Inc. INSURER A; Atlantic Casualty Ins. Co. 11440 SW 19987 Street Miami, FL 33157 INSURERS: INSURERC: INSURER D : INSURER E : f nv=vAGIIC ['CRTII`y zLTn- mi nriARFR• R=%kv nm WInmar-P• IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD ATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT NTH RESPECT TO MICH THIS FICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, USIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. kAX TYPE OF INSURANCE NUM R 05/11/14$ LIMITS NERAL LII SLnY COMMERCIAL GENERAL LIABILITY G pdNIS tv1ADE 1X OCCUR L04OW20350 05/11/13 EACH OCCURRENCE $ 300,00 gp,04 MED EW (Any one person) $ 1,00 PERSONAL & ADV INJURY $ 300, GENERAL AGGREGATE $ 600,00 GEM AGGREGATE LI IT APPLIES PER: POLICY LOC PRODUCTS - COMP/OP AGG $ 300, $ AUTOMOBILE LIABILITY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS N AUTOS COMBINED SINGLE LIMIT $ (Es accident) BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ (Per acciderd) $ UA1BrffiLLA LIAR EXCESSLIAB CLAIM EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLEWORIKINNSVO ON $ EISA AN[D EMPLOYERS' LIABILITY YIN ANY PROPRETOPJPARTNERIEXEC UTWE OFFICERIMESER EXC LUDED? (Monftoiy In Ni) Nt yes, describe order N I A TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE -POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONSI VEHICLES Wtoth ACWW 401, AdMonai Remarks Schedule, If more spat& is requires) Miami Shores Village Building Dept. 10050 NE 2nd Ave. Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE MALL BE DELIVER N ACCORDANCE VNTH THE POLICY PROVISIONS. AUTHORIZED REPIESENTATAIE - — W Tatra-auu9 ACORO CORPORATION. All rights ACORD 26 (2.009/09) The ACORD name and logo are registered marks of ACORD JCD ARCHITECT, INC ... 1385 CORAL WAY 5U # 207 MIAMI, FL 33145 Marguerite Merrill 141 N.E. 102 Street Village of Miami Shores, FL 33138 Process# WS 13-828 June 17, 2013 Building: A.A. #Z60O1 560 TEL # (305)285-4343 FAX # (305)285-4330 Answers to Comments 1. Ok, the Building was built in 1940 and we don't know if insulation was required, the A/C program doesn't run if we don't input min. insulation. The building insulation or lack of it should be "Grandfathered -in". This is not a major or "substantial" renovation, therefore exist. building is not required to comply whoday's FBC. 2. Permit application should be requested by Elect. Sub -contractor. Structural: 1. All sizes, wind pressures and NOA for window, door and Mullions WERE SPECIFIED in the plans submitted to you previously. The Mullion pressure is the same than the window pressure —since both windows are the same. For your convenience we put the Mullion Pressures next to the Mullion info on A-3. 2. Concrete grout is fine (>2'), and complies w/AISC-13 as specified on Col Det S-1. 3. Complete Struct. Specs for CMU, Cone. And Steel Struct. on new Sh. S-1. 4. Exist. Roof Lay -out incl. Gray. & Wind Loads, NOA's, Nailing Pattern , etc was shown on Sh. A-2, now shown on new S-1. 5. NOA's were submitted on 04.12.13, submitted againl Electrical: 1. New Arc -Fault & Outlet spacing per NEC 210.12 [A] [B] & 210.70 provided. JUAN DAVID -0015344 FULL ARCHITECTURAL SERVICES as RESIDENTIAL cog COMMERCIAL ca CUSTOM DE51GN ca LEED CERTIFICATION JUANCDAVIDQJCDARCHITECT.COM "Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 June 5, 2013 Permit No: RC13-828 Building Critique Review 1. The energy calculations provided are for the whole building. The energy calculations indicate that the existing walls are insulated to R-4.1, That must be verified in the field. 2. Provide permit application for electric. G_C - 140tp-r 5,JPy-_ Structural Crlttaue Review 1. On the elevation, specify the sizes, wind pressures and the NOA's of the doors/windows/mullion's/shutters (as the case may be) 2. What is the protection of the steel column when it gets embedded in the concrete? Instead you may choose to place the base plate on top of the concrete. 3. Provide -concise structural -notes to include: design toad criteria, -code-references (FBC, structural steel, concrete specs for material used, and shoring notes. 4. Provide roof layout at the enclosure. Specify the gravity & wind uplift reactions of joists, model#, NOAs, nailing schedules of hurricane straps. 5. Provide copies of the strap NOAs. Electrical Crltlaue Review 1. N. E. C. 210.12[B] arc fault, 210.52 [A] [B] required receptacles and spacing. 210.70. Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a co plete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets -and -include one set of voided sheets in the -re-submittal drawings. A-5 (N) J PORCHlJB 215 S.F. A-10 D-- (E) t 5 E A-10 .(E) CONNECT. UGC, A-6 20A C , U 6#12 NCOCON �►. DUInc N r SCOPE OF iIS ELECTRICAL DESIGN CONSIS� JD RECEPTACLES ADDED TO LIGHT FIXTU RES AN..* JE TO ENCLOSURE FROM EXIST( VG PORCH pp AIdIpS <= - �CTR#CAL PANEL "Asp. a. IIS MECHANICAL WORK CONSIST : " THE EXISTING H.U.C. UNITS r < P. ON UNION r ' D (CLOSURE AS SHOWN ON PLANS.; • PORCH H V:A.C. .;_ ... :HEDULE FOR COMPLIANCE. ALL C t.,x pONENTS OF VAC STEM ARE EXISTING TO REMAIN s ITi NO CHANGES ADDSMO. ' MONOXIDE DETE ANY i = ('BOTH AND RUOR INSUI ATEQ OR6 TO BE REPT r l; . :RIDE DEUCTORS, ANY AND Al,I, ,NSUL TED co DUc b RUMER . BE •..:� �EPI,ACEp. A-5 (N) J PORCHlJB 215 S.F. A-10 D-- (E) t 5 E A-10 .(E) CONNECT. UGC, A-6 20A C , U 6#12 NCOCON �►. DUInc N r miam'! Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 527/13 Structural Critique Sheet i b Pl -r+ii✓ L C,6VA °i►arV , % Pee=i P —rki C 3 tomes / W a -tj J Page 1 of 1 Q E'Ss V R Ag" -M 45 CASE 114Y st> WA AZ i S T44 F- P p-10-zeez%'® tj --(o -(AA a; 91 F, cI- � NSA W AA enr 1'(• gC-rS KA -1 eLAea✓ T44 6 4ovI',04 Comae -c Sc g -&u tlRAL' ajc--tom -(o it -JC -V1:>9 I 'P4r.SiGgN LOAD 'Q�9�c� J7pCG STV 1 4 614AL USL;.D SM -0440-r, Nd -CU -C' to O0� `7 SNCi:A�v�1 � � yIeAAvI / i��1nLl� Not 4, wa-t-ib fa,s-gvk5 r-ro `r siiv4he9 e AAA- -2- STOPPED REVIEW Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets In the re -submittal drawings. Mehdi Asraf Miarhi shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 July 3, 2013 Permit No: WS13-828 Building Critique Review 1. The enclosure must comply with FBC Energy 401.2. If performance calculations (FBC Energy 405) will be performed on the whole house then the whole house must comply. If calculations are performed on the enclosure only then that area must comply. If the prescriptive method will be used then the insulation must meet the minimum from table 402.1.1. 2. Provide energy calculations that comply with FBC Energy 401.2 3. Provide an electrical permit application. Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JUNE 26, 2013 Permit No: WS13-828 Structural Critique — Syed Ashraf 2 REVIEW 06/26/2013 1. STILL NOA# AND WIND PRESSURES NOT SPECIFIED ON A-2 Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re -submittal drawings. Miami Shores Village Building Department RECEIPT PERMIT#:qUJSI DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 (NAME) Contractor ❑Owner ❑ Architect Picked 42�ets f mother)ID N�i.%C Address: I `4 r f ".1 r, — I 0 '-�z c >—c From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: (Signature) PERMIT CLERK INITIAL: 0 2�� RESUBMITTED DATE: PERMIT CLERK INITIAL: MiaMi Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 June 5, 2013 Permit No: RC13-828 Buildina Critique Review 1. The energy calculations provided are for the whole building. The energy calculations indicate that the existing walls are insulated to R-4.1. That must be verified in the field. 2. Provide permit application for electric. Structural Critique Review 1. On the elevation, specify the sizes, wind pressures and the NOA's of the doors/windows/mullion's/shutters (as the case may be) 2. What is the protection of the steel column when it gets embedded in the concrete? Instead you may choose to place the base plate on top of the concrete. 3. Provide concise structural notes to include: design load criteria, code references (FBC, structural steel, concrete specs for material used, and shoring notes. 4. Provide roof layout at the enclosure. Specify the gravity & wind uplift reactions of joists, model#, NOAs, nailing schedules of hurricane straps. 5. Provide copies of the strap NOAs. Electrical Critlaue Review 1. N. E. C. 210.12[B] arc fault, 210.52 [A] [B] required receptacles and spacing. 210.70. Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Miami Shores Village Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1 �— PERMIT #: ;J 2 1 V DATE: rM( V (NAME) ❑ Contractor Owner ❑ Architect n� / Picke �.o lans an�(o �r) Address: J �� From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: (Signature) PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 May 2, 2013 Permit No: WS13-828 Building Critique 1. The plans submitted do not describe the work being performed. The Village records show this area as a screen porch. The scope of work is an addition of living space. Provide a complete set of plans that shows all the required work. Electrical, mechanical, energy calculations, heat loads, ect. 2. All existing structural elements being altered or having an additional load must comply with the Florida Building Code. Any existing components to be used in the new construction including the foundation must be field verified. REVIEW STOPPED. Norman Bruhn CBO 305-762-4859 Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Miami shores Village Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #:I �x U DATE:almo Contractor ❑ Owner ❑ Architect Picked se s of plans and er) Address: 144 m From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. 1. Acknowledged by: If (Signature) PERMIT CLERK INITIAL: RESUBMITTED DATE: D/ 14)'1 PERMIT CLERK INITIAL: JCD ARCHITECT, INC 1385 CORAL WAY 51.1 # 207 MIAMI, FL 33145 Marguerite Merrill - 141 N.E.102 Street Village of Miami Shores, FL 33138 Process# W 13-828kk A.A. #26001 560 TEL # (305)285-4343 FAX # (305)285-4330 savers to Comments T'r'Affimb. IrJ Sdv 1. Ok, NOA number and wind pressures are shown on sheet A-2 Building 1. Ok, calculations were performed on the enclosure only. See Energy Calculations attached. 2. Ok, Energy Calculations provided, see them attached. 3. Ok, Electrical permit application provided. FULL ARCHITECTURAL SERVICES ca RESIDENTIAL es COMMERCIAL co CUSTOM DESIGN ea LEED CERTIFICATION JUANCDAVIDQJCDARCH ITECT.COM Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 July 3, 2013 Permit No: WS 13-828 Buildina Critique Review 1. The enclosure must comply with FBC Energy 401.2. If performance calculations (FBC Energy 405) will be performed on the whole house then the whole house must comply. If calculations are performed on the enclosure only then that area must comply. If the prescriptive method will be used then the insulation must meet the minimum from table 402.1.1: 2. Provide energy calculations that comply with FBC Energy 401.2 3. Provide an electrical permit application. Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JUNE 26, 2013 Permit No: WS13-828 Structural Critlaue — Syed Ashraf 2 REVIEW 06/26/2013 1. STILL NOA# AND WIND PRESSURES NOT SPECIFIED ON A-2 Pian review is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Merril Residenoal Builder Name: Street: 141 NE 102 ST Permit Office: Miami Shore City, State, Zlp: Miami, FL, 33138- Permit Number. Owner. Ms. Marguerite Merril Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing Existing (Projecte 9. Wall Types (228.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=6.0 228.00 ft' b. N/A R= f12 3. Number of units, if multiple family 1 c. N/A R= tta 4. Number of Bedrooms 1 d. N/A R= fts 5. Is this a worst case? No 10. Ceiling Types (215.0 sgft.) Insulation Area a. Cathedral/Single Assembly (Unvented) R=30.0 215.00 ft' 6. Conditioned floor area above grade (ft) 215 b. N/A R= ft2 Conditioned floor area below grade (ftp 0 c. N/A R= ft2 11 R 7. Windows(147.5 sgft.) Description Area Sup: Attic, Ret: Attic,j AH: RoomslnBlock1 6 50 a. Su a. U -Factor. Sgl, U=0.65 147.50 ft' SHGC: SHGC=0.30 b. U -Factor. N/A if 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 42.0 SEER:16.00 c. U -Factor N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor. N/A ft' a. Electric Strip Heat 23.8 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (215.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 215.00 ft2 b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/FloorArea: 0.686 Total Proposed Modified Loads: 13.68 PASS Total Standard Reference Loads: 18.15 1 hereby certify that the plans and specifications covered by Review of the plans and O& 111E Sr916` this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance y��„ ' a = = ,.•`` �+� with the Florida Energy Code. i r��e,'•- •�,''� O PREPARED BY:. Before construction is completed r DATE: fill this building will be inspected for compliance with Section 553.908 „ I hereby certify that this building, as designed, is in compliance Florida Statutes. Cob with the Florida Energy Code. WB"f4� OWNER/A95tTj, , � tri, BUILDING OFFICIAL: DATE: JJ LLtuli - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifiies as certified factory -sealed In accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 7/10/2013 5:18 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 7/10/2013 5:18 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Building Type: Owner. # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/E)asting: Comment Merril Residencel FLProp2010 Ms. Marguerite Merril 1 Miami Shore 232600 Single-family Existing (Projected) Bedrooms: 1 Conditioned Area: 215 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # BlocIdSubDivision: PlatBook: Street: County: City, State, Zip: Street Address 141 NE 102 ST Dade Miami , FL, 33138- CLIMATE ! V Design Location IECC Design Temp TMY Site Zone 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 56 LOW BLOCKS Number Name Area Volume 1 Blockl 215 1720 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockl 215 1720 Yes 1 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBloc kl 72.5 ft 0 215 ft' 1 0 0 ROOF # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Flat Composition shingles 216 fr 10 fta Medium 0.96 No 0.25 No 2 4.8 ATTIC V # Type Ventilation Vent Ratio (1 In) Area RBS IRCC 1 No attic Unvented 0 215 ft' N N CEILING # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Cathedral/Single Assembly (UnveRednsinBlockl 30 215 ftz 0.11 Wood 7/10/2013 5:18 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 7/10/2013 5:18 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 WALLS AdjacentSpate # Omit Tio W.81! Two Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Concrete Block - Int InsitoomslnSloc 6 26 6 8 0 212 f12 0.05 0 0.05 2 E Exterior Concrete Block - Int InsdRoomslnBioc 6 2 0 8 0 16 ft' 0.05 0 0.05 0 0 WINDOWS Orientation shown is the entered, Proposed orientation. Wall V # Omt ID Frame Panes Overhang NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>N 1 Metal Single (Clear) 2 N=>N 1 Metal Single (Clear) 3 E=>E 2 Metal Single (Clear) Yes 0.65 0.3 N 115.6250 1 ft 0 in 0 ft 6 in HERS 2006 Yes 0.65 0.3 N 22.5 f12 1 ft 0 in 0 ft 6 in HERS 2006 Yes 0.65 0.3 N 9.375 fe 1 ft 0 in 0 ft 6 in HERS 2006 None None None INFILTRATION # Scope Method SIA CFM 50 ELA EgLA ACH ACH 50 1 BySpac es Proposed SLA 0.000360 203.02 11.145 20.960 0.2484 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Duds 1 Electric Strip Heat None COP:1 23.8 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Duds 1 Central Unit Split SEER: 16 42 kBtu/hr 1260 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None RoomslnBlock10.9 50 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / — Supply — �/ # Lotion R-Value Area — Return — Air Percent HVAC # Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heat Cool 1 Attic 6 50 ft' Attic 0 fe DSE=0.88 RoomsinBI 0.0 cfm 0.00% 0.00 0.60 1 1 7/10/2013 5:18 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 7/1012013 5:18 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 TEMPERATURES Programabl(e Thermostat: Y Ceiling Fans: HeatingX Jan Feb pQ(CJ] Lxl Mar Xf [Xj�y ((XX]] (X] Jun Jul [[XX]] [Xj Aug [[XX�� [X] gip( nn Oct Nov X Nov DO Dec Dec Venting [[�X]] Jan [[�Xll Feb L[�Xll Mar [[fix]] [xl [[�xll Jun Jul [[XX]] Aug [[�Xll Sep [X] [[�Xll [xJDec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) 80 80 78 78 78 78 78 78 78 8 78 78 PM Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/1012013 5:18 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 141 NE 102 ST PERMIT #: Miami, FL, 33138 - MANDATORY REQUIREMENTS SUMMARY - See Individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402A To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawispaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of =1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or t f other means proven to reduce heat loss except if 70% of heat from �J site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency --78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/kneewalls 405.2.1 R-19 space permitting. 7/10/2013 5:18 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 75 The lower the EnergyPerformance Index, the more efficient the home. 141 NE 102 ST, Miami, FL, 33138- 1. 313&1. New construction or existing Existing (Projects 9. Wall Types Insulation 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=6.0 b. WA R= 3. Number of units, if multiple family 1 c. WA R= 4. Number of Bedrooms 1 d. WA R-- 5. = 5. Is this a worst case? No 6. Conditioned floor area (ft) 215 7. Windows" Description a. U -Factor. Sgi, U=0.65 SHGC: SHGC--0.30 b. U -Factor. WA SHGC: c. U -Factor. WA SHGC: d. U -Factor: WA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types Insulation a. Slab -0n -Grade Edge Insulation R=0.0 b. WA R-- c. =c. WA R= 10. Ceiling Types Insulation a. Cathedral/Single Assembly (Unvented)R=30.0 b. WA R= Area c. WA R= 147.50 fta 11. Duds a. Sup: Attic, Ret: Attic, AH: RoomslnBlock1 fta fta fta 1.000 it 0.300 Area 215.00 fta fta fta 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: // Date: JUL 112013 1 Address of New Home: / A+f, � � eW r Cdy/FL Zip: Ml 15 jq05 �0 I 3d Area 228.00 fta fta fta fix Area 215.00 fta fta fta R fta 6 50 kBtu/hr Efficiency 42.0 SEER 16.00 kBtu/hr Efficiency 23.8 COPA.00 Cap: 50 gallons EF: 0.9 Pstat �ZKE S7A *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. `Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software JCD ARCHITECT, INC A.A. #26001 560 1385 CORAL. WAY 5U # 207 TEL # (305)285-4343 MIAMI. FL 33145 FAX # (305)285-4330 STRUCTURAL CALCULATIONS: PROJECT: MARGUERITE MERRILL 141 N.E. 102 STREET VILLAGE OF MIAMI SHORES FLORIDA 33138 Content...............................................................................page # 1: Lateral load on footing..........................................................1 2: Presumptive load-bearing values.............................................2 a U. - Juan David # 15344 Date: MAY 2 3 2093 FULL ARCHITECTURAL SERVICES cs RESIDENTIAL cz COMMERCIAL cs CUSTOM DE51GN co LEED CERTIFICATION J UANCDAVI D@JCDARCH ITECT.COM v i Project: M A-a&A c-r:r- Designer: PA IV G • Date: 97--11-2'a 17a S t � ems•-+-�y,� - -� .� �� .. 1 .. t s •' � i+• r � T nsf 1 1 .15 �� .� -. � .. 0....!i/►. , �_ { i '• F 1 i _.. rJE ' <._.. _a-- ..._ _... _ .. -.. .. .......- t_... ._ .. ... _ .- ---tom• i_....._.a.. F 1� TABLE 1=62 nam utas m tnan-MAD to WAI IMM CLA"OP"TM" Y I FtM�IDmm UITm&r PREt3um l ttatnrat LATEAlN Q JARES�fANCE otbdodeta' t 1. C MOM I'm 0.70 a,= 4W OM 3. sandy antitgtaval (cIW ena .. 0.35cm — 4. Seal, silty sand, eiaycy and, WW gravel and dayty grsvra (SW, SP. 2,040 150 0.25 Cky. sandy day. sMy clay, &M sikrsilt.mWsm*-dit(C:L:MLhbH 1,304......... ...:........:• 100. _ .._... ..... - Imo_. ... ftSk Ipomd,petopmfoot*- AGM k1b.Ipound pwspmAwpwfw.=0.L4 Wmm. a CoefikMA tobte ffialtWW by Re=do ad. b. Cobh vat m 6e mtt(tipifed b9 dxorct elm, � tisr�d 6y S1aq}ea 181f63.2 2110 FLOMA Q CM— 6i1Ai, Na JCD ARCHITECT, INC 1385 CORAL WAY 5U # 207 MIAMI, FL 33145 A.A. x'26001 560 TEL # (305)285-4343 FAX # (305)285-4330 STRUCT PW CALCULATIONS: PROJECT: MARGUERITE MERRILL 141 N.E. 102 STREET VILLAGE OF MIAMI SHORES FLORIDA 33138 Content...............................................................................page # 1.- 2.- 3.- 8x12 Conc. Beam & Footing Design......................................1 Conc. Beam Reactions.....................................................2, & 3 Cone. Beam up-lift..........................................................4, & 5 FULL ARCHITECTURAL 5ERVICE5 as RE51DENTIAL ca COMMERCIAL ce CUSTOM DESIGN as LEED CERTIFICATION JUANCDAVID®JCDARCHI iECT.COM I M Project Designer. Wr,4 . Date: '3Y`�y,� : �-t": t•' -;.., y�i_.'.# ... ,..... _ i . ,,,.may.. , . ..r....,..� ,d� �� - ! ..y. ..,..,. t p a_. � ..� l•,•'-.• ..« ¢ ._ ; t .. ��...�S..d.• ._ate +t� . � � ...,: t S I .. $._.....i..:. • s a' 3 .. _ yy ¢ 4 '. „�• .,. . i. 4 ; _ .le_, �. ... a t ..: u..y,......3 _ ///;�� ,rq• I��IM%��LE�� ' Y. '. y�'. i � a a _ . _.1, .. _�._. � ! —t ..._.�......_.:. , iµ s } iv r _ 41 ..j..•r. _�.�,.� _, a _-.•� � � f i jr � .. «.r«•.est!:.., .�.... �..d... � k%. � �i....•.-�.+..•-�. � � ,��• .$,.. .. .,•... ;:... •..� ..�..«.. j�+/(��, • �� ,.. (./ff .. 5.7��yJ y /f� «rI22 •j t .��'�_ a 1l r�.:�� /' arc � ��:�_�� --•; ��.� i a { < i I T . t Title: Job # Dsgnr. Bate. 1:57PM, 12 APR 13 DescriPtlon : Scope: u udv- �5 v�sao, oe�-2na� Mulfi4! 11 Pap 1 Concrete Beam ta��-�En�eca�c s•e Pa rrom.�w:cn Description Concrete beam DL+LL General Information BUDOP 9.0n Code Ref: ACI 31842,1997. UBC, 20031BC, 2003 NEPA 5000 Fy 60,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor 1.20 Pc 3,000.0 psi Stirrup Fy 40,000.0 psi ACI Live Load Factor 1.60 Concrete Member Information . aff Dep 2.50in Description 2.50in SAN 1 SPAN 2 SPAN 3 SPAN 4 Span ft 6.58 6.67 6.67 6.67 Beam Width in 8.00 8.00 8.00 8.00 Beam Depth in 12.00 12.00 12.00 12.00 End Fbdty Using Live Load This Span ?? Pin -Pin Pin -Pin PWPin Phi -ft Rehfordng Center Arm 0.621n2, 0.62in2 0.621n2 0.621n2 Shear Stirrups Stirrup Rebar Area BUDOP 9.0n 9.5Wh 9.50in ' 9.50in Left Ame 0.62In2 0.621n2 0.621n2 0.62in2 . aff Dep 2.50in 2.50tn 2.50in 2.501n Right Am 0.621n2 0.62in2 0.62in2 0.621n2 Spacing @ .6*L In 2.50in 2:50h 2.501n 2.50tn Loads in Not Req'd - Not Req'd Not Req'd Not Raga Using Live Load This Span ?? No Yes Yes Yes Dead Load kilt ' 0.322 0.322 0.322 0.322 Live Load k/ft 0.200 0.200 0.200 0.200 Results Beam OK Beam OK Beam OK Beam OK Wnax @ C* k -ft 1.07 1.48 1.03 2.45 Q X = 2.37 3.29 3.16 4.05 Mn `Phi k 23.98 23.96 23.96 23.96 Max ® Left End k ft 0.00 2.39 -2.51 -3.30 Mn'* Phi k ft 23.96 23.96 23.96 23.98 Max @ Right End k -ft 2.39 2.51 -3.30 0.00 Mn * Phi k -ft 23.96 23.96 23.96 23.96 Bending OK Bending OK Bending OK Bending OK Shear @ Left k 0.91 2.34 2.24 2.85 Shear @ Right k 1.63 2.37 2.48 1.86 Reactions & Deflections DL @ Left k 0.83 2.43 2.00 2.45 LL a Left k -0.05 0.66 1.38 1.49 Total 0 Left It 6.78 3.09 3.38 3.94 DL @ Right k 2.43 2.00 2.45 0.84 LL Q Right k 0.66 1.38 1.49 0.53 Total @ Right k 3.09 3.38 3.94 1.37 MwL Deflection In -0.001 -0.002 -0.001 -0.003 @x= ft 2.72 3.33 3.11 3.74 Inertia: Effective in4 1,152.00 1,152.00 1,152.00 1,152.00 Shear Stirrups Stirrup Rebar Area h2 . 0,220 0.220 0220 0.110 Spada @ Left In Not Req'd -Not Req'd Not Req'd Not Req'd Spacing Q .2*L In Not Req'd Not Req'd Not Req'd Not Raga Spacing @ .4*L In Not koq'd Not Req'd Not Req'd Not Req'd Spacing @ .6*L In Not Req'd Not Req'd Not Rsq'd Not Req'd Spacing @ .8*L in Not Req'd - Not Req'd Not Req'd Not Raga Spada @ Right Inj Not Req'd Not Req'd Not Req'd Not Req'd M r . � Title: Job S Osgnr. Onto: 1:57PM, 12 APR 13 Description. Scope: aW)I4 na � v�5.e.o,t-uec-2oa� Mulfi-Si 811 Concrete Bea SW=Mi Page 2 tcy19B3-moi EN.c nB soRm�me p stare+iiteew:c4adware OmripHon . Concrete beam DL+LL vaiu" aeon ft 0.00 0.00 0.00 0.00 Moment k ft 0.0 2.4 2.5 -3.3 Shear k 0.9 2.3 2.2 2.9 Deflection in 0.0000 0.0000 0.0000 0.0000 Me: Job # Dsgnr• Date: 1:58PM, 12 APR 13 Description: Scopo: Mulfi4pan Concrete Beam page 1 Descrlpflon Loads using Live r•oaa i nns span zr Yes Yes Yes General information Dead Load kit -1.57 ' Code Ref: ACI 31W 1997 USC, MW IBC, 2M NFPA 5000. Fy 60,000.0 psi Spans Considered Continuous Over Supports ACI Deed Lel Factor 1.20 fc 3,000.0 psi Stirrup Fy 40,000.0 psi ACi Live Load Factor 1.00 Concrete Member Information Dead Load k/ft -4.67 Description SPAN t SPAN 2 SPAN 3 SPM 4 Span ft 6.58 6.67 6.67 6.67 Beam Wkb in 8.00 8.00 8.00 8.00 Bram Depth in 12.00 12.00 12.00 12.00 End Fbdty . Pin -Pin Pin -Pin Pin -Pin Pin -Pin Reinforcing Canter Ame 0.621n2 0.621n2 0.62fn2 0.621n2 BwDepth 9.501n 9.50in 9.50in 9.50ln Left Am 0.621n2 0.621n2 0.62in2 0.62in2 OWDOPM 2.50in 2.50in 2.50in 2.501n RightAfaM0.62M2 k -ft 0.821n2 0.62in2 0.62bn2 3.77 2.50in 2.50in 2.50in 2.50in Loads using Live r•oaa i nns span zr Yes Yes Yes Yes Dead Load kit -1.57 ' 4.67 -3.59 -5.53 Live Load kift -0.611 -0.611 -0.611 -0.611 Dead Load k/ft -4.67 -3.59 -5.53 -2.90 Live Load Wilt -4.87 -3.59 -5.53 -0.519 Stant ft 0.000 0.000 0.000 2.800 End ft 0.000 0.000 0.000 6.670 Results IrA Beam OK Beam OK Beam OK Beam OK Mmax C Cntr k- -2.01 -1.10 -0.73 -3.71 @x= ft 2.54 3.65 2.85 4.09 Mn *Phi k 23.96 23.96 23.96 23.96 Max @ Left End k -ft 0.00 2.92 1.72 3.77 Mn * Phi k ft 23.96 23A6 23.96 23.96 Max @ Right End kai 292 1.72 3.77 0.00 Mn * Phi k -ft 23.96 23.96 2326 23.96 Sending OK Bending OK Bending OK Sending OK Shear 0 Left k 1.57 2.22 1.73 3.19 Shear @ Right k 2.45 1.86 2.35 2.90 Reacdons & Deflections LLQ Left k -1.57 -4.67 -3.59 -5.53 Total @ Left k -1.57 ' 4.67 -3.59 -5.53 DL @ Right k MOO 0.00 0.00 0.00 LL @ Right k -4.67 -3.59 -5.53 -2.90 Total 0 Right k -4.87 -3.59 -5.53 -2.90 Max. Defkodion in 0.003 0.001 -0.001 0.007 @X= ft 2.80 3.65 5.65 3.74 Inertia.: Effective IrA 1,152.00 1,152.00 1,152.00 1,152.00 M Me: Job # Dsgnr. Dain: 1:5813M, 12 APR 13 Description: scope: 50000 use KtlV-08 EN16 Ver5.8.0,,-ueo-2oa� Mulfl-S„an Concrefie Beam P� 2 (cit EN�CAI.0 Engbreerhm So$vrare P alae trmdedr:4:aleutat�re Description Concrete beam Shear Stirrups S*njp Rebar Area int 0.110' 0.220 0.220 0.220 Spacing Q Left in Not Req'd Not Req'd Not Req'd Not Req'd Spacing @,2'L in Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ .4•L In Not Req'd Not Req'd Not Req'd Not Req'd Spacing a .861-. in Not Raga Not Raga Not Req'd Not Req'd Spacing a .8'L in Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ Right in Not Req'd Not Req'd Not Req'd Not Req'd Qu® Values Dation ft 0.00 0.00 0.00 0.00 moment k -ft 0.0 2.9 1.7 3.8 Shear k -1.6 2.2 -1.7 -3.2 Deflection in 0.0000 0.00OO • 0.0000 0.0000 ALUM. 0QT�Lia tint`7 Doc v- MIAM""19 COUNTY. FLORIDA PRODUCT CONTROL SECTION D1WART Wff OF 1%RMTrMG, E NMONNBW, Y 11 5 SW 26 Street, Room 208 AWAIRS (PERA) Mod, Flora 33175-2474 BOARD AND CODS ANiNMUMSATION DIVISION T (786) 315-2590 F (986) 315--2599 NOTICE OF ACCEPTANCE OA onnv It C. Aduni aani Industries, Ina. =5 NW 78e Ave U lu Mtamk FIG 33122 APR 102 IL013 PE: This NOA is being issued under the applicable rules and reguladons governing use of coon materials. The cl mmentation submitted has been reviewed and aid 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 (MU). This NOA shall not be valid after the exp ution date stated below. The Miami -Dade County Product Control Section On Miami -made County) and/or the AW (in atmos other *am Miami -Dade Cowmy) 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 maturer, the manu£tature r will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their Jurisdiction. PMA reserves the right to revoke this if it is determined by Miami Dade County Product Control Section that flus product or material fads to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: . _: APPROVAL DOCUdV!>l W— Drawing No. W" -N, titled "Series PM45 Alum. Entrance Icor (L.M.I.r, sheets 1 through 10 of 10, dated 05/09104, prepared by AL-Famoq Corporation, with luted revised -r dated 03121/12, signed and sealed by Javad Ahmad, P. E., ming the Miami Made County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miam Dade County Product Control Section. MNMX IWACT RATING: gd Rnf�jp � LABELING: Each unit shall box a permanent label with the mans nqrna or logo, city, state, series and following statement "Miami -Dade County Product Control Approved" unk m otherwise nood herein. RENEWAL of this NOA shall be considered d Wr a renewal application has been foiled and there has bens no change in the applicable building code negatively affecting the performance of this producL Tll<RNIRITATION of this NOA will occur after the wMiration date or V there has been a revision or change in the materials, use, and/ or manufe of the product or process. Misuse of this NOA as an endorsentent Of any product; for =16% advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA sleil be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -lam County, Florida, and followed by the expiration date may be displayed in advertising literature. If my portion of the NOA is displayed, then it shall be done in its entity. INSPECTION: A copy of this entire NOA shall be provided to the user by the manu&cturer or its distributors and shall be available for inspection at the job site at the request of tle Building official. This NOA revises NOA No. 09-0630.07 and consists of this page 1, evidence pages 13--1 and E-2, as well as approval document mentioned above. The submitted docaunentation was reviewed by 3'aime D. Gascon, P. Ili. 41 Maw t,:io (o tt� Pagel A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submided oder prevbw NOA -s N& Is "-#M03 and 014613.07) 2. Drawing No. W04-37, titled "Series RD45 Alum. Fa tmee Door (L.Ml.)", sheets 1 through 10 of 10, dated 05/09/04, prepared by AL Farooq Corporation, with latest revisal "E" dated 03/21/12, signed and sealed by Javed Ahmad, P. E. B: TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 20394 6) Famed. Entry Test, Side-Ifted Door Systems, per FBC 2411.3.2.1, TAS 202-94 and per A,AM+1A 130442 along with marked up drawings and installation diagram of aluminum outswing door, prepared by -Fenestration Testing Laboratory, Inc., Test Reports No.'s: 1. FTL -3390, dated 02/18/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted underprevli w NOA N& 4-W3.n 2. -FTI.-4154, FTL-4155 and FTIAl", dal 03/24/04, 03/30/04 and" 03/31/04, all signed and sealed by Edmundo Largaespada, P. E. (Submttted widerpreWom NOA Na "-0"&03) - C. CALCULATIONS Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by AL-Farooq Corporation, dated 03/27/12, signed and sealed by Javad Ahmad, P. E. L Glazing complim with ASTM E1300-04 D. QUALITY ASSURANCE L /Miami -ode Department of Permitting, Environment ad Regulatory Affairs (PERA). E. MATERIAL CERTIMCATIONS 1. Notice of Act No. 11-U624.01 issued to E.1. DuPont DeNemours A Co., Inc. for •their "DuPont Butael" PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016. Jaime D. Gaon, PP L Product Control Skdm Supen4sor NOA No. 12-0410.18 Expiration Dates August 19, 2014 Approval Date: June 14, 2012 MM F. STATEMEIM I. Statement letter of no financial interest, conformance and compliance with the M-2010, dated 03106112, signed and sealed by Javad Ahmad, P. E. 2.. Laboratory compliance letters prepared by Fenestration Testing Laboratory, Inc., for Test Roports No.'s: I. FTi,-5390, dated 02/18/08, signed and sealed by. Carlos S. Rionda, P. E. (Submitted under previous NOA Na 08-0613.0; 11. FT"154,FM-4155 and FTL4166, dated 03/24/04, 03/30/04 and 03/31/04, all signed and seeded by Edmundo Le'B Pada, P. E. (SubmFfed under previous NOA No. 044M 03) 3. Proposals issued by Product Control: L No. 07--2426, dated 05/08/07, signed by Ishaq Chanda, P. R (Submitted render previous NOA No. 08--9613.07) II. Dated 07/18/06, signed by Jaime D. -Gascon, P. E. (Submitted underpreWous NOA No. 08-"13.07) III. Dated 12/03/03, signed by -Jaime D. Gascon, P. E. (SubinfiW anderpreviousNOAN& 04-0608.03) G. OTHERS 1. Notice of Ace No. 094630.07, issued to RC. Aluminum Industries, Inc., for their Series "RD45 Outswing Aluminum Entrance Door w/ wo transom & sidehiim -.1-M.I.", approved on 08/05/09 and expiring on 08/19/14. Jm me D. Gascon, P.IL , Product COMM Sectim Super wr NOA No.12-04]0.18 Expimdon Date: Augast 19, 2014 Approval Dam Jona 14, 2012 E-2 3ERIIIB RD4B ALUMINUM OUTMMr, ENTRANCE DOOR SINGLE OX AND DOTE ()OI} LEAF DWAS W/0 rR H SEE ABOVE. SINGLE 0/II) Atm DOUBLE (0/xxy LEAF DOORS WTM TRANSOMS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE BMW & LOWER VAUR9 FROM SIDELITE CAPACITY OkART OR DOOR CAPACITY WILL. APPLY TO ENTIRE SYSTEM. Wm/S" #aim <<y INI ry��ruur�INTO Un THE PRODUCT HAS BEEN DESIGNED AND TWO TO COMPLY WRH THE REQ1.11REMUM OF W FLORIDA INJtDWJYO ZONE (IIYFRF. BUILDING CODE DiCWOINO I= VELWITY 19Y OR 20Y ll 8UCH8 BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE liTWICYUM SHALL BE AS LISTED. SPAM AS SHOWN ON DETAILS. AIR;fM EMBEDIAENT TD BASE MATERIAL DWI K BEYOND WALL DING OR STUCCO. AMI AING OR LOADING CONDITION HOT SHOWN IN THESE DETAILS ARE NOT PARI' OF THS APPROVAL A LOAD DURATION INE WISE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. AN7JDZWt$ INCLUDING BUT HOT LINKED TO STEEtJ6�TAL SCRF% SHAT COME INTO COM'ACT WITH OTHER DISstM MMA SHALL MEET THE REQWR£MEINTS OF THE RORIDA SLOG. CODE SEcrM 2OU8.4. (X) THESE ODORS ARE RATED FOR LARK & SMALL MME IMPACT. I - SNUMERS ARE NOT REQUITED. 3HgWhtg f10. Z 7 2x12 W04-37 ' BINO E DEMON OR DOUDLE LOAD CAPAMTIF RNMANCB - p8P D0= MR TUMMS imm-91 new OIm-i2 DICE® om A puzm MASS TYPE OLA88 TYPE 'A' 'B' Exr.(+)/wi-1E%7. t - 93-3/0 24 30 37-0/0 8 81-8/8 00.0 80.0 80.0 BOA 80.0 00o 09-3/8 30 00.0 00.0 80A $(L0 amo 9" 70-3/8 24 30 V-5/8 90.0 BOA 80A 00.0 ou 80,0 83-3/8 24 30 37-3/8 83-3/8 au SILO 80.0 BOA 80.0 30.0 89.0 89 A a" BOA 89-3/8 24 30 37-3 BOA 80.0 BOA WA 78-3/8 24 30 s7-3 BOA 00A eoA w80.0 E o 83-3/8 69-3/8 24 30 37-8/8 43-" 30 37— 91-3/8 BOA 00A 00.0 am BOA 00A 80.0 80.0 me BOA 80.0 BOA 73-3/8 24 30 37- 80.0 m0 80.0 80.0 80 D 43-3/8 24 30 37-8/8 43- 80A BOA BOA Boo 80.0 00.0 594 69-3/0 78-3/8 24 JO 37-8 24 30 07-5/8 =a n0 e0A 00A 80 0 80.0 80A am 80.0 SM 0 SUN I (O/X) 9n (MM DOOR FMM 1=0 . z 4 7-6/8' MRS (3) o>� 5 VZ atep !� r. (O/XX) drosrM9 na W04-37 a oe \\ / / SUN I (O/X) 9n (MM DOOR FMM 1=0 . z 4 7-6/8' MRS (3) o>� 5 VZ atep !� r. (O/XX) drosrM9 na W04-37 DU1GN LORD CAPACITY - P8F 1HM/SILLANCHORS AT =Z V= 8108LCfL8 AT 2-1/2. OA. W/CM C. (4) R R T > 81O[L1IE W1DTH YAII. WW N IN%. 78 3/8- NAX. W m s E AT LEFF AT WroHi > CHART AT LW 2 1/4' MAX. 2 1/4- MAX. 2 1/2- 21/2' 21/2- 2 f/2- I I ti 11 1t �� L ii it i i \ if 1 111 , ,1KI jQ SUWAM APPM K # K B $ PMA � ID $ 0.4 OPO. D.L. 28 11/19' 26 11/18° O.L. OF DLow 72- flow y e (o) (oxxo) NOTE: FOR DOORS CAPACITY SEE SHEET 1 (MAX. DOOR FRAME WIDTH - 75-3/8' s m u e MAX. DOOR FRAME HEIGHT - 97-5/8 FOR SIDELITE CAPACITIES SEE C . LOWER VALUES FROM DOORS OR SIDELITE 4&a CHART WILL APPLY TO ENTIRE SYSTEM. aft tN04-37 "n12 or 3 SWEUTE 91D119 fRAYH 18n81t DIEMrE9 'A'� B W)9FQR 6IA5� TM9s w0wt--) 39-1N 43-f/a 8DA 80.0 39-1/4 3"/S e9-9/° 80A 6 "41-1/4 80A 38-tf4 39-9/8 91-8/8 80A 80A 38-4/4 97 8 80.0 II n /N � t! II _ 11 11 1 11 IOCK OPTIONS 821M DOORS: 1+P7DN al: 3 POW LOCK SYSTEM BY 'AME9811RY' WITH SURFACE MOUNT HANDLE AT 38" FROM BOTTOM AND DEAD SOLT =W AT 32' FROM BOTTOM KEY OPERATED ON EXTENN AAS) THUMB TM ON NTEF4m OWMN dft 3 POW TM2( SYSTEM BY IWPPE' WITH SDFACE MOUNT MM AT 3r MOM BOTTOM AAUP DEAD BOLT LOCKSET AT 32-1/2' FROM BOTTOM tsWEN= OPERATED ON EXWW AND THUMB TM ON z WOOD STICKS AND METAL sraucTUREs NOT BY RO ALUApPAIAA. dIIST SUSTAIN LOADS WOW BY OLAM SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURIL TYPICAL ANCHORS: SEE ELEY. FOR SPACING /4' DIA_ mal I -CAN R 0IM163 KSL Fy.187 go INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 4 1-1/2- :IPI. WOOD PENETRATION THRU IBY WOOD BUCKS INTO MASONRY OR CONC. i� a 1-1/4' MIN. EMBED INTO MASONRY OR CONC. 96 p DIREMY INTO MASONRY OR CONCRETE 1-1/2- MIN. DOW PITO CONCRETE z ,]/4° MA. TENS OR SELF DRI IAIA (mm a CRS) PITO METAL STRUCTURES If)Pl i�3i STEEL : 1/8' THK. MIN. (Fy . SAI KSI MIN.) ALUMINUM : 1/8' TW. AIN. (8083-T8 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PITO CONCRETE AND MANY - 2-1/2• MIN. i#$ PITO WOOD STRUCTURE .1' AIN. g INTO METAL STRUCTURE . 3/4' MIN. 8 B CONCRETE AT HEAD. SRL. OR JAIMMS ro - 3000 PSI MPI. ¢ p C -SO HMM/FULLED BLOCK AT 0AW ren - 1800 PSI AIN. 192 ¢$J ALL FRAME AND PANEL JOINT. IdSTALATION SCREWS AND HEuATD�S OF ANCHIOwRxSCR�EVS ATS SILL TO BE SEILLED WITH WHITE/ALUM COLORED SILCONE. K O O O W •� 6 y Za/q� drordng aro. ! 7 2012 W04-37 shoat S oT 0 SM ELM" O ' FOR SPACM V4 ux,Sw d N 4' FFM ENDS , AND 12' O.C. YN4 V4 �+ V4 Vi�� Ea It 9110 fill fllECiill A . `0/x) Z 18Hsi (o/xx) :i V4 ,rr q EXTERIOR drareb,g no. W04-3? LR 2 7 2012 �71( (DOOR W/ SIOEUTE) w�.m. powd"i`' $ xu 4% arowms no, W04-37 Ll 3.770 5780.128 4.W0 .1W� 2.128 .838 3 t e28 .126 11 2.128 1913 100 TYP. 9M '� 1, - /.ZN$ W\4 c 2,610 a7\4 1.878 OR m 0973 INN SMEUTH HEAD/SILL Sx a 1.383 81\3 Swam JAMB t TMI4SOM JAMB Et mm NERD 1 WNSOM HEAD/%L 19f2 4,0 100 .118 1.470 IMI 1.780 ,0112 4.000 2.028 2.118 2.187 •ttNB 4.128 1@ SNAP CatER MME STU .1134 188 p WCTIYE LOGO STILE Ix f.867 E3 FRAME JAMB SX 2j� tm\ 44M 1.240 .878 100 1.780 1.750WouW WAD.6�j ^ 83 (LAM. INSUL. GLASS) nimi 0 NWuRR RZOL p38CRmTNON momaA1. MAN>ir./$wL=/8MWM 61 RW8-023 1 FRAME WAD 8008-78 - E2 045-024 1 FRAME S01 6003-T8 - E3 X48-OQ'L 2 PRAM AW 606.1-111 - E4 1+018-004 !AEW TOP RML 6083 -TB - IM Im48-021 1 LEAF SO M Rib. 6063-T8 - ES LEAF MM STWK#PK LEAF I= SME 6008-111 - Er 2 VERTM JAM13 STOP 6003 -TO - M 045-010 AS 1W. CIAZRC WAD WL MMS GLASS 6083-118 - 0 RD48-007 AS READ, GLAZING K40 LAM. GM 6083-18 - E10 RD45-Ot7A A9 RFAA LAK WILE ACTIVE LEAF 6M -T8 Of 8048-014 AS RM LRD M WADISIL6 TW4 0 JAMB 6008-T8 - E,2 RD46-018 AS REOp. JW AT INCE LITE, WARISILL AT TWJGOM ones -To - E13 1111146-018 AS REQD. SW COVER E18 028 I AS RM OV7FAIOR SNAP COVER - - E20 146-030 08 FM AW" CLIP. W LEVO 6083-T6 - M1 045 -MOI 4 LEW HM ASSO.Y 6005-75 - M3 MSMU A4 RF361. IMM 801.7 AT 3 PW 1AIXt M14 831384101 AS RFAA• WAD M20 - .31W M 1 ■ 4' SEIM BLOGR. - C FTRIM E40H ENO Mgt -I 1/2' x 31r ■ 4' SETfOiG LR K. - M RWM MCH 0 & MILAN M24 rZ48-M13 41 LEAF IWJMCkP MM WM A882168.Y 8006-75 - M28 AL1142INK AS REGI. WAKDWMffM - V1 437SWO tXXXt WSJ FOAM I 0-LON V2 • V-= ww BLRB VOiri VISTP. PVC V4 V-008 BIA.B WBtRN WM OUR01 E1ER 7836 SHMIE A PC WBORO, WV -3289 Vd V-066 PEKE TIOWAD-INF 7RFMC0 82 AS 1M. 03 -18 X Y LA. FLRL THRERD WMD.. - 1 PER COMM S3 4 HTVDE 12 - 24 X M 4! L0. PML. F.H. WOWS SOM ST/ST MICE DWALMTKX4 lM3�16 so AS Nom. 12 X 1-1 4' . PFBI. ! SF ASSEMBLY FIIBTEFWR$ fi ,852 MM N 4 BOR LOCM OP1T M AND n= >3 5125 4.128 4.000 I a�� 100 ACTIVE LEAF LDDC STILE FA TOP RAL W (LAii. i ,978 1970 g g$sp too .880 g ' _ 978 .070 , 7s .1813 7.780 1 8.#676 imumW 5780 t INTEItlOR SNAP C01lER I E2 FRAME SIU. AM Ri 4 3.870 LAU 082 1'844 Q 8 h2 .16e .447 reo. W04-37 ANCHOR CUP E6 BORON FAB. EI VERT. JAMA STOP 2 f 2011 O I 's L W BMW CORNER .:. i P nL h drowk�g rro. W04-37 MMAM is DEPARTMENT OF PERMITTING, ENVIRONMENT, AND AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) NR-Vue TIldll mes, Inc. 1055 But 29 Street Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami --Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AW (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. N this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series NVTA, NVTAS, NVBH, NVt1H, NVRT and NVTH wood Connectors. APPROVAL DOCUMENT: Drawing No. NU -2, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH", sheets 1 through 4 of 4, dated 02/13/2003, with last revision dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolst, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -)wade County, Florida, and followed. by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08-0326.11 and consists of this page 1 and evidence pages EI and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 12-0130.33 Expiration Date: August 21, 2013 lam Approval Date: June 1a, 2012 Page 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA No. 05-0701.04' 1. Drawing No. NU -2, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH", sheets 1 through 4 of 4, dated 02/13/2003, with last revision dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TEST "Submitted under NOA No. 05-0701.040 Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. and S. E. Black, P.E. ReVort Wood Couaeatq Date 1. PT 02-4073 NVTA Upward 11/06/02 2. PT 02-4075 NVTA Upward 11/07/02 3. PT 02-4074 NVTA Upward 1.1/06/02 4. PT 02-3938 NVTA Upward 08/06/02 S. PT 03-4177 14VRT36 Upward 02/03/03 6. PT 03-4202 NVRT36-T Upward 02/19/03 7. PT 034271 NVR736-T Upward 03/27/03 8. PT 03-4270 NVRT24-T Upward 03/27/03 9. PT 02-4095 NVUH26 Up & Downward 01/17/03 10. PT 02-40% NVBH24 Up &Downward 12/03/02 11. 31-22456.0002 NVTA & NVTAS Lateral 07/06/02 12. PT 04-4698 NVTH24 Upward Parallel/Perpendicular 04/15/04 13. PT 04-5036 NVTH24 Upward Load 12/10/04 C. CALCULATIONS "Submitted.underNOA No. 04-120201" Report of Design Capacities prepared by Vipin N. ToI4 P.E. Product MROLI No. of Paces Date 1. NVBM24 7 through 8 05/05/03 V. N. Tolat, P.E 2. NVRT 9 through 14 05/05/03 V. N. Tolat, P.E. 3. NVTA & NVTAS 1 through 6 05/05/03 V. N. Tolat, P.E. 4. NVTA & NVTAS 1 through 14 02/06/03 V. N. Tolat, P.E. 5: NVRT 15 through 15 07/07/03 V. N. Tolat, P.E. Ca M. Utrera, P.E. Product Control Examiner NOA No: 12.413433 Expiration Date: August 21, 2013 Approval Date: June 14, 2412 E-1 NOTICE OF ACCEPTANCE: EVIDENCE, SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Depmtment�efTermitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Dravving No. NU -2 statement of code conformance to 2010 FBC, dated 01/25/2012, issued, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA No. 041202.01" 2. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on 03/26/2003 signed and sealed by Vipin N. Tolet, P.E. Carla M. Utrera, P.E. Product Control Muunin% . NOA No: 12-0130.33 Expiration Date: August 21, 2013 Approval Date: June 14, 2012 E-2 IBALEI Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS Length N (in) Product Gouge Gauge strop strop 16 NYTA-18 NVTAS 212 20 14 18 NVTA-18 WAS 214 20 14 20 NYTA-2o WAS 216 20 14 22 NVTA-22 WAS 218 20 14 24 NVTA-24 NWAS 220 2 to 26 NWA -26 WAS 222 20 14 28 NVTA-20 NVI'AS 224 20 14 30 NVTA-30 NVTAS 228 20 10 NYTA-36 NYTAS 232 E143a 20 48 NVTA-48 NVTAS 244 2D 14 No. of Foeteners each strop 10d oxGnurn Alloviable Load Iba Uplift Lt Singla L2 Single Singlelam' & Double & Double Strop Straps Straps 5 787 1$14 280 501) a 805 1810 280 500 7 854 1708 250 8m 8 902 *1804 250 Slur 9 951 *1902 2W 500 10 999 *1m 280 dm 11 1046 *2088 280 800 T2 1098 *2192 280 SM 13 1145 *2290 2150 8O 14 1193 *2290 280 800 *Note: For 8 or mora rolls per strap, use double trues for double strap. Oen Notes 1. Steel shop cadarm to AMU A663r struahaal grade 33 (L%L yletd 33 ken and o roMbmvm gdvcn ed coating of 9 60 W AM A5M 2. Apaw" bode aro baasd an Nod" Desfig spedflonflarts (NDS) for wood oor ebuatlar, 2b onBion and Florida Oft code 2010 D for Southem fte Veda ab(a l� for other lusted sal gravity or aeS 4. Nati values are booed an NDS table HP, 0-0.68 for common whhw nabs and have been need for Penetration Depth furter Co. 6. Alloeaabla Inds far wind uplift have already been braeaesd by a duration tabulatedof 1 aohor rwU 3311 steal ,1rose inaoaes 19 not used in the G. Allowable Mads for more than are direction tar a skills cameation carrot be dirm8ao a be evaluated fapows into oompe+mrutA to the 7. Allowable bads are based an 1¢ Wait wool mmnbars uadaes ou"IVIse noted. L AD tie beans and Wouted comate masaay alrall ooaW wtth ahoptas i9 and 21 of 2Q"0 FBG cenmate for Be bourne and grout antl fm abnawte Cmosonry M shop be a min. of 25W pal. Conweto m�onry, ahoy comply with AM 9. All teats hove beau oauducted M oacw4wlce with ABU D-1781. A. "L I TABLE2 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS Length (in) Product Code seat arg 16 NWA -116 NVTAS 212 20 14 18 NVTA-18 NWAS 214 20 14 20 NVTA-20 NVTAS 216 20 14 22 NVTA-22 NVTAS 218 20 14 24 NVTA-24 NVTAS 220 20 14 28 WA -28 WAS 222 20 14 28 NVTA-28 NVTAS 224 20 14 30 NVTA-30 NVTAS 228 20 14 36 NVTA-38 NVTAS 232 20 14 48 NYTA-48 NVTAS 244 20 14 to Lt No. of Fasteners each: 10d x 1.5 Maximum ABowobl0 LoadObs) U lft Uplift L1 =S�e L2 Sbt� S Double), & Dou61a & Doubl Strap Straps Straps 5 1032. 2238 250 800 6 1t27 2254 388 888 7 1135 2272 820 830 8 1144 *2288 820 830 9 1153 *2306 820 830 10 1181 *2322 520 6210 11 1170 *2340 520 6n 12 1178 *2386 820 630 13 1187 *2374 52D 830 *Note: For 8 or more nape w strap, use double truce for double straps.. Rdaftuments R*Wbvd Caiamte Tb Boron or Tie Beam formed with concrete filled .wa*rm�Rextlbi tf�ieN. e�frr�♦♦ Ru 1 a y NVG pl .a R l O `�e DWO Sh &%:A �eESol •` NU -2 1 O 1�. 21. O 11 0 2r O Motes Db. IV NVTA, NVTAS L iw*...:,_ 1AM NVBH 24 BUTTERFLY HANGER Notes 1. Use aq apeoifled fasteners In sahande to ed*n blues 8tdffamed. 2. Values are band an 1}" header and est Ndmoss. 3. See General Notes, Sheet 1. SYMM.® Mid Span TABLE 4 NVUH 26 JOIST HANGER Notes 1. Use an spoottied tastenars In schedule to Game" values 2. Valas are boss) an V header thickness aid 1. jam Wdmae.. 3. See General Notes, She" 1. SYMM.0 Mtd Span I DOWNWARI) LOAD B PASTEIM SCIYs.E ALLOWABLE LOADS (Ibs ) g 8� iK � DOVNWAR0 6Wt1ATY LOADS I WND UPLIFT LOAD 2x8 NVUH28 14 20 10 2233 1213 Notes 1. Use an spoottied tastenars In schedule to Game" values 2. Valas are boss) an V header thickness aid 1. jam Wdmae.. 3. See General Notes, She" 1. SYMM.0 Mtd Span I DOWNWARI) LOAD TABLE 5 NVRT Flat and Twisted Rafter Tiee Length (in) Product Code Gauge 12 NM -12 14 16 NVRT--18 14 18 NVRT to 14 20 Nati-2D 14 22 Nati-22 14 24 Nati-24 .14 30 Nary -30 14 36 NM -36 14 48 NWT -4e 14 16d Fasteners Maximum Uplift Load (lbs) Tout 12 of Twisted Ties 8 4 728 724 10 8 861 88o 12 8 888 M 14 7 1138 1192 Notes: 1. Specify 'F" far Flat and 'T' for Twisted when arderk* 2. Fastener %vbm are based on a minknwn fir U** wood membare. 9 • IadMtes rtm of nes in ecA oonneotel wood n mnbar. 4. See aermci Notes, sheet 1. UPL FT i� Bebrm:toalmd;. Gamete 1 masa'ary w TA BLE 6 NVRT Twisted Ratter Ties to Concrete Tie Beams ar r`.nnrrrete Mad Uesrnnrw Length (in) Product C04e Gauge 12 NWT -12 14 18 WRT--16 14 18 WAT-18 14 20 NAT -20 14 22 WMT --22 14 24 WART --24 14 30 NVRT-90 14 36 NMRT--38 14 48 N4RT-48 14 No. of 16d nalls to Wood Framing No. of }" diameter Tapes to Concrete IMa*num Uplift Load (lbs) 4 8 722 8 7 888 8 8 881 7 8 1128 Notes: BIrYp 1. r11At Wpm dull be embedded a mb*n m of 1j. tato oonorate tiebowm or Vabsam famed with aalmete i{9ed mesomrx 11w tqp=* ohd hm a mh edge die wm of 2r amt minimum spacing of 1j' as alio m. 2. See amrord Nates, Blest 1. 3. NI tap== must be b the ammo raw apace at tilt' an wtem. 0o not use two th aro 0OWWRO rorty Strap must to " encu to acce mnodate required tapaaoe. MbL edge d1dance Int required p 0 1° 1�e o 0 a NVRT Anchor Holes dlo. J" (5 Tares plots requbW to tronafae lad to-,., batt�n•chord tae yam bott«n dwd �tntaoevnanta Raqu<rad i;7w Concrete Tw or Ift Som t go owed" teed xaaeamy Truss Anchors NVTH Product Gouge Gauge of ! eaten 1Aextmum• lipllfi Loam (lbs) Code - seat :WOU P in_ Witch Strap Single Strop Double Straps 1tM x 1.5` _ an an 12 NVTH-18 18 14 Single Truss Double Truss S 1032 2084 14 NVIN-18 18 14 6 1222 2444 to NVTN-2D 18 14 7 1278 2550 a 1329 26M 18 104TH -22H-22 18 14 9 1383 2786 20 NVTH-24 18 14 10 1437 2574 r 22 10014-28 t8 14 11 1490 2950 24 Nvnf—za to 14 12 1544 3088 13 1898 3198 26 NV HH -30 to 14 32 NVIN-36 18 14 44- NVTH-48 18 14 �+ O O Nds mn, Front & Bic O be off aan l P$ ff " HAS die: I' a ar� y/ N• ' 12847 LAMS O or RentaBam 8 Nab In Front (Min.) )B uwm, mSS "V a NMI rith aariaete #Aad MUS ted x 1.8' enaeoraY s��wls 6aliNplM�� Hf/Yifl d.dx,t4ofdx 4 p� Wr Caleb wl"w PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2510 F (786) 315-2599 SCOPE: This NOA is being issued under the applicable rules and regulations governing the 'use' of construction -materials. The documentation submitted has been reviewed and accepted- by Miami -Dade County PERA- Product Control Section to be used in Miami --Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in area other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to Perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -bade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approval as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HC 200" Outswiag Aluminum Casement Window -- L.ALL APPROVAL. DOCUNWNT: Drawing No. W05-13, titled "Series HC 200 Aluminum Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 03/15/05, prepared by AL-Farooq Corporation, with latest revisal "D" dated 03/19/12, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product. Control Revision stamp with. the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,.series and following statement: "Miami --Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has hear filed anti tht-m. hat ht no change in the applicable building cede negatively affecting the performance of this product. TERMINATION of this NOA will occur atter tfne expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as. an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words MiamW3ade County, Florida, and followed by the expiration date may be displayed in advertising literature. ff any .portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0426.04 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gasw n, P. E. NOA No. 12--0414.20- Expiration Date: June 30, 2015 Approval Date: July O5, 2012 Page 1 71'1 ► Z RLC. Aluminum Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTimmi)) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 20294 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202=94 along with marked up drawings and installation diagram of an aluminum Qutswing casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTU 44.17, FTL4416, FTL-4371, dated 12/09/04. and 02/09/05, all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0427.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 03/22/12, prepared by Al Farooq Corporation, signed and scaled, by Javad Ahmad, P. E. 2. Glazing compHes with ASTM E 1300-04 D. QUALITY ASSURANCE 1. Mian>t—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. -Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/17. --2. Notice of Aar=tan .P Wn 11A624 81 issued to E I DuPwd AeNemours & Co., Inc.for their "DuPont Butneiteg PVB Interlayer' dated. 09/08/2011, expiring on 12/1112016. F. STATEMENTS - 1. Statement letter of no financial interest, conformance and compliance with the FBC--2010, dated 03/16/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Reports No.'s FTL-4889 and FTL4887, issued by Fenestration Testing Laboratory, Inc., dated 04/04/07 and 12/18/06, all signed and sealed by Michael Wenzel, P. E. (Submilied under previous NOA No. 07-1019.03) <f_ - Jaime D. Gascon, P E. Product Control Section Supervisor NOA No. 12--0410.26 Expiration Date: June 30, 2015 Approval Date: July 05, 2012 E-2 RC. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Reports No.'s, FTL-4897, FTL-4896, FT"417, FTL-4416, FTI. -4371, FTL-4504 and FT"570, issued by Fenestration Testing Laboratory, Inc., dated 12/09/04, 02/09/05, 02/02/05, 03/18/05; 07/18/06 and 10/02/06, all signed and sealed by Edmundo J. Largaespada, P. E. (SubmBited under previous NOA's No '& 07-1019.03 and 05-0427.02) G. OTHERS . 1.. Notice of Acceptance No. 10-0426.04, issued to R. C. Aluminum Industries, Inc., for their Series "HC 200 Aluminum Casement Window -- L.M.I.", approved on 06/23/10 and expiring on 06/30/15. ti Jaime D Gaswn, P. Product Control Sedba SupmWr NOA No. 12-0410.26 Expiration Date: June 30,201S Approval Date: July 05, 2012 E-3 1/4- HEAT STR'D QU1SS 090" 1NTStAYER DUPONT LRITACTTE PVB 3/10' HEAT STWD GRASS 2l f SNE � OM S/ fiLli'1W TTM IN HEAT STR'D (;LASS 1/4LIVPACE GLASSYER CTTEPVBT VWD CLASS OIJOW Iwo COW" 798 CORNM 893 HEAT STR D CLASS D�uPO-Hr$ENTRrExaras 3/16' HEAT Wow CLASS DsL cw 798 t. DOW Comm 998 GLASS TYPE 'B' 3 1/2' MAX 40 EM 34 DESIGN oab RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEET 2. 1 APpROV APPLIES TO SINGLE UNITS OR SIDE BY SIDE R GLASS TYPE 'C' COMBI IONS OF CASEMENT/CASEMENT OR CASEMENT WITH OTHER PHODUCA'1 mm COUNTY APPR'O WINDOWS USING MIAMI—OAOE COUNTY usaowoyht vA*dwrwd a GLAZING OPTION MULLIONS IN BETWEEN. BnI 1$ - 2up FROM (OWER ON PRESSURE WINDOWS OR MULLION APPROVAL g0 WILL Y TO ENTIRE SYSTEM. a THIS CT HAS BEEN DESIGNED AND TLSIED TO COMPLY WITH THE RIMI OF THE FLORIDA OALDINO CODE INCLUDING HIGH VELOCITY THESE WINDOWS AR9 ;RATEL7 FOR LARGE & SMALL MISSILE IMPACT. m u ZONE (HVHZ). SHUTTERS ARE NOT • RECILARED. WOOD BY OTHERS, MUST SE ANCHORED PROPERLY TO TRANSFER LOADS THE STRUCTURE, ANCFtORS SHALL BE AS tJSTEO, SPACED'AS SHOWN ON BETAS S, ANCHORS pyA, y E TO SASE MATERUV- SHALL BE BEYOND WALL DRESONO OR STUCCO. CAN. 3sse PRI ORLWONS NOT SHOWN IN THESE DETAILS ARE $ �I AINO PPROVAL. NOT THIS A LOAD INCREASE IS USD IN DESIGN OF ANCHORS INTO WOOD ONLY, drawing nos. MATE INCLUDING BUT NOT LIMITED To AL SCREWS, THAT WO5-13 COME CONTACT WITH OTLtER OLSSIMI AR MA 1ALS SHALL MEET THE REOU OF THE FLORIDA BLOC. CODE SEC=1 200.0.4, DES BMW WAD CAPACITY - P8@ FOR ( I ) W= LOAD CAPACITY - M FOR ( I ) W= 1tiNDOV DIMS. OLA899 TYPB 'A' 01%88 TYPE 'B' MAS13 TYPE WIDTH H130HT W.(+) INT.(-) EXT.(+) 1NT.(-) r 20• 24' 28" 32" 38" 40• 42' 38" 130.0 180.0 150.0 210.0 100.0 100.0 130.0 180.0 150.0 210.0 100.0 100.0 130.0 180.0 150.0 210.0 100.0 IOU 130.0 100.0 130.0 150.0 100.0 100.0 130.0 185.0 130.0 180.0 100.0 100.0 130.0 185.0 130.0 111&0 100.0 100.0 130.0 i85.0 1 1304 150.0 100.0 100.0 20' 24' 28' 32" 35' 40° 42' 1 42• 130.0 180.0 150.0 210.0 100.0 100.0 130.0 180.0 150.0 210.0 100.0 100A 130.0 186.0 130.0 150.0 100.0 100.0 130.0 16x0 130A 1602 100.0 10" 130.0 185,0 130.0 150.0 100.0 100.0 130.0 151.7 1302 150.0 1002 100.0 13MO 144.5 130.0 144.5 100.0 100.0 20" 24• 28" 32' 36" 40' 42° 49' 130.0 180.0 150.0 210.0 100.0 100.0 130.0 185.0 130.0 150.0 100.0 IOU 1304 165.0 130.0 15MO 100.0 100.0 130.0 100.0 130.0 150.0 100.0 1 100.0 130.0 189.0 130.0 150.0 100.0 100.0 130.0 165.0 1304 150.0 1011.0 100.0 130.0 155.0 130A 150.0 100.0 100.0 20' 24" 28" 32° 38' 40' 42" 84' 13060 186.0 130.0 150.0 100.0 100.0 130.0 1815.0 130.0 150.0 100.0 100.0 130.0 165.0 130.0 150.0 100.0 100.0 130.0 159.0 130.0 150.0 100.0 1004 130.0 185.0 130.0 150.0 100.0 100.0 130.0 167.3 130.0 160.0 100.0 100.0 130.0 145.8 13o.0 140 8 100.0 100.0 20' 24" 28" 32' 36' 46' 42" 1 00' 1 130.0 185.0 100.0 100.0 Io0.0 100- 130.0 185.0 100.0 150.0 100.0 100.0 130.0 185.0 130.0 150.0 100.0 100.0 1300 186 0 100.0 180.0 100.0 100.0 130.0 100.0 130.0 150.0 100.0 100.0 13MO 130.0 130.0 15MO - - 130.0 130.0 130.0 150.0 20• 24° 20° 32" 38" 40' 42° 86• 1 two ts5o 130.0 150.0 toxo two 130.0 186.0 1300 150.0 100 .0 IC&O 130.0 186.0 130.0 150.0 too.0 IOU 130A 1 &i.0 130.0 150.0 100.0 100.0 130.0 130.0 130.0 150.0 - - 130.0 130.0 1311.0 150.0 - 130.0 130.0 13MO 100.0 - - 20" 24' 26' 32" 36' 40' 42" 72" 130.0 185.0 130.0 IOU 100.0 100.0 100.0 1840 130.0 150.0 100.0 100.0 130.0 165.9 100.0 150.0 100.0 100.0 t30.0 166.0 130.0 1600 100A 100.0 13060 1300. 1302 150.0 130.0 130.0 130.0 147,5 - 130.0 130.0 130.0 140.8 DES ON LOAD CAPACITY - PSF FOR ( I ) 16EE8 LOAD CAPACITY - M FOR ( I ) W= 1111WIF DIME. women DIME. I MASS TYPE 'A' OLA809 1YPB 'E' CLAN TYPE IF WIDTH Hm r EXT.(+) I mf.c-) EXT.(+) SRI.(-) EXT.(+) INT.(-) 20" 24' 28' 32" 3tY 40' 78• 180.0 130.0 111&0 130.0 150.0 100.0 100.0 130.0 165A 130.0 150.0 100.0 100.0 130.0 188.0 130.0 150.0 100.0 100.0 130.0 130,0 130.0 150.0 - 19-1/8• 4Y 130.0 130.0 13MO 150.0 - 124.0 130.0 124.0 143,0 130.0 20' 24' 25' 32' 36' 84"130.0 100.028-1/Y 130.0 165.0 130.0 150.0 100,0 100.0 130.0 18&0 130,0 150.0 100.0 1000 130,0 13MO 150.0 - - 118.0 130.0 IIB.o 136.2 - - 108.6 123.0 108.8 123.0 t00.0 PRODUC1'R1MM Sew (a NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 N Zw Mir z R R oraWing no. 222012 II W05-13 DRW LOAD CAPACITY - M FOR ( I ) W= women DIME. ° OIA88 1YP8 'D' otd88 TYPE 'O' WIDTH HEI INT.(-) p0..(+) INT.(-) EXT.(+) 1M.(-) 19-1/8' 28-1/2' 37' 42• �• 180.0 130.0 210.0 t00.0 100.0 1811.0 ISO 210.0 100.0 1000 180.0 130.0 210.0 100.0 713D.0 100.0 185.0 130.0 150.0 100.0 100.0 19-1/8• 4Y 38-3 180A 130.0 210.0 100.0 100.028-1/Y 180.0 130.0 210.0 100.0 100.037• 185.0 Sao t50o 100.0 100.0 130.0 158.1 130.0 15MO 100.0 100.0 18-t/6• 28-1/2' 37' 42' 60-5 130.0 100. 130.0 210.0 t00.0 100.0 r 130.0 168.0 130.0 I= 100.0 100.0 130.0 185.0 130.0 180.0 100.0 100.0 130.0 159.8 130.0 1500 t00A 100.0 19-1/8' 28-1/2' 37° 42' �. 130.0 165.0 1 130.0 ISMO 100.0 100.0 100.0 165.0 1 130.0 15MO 100.0 100.0 130.0 I WO 130.0 160.0 100.0 100.0 130.0 130.0 130.0 15MO 19-1/8' 26-1/2' 3T 42" 7g 130.0 185.0 130.0 150.0 100.0 100.0 130.0 1�0 130.0 160.0 100.0 100.0 13tL0 160.0 130.0 100.0 - 130.0 130.0 130.0 133.1 PRODUC1'R1MM Sew (a NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 N Zw Mir z R R oraWing no. 222012 II W05-13 0 gin ff& Wills 1. 1 , ]�' (Utz) I I I 1 -0 1 �' 71-1111 TYPICAL 5 FCR v T 1 �/li�.� Y✓ I Sm NRODiJLPi eayhlgwtirol?laida jALT.., FlA C,A.N.3138, jet riF�M. ANCHNIMS4�9 SEE a&. FOR SPACING Igi MA 2 2 2012 sheet 3 of 6 WOOD SUCKS AND METAL STRUCTURE NOT BY RC ALUMINUM 7 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 7 TYPICAL AMMORS: SEE ELEV. FOR SPICING >. I/.}" NILTI MK -CON n (Fu -163 K9. Fy-157 KSQ INTO 29Y WOOD BUCKS OR WOOD STRUCTURES g S QQ @$ t 1-1/2- MIN. PENETRATION INTO WOOD IL 21-1/4-Q THRU 1BY SUCKS INTO CONIC. OR MASONRY O h a MtN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 .SMS OR I= 0Rltr�n SCREWS (6RME 2 TINS) INTO METAL STRUCTURES - I STEEL : 12 GA. MIN. (Fy o 38 KSI MIN.) ^ pip it ALUMINUM : 1/8" THY. MIN. (8083—T5 MIN.) CHORE i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 1 814 Sua1 OR SELF r' °caewc (MIX 2 CRS) U 'Z a INTO MLAM-RADE COUNTY .�. APPROVED MULLIONS (MIN. THK. _ .090") NN -- :..1 (NO. SHIM SPACE) W _ ANCHOR MOE DISTANCES I INTO CONCRETE AND MASONRY - 2-3/4" MIN, Z INTO WOOD STRUCTURE m 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. 4 a „ CONCRETE f o - 3000 PSI MIN. Z N C-90 HOLLOW/M= BLOCK 1 m - 2000 PSI MIN. SEAI..ANTS: z ALL FRAME AND VENT CORNERS SEALED WITH SILICONE. N WEEP. NOUS: W1 - 1/4" X 1/2" WEEP SLOT AT 4" FROM EACH END NRODiJLPi eayhlgwtirol?laida jALT.., FlA C,A.N.3138, jet riF�M. ANCHNIMS4�9 SEE a&. FOR SPACING Igi MA 2 2 2012 sheet 3 of 6 MAX. 61 . • H1 0 LATCH KEEPER 3 PER MM UP To 38-3/8° WDW. RM 4 PER JAMB UP TO Sr WOW. HTS, S PER JAMB OVER Or WOW. HIS, MAX, I IV= rfPKX ANCHORS SEE ELEV. FOR SPACING 2 22012 3 droMrig no. W05-13 L3 PLASTIC MISBERs !IP To 38-3/e° wow. HTS. 2 ALUM + 2 PLASTIC SNUSSERS UP TO 60° WDW. 3 ALUM + 2 PLASM SNIAMM OVER W WOW. 04" 6IAL SHIMS ALT. � q a` �F 7 '$t -mw COUNTY .•WE e .a SEPARATE NCA TYPCAL ANCHORS r SEE a". TOR SPACWO CAL It 1 1 I �� SP 0 LATCH KEEPER 3 PER MM UP To 38-3/8° WDW. RM 4 PER JAMB UP TO Sr WOW. HTS, S PER JAMB OVER Or WOW. HIS, MAX, I IV= rfPKX ANCHORS SEE ELEV. FOR SPACING 2 22012 3 droMrig no. W05-13 FLANGE FRAME MP/BOTMM/JAMB FLANGE FRAME LOCK JAMB FLUSH FRAME TOP/80TTOwmm FLANGE FRAME LOOK JAMB VENT (LAM GLASS) E3 TO+/BOTTOM/JAMB VERT (LAM. INSUL. GLASS) ® tiO+/BOTTOM/JAMB .432 Hc200-0111 2.00 .126 .634 1111 LI oas 3/ wm am FRI= Tw, . BOTTOM & MIS NON L0m -d .094 HC200-002 E4 LOCIGHG HOLDER Hoax ® SNAP COVER PART 1 QVAJftw DRBCRIMON NAulm MANE/ Hc200-0111 3/ wm. nmw- nom I&-. 801700! & JAMB NON =0 8083 -TB - HC200-0W 3/ wm am FRI= Tw, . BOTTOM & MIS NON L0m 8083-T8 - HC200-002 f/ wm. FLANGE MME "" JAMB 183-T8 - memo -008 1/ "m FLUSH FRAW LCCA .YOB 8083 -TB - maw -ON 4/ WW. VENT TOP . 8011101 & OMBS (LD1. GLASS) 8063 -TB - HCUO-0116 4/ WOW. VENT TOP. WROM & ^ISS (LAM. 88RIL. MASS) 8083 -TB - NC200-004 1/ WOW. IACNWO "am H00N 8083 -TB - HC200-M AS READ. OPTIOWL WINTAI ALUM" - 048OD-018 4/ WOW. SNAP COVER (01XTIONAL) ALUMDIU01 - 1/ WOW. M12 SCREEN (OPTIONAL) ALLUNUHA - CMTm-022 - ANCHOR ARM FOR RVIO OPERATOR P-031 51000 ANII FRICTION PLASM B4 V-069 AS REQ. I 4ITERM W/STP. %IM PVC V-O33A AS RElW. TR -58M SON GASKET (WW&DE) NEOPRENE TREMCO 021 (OPTIONAL) AS READ. COSIAMC LOVER SEAL MELTPOWiT - - - ROTO HARDWARE H4 08263 H0200-1407 urwvl 1/ wRNER FRAM SMALL Omm LOCH ai mm, kw l mW i nrm ST. STEEL 16 dl, a -A%Tl .a m 143 HC200-0003 1/ CORNIER FRAME LARGE CORNER LOM ST. STEEL 16 0A 144 060200-1004 1 FRAME LAMM CORNER LOM (AT ROTO OPERATOR 0" ST. STEEL 16 OA, MB MC200-MOB 1 CORNER LEFT HARD FRAU 0000 I= 6083-T6 - M6 HC200-MUS 1/ CORNER RIGHT HAND FRAME CORNER LOU 6063 -TB - M7 HC200-1407 AWMONM SNUt6ER SYST - 146 P -M - NYLON CAM - - M9 I P112206 - NYLON SNUBBERS - 1110 AS READ. 1/6-X3/4' SLTT6iO BLOCK NEOPRENE - M12 F00200 -Moo - ORdE HOUSINO AWM6AfM - M13 P-031 51000 ANII FRICTION PLASM B4 110 X 1-1/2' l0. PoL PFO.. SHS. (ASSUISLY) ST/8T. - H1 CO25 - 9.6' SOIL E ARM OPERATOR ST/ST RDTO HARDWARE H3 C8304 1/ WOW. >IMACE MOUNT OPERATOR - ROTO HARDWARE H4 08263 1 8.0 MM. OPMTOR BOTH SPACER - ROTO HARDWARE HB 08201 I OPERATOR TOP SPACER - ROTO 11ARDWARi H7 L1-2111 3 IOEPERB 87/51' ROTO HA(00WAttE m I clow AAOL LWiFi'ure Nwiu K4RMMct H9 LH080-7810 WHRE HANDLE ROTO HAW ME RIO 02-14W4PLT-02 HANDLE FASTENER PLATE ROTO HARDWARE Hit LB06 1 LOCK POW STAINUESS WEEI. ROTO HARDWARE 1112 STM 110-M 3/8'1.0, PK MACHWdE �W (l )MM SYST - M13 MOOD 16-32X 3/4- LO. PHI., FH. THREAD CUTTING A M0Q 8T/8T H14 2 4 -DA HINGE TRUTH OR BRONZE CRAFT S2 110 X 3/9' LO. PK PHL 1101S. (ARM -FRAM) ST/sr S3 110 X 1/2° LO. Poi. POW.. MR- Ute+-� ST/BT B4 110 X 1-1/2' l0. PoL PFO.. SHS. (ASSUISLY) ST/8T. - S6 18-32 X 1 2' -- FH. - (OAS -SURFACE L40LWO ST/ST 95 6 X 1 .. FH. - 3018. ( ST/ST S7 to X 1 I.Q. PFO,. FH. 806. ST/9T SB - 88 Y t/2' ISR PH. SIAS. f3T/3T AT ALLY. 0 11WR - - PRODUCrMPAW BL� z~04iLZo% LTIQo MAR 2 2012 dra" no. W05-13 mww=iwvmo- -- as Waft t 26 201+ 222012 ®MIAMI -DARE COUNTY, FLORIDA ® M "M&DADE FLAGLER BUILDING BUILDING CODE CO O 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION y MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.p-ov/buildingcode R.C. Aluminum Industries, Inc. 2805 NW 75* Avenue Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and Other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the. applicable building code. This product is approved as described herein, and has been designed to comply with the Florida. Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series " wsr Aluminum Fixed window — Lm.L APPROVAL DOCUMENT: Drawing No. w04-44, titled "FX100 Aluminum Fixed Window (L.M.I.r, sheets 1 through 5 of 5, dated 05/29/04 with revision "F" dated 12/09/09, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filled anti there, has been . no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture ofthe product or process. Misuse of this NOA.as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number. preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. N any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA revises NOA # 09-0225.08 and consists of this page 1, Evidence pages E-1, E-2, E-3, and Green Sustainable Attributes page G-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 140A No. 10 47 Expiration Date: August 19, 2014 Approval Date: August 04, 2010 Page 1 CITY t UY�1 • �1 �.�,� � 1 v��tJ ltd APR 2 2013 MIAMI ®MIAMI -DARE COUNTY, FLORIDA ® M "M&DADE FLAGLER BUILDING BUILDING CODE CO O 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION y MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.p-ov/buildingcode R.C. Aluminum Industries, Inc. 2805 NW 75* Avenue Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and Other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the. applicable building code. This product is approved as described herein, and has been designed to comply with the Florida. Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series " wsr Aluminum Fixed window — Lm.L APPROVAL DOCUMENT: Drawing No. w04-44, titled "FX100 Aluminum Fixed Window (L.M.I.r, sheets 1 through 5 of 5, dated 05/29/04 with revision "F" dated 12/09/09, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filled anti there, has been . no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture ofthe product or process. Misuse of this NOA.as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number. preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. N any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA revises NOA # 09-0225.08 and consists of this page 1, Evidence pages E-1, E-2, E-3, and Green Sustainable Attributes page G-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 140A No. 10 47 Expiration Date: August 19, 2014 Approval Date: August 04, 2010 Page 1 R.C. Aluminuni Industries, Inc. NOTICE OF ACCEPTANCE:. EVIDENCE SUBM[TTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04-44, Sheets 1 through 5 of 5, titled "FX100 Aluminum Fixed Window (L.M.I.), dated 05/29/04 with revision F dated 12/09/09, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmed, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6043, dated 10/22/09, signed and sealed by Julio E. Gonzalez, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5866, dazed 10/09/09, signed and sealed by Michael R. Wenzel, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . along with marked up drawings and installation diagram of aluminum fixed window, pr d yF T1 raWiy,1W--1T`estR tNb..-FrL;;4Z95, armed 10/08/04, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-0815.01) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc.., Test Report No. FTI. -4294, dated 10/08/04, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-0815.01) -? - uel r P.E. Product Contro xa iuer NOA No. 10-0426.87 Expiration Date: August 19, 2014 Approval Date: August 04, 2018 E-1 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (eorrrmgmm 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4290, dazed 08/16/04, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-0815.01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. VIIA293, dated 10/08/04, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-0815.01) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4296, dazed 10/08/04, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-0815.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 02/01/10, signed and sealed. by Javad Ahmad, P.E. Complies .with ASTM E13W-04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09-0312.03 issued to.E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 05-1208.02 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. Manuel Pe.E. Product Controler NOA No. 1 07 EzPimtion Date: August 19, 2014 APProval Date: August 04, 2010 E-2 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated July 9, 2010, signed and sealed by Javad Ahmad, P.E. 2. Proposal # 08-1635 issued by BCCO to R.C. Aluminum industries, Inc., dated 11/24/08, signed by Renzo Narciso, Engineer 1, Product Control Division. G. OTHER 1. Notice of Acceptance No. 09-0225.08, issued to R.C. Aluminum Industries, Inc. for their Series "FX100" Aluminum Fixed Window — L.M.I., approved on 05/27/09 and expiring on 08/19/14. 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: 1) NERC 100-2004 ".Procedure for Determining Fenestration Product U -Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, / WINDOW 5x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "FX 100" Fixed aluminum window, along with attached drawings and bill of materials included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCT1-110-12451.01, pages 1 through 7 of 7, dated 11/13/09, signed by Richar4A. McVicker III, Simulator, and Steven H. Coble, NFRC Accredited Simulator, Simulator -In Responsible -Charge. 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series "FX100" fixed lite aluminum prime window with Low E and 4. ATM along with mbMIUM component drawings, with applicable part numbers manufacturing and modeling details included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTI.-110-12352-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P.E., Vice -President Engineering & Quality Person -In -Responsible Charge. Recycled Content Determination Report on: Name: Fixed Window, FX 100 Raw Material: Aluminum Including letter from Fundiciones Industriales S.A. (FISA) dated March 22, 2010, certifying that the extruded aluminum products contained 30'/o recycled scrap material, signed by Henry Kronfle, Vice -President. `11�1; Manuel Pvfi# P.E. Product Control EWmIner NOA No. 10-0426.07 FAVIration Date: August 19, 2014 Approval Date: August 04, 2010 E-3 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division. Component Name ( C Value 1. Whole Window .95 G-1 �,k& 0 A Manuel Pe Product Control E mine NOA No. %*42607 Expiration Date: August 19, 2014 Approval Date: August 04, 2010 LeLyend Abrevia 'on: Descri tion• SS -D Desiccant -Filled Stainless Steel S 240#2 Cardinal Low E 240 @ #2 Surface Typical PVB 1 .090" Poly Vin 1 Butyrd TVB)interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass Component Name ( C Value 1. Whole Window .95 G-1 �,k& 0 A Manuel Pe Product Control E mine NOA No. %*42607 Expiration Date: August 19, 2014 Approval Date: August 04, 2010 X. --� I 1 L J WINDOW MAOTH WINDOW NgpTN� 0—— !IIL I—'-- _ WN" WIDTH WINDOW WIDTH ..WIM= WIDTH I t 1 L J �T WIPIDDW WIDTH I Woo= vim WPItmW WIpiH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMOAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 95 3/4' FALSE MUNTINS (SURFACE aPPUED) MAY TIE USED Q I tt tl / II tl 11 II t� tl tl ,i 't I tt ji yap ------ Ip------� - n 9 p (I tl II II tl it D N LOAD RATING FOR THESE WINDOWS TO BE AS PER SHOWN ON SHEET 2. AP ROYAL APPLIES TO SINGLE FIXED WINDOWS. AL COM13MATIONS OF FOXED/FIXED OR FOXED WITH OTHER M -DARE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY AP ROVED MULLIONS IN BETWEEN. LO SR DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WE APPLY TO ENTIRE SYSTEM. L UCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE NTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING TH TY HURRIGWE ZONE (HVHZ). KS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER THE STRUCTURE. SHALL BE AS LISTED, SPACED AS SHOWN ON NAILS. ANCHORS TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO, HIRING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS AM NOT PART OF THIS APPROVAL. A LIAO DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MAY W4 OXMIXI NG BUT NOT LIMITED TO I$TA1. SM". THAT COME INTO ACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF 2007 FLORIDA SLOG. CODE SECTION 2003.&4. 4' THIS PRODUCT WITH GLASS TYPES 'C'. 'D' & 'E' COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. 8 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. MmucTurimm *1669 PC APR 0 9 010 Q-A- drawing no. W04-44 DESIGN LOAD CAPACffY - PSP WINDOW DIMS. CLAM WITS CLISS TYPE A'. V. 'C & V 'E' WOO LEMM EXT.(+)/tNT.(-) EXT.(+)/WT.(-) 19-1/8• 24' 28-1/2' 30-80.0 37" 42" 48- 53-1/8• w 72• 80.0 80.0 80.0 80.0 80.0 80A 80.0 80.0 80.0 e0A $0.0 80.0 a" BOA 80.0 - 80.0 Ta-iJ8" 24" 28-1/Z" 30- 37' 42" 48' 53-1/8- eo- 7$" a" 80.0 80.0 80.0 8D.0 80.0 80.0 no 8D.0 80.0 80.0 80.0 80.0 80.0 80.0 no - 80.0 24' 28-1/2' 30' 37- 42• 48• 53-1/B" 80- 78- 80.0 - 80.0 - 80.0 - 80.0 80.0 - 80.0 - 80.0 - 80.0 - 80.0 19-1/8' 24' 28-1/2" 30' 3r 42" 48" s3-1/8' ao• 84-80.0 - 80.0 - no 80.0 - BOA - 80A - no 80.0 troA w s WM AND LENGTH DAMIM N5 CAN BE AS0 Ate. Y CR HOMMIZALLY SHM 1/8" HEAT STM'0 .090' INTERLAYER BUTACDE PVB BY '0UPONP ASS `irl>4X CORN G 795 RECT. OR SQUARE 1/8' HEAT STREN'D GLASS .090' INTERLAYER SE"RYCLAS PLUS 'DUPow Ll T/a' HEAT ST 'D MASS SILICONE DOW 793 m 7 a s CIRCULAR FRAME RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE '$' 1/8- HEAT STF"'D GLASS 1/4• AIR SPACE 5/32' TELA'. GLASS 1/8• HEAT SIREN'D GLASS Ago" INTERLAYER SDnVYGLAS PLUS BY 'DUPONT' 1/8" HEAT til 'D GLASS slucow LL CORMNC 795 7� RECT. OR SQUARE FRAME CIRCULAR FRAME RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE 'B' 3/18" HEAT stREnlb caAss NOTE: o90* WTERLAYER IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING @ BUTAC� PVB BY ' EXTERIOR PLY OF GLASS TYPES '8' & '0' MUST BE TEMPERED. 3/18' HEAT •0 GLASS El SILICADOw NOTE: 70 GLASS CAPACITIES ON THIS SHEET ARE C BASED ON ASTM E1300-04 (3 SEC. GUSTS). fI cegr: aft AH t GI�tL. 70392 CIO& A90E�, - w * 4, 6 RECT. ORBSQUARE FRAME GJ ING OPTIONS W04-44 S� TYPE 'E' AP 0 9 2010 I. 7 of 4 1/4' AM SPACE 1/8" OR 5/32' HEAT STREN'D CLASS 1/8' HEAT STREN'D GLASS .090. 1NTERIAYER BUTACITE PVB BY 'DUPONY S 1/8- HEAT STREWD GLASS sucow Comm 793 DOW m 7� 1/8' HEAT STREN'D GLASS .090' INTERLAYER SE"RYCLAS PLUS 'DUPow Ll T/a' HEAT ST 'D MASS SILICONE DOW 793 m 7 a s CIRCULAR FRAME RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE '$' 1/8- HEAT STF"'D GLASS 1/4• AIR SPACE 5/32' TELA'. GLASS 1/8• HEAT SIREN'D GLASS Ago" INTERLAYER SDnVYGLAS PLUS BY 'DUPONT' 1/8" HEAT til 'D GLASS slucow LL CORMNC 795 7� RECT. OR SQUARE FRAME CIRCULAR FRAME RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE 'B' 3/18" HEAT stREnlb caAss NOTE: o90* WTERLAYER IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING @ BUTAC� PVB BY ' EXTERIOR PLY OF GLASS TYPES '8' & '0' MUST BE TEMPERED. 3/18' HEAT •0 GLASS El SILICADOw NOTE: 70 GLASS CAPACITIES ON THIS SHEET ARE C BASED ON ASTM E1300-04 (3 SEC. GUSTS). fI cegr: aft AH t GI�tL. 70392 CIO& A90E�, - w * 4, 6 RECT. ORBSQUARE FRAME GJ ING OPTIONS W04-44 S� TYPE 'E' AP 0 9 2010 I. 7 of 4 O WHO riPICAL ANCHORS SEE ELEV. FOR SPACNO 411 MCHORS YNC WOOD BUCKS AND METAL STRUCTURE NOT IRC ALUMINUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BURUIING STRUCTURE. TYPICAL ANCHORS: sEE ELEv. FOR SPACING I,/4" DIA. ULTBACON BY 'ELCO' (Fu -177 KSI. Fy-180 Kg) 1/4- DIA HUM KWIK-CDN 11 (Fu -183 KSI, Fy-147 KSQ INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MN. PENETRATION INTO WOOD THRU 113Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 1/4' OIA KVRK-FLEX SEF DRILLING IN SCREWS 6Y 'HI n' (ORALE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .080") INTO METAL STRUCTURES STEEL : 12 OA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPIC`! EDGE DISTANCE INTO CONCRETE AND MASONRY - 2' MIN. INTO WOOD STRUCTURE - 1" MIN, INTO METAL STRUCTURE - 3/4' MIN, CONCRETE AT HEAD, SILL OR JAMBS f'C - 30M PSI MN. C-110 HOLLOW/Foal) BLOCK AT JAMBS fm - 2000 PW MN. SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH JOINT SEALANT. an PE CLAN. bb3 m APR 0 0 2010 W04-44 �^�—Typ. I snau 2400' .882 900 L:J ,975 .879 TypcA'� 875 FOR 2.125 FRAME JAW/SRL 3 FRAME MEAD/SILL/JAU8 *1.203 1.072O6TYP.9.052 .969 .907 2-�4.542� 4 GLOSS STOP (UW. GLASS) GLASS STOP (LAM. R45UL CLASS) .110 .110 .090 TYP. 973 .090 TYP. I .875 1.319 1�.945�7 OSNAP COVER LAM. LASS SNAP COVER LAM. INSUL CLASS 1.315 1.184 L082 I -6 NP. .812 h 1.182 GLASS STOP (UW. GLASS) GLASS STOP (LAM. INSUL. GLASS) FOR CIRCULAR FRAME FOR CIRCULAR FRAME .734 p- ,.997 (2� JAMB/SRL ANCHOR ClB1 1/4' MAX. SNSI Q C' ACCESS HALE MAX. Y m N0. PART 0 QUANTITY DESCR ON MATERIAL MMiF. BUPPUIER REMAm 1 CMIW-007 AS REOD. FRAME JAMB/SILL 6083-T6 FOR FIXED MOM 2 CMIOO-012 AS REOD. JAMB/SU ANCHOR CUP 6063-T6 - 3 CMIOO-019 AS REOD, FRAME HEAD/SILL/JAMB 6063-T6 - 4 CM100-016 4/ WDW CLAVA BEAD (LAM. CLASS) 6063-T6 - 4A CMIDD-017 4/ WOW tQAZWC BEAD (LAM. INS. GIM) 6083-T8 - 40 CUIDD-029 4/ Wow GAZING BEAD (LAM. GLASS) 6063-T6 FOR CIRCULAR FRAME 4AB CMIOD-028 4/ Wow CLAZONG BEAD (LAM. INS MASS) 6063-T6 FOR CIRCULAR FRAME S CMI00-018 4/ WDW SMAP COVER (LAM. CLASS) 8083-1`8 - SA CMI00-019 4/ WOW SNAP COVER (LAM. WWW. GLASS) 6083-1`6 - 7 V-059 AS 000. WANYL FOR 5/16" LAM. k KWL LAM. GLASS PVC - 7A V-030 AS REOD. VINYL FOR 7/18' LAM. CLASS PVC - 8 AS REM 3/18" X 3/6" X 4" I.C. SEMNO BLOCK - - 9 AS REOD. 1/8' X i/2' W#GLE FACE TAPE - - 9A AS REOD. 3/18' X 1/2' SINGLE FACE TAPE 10 1 #10 X 1• a/ CORNER FRAME ASSEMBLY SCREW ST. STEEL I PH PLL. SMS r Z PQ,0 Q,' O to 'X O vV'g� TYPICAL ANCHORS TYPICAL ANCHORS N Ti SEE ELEY. SEE ELEV. FOR SPACING o FOR SPACOA O Z 1/�' MAXMAb- 1/4' WM snteea I MAX. p v X < v k �x fV o N „ - - z n M 1 M z� v WOOD p O V p Po s1aLkTURE 410R�D WAS 0. WINDOW WIDTH p !}14 Sm OR MG SCOWS at S SEE ELEV. FOR SPAM �3 C 0 V O u PE CML as ai1lts MOWN mr4m FLA.AA ! 7��92 � _ C L -j HL 3! V14 '4 EXTERIOR 4WW6& drawing no. WINDOW ,DOTE, q4- W04-44 DESIGN LOAD CAPACITY - PSF SIDE/SIDE OR TOP/BOTTOM WINDOWS WINDOW DIMS. WIDTH (Nn LENGTH (L) ONE ANCHOR TWO ANCHORS AT EACH SIDE AT EACH SIDE OF MULLION OF MUUJON EXT.(+)/INT.(-) EXT.(+)/INT.(-) 19-1/8• 24' 26-1/2• 30• 37• 42• 48' 33-1/e' 38-3/8• 60.0 80.0 80.0 80.0 80.0 80.0 80'0 80.0 80.0 BOA 80.0 80.0 80.0 80.0 F 80.0 aDlo 19-t/8' 1. 28-1/2' 30• 37• 42 . 48' 53-1/6' 48• 1 80.0 80.0 72.5 Bo.o 72.8 80.0 723 80.0 70.9 80.0 62.1 00.0 62.1 80.0 62.1 80.0 19-1/8. 24' 26-1/2' 30• 37' 42' 48' 53-I/8' 80-5/8, 80.0 80.0 68.7 80.0 68.7 $0.0 88.7 90.0 86A 80.0 38.9 80.0 38.9 BOA 5&9 80.0 19-1/8' 24• 26-1/2• 30• 37• 42' W. 72.7 80.0 59.0 80.0 88.0 80.0 59.0 90.0 88.4 80.0 49.7 80,0 19-t/8' 24• 28-1/2 30' 37' 42' 63, 69.3 80.0 88.2 80.0 59.2 80.0 55.2 BOA 53.7 904 47.3 78.9 19-1 /8' 24` 26-1/2' 37' 68' 66.1 90.0 82.7 80.0 52.7 80.0 52.7 80.0 51.3 80.0 19-1/8• 24• 25-1/2' ]0' 37' 72' 60.8 80.0 48.3 80.0 48.3 80.0 48.3 77.3 47.0 77.3 18-1/8' 24' 26-3/2• �• 37' 74-1/4' 58.8 80lo 46.8 80.0 4g,8 solo 463 74.9 49.8 74.9 OCi1TSEE I TION AND t ANCHOR TYPES TYPICAL LI!LEVATION5 SroE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS WIDTH (W) = WI + U 2 NOTES c ©1. USE CON TMS SHEET FOR SLOE BY SIDE CONVECTION SEE CHKHART ART AT CAPACTIY OF 1X3 WNDOW MULLION. sly $ FOR OrAM MULLION TYPx:AL ANCHORS 2. FOR AXED WX�DOW CAPACITY SEE SHEET 2 OF 5. S SEE SEPARATE SEE FOR SPACING 3. FOR OTHER MALXXV TYPES SEE SEPARATE HOA. ITY 4. USE SIMM DESIGN LOAD CAPACOF 1. 2 OR 3 ABOVE. Ti g i m u o u o Engr GPMpFR6Db;)CT N1.11YL I) ,P FIA PE /70592 "uta' "Cwh%FraFD:YMo i CAN. 3536 :tvuCstx Ei k APR 0 0 2010 a DJ, OPG. D.L OPG. EXTERIOR dr"no Ito. WIN"wmrN WINDOW WIDTH W04-44 APR2 013 DEPARTMENT OF PERMITTING, Om AFFAIRS (PERA) BOARD AND CODE ADMIN1MATION DM NOTICE OF ACCEPTANCE C R. C. Aluminum Industries, Inc. 2,805 NW 7e Ave Miami, FL 33122 fU y¢ 1 VIAA.L.U.Oh MIAMI-DADE COUNTY, FWMDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (790 315-2590 F (786) 315-2599 =TTT-77-177 =71771 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 Havigg.Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Contrc l Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series -109" Aluminum Tw* mabw_ Txj. APPROVAL DOCUMENT: Drawing No. W84-05, titled "&ves Tube Mullions", shams 1 through 7 of 7, dated 45/42104, prepared by AL-Farooq Corporation, with latest revised -D- dated 03121/12, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Any Sheet Metal Screws (SMS) And Any TEKS Screws Shall lie Equal Or Greater Than SAE Grade 2 (Minimum Fy Of 57 Ksi (Yield Strength) And Minimum Fu Of 74 Ksi (Ultimate Strength)}. LABELING: Each unit shall bear a permanent label with the manufaciurees name or logo, city, state, pies and following stdment 'Mmi Dade County PredM Control Approved" unless edwwise nftd herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting, the performance of this duct. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami --Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A ' copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Bailding'Official. This NOA revises NOA No. 09-0128.14 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MUW i NOA No. 12-041&19 Expiration Date: August 19, 2014 Approval Date: Jane 28, 2012 r_ -T, Pap R. C. Aluminum Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04-0608.05) 2. Drawing No. W04-05, titled "Series Tube Mullions", sheets 1 through 7 of 7, dated 05/02/04, prepared by AL -Farooq Corporation, with latest revised "D" dated 03/21/12, signed and scaled by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201---94 5) Cyclic Wind Pressure Loading, per FBC 24113.2. 1, TAS 202-94 along with installation diagram of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4024, dated 01/14/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 0"608. 2. Test reports on: 1) Air Infiltration Teri, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202-94 along with installation diagram of aluminum fixed and casement. windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-03-1346, dated 09/16/03, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA No. 044608.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, comnlyina with Ahmad, P. E. 2. Glazing complies with ASTM E 1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E-1 4/4- C- - �-4 1 � - Jaime D.n, P. E. Product Control Section Supervisor NOA No. 12--0410.19 Expiration Date: August 19, 2014 Approval Date: June 28, 2012 R. C. Aluminum Industrigs, Inc. NOTICE OF ACCEPTANCE; _ , EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 03/20/12, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1, Notice of Acceptance No. 09-0128.14, issued to R. C. Aluminum Industriies, Inc., for their Series "ML 100 Aluminum Tube Mullion -- WVLL", approved on 04/08/09 and expiring on 08/19/14, Jaime D. Gasean, P. E. Product Control Section Supervisor NOA No. 12-0410.19 Expiration Date: August 19, 2014 Approval Date: June 28, 2012 E-2 MULLION SYSTEM IS RATED FOR LARGE VASSILE IMPACT. AND CAN BE USED WITH ALL MW A—DARE COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS_ USING MULLION PROPERTIES ONTHtS PRODUCT HAS KEN OEMM40 LY WffH THE OF THE FLm SUILOINO�OOOE iNcLum0 FgfUITWO TO Y v&LOCIiY HURRICANE ZONE (HVHZ). ALL G AZNT PRODUCTS USED I6TTN THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REOtJH EMENTS I.E: WIND LOAD, WATER WnLTRATTON. FORCED ENTRY RESISTANCE, SAFEOUARDS ETC. WOOD BUCKS BY OTHERS. MUST SE ANCHORM PROPERLY TO TRANSFER LOADS TO THE Syffixl m ANGORS SHALL BE AS USTED. SPACED AS SHOWN ON OETAE.S. EMBEONENT TO BASE MATENIN. SHALL BE BEYOND WALL MOM Imo. TRE ETC.). ANCHORING OONDMONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURA O DttORMSE M USED IN CON OF ANCHORS INTO WOW ONLY. MA1Ef " INCUIm em NOT Lmm TO gmlMETAL SU2tEMS, THAT DOME OTTO CONTACT VM OTHER DOS1A0lAR iIATERAIS SMiOLL. MEET THE REQWUMENTS OF THE FLOMOA MOO. CODE SECTION 2001 A 4. INSTRUCTIONS: USE CHARTS AND GRAPHS AS POLLCAatS. STEP 1 DETERMBHE QESKiN LOAD REWIIRED PER ASCE 7 FOR PARTICULAR OPEApIHG. =E _2 USE APPROVED GLAZM PRODUCTS MEERNG ABOVE LOAD REQUIREMENTS. STEP 3USE CONWECIION TO MUWOt AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH �STEP DEMON RATWO MORE 7HAN DESIGN LOAD SPECIMED IN STEP T ABOVE. U%NO ANCh= TYPES ON SHEET S THRU 7 AND ANCHOR CHARTS STEP ON SHEET SELECT ANCHOR IYPE WIrH DEMON RATING MORE THAN THE DEMON LOADS SPWRED IN STEP I AASOW } TU�1lAR SHAPES B.� ALL,pY m 600—T8 �� •LY ► ► faj KI 73_ 47. �. - a •_a -: x: r r MAR 20 2012 crowing no. M04-05 L� Lamm---•8aroo aEs .406 36 �a2S L000 �JES W >� f� in 4=0 616 8af00 $ h 4 �0 .188 bf W00425 125 230 in L L U L 1 X3 1 X4 2 X 4 1-1/2X4-1/2 2 X 6 2 X 6 0 0 STD, MULLION STD. MULLION STO_ MULLk11�1 CUSTOM MULLION SlD�bN HEAVY Mi}LUbN v 6063 08.1 -TB 8 -TB 6063-78 - 6083 -TB 6003 -TB X83 -T8 a LL 730 L730 mR m n 1 2� a ' yj 1-3/4' MM.. 1 S.S00 M---------5,300 •••---..JJL.. rOR 3' T10BES gg ALL/OTHERS G 0 NOTCH- OMM OPTIONAL 8 0 m o g w 48� Oprom ANGLE QLJP MULLION CUP MULLION CLIP � P 80W -TB WB3-•T6 6003-•T6 4 aD tf D FMI.. JAV a FLA. K 670M �Z. Zd drawing no. MAO 1 2AiZ M04-05 shoot of 7 DMON LOAD CAPACITY - PBF (TUN NDL61ON8) DFB910F1 LOAD WAOPPY - PSF {TUB& M MONS) 1-1/2 1-1/8 WIPil1aA DIB. i % 8 1 % 4 $ % 4 4 I $ $ % 8 $ % 8 AOVOOIP DW. 1 % 8 I R 4 $ % d 4-1 $ $ % S $ R 8 WIDTH (w') rata. PAN STD. 11TD. STD. cu$�ON BTD. BEAVY 1Mant MIAs. 1iTD. STD. M. N 8M. MUVY t9-1/8' 190.0 i6ao 190.0 I o 180.0 160.0 t9-1/8• 74.8 160.0 180.0 180.0 164.0 180.0 20-1/2• 190.0 190.0 190A 190.0 160.0 1500 29-1/2' 63.8 11&4 IWO INA 180.0 150.0 30° INA 180,0 to" 180.0 180.0 160.0 30° 147.5 101.9 14&9 180.0 180.0 180.0 JY 150.0 180.0 180.0 190.0 15010 1>.0,03Y 38.6 82.6 120.7 180.0 180.0 180.0 42' INA 160.0 150.0 1 180.0 150.0 180.0 42' 33.9 W 10&4 150.0 190.0 150.0 48" 38-3/6" 15010 180.0 t60.0 160.0 180.0 140,0 48" 74-1/4• 29.7 03.7 93.1 180.0 1KO 150.0 84' 1379 180.0 180.0 t80.0 164.0 150.0 94' 26.4 68.0 82.7 180.0 180.0 140.0 so" 124.0 180.0 180.0 1504 15MO 160.0 p• 23,8 81.0 74.4 150.0 144.1 150.0 SS' 1127 1800 150.0 15U 180.0 18(L0 88' 21.6 4&3 $7.7 13&7 131,0 180.0 7r 1033 160.0 180.0 180.0 150.0 150.0 72- - 42.5 62.0 125.3 120.1 1500 19-1/8' 150.0 18&0 t5O.0 190.0 t9M0 160.0 19-1/8' 5/10 110.4 15U 150.0 150.0 150.0 20-1/2° 15" 160.0 1SO0 150A 180.0 150.0 26-1/2' 374 79,7 11&4 150.0 180.0 150.0 30• 1429 190.0 180.0 180.0 150.0 180.0 30- 329 70,4 102A 180.0 1500 1800 3Y 1159 tSMO 180.0 15U 160.0 INA V. 26.6 87.1 43.4 180.0 160.0 150.0 42• tots 1�.0 180.0 1500 IWA 100.0 42• 23.4 50.3 73.8 150.0 166.0 180.0 48• 50-5/8' 69.1 143.1 180.0 180.0 150.0 180.0 48' ,84• - 20.5 44.0 84.3 1439 140.8 1800 54' 79.2 127.2 16&0 190.0 18&0 150.0 84• - 30.1 97.1 1279 1 1 INA o0• 71.2 1149 180.0 180A 160.0 150.0 e0' 3&2 51.4 115.0 112.6 130.0 06' "A 104.1 160A 180.0 180.0 150.0 SO" 32.0 4&7 104.6 102.4 100.0 72' 59.4 86 4 139.3 180.0 150.0 190.0 72- - 20,3 42A 98.9 934 150.0 19-1/8' 141.3 ISMO I$M0 180A 180.0 180. 19-1/8• 349 7410 10&1 180.0 190.0 150.0 28-t/2' 102.0 180.0 180.0 160.0 I�.O 190.0 28-1/2' 24.9 834 7810 150.0 180.0 150.0 30' 90.1 150.6 160.0 160.0 180.0 180.0 30' 22.5 47.2 08.9 150.0 180.9 190.0 3Y 73.0 132.2 NMI) 150.0 160.0 JS0.0 37• 382 04.9 125.0 1399 t5o.0 42° 04.3 119.5 180.0 150.0 180.4 180.0 42' - 33,7 492 110.1 123.2 190.0 48' 00• 60.3 101.9 1459 180.0 180.0 150.0 48' 9S" - 28.5 43.1 96.3 1079 150.0 84• 80.0 90.8 132.3 180.0 180.0 180.0 14' - 26.2 38,3 85,0 95.8 150.0 80' 49.0 81.5 119.0 180.0 150.0 1500 �• 236 34,4 77.1 8&2 180.0 88' 40.9 74.1 106.2 150.0 ISMO 180.0 86• - 21.4 31.3 70.1 7&4 144.0 72' 378 87.9 "a 150.0 150.0 180.0 7Y - - 2W 64.2 71.8 1 132.0 19-1/8" 1221 180.0 180.0 18040 150.0 190.0 19-1/8° 24.2 6110 7Ss 180.0 180.0 1 150.0 26-1/2- 6&1 1504 180.0 150.0 150.0 1 100.0 28-1/2' 379 84.8 122.6 1811.0 150.0 30' 77.8 147A 15MO INA 150.0 150.0 30- - 33.1 4&4 108.3 134.5 150.0 3Y 63.1 1199 1- - 980.0 180.0 37' 20.8 39.2 $718 109,1 180.0 42' 85.5 105A fr.0.0 15010 15Mo 16040 42• 23.7 349 77.3 9&I 180.0 4a' o3• 4&8 92.4 135:0 150.0 150.0 180.0 48" 108• 20.7 302 07.7 e4.1 150,0 84° 432 822 /2040 180.0 190.0 1544 Be - 264 60.1 74.7 137.3 60' 38.9 73.9 104.0 1NA 1910 160. �' 242 84,1 67.3 .123.6 88• 35.4 67.2 962 150.0 180.0 150.0 04' 224 4&2 eta 112.3 72' 32.4 61.$ 90.0 150.0 150.0 180.0 72• 20.2 4&1 6&1 103.0 PRODi=Psv18BA 43 ad91toF1mNs ,NLQIE: aft M12- 0.101 ARM TO BE 116CRM W= IMMANG" 9Wt - f� Ilii = MULUON5 RATED iN THESE CHART'S MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION AR ANGEM NTS WIDTH (W) = Wi 4 Wz z MULLIONS HOM MAL muu_ N „'� Ptroouor `: i L MULLION SPAN q, MARIO 2012 m%aw I F� h IRS �n0 "i' WWF Z i Z Q W m 24i� zn i Z J ri e I$: drawing no. M04-05 1/4' MTI KM CON a 1-3/B' Mai. WOW PERETRAYM R CLIP (t ON EAOH WM) 1-3/4" MN. MW 'GiST. ANCHOR CUP Wood am OR D STRUCTURE 1/4' HILT KWIX CON 9 1-3/B" Mai. WOOD_PppRA " V NG CUP 1/4' HILTI KWaI CON a 1/4' NLTJ KW ON a 1-3/4' MN. 1-1/411mm I= MASONRY OK Z" )OWN 1--t/4' UK EMBED m'U EDCE DIST. PER (2 ON ECH WINO) .Ix. ANOLi • V. A •Mai. t • . ' • A .• v �3i I I LZ a --__ _--- 1vim emlay1 I FLOATING CLIPqy 111 Y�x 2 X t " i 1 2 PF�t AKS E { { { { 1-3/4' O.C. MM, { { 1/4' MTI KM CON a 1-3/B' Mai. WOW PERETRAYM R CLIP (t ON EAOH WM) 1-3/4" MN. MW 'GiST. ANCHOR CUP Wood am OR D STRUCTURE 1/4' HILT KWIX CON 9 1-3/B" Mai. WOOD_PppRA " V NG CUP PRODTTCTTtEYlST3D 4 W ALL Cm TO nt SMUG INTO TUBE MUU.IOIvs. TAMAIS NAY SE HEX OR FLAT MEAD. -ben MW AHMAD I C.ANC' 036 n �' drawing no. MA Z 8 2012 M04-05 sheet 5 of 7 �v 1/4 1 M CON a 1-3/4" 1-144EMBDIO 1/4' HaT KTCON a 1-1/4' IN. INTOMASONRY PER (2 ON ECH WINO) .Ix. 22PANGLE A •Mai. t • •. ' • A .• v �3i LZ a � i 1 �.------------- .� 18Y WOOD BUCK 1 1 t10ATiNG CUP{ {'' I 2 x 2 ALUM ANtii.(: dl 1 I I 1 I I t { i14 SMS J I O 1-324. 0.C. MAIN. { { of FpR 3" TUBE 2-3/4' O C MN. Q Fit ALL OTXER TUBER N 1/4" HILT KWK CON a 1/4" HILT KWDf CON a y 1-3/B' MLN. STOOD PENETRATKIN t-3/0' MIL, WZ PENETRATION 1" MIN. 1` Mai. 4 PER CLIP (2 ON EACH WMO) 2 PER ANW.E WT. g n-�iI•uW1 nMn pp t I g . z�� Q Xi p _----- ----- 2BY WOOD BUCK { { "ONO CLOP i i 1 1 2 x 2 x 1/8' ALM( ANGLE � (U x�S I I I Wm STRIx.•Ri1E 1 1 i 1 g 4 SO 2 P�11 ANGLE { I N i t i I 1-31V N 3' TUSE � ..._ PRODTTCTTtEYlST3D 4 W ALL Cm TO nt SMUG INTO TUBE MUU.IOIvs. TAMAIS NAY SE HEX OR FLAT MEAD. -ben MW AHMAD I C.ANC' 036 n �' drawing no. MA Z 8 2012 M04-05 sheet 5 of 7 MASONRY CO 2E 1/z" MO.SOL • , CLIP i NON CON 'a 1/4Nan W& CON I 1. EMBED RIM MASONRY 1_3/4° MN. N10 MASONRY 1 (1 ON EACH Wa1O) 1 PER ANOLE7 • •, '� •.T Me CLIP 4 SUS 2 PERIANOLE 1-3/4' D.C. MIN. FOR 3" 7UBH Y1, 2-3/4. O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE A ' 3° d1N. MWX CON a —1-3/4' MN. EMBED 900 MASOFIRY 2 PER CLIP (1 ON EACH WNO) X 1 " e � ALL ClJPS TO FR SNUG INTO TUBE MULLtON5. TAPCONS MAY BE HEX OR FLAT HEAD. ANGLES CONNECTED CWCILY TO MASONRY TO BE PROTECTED ' SUCH AS BITUMINQUS RN'OR ►,tet 2 p 2012 draMnng�no. M04--05 a—Od 1/4" MLTI RWIK CON a 1-3/4' MIN. EMBED INTO MASONRY 1/4` Han RYRN CON I 1-3/4° MN. EMBED INTO MASONRY MIR. 3. 4 PER MP(2 ON EACEN. WaXi) 2 IRR MOLE �•• I.' �'�: .t .V.• .' .-°' .� ••' is ,7 MASONRY CONCRM 11 1 1 pT.04TINO CLIP 11 ALUM2ANDlE3° Gl X 3&$�� 1 1 1 I 1 2 PER 1 1 1 t 1-3/4" O.C. MIN. 1 FOR 3° TUB 2-3/4° O.C. MIN. FOR ALL OfliEN WBES 3 SCREWS PER ANGLE ANCHORS TYPE 'AA4'Q a W Z LL m N of 2 7i j 4Ny Z�^ e � ALL ClJPS TO FR SNUG INTO TUBE MULLtON5. TAPCONS MAY BE HEX OR FLAT HEAD. ANGLES CONNECTED CWCILY TO MASONRY TO BE PROTECTED ' SUCH AS BITUMINQUS RN'OR ►,tet 2 p 2012 draMnng�no. M04--05 i p METAL STRUCTURES (STEEL OR AUkd. i/8° MIN. THU STEEL s Fy -36 KS! MIN. ALL1Y�VtIM : 6083-16 MIN. 'S d14 SMS OR PER ARM i j4' TM J 4X2X1 I 1 ALIfY I PER it4 SMS ' i%4° o c W ANCHORS TYPE 'B2' d 14 S M 8. TUBE MULLION CWXmL 010 F.H. B.Y.S. 2/ 5W I 1/8° THICK ALUM 1 LIM, TO FR SNUO INTO MULL= i j TUBE MULLION I I X PER � or O.C. MIN, METAL STRUCTURES (STEEL OR AIM I/W IAN. IN" MSTEEL Fy JB KSI TAN. N : 6m—T6 FAN. S CLIP 4 &A.4 P11ANGLE r O.C. YIN. - FH SMS ER CLIP 1 I i! t.c. emJ. I I I � I j EJAYAD Cwa. 0 t-3/4° X 2° X t/8° (FOR 281; PTtH)lIG'I FoViS1ID ' FLA. P£ 7lD82 3j4° X V K t/8' FOR (i BY p� !EE OJLN.'' A CUT TO FIT SNUG iN W TSE ANCHOR Qff.�LX METAL R �f TO METAL CO MECTION R 2 9 2012 USE CHARTS FOR ANCHOR T%PE '84' TO Vhc M CAPACITY OF CONNECTION SEE SHEET 4 OF 7 FOR ANCHOR CHARTS drawing no. M04-05 r -4 M'® E MIAMI-DADE COONTY� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION ISO T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTAN www.mi mi d / Trulite Window & Door Solutions LC 8130 NW 70 Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the plic I d r lations governing the use of construction materials. The documentation submi leve d accepted by Miami -Dade County PERA = Product Control Section to be used in rami ade unty and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: !Series "Exterior Glazed" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W06-84, titled "Exterior Glazed Alum. Fixed Window. (L.M.I.)", sheets 1 through 5 of 5, dated 12/11/06, with revision C dated 11/18/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. .RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 10-0804.08 and consists of this page 1 and evidence pages E-1, E-2, and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.11-1213.08 LAM . u� uNn Expiration Date: December 13, 2016 Approval Date: February 02, 2012 Page 1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06-84, Sheets 1 through 5 of 5, titled "Exterior Glazed Aluru.: Fixed . Window (L.M.I.)", dated 12/11/06, with revision C dated 11/18/11, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 2 mulled fixed frame windows, O -O configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6600, dated 08/30/11, signed and sealed by Marlin D. Brinson, P.E. (All test reports below submitted under previous NOA #01-0102.05) 2. Test reports on: 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 along with installation diagram of an aluminum arch fixed window (3/16" temp), prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-1174A, dated 10/19/00, signed and sealed by Arshad Viqar, P.E. 3. Test reports on: 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 along with installation diagram of an aluminum rectangular fixed window (3/16" ann), prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-1174B, dated 10/19/00, signed and sealed by Arshad Viqar, P.E. 4. Test reports on: 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94. 3) Water Resistance Test, per PA 202-94 along with installation. diagram of an aluminum rectangular fixed window (3/16" temp), prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-1174C, dated 10/19/00, signed and sealed by Arshad Viqar, P.E. 5. Test reports on: 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 along with installation diagram of an aluminum rectangular fixed window (3/16" temp), prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-1174D, dated 10/19/00, signed and sealed by Arshad Viqar, P.E. Manuel er P.E. Product Contra miner NOA No. 1-1213.08 Expiration Date: December 13, 2016 Approval Date: February 02, 2012 E-1 TruBte Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNUED) (All test reports below submitted under previous NOA #01-0102.05) 6. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94. 2) Cyclic Wind Pressure Loading per SFBC, PA 203-94 along with installation diagram of an aluminum rectangular fixed window (lam 3/16" HS), prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-907A, dated 12/06/00, signed and scaled by Arshad Viqar, P.E. 7. Test reports on: 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 along with installation diagram of an aluminum fixed rectangular window (lam 3/16" HS), prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-1162, dated 12/6/00, signed and sealed by Arshad Viqar, P.E. 8. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94 2) Cyclic Wind Pressure Loading per SFBC, PA 203-94 along with installation diagram of an aluminum fixed rectangular window (lam 3/16" HS), prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-907B, dated 12/6/00, signed and sealed by Arshad Viqar, P.E. 9. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94 2) Cyclic Wind Pressure Loading per SFBC, PA 203-94 along with installation diagram of an aluminum fixed arch window (lam 3/16" HS), prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-916, dated 12/6/00, signed and sealed by Arshad Viqar, P.E. 10. Test reports on: 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 along with installation diagram of an aluminum fixed rectangular window (3/16" ann), prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-1163, dated 12/6/00, signed and sealed by Arshad Viqar, P.E. (Submitted under previous NOA #01-0102.05) 11. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94 2) Cyclic Wind Pressure Loading per SFBC, PA 203-94 along with installation diagram of an aluminum fixed arch window (lam 3/16" HS), prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-917, dated 12/6/00, signed and sealed by Arshad Viqar, P.E. 12. Test reports on: 1) Uniform Static Air Pressure Test, Loading. per PA 202-94 along with installation diagram of an aluminum fixed rectangular window (1/8" ann), prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-915, dated 12/6/00, signed and sealed by Arshad Viqar, P.E. Manuel Per .E. Product Control xa ner NOA No.1 i- 13.08 Expiration Date: December 13, 2016 Approval Date: February 02, 2012 E-2 Trulite Window & Door Sal cions LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 03/02/09 and revised on 12/05/11, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL; CERTIFICATIONS 1. Notice of Acceptance No. 114325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated December 7, 2011, signed and sealed by Javad Ahmad, P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solution, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl., dated 02/03/10 3. Certificate of registration of name change from "Trulite Residential Windows, LLC" to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11, signed by J.W. Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. 5. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.(iransferred from file # 10- 0930.07). 6 Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10- 0930.07). G. OTHER 1. Notice of Acceptance No. 10-0804.08, issued to Arch Windows, LLC dba AWP for their "Exterior Glazed Aluminum Fixed Window — L.M.I.", approved on 11/24/10 and expiring on 12/13/11. 0" A Manuel Per Product Control Exa . r NOA No. 11-1213.08 Expiration Date: December 13, 2016 Approval Date: February 02, 2012 E-3 WINDOW WINIM WIDTH WIDTH L J DOW WIDTH- WINDOW WIDTH wwl _ II —__—� 3 1 I S I I L_ .J WINDOW �WIDTH� WIN, _ DOW WIDTH , WINDOW WIDTH j I 9 ii S / cL)j �WIN�DOW W�IDTH WINDOWWIDTH I WINDOW WIDTH I I ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. F (SUR USE MUNTINS ACE APPLIhy) MAY BE USEEDD rf1 II 11 II 11 II it II 11 tl 11 11 I I _______ ii II II II II II It I II Ili II II Eagr UVAIXIX 4 ti II 7 11 II II II II e II 12' MAX. 8' MAX HEAD/SILL HEAD/SILL CORNERS EXTERIOR GLA7,KD ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FDCED/FD(ED OR FIXED WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BIHUNNG CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BALE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, A WAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/MEIAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF CURRENT FWRMA BLDGG, CODE SECTION 2003.8.4. E RATED FOR LARGE &MALL MISSILE IMPACT HUWREQUIRED. $ Eagr UVAIXIX 4 !R011UCTRBVISBD 7 0 e Rm 100 draaNng no. W06-84 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13OG-04 (3 SEC. GUSTS). SILNX)NE Gil:g DESIGN LOAD CAPACM - PSF SILICONE GE 2800 1/8' MIN. GLA WINDOW DIMS. GLASS TYPE 'A' GLUE TYPE 9Y .090 SISUTIA SAFLD( DIG ANCHORS TYPE 'A' ANCHORS TYPE 'A' ANCHORS TYPE '8' WIDTH LENGTH EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 18-1/e• 26-1/2' W. 53-1/8- 28• 70.0 70.0 0&0 65.0 65.0 850 70.0 70.0 65.0 85.0 950 65.0 70.0 70.0 65.0 65.0 85.0 99.0 7010 70.0 85.0 69.0 69.0 65.0 19-1/8• 26-1/2' 37" 53-1/8• 38-3/8° 70.0 70.0 65.0 650 0510 89.0 70.0 7010 9510 65.0 85.0 6510 63.7 63.7 1 65.0 65.0 85.0 9310 61.5 918 86.0 65.0 65.0 6&0 19-1/8" 26-1/2' 37' 53-1/8" �• 70.0 70.0 69.0 69.0 85.0 6810 700 70.0 85.0 85.0 65.0 65.0' 63.7 63.7 65.0 8310 6&0 68.0 00.2 602 6&0 65.0 18-1/8' 28-1/2" 37" 53-1/6' 8r 70.0 70.0 65.0 6510 65.0 65.0 70.0 70.0 6&0 65.0 08.0 65.0 60.7 80.7 650 68.0 65.0 8&O 04.3 1 64.3 89.0 68.0 ' 19-1/8' 26-1/2 3Y W3-1/01 74-1/4° 70.0 70.0 85.0 85.0 8&0 6510 698 899 8&0 MO 6&0 65.0 47.5 479 &3.0 65.0 BBA 85.0 97.3 57.3 B&O 65.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13OG-04 (3 SEC. GUSTS). SILNX)NE Gil:g SILICONE GE 2800 1/8' MIN. GLA 3/18' H.S. GLASS .090 SISUTIA SAFLD( DIG ANCHORS TYPE 'A' ANCHOR TYPE 'A' ANCHORS TYPR .090 SOLUTIA SAFLEX M PVB INTERLAYER EXT, (+) INT. (-) EXT. (+) INT. (-) M. (+) INT. C-) PYB IMERLAYER 1/8• ANN. (BIBS 70.0 3/18" HS. GLASS SILICONE GE 2800} �- SIUWW GE 2800 L 704 70.0 6&O 85.0 85.0 65.0 GLASS TYPE 'A' GLASS TYPE 'D' Itl2TE: WIDTH AND LENOM DIMFNSIDNS CAN SE ORIENTED VERTICALLY OR FmR OMMLLY AS SHOWN ABOVE DESIGN LOAD CAPACITY - PSF WINDOW DIES. GLASS TYPE 'A' GLASS TYPE $' ANCHORS TYPE 'A' ANCHOR TYPE 'A' ANCHORS TYPR WIDTH LENGTH EXT, (+) INT. (-) EXT. (+) INT. (-) M. (+) INT. C-) 18' 24• 30' 38' 42' 48• 54" so* 68' 72• 24' 70.0 7010 05.0 054 65.0 65.0 704 70.0 6&O 85.0 85.0 65.0 7010 70.0 650 65.0 55.0 65.0 700 70.0 BBA 65.0 65.0 65.0 70.0 70.0 85.0 85.0 8&0 60.0 7010 70.0 6610 650 65.0 65.0 704 70.0 65.0 6510 65.0 65.0 70.0 70.0 65.0 1 650 85.0 65.0 704 70.0 8&0 85.0 65.0 65.0 70.0 700 85.0 88.0 88.0 65.0 18' 24• 30• 36' 42• 48' 54• 60' 88' 72' 38' 70.0 70.0 65.0 85.0 8&0 65.0 70.0 70.0 65.0 65.0 $5.0 88.0 70.0 70.0 65.0 65.0 05.0 85.0 85.5 868 6&0 65.0 85.0 85.0 65.8 65.5 65.0 65.0 65.0 65.0 65.5 608. 65.0 6510 65.0 6510 658 088 85.0 88.0 65.0 65.0 058 658 60.0 85.0 85.0 65.0 58.4 8&4 86.0 $5.0 65.0 68.0 49.7 49.7 8410 04.0 65.0 65.0 16" 24• 30• 38' 42" 48• 1' BO" Be 72° 48" 70.0 70.0 OSA 60.0 65.0 6510 70.0 70.0 65.0 6510 6510 8610 7010 70.0 85.0 05.0 68.0 6510 6510 659 05.0 650 65.0 80.0 58.2 562 85.0 65.0 65.0 6510 49.1 49.1 65.0 60.0 60.0 65.0 49.1 49.1 65.0 65.0 65.0 654 49.1 49.1 60.0 8010 05.0 6510 61.7 61.7 05.0 65.0 54.0 54.0 65.0 85.0 15• 24` so' 38• 42" 48" 84' 60• 88' 72' BO" 70.0 70.0 60.0 65.0 65.0 05.0 70.0 7010 85.0 88.0 8&0 0510 70.0 7010 6&0 Bao 65.0 8010 BBA 659 05.0 65.0 65.0 65.0 $82 562 63.3 83.3 65.0 85.0 49.1 49.1 6010 00.0 60.0 6510 882 58.2 85.0 85.0 579 07.6 80.4 80.4 57.6 87.6 60.4 6D.4 - - 49.4 49.4 60.4 80.4 18' 24" 30" 36' 42' 48• S4• 80' M° 70.0 7010 650 65.0 65.0 65.0 70.0 7010 0510 68.0 65.0 65.0 02A 52.0 65A 65.0 65.0 65.0 49.7 49.7 84.0 84.0 65.0 65.0 88.1 58.1 054 68.0 5410 54.0 6510 68.0 512 51.2 68.0 65.0 49.4 49.4 60.4 60.4 18• 24° 30• 30• 42" 48' 54' ( - 84° i - 7010 -70.0 - 65.0 65.0 65.0 8510 70:0 - - - 70.0 6510 188.0 8810 85.0 502 50.9 6510 65.0 65.0 8&0 61.1 61.1 65.0 8&0 549 54.9 05.0 8&0 - - 50.4 80.4 6510 8&O 47.2 47.2 55.0 65.0 Itl2TE: WIDTH AND LENOM DIMFNSIDNS CAN SE ORIENTED VERTICALLY OR FmR OMMLLY AS SHOWN ABOVE DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B' ANCHORS TYPE 'A' ANCHORS TYPE 'A' ANCHORS TYPE '6' WIDTH LENGTH EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 18' 24• 30• 38" 4Y 48" 98• 70.0 70.0 85.0 650 650 65.0 668 86.8 65.0 85.0 68.0 550 47.2 472 05.0 88.0 65.0 65.0 59.1 59.1 68.0 654 82.7 52.7 88.0 85.0 - - 48.0 480 65.0 65.0 18' 24' 30' 30• 4Y 108• 70.0 7010 1 68.0 65.0 1 85.0 680 70.0 7010 65.0 65.0 65.0 65.0 - 65.0 5510 65.0 65.0 - 57.8 57.8 85.0 65.0 51.1 $1.1 65.0 88.0 16' 24" 30" 36" 114° 62.2 822 65.0 0&0 65.0 05.0 822 022 65.0 6&0 65.0 85.0 8610 65.0 68.0 85.0 80.0 80.0 88.0 65.0 18• 24' 30° 36" 120° 55.6 55.8 55.0 65.0 65.0 65.0 SS9 55.8 65.0 650 88.0 65.0 65.0 65.0 68.0 650 56.8 56.8 65.0 65.0 18' 24• 30` 137 44.6 44.6 88.0 65.0 65.0 65.0 65.0 65.0 65.0 88.0 65.0 6810 85.0 8510 t8' 24` 30• 144• 39.2 392 85.0 850 65.0 6510 85.0 85.0 65.0 88.0 64.3 64.3 65.0 6810 Itl2TE: WIDTH AND LENOM DIMFNSIDNS CAN SE ORIENTED VERTICALLY OR FmR OMMLLY AS SHOWN ABOVE TYPICAL ANCHORS TYPICAL ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANTS: FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH SILICONE SEALANT. MIAMI-OADE COUNTY APPROVED MULLION Na MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS: SEE ELhv. FoR sPAax a TYPE -A'- s311W DIA TAPCON BY 'DtY (r—i2O KSI, Py -92 Kq) 3/18" DIA. ULTRACON BY 'ES,CO%Fw177 KSI, Fy-IN KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MIN. PENETRATION INTO WOOD THRU 16Y BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MAGONRY DIRECTLY INTO CONIC. OR MASONRY ' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4' DIA. TAPCON BY 'DW (Fu -12a KB, Fy-92 aha) 1/4" DIA. ULTRACON BY 'ELCO(Fu-177 KSI. "m KSQ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/B" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16' DIA. TEKS OR SELF DRILLING SCREWS (Mfoz 5 CRs) INTO METAL STRUCTURES STEEL : 12 QA. MW. (Fy = 36 KSI MIN.) K. ALUMINUM : 1/8" THMIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 910 SMS OR SELF DRILLING SCREWS (OWE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) Ed - ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-1/4' MIN. INTO WOOD STRUCTURE = 9/18' MIN. INTO METAL STRUCTURE - 1/2' MIN. CONCRETE AT HEAD, SILL OR JAMBS Po - 3600 PSI MMI. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MRN. —2 wilhthe Molh OAN. .I Nm - - m N drawing no. W06-84 4%U z P 08 o IL IZ h 333 a W� 0 1/4' Si9M fi MAX. 1/4" MAX. (� SEMS g C D.L. OPG. 1/4' MAX. 5 URE WOOD SHIM R TYPICAL ANCHORS WOOD 3 s'o PD,DR _ TYPICAL ANCHORS .. _..._.. r. =:._. _. _ ._... _.._.._.._.._.. .:—.._.._.., .. .; _..�- — — FOR SPACING � -- :_:._..; . _:_..... ._.._,_;._.._.._.,_.._. .......................... ,._.._..r. ......... — o M lq 1 EXTERIOR TYPICAL ANCHORS 3 SEE ENIWINDOW WIDTH o FOR SPACING looms APPRRADE COUNTY C y� APPROVED MUWON 3$ & MULLION ANCHORS TYPICAL ANCHORS SEE SEPARATE NOM SEE ELEV. o �y FOR SPACING Willyg 3 171a �a<mo • FJ�gr: JO A � •a WINDOW WIDTH WINDOW WIDTHE 0 PRODIICI'RBV1 N \ $Y Fl CAA M. BaUdftCoftNO — drawing no. tips\ W06-84 Q, � ahaet 4 of 5 I.96R 9 o� V TYP. 1A49 .799 .—IC O 775 WINDOW FRAME h Og m SQ¢@ WELDED JOINT 4, WELDED JDwr AT ENDS i GGG AT ENDS �1 O 4 _1 d. CIRCULAR WINDOWS � OPTIONAL CORNER rj c� 3 o z o I x cobAA I RECT. OR SQUARE WINDOWS TYP CORNER MAILS 9 i gamci CML'• PRODUCT R6VISBD j FM PE 7M B �withdbP�rfda IL, 12 q�v drawing no. W06-84 sheet g of g ITEM NO PART QUANTITY OSSCRTPTTON MATffiUAL MANE./30PLffit/9Sl4ARR8 7 YE --60 4 WBOXWY FRAME ALUiONUM 8083-T8 3 - AS READ. GIAZPIO COMPOUND SILICONE GE -2800 4 g8 X t' 12/ CORNER FRAME ASSEMBLY SCREWS - M®D1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mt i ova ray Trulite Window & Door Solutions, LLC 8130 NW 70 Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 111400 Impact View" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W01-52, titled "Series -1400 ImpactView Alum. Casement Wdw. (L.M.IX, sheets 1 through 7 of 7, dated 08/08/01 with revision H dated 12/23/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-0222.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. iwrtt�e rtr NOA No. 12-0118.25 JA ..., Expiration Date: October 25, 2016 Approval Date: March 15, 2012 / Page 1J Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W01-52, Sheets 1 through 7 of 7, titled "Series -1400 ImpactView Alum. Casement Wdw. (L.M.I.)", dated 08/08/01 with revision H dated 12/23/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Load Static Air Pressure Test, per SFBC, PA 202-94. 2) Large Missile Impact Test, per SFBC, PA 201-94. 3) Cyclic Wind Pressure Loading Test, per SFBC, PA 203-94. along with installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory report No. FTL-3762, dated 06/10/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #07-1018.06) 2. Test reports on: l) Uniform Load Static Air Pressure Test, per SFBC, PA 202-94. 2) Large Missile Impact Test, per SFBC, PA 201-94. 3) Cyclic Wind Pressure Loading Test, per SFBC, PA 203-94. along with installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory report No. FTL-3758, dated 04/01/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #07-1018.06) 3. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94. 2) Uniform Load Static Air Pressure Test, per SFBC, PA 202-94. 3) Water Resistance Test, per SFBC, PA 202-94. 4) Forced Entry Resistance Test, per AAMA 1302.5. 5) Large Missile Impact Test, per SFBC, PA 201-94. 6) Cyclic Wind Pressure Loading Test, per SFBC, PA 203-94. along with installation diagram of an XX configuration 76" wide by 76" high aluminum casement window glazed with 5/16" HS Safrex, prepared by Fenestration Testing Laboratory report No. FTL-2954, dated 10/10/01, signed and sealed by Luis Antonio Figueredo, P.E. (Revised marked -up drawing was submitted on September 26, 2001) .(Submitted under previous NOA #01-08147.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 05/06/09, 09/03/10, and updated on 01/04/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM El 300-04 Manuel z, P.E. Product Contra Elminer NOA No. 0118.25 Expiration Date: October 25, 2016 Approval Date: March 15, 2012 E-1 Trulite Window _& Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105/11, expiring on 05/21/16 2. Notice of Acceptance No. 07-1116.11 issued to Saf-Glas, LLC for their "SAF -CLAS Polycarbonate Laminate", dated 12/27/07, expiring on 12/16/12. 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated January 4, 2012, signed and sealed by Javad Ahmad, P:E. 2. Laboratory compliance letter for Test Report No. FTL-3762, issued by Fenestration Testing Laboratory, Inc., dated June 19, 2003, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #07-1018.06) 3. Laboratory compliance letter for Test Report No. FTL-3758, issued by Fenestration Testing Laboratory, Inc., dated April 10, 2003, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #07-1018.06) 4. Florida Dept of State, listing of Tmlite Window & Door Solutions, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl., dated 02/03/10. 5. Certificate of registration of name change from "Trulite Residential Windows, LLC" to "Trulite Window & Door Solutions, LLC" issued by State of Delaware on 10/28/11, signed by J.W. Bullock. 6. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. 7. Florida Department of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Florida, dated 01/22/10. 8. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC. G. OTHER 1. Notice of Acceptance No. 11-0222.03, issued to Arch Windows, LLC dba AWP, for their Series "1400 Impact View" Outswing Aluminum Casement Window - L.M.I., approved on 04/14/11 and expiring on 10/25/16. Manuel Per .E. Product Control E m er NOA No. 12- 8.25 Expiration Date: October 25, 2016 Approval Date: March 15, 2012 E-2 SERIFS -1400 IMPAGWIEW ALUMINUM CASEMENT WMDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS, ALS COMBINATIONS OF CASMT/CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING MGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT U[MrrED TO STEEL/MET'AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 4 OR 8 AVER OF RS AT HEAD & SEL SEE CHART ON SHEET 2 FOR CAPACITIES Z 11 1/4' 12 3/4' �/� . 2 1/2' HEAD/SILL � 8 h YYY � p1 �h BUTT HINGES OPTIONAL _= WINDOWS UPTO 38-3/8 RMUM 2 HINGES ONLY fl $ 311 7/8' MAX. WWDOYIS UPTO 38° HE $ "' i REQUIRE IATCH ONLY 33 D.L. OPG. 38 3/4' MAX. VENT WIDTH Go 2 THESE WINDOWS ARE RATED FOR TARGE & SMALL MISSILE IMPACT. SHUTTERS AGE NOT REQUIRED. LAMINATED GLASS LARGE MISSILE IMPACT mom=92 av,..*fnBRawm d8 BAS No Date !b 241 By drawing no. W01-52 D28I9N TOAD CAPACLM - PSY FOR ( X ) 8!268 9D4OOif DIM0. _:'PItP&9; 'O' 8 b'' OLA89 TYPE 'D' We" DD®. ..61.689 TYPES 9688 Tres MASS TYPES maw TYPB '8'. 'C a b' '2' l;'. 'C a 'D' B' W871H HEIGHT EXT.(+) .1M{-) E%T.(+) I 1M.(-) WIOD1 HMW EXL(+) 1Nf.(-) ETR.(+) 1M:(-) E7ff.(+) IW4-) EXL(+) 78-1/8' 28-1/2' 3Y TSA 78.0 88.0 BSA 37' 83-t/8• 74' (3) 79.0 75.0 8&0 8&0 78.0 7&0 8&0 8810 75.0 T6.0 88.0 8510 78.0 7810 WA 88.0 76.0 no 8510 85.0 MO 78.0 BSA 85.0 7810 7810 BBA 8810 7510 75.0 G&O 60.0 18-1/8' 28-1/Y 37' JB 8&0 (4) 7&0 MO &910G.065.0 37• 53-1/B° 74• /8 ()° %A 7810 e&0 6510 7310 7610 88.0 OU MO MO G.0 75A 7&0 S.0 6&0 75.0 75A 95A 65.0 7510 7510 6810 6510 1 73.0 73.0 BBA 65A 75.0 78.0 05A SU 78-1/8• 28-1/Y 37° (6) no 75A 83.0 68.0 37' 83-t/8• 74' 50-5 (5)• 7610 8.0 78.0 S&O 65A 7 78.0 86.0 6&0 7&c- 7310 8810 GSA 7510 7610 6810 6510 75.0 78.0 85.0 9&0 7610 7510 6810 85.0 88.2 63.2 8&0 8510 7510 7510 BBA Mo 18-t/8° 28-1/2' 3Y � 7810 7510G8.0 BSA 3Y 83-1/8• 74• (r 75.0 7310 6&0 6510 75.0 7&0 8510 650 7810 7810 BBA BSA 73.0 no 6510 85.0 75A 7510 GILD 6810 7810 7&0 - - 62.4 62.4 - - 7810 7&0 18-1/e' 28-t/2' --37'- -_ 74-t/a• 7510 7510 6310 6510 37• 53-1/8• 74' 74-1/4• (7) 7&0 Tao 654 OSA 75.0 7&0 8810 86.0 7&0 7810 - - 51.9 61.9 - - 87.0 8710 --75.0-. -75.0 - - - 1 44.4 44.4 80.8 ao.6 12*-. 13' 24° 30' 38' 38' - 2a• (3) 76:0- 7SA 88.0 8510 24' 38' 48' o9' I 7Y 76' 24• (3) 7510 75A 8810 6510 7810 7&0 MC MO 76.0 MO 8510 6510 7310 T&0 8610 864 7810 no 6810 68.0 MO 78.0 0810 1 85.0 7810 75.0 1 OSA 86.0 7510 750 oao 85.0 7310 75.0 OLA S&O no 70.0 1 68.0 6510 7610 MO SA 6510 7&0 76.0 6&O OLD 75.0 no 1 W.0 654 MO 7510 8510 0&0 75.0 78.0 6510 Bao 7510 6810 85.0 78.0 7810 0510 850 12' 18' 24• 30• 36• 35' N. (3) 7310 7&0 86.0 6&o 24' 38' 48• Go• 7Y 78' 38' (3) 73.0 7810 65M 850 7810 7&c- 88.0 6&O 75A 750 8&0 88.0 7&0 784 8810 OLD 7510 750 85.0 68.0 754 7510 BBA 6&0 7&0 no -6810 BSA TSA 7&0 6510 6510 754 MO S.0 66.0 MO no 6a0 6510 MO no SLO 0&0 70.7 70.7 BS.o 88.0 70.7 70.7 SILO 0&0 70.7 70.7 68.0 6510 689 9&8 eao O.0 66.8 a" 65.0 850 68.9 6&9 GA 65.0 tY 18' 24' 30' 38" 38' 48• (4) 75.0 MO 86.0 8&0 24' 38° 4ti 80' 72' 78' 48' (4) no 73.0 65A SA 7510 78.0 0810 88.0 no 78.0 8&O 86.0 Tao 7&O eu 6510 7510 no 6&0 8&o 78.0 7510 65.0 LA 7510 TSA 68.0 85.0 Tao 7&0 Bao 0&0 70.0 75.0 83.0 650 7810 78.0 0810 B&0 no TSA 88.0 6510 707 70.7 60.0 08.0 7&7 70.7 88,0 S.0 7&7 7&7 e.0 8610 f o89 0&9 88.0 6&0 BBA 05.6 65.0 MO 86.9 BBA 8810 6510 12 18' 24• 30' 38° 38' 1• (5) MO 7810 86.0 65.0 24' 3G' 48° 60' 72• 76• GO' (5) MO no MG 884 MO 7510 9a0 6&0 70.0 76.0 8510 8610 7610 7810 B&0 8&0 78.0 7&0 8&0 85,0 78.0 75.0 85.0 BSA MO 75.0 OLD 8&O 75.0 76.0 85.0 850 7a0 TSA 8&0 68.0 --MO B78 8710 mo Bac- T&0 7&o 8510 BB.o Tal Tal - - W.55&5 7a7 70.7 - - 68.8 889 - - 53.6 639 SO 889 12' 18' 24' 30' 36' 30• 7Y (B) Tao 7310 654 0a0 24' 30' 48• GO' 7Y 76' 7Y (6) 7&0 7810 BSA 0&0 no 7510 6&0 G.0 MO 78.0 08.0 65.0 7810 7510 8&O 65.0 70.0 7610 61L0 88.0 7&0 76108&0 80.0 70.7 70.7 G&0 8&0 78.0 7&0 OLD 864 78.0 7810 - - 888 665 - - 68.3 88.3 - - 70.7 7&7 - - 47.1 47.1 - - 87.1 57.1 - - 689 889 - - 44.8 44.6 - - 54.8 54.9 12' 18• 24• 38' ..-78' -. =7810 7&0 7&0 6510 MA 24' 38• 48• W. 7Y 76' C4 7810 no 88.0 B&O 7510 7810 G&0 OU 7810 78.0 GIA 8&0 78.0 1 75.0 654 B&0 Tao 75.0 B&0 = Tao Bao 8810 88.9 88.9 6&0 BSA 68.4 8&4 65.0 6510 - 63.9 63.8 - 88.0 S&0 no 7810 - - 44.8 44.9 ( )-- NO. OF ANCHORS PER JAMB ( ) - NO. OF ANCHORS PER JAMB HEAT STRDM GLASS -.013' URETHANE ADHESIVE .070' WIERIAYER *SW-OLAS' POLYCARBONATE BY 'SECURITY WACT GLASS' B 1 �015' URETHANE ADHESNE rt/8' HEAT STREWD GLASS s CLASS TYPE 'C' x3/15• ANN. GLASS GLASS TYPE 'D' - YH-84d BY 'SURFACE SPECIALTIES' u s 3/10' ANN. CLASS SILICONE !. GE 2800 NOTE; c i! V GLASS CAPACITIES ON THIS SHEET ARE a 5 E 4 ! 1! BASED ON ASTM E1300-04 (3 SEC. GUSTS) !! !! AND FLORIDA BUILDING COMMISSION ii!DECLARATORY STATEMENT DCA05-DEC-219 s I: Eu6r. JAW, PRODUCT' REVISED G FIA.•PEM70982 'OBaaSplyl�a41h1he P6oa(d6 caH. T3aildiilg CA*GLASS TYPE 'E' I No 1 x 26(2 By rlodwdrowklg no. GLAZING OPTIONS W01-52 6hM 2of 7 I 1/8' HEAT STREWD GLASS ��V I 090 PV8 INTERLAYER Z y SAFIEX/IGW-SAFE MAXO/UM Z BY SOlmw S(F$yRi 1/8' HEAT STREWD GLASS SWCONE GE 2800 4 fY ua. n O as IN GLASS TYPE 'B' O_ 1/8' HEAT STREWD GLASS .120 WIERIAYER UVEKOL LIQ REMN ! BY '�1IiFACE SPECIALTIES' g L's 1/8' HEAT STRET4'D GLASSSILJCON pag �7 SQ GE 2800 [S 10 10 Q) M 4 ^� •i I GLASS TYPE 'D' - YH-84d BY 'SURFACE SPECIALTIES' u s 3/10' ANN. CLASS SILICONE !. GE 2800 NOTE; c i! V GLASS CAPACITIES ON THIS SHEET ARE a 5 E 4 ! 1! BASED ON ASTM E1300-04 (3 SEC. GUSTS) !! !! AND FLORIDA BUILDING COMMISSION ii!DECLARATORY STATEMENT DCA05-DEC-219 s I: Eu6r. JAW, PRODUCT' REVISED G FIA.•PEM70982 'OBaaSplyl�a41h1he P6oa(d6 caH. T3aildiilg CA*GLASS TYPE 'E' I No 1 x 26(2 By rlodwdrowklg no. GLAZING OPTIONS W01-52 6hM 2of 7 LOCATION OF ANCHOR CLUSTER. AT IMPOST AT XX WINDOM ONLY 2 PER HINGES-I'�AI a 0 W 7-1 ^a a1 • •�TQI�e a aou `TYPI :AL ANCHORS SEE ELEV. FOR SPACING r4% I—DADE COUNTY APPROVED JON & MULLION ANCHORS SEPARATE NOA #12 SMSJ TYPICAL AICIC SEE ELEV. FOR SPACI WOOD BUCKS AND METAL STRUCTURk NOT BY TRULTTE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS] SEE ELEV. FOR SPACING d" TYPICAL ANCHORS: SEE ay. FOR SPACING 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN, EMBED INTO CONC, OR MASONRY A14 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083—TS MIN.) (STEEL IN CONTACT WM ALUMINUM TO BE PLATED OR PAINTED) J12 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090' (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-3/4" MIN. INTO WOOD STRUCTURE = AS SHOWN INTO METAL STRUCTURE = 1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT: , Ener. JAVAD IAD A PRODUCTREVISED ' IAM ""mamwimvAthawFlodk IN J, •0 9 [B1j drawing no. W01-52 sheat 3of 7 ANGLES Q s AT ir 1/4" SIGM AND AT , `,a " - SEPARATESHIM M"l—DADE COUNTY MAIL PER SEE © wow «SEE ELEV. FOR SPACING --JEJ7 9 'WOOD SUCKS TYPICAL ANCHORSo EXTERIOR© o EXTERIOR D.L. Opo. WINDOW WIDTH WINDOW WIDTH VENT WIDTH WINDOW WIDTH SEEELEV. _ WINDOWS FOR SPACING TYPICAL /. ANCHORS SINGLE VENT SEE ELEV. FOR VA. SHIM ' o o lull ©11�fl WOOD BUCKS o gy STRUCTURE SEE ELEV. FOR SPACING TfPKX ANCHORS�1��,.�i� �� . .�� . ••"'/�1i��1i ��4�� '111' =10JIT ," VENT >,E1 .. WINDOW WIDTH m `Da rAnCAL ANCHORS r i SEE ELEV FOR SPACING DUAL VENT WINDOWS �uBY NOTE- TYPICAL ANCHO FOR HBHEADDUAILQ)ALT. SEE ELEV. FORR$ SPACING 4,,U INSTALL CLLWER OF ANCHORS AT Up= LINE AS SHOWN TYPICAL ANCHORS toy SEE EUNS. FOR SPACING METAL 07 XZ STRUCTURE MIAMI-RADE BUC*( COUNTY APPROVED MULLION & MULLION ANCHORS 2 SEE SEPARATE NOA I M ON AN4 ---------- ALTERNATE #72 I INGE 8 TYP M.L ANCHORS rd-M ANCHOR!I SEE ELEV. FOR SPACING SEE EM. FOR SPACING yO 1 T/8•X 1/8`2-7/6- =0 ALTERNATEr rT MI2'M.Z'L./. ALTERNATE 1/4- SHIM AND a MIDHEIGHT MAX 0 J1.1 1/2' 1 WOOD mm E ri OR Z § w rf "OR VC. DA- OPG. Ell VENT Wum WINDOW WIDTH VENT WIDTH ALTERNATE z 7YPIrAL ANCHORS SEE ELEY. FOR SPACING PRODUCr RSVISSD ................. ...... ALTERNATE G DETAILS gn 4-0—MWAD ..... ........ A swwbmoub 1 MIN, ]NQ . ....... FLSS qompIyfnSwAhdwFWrWA ....... ........... C - Aa ED EDGE Dde 12052 By NOTFdLnatng no. - FOR SBL DETAIL ®ALT. DISTALL CLUSTER OF ANCHORS AT IMPOST' [W01-52 rfMCAL ANCHORS IN LINE AS SHOWN SEE ELEY. FOR SPACING reFa-t �5of 7� 2.884 2.964 [. V 1.327 1.285 1.327 i.28s `� 1. pp .� .842 .644 882 2.139 Q�• .078 2 1 1 8 7.600 .062 1.800 1YP. .280 ta„ 872Sr C 4.12Q Q FRAME to ALT. FRAME 116 1.12441152- 1.90t.t24 1.152 Xi "l 1.702 1 �L 2.382 LL .082•837 p ,082 t•� V! .348 Q VENT ® ALT. VENT n 4.200 5.587 o p 3• 4.859 1.000 2.188 810 872 .062 1.3/5 .082 1.830 1.000 2.788 1.072 �= ENDDCAPSO ST. STEEL PIN .288•-� .311 O I O $ 9 ® IMPOST ® ALT. IMPOST >4 - O 4.484 4.884 O W n c x 545 $45 0' Fier: JAYAD AHMAD PRODUCT RBYLSEO CIVIL xsoamptytagaghtheSta19tl8 .817 881 .048.755 817 O FICA L. DuDdbv Code .755 tp g *Dde .2� Boa 10 X ibURWG SCREWS Jtt 201Z drawing no. 0 W01-52 ® GLAZING DEAD 0 ALT. GLAZING DEAD BUTT HINGE 9huet hof 7 Trs►t PART 8 gt1At417TY BF�cB7PTLox ffiAT6mAt. nreRP./BDPPLtEe/RRMaL1® 1 1E-7407 4 FRAME 8083-'B IA YE -1421 4 PLT. FRAME 8083 -Ts - 2 YE -1402 4 VENT 8083 -TB - 2A YE -1420 4 ALT. VENT �BS-T8 - 3 YE -7404 1 CENTER Pte[ 8083 -TB - 3A YE -1424 1 ALT. CENTER POST 8083=15 - 4 YE -1403 AS READ. GLAZING BEAD 8083 TS - 4A YE -1408 AS REM. ALT. OIAZ090 BFAD 8083 -TB - 8 B8 % 1' AS REOD. FRAME AND VENT ASSEMBLY SCREWS - - 8 YR -14081P AS READ. BULB wFAI}IFRgIRIPPP1p VDIYL SULIAlAN & SULLNAN 7 YH-820 AS REQ. LEAF WFA7,IERSfR1PP8477 VB7YL SULLNAW 4t 9tAJ.NAN B 1888/31862 2/ VENT 2 BAR HDlOE. AT TOP AND BOTTOM STEEL TRUTH BA YM -00 3/ VENT BUTT F@4GES (ALT. TO BAR H04tiES) - A7TgC,ffO W/ (8) /10 X 1/r FH SCREi4.4 9 YN-1420SEE ELEV. FACE MOUNT LOCK ZA6tAK TRUTH. AT 13-t/2' FROM BOL B 77-t/Y FROM TOP 10 YH-1410 1/ LOQ( LOfDC KEEPER. AT FRAME JAMB FACING LOCK STEEL YALE, AT 13-1/2' FROM 80T. de 17-1/2' FROM TOP 11 YM -1453 1/ VENT ROTO OPERATOR 7AM4K/SIL TRUTH, AT 12" FIK)Y ENDS ,2 IN -1411 t/ CORNER FRAIAE CORNER KEY YALE (7/8' X r X 1/71' % r LONG) 13 m-74� 7/ CORNER VENT CORNER xE.Y DECO 2.884 2.964 [. V 1.327 1.285 1.327 i.28s `� 1. pp .� .842 .644 882 2.139 Q�• .078 2 1 1 8 7.600 .062 1.800 1YP. .280 ta„ 872Sr C 4.12Q Q FRAME to ALT. FRAME 116 1.12441152- 1.90t.t24 1.152 Xi "l 1.702 1 �L 2.382 LL .082•837 p ,082 t•� V! .348 Q VENT ® ALT. VENT n 4.200 5.587 o p 3• 4.859 1.000 2.188 810 872 .062 1.3/5 .082 1.830 1.000 2.788 1.072 �= ENDDCAPSO ST. STEEL PIN .288•-� .311 O I O $ 9 ® IMPOST ® ALT. IMPOST >4 - O 4.484 4.884 O W n c x 545 $45 0' Fier: JAYAD AHMAD PRODUCT RBYLSEO CIVIL xsoamptytagaghtheSta19tl8 .817 881 .048.755 817 O FICA L. DuDdbv Code .755 tp g *Dde .2� Boa 10 X ibURWG SCREWS Jtt 201Z drawing no. 0 W01-52 ® GLAZING DEAD 0 ALT. GLAZING DEAD BUTT HINGE 9huet hof 7 Trs►t PART 8 gt1At417TY BF�cB7PTLox ffiAT6mAt. nreRP./BDPPLtEe/RRMaL1® 1 1E-7407 4 FRAME 8083-'B IA YE -1421 4 PLT. FRAME 8083 -Ts - 2 YE -1402 4 VENT 8083 -TB - 2A YE -1420 4 ALT. VENT �BS-T8 - 3 YE -7404 1 CENTER Pte[ 8083 -TB - 3A YE -1424 1 ALT. CENTER POST 8083=15 - 4 YE -1403 AS READ. GLAZING BEAD 8083 TS - 4A YE -1408 AS REM. ALT. OIAZ090 BFAD 8083 -TB - 8 B8 % 1' AS REOD. FRAME AND VENT ASSEMBLY SCREWS - - 8 YR -14081P AS READ. BULB wFAI}IFRgIRIPPP1p VDIYL SULIAlAN & SULLNAN 7 YH-820 AS REQ. LEAF WFA7,IERSfR1PP8477 VB7YL SULLNAW 4t 9tAJ.NAN B 1888/31862 2/ VENT 2 BAR HDlOE. AT TOP AND BOTTOM STEEL TRUTH BA YM -00 3/ VENT BUTT F@4GES (ALT. TO BAR H04tiES) - A7TgC,ffO W/ (8) /10 X 1/r FH SCREi4.4 9 YN-1420SEE ELEV. FACE MOUNT LOCK ZA6tAK TRUTH. AT 13-t/2' FROM BOL B 77-t/Y FROM TOP 10 YH-1410 1/ LOQ( LOfDC KEEPER. AT FRAME JAMB FACING LOCK STEEL YALE, AT 13-1/2' FROM 80T. de 17-1/2' FROM TOP 11 YM -1453 1/ VENT ROTO OPERATOR 7AM4K/SIL TRUTH, AT 12" FIK)Y ENDS ,2 IN -1411 t/ CORNER FRAIAE CORNER KEY YALE (7/8' X r X 1/71' % r LONG) 13 m-74� 7/ CORNER VENT CORNER IMPOST COPING OID VENT CORNER nA. PE cax J 2012 Ei= draw(ng no. W01—U MIAMb�E ®MIAMI-DADE COUN'T'Y PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) , www.mlonildode.gtv/nern/ Trulite Window & Door Solutions, LLC 8130 NW 70 Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer- will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1800"Aluminukm French Doors w/ wo sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. W01-64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.I.)", sheets 1 through 15 of 15, dated 09-17=01 last revised on DEC 08, 2011, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.; bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant � Limitation: 1. SHW is integral part of sin le door application, door not to exceed 39-1/2W X 84"H and Max DP=+/ -65 psf. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been -filed and there has been no change in the applicable building code negatively affecting the.performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 10-0930.07 (former Arch Windows, LLC dba AWP) and consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. t COUN NOA No 11-1209.02 r Expiration Date: January 03, 2017 Approval Date: January 26, 2012 \� Page 1 ,. Trulite Window & boor Solutions°. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 10-0930.07). 2. Drawing No. W01-64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.1.)", sheets 1 through 15 of 15, dated 09-17-01 last revised on DEC 08, 2011, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 10-0930.07/09-0316.05) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 Along with marked -up drawings and installation diagram of an OXO aluminum Outswing door, prepared by Fenestration Testing Lab., Test Report No. FTL-5701, dated 11/13/08, signed and sealed by Carlos S. Roinda, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 Along'with marked -up drawings and installation diagram of Single Outswing door w/ SHW, prepared by Fenestration Testing Lab., Test Report No. FTL-5675, dated 09/11/08, signed and sealed by Carlos S. Roinda, P. E. 3. Additional Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of an aluminum French Door w/3 -point lock, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL-3389, dated 6 /25/02, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #06-1229.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 Along with marked -up drawings and installation diagram of double Outswing aluminum French Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2682, dated 7/12/01, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA #03-0805.07 Yale Ogron Mfg. CO) C. CALCULATIONS 1. Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated 11/15/11, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 03/10/09 and last revised on Jan 05, 2011, signed and sealed by Javad Ahmad, P.E. (transferred from file # 10-0930.07). 3. Glazing complies w/ ASTME-1300-02 & -04 Ishaq I. Chanda, P.E. Produet Control Examiner NOA No 11-1209.02 Expiration Date: January 03, 2017 Approval Date: January 26, 2012 E-1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex clear & color interlayer", expiring on 05/21/16. 2. Notice of Acceptance No. 07-1116.11 issued to Saf Glas, L.L.C. for "SAF GLAS Polycarbonate Laminate", expiring on 12/16/2012. E. STATEMENTS 1. Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated 11115/11, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/03/10, signed and sealed by Javad Ahmad, P.E. 3. Statement letter of compliance, part of the above referenced test reports. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. 5. Certificate of registration of name change from "Trulite Residential Windows, LLC" to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11, signed by J.W. Bullock. 6. Florida Dept of State, listing dated 02/03/10 of Trulite Window & Door Solution, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. 7. Sales agreement between AWP, LLC (seller) and Arch Aluminum & Glass Enterprise, a Delaware Corp (purchaser) dated Jan 14, 2010, signed by Leon J. Silverstein and Wm, Robert Wright, respectively. (transferred from file # 10-0930.07). 8. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10-0930.07). 9. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.(transferred from file # 10-0930.07). 10. Statement letter dated March 25, 2010, issued by Arch Windows, LLC that it has purchased all assets of AWP, LLC effectively Jan 29, 2010, signed by Leon Silverstein, President/CEO (Arch Windows, LLC)(transferred from file # 10-0930.07). 11. Asset purchase agreement dated 11/01/06 among AWP, LLC (Buyer) and Yale Ogron Windows & Door Inc. (seller), signed by Leon J. Silverstein and Manny Valladares, respectively(transferred from file # 03-0805.07). G. OTHER 1. This NOA revises & renews NOA # 10-0930.07, expired on January 03, 2012. 2. Certificate of name changes and State of Florida listings. 3. Test proposal, dated 06-14-00, 09-20-01 and 11-06-07, approved by BCCO. Ishaq L Chanda, P.E. Product Control Examiner NOA No 11-1209.02 Expiration Date: January 03, 2017 Approval Date: January 26, 2012 E-2 SERIES 1800 ALUM FRENCH DOOR W/ SOMME3 APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDE LITES. SIDE LI1ES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRIW FLORDA BUILDING CODE INCLUDRW; HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHOR SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATER U RCLUDING BUT NOT LU IED TO SIEWMEIAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF CURRENT FLORIDA BLDG. CODE SECIWN 20113.6.4. 6 3/4' MAX. 37 1/2' MAX. Ii A CB) ii acTlvE 23 7/8' MAX CONCEALED 6 3/4' MAX. FUJSH BOLTS SEE SHEET 6 HEAD/SRL FOR DESCRIPTION CORNERS 71 3/4' MAX. / 610 � 4a a I O 8 � a ACTNE INACTIVE 23 7 8' MAX z ce 34' MAX $ 2 g '� LEAF WIDTH I LEAF WUM TMCAL NATION TYPICAL ELEVATION (X) (XX) SINGLE LEAF DOOR DUAL LEAF DOOR c 9 1)00I3 OPTIONS ommk" � 10 loll � GLASS D.LO. DIMS. AMIi�Nb u-tzo�t.oZ � t"r D.L.O. HEIGHT (DOOR & SIDEUM) = FRAME HEIGHT — 13' D.L.O. WIDTH (X DOORS & 0 PANELS) — FRAME WIDTH — 13.625" D.LO. WIDTH ()0DOORS) _ (FRAME WIDTH - 24')/2 CdW4d3 DOORS/SIDELINES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. ' aviL SHUTTER ARE NOT REQUIRED. W01-64 ahaet 1 of 15 144` MAX. 108• MAX. FRAME WIDTH FRAME WIDTH 8 3/4` MAX. 12' MAX. 12` 12' 12• 12` 3` MAX. Y CORNERSrl Ham/ 3" SURFACE APPLIED 3- 3. FCORNSRL Q FALSE MUNTINSMAY BE USEDK A 3. 3` � It / II ! 11 II u Of H �It - 11. I1I It ® '11111 1 (1 Ii m II ® 1111 o o - 11 1 11 \ u n ===7 It II U C %-II II II C T'll-IF u//m II II 11 II 1 V M AOITVf 1 ACWE 3• �i 23 7/8` 23 7/B" MAX. 3� m 18` 23 7/8` MAX. _ D.L OPO. D.L. OPG, 12 't. $ D.L 6PG. D.L OPG. i, $ 34" MAX 34` MAX. aD � LENT WID'fF1 LEAF WW'fFt LEAF WIDTH 0 TYPICAL ELEVATION TYPICAL ELEVATION ( OXXO ) ( OXXO ) "0Wdt9'WCY�D gyp+ wjM PANEL pM►QrPt, h 1SIDELITE OPTIONS �gy d 4 C0 W LL O't FJ19R.ilAVAD' AHYAD 4 �. aN ti � drawing no. W01-64 sheet 2 oi15 39 1/2' MAX./� �V DOOR FRAME WIDTH ro 1 38 8/8' MAX. 28 1/2• Z LEAF WIDTH WINDOW WIDTH O 8 3/4' MAX 13 4" 28 3/8' e CO ERS Al HEAD/SILL D.L OPG. (FIXED) a S 13 8 1/4' 8• MAX, MNf. HEAD/SILL Q, CORNERS O k h vk7 Q 1/8' ANN. GLASS E4 \ r 14 IL 090 Pv9 INTERLAYER 3AFLEX ma BY 'SOwTw .092• ALUM PANEL 1/8" ANN. GLASS 5/8' THK PLYW000 C, \\ m F� :• o 13 W� GE GE .092" ALUM PANEL GE 2800 GE 2800 �v m ,2 � / M 1VENT WIDTH NOTE- #10 X 1" PH SMS 227-1% 'XBDTH MAX. CLADALYWOOD PANEL SINGLE HUNG WINDOW IS INTEGRAL PART OF THIS DOOR. AT 8" FROM ENDS 33-1/?I HEX91'T wpw DOOR AND 18" O.C. MAX. / X33 FF / O GLAZING DETAIIS / CONc 13 ^ �$ fJl9pytTpL'Kl� �� TYPICAL ELEVATION l 4 ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 4 o_ o .• SINGLE LEAF DOOR WITH S>xRIEB 2600 SINGES HUNG WDW. naso x WINDOW INSERT OPTION nprs. JAS 9, T • g il it ,r rr Q �r 24- O.l. OPG. 28 1/4- HI /4' DOORSroELrtE jFRAME wrorHl WIDTH NOTE 1 GLASS CAPACIIIES ON THIS SHEET ARE ZC / BASED ON ASTM E1300-04 (3 SEC. GUSTS). / AND FLORIDA BUILDING COMMISSION 1 i / DECLARATORY STATEMENT DCA05-DEC-219 1 $ \ C r 1Y��0 (0) ; (x) WtD�E 9= SIDELITE DOOR WIDTH WIDTH WIDTHS WIDTH SIDELITEO iA z LN g 5� Q DOOR SIZE MUST COMPLY EGRESS REQUIREMENTS PER FSC. 2S DOOR FRAME WIDTH xo (oxo) � OO � 3 SWETHE SIDEUTE Z WIDTH DOOR FRAME WIDTH WIDTH POOR FRAME WIDTH o t2 X 01 o ILL Ll LA\IL/i 18' MAX. DOOR FRAME WIDTH ( xx) I DIRECT SET SIDEUTE WIDTH ExrERIOR (X) OR (XX) DOOR ` Oxx ( OXXO) bil FRNdE WIDTH ACTWE rrllybbswtM d�DleflAit - PANEL SIOELITE WIDTH DOOR FRAME WIDTH I � JAVAD AHS j, ��MM q •o B 4\ EXTERIOR (x) OLA. PE A 70tt82'�7. VL ACM INACTIVE CAN. -3838 Dadt a / R / / ` • 9 qp1� drawing no. PANEL SIDEL ITE WIDTH I DOOR FRAME WIDTH I t W01 -64 EXTERIOR ( )jl--heat 4 o115 SINGLE LRAF (It) DOORS 191THOUT 9IDI;WTRS DffiIGN LOAD CAPACITY - PM? DOOR DOOR GIASS TYPS9 FRAME WIDTH FRAME HEIGHT .A. � OR 'D' (INCHES) (INCHES) EXT.(+) PIl'.(-I 311/- es.o BS.o 79 3/4 371/z es.o s5.o 37 1/2 833/4 3/4 95.0 ASSO DOUBLE LEAF' (lam DOORS f117'HODT SIDBLITg9 DESIGN LOAD CAPACITY - PSF DOOR FRAME WB)TFI (INCHES) DOOR FRAME HEIGHT (D1CH6) GLAD TYPRS .A.. 'B' OR b' EM.(+) WL(-) Bo � 3/4 �.o Bs.o 71 S/4 86A 86.0 � 83 3/4 88A B5.0 37 1/2 88A 31 1/Z�3/4 3/4BBA 86A 37 1/2 88.0 DOORSroELrtE jFRAME wrorHl WIDTH NOTE 1 GLASS CAPACIIIES ON THIS SHEET ARE ZC / BASED ON ASTM E1300-04 (3 SEC. GUSTS). / AND FLORIDA BUILDING COMMISSION 1 i / DECLARATORY STATEMENT DCA05-DEC-219 1 $ \ C r 1Y��0 (0) ; (x) WtD�E 9= SIDELITE DOOR WIDTH WIDTH WIDTHS WIDTH SIDELITEO iA z LN g 5� Q DOOR SIZE MUST COMPLY EGRESS REQUIREMENTS PER FSC. 2S DOOR FRAME WIDTH xo (oxo) � OO � 3 SWETHE SIDEUTE Z WIDTH DOOR FRAME WIDTH WIDTH POOR FRAME WIDTH o t2 X 01 o ILL Ll LA\IL/i 18' MAX. DOOR FRAME WIDTH ( xx) I DIRECT SET SIDEUTE WIDTH ExrERIOR (X) OR (XX) DOOR ` Oxx ( OXXO) bil FRNdE WIDTH ACTWE rrllybbswtM d�DleflAit - PANEL SIOELITE WIDTH DOOR FRAME WIDTH I � JAVAD AHS j, ��MM q •o B 4\ EXTERIOR (x) OLA. PE A 70tt82'�7. VL ACM INACTIVE CAN. -3838 Dadt a / R / / ` • 9 qp1� drawing no. PANEL SIDEL ITE WIDTH I DOOR FRAME WIDTH I t W01 -64 EXTERIOR ( )jl--heat 4 o115 SINGLE LRAF (It) DOORS 191THOUT 9IDI;WTRS DffiIGN LOAD CAPACITY - PM? DOOR DOOR GIASS TYPS9 FRAME WIDTH FRAME HEIGHT .A. � OR 'D' (INCHES) (INCHES) EXT.(+) PIl'.(-I 311/- es.o BS.o 79 3/4 371/z es.o s5.o 37 1/2 833/4 3/4 95.0 ASSO DOUBLE LEAF' (lam DOORS f117'HODT SIDBLITg9 DESIGN LOAD CAPACITY - PSF DOOR FRAME WB)TFI (INCHES) DOOR FRAME HEIGHT (D1CH6) GLAD TYPRS .A.. 'B' OR b' EM.(+) WL(-) Bo � 3/4 �.o Bs.o 71 S/4 86A 86.0 � 83 3/4 88A B5.0 77 3/488.0 85.0 85.0 8085.0 3/4BBA al 13/F'95 86A 86.0 SINGLE LEAF (S) DOORS W1TH S.H. INBER'1' DESIGN LOAD CAPACITY - PSF DOOR FRAME NADTH (INCHES) DDDR FRAME HEIGHT (iNCHEs) 6/a" PLY1TooD .082" ALTJM PANEL 31 1/2 � 3/4 86.0 85.0 39 i/2 85.0 85.0 STATIONARY PANEL (0) OR DOORS WITH SH/F&ITf� DESIGN LOAD CAPACITY -PSP DOOR FRAME HEIGHT' (INCHES) DOOR FRAME WIO'OI (INCHES) PANEL SIDEIJTE WIDTH (INCHES) DIRECT SET SI�IJTE WIDTH (INCHES) GL699 TYPES W. '8' OR b' W. (+) INT. (-) 79 3/4 s1 t/z (1c) � � 10 38 42 98 84 98 16 18 18 1B 88.0 88.0 �.0 85A 86.0 �.0 85.0 85.0 B6.0 85.0 37 1/2 (X) 71 3/4 (70() 30 38 42 48 18 98 18 18 86A 86.0 BSA 88.0 85.0 85.0 88.0 88.0 8S S/4 31 1/2 ()Q 80 (XX) SO °� 42 4B 18 f8 18 78 86A 85.0 86.0 88.0 8,4.0 B6.0 88.0 88.0 37 1/2 ()t) 71 3/4 (XX) � � 42 18 18 18 BS.O 86.0 88.0 86.0 88.0 86A 86 3/'% 3t t/z (x) � � 30 � 42 78 to 18 88.0 86A s6.o eso 88.0 88.0 37 1/2 (1C) 71 3/4 ()OC) 30 38 18 18 86.0 88.0 88.0 86.0 I 3 TYPES A, 8 & D r GLAZING DETAM AT DIRECT SET SIDELITE HEAT STREWD GLASS .090 PV9 INTERLAYER SAFLEX BIG BY 'SOLUT t\`IA' 1 r1/8' HEAT STREN'D GLASS #10X 3/4` PH SIMS \\ AT S' FROM ENDS &Gi AND 12-1/2- G.C. TYPICAL gLASS TYPE 'A' HFAT STREN D GLASS 015' URETHANE ADHESIVE .070' INTERLAYER 'SAF -GRAS' POLYCARBONATE BY 'SECURITY IMPACT GLASS' .015' URETHANE ADHESIVE 1/6' HAT STREWD GLASS SILICONE GE 2800 z z t GLASS TYPE 'B' GLAZING OPTIONS A EXTRUDED 1/8' THK AND 7-1/2' LONG TWO—PART ALUMINUM BUTT HINGE (PART No. YH-850), THREE PER LEAF, 11-1/2' FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER UNE AND ONE AT MIDSPAN. z LOCK OPTIONS: DIMON #j 8 STANDARD LOCK SET AND CYLINDER DEAD BOLT DITCH (FOR PRE -FABRICATED LOCK STILE PART No. YE -802, WITH 2-1/8' BORE AND 2-3/8' BACKSET TO FIT STANDARD LOCK SET) KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEAF . MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH V ~ STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2' FROM e a TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS. 8 m rc OPTION i22 MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOOK SET AT ACTIVE a � oil � I a LEAF (FOR PRE -FABRICATED LOCK STILE PART No. YE -837) WITH THROW BOLTS CONNECTED TO MORTISE LOCK SET, ENGAGING INTO FRAME HEAD AND SILL AND KEY OPERATED ON E C THE EXTERIOR AND THUMB TURN ON THE INTERIOR MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH _ STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2' FROM 4 TOP & BOTTOM OF INACTIVE LEAF. 3\s NOTE TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. g am Jd z4j 0. F. g 3/18' HEAT STREWD GLASS 090 PW INTERLAYER SAFL[X ILO 8Y 'SOLUTW' YE -8 ��'I11LIim- YE-635 YE -82a r rLrtMMwM► p 3/16' HEAT SIM'D GLASS SUCIXdE ttL GE 2800 0 i 1 GLAZING ADAPTER OPTIONS E c° S Ems' .1� , n{ CAM. Q__70682JA i5 n GLASS TYPE 'D' '�yQ,t drawing no. W01-64 TYPICAL ANCHORS -- SEE ELEVATIONS 3 4 MIN.FOR SPACING THROWPENETRION " e . . -,...: O P4 W #f0 X 3/4" PH. SMS. AT 4-3/4" FROM ENDS AND 14° O.C. MAX.. TYPICAL W. TYPICAL ANCHORS EDGE 01ST. SEE ELEVATIONS FOR SPACING OPERATING UNITS ANCHORS SPACING TYPICAL ANCHORS SEE ELEVATIONS MR SPACING kV ALTEWTE ALTERNATE : • �1T ,Iavav AI h A AA M C o F� 3 0 FIA. It 70882 TYPICAL ANCHORS - EDCE, DIST. I SEE ELEVATIONS FOR SPACING SPACING TYPICAL ANCHORS SEE ELEVATIONS MR SPACING 601) kV ALTERNATE : • �1T ,Iavav AI h A AA M C o F� 3 0 FIA. It 70882 Igo 3 WOOD BUCKS AND METAL STRUCTURE NOT BY TRULJTE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TRANSFER THEM TO THE } g a AND BUILDING STRUCTURE. g ; GGZ77 drawing no. tE TYPICAL ANCHORS: SEE ELEv. FOR SPACING 11/4" DIA. TAP -CON BY 'Ii W' OR q ,gQ2 LL sheet 8 of 15 1/4° DIA_ ULTRACON BY *E (FU -177 XSI. Fye159 ISI) �j g INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2° MIN. PENETRATION INTO WOOD THRU 19Y BUCKS INTO CONC. OR MASONRY 1-1/4° MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY c^ �S 1-1/4° MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) a:�,y INTO METAL STRUCTURES § ¢ m STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) dl �M ALUMINUM : 1/8° THK. MIN. (6063 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 012 SMS OR SELF DRII L DNG SCREWS Z tfsi INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8-) (NO SHIM SPACE) ao� TYPICAL EDGE DISTANCE—� INTO CONCRETE AND MASONRY = 2-1/2° MIN. INTO WOOD STRUCTURE =1' MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE AT HEAD. SILL OR JAMBS f o = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. $ SEALANTS: I gill FRAME AND LEAF CORNERS. INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. ro =7�UG�:RYJI�Y � m S � �wlMiellwilo $o � � 601) ALTERNATE : • �1T ,Iavav AI h A AA M C 3 FIA. It 70882 3 CAN. •'38383yj } •o r • +:. '� ° TYPICAL ANCHORS a4�t�' SEE ELEVATIONS tl drawing no. EDGE DIST. FOR SPACING sheet 8 of 15 Ile MAX. TWO R `TYPM I1 FO I g10 X 3/4" PH. SMS.- 23 � 1 AT 4-3/4" FROM END 20 8 AND 14" O.C. MAX. OPERATING UNITG 7rPICAL a LOCK OPTION z EXTERIOR . (SEE SHEET 8) . L_ 3 POINT LOCK ON ACTIVE LEAF OPTION � . 7091>i DRS drawing no. WW1 -64 shoot 7 of 15 rMCALSEE Y n OONS PANEL SI ELITE INSTALLATION DETAIL S �4� EDGE DIST. FOR SPACING I Y. -• OIL It o s O /10 X �4° PH SMS awry a AT 4-3/4" FROM ENDS AND 14° o.G. MAx. /10 X a/a° PH = pJ g SWCONE AT 4-3 4' FROM ENDS Q AND 14 O.C. MAX. Xi rfMCAL r<i�••••1111 1/4' 1AAX. SCREWS NOT REQUIRED. O /10 X 3 4 PH. SMS. FOR SIDE VDOOR JAM® SHIM . ' e O AT 4-3/4' FROM ENDS AND 3 J CONNECRON . SILICONE 14° O.C. MAx» TYPICAL �• 17 4 li d i.. j TYPICAL ANCHORSM". = _ E-;,.; _ - - - a . ; SEE SPACING a � FOR SPACING �^ M a f3 e • .' 4J q� j 21 T{ P tM�OB III D.L. Opti. EXTERIOR itis 11 O PANEL SIDELRE WIDTH DOOR FRAME WIDTH li I. FRAME WIDTH R •I 0 SILICONE SILICONE ;� •OZ ALTERNATE 2 ! - en{a JA tD; gHMA 4 g ,�g38 ' . •• a e. ' '. .:•;.... •. t q.': '. � � •� � EDCE Ow. TYPICAL ANCHORS ' `. a TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST. SEE ELEVATIONS FOR SPACING FOR SPACING drawing no. PANEL. SIDELITE UNITS WO1-64 I � eneet $ of15 r(PICAL ANCHORS DIRECT SET SIDELITE INSTALLATION DETAIiG SEE ELEVATIONS ro��li FOR SPACING £Fil go, QQQaQ Ito O 9 ai c a ! SCREWS NGT REOD. 1/r roax FOR SIDELITE/DOGR JAMB SHIM{ .. g ® O CONNECTION 8 O Q 3 M W j j. 31 17 Z I •. s. 4 aDi .. ._.._.. •-•......... -._._ TYPICAL ANCHORS .1 . SEE ELEV.Lei FOR SPACING p' �_il it !i ..•g Is* Mm E7iTRRIOR �., D.L. OPG. 21 7 DIRECT SEf SIDELRE WIOTHDOOR FRAME WIDTH z CHAN OPRONAL FRAME WIDTH it 31 5 rIPI10'YUL'P wli �e/laiA► o S li 4a ,•agr. .WVnv AM1AO! Q + ' F.I.A. PE..B 70892 n .EDGEDIST. TYPICAL ANCHORSEE ELEVATIONS drawing no. FOR SPACING. DIRECT SET SIDELITE UNITS W01-64 shoat 9 of 15 4.000 290 Lasa H1414 •969 •121�8 .070 781 1.240 .780 1547 1 DOOR FRAME HEAD z PRESSURE PLATE 9 SNAP CAP 513 513-1 .718 J772 .973 - '.217 973 L 1514 -� .050 080 12 13 .BSJ 14 1.08 GLAZING CHANNEL EXT. GLAZING LEG INT. GLAZING LEG ) 0 I`-'1 704 a10-24 XX 1'FH. /2" MS. AIM STEE I - JA �READ CUTTING) RI 9 TOP/BOTTOM RAIL 4.138 070 1.834 4.282 M HINGE STILE s LOCK STILE `' 4.189 f_. r.070 ® LOCK STILE (FOR 3 POINT LOCK OP 1 O 0 0 a1 HINGE ASSEMBLY 4=0 1500 L 2.128 5381.490 n SIDELITE FRAME MM PART # REQD. DESCRIPTION MATERIAL MANF./SUPPUER/REMARKS 1 YE -832 1 DOOR FRAME HEAD/JAMB 6063-T8 2 YE -810 1 SID. THRESHOLD 6063 -TB - 2A YE -1820 1 HI -RISE THRESHOLD 0063 -TB - 20 YE -840 1 OPTIONAL THRESHOLD 6083-T8 8 YH-809 AS REOD. SOELITE FRAME 6063-T6 - 6 YE -801 2/ LEAF DOOR LEAF TOP AND BOTTOM RAIL GOW-T8 7 YE -803 1 DOOR LEAF JAMB - HINGE SIDE 8063 -Ts - 6 YE -802 1 DOOR LEAF - LOCK SIDE X83 -T5 - 8A YE -837 1 DOOR LEAF - LOCK SIDE (3 POINT' LOCK) 6083 -Ts - 9 YE -808 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL 8063 -Ts - 10 YE -818 AS READ. COVER PLATE 8063 -Ts - 12 YE -1324 4/ LEAF GLAZING CHANNEL 6083 -TB - 13 YE -838 AS REOD. EXTERIOR GLAZING LEG 6083 -Ts - 14 YE -833 AS READ. INTERIOR GLAZING LEG 6083-T5 - Is YH-823 AS READ. GLAZING GASKET VINYL. DUROMETER 75 SHORE A I8 YH-4004 AS READ. WOOL FIN WEATHERSIRIPMG (:187 X .260) - ULTRAFAS 17 YM -622 AS REOD. BULB WFATHERSIRIPPINO (.198 X .260) Yom DUROMETER 78 SHORE A 19 GU 1/ACTIVE LEAF 3 POINT LOCK MECHANISM (OPTIONAL) S. STEEL - 20 YM -610 AS REW. FLUSH DOLT ASSY. SERIES 1202 ZINC DIECAST 21 YM -650 3/ LEAF BUTT HINGES. AT 11-1/2' FROM ENDS & MIDSPAN ALUMINUM WITH SS PIN 22 YE -805 4/ LEAF PRESSURE PLATE -TIE ROD 8063-T8 2-1/2' LONG 23 YH-83o 2/ LEAF 3/8" DLA THREADED R00 STEEL - 24 YH-818 2/ LEAF 3/8"-18 HEX FLANGE NUT STEEL - 2s YH-641 AS REQO. INSTALLATION SCREW HOLE CAP PLASTIC - 26 YE -842 2/ LEAF FLUSH BOLT GUIDE. 1-1/2' LONG 6063-T8 - 27 YH-666 2/ LEAF FLUSH BOLT ADJUSTMENT PLATE S. STEEL - 28 YM -681 1 PROTECTIVE BOX NYLON - 29 YH-818 1 LOCK SET ASSEMBLY - LEVER OR KNOB TYPES 30 YH-617 1 DEADBOLT ASSEMBLY - - 31 YH-816 AS REQO. INSTALLATION SCREW COVER STRIP 6083 -TB - 32 YH-808 AS REOD. WOEUTE FRAME MULLION 8083-T8 - -7 1.990.no2.610z.12a 1 1 W0 .��H SooSoo 4 .oao I .o7e O� a.000 --d --dl 4.000 STD. THRESHOLD I n HI-RISETHRESHOL.D I 28 OPTIONAL THRESHOLD do Ph$ lTe z pg� y`q�i 04<0 •aI x " � �LL Z arowing no. W01-64 �� R L 02z ' THSTEEL READED ROD PRESSURE PLATE FULL L.ENOTH 2-1/Y LANG �o (a) ge0 x V Lie sees 8 �i a�aa 3/9• NUT AT EACH L7dD 8 a 0� ROD � 0 ® �a o 0 FRAME UPPER CORNER s 6 rm 9 � M� OD 0 DOOR LEAF CORNER oggggy�� M�Ylppl�h{ wNY Ae Flaf84 � m o a (s) Be0 x 1• sees \ eaytr a..L[ewe g o W LL o 9�; -,Ag mm e ate. FIA. PE Y .70982. n Chet 1d39 &FTI4RTOR drawing no. FRAME LOWER CORNER 10 1 W01 —64 sheet } of � $ STARRISS STEEL FLUMBOLT Q `t AWIN6 USIPIATE WITH (2) V .hl COVER PLATE Wr=m eB-24'�M' Q� DOUBLE ROW FIN SEAL LUSH BOLT GUIDE Wr•ATHEWT P AM JUSTAffM PLATE ASSEMBLY LL : I FLAT ALUK Q p E ATracHED Ta SOLES AT AND SHV CONCEALED FLUSH SOLTS (2� gf0-24 POINT UNBEatxrr. EfL Ms � a m *1 TOP FLUSHBOLT ASSEMBLY 8 sl (2=. POINFK TS O mqq p CONCEALED T_f2=0 ALUM. T FLUSH BOLTS ATTACHED TO FRAME STILES AT TOP AND�g+'� 1 1 BOTTOM (mam) ;+'��7 � tl tl tl a O COYER PLATE WITH DOUBLE ROW FDI SFA. /SNa C O W a tl Y WEATHER 4 STAR8M STEEL FLUS iWT : AWUSMM PLATE WITH (2) n Q 88-24 SMS. dpi,, iy FIA PE 7_0592 �� drawing na. EXTMOR W01-64 BOTTOM FLUSHBOLT ASSEMBLY sheet 12 of 15 TYPICAL ANCHORS SEE ELEVATIONSFLU 3 4* MIN. EDO FOR SPACING T= PENETRATION BOLT O P 16 17 art QA Sms 0 a hho ELEV. FOR SPACING & U o o MEEPHOLES; o Wl 1' LONG WEEP NOTCH AT EACH END !28 O Li wt 2W5 15 1 r E —SILICONE GE 1 GE 2BOD 0 X AT %1 4 AND a9vilas '"Juld. I I i ALTERNATE _11 .. RA PE OPERATING UNITS W/ S.H. WDW EDGE DIST. TICAL ANCHORS SEE ELEVATIONS FOR SPACING MOE DIST.SEE WPM ANCHORS EMAMONS FOR SPACING llsheet W01-64 -SINGLE 13 of 15 TYPN 79 LOCK oanoN a (SEE SHEET S) aNa .. Vab i. -,� 4, • 4 a, a a� Do2 drawing no. W01-64 2.220 4 u g 9� .OSS 1�1 fglD .827 1.327 z to FRAME HEAP �i 912 .082 (� h 4g mi 1.437 IQ L—. W 1.082 U. a HIS 4A FIXED RAIL .988 81NG6R HONG WINDOW BMW FOR SM= (i) DOOR 1.1� 1.828 pp N 912 to 5A VENT TOP RAIL ,/" Q xs t�M I 1.582 .OSS 2.563� 3.12b 2.88> 1.125 o .812 1.070 .055 .812 0 $ t .88 I 7®®® 771EOZ � VENT BOTTOM RAIL � (SVENT SIDE RAIL / M —2.174-1 .830 C u u o S 3/4' WEEP NOTCH �+ AT EACH ENO OF 2 SCREEN RETAINING LEG .055-3.027 2.10'4 •083 Egr JAVAD 3.$27 .PTI— FI%1, 70SB2 q 912 p8 915 1.179 - ��T�� tl ,ri 1'617 S.H. VENT CORNER DETAIL �(. drawing no. S.H. FRAME CORNER DETAIL, W01-64 2A FRAME SILL FRAME JAMB sheet 15 of 15 POEM ® PAR4' / REP. Hi�CSIPTION MAT810N. MANE./80PPL1RR/RBMAR89 IA YE -189 1 FRAME HEAD 6083 -TB - 2A YE -167 1 FRAME S01 8083 -TB - 3n YE -,oz 2 FRAME JAMB 8063-T6 - 4a YE -182 , FIXED RAIL 8063-T6 5A YE -151 , VENT TOP RAIL 6083-T6 - 8A YE -188 1 VENT' BOTTOM RAIL 8083-T8 - 7A YE -92 2 VENT JAMB X63 -TS - 8A YB-4 AS READ. GUTZING BEAD ALUMMUM ROLL FORMED 10A - 2/ VENT BLOCK &TACKLE BALANCE - - 11A YH-822 A8 REQD. BULB VDJYI. - SINGLE ROW PVC OUROMETER 76 SHORE A 130. YN-809F AS REM. PB%SCtILEDEI..187 X .280 - F91 SEAL (OOUBLE� 14A YH-BO4 2/ VENT VENT LATCHES NYLON/CEL1X1 AT 11' FROM ENDS 14A4 YH-bib 2/ VENT CAM LOCKS 7AMAK AT 11' FROM ENDS 18A X10 % 3/4' 8 FRAME ASSEMBLY SCREWS CRS PLATED, PH SMS 18A �8 % 1' 2 FIXED RA1l SCREWS CRS CAD PUTTED. PH SMS 17A �8 X 1-1/4' 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PUTTED, PH SMS 18A YH-890 1 REINFORCING BAR (.828 X .3127 STEEL 2.220 4 u g 9� .OSS 1�1 fglD .827 1.327 z to FRAME HEAP �i 912 .082 (� h 4g mi 1.437 IQ L—. W 1.082 U. a HIS 4A FIXED RAIL .988 81NG6R HONG WINDOW BMW FOR SM= (i) DOOR 1.1� 1.828 pp N 912 to 5A VENT TOP RAIL ,/" Q xs t�M I 1.582 .OSS 2.563� 3.12b 2.88> 1.125 o .812 1.070 .055 .812 0 $ t .88 I 7®®® 771EOZ � VENT BOTTOM RAIL � (SVENT SIDE RAIL / M —2.174-1 .830 C u u o S 3/4' WEEP NOTCH �+ AT EACH ENO OF 2 SCREEN RETAINING LEG .055-3.027 2.10'4 •083 Egr JAVAD 3.$27 .PTI— FI%1, 70SB2 q 912 p8 915 1.179 - ��T�� tl ,ri 1'617 S.H. VENT CORNER DETAIL �(. drawing no. S.H. FRAME CORNER DETAIL, W01-64 2A FRAME SILL FRAME JAMB sheet 15 of 15 POEM ® PAR4' / REP. Hi�CSIPTION MAT810N. MANE./80PPL1RR/RBMAR89 IA YE -189 1 FRAME HEAD 6083 -TB - 2A YE -167 1 FRAME S01 8083 -TB - 3n YE -,oz 2 FRAME JAMB 8063-T6 - 4a YE -182 , FIXED RAIL 8063-T6 5A YE -151 , VENT TOP RAIL 6083-T6 - 8A YE -188 1 VENT' BOTTOM RAIL 8083-T8 - 7A YE -92 2 VENT JAMB X63 -TS - 8A YB-4 AS READ. GUTZING BEAD ALUMMUM ROLL FORMED 10A - 2/ VENT BLOCK &TACKLE BALANCE - - 11A YH-822 A8 REQD. BULB VDJYI. - SINGLE ROW PVC OUROMETER 76 SHORE A 130. YN-809F AS REM. PB%SCtILEDEI..187 X .280 - F91 SEAL (OOUBLE� 14A YH-BO4 2/ VENT VENT LATCHES NYLON/CEL1X1 AT 11' FROM ENDS 14A4 YH-bib 2/ VENT CAM LOCKS 7AMAK AT 11' FROM ENDS 18A X10 % 3/4' 8 FRAME ASSEMBLY SCREWS CRS PLATED, PH SMS 18A �8 % 1' 2 FIXED RA1l SCREWS CRS CAD PUTTED. PH SMS 17A �8 X 1-1/4' 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PUTTED, PH SMS 18A YH-890 1 REINFORCING Ii 1 4 MIAMI- MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade govlperal Trulite Window & Door Solutions, LLC 8130 NW 74"' Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by. Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCR]PTION: Clipped, Extruded Aluminum Tube Mullion - L.M.I. i APPROVAL DOCUMENT: Drawing No.M95-06A, titled "Aluminum Tube Mullions", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 11/20/95, with revision F dated 11/18/11, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant , LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA ## 10-0930.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NIAM� _ , W _ __ __l NOA No. 11-1213.07 'I `'I Expiration Date: December 24, 2016 Approval Date: February 02, 2012 Page 1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.M95-06A, titled "Aluminum Tube Mullions", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 11/20/95, with revision F dated 11/18/11, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 2 mulled fixed frame windows, O -O configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6600, dated 08/30/11, signed and sealed by Marlin D. Brinson, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 3 mulled fixed fame windows, O-O/O configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3284, dated 02/01/02, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under previous NOA #02-0227.01) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202-94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1297, dated 09/21/95 signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA #95-0515.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 05/09/09 and revised on 11/16/11, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E-1 ew F - dq Oq 01 01 4 OE Manue Perez, Product Control ExaAinaf NOA No. 11-12 .07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated November 16, 2011, signed and sealed by Javad.Ahmad, P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solution, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl., dated 02/03/10 3. Certificate of registration of name change from "Trulite Residential Windows, LLC" to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11, signed by J.W. Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. S. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch intermediate Holding, LLC, Tamarac, Fl.(transferred from file # 10- 0930.07). 6 Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10- 0930.07). G. OTHER 1. Notice of Acceptance No. 10-0930.06, issued to Arch Windows, LLC dba AWP for their "Aluminum Tube Mullion -- L.M.I.", approved on 01/06/11 and expiring on 12/24/11. an z, P.E. Product Con 1 E miner NOA No. -1213.07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 E-2 ALL TUBE MULLIONS TO BE ALLOY 8063-T8. MULLIONS CONTAINING TYPICAL GLAZING PRODUCJ� HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING I Y THIS PRODUCT HAS BEEN DESIGNED AND TESTED*TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BURRING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUM BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHDRS SHALL 13E AS LISTED, SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE WYE IAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USD IN DESIGN OF ANCHORS INTO WOW ONLY. MATEMS INCLITBNG BUT NDT LOOTED TO STEEL/METAL STxtEWS. TH4T SR UGD CONTACT WfiH OTHER 06SQOLAR MATFRWS SAIL MEET THE REQUIREMENTS OF 2010 FLORIDA BIRO, CODE SECTION 2003.8.4. MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—DARE COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS* STEP I DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. .STEP2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT STEP 3 APPROVAL USING CHARTS ON SHEET 2 SELECT MUWON SIZE WITH WEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECMED IN STEP 1 ABOVE Mp USING ANCHOR TYPES ON SHEEF 4 DIRU 6 AND ANCHOR CHARTS ON SHEET 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE MULLION CLIP —65) (am -TB) I MUUJON CUP (scw-Ta (ALT. TO ANGLES) (ALT. TG ANGLES) CLIP LEI4MM MUST BE CUT TO FR SNUG CUP LENGTHS MUST BE CUT TO FR SNUG INTO TUBE MULLIONS. INTO TUBE MULLIONS. 7?B L718 7 SB3 1,613 AN Ib13 MULLION CLIP (BDe3_Ts) I MULLION CUP (8D83 -Ts) CLIP LENGTHS MUST BE CUT TO FR SNUG CLIP LENGTF6 MUST BE CUT TO FIT SNUG WTUBE MULLIONS. TUBE MULLIONS.SIDE FASTENERS REQD.) NO SNE FASTENERS REOD.) P drawing no. M95 -06A DESIGN LOAD CAPACITY - PSF (TUBE MUUJONS) WINDOW DIMS. i 1 X2 STD. 1 X3 STD. 1 X4 STD. 2 X 4 STD. 2X8 STD. WM (W} IMULL SPMl 19-1/8' 28•-1/2- 30" 3r 42- 48" 53-1/8• 60" 8B' 72' 74" 38-3/8' 1 140.0 140.0 140.0 1400 140.0 136.2 140.0 140.0 140.0 1400 120.3 140.0 140.0 140.0 140.0 07.6 140.0 140.0 140.0 140.0 88.9 140.0 140.0 140.0 140.0 782 140.0 140.0 1400 140.0 079 1399 140.0 14MO 1400 602 1239 140.0 140.0 140.0 84.7 112.8 140.0 140.0 140.0 80.1 1032 140.0 140.0 140.0 409 100.4 MO 140.0 140.0 19-1/8" 28-1/2• 30" 37• 42' 48• 53-1/8• 4O' 68' 72- 74' 50-5/8' 822 140.0 140.0 140.0 140.0 89.3 140.0 140.0 140.0 140.0 82.4 140.0 140.0 140.0 1400 429 118.3 140.0 1400 140.0 37.4 101.0 140.0 140.0 140.0 329 880 140.0 140.0 140.0 29.6 80.3 129.3 140.0 140.0 282 71.1 1149 14&0 140.0 239 64.7 1 104.1 140.0 1 140.0 219 59.3 90.4 139.3 1400 1 21.2 87.7 928 133,8 140.0 t9-1/8' 28-1/2' 30' 37" 42" 48" 53-1/8" 60" 88' 72• 74" 83• 42.7 1221 140.0 140.0 140.0 309 88.1 140.0 140.0 140.0 272 779 140.0 140.0 140.0 22.0 63.1 119.6 140.0 140.0 - 55.8 105.8 1 140.0 140.0 - 488 92.4 1 138.0 140.0 - 43.8 83.5 121.9 140.0 389 1 73.9 108.0 140.0 36.4 67.2 98.2 1400 32.4 81.6 90.0 140.0 318 s0.0 878 140.0 19-t/8' 20-1/2" 30' 37- 42' 48' 53-1/8' Be 86" 72' 74' 74-1/4• 2&1 74.6 140.0 140.0 1400 - 53.8 118.4 140.0 1400 - 47.5 1019 1 140.0 140.0 369 82.6 120.7 140.0 - 33.9 728 106.4 1400 - 29.7 63.7 93,1 140.0 2&8 87.6 84.1 1400 - 23.8 51.0 74.4 140.0 - 21.6 46.3 87.7 131.0 - - 42.5 62.0 120.1 - - 41.3 80.4 116.9 DESIGN LOAD CAPACITY - PSF (TUBE M1111IONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW WIDTH M DIETS. MULL SPAN I X 2 STD. 1 X 3 STD. I X 4j 2 2- 4 SPD, STD. 2 1 6 STD. WINDOW DIMS. I1 WIDTH (W) IMULL SPANI x 2 1 x 3 STD. STD. 1 x 4 STD. 2 X 4 STD. 2 X 6 STD. 19-1/8• 28-1/2" 30' 37'-- - - 42- 48' 83-1/8• 60' 80" 72• 74• - 84" - - 81.8 11114 140.0 1400 19-1/8' 26-1/2• 30" 37" 42' 48• 83-1/tr s0" 72" 74• t32" - - 28.8 41.8 118.8 - 37.2 79.7 116.4 140.0 - - 20.8 30.0 83.4 - 329 70.4 _ 1029 1400 - - - 2&5 73.7 26.8 57.1- 83.4 140.0 - - 21.8 899 - 23.4 80.3 738 140.0 - - - - 52.s - 209 440 80..3 1400 - - -' - 48.1 - 39.7 8&1 1272 - - - - 41.6 - 382 81.4 112.6 - - - 3&8 - - 320 4&7 102.46. - - - - 33.5 - - 29.3 42.8 93.8 - - - - 30.7 - - 288 41.7 91.3 - - - - 29.9 19-1/e• 26-1/2• 30' 32- 42• 53-1/8• 1'23.8 88' 96' - 349 740 108.1 140.0 1 19-1/8• 26-1/2• 30" 37" 0.2`48" 48" 83-1/8' 60" 68"72- 72"74' 74C 144• - - 21.9 32.0 89.0 249 83.4 780 140.0 - 23.1 22.0 472 6U 1400 - - - 284 - - 382 889 130.8 - - - - 33.7 492 1232 - - 299 43.1 1079 - - - 26.6 399 97.4 - - - [48.0 34.4 8&2 - - - - - 21.4 31.3 78.4 - - -- 2&7 719 - - - 27.9 699 - - - 19-1/8' 28-1/2- 30' 32- 42- 48" 53-1/8' air 60• 72" 74" 108• 24.2 51.9 75.8 1400 - 378 549 1400 - - 33.1 484 134.5 - - 26.9 392 109.1 - 23.7 34.6 98.1 - - 20.7 30.2 84.1 - - - 27.3 76.0 - - 242 87.3 - - 229 61.2 - 202 6&1 - 549 19-1/8• 28-1/2" 30' 32- 42- 48' 53-1/8• 80' 88' 72' 120" - 379 85.3 140.0 - - 27.3 389 1 111.0 - - 24.1 35.3 98.1 - 28.8 798 - - 252 70.1 - - - 220 61.3 5&4 - - - 490 - - - - 409 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS LIX 94"4,SR PY'3 ,I0. IN"4"88 ai3 ,I0. W"4•Y• Q4"3 .33 .331 .950 1 .833 1 1 Z.oa7llulo GLAM pfwm r IIII PRODUCT m4V 0 g h V 0 41 LLz CIA= o1AM P80011CT PRODUCT (n O MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) W7 4 W2 M Z z� M c0 Z c� CA I imc 2 X 4 SPD. RUBE 2 x 8 STD. TUBE I3 92-'4 61" 3 Iz 84"4 92-'3 O 297 486 1 8.276 RA PE @ 746882 PRODI=11SI I9® C.A& 3338 aaoomplftwhh6mFlP114a S�rildtog Colo r�catA` t6 2 �i, B7 . Pew drawing n5. M95 -06A 11 DWON LOAD CAPACITY - PSE DESIGN LOAD CAPACITY - PSF DMGN LOAD CAPACITY - PBI+ p U `!�1 1 wow DIMS. ANCHORS TYPE WMDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE MOTH (VO NULL SPAN A2 A4 AAE AA4 AAA2 AAA4 B2 B4 1VTOD9 (6) lUtU SPAN A2 A4 I AA2 I AA4 AAA AAA41 H2 84 wmnt (w) NULL SPAN A2 A4 AA2 AA4 AAA2 AAA41 B2 134 19-1/8' 26-1/2• 30• 140.0 140D 140.0 140.0 140.0 140.0 140.0 140.0 19-1/8• 26-1/Y 30' 89.8 139.1 78.9 1140.0 91.4 140.0 140.0 140.0 18-1/8• 26-1/2' 30' 44.3 085 50.2 100.4 58.2 118.4 109.3 140.0 0 £ g 109.9 140.0 124.6 140.0 14060 140.0 140.0 140.0 503 100.4 86.9 113.9 66.0 132.0 123.9 140.0 31.9 63.9 362 72.6 42.0 84.0 78.9 140.0 87.1 140.0 11MI 140.0 127.6 140.0 140.0 140.0 44.3 88.7 50.3 100.6 58.3 116.8 109.5 140.0 28.2 88.4 32.0 84.0 37.1 743 69.7 139.3 78.7 140.0 893 140.0 103.4 140.0 14MO 1404 36.0 71.9 40.8 81.8 47J 94.8 88.8 140.0 22.9 45.8 254 81.9 30.1 60.1 56.5 113.0 37' 42' 48' 53-IIW 60' 38-3/8" 37' 4Y 48' 83-1/8• 60' 8q" 37• 4Y 48' 53-1/8' Be 132' 0 ,t 69.3 138.7 78.8 140.0 91.1 140.0 140.0 140.0 31.7 63.3 35.9 719 41.6 83..3 75.2 140.0 20.2 40.3 229 45.7 28.5 53.0 494 99.8 60.7 121.3 5&8 1379 793 140.0 140.0 140.0 27.7 55.4 31.4 02.9 38.4 729 S.4 1369 - 35.3 20A 40.0 233 46A 43.5 87.1 549 109.8 62.2 1 124.3 72.0 1140.0 1 135.3 140.0 25.0 50.1 26.4 56,9 1 32.9 859 61.8 1123.7 - 31A - 3&1 20.9 419 39.3 7&7 48.8 97.1 5&0 110.1 839 127.8 1199 140.0 223 44.3 28.1 50 29.1 55.3 64.7 109.5 - 28.2 - 32.0 - 37.1 349 69.7 44.1 88.2 50.0 10&1 58.0 116.0 10&9 1404 203 40.3 22.9 45. 28.5 534 49.8 999 - 79.7 - 29.1 - 33.7 31.7 83.3 Be 72• 74' Be 72" 74' Be 72' 74' 17 1Q1. W 40.4 80.9 45.9 91.7 533 108.3 099 140.0 - 374 21.0 41.0 24.3 48.6 45.8 91.2 - 23.5 - 2&7 - 304 29.0 58.1 39.3 78.7 44.6 893 51.7 103.4 973 140.0 - 384 20.4 40.. 23.8 47.3 '44.4 88.8 - 22.9 - 289 - 30.1 283 689 19-1/8' 118.4 140.0 130A 140.0 140.0 t40A 14&0 140.0 19-1/8' 604 121.7 MA 13&0 BOA 14&0 140.0 1404 19-1/8' 448 813 46.0 92.0 53.3 106.7 100.2 14&0 28-1/2' 83.3 140.0 94.5 140.0 1099 140.0 140.0 140.0 26-1/2' 43.9 879 49.8 99.6 57.7 11&5 1085 140.0 26-1/2" 29J 5&8 333 8&4 389 774 72.3 140.0 1 73.8 140.0 83.4 140.0 96.7 140.0 140.0 140.0 38.8 779 44.0 88.0 51.0 1020 9&8 140.0 25.9 51.7 29.3 5&7 34.0 88.0 034 127.7 30' 30' 30' Q d 59.7 119.3 87.7 135.3 78.4 140.0 14&0 140.0 315 62.0 3&7 71.4 41.4 82.7 77.7 140.0 21.0 41.9 23.8 47.8 274 8&1 519 103.8 37' 37" 37' C 52.8 105.1 59.8 119.2 89.1 138.2 129.8 140.0 27.7 55.4 31.4 82.9 38.4 724 6&4 136.9 - 37.0 21.0 419 24.3 48.6 48.8 913 4Y 48" 50-5/8• 42" 4W g8• 42• 48' 144' 46.0 02.0 521 104.3 80.4 120.9 1135 140.0 24.3 485 27.8 55.0 31.9 639 8&9 110.8 - 323 - ' 3&7 21.3 42.8 39.9 799 41.8 83.1 47.1 94.2 84.5 109.2 1028 14&0 214 43.8 24.8 49J, 28.8 579 84.1 106.2 - 20.2 - 33.1 - 3&4 3&1 72.1 53-1/8' 80' 88' 72' 74' 83-1/8• Be Be 72' 74• 53--1/8' 80" 86" 7Y 74" 2 0 i 36.8 734 41.7 834 48.4 96.7 909 140.0 - 384 220 44.0 25.5 514 47.9 959 - 25.0 - 29.3 - 34.0 31.9 634 33.4 684 374 75.9 44.0 87.9 829 140.0 - 38J 20.0 40.0 23.2 46.4 43.8 87.1 - 235 - 2&7 - 304 29.0 88.1 30.7 B1J 34.8 695. 40.3 00.6 75.7 140.0 - 32J - 30 21.3 425 39.9 789 - 21.6 24.4 - 28.3 28.6 53.2 29.8 59.7 339 67.7 393 7&4 73.8 140.0 - 31.8 - 3&7 20.7 41.4 38.5 77.7 - 214 - 239 - 27.0 2&9 819 19-1/g 92.7 140.0 105.2 140.0 121.9 140.0 140.0 140.0 19-1/8' 64.1 108.2 61.4 122.7 71.1 140.0 133.8 140.0 a 26-1/2' 30" 37• 889 59.1 47.9 133.9 118.2 954 752 67.0 54.4 14010 134.1 10&7 88.0 77.7 83.0 140.0 140.0 128.0 140.0 140.0 118.4 140.0 940.0 140.0 28-1/2' 30• 37' 394 345 28.0 78.1 69.0 55.9 44.3 39.1 31.7 8&8 78.2 63.4 51.3 1 45.3 38.8 1028 90.7 735 98.4 852 69.0 140.0 140.0 138.1 m Q n� 42" 48' 83' 53-1/8• 60' Be 72' 74' 19-1/8' 26-1/2• 30' W. 42.2 37.0 33.4 29.8 20.9 24.6 24.0 78.7 889 503 40.7 54.5 73.9 66.8 59.1 53.7 49J 47.9 140.0 113.6 100.3 81,3 47.9 41.9 37.9 335 305 279 273 892 84.4 58.9 46.1 959 839 75.7 674 61.0 SSA 84.4 140.0 12&8 1139 923 55.5 4&8 43.9 38.9 35J 324 31.5 103.4 74.6 654 535 111.0 97.1 879 77.7 70.8 849 634 140.0 140.0 131.9 108.9 104.3 912 824 73.0 66.4 804 592 140.0 140.0 123.9 100.4 140.0 140.0 140.0 140.0 1327 121.7 118.4 140.0 140.0 140.0 140.0 4Y 48" 53-1/8' 80' Be 72' 74' 19-1/8' 28-1/2' 30" 37' 24.8 tag 21.6 - - - - - 48.7 35.1 314 28.2 4aJ 43.1 39.0 345 31.4 2&7 28.0 97.4 70.3 62.1 50.3 27.9 24.4 221 - - - - 853 399 352 28.8 8&8 489 44.2 39.1 35.8 328 31.7 110.4 79.7 70.4 57.1 324 28J 25,8 227 20.8 - - 80..0 483 409 33.1 64.8 56.7 81.2 45.3 41.2 37.8 385 12&0 92.4 819 88.2 009 53.2 48.1 428 38.7 38.8 34.5 1202 884 76.6 821 121.7 10&4 96.2 85.2 77.4f8AZING 71.0 69.0 140.0ANCHR1 140.0 140.0 124.3 PROOIO'i' ANCHORS SHEas 4 711RU 8 CHART FOR CAPACITY VERDCAI. MULLION ARCHM TO 13E 09HRIBED � BECfi NGUTA E �PoZOHTAL MULLION ``� GLAZING' OLAZINO PRODUCT PRODUCT $ f ,� Q Z �( M 00 m g O 21o 42• 35.5 71.7 40.6 81J 47.1 942 8&5 140.0 42' 223 44.3 28.1 80.3 29.1 58.3 54.7 1095 S 48• 74-1/4• 33-1/8- 31.4 2i-3- 28.1 827 8&7 50.2 35.6 321 28.4 71.1 64.3 56.9 413 37.2 33.0 82.4 745 65.9 77.4 69.9 81.9 140.0 139.9 123.9 48' 53-1/6' 60• 120• - - - 389 35.1 31.0A-2 220 - 44.0 394 255 23.0 20.4 51.0 46.1 40.8 47.9 43.3 38J 959 8&8 78.6 L-1 VV2 MULLION SPAN _ Be 224 203 45.8 414 40.7 28A 23.7 23.1 51.7 47.4 46.1 304 27.5 26.7 599 54.9 835 56.3 51.8 503 1128 103.2 100.4 88' 72• 74' - - - 282 25.9 253 - - - 37.1 344 33.1 344 31.9 31.1 69.7209 63.9 82.1 TYPICAL. MULIJON ARRANGEM74' NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. WIDTH (W) = w 9fAD FLA, PE 7osa2 CAPE &j +g w1 2 w2 Fb ttiil �B�I 1*w�8d� Aceopt�e o iso 'W H a drawing no. M95-064 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS By � $tio�� wada" ND sheet 3 of 6 1 1/4MMDAWAD N —1/' PE LIP (1 ON EACH.I WOOD 81 1 STRUCTI FLOATING 1/4' DIA. TAPCONS BY 'BW 1-1/4• MM. WOOD PENEMTM 2 PN ANGLE 1-3/4' O.C. MIN. 1/4• WA. TAPCONS BY 'BW 1/4' DIA TAPCONS BY 'BW 1-1/4' MIN. EMBm 1-1/4' MIN. EMBED INTO CONCRETE OR BLOCK INTO CONCRETE OR BL= 1 -3/4' MIN. 2 PER CLIP (1 ON EACH MG, 1 PER EDGE DIST. If j • _ e { .. • �° .. I ! . � d I •. .tea •... I I + .. N ._ •.. I T �v WOOD BUCI FLOATING 14 SMS 2 ANGLE 1-3/4' O.C. MDR 2 x 2 x 1/g" ALUM ANGLE 1/4. OW TAPCONS BY WV.toV 1-1/4' MIN. WOOD PENETRAMON 1/4• DIA. TAPOONS BY 91W o' 4 PER CUP (2 ON EACH WING 1-1/4' MIN. WOOD PENEfW1TKIN 1' MR, 1' MEN. 2 PER ANO O � ao DIST. I I Igo MY WOW _ CORK I I I 1 2x 2X 1/9' 0Ot: ------..----- I STRUCTURE ALUM ANGLE 1 � I I I A74 SMS FLOATING CLIP-/ j 2 PE9t ANGLE Ills I 1 1-3/4' O.C. MIN. FOR 3' TUBE eeellll F 2-3/4' O.C. MIN. C� FOR ALL OTHER TUBE O 7 1/4' INA. TAPCONS BY TTW 1/4' DIA TAPCONS BY 'BWDIM a. 1-//4' MI4. EMBED 1-1/4' MIN. EMBED 1 MIN4v HL= tu 4 C �(2 ON EACH � M PER ANGLE EDGE DIST. 3'Mt- • MI11. c:•• • Z 3636 _ Z ALL CLIPS 70 FIT SNUG INTO TUB MULLIONS TAPCONS MAY BE HEX OR FIAT HEAD. w00D BUCK j 814 SMS AN F'LOA'MIO CLIP 1 I 1-3/4. Ot.C* MMIN. 1 I FOR 3' TUBE 2-3/4' O.C. MIN. FOR ALL OTHER TUBES ANCHORS TYPE 'A4' vAD AFINAD PROTWCT ,vRBYINI18W ,0 CmL m w>np1Y�6 fb FTA. PE 9 dd 70892 BuRding Co ."- CAX SB.i9 �` fwaadoa N, �b drawing no. M95 -06A sheet 4 of g 1/4' Olk TAPCONS BY 'DSU' 1-1/4' MIN. EMBED WTO MASONRY BLOCKS 1/4• DIA TAPCONS BY 'RW 1-1/4' MIN. EMBED WTO MASONRY BL OCKS 7/4• 1" DW. TAPCONS BY 'Rw' 1-1/4' MIN. EMBED INTO MASONRY BLOCKS 1/4• DIA TAPCONS BY TW 1-1/4' MIN. EMBED INTO MASONRY BLOCKS � Z 1_3/4• MW. 2 PER CLIP (I ON EACH WWG 1 PER 4 PER CLIP (2 ON EACH WNG 2 PER EDGE 567. EDGE DIST. 3' Q X/A, �//A �Xx OK///A �A/ N 11 11 •N 4 \ 41-1 U U �� zALUM XANGI.EB' pp 1; O" --------- Ii pp t'------------- 1 j� aWM2ANOLEBs I 1 I I 2 PER1 ANG i i 4 SMS 11 i ' i14 SMS I I FLOATING C.1-/ j I I I I 1-3/4' O.C. MN. I 1 I I 1 FLOATING CLIP 1 1 I 1 I 1 I 2 PEO ANGLE 1-3/4' O.C. MIN. I I I I (L FOR 3' TUBE z-3/4• oa. MIN. FOR ALL OTHER TUBES � b 'AA?' O ANCHORS TYPE ANCHORS TYPE 'AM o 3 38F 1/4• DIA TAPCONS BY '111M 1-1/4' MN. EMBED INTO CONCRETE 2 PER CLIP 1/4' DIA TAPCONS BY 91W' 1-1/4' MW. EMBED INTO CONCRETE 1-3/4' 1/4' DIA TAPCONS BY 9T1W 1-1/4• MN. EMBED INTO CONCRETE 1/4' DIA. TAPGONS BY 'DW 1-1/4' MIN. EMBED INTO CONCRETE 7 z3 Z MIN. (1 ON EACH M1NG 1 PER ANG 4 PER CUP (2 ON EACs WINO 2 PER ANG EDGE DIST ST. 3'j '.. MW. 07 •'v c♦ o �a •y.1 ' I II �1 Hill 2 X 2 X 1 ' ALUM ------------- i I I 2 X 2 X ,. B I I I 1 I 1 I I 2 Pe14A SMS I 1 I I I 1 j I I ALUM ANtiLE B14 SMS qg I FLOATING CLIA I i 12 -3/4. O.C. MIN. i i i FLOATING CUP-/1 I ANGLE 1-3/e O.C. MIN, 1 I FOR 3' TUBE I I OL OTHER $ FOR ALL TUBES �aom ANCHORS TYPE 'AAA?' ANCHORS TYPE 'AAAA•' E;� xw 1go 7 PRODUCT RMSBD F1A.'PE 7099$ m.1Y6Bwith fhoFbdb t/ 'CA.PL M ALL CLIPS TO FR SNUG WTO TUBE MULLWNS. ' 3938 A p o W / , �Y�'•••w• v�` pJ it TAPCONS MAY BE HEX OR FLAT HEAD. 't' BT drawing rro. M95—O6A sheet 5 of 8 METAL STRUCTURES14 SMS OR 1/4" TEKS (STEEL OR ALUM. 1/8" MIN. THICK) 2 PER CLIP SMS OR 1/4' TEKS i Mme- STRUCTURES (STEEL OR ALUM. 1/8' MN. THICK) to SMS OR 1/4' TEKS a PER CLIP 14 SMS OR 1/4" TEKS 3 PER ANGLE ro SMEL -. Fy a 38 KSI MIN. (1 ON EACH WING) PER ANf0.E STEEL : Fy - 38 KSI MN.2 ON EACH YiINOI ALU M : 6083-75 MN. /V.l1M : 8083-TB MN. a z Dk t5 9. � 1 t i u u Z�UXM2 X 1 8' Sgt ---------------� 2X 1 �I14 I --------- I I I Y 1 2 ANGLE�Xz SMSANGLE Q' K W pQl I I I I I 1-3/4' D.C. MN. 0 Q p 1 I I I 1 1 I I 1 I I FOR 3' TUBE 1 i 0 y I I FLOATM WP I 1 P4 S I 1 I 1 I I I I FLOATNG CLIP I I 2-3/a• as MN. I t 1-3/4'' D.C. MN. I 1 I I 3 SORM PER ANGLE 1 I FOR TUBES ZZ W ANCHORS TYPE '82' ANCHORS TYPE 'B4' ALL CLIPS TO FR SNUGIMU TUBE MULLIONS. ttt//g TAPCONS MAY BE HIX OR FIAT HEAD. Z 014 SMS ® 1-1/2. D.C. MN. 2 PER CHANNEL (1X2 & 1X3 IUBE.S) 3 PER CHANNEL (1X4 & 2X4 TUBBES�) TUBE lR1WON PER � 4 CHANNEL (2X8 TU W �Q --------------- -------------- 7 r 1/8" THICK AMM CHANNEL LENGTH TO FIT SNUG- NTO MULLION 1 TUBE MULLION O TUBES LUBES MAY BE NOTCHED I I SHOWN TO ALLOW MISIALLATION I I OAS F CAULK DONT AFTER ASSEMBLY j 814 SMS ® 1-1/2. O.C. MN. 2 PER.CLIP (1X2 & 1X3 TUBES' t 3 CUP (1X4 da 2X4 TUM5-7 ACCESS HOLE 4 PER CLIP (2X8 j cg ____ ____- 1 _____ _-__-- L9� 3 -------- I I 1 i 1 cc.oW THIS SCREW CAN BE I 310 FH PER CLIPS N DIRECTION N EITHER j I 1' D.C. MN.FLA 1 1 1 inyt AHf �' t 1 I I I I I CMppL PRODUCT RSV18>MI lho FlmWa I CC.A�N. 3538 CadO 1-3/4" X 2' X 1/8' (FOR 20Y TU 3/4' X 2" X 1/8" FOR {iBY TUBE] BWl Accc.p No my .i} dl"Owing no. p•'• CUT TO FIT SNUG A�LUMIDE NB3E BY M95-06A ANCHOR DETAIL 11 METAL TO METAL CONNECTION sheet g o} 6 M® MIAMI DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 LARD AND CODE ADMINISTRATION DIVISION T (786) 313-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ww%m1am1dade gffl /nera/ Nu-Vue Industries, Inc. 1053 East 29 Street Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid aper the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ tin areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approvad as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTTON: Series NVTA, NVTAS, NVBH, N un, NVRT and NVTH wood Connectors,; APPROVAL DOCUNN[ENT: Drawing No. NU -2, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH", sheets 1 through 4 of 4, dated 02/13/2003, with last revision dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Section. MISS1LLz IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/seHes, and following statement: ' Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami. -Dade County, Florida, and follower . by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 18-0326.11 and consists of this page 1 and evidence pages EI and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos NL Utrera, P.E. NOA No: 12-0130.33 _� Expiration Date. august 21, 2013 q1160 Approval Date: June 14,201% Page 1 K M7717t,i_l1_'. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted raider NOA No. 054701.04" 1. Drawing No. NU -2, titled -NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVT P', sheets 1 through 4 of 4, dated 02/13/2003, with last revision dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TEST "SubmNed under NOA No. 05-0701.04" Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel,•P.E. and S. E. Black, P.E. ReIDOrt Wood CooggLe Date 1. PT 02-4073 NVTA Upward 11/06/02 2. PT 02-4075 NVTA Upward 11/07/02 3. PT 02-4074 NVTA Upward 1.1/06/02 4. PT 02-3938 NVTA Upward 68/06/02 S. PT 03-4177 NVRT36 Upward 02/03/03 6. PT 03-4202 NVRT36-T Upward 02/19/03 7. PT 03-4271 NVRT3&T Upward 03/27/03 8. PT 03-4270 NVRT24-T Upward 03/27/03 9. PT 02-4095 NVUH26 Up & Downward 01/17/03 10. PT 02-40% NVBH24 Up &Downward 12/03/02 11. 31-22456.0002 NVTA & NVTAS Lateral 07/06/02 12. PT 04-4698 NVTH24 Upward Parallel/Perpendicular 04/15/04 13. PT 04-5036 NVTH24 Upward Load 12/10/04 C. CALCULATIONS "Submitted .under NOA No. 04-120201" Report of Design Capacities prepared by Vipin N. Tolat, P.E. Product Model No. of Pates Daft a re 1. NVBM24 7 through 8 05/05/03 V. N. Tolat, P.E 2. NVRT 9 through 14 05/05/03 V. N. Tolat„ P.E. 3. NVTA & NVTAS I through 6 05/05/03 V. N. Tolat, P.E. 4. NVTA & NVTAS 1 through 14 02/06/03 V. N. Tolat, P.E. 5: NVRT 15 through 15 07/07/03 V. N. Tolat, P.E. °i' DG o Camas M. Utters, P.E. Product Control Examiner NOA No: 12-,0130.33 Expiration Date: Augad 21, 2013 Approval Date: June 14, 2012 E-1 NwVue bdu flex. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. lvliami-Dade DepartmentQf Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Drawing No. NU -2 statement of code conformance to 2010 FBC, dated 01/25/2012, issued, signed and sealed by Vipin N. Tolat, P.E. "Submitted sander NOA No. 04120201„ 2. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on 03/26/2003 signed and sealed by Vipin N. Tolat, P.E. Carlos M. Utrera, P.E. Product Control ExamiM . NOA No:124130.33 Expiration Date: August 21, 2013 Approval Date: June 14, 2012 E-2 TABLE - Trues Anchors NVTA and Riveted Trues Anchors with Seat NVTAS Length code N n Product Gouge Gaup® strap 18 NWA -18 NVTAS 212 20 14 16 NVTA-18 NvrAS 214 2D 14 20 NVTA-20 WAS 218 20 14 22 NVTA-22 NVTAS 218 20 14 24 NVTA-24 NVYAS 220 20 14 26 MVTA-28 FWAS 222 20 u 28 WTA-28 NVTAS 224 20 14 30 NVTA-30 NWAS 228 20 10 NVTA-36 NVTAS 232 J1436 20 48 WTA-4a NVTAS 244 20 No. of Fasteners each strop 10d Istrap a:drnwn AllowoWe Low Itis Uplift Uplift L1 Stn a L2 �tg1 Single �bkm & Double & D, Strops Straps 8 787 1814 250 800 6 808 1810 280 am 7 884 1708 1 210 800 8 902 *1804 210 800 9 991 +1902 250 800 10 996 *1988 280 800 it 1048 *2088 280 900 12 ION 42192 280 900 13 1148 *2200 290 900 14 1193 12W 280 900 *Nota For 8 or mare naffs per strap, use double truss fa doubts, straps. �� smwud Notex Code 1. Stent sholl conform to ASTM ASA eUuctund grade 33 Oft yield 33 kof) and Strop o mhrtnunh gabtmtsed *soft of 8 80 per ASTM AM 1�,a 2 Allowable tools tae based on Nations] Dosing (NDS) for wood N 2ftST Om mut Flory M t kg2010 NIRA -18 NVTAS 214 poombu4u^ ty, of as68 are thher MN 4r ABowmbfsfor otloads, species gly. NVTA-20 NYTAS 218 r bp fa *Darman rtrs aa9a mid NVTAS ,• h4. am ban neduced Depth ftator Cb. Penetrationt NYTA-22 NVTAS 218 & AIW=Wa toads for wind upM have Ovedy been Irmoosed by o ougtion ,r .6 for anchor nils. 33M ateel WimIncrmasm to not Iniad ion the utas] NVTA-24 NVTAS 220 1esof 14 G. Allowable bale flor mors than one dhmttlol for a atmos connection cannot be Nvm-28 I NVTAS 222 Into Oarerhts to the 14 dh wd m Shan must be eastuaied fellows: NVTA-28WAS 224 4 + + ler 1A 14 7. Allowable foods are based on 11' thick wood members unleee otherwise noted. NVTA-30 WAS 226 8. All tb beams eros] grouted om**W mastery shag kukn� wiBl kdwptcra 16 for N and 21 of 201)0 FBG Comets for 8s, booms and groat k DDnarete shall be o mirk. of 2600 ps]. Concrete nmm*vy did eawHdy with ASTM NVTA-38 NVTAS 232 =" 080. 4" S. Ag testo haus book Danduated Im a000rdanoe with ASTM D-1781. EML 20 NVTA ,• TABLE 2 Truam Anchnm MVTA and Riveted Truro Anchors with Seat NVTAS Length Code �ouge Strop 18 .Product NYTA-16 NVTAS 212 20 14 18 NIRA -18 NVTAS 214 20 14 20 NVTA-20 NYTAS 218 20 14 22 NYTA-22 NVTAS 218 20 14 24 NVTA-24 NVTAS 220 20 14 2s Nvm-28 I NVTAS 222 2D 14 28 NVTA-28WAS 224 20 14 30 NVTA-30 WAS 226 20 14 36 NVTA-38 NVTAS 232 20 14 48 NVTA-48 NVTAS 244 20 14 No. of Fasteners eachatro� 10d x 1.8 maximum ABo 1 0 Load Ibe U lift Single L2 Singh Ocubl & Dombte & Double Strap =I Strops Strops 8 1032. 2238 250 800 6 1127 2284 3B8 888 7 1138 2272 820 830 8 1144 *2288 820 830 9 1153 *2306 820 830 10 1181 *2322 920 830 11 1170 *2340 820 830 12 1178 *2388 820 830 13 1167 *23374 m 830 *Note: For 8 or more nas per strap. use double trum for double straps Ra$►faroerreento Regdrod Para0elL to ws]l Poo- CBearn or To ternTie formed with Concrete filled P 0 1$ 21r O O L7 0 Ncee Db. fMA, NVTAS i TABLE 3 NV5H 24 BUTTERFLY HANGER Notes: 1. Use all epeolfled fasteners In satrodt" to achlon valuta Wdleated. 2. Values are based on 11' header and J" *4d ntaa. 3. See Denxd Notes. Sheat 1. SYMM.® Mid Span TABLE 4 NVUH 28 JOIST HANGER F: nine ALLOWME LOADS (am) GRAVITY LOADS NVBHt 18 12 a 1113 Notes: 1. Use all epeolfled fasteners In satrodt" to achlon valuta Wdleated. 2. Values are based on 11' header and J" *4d ntaa. 3. See Denxd Notes. Sheat 1. SYMM.® Mid Span TABLE 4 NVUH 28 JOIST HANGER �� plydls vdm AWVI—�3 !Tll Not= 1. speoT)bd fasteners to schoduts to adders 2. Vahm we basad an 3' header Ndamess and 1r Jdat vditoss. Se 3 a Geaaral aotm Sheat I. IAYLMICP SYMM.® Mid Span grrr. I` 2r #UPUFT ahem ° o • a 0 R7Q o e o mdi • ° � • q DOWNWARD LOAD w ALLOWABLE WADS (") D01bNWOA WIND LqwT x p GRAVITY LOADS LOAD 2M8 NVIAl18 4 714271),o 20 10 2253 1213 �� plydls vdm AWVI—�3 !Tll Not= 1. speoT)bd fasteners to schoduts to adders 2. Vahm we basad an 3' header Ndamess and 1r Jdat vditoss. Se 3 a Geaaral aotm Sheat I. IAYLMICP SYMM.® Mid Span grrr. I` 2r #UPUFT ahem ° o • a 0 R7Q o e o mdi • ° � • q DOWNWARD LOAD w TAELE 5 NVRT Flat and Twisted Rafter Ties Length Product Com Gauge(in) 12 MT -12 14 16 NWT --18 14 18 NW -18 14 20 NWT -20 14 22 NM --22 14 24 NWT -24 14 30 NVRT-30 14 36 NVRT-38 14 48 NVRT--48 14 16d Fasteners Maximum Uplift Load (lbs) TOTALAMA not Ties Twisted Yles 8 4 728 724 10 8 881 880 12 8 888 898 14 7 1138 1152 WAM f. specify 'F' for Flat and "T' fa Twisted when ordering. 2. Fastear vaUme are based on a minbnwn I? thick wood manbem 3. • hwbxdee cm. of We in each oonneeted wood mwnba. 4. See Gewd Notee, sheet 1. UPLFT I� TABLE� NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Mosonry Length (in) Product Cogs age 12 NVRT-12 14 16 NVRT-18 14 18 NVRT-18 14 20 WAT-20 14 22 NVRT--22 14 24 NVRT-24 14 30 NVRT-30 14 36 NVRT-38 14 E48 NVRT-48 14 No. of 16d nalls to Wood Framing No. of }" diameter Topoons to Concrete Maximum Uplift Load (lbs) 4 8 722 8 7 888 8 8 991 7 0 11 Pacoticsa d1slMctes Nater s 1. TTW tqP*= shd be embedded a minimum of 1j. into oonaete tkbemn or Odwami famed with oonaete Ged masonry. nW topwo eha8 hove a mh edge Mance of 2} and min%mn spacing at 1j, as shown. 2. S" Come! Notes, sheet 1. 3. A8 tapawre mast be In Use sane row spm at 114 an camas. Do not use holes le the appoefte row. Strap meet be long erwigh to acoamrmdate rvTAed tapoane. '2r Mtn. edge dMatoe Rdnforeanent req*w T% own:- a i; e8V► conaretw flged masanory ar ...b ue bean r, Tfl ie 0 a . 1 1° �o e 0 NVRT Anchor Holes dh1. fbe O ted W Ir am NVTIt ' bWAM dwd ldngM Tnre'e Caaoreta Tb Baron or Tte Baan tont w6 oonaate i1w tnau�vy Truss Anchors NVfli Lwgth Product Gouge Gouge a of Faster tdwdmum• Upgft Loads Ibs Code - seat strop In such Strap Single Strap Double Strops 10 x 1.S' on on 12 NVTH-18 18 14 Single Truss Double Truss 6 1032 2084 14 NVTH-18 18 14 a 1222 2444 16 NVTH-20 18 14 T 1278 2680 g 8 1329 2888 18 NV114-22 18 14 8 1383 2788 20 NVIN-24 18 14 10 1437 2874 22 Nliflt-28 18 14 11 1490 2980 12 1844 3088 24 NVTH-28 18 14 13 1898 3198 26 NVTH-30 18 14 32 NVTN-36 18 14 v w 44 • NVTH-48 t8 F14 a,71— ar o ' uP Rd* �an front & Book > ba ag oentarod Notes oto: �" 91 w x 7m". PB (f9VfI.) o FL. sm. gg 18847 8 Nab in Front (1Bn) 16188 LAMM LANE Nags 1od x I w 'm 770 � NV111 v RY: �»1 �..,. Truss Anchors NVfli Lwgth Product Gouge Gouge a of Faster tdwdmum• Upgft Loads Ibs Code - seat strop In such Strap Single Strap Double Strops 10 x 1.S' on on 12 NVTH-18 18 14 Single Truss Double Truss 6 1032 2084 14 NVTH-18 18 14 a 1222 2444 16 NVTH-20 18 14 T 1278 2680 g 8 1329 2888 18 NV114-22 18 14 8 1383 2788 20 NVIN-24 18 14 10 1437 2874 22 Nliflt-28 18 14 11 1490 2980 12 1844 3088 24 NVTH-28 18 14 13 1898 3198 26 NVTH-30 18 14 32 NVTN-36 18 14 v w 44 • NVTH-48 t8 F14 a,71— ar o ' uP Rd* �an front & Book > ba ag oentarod Notes oto: �" 91 w x 7m". PB (f9VfI.) o FL. sm. gg 18847 8 Nab in Front (1Bn) 16188 LAMM LANE Nags 1od x I w 'm 770 � NV111