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WS-10-1916CHANGE ON 3 DOORS Passed /a f Inspector Comments /r (, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP - 154007 Permit Number: WS-1 0-10-1916 Inspection Date: December 07, 2010 Inspector. Bruhn, Norman Owner: PELOBELLO, FE Job Address: 320 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: J&G CARPENTRY INC Building Department Comments December 08, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060135980 Phone: (561)333 -5042 Page 1 of 1 lilkt `p BUILDING PERMIT APPLICATION FBC 20 Tenant/Lessee Name Email Job Address (where the work is being done) Submittal Fee $ Permit Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PRONE NUMBER: (305) 762.4949 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) Ell/ 2 Pe in .t e-1 /o Phone # 7 8 ' 1 2-5 - /) / e? Owner's Address ;2. o /&/ 6 ? .5 City 1,, D e 6tate 1 Zip 3 3) 3 $ 320 N City Miami Shores Villa a County Miami -Dade FOLIO / PARCEL # 1 /. 32.0 la . 0/ 3 8O Is Building Historically Designated YES NO Value of Work For this Permit $ 2 5 Type of Work: ❑Addition ❑Alteration ❑New Describe Work: Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Master Permit No. Phone # Zip Architect/Engineer's Name (if applicable) /0 ) Phone # Total Fee Now Due $ 33/3 `� OCT 9'610 permit NoNs —ial (19 Flood Zone Contractor's Company Name 7)—' a c. Phone # 87 /- ,33 , br/ 2 Contractor's Address / 3c/ / '7l- dv City State Zip W2 Qualifier Name J4 p D 5 Phone # / 33 3 (7/2 State Certificate or kegistration No. e..6 Co 2.2 83 1 Contact Phone q 5 3 D / /o (o S E -mail pQYrn /1731 k- G �d • . Certificate of Competency No. Square / Linear Footage Of Work: DA- Repair/Replace ❑ Demolition s �' - CCF $ CO /CC $ Technology Fee $ Bond $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) ' Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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 COM1V IENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature - Signature 0 a er or Agent Contractor The foregoing instrument was ackno , : d before me this 22 The foregoing instrument was acknowledged before me this 2 6 Y of day /er . 1 , 20 1v by '90a t day of `_.r . ! ® b aa4124s' z) pa411� who is personally known to me or who has produced who is person kno ' o me or who has produced As identification and who did take an oath. NOTARY PUBLIC: - cn • r` 11'411• . Sign: nnt: 07`NtYP STATE OF FLORID �.v f'.,, • MAW Jesse Dunwoody i,1 '' ' • 1' Pa fro :Comm #DD765531 ° l Dp8$ Ex pires: MAY 06, 2012 aorm " "` %, 0, eu Tn MAR, 10, 2013 BONDED MEW ATLANTIC BONDING CO., INC. ATLANTI CBomxivaCO BJ 3 r 3 asYde***3edr* 9 nY3t3edede*3eaF9ezY3edt4r9e3e*dt:@ 9c4e9c4c9e*nY3e9r9rdr9c9e9e: F& dc9e4e4e9ede*3t9c**4eaY9e9e*a *** **Acatr9r9ede******* k9c9e***** ***** *tY3e*9r*4e9e4r3e9e***** My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) da d Engineer NOTARY PUBLIC: as identification and who did take an oath. Plans Examiner Zoning Clerk checked • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION WS' VD • /D •/ 9 /(o PERMIT NO. STATE OF FLORIDA COUNTY OF MIAMI -DADE: TAX FOLIO NO. . / - 3ZOb• 6&3 -- 5 — q 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. Space above reserved for use of recording office 1. Legal description of property and street/address: F 4.2 Gt/yt w 5110 ✓+°—,S 5'P �) A - - P� /15 -. 6 I �- 2. Description of improvement MIIIIIM=1111MMEW - 3. Owner(s) name and address: t/OL % ee /16 I � Interest in property: 3 _D /(/f `T .S'E rn.Pt / 3 3 4-38 Name and address of fee simple titleholder. 4. Contractor's name, ad • ress and phone nu 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by. Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(6), 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 BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COM ENCEMENT. . • Ai Signature(s) of .Qr��^ s) or Own Prepared By Print Name El qA Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The for ing ryr yva� B o U Individually, or ❑ as U Personally known, or U produced the following type of identification: Signature of No tary Public: Print N ..Signature(s) of • r(s) .B 123.0142 PAGE 3 11/07 L-Oi3 Z t cer/Director/P: er/Manager Pre ared By Name l & /AA/ 79 C. , Title/Office c.,Pei F C. 3 3y owleiilged before me this z day of 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. for ner(s)'s Authorized Officer/Director/Partner/Manager :who signed above: SWE 04, BY I H - Y 7r %. ,w , a KARVE L 1111111 111111111i 11111 11111111111111111111111 CFN 2010RO73572B OR Bk 27472 Ps 06101 Lips) RECORDED 10f29/2010 09:45;11 HARVEY RUVII'I, CLERK, OF COURT I1IAMI -DADE COUNTY, FLORIDA LAST PAGE NOTARY '0 { C -STATE OFFLORIDA .' Commission Aon # Dunwoody Commii� �� ,', '.�.• DD 7655 3 1 i` Expires: MAY 05, 24112 soaks =MI MU= ISONDING l a L.C. A CORD. CERTIFICATE OF LIABIL INSURANCE I DATEINIMITINYY1 04/281/2010 IN T PRODUCER (561) 338 -3030 Stirling insurance Services =L1p. 1700 North Dixie Hwy Suite 109 Boca Raton FL 33432 THIS CERTIFICATE 19 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 POLICIESEBELOW. INSURERS AFFORDING COVERAGE _ _ NAM # INSURED JAG Carpentry, Inc. 13461 79th Court North West Palm leach FL 33412- INSURER A. t4itionwids Mutual, Ins Co 23779 INSUR S. CENERAL INCLINER C; 77 PR 759812 - 9001 INSURER D: - 05/02/2011 / / / / / / INSURER E I 1,000,000 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN I99Ue0 TO THE INSURED NAMED ABOVE RECIJIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT wTH I%ESPEOT THE INSURANCE AFFORDED BY THE souciRS DE$CR1DED I1ER IN i s SUB.IEOT TO ALL THE ACIORMEATE LIMITS S HOWN MAY NAVE BEEN REDUCED BY FAIR CLAIMS. FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES- IN T Amt TYPE OF_ WSURANCE POLICY NUMBER L�A�G vil�eGpTi DATE(MM/DD ) PDAT N , LIMITS A CENERAL LIABILITY COMMERCIAL G ENERRL LIASILUTY 77 PR 759812 - 9001 05/02/2010 / / / / / / 05/02/2011 / / / / / / CAW-�ff1l111�tI�N�CC�UG6RRENCE I 1,000,000 X PREMISE9IE noel $ 50 , 000 mAIM6 MAC ODOUR MED EXP (My er ision) 4 5 , 000 P E R O L I V I M A J A Y • 1,000,000 OENEW4. AGGREGATE 1 2,000,000 AGGREGATE A PER: — X1 PRODUCTS - EDMP/OP ADS; 1 2,000,000 �GEHL POUCY n J 1 1400 A AuToM1o8LEUABUUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HMO AUTOS NON•DYKNED AUTOS WEED 77 -7691112-2002 / / / / / / 05/02/2010 / / / / / / 05/02/2011 6a aeoW� SINGLE LIMIT 1 500, 000 --, BODILY INJURY Mee pere'~i) 1 T, _ BODILY INJURY (Pet aee{d. iI) $ X pmvsmw lamma E {ParaooMsng 1 GARAGE LIABILITY ANY AUTO / / / / AUTO ONLY - EA ACCIDENT _ OrHERTWW Fa ACC I AUTO ONLY: K30 • EROssemeleRALLA LIABILITY / / / / / / / / UGH OICCURRI=NCR 6 OcCUR maims MADE AGOREGATE 1 OE3UCTIBLI3 RETENTION 1 1 1 1 WORKERS COMPENSATION AND EDIPLOYERS LIABILITY ANY WROPAIETORIPARTNGRIEXECUTIYE OFFICER/HEWER EXCLUDED? It yes, &soles under SPHCIAL PROVISIONSWow / / / / / / / / yy� T� + 1 T'anai 1 Nit EL EACH ACCIDENT 1 EL, DISEASE . EA EMPLOYEE t EiL DISEASE . POLICY LIMIT 6 OTHER / / / / / / / / / / / / DESCRIPTION OF OPERATIONSILOCATWNENAHICLESRIXCLUSIONSADDED IT E NDDRIIEMEMTR IP!CIAL PROVtSIONI Nov 16 2010 11;OSRM PERMISSION COVERAGES CERTIFICATE HOLDER (305) 795 -2204 (305) 755•8972 Building Department Miami Shores Village 10050 NE 2nd Avenue Miami Shores ADORE) 25 12001103) IN502510•00.c GANOBLLATION ELECTRONIC LASER FORMS, INC. • (800)397.0545 561- 793 -2213 I* • 2 GHOULS) ANY OP THE ABOVE DESCRIBED POLICII$ 11 CANCELED BEFORE THE 6XPIRATIDN DATE THEREOF, THE IEEUINO INSURER WILL ENDEAVOR To MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE NOL02A NAMED TO THE LEFT, EUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABIUTY OF ANY KIND UPON THE INSURER, ITS AGENTS OR RPPRESENTATIVEB. , AUTNOR IZEDREPRESE IN:STALLER MERCHANDISE AND SERVICE SUMMARY We reserve the tight to limit the quantittes ot merchandise sold to customers REF # 102 STOCK MERCHANDISE TO BE DELIVERED: Ailikiikkfic N 0 k 1 -"$14.72 ' \:P S $44.16 ' - =1 . :W - I1,2_ n - ;51..tiTY7,- :-.. ;: 0 Ai .; ::;: . 7 .:.::- -- C-ic717: ..,'—_-.:"± - 1-:7::_tt• :1 :. _ :: 7 = R08 928-919 3.00 PC 1X6-8 SELECT PINE RADIATA R09 565-447 21.00 LF CASING WM366 PFJ 11116X2-1/4 '.ri $0.75 $15.75' R17 155-400 3.00 EA 1X6-8 PT APPEAR WEATHERSHIELD $4.81 $14.43' [ RI 8 168-335 3.00 EA 2X6-8 PT #2 PRIME-WEATHERSHIELD N $4.81 $14.43' R19 830-345 24.00 CASING WPRB3 PFJ 1-1/6X3-112 - Cuff N $2.60 $62.40* R20 252-677 24.00 LF BRICK WM180 PFJ 1-1/4X2 6) N 81.54 $38.96 ' R23 155-400 : 3.00_ I X6-8 PT APPEAR WEATHERSHIELD $4.81 $14.43' _ 6/0 - MDSE TO BE DELIVERED: REF 161 %..- , - ESTIMATED ARRIVAL DATE: 11/1612010 P.O. #22549273 A Witk.- 1§Itit::4 _litiitr= likC 7 :T. - F.-Et ' Tik* - =- ... 71WCY-fikaH;. , :::: EXTENSION - % ,. 4 -,-;:i'::4-:7: S1503 446-904 1.00 EA SERIES 1800/ SINGLE 000 ' ic• .. 81-1/2">4JAMB>CODE(C)»GRAY TINT»COL>SINGLE DO • x ;1 4 14111 , N , $799.02 $799.02* S/0 - MDSE TO BE DELIVERED: o REF # S33 ESTIMATED ARRIVAL DATE: 10/28/2010 P.O. #22549274 —: ..:11:TAiC :;11141 0 1- 0 _J Kim PELOBELLO ELVA A6:iteS8 320 NE 98TH ST. co MIAMI SHORES &a% R SPECIAL SERVICES CUSTOMER INVOICE Store 6322 N MIAMMISCAYNE Phone: (305) 981-2959 12055 BISCAYNE BLVD Salesperson: EXS3742 MIAMI, FL 33181 Reviewer: JXJ263 Check your current order status online at www.homedepotoomtorderstatus 33138 Wcik Pime (305) 759-0619 caw.' NtAte Jcbc'escw" RTS cwal MIAMI-DADE Page 1 of 11 No. 6322-162286 * Indicates item markdown Copy tbrha (786) 263-1718 Page 1 of 11 No. 6322-162286 2010-10-1913:31 REPRINT 0 ■-• INSTALLER DELIVERY #1 - _ - _ . _ -- :(._ _ _u - ''' - _ - - -: - REF /1102 S3301 639 -016 1.00 EA / 0 38 1/2' X 81 1/4' - D, R.O. / (1/1)<› ! BI! BOIQAPRODUCTCATEGORY= ENTRYDOORS,QAMANUFACTURER JELD- WENW1NDOWSDOORS- 000 RSYSTEMS,QALOCATtON= CORALSPR I NGS(0Q),QALOCATI ON PHONEN U MBER =1. 800243. 2251, QAPROOUCTSTYLE =ENTRYDOORS,QAPRODUCT =STEE f nan' dnns.r.n..n• e.n.. .man...., at.. /D %...a. - �,�utia1 1cmwi�ra uruj1nn'= uwnuiiiiaruwn�u+ N $302.00 $302.00 S3302 639-016 t•00 EA B(QAP ODUCTOOON DURATIO N= SINGLEDOORUNtT ,QAHANDINGANDSWING = RIGHTOUT- SWING (C),QACUSTOM DIMENSION =NO,QADOORW IDTH= 36',QAN ETU NITWI DT H= 371F2',QAROUGHOPENI NOM DTH= 381 12',QADOORHEIGHT= 80',QANETUNIT HEIGHT-_80314' QAROUGHOPENINGHEIGHT =8111 N $0.00 $0D0 S3303 639 -016 1.00 EA / (CONTINUED) / (CONTINUED) 4', OAQUALIFYFORSTIMULUSTAXCREDITOPTION =YES,QADOORSYSTEM INS E RT(S) =NON E, QADOORFINISHTYPE= NONE,QAOVERHANGFLYE R =NO,QA000R SYSTEMLAYOUT =2 PANELDOOR, OADOORBORE= DOUBLEBORE ,QABOREBACKSET =2318',QAHING EFINISH =PRIM EDWH ITE,QAJAMBW1 DTH= 7114', N $0.00 $0.00 S3304 639 -016 1.00 EA / (CONTINUED) (CONTINUED) QAJAMBSPECIE= FINGER- JINTEOPRIMED,QAWEATHER- STRI PTYPE= COMPRESSIONBRONZE,QABRICKMOI DSPECI E4sIONE,GASI LLTY P E =FIXED,QASI LLW IDTH /16',QASI L LF tN ISH= ALUMINUM ,QAR FOR DE R =NO, QASKU=639016WIOSTEELEXTERIORDOORS- 7DAY CHECKSUM= 35847!EQ!2PST N $0.00 $�.00 S3305 639 -016 1.00 EA / (CONTINUED) / (CONTINUED) EEL3680:381/2' X 81 114' - D, R.O.IBMIG =D601070,GEN_ID= D,GEN_PRODCAT =6,GEN CONFIG=01,G EN_PROD1JNE= 07,GEN GLAZING= 0, UNTY= 004,UNTS=9,UNTF =8,ACTB=2,PAC K =0,D1: HNDG= R, D1 :ACT6=2,D1:THKN= 7,D1:LKBL=W,D1 WIDH= 0300,D1:WPRF= 14,131:HG N $0.00 $0.00 S3306 639-016 1.00 EA 1(CONTINUED)1(CONTINUED) HT= 0607,D1:HPRF =00,0 PTY= 2, D1: INTT2 =00,D1:SWEP= 0,01:ASTR=00, DI: FNS H-- 00,D1: PTYP= 00 ,01 :INOI= 0,D1 :IN H1= 0000,D1:MCH I= 00,D1:HDW1= 00,D1:BOR E =1,D1:LKPS= 000, D1: LKBS= 24 ,D1:LAPL =00,Ot:D18S 2 4,D1:D1LP= 2,D1:D2LK =00.D1: N $000 $0.00 S3307 639 -016 1.00 EA / (CONTINUED) / (CONTINUED) D2BS=00,D1: D2LP =0,D 1: HGHG =3P, D 1:H G SZ= 40,D1:HGRA= 5S,D1: HGTY =N P,D1: HHGF N= PR,DI:HGDP= 1 0634, D1 :HGP2=3600,D1:HGP3= 6514,01:JAW 0=7 1 /4,01:JATY= K2,01:JSPE =PR,D1: JACR= D,O1:JART=0,DI :JAWS=Z.01:JASI =DA.D 1:JATE=00 D1:JATI =00 Fl :UNIT N - $0.00 $0.00 53308 639 -016 1.00 EA I(CONTINUED) /(CONTINUED) Y= 004, F1 :UNTS=9,FI:UNTF= 8.F1:ACTB =2,F1 THKN =7, F1:HDW1=00,F1:HGHG =3 P,F1:HGSZ=40,F1: HGRA= 5S,FI:HGTY=NP,F1:HG FN= PR,F 1:HGDP= 10,F1:HGP1= 0634, F1: HGP2 =3600,F1:HGP3 =6514,F1:HNOG =R, F1:JAWD =7 1I4,F1: JATY= K2. F1:JSPE= PR. F1:JACR =D,F1:JART N $0.00 $0.00 _ I- : &WITAt�luL1 oN i1ExlrFAilt!' - SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: PELOBELLO Page 2 of 11 No. 6322- 162286 Page 2 of 11 N o. 6322- 162286 Customer Copy N O 0 0 w = INSTALLER DELIVERY #1 _,- - - ` S . --:. -- - - - - j - _ -- - _ REF #102 S3309 639 -016 1.00 EA 1 (CONTINUED)/ (CONTINUED) F1:JAWS=Z,F1: JAS! =QA,F1: JATE= 00,F1:JATI NO,PANEL PC_2P,S TOR ENUM8ER= 6322, STORESTATE =l, BYO =1, M KT= 2.ENTITYU ST= EX- DQ -CW- MY- ,ENTITYFOUN D =NO,M© SENT =OO, ENTITY= ,VERSION=2.17.1,DATECREATED =S Crascu1V,rrit I CCL. Q01.11 17w11 N $0.00 $0.00 S3310 639-016 1.00 EA y (CONTINUED)/ 2 C O (CONTINUED) D == LOCATIOIMPLANT ONTACT NUMBER : TEXT= !EICIIECIUEI! 1 BASE I JAMB N $0.00 $0.00 S3311 639-016 1.00 EA NA /JAMBI`ATT TO ( #1}`71/4' FINGER-JOINTED PRIMED JAMB: _ N $0.00_ $0.00 VENDOR - SPECIAL INSTRUCTIONS: 2.17.1: MERCHANDISE TOTAL: $1,303.58 DELIVERY INFORMATION: (DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MOSE TO: SITE OF INSTALLATION 1102 AT TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL SID MERCHANDISE DATE. - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL INST/ L -°- DE C1VEF_Y T —�- = =_ - - =4 = #2i __ = REF 9 114 STOCK MERCHANDISE T O BE DELIVERED: - Zit ...9. _ R F _ 2a __ •.- . -`�S.- - �. •'mi -= :�v ----- (�TY� SKU_..- - -- -- - v .UM. mall -�— - :- � =- � "_ ` - ��- � - - - -- ., = -� CH => - __ - - _ - - - __ - - - - -_ - -11-A114-2'ORIbrE-A. ..,a: -z - � _ �.- ==;1�., r ....: _: -_ _:. -.__._ • -_ - zOESCRfPTIOtV� �.,- a_s,:. =_ -. - �.. �a . = -EX2ENSION° R06 155 - 395 4.00, EA 1X4-8 PT APPEAR WI= ATHERSHIELD N $2.87 11116/2910 P.O. $11.48' #22549273 S/O - MDSE TO BE DELIVERED: REF It S15 ESTIMATED ARRIVAL DATE: R EP 1T ' _ _ = == SKU_:__ = —_ • —QlY. _ - :UM- _ = = -: -_ _ _= = = _ _ - - - - = _ -- _ _ _ — - _ - - DESCRIPTION = -= -: � = =_ = _ =_ == = TAX _ :}.'R( EAGH.- -I — : - EXTEI 101 S1502 :- 446 -904 2.00 EA ._ . _ - --= - SERIES 1800 /SIDELITEI34 .112'X79.1/2' >4'JAMB »GRAY TENT »COL>SIDELITE - N $618.49 - $1,236.98` S1504 -_._ _ ._.. 446 -904 ._ ._ 1.00 EA SERIES TINT 1800 /DOUBLE DOORS 172 'X79- 1I2'>4'JAMB >CODE(H)»GRAY »COL >DOUBLEDOORS N $1,265.99 $1,265.99` $2,514.45 MERCHANDISE TOTAL: SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: PELOBELLO Page 3 of 11 No. 6322- 162286 * Indicates item markdown Customer Copy Page 3 0111 No 6322- 162286 0 N 0 0 N 0 0 t= - _- .3 _ -_ - REF 9 102 ESTIMATED INSTALL BEGIN DATE 10119/2010 ESTIMATED INSTALL END DATE: 10/25/2010 MERCHANDISETO BE INSTALLED: ' REE if=- == SKU -= r `QT -E = - I.1M" _= =- == -= - - L. - - -:--7 DESCRIPTI©N:z - ____- = : :,- _ p - - _ _ - - - -- R08 925.919 3.00 PC 1X6-8 SELECT PINE RADIATA R09 565 -447 21.00 LF CASING WM366 PFJ 11/16X2.1(4 R17 155 -400 3.00 EA 1X6 -8 PT APPEAR WEATHERSHIELD R18 168 -335 3.00 EA 2X6 -8 PT 92 PRIME- WEATHERSHIELD R19 830 -345 24.00 FT CASING WPRB3 PFJ 1- 1/6X3.112 R20 252 -677 24.00 IF BRICK WM180 PFJ 1 -114X2 R23 155-400 3.00 EA 1X6-8 PT APPEAR WEATHERSHIELD S1503 446-904 1.00 EA SINGLE DOOR S3301 639 -016 1.00 EA Q 38112' X.81 1/4' - D. R.O. S3302 639-016 1.00 EA (CONTINUED) S3303 639 -016 1.00 EA (CONTINUED) 83304 639 -016 1.00 EA JCONTINUED) 83305 639 -016 1.00 EA (CONTINUED S3306 639 -016 1.00 EA CONTINUED) S3307 639 -016 1.00 EA (O0 4TlNUl 0) S3308 [ 639 -016 1.001 EA (CONTINUED) _ ° _:-._ lE0._ N PAGE_ _ SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: PELOBELLO REF #1114 DELIVERY INFORMATION: DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION 8114 AT TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL S/O MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE Page 4 of 11 No. 6322- 162286 Customer Copy Page 4 of 11 No. 6322 - 162286 N 0 r 0 w 0 O 01 SPECIAL. SERVICES CUSTOMER INVOICE - Continued __= INSTALLATION #1. - S3309 S3310 S3311 639 -016 639 -016 639 -016 REF 4102 1.00 1.00 1.00 EA (CONTINUED) EA EA (CONTINUED) JAMB BASIC INSTALLATION LABOR: 140 -762 I/PREHUNG DOOR UP TO 36 X 80 OPTIONAL LABOR SELECTED INCLUDES: ...INSTALL ADDITIONAL NEW PRE HUNG DOOR UNIT UP TO 36'X80'- SAME TIME (REPLACEMENT ONLY)! ...STUCCO IN EXCESS OF MINOR CHIPS AND CRACKS- SINGLE DOORS UP TO 42`X80'1 ...UPCHARGE FOR IMPACT OR INSULATED GLASS -UP TO 35'WIDE X 80'H IGHI 1.00 1.00 1.00 EA EA 6262.00 N I_ 6145.00 N I 690.00_ OPTION` 32 39 58 CUSTOM LABOR SELECTED INCLUDES: DSCRILTION -: -UM = TA lirock7fAck - EXTENSION EA N 6262.00 $145.00 $90.00 MASTER BEDROOM FRAME ASSEMBLY 2 BOX MASTER BEDROOM OPENING iNSTA1:tAT101C SITE=I+IAINE: PELOBELLO, ELVA ADDRESS: 320 NE 98TH ST. CITY: MIAMI SHORES STATE: FL ZIP: 33138 COUNTY: MIAMI -DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N PHONE: (786) 253-1718 ALTERNATE PHONE: (305) 967 -8807 BASIC INSTALLATION LABOR INCLUDES: ...DEUVERY BY INSTAL.LER OF ALL JOB- RELATED MATERIALS WITHIN 30 MILES OF STORE ...REMOVE ANO HAUL AWAY EXISTING DOOR UNIT ...INSTALL NEW SLAB OR PRE -HUNG EXTERIOR DOOR UNIT ...INSTALLER TO PROVIDE NECESSARY FASTENERS.SHtMS.&CAULtuma ... INSTALL LOCKSET, DEADBOLT, PEEP HOLE, MAIL SLOTS, DOOR �Tl!- 1.00 1.00 EA EA TAX N N _ PRIGS EACH $75.00 $125.00 INSTALL LABOR CHARGE: TRIP CHARGE: CREDIT FOR DEPOSIT/MEASURE: EXZENVSI5N $75.00 6125.00 $994.00 60.00 ($50.00) INSTALL TOTAL DUE: 6 ...ADJUST DOOR TO ENSURE PROPER OPERATION ...INSTALL NEW INTERIOR CASING ANO EXTERIOR TRW BRICKMOLD (CUSTOMER PROVIDES IF NOT PROVIDED BY MANUFACTURER WM-I DOOR UNIT). ...INCLUDE NON - COLORED STUCCO PATCH TO REPAIR MINOR CHIPS AND CRACKS RESULTING FROM REMOVAL OF DOOR (FOR LARGER •" C�ONTIIdUED OM NEXT, PAGE!•_' - Page 5 of 11 No. 6322- 162286 Last Name: PELOBELLO .I)ESURIPTION: =_ Customer Copy Page 5 of 11 No. 6322 - 162286 TAX . PRICE EAC E H - XTENSION 1.00/ EAl N I $297.001 -- $297.00 b 0 0 N SPECIAL SERVICESIUSTOMER INVOICE - Continued Last Name: PELOBELLO - INSTAL:ATION- #1 REF 1102 KNOCKER, KICK PLATEN/ID/OR HANDLESET (CUSTOMER PROVIDES) NOTE: SOME HARDWAI CANNOT BE INSTALLED ON SPECIFIC DOORS OR STEEL DOOR UNITE ...DRILL HOLE IN JAMS F( ALARM WIRING IN SAME LOCATION AS men A TYf,A A,-r, l VVVT, VsJ,• , TLT "OWL ...INSTALL 000RS OVER' IN HEIGHT OR 144' IN WIDTH ...INSTALL FIXED ARCHEMANSOM UTE IN EXISTING OPENING REPAIR CARPENTRY TEXISI1NG OPENING (LIMITATIONS APPLY SEE SPECIAL NOTES) ...FERRY OR TOLL CHAR' ...STRUCTURAL WORK ..PLANTING OR STAINING "'HOW THE PROCESS (PURCHASING AN INSTALLATION WORKS: 1. SELECT NEEDEO MERCANDJSE WITH A HOME DEPOT ASSOCIATE. 2 BASED ON YOUR ESTI LTE OF THE DOORS DIMENSIONS, WE WILL ESTIMATE THE TOTAL CST OF YOUR INSTALLATION. IF ACCEPTABLE, YOU WIL°AY A FEE FOR AN INSTALLER TO CONDUCTA SITE INSPITJON PRIOR TO PROCESSING YOUR ORDER. 3. THE INSTALLER WILL HEDULE THE JOBSITE INSPECTION TO VERIFY THE WORK ANIATERIAL REQUIRED. AFTER THE INSPECTION, WE WI LL 10ATE YOUR QUOTE NOTE: THIS AMOUNT CAN CHANGE DUE TO EOM OONDfl1ONS WITH YOUR INSTALLATION. 4. WE WILL ORDER YOUFATERULL (IF IT IS SPECIAL ORDER) AFTER YOU PAY THE (LANCE OF THE PRICE FOR MATERIAL AND INSTALLATION. WE WIL3IVE YOU AN ESTIMATED LEAD-TIME THAT MAY CHANGE SAO ON THE AVAI LASIUTY OF THE PRODUCT. 5. ONCE THE MERCHANCE IS AVAILABLE FOR I NSTAUATION, THE Page 6 of 11 No. ;322- 162286 UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: SPECIAL NOTES: Customer Copy Page 6 of 11 No. 6322 - 162286 STUCCO REPAIR, SEE OPTION PRICE LIST} ...JOBSITE CLEAN -UP AND INSPECTION OF FINISHED JOB W1TH CUSTOMER _PLASTER, DRYWALL OR SIDING WORK -RE-INSTALL EXISTING CASING OR SRICKMOLD ..AISCONNECTAND RECONNECT SECURITY SYSTEMS1WIRING ...INSTALL MORTISE LOGICS-WOOD DOORS ONLY (CUSTOMER PROVIDES) OTHER PARTS OF THE HOME IS A NATURAL OCCURENCE AND IS THE RESPONSIBILITY OF THE CUSTOMER. "'AFTER YOUR INSTALLATION: ...YOU WILL HAVE TO IMMEDIATELY PAINT OR STAIN ALL DOORS ANO TRIM SURFACES TO MANUFACTURERS SPECIFICATIONS ON UNFINISHED OR PRIMED MATERIAL. ...UNFINISHED WOOD OR OTHER DOOR MATERIAL CAN SPLIT, WARP, OR DETERIORATE IF NOT PROPERLY FINISHED. FAILURE TO DO THIS CAN VOID THE PRODUCT WARRANTY AND WE CANNOT GUARANTEE THE INSTALLATION. REFER TO PRODUCT MANUAL FOR SPECIFIC WARRANTY AND MAINTENANCE INFORMATION. "'OTHER INSTALLATION EXPECTATIONS: _CANCEWNG APPOINTMENTS WITH INSTALLERS OR MISSING SCHEDULED APPOINTMENTS WILL LEAD TO ADDITIONAL CHARGES. _IF UNFORESEEN LABOR IS NEEDED (E.G.. REPAIR DAMAGE FROM WATER OR TERMITES, ELECTRICAL OR PWMBING PROBLEMS). ��- •N:CONTi UFb oIffigX(.iika tT'- 0 07 w -IN:TALLATION *1 ' -- -__ __0 il9rweoj _ _ . REF #102 INSTALLER W.. CONTACT YOU WITHIN TWO WORK DAYS AND SET T!= WILL BE EXTRA CHARGES. IN SOME CASES, THILBOR A DATE FOR T= INSTALLATION. MAT BE AVAILABLE FROM HOME DEPOT AND THE (TOMER "'BEFORE YOUINSTALLATION: MHIRE THEIR OWN CONTRACTOR TO COMPLETE WORK. .-IF YOU HAVE ALARM SYSTEM, YOU MUST HAVE IT .. T? =STAL LER WILL PROVIDE THE MANUFACTURER'S (DUCT DISCONNECT' BEFORE THE INSTALLATION BEGINS. ALSO IT Jr. AI aNn? erveow vracnTC'Tue__JST ne'P..PL ,F. fLEFEFI WILL NOT BE CCONNECTED AS PART OF THIS INSTALLATION TC S FOR WARRANTY REQUIREMENTS AND MAINTEICE ...ELECTRICITY JST BE ACCESSIBLE TO THE WORK AREA. RLIMENOATIONS. "'DURING YOU NSTALLATION: "'SbCES NOT AVAILABLE WITH THIS INSTALLATION PCRAM: ...AN ADULT OV:18 YEARS OF AGE WITH THE AUTHORITY TO MAKE ...EL RICAL WORK DECISIONS ABUT YOUR INSTALLATION MUST BE PRESENT DURING ...Pi NG OR STAINING OF DOORS AND TRIM MOLDING: THEJOBSITE SPECTION AND INSTALLATION ...WI ON SUNOAYS OR HOLIDAYS ...CHILDREN ANPETS MUST BE KEPT AWAY FROM THE WORK ARE ...MAUL EXISTING INTERIOR OR EXTERIOR FINISH 1k7I NGS ...IT MAY BE NO( DURING THE INSTALLATION OF YOUR DOORS. ...STTU RAL WORK - REPAIR, INCREASE OPENING SIZEC. ...THE INSTALLEWILL BROOM CLEAN THE IMMEDIATE WORK AREA BEFORE COMIETI NG THE INSTALLATION. AIRBORNE DUSTIN I IN L A`CI OI - = - '=- _ ^_ :-e _to _ REF # 114 ESTIMATED INSTALL BEGIN DATE: 10/19/2010 ESTIMATED INSTALL END DATE111812010 MERCIIANDIE TO B E INSTALLED: — —_ —___ c -- ___ >.0 "" • ' -•. ate;; _' - -`_ __ - - -- - = r? �v _— __ _ r_Y_•_ . =—r.- _ —_ _ - = +• � _ - _- _ DEPTION= r :, tz- - -- ` -__�- = _= 1- = SCRI R06 ;5 -395 4.00. EA 1X4 -8 PT APPEAR WEATHERSHIELD S1502 16 -904 2.00 EA SIDELITE S1504 16 -904 , 1.00 EA DOUBLE DOORS BASIC INSULATION LABOR: art _ _ �i�CI� -- - _- �- = =aTY � lii+�L.. = T° AX •_PR � - � (TI =FIs�N - ' - __ - -- - -W .. - = - -: iP. i� - _- = - -- - _ = _T Oi�ip - - -: •= _ .. = - _ -- - -- . _ L NAT/SLIDING 235 -045 PA O DOORS - PATIO DR UP TO 72 X 80 0000 EA N $. O0! $0.00 SPECIAL SEFICES CUSTOMER INVOICE - Continued Last Name: PELOBELLO Page 7 of 11 No. 6Z2- 162286 Page 7 of 11 Flo. 6322 - 162286 Customer Copy 0 cn w _,_ _ _ INSTALLATION_ #2 - - - "- - -:`.- _ _ «,hied)- _ -- - . -- REF 0114 OPTIONAL LABOR SELECTED INCLUDES: "r;}}P • -- . 1 '> a _ - - _ _ __- _ - . - - - , -; .... Q TY _-- - - �.___- � - - � - _= � = ___ � " _ _ ": y_; : - pESCRLPTION ` - -- - - - - _ UM _- fAx ._ PRICE E —X - E(iNSION 14 ...INSTALL NEW HINGED PATIO DORS UNIT OVER 72' UP TO 144' X 80' (REPLACEMENT ONLY)/ 1.00 EA N NI $575.00 31 STUCCO WORK IN EXCESS O!'7i1VOR CHIPS AND CRACKS - DOUBLE DOORS WI i H SIDELITES SIDELITES UP TO 144' X 80'1 1.UU EA N $200.00 $200.00 45 ...UPCHARGE FOR IMPACT OR II:ULATED GLASS -OVER 72' UP TO 144' WIDE X 80' HIGH/ 1.00 EA N X $235.00 48 ...ADDITIONAL CHARGE TO ASSPIBLE TRACO FRAMES/ ' 1.00 EA N K $75.00 INSTA[LATIONSTTENAME:i PELOBELLO, _VA INSTALL LABOR CF $1,085.00 ADDRESS: 320 NE 96TH ST. TRIP CI.: $0.00 CITY: MIAMI SHORES SITE: FL ZIP: 33138 COUNTY: MIAMI -DADE SALES TAX RTE: 7.000 TAX: Merchandiss - N LABOR - N PHONE: (786) 253 -1718 ALTERNATE PHONE: (305) 967 -8807 CREDIT FOR DEPOSIT/MEE: $000 $1,049.73 INSTALL TOTA ; BASIC INSTALLATION LABOR INCLUDES: ...OEUVERY BY INSTALLER OF ALL JOB - RELATED IMPERIALS WITHIN ..ADJUST DOOR TO ENSURE PROPER OPERATION 30 MILES OF STORE ...INSTALL NEW INTERIOR CASING AND EXTERIOR TRIPV OL. -.REMOVE AND HAUL AWAY EXISTING PATIO DOOR I IT (CUSTOMER PROVIDES IF NOT PROVIDED BY MANUFAR•N1I ...INSTALL NEW PATIO DOOR UNIT (REPLACEMENT O_YIRESIDENTI4L DOOR UNIT) ...INSTALLER TO PROVIDE NECESSARY FASTENERS, - IMS. MO ...INCLUDE NON- COLORED STUCCO PATCH TO REPAIR MHZ CAULKING CRACKS RESULTING FROM REMOVAL OF DOOR. (FOR R 3UCO ...INSTALL HARDWARE INCLUDING LOCKSET (CUSTCER PROVIDES OR REPAIR, SEE OPTION PRICE UST). WITH PATIO DOOR) ...JOBStTE CLEANUP AND INSPECTION OF FINISHED JOT ...DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME 'CATION AS CUSTOMER DOOR IS BEING REPLACED UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: _INSTALL DOORS OVER 96' IN HEIGKTOR 144' IN WrHi ...PLASTER. DRYWALL OR SIDING WORK ...L'ISTALL EIXCD ARCHED TRANSOM L TTE IN EXi9TiNOPENING ...RE-INSTALL ONS tiiNG CASING OR BR1Ct MOLD REPAIR CARPENTRY TO EXISTING OPENING (UMITJONS APPLY SEE SPECIAL ...01SCONNECTAND RECONNECT SECURITY SYSTEMSN NOTES) SPECIAL SERVICES CUSTOMER INVOICE- Continued Last Name: PELOBELLO Page 8 of 11 No. 6322- 162286 Customer Copy Page 8 of 11 No. e-16!286 0 01 SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: PELOBEL1O INSTALLATION #2_ REF 1/114 ...FERRY OR TOLL. CHARGE ...ANDERSEN SPECIAL ORDER PRODUCTS ...STRUCTURAL WORK ...PAINTING OR STAINING "`HOW THE PROCESS OF PURCHASING AN INSTALLATION WORKS: 1. SELECT NEEDEO MERCHANDISE WITH A HOME DEPOT ASSOCIATE. 2. BASED ON YOUR ESTIMATE OF THE DOOR'S DIMENSIONS, WE WILL ESTIMATE THE TOTAL COSTOF YOUR INSTALLATION. IF ACCEPTABLE, YOU WILL PAY A FEE FOR AN INSTALLER TO CONDUCT A SITE INSPECTION PRIOR TO PROCESSING YOUR ORDER. 3. THE INSTALLER WILL SCHEDULE THE JOBSTTE INSPECTION TO VERIFY THE WORK AND MATERIAL REQUIRED AFTER THE INSPECTION, WE WILL. UPDATE YOUR QUOTE NOTE THIS AMOUNT CAN CHANGE DUE TO SPECIFIC CONDITIONS WITH YOUR INSTALLATION. 4. WE WILL ORDER YOUR MATERIAL (IF IT IS SPECIAL ORDER) AFTER YOU PAY THE BALANCE OF THE PRICE FOR MATERIAL AND INSTALLATION. WE WILL GIVE YOU AN ESTIMATED LEADTIME THAT MAY CHANGE BASED ON THE AVAILABILITY OF THE PRODUCT. 5. ONCE THE MERCHANDISE IS AVAILABLE FOR INSTALLATION, THE INSTALLER WILL OONTACT YOU WITHIN TWO WORKDAYS ANO SET A GATE FOR THE INSTALLATION. "'BEFORE YOUR INSTALLATION: ...IF YOU HAVE AN ALARM SYSTEM, YOU MUST HAVE IT DISCONNECTED BEFORE 711E INSTALLATION BEGINS. ALSO. IT WILL NOT BE RECONNECTED AS PART OF THIS INSTALLATION. ...ELECTRICITY MUST BE ACCESSIBLE TO THE WORK AREA. "'CURING YOUR INSTALLATION: ...AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE SPECIAL NOTES: OTHER PARTS OF THE HOME IS A NATURAL OCDURENCE AND IS THE RESPONSIBILITY OF THE CUSTOMER. "'AFTER YOUR INSTALLATION: _YOU WILLHAVETO IMMEDIATELY PAINT OR STAIN ALL 000R AND TRIM SURFACES TO MANUFACTURERS SPECIFICATIONS ON UNFINISHED OR PRIMED MATERIAL ...UNFINISHED WOOD OR OTHER DOOR MATERIAL CAN SPLIT, WARP. OR DETERIORATE IF NOT PROPERLY FINISHED. FAILURE TO DO THIS CAN VOID THE PRODUCT WARRANTY AND WE CANNOT GUARANTEE THE INSTALLATION. REFER TOTHE PRODUCT MANUAL FOR SPECIFIC WARRANTY ANO MAINTENANCE INFORMATION. '"OTHER INSTALLATION EXPECTATIONS .CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING SCHEDULED APPOINTMENTS WILL LEAD TO ADDmONAL CHARGES ._IF UNFORESEEN LABOR IS NEEDED (E.G., REPAIR DAMAGE FROM WATER OR TERMITES, ELECTRICAL OR PLUMBING PROBLEMS), THERE WILL. BE EXTRA CHARGES. IN SOME CASES, THIS LABOR MAY NOT BE AVAILABLE FROM HOME DEPOT AND THE CUSTOMER MUST HIRE THEIR OWN CONTRACTOR TO COMPLETE THE WORK. THE INSTALLER WILL PROVIDE THE MANUFACTURER'S PRODUCT MANUAL AND WARRANTY CARO TO THE CUSTOMER. PLEASE REFER TO THIS FOR WARRANTY REQUIREMENTS AND MAINTENANCE RECOMMENDATIONS. "'SERVICES NOT AVAILABLE WITH THIS INSTALLATION PROGRAM: ...ELECTRICAL WORK L "'_Cr�NTINUEO'ON NE]Ci;PAGE' Page 9 of 11 No. 6322 - 162286 Customer Copy Page 9 of 11 No. 6322-162286 ...INSTALL MORTISE LOCKS - WOOD DOORS ONLY (CUSTOMER PROVIDES) INSTALL ALUMINUM CLADDING ON DOOR JAMB, WHITE, BROWN OR GRAY (INSTALLER PROVIDES) 0 cn -- ; INSTAL.L -- ATI0N. #2- _ _ : ''''-1:(5.4.2; _ _ _ -__ _ -- ---• REF OI14 DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING .- PAINTING OR STAINING OF DOORS AND TRIM MOLDINGS THE JOBSITE INSPECTION AND INSTALLATION. ...WORK ON SUNDAYS 011 HOLIDAYS - ...CHILDR EN AND PETS MUST BE KEPT AWAY FROM THE WORK AREA ...REINSTALL EXISTING INTERIOR OR EXTERIOR FINISH MOLDINGS ...IT MAY BE NOISY DURING THE INSTALLATION OF YOUR DOORS. - ...STRUCTURAL WORK - REPAIR, INCREASE OPENING SIZE, ETC. - -THE INSTALLER WALL BROC1i A Al FAN "IMF IAWHIFMATF WORK AREA BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUST IN ? EilD.OF INSTALL' Ij2 ll= =- - - - INS NSTALLATIOI�f 3 '=: -_ = - -_-- ---• -- :- .:7:7-..:.: . : r" - = = _ _= REF 127 ESTIMATED INSTALL BEGIN DATE: 1012512010 ESTIMATED INSTALL END DATE: 1/11412010 BASIC INSTALLATION LABOR: -`Q `... � _ - VW '=--= TX A PRIGE,EA( ( i. EXTENSION - - ':$KU _�= _ - = ems°=- -= -- -- - -_ _ - - =z=_ _ -- - =- ° ° - = _ _ .- = = - r : •--� - a- •: -:z- -_ - -° � .;.i .:gip; __ 0>= S CRIP7'IOEV - =. - -- - 114-442 BUILDING MATERIALS PERMIT FEE - NAT! 0.00 EA N $0.01 $0.00 OPTIONAL LABOR SELECTED INCLUDES: :- =d_ =:- _ - _ .1 - - - Z-0,--_-;:j4'.:-.:5::::- -- - -= -`� = t : =_ -=-_ =;._ q. UTICA TION. = a.= - -,. = =- �: t . �•_ � ��°:= �- a= "--- •tQ��C81PTlON_�= ��:�_r_: - --- � - - - -: - . = - . t� ::. EL TAX - foam- 'PBiGE EACH_ Sib N- 5 (PERMIT FEE - QUANTITY X $1.001 485.00 EA N $1.00 $485.00 1 S3TENAME: PPELOBELLO. ELVA • - INSTALL LABOR CHARGE: 5485.00 ADDRESS: 320 NE 96TH ST. TRIP CHARGE: $000 MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSITIMEASURE: $0.00 ,CITY: COUNTY: MIAMI -DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N INSTALL TOTAL DUE: $469.24 PHONE: (786) 253 -1718 ALTERNATE PHONE: (305) 967 -8807 BASIC INSTALLATION LABOR INCLUDES: ALL FEES ASSOCIATED WITH OBTAINING THE PERMIT (LE., JOB SITE OR INSTALLER. IF DELIVERED TO INSTALLER, THE MUNICIPALITY FEES, ENGINEERING, WIND LOAD CALCULATIONS, INSTALLER WILL ARRIVE AT THE JOB SITE ON OAY OF I NSTA1. ATION RECt0RDINZ, POSTAGE Air , ALMNI$i RATIVE). AND LEAVE WWl f CUSTOMER. DELIVERING COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY. . . i.A OCINTINIIED_ON N1iNfr►AG _'__ SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: PELOBELLO Page 10 of 11 No. 6322- 162286 Customer Copy Page 10 of 11 No. 6322-162286 0 - 3 N O N O 0 - _ -- iNSTALIATION_ #3= _:: - -- _ -_- -=- -.. - -- - - - -- - - REF #127 PICKING UP FROM THAT MUNICIPALITY AND DELIVERING TO EITHER SPECIAL NOTES: CUSTOMER IS RESPONSIBLE FOR THE PAYMENTOFTHE PERMIT. ONCE THE PERMIT IS PAID FOR, WORXON THE PERMIT ASSEMBLY BEGINS IIMMARMATFI Y f: 6Y`a1 1 imi- a Lurrusu nn Yru ine tan, ■ nr_ ....b .VV�tV •�� YL REFUNDED IN FULL. NO REFUNDS WILL BE ISSUED ON PERMIT FEES AFTER 72 FLOURS OF PAYMENT. TOTAL CHARGES OF ALL MERCHANDISE & SERVICES ORDER TOTAL SALES TAX $6 250.29 $0.00 TOTAL $6,250.29 BALANCE DUE S0.00 - = - -- .. -- .: >�EIVD OF ORDER No: 6322162286'y ` - _= - __ . -_ _ - . __ - ; , - ` : _= =� - - SPECIAL SERVICES CUSTOMER INVOICE - Continued 2 — Page 11 of 11 No. 6322- 162286 Last Name: PELOBELLO Customer Copy Page 11 of 11 No. 6322- 162286 0 N 0 0 REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO -DADE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. DOOR FRAMES #1 & #2 TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. DOOR FRAME #3 TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURERS PRODUCT APPROVAL DOCUMENTS. •• ••• • • • • • •• SEE WIND LOAD CHA13T t JNFXj FtgE COR SPECIFIC OPENING PRESSURES DESIGN PRESS.J$E3 QF;PFjOQUTNCET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEI •• ••• •• • . . • It • • •J • • • • • • I • • Ia I . • • • • • • •• [CI CE 32" X 80" • ••• • • T ' SET , • • • FCC, IAA • 3 IN REPLACE DOORS IN 3 OPENINGS ONLY. NEW DOORS TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. 3 36" X 80" m - ITO DOOR REPLACEMENT PLAN OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 32 80 17.78 4 45.2 -49.2 09- 0316.05 65.0 -65.0 LSMI 2 141 80 78.33 4 41.6 -45.5 09- 0316.05 65.0 -65.0 LSMI 3 36 80 20.00 4 44.4 -48.3 08- 1015.05 66.7 -70.0 LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO -DADE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. DOOR FRAMES #1 & #2 TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. DOOR FRAME #3 TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURERS PRODUCT APPROVAL DOCUMENTS. •• ••• • • • • • •• SEE WIND LOAD CHA13T t JNFXj FtgE COR SPECIFIC OPENING PRESSURES DESIGN PRESS.J$E3 QF;PFjOQUTNCET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEI •• ••• •• • . . • It • • •J • • • • • • I • • Ia I . • • • • • • •• [CI CE 32" X 80" • ••• • • T ' SET , • • • FCC, IAA • 3 IN REPLACE DOORS IN 3 OPENINGS ONLY. NEW DOORS TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. 3 36" X 80" m - ITO DOOR REPLACEMENT PLAN Mean • DESiGN PRESSURES PSF) - Zone 4 • • 10 • • 15 • • Trlbullry 9reat§Q Ft) 40 45 50 25 •30 •35 ` ewe IP • •16 • • •50.4 +46.5 -51.1 •-47.1 +452 +45434 R '' 446.0 -47.6 • +43.71 -48.3 +44.3 47.1 +46.1 .E •46.7 • 646.6 •42.7 -46.2 +42.3 - 45.9 +41.9 -45.5 +41.6 • 47.3 •43.3 - 46.8 +42.9 46.5 +42.5 +422 •1d1�•• • 52A +48.3 Ail, •• +47.0 • 50. • t +46.1 -49.5 • +45.4 i • • +44.8 6 48.4 +4 4.3 48.0 +43.9 -47.7 +43.8 -47.3 +432 20ft ••53.5 449.4 - 2 +4841 y '� +47& 5 +46.4 •S •46, • +45.3 -49.1 +44.9 -48.7 +44.5 -48.4 +44.2 • • • • ft 6 -54.6 � 50.4 53.3 +49.0 52.4 +48.1 -51.6 • 1.6 +47.4 51.E • +46.8 50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 • • • • 02• ft •55.6 +51.3 -5 +49cB• •-S9 i 446.0 -52.8 • +482 • tei.e +47.6 • • -51.5 • +47.1 -51.0 +46.7 - 50.6 +46.3 -50.3 +45.9 • •424 • 56.6 522 -55.2 +604i• -54.i 4461 -53.5 • +49.1 53.9 + +48.4 52.3 + -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 561 +51.8 - 551 +50.6 -54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +48.2 -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 +54,5 -57.7 +53.1 - 56.7 +52.0 -55.9 +51.3 -55.2 +50.6 - 54.7 +50.1 -54.2 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft - 59.9 +552 -58.4 +53.7 -57.4 +52.7 -58.6 +51.9 -55.9 +51.3 - 55.4 +50.7 -54.9 +50.2 -54.5 +49.8 -64.1 +49.4 36 ft -60.6 +55.9 -59.1 +54.4 -58.1 +53,3 -57.3 +52.5 -56.6 +51.9 58.1 +51.3 55.8 +50,8 - 55.1 +50,4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 - 57.9 +53.1 -57.3 +52.5 58.7 +51.9 - 582 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 - 57.3 +52.5 -56.8 +52.0 56.4 +51.5 -56.0 +51.1 42 ft -62.6 +57.7 -61.1 +562 50.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 - -- +52.1 -56.6 +51,7 44 ft -832 +58.3 -61.7 +56.7 -60.6 +55,7 -59.7 +54.8 - 59.1 +54.1 8.5 -58.5 +53.5 - 58.0 +53.0 -57.5 -5 +52.8 -57.1 +522 48 ft -63.8 +58.8 -62.3 +57.3 -61.2 +582 -80.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +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 8 +53.1 50 ft -84.9 +59.9 -63.4 +58.3 -62.2 +572 51.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 ' -58.7 +53.6 52 ft 55.5 +60.4 5 3.9 +58.8 -62.8 +57.6 -61.9 +56.8 -61.2 -610.6 +56.1 5 +55.4 -60.0 +54,9 -59.6 +54.5 -59.2 9 +54.0 54 ft -68.0 +60.8 - 64.4 +59.2 -63.3 +58.1 -62,4 +57.2 -61.7 +56.5 51.0 +55.9 -60.5 +55,4 -60.1 +54.9 -59.6 +54.5 56 ft -66.5 +61.3 -64.9 +59.7 - 83.7 +58.5 -62.9 +57.7 -62.1 +56.9 -61.5 +56.3 51.0 +55.8 -60.5 +55.3 -60.1 +54.9 60 ft -67.5 +62.2 -65.8 +60.6 -64.7 +59.4 -63.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 - 61.4 +58.1 -61.0 +55.7 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Su Ft) 40 45 50 25 30 35 0 -15 ft -62.2 +46.5 - 59.8 -58.0 +45.2 +44,4 -58.7 +43.7 - 55.6 +43.1 - 54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 16 ft -63.1 +47.1 -60.6 -58.8 +45.9 +45.0 -57.5 7.5 +44.3 -56.3 +43.7 -55.4 +43.3 - 54.6 +42.9 - 53.9 +42.5 -53 -53.2 +422 18 ft -64.6 +48,3 52.1 - 80.3 +47.0 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 5.9 +43,9 - 554.5 -55.2 +43,6 5 +43.2 20 ft -66.1 +49.4 -63.5 -61.6 +48.1 +47.1 -60.2 +48.4 - 59.0 +45.8 -58.1 +45.3 -57.2 +44.9 58.4 +44.5 -55.8 +442 22 ft - 67.4 +50.4 -64.8 52.9 +49.0 +48.1 -61.4 +47.4 -602 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 - 66.0 -64.1 +49.9 +49.0 -62.6 +482 -61.4 +47.6 -60.3 +47.1 -59.4 +46,7 -58.7 +46.3 -58.0 +45.9 26 ft 59.8 +522 57.1 -65.1 +50.8 +49.8 -63.6 +49.1 -62.4 +48.4 -61.4 +47.9 -60.4 +47.6 -59.6 +47.1 -58.9 +46,7 28 ft - 70.9 +53.0 -882 -66.2 +51.8 +50,6 - 64.6 +49.8 - 63.4 +492 -62.3 +48.7 - 61.4 < +48.2' -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -692 57.1 +52.3 +51.3 -65.6 +50,6 54.3 +49,9 -632 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48,1 32 ft -73.0 +54.5 -70.1 -68.1 +53.1 +52.0 - 68.5 +51.3 -652 +50.6 -64.1 +50.1 -63.1 +49.6 -62.3 +49.2 -61.6 +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 -84.0 +50,2 -- 83.1 +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 54.7 +50,8 53.9 +50,4 -63.1 +50.0 38 ft -75.7 +58.5 -72.7 - 70.6 +55,0 +54,0 -68.9 +53.1 57.6 +52.5 -66.5 +51.9 - 65.5 +51.4 -64.6 +51.0 -83.8 +50,6 40 ft -76.5 +57.1 -73.5 -71.3 +55,6 +54.5 -69.7 +53.7 -68.3 +53.0 -67.2 +52.5 562 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -742 -72.1 +582 +55,1 -70.4 +54.3 -69.0 +53,6 -67.9 +53.0 -66.9 +52.5 -66.0 +52,1 -652 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +58.7 +55.7 -71.1 +54.8 -69.7 +54,1 -68.5 +53.5 -87.5 +53.0 -68.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 -73.5 +57.3 +562 -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 59.8 +54.5 -68.8 +54,0 -67.9 +53.8 -67.1 +53,1 50 ft -802 +59.9 -77.0 -74.8 +58.3 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 59.4 +54.5 -88.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 -75.4 +58.8 +57.6 -73,8 +56.8 -72.2 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -68.2 -68 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +59.2 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 -76.8 +59.7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54,9 ft -83.3 +622 -80.0 -77.7 +60,6 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72,1 +56,6 -71.1 +58.1 -70.3 +55,7 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg • • 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C 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. 1 ELEVATION 1 WALL ZONE FIGURES MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 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 FLATTERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -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. PEAK ROOF HEIGHT MEAN ROOF HEIGHT C I 0 m z rn 3 REMARKS WIT ISSUE REVISE FOR 07 FBC CHKD FLB MINN CL DATE 04/19/06 TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WROTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING 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 '0 A cn tri W 41. EP 2 0 in/ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) AWP, LLC, 8130 N.W. 74" Ave., Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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. 1 DESCRIPTION: Series 1800 Outswing Aluminum French Door w /Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. W01 - 64, titled "Series 1800 Aluminum French Door w /Sidelites (L.M.I..) ", sheets 1 through 15 of 15, prepared by Al Farooq Corp., dated 09/17/01 with revision E dated 02/03/09, 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 LIMITATIONS: Glass Type "C' has been rescinded from this NOA 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 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. INSURE €ONt 4 tip/ of ttis'entire NOA shall be provided to the user by the manufacturer or its distgbutoa and th,111)e a'Zaitable for inspection at the job site at the request of the Building Official. Thi,111Q4ket s'add $upease"des NOA # 06- 1229.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted doconentatign nas reviewed by Fitz A. Harris, P.E. .. • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• ••• • • Y • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • •• •• •.• • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov/buildinacode NOA No. 09- 0316.05 Expiration Date: January 3, 2012 i Page 1 AWP, LLC A. DRAWINGS 1. Manufacturer's die drawings and secti 2. Drawing No W01 -64, titled "Series 1 through 15 of 15 prepared by Al -Faro dated 2/03/09, signed and sealed by B. TESTS 1. Test reports on 1) Air Infiltration Tes 2) Uniform Static Air 3) Water Resistance T 4) Large Missile Impa 5) Cyclic Wind Pr 6) Forced Entry Test, along with marked -up drawings and Door, prepared by Fenestration Tes dated 7/12/01, signed and sealed by L (Submitted under previous NOA #03 2. Test reports on: 1) Large Missile Imp 2) Cyclic Wind Pres Along with marked -up drawings an Door w/3 -point lock, prepared by Fe No. FTL -3389, dated 6 /25/02, sign (Submitted under previous NOA Te 3. Test reports on 1) Air Infiltration Tes 2) Uniform Static Air 3) Water Resistance T 4) Large Missile Impa 5) Cyclic Wind Press 6) Forced Entry Test, along with marked -up drawings and instal prepared by Fenestration Testing La 9/17/2008, signed and sealed by Carl • ..• • • • Y • • • • • • • •• • • •• • •• • • • • NOTICE OF ACCEPTANCE: ••• • ••• • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 00 • • • •• •• 000 • • • ••• • • C. CALCULATIONS 1. Anchor verification calculations and s prepared bi Al- Farooq Corporation, d • •; ; Gota�li$S3ritb•ASTM E1300 -02/04 •• ••• •• • • • •• E -1 EVIDENCE SUBMITTED ns. 00 Alum French Door w /Sidelites ", sheets 1 q Corporation, dated 9/17/01 with revision E shad Viqar, P.E. per FBC, TAS 202 -94 ressure Test, Loading per FBC TAS 202 -94 , per FBC, TAS 202 -94 t Test per FBC, TAS 201 -94 e Loading per FBC, TAS 203 -94 er FBC 2411 3.2.1, TAS 202 -94 tallation diagram of an aluminum French g Laboratory ,Inc., Test Report No. FTL -2682, s Figueredo, P.E. 0805.07) ct Test per FBC, TAS 201 -94, e Test per FBC, TAS 203- 94 installation diagram of an aluminum French estration Testing Laboratory, Inc., Test Report and sealed by Edmundo Largaespada, P.E. 6- 1229.03) per FBC, TAS 202 -94 ressure Test, Loading per FBC TAS 202 -94 st, per FBC, TAS 202 -94 t Test per FBC, TAS 201 -94 e Loading per FBC, TAS 203 -94 er FBC 2411 3.2.1, TAS 202 -94 ation diagram of an aluminum French Door, oratory, Inc., Test Report No. FTL -5675, dated s S. Rionda, P.E.. ructural analysis, complying with FBC -2007, ted 2/02/09, signed and sealed by Humayoun Fitz A. Harris, P.E. Product Control Examiner NOA No. 09- 0316.05 Expiration Date: January 3, 2012 Approval Date: May 13, 2009 AWP, LLC D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, L.L.C. for "SAF GLAS Polycarbonate Laminate" dated 12/27/07, expiring on 12/16/2012. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex IIIG ", expiring on 05/21/11. F. STATEMENTS 1. Statement letter of "No financial interest ", dated 5/07/2009, signed and sealed by Arshad Vigar, P.E. 2. Statement letter of conformance with the 2007 Florida Building Code dated 5/07/2009 signed and sealed by Arshad Vigar, P. E. 3. Statement of laboratory compliance, as part of above referenced test reports. G. OTHER 1. Notice of Acceptance # 06- 1229.03 issued to Yale Ogron Manufacturing Co., Inc. for their Series 1800 Outswing Aluminum French Door w /Sidelites — Impact approved on 2/21/2007 and expiring on January 03, 2012. 2. Test proposal dated 01/13/05 approved by BCCO . . • • • • • . . • • • • .. . .. • • • . . • . . . . • .. • • • • • • • • • • • • .. • • • • • • • • • • • • • • • .. • • • • • • • • • • • ... • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • . . . . 0 .. • • • .. • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • E -2 1 04 4 i74, 1 44 . 0 10 Fitz A. Harris, P.E. Product Control Examiner NOA No. 09- 0316.05 Expiration Date: January 3, 2012 Approval Date: May 13, 2009 • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • •• • • • • • SID SERIES1800 ALUM FRENCH DOOR W APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /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 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 I5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT 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. 3 6 3/4" MAX. HEAD /SILL CORNERS 37 1/2" MAX. FRAME WIDTH 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR U W DOOR OPTIONS 8 3/4" MAX. HEAD /SILL CORNERS I DOORS /SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 23 7/8" MAX. D.L OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION (xx) DUAL LEAF DOOR GLASS D.L.O. DIMS D.L.O. HEIGHT (DOOR & SIDEUTE) = FRAME HEIGHT — 13" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH — 13.625 D.L.O. WIDTH (xx DOORS) (FRAME WIDTH — 241/2 Erpr. ARSHAO VIDAR FLA. PE 38863 CAN. 3538 MAY 0 7 2009 71 3/4" MAX. I—Tl PROOUCTRBVISED incomV134M6w6b die Honda aniktiagood tixtinVi Product Como! m to 0I r v cc � m 8 8 S drawing no. 1 W01 -64 sheet 1 of 15) MEM MIN A _1 T r \ \ - -II \u _1_ T 1 / u u -_- N v_ I ' \ 1 \ p O 4 1 • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • •• • • • • • SID SERIES1800 ALUM FRENCH DOOR W APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /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 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 I5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT 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. 3 6 3/4" MAX. HEAD /SILL CORNERS 37 1/2" MAX. FRAME WIDTH 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR U W DOOR OPTIONS 8 3/4" MAX. HEAD /SILL CORNERS I DOORS /SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 23 7/8" MAX. D.L OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION (xx) DUAL LEAF DOOR GLASS D.L.O. DIMS D.L.O. HEIGHT (DOOR & SIDEUTE) = FRAME HEIGHT — 13" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH — 13.625 D.L.O. WIDTH (xx DOORS) (FRAME WIDTH — 241/2 Erpr. ARSHAO VIDAR FLA. PE 38863 CAN. 3538 MAY 0 7 2009 71 3/4" MAX. I—Tl PROOUCTRBVISED incomV134M6w6b die Honda aniktiagood tixtinVi Product Como! m to 0I r v cc � m 8 8 S drawing no. 1 W01 -64 sheet 1 of 15) •• • • • • s• MAX. 112 12' • • i .. • 14- I I O 3' I I I 3- 3• I I _ I l MI= / • \ \ ___ _ / II 1 II I k II \ II \ _ I II J' II ',L,' II / 11 _ J u n 2 I J_I n -= u u 11 II 'Od0 'TO / \ \ I I II II II 1I'I II i✓ II h II ^I 'It, II f ® 0 — N I I lY 0 \ I I \ ti II \ II -_ ; I ., ti = == a =_; JI / , ___ # I V / II / - __ H _ - u � II/ { I I J it a-= f n / / ',I / / � J. ____°____ / J� ___ =r____ 1 11 ____II____ --- _F ---- u u II I I II = = =n = == n II e III S • b. ii ••• :le ••• L •4••- _ r t==S ..,==#...r.. I I II I I I = = =a - == I �J © • • I I I I 1 l,/ l 1 I I I I I I 'roll .4/£ Z6 »H013H 311O113 i /II \ 0 MI= / Mil / j // \ \ ___ _ / II 1 II I k II \ II \ _ I II J' II ',L,' II / 11 _ J u n 2 I J_I n -= u u 11 II 'Od0 'TO II II II 1I'I II i✓ II h II ^I 'It, II f ® 0 / • • • • • • • •.• • • • •.. • 3/ • 1£t CORN • • • 23 7/8' D.L. OPG. 34' LEAF WIDTH 1 23 7/8' MAX. D . OPG. 34' MAX. LEAF WIDTH FRAME WIDTH 1 1 TYPICAI. ELEVATION ( OXXO ) WITH PANEL SIDELITES 3' SURFACE APPUED FALSE M'ITINS MAY BE SED 2 ♦I W SIDELITE OPTIONS 3' 16' D -4 OPG. 23 7/8' MAX. D.4 OPG. 34' MAX. LEAF WIDTH FRAME WIDTH 12' 3' TYPICAL ELEVATION ( OXXO ) WITH DIRECT SET SIDELITES Engr. ARSHAD WC/AR CPAL FLA. PE Y 38883 CAN. 3938 6pAY 0 7 2009 3' 12' ` 1 3" MAX. HEAD /SILL CORNERS U RBV(JBD a wi h dretrlorido =re - ao sn Pm a Cwmd WWd z g 0. o 0 • el COW 8 oIB E 5§d u. m^ LL ioi c -7 C O 4 , S C n U 0 a f , V 0 C 5 S O V drawing no. W01 -64 A (sheet 2 of 15 • • • • • • • .. • • • • • ...'.. SIUCONE GE 2800 ••• • • • .•.• • • • • •• • • • S. • •• • • • • • •• • . • • • • • • • • • .. • • • • •• • • •••• • •••• • • 119•iiik GLASS . • • • • • • • • • • •.bR PVB INTERLAYER • SAF!EX 1110 BY 'SOLUTIA' 1 /8 ANN. GLASS SILICONE GE 2800 .092" ALUM PANEL 5/8' Tt6C. PLYWOOD . 092 ALUM PANEL 010 X 1' PH SMS AT 6' FROM ENDS WINDOW DOOR AND 18' O.C. MAX. GLAZING DETAILS TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR WITH SERIES 2500 SINGLE HUNG WOW. INSERT WINDOW INSERT OPTION Env: ARSNAD VIOAR CNtL FtA PE 38863 C.A.N. 3538 MAY 07 2009 IfCTREVISED WbbtheElarida ageolioeDatel- ca tv awe. gaol 5 3 eII a drawing no.1 WO 1 -64 sheet 3 of 15) STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF "MME WIDTH F F/1414124T A PANEL DIRECT SET GLASS TYPES FRAME 'HEIGHT DOOR WIDTH SIDEUTE WIDTH SIDEUTE WIDTH 'A'. 'B' OR 'D' INCHES INCHES INCHES INCHES EXT. ( +) INT. ( -) 18 65.0 68.0 31 1/2 (X) 18 65.0 85.0 65.0 65.0 60 ( 18 18 65.0 65.0 79 3/4 18 37 1/2 (X) 30 18 65.0 65.0 18 . .�• 72 (XX) 42 18 65.0 65.0 48 18 65.0 65.0 30 18 65.0 65.0 31 1/2 (X) 36 18 65.0 63.0 60 (XX) 42 18 65.0 65.0 63 3/4 46 18 65.0 65.0 37 1/2 ( %) 30 18 65.0 65.0 65.0 65.0 72 (XX) 18 65.0 65.0 42 18 30 18 65.0 65.0 31 1/2 (X) 36 18 65.0 65.0 95 3/4 O 42 18 65.0 65.0 37 1/2 (X) 30 18 65.0 65.0 72 (XX) 36 18 65.0 85.0 SINGLE 1011S WITHOUT SIDELITES 1)I(SiGg1 41 CAPACIV - "MME WIDTH F F/1414124T A PL4S6 TYPBi DOUBLE Lag (X$) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF MASS TYPES FRAME WIDTH FRAME HEIGHT '5'. If OR b' INCHES INCHES EXT.( +) INT.( -) 60 3/4 65.0 65.0 79 72 85.0 65.0 60 83 3/4 65.0 65.0 72 65.0 65.0 60 95 3/4 65.0 65.0 72 65.0 65.0 _..lull / \ / \ / \ / / \ ! .. i \ 1 \ / \ / \ / \ / v SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF 6/8" PLYWOOD FRAME WIDTH FRAME HEIGHT .082" ALUM PANEL INCHES INCHES EXT.( +) INT.(-) 31 1/2 83 3/4 65.0 65.0 39 1/2 65.0 65.0 / / / / / . \ \ 1 • •• • •••• • • • •••• ••• • • •• • ••• • ••• • • • ••• • • • •• •8 • • • • • • •• • • • •• • • • La K / DOOR MOTH DOOR WIDTH /A DOOR WIDTH (X ) DIRECT SET SIDELITE WIDTH SIDEUTE W. A NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 ( 550 ) DOOR W. SIDEUTE W. DOOR W. '1, SIDEUTE Engr: ARSHAD NOAR F.A. FE 38883 CAN. 3536 mpy 0 7 2009 DOOR W. ( 0550 ) x (OX0 1 SIDEUT w. ( 0) SIDEUTE W. _ DOOR W. _ SIDEUTE W. 11110 DUCT REVISED assampbtfox with the Elands afidilzg Cods mNo 9/ Dpi 20.z t ad Pastas cannel Dkision 1 4.9 in c 0 0 u N i 3 V § 5 < to N '1' U N J 4 X34 z op J v Q m� 3 ■ S f�. to 0 T a drawing no. WO -64 sheet 4 of 15 _..lull / \ / \ / \ / / \ ! .. i \ 1 \ / \ / \ / \ / v SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF 6/8" PLYWOOD FRAME WIDTH FRAME HEIGHT .082" ALUM PANEL INCHES INCHES EXT.( +) INT.(-) 31 1/2 83 3/4 65.0 65.0 39 1/2 65.0 65.0 / / / / / . \ \ 1 • •• • •••• • • • •••• ••• • • •• • ••• • ••• • • • ••• • • • •• •8 • • • • • • •• • • • •• • • • La K / DOOR MOTH DOOR WIDTH /A DOOR WIDTH (X ) DIRECT SET SIDELITE WIDTH SIDEUTE W. A NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 ( 550 ) DOOR W. SIDEUTE W. DOOR W. '1, SIDEUTE Engr: ARSHAD NOAR F.A. FE 38883 CAN. 3536 mpy 0 7 2009 DOOR W. ( 0550 ) x (OX0 1 SIDEUT w. ( 0) SIDEUTE W. _ DOOR W. _ SIDEUTE W. 11110 DUCT REVISED assampbtfox with the Elands afidilzg Cods mNo 9/ Dpi 20.z t ad Pastas cannel Dkision 1 4.9 in c 0 0 u N i 3 V § 5 < to N '1' U N J 4 X34 z op J v Q m� 3 ■ S f�. to 0 T a drawing no. WO -64 sheet 4 of 15 / \ / \ / \ / / \ ! .. i \ 1 \ / \ / \ / \ / v SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF 6/8" PLYWOOD FRAME WIDTH FRAME HEIGHT .082" ALUM PANEL INCHES INCHES EXT.( +) INT.(-) 31 1/2 83 3/4 65.0 65.0 39 1/2 65.0 65.0 / / / / / . \ \ 1 • •• • •••• • • • •••• ••• • • •• • ••• • ••• • • • ••• • • • •• •8 • • • • • • •• • • • •• • • • La K / DOOR MOTH DOOR WIDTH /A DOOR WIDTH (X ) DIRECT SET SIDELITE WIDTH SIDEUTE W. A NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 ( 550 ) DOOR W. SIDEUTE W. DOOR W. '1, SIDEUTE Engr: ARSHAD NOAR F.A. FE 38883 CAN. 3536 mpy 0 7 2009 DOOR W. ( 0550 ) x (OX0 1 SIDEUT w. ( 0) SIDEUTE W. _ DOOR W. _ SIDEUTE W. 11110 DUCT REVISED assampbtfox with the Elands afidilzg Cods mNo 9/ Dpi 20.z t ad Pastas cannel Dkision 1 4.9 in c 0 0 u N i 3 V § 5 < to N '1' U N J 4 X34 z op J v Q m� 3 ■ S f�. to 0 T a drawing no. WO -64 sheet 4 of 15 SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF 6/8" PLYWOOD FRAME WIDTH FRAME HEIGHT .082" ALUM PANEL INCHES INCHES EXT.( +) INT.(-) 31 1/2 83 3/4 65.0 65.0 39 1/2 65.0 65.0 / / / / / . \ \ 1 • •• • •••• • • • •••• ••• • • •• • ••• • ••• • • • ••• • • • •• •8 • • • • • • •• • • • •• • • • La K / DOOR MOTH DOOR WIDTH /A DOOR WIDTH (X ) DIRECT SET SIDELITE WIDTH SIDEUTE W. A NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 ( 550 ) DOOR W. SIDEUTE W. DOOR W. '1, SIDEUTE Engr: ARSHAD NOAR F.A. FE 38883 CAN. 3536 mpy 0 7 2009 DOOR W. ( 0550 ) x (OX0 1 SIDEUT w. ( 0) SIDEUTE W. _ DOOR W. _ SIDEUTE W. 11110 DUCT REVISED assampbtfox with the Elands afidilzg Cods mNo 9/ Dpi 20.z t ad Pastas cannel Dkision 1 4.9 in c 0 0 u N i 3 V § 5 < to N '1' U N J 4 X34 z op J v Q m� 3 ■ S f�. to 0 T a drawing no. WO -64 sheet 4 of 15 / / / / / . \ \ 1 • •• • •••• • • • •••• ••• • • •• • ••• • ••• • • • ••• • • • •• •8 • • • • • • •• • • • •• • • • La K / DOOR MOTH DOOR WIDTH /A DOOR WIDTH (X ) DIRECT SET SIDELITE WIDTH SIDEUTE W. A NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 ( 550 ) DOOR W. SIDEUTE W. DOOR W. '1, SIDEUTE Engr: ARSHAD NOAR F.A. FE 38883 CAN. 3536 mpy 0 7 2009 DOOR W. ( 0550 ) x (OX0 1 SIDEUT w. ( 0) SIDEUTE W. _ DOOR W. _ SIDEUTE W. 11110 DUCT REVISED assampbtfox with the Elands afidilzg Cods mNo 9/ Dpi 20.z t ad Pastas cannel Dkision 1 4.9 in c 0 0 u N i 3 V § 5 < to N '1' U N J 4 X34 z op J v Q m� 3 ■ S f�. to 0 T a drawing no. WO -64 sheet 4 of 15 • •• • •••• • • • •••• ••• • • •• • ••• • ••• • • • ••• • • • •• •8 • • • • • • •• • • • •• • • • La K / DOOR MOTH DOOR WIDTH /A DOOR WIDTH (X ) DIRECT SET SIDELITE WIDTH SIDEUTE W. A NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 ( 550 ) DOOR W. SIDEUTE W. DOOR W. '1, SIDEUTE Engr: ARSHAD NOAR F.A. FE 38883 CAN. 3536 mpy 0 7 2009 DOOR W. ( 0550 ) x (OX0 1 SIDEUT w. ( 0) SIDEUTE W. _ DOOR W. _ SIDEUTE W. 11110 DUCT REVISED assampbtfox with the Elands afidilzg Cods mNo 9/ Dpi 20.z t ad Pastas cannel Dkision 1 4.9 in c 0 0 u N i 3 V § 5 < to N '1' U N J 4 X34 z op J v Q m� 3 ■ S f�. to 0 T a drawing no. WO -64 sheet 4 of 15 • • ••• • • •• • • • • • •• • • • • • •••• • • •••• • •• • • • • • • • • • • • • • • •••• • • • •• • •• • • • • • • • • • • • • • • SILICONE GE 2800 • • • • •••• • • • 1/8" HEAT STREN'D GLASS N • • .090 PVB INTERLAYER SAFLEX RIG BY 'SOLUTIA' •• •• • • •• • • • • • 1/8" HEAT STREN'D GLASS GLASS TYPE 'A' 810X3 /4' PH SID' AT 5' FROM ENDS AND 12 -1/2' O.C. TYPICAL 1/8" HEAT STREN'D GLASS .015" URETHANE ADHESIVE .070' INTERLAYER 'SAF -GLAS' POLYCARBONATE BY 'SECURITY IMPACT GLASS' .015" URETHANE ADHESIVE 1 /B" HEAT STREN'D GLASS GLASS TYPE 'B' GLAZING OPTIONS SPACER GLAZING DETAIL AT DIRECT SET =ELITE 3/16' HEAT STREN'D GLASS .090 PVB INTERLAYER SAFLEX BIG BY 'SOLUTIA' GLASS TYPE 'D' 3/16" HEAT STREN'D GLASS 1/2" HEX STEEL TIP LOCKS: etauli STANDARD STEEL DEAD BOLT LOCK BY KWIKSET /WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41 -3/4" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB BY HARLOCK /WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 34 -7/8" FROM BOTTOM I MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE. ' (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) THRESHOLD BOLT HINGES; EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7 -1/2" LONG WITH 5/16" STAINLESS STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10 -5/8" FROM TOP & BOTTOM AND ONE AT MIDSPAN 3 POINT OCK SYSIEM BY '0 -U HARDWARE INC: WITH METALLIC SURFACE MOUNT HANDLE AT ACTIVE LEAF LOCK STILE, 35 -1/2" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF IN -ACTIVE LEAF LOCK STILE. my 0 7 2009 emir ARSHAD AN FLA. PE 1 • 38863 C.A.N. 3538 YE -824 GLAZING ADAPTER OPTIONS PRODUCTREVISED wBhd» Florida 53 a 8 1 m 0 C 0 0 U V a • a V 0 C S o da. 0 o S a 9 A drawing no. WO1 -64 sheet 5 of 15 • • •••• • • • • • • • • •• TYPICAL ANCHORS SEE ELEVATIONS zoR SPACING #10 S SEE E FOR SF TYPICAL. ANCHORS SEE ELEVATIONS FOR SPACING _ IBY WOOD BUCK • • OPERATING UNITS • ING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ( B ALTERNATE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE METAL STRUCTURE i i TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY AWP MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' OR 1/4" DIA. ULTRACON BY 'ELCO' (Fu= TT KSI. Fy =155 KSI) IN I LIi WOOL/ LIUL.KJ UK WUUU JI KUL.IUHLS 1 -1/2" 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 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 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) #12 SMS OR SFI F DRILLING SCREWS INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE I'e = 3000 PSI MIN. MASONRY I'm = 1500 PSI MIN. SEALANTS; FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. Ertgr: ARSHAD VIOAR FLA. PE 8B 38883 CAN. 3538 my 0 7 2009 i PRODUCTREVISED •soaolPtYbawfththe Seltdhigeede U fa! 70 ass neu a t Diviskal 3 a Vi C 0 Q 0 V N o C 0 0 a S 4 e a o. drawing no. WO -64 sheet 6 of 15) • ••.• • • • • • • • • • • • • • • • • • •.• • ••• • • • • • • • TYPICAL ANC/1 SEE ELEY. FOR SPACING OPERATING UNITS 3 POINT LOCK ON ACTIVE LEAF OPTION Engr. AR4MO VOW CIVIL RA PE 388E43 CAN. 3538 A MY 0 7 2009 tegenucr mum as combing with tho Florida Aessiesses Dlsislau n3 3 e ar on n Il 53 u 1. 9 drawing no. W01 - 64 J (sheet 7 of 15) • ••• • • • • • • •• • ••• • • •• ••• • •••• • • • ••• • • • • • •• • •• • •• •• • •• • •• •• •••• • • • •• • �•t . �" •• • • . • • • • • , ° • • • • •• •••• •• • 0 c TYPICAL ANCHORS • • • SEE ELEVATIONS • • • FOR SPACING •It • r TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNITS • SILICONE • SILICONE 5 • • • • • 810 X 3/4' PH SMS AT 4 -3/4' FROM ENDS • • AND 14' O.C. MAX. i i 1/4' MAX. SHIM ■ TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 , 4 ALTERNATE PANEL SIDELITE INSTALLATION DETAILS SILICONE z e ; #10 X 3/4' PH SMS AT 4 -3/4' FROM ENOS AND 14' O.C. MAX. TYPICAL SIUCONE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING #10 X 3/4' PH SMS AT 4 -3/4' FROM ENDS AND 14' O.C. MAX. FRAME WIDTH SCREWS NOT READ, FOR SIOEUTE /WOR JAIA8 CONNECTION DOOR WIDTH EXTERIOR Engr: ARSHAO VICAR CWIL FLA PE # 38863 � �` CAN. 3538 JCT Or7da Q �O�/ MAY 0 7 2009 mufti Confr4 • 4 z F-12 o 18 ce o o 6 Q a g�••/ -: U C a u a 8 e. 8 0 a 88e R��R$ fim g a er M U ..1 J31'" m Z � o 3 "' m 8 drawing no. WO1 -64 (sheet 8 of 15 • ••• • ••• • ••• •• • • • • • •• ••• ••• • • • • • • • • •S •• ••. • • • • • •• • • • • e • S ••• DIRECT SET SIDELITE UNITS 'TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4' MAX. SHIM . TYPICAL ANCHORS SEE ELEV. FOR SPACING e, DIRECT SET SIDELITE INSTALLATION DETAILS SCREWS NOT REOD. FOR SIDEUTE /ODOR JAMB CONNECTION FRAME WIDTH Engr: ARSHAG SOAR CIVIL P„A PE [ 2 CAN. Sias WY 0 7 2009 EXTERIOR l z I' O Fb IY o O3 W Oo o Qg s Oam 1 412 C U a 0 4 S 2 S at eg ai drawing no. W01 - 64 (sheet 9 of 15) ITEM 8 PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER/REMARKS 1 YE -832 1 DOOR FRAME HEAD /JAMB 6063 -16 - 2 YE -810 1 STD. THRESHOLD 6063 -76 - 2A YE -1820 1 HI-RISE THRESHOLD 6063 -16 - 2B YE -840 1 OPTIONAL THRESHOLD 6063 -16 - 5 YH -809 AS REOD. SIDEUTE FRAME 6063 -16 - 6 YE -801 2/ LEAF DOOR LEAF TOP AND BOTTOM RAIL 6083 -16 - 7 YE -803 1 DOOR LEAF JAMB - HINGE SIDE 6083 -75 - 8 YE -802 1 DOOR LEAF - LOCK SIDE 6083 -T8 - 8A YE -837 1 DOOR LEAF - LOCK SIDE (3 POINT LOCK) 6063 -T5 - 9 YE -806 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL 6063 -T5 - 10 YE -816 AS REOD. COVER PLATE 6063 -T5 - 12 YE -824 4/ LEAF GLAZING CHANNEL - - 13 YE -835 AS REOD. EXTERIOR GLAZING LEG 6063 -T5 - 14 YE -833 AS REOD. INTERIOR GLAZING LEG 6083 -T5 - 16 YH -4004 AS REOD. WOOL FIN HEATHLNSIHIPPING (.187 X .260) - ULTRAFAB 17 YH -622 AS REDD. BULB WEATHERSTRIPPING (.198 X .260) - TEAM PLASTIC 19 YH -615 1 LOCK SET BY HARLOC OR WESTLOCK - - 20 YH -610 AS REOD. FLUSH BOLT ASSY. SERIES 1202 ZINC DIECAST 21 YH -650 3/ LEAF BUTT HINGES. AT 10 -5/8" FROM ENDS & MIDSPAN ALUMINUM WITH SS PIN 22 YE -805 4/ LEAF PRESSURE PLATE -TIE ROD 6063 -15 2 -1/2" LONG 23 YH -630 2/ LEAF 3/8" DIA. THREADED ROD STEEL - 24 TH -618 2/ LEAF 3/8 " -16 HEX FLANGE NUT STEEL - 25 YH -641 AS REDD. INSTALLATION SCREW HOLE CAP PLASTIC - 28 YE -842 2/ LEAF FLUSH BOLT GUIDE. 1 -1/2" LONG) 6063 -16 - 27 YH -656 2/ LEAF FLUSH BOLT ADJUSTMENT PLATE ST. STEEL - 28 YH -681 I PROTECTIVE BOX NYLON - 29 YH -616 1 PASSAGE LEVER SET ASSEMBLY (MODEL 101 -PL) - YALE 30 YH -817 1 DEADBOLT ASSEMBLY (MODEL 820 -SGL CYL.) - - 31 YH -816 AS REDD. INSTALLATION SCREW COVER STRIP 6063 -16 - 32 YH -808 AS REOD. SIDEUTE FRAME MULLION 8063 -15 - o II� I 111 00Vt II NE ii ir • • • •• .070 • jjjj17 • • • - 1 • ±.240 7507 I - D0Oj2 • F1f AE:HEAD • • • •• ••• I•• • •718 ••I•• • •• ••49-D ••• • • •.. • • ••• 1.492 • • -1.700 • GLAZING CHANNEL • 1.704 i 2.124 1.834 3.758 © TOP /BOTTOM RAIL 4.136 4.282 7) HINGE STILE r--4.15t .972 .070 -t 4.871 0 LOCK STILE 4.189 070 6 -.070 .070 4.250 � 4.862 8A LOCK STILE (FOR 3 POINT LOCK OPTION) • • • • •a • ^r • _ _ • r_ .653 13 • EXT. GLAZING LEG 1.834 • f I •• 2.124 •• • .969 .121 • • • •• • • • W&PRESSURE PLATE 1.500 -513 -1 .547 - 1 1 1.217 ST 4STEEL/2" FFT MS CUTTING) .450 YH -650 HINGE ASSEMBLY es F 4.000 - ^1 SIDEUTE FRAME .078 .7811-=1 .250 .535 -+-- L 1.490 4.000 STD. THRESHOLD 0 SNAP CAP .513-1 1.594 .082 J --I 1.494 1.514 .973 -C --.050 1.087 - INT. GLAZING LEG 2.125 1.500 .375 L_ so0 8 �� 07 4.000 ® HI RISETHRESHOLD .110 2 610 .500 .078 4.000 2e OPTIONAL THRESHOLD .110 1.500 Emir. AR5HA0 510AR RA. PE 8 38883 CAN. 3538 MAY 0 7 2009 PRODUCFREVISED 60 cemplyhg withal') Flaida fluildineCodo AosepholooNo EgthraUa•Dato -2p Control Division 53 js 4 I 1 Z O 1 0 o 0 " 0. ag Q LL Obi a 2 ao O .3WE 4512 m 0 1 S 0 a S 2 B ffi droning no. WO1 - 64 sheet 10 of 15 • • • •• i•• • •..•• • • ••• I•• • • S.• I.• • • •••• e • •••••• . • • oleo. • •. • • • • • _(3) 610 X 1' SMS • • • . • • • •••• • •• • •• •• • • (4) 610 x 1' PH SUS • FRAME UPPER CORNER FRAME LOWER CORNER DOOR LEAF CORNER 3/8' OIA. STEEL - THREADED ROD FULL LENGTH Enq+: ARSNAD N OAR CAAL Flt. PE / 38883 C.A.N. 3538 mg 0 7 2009 PRESSURE PLATE 2 -1/2' LONG 3/8' NUT AT EACH END OF ROD ODUCf REVISED 8 whhUm Florida Ame�oo Now� • lhohelionDere -12 4oeioa Como) Dishier) 3 s C a a m 0 C S a S 4 S S S drawing no. W01 - 64 g i sheet 11 of 15) • • • • •..• • •... • • • • • • • • • • • • • • • • •• • • • • • • • •• • S. • • • • • S. •• • • •••• • STAINLESS STEEL FLUS+BOLT • • •CIUSTIND PLATE WITH (2) 98-24 a I/2 FH. UNDERCUT SMS. • • • • • S2 ER PLATE WITH • • • DOUBLE ROW FIN SEAL • • • • • • • • WEATHERSTRIP • • • • • • .II •• • • • 2' LONG ALUM. • • FLUSIIBOLT GUIDE. ATTACHED TO FRAME STILES AT TOP (SHOWN) AND BOTTOM. (2) #10-24 POINT B UNDERCUT. FH. MS TOP FLUSHBOLT ASSEMBLY (2) #10-24 POINT 8 UNDERCUT. FH. MS STAINLESS STEEL FLUSHBOLT ADJUSTING PLATE WITH (2) #8-24 a 1/2' FH. UNDERCUT SMS. BOTTOM FLUSHBOLT ASSEMBLY 1 -1/2- LONG ALUM. FLUSHBOLT GUIDE. ATTACHED TO FRAME STILES AT TOP AND BOTTOM (SHOWN) COVER PLATE WITH DOUBLE ROW FIN SEAL WEATHERSTRIP FLUSH BOLT GUIDE AND ADJUSTMENT PLATE ASSEMBLY e Code M Control •••• TYPICAL ANCHORS • • SEE ELEVATIONS /4• NW. • • • •F•R SPACING BOLT • • . - •'• • ETRATION • .• • • • • • A • • • • OPERATING UNITS W/ S.H. WDW. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE WEEPHOLES: W1 = 1" LONG WEEP NOTCH AT EACH END TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING Engn ARSHFO SOAR CAUL drawing no. WO1 -64 (sheet 13 of 15 • •••4 • • .. •••4 •• zBY • • WOOD • ••• •• .•1 •• • 4 ••4 •• • • •••i •• • • •••1 •• • • ••• • FOR SP Env: ARSNAO OQAR FLA. PC 38863 CAN. 3838 my 0 7 2009 PRODUCTREVISED oseami llondlgYUS FtmLde n t �ws• agiratioo 6 oa - mm� faro! Mahlon - O $ 1 g g o Rg at g 0 O & a� O I V drawing no. WO1 -64 sheet 14 of 15) ITEM F PART B REVD. DESCRIPTION MATERIAL MANE. /SUPPLIER/REMARKS IA YE -169 1 FRAME HEAD 6063 -T5 - 2A YE -167 1 FRAME SILL 6063 -T5 - 3A YE -102 2 FRAME JAMB 6063 -T5 - 4A YE -152 1 FIXED RAIL 6083 -T5 - SA YE -151 1 VENT TOP RAIL 6063 -T5 - BA YE -168 1 VENT BOTTOM RAN. 6063 -T5 - 7A YE -92 2 VENT JAMB 6063 -T5 - BA YB -4 AS REDD. GLAZING BEAD ALUMINUM ROLL FORMED 10A - 2/ VENT BLOCK & TACKLE BALANCE - - 11A YH -511 AS RECD. BULB VINYL PVC SINGLE IZA YH -510 AS REDO. BULB VINYL PVC SINGLE 13A YH -509F AS REDO. PILE- SCHLEGEL .187 X .250 - FIN SEAL (DOUBLE) i 4 YH -504 2/ VENT VENT LATCHES NYLON /CELCON AT 11' FROM ENDS 14AA YH -515 2/ VENT CAM LOCKS ZAMAK AT 11' FROM ENDS 13A F10 X 3/4' 8 FRAME ASSEMBLY SCREWS CRS PLATED. PH SMS 16A /8 X 1' 2 FIXED RAIL SCREWS CRS CAD PLATED. PH SMS 17A 88 X 1 -I/4' 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PLATED. PH SMS IRA YH -590 1 REINFORCING BAR (.825 X .3121 STEEL - • r �51y. • • •••• • .055 1.327 . .827 • • I j - I `• • • • • -d .860 M •••• •• •• t o Fag jiEAD: • • 11f • •••• • • • • • • •; _ T • .881 " 1 • 1.4 • • • 1 • • • • • • • •• • I -- 11.082 • • • 4G FIXES RAIL • 1 999 r 1.187 • 055 1.625 -d .812 VENT TOP RAIL 11 VENT BOTTOM RAIL l ) FRAME SILL • • • • • • • • • 2.104 • 1.070 1.125 .055 .812 VENT SIDE RAIL 1.179 —1.617 ® FRAME JAMB S.H. VENT CORNER DETAIL SCREEN RETAINING 3/4' WEEP NOTCH AT EACH END 411110V OF LEG S.H. FRAME CORNER DETAIL Engr: JAAHAO BOAR OWL PA. P8 38883 CAN. 3936 my 0 7 2009 p The Florida AgeDkoca No Control J 0 0 3 0 I ■ I drawing no. WO1 -64 sheet 15 of 15 I COUNT MIAMI -DADE COUNTY, FLORIDA ME FRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1 603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildintcode BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 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. includinv the Hivh Velocity Hurricane Zone. DESCRIPTION: Series 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. I APPROVAL DOCUMENT: Drawing No. S -2104, titled " Serves Wood Edge Opaque Uutswmg bteei Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Accentance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 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 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 ant etorrip ids �ntiraty. •INSiz+ ttoiN i ieo y of this entire NOA shall be provided to the user by the manufacturer or its • •distrtbutorsand shall esevailable for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA No. 07 0731.04 and consists of this page 1 and evidence pages E- . • band E -2,.as well as appro'a,document mentioned above. Tie subhrittedclocnati$n was reviewed by Jaime D. Gascon, P.E. • • • APPROVED /s •.• • • • • ••• • .1 • . • • • • • • ■ • • ••• • • • • • • . • • • • • • • •. .. • • • .. •. ... • • • ••• • . NOA No. 08- 1015.05 Expiration Date: August 15 2012 Approval Date: December It 2U08 Page 1 Jeld -Wen, Inc. (OR) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5). Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) • • • •4 . :: bvraaog compliance letter for Test Report no. CTLA -696W, issued by Certified I oratories, dated 11/11/2001, signed and M. • y R: esh Patel, P.E. • • • • • : � • : • (ru1 n tted under NOA# 02- 1211.18) . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -1 / Jaime D. ascon, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Jeld -Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — Ni.", . approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. •• •. • • • • • •• • • • • • •• • •• • • ••• • • • . • • • • • • •• ••• •• • • • •• • •.• •• ••• • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • •05 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • •• ••• • • • • ••• • • • • E -2 Jaime D. Gas one, P.E. Chief, Product Control Division NOA No. 08-1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 • •••• • • •• •••• • • ••• • • • •• : e JEU1WE Steel • • S'ONVDODEDGIDPAOUESIESOUTSWDIO �ACTDOORUAOtSWI�w ITTADUTSDELI)ES l CONFIGURADON. • • • GONERALIHOTES •• • CODE U) IR IS ''w: r ion TQ . � I � H REQUIREMENTS. r . a r, ORF WOOD EROS BYE, MUST BE•iMgiORED PROPERLY TO TRADER LOADS TO THE STRUCTURE 3. PRODUCT AIMS SHALL BE lS SPACED PER ANCHOR LOCATION DRAWS...4W atTIEDMINT.T4a4 SHALL BE BEIOIW WALL DRESS916 OR SRIONO. 4. SEE TA1311 J H15 SHEET FOR DE91C1Ri PRESSURE RATINGS. THIS PRODUCT IEEE THE IVA115,111 FOR ?fort ZONES. SEE DOE DES31I4RE98NRE CHART BELOW. 6. DOORS AWE IMPAWTED AND DO NOT REQUIRE MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELRES. 8. MUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE RESIDENTIAL INSULATED STEE. DOOR (Common to asfsae adraiorol Mg4IPONENT CON STRUCTtOINS: ace ...ghat 24 ga. (0. 020, mini mrm thickness. GaWordzed Steel A -525 commercial quality - AIOTQ per ASIM 620 with overage minimum yield strength Fy(are.)44.6OO psi. Emended polystyrene with 1.0 to 1.25 l s./cf density, by � Fo am' Cans : The active and Inactive ctive panels are constructed from 240A. (0. 020' min.) galvanized steel The face sheet tope and bottoms are bent 90' over the top and bottom rolls. The top LW. roll measures 1.67' wide x 1.042' high. The steel bottom rail is rot formed 0.021' galvanized steel fibagg 1.67' wide x 1.21' high. The sides of the face sheet are roll fanned onto the LW. latch stile and Ponderosa Pine hinge sale which measure 1.87' x 1.0'. The Interior only to filled with polystyrene. The face sheets are glad to the polystyrene. 13 1h1_C • The sash is constructed from 2401. (0.020' mdn.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and glued to IL The eldette panels are routed to receive the ODL Up Lite Frames or the optional Trimly Light Frames. (See sheet 7 for glazing details.) The We frames we sealed w/ 050 glazing compound on the Eroaktramtnegto The frames we constructed from Ponderosa Pine Jambs measuring 1.25' we a 4. 5825' deep. The door and sldette head Jambs we mortised and butt Joined to the side jambs and attached with (3) 181.0 2' x 7/16' crown wire staples. The unite use o standard bump face Pantos threshold measuring 4. 041' deep x 1.0' high. The threshold Is attached to the frame with (3) 1601. 2' x 7/16' crown wire staples. SHY I 1 2 .3 4 5 6 7 UNIT COMPONENT$ TABLE OFCONTENTS DESCRIPTION GENERAL NOTES AND TYPICAL. ELEVATIONS VERTICAL CROSS SECTIONS AID BILL OF MATERIALS HORIZONTAL CROSS SECTIONS HORIZONTAL CROSS SECTIONS AND NOTES ANCHORING LOCATIONS AND DETAILS ANCHORING LOCATIONS AND DETAILS GUANO DETAILS 81.25' OA FRAM HEIGHT .875 IYP. - 0. 625' 81.25' MAX. 0A FRAME HEGHT 0.825' 80' MAX OA PANEL NWT 80' MAIL 0A PANEL HEIGHT .875' TYP. - 74.5 MAX. OA FRAME WIDTH )-- + .125' 36.625' MAIL OA H WIDW 1 PAS ICAL W /A57RAGN DIME ACTIVE v v v - 0 o t o hlBi f OUTSWING IMPACT UNIT (XX) 37.75' M X. OA IME PROM ORER OR FILM WIDTH r 36° MAX. OA r PANEL WIDTH v V SPx OUTSWING IMPACT UNIT f1Q _,raL Y 80' MAX OA PANEL HEIGHT 81.25' MAL OA FRAME HEGHT 0.75' 81.25" MAX O.A. FRAME HEIGHT 80' MAX OA PANEL HEIGHT .875' DP. y 0.75' -I 0.625' 7095' MAX. OA FRAM WIDTH .75' MULL. BAR TIP. 36' MAX OA r PANEL � v v 15.5' MAX 0A SIDEUTE FRAME WIDTH 14' MAX. 0A PANEL WIDTH v F 6' MAX. OA ILO. WIDTH MNGLE OUM KING IMPACT CDT 0 e) 1D.9 If?* d J' 2;t aA fav, el; 61125' MAX. 0A D.LO. NEWT W NON - IMPACT 15.5' MAX. OA SMITE FRAM WIDTH 14' MAX OA PANEL WIDTH f F V if 6' MAX OA DLO. WIDTH F v F 0.625' p1LD'CrRBVISED orunliinsw•btF•F Baud Code Asszpa'acatda • ; - 1 Fa a1..> . AI_TLC • 107' MAX OA FRAME WIDTH 36.625' MAX OA PANEL MIN WASIRCAL .125. -I-- 75' MULL BAR TYP. 38' MAX OA PANEL 0 0 .. F1 0 -OS it kfo, Nielson Florida 1323 1538 Comma Street, Suite C23 Rockledge. Florida 32e55 RR Certificate or rma,aoamo NO. 25955 63125' MAX OA D.L.O. HEIGHT QOUTO E OUTSWING IMPACT UNIT (0)x0) WI NON IMPACT SEEL cs HEWED PROM ETf1EtI0R Prepared B PLC, LLC Phone: 321- 690 -1788 Far 321- 690 -1789 I OM. 9 -11 -01 scN.L N.T.S. DWG. en JWTJ sac en S. SMELL 1E01NC eta S -2104 sorer 1 OF 8 SOLE OOAI WU (A 016 XD, GO) W/80 ICY-- 88'ACT SILRES +6887 psf - 70 psf ' ' a IF/BU NGLI -near san +57 psi -57 psi • •••• • • •• •••• • • ••• • • • •• : e JEU1WE Steel • • S'ONVDODEDGIDPAOUESIESOUTSWDIO �ACTDOORUAOtSWI�w ITTADUTSDELI)ES l CONFIGURADON. • • • GONERALIHOTES •• • CODE U) IR IS ''w: r ion TQ . � I � H REQUIREMENTS. r . a r, ORF WOOD EROS BYE, MUST BE•iMgiORED PROPERLY TO TRADER LOADS TO THE STRUCTURE 3. PRODUCT AIMS SHALL BE lS SPACED PER ANCHOR LOCATION DRAWS...4W atTIEDMINT.T4a4 SHALL BE BEIOIW WALL DRESS916 OR SRIONO. 4. SEE TA1311 J H15 SHEET FOR DE91C1Ri PRESSURE RATINGS. THIS PRODUCT IEEE THE IVA115,111 FOR ?fort ZONES. SEE DOE DES31I4RE98NRE CHART BELOW. 6. DOORS AWE IMPAWTED AND DO NOT REQUIRE MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELRES. 8. MUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE RESIDENTIAL INSULATED STEE. DOOR (Common to asfsae adraiorol Mg4IPONENT CON STRUCTtOINS: ace ...ghat 24 ga. (0. 020, mini mrm thickness. GaWordzed Steel A -525 commercial quality - AIOTQ per ASIM 620 with overage minimum yield strength Fy(are.)44.6OO psi. Emended polystyrene with 1.0 to 1.25 l s./cf density, by � Fo am' Cans : The active and Inactive ctive panels are constructed from 240A. (0. 020' min.) galvanized steel The face sheet tope and bottoms are bent 90' over the top and bottom rolls. The top LW. roll measures 1.67' wide x 1.042' high. The steel bottom rail is rot formed 0.021' galvanized steel fibagg 1.67' wide x 1.21' high. The sides of the face sheet are roll fanned onto the LW. latch stile and Ponderosa Pine hinge sale which measure 1.87' x 1.0'. The Interior only to filled with polystyrene. The face sheets are glad to the polystyrene. 13 1h1_C • The sash is constructed from 2401. (0.020' mdn.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and glued to IL The eldette panels are routed to receive the ODL Up Lite Frames or the optional Trimly Light Frames. (See sheet 7 for glazing details.) The We frames we sealed w/ 050 glazing compound on the Eroaktramtnegto The frames we constructed from Ponderosa Pine Jambs measuring 1.25' we a 4. 5825' deep. The door and sldette head Jambs we mortised and butt Joined to the side jambs and attached with (3) 181.0 2' x 7/16' crown wire staples. The unite use o standard bump face Pantos threshold measuring 4. 041' deep x 1.0' high. The threshold Is attached to the frame with (3) 1601. 2' x 7/16' crown wire staples. SHY I 1 2 .3 4 5 6 7 UNIT COMPONENT$ TABLE OFCONTENTS DESCRIPTION GENERAL NOTES AND TYPICAL. ELEVATIONS VERTICAL CROSS SECTIONS AID BILL OF MATERIALS HORIZONTAL CROSS SECTIONS HORIZONTAL CROSS SECTIONS AND NOTES ANCHORING LOCATIONS AND DETAILS ANCHORING LOCATIONS AND DETAILS GUANO DETAILS 81.25' OA FRAM HEIGHT .875 IYP. - 0. 625' 81.25' MAX. 0A FRAME HEGHT 0.825' 80' MAX OA PANEL NWT 80' MAIL 0A PANEL HEIGHT .875' TYP. - 74.5 MAX. OA FRAME WIDTH )-- + .125' 36.625' MAIL OA H WIDW 1 PAS ICAL W /A57RAGN DIME ACTIVE v v v - 0 o t o hlBi f OUTSWING IMPACT UNIT (XX) 37.75' M X. OA IME PROM ORER OR FILM WIDTH r 36° MAX. OA r PANEL WIDTH v V SPx OUTSWING IMPACT UNIT f1Q _,raL Y 80' MAX OA PANEL HEIGHT 81.25' MAL OA FRAME HEGHT 0.75' 81.25" MAX O.A. FRAME HEIGHT 80' MAX OA PANEL HEIGHT .875' DP. y 0.75' -I 0.625' 7095' MAX. OA FRAM WIDTH .75' MULL. BAR TIP. 36' MAX OA r PANEL � v v 15.5' MAX 0A SIDEUTE FRAME WIDTH 14' MAX. 0A PANEL WIDTH v F 6' MAX. OA ILO. WIDTH MNGLE OUM KING IMPACT CDT 0 e) 1D.9 If?* d J' 2;t aA fav, el; 61125' MAX. 0A D.LO. NEWT W NON - IMPACT 15.5' MAX. OA SMITE FRAM WIDTH 14' MAX OA PANEL WIDTH f F V if 6' MAX OA DLO. WIDTH F v F 0.625' p1LD'CrRBVISED orunliinsw•btF•F Baud Code Asszpa'acatda • ; - 1 Fa a1..> . AI_TLC • 107' MAX OA FRAME WIDTH 36.625' MAX OA PANEL MIN WASIRCAL .125. -I-- 75' MULL BAR TYP. 38' MAX OA PANEL 0 0 .. F1 0 -OS it kfo, Nielson Florida 1323 1538 Comma Street, Suite C23 Rockledge. Florida 32e55 RR Certificate or rma,aoamo NO. 25955 63125' MAX OA D.L.O. HEIGHT QOUTO E OUTSWING IMPACT UNIT (0)x0) WI NON IMPACT SEEL cs HEWED PROM ETf1EtI0R Prepared B PLC, LLC Phone: 321- 690 -1788 Far 321- 690 -1789 I OM. 9 -11 -01 scN.L N.T.S. DWG. en JWTJ sac en S. SMELL 1E01NC eta S -2104 sorer 1 OF 8 ill .: 61 1 1 DOOR STEEL FACE SHEET 240A. (0.020'MM6) E HEAD FINGER JOINTED PONDEROSA PIN WM FRAME HINGE JAMB GER • PONDEROSA PINE= NE FRAME LATCH JAMB (FINGER JOINTED PONDEROSA PINE WOOD W F s ai:a... .. . 7 ..1! Ilea MI LATCH STILE LW. OUTSWING PEMKO BUMP FAC THRESHOLD ALUMINUM BRAD TRIM NAIL MA. X 1 (FOR MULLION CAP) El DOOR STEEL FOAM COMPRESSION WEATHERSTRIP .'. .p -i SF) DOOR HINGE STILE El " a .I a• PONDEROSA PINE )♦ 7,t' 111 .LAIN STEEL WOOD x 1 3 4 PEN WOOD , LOCK BLOCK (FINGER JOINTED PONDEROSA PINE) 3/18" 11W TAPCOV ANCHOR W/ 1 1/4" MW. EMBED as I - 94 Pot 2 !_ 1.0 to 1.25 lb. of , I - BY JELD -WEN .1111 I NOT USED La I . 0.25. MAIL.. . HIGH. O a` . OR GREA a OA K WNGSET 4 ,2 da { . -• ��� 1 /fT � W 41+ z'!. T.I .T. g- -" 1�1•. - `�ii•J'" 1111111•1111 77 • 9" mrrAf t A.N! z.T 2 x 2 1 2 ,,, • xx Sf'EEL STEEL 26 :'10 x 1 PRI WOOD SCREW (M1MPERWL ASTRAGAL. TO DOOR) 27 10 x 2" PRI WOOD SCREW m I►...ry WAL.111. E:Ltada3. G%l GLAZING COMPOUND •� • • • BRAQ TRIM NAIL 16GA. x 34 FOR 3 8 QUARTER. ROUND. STEEL 338 QUARTER ROUND SIDELTE STOP. El WOOD - CORN1: t_.! ... z• 1aa ,.,.- : u1.,,, _ Mt, ii i. l�ta 1111111 POLYPROP. Jt I' 0 •SOL „I RL,:•2 "•' "'H wTl i va li 3 7`wlriL Ir lr0.020 , STEEL All=11111157.1111111 MElltttAI41M7:?LL -';(f �•1 In• , J::.• COI l!MiliJ2141M1111111=111111111MTNE,1 43 YALE „' •BOLT HERITAGE SERIES NOT MID SIDEUTE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED 44 PONDEROSA PI + 45 UTE FRAME BY TRINITY FOR 1/2" T.G.U. 46 1/2” INSULATED TEMPERED GLASS (BY TRINITY / AMPAC) 47 LOT FRAME BY TRINITY FOR 1" N a� 2 =7 48 1 INSULATED TEMPERED GLASS BY TRINITY AMPAC 49 UTE FRAME SCREW .`: x 1 1 2 LONG PANHEAD BY -, r 50 GLAZING COMPOUND DOW 1199 51 #10 WOOD INSTALLATION SCREW W/ 1.50" MIN. EMBEDMENT 52 DOOR LATCH STRIKE PLATE 53 DOOR LATCH DEAD BOLT STRIKE PLATE • •• •• M • • • •••• ••••N • • ••••• • • • •••••■• • • • •••••• 0.25" • 81.25" MAX. 04. FRAME HEIGHT 1.34 MIN. EMS. •••• • *30 • MIN. ua,r: + ,: 1.75 MIN PANEL 711K i • :v' .�, I IL. SEE NOTE 9 ON SHT. 80.0 MAX. . OA PANEL HOGHT CONCRETE/ MASONRY BY OTHE ome 9 -11 -01 SC&E N.T.S. 0.25 MAX. SHIM 81.25" MAX O.A. FRAME HEIGHT 1.50" MIN. a B. MIMI csv DETAIL 7f' �',':' ON SHEET 5 / SEE NOTE 3 ON SHT. 4 SEE NOTE 6 ON Siff. 4 SEE NOTE 2 ON SIFT 4 SEE NOTE 2 ON SETT: 4 SEE NOTE 6 ON SHT. 4 SEE NOTE 8 ON SHT. 4 EE DETAIL 7 ON SHEET 5 1.75" MIN. PANEL TIHK. 0.125" MIN. GLASS THK. MEM SEE GLAZING DETAILS. SHEET 7 1.25° .75 .50° MI MIN. MIN. EDGE DISC ETle. VERTI CROSS E TION AT I SEE NOTE 3 ON „ 4 80.0 MAX. O.A. PANEL HEIGHT CONCRETE/ MASONRY BY OTHERS PRODUCTREVIS8D as ca ai'Se? tg with the Roads Belding ds .,tr:- • S.OS ,. .. TIES. • 4T RR Divsoa MR Erb P. 6 Ib. 41323 � Cbdda 1535 Cogand &dts C25 MI o.ere.rs m w•e,r mvon to x•xi Prepared By: FTC, LLC Phone: 321 -690 -1788 Fax 321 -690-1789 **Florida PRODUCT REVISED es complying Building Code Acceptance 1300 o=7ikF • 41 I cm BY, JWJ am •a S. SAFPET,I. MOO l 4 S-2104 SHUT �2 or 8 • 9EN NO1E 4 ON 4 •••• • ••• • ••• 1.75' EN SEE NOTE 4 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 © lAT`CHOMMA C ROSS 'TO BUCK CTION SEE DETAIL 1 ON THIS SHEET ©Q ®Q @ 19 Q NUM 1.75' 1BrL PANEL TM 'IO ASTRAGAL THROW BOLTS (2) TOTAL (1 EACH) 0.31' DA x 9.0' W. AT TOP & BOTH M ll c) t; ,,� ` / -I "- PRODUCT REVISED es —' Building si de s , : ■ 0t o5 ell TO� TrAt HMf iT E don No ;141 E' , 12 NOM DEM 24 NOT SHOWN THIS - Z VIEW FOR Mimi � rri , . , P ,, :�'. Co Chris ‘312 rATE 9- 11-01 swam tLT.S DWG. en JWJ MOM 0104 S -2104 • • I• • • • • • • • •• • • . •. SEE Net; oar WE 4 •••• • Wifli 02W: SEE NOTE 3 •L4 SHE 4 • • ®o©o©Co40 *'i51 M& 0.125' MIN. GLASS TIHIL OM 9 -11-G1 • • ••• .. SEE GLAZING DETAL SHEET 7 SEE NOTE 8 ON SHE. 4 ON SHE 4 SEE DETAU. 5 0.75' ON SHEET S HORIZONTAL CROSS SECTION MI AT SIDELITE TO LATCH JAMB ELM; 1. SPACING FOR ITEM 128 THE 110 x 1' PRI MEWS ATTACHING THE OLPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UUR 1.0E 2.5", 4.0 ; 5.5 , 130, 18.0' & 240`. 2. SPACING FOR ITEM 123 THE 18 x 1 1/2' PLASCX!EW IS AS FOLLOWS TOP & BOTTOM. F ZOHTALLY. SDELUE PANEL: 3.0' IN FROM EACH COER. 3.0 ; 13.0; 28:0', 39.O' 52.0 & 3. SPACING FOR ITEM /31. THE 160A x 3/4' 84AD TRIM NAL ATTACHING THE QUARTER ROUND TO 111E SDEUTE MD ITEM 19 THE 16G4 . N I' BRAD TRIM NAIL ATTACHING THE MULL 1. CAP. 10 THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR TTl 3/8 " QUARTER ROUHO) 1.25' IN FROM EACH CORNER WITH (1) NAILMDSPAN. QN 114€ SIDES VERTICALLY 1 ' ROW 3/8' QUARTER ROUND & MM.= CAP); 1.25" FROM EACH END & SIX MORE EQUALLY SP .ris OY THE 9' P. 4. LINEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM /25, A #8 x 2 1/2' PFH WOOD SCREW WHEY ATTACHING THE STRIKE PLATE TO THE JAMB AID SIDELJTE JAMB AT THE MUUJON USE ITEM 124, A 18 x 2 PFH WOOD SCREW 5. SPACING FOR REM 125 THE #8 x 2 1/2' PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT TIE MUU10W IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIELRE PANEL IS SECURED INTO THE SWEUTE JAMB W/ ITEM 129 SILICONE CAULK ON THAT SIDES AND 3/8' QUARTER ROUNDS SECURED WITH DEO /31 BRAD TRIM MAILS x 3/4' LONG 7. WHEN ATTACHING THE HINGE TD THE JAMB AND BUCK USE RN 127, A 110 x 2' PFH SCREW. WWI ATTACHING THE HINGE TO THE JAMB AND SDELJTE JAMB AT ME MULLION USE REM 114, A 110 x 13/4" PFH WOOD SCREW. 8. SPACING FOR REM 149 THE 16 x 1 1/2' PA HEAD SCREW' (IRAI TY UTETRAME) IS AS FOLLOWS: SIOELRE LRFFRAME FROM THE TOP 00WN VERTICALLY: 1E01 16.0620". 328125. 47.x' & 62625'. $1DEt0f IIIEFRAME TOP & 801T0W FROM THE IEFT: ONE (1) SCREW AT 4.4375'. 9. ALTERNATE CONCR E IE/ INSTALLATION ANCHORS OF EQUIVALENT PERFORMANC CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR TTlE PROJECT OF INSTALLATION. 10. USE ITEM 151 WHEN INSTAWNG INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WWI INSTALLING PITO MULLIONS. USE ITEM 118 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDE= SILLS. ITY WINE F 1.50' MTV EMBED. 1.75' LNN. PANEL THK. SEE *TIE 5 ON SHE 4 SEE DETAIL 5 ON SWEET 5 ro HORIZONTAL CROSS SECTION AT SIDELHTE TO HINGE JAMB ., O 3 ®O N SHE 4 SEE NOTE 2 GAI SHE 4 SEE NOTE 8 ON SfE. 4 SEE DETAIL 5 ON SHEET 5 0.25' MAX sHIM 0.75' PRODUCT REVISED carerting $nithlbP6milb Aasxa� iVa R9 Semi :.., Pa la.=Cmual DiroLi n SEE GLAZING DETAILS, SHEET 7 EXTERIOR INTERIOR FQRIZONTAL CROSS SECTION AT SMITE TO BUCK 1 7 1 10 6 Maid* P. No. 41327 44.4• Suit 625 Rook14424. Robb 320515 N!• GeNiaob d la8ecfra@e N . SEE NOTE 2 ON SHL 4 SEE NOTE 8 ON SIM 4 SEE GLAZING DETAILS, SLEET 7 Prepared er PIG LLC Phone: 321- 690 -1788 Face 321 -690 -1789 PRODUCC REVISED es camplyin with the Florida Acceptance No Expiratkat 12- IN s ONA$'3 ND.t S-2104 s 9 s 4 (n our or_L 5 >g • i • • • • • •• • •• • • • • • • • - • • • •• • • ••• • ••• • • • 81.25 11 FRAME oA WRIT • • • ••• sPI • • . • • • • I • • •••• • • • • • 6 "• 6 i • • • S . 0 13.85' • • 745" ili r.'44 MAME IROTN • • SEE DETAR 2 • • ON 1F@S SHE •• •• • • 9' TYP. 125" • • 1w. • 3 TIP. • III SEE DEWL 5 ON THE SHE 5.50' OET N - 6 49 .NUM DFTAI. 3 - 0 THRESHOLD ASIR40AL SIRIJf PLATE ASTRAGAL STRIKE PLATE 4 j-i - -I {'.7' M 1 , 12 . N.. Se 011084 ON THIS SHE Pt l:i t;1li[ iU. i 1 `lye . lid. _ il2rgi T.it },. BUT,W HINGES TO JAU9 & DOCR SEE DETAl1 4 ON THIS SHE 8125' k641L' O. FRAME HECHT 5.50' MIKE PLATES 11! AS1RAQ4I. 70.25" MAX OA. FRAME IRD1H 4.5' T1P. -- 3' TIP. -- 3' IYP.--I r IYP. SEE NOTE 5 _ ON SHEET 4 „1,,N 1;111 'dna P5,12! i;t7:, 1;11:01,' 1I 9 ° 11P. 6' 7W. 3" TIP. 3' TIP. 7" TIP. 7.375" 3 ' 3 " Eric a (� IP Fiorito P. 6 No. 4t32 Cagerell Sidle C25 Rockledge, Florida 3055 f7R Csairio tf d Mediate, Na 25835 • PRODUCT REVISED rs ecarr y iyim wNLtiro Honda BaR. ;ice; Cade AC Pmara No SEE DETAIL 4 /ON THS SHE REEL/ COUNTERSANK FOR INSTALLATION ANCHORS PNPafed 81c Ar ii r Mirlfa M ff Phan �- Face 321 - 690-17 PRODUCT REMIND as ying tevdt Nadia Building Code Annpana No Eannitan Mani Redact antral Dlvlcm ffi hi: t2 8 a m OR/ 9 -11-01 • N.T.S: OM ere ,WJ am. en s SAFFEU. • N•s S sty _L • • •• ••• • • •• • • ••• •• •.. • •.. • • • ••• • • •••• • • • •• • • . 81.25' MAX OA FRAME HEIGHT •••• ..•. • • • S. • • • • • •••• •• • !.,. • • 1.: • Vois • 5. 0 13.85' • • • • • •• • • • • • • • • • • t••••• for MAIL 0.4. FRAME WIDTH • • 3. 1YP. - 1 F I 3' TYP. F-- 9' TYP. 6' 1YP. 3' TYR r 111 7' Tr. SEE DETAIL 2 ON SHEET 5 16.41' TYP. SEE DETAIL 3 ON SHEET 5 OGlJ E DOOR WRH c_MI ES SHO LOCA WOO FROM UMW — 13.4 1' TYP. TYP. 3' 7.375' 3' 31' SEE DETAIL 4 r ON SHEET 5 BT 36.625' 6.. 'SPACES 0 11.54' 81.25' SEE DETAIL 6 MAR st rON SHEET 5 aa FIUME T HE IT 5.50 I I -I-- -' E 37.75' MAX. OA I FRAME WIDTH 1 NEWER FROM 1147ERIOR Eft St. Florida P. E No. 41323 1535 Cocesse Wes C22 Roolds4gic Mertes 32053 FHZ ar®eab of 14.oef'aHm .Y< 24035 L q SEE DETAIL 4 7375' , /ON SHEET 5 31 31' A . PRODUCT RIMS® es connlytng oats dt2 Florida Ee.1:5ug Cede Acsw'auw Noy% +tS Prepared 6Y: LLC Phone 321— —1788 Fort 321 - 690-17 PRODUCT--EV(SED as complyire the Florida Building Cow AAccccep o" a 0 /. p4 • 'mend Omani MiFs gi hi; !9 n 1 9 -11-01 tires N.T.S. LAY¢ ere MI m.1. en S. SAFFELL OWNS NW S -2104 • • • • • •• • • • •1•••• • • • • • ■•••• • • • .4i 21 ROUC11V1SED 6i8 amq 7rtrg with the Fluids Btaldi b' Code Ao:Ftnnts No• , s. ;1LJ • EXTERIOR INTERIOR ..•. • • •••• • • • • • S. • • •I. • •• • • •••/1. INTERIOR • • • • •• • • 6 • • BITE SEE NOTE 2 OM SHF 4 GIAZENG . DETAIL I OOL LTE FRAME SINGLE PANE 1/8' TEMPERED GLASS SPARTECH POLITEST PP5530 CI3 NOTE 8 ON SHL 4 .50' GLASS BITE GlAZAMI TRW UTE FRA r MATED TEMPERED GLASS LUPOY EU -5007 3 a12r MIAL TEdiP GLASS THICKNESS I I I x 0.125' TEMP. l 0.75' AR La125" TEMP. 75' x .50 INTERLEPT GLASS STEEL FACER EXTERIOR 1/2' Edo $72110/ Fho6162 P. E. Mx 41323 151 111140•• at A.•oOdion n0. 28235 Rana 321-690-1788 Far JO—WO-1789 , RODUCr REVISED comPh9mg &ow116 Fl akin binding Cado gq�tlonDero Division 1$ 9 -11 -01 N.L1 om en JWJ axx . eA S SAFARI. T.87'•yw I • • •.••.• DaDR RAQ ' • • V. 24G,A (0.0 STEEL • • • • . • •• • t•••• • o • • •• • • • .... • • op S. 1.645'• .• • • • :i ;if O 6063 -T6 ALUMINUM MOP x 3.0" LONG 1.30' 0.62' 1.73' ASTRAGAL HAS TWO 0.3128' DW. x 9' LONG BOLTS; I ON TOP, 1 ON BOTTOM • • • • X%%Gi 1.00' —t •• •. • • D HINGE STI E • • • • Ma JOINTED PONDEROSA • • • PALE WOOD • • •••• • 10 � GIDS 650 SCHLEGEL 0.14' e L hBOE w ere . 41 (IMPERML a123' SrEQ) 11.675' DA VARIES WIR1 c5 /- HARDWARE USED J I! O00OR0211SIE LW. ()FIN JOINTED PONDEROSA PINE WAD LOfJC 1 0.313' 11 DOOR IDP RAIL LW. te . 1.042 -- 11.013' ti 1.25' J75• 0.375' —•1 1 ^.if8' QUARTER ROUND 1.375' I-- 1 4.5825' 2. 19" --� D.73• 0.50' same FINGER JOINTED PONDEROSA RIC PRODUCT REVISED 1.71' -� B f1 complying lY 15o or& Acxpasce 2d+ "< 1015.05 WO 4ft 2.040' L "7/ / / / /',. ��,,,,,,,, 1.75' ---1 2.62" 41i a 2' :r 4.041 --1 Florida P. E.� 1323 1 RooNtato. .- an cot** d ootodo to M0. non —f f -- 0.125" 4000" O S 5. PINE (81.25 LONG) O4' x ex 0.097" TN( STEEL } 0.58• 1.00' G STANOAtip BUMP FACE THRESHOLD 0.;., n EXTRUDED ALUMINUM - BY PENKO WAN WOOD INSERT Pad 8y RC, LW Plow J21-690-1788 Fax 32140-1789 complying PRODUCT REVISED as Om Plmlda > - Division OWNING NO, S -2104