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WS-12-1773Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 178924 Permit Number: WS -9 -12 -1773 Scheduled Inspection Date: November 29, 2012 Inspector: Bruhn, Norman Owner: HANDAL, MITSOUKO Job Address: 195 NW 96 Street Miami Shores, FL 33150- Project: <NONE> Contractor: EAST COAST WINDOWS & DOORS. INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1131010250160 Phone: (954)581 -2113 Building Department Comments retrofit 25 windows and 3 doors Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed /e/4.2fr'te-g- Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments November 28, 2012 For Inspections please call: (305)762 -4949 Page 5 of 25 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 1u�3I12-- Ec�vNIC BUIt,DING PERMIT APPLICATION Permit Type: JOB ADDRESS: City: 1q5 NlJ q(om ST2CET SEP 2 2012 r ; FBC 2010 Permit No. /I `` J Master Permit No. (j 11---1-1 ROOFING Miami Shores County: Miami Dade Zip: Folio/Parcel #: 11— 3101 32-5 0160 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): LAG 14 E11 ezy Phone #: 18t&` 8a ?' 1179 Address: IqS NW clof sreeer City: MI4Pi I SROILES State: F... zip: 331 SD Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: East Coast Y1indows & Doors. Inc Phone #: q54 -581 -2113 Address: 1111 51N 7 Avenue city: Pompano Beach State: FL. Zip: 33060 Qualifier Name: Edward J Morris Phone #: q54 - 240 -4832 State Certification or Registration #: GGG 1504443 Certificate of Competency #: Contact Phone #: q54 -581 -2113 ext 201 Email Address: eleanOr @eastGOaStwindoWS.com DESIGNER: Architect/Engineer: CAT-E oxy 5 Phone #: qs-4- 78,-/e99 f Value of Work for this Permit: $ 11182%00 Square/Linear Footage of Work: Type of Work: ❑Addition Alt ra i n New ORepair/Replace ODemolition Description of Work: Retrofit (*) ows and ( 3 doors with impact Color thru tile: **** * * * * * * * * ** * * **O* ****** ** **** *** mix* *Fees* ** * *o* *** **:* * * ** ** *000* * * * ** *** *** *** **** ** 8� Submittal Fee $ Permit Fee $ _�� Q CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ • (o, 2 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. � 'e . ' i ' ' _'; : i `!• f "WARNING TO OWNER: YOUR FAILURE TO REORD. Q 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 ' R RDTN T6UR NOTICE OF CdMMESICE I NT. " 1 Notice to Applicia it.i °A.1 a condition to the issuance of a building peetnit with an estimated vaiudi erefeding $25.4)(3t "applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In e absence of such posted notice, the inspection will not be approved and a re spection fee will be charged. SignatureX Owner or Agent The foregoing instrument was acknowledged before me this 2.C) i day of V ( , 20 0-7-by i C. tteirk n who is personally known to me or who has produced 11-'0 • • dentifica NOTARY PUBLIC: Sign: Print: My Commission Expires:8 - ).q ho did take an oath. Signat Contractor The fo .ing instrument was acknowledged before me thist day o , 20P-, by Fdward J Morris who is sonall known to r who has produced _as identification and who did take an oath. NOTARY PUBIC: ��, X21 g Sign: •`' ,M`' -�� Print: El FX4 My Commission E yrgrEovoO ********+ ksksk**sh+ k*aksk*Ns ik***skds skX: **dssk******s k***********nk*iko p**ok***nknp ok+k**sk*ak****a *** APPROVED BY Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) ELEANOR MCAFEE Commission # EE 5814 *c My Commission Expires 07 -05 -2014 Bonded Through Atlantic Bonding Co., Inc. Zoning Clerk STArE a22'117M) GRIM& CONTRACTOR frelsAVE #coC iscifttp.e siscrizrrawaxsovume-tottomiooyx 1711 SW 7th Awn • Pornpanelkrad4 4 33060 (*OW 581-211 - mob& ird 0642404932 crawls (51519 309-1221 Aix 060 581-2114 Change toContiset submitted to: Loto Hemel). 198 NW 96th Street Miami Shores, FL VISO CHANGE TO CONTRACT Change to Contract Issue Date: 8/23/2012 Change to Contract Number: 001 The Contract aligned on 8129/2012 will be changed as follows: The following product WM badeleted; Rve (6) Eastern Araks/Anal Impact Resistant 1000 Series Single Hung Windews with Mr Giay Glass (Full View) TWO (2) Eastern .AroNtachiral impact.Resistant 1000 Seiies Single Hung Windows with 7/16' Gr cressWith White Interbsyer (Full WW1 The following produotwift be acklet Flve .(6) Eastern Archtteetural Impact Natant 1000 Se,fe SingleHung. Windows with1/164 LovsuE Orayikass(Full View) Two (2) Eastem..Archlteoluiel Impact Resistant 1000 Series..Single Hung Windows with 7116* EraY0lesg with Whlte Interlace (Full View) JUETJ Doors to have Utgraded Herdware. (Cana lever with ConoOrd.Baskplate) (Satin Nickel Finish) (Keyed Alike) * LoW,E Coating will be Solarhan7OXL THE NOTES AND TERMS.AND CONDITIONS OF THE ORIGINAL CONTRACT SHALL REMAIN THE SAME Ttas.origIrtal Contract Value Was. The Contract value will 0st:hanged by this Change to Witted intim amount of. The new Contract value including this Change to Contract will be Change to Contract is ACCEPTED; .......... ..... .. •■44.1.111r. 20,16840 1,671,00 $ 21,820.04 Payment schedule to be revised as Mows: Down Payment $ 8;063.00 Due st Completelort of Instatiatlom $ 10,915.00 Due After Funch,Out and Final Inspection: $ 2,861.00 Costof Point To be Determined Signature: Signature: By fircifojety By Date; C)&/23/[2' Date; POSTED EAST COAST Windows & Doors. CONTRACT STATE CERTIFIED GENERAL CONTRACTOR LICENSE #CGC 1504443 — SPECIALTY BUILDING - GLAZING — CC#96-8170-G-X 1711 SW 7th Avenue - Pompano Beach, FL 33060 PO #120269 office (954) 581 -2113 - mobile Ed (954) 240 -4932 or Chris (954) 309-4221 - fax (954) 581-2114 CONTRACT SUBMITTED TO Loic Hemery STREET PHONE 786 -897 -1979 !DATE 8/20/2012 195 NW 96th Street JOB NAME CITY,STATE AND ZIP CODE Miami Shores, FL 33150 JOB LOCATION n�� 90 day guarantee on repair, 1 year guarantee on new installation. Cleaning of windows, interior and exterior painting responsibility of others. Supply all materials, equipment and labor to install the following: 601 ( Seven (f) Eastem Architectural Impact Resistant 1000 Series Single Hung Windows with 7/16" Low -E Gray Glass (Colonial) Two (2) ETI Impact Resistant Single Doors with 7/16" Gray Glass with White Interlayer (Full View) One (1) PGT Impact Resistant 701 Series Picture Window with 7/16" Low -E Gray Glass (Full View) vdibirteen (124 Eastem Architectural Impact Resistant 1000 Series Single Hung Windows with 7/16" Gray Glass (Full View) Two (2) Eastem Architectural Impact Resistant 1000 Series Single Hung Windows with 7/16" Gray Glass with White Interlayer (Full View) One (1) ETI Impact Resistant Single Door with 7/16" Gray Glass (Full View) Three (3) Eastem Architectural Impact Resistant 1000 Series Single Hung Windows with 7/16" Low -E Gray Glass (Full View) (, Seven (7) Structural Mull Bars with Clips * All Windows and Doors will have White Frames * Low -E Coating will be Solarban7OXL Description of work: Remove old windows and doors. Clean and inspect openings. Install new windows and doors. Anchor with code approved tapcons. Patch perimeter stucco & interior drywall where necessary. Caulk and seal inside and out. Sweep and vacuum all work areas. Haul away old windows, doors, and debris. Notes: 1) Screens are included for all operable windows 2) ETI Door Hardware will be Satin Nickel and will be Keyed Alike 3) Price Includes Angies List Discount We Propose hereby to furnish material and labor— complete in accordance with above specifications for the sum of: dollars ($ Terms & Conditions: 1) East Coast Windows & Doors, Inc. will service manufacture's defects. However, defects and service schedule will not be cause for holding final payment 2) East Coast Windows & Doors, Inc, is not responsible for manufacturer delays or acts of God that may delay installation. 3) East Coast Windows & Doors is NOT responsible for damage to any type of window treatment or flooring 4) East Coast Windows & Doors is NOT responsible for shutter removal 5) East Coast Windows & Doors is NOT responsible for custom wall finishes (wall paper, faux finishes, etc...) 6) East Coast Windows & Doors is NOT responsible for moving of furniture or any damages due to moving of fumiture. Down Payment., �c/;�p0 Amount $ 66J, Check # / C pe D.L. # -091 Signing sate 2,0 -0 Payment to be made as follows: Down Payment due at contract signing: At completion of installation: Due after punch -out and final inspection: $8,063.00 $10,079.00 $2,016.00 $20,158.00 ). Cost of Permit: To be Determined Acceptance of Contract - The above prices, specifications, terms and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as indicated above. Materials remain the sole property of East Coast Windows & Doors, Inc. until the Job is paid in full. If it becomes necessary for East Coast Windows & doors, Inc. to employ a collection agency and/or attomey to collect on this bill 1 , _ ,ersigned agree to pay all court costs and attorney fees. Signature Note: This contract = nnot be cancell 0.20. Date r changed after 3 days. AIi material Es guaranteed to be as spec (Ned. All work tube co practices. Any eferation or deviation from ebov and will become an extra charge over beyond our control. Ovmer to Compensation Insurance. Authorized Signature M e workmanlike manner according to standard 'involving extra cost will be executed only upon writen orders All agreements contingent upon strikes, accident or delays ;: other necessary Insurance. Our workers are fully covered by Worker's Date g A-0— Hemery L (Contract) .rr Folio 11- 3101 - 025 -0160 Property Address 195 NW 96 ST Owner Name(s) MITSOUKO HANDEL LOIC PHILIPPE HEMERY Mailing Address 195 NW 96 ST MIAMI SHORES FL 33150 Primary Zone 0900 SGL FAMILY - 1901 -2100 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths /Half 3/2/0 • Floors 1 Living Units 1 Adj. Sq. Footage 1,975 Lot Size 8,625 SQ FT Year Built ` 1952 Legal Description 1 53 41 PB 42 -60 RESUB OF BLK 3 OF BONMAR PARK LOT 16 BLK 3 LOT SIZE 75.000 X 115 OR 21943 - 4104/05 122003 4 COC 22468 -2791 06 2004 1 Current Previous Year 2012 2011 Land Value $62,379 $69,310 Building Value $154,652 $155,661 Market Value $217,031 $224,971 Assessed Value $217,031 $224,971 Current Previous Year 2012 2011 Homestead $0 $0 2nd Homestead $0 $0 Senior $0 $0 Veteran Disability $0 Civilian Disability $0 $0 Widow(er) $0 $0 MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Honorable Pedro J. Garcia Property Appraiser Aerial Photography 2010 Current Previous Year 2012 2011 Exemption/Taxable Exemption/Taxable County $0 / $217,031 $0 / $224,971 School Board $0 / $217,031 $0 / $224,971 $0 / $217,031 $0 / $224,971 Regional $0 / $217,031 $0 / $224,971 Date Amount Recording Book -Page Qualification Code 4/2012 $100 28062 -2878 Corrective deed, quit claim deed, or tax deed; Deed bearing Florida Documentary Stamp at the minimum rate prescribed under Chapter 201, F.S.; Transfer of ownership where no doc stamps were paid; or, Transfer of ownership by other than a deed such as a final judgement or court order. 3/2011 $310,000 27629 -4559 Sales qualified as a result of examination of the deed 9/2010 $145,000 27495 -4943 Deeds to or from financial institutions 5/2010 $145,800 27317 -1626 Deeds to or from financial institutions PERMIT # TAX FOLIO # /I- .J/C) / - 0.25- le o NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF MIAMI -DADE 11 11111111111111111111111111 11111111111111111 CFN 2012R0877617 OR Bk 28284 Ps 19891 (fns) RECORDED 09/25/2012 09 :31:00 HARVEY RUVIH, CLERK OF COURT MIAMI —DADE COUNTY' FLORIDA LAST F'AGE THE UNDERSIGNED hereby gives notice that improvements will be made.tto certain .real property, and in accordance. with- Chapter 713, Florida Statutes, -.the following ',information is provided in this •Notice'of Commencement This.space reserved for recorder. LOT /to BLK SUB /52 Yf P842-40 Resgebateacsaf aoturar ark lAt / "S' AlW 44 sf•, Avant slimes., Ft ID Lengthy Legal attached /4f3fk9 1. Legal description of property: Property =Address: 2. General description of improvement 3. Owner Information Name: a. Mailing Address: b. Interest in property: c. Name &Address of fee simple titleholder (if other than owner): 4. a. Contractor's Name: b. Contractor's Address: c. Telephone & Fax 5. a. Surety Bond Name: b. Address: c. Telephone & Fax d. Amount of Bond: 6. a. Lender Name: b. Lender Address: c. Telephone & Fax 7. Persons within the State of Florida (name & addresses) 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: Telephone & Fax 1 ititilLECY0.1flFYtaiih r Loa e. ereve,4-y I SS NW 44 sit Jtn,:wr.i 3iwtt5, tcl. 3 3 1...111 East Coast Windows & Doors, Inc. 1711 SW 7 Avenue - .Pompano Beach FL 33060 954-581 -2113 / 954-581 -2114 fx N/A $ 8. In addition to himself or herself, owner designates-tnnel 713.13(I)(b), Florida Statutes: Name: Address: Telephone & Fax 9. Expiration Date* of this Notice: di this isco gyott°i'd pyof the U d' 147? .\, 'og s pr tided in Section �.i WITHES,3 niy had i i I✓i`fi W . *Expires one year from the date recorded, unless otherwise noted. 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 ' ORDIN fO • CE OF COMMENCEMENT. Sign The foregoing instrume as i i / of owner, -• • er's A • or' ed Officer /Director /Partner /Manager owledged before me this r>.4 day of for Titie/Office / A 1/yor , 2U�, by LCi 1 L 0-- 1 `ei' i/ o�►�:::'.' CHRISTOPHER PETROUSliE \.:ui }� Sr: P IRrOrsrotary Public — State of Florida Print, Type, or Sf�m • - o .IIy Known OR Produced Identification '�C. Type of ID Produced: p--L p L_ MYCOMMISSION #EE218887 EXPIRES: August22, 2016 me otary Public VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES. Under penalties, •f • erjury, 1 declare . , , d the foregoing and that the facts stated in it are true to the best of my knowledge and belief. A /' _ Owner or Ow ms's uth• : Officer /Director /Partner /Manager who signed above. Turn Over for Instructions By Signatu SEP 2 5 2012 523 i A--ipewsm—,melmliMMEMMINIIMININIMPIIIIMMI, ,10) en , ____ G a r a g e 463/4 x 351/4 SH 463/4 x 351/4 SH 1-,- -n, Shores Village = , O E D BY DATE , ^ DEPT 12 I - n`G DEPT - Alr," alai ...- DJECT I 0 CCAIPLIANCE W1 PrI ALL FEDERAL STATE AND CC,IJN i ( RULES AND REGULATIONS -4) 2Bedrm - 23 6 33 1/2 x 54 (13) 34x541/4SH / 1/4 SH 4-8) 19 AIIIIMIA1111•11. ■ 351/2 x 37 1/2 SH 311/2x801/2FD 05) 4i) 17 34x541/4SH — r Kitchen Family Rm 53x 50SH 4 Be 73 3/4 x 50 1/8 HR - Egress Dining ( Rm r -1 (2) 36 7/8 x 50 3/8 SH ',1 , ,, (1) 1 x 4 x 50 3/8 Mulls — - ,--4 I ' 1, 1 Living ,--7 1 7 36 3/4 x 37 1/2 HR - Bath 52 7/8 x 50 3/8 HR Egress Bath 36 3/4 x 38 1/8 SH (2) 37 x 54 SH (1)74x 54PW (2) 1 x 4 x 54 Mulls 37 1/2 x 82 1/2 FD 1111-11 1 , yiimai (3) I Bedrin (2) 36 7/8 x 50 SH (1)1 x4x 50 Mull 36 7/8 x 50 3/8 SH 31 1/2 x 80 3/4 FD Egress - (-7) Bedrm 36 7/8 x 50 1/2 SH 14 (6) (3) 36 15/16 x 37 3/4 SH (2) 1 x 4 x 37 3/4 Mulls (4) (5) (i) 1 11 --1 Prepared By: East Coast Windows & Doors 1711 SW 7th Avenue Pompano Beach, FL 33060 Job Hemery Residence Site: 195 NW 96th Street Miami Shores, FL 33150 Page 1 of 1 JOB ADDRESS Hemery Residence 195 NW 96th Street Miami Shores WINDOW / DOOR Opening Information WINDOWS / DOORS MULLION BARS SHUTTER Req'd ,... ., . _ WINDOWS & DOOR SIZE NOA PRESSURES REQUIRED PRESSUR ES PRODUCT "APPROVAL # GLASS SS pefsize I Y / N PRODUCT APPROVAL # BAR SIZE NOA PRESSURES ( +) PSF (-) PSF ( +) PSF (-) PSF ( +) PSF (-) PSF 1 36 7/8 x 50 80.0 100.0 40.1 53.6 FL 14604.2 7/16" HS N Y 12 -0221.09 1 x 4 x 50 130.0 130.0 1 a, 36 7/8 x 50 80.0 100.0 40.1 53.6 FL 14604.2 7/16" HS N Y 12- 0221.09 1 x 4 x 50 130.0 130.0 2 37 1/2 x 82 1/2 75.0 85.0 38.2 41.6 12- 0208.03 7/16" HS N N 3 37 x 54 80.0 100.0 40.1 43.4 FL 14604.2 7/16" HS N Y 12- 0221.09 1 x 4 x 54 119.9 119.9 36t 37 x 54 80.0 100.0 40.1 43.4 FL 14604.2 7/16" HS N Y 12- 0221.09 1 x 4x54 119.9 119.9 3b 74 x 54 70.0 70.0 37.7 41.1 11- 1110.15 7/16" HS /ANN N Y 12- 0221.09 1 x4x54 119.9 119.9 4 31 1/2 x 80 3/4 75.0 85.0 39.0 42.4 12 -0208.03 7/16" HS N N 5 36 7/8 x 50 1/2 80.0 100.0 40.1 43.4 FL 14604.2 7/16" HS N N 6 36 15/16 x 37 3/4 80.0 100.0 40.1 53.6 FL 14604.2 7/16" HS N Y 12- 0221.09 1 x 4 x 373/4 130.0 130.0 (pa 36 15/16 x 37 3/4 80.0 100.0 40.1 53.6 FL 14604.2 7/16" HS N Y 12- 0221.09 1 x 4 x 37 3/4 130.0 130.0 Cob 36 15/16 x 37 3/4 80.0 100.0 40.1 53.6 FL 14604.2 7/16" HS N Y 12- 0221.09 1 x 4 x 373/4 130.0 130.0 7 36 7/8 x 50 3/8 80.0 100.0 40.1 43.4 FL 14604.2 7/16" HS N N 8 36 3/4 x 38 1/8 80.0 100.0 40.1 43.4 FL 14604.2 7/16" HS N N 9 36 7/8 x 50 3/8 80.0 100.0 40.1 43.4 FL 14604.2 7/16" HS N N (la 36 7/8 x 50 3/8 80.0 100.0 40.1 43.4 FL 14604.2 7/16" HS N N 10 35 1/2 x 37 1/2 80.0 100.0 40.1 43.4 FL 14604.2 7/16" HS N N 11 46 3/4 x 35 1/4 80.0 100.0 40.1 43.4 FL 14604.2 7/16" HS N N 12 46 3/4 x 35 1/4 80.0 100.0 40.1 43.4 FL 14604.2 7/16" HS N N 13 31 1/2 x 80 1/2 75.0 85.0 39.0 42.4 12 -0208.03 7/16" HS N N 14 34 x 54 1/4 80.0 100.0 40.1 43.4 FL 14604.2 7/16" HS N N 15 33 1/2 x 541 /4 80.0 100.0 40.1 43.4 FL 14604.2 7/16" HS N N 16 331 /2 x 541 /4 80.0 100.0 40.1 43.4 FL 14604.2 7/16" HS N N 17 331/2 x 541/4 80.0 100.0 40.1 43.4 FL 14604.2 7/16" HS N N 18 34 x 54 1/4 80.0 100.0 40.1 43.4 FL 14604.2 7/16" HS N N 19 53 x 50 80.0 100.0 39.0 42.4 FL 14604.2 7/16" HS N N 20 73 3/4 x 50 1/8 100.0 120.0 37.7 48.9 FL14610.4 1/2" HS N N 21 36 3/4 x 37 1/2 100.0 120.0 40.1 43.4 FL 14610.4 1/2" HS N N 22 52 7/8 x 50 3/8 100.0 120.0 39.0 51.5 FL 14610.4 1/2" HS N N THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. 2010 FLORIDA BUILDING CODE /ASCE 7 -10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES C'Zone 4" ), Mean Roof Height T butary Area (sq. ft) (8) .. 10 15 20 25 30 35 40 45 50 15 40.1 - 43.4 39.0 - 42.4 38.2 - 41.6 37.7 - 41.1 37.2 - 40.6 36.8 -40.2 36.4 -39.8 36.1 -39.5 35.9 -39.3 1 16 40. - 44.0 39.5 -43.0 38.8 - 42.2 8.2 - 41.6 37.7 - 41.1 37.3 - 40.7 36.9 - 40.4 36.6 -40.1 36.4 -39.8 17 41.1 - 44.6 40.0 - 43.5 39.3 -42.8 38.7 - 42.2 38.2 - 41.7 37.8 - 41.3 37.4 -40.9 37.1 -40.6 36.8 -40.3 18 41.6 -45.1 40.5 - 44.0 39.7 -43.3 39.1 - 42.7 38.6 - 42.2 38.2 - 41.8 37.9 - 41.4 37.5 - 41.1 37.3 -40.8 19 42.1 -45.7 41.0 - 44.6 40.2 -43.8 39.6 -43.2 39.1 - 42.7 38.7 - 42.2 38.3 - 41.9 38.0 -41.5 37.7 -41.3 20 42.6 -46.2 41.4 - 45.0 40.6 -44.2 40.0 - 43.6 39.5 - 43.1 39.1 - 42.7 38.7 - 42.3 38.4 - 42.0 38.1 -41.7 37.5 - 47.6 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 38.7 - 49.5 - 47.1 - 45.9 - 45.1 -44.5 - 44.0 - 43.6 - 43.2 - 42.8 -42.6 24 44.2 -48.0 43.1 -46.8 42.2 -46.0 41.6 -45.3 41.1 -44.8 40.6 - 44.4 40.2 -44.0 39.9 -43.6 39.6 -43.3 26 45.0 -48.8 43.8 -47.6 42.9 -46.8 42.3 -46.1 41.8 -45.6 41.3 -45.1 40.9 - 44.7 40.6 -44.4 40.3 -44.1 28 45.7 -49.5 44.5 -48.3 43.6 -47.5 43.0 -46.8 42.4 -46.3 42.0 -45.8 41.6 -45.4 41.2 -45.1 40.9 -44.8 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 39.9 -50.6 -50.3 -49.0 -48.2 -47.5 -47.0 -46.5 -46.1 -45.7 -45.4 41.3 -52.9 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 43.0 -55.7 -51.0 -49.7 -48.8 -48.2 -47.6 -47.1 -46.7 -46.4 -46.0 45.1 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -51.6 -50.4 -49.5 -48.8 -48.2 -47.7 -47.3 -47.0 -46.6 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 42.4 -53.7 -52.2 -51.0 -50.1 -49.4 -48.8 -483 -47.9 -47.5 -47.2 43.7 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -58.0 -52.8 -51.6 -50.6 -49.9 -49.4 -48.9 -48.4 -48.1 -47.7 46.9 - 61.9 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -55.7 -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 -49.6 -49.2 45.2 -57.9 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 47.2 -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 52 52.0 -56.4 50.7 -55.1 49.7 -54.1 48.9 -53.3 48.3 -52.7 47.8 -52.2 47.3 -51.8 46.9 -51.4 46.6 -51.0 56 52.9 -57.3 51.5 -55.9 50.5 -54.9 49.7 -54.2 49.1 -53.6 48.5 -53.0 48.1 -52.6 47.7 -52.2 47.3 -51.8 60 53.6 -58.2 52.2 -56.8 51.2 -55.8 50.4 -55.0 49.8 -54.3 49.3 -53.8 48.8 -533 48.4 -52.9 48.0 -52.6 DE IGN PRESSURES FOR EXTERIOR ZONES ('Zone 51 CATEGORY5 Engineering Services, Inc. 1600 S. Federal Hwy Ste 207, Pompano Beach, FL 33062 (954) 784-6991 Tel / (954) 781 -5708 Fax / info @c5es.com / CA Mean Roof Height buta Area (sq. ft) " / (ft) /i v 10 15 20 lJ 25 30 35 40 45 50 15 ( 40.1 39.0` 38.2 37.7 37.2 36.8 36.4 36.1 35.9 1` 53.6 -51.5 -50.0 38.9 - 47.9 - 47.1 - 46.4 - 45.8 -45.2 16 40.6 -54.4 39.5 -52.2 38.8 -50.7 38.2 -49.5 37.7 - 48.6 37.3 - 47.7 36.9 - 47.0 36.6 - 46.4 36.4 -45.9 17 41.1 -55.1 40.0 -52.9 39.3 -51.4 38.7 -50.2 38.2 - 49.2 37.8 - 48.4 37.4 -47.6 37.1 -47.0 36.8 -46.5 18 41.6 -55.7 40.5 -53.5 39.7 -52.0 39.1 -50.8 38.6 -49.8 38.2 -48.9 37.9 - 48.2 37.5 - 47.6 37.3 -47.0 19 42.1 -56.4 41.0 -54.1 40.2 -52.6 39.6 -51.4 39.1 -50.4 38.7 - 49.5 38.3 - 48.8 38.0 -48.1 37.7 -47.6 20 42.6 -57.0 41.4 -54.7 40.6 -53.1 40.0 -51.9 39.5 -50.9 39.1 -50.0 38.7 - 49.3 38.4 -48.7 38.1 -48.1 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -503 - 49.6 -49.0 24 44.2 -59.2 43.1 -56.9 42.2 -55.2 41.6 -53.9 41.1 -52.9 40.6 -52.0 40.2 -51.2 39.9 -50.6 39.6 -50.0 26 45.0 -60.2 43.8 -57.8 42.9 -56.2 42.3 -54.9 41.8 -53.8 41.3 -52.9 40.9 -52.1 40.6 -51.4 403 -50.8 28 45.7 -61.2 44.5 -58.8 43.6 -57.0 43.0 -55.7 42.4 -54.6 42.0 -53.7 41.6 -52.9 41.2 -52.2 40.9 -51.6 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 32 47.0 - 62.9 45.7 -60.4 44.9 -58.7 44.2 -57.3 43.6 -56.2 43.2 -55.3 42.7 -54.4 42.4 -53.7 42.1 -53.1 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 - 63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 36 48.2 - 64.5 46.9 - 61.9 46.0 -60.1 45.3 -58.7 44.7 -57.6 44.2 -56.6 43.8 -55.8 43.4 -55.1 43.1 -54.4 48.7 47.4 46.5 45.8 45.2 44.7 443 43.9 43.6 - 65.2 - 62.7 -60.8 -59.4 -58.3 -573 -56.4 -55.7 -55.0 ao 49.2 - 65.9 47.9 - 63.3 47.0 -61.5 46.3 -60.1 45.7 -58.9 45.2 -57.9 44.8 -57.1 44.4 -56.3 44.1 -55.6 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 - 67.3 -64.6 - 62.7 - 61.3 -60.1 -59.1 -58.2 -57.4 -56.8 as 51.2 - 68.5 49.8 - 65.8 48.9 - 63.9 48.1 - 62.4 47.5 -61.2 47.0 -60.2 46.6 -593 46.2 -58.5 45.8 -57.8 52 52.0 -69.7 50.7 - 66.9 49.7 - 65.0 48.9 -63.5 48.3 -62.2 47.8 -61.2 47.3 -60.3 46.9 -59.5 46.6 -58.8 56 52.9 -70.8 51.5 -68.0 50.5 - 66.0 49.7 - 64.5 49.1 - 63.2 48.5 - 62.2 48.1 - 61.2 47.7 -60.4 47.3 -59.7 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 60 -71.8 - 69.0 - 67.0 -65.4 - 64.1 - 63.1 - 62.1 - 61.3 -60.6 General Notes 1 These tables list allowable pressures (W,), given as 0.6*We, where We is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7 -10 using the ultimate design wind speed (Volt) and the variables given herein. 2 These tables are not valid as a site - specific drawing 3 No alterations or markings on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 6 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 7 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. ULTIMATE WIND SPEED (mph) = 175 EXPOSURE CATEGORY = C Tables are ',cad for the fofowina conditions only: 1 W'md Speed, (Ve, 3- second gust) = 175 mph 2 Risk Category 11 (General Residential and Commercial Contraction). 3 Exposure Category C 4 Topographic Factor (Kzt): 1.0 (Flat Terrain) 5 Directionality Factor (Kd): 0.85 6 For situations requiring Kd =1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Enclosed Building: Gcpi = 0.18 Consult an Engineer for any other condlflons instructions 1 Tables show the " worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height. If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value. 4 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 5 Area between structural mullions shall be used as tributary area 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance °a" to a building comer shall be considered in an Exterior Zone (5), otherwise Wall of the opening fells more than distance °a° from a building comer, the opening shall be considered in an Interior Zone (4). 7 Distance °a,° as r vial to above, shall be calculated as the smaller of 10% of the minimum building width or 40% of the height, but not less than 3 feet. 8 Read the worst case positive and negative design pressures for use as required by governing building department. Emma T. Mellinger, P.E. FL P.E. # 50049 Date: March 29, 2012 Not Valid without Signature and Raised Embossed Seal . Florida Building Code Online FLORIOA OriPAPTNICNIT OF Business & Professional Regulation Florida Department Busines Protessi Regulation BQS Home 1 Log In EMERGENCY MANAGEMENT OFFICE OF THE SECRETARY Sfri Page 1 of r User Registration 1 Hot Topics 1 Submit Surcharge 1 Stats & Facts 1 Publications 1 FBC Staff I BCIS Site Map Links Search 1 Product Approval USER: Public User Product Approval Meny > product or Application Search > on Detail FL # Application Type Code Version Application Status Comments Archived FL14604 -R1 Revision 2010 Approved ed by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. Product Manufacturer Eastern Architectural Systems Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By 10030 Bavaria Road Ft. Myers, FL 33913 (800) 281-6564 fbc @buildingdrops.com AJ Giacalone fbc @buildingdrops.com Windows Single Hung Referenced Standard and Year (of Standard) cation Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year AAMA /WDMA/CSA 101/I.S.2/A440 2005 ANSI /AAMA /NWWDA 101 /I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 111-1-.• / /TZnini, finr.4.21,rni1Alinn nrn /- .r /,.r n,. . 741 7V/1- _.aTS---- -0 7 'Ir%Tr_n • .71 1 n • •ter•.+ • Florida Building Code Online Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/14/2012 02/17/2012 02/22/2012 Page 2 of Summary of Products FL # Model, Number or Name 1Description 14604.1 Series "1000" Aluminum Single Hung Windo Limits of Us = Approved for us = HVHZ: No Approved for use ou •- • e HVHZ: Yes Impact Resistant: No Design Pressure: +45/ -45 Other: Configuration: O/X Max. Frame : W -53" H- 77" Max. Vent Size: W -50" H -38" G - g: Mo . sic or I.G. Annealed Glass Certifccat • gency Certificate FL1• - : • Ri C CAC NI006177.01- R2.odf 14604 R1 C CAC NI006177.02.Ddf Quality Assurance Contract Expiration Date 06/30/2015 Installation Instructions FL14604 Ri II EAS009 2010 CC SS.odf Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Cr- • • Independent Third Party: Yes Evaluation • _ > • its FL14604 Ri AE R 1668 SS.Ddf Created by Independent Third Party: Yes 14604.2 Series "FWI 1000" Aluminum Impact Rated Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to drawing EAS010 for Window Size, Glazing, & Design Pressure Rating, Impact Interlayer Approved under NOA 09- 0127.13 Certification Agency Certificate FL14604 R1 C CAC 09- 0127.13.odf FL14604 R1 C CAC NI006148.01.odf FL14604 R1 C CAC NI010670.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL14604 R II EAS010 2010 CC SS.odf Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14604 R1 AE PER 1669 SS.odf Created by Independent Third Party: Yes 14604.3 Series "FWI 1000" Aluminum Impact Rated Single Hung Window Limits o se Approved • use in HVHZ: Yes Approved for u outside HVHZ: Yes Impact Resistant: Design Pressure: +60/- • • Other: Configuration: O/X Max. • e Size: W -53" H- 96" Max. Vent Size: W -50" H -48" Glaz • : Laminate- :" Annealed Glass /0.090" Safety-Plus II Inter • er/ . " Annealed Glass, Impact Interlayer Approved r NOA 09- 0127.13 Certification Age Certificate FL14604 Ri AC 09- 0127.13.Ddf FL14604 : C CAC N100'020.02 • df Qual + - surance Contract Expiration Date 0 • 0/2015 nstallation Instructions FL14604 R1 II EAS008 2010 CC SS.Ddf Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14604 Ri AE PER 1670 SS.Ddf ted by Independent Third Party: Yes 14604.4 VSeries " 1000" Aluminum Impa ' ated Single H Window Limits of Use Approved for use in Z: Yes Approved for use - - ide HVHZ: Yes Certification Agency - rtificate FL14604 Ri C CAC 09- 0127.13.Ddf FL14604 Ri C CAC NI009020.03- R1.PDF hftn• / /uninv rivrev / « «h.. .... .14.1 r.N r rr 1-14 -. -_ - --n'7 s%r• n • .-n Florida Building Code Online Page 3 of Impact Resistant: Yes Design Pressure: +75/ -75 Other: Configuration: O/X Max. Frame Size: W -48" H- 72" Max. Vent Size: W -47" H -38" Glazing: 3/4" Overall Laminated I.G.- 1/8" Heat Strengthened Glass /0.090" Saflex by olutia /1/8" Heat Strengthened Glass /0.250" Air Space /8" Heat Strengthened Glass, Impact Interlayer A, proved under NOA 09- 0127.13 Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL14604 Ri II EAS007 2010 CC SS.pdf Verified By: Alexis Spyrou, P.E. Florida '.E. 68101 Created by Independent Third Party: es Evaluation Reports FL14604 Ri AE PER 1671 SS.p • ` Created by Independent Third P. rty: Yes 14604.5 Series "FWI 1000" Aluminum Impact Rated Single Hung Window Limits of Use Approved for u- in HVHZ: Yes Approved for use , utside HVHZ: Yes Impact Resistant: es Design Pressure: + 20/ -150 Other: Configuration: '/X Max. Frame Size: W -54" H- 77" Max. Vent Size: W- " H -38" Glazing: Laminate- 3/16" Heat Strengthened lass /0.100" HP Solutia/ 3/16" Heat Strengthened Glass, pact Interlayer Approved under NOA 08- 0206.01 Certification Agency Ce ficate FL14604 Ri C CAC 0. 0206.01.pdf FL14604 R C CAC I009020.01- R1.PDF Quality Assurance ontract Expiration Date 04/30/2015 Installation In ctions FL14604 Ri I EAS005 2010 CC SS.pdf Verified By: exis Spyrou, P.E. Florida P.E. 68101 Created by dependent Third Party: Yes Evaluatio Reports FL14604 •1 AE PER 1672 SS.pdf Creat -, by Independent Third Party: Yes 14604.6 11Series 1 ° 1 Vinyl Singl ung Window with Nailing Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/ -50 Other: Configuration: O/X Max. Frame -ize: W -48" H- 72" Max. Vent Size: W- 44.38" H -35" Gia ng: 3/4" Overall I.G. Ce ficatlon Agency Certificate F - 4604 Ri C CAC NI010607- R1.PDF •, ality Assurance Contract Expiration Date 2/31/2014 Installation Instructions FL14604 Ri II EAS036 2010 CC SS.pdf Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14604 Ri AE PER 1673 SS.pdf Created by Independent Third Party: Yes 14604.7 uSeries 1441 Vinyl Single Hung Window with Flange Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/ -50 Other: Configuration: O/X Max. Fram ize: W -54" H- 72" Max. Vent Size: W- 50.38" H -35.1 Glazing: 3/4" Overall I.G. Certification Agency Certificate FL14604 Ri C CAC NI010813- R1.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL14604 Ri II EAS037 2010 CC SS.pdf Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes valuation Reports 14604 Ri AE PER 1674 SS.pdf Cr ated by Independent Third Party: Yes 14604.8 [Series 2 51/1431 Vinyl Impact Rated Sing - Hung Window with Nailing Fin Limits of Use Approved for use in HV : No Approved for use outsi • e HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: Configuration• O/X Max. Frame Size: W -48" H- 72" Max. Vent Size: - 44.25" H -35" Glazing: 3/4" Overall Laminated I .- 1/8" Annealed Glass /Laminate- 1/8" Annealed Gla- /0.090" PVB by Solutia /1/8" Annealed Glass Certifi tion Agency Certificate FL1460 Ri C CAC NI010607- R1.PDF FL14604 •1 C CAC NI010608.PDF Quality As urance Contract Expiration Date 12/31/2014 Installation nstructions FL14604 Ri EAS038 2010 CC SS.pdf Verified By: Ale is Spyrou, P.E. Florida P.E. 68101 Created by Inde endent Third Party: Yes Evaluation Repo FL14604 Ri AE ', R 1675 SS.pdf Created by Indepe dent Third Party: Yes 14604.9 °Series 2461/1441 Vinyl Impact Rated Single Hung Window` ith Flange Limits of se Appro =d for use in HVHZ: No Approved for use outside HVHZ: Yes Certification Agency Certificate FL14604 Ri C CAC NI010630.PDF FL14604 R1 C CAC NI010813- R1.PDF 111-4,.• /tumour flnrirlal.riil rlir CT r1. rr /T.1• 110r n «.. ,141 .,.. «..7 «.. «..«+— .../!L�7V/1.. 4T -.O7' TX A •71- - i..0 A A 1[7'n•T T IN /AA /A Al I. Florida Building Code Online Impact Resistant: Yes Design Pressure: +50/ -50 Other: Configuration: O/X Max. Fr. a Size: W -54" H- 72" Max. Vent Size: W -50.5" H -35.5" :.ing: 3/4" Overall Laminated I.G.- 1/8" Annealed Glas a 1/8" Annealed Glass /0.090" PVB by Soluti Annealed Glass Page 4 of Quality Assurance Contract Expiration Date 10/31/2014 In s = tion Instructions 14604 R1 II EAS039 2010 CC SS.odf Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes aluation Reports FL - 04 R1 AE PER 1676 SS.pitt Created by Independent Third Party: Yes Back Next Contact Us ::1940 North Monroe Street. Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. Coovriaht 2007 -2010 State of Florida, :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your a -mall address released in response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasteredbor.state.Fl.0 %. Product Approval Accepts: /11Tt nrt% .T nrTT r T/• IS • 0.11 1 n INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. EASTERN ARCHITECTURAL SYSTEMS,INC SERIES FWI 1000 SINGLE HUNG 3. INSTALL INDIVIDUAL INSTAUATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (LE., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACRTO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER S. FOR FLANGE INSTALLATION THROUGH 1.1( BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/4 INCH DIAMETER 11W TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. 6. FOR FLANGE INSTALLATION INTO WOOD FRAMING USE 814 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 7. FOR FIN INSTALLATION INTO WOOD FRAMING USE 810 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 8. FOR INSTAUATION INTO ALUMINUM STUD FRAMING OR APPROVED MUWON USE 814 SELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE THREE (3) THREADS MINIMUM PENETRATION BEYOND THE METAL STRUCTURE. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT UMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 10. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 11. FOR GROUT FILLED BLOCK, 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK 12. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 13. INSTAUATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C -90. D. ALUMINUM - MIN. 0.125" THICK, 6063-75 (fy=16000 PSI) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN I5 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201 -94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTAUATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDMONS FOR ASPECFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A UCENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. THIS PRODUCT IS LARGE AND SMALL MISSILE IMPACT RESISTANT APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL: 6063-TS ALUMINUM 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300-04 GLASS CHARTS. SEE SHEET 3 FOR GLAZING DETAILS. 8. DESIGNATIONS "X' AND "Cr STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION & GENERAL NOTES 2 A ELEVATION & ANCHOR LAYOUTS 3 A VERTICAIA HORIZONTAL SECTIONS & GLAZING DETAILS 4 A VERTICAL 8 HORRONTAL SECTIONS DESIGN PRESSURE RATXNG GLAZE TYPE DESIGN PRESSURE MAXIMUM SIZE MISSILE IMPACT RATING A +60/ -80 PSF 53" X 72" LARGE AND SMALL /MOLE IMPACT RESISTANT 9 +80/ -100 PSF 53" X 77" IMPACT RESISTANT UMW AMIONOTZOTURAL WINIRMS EASTERN ARCHITECTURAL SYSTEMS 10030 9AVARTA ROAD PT WOOS, FL 33919 1,14. (800)4324204 FIR (239)3694412 REVISIONS lB 2 8 0 0 Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2012.01.30 04:19:31 -05'00' DWG #: EA5010 SHEET: 1 OF 4 ELEVATION FLANGE aT MX. =mowwlon+ 331/4" PAX • 77. MAX IIWINDOW • • • m8/P MAX VINTWIWIN `vv ELEVATION FIN ANCHOR LAYOUT FLANGE ANCHOR LAYOUT FIN Eitistai Sv rnr. EASTERN5Y53 10000 96VARU ROAD PTI ARM P.83913 P $ (600) 43169904 PA (139) 6694619 a9 DWG#: EAS010 SHEET: 2 OF 4 1 1 2 1 1 1 call BETWEEN WINDOW FLAME WOOD WM BR MOOD MM./ MIMS ov6EN0 6YOMMS QIRETWEEN WOOD Mal MINIM Sy 011+611 RIA W00D SCREW INSTALLATION AN]NR 3/4. 19M ®SS MSTAIYE I I/r M0l VAMMENT EXTERIOR F60SI FERWETER.610.6 BY MIMI FLOMMAME HEAD DETAIL me MAX SIAM SFAS! E%TENSA INTERIM "3 O VERTICAL SECTION HEAD - 2X WOOD FRAME FLANGE INSTALLATION FLAME FRAME MLL I V4 MIN EMBEDMENT NEGST SILL BY OTHERS CA L I BETWEEN PLOW. MEMST SILL INSTAIUTIDNAMIGO CONCIETIMASONIN OMENS B Vr M0i ENE A VERTICAL SECTION 3 SILL- CONCRETE/MASONRY FLANGE INSTALLATION ORIZONTAL SECTION JAMB - 2X WOOD FRAME FLANGEINSTAU.ATION 0.460" OA. LAMINATED GLASS CONSISTING OF: 0.185" HEAT STRENGTHENED GLASS, 0.090" SAFLEX INTERLAYER BY SOLUTIA, 0.185" ANNEALED GLASS TE DON COMM 006/ 606/6/0 STIOM OMODS =MOW IS OA .650 GLASS BITE 0.464" OA. LAMINATED GLASS CONSISTING OF: 0.187" HEAT STRENGTHENED GLASS, 0.090" SAFLEX INTERLAYER BY SOLUTIA, 0.187" HEAT STRENGTHENED GLASS GLAZING DETAIL A GLAZING DETAIL B A)EmIPWAL avammil EASTERN ARCM ECNA.1l5YSTEM3 10030 BAVARIA ROAD FTMYERS, FL 99919 Pit (800) 492.2864 FM (09) 9693412 gi REVISIONS N O T at 6 6 2 8 0 N < ti G G DWG #: EAS010 SHEET: 3 OF 4 1 1 1 SNIANONI Of OTHERS CAVL[BflOND FIN Dm US UATCON ARMOR SCREW TYR MITER= AIM% SY OTROS PERNMTER CALL[ RV OTHERS 1 Ur NIA R!MBEOENT IWO BYFRAING Lyon $ UM AMA HUM OSMAN% FIN FRAME IEAO EYTEi002 BLAZING OETAII B INTERIOR %A NAY, %MR SPACE 4 O VERTICAL SECTION HEAD -2X WOOD FRAME FIN INSTALLATION EYTEREOR INTERIOR FINFRASE&IL NIR3NECa MIA %OTHERS INSTALLATION AMOR sae%rm.. VA NAX S OM SPACE FXTERIOR FIND% BY OTHERO NLWX ROOM% %BOOM FIN %MATRON; BY OTHERS Vr RIK EIXO M ENT Op VERTICAL SECTION ,4 SILL - 2X WOOD FRAME FIN INSTALLATION 3AUM EoSP DISTANCE TWO NI FRAME BY OTHER, ORIZONTAL SECTION JAMB - 2X WOOD FRAME DECORATIVE FIN O VERTICAL SECTION 4, SRL AWMINUM STUD DECORATIVE FIN NOif BO USED IIEFIN O -NNOT NAIONN'INSTALLATION AIImI+®1UNAL sw..w EASTERN AIO4TECTVRALSYS1 MS [0030 BAVARIA ROAD FTAY®1%. FL 39913 Pitt (300).32.830/ PNa (239) 3E944t2 E REVISIONS 1■ O m a O 1 e 5 O 0 0 tNI LL Zj, N T 19 "RVs o Na DWG #: EA5010 5: 4 OF 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report of Eastern Architectural Systems, Inc. Series FWI 1000 Single Hung Window (Impact) for Florida Product Approval FL# 14604 Report No. 1669 Florida Building Code 2007 & 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Windows Single Hung Series FWI 1000 Single Hung Aluminum 6063 -T5 53" x 72" 53" x 77" Prepared For: Eastern Architectural Systems 10030 Bavaria Road Ft Myers, FL 33913 Prepared by: Alexis Spyrou, P.E. Florida Professional Engineer # 68101 Date: 1/17/2012 Contents: Evaluation Report Pages 1 — 4 Installation Details Pages 5 Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2012.01.30 06:08:50 - 05'00' *,■GENS AV', *• No 68+10 • •'p• S SO BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: 14604 Date: 1/17/2012 Report No: 1669 Manufacturer: Eastern Architectural Systems, Inc. Product Category: Windows Product Sub - Category: Single Hung Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Series FWI 1000 Single Hung Window (Impact) Scope: Limits of Use: This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL # 68101) for Eastern Architectural Systems, Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Alexis Spyrou, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2007 & 2010 Florida Building Code as per standards listed on page three of this document. See Installation Instructions EAS010, signed and sealed by Alexis Spyrou, P.E. (FL # 68101) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2007 & 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 & 2010 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing EAS010, require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions EAS010, for size and design pressure limitations. Alexis Spyrou, P.E. Florida No. 68101 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: 14604 Date: 1/17/2012 Report No: 1669 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute (FBC Organization #: QUA1789). Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 1. Product Testing performed by Fenestration Testing Laboratory, Inc. (FBC Organization #: TST1657) Report #: 02- 311 -24, Report Date: 10/17/2007 2. Product Testing performed by Fenestration Testing Laboratory, Inc. (FBC Organization #: TST1657) Report #: 11-749-03, Report Date: 7/29/2008 3. Quality Assurance National Accreditation & Management Institute (FBC Organization #: QUA1789) Alexis Spyrou, P.E. Florida No. 68101 Page 3of5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: 14604 Date: 1/17/2012 Report No: 1669 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood frame substrate, use #14 Wood Screws type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For aluminum substrate, use #14 self- tapping screw type aluminum frame anchors of sufficient length to achieve a minimum three threads penetration beyond metal structure. Through Fin Installation: A. For two by (2X) wood frame substrate, use #10 Wood Screws type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing Refer to Installation Instructions (EAS010) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Glass Type Size DP A 53" x 72" +60/ -80 PSF B 53" x 77" +80/ -100 PSF Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: 14604 Date: 1/17/2012 Report No: 1669 Installation Method Eastern Architectural Systems, Inc. Series FWI 1000 Single Hung Window 5' FROM rM,n. IV MAX MAX, C.C. fi ucp • • • • • • • • • • • • S PRO1M MAX. 7YP. INSTALLATION ANCHOR Alexis Spyrou, P.E. Florida No. 68101 Page 5 of 5 MIAM COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokbmis,.FI 34275 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 "PW-701" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller, 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 No. 10-0504.05 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. /04104,-cA MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Stream, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.Rovioero/ NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-1105.01) 2. Drawing No. 4259 -4 tided "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11', signed and sealed by Anthony Lynn Miller, 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 along with marked up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC -2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No. 10- 0504.05) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex -- Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. 2. Notice of Acceptance No. 11-0624.01 issued to E. L DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC 2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. E -1 • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 PGT Industri NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted wader previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 5. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted or=der previous NOA No. 10-0504.08) 6. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 10-0504.05, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window - L.M.I." approved on 09/22/10 and expiring on 02/19/14. Jaime D. Gascon, E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02, 2012 E -2 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 8 FOR W00D SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 8 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON Tt0ItD PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. 3. ANCHORAGE: THE 33 -1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD DURATION, CD, OF 1.8 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHARER REQUIREMENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 8. REFERENCES: TEST REPORTS, FTL -3835 & F L -3850, NOA: 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE - FLEX), ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHz). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. MOOD BUCKS, BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SWAT BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. Rand Deft Ifirkeems J.J. 10 18 11 0 2010 FRC UPDATE JJE F.K. FJC 7/14108 92- /4" VISIBLE LIGHT 98" RANGE TO FLANGE WIDTH 1 - 0 .rr �1P' °+`Air `. c 2" MAX. -�-� 1 98 /4" FIN TO FIN 5" MAX. O.C. 45 -1/4" VISELE LIGHT 5" MAX. O.C. 93- /4" VISIBLE UGHT B8" 2" .1=7 -1 48° --� 0 1/4" FIN TO FIN TYP. FLANGED FRAME ELEVATION TYP INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) 1OOA DRAMHNG TABLE OF CONTENTS GENERAL. NOTES.. ELEVATIONS, FLANGED.... ...... I ELEVATIONS, PITEGRAL FIN 1 GLAZING DETAILS.._..._ 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED2 INSTALLATION. INTEGRAL FIN 3 CORNER ASS'Y, INTEGRAL FIN3 INSTALLATION, FLANGED 4 CORNER ASSN', FLANGED 4 INSTALLATION, MSC 5 ANCHORAGE 8,7 EXTRUSION PROFILES 8 (TESTED UNIT) OTHER SWIPES AS SHOWN BELOW OR SIMRAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. .1 F.-- WIDTH —.41 vim T 1. WIDTH —.1T I- WIDTH --I T - z 1 Imo— WIDTH —.4 WIDTH 1070 TECHNOLOGY DRIVE N. VENICE. FL. 34275 P.O. BQX 1529 NO KOMIS, FL 34274 ELEVATIONS AND NOTES ALUMINUM WINDOW, IMPACT �y tatarnals realm I NTS I 1 "+ 8 I°n' 49.4 I U `��A `t11.YNU��i�i s l� �� acE N NSF' • �P '', * . No.58705 :* >t �yIL�,, PE.,'6sias Fln and Flanged Windows Maktmum Den19u PressuFO(•N 7/114 weal arises- Aenevle -aria 1/06wdl6ta/u180.•7/16AS•ene6 -.000 V0.3j005 psfl I 7ri81ank 3ri64•000600.0/1616 7yeweal @ta/181MB•W61W1.8ri8A•.O111PVe -VOID I 'A" WO" °haulm (r►) 24 30 38 42 48 84 00 87.878 a. 1 It 1 38 80.0 800 10.0 800 80.0 80.0 80.0 80,0 48 80.0 80.0 000 no 800 0.0 00.0 80.0 00.0 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 87.875 80.0 800 80.0 800 80.0 71.1 84.0 021 72 80.0 80.0 80.0 80.0 79.3 71.1 84.0 800 78.8 80.0 80.0 80.0 80.0 78.0 70.0 84.0 80.0 84 80.0 800 80.0 74.3 88.3 83.8 85.3 80.0 85.3 80.0 80.0 80.0 73.8, 87.4 82.8 88 80.0 80 80.0 80.0 77.2 04.7 80. 2 109.7 108.7 80.0 80.0 72.3 58.3 120 120 80.0 80.0 70.4 128 128 80.0 80.0 70.0 145 145 80.0 800 Fin and Flanged Windows Maximum Design pressure op psi) 7/114 weal arises- Aenevle -aria 1/06wdl6ta/u180.•7/16AS•ene6 -.000 V0.3j005 A` or'B" iilmena10E8 (hl) 24 30 38 42 48 84 80 07.878 g 1 a b 30 30.0 00.0 80.0 80.0 80.0 80.0 800 80.0 48 80.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 00 80.0 00.0 80.0 80.0 80.0 71.1 71.1 04.0 07.878 800 80.0 80.0 80.0 80.0 71.1 01.0 02.1 72 80.0 80.0 80.0 80.0 80.0 71.1 84.0 78.8 800 80.0 80.0 80.0 00.0 71.1 84.0 84 80.0 80.0 80.0 80.0 80.0 71.1 85.3 80.0 80.0 80.0 80.0 80.0 71.1 88 80.0 80.0 80.0 80.0 80.0 109.7 80.0 80.0 80.0 80.0 120 80,0 00.0 80.0 128 80.0 80.0 80.0 145 80.0 80.0 NOTES; 7/16' WA 01A89 NO8RALL 3/18. ANAEM.113 OR HEAT STRENOINDIED MASS .060" WPM BRAME OR ORERIMER 3/00" NFAT cuss tt S � 14 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 7/16' L00 OUSE wink 7/10• AIR SPACE 3r6• N&GYFD D NEAT 3/16. TEMPERED GLASS 1 1/16' IMO was N0$NSL ear 01WON1 Kneen OR AKIO SWUM TERLN66 o0°etlA4 i J ,s• ,8711 1116"408. 911 14 1 -1116" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) %A° k "B° DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. DIM. L 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145° NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND I/P TO THE NEXT AVARABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A° AND 11°) MAY 8E REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE. THIS SHEET). RACATotA Iftwa J.J. TO T8 /1T �O,UHANNN�IO�ED kttSt�C.4P 7q0 IMP FOR JO' RULE J R 3 1/10 Cluwnw BwFORA1AITlON FORWiARGErta HON !O W(LUDE FJL 4/4/07 8 NO 001000E THIS SHEET meow DIM. J "B" DIM. 1070 TECHNOLOGY D N. VENICE, FL 34275 P.O. BQX 1520 NOKOMIS, 7L 34274 GLAZING DETAILS ALUMWUMPICTURE WINDOW, IMPACT � NMI 2 or 8 �°"`°° 1 p N0.58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X W000 BUCK OR FRAMING .131" (1/8' X 2 -1/2" NAIL, WITHIN 2' OF CORNERS AND 5° O.C. 375° MIN. rEDGE DISTANCE MAX. WINDOW HEIGHT MAX WSIBLE UGHT OPENING HMO SEE ANCHOR GUIDEUNES, SHEET 8 1 3/8' MN. EMBEDMENT INT 2X WOOD BUCK OR FRAMING 131' (1/8") X 2 -1/2° NAIL, .375° MIN. WITHIN 2° OF EDGE DISTANCE CORNERS AND 5° O.C. 1/4° MAX. SHIM SEE 2X WOOD BUCK SHEET 6 OR FRAMING VERTICAL SECTION D -D Ir— 1/4° MAX. SHIM 1/4" MAX. SHIM —PH r— 2X WOOD BUCK OR FRAMING SEE ANCHOR ° ° GUIDELINES, ®O i1jl 111 4.- _ -,IIIIII(r`I i 90° CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS USTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Rome 0yr 0 18/11 W 0 NO CC�.HeANGE�eTOHIIS SHEET OM UP 3/31/10 c''�"° r86at N FGRw ANUEke 4PUH lu IM.iUUt C>.® C>.® Q I MAX. VISIBLE UGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C -C MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 1-3/8" MIN. EMBEDMENT 1070 TECHNOLOGY ORNE N. Vim, FL 34275 P.O. BQX 1528 NOKOMIS. FL 34274 Rated Or Dote Raftlonat BBD tleaked AK 7/14113 INSTALLATION FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT PW-7o1 1 NTS 1 3 4 8 I°'6° *42844 I D `,1%t1I171,.,, LYNN * ' No. 58705 \* aI ' e°ru 130 BTA A. Ly(tM WV; P.E. P.E./ 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, 4: SHEET 7 • MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. (MIU 1X WOOD BUCK --T 1/4• MAX. SHIM MAX. WINDOW HEIGHT VISIBLE MAX. LIGHT JNIERIQR OPENING SEE ANCHOR GUIDELINES, SHEET 8 SEE ANCHOR GUIDELINES, SHEET 6 I/4° MAX. SHIM 2X WOOD BUCK OR FRAMING VERTICAL SECTION B -8 SEE ANCHOR GUIDELINES, SHEET 7 WOOD BUCK 1/4' MAX. SHIM 1/4° MAX SHIM SEE ANCHOR GUIDEUNES, IX m MIN. CONCRETE KS' PER ANCHOR TYPE, -.. SEE SHEET 7 OR 1.5 KSI MIN. CAW SEE ANCHOR GUIDELINES. SHEET 7 8-0 ®5 ® MAX. WINNOW HEIGHT 90° CORNER ASSEMBLY HORIZONTAL SECTION A -A MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2' THICK OR GREATER. INSTAUATION TO THE SUBSTRATE OF W000 BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. Rnad J.J. R� %18/11 3/31 10 C 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 NO MAME DOS SHEET WAJN W wLLUDt 1070 TECHNOLOGY DRII N. VENICE, FL 34278 P.O. BQX 1829 NOK06tl3, FL 34274 Rend Bp Oda OroIM By Date F.1C 7H4103 namme hoc* ) INSTALLATION FLANGED FRAME ALUMINUM PICTURE WINDOW, IMPACT ICI + m8 I' ID PRODUCTREVISED tocconflyNgm5b dmFlorida Aompnn ft m 1/T>„1 Control NN ``,1tN1111h,,4,0111 LYN N Z i4,, * • No. 88703 pO •• STA iL !� 'iiSIONAL E%.�`• A. PItM# , P.E MISC INSTALLATION ETAILS FIN FRAME WITH FIN REMOVED 1 3/8" MIN. EMBEDMENT LA E''Yir � t'c SEE ANCHOR GUIDELINES, SHEET 6 MOM 1/4" MAX. SHIM 2X WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE 12 STEEL - DRILUN SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW EXTERIOR (SHEET 8) 0ADE APPROVED MULLION L/ (SEE SEPERATE NOA) ALUMINUM: 6083 -T8 NON. .125" MN. WALL THICKNESS 1/8° NOM. MIN. L- FIN FRAME WITH FIN REMOVED SEE R !.':. ;: •, ..• SHEET 7 . GSHEETNES, . '... ( T T LPER CONCRETE SKSI EE PER ANCHOR, SEE SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU OR 1.5 KSI MIN. CMU SEE ANCHOR GUIDELINES, SHEET 7 DEMOB IX WOOD BUCK 1/4' MAX. SHIM FIN FRAME WITH FIN REMOVED is LIB MAX. ■ L. f .. SHIM SEE ANCHOR SEE ANCHOR . .:4 ••'�� GUIDELINES. GUIDELINES, : :_ .. SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 INIERLQR SEE ANCHOR GUIDELINES, SHEET 7 EQUAL LEG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP 1r-- 1/4° MAX. SHIM 1 -3/8" 1NN. EMBEDMENT' EXCLUDING POINT #12 STEEL SELF-DRILLING SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) 1/8" NOM. MIN. /12 STEEL SELF- DRILLNG SAS USE (05) SAME ANCHOR SPACING NG EDGE DISTANCE AS #12 STEEL SCREW (SHEET 8) MOODS METAL FRAMING A36 STEEL Fy ■38 KSI MIN. .125" MIN. WALL THICKNESS EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY 1/4" MAX. SHIM 2X WOOD BACKER E1SDERIDS WOOD BACKED STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) AMIDE 1/4' MAX. SHIM MIN. CONCRETE KSI PER ANCHOR. SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL fir— 1/4' MAX. SHIM #12 STEEL SELF - DRILLING SMS (O5) USE SAME ANCHOR SPACING a1 SCREW (SHEET 8)/ EXIEBLOR STEEL STUD Fym33 K9 MIN. 18 GA MN. FLANGE FRAME FLANGE FRAME FLANGE FRAME LANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) ALUMINUM ULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUD /WOOD SUBSTRATE STEEL STUD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 8 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. W000 BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IX ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2'. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF W00D BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MUWON NOA APPLIES TO WHOLE SYSTEM. Ode &NIA= Ji.J 10 18/11 0 J.R. 3 /at /10 MMI 8..ma o Nam NO CHANGE 7HIS SHEET RM4AON FORWURGER ENr70N TO iNCLUi E mw the bDeta FAG 7114108 1070 TECHNOLOGY N. VENICE. FL 34278 P.O. BQX 1529 NCKOMIS, FL 34274 INSTALLATION FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT A man I NTB 18 a 8 I"" 42884 I D a ROanpl*MY with tho Florida Do81688 Co* 10 11- 11tfl.ib Head, Big and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1a4) AnchorDescrtptlon Anchor 7Vss \ °A° or B" Dimension (In) 24 30 36 42 48 64 60 67.875 Anchor Location• 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 _ 1. Ies a b In as Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 HeadlS@ 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 6 6 5 8 5 8 5 8 8 8 8 7 8 7 8 48 Janlb 4 4 5 4 8 4 6 4 6 5 5 5 5 6 8 6 8 6 8 6 5 5 8 6 6 5 8 5 5 6 6 5 HeadISAI 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 8 .8 8 7 8 8 8 7 8 7 7 8 7 60 Jamb 5 5 8 5 6 6 8 5 8 6 8 8 6 8 7 6 8 8 7 8 7 .8 7 8 7 8 7 8 7 8 7 6 Head/810 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 6 6 8 6 8 6 7 8 7 8 7 8 8 7 8 7 87.875 Jen1b 8 6 7 8 7 8 7 8 7 8 7 8 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 Head/8I0 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 6 6 8 5 8 8 7 8 7 8 7 8 8 7 8 7 72 Jamb 8 8 8 8 7 8 8 8 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 Head/GM 2 2 2 2 3 3 3 3 4 3 4 3 6 4 6 4 6 5 8 8 8 6 7 6 7 6 7 8 78.8 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 Heed/Sill 2 2 2 2 3 3 3 3 4 3 4 9 6 4 8 4 8 6 8 8 8 8 7 8 7 8 7 8 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8. 10 8 HeadfSIII 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 8 5 8 5 8 .8 7 8 85.3 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9. 8 10 8 Hesd/8W 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 6 8 8 7 8 Jamb 8 8 10 8 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 9 Head/SIN 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 5 5 8 6 108 7 Jamb 8 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 2 2 2 2 3 3 3 3 4 3 4 3 8 4 5 4 • W idth and Height dimensions maybe reversed to locate anchor quantities an the table. If so, the Head/SillandJamb rouse must also be reversed so that the longer dimension gets the most anchors. H�df881 120 Arab 10 10 13 10 11 10 13 10 11 11 13 11 HeadlBgt 2 2 2 2 3 3 3 3 4 3 4 3 128 Jamb 11 11 13 11 12 11 19 11 12 12 13 11 tleatl/88 2 2 2 2 3 3 3 3 4 3 4 3 145 Jamb 12 12 15 12 13 12 15 12 Haad13111 2 2 2 2 3 3 3 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 146° NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND me TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A' AND 18°) MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. How NEW SHEET FJ6 7/14103 Anchor TYPe AnchorDescrtptlon SuCatmte Min. Edge Diabetes Min. Embed - merit 1 512, Steel mew(( 8, Pine 0.885' 1.376° 012, Steel sense (05) SD Stud, 0r33 0.324° .0487180a 812, Steel screw ER_ 812, Steal screw 035) Alum. 8083.16 0.324" 0.125" A38 Steel 0.324° 0.125° 2 514, Steel screw 535) 8. Mee 0.804° 1.375" 814, Steel screw (05) 88. Stud, 0r33 Alum. 6083.16 AN Steel 0.384" 0.381° 0.381° .048'/180a 0.128° . 0.125" 014, Steel UMW (06) 514, Steal screw (05) 114" Steel Mason 8. Phw 1° 1.376° 1/4' 41088 OeteFlat 8. Pbte r 1.375° 4 6/16" Steel Ufireoon 8. Pies 1.28° 1.378° A° & °B° DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. r-- 9" DIM. --r••I DIM. -1.1 7 °B" DIM. ``1AUIIII /Nej1e ``. .0NY1.YNdVlyj..... `♦Si: VOEN8g ...7 * ' No. 58705 * 1. 1. 070 VENICE. 34275 275 P.O. BQX 1529 NOROMIS. FL 34274 ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT 16.8 � 26.4 1 D :31.0\ BTA i •4/[/` ' ;mss .. �1' e146�t(4M . P.E. P.E. 58705 Head, 8111 and Jamb Anchor Quantities Into Masonry (Anchor Types 6-7) Anchor TYPE "A" or °B" Dimension (In) 24 30 30 42 48 64 00 87.875 Anchor Location' M, 6 8 7 6 8 7 6 8 7 8 8 7 5 6 7 5 8 7 5 8 7 6 8 7 ic Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 Head1S01 2 2 2 3 3 3 4 4 3 5 5 4 5 5 4 8 8 5 8 0 5 7 7 6 48 Jamb 5 4 4 5 5 4 8 6 4 8 5 5 8 8 5 6 6 5 8 6 8 8 8 8 I1esdIS10 2 2 2 3 3 3 4 4 3 5 6 4 6 8 8 7 6 8 7 8 8 8 7 7 60 Jamb 8 6 5 8 8 5 8 6 5 7 6 8 7 8 8 7 6 5 7 8 8 7 8 8 Head= 2 2 2 3 3 3 4 4 3 5 5 4 6 6 5 7 8 0 7 8 8 8 7 7 67.875 Jamb 7 6 6 7 8 8 7 7 8. 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 Head/S61 2 2 2 3 3 3 4 4 3 5 6 4 8 6 6 7 8 0 7 8 8 8 8 7 Jamb 8 8 6 8 7 8 8 7 0 8 7 7 9 7 7 9 7 7 9 8 7 Headf810 2 2 2 3 3 3 4 4 3 5 5 4 8 8 8 7 8 8 7 8 8 7 8 8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 Head/SID 2 2 2 3 3 3 4 4 3 6 5 4 6 5 6 7 8 8 7 8 6 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 HeadiSM 2 2 2 3 3 3 4 4 3 5 8 4 8 5 8 7 8 0 88 3 • Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 a Head/SW 2 2 2 3 3 3 4 4 3 6 6 4 6 5 6 7 8 8 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Headl8el 2 2 2 3 3 3 4 4 3 6 6 4 8 6 5 109.7 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 Head/S10 2 2 2 3 3 3 4 4 3 5 5 4 • 120 Jamb 13 10 10 13 11 10 13 11 10 Width and Height dimensions may be reversed to locate anchor quantities on the table. N so, the Head/5II l and Jamb rows must also be reversed so that the longer dimension gets the most anchors. . FloadBie 2 2 2 3 3 3 4 4 3 128 Jamb 13 11 11 13 12 11 13 12 11 Head13D 2 2 2 3 3 3 4 4 3 145 Jamb 15 12 12 16 13 12 FieadWSW 2 2 2 3 3 3 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145' pal Q HAVE AN AREA OF MORE THAN 32FT'. 2. FOR SIZES NOT SHOWN, ROUND UE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL YANDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FR WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A' AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TASLE COLUMNS TO MATCH THE SUBSTRATE. A' DIM. L Anchor Anchor Description Type Mkt. MM. Substrate Edge Embed - Distmlw menu 6 114' Steel Macon 114" Steal Macon 'Hotcw Block 1' 2.7k Comret0 1" 1.375" 8 114" 410 88 CfeteFle8 Hollow Block 1" 1.25' 114" 410 88 CfeteFIex 3.36& Concrete 1' 1° 7 5118" Stet Macon 6118" Steel Ultimo Holm Block 3J3k Concrete 1.863° 1.26` 1.ar 1' & 'B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. I+-- "B" DIM. -1.1 iF DIM. -I "B" DIM. J.J.J. 0/18/11 0 NO CHANCE MS SHEET J. r✓r Ra.>tlmm 1q� HGUHAIY ZION lu INCLUDE J.R. 3 31/10 C �TIOR FOR IEI t�� 1070 TECHNOLOGY DRIVE N. VENICE. FL 34276 P.O. SQX 1529 NOKOID , FL 34274 Rosa By cram R,.hlam F.K 4 4/07 8 NEW SHEET many Daia ctmotaa Mato ' ANCHORAGE, MASONRY SUBSTRATE AtIK ALUMINUM PICTURE WINDOW, IMPACT &racro I v SI 7 a 8 r 4294 o `W °WW, I l l l i u.r i :� ••�OEN�• �'� iii * . No. 58705 *� '4/SYONAL�`� A. to P.E. P.E./ 58705 2.784° INTEGRAL FIN FRAME MAT'L: 6063 —T5 DWG NO. 4256A I —.970" .975° .050" -•fl-- 7/16" LAMI GLASS BEAD 10 Kri DWG 6 NO. 6063—T5 .348' —►i .975" .050" u 1 1 -1/16" LAMI I.G. GLASS BEAD 11 MAT'L: 6063 —T5 DWG NO. 4254 INSTALL. FASTENER COVER to MAT'L: 6063 —T5 DWG NO. 4224 2.784° — FLANGED FRAME O DWG NO. 4253 J✓ 0/18/11 • NO CHANGE THIS SHEET ITEM DWG 0 PART # DESCRIPTION 1 425M 84258 Integral fin tame head, sill & jamb 2 4263 64253 Flanged frame Tread, si I & jamb 7 1155 781PQX 48 x 1 Quad PH SMS stainless steel 8 Schnee-Morehead SM5504 acryl -r n arrow Joint sealant or 10 4265 64255 7H8 land glass bead 11 4284 84254 1 -1/18 land LO. glass bead 12 1224 81P247 Vinyl bulb weed erstdp {flick) 13 4224 Irtstallatian fen cover 14 Dow Coming 899 glazing sealant or equluelenl 15 Dow Coming 998 silicone structural sealant, black 17 7/18" lama glow 3/16" annealed - .090 DuPont Bttacite or Saha( KeepSafe Maximum PVB Intedayer - 3/18" heat stmngthened 18 11116" lama 1.0. glass 3/16" heat strengthened outboard - 7/162 airspace - 3116" annealed - .090 DuPont Btrtache or Sake( KeepSafe Maximum PVB lntedayer - 3116" heal strengthened 20 4282 84282 Architectural comer key 21 7/16" lama gases 3/16" heat strengthened - .090 DuPont Bulacte or Satex KeepSefe Maximum PVB Intedayer- 3116" heat strengthened 22 1 -1/16" lama 1.0. glass: 3/18" heat strengthened outboard - 7/16" airspace - 3/182 heat strengthened - .090 DuPont Butaclte or Salim KeepSafe Maximum PVB Intedayer- 3/16" heat strengthened x dlr• D3 31 /10 G INFORdIaR1NtFORwtARGERflelagge Oro 10 INCLUDE R D rown Chocked A°on FJL _ 7/14103 1070 TECHNOLOGY Del N. VENICE, FL 34275 P.O. eQX 1829 NOKOt95, FL 34274 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE !WINDOW, IMPACT I N 3I 8 d 8 I I D `�`N41lYNN ykr��i�i * e N0.5805 4. evos 1�aONA1 - IsOti� O P.G P.E.g �`• Florida Building Code Online I ^LORIOA - OSPAgTM &NT OF & Professional Reaudation Florida Departmento( Busjnes Protessi Regulation BCIS Home 1 Log In !: tense efameailq. Reru:d�r ir.:d:. I EMERGENCY MANAGEMENT I OFFICE OF THE 0,* SECRETARY User Registration ! Hot Topics Product Approval USER: Public User Page1of Submit Surcharge 1 Stats & Facts 1 Publications Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By FL14610 -R1 Revision 2010 Approved FBC Staff I BCIS Site Map Links Search pproved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. Eastern Architectural Systems 10030 Bavaria Road Ft. Myers, FL 33913 (800) 281-6564 fbc @buildingdrops.com AJ Giacalone fbc @buildingdrops.com Referenced Standard and Year (of Standard) a..1--_:1 a:_ — — — L_.. i._ .. _ 1.1 Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard AAMA /WDMA/CSA 101/I.S.2/A440 ANSI /AAMA /NWWDA 101 /I.S.2 ASTM E1886 ASTM E1996 TAS 201 TAS 202 TAS 202 Year 2005 1997 2005 2005 • 1994 1994 1994 • Florida Building Code Online Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Page 2 of Florida Licensed Professional Engineer or Architect FL14610 R1 Emily ASTM E 1996 Equivalency Letter SS.pdf Method 1 Option A 02/14/2012 02/22/2012 02/27/2012 Summary of Products Model, Number or Name 14 0.1 !Series "1000" Aluminum Limits Approv Approved Impact Res Design Pressu Other: Configurat 63" Max. Vent Size: Monolithic or I.G. Temp or I.G. Annealed Glass f Use for use in HVHZ: No r use outside HVHZ: Yes Description Horizontal Sliding Window Certification Agency Certificate FL14610 R1 C CAC NI009471.01- R1.pdf FL14610 R1 C CAC NI009471.03.odf nt: No Quality Assurance Contract Expiratio : +35/ -35 04/30/2015 : XOX Max. Frame Size: W -112" H- Installation Instructions 28" H- 60.25" Glazing: Fixed Lite: FL14610 Ri II EAS004 2010 C ed Glass Vent Lite: Monolithic Verified By: Alexis Spyrou, P. Created by Independent Th' Evaluation Reports FL14610 R1 AE PER Created by Indepen 14610.2 HSeries "1000" S.Ddf lorida P.E. 68101 Party: Yes Date 81 SS.pdf nt Third Party: Yes uminum Horizontal Slidin indow Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Configuration: XO Glazing: Monolithic or I.G. Annealed Glass Refer to drawing EAS002 for Max. Fram and Vent Sizes and Design Pressure Ratings 4 Certificatio FL14610 FL1461 FL14 F gency Certificate C CAC NI006178.01- R1.pdf R1 C CAC NI006178.02- R1.pdf 0 Ri C CAC NI006178.03.odf 4610 R1 C CAC NI006178.04.odf ality Assurance Contract Expiration Date 06/30/2015 stallation Instructions 4610 R1 II EAS002 SS.pdf d By: Alexis Spyrou, P.E. Florida P.E. 68101 by Independent Third Party: Yes Reports AE PER 1682 SS.pdf pendent Third Party: Yes Ver Creat Evaluati FL14610 R Created by In 14610.3 Series " Impact 1000" Aluminum ted Horizontal Sliding indow Limits of Use Approved for use in H Approved for use o Impact Resistan • Design Pressur Other: Confi 60" Max. S 3/16" He Maxim App Z: Yes ide HVHZ: Yes es : +80/ -80 ration: OX Max. Frame Size: W -72" H- Size: W -36" H -57" Glazing: Laminate - Strengthened Glass /0.090" Saflex /Keepsake / 3/16" Heat Strengthened Glass, Interlayer ved under NOA 09- 0127.13 Certification Agency FL14610 R1 C CAC 09- FL14610 R1 C CAC NI00 Quality Assurance Contract 12/31/2014 Installation Instructions FL14610 R1 II EAS001 SS.pdf Verified By: Alexis Spyrou, P.E. Florida •. Created by Independent Third Party: Yes Evaluation Reports 461 s _ AE PER 1 • ; . • df rtificate 27.13. pdf 9.01.odf piration Date Cre %ed by '• epen t Third arty: . 68101 14610.4 Series "FWI 1000" Aluminum Impact Rated Limits of Use TIC V Horizontal Sliding Window Certification Agency Certificate • Florida Building Code Online. Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/ -120 Other: Glazing: Laminate- 3/16" Heat Strengthened Glass /0.100" PVB Interlayer by Solutia/ 3/16" Heat Strengthened Glass Refer to drawing EAS003 for Max. Frame & Panel Sizes, Interlayer Approved under NOA 09- 0127.13 Limi Use r use in HVHZ: No e outside HVHZ: Yes 0 Approve Approved for Impact Resistan Design Pressure: +5 Other: Configuration: XO 59.5" Glazing: 3/4" O.A. I.G. -1/ 41 VI Page 3 of FL14610 R1 C CAC 09- 0127.13.odf FL14610 R1 C CAC NI010658.01.PDF FL14610 R1 C CAC NI010658.PDF Quality Assurance Contract Expiration Date 02/28/2015 Installation Instructions FL14610 R1 II EAS003 SS.odf Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14610 R1 AE PER 1684 SS.odf Created by Independent Third Party ntal y' in 0 Frame Size: W- 71.5" H- nnealed Glass d Yes Certification Agency Certificate FL14610 R1 C CAC NI010634.01.PDF Quality Assurance Contract Expirati 03/31/2014 Installation Instructions FL14610 R1 II EASO45 S Verified By: Alexis Sp Created by Inde Evaluation FL1461 Cre 14610.6 QSeries 4241 Vinyl Impact Rated df u, P.E. Florida P.E. 68101 ent Third Party: Yes orts 1 AE PER 1685 SS.odf d by Independent Third Party: Yes ate rizontal Sliding Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/ -50 Other: Configuration: XO + =x. Frame Size: W -71.5" H- 59.5" Glazing: 3/4" O.:. .G. -1/8" Annealed Glass /Laminate -1 Annealed Glass /0.090" PVB by Solutia /1/8" ealed Glass Cert FL14610 tion Agency Certificate C CAC NI010634.02.PDF CAC NI010634.PDF ontract Expiration Date FL14610 R1 Quality Assuran - 03/31/2014 Installation Instructions FL14610 R1 II EASO46 SS.o. Verified By: Alexis Spyrou, P.E. Flor Created by Independent Third Party: Y Evaluation Reports FL14610 R1 AE PER 1686 SS.odf Created by Independent Third Party: Yes P.E. 68101 Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. Copyright 2007 -2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public - records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster @dbor.state.fl.us. Product Approval Accepts: t......n______. n_��_i___a�.__ ___ i._..i L1 WERE EASTERN ARCHITECTURAL SYSTEMS, INC SERIES FWI 1000 IMPACT HORIZONTAL ROLLER INSTALLATION NOTES: 1 ONE (1) INSTALLATION ANCHOR I5 REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (1.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE I/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR INSTALLATION INTO WOOD FRAMING USE 814 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/4 INCH DIAMETER MN TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. 7. FOR INSTALLATION INTO METAL STUD FRAMING OR APPROVED MULLION USE 814 SELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE THREE (3) THREADS MINIMUM PENETRATION BEYOND THE METAL STRUCTURE. 8. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 10.FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE S MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 11.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 12.INSTAUATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1(OR GREATER). D. STEEL- MINIMUM TENSILE YIELD STRENGTH AF 33 KSI. E. ALUMINUM - MIN. 0.125' THICK 6063 -TS (Fy.16000 PSI) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPUED PRODUCT LOADS TO THE FOUNDATION I5 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A UCENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL 6083 -T6 ALUMINUM 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300-04 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAIL 8. DESIGNATIONS 'X" AND 'O' STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION & GENERAL NOTES 2 A ELEVATION & ANCHOR LAYOUT 3 A VERTICAL SECTIONS 4 A HORIZONTAL SECTIONS & GLAZING DETAIL 5 A COMPONENTS & BILL OF MATERIALS DESIGN PRESSURE RATING \ DESIGN PRESSURE MISSILE IMPACT RATING +1001 -120 PSF R GILE D SMALL Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2012.02.1419:1833 -05'00' Eastern ANEJSMITUIRAL SYSTEMS PASTERN A ECIURN. SYSTEMS 10030 &WAIGA ROAD FTMYERS, FL 33911 P7t (800)432 -2207 F:■ (239)3694412 V O' S` �- ovgk REVISIONS lV O FBC 2010 CODE CHANGE I %�OJ• t. t :. 1..1 .. 61. P. . .40. 4�Q' LL yame. Olt 1� g: .)o a..;. Z of I n'icp ti .,u2 �i Z 421 ql. 4 u. DWG # EAS003 SHEET: 1 OF 55 UNIT MAX WIDTH 120° SASH MAX WIDTH 30° D.LO. DLO. MAX MAX WIDTH WIDTH 55" 25.25" 3" MAX FROM CORNERS TYP 5" MAX FROM CORNERS TYP UNIT MAX HEIGHT 63° SASH MAX HEIGHT 59.25° O.C. SASH MAX WIDTH 36.5" D.L.O. MAX WIDTH 32.625" ELEVATION F— UNIT MAX WIDTH 74.125° v ANCHOR LAYOUT 3° MAX. FROM 5° MAX FROM 1...,_ CORNERS TYP CORNERS TYP D.L.O. Max 10.50° MAX HEIGHT O.C. TYP 56° UNIT MAX HEIGHT 63° SASH MAX HEIGHT 61° INSTALLATION ANCHOR ELEVATION 11.25° MAX O.C. TYP 3° MAX FROM CORNERS TYP 11.25" MAX O.C. TYP ANCHOR LAYOUT 9° MAX 0.c. AU.H1,r ,WY. mamma FASTON AltalITECTURAL SYSTEMS 10030 BAVARIA ROAD FrAWERS. FL 33913 PK (B00) 432.2204 PX (239) 369 -2412 Q� EPS REVISIONS N 0 z 0 0 FBC 2010 CODE CHANGE cg ea to) DWG #: EAS003 SHEET: 2 OF 5 CONCRETE/MASONRY BY OTHERS 1/4° ITW TAPCON INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/MASONRY & 1X WOOD BUCK BY OTHERS IX WOOD BUCK BY OTHERS CAULK BETWEEN FLANGE & 2X EXTERIOR FINISH BY OTHERS 0 A. WINDOW HEIGHT PERIMETER CAULK BY OTHERS ximmt"-Elli :141 ° 4 MAX SHIM 1 Oe 21/2" MIN. EDGE DISTANCE 3/4° MIN. EDGE DISTANCE 1114" MIN. EMBEDMENT EXTERIOR INTERIOR 0 VERTICAL SECTION HEAD - MASONARY/CDNCRETE EXTERIOR GLAZLNG DETAIL 0 A. WINDOW HEIGHT INTERIOR PERIMETER CAULK BY OTHERS e _ratitis Ili" rim PRECAST SILL BY OTHERS CAULK BETWEEN FLANGE & PRECAST SILL 1/4" ITV TAPCON INSTALLATION ANCHOR 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 21/2" MIN. EDGE DISTANCE 0 VERTICAL SECTION PRE-CAST SILL SHEATHING BY OTHERS CAULK BETWEEN FLANGE & PRECAST SILL EXTERIOR FINISH BY OTHERS 0 A. WINDOW HEIGHT 1 O.A. WINDOW HEIGHT #14 SELF-TAPPING SCREW INSTALLATION ANCHOR 1864. STEEL STUDS BY OTHERS MIN. 3 THREAD PENETRATION THROUGH METAL STRUCTURE ‘.1g101 :7-17 INTERIOR PERIMETER CAULK BY OTHERS EXTERIOR 0 VERTICAL SECTION HEAD - STEEL STUD EXTERIOR GLAZING DETAIL 0 .4111. r-11 INTERIOR CAULK BETWEEN FLANGE & ALUMINUM FRAMING 1/4" MAX. SHIM MIN. 3 THREAD PENETRATION TI-ROUGH METAL STRUCTURE #14 SELF-TAPPING SCREW INSTALLATION ANCHOR 0.125° ALUMINUM STUD OR APPROVED MULLION 0 VERTICAL SECTION SILL- ALUMINUM STUD NNW AlleinTrZfUlIAL SVIITIMIll EASTERN ARCHITECTURAL SYSTEM 0330 BAVARIA 120Ab MINERS, FL 33913 PM (3113) 432404 FX (2S9) 36944/2 g E REVISIONS 0 SHEET: 3 OF 5 2X WOOD BUCK BY OTHERS 1 3/4" MIN. EDGE DISTANCE 1 1/2° MIN. EMBEDMENT x-1/4" MAX. SHIM INTERIOR GLAZING DETAIL1 #14 WOOD SCREW INSTALLATION ANCHOR CAULK BETWEEN IX WOOD BUCK & CONCRETE /MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BETWEEN FIN & EXTERIOR PERIMETER CAULK BY OTHERS NOTE: DECORATIVE FIN CAN NOT BE USED IN CONCRETE/ MASONRY INSTALLATION. O.A. WINDOW WIDTH E HORIZONTAL SECTION 4 JAMB - 2X WOOD BUCK DECORATIVE FIN 0.475° O.A. LAMINATED GLASS CONSISTING OF: 3/16" HEAT STRENGTHENED GLASS, 0.100" PYB INTERLAYER BY SOLUTIA, 3/16" HEAT STRENGTHENED GLASS INTERIOR EXTERIOR 1 0.7000 GLASS BITE DOW 1199 OR SIKA 550 GLAZING DETAIL 1 MIN. 3 THREAD PENETRATION THROUGH METAL STRUCTURE 1/4" MAX. SHIM SPACE INTERIOR GLAZING DETAIL 1 18 Ga. STEEL STUD BY OTHERS #14 SELF TAPPING SCREW INSTALLATION ANCHOR EXTERIOR 4 HORIZONTAL SECTION MEETING RAIL EXTERIOR O.A. WINDOW WIDTH SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS cpHORIZONTAL SECTION JAMB - STEEL STUD ihtfUSIAVIITLINAL SWITEMS EASTERN Aae¢lECTU ALSTWI MS ttOSO RAVA:cA ROAD FTAYERS•MM.. M6 (SCD) 4324204 F8E M9)2694412 r REVISIONS N 0 DWG# EA5003 SHEET: 4 of 5 0 FRAME HEAD 0.062° TYP WALL THICKNESS 0 0 0 FIXED FRAME JAMB 0.062° TYP WALL THICKNESS 3.361 i1.8231— FIXED RAIL 0.062° TYP WALL THICKNESS OFRAME SILL 0.062° TYP WALL THICKNESS r_ 3.343 -y7. 2.635 FRAME LOCK JAMB 0.062° TYP WALL. THICKNESS - 3.056 3.445 O 0.062" TYP WALL THICKNESS 1701 1.375 7 VENT JAMB STILE 0.062° TYP WALL THICKNESS 2.521 1- 2.373 0 1.573 VENT MEETING RAIL 0.062° TYP WALL THICKNESS 2.579 x- 2.248 ° BILL OF MATERIALS ITEM NO DESCRIPTION MATERIAL MANUFACTURER 1 FRAME HEAD 6063 -T6 EAS, INC 2 FRAME SILL 6063 -T6 EAS, INC 3 FIXED FRAME JAMB 6063 -T6 EAS, INC 4 FRAME LOCK JAMB 6063 -T6 EAS, INC 5 FIXED RAIL 6063 -T6 EAS, INC 6 APPLIED FIN 6063 -T6 EAS, INC 7 VENT HEAD /SILL 6063 -T6 EAS, INC 8 VENT JAMB STILE 6063 -T6 EAS, INC 9 MEETING RAIL 6063 -T6 EAS, INC 10 GLAZING BEAD 6063 -T6 EAS, INC 11 ROLLER ASSEMBLY 12 WEEP COVERS 13 FRAME JAMB BULB VINYL 14 VENT STILE BULB VINYL 15 MEETING RAIL WOOL PILE 16 VENT HEAD/ SILL WOOL PILE 17 VENT HEAD/ SILL WOOL PILE 18 FOAM PADS 19 SASH LOCK 6063 -T6 EAS, INC 20 DECORATIVE FIN 6063 -T6 EAS, INC GLAZING BEAD 0.062° TYP WALL THICKNESS 0.944 1.292 OHI RISE FRAME SILL 0.062° TYP WALL THICKNESS 3 361- -1 4.426 20 DECORATIVE 045" WALL THICKNESS 1.745 - I- -----I r 0.235 MOM ARDWITZOTIMAL e,w EASTew ARCHITECTURAL SYSTEMS maw BAVARIA ROAD FTMYERB.FL 33913 Pit (OO)4322204 FIG(239)369. 412 REVISIONS 0 8 o ; iIII9 3 a$ ircic DWG# EA5003 SHEET: 5 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact @buildingdrops.com Product Evaluation Report of Eastern Architectural Systems, Inc. Series FWI 1000 Horizontal Roller Window (Impact) for Florida Product Approval FL# 14610 Report No. 1684 Florida Building Code 2007 & 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Windows Horizontal Slider Series FWI 1000 Horizontal Roller Aluminum 6063 -T6 74.125" x 63" 120" x 63" Prepared For: Eastern Architectural Systems 10030 Bavaria Road Ft Myers, FL 33913 Prepared by: Alexis Spyrou, P.E. Florida Professional Engineer # 68101 Date: 1/17/2012 Contents: Evaluation Report Pages 1— 4 Installation Details Pages 5 Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2012.01.30 05:36:41 - 05'00' //s\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #:14610 Date: 1/17/2012 Report No: 1684 Manufacturer: Eastern Architectural Systems, Inc. Product Category: Windows Product Sub - Category: Horizontal Slider Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Series FWI 1000 Horizontal Roller Window (Impact) Scope: Limits of Use: This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL # 68101) for Eastern Architectural Systems, Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Alexis Spyrou, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2007 & 2010 Florida Building Code as per standards listed on page three of this document. See Installation Instructions EAS003, signed and sealed by Alexis Spyrou, P.E. (FL # 68101) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2007 & 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 & 2010 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing EAS003, require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions EAS003, for size and design pressure limitations. Alexis Spyrou, P.E. Florida No. 68101 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: 14610 Date: 1/17/2012 Report No: 1684 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute (FBC Organization #: QUA1789). Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 1. Product Testing performed by National Certified Testing Laboratories, Inc. (FBC Organization #: TST1589) Report #: NCTL- 210 - 3751 -1 2. Product Testing performed by National Certified Testing Laboratories, Inc. (FBC Organization #: TST1589) Report #: NCTL- 210 - 3752 -1 3. Quality Assurance National Accreditation & Management Institute (FBC Organization #: QUA1789) Alexis Spyrou, P.E. Florida No. 68101 Page 3 of 5 /\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: 14610 Date: 1/17/2012 Report No: 1684 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood frame substrate, use #14 Wood Screws type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate, use #14 self- tapping screw anchors of sufficient length to achieve three (3) threads minimum penetration beyond the metal structure. E. For aluminum substrate, use 1#14 self - tapping screw type aluminum frame anchors of sufficient length to achieve a minimum three threads penetration beyond metal structure. Refer to Installation Instructions (EAS003) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Size DP 74.125" x 63" +100/ -120 PSF 120" x 63" +100/ -120 PSF Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: 14610 Date: 1/17/2012 Report No: 1684 Installation Method Eastern Architectural Systems, Inc. Series FWI 1000 Horizontal Roller Window 3" MAX FROM MAX MAX CORNERS TYP rr 0.C. � oc 5' MAX. FROM 1.• CORNERS TYP s ir MAX oc. INSTALLATION ANCHOR 1 1 1 1 1 1 1 1 9 1 11 111 11 1 1 1 1 11 111 3' MAX FROM --J L CORNERS TYP ANCHOR LAYOUT I I mar MAX 0.c.TYP CORERS TYP 1129 MAX O.C.1YP ANCHOR LAYOUT a" MAX o.c. Alexis Spyrou, P.E. Florida No. 68101 Page 5of5 ' Ifnercr- MIAM COUNTY DEP OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delay Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Juris f fiction (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: Clipped, Extruded Aluminum Tube Mullion — L MJ. APPROVAL DOCUMENT: Drawing No. M07 -04, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 10 /01 /07, with revision C dated 12/06/11, prepared by Al- Farooq Corporation, signed and sealed by Javad 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- 1004.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175.2474 T (786) 315 -2590 F (786) 315 -2599 www.miamIdade.gov /nerd, LVP NOA No. 12-0221.09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 Page 1 SIW Imnact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07 -04, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06 /11, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmed, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4107, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07- 1016.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per SFBC 36032 (b) along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4108, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted raider previous NOA#07- 1016.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of series 100 mulled fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4115, dated 04 /09107, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA#07 -1 01606) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al -Farooq Corporation, dated 08/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmed, P.E. (Submitted under previous NOA #10-1 004.41) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Manuel P.E. Product Con ' roar NOA No. 1.09 Expiration Date: November 21, 2017 Approval Date: Aprll 26, 2012 E -1 SIW Impact Windows. LLC. NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated December 05, 2011, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion — L.M.I., approved on 11/11/10 and expiring on 11/21/12. E -2 aAWSL/ Manuel Pe . Product Control NOA No. 12 .09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND GAN BE USED WITH ALL MUAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY ECU S; TI0.5 PRODUCT HAS BEEN 0551011ED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLDRIDA BUILDING CODE 2010 FDITIOAI INCLUDES 115111 VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.Et WIND LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD TRICKS BY ODERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS W THE SIRUCIURE. ANCHORS SHALL BE AS USim, SPACED AS SHOWN ON 0EDUIS, EMBEDMENT 10 BASE MATERIAL SHALL BE BEYOND WALL COVEISNO (STUCCO. 711E ETC.). ANCHORING CONDITIONS OTHER THIN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DIRM1CN INCREASE IS USED 54 DEAN OF AFB INTO WOW WILY. MATERIALS RICWDENO SIR HOT LDO1m W SITEVITETAL SCREWS, THAT COLE INTO CONTACT W1111 OTHER OSSIBAR MEWLS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BUM. CODE SECTION 2003.8.4. INSTRUCTIONS. USE CHARTS ACA GRAPHS AS FOLLOWS. DETERMINE DESIGN WAD R PER ASCE 7 �. FOR PARTCWAR OPENING. USE UTAMh8ADE COUNTY APPROVED OMZNO PRODUCTS MEETl5 ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULUOPI AS PER PRODUCT 1 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTEMRS SIZES AND SPACING APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLCN DESIGN REDID MORE THAN DOM LOAD IN STEP 1 ABOVE. USNO ANCHOR TYPES ON SHEET 5 THIN 7 AND UNCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH 0FSIGI RATI NNO RE MO THAN 111E DESIGN LOADS BPEGFTED N SIftiP 1 ABOVE. pRorarcr •amplyingRMILDisomo No to V/ 1 � D1LA !..r,,514 1i 3 F2.1 1 FA 4 m 3 V221 1 1 1 8 1 1 1 a ro (sheet 1 of 7 ) 3.000 1.000 r_ NP. 125 1 X 3 STD. MULLION 6083 -16 1.000 .125 4.000 1 X 4 STD. MULLION 6083 -T6 -1 1.000 .128 4.000 1 X 4 CUSTOM MULLION 6083 -T6 1 -1/4 X 4 -1/2 CUSTOM MULLION 8063 -i8 MULLION CLIP (6083 -76) '.LT. 1O ) 8410 1BY EE1p1U.bGNS. ro FR SNUG 4.000 .128 2 X 4 .202._111M111211 6083 -76 �- 2.000 —d 4.000 .260 TYP. 2 X 4 HEAVY MULLION 6083 -T6 .4- 2.000 8.000 2 X 6 STD. MULLION 6083-16 �- 2.000 —• ..ffi0 TYP. 8.000 2 X 6 HEAVY MULLION 6063 -76 .126— 3.750 1.030 DESIGN LOAD CAPACITY - P3P (TO82 MILLIONS) D DlffiI019 L LOAS C CAPACITY - - P PRP (7088 M MULLIONS) D 8 8 4 8 8 1 0 8 8 1 8 1 DBS108 L LOAD C CAPACITY - - P P8/' (7085 8 80221083) DRAW S STD. 1 11427 D I N D O B DINS. 1 1 2 3 1 1 2 4 1 1 1 4 4 1-1/4 1 STD. > >ffiAVY S STD. H H8AW s 13111 (N) W WILL 82AN S swim (0)'Iwu. S SPAN 9 mug (N) 1 18.01. 6257 8 19 -1/8" 1 - 30-3/8" 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 19 -1/8' 8 84.3 1 130.0 1 130.0 1 1130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 19 -1/8'. - 130„ - - 3 37.9 5 50.3 7 789 5 55.3 8 88.7 1 130.0 1 11700 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130A 1 130.0 1 130.0 2 48.4 8 890 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 2 - - - 4 42.8 8 880 3 319 7 71.2 1 111.0 1 130.0 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130,0 1 130,0 1 130.0 3 41.0 8 87.9 1 130.0 1 130.0 1 128.4 1 130.0 1 130.0 1 13010 3 - - - 3 37.8 6 60.3 3 38.3 5 52.9 9 98.1 1 1309 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 3 33.2 7 71.3 1 1119 1 13013 1 104.1 1 130.0 1 130.0 1 130.0 3 - - - 3 30.8 4 40.8 - - 5 51.0 7 790 1 130.0 130.0 1 130.0 1 130.0 1 130A 1 130.0 1 130.0 1 130.0 1 130.0 4 - 0 02.8 9 983 1 1278 9 91.7 1 130.0 1 130.0 1 130,0 4 - - - - - 3 38.9 - - 4 449 7 741 1 121.7 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 4 - 5 54.0 8 840 1 111.5 8 80.3 1 130.0 1 130.0 1 130.0 4 - - - - - 3 31.4 - - 3 39.3 0 013 1 1128 130.0 1 130.0 1 130.0 1 1300 1 130.0 1 130.0 1 130.0 1 130.0 5 - 4 48.8 7 704 3 30.1 7 71.4 1 127.2 1 130.0 1 130.0 8 - - - - - - - - - 3 349 1 141 1 100.1 1239 1 1311.0 1 130A 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 8 - 4 44.0 6 68.0 3 302 8 842 1 114.5 1 130.0 1 130.0 5 - - - - - - - - - - 3 33.1 4 490 9 90.1 1125 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 9 - 4 40.0 8 826. 8 81.1 3 30.4 1 104.1 1 110.7 1 130.0 3 - - - - - - - - - - - 4 448 9 919 1032 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 7 - 3 309 5 57.3 7 74.4 5 53.5 3 30.4 1 109.5 1 130.0 7 - - - - - - - - - - - 4 40.9 7 78.1 19 -1/8' 1 88�/B' 8 130.0 1 1010 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 19 -1/8' 5 88 - 51.5 1 1104 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 19 -1/8' - 130• - - - - 4 44.5 6 69.3 4 41.8 7 74.1 1 116.8 1 130.0 130.0 1 130,0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 2 37.2 7 70.7 1 124.7 1 130.0 1 119.4 1 130.0 1 1340 1 130.0 2 - - - 3 32,1 4 42.8 - - 8 81110 8 83.4 1 130.0 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 3 3032 7 70.4 1 110.2 1 130.0 1 102.8 1 1311.0 1 130.0 1 130.0 3 - - - - - 3 37.8 - - 4 47.3 7 73.7 1 130.0 118.3 1 130.0 1 130.0 1 1300 1 130.0 1 130.0 1 130.0 1 130A 3 - 6 67,1 9 99.3 1 115.8 8 83.4 1 130.0 1 130.0 1 130.0 3 - - - - - 3 30.9 - - 3 39.3 0 099 1 1099 101.8 1 130.0 1 130.0 1 130.0 1 130.0 1 1300 1 130.0 1 130.0 4 - 5 5013 7 79.7 1 104,7 7 73.5 1 130.0 1 130.0 1 1300 4 - - - - - - - - - 3 339 5 52.0 9 9817 89.9 1 130.0 1 130.0 1 130.0 1 130.0 1 130A 1 130.0 1 130.0 4 - 4 44.0 8 88.8 9 919 8 84.3 1 1148 1 130.0 1 130.0 4 - - - - - - - - - - - 4 411 8 849 79.0 1 127.2 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 5 - 3 39.1 0 01.2 8 81.4 8 87.1 1 1019 1 130.1 1 130.0 6 - - - - - - - - - - - 4 40.9 7 782 71.1 1 114.5 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 8 - 3 35.2 5 50.1 7 73.3' 5 51.4 9 91.7 1 112.5 1 130.0 5 - - - - - - - - - - - 3 389 0 07.7 84.7 1 104.1 1 130.0 1 1340 1 130.0 1 130.0 1 130.0 1 130.0 8 - 3 32.0 5 50.1 0 05.5 4 447 8 83.4 1 1023 1 130.0 8 - - - - - - - - - - - 3 339 8 819 500 0 06.4 1 130.0 * *30.0 1 130.0 1 130.0 1 130.0 1 130A 7 - - - 4 409 8 81.1, 4 428 7 78.4 9 939 1 130.0 7 - - - - - - - - - - - 3 30.7 8 844 19 -1/8' 1 122.1 1 130.0 1 130.0 1 1340 1 130.0 1 130.0 1 130.0 1 130.0 1 19 -1/0' 3 82' - 34.5 7 74.0 1 1169 1 130.0 1 108.1 1 130.0 1 130.0 1 1300 1 19 -1/8" - 144' - - - - 3 34.3 4 45.8 3 32.0 5 57.1 6 69.0 1 130.0 80.1 1 130.0 1 130A 1 130.0 1 130.0 1 130A 1 130.0 1 1130.0 2 - 5 53.4 9 93.8 1 111.2 7 740 1 130A 1 130.0 1 1340 2 - - - - - - 3 32.9 - - 4 41.3 5 54.3 1 118,0 77.8 1 130.0 1 130.0 1 130.0 1 130.0 1 130A 1 130.0 1 130.0 3 - 4 47.2 7 739 8 88.2 8 88.9 1 1719 1 130.0 1 1340 3 - - - - - - - - - 3 344 6 68.8 1 104.3 03.1 1 119.0 1 130.0 1 1340 1 130A 1 130.0 1 130.0 1 130.0 3 - 3 3012 3 30.5 7 79.8 8 86.9 8 88.8 1 130.0 1 130.0 3 - - - - - - - - - - - . . 48.0 5 54.8 55.8 1 1889 1 130.0 1 1340 1 130.0 1 130.0 1 130.0 1 130.0 4 - 3 33.7 8 827 7 70.1 4 49.2 8 87.7 1 123.1 1 130.0 4 - - - - - ■ ■ - - - - 4 40.8 7 74.8 448 9 92.4 1 130.0 1 1340 1 130.0 1 130,0 1 130.0 1 130.0 4 - - - 4 441 5 51.4 4 43.1 7 741 1 107.7 1 130.0 4 - - - - - - - - - - - 3 30.8 8 88,2 43.2 8 82.2 1 1289 1 130.0 1 120.0 1 130.0 1 130.0 1 130.0 5 - - - 4 41.0 5 54.8 3 383 8 88.2 0 05.8 1 13010 8 - - - - - - - - - - - 3 319 5 57.9 38.9 7 73.9 1 1147 1 130.0 1 1060 1 130.0 1 130.0 1 130.0 8 - - - 3 30.9 8 8811 3 34.4 0 01.4 8 85.2 1 130.0 588E4 70 88 6LSC78� -F YTAL MUWO?9 35.4 8 87.2 1 10811 1 124.3 9 98.2 1 130.0 1 130.0 1 130.0 8 - - - 3 315 4 44.0 3 31.3 6 660 7 79.4 1 130.0 32.4 8 819 9 904 1 114.0 9 90.0 1 130.0 1 130.0 1 130.0 7 - - - 3 3017 4 40.0 - - 8 812 7 719 1 130.0 5 19 -1/8' 7 74 -1/4' 3 74.0 1 130.0 1 130.0 1 130.0 1 10.0 1 130.0 1 130.0 1 130.0 1 19 -1/8' - 3 - 5 51.9 0 01.3 1 105.2 7 75.9 1 130.0 1 130.0 1 130.0 O 83.8 1 1144 1 130.0 1 130.0 1 130.0 1 1300 1 130.0 1 130.0 2 - 37.5 8 88.7 7 78.1 6 649 0 07.7 1 130.0 1 130.0 479 1 101.0 1 130.0 1 130.0 1 130.0 1 1340 1 135.0 1 130.0 3 - 3 33.1 5 51.8 6 698 4 40.4 8 883 1 130.0 1 130.0 " 2 T �� / �i "' ' '„ • `. 88.6 5 52.5 1 120.3 1 130.0 1 120.7 1 1300 1 130.0 1 130.0 3 - - - 4 42.0 8 889 3 392 7 70.0 1 100.1 1 130,0 � 33.9 7 729 1 1119 1 130.0 1 1044 1 113010 1 130.0 1 130.0 4 - - - 3 37.0 4 49.3 3 368 0 019 0 08.1 1 130.0 W - 6 63.7 9 997 1 123.1 9 93.1 1 130,0 1 130.0 1 130.0 4 - - - 3 32.4 4 43.1 3 30.2 8 83.0 1 141 1 130.0 OUP - 8 840 5 58.0 1 109.4 9 92.7 1 1300 1 130.0 1 130.0 8 - - - - - 3 383 - - 4 47.9 7 74.7 1 130.0 - 5 51.0 7 79.7 9 95.5 7 74.4 1 130.0 1 130.0 1 130.0 0 - - - - - 3 3416 - - 4 43.1 8 87.3 1 123.6 2 - 4 443 3 309 8 88.6 8 87.7 1 120.7 1 130.0 1 130.0 8 - - - - - 3 32.3 - - 3 30.4 6 61.2 1 1123 O - 4 42.5 0 080 ALL LOADS ARE EXT.( +) /INT.( -). NOTE MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS 1111L81N SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) w1 + 112 2 X drawing no. M07 -04 street 3 of 7 DESIGN LOAD CAPACITY - P8F WINDOW DIES. ANCHORS TYPE WM (0 MULL SPIN A B C D 19 -1/8° 130.0 130.0 130.0 130.0 28-1/2" 130.0 130.0 130.0 130.0 30' 130.0 130.0 130.0 130.0 37' 120.5 130.0 130.0 130,0 42° -3/8° 1 08.1 130.0 128.7 130.0 or 78° 92.9 130.0 112.8 130.0 54" 82.8 130.0 100.1 130.0 80° 74.3 120.1 60.1 130.0 68' 87.5 109.2 81.9 130.0 72' 61.9 100.1 75.0 130.0 19 -1/8" 130.0 130,0 130.0 130.0 28 -1/2" 127.5 130.0 130.0 130.0 we 112.8 130.0 130.0 130.0 37' 91.3 130.0 110.7 130.0 42' -5 /8^ °80 130.0 97.5 130.0 48" 1.w 70.4 113.6 85.3 1300 54" 62.8 101.1 75.9 130.0 60° 56.3 91.0 88.3 130.0 68' 51.2 82.7 82.1 124.1 72° 489 75.9 58.9 113.8 19 -1/8' 130.0 130,0 130.0 130.0 26 -1/2" 1025 130,0 124.2 130.0 we 90.5 130.0 109.7 130.0 37" 144` 73.4 118.8 89.0 130.0 42° 84.7 104.5 78.4 130.0 48' 63" 548 91.4 88.6 130.0 54' 50.3 81.3 61.0 121.9 60' 45.3 73.1 54.9 1 09.7 68' 41.1 689 49.9 99.7 72' 37.7 81.0 45.7 91.4 16 -1/8' 1205 130.0 130.0 130.0 28-1/2° 849 130.0 105.4 130.0 30' 76.8 124.1 93.1 130.0 37° 62.3 100.6 75.5 130.0 42' 74 -1/4' 54.9 88.7 88.5 130.0 48• 108' 48.0 77.8 58.2 116.4 54° 42.7 69.0 51.7 103.4 60" 38.4 82.1 48.5 93.1 86' 34.9 58.4 42.3 64.8 72' 32.0 51.7 38.8 779 DAMN LOAD CAPACITY - P8F WINDOW DNS. MICRONS TYPE um (W) I IL1. SPAN A B C D. 19 -1/8" 114.7 130.0 1300 130.0 28-1/2' 82.8 1300 100.3 130.0 30' 73.1 118.2 58.8 130.0 37" 59.3 95.8 71.9 130.0 42" 52.2 824 63.3 128.8 48' 78° 48.7 73.8 55.4 110.8 84' 40.8 650 49.2 98.5 80° 38.6 59.1 44.3 88.8 68' 33.2 53.7 40.3 80.8 72' 30.6 49.2 38.9 73.8 18 -1/8' 1069 130.0 129.1 1300 26 -1/2' 78.9 1242 932 1309 30" 87.9 109.7 82.3 1309 37' 55.0 89.0 847 130.0 42' 84" 48.5 78.4 58.8 117.8 48' 1.w 42.4 846 51.4 102.9 54' 37.7 810 45.7 91.4 80° 33.9 54.9 41.1 82.3 88' 30.9 49.9 37.4 749 72' 28.3 45.7 34.3 88.5 19 -1/6' 93.2 130.0 112.9 130.0 26 -1/2' 67.2 108.7 81.5 130.0 30' 59.4 98.0 72.0 130.0 37' 144` 48.2 775 58.4 118.8 42' 42.4 68.8 81.4 102.9 45' 96' 37.1 80.0 45.0 90.0 84" 33.0 83.3 40.0 80.0 65' 29.7 48.0 36.0 72.0 88' 270 43.8 32.7 85.5 72' 24.8 40.0 30.0 800 19-1/8' 82.8 133.9 100.4 130.0 J 28 -1/2' 59.8 989 72.5 130.0 30" 52.8 55.3 84.0 128.0 37° 42.8 69.2 51.9 103.8 42" 37.7 81.0 45.7 91.4 46' 108' 33.0 53.3 40.0 80.0 54' 29.3 47.4 35.6 71.1 80° 28.4 42.7 32.0 84.0 66" 24.0 38.8 29.1 58.2 72" 22.0 355 26.7 53.3 ALL LOADS ARE EXT.( +) /INT.( -). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS DESIGN LOAD CAPACITY - P5F WINDOW EHIS. ANCHORS TYPE 70004 (W) MUM SPAN A B C 0 19-1 /8° 745 120.5 90.4 130.0 26 -1/2" 53.8 88.9 65.2. 130.0 30' 47.5 78.5 57.8 115.2 37' 38.5 82.3 46.7 93.4 42' 33.9 54.9 41.1 52.3 48° 1 29.7 440 35.0 72.0 54° 25.4 42.7 32.0 84.0 80° 23.8 38.4 28.8 57.8 66' 21.8 34.9 28.2 52.4 72' - 32.0 24.0 48.0 19 -1/8° 878 109.5 82.1 130.0 28 -1/2° 48.9 79.0 523 118.8 30' 43.2 699 52.4 104.7 37' 35.0 58.6 42.5 849 42' 30.9 49.9 37.4 74.8 48° 1.w 27.0 43.8 32.7 85.5 54" 24.0 359 29.1 88.2 80" 219 34.9 28.2 82.4 Sr - 31.7 23.8 47.8 72' - 29.1 21.8 43.6 19 -1/8" 62.1 100.4 75.3 130.0 28-1/r 44.6 72.5 54.3 108J 30' 39.8 84.0 48.0 95.0 37' 144` 321 51.9 38.9 77.8 42' 28.3 48.7 34.3 68.6 48' 24.8 40.0 30.0 60.0 54" 22.0 38.8 26.7 53.3 ANCHORS 1YPE A oR Ate 8.0.0 OR 0 92 ACHORS OR HalSoNDIL 19LLEN ARCM 10 92 OBIS= MEC 112CIANWIAR 8 88 �7 pooc x7 :. ` v. 8 PROM= '8 ANCHOR I P AU OR 0 M1R.U0N SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = Wt + W2 2 V` h Z 2 1 • 1 k 1 droatng rw. M07 -04 (sheet 4 of 7 ) 1/4' DVl ULTRACONS 2 PER CUP (1 ON EACH RING) l/4' W.. ULTIMO' S 1 PER ANGLE WOOD 'BCUK EDGE DST. 1 /4' DIA. UL RA ONS 2 PER CUP (1 ON EACH WINO) FLOATING CUP 2 BY WOOD BUCK OR WOOD STRUCTURE FLOATING CUP 1/4' DIA. ULTRAODNS 2 PER CUP (1 ON EACH TANG) ANCHORS TYPE 'A' #14 SMS ' -32 .x. AFWLE 2X2 %1 /8° ALUM ANME 1/4 DIA. ULIIUDNS BY 'ELC0 ULTT MAY BE HEX OR RAT HEAD SUBSTRATE Ed. • 1914. EDGE DST. TIN. EMBEDMENT WOOD 1' 1-3/8' BLOCK 2 -1/2' 1 -1/4' CONCRETE 2 -1/2' 1 -1/2 ALL CUPS AND ANGLES TO FIT SNUG INTO TINE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED T1D41 AU U- DISTANT COATINGS, SUCH AS BITIABNOUS emir OR t1UER -WHITE IEBNCRYIAIE IACOUFR. SMIL AH►ND • . RA i7' 8 1 11, • • drswirg nn�o. M07 -04 ':._ [sheet 5 of 7 1/4• DM. ULTRACONS 4 PER CUP (1 ON EACH WINO) 1/4° 01A. ULTRACONS 2 PER ANGLE 1/4° DvL ULTRACONS 2 PER CUP (1 ON EACH WINO) 1/4° DB1 APE R ANSLE 1 1 FTAMDW CUP 1BY WOOD BILK 22XM2x1 FLOAT= CUP 1 AU Mx 2,140° /14 SOS 1 -8/B° O.C. MG. 2 PER ANGLE r /ac4. 1SUS .I01. 2 PER ANGLE 1/4• DIA. ULTRACONS 4 PER CUP (1 ON EACH RING) 1/4° DIA ULTRACONS 2 PER ANGLE EBY WOOD BUCK OR WOOD STRUCTURE FLOAT010 CLIP 114 SUS 2° O.C. MDd. 2 PER MOLE ANCHORS TYPE 'B' CO z • NMI N 1/4. OIA ULTRACONS 2 PER OP (1 ON EACH WINO) I/4° DUL IATRACONs BY 'ELOO' ULTRACONS MAY BE 1122 OR FLAT HOD SUBSTRATE Ed - MIN 2022 MT. MIN. EMBEDMENT W000 1° I -3/r BLOCK 2 -1 /r 1 -1/4 CONCRETE 2 -1 /2° 1 -1 /r AU. CUPS AHD ANGLES TO FIT SNI10 INTO TUBE MULUOFS CUPS OR ANGLES CONNECTED DIRECTLY 10 MASONRY TO BE PROTECTED WITH AMU-RESISTANT COMM, SUCH AS BITUMINOUS MOT OR WATER - WHITE MIIXACRYIATE IACQUEIL ANCHORS TYPE 'C' L drawing YIO. M07 -04 sheet 6 of 7 ) 1/4' DMA. ULTRACONS 4 PER CUP (2 ON EACH WNO) UOCARai OF SCREWS CARIECTN0 AM ES TO TUBES WHERE AMES INTO TUBE MULLI0NS. ARE NOT FR SNUG ANCHORS TYPE 'D' TUBES MAY BE NOTCHED AS CLIP M113 ALLOW NSDUAIION CAULK JOINT AFTER ASSEMBLY 1/4 01A. ULIRACONS BY 'ELCO' 123R400NS MAY BE NIX OR FIAT HEAD SUBSUME Ed. ■ MIN. EDGE 064 MIN. EMBEDMENT WOOD 1' 1 -3/8` BLOCK 2 -1/2' 1 -1/4 CONOREIE 2 -1/2' 1 -1/2' ALL cups AND ANOLES 10 FIT SNUG 210 TIME MULLIONS. CUPS OR AMBLES CONNECTED DIRECTLY 10 MASONRY TO BE PROTECTED WITH AWL—RESISTANT COATINGS. SUCH AS BRUMNOUS PAINT OR WRER -1YHRE METXAC MATE LACQUER. ACCESS 112E 114 PH SMS 2 PER CUP FOR CHARTS A, S OR C 3 PER C.IP FOR CHART 0 1 -1/2' 0.C. MN. EIMER WA' II THIS SWOT :::E1 INSTALLED DI DIRECTION * 114 FH 9M8 2 PER CLIP 1' O.C. MIN. 1- 3 /4'XrX 1/8' (FOR 29Y 3/4' 2 2' X 1/8' FORAilutBI CUT TO FIT SN110 INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION PRODUCERBVIBED NO beep It' :4'xF/ /' fCrewing no. 07 -04 (sheet 7 of 7 MIAMI COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 1 1805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315.2599 www.miamidade.nov /sera! Eurotech industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 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 hie 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 reservds 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: Aluminum Outswing Entrance Door -LMI APPROVAL DOCUMENT: Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, 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 Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply - with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0310.05 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 12- 0208.03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 Page 1 Eurotech Industries, Ise. NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0310.05) 2. Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL- Farooq Corporation, signed and sealed by Javad Ahmed, P.E. B. TESTS (transferred from file # 09- 0310.05) 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08- 2021, 08 -2022, 08 -2023 and 08 -2024, all dated 03 /15/08, signed and sealed by Candido Font, 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI 03- 1882, 08- 1889, 08 -18890 and 08 -2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz-Seda, P.E. (transferred from file # 08- 0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI- 04-T100, dtd 01/29 /04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC 2010, prepared by Al Farooq Corporation, dated FEB 02, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor Calculations and structural analysis, prepared by Al- Farooq Corp., dated 04/28/08 and last revised on 06- 02 -09, signed and sealed by Arshad Victor, P.E. (transferred from file # 09- 0310.05) 3. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus ", expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB interlayer ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 & no financial interest, prepared by Al Farooq Corporation, dated 01/25/12, signad and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 09- 0310.05, expiring on June 10, 2014. 2. Test proposal # 07 -3527 approved by BCCO. 14t4,41 t • / ti qvt Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0208.03 Expiration Date: June 10, 2014 Approval Date: May 03,2012 E -1 42° 5° MAX HEAD/SILL CORNERS -1 ROE SURFACE APPLIED FALSE MUNTINS MAY BE USED DOOR HINGES SEE SHEET 2 FOR OWWTITIES & CAPACITY ALUMINUM OUTSWING ENTRATI DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDEUTES USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDEUTES IN COMBINATION WITH TRANSOMS USING MIAMI —DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDEUTE OR MUUJON APPROVAL WILL APPLY TO ENTIRE SYSTEM. .31 3/4' D.L CPC. 39 1/8' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 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 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. LEAF WIDTH (2) ADDL. ANCHORS AT 3' o c. AT YEO. STILE ETAS 75 3/4' B1XM run 7'At.MAW TIWIVII ONLY DOOR HINGES SEE MEET 2 FOR QUAMITIES & CAPACITY FRAME WIDTH 13• MAX. 5' MAX. Hr /j 0 HERD /All CO RNERS SEE SEPARATE NOA FOR SIDELITE RATINO AND DETAILS > 1 jn I rMINIIIMI'i i t, r ` / / II / ' \ \ If \ H 11 \ - - -- 11 - \\ 11 ==== 'Tt = === 11 / _ NIL"'=== / 11 L„• MAIL n ill I j 1 1 I 1 i —C �� / / ==== '=TI'W B / 11 -i�__ 1F31P'vG 11 Yt II ii I1,, -- = = == =. = \\ I I - WDE COUNTY MALIGN EPARATE NM 29° 29° D.L. OPC. 38 3/8' d 0.L CPC. 38 3/8° THESE DOORS ARE RATED FOR LARGE & SMALL MBSILE &IPACT. SHUTTERS ARE NOT REQUIRED. 014141471 WNW mEmbowymm u 1. Jfr 1 drawing no. W04 -01 (shoat t of 5 ) 4. 1 DESIGN LOAD CAPACITY - PSF 91NGLE (X) DOORS DOOR SRS{ GLASS TYPE 'A' WIDTH WEIGHT DO'. (4) INT. ( -) 2/8 8/8 75.0 85.0 3/0 6/8 75,0 85.0 3/8 7/0 75.0 85.0 2/8 1/ LEAF 75.0 85.0 3/0 7/0 75.0 85.0 3/8 6063 -18 75.0 85.0 2/8 INSFAUATIMIS WHERE WATER OVULATION 75.0 88.0 3/0 8/0 75.0 85.0 3/8 0083 -T8 75.0 85.0 D0088 APPROVED FOR INSTALLATIONS ! � IAFlLTRATION RESISTANCE LOCKS SINGLE DOORS; 3 POOR LOCI( SYSTEM AT ACTIVE LOCK STILE 38" FROM B0TTC% KFY OPERATED ON EXTERIOR AND TKUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4" X 1/4" X 18 -1/4' LONG ATTACHED WITH (2) /8 X 3/4" DAS HINGES SINGLE DOORS; TWO- HANDED COMB H840 EXTRUDED ALUMINUM BRIDGE 2 BY =s2" (5) PER LEAF AT 8 ", 12 °. 35 °, 83 -1/2° AND 82 -1/2" FROM TOP OF 0008 DEISICN LOAD CAPACITY - PSF SINGLE (x) DOORS DOOR SIZE GLASS TYPE '8' WIDTH HEIGHT EXT. ( +) INT. ( -) 2/8 8/8 100.0 140.0 3/0 8/8 100.0 140.0 3/3 7/0 100.0 140.0 2/8 1/ LEAF 100.0 140.0 3/0 7/0 100.0 140.0 3/3 6063 -18 100.0 140.0 2/8 INSFAUATIMIS WHERE WATER OVULATION 100.0 140.0 3/0 8/0 100.0 140,0 3/3 0083 -T8 100,0 140.0 COORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESSTANCE IS MOUSED. LOCKS SINGLE DOORS; MANUALLY OPERATED COA EALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACKED MIT, (4) 010 X 1 -1/2° 9888. 3 POINT LOCK SYSTEM AT AL`RVE LOOK SRLE 38' PROM BOTTOM, T47 OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4' X 1/4" X 16 -1/4° LONG ATTACHED WITH (2) 18 X 3/4' SAB HINGES SINGLE DOORS; TWO - HANDED CONS NINO OCTRU030 ALUMINUM BRIDGE 2 BY 'GENE' (7) PER LEAF AT 7/0 AND 8/0 COORS AT 3", 9" AND 28 -3/8° FROM TOP AND BOTTOM, ONE AT 1.90SPAN (8) PER LEAF AT 8/8 DOORS AT 3 °, 9" AND 28 -3/8' FROM TOP AMID BOTTOM DESIGN LOAD CAPACITY - PAR DOUBLE (60) DOORS DOOR SIZE GI649 TYPE WON '8' W PTH NEWT EXT. (4) NET: ( -) 5/0 8/8 75.0 75.0 8/4 2 75.0 75.0 5/0 7/0 78.0 75.0 5/4 1/ LEAF 75.0 75.0 5/0 9/1 75.0 75.0 8/4 6063 -18 75.0 75.0 WADS 9110194 ABOVE ARE FOR INSFAUATIMIS WHERE WATER OVULATION RESSWICE I NOT REQUIRED. LOOT OOER*R(4•) LOADS TO 48 PSF FOR OLSGLLt*TOR9 WHERE WATER B END. IOATRATION RESISTANCE YPGM • PART / WNW. DESCRIPTION MATERIAL MARF./ 1 ER000 AS R. DOOR FRAME 6083 -76 - 2 ER012 AS RE1tD. DOOR LEAF 6083 -76 - 3 V21888 1/ LEAF DOOR BASE BOARD 8083 -76 - 4 V2 -1483 1/ DOOR FRAC SILL 6063 -18 - 5 - 1/ DOOR SRL RASE 8053 -76 - 5 VZ -1481 AS REOD. ASTRAGAL STILE 0083 -T8 - 7 V2 -15.15 4/ LEAF DA2040 BEAD 5083 -78 - 8 2801 AS REM. OIA240 GASKET EPO4 OUR014TER 75t5 SHORE A 9 � � 10 1001/00 1/ CORNER CORNER KEY ALUL8NXO1 MONTICQLO 11 0080DX 4/ LEAF HINGES ALUMINUM OSSSE 12 110 X 3/0' 4/ 16140E 149403 INSIAUATION SCREWS - PR MACHINE SCREW 13 - AS REGD. BULB 9/ STRIPPED - - 14 gm x 2° A9 REOO. ASSEMBLY SCREWS - NN SELF D10LUNG 15 j12 X 1 -1/4 - FRAME ASSEMBLY 309308 - BMS LOCKS DOUBLE DOORS• Aec-.H car, MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 102181 ATTACHED MTH (4) 18 X 1 -1/2" SAS. 3 POOR LOCK SYSTEM AT ACTIVE LOCK SOLE 38" FROM BOTTOM, KEY OPERAIEO ON EXTERIOR AND /NUMB TURN ON IKTERXXL DEDENLIEAE MA UA LY OPERATED CON1EWED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART 102188 ATTACHED MTh (4) f8 X 1 -1/2" SAS. HINGES DOUBLE DOORS; TWO-HANDED COB HAW EXTRUDED ALUMINUM 815DGE 2 BY 'ONE'S E' (5) PER LEAF AT 6 ", 1Y, 35', 83 -1/2" AND 92 -1/2° FROM TOP OF GOO! NOTE TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED 011WK0 PERIODS OF HURRICANE WARNING. 3/18° NEAT STREN'D MUSS 090" 1NTEWAYER BUTAC!TE P39 BY 'DUPONT' 3/10° HEAT STREN'D MASS SIUMNIE GE SCB 2800 SA ME 0 3/18° HEAT STREET) MASS .100" INTERIAYER SENTRYG AS BY 'DUPONT' 3/18' HEAT STREW° GLASS SILICONE OE SCS 2800 80.0LA2E GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS N.,,r 6. • liapirwka =03 1A1� O ardlikasiiiek NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC -219 EiyHt d MAMA'• RA. PE � CAN.' v Z O Sato 1 i drawing no. W04 -01 (Sheet 20I 3 ) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL =WAS SEE ACKG TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 417.711 WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE euv. FOR SPACING 114° DA. ULTRACINd BY 'ELCO' (Fn -177 KSI. Fy -189 NE) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° INN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR cGHF D CNO ec ws (G E 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MUWONS INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED TYPI -AI E00 DISTAWGC 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 Ye - 3000 PSI MIN. 0 -90 HOU.OW/FIU.ED BLOCK AT JAMBS Pm - 2000 PS1 MN. S 3 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing no. W04 -01 (sheet 3of 5 ) i I it I, I! 1 1 E e 1 i i s 0 i 1 1 k 4 k I