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WS-10-1840Inspection Number: INSP - 154442 Permit Number: WS -10 -10 -1840 Scheduled Inspection Date: January 06, 2011 Inspector: Bruhn, Norman Owner: CUCCHIELLA, SHERYL Job Address: 948 NE 92 Street Miami Shores, FL Project: <NONE> Contractor: COASTLINE WINDOWS & DOORS Building Department Comments REMOVAL OF OLD WINDOWS AND REPLACEMENT WITH NEW IMPACT WINDOWS Passed Failed Correction Needed Re- Inspection Fee January 05, 2011 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments CREATED AS REINSPECTION FOR INSP- 154235. CREATED AS REINSPECTION FOR INSP- 152406. CANCELLED BY ANITA COSTLINE WINDOWS Provide correct PA. NB For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060060100 Phone: (954)658 -5322 Page 10 of 16 I II4 0— LAI BUILDING PERMIT APPLICATION FBC 20 JOB ADDRESS: " 1'4r, N nck T City: Miami Shores County: 11 — c cn_CDOrg — o iCc Folio/Parcel #: 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 Is the Building Historically Designated: Yes NO Miami Dade Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple TitleholderZh Pry C ,� tcc. -4 ( ECL.A Address: q 42 A)E ctan GQ. Sr City: ON. a vv ■ o'S State: 1 . Tenant/Lessee Name: Email: d Flood Zone: CONTRACTOR: Company Name: C (5i:MT(i n E (A ► - et. CX. s ct )C4fS Phone #: 0 4S - 4--.77 (0-58a1 Address: (0l 2) 0(NA 1J AbA P _ City: CAVA An W2NC State: FL . Zip: Qualifier Name: •Qi r.e \ � Phone #: State Certification or Registration #: C_GCCI J f Cnq ( Certificate of Competency #: Contact Phone #:q 4 -e -(oJ3Ct Email Address: aS\nl..CV. C MSc ■1€ VL1 t� C N DESIGNER: Architect/Engineer: r t elo cz E..,,cp r42 ss Phone #: q �J 4 -0(400 Value of Work for this Permit: $ CO ) 644 ' 1 t • CI0 Square/Linear Footage of Work: Type of Work: Address ❑Alteration ❑New ', .Repair/Replace ❑Demolition Description of Work: r(`2rno\('' Pt CA- ©� >J v� Dow3 C-e pi A c A/ve v — U ` 4n N uJ INN 1: cX mom Nzc\)) . 3 Li-) 1 ND COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: * **** ** * *** * ** * * * *** r pt* ** * *, * * * * ** Fe es** ** * * * * * ** * * * * * ** * * * * ,t** *** OCT 1 J 2010 Perm No. �5Q — V � Phone #: 3O6- r 759 - 33a k Zip: 3 �R Phone #: Zip: 3 3 13 B * * * * * * * * * * Submittal Fee $ 5 - if7 Permit Fee $ /j ) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Edncation Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ DBPR $ Bond $ 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 El.RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be apprd and a reinspection fee wil be charged Signature gent The foregoing instrument was acknowledged before me this 1 I day of g -20 Q , by who '1efso wn to me or who h� As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Signature r. .„,,...1 . r Contractor The foregoing instrument was acknowledged before me this 1 day of 1� ..r / 1" 20k, by Ko ce.. 91 I , produced 0 is persona known or who has produced & a L ILP t G Mini rrr 1.. • O • `•t ` AN ITA .�! SHULTZ : '.; MY COMMISSION # EE018378 j 411 , . 0 EXPIRES August 17, 2014 (407) 39&0153 Florldatd0taryS .:. (Revised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09Xrev6 /4/10) Plans Examiner Structural Review as identification and who did take an oath. NO Sign: Print My Co * *tP**Sri****** LIC: >l� Tres: AHITA J SHULTZ MY COMMISSION # EEO48378 EXPIRES August 17, 2014 n Zoning Clerk 11/05/2010 09:28 9547765829 CERTIFICATE OF LIA PRODUCER JW Insurance Servleos 100 North State Read 7, # 108 � + Margate, FL 33063 1 Phone (854583 -7213 Fax (904)8B3.2045 INSURED Coastline Windows & Doors, Inc. 1018 Flaranec a Road It Lauderdale, Fi. 33334 .I INSURER E: I —• QARAGE UARUUfTY c ; .1 ANY AUTO E.XCEgSlUMBREW1 LIABILITY 1 OCCUR 0 CLAIMS MADE Iv,j ' I L: DEDUCTIBLE 11 RETENTION S 1 --- 15r r s aM.; A AND EMPLOYERS' I.IABIUTY ANY PROPRIETOR / PARTNER 1 EXECUTIVE OFFICER /MEMBER EXCLUDED? If yae, describe uneer Spam:, PROyismk _s. b O'rri R °°... CERTIFICATE HOLDS -' City of Miami Shores 1050 NE 2 Ave Miami Shores, FL 33'139 ACORD 2I'i i2 � /t1A GO l COASTLINE WINDOW PAGE 01/01 JW TNtiI IRAN .-11: PAGE 01/01 BILITY INSLIRA NCE L. „. oAre musur an , y? .: -:`' [ . �..., 11lQ5/10 _ TH IS CERTIFICATE 1S ISSUED As A MATTER OF INFORMATION ONLY AND C(DNFERS NO RIGHTS UPON THE CERTIFICATE HOLD TH91r CL>�TI aICATE DOES NOT AMEND, EXTENQ OR ALTER TIC CC pV RA1 IE AFFORDED i_Loyys PQsiciES BELOW. INSURERS AFFORDING t OVERAGE TN # - 1 INS it r r A: Canal Indem 4 + IN11►RG�L_ — ( INSURER C: INSURER D: • COVIRRACRS ... �.. - - -- _- . I INSUR P: ~ THs libiS"IE5 OF INSURANCE I ffia kAVE SEEN 4.1ED • •5 THE INSURED NAMII: Amp FOR T14 POLICY ANY REQuuREM$N'r. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOcuMENT wH MAY PER AFFORDED BY T TAIN, THE INSURANCE WITH T O AL P TO THE POLICIES DESCRIBED hl>;REIN IS SUBJECT T TO AL.„ THE TS PO LICIES. AU'GREaATE LIMITS SfOWN BRAY H�VE BEEN RE41JCFD BY PAID CLAIM+3, INSR ADD'i, 0.10 lyPv_�.. , - TYPE OF IM. SURANCE POLICY NUMASR D�AI -ICT EFFETIIVE I PATE {e p • I GENERAL LIASI ”- ••-- iyi.1 COMMRI IAL GENERAL LIABILITY GL100672 10/17/10 40(17/11 i 1 � C i1 OLAIMS MADE OCCUR I �- i.- I GEN'LAGGREGATE LIMIT APPLIES Pert i• 1:'OIJCY f_l PROJECT 0 LOC - �1 UTOMODILE LJABIL,rfY - _�, • _-„ • e ,1 • ANY AIrro :— ALL OWNED AUTOS I• SCHEDULED AUTO5 0 HIRED AUTOS .7 NON OWNED AUTOS - _CANCELLATION _ SHOULD ANY OF THE ABOVE DE4 exP1RATION DATE THEREOF, TN' 30 DAYS WRIT'rEq NOTICI TRH 'LEFT, BUT FAILURE TQ DO S OF ANY KIND UPON THE INSUREI AUTHORIZED RIBaRF„ocI•p7 +ER10b INDICATED. NO iiiirr iSTANDINO; • -- :H THIS CERTIFICATE MAV BE ISSUES) OR tMS. EXCLUSIONS AND CONDITIONS OF SUCH O MASTS •• „••• • EACH OCCURRENCE MISES (Ea ecwrenre) , ,. MED EXP (My one person) 5000 . PERSONAL & ADV INJURY 1,0 0,D00 GENERAL AGGREGATE -_ 2,OOO,g1�Q PRODUCTS • COMP /OP AGG 1,0 Eire Damage Liability • 50,000 COMBI SINGLE LIMIT Ir (sa ecOKrerm boiscRipna of ODE! A'IIDNB // LOCATIONS / VISN OLES 1 EXCLUSIONS ADDED BY ENDORSE BNT / SP DIAL PR, VLSI5S BODILY INJURY er Perearl) • BODILY INJURY (Pa, Medea) PROPERTYDAMAOk SPIN aettaan9 AUTO ONLY -EA ACCIDENT OTHER THAN �.� • AUTO ONLY; . � ommol. AGt EACH OCCURRENCE AGGREGATE • E. L, EACN ACCIDENT E.L. DISEASE - EA EMPLOYS® E, L. DISEASE - POLICY LMAIT tes CRIBED P■OWCIES BE CANCELLED BRF'QFtE -INA ISSUING INSURER WILL ENDEAVOR TO MAR- TO THE CERTIFICATE HOLDER NAMED TO BHAwI. IMPOSE NO OBUt$ATIQN OR LIABILITY , ITS ApEN7S OR REPRESENTATIVES, SS ACORD CORFOIiATION 1988 • 'mu POLICIES (IFINSIIRANC:E LISTED BELOW HAVE BEEN ISSUED TO 'ME INMIRFM NAMPJ) A ROVE FOR 711E POLICY PERIOD INOIC:A NIX NIITWITHSTANDINC ) ANY RFQUIR17v16NT, TERM ORCONDITION OF ANV CONTRACTOR OTIIMI DOCUMPNT W TN RE-kPE('r TO WHICH TIM CERTIFICATE MAYBE ISSUBU OR MAY VOLTAMN, THE INSURANCE AFFORDED BY TUE POLICIES ULS(:RIBEI) HFRFJN IS SUBJECT 70 ALL THE TERMS, EXCLUSIONS AND coN1IYrR;NS OF SUCH POLIcros. AGGREGATE LW! rs SHOWN MAY HAVE. BFFN REDUCED BY PAID CLANS. !NM ,.. . ; , T . 2 ADD I. IN,SRp GENERAL - _ TYPE DF NEURANCF wisturY OMACR:w. crnruJ 111401 ITV POLICY NUMBER POLICY El. I'LC IIVE ATE(MMIGDII'YVYI POLICY EXPIRATION DATEIMMIDDIYYrn LIMITS LACH OCCURRENCE - DAMAC:F TO NEN IL'O PROM $ I GLOM Wan 1 I OCCIrn ter MED EXP (Any nn.. P ) $ ..... - PERSONAL& ADV INJURY $ - GENERAL AGGREGATE $ - _ nr.N Ar„7Rrcum 1 tNRACM IRA PER, 1 rcom n Pnvxet LOC PRODUC1:rCOMP/OP ROG AUTOMOBILE — — — — LIABILITY ANY AUTO ALLOWNCLI.AUTO.S SCHFOULEOAI HIRED AUTOS NON -OWNED AUTOS COMDINI:v swan LIMIT (LochAnclaonn $ - BODILY INJURY (End, Pa .,n) $ - BODILY INJURY (Per Accident) - PROPERTY DAMACF_ (P. Aeriinni) - . GARAGE _, LHIBILRY ANT AUTO • .. AUTOONI Y • EAAeCICEN I $ - OTHER THAN sAACC $ . AUTO ONLY AGG $ EA "ESSNMBRELIA LIABILITY 0( CWMS MADE DEDUCTIBLE RCILNTION 5 EACI I OCCURRENCE $ ACt,REGATE $ - A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNEFUEXECUTNF OFFIVQERJ6¢MBEREXOLUDED1 NO It, yLa, diwsBn. .4. SPECIAL PROVISIONS Ix• Inv L11 1 - I 10 6 10 6:1/2011 GC MAW. CTN• TORY LIMIM en a x $ 1.000.000 $ 1,000,000 $ 1,000.000 B O ti IER Employers I.iability OCFIU05 (1/1/2010 6/1/2011 S1,4101MIUD LmU.IN11sLIY)0.00a DESCRIPTION OF OPERATIONS / LOCATIONSNEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Workers'coulpensation coverage is provided by comract to n11 employers of Howard Lensing. Ina. aw grn d In Coaelline Windows and Doors, Ina Coverage d(ra nut apply lu any employers not approved and anaigllcd by I loward I.enying, Inc. to Coastline Windows & Mum, inc. eiTactive 0W0I nom Fax: 305-756-8972 Miami Shores Vil1ag. Attn: Building Dept 10050 NE 2nd Ave Miami S11Incs, Fl 33138 SIt8I1L) ANYC) b' THI: A BOVEOFSCRIZ ED POLICIESBECANCELLEDDETORIITIIIILXPIRA 'I'ION THEREOF, TIIE ISSUING INSURER WII.I. TNDFAVOR TO MAIL 10 DAYS WR('t rao NC7n(:H To INN CliTIV'ICATEROir)5lt NAMED TO TILL LEFT, • Blip FMLLtttETG DO SG SHALL IMPOSE NO U)4t.I(iA'I'ILIN ()R I LARK .ITY OF ANY awn UI.'ll-N TILE ISSUER, ITS A(i urn 3I IR R13•RLSLNVA'11VP-r`. • nlnr I AIIVe ec:NATURE /, Oct.14. 2010 2:0OPM Howard Leasing, Inc CERTIFICATE OF INSURANCE PRODUCER TRY INSURANCE AGENCY INC 6302 MANATEE AVENUE WE`i 1 SIJITF x BRADF.NTON, FT, 34209 941- 761 -7704 tNSURCO Howard Leasing Inc L/C /F Coastllne Windows Sc Doors Inc. 6302 Manata,' Avenue West Suite - K Bradenton, FL 31209 COVERAGES THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE IN ''URER A; N$UR5R B; National Indemnity Company • INSURER C: INSURER D: INSURER E; T 1l.l.lCC) CA$UALIY CCIMPANI id o• 7 4 37 —P 3A le tMUt LrNYYrn 10/13/2010 AMB# 262.3 2429 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. nn Space above reserved for use of recording office 1. Legal description of property and street/address: - 6 J A {J E qa (; C) e ES 3 31 A 2. Description of improvement r r\o , '1L C�L-1� u vrbouJS E ('-Q* Pre E1 v tJt o Zvvr 'cL ‘ Y\t OLD 3.Owner(s) name and address: S t CAA.CLH 1 ELLA i1/4.66 i weL °moo aeA,ci�i/ao ,aAc,e Interest in property: 3)1" 3' Name and address of fee simple titleholder ,/ 4. Contractor's name, address and phone number.T11 . Q_E tll V:11 F ‘oP_A►.DADA . AreA ►�flP, i"c 3333y gsc-1 -6 sal 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. S. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFO MENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of • :er(s) • • Owner(s)' uthorized o,•� = .Irector /Partner/Manage Prepared By / .. '� ,, Prepared By .a. A l� a C� --- • , � Ir A v i2 Print Name ' "�.�ii��V� M I 7 / Print Name r� . 4 4..L�' Title/Of lce / Title/Office 14 , = '_ 1-��'� STATE OF FLORIDA 0 1 Li COUNT( OF MIAMI -DADE The f• oing instrument as ackno ledge l before me this 1 day of ®G By %h. ,L-t- C_Cli. i -e_ 11 o LI Individually, or s for ❑ Personally known, or ❑ produced the following type of identific VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s er( r or Owner(s)' 41111111W AL.e..1 123.: E3 3/1O " TAX FOLIO NO. 1`3aOG - 0 1 Signature of Notary Public: Print Name: flr,.i4 (SEAL) 1111111 111111111111111111111111111111111 11111 CFN 201080711832 OR Bk 27460 Ps 4121; (lps) RECORDED 10/20/2010 10 :59 :56 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE ANITA J SHULTZ 's' MY COMMISSION fx 1018378 EXPIRES August 17, 2014 (40 3 98 -0153 FIwMa ices m Authorized Officer/Director/Partner/Mana Sery By MI.ATERIA , T M DELIVER' ' - INSTALLATION TOTAL TA r INCLUD 9 ► n!/, iiIPERIM n DEPOSIT 0 ©L IMei BALANCE DUE ON I ELIVERY By 12/07/2010 14:01 9547765829 QUOTATION ❑ .CON1 LEGAL OWNER OF PROPEFTY JOB NAME JOB SITE ADDRESS 7`y' dF/4 CITY . _ /'9C191-nv S FOLIO # JOB SITE # WOAV # 1018 Floranade Rd. Ft, Lauderdale, FL 33334 CELLULAR # Phone: ed4- 776.5627 • Fax: 854.77(- $29 coaatlinewindowfgibellaouJL net Coastline Windows c& i nc. CONTRACTOR'S NAME ADDRESS ACOEPTED S h;)fr l/i/ 0 PHONE # CITY NE WINDOW S li DCCRB, ING BUYER'S RIGHTTO CANCEL 91 this is p horse solicitation eels. and !1 you do not want the goods or services, you may =noel this agreement by providing written notice to the sager In Person, by telegram, or by man, 'ride notice must indicate that you do not want the goods or services and mo81 be deUyerod or poxrnarKed betore mIdnlphi of the that burliness day attar you:14111 le agteament. it you canal thin egmnmchl (within the three days/ the ostler may not Creep all or part of any cash down PVT/am" ON REAR NOTICE OF CONSUMER RIGHT COASTLINE WINDOW PAGE 01/01 RACT j / io -4 siei A' ZIP Y ? /9V ATE tato WHITE - OFFICE/YELLOW -- CUSTONIERJPINK - EPIGINEEI :INQ FAX # FAX# ZIP .rig /1J/H- T'!WW+! . asarnir" eimo - p- READ BEFO COAS NO. ONLY WR OWNa11 OF PRO ERTY ONLY WINDOWS & D Ott AGREEMENT WILL BE HONOR 8, INC. it8ALESMAN) /td j air-Nr Y alWild07 da ormmortireasoire ":411, far, sP 1 HA 1(I READ AND UNDERSTAN 19 CONTRACT COW LETTELY, INCLUDING THE REVERSE SIDE, AND AGREE TO ITS TERMS. Buyer agrees to make payment in full upon tfvlivary or receipt of the ordered materials, No terms. No discounts. .0.0. AT DELIVERYQf )NSTALLATION BtilYER's IN T1AL S X Mime mike RII checks payable to: Corietllnn WIhdCWa & Doom, Inc. Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 Fi ECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S Ak 1t41JAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved a reinspectio , fee wi be charged Owner or Agent g instrument was ac cnowl dged bef d y of ; r._;, : 200, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Zip me t (Revised 07 /10 /07)Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) le—The fore day o Plans Examiner Structural Review C.— o Contractor oing instrument was acknowledged before me this` 20 , by► o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Prin My �MTA 5l1uuTz ._ i& r okiktemoN tp EE018378 ExPmee & 17, 2014 Zoning Clerk BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: q( k I l) F �'.2► S 1 Cit flit : :, I� o Type of Work: OAddress Description 7k: COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Miami Shores Village Building Department 1 \ DEC 0 7 2010 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 e ..•.•••••••••••••••"'° INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. LOS fO Master Permit No. DAlteration State: 777 Phone #:,q0 -S-332k Zip: 3 3 1 3 7 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: q `'rrs 10 E- QT S l City: Miami Shores /- County: Miami Dade Zip: 3 �, ( 21 Folio/Parcel #: // — -3 0 20 !' 6 -000 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: C y o 1. 9 GI s. l7. e e f S Phone #: S 7 ° '' k 2 -z Address: l b j k F I b r dw AIN VI k.6 City: C5 (ZC_t o4,wu7 `1 1C State: 'F c— Rualifier Name: e 2.. S w v D State Certification or Registration #: C S I (..79:k o f Certificate of Competency #: Contact Phone #: q5 ( 2$27 --LS 39 Email Address: CL S Q" f 7 a co Aste v1.4. w1) . (c9e'__-- DESIGNER: Architect/Engineer • Value of Work for this Permit: $ Square/Linear Footage of Work: ONew pair/Replace c/5-t4.2z—e 55" Zip: 3 33 3 4 • Phone##: 3c (05 / 3 Phone #: 90 -`6 f60 ODemolition * * * * * * * * * * * * * ** ***** *, ,r, *, ** *****, , F ees *,r******r., ********, , , ****** * **** * * ** ** * * **** Oct Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Scanning Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 41 NOT TO SCALE FOR WINDOW SIZES, APROX. PLACEMENT AND NOA'S ONLY (1) Series 300 Stormsa/e Fixed Window LMl 96 1/2 "x 501/4° NOA 09- 1021.13 CUCCHIELLA RESIDENCE 948 NE 92ND AVE. MIAMI SHORES,FL. 33138 PREPARED BY COASTLINE WINDOWS & DOORS 1018 FLORANAOA RD. OAKLAND PARK, FL. 33834 liEiMPLUdi 14'-0° 18'-1° (1)ES Casement 5000 681/4 "x 50 1/4" NOA 09- 0226.01 5 - -2 3/4° j 4- 101/4° 4' -10° 20 -1° (1) Casement Series 5400 21° x 501/4° NOA 09- 1021.09 (1) Casement Series S400 21°x501/4° NOA 09- 1021.09 (1)ES Casement 5000 681/4 "x 50 1/4" NOA 09- 0226.01 v NEW 25'-0° 12'-0° EX Wind Pressure Calculator ENGINEERING 160 SW 12th A #106, Deerfield Beach, FL 33442 (954)54 -0660 FAX:(954) 354 -0443 ONY ASCE 7 -05 Component & Cladding Pressure Calculator Date: December 7, 2010 Job #:1 I - roil Hover HELP: e Contractor: Project Info: ICucchiella Casements ENTER 8 Building Mean Roof Height 11 0 Opening: Height: 51 in (4' -3 ") 9 www.engexp.com Double Click or Drag: i 140 MPH Presets el Bldg. Category: e II 1" Exposure: 9 c I-� Roof Type: 9 Roof Slope: 8 '18.4 Deg (4.0:12) Pitch Adjusted Area (Square Feet): 24.4 sq.ft. ri'nI I n I11rTi`in= Width:! 69 in (5' -9 ") http://www.engexp.cornicalculators/asce705_cc.cfm Enter Minimum Bldg Dimension: 30.0 ft Peak Wind Velocity (3 Sec. Gust): 9 Bldg. Classification: Enclosed Zone: 9 `4 Is Directionality Factor Kd: O 0.85 1.00 8 Iv) Copyright 2010 ZONE LAYOUTS: Page 1 of 1 (Save File) US Contour Map: 9 FL Contour Map: 9 This area for office use only; MUST BE SIGNED AND SEALED by a Professional Engineer from Engineering Express. Not valid until submitted to and approved by this office. 0 Multiple Opening 0 Single Opening 1 Zones Wall Zones RESULTS: e NEGATIVE PRESSURE POSITIVE PRESSURE -43.9 psf Z ° a3 0 fta) ®1 40.2 psf COMPLETE ALL FIELDS ABOVE, THEN SAVE FILE AND SUBMIT TO ENGINEERING EXPRESS FOR APPROVAL Page 1 of 1 ENGINEERING 8:59 AM v2.1 04/28/10 EXPREsS 12/7/2010 :tame Color: Mark Qty Manf T • e Hand Sill Height Width Height • lazing Glass Color Sc Ap • roved • ressure Required • r: ssure NOA '_ . 1� - r.L'Ii1NI/17 Cd . ,.;/ firkg" 0 t 0 Z • 4. -. Z.2(2 ,C)r S / ES A l l a a l' • ' I O N , S .e ' 0 • .2 /- ,' d ? - o�zh. el Coastline ,., o ! oors, Inc. 1018 Floranada Rd. Oakland Park, Fl. 33334 305 -373 -6181 954-778-5 Dade Sroward www.aa st1in ewiz►dows IJ d & Insured CGCI 516 .961 Window and Door schedule WindowDoorScheduleCoastline - 778 -5829 ra.corca Job Name: Address: q2 sr Date: ial./7/0 anizzi Mean Roof Height 10 1 15 DESIGN , 20 PRESSURES (PSF) - Tributary Area Se Ft) Zone 5 40 45 50 ' 25 ' 30 . 35 0 -15 fl 18 R 18 fl 20 ft ft 24 ft 42.2 ; -59.8 +46.5_' +452 -63.1 -60.6 +47,1 +45.9 44.6 1 42,1 +48.3 +47.0 -66.1 -63.5 +49.4 1 - 67.4 -64.8 +50.4 4 +49.0 -68.7 48.0 +51.3 , +49.9 I -58.0 +44.4 -58.8 - t +450 I.60.3 +46.1 -61.6 +47.1 42.9 +48.1 44.1 +49.0 55.8 1 +43.7 ' +43.1 -57.5 1 - 56.3 +44.3 +43.7 58.9 1 57.8 4, +45.44 +44.8 9.0 502 ' -59.0 +48.4 1 +45.8 1 51.41 502 +47.4 ! +46.8 52.6 -61.4 +482 ' +47.6 -54.6 -53.8 +42.7 +42.3 -55.4 } - 54.6 +43.3 1 +42.9 58.8 r -55.9 +44.3 , +43.9 -57.2 -581 , -576.4 +45.3 1 +44.9 -59.2 , -58.4 +483 +45.8 ', -60.3 ' 1 -59.4 +47.1 +46.7 -53.1 +41.9 -53.9 +42.5 552 +43.6 5 +44.5 57.6 +45.4 -58.7 +46.3 vs m N N!m N'01 N •''o m, 26 ft 28 R 30 R R 59.8 ' -67.1 +522 I +50.8 70.9 482 +53.0 1 +51.6 72.0 492571 +53.8 +52.3 - 7 3 . 0 -70.1 I +54.5 +53.1 55.1 +49.8 482 +50.6 +51.3 48.1 1 +52.0 -63.6 + +49.1 _1+48.4 -64.8 ±49.8 55.6 +50.6 58.5 +51.3 -67.3 +51.9 -68.1 +52.5 -68.9 +531 -69.7 +53.7 - 70.4 +54.3 71.1 +54,8 ' -62.4 -63.4 1+492 44.3 I +49.9 -65.2 +50.6 46.0 +51.3 -66.8 1 +51.9 -67.6 +52.5 -68.3,472 +53.0 1 49.0 +53.6 ! -69.7 +54.1 ' 41.4 +47.9 42.3 +48.7 -60.4 I +47.5 +482M7.8 -59.6 +47,1 40.6 41.5 +48.5 -62.3 +492 -63.1 +49.8 -63.9 +50.4 -64.6 +51.0 -65.3 ** +51.5 -66.0 .4 +52.1 - 4 56.8 +52.8 -58.9 +48.7 59.9 +47.4 -60.7 +48.1 41.6 +48.8 -62.4 +49.4 -63.1 4 +50.0 -63.8 +50.6 -64.5 +51.1 552 +51.7 -65.8 +52.2 +49.4 -64.1 +50.1 -64.9 +50.7 45 7 +51.3 ~ -66.5 +51.9 +52.5 47 9 +53.0 48.5 +53.5 -62.3 +48.9 53.1 1 +49.6 1 i -64.0 t , +50.2 , ' 44.7 1 +50.8 -65.5 +51.4 -662 • , +52.0 58.9 +52.5 -67.5 +53.0 34 R 38 R 38 R 40 ft 42 ft 44 R -73.9 - 71.0 +552 +53.7 -74.8 -71.9 +55.9 +54.4 -75.7 -72.7 +56.5 +55.0 -76,5 73.5 i +57.1 I +55.6 ' 48.9 T +52.7 -69.8 +53.3 - 70.6 +54.0 -71.3 +54.5 -72.1 +55.1 1 - --.. -72.5 +55.7 -77.3 -742 +57.7 1 +562_1 -78.0 ,, - 75.0 +58.3 1 +58.7 ft -78.8 -75.7 +58, +57.34 -795 78.3+ +59.4 1 +57.8 -73.5 ' -74.1 j +56.7 -71.8 +55.3 -72,4 +55.8 -73.0 +56.3 fi -73.8 -742 +572 -74.8 +57.7 -75.9 +58.5 -70.4 ' -69.2 +54.6 1 +54.0 1 -71.0-69.8 +55,1 +54.5 -71.6 , -70.4 +55.6 ' +55.0 -722 1 -71.0 +56.1 +55.4 -72.8 I -71.6 +58.5 1 +55.9 -73.3 ' -72.1 +56,9 r +56,3 -74.4 -73.2 +579 +57.1 -682 -67.3 +53.5 +53.1 I F -68.8 x57.9 +54.0 1 +53.6 1 59.4 148 5 +54,5 i +54.0 1 59.9 t 49.0 4 +54.9 i +54.5 -70.5 t -69.6 1 +55.4 +54.9 -71.0 -70.1 ' +55.8 +55.3 1 -72.1 -71.1 1 +58.8 +58.1 1 -66.5 +521 -67.1 +53.1 -67.8 +53.6 482 +54.0 -68.7 +54.5 -69.3 +54 .9 -70.3 +55.7 48 ft 50 R 52 ft 54 R R 60 R 402 1 -77.0 +59.9 +58.3 409 -77.6 t +80.4 , +58.8 41.5 -78.3 r +60.8 +592 - 82.11 -78.9 +61.3 ` +59.7 ■ -83.3 , -80.0 +822 +60.6 1-74.8 ; +572 I�I -75.4 +57.6, -76.0 1 +58.1 1 -76.6 +58.5 • -77.7 +59.4 Mean Roof Height _ DESIGN 10 15 20 PRESSURES (PSF) Tributary Area (So F 4 40 45 ; 50 25 30 35 0 -15 R -- 16 ft 18 ft 20 ft -50.4 +465 4 -51.1 +47.1 -52'4+ +48.3 -53.5 ' +49.4 -49.2 +452 -49.8 +45.9 -51.1 +47.0 -52.2 +48.1 -53.3 +49.04 -54.3 +49.9 -48.3 +44.4 -49.0 ' +45.0 -502 +46.1 51.3 1 +47.1 -52.4 , +48.1 -53.3 +49.0 47.6 +43.7_1 -48.3 +44,3 49,5 +45.4 5 0.6 +46.4 -51.6 +47.4 4 52.8 +482 1 -47.1 -46.6 +43.1 +42.7 1 -47.7 ± 47.3 +43.7 ! +43.3 48.9 ; 48.4 +44.8 +44.3 i -50.0 49.5 +45.8∎ +45.3+44.9 51.0 50.5 +469 j +48.3 1 -52.0 - -51.5 +47.8 +47.1 -46.2 ' +42.3 46,8 4 +42.9 48.0(47.7 + +43.94 49.1 50.1 -, +45.8 1 51.0 1 +46.7 -45.9 -45.5 +41.9 +41.8 -46.5 -462 +42.5 i +422 r 47.3 +43.8 +432 48.7 48.4 +44.5 ; +442 49.7 � 49.4 +45.4 , +45.1 -50.6 -50.3 +46.3 , +45.9 22 fl - 54.6 +50.4 24 ft -55.6 +51.3 26 ft 28 ft 30 R -56.6 +522 - 57.5 +53.0 -58.3 +53.8 59.1 +545 -552 -542 1 +49.8 56.1 -55.1 +51.6 +50.6 -58.9 +52.3 +51.3 r -57.7 -58.7' +53.1 +52.0 -58.4 • +53.7 +52.7 - 59.1 -58.1 +54.4 +53.3 -59.8 -58.7 +55.0 +54.0 -59.4 -60.5 +55.8 +54.5 -61.1T-60.0 . +582 � +55.1 -53.5 +49.1 -54.3 +49.8 55.11 +50.6 -55.9 +51.3 -56.6 - +51.9 -57.3 +52.5 -57.9 +53.1 -58.6 +53.7 - 592 +54.3 -52.9 +48.4 -53.7 +492 54.5 +49.9 -552 +50.6 -55.9 +51.3 - 56.6 +51.9 -57.3 +52.5 -57.9 +53.0 -58.5 1 +53.6 -52.3 +47.9 -532 +48.1 53.9 +49.4 4 54.7 +50.1 -55.4 +50.7 -56.1 +51.3 -58.7 +51.9 -57.3 1 +52.5 ' -57.9 +53.0 -51.9 1 51,5 51.1 +47.5 ' +46.7 52.7 -52.3 -51.9 +47.8 +47.4 I - 53.5 • -53.1 4 52.7 +489 +48.5 +48.1 542 -53.8 -53.4 +49.6 +49.2 +48.8 -54.5 -54.5 -54.1 +502 +49.8 +49.4 55.6 • -55.1 ' -54.8 +50.8 +50.4 +50.0 -582 -55.8 1 -55.4 +51.4 +51.0 ! +50.6 -58.8 -58.4 1 -56.0 +52.0 +51.5 1 +51.1 -57.4 -1 57.01 -56.6 +5255 +52.1 ++51.7 -- 32 R 34 ft 36 ft -59.9 ' +55.2 40.6 +55.9 41.3 +56,5 52 0 +57.1 38 R 40 8 42 R 52.6 +57.7 44 ft 43.2 -61.7 I -60.6 ; +58.3 I +58,7 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 -58.0 -57.5 1 -57.1 +53,5 +53.0 +52.6 ; +522 46 ft -63.8 +58.8 42.3 1 -612 : +57.3 1 +58.2 ;429 + -61.7 . ' +57.8 ' , +56.7 1 43.4 1 522 +58.3 +572 - -63.9 • -62.8 * +58.8 ! +57.6 ,_+56.8 -64.4 43 3 , +59.2 +58.1 -64.9 43.7 +59.7 +58.5 . -65.8 • -64.7 • +60.6 +59.4. 40.3 +55.3+54.6 -60.8 +55.8 41.4 +56.3 -61.9 • -62.4 +572 -62.9 +57.7 -63.8 +58.5 59.8 50.1 +55.1 40.7 _ +55.6 -612 +58.1 -61.7 +56.5 -62.1 +58.9 43.0. +57.8 -59.0 -58.5 I +54.0, +53.5 I -59.6 -59.0 +54.5 4 +54.0 50.1 1 -59.5 + +55.0 +54,5 50.6 * 50.0 +55.4 , +54.9 _ -61.0 -60.5 +55.9 , +554 51.5 -61.0 +58.3 +55.8 42.4 419 +57.1 +58.6 -58.1 I -57.7 +53,1 +52.7 111 """ 58.6 -582 +53.8 +53.1 T-59.1 -58.7 +54.0 +53.6 -59.6 * -592 +54.5 +54.0 40.1 -59.6 +54.9 +545 -60.5 50.1 +55.3 +54.9 41.4 -61.0 +58.1 +55.7 48 fl 50 R 52 fl 54 ft 55 ft 60 fl 54.4 +59.4 -64.9 +59.9 -65.5 +60.4. 58.0 +60.8 -68.5 +61.3 -67.5 +62,2 03/02/2009 - 5:01pm troyb 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING I INTERIOR ZONE 4 PRESSURES I 51 m 0 to n (A F rn V , r 8 M F:103 Elements110 Loading111 CalculatorslASCE 7 -051 FLB - ASCE 7 -02 Pressure Charts (0.60).dwg REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB DATE 04/19/06 02/23/09 INS DOCUMENT IS THE PROPERLY OF FRANK L BERNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BERNARDO, P.E. ALTERATIONS, ADDITIONS, HIGHLIGHTING. OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION, EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: I. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1,0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VAUD ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR AU. ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT = / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED, ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING I5 TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER, NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION I5 NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION, REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH I5 TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I=1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VAUD FOR HILLY TERRAIN, INTERNAL PRESSURE COEFFICIENT (GCp1 =+/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0,85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5, ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION 15 OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7, EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT AU. IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ® 1 ELEVATION 1 WALL ZONE FIGURES ENGINEERING 1 EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH *9885 1 MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 0 ci PEAK ROOF HEIGHT Ya MEAN ROOF HEIGHT METRIC 0 Z COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC • - 1 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of' such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as descried herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 5000 Outswing Aluminum Casement- Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W08 -08, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 01/23/08, with revision A dated 02/18/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING, Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, 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 # 08- 0204.05 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode NOA No. 09 -0226.01 Expiration Date:. April 3, 2013 Approval Date: April 15, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -08, Sheets 1 through 5 of 5, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", dated 01/23/08, with revision A dated 02/18/09, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. "Submitted under NOA # 08- 0204.05" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 02/17/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 2. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al Farooq Corporation, dated 1/15/08, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 08- 0204.05" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated February 19, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 15, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FEL- 5336, issued by Fenestration Testing Laboratory, Inc., dated December 7, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of acceptance No. 08- 0204.05, issued to ES Windows LLC, approved on 04/03/08 and expiring on 04/03/13. E -1 ! 41 rlos M. Ut'rera, P.E. Product Control Examiner NOA No. 09- 0226.01 Expiration Date: April 3, 2013 Approval Date: April 15, 2009 Q \ ii © ii i� / \ i u is / • ! / ii \ i! ;, / ii \ i; '✓ a \' / i' 11 iI \ / / I ti \ senor .0 • 11 I I .1.140I3H MINIM I 6I I I� 9 • Od0 TO 8 30 11 5/8' H W 30 5 /8' 'XVVI .L /l C 0.4 OPG 35 7/8 0.1. OPG 35 7/8 VENT .r Y ,p. YEN! WIDTH SERIES 5000 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPUES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CARAT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED WJWONS 8V BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (INHZ). 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 WOW ONLY. MATERIALS mums BRIT NOT UNITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. WINDOW WIDTH SINGLE VENT WDW, GLAZING DETAIL 1/8' HEAT STREN'0 GLASS 090' MTERLAYER CEWTACNE PVB BY 'DUPONT' I /8' HEAT STREN'D GLASS SILICONE DOw CORNING 795 SURFACE APPLIED FALSE MUNTINS OPTIONAL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 DUAL VENT WOW. MAXIMUM DESIGN LOAD RATING = + 85.0 PSF- (FOR SIZES SHORN ABOVE OR SMALLER) - 85.0 PSF ( THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. `SHUTTERS ARE NOT REQUIRED. Eogr. DR. HUMAVOUN FAR000 STRUC RA. PE C.M. 98 7 FEB 1 9 2009 rizosucr1160111, de er7iLS(bfW� .0/ G 4.11X-Jk7, p.: 1 cc 0t I 8 4 droving no. W08 -08 4 (sheet 1 of 5 TYPICAL ANCHORS; StE aEv. FOR SPACING 1/4" TAPCI1N INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO W000 THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 114 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. = .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS; ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. Ergr: OR. HUM6YOUN FAROW STRUCTURES FLA. PE S 18557 CAN 538 FEB 1 9 2009 L LuJ drawing no. W08 -08 (sheet 2 o 5 D mo O O m - a c 0 drawing no. W08 -08 • 1.994 PART/ QUANTITY DESCRIPTION MATERIAL MANP. /SUPPIIER/REMARKS 1 ES5001 -5 1 FRAME HEAD 6083 -16 - 2 855001 -6 1 FRAME $LLL 6083 -16 - 3 ES5001 -3 1/ VENT FRAME JAMB -HINGE 510E 6083 -16 - 4 FS5001 -4 1/ VENT FRAME JAMB - LATCH 510E 8063 -16 - 5 855002 -1 1/ VENT VENT TOP RM. 6063 -16 - 8 855002 -2 1/ VENT VENT BOTTOM RAT. 6063 -T6 - 7 855002 -3 1/ VENT VENT SEC RAC. -HINGE 567E 8063 -T6 - 6 855002 -4 1/ VENT VENT SIDE RAIL -LATCH SCE 6063 -78 - 9 855004 -1 2/ VENT SNUBBERS, 2 -1/2' 1.0NG (AT 11 -1/2' & 52' FROM BOTTOM) 6063 -16 - 10 851008 -4 AS RCO. 01AZWG BEAD 6063 -18 - 11 651010 AS RECD. GLAZING WEDGE SOFT PVC 12 - AS RECD. FRAME & VENT ASSEMBLY SCREWS - 110 X 1 -1/2' PH SUS 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - 18 X 1/2' PH SMS 14 - 655008 .99E00. OUTER WEATHERSTRIPPING NEOPRENE - 15 6550059 AS REOL INNER WEATHERSTRIPPING NEOPRENE - IB PJS40 -S5 AS RECD. CORNER LOCK - SULLNAN & ASSOCIATES 17 30155 2/ VENT 4 BAR HINGES -HEAVY DUN - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - 110 X 1/2' PH 5MS IBA - 4/ HINGE HONE MOUNTING SCREWS AT VENT - 110 X 1/2' PH 815 19 23 SERIES 1/ VET SINGLE ARM OPERATOR (AT 8 -1/2' FROM ENDS) - TRUTH HARDWARE 20. - 4/ OPER. OPERATOR MOUNTING SCREWS - 810-24 X 3/8' PH SUS 21 30175 1/ OPER. 13 -3/4' LONG TRACK ST. STEEL TRUTH HARDWARE 22 - 2/ TRACK TRACK MOUNTING SCREWS - 110 X 3/8' PH SS SM5 23 - 1/ VENT =tame HANDLE - SULUVAN & ASSOC. 24 - 2/ VET LOCKING CAM (AT 11 -1/2' & 50 -1/2' FROM BOTTOM) - SIJWCAN & ASSOC. 25 - 2/ LOGIC LOCK MOUNTING SCREWS - 16 - 32 ■ 1/2 PH MS 26 E5S013 1/VENT LOCK HANDLE/CAM CONNECTOR - 1/4' a 1/2' ANJA1. BAR 27 855011 2/ BAR CONNECTOR SCREWS - CUSTOM 28 CS- 200K -SS 2 /1/ENT KEEPERS (AT 12' & 51' FROM BOTTOM) ST STEEL. SUWVAN & ASSOC. 29 - 2/ KEEPER KEEPER MOUNTING SCREWS - /10 X 3/6' PH SUS 30 - OPRCNAL 5/16' BOX SCREEN - - 31 855014 -1 - OBFT RESTRNN CLAMP. 6' LONG 6063 -T6 AT IBDSPAN OF VENT 32 - 3/ CLAMP CLAMP Mo1WTCNG SCREWS - 110 X 1/2' PH 5M5 33 ES5009 2/ VENT ANTI SAG SKATE, 2' LONG NYLON /CELCON M&AI PLASTICS 34 - 2/ SKATE SKATE MOUNTING SCREWS - /6 ■ 8/2' PHSMS 35 - 2/ ASSY. TANDEM LATCH SPACER - - 36 E55003 -1 1 ROPOST 6063 -76 37 855010 AS ROD. IMPOST STIFFENER 6063 -16 0 ©30 0000 2.125 VENT 4811 3.873 1.188 .950 1.186 IMPOST IMPOST SiINtNER 1.098 .125 .188 2.530 GLAZING BEAD Env: OR. W V8$2UN 468500 STRUCTURES FLA. PE CAN. 33 36 16557 9 2009 eltimucturinsio r Its sr . O! - 5 /i,N:T7 } 8 a U J drawing n0. W08 -08 (sheet 4 of 5 IMPOST CORNER VENT CORNER 12 cry.: DR. xwncram me STRUCTURES u PE 1 18551 CAN. ma FEB 1 9 2009 IPIRCOUCTIMINI otosibinsoltiftalidlo sssosw. 1 9 To 2. _ g o k ki droning no. WO8 -08 sheet s of 5 ) // /I7 Al /All It "Z T - ' // AI/VI 41/411 r sr /ice /% /i BLDG DEPT /i /% / /■ /v /i AII . i ii Miami Shores Village SUILIECT TO COMPLIANCE WITH ALL FEDERAL 14' -0" 8 ..23/4° — 4%10 / 4.10° 20=1° (1) Casement Series S400 21 °x80 7.32SgFt NOA 09- 1021.09 5 %2° (1) Casement Series S400 21° x 801/4" 7.32 Sq. Ft NOA 09-1021.09 2s -0" NOT TO SCALE FOR WINDOW SIZES, APROX. PLACEMENT AND NOA'S ONLY PREPARED BY COASTLINE WINDOWS & DOORS 1018 FLORANADA RD. OAKLAND PARK FL. 33334 game Color: 9x1Aja AiL34,ajcW*ka/liekk- OTOLASe_ ,c e Qr�. Qa7 cd Mark Qty Manf T e Hand Sill Height Width Height Glazing Glass Color Approved pressure Required pressure NOA 1 - 0 lac v► , 2(V4 5z / SA uan�i� -f +4r,.s1-o. 4 -foal •off r•-...0 5t OD 9(0" O "Aso al4LU :iv +�0� �d 1-q ?. 7/1040 n°t- In2,1 , 13 51 U) . ■ .. _ V r i_ • t o • + i ffP, - - S - Vi • - .2, n c -102k , I I A .J & (.9 #Jv ,S&''■ (Y �i ,C 6o Y Coastline o► oors, Inc. 1018 Floranada ltd. 'R Y .. ij Oakland Park, F1. 33334 305-373-6181 954-276-5 Dade Broward w■w.coastlia @windows ram Licensed & Insured COCI 616961 Window and Door schedule WindowDoorScheduleCoastline -276 -5829 Job Name: Address: Date: f 0/(9(040 E 'Dr Mt cum Sores Mean Roof Height DESIGN PRESSURES (PSF) • Zone 4 10 15 20 Tributary Area Sq Ft) 40 45 50 25 30 35 0 -15 ft -50.4 -492 -48.3 -47.8 -47.1 48.8 -462 .45.9 -45.5 +452 +44.4 +46.5 +452 +44.4 +43.7 +43.1 +427- +42,3 +41,9 +41,6 16 ft -51.1 -49.8 -49.0 -48.3 -47.7 -47.3 -46.8 -46.5 -48.2 -57.8 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +429 +42.5 +42.2 18 ft -52.4 -51.1 502 -49.5 -48.9 -48.4 -48.0 -47.7 -47.3 572 +44.9 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 20 ft 53,5 -522 -51.3 -50.6 -50.0 49.5 -49.1 -48.7 -48.4 -58.0 +452 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.8 +442 22 ft - 54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -5t0 +46.8 -50.5 +48.3 -50:1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 - 54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 502 -69.2 -67.1 +52.3 +51.3 +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft -56.6 - 552 -542 53.5 -52.9 -52.3 -51.9 -51.5 51.1 - 66.0 +51.3 +522 +502 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -57.5 +53.0 -58.1 +51.6 - 55.1 +50.6 -54.3 +49.8 -53.7 +492 -53.2 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 - 58.9 +52.3 - 55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft 59.1 -57.7 -56.7 - 55.9 -552 4.7 -54.7 -54.2 - 543.8 5 -53.4 -852 +51.7 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 34 ft - 59.9 +552 -58.4 +53.7 57.4 +52.7 56.8 +51.9 -55.9 +51.3 54.9 5.4 +50.7 5 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 +552 -59.1 +54.4 - 58.1 +53.3 57.3 +52.5 -58.6 +51.9 -56.1 +51.3 55.6 +50.8 -55.1 +50.4 54.8 +50.0 38 ft 51.3 +56.5 - 59.8 +55.0 -58.7 +54,0 -57.9 +53.1 57.3 +52.5 -56.7 +51.9 - 562 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft 52.0 +57.1 -60.5 +55.6 -59.4 +54.5 - 58.6 +53.7 57.9 +53.0 -57.3 +52,5 -58.8 +52.0 -56.4 +51.5 -58.0 +51.1 42 ft -62.6 -61.1 -60.0 -592 58.5 -57.9 -57.4 -57.0 -56.6 +55.4 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +521 +51,7 44 ft -63.2 +58.3 -61.7 +56.7 50.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 - 58.0 +53.0 57.5 +52.8 -57.1 +522 46 ft -63.8 -62.3 -612 -60.3 -59.6 -59.0 -58.5 -58.1 57.7 -70.3 +55.7 +58.8 +57.3 +582 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 -61,7 +56.7 -60.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 - 58.6 +53.6 -58.2 +53.1 50 ft -64.9 +69.9 53.4 +56.3 -622 +572 -61.4 +56.3 -60.7 +55.6 50.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.8 52 ft 55.5 -63.9 -62.8 51.9 -81.2 -80.6 -60.0 - 59.6 -59.2 +60.4 +58.8 +57.6 +58.8 +56.1 +55.4 +54.9 +54.5 +542 54 ft -66.0 +60.8 54.4 +592 -63.3 +58.1 -62.4 +57.2 -6t7 +56.5 -61.0 +55.9 -60.5 +65.4 -60.1 +54.9 -59.6 +54.5 66 ft -68.5 +61.3 -64.9 +59.7 - 63.7 +58.5 -62.9 +57.7 -62.1 +56.9 -61.5 +56.3 -61.0 +55.8 -60.5 +55.3 -60.1 +54.9 BO ft -67.5 - 85.8 -64.7 53.8 -63.0 -82.4 -81.9 -81.4 51.0 +622 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +58.1 +55.7 Mean Roof Height DESIGN PRESSURES (PSF) • Zone 5 10 15 20 Tributary Area Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 -59.8 - 58.0 -56.7 - 552 - 54.6 -53.8 -53.1 -52.5 +46.5 +452 +44.4 +43.7 +43.1 +42.7 +423 +41.9 +41.6 18 ft - 63.1 +47.1 -60.6 -58.8 +452 +45.0 -57.5 +442 -56.3 +43.7 5.4 54.6 +43.3 5 +42.9 -53.9 +42.5 -532 +422 18 if -64.6 -62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -552 -54.5 +48,3 +47.0 +48.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 20 ft -68.1 +49.4 -63.5 -61.6 +48.1 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 572 +44.9 - 56.4 +44.5 -55.8 +442 22 ft -67.4 +50.4 -64.8 -62.9 +49.0 +46.1 -61.4 +47.4 -602 +48.8 -59.2 +46.3 - 58.4 +45.8 57.6 +45.4 -56.9 +45.1 24 ft 58.7 +51.3 -66.0 -64.1 +49.9 +49.0 -62.6 +48.2 -61.4 +47.8 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +452 26 ft -69.8 +52.2 - 67.1 -65.1 +50,8 +49.8 -63.6 +49.1 -62.4 +48.4 -61.4 +472 -60.4 +47.5 - 59.6 +47.1 -58.9 +46.7 28 ft -70.9 - 682 -66.2 - 64.6 -83.4 -62.3 - 81.4 -80.6 -59.9 +53.0 +51.6 +50.8 +49.8 +492 +48.7 +482 +47.8 +47.4 30 ft -72.0 +53.8 -69.2 -67.1 +52.3 +51.3 - 65.6 +50.6 -64.3 +49,9 -632.3 -63.2 +49.4 5 +48.9 -61.5 +48.5 50.7 +48.1 32 ft -73.0 +54.5 -70.1 -68.1 +53.1 +52.0 -66.5 +51.3 -65.2 +50.6 -84.1 +50.1 53.1 +49.6 -62.3 +492 51.6 +48.8 34 ft -73.9 +552 -71.0 - 68.9 +53.7 +52.7 - 67.3 +51.9 - 66.0 +51.3 -64.9 +50.7 - 64.0 +50.2 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 -69.8 +54.4 +53.3 -68.1 +52.5 -66.8 +51.9 - 65.7 +51.3 -64.7 +50.8 -63.9 +50.4 53.1 +50.0 38 ft -75.7 +56.5 -72.7 -70.6 +55.0 +54.0 - 68.9 +53.1 -67.6 +52.5 -66,5 +51.9 -65.5 +51.4 - 64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -732 -71.3 +55.6 +54.5 -69.7 +53.7 -68.3 +53.0 -672 +52.5 - 662 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77'3 +57.7 -742 -72.1 +56.2 +55.1 - 70.4 +54.3 -69.0 +53.6 57.9 +53.0 -66.9 +52.5 -66.0 +52.1 -852 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +56.7 +55.7 -71.1 +54.8 - 89.7 +54.1 -88.5 +53.5 -87.5 +53.0 -68.6 +52.8 -65.8 +522 46 ft -78.8 +58.8 -75.7 -73.5 +57.3 +56.2 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -682 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -80.2 -77.0 -74.8 -73.0 -71.6 -70.4 -69.4 -68.5 -67.6 +59.9 +58.3 +572 +56,3 +55.6 +55.0 +54.5 +54.0 +53.8 52 ft '80.8 -77.6 -75.4 -73.6 -722 -71.0 -69.9 -69.0 -68.2 +60.4 +58.8 +57.6 +56,8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +592 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 58 ft -82.1 +61.3 -78.9 -76.6 +59.7 +58.5 -74.8 +57.7 -73.3 +58,9 -721 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +542 60 ft - 83.3 +822 -80.0 -77.7 +60.6 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +58.1 -70.3 +55.7 03/02/2009 - 5:01 pm 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES 80 m O n n 0 rn r I-- F: \03 Elements110 Loading \11 Calculators\ ASCE 7 -05\ FLB - ASCE 7-02 Pressure Charts (0- 60).dwg REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES DATE 04/19/06 02/23/09 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 =+/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (lm). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES • • • • • •• • • • • • • • a • •• • • • • • gNC 'RUNG.ig ExgRREsst 160 SW 12th AVENUE, #106 • DEERFIELD BEACH, FL 33442 PH: (931D95t 0660• ( - IL WI11 ENTG • C .CQM • i • *1� • • • • •�9F� -'i are�BS • • • • • • • •._ •• •• MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 8 O gim O Z PEAK ROOF HEIGHT MEAN ROOF HEIGHT a • • O • • O • • • O . ... • • • . • • O 0 0 0 0 .. • • • . .. .. • COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) SIR' Impact Windows LLC 975 S. Congress Ave., Suite # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "300 Stormsafe" Aluminum Fixed Window - L.M.L APPROVAL DOCUMENT: Drawing No. W07 -49, titled "S -300 Stormsafe Alum. Fixed Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 05/18/07 with revision `B" dated 07/24/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Vigar, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process: Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tq ggipply with any section of this NOA shall be cause for termination and removal of NOA. ADAtRTMEMXNT: The NOA number preceded by the words Miami -Dade County, Florida, and fpllimxi by expiration date may be displayed in advertising literature. If any portion of the NOA is divided, tbpni t shall be done in its entirety. TARECTIOyeli'copy of this entire NOA shall be provided to the user by the manufacturer or its 'disfrilSutors Id grill be available for inspection at the job site at the request of the Building Official. 0 000 This .. DIOA reykep NOA # 07 -0604.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval aocvsfent mentioned above. The submitied.docbumentation was reviewed by Manuel Perez, P.E. •000 • .... MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinacode NOA No. 09- 1021.13 Expiration Date: August 29, 2012 Approval Date: February 10, 2010 Page 1 •... • •••• • • ••..' • •••••. SIW Impact Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07 -49, titled "S -300 Stormsafe Alum. Fixed Wdw. L.M.I.) ", sheets 1 through 5 of 5, dated 05/18/07 with revision `B" dated 07/24/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Viqar, 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 along with marked up drawings and installation diagram, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI -07 -4110, dated January 15, 2007, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA#07- 0604.05) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No HETI -07 -4111, dated January 25, 2007, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA#07- 0604.05) 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, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No HETI -07 -4112, dated April 09, 2007, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #07- 0604.05) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No HETI -07 -4113, dated April 09, 2007, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07- 0604.05) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 •••• : • . O , : . • 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 • • • . 3) Water Resistance Test, per FBC, TAS 202 -94 • ••• aloi with marked -up drawings and installation diagram, prepared by Hurricane • : • : •terg4neering Testing Laboratory, Inc., Test Report No HETI -07 -4114, dated April 09, • • •.. • • • • •Z f)•7 signed and sealed by Rafael E. Droz -Seda, P.E. • • •• . �► ..... "atibmitted under previous NOA#07- 0604.05) .•.... • • • '•.•.. . • • • • ...... • ...... • • • • . . E -1 1/ /_ Manuel P .E. Product Contro er NOA No. 0' 121.13 Expiration Date: August 29, 2012 Approval Date: February 10, 2010 ••..•• SIW Impact Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. 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, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI -07 -4115, dated April 09, 2007, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA#07- 0604.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 07/22/09, signed and sealed by Arshad Vigar, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex 11IG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated July 22, 2009, signed and sealed by Arshad Viqar, P.E. G. OTHERS 1. Notice of Acceptance No. 07- 0604.05, issued to Security Impact Windows, LLC for their Series "300 Stormsafe" Aluminum Fixed Window — L.M.I., approved on 10/30/07 and expiring on 10/29/12. •... • ••• . • •••• • •• • • • • • •.. •. • • • • • • • • • • • . 00000 •••• •. •. • • • • •.• .. • • • • • •...• • •.. ••• •••• •.••.. • • • • • •••• • • 0 00000 • •••• • • • • •...••. • •• •..... • • • • E -2 ' ._ /1 #_ Man el Perez, Product Control NOA No. -10 . 3 Expiration Date: August 29, 2012 Approval Date: February 10, 2010 • MOON WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN R VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SNARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. ANCHOR SPACING AT ARCH TOP ONLY ALL OTHER SPACING AS PER ELEV. AT RIGHT SERIES 300 STORMSAFE ALUMINUM FIXED WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI-DADE COUNTY APPR'0 WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT HAS BEEN DESIGNED AND 1tsiA TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HYHZ). 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 MATERWI. SHALL BE BEYOND WAU. 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 LOOTED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MUNIINS (SURFAM AMID) MAY SE USED 1 WINDOW WIDTH TYPICAL ELEVATION tuigr: AR•4M1 VAAR • AUG 0 7 2009 •• 12' VAX. 6 MAX. HEAD /Stu. CORNERS SILL THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED uiompit•g "WARN Polio Muss= m F •• OOOO • Iz • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• c 1 dt Q rw W07 -49 =sheet *of 5 • ••• •• • • • • • •• • ••• • •• • • • • • • •• • • • • • • • • • • • .• ••• •• • - DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 1/8' ANN. GLASS �° w � S 'SO MG PYB BY 'SOLUTW' 1 /8' ANN. CLASS I�� 9WD0! DING. CLA98 TYPB A' GLASS TYPE 8' -- -- -- - - GLASS •IyPE C •0111 LENGTH EXT.( +) 1147.(-) EXT.( +) NT.( -, E70.( + AMC-) 1 n ��yy( 1 s T V' t '�' I d I I. Ip 1 )i$t°8r 118• W.0 60.0 70.0 70.0 "x22:222 80.0 804 70.0 70.0 BO.D 800 70.0 70.0 5 ° 60.0 80.0 70.0 70.0 S 2 0 L 60.0 604 70.0 70.0 60.0 80.0 704 70.0 ® 1 E1 I� 4 (, ! 28 -1/2 32' 3Y 42" 48' 93 -1/8' 3�s /e 89.0 60.0 70.0 70.0 60.0 80.0 70.0 70.0 90.0 1300 [2221_! 9 60.0 600 70.0 70.0 90A 1300 6 , 570 97.9 70.0 704 97.9 57.9 70.0 70A 0 0 of 5 � IF (7?' . . 87.9 97.9 704 Tao 'I lJ O 444 � SIUCONE OM CORNING 990 'A' Ve m -9/e• 60.0 604 70.0 700 80.0 80.0 70.0 700 eoo 60.0 70.0 Tao 1 1113222Vg S GLASS TYPE 82.9 92.9 70.0 70.0 90.0 130.0 29/86° OVERALL 3/18 ANN. CLASS 3/18' H.S. GLASS INwo Pa 490" iNTERLAYER SAFLEX BY 'SQLUTIA' BY 'DUPONT' • 3/18' MM. 01855 3/18 H.S. GLASS - - 704 70.0 c,n,) 7A119 am runt 3.4419103 O-S J SIW IMPACT WINDOWS, 1.1..C. 975 S. CONGRESS AVE. N102 DELRAY BEACH. FL 33445 1 EL. (861) 274 - � 9392 AL (561) 274 -9262 - - 7110 700 90.0 130.0 R 0 5 61 28 - 1/2' 32° 3Y 42" 48• 83 - 80.0 60.0 70.0 704 90.0 130.0 60.0 60.0 70.0 700 90.0 130.0 80.0 90.0 70.0 70.0 90.0 130.0 - - 70.0 70.0 :12211.10g - - 70.0 704 90.0 1E10 70.0 - - - - 90.0 130.0 70.0 26 -1/2' 32' 37' 42' 53-1/8" 74-1/4' 60.0 60.0 700 704 ORO 130.0 70.0 d O - - 70.0 704 90A 1312.0 F g Ir° - - 700 70.0 90.0 130.0 - - 70.0 I 34' aSi ° I -� IPrO °, • 80.0 80.0 70.0 70.0 - _ R' 0 - - 70.0 70.0 90.0 130.0 - - - � ,,_ - - 70.0 70.0 -- - 130.0 - - - - - 130.0 - - - - 8 6.0 127.9 i� �:''� 1 II su BI LOW 110.4 1 I l i I l` r f �� - - - - 130.0 98' 604 60A 70.0 70.0 90.0 130A CO Q DOW CORNING 995 1:401, p IG 995 28 -1/2 3r 37' 42' 46' .1 -t / ' 9 7 8110 60.0 70.0 70.0 130.0 - - 70.0 70.0 90.0 130.0 - - 70.0 700 90.0 1300 - - - - 90.0 130.0 GLASS TYPE ' B ' GLASS TYPE 'C_ - - 70.0 70.0 60.0 130.0 - - - - 90.0 1280 wee OVERALL 7/06" OVERALL • El DUPONT OE NLMOURS 6: CO. INC. . A - - - - 90.0 130.0 - - - - 900 1194 - - - - 130.0 sr n R R - - - 70.0 704 B00 1300 - - - - 90.0 128 129.4 - - - - 90.0 1300 28 -1/2' 3r 37' 42' 48' 83 -1/8' - - 70.0 70.0 90.0 130.0 - - - - 90.0 1300 - - 70.0 70.0 90.0 130.0 - - - - 90.0 1226 - 1 . - - - - 90.0 130.0 24• 30" 36' 42' 1 - - 700 700 900 130.0 o . BP.LLO - - - - 90.0 128.6 - - - - 90.0 430.0 j _.___.__...._... r $ j - - - - 90.5 1193 - - - - 90.0 130.0 °, 4 m - - 900 111.8 - - - - 90.0 112.4 tl-F9 awl N .l • .L/t alloreq kl I cam au -44 f 1t ter, 28 -1 /2' 32- 37' 42' to8' - - - - 90.0 130.0 24' 30 38' 126' - - - - 900 1300 - - - - 80.0 130.0 - - - - 90.0 130.0 - - - - 60.0 1300 - - - - 90.0 130.0 A EAqt * 6I M PE 6 38893 8 CAA. 3538 • •• p i AUG 6 0 7 L OO S •• 9 Mail PINIDUC'E BEVI 944081 witbas - .... Mates Cod, 8 0,,' - • 044 ' . " .. /ii�.. _._.. , - �..i - �• ..�; ` , �V7 • ••: •_! • • •• - - - - 90.0 122.5 NGTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). 2e -1 /2' 32' 3r 42' 120' - - - - 90.0 130.0 - - - - 90.0 730.0 - - - - 9 04 130.0 rota n0._ -49 - - - - 90.0 112.4 26 -1/2 32' 3 ? 426° - - - - 90.0 130.0 - - - - 90.0 1304 - - - - no 130.0 = Wi • • •• • • •• • • • •• • ••• • • • • •• • • • • • • • • • • • • • • • i • • • • •• • • • • • •. • • • • • • • • • • •• • • • • • • • • •• •• •• • • • • • • • • • •• •• •• • WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FGR SPACING 1/4" MA. ULTRACON BY 'FLCO' (Amin KW, Fye195 KW) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY . 4 SMS OR SELF 0RIWNG-SCREWS (GRADE 2 CR5) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy m 36 KS MIN.) ALUMINUM : 1/8" THK. MIN. (6083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 112 SMS OR SELF DRILLING SCREWS (MEE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0901 (NO SHIM SPACE) TYPICAI FOGE DISTAL INTO CONCRETE AND MASONRY m 1 -1/2" MIN. INTO WOOD STRUCTURE m 3/4" MIN. INTO METAL STRUCTURE . 1/2" MIN. CONCRETE re . 3000 PSI MIN. c -90 HOLLOW/FILLED BLOCK rm . 2000 PSI MIN. SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. Env A II WW2 RA PE 3538 • • AUG 072009 •• 15110DUCTREVLIO roTdl4..a •tlegr Red& 12 • • t • • • • • • • •• •• •• • ' '• : 301 s �•Itro no. • WW7 —49 • ••. •. • • • • • ••• • ••• ••• •• • • • i. • • • • • • • • • ••• • •• • • • . • • • • • • • • • i•• • • •• • •t ••• •• • •• • EXTERIOR •woaw WIDTH I/4 MAX. aun r+ CRC PIA 138383 CAC *a • • AUG 07 2009 • • a ! i J : i kV: 3 ii 0 i ig 4 m 1„,>- i § J, Eit5. o • tdrov�� • • • • • • w.07— 49 • • : : : ; •=gh•or$ 5 •5. w • • • • :•; ••• ••• ••• • ••• • • • • •• • • • • • • • • •• • • • • • • • • • • • •• ••• •• • ••• • • IP • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• •• •• • • • ••• •• • • ••• • •• MG PAST 0 awn= mom= - *mum. UANP. /SUPPI!B /R91AR® 1 SWOT - 4 WIDOW ARAM 8055 -T8 - 2 SNT303 4 FRAME COYER (OPTIONN.) 6013 -T8 - 3 59406 4 GLUM SFAS (7/18' GLASS) 8083 -16 - 3.1 S9127 4 ALT. GLAZING BEAD (7/16' GLASS) 6083 -18 - 3A .(6112 4 !LAZING eve (6/18' GLASS) 6083 -T5 - 3.tA $46128 4 93. DLA2040 BEAD (6/18' GLASS) 6083 -T8 - 4 /10 L 1 -1/2' 2/ CORNER ASSEMBLY SCREWS CRS P44 SYS 6 8386 AS REtD. EXTERIOR GLAZING GASKET SY4TOPRENE CENTRAL PLASTICS 6 $16113 AS RE0D. 0.42240 LEG SPACER SMROP5ENE CENTRAL PLASTICS • 0 FRAME 1,117 0 FRAME COVER (OPTIONAL) 0 GLAZING BEADS (7/18 GLASS) GLAZING BEADS (5/18" GLASS) 0 GLAZING LEG SPACER SCALE 1:1 CIRCU1AR WINDOWS TXP. CORNER DETAILS RECT. OR SQUARE 55500*5 Env aR VIOW CNIL ACANN. 76BBS AUG 07 2009 10646 Defigit Benskinas Dale* a ® leashe 'A 7ode play „• . � v 4 k ��. . � � 49 ••• • • • • 6ne So s • • • • • • ••• •• ••• • • • • • • • ••• • • •• • • • ••• S • • • •• • ' • • • • • • •. ••• • • • • • • ••• • • • • • • • • ••• • • • •S • • • •• •• • • •l. ••••• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami --Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5 -400" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -54, titled "Series S-400 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 10/13/09, prepared by AI-Farooq Corporation, signed and sealed by Arshad Vigar, P. E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and fallowing 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 t1ipaterials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement . of 9ny4ybduct„for sles, advertising or any other purposes shall automatically terminate this NOA. Failure • • to eompI ' with'sdy diction 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 • • follgipil by the.gxnation date may be displayed in advertising literature. If any portion of the NOA is displayed, then..iSl be done in its entirety. IN aTIOI' rA egpy of this entire NOA shall be provided to the user by the manufacturer or its • disniibutdrs and Mill be available for inspection at the job site at the request of the Building Official. • • Thi ; I•{�A coniisi of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned • .' MIAMND COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows LLC 975 S. Congress Ave. No. 102 Delray Beach, FL 33445 SCOPE: The submitted 8obuidentation was reviewed by Jalnie D. Gaston, P. E. (oli MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 Tel.: (305) 375-2902 FAX (305) 372 -6339 www.miamidade.aovrbuildinocode NOA No. 09- 1021.09 Expiration Date: January 27, 2015 Approval Date: January 27, 2009 Page 1 SIW Impact Windows, LLC • • • • .. .. • • • • • .•.. • • .. • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09 -54, titled "Series S-400 Alum. Outswing Casement Wdw. (L.M.I.) ",'sheets 1 through 6 of 6, dated 10/13/09, prepared by AI- Farooq Corporation, signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked - up drawings and installation diagram of casement window, prepared by Hurricane Engineering and Testing, Inc., Test Report No.'s HETI-09-2599, HETI -09 2599B, HETI-09- HETI- 09-2601, HETI -09- -2602, HETI-09-2608, IIETI -092609 and HETI -09 2610, dated August 15 to 26, 2009, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007, prepared by A1- Farooq Corporation, dated October 12, 2009, signed and sealed by Arshad Vigar, P. E. Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05113/09, expiring on 01/14/12. • • • ..: .Nojjce of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. • • Tot their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. • • F. • STAT I% WNTS • • , .1; f Wnent letter of conformance and no financial interest, dated October 12, 2009, • ▪ signed and sealed by Arshad Vigar, P. E. • • •••• Jaime D. Gaston, P. E. • • Chief, Product Control Division NOA No. 09- 1021.09 Expiration Date: January 27, 2015 Approval Date: January 27, 2009 E -1 • .. • • • • SIW Impact Windows, LLC 2. Laboratory compliance letters for Test Report's No.'s HETI - 09 - 2599, HETI -09 2599B, HETI -09- HETI -09 2601, HETI -09 -2602, HETI -09 2608, HETI-09-2609 and HETI -09 2610, issued by Hurricane Test Laboratory, Inc., dated August 15 to 26, 2009, signed and sealed by Candido F. Font, P. E. 3. Proposal No. 09 -0203 issued by BCCO, dated March 19 2009, signed by Renzo Narciso. G. OTHERS 1. None. .... • • . • .. • • • • • • • • • • .. .. ... • • • • • • • • • .... • • • • .... . • .... • • •••• • • .. • .. • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -2 Jaime D. Gaston, P. Chief Product Control Division NOA No. 09- 1021.09 Expiration Date: January 27, 2015 Approval Date: January 27, 2009 SERIES S -400 ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASEMENT /CASEMENT OR CASEMENT WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATEIBAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NQT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 12 3/4° 8 MAX. MAX. • • 11 • • • ii / / - u • • 11 •• • •/•,I • •.4 11 • • 1l �ii - �. 11 11 •% il•i - - -- 6 • 1 •II • • •\•» • •• yI • _t_s • ---1 • 11 \ • • HEi • • • .... CORNERS r• • • • • ••• TYPICAL ELEVATION MULTI POINT LOc1( FALSE MUNIINS (SURFACE Y BE USED THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • o 6" MAX. HEAD /SILL CORNERS or 1 1 29 3/8" D.L. OPG 36 VENT WIDTH 3r WINDOW WIDTH TYPICAL ELEVATION TWO POINT LOCHS 12 3/4 MAL • ` I HEAD /SILL (sheet 1 of 6 ) DESIGN LOAD CAPACITY - MP WINDOW DIMS. 2 POINT LOCHS MULTI POINT LOCK CLASS TYPES . . .C. • . CLASS TYPE ' CLASS TYPES R. & ' GLASS TYPE D ' WIDTH HEIGHT EXT.( +) 1N7.( -) EXT.(+) TNT.( -) EXr.( +) 'NT.( -) ERR.( +) 1NT.( -) 28 -1 /2" 32" 37" 42" 38 -3/8 70.0 70.0 70.0 704 804 80.0 800 80.0 70.0 70.0 70.0 704 80.0 80.0 80.0 80.0 70.0 70.0 70.0 704 80.0 80.0 800 80.0 70.0 70.0 704 70.0 80.0 80.0 800 60.0 28 -1/2" 32" 37 42" 50-5/8" 70.0 710 70.0 70.0 80.0 800 80.0 80.0 704 no no no 80.0 60.0 804 80.0 704 70.0 70.0 70.0 80.0 80.0 00.0 80.0 704 70.0 70.0 70.0 80.0 80.0 80.0 80.0 *a 70.0 70.0 70.0 70.0 804 804 80.0 80.0 70.0 70.0 704 700 80.0 80.0 804 80.0 70.0 710 710 - 70.0 80.0 80.0 80.0 80.0 - - - - 80.0 80.0 - - 28-1/2 32" 37" 74 -1/4" 34.4 94.4 94.4 94.4 800 80.0 82.2 82.2 - - - . - 80.0 804 - - - - - - 80.0 80.0 - - 28-1/2" 32 37" 8o" 432 43.2 43.2 43.2 80.0 804 49.3 49.3 - - - - 80.0 80.0 - - - - - - 80.0 80.0 - - 28 -1/2' 32 37.1 37.1 37.1 37.1 80.0 804 424 42.4 - - - - 77.8 77.8 - - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -D2/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 • • . .. •. • • • • • • • • • • .•.• • • • • • ••• • 1/8" HEAT STREW° GLASS • • • • ••. • • • • • Q�G �E • • • • 8]JT/B:DE KM BY 'DUPONT' ••• • • • • • • • • /8 HEAT STREI1'D GLASS • -• • - • • .• / fl . • • tt� • • n z W� 4'� • •• •� ji - . • iii J I .� � 1 L am+ • • •• • • • 11/32" OVERALL CT 192003 (sheet 2 of 6 ) 3/18' HEAT STREW() CLASS GLASS TYPE 'C' 7/10' OVERALL SILICONE COW CORNING 995 090 INTERLAYER SENTRYGIAS PLUS BY 'DUPONT' rn 3/16' HEAT SIREN)) GLASS I/8" HEAT STREN'D GLASS COOOdt� 6N0 995 DOW COMING 995 GLAZING OPTIONS 1/8' HEAT STREN'D CRASS GLASS TYPE 'B' 11/02" OVERALL GLASS TYPE 'D' 11/18° OVERALL .090" WITERLAYER SENTRYGLAS PLUS BY 'DUPONT' I/O' HEAT STREN'D CLASS 1/8 704'. GLASS 1/4" AIR SPACE 1/8 HEAT STREAM GLASS SILICONE DOW CORNING 998 080" INTERLAYER BUTAGITE PV8 BY 'DUPONT' liti''~ ") drawing no. W09 -54 TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • 11 ANCHORS cowry APPROVED I • • • • • • • • • • • • • +I & MULLION 1 j • • • • • • • • • • • • I I SEE orARATE NOA 1 1 • • • ••• • II• • 1 1 • • 6 • • • • 1 • II • it. ••• 1' • • • • • • • ••• • • • • • • • • • • • • • •• • • ••• •• • • - • • • • •• • TYPICAL ANCHORS SEE ELEV. FOR SPACING •• ••• •• • • • •. • • • • • ••• •- • WOOD BUCKS AND METAL. STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ECEN. FOR swarm 1/4" DIA. ULTRACON BY 'ELCO (Fu -177 KSI FyvI55 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8 MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY i14 SMS OR ELF ORILLNG SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURES STEEL : 12 CA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE OISTAIUCE 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 Pc - 3000 PSI MIN. C -90 HOLLOW /FILLED BLOOM AT JAMS f4n . 2000 PSI MIN. § SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD SM -5504 SEALANT. Copt AASHAe'Va1Mt RA. PE .rte CAN. 35= OCT 19 211119 drawing no. W09 -54 (sheet 3 of 6 ) lay W000 RUCK METAL STRUCTIME rancAL SEEELEV� OR SPACING OR RUM L a 8 TYPICAL ANCHORS SEE ELEV. FOR SPACINO SNUBBERS 2 PER JAMB UP TO 31 -I/2° WOW. HTS. 3 PER JAMB UP TO 47 WOW. HTS. 4 PER JAMB UP TO sr WOW. HTS. 4 PER JAMB OVER 83` WOW. HIS. SINGLE VENT WINDOWS Mu48 -DAOE COUNTY APPROVED MULLION SEE SEPARATE NMHI D MULTI POINT LOCK SYS. • • •• • • • • • • • . • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • •.• • ••• •• •• • • • • • Y • • ••• • • • •• • • • • • TYPICAL ANCHORS stay. A. FOR SPACING •• ••• SYSL S. • •• S .• • •• 1 /4' max. 51411 • . t /4' 1JA}L TYPICAL ANCHORS SP SEE FORR ELEV. METAL STRUCTURE LATCH IGEEPER 2 PER JAMB UP TO 3t -1/2' WOW. HTS. 3 PER JAMB UP TO ar WOW. HTS. 4 PER JAMB UP TO 63° WOW. HTS. 8 PER JAMB OVER 83 WOW. NTS, TYPICAL ANCHORS F SPACING I BUCKS z R '42 14 o o r .1 I 110 a� g as Eng.i ARSIWI VAR f3Vq. C A.N. ,a: OCT 19 2009 LVQN -7 Nmlmi (sheet 4of6) g". to y m 1 1 SAY401 1 FRAME HEAD 6063 -16 - 2 517401 1 FRAME SILL 6063 -18 - A. • • • • 3 511401 1 FRAME JAMB-HINGE VIE 6083 -18 - • • • • • • 4 4 91401 1 1 FRAME JAMB -LATCH 507E 6083 -18 - • • • • • 4 5 S1W402 1 ' von TOP RA6. 6083 -78 - • • • •• 4 8 517402 1 VENT BOTTOM RAIL 6083 -T8 - - • • • • . 4 7 91402 1 VENT SIDE RAN. -HINGE 90E 6083 -78 - 8 SBY402 1 MIT SIDE RAIL-LATCH SIDE 8083 -16 - 9 23138 AS REOD. SNUBBER _ ST. STEEL TRUD} HARDWIRE • 10 91112 A5 RECD. OWING BEAD (5/16' GLASS) 6063 -T6 - • • • • • + • 4 j 10.1 91128 AS REOD. ALT. GLAZING BEAD (5/16° GLASS) • 6053 -T6 - • • • • 10A 560117 AS RE00. GLAZING BULB (11/18' 6W91L. MASS) 8063 -T8 • - • • • • • • ••• 4 10B •5127108 AS READ. ELATING BEAD (7/18` GLASS) 6083 -18 - 108.1 - AS REGD. ALL OWING BEAD (7/10' OA55) 0083 -76 - 11 5531 AS 11600. EXT. GLAZING SPACER SAMOPRENE CENTRAL gLASTKiF • • 4 12 9302 AS READ. OUTER COMpRESSCON SEAL - CEN1RM PLASR06 • • • 4 13 APT425 AS READ, INNER COMPRESSON SEAL - SQO.EGEL S�g7F�A • • • • • • 4 4 14 PJ540 -SS 2/ CORNER CORNER LOCK (1 -3/4' X 1 -3/4' x .054' 1HK.) ST. STEEL SULLIVAN &40528014•$ • • • 16 - - - - - .• • - . • 16 35.13 2/ WOW 4 BAR HINGES -HEAVY DUTY ST. STEEL. TRUTH HARDWARE 17 52.13 1/ WOW S4N01E ARM OPERATOR - TRUTH HARDWARE 17.1 32658 1 OPERATOR GASKET .062 - TRUTH HARDWARE 17.2 32833 1 OPERATOR SPACER .238 - TRUTH HARDWARE 17.3 21548 1 OPERATOR SPACER .138 - TRUTH HARDWARE 17.4 21547 1 OPERATOR SPACER .189 - TRUTH HARDWARE 18 30175 1/ OPER. TRACK ST, STEEL TRUTH HARDWARE 19 24.25 2/ VENT LOCK ASSEMBLY (SNGLE POND LOCK SY5.) - TRUTH HARDWARE 19.1 21496 2/ VENT SPACER (92401E P0114T LO2dl STS.) - TRUTH HARDWARE 20 31364 1/ LOCK KEEPER (SNNIE FONT LOCK) 5T. STEEL 1RUTH HARDWARE 19A 24.33 2/ VENT LOCK ASSEMBLY (NUM POINT LOCK 5Y5.) - TRUTH HARDWARE 194.1 21709 2/ VENT SPACER (111X.21 POINT LOCK sus) - TRUTH HARDWARE 1942 21600 1/ LOCK SUFPDRT PLATE (MULTI PENT LOCK 515.) - TRUTH HARDWARE 20A 31301 AS READ. KEEPER (MULTI POND LOOK) - TRUTH HAROLIARE 208.1 24 561166 1 INTERLOCK ROLLER T6 BAR (Td4L11 POINT LOCK) - 1R0TH1 HARDWARE 200.2 22824 AS RE00. T6 BAR LADE (Hd0L71 PONT [004) - TRUTH HARDWARE 200.3 - 2/ GUIDE T6 BAR Bum MOUNTING SCREWS (140.1* POINT LOCK) - 810 x 1 -1/4' FH 5MS 21 - I 5/16' 8024 SCREEN - OPTIONAL 22 - 2/ CORNER FRNmE & von ASST. SCREWS CRS 110 x 1 -1/4' FH 5115 23 - 6/19N12E HINGE HEINTING SCREWS - 110 x 3/4' FH S115 24 - 2 /OPERATOR OPERATOR TRA3R 61TG. 5CREI65 - 110 x 3/4' FH 5115 25 - 2 /KEEPER KEEPER 11019/T0d0 SCREWS - 110 x 3/4' FH SMS 26 - - - - - 27 - 8 /OPERATOR OPERATOR MOUNTING SCREWS - X10 X 2-1/4' FH 5615 28 - 2/LOCK LOCK ASSEMBLT MOUNTING SCREWS - 810-24 X 1/2' FH MS 11PE F 29 - 2/SNUSBER SNUBBER MTG. SOWN - 110 x 3/4' FH 5618 32 5530 AS MD. INTERIOR CLAZ040 SPACER SAMOPRENE CENTRAI. PLA5TN s 1TBM NO. PART NO. QUANTITY DESCRIPTION MATENAL I MANE. /SUPPLIER /REMARKS •. • •• •• •• • • • • •• • • • • • • • • ••• • • • • •• • • • • • • • •• • • • • • • • • ••• • • ••• •• • • • • •• • • • • • • • • ••• •• AtISHAO VICAR Elf, PE 1_35.633 OCT 1 9 2009 1m *.wJ z Ok W09 -5.) droving no. (sheet 5 01 6 ) 8 GLAZING BEAD (11/16" INSUL. GLASS) GLAZING BEADS (7/16" GLASS) Y1:11I::tt i1.l t: 0141 :10Si 5Vi nc1, SO I:!! 3; ;3a VENT CORNER •• • • • r• •• •• • • • • • • • • • •• • • • • • ••• •• EAgn'# ffiD VICAR E ' S CAN / 3SJ8 3 CT 1 9 2009 (sheet 6 of 6 ) • • ••• • . • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• I • • • `• • • •• • • • •• .! • •• • • • • • • • •• • • • • • • • • • 1•• • • • • • • • • • • • ••• • ••• •• ••• • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.2ov/btuadingcode NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows LLC 975 S. Congress Ave., Suite # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M07 -04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision A dated 08/17/09, prepared by Al Farooq Corporation, signed and sealed by Arshad Viqar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. • 1*L EWAL o£ this NOA shall be considered after a renewal application has been filed and there has been no change in4e applicable building code negatively affecting the performance of this product. • l of this NOA will occur after the expiration date or if there has been a revision or change in the matert Lisp, and/or manufacture of the product or process. Misuse of this NOA as an endorsement .of $np prodt,ysales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply wit2.any section of this NOA shall be cause for termination and removal of • ARTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed brthratyiration date may be displayed in advertising literature. If any portion of the NOA is ing¢1$yed, then it ?hall be done in its entirety. INSPECTION Acpy of this entire NOA shall be provided to the user by the manufacturer or its titsMtors and Shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07- 1016.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09-IO2r.11 - Expiration Date: November 21, 2012 Approval Date: February 10, 2010 Page 1 • • SIW Impact Windows LLC A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M07 -04, Sheets 1 through 6 of 6, titled "Aluminum Tube Mullions ", dated 10/01/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 3603.2 (b) along with marked -up drawings and installation diagram of Series 100 Mulled Single Hung Windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI - 07 - 4108, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under 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 04/09/07, signed and sealed by Rafael E. Droz -Seda, P.E. • • • • • • (Submitted under previous NOA#07 -- 1016.06) • • • • • • • U 76: CAIZCJJLATIONS NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • 1. ' : :Anchor verification calculations and structural analysis, complying with FBC -2007, • • • • :. spared by Al- Farooq Corporation, dated 08/13/09, signed and sealed by Arshad • • • • • . Uic ar, P.E. • • • • • Complies with ASTM E1300 -02/04 • • • • • • • •' D.:::: rQUAldWASSURANCE ▪ ' • •.. • •Miami Dade Building Code Compliance Office (BCCO). E -1 el Per Product Control E NOA No. 09 -1 Expiration Date: November 21, 2012 Approval Date: February 10, 2010 •• •• • • • • •••• • • • •� • • • • •••••• • • •••••• • •• SIW Impact Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 13, 2009, signad and sealed by Arshad Vigar, P.E. G. OTHERS 1. Notice of Acceptance No. 07- 1016.06, issued to Security Impact Windows for their Clipped Aluminum Tube Mullions — L.M.I., approved on 11/21/07 and expiring on 11/21/12. • • •••• • • • •• • • •• •. • • • • • •. • •• •• • • • •••• • • • • • • • •••• • •• • • •• • • • E -2 Product Control E er NOA No. 09- 1021.11 Expiration Date: November 21, 2012 Approval Date: February 10, 2010 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH AU. MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH NSLOCIIY HURRICANE ZONE (IAWZ). AU. GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS 1140 WOOD ONLY. MATERIALS OICLUTANG BUT NOT UNITED TO AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. =E 1 STEP 2 STEP.3 STEP 4 STEP 5 INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICUTAR OPENING. USE MIAMI —DARE COUNTY APPROVED GLAZING PRODUCTS MIEETIIG ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 5 THRU 7 AND ANCHOR CHARTS ON SHEET A, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. •• • • • • •• ••• • • •• ••• T rey I III 111 I II I I I II I II fI D �I 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS 5726 AND SPACING EAN ARSNOD H OAR CIVIL H.A. PE 1 38883 CAN. 3838 • .0 ts2 8 • • •• • • • 00 000 0 000 • • • • • • • • • • • • • • • • • • • • • • • • • • I • • • • • • • • • • • • • • ••• • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• S. •• • • ••• • • • GLAZING PRODUCT 4.000 •ewoAe; n114 Kee RMn'W alipireewn Matt Jy / : WV • • 40 • • • 12 N drawing no. M07 -04 (sheet T of 7 4.000 1 X 3 STD. MULUON 6063 -T6 r- 2 .000-1 .128 TIP. 2 X 4 STD. MULLION 6063 -16 13.000 4.500 1 -1/4 X 4 -1/2 CUSTOM MULLION 6063 - 16 2 X 6 NEAW MULLION 6063 -T6 4.000 4.000 .125 _ ry P. 1 X 4 STD. MULLION 6063 -T6 2.000 .250 TIP, 2 X 4 HEAVY MULLION 6063 -T6 0.000 4.000 .375 .125 .375 1 X 4 CUSTOM MULLION 6063 -T6 2.000 2 X 6 STD. MULLION 6063 -T6 w 128 TIP. .128 3.750 1.030 MULUON CLIP (6063 - 16) (ALT. TO ANGLES) CUP LENGTHS MUST IE CUT TO FIT SNUG PITO 281 TUBE MULLIONS 2.500 2.000 x-.128 NOTCH OPTIONAL ANGI F CLIP 6063 -TB •• • • • • • • 40 • • • • • ••• Env AASHAO 1 CML FLA. C ,[ 3313 B • • 1 '� • • . E)fT ;0 it 2e$1: • • • • • • •• • • • : �1 Ii • r 0 nth 1n 0 J 2 3 I k .b, drawing no. M07 -04 (sheet 2 of 7 ) • 40. 40 40 ••. • 00 • • • • • 4040 • • • • • • • • • • • • • • • •• • • 00 • •• • • • • • • • • • • 40 .40 • • • •00 • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • 00 00 • • 000 • • DESIGN LOAD CAPACITY •-• PSF (TUHE MULLIONS) DESIGN LOAD CAPACITY ..- P9P (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE SUMMONS) V \ "IV i 1 I( bus +o - Low \Nomnn J WINDOW DINS' I X S STD. 1 X 4 8711. 1 1 4 CUSTOM 1 -1/4 4 -4/2 CUSTOM 2 X 4 BID. 2X4 HEAVY WINDOW D1M8. 1 5 3 STD. 1 5 4 STD. 124 CUSTOM 1 -1/4 41/8 CUSTOM 2 X 4 STD. 254 HEWN W I N D O W DIMS. l X 3 STD. 1 X 4 STD. 1 1 4 CUSTOM 1 -1/4 4-1/2 CUSTOM 2 X 4 STD. 2 5 HEAVY STD. HEAVY ems -ma (sos) xve oars (sae) - at * e x e c v m a o b 6W SAY al M'Ss8zs 1113111d01911313 1011130263 IONS NOLLVZIOd1IO9 bOO IVd-1v WIDTH (W) NULL SPAN WIDTH (w) MULL SPAN WIDTH (8) NULL SPAN kk 38..3/6" 130.0 130.0 130.0 130.0 130.0 130 84.3 130.0 130.0 1300 130.0 130 & �I - 37.9 59.3 78.9 55.3 9.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130 46.4 99.5 130.0 130.0 130.0 130 _ - - - 42.8 58.9 369 71.7 111 A 130.0 130.0 130.0 130.0 130.0 130.0 130 41.0 87,9 130.0 130.0 128.4 130 37.8 50.3 35.3 62.9 130.0 130.0 130.0 130.0 130.0 130 33.2 71.3 111.8 1300 104.1 130 - - 30.8 409 - 51.0 79/ 1311.0 130.0 130.0 130.0 1 130,0 1� .- 62.8 98.3 137.5 91.7 130 •-• - - 35.9 .. 44.9 70.1 128.7 1300 130A 130.0 130.0 1304 130 - 54.9 88.0 111.5 80.3 130 - - - 31.4 - 39.1 813 112.8 1300 130.0 130.0 130.0 1300 130 - 489 78.4 99.1 71.4 127 - - - - - 34.9 54.8 103.1 123.8 130.0 130.0 130.0 130.0 1300 130.0 130.0 - 44.0 69.8 89.2 64.2 114 -___ - - - - - 33.1 112.5 130.0 1300 130.0 130.0 1304 1300 130.0 - 400 82.5 81.1 58.4 104 130.0 - - - - - - 44.8 81.9 103.2 130.0 130.0 130.0 13120 130 130.0 - 384 87.3 74.4 53.5 954 108.8 1300 - - - - - 40.9 75.1 50 -0/8` 130.0 130.0 130.0 130.0 130.0 1304 1300 130.0 Ei 84. 51.5 110.4 130.0 130.0 130.0 1304 1XL0 130. 132' - - 44.5 59.3 41.8 74.1 118.6 130.0 130.0 130.0 130.0 130.0 130.0 130 130.0 37.2 79.7 124.7 130.0 118.4 1300 1310 130.0 - - 32.1 428 - 53.9 83.4 130.0 1300 130.0 130,0 130.0 130.0 1300 130.0 1304 328 70.4 110.2 130.0 102.8 1304 130.0 130.0 - - - 379 - 47.1 73.7 130.0 115.3 1304 1300 1304 130.5 1300 130.0 1304 - 57.1 89.3 118.8 83.4 1330 130.0 130.0 - - - 30.5 - 38.3 59.8 109.8 101.6 1304 1300 1304 130.0 1300 1300 1300 - 50.3 78.7 104.7 73.5 1304 130.0 130.0 - - - - - 33. 88.9 130,0 130,0 130.0 130.0 130 130.0 - 44.0 881 91.8 84.3 1141 130.0 130.0 - - 46.1 84.8 =- 700 127.2 1300 130.0 130.0 1300 1300 130.0 - 39.1 81.2 81.4 521 101 130.0 - - - - - - ALUMINUM TUBE MUWONS 3 SIW IMPACT WINDOWS LLC:. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 70. (561) 274 -9392 FAX. (561) 274 -9282 71.1 1141 130.0 1304 130.0 130 130.0 ■ 35.2 551 73.3 51.4 91.. ..-0 1304 - - - - - - 84.7 104.1 130.0 130.0 130.0 1300 130.0 130.0 - 3211 50.1 88.8 48.1 83.4 102.3 130.0 59.3 95.4 130.0 1300 130.0 130 130.0 - - 451 81.1 421 76.4 831 133.0 - - s igAb y assR 122.1 130.0 130.0 130.0 1 1300 130.0 130.0 R kd�a'sak 98' 344 740 1151 130.0 108.1 130.0 130.0 130.0 19 -1/8" 28 -1/2" 30' 37' 42" 48' 54' - 34.3 32.0 57.1 88.1 130.0 130.0 130.0 130.0 130 130.0 - 53.4 83.5 111.2 78.0 130.0 130.0 130.0 - - 771 130.0 130.0 130.0 1300 1300 1300 130.0 - 47.2 734 98.2 85.8 1221 130,0 130.0 - - 83.1 119.9 130.0 130.0 130.0 1300 13013 130.0 - 38.2 581 79.6 55.9 99.6 130.0 130.0 - - 4 551 105.8 1700 130A 130.0 130 130.0 - 33.7 527 70.1 492 87.7 123.1 1300 - - 48.8 824 130.0 130.0 130.0 130 1304 - - 48.1 81.4 43,1 781 107.7 130.0 - - - - - 43.2 822 128.8 130.0 1300 1304 130.0 130. - - 41.0 54.6 38.3 012 65.8 1304 - - - - - 39.9 731 118.7 130.0 108.0 130.- . -0_0 130.0 - 38.8 49.1 34.4 81.4 88.2 130.0 ARCHES TO SE QNSC•BED rorcme RECTANGULAR 34APE 35..4 67.2 105.1 124.3 98.2 130.0 130.0 130.0 - - 33.5 44.8 31.3 551 78.4 1304 32.4 81.8 98.4 114.0 90.0 130.0 130.0 130.0 -, - 30.7 409 - 51.2 711 130.0 19 -1/8' II 28 -1/2' 71 -1/4' 74.8 1300 130,0 130.0 130.0 1300 130.0 130.0 19 -1/8' 28 -1/2' 108' 91.8 81J 108.2 75.9 130.0 130.0 130.0 -HORIZONTAL 939 115.4 130.0 130.0 130.0 130 130,0 = 37.5 58.7 78.1 541 97.7 130.0 130.0 47.5 101.9 130.0 130.0 1300 130 130.0 - 33.1 51.8 684 48.4 88.3 130.0 130.0 01.918. PRODUCT VERNON. WON ZINC T NolminN NVdS - � - ' IR.A PRODUCT UCT �; 161 30.5 831 129.3 130,0 120.7 130 130.0 .- - 42.0 55.9 392 70.0 109.1 130.0 33.9 721 1131 130.0 108.4 130 130,0 - •- 370 49.3 341 01.8 98.1 130.0 _... mi CODE UM 03160 . . 4L7E1ZT3 _ _- :Su0!si 1111 11 1111 .. 63.7 99.7 123.1 93.1 130 130.0 .- - 32.4 43.1 30.2 531 84.1 130.0 GLAZING PRODUCT MUUIGN V - 98.8 88.6 109.4 82,7 130. 130.0 - - - 38.3 - 47.9 74.7 130.0 CIAZ PROD SPAN - 51.0 79.7 98.9 74.4 1304 130.0 - - - 34.5 - 43.1 87.3 1231 - 46.3 72.5 89.5 87.7 120.7 13017 130.0 - - - 32.3 - 40.4 81.2 112.3 - 42.5 884 82.1 824 110.8 120.1 130.0 - - - - - - 58.1 103.0 ALL LOADS ARE EXT.( +) /TNT.( -). WI 182 TYPICAL MULLION ARRANGEMENTS E.�000IU ligaL M RATED IN THESE CHARTS MAY BE ORIENTED WI W2 DTti + 1.0-•10-01 wool ry .l . _ul s)] I It flt (W) VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) •• ••• :. A1154a 4*0031 CM. ALA A . 3538 83 • • • • • :c PRODUCT NEV 686B4apbi98#9 Ow Obrifio ('Ado !y. • A.PAP:4 • • 2 ' . ' / . //` ` • drawing no. M07 -04 MULLIONS • • . • • 0 1 ?tai: • • • • • • O( ehO01 7 • • 41• • ••• •• ••• • • • • • • • • •• • • • • • • • • • • •• • • •• • • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •S • ••• • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE 820124 (w) MULL SPAN A B C D 19-1/8' 114.7 130.0 130.0 130.0 26 -1/2' 82.8 130.0 100.3 130.0 Sr 73.1 118.2 88.6 130.0 37" 59.3 95.8 71.9 130.0 42 52.2 84.4 63.3 128.6 48" 0 • 45.7 73.8 55.4 110.8 54" 40.6 65.8 49.2 985 60 38.8 59.1 44.3 88.6 88' 33.2 53.7 40.3 80.6 72" 30.5 49.2 38.9 73.8 m m 108.5 130.0 129.1 130.0 48.9 76.9 124.2 93.2 130.0 43.2 699 67.9 109.7 82.3 130.0 56.6 42.5 55.0 89.0 68.7 130.0 37.4 749 48.5 78.4 58.8 117.8 a 42.4 68.6 51.4 102.9 21.8 37.7 81.0 45.7 91.4 - 31.7 33.9 54.9 41.1 82.3 29.1 21.8 30.9 49.9 37.4 74.8 100.4 75.3 283 49.7 34.3 68.6 725 54.3 93.2 130.0 112.9 130.0 64.0 872 108.7 815 130.0 32.1 59.4 98.0 72.0 130.0 48.2 77.8 58.4 116.8 48" 42.4 88.8 51.4 102.9 60.0 37.2 60.0 45.0 90.0 28.7 33.0 53.3 40.0 809 29.7 48.0 36.0 72.0 27.0 43.8 32.7 653 24.8 40.0 30.0 80.0 19 -1/8' 82.8 1339 100.4 130.0 26 -1/2" 59.8 98.6 723 130.0 30" 52.8 65.3 84.0 126.0 37 42.8 69.2 51.9 1039 42' 37.7 61.0 45.7 91.4 48' 108' 33.0 53.3 40.0 80.0 54' 29.3 47.4 35.6 71.1 80" 26.4 42.7 32.0 84.0 86" 24.0 38.8 29.1 58.2 72" 22.0 35.6 28.7 53.3 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MUU. SPAN A B C D 19-1/8' 74.5 120.5 90.4 130.0 26 -1/2' 53.8 869 85.2 130.0 Sr 47.5 78.8 57.6 115.2 37" 38.5 62.3 48.7 93.4 42 33.9 54.9 41.1 82.3 48" 120' 29.7 48.0 38.0 72.0 54" 26.4 42.7 32.0 64.0 60 23.8 38.4 28.8 57.8 88' 21.6 34.9 28.2 52.4 72" - 32.0 24.0 48.0 m m 67.8 109.5 82.1 130.0 48.9 79.0 59.3 11118 43.2 699 52.4 104.7 35.0 56.6 42.5 84.9 132' 30.9 49.9 37.4 749 27.0 43.8 32.7 65.5 24.0 38.8 29.1 58.2 21.8 34.9 28.2 52.4 - 31.7 25.8 47.6 - 29.1 21.8 43.8 19 -1/6" 62.1 100.4 75.3 130.0 26-1/2" 44.8 725 54.3 108.7 30" 39.6 64.0 48.0 96.0 37' 144 32.1 51.9 38.9 77.8 42" 28.3 45.7 34.3 88.6 48" 24.8 40.0 30.0 60.0 54' 22.0 35.6 28.7 53.3 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH (W) 19 -1/8' 26 -1/2' 30` 37' 42" 48" 54" 86' 72" 19 -1/8" 28 -1/2" 30" 37" 42' 48 54° 60" 66" 72' 18 -1 /B" 26-1/r 30" 37" 42" 48" 54" 60" 68" 72" 19 -1/8" 28 -1/2 30" 37" 42' 48" 54" 60" 68" 72" MULL SPAN 38 -3/8" 60 -9/6' 83" 74 -1/4" ANCHORS TYPE A 130.0 130.0 230.0 120.5 108.1 92.9 82.6 74.3 57.5 81.9 130.0 127.8 112.8 91.3 805 70.4 82.6 58.3 51.2 48.9 130.0 102.5 805 73.4 64.7 58.6 50.3 45.3 41.2 37.7 120.5 88.9 76.8 62.3 54.9 48.0 42.7 38.4 34.9 32.0 B 130.0 130.0 130.0 130.0 130.0 130.0 130.0 120.1 109.2 100.1 130.0 130.0 130.0 130.0 130.0 113.8 101.1 91.0 82.7 75.9 130.0 130.0 130.0 118.6 1045 91.4 81.3 73.1 68.5 81.0 130.0 130.0 124.1 , 100.8 88.7 77.6 69.0 62.1 58.4 51.7 C 130.0 130.0 130.0 130.0 128.7 112.6 100.1 80.1 81.9 75.0 130.0 130.0 130.0 1107 97.5 85.3 75.9 68.3 62.1 58.9 130.0 124.2 108.7 89.0 78.4 88.8 62.0 54.9 49.9 45.7 130.0 105.4 93.1 75.5 665 58.2 51.7 46.5 42.3 38.8 D 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 124.1 113.8 130.0 130.0 130.0 130.0 130.0 130.0 121.9 109.7 99.7 91.4 230.0 130.0 130.0 130.0 130.0 216.4 103.4 93.1 64.8 77.8 ALL LOADS ARE EXT.( +) /INT.( -). .41QM 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 ANCHORS TYPE A.8.COR D GLAZOIC PRODUCT VERTICAL MU1.1o/ GLAZING PRODUCE ARO EN 0 W1 W2 WIDTH (W) Q w1 2 ; W2 TYPICAL MULLION ARRANGF,MENTS •• ••• • • • • • • Eagr: ARS60 HOAR av 11 P CAN 3878 : 0c •• • • • • • • • • • ••. • • • • • • • • • .• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • .•• • . • .. .. • • • • • • • • • .. .. • • • ••. • • PRODUCT REVISED 4•semPNyinsi with the Plea* Cod, � - Date . ►: i• ii .' 12 Z 0 2 a) 03 F 2 4/x00 4 in 3 i drawing no. M07 -04 (sheet 4 of 7 ) 1/4• DA. ULTRACONS BY 'ELCO' ULTRACONS NAY BE HEX OR FIAT HEAD SUBSTRATE Ed.. TIN. EDGE GIST. MIN. EMBEDMENT WOOD 1 1-3/8 BLOCK 2 -I/2" 1_1/4° CONCRETE 2 -1/2 1 -1/2 1/4' GA. ULTRACONS Ed. 2 PER CUP (1 ON EACH WING) 1/4' DA. ULTRACONS 2 PER CLIP (1 ON EACH WINO) 1 BY WOOD BUCK 1/4' DA. ULTRACONS 2 PER CUP (1 ON EACH WING) FLOATING CLIP ANCHORS TYPE 'A' ALTERNATE ANCHOR LOCATION ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI - RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. •• ••• • • • • • •• • • •• ••• • ••• •• • • • • • • • •• • • • • • • • • •• • • • • • Ems: ARM ROAR / FLA. CAN. 3938 • • • • • • • • • • • • •• • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • •• •• ••• NOTE: ANCHORS MAY BE INSTALLED INSIDE OR OUTSIDE OF TUBE MULLIONS TYP. ALL CONDITIONS • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• ••• • • PSii3DUCT REVISED mamas/slog *Skits Oluld Ma rsard* . -. & - I • Dmk : ►nI.l Sy • ••• • • • •• • S z O 2 Id' drawing no. M07 -04 (sheet 5 of 7 ) 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed . MIN. EDGE MI. MIN. EMBEDMENT WOOD 1 " 1 -3/8 BOCK 2 -1/2 1 -1 CONCRETE 2 -1/2" 1 -1/2" WOOD BAR oR WOOD STRUCTURE 1/4" DIA. ULTRACONS 4 PER CLIP (1 ON EACH WING) WOOD BUCK 1/4' DIA. ULTRACONS 4 PER CLIP (1 ON EACH WING) ANCHORS TYPE 'B' FLOATING CUP #14 SMS 1 -5/9' C.C. YIN. 2 PER ANGLE FLOATING CLIP 814 SYS 2 O.C. MIN. 2 PER ANGLE 1/4" D14. ULTRACONS 2 PER ANGLE 1/4' DIA. ULTRACONS 2 PER ANGLE 2X2X 1/8' ALUM AN 2 X 2 X 1 8' ALUM AME AU. CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WRITE METHACRYLATE LACQUER. 1 /4" OIA. ULTRACONS Ed. 2 PER CLIP (1 ON EACH WING) Ed •• ••• • • • • • • • R •, • ANCHORS [irk E t • •• •• FLOATING CUP #14 SUS 2" O.C. NIN. 2 PER ANGLE 1/4' QUL ULTRACONS 2 PER CLIP (1 ON EACH WING) ErIgn ASSHM YW A C AL FL / PE 3t883 CAN. =38 e tCf COOT • • • • •• • • • • • • • • • •• 1/4' D1A. ULTRACONS I PER ANGLE 2 X 2 ALUM m drawing no. M07 -04 (sheet 8 of 7 • ••• • • • • • • • • • • • •• • • •• ••• • • •• • • • t • •• • • • • • • • • • • • • • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed.. RUN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1 -3/B" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2-1/2" 1 -1/2' 2 ' PEER�a1� Ed Ed, LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. ■ 1 /4 DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) mei "al i ANCHORS TYPE 'D' /14 SUS Y O.C. MIN. 2 PER ANGLE S 1 FLOATING CUP I/4° DIA. ULTRACONS 2 PER ANGLE 2525I/8" ALUM ANGLE TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAUL( IQINT AFTER ASSEMBLY ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE UULUONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER /14 F.H. 2/ SIDE + /er THICK ALUM CHANNEL LENGTH TORT SNUG INTO MULLION ACCESS HOLE WA' NM THIS SCREW CAN BE 9 FH WAS I INSTALLED IN OTHER I '2 DIRECTION .; 4 . I I PER CLIP V 1 O.C. MIN. .• ••• • • • • • •• • • •• ••• # 14 S.N.S. 2/ CHANNEL TUBE MULLION TUBE MULLION I -3/4" 5 2" S 1 /B" (FOR 2BY TUBE 3/4 K 2 5 I/B" FOR (MY TUBE) ALUM ANGLE CUT TO FIT SNUG ASIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION 14 FH SMS PER CUP FOR CHARTS A. B OR C 3 PER CUP FOR CHART D 1 -1/2" D.C. MIN. FPADUCTREVISED COMPIONIS wfkN64 ihvidr Osten ea* PPyJr,r, i 14_ 03 8w g x � Env *AVM) NQiR WA. PE 9 38883 C.A.N. 3538 • • IVI • • • • �° • • • • • • • • •• • • • • •.. •• ••• • ••• • • • •. • • • • • • • • • • • • • • • • • • • • •• • • •• • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • •• ••• • •• •• 4,9 A A a I drawing M07 -04 (sheet 7 of 7